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HomeMy WebLinkAbout15100062 Building Plans.pdfAp p r o a c h Ap p r o a c h 5 ' - 0 " 4 ' - 0 " Cl e a r Fl o o r Sp a c e Cl e a r Fl o o r Sp a c e MI N 1' - 6 " cl o s e r a n d a l a t c h 1' - 0 " I f d o o r h a s b o t h a Cl e a r Fl o o r Sp a c e Cl e a r Fl o o r Sp a c e Clear Floor SpaceClearFloorSpace A p p r o a c h A p p r o a c h A p p r o a c h A p p r o a c h 4 ' - 0 " M I N 3 ' - 6 " M I N 4 ' - 6 " M I N I f d o o r h a s a c l o s e r 4 ' - 0 " M I N I f d o o r h a s a c l o s e r 2' - 0 " M I N Note: 36 " M I N I f 6 0 " c l e a r or 42" MIN if 54" clear 22 " M I N 4' - 6" MINa latch and closer 4' - 0" MIN If door has both 3' - 6" MIN3' - 0" MIN3' - 6" MIN4' - 6"5' - 0" Ap p r o a c h Ex i t Cl e a r Fl o o r Sp a c e 5 ' - 0 " 5' - 0 " 5' - 0 " M I N 5 ' - 0 " M I N 3 ' - 0 " M I N 2 ' - 0 " M I N 3' - 0 " M I N MI N 1' - 0 " MI N 1' - 0 " Ap p r o a c h Ex i t Cl e a r F l o o r S p a c e 1i 101 1t Room name 101 A1011SIM1View Name 1/8" = 1'-0"?Key Symbol Legend 1 Ref Section Designation Modifier (SIM or TYP)Detail Number Sheet Number Direction of View Line of Cut1A101SIMElevation Height Designation Description of Object Height of ObjectName ElevationKey Note Tag Wall Construction Type Tag Door Number Designation Window Number Designation Room Number Designation Room Name Room Number Drawing View Designation View Title View Scale View Number Enlarged View Designation Modifier (SIM or TYP)View Number Sheet Number Area of Enlargement Elevation Designation Modifier (SIM or TYP)Sheet Number Direction of View View NumberSIMA101 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 5 4 : 4 5 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t G001Abbreviations &General InformationDelta Faucet Headquarters ExpansionJELJMG11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4General Abbreviations Abbreviation Description &A n d @A t A/C Air Conditioning ACM Asbestos Containing Materials ACT Acoustical Ceiling Tile ADJ Adjacent, Adjustable ADMIN Administration AFF Above Finish Floor AIA American Institute of Architects ALT Alternative ALUM Aluminum APP'D Approved ARCH Architectural AUTO Automatic AVG Average BD Board BLDG Building BLKG Blocking BOT Bottom CAB Cabinet CHK'D Checked CJ Control Joint CL Center Line CLG Ceiling CLO Closet CMU Concrete Masonry Unit COL Column CONC Concrete CONT Continuous COORD Coordinate CPT, CRPT Carpet CTR Center CW Cold Water D Depth DEMO Demolition DF Drinking Fountain DIA, Ø Diameter DIM Dimension DN Down DR Door DS Downspout DTL Detail DWG Drawing EA Each EJ Expansion Joint ELEC Electrical ELEV Elevator, Elevation EOB End of Business EPDM Ethylene Propylene Diene Monomer (Single Ply Roof Membrane)EQ Equal EQPM Equipment EX, EXST Existing EXT Exterior FAX Facsimile FD Floor Drain FDN, FDTN Foundation FE Fire Exstinguisher FIN Finish FLR Floor FM Factory Mutual Insurance, FM Global FT (') Foot or Feet FTG Footing GA Gauge GAL Gallon GALV Galvanized GC General Contractor GEN General GMU Glazed Masonry Unit GYP Gypsum, Gypsum Board HB Hose Bib HDW Hardware HM Hollow Metal HORZ Horizontal HT, HGT Height HVAC Heating Ventilation and Ait Conditioning HW Hot Water ID Inside Diameter IN (") Inch or Inches INSUL Insulation INT Interior JAN Janitor KO Knock Out L Length LAV Lavitory LB Pound LCD Liquid Crystal Display LH Left hand MATL,MAT'LMaterial MAX Maximum MECH Mechanical MFR Manufacturer MH Man Hole MIN Minimum MISC Miscellaneous MRR Men's Restroom N/A Not Applicable NIC Not In Contract NO (#) Number NOM Nominal NTS Not to Scale OC On Center OD Outside Diameter OPNG Opening OPP Opposite P LAM Plastic Laminate PLUM Plumbing PR Pair PROC Processing PSF Pounds per Square Foot PSI Pouns per Square Inch PTR Printer QTY Quantity R Radius RD Roof Drain REC Reception REQ, REQ'D Required REV Revise, Revision RH Right Hand RM Room RO Rough Opening RR Restroom SECT Section SF Square Foot, Square Feet ,Square Footage SHT Sheet SIM Similar SPEC Specification SQ Square SS Stainless Steel STD Standard STL Steel STOR, STRG Storage T Tempered T & B Top and Bottom T & G Tongue and Groove TBD To Be Determined TEL Telephone TELCOM Telecommunications TEMP Temporary THK Thick, Thickness THRU Through TYP Typical UL Underwriters Laboratories UNO Unless Noted Otherwise VCT Vinyl Composite Tile VERT Vertical WW i d t h W/ With W/O Without WC Water Closet WD Wood WIN, WDW Window WRR Women's Restroom WT Weight 1/2" = 1'-0"1 ADA Door Clearance 1 / 2 " = 1 ' - 0 " 2 AD A T u r n i n g C l e a r a n c e 1 / 2 " = 1 ' - 0 " 3 AD A T u r n i n g C l e a r a n c e - A l t Gr o s s B u i l d i n g A r e a Na m e A r e a P e r i m e t e r No r t h W e s t A r e a w a y 5 5 S F 3 2 ' - 0 " El e v a t e d P a t i o 1 8 6 4 S F 2 2 7 ' - 8 2 7 / 3 2 " Ex t e r i o r S t a i r s 1 7 7 S F 7 5 ' - 5 " Cu r v e d C a n o p y 7 7 9 S F 1 2 5 ' - 3 1 / 3 2 " En t r y C a n o p y 2 9 9 S F 7 9 ' - 8 1 5 / 3 2 " Em p l o y e e E n t r y C a n o p y 1 1 6 2 S F 2 8 4 ' - 5 7 / 1 6 " 43 3 7 S F Ex t e r i o r A r e a 4 3 3 7 S F Lo w e r L e v e l G r o s s A r e a 1 6 3 4 7 S F 5 3 7 ' - 1 0 " Fi r s t F l o o r G r o s s A r e a 1 6 4 2 9 S F 5 5 0 ' - 2 1 / 2 " Se c o n d F l o o r G r o s s A r e a 1 3 9 5 5 S F 5 1 1 ' - 1 1 3 1 / 3 2 " Th i r d F l o o r G r o s s A r e a 1 5 3 4 3 S F 5 3 9 ' - 6 " Fo u r t h F l o o r G r o s s A r e a 1 5 3 4 3 S F 5 3 9 ' - 6 " 77 4 1 8 S F Lo w e r L e v e l P e d e s t r i a n Co n n e c t o r 95 9 S F 1 4 6 ' - 9 1 / 4 " Fi r s t F l o o r P e d e s t r i a n Co n n e c t o r 11 3 1 S F 1 6 8 ' - 6 1 1 / 3 2 " Se c o n d F l o o r P e d e s t r i a n Co n n e c t o r 12 7 9 S F 1 8 4 ' - 6 1 5 / 1 6 " 33 6 9 S F Gr o s s B u i l d i n g A r e a 8 0 7 8 7 S F No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 DN UP 18 6 0 1 8 4 8 1 8 4 8 1 8 4 8 1 8 4 8 1 8 3 6 1 8 4 8 1 8 4 8 1 8 4 8 W1 1 C1 2 C12C12 C 1 2 C 1 2 C 1 2 C 1 2 C1 2 W 4 6 W 4 6 W3 4 W1 1 W3 4 W 4 6 W 4 6 1 8 4 8 1 8 4 8 18 4 8 18 4 8 UP C G CG C G C G CG C G CG C G CG C G CG C G CG C G CG C G CG CG A A B B C C D D E E F F G G H H I I J J 11 22 33 44 55 66 77 88 99 1010 1212XBXF XHXJ XMXN XQXSXU X2 X2 X3 X3 X4 X4 X1 X1 Me c h a n i c a l 01 2 F- 1 St o r a g e R o o m 00 9 F- 1 Li f e C y c l e T e s t i n g 02 1 F- 1 Me c h a n i c a l & Su p p l y 02 2 F- 1 Mo d e l S h o p 01 4 F- 1 St o r a g e R o o m 01 5 F- 1 Of f i c e 01 6 F- 1 Gr i n d i n g 01 7 F- 1 Cl e a n i n g R o o m 01 8 F- 1 3D P r i n t i n g 01 9 F- 1 Ba t h i n g Ex p e r i e n c e (F u t u r e ) 00 7 F- 1 Ba t h i n g I n s t a l l & Te s t i n g 00 4 F- 1 Pa c k a g e T e s t i n g 00 3 F- 1 La b W o r k A r e a 02 3 F- 1 W. I . P . 02 6 F- 1 Se c u r e S t o r a g e 02 7 F- 1 Op t i c a l 02 4 F- 1 Pe n d i n g 02 5 A F- 1 Of f i c e 02 9 F- 1 Wa t e r S e r v i c e 03 1 F- 1 El e c t r i c a l R o o m 03 0 F- 1 Wo r k r o o m 03 2 F- 1 Co r r i d o r 00 5 F- 1 Ch a n g i n g (F u t u r e ) 00 6 F- 1 W. R . R . 00 8 F- 1M. R . R . 01 0 F- 1 ID F 01 3 F- 1 Ja n . 01 1 F- 1 In c o m i n g 02 5 F- 1 La b O f f i c e s 02 8 F- 1 Co r r i d o r 00 2 F- 1 El e v a t o r EL E V 1 El e v a t o r EL E V 2 St a i r ST R 1 St a i r ST R 2 Ch a s e 00 4 A F- 1 El e v a t o r L o b b y 02 0 F- 1 90 M i n 4. 3 A. 4 A. 4 XA A Sm o k e Sm o k e 45 M i n 90 M i n 2 H r 2 H r 2 H r Sm o k e 1 H r 1 H r 1 H r 1 H r Sm o k e Sm o k e 1 H r 2 H r 2 H r 2 H r Sm o k e Sm o k e Sm o k e Sm o k e Sm o k e Sm o k e Sm o k e Sm o k e 45 M i n 45 M i n ±1 3 0 ' - 0 " ±6 5 ' - 0 " Ex i s t i n g Ex i t S t a i r Sm o k e Sm o k e 1 H r Fa c i l i t y S t o r a g e 03 3 F- 1 2 H r 2 H r 2 H r 2 H r H. 8 1 H r 1 H r 1 H r 1 H r In s t a l l c l o s e l y s p a c e d q u i c k re s p o n s e s p r i n k l e r s o n t h e e x i s t i n g si d e o f t h i s w a l l t o c o m p l e t e l y w e t th e e n t i r e w a l l p e r S e c t i o n 3 1 0 4 . 5 of t h e 2 0 1 4 I n d i a n a B u i l d i n g C o d e . St a t e V a r i a n c e 1 5 - 0 6 - 4 7 A p p r o v e d on 6 / 2 / 2 0 1 5 . Pe d e s t r i a n Co n n e c t o r 00 1 Sm o k e Sm o k e 1 Hour Fire Rated Wall 2 Hour Fire Rated Wall Path of Egress and Distance±6'-0"Direction of Egress at Exit DoorLife Safety Symbol Legend Smoke Partition - All doors in wall must be self-closing and be equipped with smoke gaskets Direction of Egress Between Buildings Access to Egress Stair with Exterior Exit at Grade Fire Extinguisher Cabinet - Semi Recessed A.2014 INDIANA BUILDING CODE B.BUILDING SQUARE FOOTAGE - ENCLOSED Lower Level 16,347 SF First Floor 16,429 SF Second Floor 13,955 SF Third Floor 15,343 SF Fourth Floor 15,343 SF TOTAL BUILDING 77,418 SF C.EXTERIOR SQUARE FOOTAGE - ANCILLARY North West Areaway 55 SF Elevated Patio 1,864 SF Exterior Stairs 171 SF Curved Canopy 779 SF Entry Canopy 299 SF Employee Entry Canopy 1,162 SF TOTAL 4,337 SF D.BUILDING TYPE & OCCUPANCY Construction Type:II A Building Occupancy:B, A-3, F-1 Building is non-seperated use per 508.3 E.ALLOWABLE HEIGHT Per Table 503 3 Stories and 65 Feet Increase per 504.2 1 Story and 20 Feet Total 4 Stories and 85 Feet F.AREA OF BUILDING (ALLOWABLE)Tabular Area (Table 503)15,500 SF Frontage Increase 10,850 SF Sprinkler Increase 31,000 SF Allowable Per Floor 57,350 SF Allowable Area Per Building 3 X 57,350 (Table 503, 506.3)172,050 SF G.PEDESTRIAN WALKWAY (SECTION 3104)1.Pedestrian Walkway shall not contribute to the building area or the number of stories of connected buildings Lower Level 959 SF First Floor 1,131 SF Second Floor 1,279 SF TOTAL WALKWAY 3,369 SF 2.Connected Buildings shall be considered separate structures 3.The Pedestrian walkway shall be non combustible construction H.AUTOMATIC SPRINKLERS 1.Connecting Walkway and New Building to have a full automatic sprinkler system installed per NFPA 13.2.Existing Building has a full automatic sprinkler system already installed.Building Code Analysis I.EGRESS SIZING See Sheet G-013 for Occupancy, door and exit stair width calculations. See sheet G-014 for comparison of exit width totals and actual widths provided.K.TRAVEL DISTANCE Travel distance to an exit from any point must not exceed 250 FT per Table 1016.2 Actual travel distances shown on plan1.2.J.EGRESS CONVERGENCE Egress from above and below converge at the first floor of Stair 1 and Stair 2. Exit width from stairs shows that the exterior doors as detailed exceed the existing requirements of the Lower Level and Second floor per 1005.6 L.INCIDENTAL USE Per IBC Sec. 509.4.2, Incidental Use rooms shall have walls extended to deck as a non-rated smoke partition, with self-closing doors tested in accordance with UL 1784 for air leakage rate. Penetrations through smoke partitions are required to be sealed but dampers are not required under Sec. 509.4.2 (with Indiana Amendments).M.ELEVATOR LOBBIES Elevator lobbies are not required to be enclosed per IBC Sec. 713.14.1 Exception #4.A.UL-Tested Fireproofing Chart (for 1-hr ratings)Building Columns (all)UL X790 Floor Supports (spray)UL D759 Floor Supports (intumescent)UL N614Fireproofing C.INTUMESCENT FIREPROOFINGB.SPRAY FIREPROOFING Spray fireproofing shall occur at the following locations: all building columns; First Floor framing; Second Floor framing; Third Floor framing; Fourth Floor framing; roof decks D.SPECIFICATIONS Spray or applied fireproofing shall be applied as described per manufacturer specifications. Refer to specification manual for additional information. Refer to UL and manufacturer charts for thickness reference based upon structural member or deck sizing for 1 hour rated construction. Submit product data for approval.Intumescent fireproofing shall occur at the following locations: All diagonal bracing.Add Alternate: 2nd Floor Framing at exposed ceilings overlapping suspended ceilings by 4'-0".Roof Deck & Beams UL S721 Diagonal Bracing (intumescent)UL X650 E.PEDESTRIAN CONNECTOR No spray fireproofing or other protective means is required at the Pedestrian Connector on floors Lower Level, First,and Second Floor, north of Grid 9.M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 4 : 0 2 : 3 3 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t G010Life Safety Plan -Lower LevelDelta Faucet Headquarters ExpansionJELJMG11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 8 " = 1 ' - 0 " 1 Li f e S a f e t y P l a n - L o w e r L e v e l Life Safety General Notes 1 Ratings shown are minimum requirements. See wall types for wall construction.2 Doors in fire rated walls to be fire rated per code to maintain wall rating.3 Applicable codes are as follows:A Building Code: Indiana Building Code, 2014 Edition (IBC, 2012 Edition, 1st printing) ANSI A117.1-2009 B Structural Code: Indiana Building Code, 2014 Edition (IBC, 2012 Edition, 1st printing) ANSI A117.1-2009 C Plumbing Code: Indiana Plumbing Code, 2012 Edition D Mechanical Code: Indiana Mechanical Code, 2014 Edition (IMC,2012 Edition, 1st printing)E Electrical Code: Indiana Electrical Code, 2009 Edition (NFPA 70-2008 F Fire/Life Safery Code: Indiana Fire Code, 2014 Edition (IFC 2012 Edition, 1st printing)G Accessibility Code: Indiana Building Code, 2014 Edition (IBC,2012 Edition, 1st printing) ANSI A117.1-2009 H Energy Conservation Code: Indiana Energy Conservation Code 2010 (ASHRAE 90.1, 2007 edition, as amended)I Elevator Code: Indiana Elevator Safety Code (ANSI/ASME A17.1, 2004, as amended & ANSI/ASME A17.1, 2007, as amended)J Fuel Gas Code: Indiana Fuel Gas code, 2014 Edition (IFGC,2012 Edition, 2nd printing)K Selected NFPA Standards as outlined at http://www.in.gov/dhs/2490.htm No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #211 UP UP UP (0.75~ 9 0 , 0 0 0 ~ ~ 2 . 5 " ) (0.75 ~ 1 2 0 , 0 0 0 ~ ~ 2 . 5 " ) D C HC HC D C AIR OUT AIR OUT D C H 1 8 4 2 H C H C D 1 C H E M C 1 H 1 R A E 1 E 2 D C G GG G H C D C C H H C UPUP UP A A B B C C D D E E F F G G H H I I J J 11 22 33 44 55 66 77 88 99 1010 12 12 XBXF XHXJ XMXN XQXSXU X2 X2 X3 X3 X4 X4 X1 X1 4. 3 A. 4 A. 4 In t e r n a t i o n a l 11 0 A- 3 Ve s t i b u l e 11 1 A- 3 Sh o w r o o m 11 2 A- 3 En t r y 11 3 A- 3 Ki t c h e n 10 5 A- 3 Ca f e 10 3 A- 3 Re c e p t i o n 11 4 A- 3 M. R . R . 11 6 A- 3 W. R . R . 11 7 A- 3 W. R . R . 10 7 A- 3 M. R . R . 10 8 A- 3 ID F 10 9 A- 3 Ja n . 10 6 A- 3 IT / E l e c 11 5 A- 3 Co r r i d o r 10 2 A- 3 Pe d e s t r i a n Co n n e c t o r 10 1 El e v a t o r EL E V 2 El e v a t o r EL E V 1 St a i r ST R 2 St a i r ST R 1 St a i r ST R 3 XA A 2 H r 2 H r 2 H r 2 H r 90 M i n 2 H r 2 H r ± 7 5 ' - 0 " Ex i s t i n g Ex i t S t a i r S m o k e Sm o k e Sm o k e ± 7 0 ' - 0 " ±1 0 0 ' - 0 " St o r a g e 11 8 A- 3 At r i u m 10 4 A- 3 2 H r 2 H r 2 H r 2 H r 2 H r 2 H r H. 8 2 H r 2 H r 2 H r 2 H r 90 M i n 2 H r 2 H r 2 H r In s t a l l c l o s e l y s p a c e d q u i c k re s p o n s e s p r i n k l e r s o n t h e e x i s t i n g si d e o f t h i s w a l l t o c o m p l e t e l y w e t th e e n t i r e w a l l p e r S e c t i o n 3 1 0 4 . 5 of t h e 2 0 1 4 I n d i a n a B u i l d i n g C o d e . St o r e f r o n t s h a l l h a v e g a s k e t e d fr a m e . S t a t e V a r i a n c e 1 5 - 0 6 - 4 7 ap p r o v e d o n 6 / 2 / 2 0 1 5 . Ho l d i n g 10 5 D A- 3 Sm o k e 3 1 / 2 " N W Co n c r e t e o n 2 " Co m p o s i t e S t e e l De c k 2 H r 1 Hour Fire Rated Wall 2 Hour Fire Rated Wall Path of Egress and Distance±6'-0"Direction of Egress at Exit DoorLife Safety Symbol Legend Smoke Partition - All doors in wall must be self-closing and be equipped with smoke gaskets Direction of Egress Between Buildings Access to Egress Stair with Exterior Exit at Grade Fire Extinguisher Cabinet - Semi Recessed A.2014 INDIANA BUILDING CODE B.BUILDING SQUARE FOOTAGE - ENCLOSED Lower Level 16,347 SF First Floor 16,429 SF Second Floor 13,955 SF Third Floor 15,343 SF Fourth Floor 15,343 SF TOTAL BUILDING 77,418 SF C.EXTERIOR SQUARE FOOTAGE - ANCILLARY North West Areaway 55 SF Elevated Patio 1,864 SF Exterior Stairs 171 SF Curved Canopy 779 SF Entry Canopy 299 SF Employee Entry Canopy 1,162 SF TOTAL 4,337 SF D.BUILDING TYPE & OCCUPANCY Construction Type:II A Building Occupancy:B, A-3, F-1 Building is non-seperated use per 508.3 E.ALLOWABLE HEIGHT Per Table 503 3 Stories and 65 Feet Increase per 504.2 1 Story and 20 Feet Total 4 Stories and 85 Feet F.AREA OF BUILDING (ALLOWABLE)Tabular Area (Table 503)15,500 SF Frontage Increase 10,850 SF Sprinkler Increase 31,000 SF Allowable Per Floor 57,350 SF Allowable Area Per Building 3 X 57,350 (Table 503, 506.3)172,050 SF G.PEDESTRIAN WALKWAY (SECTION 3104)1.Pedestrian Walkway shall not contribute to the building area or the number of stories of connected buildings Lower Level 959 SF First Floor 1,131 SF Second Floor 1,279 SF TOTAL WALKWAY 3,369 SF 2.Connected Buildings shall be considered separate structures 3.The Pedestrian walkway shall be non combustible construction H.AUTOMATIC SPRINKLERS 1.Connecting Walkway and New Building to have a full automatic sprinkler system installed per NFPA 13.2.Existing Building has a full automatic sprinkler system already installed.Building Code Analysis I.EGRESS SIZING See Sheet G-013 for Occupancy, door and exit stair width calculations. See sheet G-014 for comparison of exit width totals and actual widths provided.K.TRAVEL DISTANCE Travel distance to an exit from any point must not exceed 250 FT per Table 1016.2 Actual travel distances shown on plan1.2.J.EGRESS CONVERGENCE Egress from above and below converge at the first floor of Stair 1 and Stair 2. Exit width from stairs shows that the exterior doors as detailed exceed the existing requirements of the Lower Level and Second floor per 1005.6 L.INCIDENTAL USE Per IBC Sec. 509.4.2, Incidental Use rooms shall have walls extended to deck as a non-rated smoke partition, with self-closing doors tested in accordance with UL 1784 for air leakage rate. Penetrations through smoke partitions are required to be sealed but dampers are not required under Sec. 509.4.2 (with Indiana Amendments).M.ELEVATOR LOBBIES Elevator lobbies are not required to be enclosed per IBC Sec. 713.14.1 Exception #4.A.UL-Tested Fireproofing Chart (for 1-hr ratings)Building Columns (all)UL X790 Floor Supports (spray)UL D759 Floor Supports (intumescent)UL N614Fireproofing C.INTUMESCENT FIREPROOFINGB.SPRAY FIREPROOFING Spray fireproofing shall occur at the following locations: all building columns; First Floor framing; Second Floor framing; Third Floor framing; Fourth Floor framing; roof decks D.SPECIFICATIONS Spray or applied fireproofing shall be applied as described per manufacturer specifications. Refer to specification manual for additional information. Refer to UL and manufacturer charts for thickness reference based upon structural member or deck sizing for 1 hour rated construction. Submit product data for approval.Intumescent fireproofing shall occur at the following locations: All diagonal bracing.Add Alternate: 2nd Floor Framing at exposed ceilings overlapping suspended ceilings by 4'-0".Roof Deck & Beams UL S721 Diagonal Bracing (intumescent)UL X650 E.PEDESTRIAN CONNECTOR No spray fireproofing or other protective means is required at the Pedestrian Connector on floors Lower Level, First,and Second Floor, north of Grid 9.M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 4 : 0 2 : 4 6 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t G011Life Safety Plan -First FloorDelta Faucet Headquarters ExpansionJELJMG11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 8 " = 1 ' - 0 " 1 Li f e S a f e t y P l a n - F i r s t F l o o r Life Safety General Notes 1 Ratings shown are minimum requirements. See wall types for wall construction.2 Doors in fire rated walls to be fire rated per code to maintain wall rating.3 Applicable codes are as follows:A Building Code: Indiana Building Code, 2014 Edition (IBC, 2012 Edition, 1st printing) ANSI A117.1-2009 B Structural Code: Indiana Building Code, 2014 Edition (IBC, 2012 Edition, 1st printing) ANSI A117.1-2009 C Plumbing Code: Indiana Plumbing Code, 2012 Edition D Mechanical Code: Indiana Mechanical Code, 2014 Edition (IMC,2012 Edition, 1st printing)E Electrical Code: Indiana Electrical Code, 2009 Edition (NFPA 70-2008 F Fire/Life Safery Code: Indiana Fire Code, 2014 Edition (IFC 2012 Edition, 1st printing)G Accessibility Code: Indiana Building Code, 2014 Edition (IBC,2012 Edition, 1st printing) ANSI A117.1-2009 H Energy Conservation Code: Indiana Energy Conservation Code 2010 (ASHRAE 90.1, 2007 edition, as amended)I Elevator Code: Indiana Elevator Safety Code (ANSI/ASME A17.1, 2004, as amended & ANSI/ASME A17.1, 2007, as amended)J Fuel Gas Code: Indiana Fuel Gas code, 2014 Edition (IFGC,2012 Edition, 2nd printing)K Selected NFPA Standards as outlined at http://www.in.gov/dhs/2490.htm No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #211 DN UP UP UP 24 4 8 2 4 4 8 2 4 4 8 2 4 4 8 2 4 3 0 D CD A A B B C C D D E E F F G G H H I I J J 11 22 33 44 55 66 77 88 99 1010 1212XBXF XHXJ XMXN XQXSXU X2 X2 X3 X3 X4 X4 X1 X1 4. 3 A. 4 A. 4 At r i u m 20 4 A- 3 Me e t i n g R o o m 21 3 A- 3 Co n f e r e n c e R o o m 20 7 A- 3 W. R . R . 21 0 A- 3 M. R . R . 21 1 A- 3 ID F 21 2 A- 3 Ja n . 20 9 A- 3 Bu s i n e s s C e n t e r 22 0 A- 3 W. R . R . 22 1 A- 3 IT / E l e c 22 2 A- 3 M. R . R . 22 3 A- 3 Ca t e r i n g S t a g i n g 21 8 A- 3 Me e t i n g R o o m 21 5 A- 3 AV C l o s e t 21 7 A- 3 Co n f e r e n c e R o o m 20 6 A- 3 Co n f e r e n c e R o o m 20 5 A- 3 El e v a t o r EL E V 2 El e v a t o r EL E V 1 St a i r ST R 1 St a i r ST R 2 St a i r ST R 3 Pe d e s t r i a n Co n n e c t o r 20 1 Co r r i d o r 20 2 A- 3 Br e a k - o u t A r e a 21 9 A- 3 Ve s t i b u l e 20 8 A- 3 Me e t i n g R o o m 21 4 A- 3 Me e t i n g R o o m 21 6 A- 3 XA A 2 H r 90 M i n 2 H r 2 H r 2 H r 2 H r 2 H r 90 M i n S m o k e Sm o k e Sm o k e 2 H r 2 H r 2 H r ±1 1 5 ' - 0 " Ex i s t i n g Ex i t S t a i r ± 9 0 ' - 0 " ±6 5 ' - 0 " ±8 0 ' - 0 " ±1 5 5 ' - 0 " St o r a g e 20 3 A- 3 2 H r 2 H r 2 H r 2 H r 2 H r 2 H r H. 8 2 H r 2 H r 2 H r 2 H r 2 H r 2 H r 2 H r Pl a z a D e c k 22 4 A- 3 In s t a l l c l o s e l y s p a c e d q u i c k re s p o n s e s p r i n k l e r s o n t h e e x i s t i n g si d e o f t h i s w a l l t o c o m p l e t e l y w e t th e e n t i r e w a l l p e r S e c t i o n 3 1 0 4 . 5 of t h e 2 0 1 4 I n d i a n a B u i l d i n g C o d e . St o r e f r o n t s h a l l h a v e g a s k e t e d fr a m e . S t a t e V a r i a n c e 1 5 - 0 6 - 4 7 ap p r o v e d o n 6 / 2 / 2 0 1 5 . Sm o k e 3 1 / 2 " N W Co n c r e t e o n 2 " Co m p o s i t e S t e e l De c k 2 H r 1 Hour Fire Rated Wall 2 Hour Fire Rated Wall Path of Egress and Distance±6'-0"Direction of Egress at Exit DoorLife Safety Symbol Legend Smoke Partition - All doors in wall must be self-closing and be equipped with smoke gaskets Direction of Egress Between Buildings Access to Egress Stair with Exterior Exit at Grade Fire Extinguisher Cabinet - Semi Recessed A.2014 INDIANA BUILDING CODE B.BUILDING SQUARE FOOTAGE - ENCLOSED Lower Level 16,347 SF First Floor 16,429 SF Second Floor 13,955 SF Third Floor 15,343 SF Fourth Floor 15,343 SF TOTAL BUILDING 77,418 SF C.EXTERIOR SQUARE FOOTAGE - ANCILLARY North West Areaway 55 SF Elevated Patio 1,864 SF Exterior Stairs 171 SF Curved Canopy 779 SF Entry Canopy 299 SF Employee Entry Canopy 1,162 SF TOTAL 4,337 SF D.BUILDING TYPE & OCCUPANCY Construction Type:II A Building Occupancy:B, A-3, F-1 Building is non-seperated use per 508.3 E.ALLOWABLE HEIGHT Per Table 503 3 Stories and 65 Feet Increase per 504.2 1 Story and 20 Feet Total 4 Stories and 85 Feet F.AREA OF BUILDING (ALLOWABLE)Tabular Area (Table 503)15,500 SF Frontage Increase 10,850 SF Sprinkler Increase 31,000 SF Allowable Per Floor 57,350 SF Allowable Area Per Building 3 X 57,350 (Table 503, 506.3)172,050 SF G.PEDESTRIAN WALKWAY (SECTION 3104)1.Pedestrian Walkway shall not contribute to the building area or the number of stories of connected buildings Lower Level 959 SF First Floor 1,131 SF Second Floor 1,279 SF TOTAL WALKWAY 3,369 SF 2.Connected Buildings shall be considered separate structures 3.The Pedestrian walkway shall be non combustible construction H.AUTOMATIC SPRINKLERS 1.Connecting Walkway and New Building to have a full automatic sprinkler system installed per NFPA 13.2.Existing Building has a full automatic sprinkler system already installed.Building Code Analysis I.EGRESS SIZING See Sheet G-013 for Occupancy, door and exit stair width calculations. See sheet G-014 for comparison of exit width totals and actual widths provided.K.TRAVEL DISTANCE Travel distance to an exit from any point must not exceed 250 FT per Table 1016.2 Actual travel distances shown on plan1.2.J.EGRESS CONVERGENCE Egress from above and below converge at the first floor of Stair 1 and Stair 2. Exit width from stairs shows that the exterior doors as detailed exceed the existing requirements of the Lower Level and Second floor per 1005.6 L.INCIDENTAL USE Per IBC Sec. 509.4.2, Incidental Use rooms shall have walls extended to deck as a non-rated smoke partition, with self-closing doors tested in accordance with UL 1784 for air leakage rate. Penetrations through smoke partitions are required to be sealed but dampers are not required under Sec. 509.4.2 (with Indiana Amendments).M.ELEVATOR LOBBIES Elevator lobbies are not required to be enclosed per IBC Sec. 713.14.1 Exception #4.A.UL-Tested Fireproofing Chart (for 1-hr ratings)Building Columns (all)UL X790 Floor Supports (spray)UL D759 Floor Supports (intumescent)UL N614Fireproofing C.INTUMESCENT FIREPROOFINGB.SPRAY FIREPROOFING Spray fireproofing shall occur at the following locations: all building columns; First Floor framing; Second Floor framing; Third Floor framing; Fourth Floor framing; roof decks D.SPECIFICATIONS Spray or applied fireproofing shall be applied as described per manufacturer specifications. Refer to specification manual for additional information. Refer to UL and manufacturer charts for thickness reference based upon structural member or deck sizing for 1 hour rated construction. Submit product data for approval.Intumescent fireproofing shall occur at the following locations: All diagonal bracing.Add Alternate: 2nd Floor Framing at exposed ceilings overlapping suspended ceilings by 4'-0".Roof Deck & Beams UL S721 Diagonal Bracing (intumescent)UL X650 E.PEDESTRIAN CONNECTOR No spray fireproofing or other protective means is required at the Pedestrian Connector on floors Lower Level, First,and Second Floor, north of Grid 9.M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 4 : 0 2 : 5 2 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t G012Life Safety Plan -Second FloorDelta Faucet Headquarters ExpansionJELJMG11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 8 " = 1 ' - 0 " 1 Li f e S a f e t y P l a n - S e c o n d F l o o r Life Safety General Notes 1 Ratings shown are minimum requirements. See wall types for wall construction.2 Doors in fire rated walls to be fire rated per code to maintain wall rating.3 Applicable codes are as follows:A Building Code: Indiana Building Code, 2014 Edition (IBC, 2012 Edition, 1st printing) ANSI A117.1-2009 B Structural Code: Indiana Building Code, 2014 Edition (IBC, 2012 Edition, 1st printing) ANSI A117.1-2009 C Plumbing Code: Indiana Plumbing Code, 2012 Edition D Mechanical Code: Indiana Mechanical Code, 2014 Edition (IMC,2012 Edition, 1st printing)E Electrical Code: Indiana Electrical Code, 2009 Edition (NFPA 70-2008 F Fire/Life Safery Code: Indiana Fire Code, 2014 Edition (IFC 2012 Edition, 1st printing)G Accessibility Code: Indiana Building Code, 2014 Edition (IBC,2012 Edition, 1st printing) ANSI A117.1-2009 H Energy Conservation Code: Indiana Energy Conservation Code 2010 (ASHRAE 90.1, 2007 edition, as amended)I Elevator Code: Indiana Elevator Safety Code (ANSI/ASME A17.1, 2004, as amended & ANSI/ASME A17.1, 2007, as amended)J Fuel Gas Code: Indiana Fuel Gas code, 2014 Edition (IFGC,2012 Edition, 2nd printing)K Selected NFPA Standards as outlined at http://www.in.gov/dhs/2490.htm No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #211 UP UP UP UP A A B B C C D D E E F F G G H H I I J J 11 22 33 44 55 66 77 88 4. 3 A. 4 A. 4 C i r c u l a t i o n 3 0 2 B M. R . R . 33 1 B W. R . R . 33 0 B IT / E l e c 33 3 B W. R . R . 31 3 B M. R . R . 31 2 B Ja n . 31 4 B ID F 31 1 B El e v a t o r EL E V 2 El e v a t o r EL E V 1 St a i r ST R 1 St a i r ST R 2 El e v a t o r L o b b y 30 1 B St o r a g e R o o m 33 2 B 90 M i n 2 H r 2 H r 2 H r 2 H r 2 H r 2 H r 90 M i n 2 H r 2 H r 2 H r 2 H r ±1 2 0 ' - 0 " ±1 1 0 ' - 0 " 2 H r 2 H r 2 H r 2 H r 2 H r 2 H r H. 8 2 H r 2 H r 2 H r Ki t c h e n e t t e 32 9 B Ve n d i n g 32 8 B 2 H r 2 H r 2 H r 2 H r Su p p l y C h a i n 35 0 B E- B u s i n e s s 30 3 B Of f i c e 30 4 B Of f i c e 30 5 B Of f i c e 30 6 B Me e t i n g 30 7 B Me e t i n g 30 8 B Me e t i n g 30 9 B Me e t i n g 31 0 B HR D e p t . 31 5 B Of f i c e 31 6 B VP O f f i c e 31 8 B Of f i c e 32 1 B Of f i c e 32 0 B Of f i c e 32 3 B Of f i c e 32 2 B Of f i c e 32 4 B Of f i c e 32 6 B Of f i c e 32 5 B Li b r a r y 32 7 B In t e r n a t i o n a l 33 4 B Of f i c e 33 5 B VP O f f i c e 33 6 B Of f i c e 33 7 B Of f i c e 33 8 B Of f i c e 34 3 B Of f i c e 34 4 B Of f i c e 34 6 B Of f i c e 34 5 BOf f i c e 34 7 B Of f i c e 34 8 B Of f i c e 34 9 B St o r a g e 35 1 B Of f i c e 33 9 B Of f i c e 34 0 B Of f i c e 34 1 B Of f i c e 34 2 B Me e t i n g 31 7 B 2 H r 1 Hour Fire Rated Wall 2 Hour Fire Rated Wall Path of Egress and Distance±6'-0"Direction of Egress at Exit DoorLife Safety Symbol Legend Smoke Partition - All doors in wall must be self-closing and be equipped with smoke gaskets Direction of Egress Between Buildings Access to Egress Stair with Exterior Exit at Grade Fire Extinguisher Cabinet - Semi Recessed A.2014 INDIANA BUILDING CODE B.BUILDING SQUARE FOOTAGE - ENCLOSED Lower Level 16,347 SF First Floor 16,429 SF Second Floor 13,955 SF Third Floor 15,343 SF Fourth Floor 15,343 SF TOTAL BUILDING 77,418 SF C.EXTERIOR SQUARE FOOTAGE - ANCILLARY North West Areaway 55 SF Elevated Patio 1,864 SF Exterior Stairs 171 SF Curved Canopy 779 SF Entry Canopy 299 SF Employee Entry Canopy 1,162 SF TOTAL 4,337 SF D.BUILDING TYPE & OCCUPANCY Construction Type:II A Building Occupancy:B, A-3, F-1 Building is non-seperated use per 508.3 E.ALLOWABLE HEIGHT Per Table 503 3 Stories and 65 Feet Increase per 504.2 1 Story and 20 Feet Total 4 Stories and 85 Feet F.AREA OF BUILDING (ALLOWABLE)Tabular Area (Table 503)15,500 SF Frontage Increase 10,850 SF Sprinkler Increase 31,000 SF Allowable Per Floor 57,350 SF Allowable Area Per Building 3 X 57,350 (Table 503, 506.3)172,050 SF G.PEDESTRIAN WALKWAY (SECTION 3104)1.Pedestrian Walkway shall not contribute to the building area or the number of stories of connected buildings Lower Level 959 SF First Floor 1,131 SF Second Floor 1,279 SF TOTAL WALKWAY 3,369 SF 2.Connected Buildings shall be considered separate structures 3.The Pedestrian walkway shall be non combustible construction H.AUTOMATIC SPRINKLERS 1.Connecting Walkway and New Building to have a full automatic sprinkler system installed per NFPA 13.2.Existing Building has a full automatic sprinkler system already installed.Building Code Analysis I.EGRESS SIZING See Sheet G-013 for Occupancy, door and exit stair width calculations. See sheet G-014 for comparison of exit width totals and actual widths provided.K.TRAVEL DISTANCE Travel distance to an exit from any point must not exceed 250 FT per Table 1016.2 Actual travel distances shown on plan1.2.J.EGRESS CONVERGENCE Egress from above and below converge at the first floor of Stair 1 and Stair 2. Exit width from stairs shows that the exterior doors as detailed exceed the existing requirements of the Lower Level and Second floor per 1005.6 L.INCIDENTAL USE Per IBC Sec. 509.4.2, Incidental Use rooms shall have walls extended to deck as a non-rated smoke partition, with self-closing doors tested in accordance with UL 1784 for air leakage rate. Penetrations through smoke partitions are required to be sealed but dampers are not required under Sec. 509.4.2 (with Indiana Amendments).M.ELEVATOR LOBBIES Elevator lobbies are not required to be enclosed per IBC Sec. 713.14.1 Exception #4.A.UL-Tested Fireproofing Chart (for 1-hr ratings)Building Columns (all)UL X790 Floor Supports (spray)UL D759 Floor Supports (intumescent)UL N614Fireproofing C.INTUMESCENT FIREPROOFINGB.SPRAY FIREPROOFING Spray fireproofing shall occur at the following locations: all building columns; First Floor framing; Second Floor framing; Third Floor framing; Fourth Floor framing; roof decks D.SPECIFICATIONS Spray or applied fireproofing shall be applied as described per manufacturer specifications. Refer to specification manual for additional information. Refer to UL and manufacturer charts for thickness reference based upon structural member or deck sizing for 1 hour rated construction. Submit product data for approval.Intumescent fireproofing shall occur at the following locations: All diagonal bracing.Add Alternate: 2nd Floor Framing at exposed ceilings overlapping suspended ceilings by 4'-0".Roof Deck & Beams UL S721 Diagonal Bracing (intumescent)UL X650 E.PEDESTRIAN CONNECTOR No spray fireproofing or other protective means is required at the Pedestrian Connector on floors Lower Level, First,and Second Floor, north of Grid 9.M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 4 : 0 2 : 5 7 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t G013Life Safety Plan -Third FloorDelta Faucet Headquarters ExpansionJELJMG11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 8 " = 1 ' - 0 " 1 Li f e S a f e t y P l a n - T h i r d F l o o r Life Safety General Notes 1 Ratings shown are minimum requirements. See wall types for wall construction.2 Doors in fire rated walls to be fire rated per code to maintain wall rating.3 Applicable codes are as follows:A Building Code: Indiana Building Code, 2014 Edition (IBC, 2012 Edition, 1st printing) ANSI A117.1-2009 B Structural Code: Indiana Building Code, 2014 Edition (IBC, 2012 Edition, 1st printing) ANSI A117.1-2009 C Plumbing Code: Indiana Plumbing Code, 2012 Edition D Mechanical Code: Indiana Mechanical Code, 2014 Edition (IMC,2012 Edition, 1st printing)E Electrical Code: Indiana Electrical Code, 2009 Edition (NFPA 70-2008 F Fire/Life Safery Code: Indiana Fire Code, 2014 Edition (IFC 2012 Edition, 1st printing)G Accessibility Code: Indiana Building Code, 2014 Edition (IBC,2012 Edition, 1st printing) ANSI A117.1-2009 H Energy Conservation Code: Indiana Energy Conservation Code 2010 (ASHRAE 90.1, 2007 edition, as amended)I Elevator Code: Indiana Elevator Safety Code (ANSI/ASME A17.1, 2004, as amended & ANSI/ASME A17.1, 2007, as amended)J Fuel Gas Code: Indiana Fuel Gas code, 2014 Edition (IFGC,2012 Edition, 2nd printing)K Selected NFPA Standards as outlined at http://www.in.gov/dhs/2490.htm Oc c u p a n c y & E x i t i n g A r e a S c h e d u l e Oc c u p a n c y Ro o m Gr o s s A r e a No n Ca l c u l a t e d Ro o m A r e a Ne t A r e a C l a s s i f i c a t i o n Ca l c u l a t e d V a l u e s Nu m b e r N a m e Oc c u p a n t s Ex i t Ca p a c i t y - Ho r i z o n t a l Ex i t Ca p a c i t y - S t a i r s Lo w e r L e v e l F- 1 0 0 2 C o r r i d o r 5 2 3 . 1 4 S F 0 . 0 0 S F 5 2 3 . 1 4 S F B u s i n e s s a r e a s 6 0 . 9 1 . 2 F- 1 0 0 3 P a c k a g e T e s t i n g 3 8 4 . 0 9 S F 0 . 0 0 S F 3 8 4 . 0 9 S F I n d u s t r i a l 4 0 . 6 0 . 8 F- 1 0 0 4 B a t h i n g I n s t a l l & T e s t i n g 4 4 1 . 5 0 S F 0 . 0 0 S F 4 4 1 . 5 0 S F I n d u s t r i a l 5 0 . 7 5 1 F- 1 0 0 4 A C h a s e 1 4 8 . 4 4 S F 0 . 0 0 S F 1 4 8 . 4 4 S F A c c e s s o r y s t o r a g e a r e a s , m e c h a n i c a l e q u i p m e n t r o o m 1 0 . 1 5 0 . 2 F- 1 0 0 5 C o r r i d o r 1 1 1 1 . 2 2 S F 0 . 0 0 S F 1 1 1 1 . 2 2 S F B u s i n e s s a r e a s 1 2 1 . 8 2 . 4 F- 1 0 0 6 C h a n g i n g ( F u t u r e ) 1 3 3 . 2 2 S F 0 . 0 0 S F 1 3 3 . 2 2 S F B u s i n e s s a r e a s 2 0 . 3 0 . 4 F- 1 0 0 7 B a t h i n g E x p e r i e n c e ( F u t u r e ) 3 2 0 . 3 5 S F 0 . 0 0 S F 3 2 0 . 3 5 S F I n d u s t r i a l 4 0 . 6 0 . 8 F- 1 0 0 8 W . R . R . 1 2 6 . 8 8 S F 0 . 0 0 S F 1 2 6 . 8 8 S F B u s i n e s s a r e a s 2 0 . 3 0 . 4 F- 1 0 0 9 S t o r a g e R o o m 1 0 6 8 . 9 7 S F 0 . 0 0 S F 1 0 6 8 . 9 7 S F A c c e ss o r y s t o r a g e a r e a s , m e c h a n i c a l e q u i p m e n t r o o m 4 0 . 6 0 . 8 F- 1 0 1 0 M . R . R . 1 2 5 . 0 3 S F 0 . 0 0 S F 1 2 5 . 0 3 S F B u s i n e s s a r e a s 2 0 . 3 0 . 4 F- 1 0 1 1 J a n . 2 7 . 6 0 S F 0 . 0 0 S F 2 7 . 6 0 S F A c c e s s o r y st o r a g e a r e a s , m e c h a n i c a l e q u i p m e n t r o o m 1 0 . 1 5 0 . 2 F- 1 0 1 2 M e c h a n i c a l 6 9 1 . 9 6 S F 0 . 0 0 S F 6 9 1 . 9 6 S F A c c e s s or y s t o r a g e a r e a s , m e c h a n i c a l e q u i p m e n t r o o m 3 0 . 4 5 0 . 6 F- 1 0 1 3 I D F 7 2 . 2 9 S F 0 . 0 0 S F 7 2 . 2 9 S F A c c e s s o r y s t or a g e a r e a s , m e c h a n i c a l e q u i p m e n t r o o m 1 0 . 1 5 0 . 2 F- 1 0 1 4 M o d e l S h o p 1 0 6 9 . 0 1 S F 0 . 0 0 S F 1 0 6 9 . 0 1 S F I n d u s t r i a l 1 1 1 . 6 5 2 . 2 F- 1 0 1 5 S t o r a g e R o o m 2 2 9 . 1 0 S F 0 . 0 0 S F 2 2 9 . 1 0 S F A c c e ss o r y s t o r a g e a r e a s , m e c h a n i c a l e q u i p m e n t r o o m 1 0 . 1 5 0 . 2 F- 1 0 1 6 O f f i c e 1 5 9 . 1 7 S F 0 . 0 0 S F 1 5 9 . 1 7 S F B u s i n e s s a r e a s 2 0 . 3 0 . 4 F- 1 0 1 7 G r i n d i n g 1 9 2 . 4 0 S F 0 . 0 0 S F 1 9 2 . 4 0 S F I n d u s t r i a l 2 0 . 3 0 . 4 F- 1 0 1 8 C l e a n i n g R o o m 1 9 8 . 7 5 S F 0 . 0 0 S F 1 9 8 . 7 5 S F I n d u s t r i a l 2 0 . 3 0 . 4 F- 1 0 1 9 3 D P r i n t i n g 3 5 4 . 9 2 S F 0 . 0 0 S F 3 5 4 . 9 2 S F I n d u s t r i a l 4 0 . 6 0 . 8 F- 1 0 2 0 E l e v a t o r L o b b y 1 7 5 . 4 3 S F 0 . 0 0 S F 1 7 5 . 4 3 S F B u s i n e s s a r e a s 2 0 . 3 0 . 4 F- 1 0 2 1 L i f e C y c l e T e s t i n g 1 3 1 5 . 4 0 S F 0 . 0 0 S F 1 3 1 5 . 4 0 S F I n d u s t r i a l 1 4 2 . 1 2 . 8 F- 1 0 2 2 M e c h a n i c a l & S u p p l y 5 8 1 . 6 4 S F 0 . 0 0 S F 5 8 1 . 6 4 S F A cc e s s o r y s t o r a g e a r e a s , m e c h a n i c a l e q u i p m e n t r o o m 2 0 . 3 0 . 4 F- 1 0 2 3 L a b W o r k A r e a 2 2 9 7 . 7 7 S F 0 . 0 0 S F 2 2 9 7 . 7 7 S F I n d u s t r i a l 2 3 3 . 4 5 4 . 6 F- 1 0 2 4 O p t i c a l 1 0 5 . 8 4 S F 0 . 0 0 S F 1 0 5 . 8 4 S F I n d u s t r i a l 2 0 . 3 0 . 4 F- 1 0 2 5 I n c o m i n g 4 1 1 . 1 3 S F 0 . 0 0 S F 4 1 1 . 1 3 S F I n d u s t r i a l 5 0 . 7 5 1 F- 1 0 2 5 A P e n d i n g 1 6 5 . 9 1 S F 0 . 0 0 S F 1 6 5 . 9 1 S F I n d u s t r i a l 2 0 . 3 0 . 4 F- 1 0 2 6 W . I . P . 5 2 0 . 3 6 S F 0 . 0 0 S F 5 2 0 . 3 6 S F I n d u s t r i a l 6 0 . 9 1 . 2 F- 1 0 2 7 S e c u r e S t o r a g e 9 1 . 2 8 S F 0 . 0 0 S F 9 1 . 2 8 S F A c c e s s or y s t o r a g e a r e a s , m e c h a n i c a l e q u i p m e n t r o o m 1 0 . 1 5 0 . 2 F- 1 0 2 8 L a b O f f i c e s 7 9 1 . 1 2 S F 0 . 0 0 S F 7 9 1 . 1 2 S F B u s i n e s s a r e a s 8 1 . 2 1 . 6 F- 1 0 2 9 O f f i c e 1 4 7 . 1 9 S F 0 . 0 0 S F 1 4 7 . 1 9 S F B u s i n e s s a r e a s 2 0 . 3 0 . 4 F- 1 0 3 0 E l e c t r i c a l R o o m 3 2 7 . 0 6 S F 0 . 0 0 S F 3 2 7 . 0 6 S F A cc e s s o r y s t o r a g e a r e a s , m e c h a n i c a l e q u i p m e n t r o o m 2 0 . 3 0 . 4 F- 1 0 3 1 W a t e r S e r v i c e 1 7 5 . 4 9 S F 0 . 0 0 S F 1 7 5 . 4 9 S F A c c e ss o r y s t o r a g e a r e a s , m e c h a n i c a l e q u i p m e n t r o o m 1 0 . 1 5 0 . 2 F- 1 0 3 2 W o r k r o o m 1 3 0 . 2 3 S F 0 . 0 0 S F 1 3 0 . 2 3 S F A c c e s s or y s t o r a g e a r e a s , m e c h a n i c a l e q u i p m e n t r o o m 1 0 . 1 5 0 . 2 F- 1 0 3 3 F a c i l i t y S t o r a g e 1 6 3 . 3 6 S F 0 . 0 0 S F 1 6 3 . 3 6 S F A cc e s s o r y s t o r a g e a r e a s , m e c h a n i c a l e q u i p m e n t r o o m 1 0 . 1 5 0 . 2 F- 1 1 4 7 7 7 . 2 5 S F 1 4 7 7 7 . 2 5 S F 1 4 1 2 1 . 1 5 2 8 . 2 Fi r s t F l o o r A- 3 1 0 2 C o r r i d o r 4 1 0 . 6 9 S F 0 . 0 0 S F 4 1 0 . 6 9 S F B u s i n e s s a r e a s 5 0 . 7 5 1 A- 3 1 0 3 C a f e 2 3 1 8 . 6 7 S F 4 5 . 0 0 S F 2 2 7 3 . 6 7 S F A s s e m b l y w i t h o u t f i x e d s e a t s - U n c o n c e n t r a t e d ( t a b l e s an d c h a i r s ) 15 2 2 2 . 8 3 0 . 4 A- 3 1 0 4 A t r i u m 3 7 6 2 . 1 1 S F 1 5 8 8 . 0 0 S F 2 1 7 4 . 1 1 S F A s s e m b l y w i t h o u t f i x e d s e a t s - S t a n d i n g s p a c e 4 3 5 6 5 . 2 5 8 7 A- 3 1 0 5 K i t c h e n 6 6 8 . 5 1 S F 0 . 0 0 S F 6 6 8 . 5 1 S F K i t c h e n s , c o m m e r c i a l 4 0 . 6 0 . 8 A- 3 1 0 5 D H o l d i n g 4 3 . 3 1 S F 0 . 0 0 S F 4 3 . 3 1 S F K i t c h e n s , c o m m e r c i a l 1 0 . 1 5 0 . 2 A- 3 1 0 6 J a n . 3 0 . 2 3 S F 0 . 0 0 S F 3 0 . 2 3 S F A c c e s s o r y st o r a g e a r e a s , m e c h a n i c a l e q u i p m e n t r o o m 1 0 . 1 5 0 . 2 A- 3 1 0 7 W . R . R . 2 1 9 . 6 9 S F 0 . 0 0 S F 2 1 9 . 6 9 S F B u s i n e s s a r e a s 3 0 . 4 5 0 . 6 A- 3 1 0 8 M . R . R . 1 7 2 . 1 1 S F 0 . 0 0 S F 1 7 2 . 1 1 S F B u s i n e s s a r e a s 2 0 . 3 0 . 4 A- 3 1 0 9 I D F 6 7 . 4 8 S F 0 . 0 0 S F 6 7 . 4 8 S F A c c e s s o r y s t or a g e a r e a s , m e c h a n i c a l e q u i p m e n t r o o m 1 0 . 1 5 0 . 2 A- 3 1 1 0 I n t e r n a t i o n a l 7 1 9 . 1 1 S F 3 8 . 0 0 S F 6 8 1 . 1 1 S F A ss e m b l y - E x h i b i t G a l l e r y a n d M u s e u m 2 3 3 . 4 5 4 . 6 A- 3 1 1 1 V e s t i b u l e 1 0 3 . 6 4 S F 0 . 0 0 S F 1 0 3 . 6 4 S F B u s i n e s s a r e a s 2 0 . 3 0 . 4 A- 3 1 1 2 S h o w r o o m 5 0 8 0 . 4 5 S F 1 6 2 7 . 3 9 S F 3 4 5 3 . 0 6 S F A s s e mb l y - E x h i b i t G a l l e r y a n d M u s e u m 1 1 6 1 7 . 4 2 3 . 2 A- 3 1 1 2 A L i g h t i n g C l o s e t 6 . 0 2 S F 0 . 0 0 S F 6 . 0 2 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 A- 3 1 1 3 E n t r y 1 5 4 . 1 7 S F 0 . 0 0 S F 1 5 4 . 1 7 S F B u s i n e s s a r e a s 2 0 . 3 0 . 4 A- 3 1 1 4 R e c e p t i o n 5 6 2 . 3 1 S F 0 . 0 0 S F 5 6 2 . 3 1 S F B u s i n e s s a r e a s 6 0 . 9 1 . 2 A- 3 1 1 5 I T / E l e c 1 0 0 . 1 6 S F 0 . 0 0 S F 1 0 0 . 1 6 S F A c c e s s o r y s t o r a g e a r e a s , m e c h a n i c a l e q u i p m e n t r o o m 1 0 . 1 5 0 . 2 A- 3 1 1 6 M . R . R . 5 1 . 9 4 S F 0 . 0 0 S F 5 1 . 9 4 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 A- 3 1 1 7 W . R . R . 8 4 . 5 0 S F 0 . 0 0 S F 8 4 . 5 0 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 A- 3 1 1 8 S t o r a g e 1 6 1 . 8 9 S F 0 . 0 0 S F 1 6 1 . 8 9 S F A c c e s s o r y s t o r a g e a r e a s , m e c h a n i c a l e q u i p m e n t r o o m 1 0 . 1 5 0 . 2 A- 3 1 4 7 1 7 . 0 1 S F 1 1 4 1 8 . 6 2 S F 7 5 8 1 1 3 . 7 1 5 1 . 6 Se c o n d F l o o r A- 3 2 0 2 C o r r i d o r 6 4 3 . 5 8 S F 0 . 0 0 S F 6 4 3 . 5 8 S F B u s i n e s s a r e a s 7 1 . 0 5 1 . 4 A- 3 2 0 3 S t o r a g e 1 5 7 . 5 3 S F 0 . 0 0 S F 1 5 7 . 5 3 S F A c c e s s o r y s t o r a g e a r e a s , m e c h a n i c a l e q u i p m e n t r o o m 1 0 . 1 5 0 . 2 A- 3 2 0 4 A t r i u m 4 6 7 0 . 5 9 S F 0 . 0 0 S F 4 6 7 0 . 5 9 S F B u s i n e s s a r e a s 4 7 7 . 0 5 9 . 4 A- 3 2 0 5 C o n f e r e n c e R o o m 4 9 4 . 4 7 S F 1 5 . 0 3 S F 4 7 9 . 4 4 S F A ss e m b l y w i t h o u t f i x e d s e a t s - U n c o n c e n t r a t e d ( t a b l e s an d c h a i r s ) 32 4 . 8 6 . 4 A- 3 2 0 6 C o n f e r e n c e R o o m 4 4 4 . 1 8 S F 1 2 . 8 9 S F 4 3 1 . 2 9 S F A ss e m b l y w i t h o u t f i x e d s e a t s - U n c o n c e n t r a t e d ( t a b l e s an d c h a i r s ) 29 4 . 3 5 5 . 8 A- 3 2 0 7 C o n f e r e n c e R o o m 4 7 5 . 6 2 S F 1 4 . 8 3 S F 4 6 0 . 7 9 S F A ss e m b l y w i t h o u t f i x e d s e a t s - U n c o n c e n t r a t e d ( t a b l e s an d c h a i r s ) 31 4 . 6 5 6 . 2 A- 3 2 0 8 V e s t i b u l e 8 0 . 4 2 S F 0 . 0 0 S F 8 0 . 4 2 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 A- 3 2 0 9 J a n . 2 8 . 5 8 S F 0 . 0 0 S F 2 8 . 5 8 S F A c c e s s o r y st o r a g e a r e a s , m e c h a n i c a l e q u i p m e n t r o o m 1 0 . 1 5 0 . 2 A- 3 2 1 0 W . R . R . 2 1 9 . 2 9 S F 0 . 0 0 S F 2 1 9 . 2 9 S F B u s i n e s s a r e a s 3 0 . 4 5 0 . 6 A- 3 2 1 1 M . R . R . 1 7 2 . 1 1 S F 0 . 0 0 S F 1 7 2 . 1 1 S F B u s i n e s s a r e a s 2 0 . 3 0 . 4 A- 3 2 1 2 I D F 6 7 . 4 8 S F 0 . 0 0 S F 6 7 . 4 8 S F A c c e s s o r y s t or a g e a r e a s , m e c h a n i c a l e q u i p m e n t r o o m 1 0 . 1 5 0 . 2 A- 3 2 1 3 M e e t i n g R o o m 1 0 0 1 . 9 2 S F 2 5 . 8 1 S F 9 7 6 . 1 1 S F A s s e mb l y w i t h o u t f i x e d s e a t s - U n c o n c e n t r a t e d ( t a b l e s an d c h a i r s ) 66 9 . 9 1 3 . 2 A- 3 2 1 4 M e e t i n g R o o m 6 4 8 . 2 9 S F 5 9 . 7 3 S F 5 8 8 . 5 6 S F A s s e mb l y w i t h o u t f i x e d s e a t s - U n c o n c e n t r a t e d ( t a b l e s an d c h a i r s ) 40 6 8 A- 3 2 1 5 M e e t i n g R o o m 1 4 7 4 . 7 4 S F 1 0 5 . 6 3 S F 1 3 6 9 . 1 1 S F A s s e mb l y w i t h o u t f i x e d s e a t s - U n c o n c e n t r a t e d ( t a b l e s an d c h a i r s ) 92 1 3 . 8 1 8 . 4 A- 3 2 1 6 M e e t i n g R o o m 1 1 8 5 . 1 8 S F 6 6 . 1 4 S F 1 1 1 9 . 0 4 S F A s s e mb l y w i t h o u t f i x e d s e a t s - U n c o n c e n t r a t e d ( t a b l e s an d c h a i r s ) 75 1 1 . 2 5 1 5 A- 3 2 1 7 A V C l o s e t 4 2 . 3 3 S F 0 . 0 0 S F 4 2 . 3 3 S F A c c e s s o r y s t o r a g e a r e a s , m e c h a n i c a l e q u i p m e n t r o o m 1 0 . 1 5 0 . 2 A- 3 2 1 8 C a t e r i n g S t a g i n g 3 8 3 . 1 8 S F 0 . 0 0 S F 3 8 3 . 1 8 S F B u s i n e s s a r e a s 4 0 . 6 0 . 8 A- 3 2 1 9 B r e a k - o u t A r e a 6 5 0 . 4 8 S F 0 . 0 0 S F 6 5 0 . 4 8 S F B u s i n e s s a r e a s 7 1 . 0 5 1 . 4 A- 3 2 2 0 B u s i n e s s C e n t e r 1 6 5 . 7 1 S F 0 . 0 0 S F 1 6 5 . 7 1 S F B u s i n e s s a r e a s 2 0 . 3 0 . 4 A- 3 2 2 1 W . R . R . 2 1 1 . 2 4 S F 0 . 0 0 S F 2 1 1 . 2 4 S F B u s i n e s s a r e a s 3 0 . 4 5 0 . 6 A- 3 2 2 2 I T / E l e c 1 0 2 . 5 9 S F 0 . 0 0 S F 1 0 2 . 5 9 S F A c c e s s o r y s t o r a g e a r e a s , m e c h a n i c a l e q u i p m e n t r o o m 1 0 . 1 5 0 . 2 A- 3 2 2 3 M . R . R . 1 7 4 . 4 5 S F 0 . 0 0 S F 1 7 4 . 4 5 S F B u s i n e s s a r e a s 2 0 . 3 0 . 4 A- 3 1 3 4 9 3 . 9 8 S F 1 3 1 9 3 . 9 2 S F 4 4 8 6 7 . 2 8 9 . 6 Se c o n d F l o o r A- 3 2 2 4 P l a z a D e c k N o t En c l o s e d 96 . 8 3 S F A s s e m b l y w i t h o u t f i x e d s e a t s - U n c o n c e n t r a t e d ( t a b l e s an d c h a i r s ) A- 3 0 . 0 0 S F 0 . 0 0 S F 0 0 0 Th i r d F l o o r B 3 0 1 E l e v a t o r L o b b y 1 7 9 . 7 4 S F 0 . 0 0 S F 1 7 9 . 7 4 S F B u s i n e s s a r e a s 2 0 . 3 0 . 4 B 3 0 2 C i r c u l a t i o n 1 2 4 1 . 2 6 S F 0 . 0 0 S F 1 2 4 1 . 2 6 S F B u s i n e s s a r e a s 1 3 1 . 9 5 2 . 6 B 3 0 3 E - B u s i n e s s 9 1 6 . 1 4 S F 0 . 0 0 S F 9 1 6 . 1 4 S F B u s i n e s s a r e a s 1 0 1 . 5 2 B 3 0 4 O f f i c e 9 9 . 4 4 S F 0 . 0 0 S F 9 9 . 4 4 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 0 5 O f f i c e 9 8 . 0 3 S F 0 . 0 0 S F 9 8 . 0 3 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 0 6 O f f i c e 1 0 9 . 0 8 S F 0 . 0 0 S F 1 0 9 . 0 8 S F B u s i n e s s a r e a s 2 0 . 3 0 . 4 B 3 0 7 M e e t i n g 8 5 . 3 4 S F 0 . 0 0 S F 8 5 . 3 4 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 0 8 M e e t i n g 8 5 . 3 4 S F 0 . 0 0 S F 8 5 . 3 4 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 0 9 M e e t i n g 8 3 . 9 1 S F 0 . 0 0 S F 8 3 . 9 1 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 1 0 M e e t i n g 8 5 . 3 4 S F 0 . 0 0 S F 8 5 . 3 4 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 1 1 I D F 6 7 . 4 8 S F 0 . 0 0 S F 6 7 . 4 8 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 1 2 M . R . R . 1 7 2 . 1 1 S F 0 . 0 0 S F 1 7 2 . 1 1 S F B u s i n e s s a r e a s 2 0 . 3 0 . 4 B 3 1 3 W . R . R . 2 1 9 . 2 8 S F 0 . 0 0 S F 2 1 9 . 2 8 S F B u s i n e s s a r e a s 3 0 . 4 5 0 . 6 B 3 1 4 J a n . 2 9 . 0 8 S F 0 . 0 0 S F 2 9 . 0 8 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 1 5 H R D e p t . 5 1 9 . 7 9 S F 0 . 0 0 S F 5 1 9 . 7 9 S F B u s i n e s s a r e a s 6 0 . 9 1 . 2 B 3 1 6 O f f i c e 1 2 3 . 7 7 S F 0 . 0 0 S F 1 2 3 . 7 7 S F B u s i n e s s a r e a s 2 0 . 3 0 . 4 B 3 1 7 M e e t i n g 7 7 . 9 7 S F 0 . 0 0 S F 7 7 . 9 7 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 1 8 V P O f f i c e 2 0 9 . 5 4 S F 0 . 0 0 S F 2 0 9 . 5 4 S F B u s i n e s s a r e a s 3 0 . 4 5 0 . 6 B 3 1 9 H a l l 1 9 3 . 0 7 S F 0 . 0 0 S F 1 9 3 . 0 7 S F B u s i n e s s a r e a s 2 0 . 3 0 . 4 B 3 2 0 O f f i c e 8 4 . 3 0 S F 0 . 0 0 S F 8 4 . 3 0 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 2 1 O f f i c e 8 0 . 5 9 S F 0 . 0 0 S F 8 0 . 5 9 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 2 2 O f f i c e 8 8 . 2 7 S F 0 . 0 0 S F 8 8 . 2 7 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 2 3 O f f i c e 8 4 . 9 6 S F 0 . 0 0 S F 8 4 . 9 6 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 2 4 O f f i c e 8 9 . 5 9 S F 0 . 0 0 S F 8 9 . 5 9 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 2 5 O f f i c e 8 6 . 2 3 S F 0 . 0 0 S F 8 6 . 2 3 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 2 6 O f f i c e 8 5 . 7 3 S F 0 . 0 0 S F 8 5 . 7 3 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 2 7 L i b r a r y 8 2 . 2 5 S F 0 . 0 0 S F 8 2 . 2 5 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 2 8 V e n d i n g 2 6 . 5 9 S F 0 . 0 0 S F 2 6 . 5 9 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 2 9 K i t c h e n e t t e 1 3 5 . 0 2 S F 0 . 0 0 S F 1 3 5 . 0 2 S F B u s i n e s s a r e a s 2 0 . 3 0 . 4 B 3 3 0 W . R . R . 8 4 . 0 7 S F 0 . 0 0 S F 8 4 . 0 7 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 3 1 M . R . R . 5 2 . 2 0 S F 0 . 0 0 S F 5 2 . 2 0 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 3 2 S t o r a g e R o o m 5 5 . 9 2 S F 0 . 0 0 S F 5 5 . 9 2 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 3 3 I T / E l e c 1 0 1 . 4 3 S F 0 . 0 0 S F 1 0 1 . 4 3 S F B u s i n e s s a r e a s 2 0 . 3 0 . 4 B 3 3 4 I n t e r n a t i o n a l 8 4 3 . 9 5 S F 0 . 0 0 S F 8 4 3 . 9 5 S F B u s i n e s s a r e a s 9 1 . 3 5 1 . 8 B 3 3 5 O f f i c e 1 0 9 . 8 4 S F 0 . 0 0 S F 1 0 9 . 8 4 S F B u s i n e s s a r e a s 2 0 . 3 0 . 4 B 3 3 6 V P O f f i c e 1 6 6 . 0 5 S F 0 . 0 0 S F 1 6 6 . 0 5 S F B u s i n e s s a r e a s 2 0 . 3 0 . 4 B 3 3 7 O f f i c e 1 0 4 . 7 0 S F 0 . 0 0 S F 1 0 4 . 7 0 S F B u s i n e s s a r e a s 2 0 . 3 0 . 4 B 3 3 8 O f f i c e 1 0 6 . 1 3 S F 0 . 0 0 S F 1 0 6 . 1 3 S F B u s i n e s s a r e a s 2 0 . 3 0 . 4 B 3 3 9 O f f i c e 1 0 4 . 6 4 S F 0 . 0 0 S F 1 0 4 . 6 4 S F B u s i n e s s a r e a s 2 0 . 3 0 . 4 B 3 4 0 O f f i c e 9 7 . 7 2 S F 0 . 0 0 S F 9 7 . 7 2 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 4 1 O f f i c e 9 7 . 7 2 S F 0 . 0 0 S F 9 7 . 7 2 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 4 2 O f f i c e 9 7 . 7 2 S F 0 . 0 0 S F 9 7 . 7 2 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 4 3 O f f i c e 9 6 . 1 6 S F 0 . 0 0 S F 9 6 . 1 6 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 4 4 O f f i c e 9 7 . 7 2 S F 0 . 0 0 S F 9 7 . 7 2 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 4 5 O f f i c e 8 8 . 6 5 S F 0 . 0 0 S F 8 8 . 6 5 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 4 6 O f f i c e 8 8 . 6 5 S F 0 . 0 0 S F 8 8 . 6 5 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 4 7 O f f i c e 9 6 . 3 5 S F 0 . 0 0 S F 9 6 . 3 5 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 4 8 O f f i c e 9 8 . 4 3 S F 0 . 0 0 S F 9 8 . 4 3 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 4 9 O f f i c e 9 9 . 2 9 S F 0 . 0 0 S F 9 9 . 2 9 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 3 5 0 S u p p l y C h a i n 5 5 8 1 . 0 7 S F 0 . 0 0 S F 5 5 8 1 . 0 7 S F B u s i n e s s a r e a s 5 6 8 . 4 1 1 . 2 B 3 5 1 S t o r a g e 2 8 . 0 0 S F 0 . 0 0 S F 2 8 . 0 0 S F B u s i n e s s a r e a s 1 0 . 1 5 0 . 2 B 1 3 7 3 5 . 6 7 S F 1 3 7 3 5 . 6 7 S F 1 5 6 2 3 . 4 3 1 . 2 Fo u r t h F l o o r B 4 0 1 S h e l l S p a c e 1 3 9 4 3 . 9 9 S F 0 . 0 0 S F 1 3 9 4 3 . 9 9 S F B u s i n e s s a r e a s 1 4 0 2 1 2 8 B 1 3 9 4 3 . 9 9 S F 1 3 9 4 3 . 9 9 S F 1 4 0 2 1 2 8 No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #211 UP UP A A B B C C D D E E F F G G H H I I J J 11 22 33 44 55 66 77 88 4. 3 A. 4 A. 4 El e v a t o r EL E V 2 El e v a t o r EL E V 1 St a i r ST R 2 St a i r ST R 1 Sh e l l S p a c e 40 1 B 2 H r 90 M i n 2 H r 2 H r 2 H r 2 H r 2 H r 90 M i n ±1 2 5 ' - 0 " ±1 2 5 ' - 0 " 2 H r 2 H r 2 H r 2 H r 2 H r 2 H r 2 H r 2 H r 2 H r H. 8 2 H r 2 H r 2 H r 2 H r 2 H r 2 H r 2 H r 2 H r Te m p o r a r y su r f a c e m o u n t e d fi r e e x t i n g u i s h e r Te m p o r a r y su r f a c e m o u n t e d fi r e e x t i n g u i s h e r 2 H r 1 Hour Fire Rated Wall 2 Hour Fire Rated Wall Path of Egress and Distance±6'-0"Direction of Egress at Exit DoorLife Safety Symbol Legend Smoke Partition - All doors in wall must be self-closing and be equipped with smoke gaskets Direction of Egress Between Buildings Access to Egress Stair with Exterior Exit at Grade Fire Extinguisher Cabinet - Semi Recessed A.2014 INDIANA BUILDING CODE B.BUILDING SQUARE FOOTAGE - ENCLOSED Lower Level 16,347 SF First Floor 16,429 SF Second Floor 13,955 SF Third Floor 15,343 SF Fourth Floor 15,343 SF TOTAL BUILDING 77,418 SF C.EXTERIOR SQUARE FOOTAGE - ANCILLARY North West Areaway 55 SF Elevated Patio 1,864 SF Exterior Stairs 171 SF Curved Canopy 779 SF Entry Canopy 299 SF Employee Entry Canopy 1,162 SF TOTAL 4,337 SF D.BUILDING TYPE & OCCUPANCY Construction Type:II A Building Occupancy:B, A-3, F-1 Building is non-seperated use per 508.3 E.ALLOWABLE HEIGHT Per Table 503 3 Stories and 65 Feet Increase per 504.2 1 Story and 20 Feet Total 4 Stories and 85 Feet F.AREA OF BUILDING (ALLOWABLE)Tabular Area (Table 503)15,500 SF Frontage Increase 10,850 SF Sprinkler Increase 31,000 SF Allowable Per Floor 57,350 SF Allowable Area Per Building 3 X 57,350 (Table 503, 506.3)172,050 SF G.PEDESTRIAN WALKWAY (SECTION 3104)1.Pedestrian Walkway shall not contribute to the building area or the number of stories of connected buildings Lower Level 959 SF First Floor 1,131 SF Second Floor 1,279 SF TOTAL WALKWAY 3,369 SF 2.Connected Buildings shall be considered separate structures 3.The Pedestrian walkway shall be non combustible construction H.AUTOMATIC SPRINKLERS 1.Connecting Walkway and New Building to have a full automatic sprinkler system installed per NFPA 13.2.Existing Building has a full automatic sprinkler system already installed.Building Code Analysis I.EGRESS SIZING See Sheet G-013 for Occupancy, door and exit stair width calculations. See sheet G-014 for comparison of exit width totals and actual widths provided.K.TRAVEL DISTANCE Travel distance to an exit from any point must not exceed 250 FT per Table 1016.2 Actual travel distances shown on plan1.2.J.EGRESS CONVERGENCE Egress from above and below converge at the first floor of Stair 1 and Stair 2. Exit width from stairs shows that the exterior doors as detailed exceed the existing requirements of the Lower Level and Second floor per 1005.6 L.INCIDENTAL USE Per IBC Sec. 509.4.2, Incidental Use rooms shall have walls extended to deck as a non-rated smoke partition, with self-closing doors tested in accordance with UL 1784 for air leakage rate. Penetrations through smoke partitions are required to be sealed but dampers are not required under Sec. 509.4.2 (with Indiana Amendments).M.ELEVATOR LOBBIES Elevator lobbies are not required to be enclosed per IBC Sec. 713.14.1 Exception #4.A.UL-Tested Fireproofing Chart (for 1-hr ratings)Building Columns (all)UL X790 Floor Supports (spray)UL D759 Floor Supports (intumescent)UL N614Fireproofing C.INTUMESCENT FIREPROOFINGB.SPRAY FIREPROOFING Spray fireproofing shall occur at the following locations: all building columns; First Floor framing; Second Floor framing; Third Floor framing; Fourth Floor framing; roof decks D.SPECIFICATIONS Spray or applied fireproofing shall be applied as described per manufacturer specifications. Refer to specification manual for additional information. Refer to UL and manufacturer charts for thickness reference based upon structural member or deck sizing for 1 hour rated construction. Submit product data for approval.Intumescent fireproofing shall occur at the following locations: All diagonal bracing.Add Alternate: 2nd Floor Framing at exposed ceilings overlapping suspended ceilings by 4'-0".Roof Deck & Beams UL S721 Diagonal Bracing (intumescent)UL X650 E.PEDESTRIAN CONNECTOR No spray fireproofing or other protective means is required at the Pedestrian Connector on floors Lower Level, First,and Second Floor, north of Grid 9.M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 4 : 0 3 : 0 2 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t G014Life Safety Plan -Fourth FloorDelta Faucet Headquarters ExpansionJELJMG11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 8 " = 1 ' - 0 " 1 Li f e S a f e r t y P l a n - F o u r t h F l o o r Life Safety General Notes 1 Ratings shown are minimum requirements. See wall types for wall construction.2 Doors in fire rated walls to be fire rated per code to maintain wall rating.3 Applicable codes are as follows:A Building Code: Indiana Building Code, 2014 Edition (IBC, 2012 Edition, 1st printing) ANSI A117.1-2009 B Structural Code: Indiana Building Code, 2014 Edition (IBC, 2012 Edition, 1st printing) ANSI A117.1-2009 C Plumbing Code: Indiana Plumbing Code, 2012 Edition D Mechanical Code: Indiana Mechanical Code, 2014 Edition (IMC,2012 Edition, 1st printing)E Electrical Code: Indiana Electrical Code, 2009 Edition (NFPA 70-2008 F Fire/Life Safery Code: Indiana Fire Code, 2014 Edition (IFC 2012 Edition, 1st printing)G Accessibility Code: Indiana Building Code, 2014 Edition (IBC,2012 Edition, 1st printing) ANSI A117.1-2009 H Energy Conservation Code: Indiana Energy Conservation Code 2010 (ASHRAE 90.1, 2007 edition, as amended)I Elevator Code: Indiana Elevator Safety Code (ANSI/ASME A17.1, 2004, as amended & ANSI/ASME A17.1, 2007, as amended)J Fuel Gas Code: Indiana Fuel Gas code, 2014 Edition (IFGC,2012 Edition, 2nd printing)K Selected NFPA Standards as outlined at http://www.in.gov/dhs/2490.htm Oc c u p a n c y & E x i t i n g A r e a T o t a l s Le v e l L o c a t i o n O c c u p a n c y Ca l c u l a t e d V a l u e s Oc c u p a n t s H o r i z o n t a l W i d t h ( i n c h e s ) S t a i r W i d t h ( i n c h e s ) Lo w e r L e v e l I n t e r i o r F - 1 1 4 1 2 1 . 1 5 2 8 . 2 Fi r s t F l o o r A - 3 7 5 8 1 1 3 . 7 1 5 1 . 6 Se c o n d F l o o r I n t e r i o r A - 3 4 4 8 6 7 . 2 8 9 . 6 Se c o n d F l o o r P l a z a D e c k A - 3 0 0 0 Th i r d F l o o r B 1 5 6 2 3 . 4 3 1 . 2 Fo u r t h F l o o r I n t e r i o r B 1 4 0 2 1 2 8 Pr o v i d e d H o r i z o n t a l E x i t W i d t h P e r F l o o r Do o r N u m b e r L e v e l D o o r W i d t h E g r e s s W i d t h S1 - 0 L o w e r L e v e l 3 ' - 0 " 3 2 " S2 - 0 L o w e r L e v e l 3 ' - 0 " 3 2 " Lo w e r L e v e l 64 " 10 1 A F i r s t F l o o r 6 ' - 0 " 6 8 " 10 1 C F i r s t F l o o r 8 ' - 0 " 9 2 " 10 1 D F i r s t F l o o r 8 ' - 0 " 9 2 " 10 3 A F i r s t F l o o r 6 ' - 0 " 6 8 " 10 5 A F i r s t F l o o r 3 ' - 0 " 3 2 " 11 1 A F i r s t F l o o r 6 ' - 0 " 6 8 " 11 3 A F i r s t F l o o r 6 ' - 0 " 6 8 " S1 - 1 F i r s t F l o o r 3 ' - 0 " 3 2 " S2 - 1 B F i r s t F l o o r 3 ' - 0 " 3 2 " Fi r s t F l o o r 55 2 " 20 1 S e c o n d F l o o r 8 ' - 0 " 9 2 " S1 - 2 S e c o n d F l o o r 3 ' - 0 " 3 2 " S2 - 2 S e c o n d F l o o r 3 ' - 0 " 3 2 " Se c o n d F l o o r 1 5 6 " S1 - 3 T h i r d F l o o r 3 ' - 0 " 3 2 " S2 - 3 T h i r d F l o o r 3 ' - 0 " 3 2 " Th i r d F l o o r 64 " S1 - 4 F o u r t h F l o o r 3 ' - 0 " 3 2 " S2 - 4 F o u r t h F l o o r 3 ' - 0 " 3 2 " Fo u r t h F l o o r 64 " Pr o v i d e d E x i t W i d t h P e r S t a i r R u n St a i r St r i n g e r Wi d t h Di s t a n c e Be t w e e n St r i n g e r s To t a l S t a i r Wi d t h Ha n d r a i l Di a m e t e r Ha n d r a i l Wa l l O f f s e t Eg r e s s W i d t h Ex t e r i o r E g r e s s Wi d t h St a i r 1 0 ' - 2 " 4 ' - 0 " 4 ' - 4 " 1 1 / 2 " 0 ' - 2 1 / 2 " 4 4 " 0 " St a i r 2 0 ' - 2 " 5 ' - 6 " 5 ' - 1 0 " 1 1 / 2 " 0 ' - 2 1 / 2 " 6 2 " 0 " St a i r 3 0 ' - 4 1 / 4 " 5 ' - 6 " 6 ' - 2 1 / 2 " 1 1 / 2 " 0 ' - 5 3 / 4 " 0 " 0 " 10 6 " 0 " St a i r 4 0 ' - 3 " 5 ' - 0 " 5 ' - 6 " 1 1 / 2 " 0 ' - 2 1 / 2 " 0 " 5 8 " 0" 5 8 " Pr o v i d e d H o r i z o n t a l E x i t W i d t h F r o m S t a i r s Do o r N u m b e r L e v e l D o o r W i d t h E g r e s s W i d t h S1 - 1 A F i r s t F l o o r 4 ' - 0 " 4 4 " S2 - 1 A F i r s t F l o o r 6 ' - 0 " 6 8 " 11 2 " Pr o v i d e d H o r i z o n t a l E x i t W i d t h F r o m P l a z a D e c k Do o r N u m b e r L e v e l D o o r W i d t h E g r e s s W i d t h 20 2 S e c o n d F l o o r 3 ' - 0 " 3 2 " 20 8 A S e c o n d F l o o r 3 ' - 0 " 3 2 " 64 " No t e : S t a i r 3 i s f o r c o n v e n i e n c e o n l y a n d i s n o t r e q u r i e d a s p a r t o f e x i t c a l c u l a t i o n s . No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #211 DN 56 58 57 18 6 0 1 8 4 8 1 8 4 8 1 8 4 8 1 8 4 8 1 8 3 6 1 8 4 8 1 8 4 8 1 8 4 8 W1 1 C1 2 C12C12 C 1 2 C 1 2 C 1 2 C 1 2 C1 2 W 4 6 W 4 6 W3 4 W1 1 W3 4 W 4 6 W 4 6 1 8 4 8 1 8 4 8 18 4 8 18 4 8 UP S 3 ' - 6 " D O O R W I D T H I N T E R I O R W I D T H 6 ' - 8 " INTERIOR DEPTH 5'-61_8" H O I S T W A Y W I D T H 8 ' - 6 " 3'-68"CENTER LINE OFGUIDERAIL 4 ' - 4 3 _ 4 " 7 1 _ 4 " HOISTWAY DEPTH 6'-11" H S C optional wall C C G CG C G C G CG C G CG C G CG C G CG C G CG C G CG C G CG CG UP S 12 3 45 6 8 7 9 11 8 15 16 17 21 18 23 22 24 25 26 27 29 31 43 33 34 36 37 38 35 39 4 2 44 45 47 4 6 48 49 50 51 41 43 60 59 64 28 33 53 56 54 55 52 13 1 3 3 10 32 30 9 3 43 12 12 (0 .75~90,000~~2. 5") (0 .75~120,0 00~~2. 5") D C HC HC D C AIR OUT AIR OUT D C H 1 8 4 2 H C H C D 1 C H E M C 1 H 1 R A E 1 E 2 D C G GG G H C D C C H H C UP UP UP M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 5 5 : 2 1 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t G101Overall Reference PlansDelta Faucet Headquarters ExpansionJELJMG11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 " = 2 0 ' - 0 " 1 In f o r m a t i o n a l P l a n - L o w e r L e v e l 1 " = 2 0 ' - 0 " 2 In f o r m a t i o n a l P l a n - F i r s t F l o o r No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 DN S UP UP 67 68 666564 63 6 1 6 1 3 " t h i c k c o u n t e r t o p ( t o p = 3 6 " ) fill / s c r i b e fill / s c r i b e 24 4 8 2 4 4 8 2 4 4 8 2 4 4 8 2 4 3 0 D CD S UP UP UP UP UP UP UP M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 5 5 : 3 0 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t G102Overall Reference PlansDelta Faucet Headquarters ExpansionJELJMG11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 " = 2 0 ' - 0 " 1 In f o r m a t i o n a l P l an - S e c o n d F l o o r 1 " = 2 0 ' - 0 " 2 In f o r m a t i o n a l P l a n - T h i r d F l o o r 1 " = 2 0 ' - 0 " 3 In f o r m a t i o n a l P l a n - F o u r t h F l o o r No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 1B 1ABottom of Accent Band Per ElevationsTop of Accent Band Per Elevations 1C 2C 3A 2B 2A6" Precast concrete panels per elevations 1/2" AirspaceR-19 Batt insulation with air barrier on conditioned side6" Metal studs with 5/8" type 'X'gypsum board on the interiorInterior Sill 6" P r e c a s t c o n c r e t e p a n e l s pe r e l e v a t i o n s 1/ 2 " A i r s p a c e R- 1 9 B a t t I n s u l a t i o n w i t h a i r b a r r i e r o n co n d i t i o n e d s i d e R- 1 9 B a t t I n s u l a t i o n w i t h a i r b a r r i e r o n co n d i t i o n e d s i d e 6" M e t a l s t u d s ( U s e 3 5 / 8 " M e t a l st u d s a n d a l i g n i n t e r i o r f a c e o f s t u d s to a d j a c e n t i f c u r t a i n w a l l f r a m e m u s t be i n c r e a s e d t o 7 1 / 2 " ) 5/ 8 " t y p e ' X ' g y p s u m b o a r d In t e r i o r S i l l 2 1/4" Smooth metal panels on 1"ZIP panel sheathing (R-6)6" Metal studs at 16" o.c. with Batt insulation (R-19)5/8" Type 'X' Gypsum board 2" M e t a l s c r e e n p a n e l s Al u m i n u m p a n e l s u p p o r t s s p a c e d pe r m a n u f a c t u r e r r e q u i r e m e n t s Curtianwall frame and glazing per elevation Bo t t o m o f A c c e n t B a n d Pe r E l e v a t i o n To p o f A c c e n t B a n d Pe r E l e v a t i o n To p o f S i l l Pe r E l e v a t i o n s Cu r t i a n w a l l f r a m e a n d g l a z i n g p e r el e v a t i o n Cu r t i a n w a l l f r a m e a n d g l a z i n g p e r e l e v a t i o n See sheet A200 thru A206 for Elevations 6" M e t a l s t u d s w i t h 5 / 8 " t y p e ' X ' gy p s u m b o a r d o n t h e i n t e r i o r 4A 2 1 / 4 " S m o o t h m e t a l p a n e l s o n 1 " ZI P p a n e l s h e a t h i n g ( R - 6 ) 8" M e t a l s t u d s a t 1 6 " o . c . w i t h B a t t in s u l a t i o n ( R - 2 5 ) 5/ 8 " T y p e ' X ' G y p s u m b o a r d 2 1 / 4 " R i b b e d m e t a l p a n e l s o n 1 " Z I P pa n e l s h e a t h i n g ( R - 6 ) 6" M e t a l s t u d s a t 1 6 " o . c . w i t h B a t t in s u l a t i o n ( R - 1 9 ) 5/ 8 " T y p e ' X ' G y p s u m b o a r d 2" M a n u f a c t u r e r d s t a c k e d s t o n e wi t h 1 / 8 " m o r t a r s e t t i n g b e d 1/ 2 " M o r t a r s c r a t c h c o a t o v e r 2 la y e r s a i r i n f i l t r a t i o n b a r r i e r 7/ 1 6 " S h e a t h i n g m i n i m u m 6" M e t a l s t u d s a t 1 6 " o . c . w i t h B a t t in s u l a t i o n ( R - 1 9 ) 5/ 8 " T y p e ' X ' G y p s u m b o a r d 1D R- 1 9 B a t t I n s u l a t i o n w i t h a i r b a r r i e r o n co n d i t i o n e d s i d e 5/ 8 " t y p e ' X ' g y p s u m b o a r d To p o f S i l l Pe r E l e v a t i o n s Cu r t i a n w a l l f r a m e a n d g l a z i n g p e r e l e v a t i o n 6" M e t a l s t u d s ( U s e 3 5 / 8 " M e t a l st u d s a n d a l i g n i n t e r i o r f a c e o f s t u d s to a d j a c e n t i f c u r t a i n w a l l f r a m e m u s t be i n c r e a s e d t o 7 1 / 2 " ) 1E R- 1 3 B a t t I n s u l a t i o n w i t h a i r b a r r i e r o n co n d i t i o n e d s i d e 5/ 8 " t y p e ' X ' g y p s u m b o a r d 3 5 / 8 " M e t a l s t u d s 1/ 2 " 12 " F o u n d a t i o n w a l l - s e e s t r u c t u r a l dr a w i n g s 1/ 2 " A i r s p a c e 5B 5A 5C 5D 5E 5F5/8" Type 'X' Gypsum Board 6" Metal Studs at 16" o.c.5/8" Type 'X' Gypsum Board 5/ 8 " T y p e ' X ' G y p s u m B o a r d 6" M e t a l S t u d s a t 1 6 " o . c . 5/ 8 " T y p e ' X ' G y p s u m B o a r d - M o i s t u r e Re s i s t a n t 6" M e t a l S t u d s a t 1 6 " o . c . 5/ 8 " T y p e ' X ' G y p s u m B o a r d - M o i s t u r e Re s i s t a n t 5/ 8 " T y p e ' X ' G y p s u m B o a r d - M o i s t u r e Re s i s t a n t 5/ 8 " T y p e ' X ' G y p s u m B o a r d 6" M e t a l S t u d s a t 1 6 " o . c . 5/ 8 " T y p e ' X ' G y p s u m B o a r d - M o i s t u r e Re s i s t a n t 1/ 2 " C e m e n t B o a r d 5/ 8 " T y p e ' X ' G y p s u m B o a r d - M o i s t u r e Re s i s t a n t 6" M e t a l S t u d s a t 1 6 " o . c . 5/ 8 " T y p e ' X ' G y p s u m B o a r d - M o i s t u r e Re s i s t a n t 1/ 2 " C e m e n t B o a r d 6" Metal Studs at 16" o.c.5/8" Type 'X' Gypsum Board - Moisture Resistant 1/2" Cement Board 5G 6" M e t a l S t u d s a t 1 6 " o . c . 5/ 8 " T y p e ' X ' G y p s u m B o a r d - M o i s t u r e Re s i s t a n t 5H 6" M e t a l S t u d s a t 1 6 " o . c . a s r e q u i r e d f o r pl u m b i n g r o u g h - i n 5J 6" M e t a l S t u d s a t 1 6 " o . c . 5/ 8 " T y p e ' X ' G y p s u m B o a r d M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 5 5 : 3 1 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t G201Exterior and Interior Wall TypesDelta Faucet Headquarters ExpansionJELJMG11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 7A6A 6B 7B 5/8" Type 'X' Gypsum Board 3 5/8" Metal Studs at 16" o.c.5/8" Type 'X' Gypsum Board 5/ 8 " T y p e ' X ' G y p s u m B o a r d 3 5 / 8 " M e t a l S t u d s a t 1 6 " o . c . 5/8" Type 'X' Gypsum Board 1 5/8" Metal Studs at 16" o.c.5/8" Type 'X' Gypsum Board 5/ 8 " T y p e ' X ' G y p s u m B o a r d 6C 5/ 8 " T y p e ' X ' G y p s u m B o a r d - M o i s t u r e R e s i s t a n t 3 5 / 8 " M e t a l S t u d s a t 1 6 " o . c . 5/ 8 " T y p e ' X ' G y p s u m B o a r d - M o i s t u r e R e s i s t a n t 6D 5/ 8 " T y p e ' X ' G y p s u m B o a r d 3 5 / 8 " M e t a l S t u d s a t 1 6 " o . c . 5/ 8 " T y p e ' X ' G y p s u m B o a r d - M o i s t u r e R e s i s t a n t 1 5 / 8 " M e t a l S t u d s a t 1 6 " o . c . 6E 3 5 / 8 " M e t a l S t u d s a t 1 6 " o . c . a s r e q u i r e d f o r pl u m b i n g r o u g h - i n 9A5/8" Type 'X' Gypsum Board 8" Metal Studs at 16" o.c.5/8" Type 'X' Gypsum Board8A7/8" Hat Furring Channel at 16" o.c.5/8" Type 'X' Gypsum Board 8B 7/ 8 " H a t F u r r i n g C h a n n e l a t 1 6 " o . c . (2 ) T w o L a y e r s o f 5 / 8 " T y p e ' X ' G y p s u m B o a r d M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 3 : 2 7 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t G202Interior Wall TypesDelta Faucet Headquarters ExpansionJELJMG11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 Un n e c e s s a r y S c h e d u l e R e m o v e d 11 10 B 10A 11A 10 C U497 - 2 Hour Fire Rated U4 9 7 - 2 H o u r F i r e R a t e d U419 - 1 Hour Fire Rated U4 1 9 - 2 H o u r F i r e R a t e d 5/8" Type 'X' Gypsum Board2 Layers 1/2" Fire Shield gypsum board 2 1/2" C-H Metal Studs at 24" o.c.1" Fire Shield Gypsum board shaft liner 2 L a y e r s 1 / 2 " F i r e S h i e l d g y p s u m b o a r d 6" C - H M e t a l S t u d s a t 2 4 " o . c . 1" F i r e S h i e l d G y p s u m b o a r d s h a f t l i n e r 5/8" Type 'X' Gypsum Board6" Metal Studs at 16" o.c. 2 L a y e r s 5 / 8 " T y p e ' X ' G y p s u m B o a r d 2 L a y e r s 5 / 8 " T y p e ' X ' G y p s u m B o a r d 6" M e t a l S t u d s a t 1 6 " o . c . 11 C U4 1 9 - 1 H o u r F i r e R a t e d 5/ 8 " T y p e ' X ' G y p s u m B o a r d 5/ 8 " T y p e ' X ' G y p s u m B o a r d 3 5 / 8 " M e t a l S t u d s a t 1 6 " o . c . 11 B 5/ 8 " T y p e ' X ' G y p s u m B o a r d - M o i s t u r e Re s i s t a n t 5/ 8 " T y p e ' X ' G y p s u m B o a r d 6" M e t a l S t u d s a t 1 6 " o . c . U4 1 9 - 1 H o u r F i r e R a t e d 10 D U4 1 5 - 2 H o u r F i r e R a t e d 2 L a y e r s 1 / 2 " T y p e ' X ' G y p s u m B o a r d 1" T y p e ' X ' G y p s u m B o a r d 6" M e t a l C - H S t u d s a t 1 6 " o . c . 7/ 8 " F u r r i n g C h a n n e l s h o r i z o n t a l a t 2 4 " o . c . ma x i m u m 5/ 8 " T y p e ' X ' G y p s u m B o a r d M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 5 5 : 3 2 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t G203Rated Wall TypesDelta Faucet Headquarters ExpansionJELJMG11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 DN 56 58 57 18 6 0 1 8 4 8 1 8 4 8 1 8 4 8 1 8 4 8 1 8 3 6 1 8 4 8 1 8 4 8 1 8 4 8 W1 1 C1 2 C12C12 C 1 2 C 1 2 C 1 2 C 1 2 C1 2 W 4 6 W 4 6 W3 4 W1 1 W3 4 W 4 6 W 4 6 1 8 4 8 1 8 4 8 18 4 8 18 4 8 RE F . S A A B B C C D D E E F F G G H H I I J J 11 22 33 44 55 66 77 88 99 1010 1212XB XB XF XHXJ XMXNXQXS XU X2 X2 X3 X3 X4 X4 X5 X5 X1 X1 4. 3 A. 4 A. 4 H. 8 Me c h a n i c a l 01 2 St o r a g e R o o m 00 9 Li f e C y c l e T e s t i n g 02 1 Me c h a n i c a l & Su p p l y 02 2 Mo d e l S h o p 01 4 St o r a g e R o o m 01 5 Of f i c e 01 6 Gr i n d i n g 01 7 Cl e a n i n g R o o m 01 8 3D P r i n t i n g 01 9 Ba t h i n g Ex p e r i e n c e (F u t u r e ) 00 7 Ba t h i n g I n s t a l l & Te s t i n g 00 4 Pa c k a g e T e s t i n g 00 3 La b W o r k A r e a 02 3 W. I . P . 02 6 Se c u r e S t o r a g e 02 7 Op t i c a l 02 4 Pe n d i n g 02 5 A Of f i c e 02 9 Wa t e r S e r v i c e 03 1 El e c t r i c a l R o o m 03 0 Wo r k r o o m 03 2 Co r r i d o r 00 5 Ch a n g i n g (F u t u r e ) 00 6 W. R . R . 00 8 M. R . R . 01 0 ID F 01 3 Ja n . 01 1 In c o m i n g 02 5 La b O f f i c e s 02 8 Co r r i d o r 00 2 El e v a t o r EL E V 1 El e v a t o r EL E V 2 St a i r ST R 1 Ch a s e 00 4 A El e v a t o r L o b b y 02 0 Pe d e s t r i a n Co n n e c t o r 00 1 Fa c i l i t y S t o r a g e 03 3 St a i r ST R 2 Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 2 / 4 / 2 0 1 5 1 1 : 3 2 : 4 4 A M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t G210Wall Height and Sound Insulation Plan - Lower LevelDelta Faucet Headquarters ExpansionJELJMG11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4No. Date Description 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 12 11/24/15 BP#4 Addendum #3 13 12/01/15 BP#4 Addendum #4 14 12/04/15 BF#4 Addendum #5 1 / 8 " = 1 ' - 0 " 1 Wa l l H e i g h t a n d S o u n d In s u l a t i o n P l a n - L o w e r Le v e l General Notes 1 Walls shown with insulation pattern on this sheet to receive batt sound insulation 2 Where insulation pattern is shown concurrently with windows and doors install sound insulation batts in stud cavity above and below openings where present 3 Coordinate wall construction with wall types and fill stud cavity with sould insulation batts and seal top and bottom of wall with sound caulk 4 If sound caulk conflicts with sealant required for fire ratings designated on life safety plans omit the sound caulkSound InsulationWall Height General Notes 1 Interior partition walls are to be installed to 6" above highest adjacent ceiling unless noted otherwise 2 Brace partial height partitions to structure as required 3 Coordinate wall heights with Life Safety plans - all walls noted as fire rated or smoke partitions must be full height - Report any discrepancies to the architect 14 UP S (0.75~ 9 0 , 0 0 0 ~ ~ 2 . 5 " ) (0.75 ~ 1 2 0 , 0 0 0 ~ ~ 2 . 5 " ) D C HC HC D C AIR OUT AIR OUT D C H 1 8 4 2 H C H C D 1 C H E M C 1 H 1 R A E 1 E 2 D C G GG G H C D C C H H C S A A B B C C D D E E F F G G H H I I J J 11 22 33 44 5 5 66 77 88 99 1010 12 12 XBXF XHXJ XMXN XQXSXU X2 X2 X3 X3 X4 X4 X5 X5 X1 X1 4. 3 A. 4 A. 4 H. 8 In t e r n a t i o n a l 11 0 Ve s t i b u l e 11 1 Sh o w r o o m 11 2 En t r y 11 3 Ki t c h e n 10 5 Ca f e 10 3 Re c e p t i o n 11 4 M. R . R . 11 6 W. R . R . 11 7 W. R . R . 10 7 M. R . R . 10 8 ID F 10 9 Ja n . 10 6 IT / E l e c 11 5 Co r r i d o r 10 2 Pe d e s t r i a n Co n n e c t o r 10 1 El e v a t o r EL E V 1 El e v a t o r EL E V 2 St a i r ST R 1 St a i r ST R 2 St a i r ST R 3 At r i u m 10 4 St o r a g e 11 8 Ho l d i n g 10 5 D Li g h t i n g C l o s e t 11 2 A Wa l l t o de c k Wa l l t o d e c k Bu l k h e a d ab o v e t o d e c k Bu l k h e a d ab o v e t o d e c k Bu l k h e a d ab o v e t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Bu l k h e a d ab o v e t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Al l c o l u m n wr a p w a l l s to d e c k Bu l k h e a d ab o v e t o d e c k Wa l l t o d e c k Al l c o l u m n w r a p wa l l s t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 2 / 4 / 2 0 1 5 1 1 : 3 2 : 5 4 A M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t G211Wall Height and Sound Insulation Plan - First FloorDelta Faucet Headquarters ExpansionJELJMG11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4General Notes 1 Walls shown with insulation pattern on this sheet to receive batt sound insulation 2 Where insulation pattern is shown concurrently with windows and doors install sound insulation batts in stud cavity above and below openings where present 3 Coordinate wall construction with wall types and fill stud cavity with sould insulation batts and seal top and bottom of wall with sound caulk 4 If sound caulk conflicts with sealant required for fire ratings designated on life safety plans omit the sound caulkSound InsulationWall Height General Notes 1 Interior partition walls are to be installed to 6" above highest adjacent ceiling unless noted otherwise 2 Brace partial height partitions to structure as required 3 Coordinate wall heights with Life Safety plans - all walls noted as fire rated or smoke partitions must be full height - Report any discrepancies to the architect No. Date Description 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 12 11/24/15 BP#4 Addendum #3 13 12/01/15 BP#4 Addendum #4 14 12/04/15 BF#4 Addendum #5 1 / 8 " = 1 ' - 0 " 1 Wa l l H e i g h t a n d S o u n d In s u l a t i o n P l a n - F i r s t Fl o o r 14 DN S 3 " t h i c k c o u n t e r t o p ( t o p = 3 6 " ) fil l / s c r i b e fil l / s c r i b e 24 4 8 2 4 4 8 2 4 4 8 2 4 4 8 2 4 3 0 D CD A A B B C C D D E E F F G G H H I I J J 11 22 33 44 55 66 77 88 99 1010 12 12 XBXF XHXJ XMXN XQXSXU X2 X2 X3 X3 X4 X4 X5 X5 X1 X1 4. 3 A. 4 A. 4 XA A H. 8 Wa l l t o d e c k Bu l k h e a d ab o v e t o d e c k Wa l l t o d e c k Me e t i n g R o o m 21 3 Co n f e r e n c e R o o m 20 7 W. R . R . 21 0 M. R . R . 21 1 ID F 21 2 Ja n . 20 9 Bu s i n e s s C e n t e r 22 0 W. R . R . 22 1 IT / E l e c 22 2 M. R . R . 22 3 Ca t e r i n g S t a g i n g 21 8 Me e t i n g R o o m 21 5 AV C l o s e t 21 7 Co n f e r e n c e R o o m 20 6 Co n f e r e n c e R o o m 20 5 El e v a t o r EL E V 1 El e v a t o r EL E V 2 St a i r ST R 1 St a i r ST R 2 St a i r ST R 3 Pe d e s t r i a n Co n n e c t o r 20 1 Co r r i d o r 20 2 Br e a k - o u t A r e a 21 9 Ve s t i b u l e 20 8 Me e t i n g R o o m 21 4 Me e t i n g R o o m 21 6 St o r a g e 20 3 Pl a z a D e c k 22 4 Wa l l t o d e c k Wa l l t o d e c k Bu l k h e a d ab o v e t o d e c k Bu l k h e a d ab o v e t o d e c k Bu l k h e a d ab o v e t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 2 / 4 / 2 0 1 5 1 1 : 3 3 : 0 1 A M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t G212Wall Height and Sound Insulation Plan - Second FloorDelta Faucet Headquarters ExpansionJELJMG11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4General Notes 1 Walls shown with insulation pattern on this sheet to receive batt sound insulation 2 Where insulation pattern is shown concurrently with windows and doors install sound insulation batts in stud cavity above and below openings where present 3 Coordinate wall construction with wall types and fill stud cavity with sould insulation batts and seal top and bottom of wall with sound caulk 4 If sound caulk conflicts with sealant required for fire ratings designated on life safety plans omit the sound caulkSound InsulationWall Height General Notes 1 Interior partition walls are to be installed to 6" above highest adjacent ceiling unless noted otherwise 2 Brace partial height partitions to structure as required 3 Coordinate wall heights with Life Safety plans - all walls noted as fire rated or smoke partitions must be full height - Report any discrepancies to the architect No. Date Description 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 12 11/24/15 BP#4 Addendum #3 13 12/01/15 BP#4 Addendum #4 14 12/04/15 BF#4 Addendum #5 1 / 8 " = 1 ' - 0 " 1 Wa l l H e i g h t a n d S o u n d I n s u l a t i o n P l a n - S e c o n d Fl o o r 14 S 3 ' - 6 " D O O R W I D T H I N T E R I O R W I D T H 6 ' - 8 " INTERIOR DEPTH 5'-61_8" H O I S T W A Y W I D T H 8 ' - 6 " 3'-67_8" 4 ' - 4 3 _ 4 " 7 1 _ 4 " HOISTWAY DEPTH 6'-11" H S C optional wall C R E F . R E F . A A B B C C D D E E F F G G H H I I J J 11 22 33 44 55 66 77 88 X3 X4 X5 4. 3 A. 4 A. 4 X6 H. 8 Wa l l t o d e c k Wa l l t o d e c k Ci r c u l a t i o n 30 2 St o r a g e R o o m 33 2 M. R . R . 33 1 W. R . R . 33 0 IT / E l e c 33 3 W. R . R . 31 3 M. R . R . 31 2 Ja n . 31 4 ID F 31 1 El e v a t o r EL E V 1 El e v a t o r EL E V 2 St a i r ST R 1 St a i r ST R 2 El e v a t o r L o b b y 30 1 E- B u s i n e s s 30 3 Of f i c e 30 4 Of f i c e 30 5 Of f i c e 30 6 Me e t i n g 30 7 Me e t i n g 30 8 Me e t i n g 30 9 Me e t i n g 31 0 HR D e p t . 31 5 Of f i c e 31 6 VP O f f i c e 31 8 Of f i c e 32 1 Of f i c e 32 0 Of f i c e 32 3 Of f i c e 32 2 Of f i c e 32 4 Of f i c e 32 6 Of f i c e 32 5 Li b r a r y 32 7 In t e r n a t i o n a l 33 4 Of f i c e 33 5 VP O f f i c e 33 6 Of f i c e 33 7 Of f i c e 33 8 Su p p l y C h a i n 35 0 Of f i c e 34 3 Of f i c e 34 4 Of f i c e 34 6 Of f i c e 34 5 Of f i c e 34 7 Of f i c e 34 8 Of f i c e 34 9 St o r a g e 35 1 Of f i c e 33 9 Of f i c e 34 0 Of f i c e 34 1 Of f i c e 34 2 Me e t i n g 31 7 Ha l l 31 9 Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k Wa l l t o d e c k M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 2 / 4 / 2 0 1 5 1 1 : 3 3 : 1 2 A M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t G213Wall Height and Sound Insulation Plan - Third FloorDelta Faucet Headquarters ExpansionJELJMG11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4General Notes 1 Walls shown with insulation pattern on this sheet to receive batt sound insulation 2 Where insulation pattern is shown concurrently with windows and doors install sound insulation batts in stud cavity above and below openings where present 3 Coordinate wall construction with wall types and fill stud cavity with sould insulation batts and seal top and bottom of wall with sound caulk 4 If sound caulk conflicts with sealant required for fire ratings designated on life safety plans omit the sound caulkSound InsulationWall Height General Notes 1 Interior partition walls are to be installed to 6" above highest adjacent ceiling unless noted otherwise 2 Brace partial height partitions to structure as required 3 Coordinate wall heights with Life Safety plans - all walls noted as fire rated or smoke partitions must be full height - Report any discrepancies to the architect No. Date Description 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 12 11/24/15 BP#4 Addendum #3 13 12/01/15 BP#4 Addendum #4 14 12/04/15 BF#4 Addendum #5 1 / 8 " = 1 ' - 0 " 1 Wa l l H e i g h t a n d S o u n d In s u l a t i o n P l a n - T h i r d Fl o o r 14 A A B B C C D D E E F F G G H H I I J J 11 22 33 44 55 66 77 88 4. 3 A. 4 A. 4 H. 8 Sh e l l S p a c e 40 1 Ro u g h - i n w a l l t o d e c k Ro u g h - i n wa l l t o d e c k Wa l l t o d e c k No s o u n d i n s u a l t i o n re q u i r e d o n t h i s f l o o r a s pa r t o f t h i s p r o j e c t M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 2 / 4 / 2 0 1 5 1 1 : 3 3 : 1 4 A M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t G214Wall Height and Sound Insulation Plan - Fourth FloorDelta Faucet Headquarters ExpansionJELJMG11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4General Notes 1 Walls shown with insulation pattern on this sheet to receive batt sound insulation 2 Where insulation pattern is shown concurrently with windows and doors install sound insulation batts in stud cavity above and below openings where present 3 Coordinate wall construction with wall types and fill stud cavity with sould insulation batts and seal top and bottom of wall with sound caulk 4 If sound caulk conflicts with sealant required for fire ratings designated on life safety plans omit the sound caulkSound InsulationWall Height General Notes 1 Interior partition walls are to be installed to 6" above highest adjacent ceiling unless noted otherwise 2 Brace partial height partitions to structure as required 3 Coordinate wall heights with Life Safety plans - all walls noted as fire rated or smoke partitions must be full height - Report any discrepancies to the architect No. Date Description 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 12 11/24/15 BP#4 Addendum #3 13 12/01/15 BP#4 Addendum #4 14 12/04/15 BF#4 Addendum #5 1 / 8 " = 1 ' - 0 " 1 Wa l l H e i g h t a n d S o u n d I n su l a t i o n P l a n - F o u r t h Fl o o r 14 BEAM LEGEND W18X40 (8) BEAM SIZE 20K 20K BEAM REACTION, TYP QUANTITY OF SHEAR STUDS, UNIFORMLY SPACED BETWEEN ADJACENT FRAMING, TYP (COMPOSITE CONSTRUCTION ONLY) NOTES: 1) REACTION VALUE IS ASD (KIPS), UNO. 2) WHERE NO VALUE IS SHOWN, DESIGN CONNECTION FOR A MINIMUM REACTION OF 16 KIPS. 3) POSITIVE CAMBER UPWARDS, NEGATIVE CAMBER DOWNWARDS. CAMBER SHOWN ON CANTILEVERS IS AT END OF CANTILEVER. 4) BEAMS ARE PRIMARY MEMBERS FOR FIREPROOFING UNLESS NOTED AS SECONDARY. 5) "M" IN PLACE OF BEAM SIZE INDICATES W10X12. MOMENT CONNECTION CANT BM, SAME SIZE AND END REACTION AS BACKSPAN, UNO C=1/2" CAMBER SUPPLEMENTAL LOAD LEGEND JOIST GIRDER (##K) ADDITIONAL VERT LOAD AT INDICATED JOIST GIRDER PANEL POINT NOTES: 1) LOAD IS ASD LIVE LOAD (KIPS), UNO. 2) LOAD IS IN ADDITION TO TYPICAL PANEL POINT LOADS, UNO. 3) LATERAL FORCE TO BE TRANSFERED THROUGH SUPPORT BY CONNECTIONS, IN ADDITION TO VERTICAL REACTION FORCES. FORCE MAY ACT IN EITHER DIRECTION. 4) TOP CHORD AXIAL FORCE IN ADDITION TO CHORD FORCES PRODUCED BY VERTICAL LOADS. FORCE MAY BE EITHER COMPRESSION OR TENSION. ##K JO I S T , T Y P <# # K > NOTE 3 NOTE 4 MISCELLANEOUS SYMBOLS NORTH ARROW GRIDLINES EARTH SECTION NUMBER SHEET NUMBER 1 S101 1 S101 CALLOUT NUMBER SHEET NUMBER A 1 ELEVATION REFERENCE LIMIT OF EXTENT CONTINUOUS EXTENT C# COLUMN NOTATION Z# PRECAST/ BRICK SUPPORT L# LINTEL NOTATION F ## COLUMN FOOTING NOTATION GB ## GRADE BEAM NOTATION P ## PIER NOTATION B ## CONCRETE BEAM NOTATION PB ## POST-TENSIONED CONCRETE BEAM NOTATION PC ## PILE CAP NOTATION WF ## WALL FOOTING NOTATION SHEAR WALL NOTATION SW ## BW ## BEARING WALL NOTATION GRAVEL Name Elevation WALL PIER NOTATION WP ## W ## WALL NOTATION CONCRETE SYMBOLS POST-TENSION TENDON ANCHOR DEAD END LOCATION POST-TENSION TENDON ANCHOR JACKING LOCATION REBAR CHANGE OF SLAB ELEVATION SLOPING SLAB CHANGE OF SLAB THICKNESS MECHANICAL COUPLER REBAR SPLICE LIMIT OF MEMBER OR SPAN MARK DIRECTION OF SPAN OPENING SELF-EXPANDING WATERSTOP CONTROL JOINT LOCATION IN CONCRETE WALLS REBAR TERMINATOR INTENTIONALLY ROUGHENED CONSTRUCTION JOINT TO 1/4" AMPLITUDE WELDED WIRE FABRIC PVC WATERSTOP COLUMN CONTINUES COLUMN TERMINATED FORM-SAVER SLAB ON GRADE MARK SOG# CONNECTORS HEADED STUD CONNECTOR SECTION END/ALT VIEW CAST-IN ANCHOR ROD POST-INSTALLED MECHANICAL ANCHOR BOLT POST INSTALLED ADHESIVE ANCHOR STEEL MEMBERS W-SHAPE BEAM SHAPE SECTION PLAN VIEW ELEVATION CHANNEL ANGLE DOUBLE ANGLE HOLLOW STRUCTURAL SECTION -RECTANGULAR LLV LLH HOLLOW STRUCTURAL SECTION -CIRCULAR (PIPE) OPEN WEB STEEL JOIST STEEL SYMBOLS STEEL DECK STEEL DECK MARK AND SPAN DIRECTION BEAM SPLICE CONNECTION BEAM MOMENT CONNECTION AT COLUMN BEAM SHEAR CONNECTION AT COLUMN BEAM CONTINUOUS OVER COLUMN SLAB ON STEEL DECK SLAB ON STEEL DECK WWF COLUMN STARTS HERE DIAGONAL BRACING BRACING HANGER OR POST HANGER OR POST BELOW FLOOR SLAB-ON-DECK MARK AND SPAN DIRECTION OR D# S# COLD-FORMED STEEL SYMBOLS CF TRACK CF STUD/JOIST/RAFTER BEARING WALL (BELOW) SCREW JST JOIST JT JOINT KB KNEE BRACE KIP, K 1,000 POUNDS KO KNOCK-OUT KSI KIPS PER SQUARE INCH L ANGLE OR LENGTH LAB LABRATORY LB POUND LF LINEAL FOOT LIN LINEAL, LINEAR LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LONGIT LONGITUDINAL LP LOW POINT LSL LAMINATED STRAND LUMBER LSLT LONG SLOTTED HOLE LTWT LIGHT WEIGHT LVL LAMINATED VENEER LUMBER MAS MASONRY MATL MATERIAL MAX MAXIMUM MB MACHINE BOLT MC MISCELLANEOUS CHANNEL MECH MECHANICAL MEMB MEMBRANE MEP MECHANICAL/ ELECTRICAL/ PLUMBING MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MULT MULTIPLE N/A NOT APPLICABLE NO NUMBER NOM NOMINAL NS NEAR SIDE NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE OFD OVERFLOW DRAIN OH OVERHEAD OPNG OPENING OPP OPPOSITE OPPHD OPPOSITE HAND ORIG ORIGINAL OVS OVERSIZED HOLE OWJ PRE-MANUFACTURED OPEN WEB JOIST PC PRECAST CONCRETE PEMB PRE-ENGINEERED METAL BUILDING PERIM PERIMETER PERM PERMANENT PERP PERPENDICULAR PJP PARTIAL JOINT PENETRATION PL PLATE PLF POUNDS PER LINEAL FOOT PLYWD PLYWOOD PREFAB PREFABRICATED PRELIM PRELIMINARY PREP PREPARATION, PREPARE PROJ PROJECTION PS PRESTRESSED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSL PARALLEL STRAND LUMBER PT POST-TENSIONED R RADIUS RD ROOF DRAIN REF REFERENCE REINF REINFORCEMENT, REINFORCE REQD REQUIRED RO ROUGH OPENING RTU ROOFTOP MECHANICAL UNIT S SLOPE SCHED SCHEDULE SECT SECTION SF SQUARE FEET SHT SHEET SIM SIMILAR SOG SLAB-ON-GRADE SPA SPACES, SPACE SPECS SPECIFICATIONS SQ SQUARE SS STAINLESS STEEL SSLT SHORT SLOTTED HOLE STD STANDARD STIFF STIFFENER STL STEEL STRUC STRUCTURAL SYM SYMMETRICAL T & B TOP AND BOTTOM T/ TOP OF T/GB TOP OF GRADE BEAM TBS MECHANICAL TENSION BUTT SPLICE TEMP TEMPERATURE THRU THROUGH TJI PREFABRICATED WOOD I-JOIST TRANS TRANSVERSE TYP TYPICAL UL UNDERWRITERS' LABORATORY INC. UNO UNLESS NOTED OTHERWISE UT ULTRA-SONIC TEST VERT VERTICAL W WIDE FLANGE W/ WITH W/O WITHOUT WD WOOD WH WEEP HOLE WP WORK POINT WT WEIGHT, STRUCTURAL T WWF WELDED WIRE FABRIC XS EXTRA STRONG (PIPE) XXS DOUBLE EXTRA STRONG (PIPE) & AND A/E ARCHITECT/ENGINEER ACI AMERICAN CONCRETE INSTITUTE ADDL ADDITIONAL ADJ ADJACENT AGGR AGGREGATE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALT ALTERNATE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APA AMERICAN PLYWOOD ASSOCIATION APPROX APPROXIMATE AR ANCHOR ROD ARCH ARCHITECTURAL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY B/ BOTTOM OF BAL BALANCE BD BOARD BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BEAM BOT BOTTOM BRG BEARING BRKT BRACKET BTWN BETWEEN BU BUILT UP C STANDARD CHANNEL CANT CANTILEVER CC CENTER TO CENTER CF COLD FORMED CG CENTER OF GRAVITY CIP CAST-IN-PLACE CJ CONTROL JOINT OR CONSTRUCTION JOINT CJP COMPLETE JOINT PENETRATION CL CENTERLINE CLR CLEARANCE, CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CTR CENTER CTRD CENTERED CU FT CUBIC FEET CU IN CUBIC INCH CYD CUBIC YARD DBA DEFORMED BAR ANCHOR DBL DOUBLE DEG DEGREE DEMO DEMOLITION, DEMOLISH DEPT DEPARTMENT DET DETAIL DIA DIAMETER DIAG DIAGONAL DIAPH DIAPHRAGM DIM DIMENSION DN DOWN DO DITTO DP DEEP DWG DRAWING DWL DOWELS EA EACH EF EACH FACE EJ EXPANSION JOINT EL, ELEV ELEVATION ELEC ELECTRICAL ENCL ENCLOSURE ENGR ENGINEER EOD EDGE OF DECK EOJ EDGE OF JOIST EOS EDGE OF SLAB EQ EQUAL EQPT EQUIPMENT ES EACH SIDE EW EACH WAY EX EXISTING EXP EXPANSION EXT EXTERIOR FD FLOOR DRAIN FDN FOUNDATION FIN FINISH FLG FLANGE FLR FLOOR FS FAR SIDE FT FEET FTG FOOTING FTGD FOOTING DRAIN FV FIELD VERIFY GA GAUGE GALV GALVANIZED GB GRADE BEAM GL GLUED LAMINATED TIMBER (GLULAM) GRND GROUND GT GIRDER TRUSS HAS HEADED ANCHOR STUD HORIZ HORIZONTAL HP HIGH POINT HSS HOLLOW STRUCTURAL SECTION HT HIP TRUSS HVAC HEATING, VENTILATION, AIR CONDITIONING ID INSIDE DIAMETER IF INSIDE FACE IN INCH INCL INCLUDE INFO INFORMATION INSUL INSULATION INT INTERIOR J/BRG JOIST BEARING STRUCTURAL DRAWINGS ABBREVIATIONS SHEET # SHEET NAME S001 ABBREVIATIONS AND SYMBOLS S002 GENERAL NOTES S003 SPECIAL INSPECTION REQUIREMENTS S004 LOAD MAPS S005 SCHEDULES S101 FOUNDATION PLAN S102 SLAB ON GRADE CONTROL JOINT PLAN S103 UNDER SLAB DRAIN PLAN S111 FIRST FLOOR FRAMING PLAN S300 FOUNDATION SECTIONS AND DETAILS S301 FOUNDATION SECTIONS AND DETAILS S302 FOUNDATION SECTIONS AND DETAILS S303 FOUNDATION SECTIONS AND DETAILS S500 COLUMN SCHEDULE S501 FRAMING DETAILS STRUCTURAL INDEX Date Drawn By: Checked By: Project Number: Project Name Sheet Title Sheet Number Revisions Seal Signature This drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requirements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation. © Copyright 2015 Architura Corporation Architura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 10 / 5 / 2 0 1 5 3 : 2 6 : 5 2 P M C: \ R e v i t \ R e v i t S t r u c t u r e 2 0 1 4 \ 2 0 1 4 . 0 0 7 8 9 _ S T _ D e l t a F au c e t H e a d q u a r t e r s E x p a n s i o n _ 0 8 0 4 2 0 1 5 _ R S T R 1 4 _ e s m i t h .r v t S001 ABBREVIATIONS AND SYMBOLS DELTA FAUCET HEADQUARTERS EXPANSION JMK EMS 10/05/2015 2014.00789 55 EAST 111TH STREET INDIANAPOLIS, IN 46280 BID PACKAGE 2 No. Date Description GENERAL STRUCTURES INDICATED ON THESE DRAWINGS HAVE BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. THE METHODS, MEANS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURES ARE DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO ENSURE SAFETY OF THE STRUCTURES AND RELATED COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, TIEDOWNS, ETC. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS AND SPECIFICATIONS OF ALL OTHER DISCIPLINES, TRADES, AND DELEGATED DESIGN ELEMENTS. THE GENERAL NOTES ON THE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE FULL WRITTEN MATERIAL SPECIFICATIONS (IF ANY) FOR THE PROJECT. IF A DESCREPANCY IS NOTED ON THE DRAWINGS, GENERAL NOTES, OR SPECIFICATIONS, THE CONTRACTOR SHALL SUBMIT TO THE STRUCTURAL ENGINEER A WRITTEN REQUEST FOR CLARIFICATION AND SHALL NOT PROCEED WITH THE AFFECTED WORK WITHOUT DOCUMENTED RESOLUTION OF THE DESCREPANCY. ALL COSTS RESULTING FROM THE CONTRACTOR IMPROPERLY PROCEEDING WITH THE AFFECTED WORK PRIOR TO DOCUMENTED RESOLUTION OF THE DESCREPANCY, INCLUDING COST OF REMOVAL AND REPLACEMENT OF NON-CONFORMING WORK, SHALL BE BORNE BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. NO PENETRATIONS THROUGH STRUCTURAL ELEMENTS, OTHER THAN THOSE SHOWN ON THE DRAWINGS, SHALL BE MADE WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. CONCRETE MIX DESIGN SUBMITTAL THE CONTRACTOR SHALL SUBMIT FOR THE REVIEW OF THE STRUCTURAL ENGINEER A MIX DESIGN FOR EACH PROPOSED CLASS OF CONCRETE. EACH MIX DESIGN SHALL BE IDENTIFIED BY A MIX NUMBER OR OTHER UNIQUE IDENTIFICATION. THE CONTRACTOR SHALL NOT VARY FROM THE MIX DESIGNS NOR USE ANY CONCRETE OTHER THAN THE APPROVED MIX DESIGNS WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. MIX DESIGN SUBMITTALS SHALL INCLUDE THE FOLLOWING INFORMATION: 1. MIX DESIGN NUMBER OR UNIQUE IDENTIFICATION AND INTENDED LOCATION OF PLACEMENT. 2. CEMENT TYPE, PROPORTION AND NAME OF MANUFACTURER. 3. FLY ASH PROPORTION (WHEN USED), LABORATORY ANALYSIS CERTIFICATION, AND NAME AND LOCATION OF SUPPLIER. 4. COURSE AGGREGATE PROPORTION, GRADATION REPORT, NAME AND LOCATION OF SUPPLIER. 5. FINE AGGREGATE PROPORTION, GRADATION REPORT, NAME AND LOCATION OF SUPPLIER. 6. MIXING WATER PROPORTION AND SOURCE. 7. ADMIXTURE DOSAGES, PRODUCT NAME(S) AND MANUFACTURER NAME(S). 8. DESIGN 28-DAY COMPRESSIVE STRENGTH (F'C). 9. DESIGN SLUMP RANGE. 10. DESIGN AIR-ENTRAINMENT (FOR CONCRETE REQUIRING ENTRAINED AIR). 11. STATISTICAL ANALYSIS OF LABORATORY STRENGTH TEST DATA IN ACCORDANCE WITH "STANDARD DEVIATION" DETERMINATION OUTLINED IN ACI 318. SHOP DRAWING SUBMITTALS THE CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS TO ENABLE HIM TO FABRICATE, ERECT AND CONSTRUCT ALL PARTS OF THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. THESE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS, ACCURACY AND FIT OF WORK. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE STRUCTURAL ENGINEER. DRAWINGS SUBMITTED WITHOUT CONTRACTOR'S REVIEW WILL BE RETURNED UNCHECKED. SUBMIT HARD COPIES OR ELECTRONIC VERSIONS OF SHOP DRAWINGS. FOR HARD COPY OPTION, SUBMIT A MINIMUM OF TWO COPIES OF SHOP DRAWINGS TO THE STRUCTURAL ENGINEER FOR REVIEW (ONE COPY SHALL BE RETAINED BY THE STRUCTURAL ENGINEER). FOR ELECTRONIC OPTION, SUBMIT SHOP DRAWINGS IN ADOBE PDF FORMAT. SUBMIT SHOP DRAWINGS FOR EACH OF THE FOLLOWING ITEMS: 1. CONCRETE REINFORCEMENT 2. STRUCTURAL STEEL (INCLUDING DESIGN CALCULATIONS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS CONSTRUCTED FOR ALL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWINGS) 3. STEEL DECK 4. ARCHITECTURAL PRECAST CONCRETE COMPONENTS (INCLUDING DESIGN CALCULATIONS, MEMBER LAYOUTS, MEMBER SIZES, MATERIALS AND CONNECTION DETAILS, SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS CONSTRUCTED) INCLUDING BUT NOT LIMITED TO: a. NON-LOAD BEARING SPANDREL PANELS b. LOAD BEARING SPANDREL PANELS c. ORNAMENTAL PRECAST COMPONENTS CONNECTED TO OR SUPPORTED BY STRUCTURAL FRAMING 5. GLASS CURTAIN WALL SYSTEM (INCLUDING DESIGN CALCULATIONS AND CONNECTION DETAILS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS CONSTRUCTED) 6. STEEL PAN STAIRS AND HAND RAIL DRAWINGS. (INCLUDING DESIGN CALCULATIONS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS CONSTRUCTED) 7. LIGHT GAUGE STEEL FRAMING (INCLUDING DESIGN CALCULATIONS, MEMBER PROPERTIES, FASTENER REQUIREMENTS, ASSEMBLY DETAILS AND CONNECTION DETAILS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS CONSTRUCTED.) PRODUCT DATA SUBMITTALS THE CONTRACTOR SHALL SUBMIT FOR APPROVAL PRODUCT DATA FOR THE SPECIFIC ITEMS LISTED BELOW. CONTRACTOR SHALL NOT USE PRODUCTS OTHER THAN THOSE SUBMITTED WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. SUBMIT HARD COPIES OR ELECTRONIC VERSIONS OF PRODUCT DATA. FOR HARD COPY OPTION, SUBMIT A MINIMUM OF TWO COPIES OF PRODUCT DATA TO THE STRUCTURAL ENGINEER FOR REVIEW (ONE COPY SHALL BE RETAINED BY THE STRUCTURAL ENGINEER). FOR ELECTRONIC OPTION, SUBMIT PRODUCT DATA IN ADOBE PDF FORMAT. 1. CONCRETE CURING COMPOUND 2. CONCRETE JOINT SEALANT 3. WATER STOPS 4. EXPANSION ANCHORS 5. ADHESIVE ANCHORS 6. NON-SHRINK GROUT 7. VAPOR BARRIER RENOVATION (EXISTING CONDITIONS) INFORMATION SHOWN FOR THE EXISTING ADJACENT STRUCTURE ON THESE DRAWINGS WAS TAKEN FROM DRAWINGS THAT WERE PREPARED FOR THE DELTA FAUCET COMPANY, PREPARED BY CSO ARCHITECTS DATED 4/20/1994. WORK SHOWN ON THESE PLANS ASSUMES THAT THE ORIGINAL CONSTRUCTION WAS PERFORMED IN ACCORDANCE WITH THE ABOVE INDICATED ORIGINAL DRAWINGS INCLUDING (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, MEMBER SIZES, MATERIALS, DETAILS, ETC. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO NOTIFY THE STRUCTURAL ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS. WHERE NEW WORK IS TO BE FITTED TO OLD WORK, THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS IN THE FIELD, AND REPORT ANY ERRORS OR DISCREPANCIES TO THE STRUCTURAL ENGINEER PRIOR TO THE FABRICATION AND ERECTION OF ANY NEW MEMBERS. EXISTING MATERIALS TO BE REMOVED AND REINSTALLED AS PART OF THIS PROJECT, THAT BECOME DAMAGED, SHALL BE REPLACED WITH NEW MATERIAL OF EQUAL QUALITY AND APPEARANCE, AT THE CONTRACTOR'S EXPENSE. ALL WORK SHALL BE PERFORMED WITHOUT DAMAGE TO ADJACENT RETAINED WORK. ADJACENT EXISTING CONSTRUCTION SHALL BE PROTECTED FROM DUST, DIRT AND DEBRIS ACCUMULATION AT ALL TIMES. FOUNDATIONS FOUNDATION EXCAVATIONS AND SOIL RELATED WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT NUMBER 170GC00034 PREPARED BY CARDNO ATC DATED FEBRUARY 16, 2015. DESIGN NET SOIL PRESSURE: FOOTINGS FOR BASEMENT AREA SPREAD FOOTINGS: 4000 PSF CONTINUOUS WALL FOOTINGS: 3000 PSF FOOTINGS FOR NON-BASEMENT AREA SPREAD FOOTINGS: 2500 PSF CONTINUOUS WALL FOOTINGS: 2000 PSF FOUNDATIONS AND SOILS RELATED WORK SHALL BE INSPECTED BY A LICENSED GEOTECHNICAL ENGINEER. WRITTEN FIELD REPORTS SHALL BE FORWARDED TO THE STRUCTURAL ENGINEER AS SOON AS THEY BECOME AVAILABLE. FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION, WHICH DIFFER FROM THOSE DESCRIBED IN THE GEOTECHNICAL REPORT, SHALL BE REPORTED TO THE STRUCTURAL ENGINEER AND GEOTECHNICAL ENGINEER BEFORE FURTHER CONSTRUCTION IS ATTEMPTED. EXCAVATIONS FOR SPREAD FOOTINGS, COMBINED FOOTINGS, CONTINUOUS FOOTINGS AND MAT FOUNDATIONS SHALL BE CLEANED AND HAND TAMPED TO UNIFORM SURFACE AND SHALL BE PROTECTED AND MAINTAINED UNIFORM UNTIL CONCRETE IS PLACED. BELOW-GRADE WALLS DO NOT BACKFILL AGAINST BELOW-GRADE CONCRETE (OR MASONRY) WALLS UNTIL THE CONCRETE (OR MASONRY ASSEMBLAGE) HAS REACHED ITS 28-DAY COMPRESSIVE STRENGTH. WHERE BACKFILL IS REQUIRED ON BOTH SIDES OF BELOW-GRADE WALLS, BACKFILL EVENLY ON EACH SIDE OF EACH WALL TO PREVENT UNBALANCED SOIL LOADS AGAINST THE WALL. UNLESS NOTED OTHERWISE, DO NOT BACKFILL AGAINST BASEMENT WALLS UNTIL THE BASEMENT AND GROUND FLOOR SLABS HAVE BEEN COMPLETELY INSTALLED AND REACHED THEIR 28-DAY COMPRESSIVE STRENGTH AND ALL FLOOR FRAMING AND SLAB CONNECTIONS TO THE BASEMENT WALLS HAVE BEEN COMPLETELY INSTALLED. WHERE BASEMENT WALLS OCCUR, BACKFILL EVENLY ON ALL SIDES OF THE BUILDING TO PREVENT UNBALANCED SOIL LOADS AGAINST THE BASEMENT STRUCTURE, UNLESS NOTED OTHERWISE. PERIMETER INSULATION PERIMETER INSULATION SHOWN ON THE STRUCTURAL DRAWINGS IS FOR GENERAL VISUAL REFERENCE ONLY. SEE THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR EXACT LOCATION, PLACEMENT, THICKNESS AND MATERIAL REQUIREMENTS. WELDABLE REINFORCING STEEL REINFORCING STEEL WHICH IS TO BE WELDED SHALL CONFORM TO ASTM A706. WELDING OF REINFORCING STEEL, WHEN APPROVED BY THE STRUCTURAL ENGINEER, SHALL CONFORM TO THE LATEST EDITION OF AMERICAN WELDING SOCIETY STANDARD D1.4. ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCING STEEL SHALL CONFORM TO ASTM A233, CLASS E90XX. WELDED WIRE FABRIC WELDED WIRE FABRIC SHALL BE SMOOTH WIRE FABRIC CONFORMING TO ASTM A185. FABRIC SHALL BE SUPPLIED IN FLAT SHEETS AND LAPPED A MINIMUM OF ONE SPACE PLUS 2 INCHES. WELDED WIRE FABRIC SHALL BE PLACED AS FOLLOWS, UNLESS NOTED OTHERWISE: SLABS ON GRADE: 2 INCHES DOWN FROM TOP OF SLAB. SLABS ON METAL DECK: 3/4 INCH DOWN FROM TOP OF SLAB. CONCRETE TESTING MAKE ONE SET OF TEST CYLINDERS IN ACCORDANCE WITH ASTM C31 FOR EACH DAY'S POUR AND FOR EACH 100 CUBIC YARDS. EACH SET SHALL INCLUDE ONE SPECIMEN TESTED AT 7 DAYS, 2 SPECIMENS TESTED AT 28 DAYS AND ONE SPECIMEN RETAINED IN RESERVE TO BE TESTED AT THE DIRECTION OF THE STRUCTURAL ENGINEER. SPARE CYLINDER MAY BE DISCARDED 90 DAYS AFTER CASTING UNLESS DIRECTED OTHERWISE BY THE STRUCTURAL ENGINEER. THIS SET OF TEST CYLINDERS SHALL BE PROTECTED AGAINST FREEZING. WHEN THE AMBIENT TEMPERATURE IS EXPECTED TO FALL BELOW 40 DEGREES DURING THE COURSE OF A CONCRETE POUR OR SUBSEQUENT CURING PROCESS, AN ADDITIONAL SET OF CONCRETE TEST CYLINDERS SHALL BE MADE AND TESTED. THESE CYLINDERS SHALL BE STORED IMMEDIATELY ADJACENT TO, AND CURED UNDER THE SAME CONDITIONS AS THE BUILDING CONCRETE. SPECIAL CURING BOXES ARE NOT PERMITTED FOR THESE TEST CYLINDERS. FORWARD COPIES OF TEST RESULTS TO THE ARCHITECT, STRUCTURAL ENGINEER, READY-MIX SUPPLIER AND CONTRACTOR WITHIN 24 HOURS AFTER TESTING. STRUCTURAL STEEL - ASD STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE ANSI/AISC 360 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, LATEST EDITION WITH AMENDMENTS, AND THE AISC 303 CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, LATEST EDITION WITH AMENDMENTS. STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992. STRUCTURAL STEEL PLATES AND ROLLED SHAPES OTHER THAN WIDE-FLANGE SHAPES SHALL CONFORM TO ASTM A36, UNLESS NOTED OTHERWISE. STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE B. STRUCTURAL PIPE SHALL CONFORM TO ASTM A53, GRADE B. STRUCTURAL STEEL ROD HANGERS AND BRACING SHALL CONFORM TO ASTM A36, UNLESS NOTED OTHERWISE. ANCHOR RODS SHALL CONFORM TO ASTM F1554, GRADE 36, UNLESS NOTED OTHERWISE. BOLTED CONNECTIONS SHALL CONFORM TO THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS OF THE ENGINEERING FOUNDATION. BOLTED CONNECTIONS FOR STRUCTURAL STEEL MEMBERS SHALL BE MADE WITH 3/4" DIAMETER A325 BOLTS, UNLESS NOTED OTHERWISE. BOLTED CONNECTIONS SHALL BE TIGHTENED TO THE SNUG TIGHT CONDITION, EXCEPT BOLTED CONNECTIONS IN BRACE ELEMENTS ARE TO BE FULLY PRETENSIONED WITH CLASS A FAYING SURFACES. WELDING PROCEDURES SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING CODE FOR STEEL ANSI/AWS D1.1. WELDED CONNECTIONS USING ASTM A992 STEEL AS A BASE METAL SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES. UNLESS OTHERWISE SHOWN OR NOTED ON THE DRAWINGS, OTHER WELDED CONNECTIONS MAY BE MADE WITH STANDARD E70XX ELECTRODES. ALL STRUCTURAL STEEL SHALL BE SHOP-PRIMED WITH A RUST-INHIBITING PRIMER, UNLESS NOTED OTHERWISE ON THE DRAWINGS. CONTRACTOR SHALL VERIFY PRIMER IS COMPATIBLE WITH FINISH COAT SYSTEM SPECIFIED BY THE ARCHITECT. COORDINATE FINISH PAINTING REQUIREMENTS WITH THE ARCHITECT. STRUCTURAL STEEL NOTED TO BE GALVANIZED SHALL BE HOT-DIP GALVANIZED IN CONFORMANCE WITH ASTM A123. DO NOT PAINT OR GALVANIZE THE FOLLOWING SURFACES: 1. SURFACES TO BE WELDED. 2. SURFACES TO RECEIVE BOLTED SLIP-CRITICAL CONNECTIONS. 3. SURFACES TO RECEIVE SHEAR STUD CONNECTIONS. 4. SURFACES TO RECEIVE SPRAYED-ON FIREPROOFING. ALL ABRASIONS TO GALVANIZED SURFACES OR SURFACES TO RECEIVE AN ARCHITECTURAL FINISH COAT SHALL BE TOUCHED-UP AFTER ERECTION IS COMPLETE. FOR PAINTED STEEL, USE A PRIMER EQUIVALENT TO THE SHOP PAINT. FOR GALVANIZED STEEL, USE A ZINC-RICH COLD-GALVANIZING PAINT. DESIGN CONNECTIONS NOT SHOWN IN ACCORDANCE WITH THE ASD SPECIFICATION AND MANUAL OF STEEL CONSTRUCTION. UNLESS NOTED OTHERWISE ON THE DRAWINGS, DESIGN BEAM CONNECTIONS NOT SHOWN, TO SUPPORT A MINIMUM OF A 16 KIP SHEAR REACTION. PROVIDE NO LESS THAN 2 BOLTS IN ANY SINGLE LINE OF BOLTS, UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS. PROVIDE L4X4X1/4 FRAMED OPENINGS FOR ALL ROOF PENETRATIONS 12 INCHES OR LARGER ALONG ANY SIDE, UNLESS LARGER FRAMING IS INDICATED. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR PENETRATIONS. COORDINATE FRAMED OPENING SIZES AND LOCATIONS WITH THE MECHANICAL AND PLUMBING CONTRACTORS. STEEL ROOF DECK PROVIDE AND ERECT STEEL DECK IN ACCORDANCE WITH THE LATEST EDITION OF THE STEEL DECK INSTITUTE'S SPECIFICATIONS AND CODE OF STANDARD PRACTICE. DECK MANUFACTURER SHALL PROVIDE ALL ROOF DECK ACCESSORIES, INCLUDING CLOSURES, SUPPLEMENTARY FRAMING, AND SUMP PANS, WHETHER OR NOT SUCH ITEMS ARE DETAILED ON THE CONTRACT DOCUMENTS. FASTEN ROOF DECK TO STEEL SUPPORTS AS INDICATED ON THE DRAWINGS. PERFORM WELDING IN ACCORDANCE WITH ANSI/AWS D1.3. ROOF DECK SHALL BE INSTALLED IN A MINIMUM THREE SPAN CONDITION. PROVIDE STEEL ROOF DECK WITH FINISH AS INDICATED ON THE DRAWINGS. COMPOSITE STEEL BEAMS COMPOSITE BEAM SHEAR CONNECTORS SHALL BE NELSON STUD TYPE S3L AS MANUFACTURED BY THE NELSON STUD WELDING COMPANY, OR AN EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER. STUDS SHALL BE MANUFACTURED OF COLD-DRAWN STEEL CONFORMING TO ASTM A108. STUDS SHALL BE 3/4" DIAMETER, UNLESS NOTED OTHERWISE. STUD DESIGN HAS BEEN BASED ON AN ULTIMATE SHEAR CAPACITY OF 17.7 KIPS PER STUD. INSTALLED STUD LENGTH SHALL BE 1" LESS THAN TOTAL NOMINAL SLAB THICKNESS, UNLESS NOTED OTHERWISE. COMPOSITE STEEL BEAMS HAVE BEEN DESIGNED TO ALLOW INSTALLATION OF THE SLAB CONCRETE IN AN UNSHORED CONDITION UNLESS NOTED OTHERWISE. STEEL FLOOR DECK PROVIDE AND ERECT STEEL DECK IN ACCORDANCE WITH THE LATEST EDITION OF THE STEEL DECK INSTITUTE'S SPECIFICATIONS AND CODE OF STANDARD PRACTICE. DECK MANUFACTURER SHALL PROVIDE ALL FLOOR DECK ACCESSORIES, SUCH AS EDGE FORMS, CLOSURES, FILLERS AND POUR STOPS FOR A COMPLETE INSTALLATION, WHETHER OR NOT SUCH ITEMS ARE DETAILED ON THE CONTRACT DOCUMENTS. FASTEN FLOOR DECK TO STEEL SUPPORTS AS INDICATED ON THE DRAWINGS. PERFORM WELDING IN ACCORDANCE WITH ANSI/AWS D1.3. STEEL FLOOR DECK IS INTENDED TO BE INSTALLED IN AN UNSHORED CONDITION UNLESS NOTED OTHERWISE. DECK SUPPLIER SHALL REVIEW ALL SPAN CONDITIONS AND CONFIRM THAT THE SUPPLIED PRODUCT IS SUFFICIENT TO SAFELY SUPPORT THE WET WEIGHT OF CONCRETE AND ASSOCIATED CONSTRUCTION LIVE LOADS WITHOUT THE NEED FOR SHORING. FLOOR DECK UNITS SHALL BE INSTALLED IN A MINIMUM THREE SPAN CONDITION. PROVIDE INTERIOR STEEL FLOOR DECK WITH FINISH AS INDICATED ON THE DRAWINGS. PROVIDE FLOOR DECK SUPPORTING EXTERIOR SLABS WITH A GALVANIZED FINISH IN ACCORDANCE WITH ASTM A924 G90. CONCRETE SLABS ON METAL DECK UNLESS INDICATED OTHERWISE ON THE DRAWINGS, CONCRETE SLABS ON METAL DECK SHALL BE PLACED AS REQUIRED TO MAINTAIN A CONSTANT SLAB THICKNESS. CONTRACTOR SHALL ALLOW FOR THE DEFLECTION OF THE FLOOR ASSEMBLY DUE TO THE WET WEIGHT OF THE CONCRETE WHEN CALCULATING CONCRETE QUANTITIES AND SHALL INCLUDE THE COST OF ALL REQUIRED SLAB-ON-DECK CONCRETE IN THE BID PRICE. PRIOR TO PLACEMENT OF CONCRETE SLABS ON METAL DECK, THE CONTRACTOR SHALL CAREFULLY REVIEW THE ELEVATIONS OF THE STRUCTURAL STEEL FRAMING, INCLUDING CAMBERED MEMBERS, FOR CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES (SUCH AS IMPROPER CAMBER, IMPROPER STEEL ELEVATIONS, ETC.) IMMEDIATELY AND SHALL NOT BEGIN CONCRETE PLACEMENT WITHOUT PRIOR REVIEW BY THE STRUCTURAL ENGINEER. ACTUAL CONCRETE SLAB THICKNESS SHALL NOT BE LESS THAN THE INDICATED NOMINAL THICKNESS AT ANY LOCATION. IF ANY CONDITION IS DISCOVERED THAT WOULD PREVENT PLACEMENT OF CONCRETE TO THE NOMINAL THICKNESS; CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER IMMEDIATELY AND SHALL NOT PROCEED WITH CONCRETE PLACEMENT WITHOUT PRIOR REVIEW BY THE STRUCTURAL ENGINEER. PROVIDE SLABS ON METAL DECK WITH A SMOOTH TROWEL FINISH UNLESS NOTED OTHERWISE. CONTRACTOR SHALL REVIEW ALL REQUIRED FLOOR FINISH MATERIAL REQUIREMENTS PRIOR TO PLACEMENT OF CONCRETE AND SHALL PROVIDE FLOOR SLAB FLATNESS MEETING THE FINISH MATERIAL SUPPLIER'S WRITTEN REQUIREMENTS. FLATNESS SHALL BE THE MORE STRINGENT OF THE FINISH MATERIAL REQUIREMENTS AND THE FOLLOWING: ALL SLABS, UNO: OVERALL VALUES: FF = 25 LOCAL VALUES: FF = 20 CONTRACTOR SHALL PROVIDE ALL NECESSARY REPAIR, GRINDING AND/OR LEVELING OF THE CONCRETE SLAB TO ACCOMODATE ALL FLOOR FINISHES PRIOR TO INSTALLATION OF THE FINISH MATERIALS WITH NO ADDITIONAL COST TO THE PROJECT. PLACE CONCRETE IN A MANNER SO AS TO PREVENT SEGREGATION OF THE MIX. DELAY FLOATING AND TROWELING OPERATIONS UNTIL THE CONCRETE HAS LOST SURFACE WATER SHEEN OR ALL FREE WATER. DO NOT SPRINKLE FREE CEMENT ON THE SLAB SURFACE. PROVIDE CURING OF CONCRETE SLABS ON METAL DECK AS REQUIRED TO ACCOMMODATE FLOOR FINISHES AND FINISH MATERIALS PER THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. REVIEW ALL FLOOR FINISH REQUIREMENTS PRIOR TO PLACEMENT OF CONCRETE SLABS AND COORDINATE SLAB MIX, PLACEMENT AND CURING TO COMPLY WITH FINISH FLOORING MATERIAL MANUFACTURER’S REQUIREMENTS. CURING PROCEDURES SHALL COMPLY WITH ACI 302.1R AND USE OF CURING MATERIALS SHALL BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER’S REQUIREMENTS. MOISTURE RETENTION COVERS, IF USED, SHALL BE APPLIED FLAT AND SMOOTH TO RESULT IN A UNIFORM APPEARANCE AND MINIMIZE SURFACE MARKINGS AND BLEMISHES. UNLESS NOTED OTHERWISE, OR UNLESS MORE STRINGENT REQUIREMENTS APPLY, CURE SLABS ON METAL DECK AS FOLLOWS: SLABS RECEIVING FLOOR COVERING MATERIALS: MOIST CURE A MINIMUM OF 7 DAYS (OR, IF APPROVED BY FLOOR FINISH MATERIAL MANUFACTURER, USE ASTM C309, TYPE 1, CLASS B, WATERBORNE, MEMBRANE-FORMING CURING COMPOUND, DISSIPATING). REMOVAL OF CURING COMPOUND MATERIAL, IF REQUIRED FOR PROPER INSTALLATION OF FLOOR FINISH MATERIALS, SHALL BE PERFORMED BY THE CONCRETE CONTRACTOR. PERMANANTLY EXPOSED SLABS: CURE USING ASTM C1315, TYPE 1, CLASS A, WATERBORNE, MEMBRANE-FORMING CURING AND SEALING COMPOUND. REINFORCING STEEL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 AND SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI. REINFORCING BAR DETAILING, FABRICATING, AND PLACING SHALL CONFORM TO THE LATEST EDITION OF THE FOLLOWING STANDARDS: ACI 301, ACI 315, ACI 318 AND ACI DETAILING MANUAL (SP66). UNLESS A GREATER AMOUNT OF COVER IS INDICATED ON THE DRAWINGS, PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES #6 BARS AND LARGER EXPOSED TO EARTH OR WEATHER: 2 INCHES #5 BARS AND SMALLER EXPOSED TO EARTH OR WEATHER: 1-1/2 INCHES BEAM AND COLUMN TIES, STIRRUPS AND SPIRALS: 1-1/2 INCHES ELEVATED SLAB BARS NOT EXPOSED TO EARTH OR WEATHER: 3/4 INCH REINFORCING STEEL SHALL NOT BE TACK WELDED, WELDED, HEATED OR CUT UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR APPROVED BY THE STRUCTURAL ENGINEER. WHERE LAP SPLICE LENGTHS ARE NOT SHOWN OR NOTED, PROVIDE A CLASS "B" LAP. ALL 90 DEGREE AND 180 DEGREE BENDS SHOWN ON THE DRAWINGS SHALL BE STANDARD HOOKS, UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL BARS AT CORNERS OF ALL WALLS AND GRADE BEAMS. LAP SPLICE CORNERS BARS WITH STRAIGHT BARS. UNLESS OTHERWISE SHOWN OR NOTED, PROVIDE 2-#5 BARS (ONE EACH FACE) AROUND UNFRAMED OPENINGS IN CONCRETE WALLS AND GRADE BEAMS. PLACE BARS PARALLEL TO THE SIDES OF THE OPENING AND EXTEND 24" BEYOND CORNERS. MASTIC COATING MASTIC COATING FOR PROTECTION OF INDICATED ITEMS SHALL BE BITUMASTIC 50 COAL TAR MASTIC BY CARBOLINE OR EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER. INSTALL AT LOCATIONS INDICATED ON DRAWINGS. UNLESS NOTED OTHERWISE, APPLY MASTIC TO A COATING THICKNESS OF 18 MILS. PROVIDE FULL COVERAGE OVER ITEMS INDICATED TO RECEIVE COATING. CONCRETE SLABS ON GRADE SLABS ON GRADE SHALL BE CONSTRUCTED IN ACCORDANCE W ITH THE LATEST EDITION OF THE GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION (ACI 302.1R). PLACE CONCRETE IN A MANNER SO AS TO PREVENT SEGREGATION OF THE MIX. DELAY FLOATING AND TROWELING OPERATIONS UNTIL THE CONCRETE HAS LOST SURFACE WATER SHEEN OR ALL FREE WATER. DO NOT SPRINKLE FREE CEMENT ON THE SLAB SURFACE. PROVIDE CURING OF CONCRETE SLABS ON GRADE AS REQUIRED TO ACCOMMODATE FLOOR FINISHES AND FINISH MATERIALS PER THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. REVIEW ALL FLOOR FINISH REQUIREMENTS PRIOR TO PLACEMENT OF CONCRETE SLABS AND COORDINATE SLAB MIX, PLACEMENT AND CURING TO COMPLY WITH FINISH FLOORING MATERIAL MANUFACTURER’S REQUIREMENTS. CURING PROCEDURES SHALL COMPLY WITH ACI 302.1R AND USE OF CURING MATERIALS SHALL BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER’S REQUIREMENTS. MOISTURE RETENTION COVERS, IF USED, SHALL BE APPLIED FLAT AND SMOOTH TO RESULT IN A UNIFORM APPEARANCE AND MINIMIZE SURFACE MARKINGS AND BLEMISHES. UNLESS NOTED OTHERWISE, OR UNLESS MORE STRINGENT REQUIREMENTS APPLY, CURE SLABS ON GRADE AS FOLLOWS: SLABS RECEIVING FLOOR COVERING MATERIALS: MOIST CURE A MINIMUM OF 7 DAYS (OR, IF APPROVED BY FLOOR FINISH MATERIAL MANUFACTURER, USE ASTM C309, TYPE 1, CLASS B, WATERBORNE, MEMBRANE- FORMING CURING COMPOUND, DISSIPATING). REMOVAL OF CURING COMPOUND MATERIAL, IF REQUIRED FOR PROPER INSTALLATION OF FLOOR FINISH MATERIALS, SHALL BE PERFORMED BY THE CONCRETE CONTRACTOR. PERMANENTLY EXPOSED SLABS: CURE USING ASTM C1315, TYPE 1, CLASS A, WATERBORNE, MEMBRANE-FORMING CURING AND SEALING COMPOUND. PROVIDE SLABS ON GRADE WITH A SMOOTH TROWEL FINISH UNLESS NOTED OTHERWISE. CONTRACTOR SHALL REVIEW ALL REQUIRED FLOOR FINISH MATERIAL REQUIREMENTS PRIOR TO PLACEMENT OF CONCRETE AND SHALL PROVIDE FLOOR SLAB FLATNESS AND LEVELNESS MEETING THE FINISH MATERIAL SUPPLIER'S WRITTEN REQUIREMENTS. FLATNESS AND LEVELNESS SHALL BE THE MORE STRINGENT OF THE FINISH MATERIAL REQUIREMENTS AND THE FOLLOWING: ALL SLABS, UNO: OVERALL VALUES: FF = 25 FL = 20 LOCAL VALUES: FF = 20 FL = 15 CONTRACTOR SHALL PROVIDE ALL NECESSARY REPAIR, GRINDING AND/OR LEVELING OF THE CONCRETE SLAB TO ACCOMMODATE ALL FLOOR FINISHES PRIOR TO INSTALLATION OF THE FINISH MATERIALS WITH NO ADDITIONAL COST TO THE PROJECT. THE MINIMUM LOCAL AREA SHALL BE ANY BAY DEFINED BY COLUMN LINES. UNLESS SHOWN OR NOTED OTHERWISE, PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS-ON-GRADE AT A MAXIMUM SPACING OF 36 TIMES THE SLAB THICKNESS. PROVIDE JOINTS AT ALL COLUMN LOCATIONS. LOCATE JOINTS TO ELIMINATE RE-ENTRANT CORNERS AND TO CREATE SQUARE OR RECTANGULAR SECTIONS WITH MAXIMUM LONG SIDE TO SHORT SIDE RATIO OF 1.5 TO 1. CONTROL JOINTS IN SLABS ON GRADE SHALL NOT RECEIVE JOINT FILLER MATERIAL UNLESS NOTED OTHERWISE. EXPANSION ANCHORS EXPANSION ANCHORS SHALL BE HILTI “KWIK BOLT TZ” OR AN EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER, UNO. ANCHOR FINISH SHALL BE CARBON STEEL FOR INTERIOR EXPOSURES AND AISI 316 STAINLESS STEEL FOR EXTERIOR AND BELOW GRADE EXPOSURES, UNO. ANCHORS SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S REQUIREMENTS BY INSTALLERS TRAINED BY THE MANUFACTURER’S REPRESENTATIVE. ANCHORS SHALL NOT BE INSTALLED IN CONCRETE OR MASONRY UNTIL IT HAS ATTAINED ITS SPECIFIED MINIMUM 28 DAY COMPRESSIVE STRENGTH. ADHESIVE ANCHORS FOR SOLID SUBSTRATES ADHESIVE ANCHORS FOR SOLID SUBSTRATES SHALL BE HILTI "HIT-HY 200" OR AN EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER, UNO. ANCHORS SHALL BE ASTM A36 THREADED RODS FOR INTERIOR EXPOSURES AND AISI 316 STAINLESS STEEL FOR EXTERIOR AND BELOW GRADE EXPOSURES, UNO. ANCHORS SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S REQUIREMENTS BY INSTALLERS TRAINED BY THE MANUFACTURER'S REPRESENTATIVE. ADHESIVE ANCHORS SHALL NOT BE INSTALLED IN CONCRETE OR MASONRY UNTIL IT HAS ATTAINED ITS SPECIFIED MINIMUM 28 DAY COMPRESSIVE STRENGTH. MINIMUM EMBEDMENT DEPTH SHALL BE 8 BOLT DIAMETERS UNLESS NOTED OTHERWISE. NON-SHRINK GROUT GROUT SHALL BE A NON-METALLIC, SHRINKAGE RESISTANT (WHEN TESTED IN ACCORDANCE WITH THE LATEST EDITION OF ASTM C827 OR CRD-C621), PREMIXED, NON-CORROSIVE, NON-STAINING PRODUCT CONTAINING PORTLAND CEMENT, SILICA SANDS, SHRINKAGE COMPENSATING AGENTS AND FLUIDITY IMPROVING COMPOUNDS. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (F'C) OF 5,000 PSI IN 28 DAYS. WATERSTOPS SELF-EXPANDING STRIP WATER STOPS SHALL BE VOLCLAY W ATERSTOP-RX 101 UNLESS NOTED OTHERWISE. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. PVC WATERSTOPS PROVIDE FACTORY MADE WATERSTOP FABRICATIONS FOR ALL CHANGES OF DIRECTION, INTERSECTIONS, AND TRANSITIONS LEAVING ONLY STRAIGHT BUTT JOINT SPLICES FOR THE FIELD. SECURE WATERSTOP IN CORRECT POSITION USING HOG RINGS OR GROMMETS SPACED AT 12 INCHES ON CENTER ALONG THE LENGTH OF THE WATERSTOP AND WIRE TIE TO ADJACENT REINFORCING STEEL. PROVIDE TEFLON COATED THERMOSTATICALLY CONTROLLED W ATERSTOP SPLICING IRONS FOR FIELD BUTT SPLICES. FIELD BUTT SPLICES SHALL BE HEAT FUSED WELDED USING A TEFLON COATED THERMOSTATICALLY CONTROLLED WATERSTOP SPLICING IRON AT APPROXIMATELY 380 DEGREES F. FOLLOW APPROVED MANUFACTURER RECOMMENDATIONS. LAPPING OF WATERSTOP, USE OF ADHESIVES, OR SOLVENTS SHALL NOT BE ALLOWED. ADHESIVE ANCHORS FOR HOLLOW SUBSTRATES ADHESIVE ANCHORS FOR HOLLOW SUBSTRATES SHALL BE HILTI "HIT-HY 70" WITH HILTI “HIT-SC” SCREEN TUBE OR AN EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER, UNO. ANCHORS SHALL BE ASTM A36 THREADED RODS FOR INTERIOR EXPOSURES AND AISI 316 STAINLESS STEEL FOR EXTERIOR AND BELOW GRADE EXPOSURES, UNO. ANCHORS SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S REQUIREMENTS BY INSTALLERS TRAINED BY THE MANUFACTURER'S REPRESENTATIVE. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) SHALL BE FABRICATED AND ASSEMBLED IN THE SHOP TO THE GREATEST EXTENT POSSIBLE. LOCATE FIELD JOINTS IN AESS ASSEMBLIES AT CONCEALED LOCATIONS OR AS APPROVED BY THE ARCHITECT. DETAIL AESS ASSEMBLIES TO MINIMIZE FIELD HANDLING AND EXPEDITE ERECTION. FABRICATE AESS WITH EXPOSED SURFACES SMOOTH, SQUARE AND OF CONSISTENT SURFACE QUALITY. USE SPECIAL CARE IN HANDLING AND SHIPPING OF AESS BOTH BEFORE AND AFTER SHOP PAINTING. IN ADDITION TO SPECIAL CARE USED TO HANDLE AND FABRICATE AESS, EMPLOY THE FOLLOWING FABRICATION TECHNIQUES: 1. FABRICATOR SHALL GRIND WELDS OF AESS SMOOTH. FOR GROOVE WELDS, THE WELD SHALL BE MADE FLUSH TO THE SURFACES EACH SIDE AND BE WITHIN +1/16",-0" OF PLATE THICKNESS. 2. WHERE FILLET WELDS ARE INDICATED TO BE GROUND-CONTOURED, OR BLENDED, OVERSIZE WELDS AS REQUIRED AND GRIND TO PROVIDE A SMOOTH TRANSITION. 3. WHERE WELDING IS NOTED ON THE DRAWINGS, PROVIDE CONTINUOUS WELDS OF A UNIFORM SIZE AND PROFILE. 4. AT LOCATIONS WHERE WELDING ON THE FAR SIDE OF AN EXPOSED CONNECTION OCCURS, GRIND DISTORTION AND MARKING OF THE STEEL TO A SMOOTH PROFILE WITH ADJACENT MATERIAL. 5. FABRICATE SUCH THAT PIECE MARKS ARE FULLY HIDDEN IN THE FINAL STRUCTURE OR MADE WITH SUCH MEDIA TO PERMIT FULL REMOVAL AFTER ERECTION. 6. FABRICATOR SHALL DELIVER STEEL WITH NO MILL MARKS (STENCILED, STAMPED, RAISED, ETC.) IN EXPOSED LOCATIONS. MILL MARKS SHALL BE OMITTED BY CUTTING OF MILL MATERIAL TO APPROPRIATE LENGTHS WHERE POSSIBLE. WHERE NOT POSSIBLE, THE FABRICATOR CAN FILL AND/OR GRIND TO A SURFACE FINISH. 7. FABRICATOR SHALL GRIND ALL EDGES OF SHEARED, PUNCHED OR FLAME-CUT STEEL. 8. MEMBER SPECIFIED TO BE ROLLED TO A FINAL CURVED SHAPE SHALL BE FULLY SHAPED IN THE SHOP AND TIED DURING SHIPPING TO PREVENT STRESS RELIEVING. DISTORTION OF THE WEB OR STEM, AND OF OUTSTANDING FLANGES OR LEGS OF ANGLES SHALL BE VISUALLY ACCEPTABLE TO THE ARCHITECT FROM A DISTANCE OF 20' UNDER ANY LIGHTING CONDITION DETERMINED BY THE ARCHITECT. 9. PROVIDE CONTINUOUS, SEALED WELDS AT CONNECTIONS W HERE AESS IS EXPOSED TO WEATHER. CLEAN SURFACES TO BE PAINTED. REMOVE LOOSE RUST, LOOSE MILL SCALE, AND SPATTER, SLAG, OR FLUX DEPOSITS. PREPARE SURFACES ACCORDING TO THE STEEL STRUCTURES PAINTING COUNCIL SPECIFICATION SSPC-SP3. AESS SHALL APPLY TO THE DRINK UP CANOPY ONLY, UNO. SEPARATION OF DISSIMILAR METALS DISSIMILAR METALS SHALL BE ELECTRICALLY ISOLATED TO PREVENT GALVANIC CORROSION VIA NON-CONDUCTIVE WASHERS, GASKETS, COATINGS, OR EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER, UNO. ARCHITECTURAL PRECAST COMPONENTS SUPPLIER OF ARCHITECTURAL PRECAST COMPONENTS IS RESPONSIBLE FOR THE DESIGN AND DETAILING OF THE PANELS AND CONNECTIONS. STEEL REQUIRED TO TRANSMIT THE GRAVITY AND/OR LATERAL LOADS TO THE STRUCTURE NOT DETAILED ON THE STRUCTURAL DRAWINGS IS THE RESPONSIBILITY OF THE PRECAST SUPPLIER TO DESIGN AND DETAIL. GRAVITY CONNECTIONS SHALL NOT BE MADE TO BEAMS, JOISTS, OR JOIST GIRDERS WITHOUT PERMISSION OF THE STRUCTURAL ENGINEER, UNLESS SPECIFICALLY SHOWN ON THE DRAWINGS. CONNECTIONS TO TRANSMIT LATERAL LOADS TO THE STRUCTURE SHALL BE MADE ONLY TO A COLUMN OR THE TOP FLANGE OF A STEEL BEAM, OR THE TOP CHORD OF A STEEL JOIST OR JOIST GIRDER AT A TOP CHORD PANEL POINT. CONNECTIONS TO TRANSMIT LATERAL LOADS TO THE STRUCTURE SHALL NOT BE MADE TO THE BOTTOM FLANGES OF BEAMS, BOTTOM CHORDS OF JOIST GIRDERS OR BOTTOM CHORDS OF JOISTS WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. PRECAST CONCRETE CONNECTIONS SHOWN ON DRAWINGS SHALL BE PROVIDED AS SHOWN, BY THE STEEL FABRICATOR. IF DETAILS NEED TO BE ADJUSTED BASED ON AN INDIVIDUAL PRECAST MANUFACTURER'S DETAILS, THE MANUFACTURER MUST INFORM THE STEEL FABRICATOR PRIOR TO FABRICATION OF THE STEEL. CHANGES REQUIRED AFTER THE STEEL IS FABRICATED SHALL BE SOLELY THE RESPONSIBILITY OF THE PRECAST MANUFACTURER (INCLUDING ENGINEERING, MATERIAL AND INSTALLATION). PRECAST CONCRETE SPANDREL PANELS SHALL NOT BE ERECTED AT ANY LEVEL PRIOR TO PLACEMENT OF FLOOR OR ROOF DECK ON THAT LEVEL. GLASS CURTAIN WALLS SUPPLIER OF GLASS CURTAIN WALL IS RESPONSIBLE FOR THE DESIGN, DETAILING AND INSTALLATION OF THE CURTAIN WALL SYSTEM. STEEL REQUIRED TO TRANSMIT THE GRAVITY AND/OR LATERAL LOADS TO THE STRUCTURE NOT DETAILED ON THE STRUCTURAL DRAWINGS IS THE RESPONSIBILITY OF THE CURTAIN WALL SUPPLIER TO DESIGN, DETAIL AND INSTALL. CONNECTIONS TO TRANSMIT LATERAL LOADS TO THE STRUCTURE SHALL NOT BE MADE TO THE BOTTOM FLANGES OF BEAMS, BOTTOM CHORDS OF JOIST GIRDERS OR BOTTOM CHORDS OF JOISTS WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. WHERE KNEE WALLS ARE PRESENT UNDER THE GLASS CURTAIN WALL SYSTEM THE VERTICAL MULLIONS SHALL NOT STOP AT THE TOP OF THE KNEE WALL BUT SHALL EXTEND DOWN TO THE STRUCTURE AND THE DESIGN SHALL NOT ASSUME THE KNEE WALL BRACES THE CURTAIN WALL. ELEVATORS CONTRACTOR SHALL COORDINATE ELEVATOR PITS, SHAFTS, SLAB OPENINGS, FRAMING LOCATIONS, GUIDE RAIL SUPPORTS, DIVIDER BEAMS, HOIST BEAMS AND SUMP PITS WITH ELEVATOR SUPPLIER PRIOR TO CONSTRUCTION AS REQUIRED FOR PROPER INSTALLATION AND OPERATION. COORDINATE ANY REQUIRED STRUCTURAL MODIFICATIONS WITH THE STRUCTURAL ENGINEER PRIOR TO FABRICATION AND/OR INSTALLATION OF ANY STRUCTURAL ELEMENTS. Date Drawn By: Checked By: Project Number: Project Name Sheet Title Sheet Number Revisions Seal Signature This drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requirements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation. © Copyright 2015 Architura Corporation Architura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 10 / 5 / 2 0 1 5 3 : 2 6 : 5 4 P M C: \ R e v i t \ R e v i t S t r u c t u r e 2 0 1 4 \ 2 0 1 4 . 0 0 7 8 9 _ S T _ D e l t a F au c e t H e a d q u a r t e r s E x p a n s i o n _ 0 8 0 4 2 0 1 5 _ R S T R 1 4 _ e s m i t h .r v t S002 GENERAL NOTES DELTA FAUCET HEADQUARTERS EXPANSION JMK EMS 10/05/2015 2014.00789 55 EAST 111TH STREET INDIANAPOLIS, IN 46280 BID PACKAGE 2 CONCRETE REINFORCED CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318) AND COMMENTARY (ACI 318R). MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301). READY-MIXED CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ASTM C94. IN CASE OF A DISCREPANCY, THE PLANS AND SPECIFICATIONS SHALL GOVERN. CEMENT SHALL CONFORM TO ASTM C150, TYPE I. FLY ASH SHALL CONFORM TO ASTM C618, CLASS C OR F. THE RATIO OF THE AMOUNT (BY WEIGHT) OF FLY ASH TO TOTAL CEMENTITIOUS MATERIALS IN THE MIX SHALL NOT EXCEED 25 PERCENT. NORMAL WEIGHT AGGREGATES SHALL CONFORM TO ASTM C33. WATER-REDUCING ADMIXTURES SHALL CONFORM TO ASTM C494. AIR-ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C260 AND SHALL BE CERTIFIED BY THE MANUFACTURER TO BE COMPATIBLE WITH OTHER ADMIXTURES. CALCIUM CHLORIDE ADMIXTURES OR ADMIXTURES CONTAINING MORE THAN 0.1 PERCENT CHLORIDE IONS SHALL NOT BE USED. IN COLD WEATHER CONDITIONS, MIXING, PLACING, FINISHING, CURING AND PROTECTION OF CONCRETE SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF ACI 306R, COLD WEATHER CONCRETING. IN HOT WEATHER CONDITIONS, MIXING, PLACING, FINISHING, CURING AND PROTECTION OF CONCRETE SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF ACI 305R, HOT WEATHER CONCRETING. USE OF CONSTRUCTION JOINTS AT LOCATIONS OTHER THAN THOSE INDICATED ON THE DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW. SLUMP FOR PUMPED CONCRETE SHALL BE MEASURED AT POINT OF DISCHARGE. NORMAL WEIGHT CONCRETE SHALL BE USED IN THE FOLLOWING AREAS AND SHALL HAVE THE PROPERTIES AS SHOWN BELOW: FOOTINGS AND MATS 1. COMPRESSIVE STRENGTH (28 DAYS): 3000 PSI 2. MAXIMUM SLUMP: 4 INCHES 3. MINIMUM CEMENTITIOUS MATERIALS CONTENT: 423 LB./CU. YD. 4. MAXIMUM SLUMP FOR CONCRETE CONTAINING HIGH-RANGE WATER-REDUCING ADMIXTURE: 8 INCHES (AFTER ADMIXTURE IS ADDED TO CONCRETE WITH 2 TO 4 INCH SLUMP). 5. MAXIMUM WATER/CEMENTITIOUS MATERIALS RATIO: 0.50 6. MAXIMUM COARSE AGGREGATE SIZE: 1-1/2 INCHES 7. AIR CONTENT: N/A BASEMENT AND FOUNDATION WALLS 1. COMPRESSIVE STRENGTH (28 DAYS): 4000 PSI 2. MAXIMUM SLUMP: 4 INCHES 3. MINIMUM CEMENTITIOUS MATERIALS CONTENT: 470 LB./CU. YD. 4. MAXIMUM SLUMP FOR CONCRETE CONTAINING HIGH-RANGE WATER-REDUCING ADMIXTURE: 8 INCHES (AFTER ADMIXTURE IS ADDED TO CONCRETE WITH 2 TO 4 INCH SLUMP). 5. MAXIMUM WATER/CEMENTITIOUS MATERIALS RATIO: 0.48 6. MAXIMUM COARSE AGGREGATE SIZE: 1 INCH 7. AIR CONTENT: N/A ENTRANCE PLATFORMS, RETAINING WALLS, AND CURBS/SIDEWALKS/SLABS EXPOSED TO DE-ICERS 1. COMPRESSIVE STRENGTH (28 DAYS): 4000 PSI 2. MAXIMUM SLUMP: 4 INCHES 3. MINIMUM CEMENTITIOUS MATERIALS CONTENT: 517 LB./CU. YD. 4. MAXIMUM SLUMP FOR CONCRETE CONTAINING HIGH-RANGE WATER-REDUCING ADMIXTURE: 8 INCHES (AFTER ADMIXTURE IS ADDED TO CONCRETE WITH 2 TO 4 INCH SLUMP). 5. MAXIMUM WATER/CEMENTITIOUS MATERIALS RATIO: 0.45 6. MAXIMUM COARSE AGGREGATE SIZE: 1 INCH 7. AIR CONTENT: 6.0% +/- 1% INTERIOR SLABS ON GRADE 1. COMPRESSIVE STRENGTH (28 DAYS): 4000 PSI 2. MAXIMUM SLUMP: 4 INCHES 3. MINIMUM CEMENTITIOUS MATERIALS CONTENT: 470 LB./CU. YD. 4. MAXIMUM SLUMP FOR CONCRETE CONTAINING HIGH-RANGE WATER-REDUCING ADMIXTURE: 8 INCHES (AFTER ADMIXTURE IS ADDED TO CONCRETE WITH 2 TO 4 INCH SLUMP). 5. MAXIMUM WATER/CEMENTITIOUS MATERIALS RATIO: 0.48 6. MAXIMUM COARSE AGGREGATE SIZE: 1 INCH 7. AIR CONTENT: N/A 8. FIBER REINFORCEMENT WHERE INDICATED INTERIOR SLABS ON METAL DECK 1. COMPRESSIVE STRENGTH (28 DAYS): 4000 PSI 2. MAXIMUM SLUMP: 4 INCHES 3. MINIMUM CEMENTITIOUS MATERIALS CONTENT: 470 LB./CU. YD. 4. MAXIMUM SLUMP FOR CONCRETE CONTAINING HIGH-RANGE WATER-REDUCING ADMIXTURE: 8 INCHES (AFTER ADMIXTURE IS ADDED TO CONCRETE WITH 2 TO 4 INCH SLUMP). 5. MAXIMUM WATER/CEMENTITIOUS MATERIALS RATIO: 0.48 6. MAXIMUM COARSE AGGREGATE SIZE: 1 INCH 7. AIR CONTENT: N/A VAPOR BARRIER VAPOR BARRIER SYSTEM SHALL HAVE A PERMEANCE OF 0.01 PERMS OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM E1745 SECTION 7. INSTALL, SEAL, INSPECT AND REPAIR IN STRICT CONFORMANCE TO THE MANUFACTURER’S WRITTEN REQUIREMENTS. INSTALL VAPOR BARRIER ONLY AT LOCATIONS SPECIFICALLY INDICATED. FIBER REINFORCEMENT MICRO-FIBER REINFORCEMENT SHALL BE 3/4" LONG, VIRGIN (NON-RECYCLED) NYLON OR POLYPROPYLENE FIBERS, INTRODUCED INTO THE CONCRETE MIX AT THE BATCH PLANT, IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. DOSAGE SHALL BE 1.5 POUNDS PER CUBIC YARD OF CONCRETE. No. Date Description SPECIAL INSPECTION SERVICES SCHEDULE - CONCRETE CONSTRUCTION REFERENCED STANDARDS PER IBC, CHAPTER 17 VERIFICATION AND INSPECTION TASK TEST / INSPECTION DESCRIPTION OF TEST / INSPECTION APPLICABLE TO PROJECT (Y/N) FREQUENCY MATERIAL TESTING QUALITY CONTROL REINFORCING STEEL CAST-IN-PLACE BOLTS AND ANCHOR RODS CONCRETE MIX DESIGN FORMWORK MATERIAL SAMPLING AND TESTING CONCRETE PLACEMENT CURING AND PROTECTION CONSTRUCTION JOINTS TEST REFERENCE CAST-IN-PLACE CONCRETE SPECIFICATION FOR EXTENT OF TESTING REQUIRED INSPECTION VERIFY THAT QUALITY CONTROL TESTING IS PROVIDED IN ACCORDANCE WITH THE PROJECT REQUIREMENTS. INSPECTION INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS (WHEN USED) AND PLACEMENT AS FOLLOWS: VERIFY THAT REINFORCEMENT SURFACES ARE FREE OF EXCESS RUST OR OTHER COATINGS THAT MAY ADVERSELY AFFECT BONDING CAPACITY. IF OILING OF FORMS IS REQUIRED, VERIFY THAT IT IS APPLIED BEFORE REINFORCING IS PLACED. VERIFY REINFORCING BARS FOR COMPLIANCE WITH CONTRACT DOCUMENTS AND APPROVED SHOP DRAWINGS AS FOLLOWS: MATERIAL GRADE, SIZE, QUANTITY, SPACING, AND LAYERING; BARS ARE ADEQUATELY TIED AND SUPPORTED ON CHAIRS OR BOLSTERS; PROPER HOOK TYPE AND LOCATION; SPLICE LOCATIONS AND REQUIRED LENGTH OF LAP; PROPER CLEARANCE AND COVER REQUIREMENTS FROM CONCRETE SURFACES; SUFFICIENT SPACING BETWEEN REINFORCEMENT FOR CONCRETE PLACEMENT; VERIFY THAT UNSCHEDULED/ADDITIONAL REINFORCING BARS SHOWN ON PLAN, IN DETAIL, OR SPECIFIED IN NOTES ARE PROVIDED AND ARE IN COMPLIANCE WITH CONTRACT DOCUMENTS AND APPROVED SHOP DRAWINGS. MECHANICAL SPLICES: (TENSION AND/OR COMPRESSION) ON THE PROJECT. VERIFY COMPLIANCE WITH SPECIFICATIONS AND CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION. VERIFY THAT THE MANUFACTURER IS PRESENT FOR THE FIRST INSTALLATION OF EACH TYPE OF SPLICE ON THE PROJECT. VERIFY THAT WELDED WIRE REINFORCEMENT IS COMPOSED OF FLAT SHEETS, HAS PROPER WIRE GAUGE AND SPACING, IS PROPERLY SUPPORTED, AND IS PROPERLY LAPPED. INSPECT HEADED STUD SHEAR REINFORCEMENT TO ENSURE THAT IT CONFORMS TO THE PROJECT REQUIREMENTS: REVIEW TYPE AND SPACING; VERIFY THAT REINFORCING IS ADEQUATELY SUPPORTED TO RESIST DISPLACEMENT OR SHIFTING DURING CONCRETE PLACEMENT; VERIFY WELDING OF REINFORCEMENT IS PERFORMED ACCORDING TO AWS REQUIREMENTS AND THAT IT IS INSPECTED BY THE TESTING LABORATORY. INSPECT BOLTS AND ANCHOR RODS TO BE CAST IN CONCRETE PRIOR TO PLACEMENT OF CONCRETE FOR SIZE, QUANTITY, LOCATION, POSITION AND EMBEDMENT. INSPECT DURING PLACEMENT FOR PROPER CONCRETE CONSOLIDATION AROUND BOLTS AND ANCHORS. INSPECTION BOLTS AND/OR ANCHOR RODS USED IN LATERAL FORCE RESISTING SYSTEM AT THE FOLLOWING LOCATIONS: SEE PLANS FOR LATERAL BRACING LOCATIONS 20% OF BOLTS AND/OR ANCHOR RODS USED ELSEWHERE. INSPECTION REVIEW AND BECOME FAMILIAR WITH THE MIX DESIGNS SPECIFIED ON THE PROJECT. VERIFY MIX DESIGN PROVIDED BY THE CONTRACTOR IS CONSISTENT WITH PROJECT SPECIFICATIONS AT LOCATION INDICATED. REVIEW CONCRETE BATCH TICKETS TO PROPER MIX ID, TYPE OF CONCRETE AND STRENGTH FOR THE PLACEMENT LOCATION. VERIFY THAT WATER ADDED AT SITE (IF PERMITTED), DOES NOT EXCEED THAT ALLOWED BY THE MIX DESIGN. INSPECTION OF FORMED AREA INSPECTION VERIFY THAT ALL DEBRIS AND FOREIGN MATTER HAVE BEEN REMOVED BEFORE CONCRETE IS PLACED INSPECTION INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. VERIFY FORMWORK USED IN COMPLIANCE WITH THE SPECIFICATIONS AND APPROVAL SHOP DRAWINGS (WHEN REQUIRED). TEST AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE INSPECTION INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES AS FOLLOWS: VERIFY THE CONCRETE IS NOT OVER 90 MINUTES OLD AT TIME OF PLACEMENT; HOT-WEATHER OR COLD-WEATHER TECHNIQUES ARE BEING APPLIED AS REQUIRED; CONCRETE BEING DEPOSITED IN UNIFORM, THAT THE VERTICAL DROP DOES NOT EXCEED SIX FEET, AND THAT CONCRETE IS NOT PERMITTED TO DROP FREELY OVER REINFORCEMENT CAUSING SEGREGATION; CONCRETE IS PROPERLY VIBRATED; EMBEDDED ITEMS AND REINFORCING STEEL ARE NOT ADVERSELY ALTERED DURING PLACEMENT. NOTE IF ANYTHING WAS DISPLACED OR OTHERWISE ALTERED DURING PLACEMENT; VERIFY THAT THERE ARE NO COLD JOINTS WITHIN THE AREA OF THE POUR INSPECTION VERIFY THE CURING PROCESS IS AS SPECIFIED IN THE CONTRACT DOCUMENTS AND THAT ANY CURING COMPOUND USED IS APPLIED IN ACCORDANCE WITH MANUFACTURER'S PRINTED APPLICATION INSTRUCTIONS. INSPECTION VERIFY THAT LOCATION OF VERTICAL AND HORIZONTAL CONSTRUCTION JOINTS FOR COMPLIANCE WITH THE CONSTRUCTION JOINT LOCATION PLAN SUBMITTED BY THE CONTRACTOR TO ENGINEER OF RECORD. VERIFY THAT REINFORCEMENT, DOWELS, KEYS, AND BULKHEADS AT CONSTRUCTION JOINTS ARE IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. - Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y - PERIODIC PERIODIC PERIODIC CONTINUOUS PERIODIC PERIODIC CONTINUOUS PERIODIC PERIODIC PERIODIC PERIODIC CONTINUOUS CONTINUOUS PERIODIC PERIODIC BASEMENT WALL WATERPROOFING SYSTEM INSPECTION VERIFY INSTALLATION OF BASEMENT WALL WATERPROOFING SYSTEM. VERIFY USE OF PROPER MATERIALS, JOINTING, SEAMING, PROTECTION AND REPAIR IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION REQUIREMENTS. Y PERIODIC SPECIAL INSPECTION SERVICES SCHEDULE - SOILS AND EARTHWORK REFERENCED STANDARDS PER IBC, CHAPTER 17 VERIFICATION AND INSPECTION TASK TEST / INSPECTION DESCRIPTION OF TEST / INSPECTION APPLICABLE TO PROJECT (Y/N) FREQUENCY FOOTING SUBGRADE COMPACTION OF SOILS CONTROLLED STRUCTURAL FILL FOOTING SUBGRADE MATERIAL EXCAVATION USE OF PROPER MATERIALS BASEMENT WALL DRAINAGE FILL TEST REFERENCE EARTHWORK SPECIFICATION FOR EXTENT OF TESTING REQUIRED TEST REFERENCE EARTHWORK SPECIFICATION FOR EXTENT OF TESTING REQUIRED TEST INSPECTION CLASSIFICATION OF CONTROLLED FILL INSPECTION INSPECTION INSPECTION PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC CONTINUOUS REFERENCE EARTHWORK SPECIFICATION FOR EXTENT OF TESTING REQUIRED INSPECT SOILS BELOW FOUNDATIONS AND SLABS FOR ADEQUATE COMPACTION AND BEARING CAPACITY PROPR TO PLACEMENT OF CONCRETE. VERIFY EXCAVATIONS ARE EXTENDED TO THE PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. 1) INSPECT PLACEMENT, LIFT THICKNESS AND COMPACTION OF CONTROLLED FILL. 2) VERIFY EXTENT AND SLOPE OF FILL PLACEMENT. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF CONTROLLED FILL VERIFY PROPER INSTALLATION OF COMPACTED DRAINAGE FILL AGAINST BASEMENT WALLS, INCLUDING DRAIN PIPING TYPE AND PLACEMENT, FILTER FABRIC WRAP, FILL MATERIAL TYPE, COMPACTION AND ANGLE OF REPOSE. INSPECTION Y Y Y Y Y Y Y Y UNDERSLAB DRAINAGE SYSTEM INSPECTION PERIODIC VERIFY PROPER INSTALLATION OF SUBGRADE DRAINAGE SYSTEM BELOW BASEMENT FLOOR SLAB, INCLUDING TRENCHES, DRAINAGE PIPING SYSTEM, COMPACTED DRAINAGE FILL AND PLACEMENT OF UNDERSLAB VAPOR BARRIER SYSTEM. Y OBSERVATION OF SUBGRADE INSPECTION PERIODIC PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUGBRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY Y SPECIAL INSPECTION SERVICES SCHEDULE - STEEL CONSTRUCTION REFERENCED STANDARDS PER IBC, CHAPTER 17 VERIFICATION AND INSPECTION TASK TEST / INSPECTION DESCRIPTION OF TEST / INSPECTION APPLICABLE TO PROJECT (Y/N) FREQUENCY FABRICATOR QUALITY CONTROL PROCESS QUALITY MILL TEST REPORTS WELDED CONNECTIONS BOLTED CONNECTIONS STEEL FRAMING, DETAILS AND CONNECTORS COMPOSITE BEAM SHEAR CONNECTORS GRATING INSPECTION VERIFY THE FABRICATOR MEETS AISC CERTIFIED FABRICATOR REQUIREMENT LISTED IN THE PROJECT SPECIFICATIONS. INSPECTION VISUALLY INSPECT STEEL AS IT IS RECEIVED FOR POSSIBLE DAMAGE IN SHIPPING, WORKMANSHIP, AND PIECE MARKING. INSPECTION REVIEW CERTIFIED MILL TEST REPORTS AND IDENTIFICATION MARKINGS ON WIDE-FLANGE SHAPES, HIGH-STRENGTH BOLTS, NUTS AND WELDING ELECTRODES. INSPECT FIELD WELDED CONNECTIONS AS FOLLOWS: INSPECT 100% OF COMPLETE JOINT PENETRATION FIELD WELDS. ULTRASONIC TESTING OF ALL COMPLETE PENETRATIONS WELDS. INSPECT 100% OF PARTIAL JOINT PENETRATION FIELD WELDS. INSPECT 100% OF MULTI-PASS FILLET FIELD WELDS. INSPECT 100% OF FILLET FIELD WELDS IN LATERAL-LOAD-RESISTING BRACED FRAMES AND MOMENT FRAMES. INSPECT 10% OF OTHER FILLET FIELD WELDS. PERFORM PRE-WELDING INSPECTIONS TO VERIFY THAT MATERIALS (I.E. STRUCTURAL STEEL, WELD FILLER MATERIAL, ETC.), WELDING PROCEDURES, AND WELDING PERSONNEL QUALIFICATIONS ARE APPROPRIATE. VISUALLY INSPECT FIELD WELDS ACCORDING TO AWS D1.1/D1.1M. VERIFY WELDING PROCEDURES ARE IN ACCORDANCE WITH AWS REQUIREMENTS. INSPECT PRE-HEAT, POST-HEAT AND SURFACE PREPARATION BETWEEN PASSES. INSPECTION VERIFY SIZE AND LENGTH OF FILLET WELDS. VERIFY THAT WELDS ARE CLEAN; WELDER IDENTIFICATION IS LEGIBLE; SIZE, LENGTH AND LOCATION OF WELDS; VERIFY THAT WELDS MEET ACCEPTANCE CRITERIA; PLACEMENT OF REINFORCEMENT FILLETS; REMOVAL OF BACKING BARS AND WELD TABS AS REQUIRED; AND REPAIR ACTIVITIES. INSPECTION INSPECT BOLTED CONNETIONS AS FOLLOWS: MEMBERS SIZES AND GRADE INSPECTION VERIFY THAT STEEL MEMBER SIZES AND STEEL GRADE CONFORM TO THE CONTRACT DOCUMENTS AND APPROVED SHOP DRAWINGS. INSPECTION INSPECT STEEL FRAME FOR COMPLIANCE WITH STRUCTURAL DRAWINGS, INCLUDING BRACING, MEMBER CONFIGURATION AND CONNECTION DETAILS AS FOLLOWS: TEST INSPECT COMPOSITE STEEL BEAM SHEAR CONNECTORS AS FOLLOWS: INSPECTION INSPECT STEEL GRATING AS FOLLOWS: VISUALLY INSPECT THE GRATING FOR DAMAGE DURING SHIPPING. Y Y N N Y Y Y Y Y Y Y Y Y Y Y Y ONE-TIME PERIODIC CONTINUOUS PERIODIC PERIODIC CONTINUOUS PERIODIC PERIODIC PERIODIC PERIODIC CONTINUOUS CONTINUOUS INSPECT 100% OF ALL PRE-TENSIONED AND SLIP-CRITICAL BOLTED CONNECTIONS. INSPECT 100% OF BOLTED CONNECTIONS IN LATERAL-LOAD-RESISTING BRACED FRAMES AND MOMENT FRAMES INSPECT 20% OF ALL OTHER BOLTED CONNECTIONS. FOR SLIP-CRITICAL BOLTED CONNECTIONS, VERIFY INSTALLATION IS PERFORMED IN ACCORDANCE WITH ONE OF THE FOLLOWING METHODS: TURN-OF-NUT: ACCORDING TO RCSC'S "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490 BOLTS." CALIBRATED WRENCH: ACCORDING TO RCSC'S "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490 BOLTS." TWIST-OFF TENSION CONTROL BOLT: ASTM F 1852. DIRECT-TENSION CONTROL BOLT: ASTM F 1852. FOR ALL BOLTED CONNECTIONS, VERIFY QUANTITY, SIZE AND GRADE OF BOLTS, REQUIRED SURFACE PREPARATION AND PROPER FIT-UP OF CONNECTED ELEMENTS. CHECK THE INSTALLATION OF BASE PLATES FOR PROPER LEVELING AND VERIFY PROPER GROUT TYPE AND INSTALLATION PROCEDURES ARE FOLLOWED INSPECT 100% OF BEAM AND GIRDER CONSTRUCTION AND ASSEMBLIES INSPECT 100% OF ALL BRACED FRAME AND MOMENT FRAME ASSEMBLIES INSPECT 100% OF THE COLUMN SPLICES AND BASE JOINTS FOR VERIFICATION THAT GAPS IN CONTACT BEARING DO NOT EXCEED 1/16 INCH. GAPS GREATER THAN 1/16 INCH SHALL BE REPORTED TO THE ENGINEER OF RECORD FOR ASSESSMENT. OBSERVE THE WELDING OF SHEAR CONNECTORS. INSPECT STUDS FOR FULL 360 DEGREE FLASH. INSPECT SIZE, NUMBER, POSITIONING AND WELDING OF SHEAR CONNECTORS. RING TEST 100% OF SHEAR CONNECTORS WITH A 3 LB HAMMER. BEND TEST ALL QUESTIONABLE STUDS TO 15 DEGREES. VERIFY THAT THE GRATING DEPTH, TYPE OR PROPERTIES, AND FINISH COMPLY WITH THE CONTRACT DOCUMENTS AND/OR APPROVED SHOP DRAWINGS. VERIFY ALL GRATING ATTACHMENT TO THE SUPPORTING CONCRETE, STEEL, AND/OR MASONRY AS SPECIFIED IN THE CONTRACT DOCUMENTS AND/OR APPROVED SHOP DRAWINGS. Y N Y Y Y Y Y Y Y Y Y Y Y Y Y Y PERIODIC CONTINUOUS CONTINUOUS CONTINUOUS PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC CONTINUOUS PERIODIC CONTINUOUS CONTINUOUS CONTINUOUS PERIODIC PERIODIC PERIODIC Y Y Y SPECIAL INSPECTION SERVICES SCHEDULE - STEEL DECK REFERENCED STANDARDS PER IBC, CHAPTER 17 VERIFICATION AND INSPECTION TASK TEST / INSPECTION DESCRIPTION OF TEST / INSPECTION APPLICABLE TO PROJECT (Y/N) FREQUENCY QUALITY DECK MATERIAL DECK ATTACHMENT DECK SUPPORT DECK ACCESSORIES INSPECTION VISUALLY INSPECT THE DECK PRIOR TO INSTALLATION FOR DAMAGE. INSPECTION VERIFY THAT THE DECK DEPTH, GAUGE, TYPE, PROPERTIES, AND FINISH COMPLY WITH THE CONTRACT DOCUMENTS. INSPECTION INSPECTION INSPECTION PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC VERIFY THAT THE DECK ATTACHMENT TO THE SUPPORTING STEEL IS AS SPECIFIED IN THE CONTRACT DOCUMENTS. VERIFY THAT THE PROPER DECK SUPPORT IS USED AROUND OPENINGS. VERIFY THAT DECK ACCESSORIES ARE BEING INSTALLED ACCORDING TO THE CONTRACT DOCUMENTS AND APPROVED SHOP DRAWINGS. Y Y Y Y Y Date Drawn By: Checked By: Project Number: Project Name Sheet Title Sheet Number Revisions Seal Signature This drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requirements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation. © Copyright 2015 Architura Corporation Architura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 10 / 5 / 2 0 1 5 3 : 2 6 : 5 6 P M C: \ R e v i t \ R e v i t S t r u c t u r e 2 0 1 4 \ 2 0 1 4 . 0 0 7 8 9 _ S T _ D e l t a F au c e t H e a d q u a r t e r s E x p a n s i o n _ 0 8 0 4 2 0 1 5 _ R S T R 1 4 _ e s m i t h .r v t S003 SPECIAL INSPECTION REQUIREMENTS DELTA FAUCET HEADQUARTERS EXPANSION JMK EMS 10/05/2015 2014.00789 55 EAST 111TH STREET INDIANAPOLIS, IN 46280 BID PACKAGE 2 SPECIAL INSPECTION SPECIAL INSPECTION IS A MANDATORY REQUIREMENT FOR VERIFYING CONFORMANCE OF THE INDICATED CONSTRUCTION. SPECIAL INSPECTION IS REQUIRED IN ADDITION TO ALL MATERIAL TESTS AND INSPECTIONS IDENTIFIED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. THE OWNER SHALL EMPLOY INDEPENDENT AGENCY(IES) OR INDIVIDUAL(S) TO PROVIDE SPECIAL INSPECTION FOR ITEMS AS INDICATED ON THE DRAWINGS. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON, WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL AND THE STRUCTURAL ENGINEER, FOR INSPECTION OF EACH PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. “PERIODIC” SPECIAL INSPECTION IS DEFINED AS “THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK.” “CONTINUOUS” SPECIAL INSPECTION IS DEFINED AS “THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED.” SUBMIT TO THE STRUCTURAL ENGINEER FOR REVIEW A MINIMUM OF 14 DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION OF ELEMENTS REQUIRING SPECIAL INSPECTION THE FOLLOWING: 1. NAME(S), ADDRESS(ES), TELEPHONE NUMBER(S), EMAIL ADDRESS(ES), AND STATEMENT(S) OF QUALIFICATIONS OF ALL SPECIAL INSPECTOR(S) TO BE ENGAGED ON THE PROJECT. 2. A LISTING OF ALL ITEMS TO RECEIVE SPECIAL INSPECTION, DESIGNATION WHETHER INSPECTION WILL BE CONTINUOUS OR PERIODIC AND THE NAME OF THE INDIVIDUAL THAT WILL BE PERFORMING INSPECTION FOR EACH ITEM. THE CONTRACTOR SHALL COORDINATE WITH THE CONSTRUCTION MANAGER AND SPECIAL INSPECTOR SUFFICIENTLY IN ADVANCE OF WORK REQUIRING SPECIAL INSPECTION AND SHALL PROVIDE ACCESS TO THE SITE AND TO THE CONSTRUCTION DOCUMENTS (CURRENT DRAWINGS AND SPECIFICATIONS) FOR THE SPECIAL INSPECTOR CARRY OUT THE REQUIRED OPERATIONS. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK REQUIRING SPECIAL INSPECTION FOR CONFORMANCE TO THE CONSTRUCTION DOCUMENTS. ALL NON-CONFORMING WORK SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE IMMEDIATE ATTENTION OF THE STRUCTURAL ENGINEER. THE SPECIAL INSPECTOR SHALL SUBMIT PERIODIC PROGRESS REPORTS TO THE CONSTRUCTION MANAGER, CONTRACTOR AND STRUCTURAL ENGINEER IDENTIFYING ALL SPECIAL INSPECTION OPERATIONS PERFORMED. REPORTS SHALL BE SUBMITTED NO MORE THAN 7 DAYS FOLLOWING EACH SPECIAL INSPECTION OPERATION. REPORTS SHALL IDENTIFY THE ITEM(S) INSPECTED AND AN INDICATION OF WHETHER THE INSPECTED ITEMS WERE IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. AT THE COMPLETION OF ALL WORK REQUIRING SPECIAL INSPECTION, THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT TO THE CONTRACTOR AND STRUCTURAL ENGINEER STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. PROVIDE SPECIAL INSPECTION FOR THE FOLLOWING CONSTRUCTION: CONCRETE STRUCTURAL STEEL SOILS AND EARTHWORK STEEL DECK PRECAST CONCRETE SEE TABLE(S) ON THE DRAWINGS FOR SPECIAL INSPECTION PROGRAM REQUIREMENTS. No. Date Description OPNG OPNG OPNG OPNG 4 5 E F A A B F.6 G FACE OF EXISTING BUILDING 3 6 B C F A E F SD2 SD2 SD2 RTU = 10K RTU = 15K RTU = 12K RTU = 10K F F F E E MARK DESCRIPTION DEAD, PSF LIVE, PSF A NOTES: 1. FOR SNOW LOADS DESIGN FOR WORST CASE OF UNIFORM SNOW OR SNOW DRIFT CONDITION. 2. ROOF AND STAIR DEAD LOAD IS SHOWN AS DESIGN DEAD LOAD. 3. SUPERIMPOSED DEAD LOAD IS DEAD LOAD IN ADDITION TO THE SELF WEIGHT OF THE STRUCTURE. B 100 PSF TYPICAL FLOOR 11 PSF D PLAZA AREA 20 PSF, NOTE 2 SNOW, PSF 100 PSF STAIRS 30 PSF, NOTE 2 NA NA C 100 PSF 30 PSF E 20 PSF (LL ) CANOPY 20 PSF (LL ) TYPICAL ROOF 20 PSF, NOTE 2 20 PSF (MINIMUM UNIFORM) SEE LOAD MAP (DRIFT+BALANCED) D F SEE PLAN MECH ROOF LOAD 15 PSF, NOTE 2 NA 20 PSF (MINIMUM UNIFORM) SEE LOAD MAP (DRIFT+BALANCED) G 200 PSF WATER FEATURE 100 PSF NA BALANCED SNOW LOAD LENGTH TAPER SD1 14 PSF -13'-10" KEY DRIFT + BALANCED SNOW LOAD 71.5 PSF SD2 14 PSF -10'-4" 57.1 PSF 20 PSF (MINIMUM UNIFORM) SEE LOAD MAP (DRIFT+BALANCED) UNIFORM LOAD SCHEDULE SUPERIMPOSED LOAD SNOW DRIFT LOAD KEY r r 4 5 B A A B A D C D F.6 13 ' - 1 0 " A SD1 SD1 SD1 FACE OF EXISTING BUILDING 4 5 F A A B E F.6 SD1 FACE OF EXISTING BUILDING 4 5 F A A B F.6 Date Drawn By: Checked By: Project Number: Project Name Sheet Title Sheet Number Revisions Seal Signature This drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requirements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation. © Copyright 2015 Architura Corporation Architura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 10 / 5 / 2 0 1 5 3 : 2 6 : 5 9 P M C: \ R e v i t \ R e v i t S t r u c t u r e 2 0 1 4 \ 2 0 1 4 . 0 0 7 8 9 _ S T _ D e l t a F au c e t H e a d q u a r t e r s E x p a n s i o n _ 0 8 0 4 2 0 1 5 _ R S T R 1 4 _ e s m i t h .r v t S004 LOAD MAPS DELTA FAUCET HEADQUARTERS EXPANSION JMK EMS 10/05/2015 2014.00789 55 EAST 111TH STREET INDIANAPOLIS, IN 46280 BID PACKAGE 2 3/64" = 1'-0" S004 1 1ST FLOOR LOADING PLAN 3/64" = 1'-0" S004 5 ROOF LOADING PLAN 3/64" = 1'-0" S004 6 HIGH ROOF LOADING PLAN DESIGN DATA THE STRUCTURAL ELEMENTSON THESE DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2014 INDIANA BUILDING CODE. SEE LOAD MAPS THIS PLAN FOR GRAVITY LOADING INFORMATION SNOW LOAD DESIGN DATA 1. GROUND SNOW LOAD (PG) = 20 PSF 2. SNOW EXPOSURE FACTOR (CE) = 1.0 3. THERMAL FACTOR (CT) = 1.0 (1.2 FOR CANOPIES) 4. SNOW LOAD IMPORTANCE FACTOR (IS) = 1.0 5. LOW-SLOPE ROOF SNOW LOAD (PF) = 14.0 PSF 6. MINIMUM LOW-SLOPE ROOF SNOW LOAD (PM) = 20 PSF WIND LOAD DESIGN DATA 1. BASIC WIND SPEED (3-SECOND GUST) = 115 MPH 2. WIND EXPOSURE = C 3. WIND DESIGN PRESSURE (P) = VARIES WITH HEIGHT AND LOCATION EARTHQUAKE DESIGN DATA 1. SHORT PERIOD SPECTRAL RESPONSE (SS) = 0.149 2. 1-SECOND SPECTRAL RESPONSE (S1) = 0.082 3. SEISMIC IMPORTANCE FACTOR (IE) = 1.00 4. RISK CATEGORY = II 5. SEISMIC DESIGN CATEGORY = B 6. SITE CLASSIFICATION = C 7. SHORT PERIOD SPECTRAL RESPONSE (SDS) = 0.119 8. 1-SECOND SPECTRAL RESPONSE (SD1) = 0.093 9. BASIC STRUCTURAL SYSTEM / SEISMIC RESISTING SYSTEM: STEEL NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE 10. ANALYSIS PROCEDURE UTILIZED = EQUIVALENT LATERAL FORCE PROCEDURE 11. RESPONSE MODIFICATION COEFFICIENT (R) = 3.0 12. SEISMIC RESPONSE COEFFICIENT (CS) = 0.040 3/64" = 1'-0" S004 2 2ND FLOOR LOADING PLAN 3/64" = 1'-0" S004 3 3RD FLOOR LOADING PLAN 3/64" = 1'-0" S004 4 4TH FLOOR LOADING PLAN No. Date Description MARK SIZE (W x D) FTG REINF REMARKS WALL FOOTING SCHEDULE WF36 3'-0" x 1'-6" (3) - #5 CONT BOT WF48 4'-0" x 1'-6" (4) - #5 CONT BOT WF24 2'-0" x 1'-6" (2) - #5 CONT BOT MARK FTG SIZE FTG REINF REMARKS COLUMN FOOTING SCHEDULE F9.0 F4.0 F5.0 4'-0" x 4'-0" x 1'-0" (5) - #5 EA WAY BOT 5'-0" x 5'-0" x 1'-6" (6) - #5 EA WAY BOT (7) - #5 EA WAY BOT (8) - #6 EA WAY BOT 9'-0" x 9'-0" x 1'-6" (9) - #6 EA WAY BOT F3.0A 3'-0" x 3'-0" x 1'-0" (4) - #4 EA WAY BOT F3.0 3'-0" x 3'-0" x 1'-0" (4) - #4 EA WAY BOT (8) - #6 EA WAY BOT F8.0A 8'-0" x 8'-0" x 2'-0" (9) - #6 EA WAY BOT F7.0 7'-0" x 7'-0" x 1'-6" F8.0 8'-0" x 8'-0" x 1'-6" (4) - #4 EA WAY BOT F6.0 6'-0" x 6'-0" x 1'-6" F9.0A 9'-0" x 9'-0" x 2'-0" (10) - #7 EA WAY BOT F10.0 10'-0" x 10'-0" x 1'-6" (11) - #7 EA WAY BOT F11.0 11'-0" x 11'-0" x 1'-6" (9) - #6 EA WAY TOP & BOT F9.0L 9'-0" x 9'-0" x 1'-6" (10) - #7 EA WAY TOP & BOT F10.0L 10'-0" x 10'-0" x 1'-6" (11) - #7 EA WAY TOP & BOT F11.0L 11'-0" x 11'-0" x 1'-6" (6) - #5 LONG WAY BOT (12) - #5 SHORT WAY BOT F6x12 6'-0" x 12'-0" x 1'-0" PIER SCHEDULE MARK PIER SIZE PIER VERT REINF TYPE REMARKS TYPES: TYPE C W x L P24 24" x 24" (8) #6 C#3 TIES @ 12" OC NOTES: 1. PROVIDE (3) TIES @ 3" OC AT TOP OF EACH PIER. TIE SIZE TO MATCH TYPICAL PIER REINFORCEMENT. PROVIDE TIES AT SPACING INDICATED IN SCHEDULE FOR REMAINDER OF PIER LENGTH. 2. PROVIDE STANDARD HOOK AT TOP OF VERTICAL REINFORCMENT AT LATERAL COLUMNS. PIER TIES P3024 30" x 24" (8) #6 A#3 TIES @ 12" OC TYPE B 1' - 0 " 6" 1' - 0 " 2' - 6 " 1' - 0" 6" 1' - 0" 2' - 6" CONTINUE WALL REINFORCING THRU PIER, TYP TYPE A 1' - 0" 6" 1' - 0" 2' - 6" 1' - 0 " 1' - 0 " 2' - 0 " CONTINUE WALL REINFORCING THRU PIER, TYP T Y P 2 " C L R TYP 2" CLR P30 30" x 30" (8) #7 B#3 TIES @ 12" OC T Y P 2 " C L R OUTSIDE FACE OF BASEMENT WALL OUTSIDE FACE OF BASEMENT WALL W L TYP 2" CLR P18 18" x 18" (8) #6 C#3 TIES @ 12" OC P3028 30" x 28" (8) #6 A#3 TIES @ 12" OC P40 40" x 40" (8) #8 C#3 TIES @ 12" OC 2 NOTE 2 NOTE 2 2 SLAB ON GRADE SCHEDULE MARK SIZE REINFORCEMENT REMARKS SOG 1 4" 6x6-W1.4xW1.4 WWF. AND 1.5 LB/CYD MICROFIBER REINFORCEMENT VAPOR BARRIER 15 MILS SUB-BASE PER GEOTECH REPORT SLAB ON GRADE DIAGRAM VAPOR BARRIER PER SCHEDULE PLACE REINFORCEMENT 2" CLEAR FROM TOP OF SLAB, UNO SUB-BASE PER SCHEDULE SEE S103 FOR UNDERSLAB DRAINAGE PLAN SOG 2 8" #4 @ 18" OC EW AND 1.5 LB/CYD MICROFIBER REINFORCEMENT 15 MILS PER GEOTECH REPORT SEE S103 FOR UNDERSLAB DRAINAGE PLAN BAR CONCRETE REINFORCING STEEL LAP SPLICE CHARTS HORIZONTAL FOUNDATION BOTTOM BAR SPLICE LENGTHS VERTICAL BAR SPLICE LENGTHS HORIZONTAL BAR SPLICE LENGTHS SPLICE LENGTH 3000 PSI 4000 PSI #4 2'-5" 2'-1" #5 3'-0" 2'-7" #6 3'-7" 3'-1" #7 5'-3" 4'-6" #8 6'-0" 5'-2" #9 6'-9" 5'-10" #10 7'-7" 6'-7" #11 8'-5" 7'-3" BAR SPLICE LENGTH 3000 PSI 4000 PSI #4 #5 #6 #7 #8 #9 #10 #11 BAR SPLICE LENGTH 3000 PSI 4000 PSI #4 #5 #6 #7 #8 #9 #10 #11 NOTE: APPLIES ONLY TO FOUNDATION BOTTOM REINFORCEMENT WITH LESS THAN 12" OF CONCRETE CAST BENEATH THE BARS. NOTE: UNLESS SPECIFICALLY SHOWN ON PLANS. NOTE: APPLIES TO ALL HORIZONTAL BARS EXCEPT BOTTOM LAYER FOUNDATION REINFORCEMENT. (UNLESS SPECIFICALLY SHOW N OTHERWISE ON PLANS. 2'-5" 2'-1" 3'-0" 2'-7" 3'-7" 3'-1" 5'-3" 4'-6" 6'-0" 5'-2" 6'-9" 5'-10" 7'-7" 6'-7" 8'-5" 7'-3" 3'-1" 2'-9" 3'-11" 3'-5" 4'-8" 4'-1" 6'-9" 5'-11" 7'-9" 6'-9" 8'-9" 7'-7" 9'-10" 8'-6" 10'-11" 9'-5" SLAB ON DECK SCHEDULE S1 MARK SLAB REINFORCING NOTES 6x6-W2.1xW2.1 WWF NOTES: 1. CONCRETE TO BE NORMAL WEIGHT, UNO. 2. FASTEN THROUGH MULTIPLE SHEETS AT ALL END AND SIDE LAPS. 3. END LAPS SHALL OCCUR ONLY AT SUPPORT POINTS. 4. DECK SHALL BE INSTALLED IN MINIMUM THREE SPAN CONDITION, UNO. 5. FOR DECK SPANS 6'-0" OR LESS, PROVIDE ONE SIDELAP FASTENER AT MID-SPAN OF EACH JOIST OR BEAM SPACE. FOR DECK SPANS EXCEEDING 6'-0", PROVIDE SIDELAP FASTENERS AT 3'-0" OC, MAX. 6. DECK MFR VERIFY CAPACITY OF DECK TO SUPPORT PRE-COMPOSITE LOAD OF UP TO 8 INCHES OF WET CONCRETE AT PLAZA SLAB. SEE FRAMING PLAN FOR SLAB LOCATION AND FRAMING SPACING. 2" HEIGHT 20 GA GAUGE COMPOSITE TYPE GALV FINISH SUPPORT FASTENER TYPE 5/8" DIA PUDDLE WELDS SUPPORT FASTENER PATTERN 36-4 SIDELAP FASTENER TYPE BUTTON PUNCH SUPPORT FASTENER TYPE PER SCHEDULE SIDELAP FASTENER TYPE AND PATTERN PER SCHEDULE BEAM OR JOIST FASTENER REQUIRED AT ALL SIDELAP SUPPORT POINTS S H E E T W I D T H S U P P O R T F A S T E N E R P A T T E R N P E R S C H E D U L E S E E PLA N SEE PLA N S E E PLA N 36" COVERAGE 36/4 PATTERN FASTENER PATTERN DIAGRAM SIDELAP FASTENER PATTERN SEE NOTE 5 SLAB THICKNESS DEFINITION SUPPORT FASTENER PATTERN DEFINITION T PLACE REINF 3/4" CLEAR FROM TOP OF SLAB, UNO FLOOR DECK 5-1/2" SLAB T S2 6x6-W2.9xW2.9 WWF 2" 20 GA COMPOSITE GALV 5/8" DIA PUDDLE WELDS 36-4 BUTTON PUNCH SEE NOTE 5 8" SEE NOTE 6 STEEL DECK SCHEDULE D1 MARK SUPPORT FASTENER TYPE NOTES 5/8" DIA PUDDLE WELDS NOTES: 1. FASTEN THROUGH MULTIPLE SHEETS AT ALL END AND SIDE LAPS. 2. END LAPS SHALL OCCUR ONLY AT SUPPORT POINTS. 3. DECK SHALL BE INSTALLED IN MINIMUM THREE SPAN CONDITION, UNO. 1-1/2" HEIGHT 20 GA GAUGE TYPE B TYPE GALV FINISH PERIMETER SUPPORT FASTENER PATTERN 36/7 INTERIOR SUPPORT FASTENER PATTERN 36/4 SIDELAP FASTENER TYPE #10 TEK SCREWS 1-1/2" DECK FASTENER PATTERN DIAGRAM 36" COVERAGE 36/7 PATTERN 36/5 PATTERN 36/4 PATTERN 36/3 PATTERN SUPPORT FASTENER PATTERN DEFINITION SIDELAP FASTENER PATTERN NOTES : 1. WELD THROUGH MULTIPLE SHEETS AT ALL END AND SIDE LAPS. 2. END LAPS SHALL OCCUR ONLY AT SUPPORT POINTS. 3. MINIMUM 3-SPAN CONDITION, UNO. S E E PLA N SEE PLA N SEE PLA N 3 6 /7 W E L D P A T T E R N A T B L D G . P E R I M E T E R 3 6 /4 W E L D P A T T E R N A T I N T E R I O R S U P P O R T S 5/8" DIA PUDDLE WELD (TYP) (SEE SCHEDULE) #10 TEK SIDELAP FASTENERS EACH JOIST SPACE WELD REQUIRED AT ALL SIDELAP SUPPORT POINTS 2 PER SPAN Date Drawn By: Checked By: Project Number: Project Name Sheet Title Sheet Number Revisions Seal Signature This drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requirements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation. © Copyright 2015 Architura Corporation Architura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 10 / 5 / 2 0 1 5 3 : 2 7 : 0 3 P M C: \ R e v i t \ R e v i t S t r u c t u r e 2 0 1 4 \ 2 0 1 4 . 0 0 7 8 9 _ S T _ D e l t a F au c e t H e a d q u a r t e r s E x p a n s i o n _ 0 8 0 4 2 0 1 5 _ R S T R 1 4 _ e s m i t h .r v t S005 SCHEDULES DELTA FAUCET HEADQUARTERS EXPANSION JMK EMS 10/05/2015 2014.00789 55 EAST 111TH STREET INDIANAPOLIS, IN 46280 BID PACKAGE 2 2 No. Date Description 2 09/04/15 BID PACKAGE #2 - ADD 1 R 1 2 2 ' - 0 " R 1 2 8 ' - 0 " 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 AA BB CC DD E E FF GG HH II JJ 24 ' - 6 " 27 ' - 6 " 14 ' - 0 " 7' - 0 " 14 ' - 0 " 12 ' - 9 1 / 8 " 8' - 2 7 / 8 " 20 ' - 0 " 16 ' - 1 1 " 5' - 6 " 8' - 0 " 15 8 ' - 5 " 8' - 3" 10' - 0" 22' - 2" 11' - 4" 20' - 0" 11' - 4" 12' - 2" 10' - 0" 14' - 0" 28' - 6" F8.0 F8.0 F9.0 F11.0L F9.0L F6.0 F6.0 F8.0 F9.0L F8.0A F8.0A F9.0A F9.0A F7.0 F6.0 F10.0L F8.0A F6.0 F6.0 F8.0 F9.0A F6.0 F8.0 F8.0A F8.0 F9.0A F6.0 F8.0 F8.0A F7.0 F7.0 F7.0 F8.0A F6.0 F9.0 F9.0A F8.0 F8.0 F10.0L F5.0 F7.0 F7.0 F9.0A F8.0 F8.0 F10.0L F5.0 F10.0L F10.0L F5.0 F7.0 F6.0 F6.0 F7.0 F5.0 F5.0 A.4 A.4 12 12 H.8 4.4 R1 R1 R2 R2 R10 R11 R12 R13 F8.0A SOG 1 2/S600 3/ S 6 0 0 1/ S 6 0 0 F5.0 F5.0 F6.0 F6.0 F8.0A WF 3 6 28' - 2 5/8" 6' - 9" F3.0 WF 3 6 WF36 WF 3 6 WF36 WF36 WF24 WF36 WF 3 6 F5.0 F5.0 F5.0 F5.0 0.5 0.5 1 S302 2 S301 3 S302 SLOPE DOWN 1' - 6 " 1' - 6" 8" 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6" 1' - 6" 1' - 6 " 1' - 6 " 1' - 6" 1' - 6 " F3.0A F3.0A F3.0A F3.0A F3.0A F3.0A F3.0A 5 S301 F.6 F.6 P24 P24 T/ EXIST SLAB = 88'-0" (FV) WF48 3 S301 6 S301 H.1 B.8 C.4 F.1 F.8 6 S302 1' - 6 " WF 3 6 6' - 6 " 18 ' - 0 " 8' - 8 1 / 2 " 15 ' - 0 " 3' - 9 1 / 2 " 6' - 2 1 / 2 " 7' - 9 1 / 2 " 7' - 0 " 2 1 / 2 " 13 ' - 9 1 / 2 " 1' - 2 1 / 2 " 15 ' - 0 " 15 ' - 0 " 9' - 9 1 / 2 " 2' - 6 " 14 ' - 5 " 11 1 / 2 " TYP AT COLUMN TYP TYP AT BEAM CONNECTION TYP AT BEAM CONNECTION 4 S302 TYP TYP AT COLUMN TYP TYP AT BEAM CONNECTION 1' - 7 " 2' - 5 " 7' - 6" TYP TYP AT COLUMN 1 S303 7 S302 7 S302 1 S303 1 S303 1 S303 7 S302 8 S302 8 S302 7 S302 7 S302 1 S303 P3024 P3024 P3024 P3024 P3024 P3024 P3024 P3024 P3024 P3024 P3024 P3024 P3024 P3024 P3024 P3024 P3028 P3028 P40 P40 P40 P40 P30 P30 P30 P30 P30 P30 P30 P30 P30 P30 P30 P30 7 S302 7 S302 1 S303 8 S302 P24 P24 7 S301 7 S301 OPP HAND 9 S301 F6x12 F6x12 F6x12 F6x12 2 S301 5.25° 9 .3 8 ° 5 .3 9 ° . . 15 5 ' - 1 1 / 4 " 56'-3 1/2" 46' - 5" 16' - 0" 1' - 2" 5' - 0" 1' - 6" X1 X1 X3 X3 XD XE 5' - 0 " 14 ' - 0 " 5' - 0 " 2' - 0 " 1' - 1" 3" 3" 11' - 1" 1' - 2 1/4" 111' - 0" 5' - 0 " 1' - 6" 11' - 0" T/SLAB = 88'-0" T/SLAB = 85'-8" T/FTG 80' - 8" T/FTG 80' - 8" T/FTG 80' - 8" T/FTG 80' - 8" T/PIT SLAB 80' - 8" 1 S301 1 S301 F5.0 F5.0 8 S300 TYP AT TRENCH 6' - 8" 14'x6'x9' DEEP CONC PIT F4.0 F4.0 F4.0 F4.0 TRENCH, TYP NOTE 12 1' - 3" 17' - 6" 1' - 3" 6' - 1 1 " 1' - 1 " T/FTG 96' - 0" P18 P18 P18 P18 P18 P18 P18 T/FTG 96' - 0" T/FTG 96' - 0" T/FTG 96' - 0" T/FTG 96' - 0" T/FTG 96' - 0" T/FTG 96' - 0" T/PIER 100' - 0" T/PIER 100' - 0" T/PIER 100' - 0" T/PIER 100' - 0" T/PIER 100' - 0" T/PIER 100' - 0" T/PIER 100' - 0" SUMP PIT 4 S301 SOG 2 NOTE 11, TYP T/FTG 98' - 0" T/FTG 98' - 0" T/FTG 98' - 0" T/FTG 98' - 0" T/FTG 98' - 0" T/FTG 98' - 0" T/FTG 98' - 0" T/FTG 98' - 0" 20 ' - 0 " 1' - 0 " 6' - 3" 7' - 6" 6' - 3" T/FTG 98' - 0" T/FTG 98' - 0" P40 P40 T/PIER 99' - 2" T/PIER 99' - 2" P40 P40 T/FTG 98' - 0" T/FTG 98' - 0" T/PIER 99' - 2" T/PIER 99' - 2" 2 S303 F3.0A P18 T/FTG 96' - 0" T/PIER 100' - 0" B.3 F3.0A E.1 P18 F3.0A G.5 P18 H.9 BB AA 4.3 4.7 NOTE 12 NOTE 12 NOTE 12 NOTE 12 SIM T/PIER 100' - 0" T/FTG 96' - 0" T/FTG 84'-4" T/FTG 80'-2" FTG STEP T/FTG 80'-2" T/FTG 84'-4" FTG STEP T/FTG 96' - 0" T/PIER 100' - 0" T/FTG 84'-4" T/FTG 82'-4" FTG STEP T/FTG 81'-4" T/FTG 78'-4" FTG STEP SIM 16 S300 TYP AT TRENCH BY WALL T/SLAB = 85'-0" 6" FACE OF EXISTING WALL FACE OF EXISTING WALL 6" 14 ' - 0 " 6' - 3 1 / 2 " 6' - 0" 15' - 11 3/4" 11 S301 W8X10 T/STL = 85'-8" NOTE 13, TYP @ GUIDE RAIL SUPPORTS T/FTG 82' - 4" T/FTG 82' - 4" 2 S301 6" SLEEVE, NOTE 10 2" SLEEVE, NOTE 10 1" SLEEVE, NOTE 10 (2) 2" SLEEVE, NOTE 10 (2) 8" SLEEVE, NOTE 10 2" SLEEVE, NOTE 10 10" SLEEVE, NOTE 10 1-1/2" SLEEVE, NOTE 10 (2) 2-1/2" SLEEVE, NOTE 10 10" SLEEVE, NOTE 10 2-1/2" SLEEVE, NOTE 10 2" SLEEVE, NOTE 10 PROVIDE OPENING IN WALL FOR MECHANICAL, NOTE 10 2" SLEEVE, NOTE 10 1-1/2" SLEEVE, NOTE 10 (2) 1" SLEEVE, NOTE 10 3" SLEEVE, NOTE 10 6" SLEEVE, NOTE 10 4'-0" DEEP SUMP DEPRESSION 10 S301 3'-0" DIA X 4'-0" DEEP SUMP BASIN AT END OF TRENCH (2) 3" SLEEVE, NOTE 10 T/FTG 84'-4" T/FTG 81'-4" FTG STEP T/FTG 81' - 4" T/FTG 78' - 4" T/FTG 78' - 4" T/FTG 78' - 4" T/FTG 82' - 4" T/FTG 82' - 4" T/FTG 78'-4" T/FTG 82'-4" FTG STEP 4' DIA X 7' DEEP PREFAB FIBERGLASS STORM EJECTOR TANK PER MEP DRAWINGS T/FTG 80' - 2" T/FTG 80' - 2" T/FTG 80' - 2" 4' DIA X 7' DEEP PREFAB FIBERGLASS SEWAGE EJECTOR TANK PER MEP DRAWINGS (2) 6" SLEEVE, NOTE 10 16 S300 16 S300 2 T/FTG 82' - 4" T/FTG 78' - 4" 2 2 T/PIER 99' - 2" T/PIER 99' - 2" T/PIER 99' - 2" T/PIER 99' - 2" 4/ S 6 0 1 5/ S 6 0 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 GENERAL PLAN NOTES: 1. REFERENCE TOP OF SLAB (T/SLAB) = 85'-8" UNO. 2. TOP OF INTERIOR FOOTING ELEVATION = 84'-4" UNO. 3. TOP OF INTERIOR PIER ELEVATION = 84'-8" UNO. 4. TOP OF PERIMETER FOOTING ELEVATION = 84'-4" UNO. 5. TOP OF PERIMETER PIER ELEVATION = 96'-6" UNO. 6. REFER TO STRUCTURAL GENERAL NOTES, LEGEND, SCHEDULES, TYPICAL DETAILS, AND SPECIAL INSPECTION REQUIREMENTS FOR ADDITIONAL INFORMATION. 7. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND DIMENSIONS. 8. PROVIDE REINFORCEMENT AT MID-DEPTH OF SLAB AT RE-ENTRANT CORNERS PER THE "TYPICAL ADDITIONAL SLAB REINFORCEMENT AT RE-ENTRANT CORNERS" DETAIL. 9. PROVIDE SLAB UNDER DRAIN PER 15/S300. COORDINATE W ITH PLUMBING PLANS AND GEOTECHNICAL REPORT REQUIREMENTS. 10. COORDINATE ALL PENETRATIONS THROUGH BASEMENT WALLS WITH MEP DRAWINGS PRIOR TO CONSTRUCTION. REINFORCE ALL PENETRATIONS THROUGH WALLS PER 13/S300. 11. PROVIDE SLAB RECESS PER "TYPICAL SLAB RECESS" DETAIL. 12. SEE SHEET S102 FOR TRENCH DRAIN DIMENSIONS AND ELEVATIONS OF TRENCH SLAB. 13. PROVIDE HSS4X4X1/4 GUIDE RAIL SUPPORTS FROM LEVEL 1 UP TO ROOF. COORDINATE EXACT LOCATION WITH ELEVATOR SUPPLIER. SEE 12/S301 FOR CONNECTION DETAILS. N Date Drawn By: Checked By: Project Number: Project Name Sheet Title Sheet Number Revisions Seal Signature This drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requirements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation. © Copyright 2015 Architura Corporation Architura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 10 / 5 / 2 0 1 5 3 : 2 7 : 0 6 P M C: \ R e v i t \ R e v i t S t r u c t u r e 2 0 1 4 \ 2 0 1 4 . 0 0 7 8 9 _ S T _ D e l t a F au c e t H e a d q u a r t e r s E x p a n s i o n _ 0 8 0 4 2 0 1 5 _ R S T R 1 4 _ e s m i t h .r v t S101 FOUNDATION PLAN DELTA FAUCET HEADQUARTERS EXPANSION JMK EMS 10/05/2015 2014.00789 55 EAST 111TH STREET INDIANAPOLIS, IN 46280 BID PACKAGE 2 1/8" = 1'-0" S101 1 FOUNDATION PLAN No. Date Description 2 09/04/15 BID PACKAGE #2 - ADD 1 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 BB CC DD EE FF GG HH I JJ A.4 A.4 12 12 H.8 4.4 F.6 F.6 6" 10' - 10" 11' - 4" 11' - 4" 10' - 0" 10' - 0" 11' - 4" 12' - 2" 10' - 0" 6" 9' - 2 " 10 ' - 4 " 8' - 0 " 9' - 3 " 8' - 9 " 6" 7' - 0 " 7' - 0 " 7' - 0 " 7' - 0 " 7' - 0 " 10 ' - 0 " 10 ' - 6 " 10 ' - 6 " 10 ' - 0 " 6" 8' - 0 " 5' - 6 " 8' - 5 1 / 2 " 8' - 5 1 / 2 " 7' - 0" 7' - 0" 9' - 6" 9' - 6" 9' - 6" 9' - 9 1/2" 9' - 9 1/2" 7' - 6 " 7' - 6 " 6" 10' - 0" 10' - 10" CONTROL JOINT, TYP CONTROL JOINT, TYP FACE OF EXISTING WALL FACE OF EXISTING WALL T/TRENCH SLAB = 84'-1" 10 3/4" 2' - 4 3 / 4 " 1' - 4 " 3' - 2 1/4" 3' - 2 1/4" 22' - 0 1/4" 3' - 2 1/4" 3' - 2 1/4" 1' - 4 " SLOPE 10 ' - 0 " 2' - 0" 9 3/4" 6' - 3 3/4" 2' - 0" 2' - 0 " SL O P E T/TRENCH SLAB = 83'-5" T/TRENCH SLAB = 83'-2" T/TRENCH SLAB = 83'-0 7/8" SL O P E T/TRENCH SLAB = 82'-8" 6' - 0 " 2' - 0" 1' - 3 3/4" 11' - 8" SLOPE 2' - 0 " 1' - 3 1 / 4 " T/TRENCH SLAB = 84'-1" T/TRENCH SLAB = 83'-9 3/4" T/TRENCH SLAB = 82'-3 5/8" SLOPE 16' - 0 1/2" 2' - 0 " T/TRENCH SLAB = 84'-1" T/TRENCH SLAB = 83'-4" SLOPE 1' - 6" SL O P E 3' - 6" 8 3 / 4 " 2' - 2 3 / 4 " 2' - 2 3 / 4 " T/PITSLAB SLAB = 77'-8" T/TRENCH SLAB = 83'-1 3/4" 2 2 2 2 NOTES: 1. REFERENCE TOP OF SLAB (T/SLAB) = 85'-8" UNO. 2. PROVIDE REINFORCEMENT AT MID-DEPTH OF SLAB AT RE-ENTRANT CORNERS PER THE "TYPICAL ADDITIONAL SLAB REINFORCEMENT AT RE-ENTRANT CORNERS" DETAIL. 3. PROVIDE (4) #4 x 2'-6" LONG PLACED AT MID-DEPTH OF SLAB DRAINS. SEE DETAIL 15/S300. 4. PROVIDE ISOLATION JOINTS PER 2/S300 AT COLUMNS. N Date Drawn By: Checked By: Project Number: Project Name Sheet Title Sheet Number Revisions Seal Signature This drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requirements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation. © Copyright 2015 Architura Corporation Architura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 10 / 5 / 2 0 1 5 3 : 2 7 : 0 9 P M C: \ R e v i t \ R e v i t S t r u c t u r e 2 0 1 4 \ 2 0 1 4 . 0 0 7 8 9 _ S T _ D e l t a F au c e t H e a d q u a r t e r s E x p a n s i o n _ 0 8 0 4 2 0 1 5 _ R S T R 1 4 _ e s m i t h .r v t S102 SLAB ON GRADE CONTROL JOINT PLAN DELTA FAUCET HEADQUARTERS EXPANSION JMK EMS 10/05/2015 2014.00789 55 EAST 111TH STREET INDIANAPOLIS, IN 46280 BID PACKAGE 2 1/8" = 1'-0" S102 1 SLAB ON GRADE CONTROL JOINT PLAN No. Date Description 2 09/04/15 BID PACKAGE #2 - ADD 1 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 BB CC DD EE FF GG HH I JJ A.4 A.4 12 12 H.8 4.4 F.6 F.6 DASHED LINE INDICATES UNDERDRAIN PIPE, NOTE 1, TYP FACE OF EXISTING WALL FACE OF EXISTING WALL SEWAGE EJECTOR PIT STORM EJECTOR PIT Date Drawn By: Checked By: Project Number: Project Name Sheet Title Sheet Number Revisions Seal Signature This drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requirements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation. © Copyright 2015 Architura Corporation Architura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 10 / 5 / 2 0 1 5 3 : 2 7 : 1 1 P M C: \ R e v i t \ R e v i t S t r u c t u r e 2 0 1 4 \ 2 0 1 4 . 0 0 7 8 9 _ S T _ D e l t a F au c e t H e a d q u a r t e r s E x p a n s i o n _ 0 8 0 4 2 0 1 5 _ R S T R 1 4 _ e s m i t h .r v t S103 UNDER SLAB DRAIN PLAN DELTA FAUCET HEADQUARTERS EXPANSION JMK EMS 10/05/2015 2014.00789 55 EAST 111TH STREET INDIANAPOLIS, IN 46280 BID PACKAGE 2 1/8" = 1'-0" S103 1 UNDER SLAB DRAIN PLAN NOTES: 1. SEE SECTION 15/S300 FOR TYPICAL UNDERSLAB DRAINAGE DETAIL. 2. COORDINATE UNDER DRAIN PIPING LOCATION WITH PLUMBING DRAWINGS. No. Date Description 2 09/04/15 BID PACKAGE #2 - ADD 1 2 UP OPNG 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 AA BB CC DD EE FF GG HH II JJ A.4 A.4 12 12 H.8 4.4 6' - 6 " 18 ' - 0 " 27 ' - 6 " 21 ' - 0 " 14 ' - 0 " 21 ' - 0 " 20 ' - 0 " 22 ' - 5 " 8' - 0 " 15 8 ' - 5 " 8' - 3" 10' - 0" 22' - 2" 11' - 4" 20' - 0" 11' - 4" 12' - 2" 10' - 0" 14' - 0" 28' - 6" 1' - 6 " E O S OPNG R1 R1 R2 R2 R10 R11 R12 R13 S1 2/S600 3/ S 6 0 0 1/ S 6 0 0 W12X19 W1 2 X 1 9 W12X19 W12X19 4/S600 28' - 2 5/8" 6' - 9" 0.5 0.5 1' - 6" EOS 1' - 6" EOS F.6 F.6 H.1 B.8 C.4 F.1 F.8 FACE OF EXISTING BUILDING 6' - 2" 6 S302 111' - 0" 1' - 2 1/4" 12' - 3 1/2" 6' - 6 1/4" 5' - 0 " 4' - 4 " 5' - 0" 7' - 4 " 5' - 0" 7' - 4" 5' - 0 " 5' - 4 " 5' - 0" 7' - 4" 20 ' - 0 " 1' - 0 " 5' - 0 " 7' - 4 " 5' - 0" 1 S302 3 S302 TYP AT COLUMN TYP TYP AT BEAM CONNECTION TYP AT BEAM CONNECTION 4 S302 TYP TYP AT COLUMN TYP TYP AT BEAM CONNECTION TYP TYP AT COLUMN 1 S303 7 S302 7 S302 1 S303 1 S303 7 S302 8 S302 8 S302 7 S302 1 S303 7 S302 7 S302 1 S303 8 S302 B.3 E.1 G.5 H.9 BB AA 4.3 4.7 FACE OF EXISTING BUILDING 7' - 6" 6" E O S 2' - 1 1 3 / 4 " 1' - 5 1/4" 3 E Q S P A C E S @ 4 ' - 8 " 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W14X22 (10) W14X22 (10) W14X22 (10) W12X19 (10) W12X19 (12) W12X19 (10) W12X19 (12) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W1 2 X 1 9 W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) 21 k W1 6 X 3 1 ( 1 8 ) 21 k 21 k W1 6 X 3 1 ( 1 8 ) 21 k 21 k W1 6 X 3 1 ( 1 8 ) 21 k 21 k W1 6 X 3 1 ( 1 8 ) 21 k W14X22 (10) W14X22 (10) W1 4 X 2 2 ( 1 6 ) W12X19 (10) W12X19 (10) W12X19 (10) 39 k W2 4 X 5 5 ( 2 2 ) 39 k 29 k W2 1 X 4 8 ( 2 2 ) 29 k 29 k W2 1 X 4 8 ( 2 2 ) 29 k 25 k W2 1 X 4 8 ( 2 2 ) 34 k 21k W18X35 (18) 21k W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (14) W14X22 (10) W1 4 X 2 2 ( 1 0 ) W1 4 X 2 2 ( 1 0 ) 26 k W1 8 X 3 5 ( 1 8 ) 26 k 26 k W1 8 X 3 5 ( 1 8 ) 26 k 24 k W2 1 X 4 4 ( 1 2 ) 24 k 24 k W2 1 X 4 4 ( 1 2 ) 24 k 22 k W1 8 X 3 5 ( 1 8 ) 22 k 17k W21X44 (20) 17k 20k W18X46 (20) 20k 20k W18X46 (20) 20k 24 k W1 8 X 3 5 ( 1 8 ) 24 k 28 k W1 8 X 4 0 ( 2 2 ) 28 k W1 8 X 3 5 ( 1 2 ) W1 4 X 2 2 ( 8 ) W1 4 X 2 2 ( 8 ) W14X22 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W1 4 X 2 2 ( 1 0 ) W18X46 (12) W14X22 (10) W1 2 X 1 9 W1 2 X 1 9 W14X22 (10) 29 k W1 8 X 4 0 ( 2 0 ) 29 k 27 k W1 8 X 3 5 ( 2 0 ) 27 k 35 k W2 4 X 6 2 ( 2 2 ) 35 k 20 k W1 6 X 3 1 ( 1 8 ) 20 k 37 k W2 4 X 6 2 ( 2 2 ) 35 k 20 k W1 6 X 3 1 ( 1 8 ) 20 k 45 k W2 4 X 6 8 ( 3 2 ) 38 k 24 k W1 8 X 3 5 ( 1 8 ) 24 k 21 k W1 8 X 3 5 ( 1 8 ) 21 k 24 k W1 8 X 3 5 ( 1 8 ) 24 k 24 k W1 8 X 3 5 ( 1 8 ) 24 k 33 k W2 1 X 4 4 ( 2 4 ) 33 k W14X22 (10) 26k W18X40 (20) 26k 19k W14X22 (16) 19k 18k W14X22 (10) 18k 18k W14X22 (10) 18k 18k W14X22 (10) 18k 22k W16X26 (18) 22k 17k W14X22 (10) 17k 17k W14X22 (10) 17k 20k W16X31 (16) 20k 20k W16X31 (16) 20k W12X19 (12) W12X19 (12) W12X19 (12) W12X19 (12) W12X19 (12) W12X19 (12) W12X19 (12) W12X19 (12) W12X19 (12) W12X19 (12) W12X19 (12) W16X26 (12) W16X26 (12) W16X26 (12) W16X26 (12) W12X19 (12) 21 k W1 6 X 2 6 ( 1 4 ) 21 k 27 k W1 6 X 2 6 ( 1 4 ) 27 k W1 6 X 2 6 ( 1 4 ) 18k W18X35 (13) 18k W12X19 W8 X 1 0 4/ S 6 0 1 5/ S 6 0 1 5 S400 3 S P A @ 6 ' - 0 " 4 S P A @ 6 ' - 1 0 1 / 2 " 3 S P A @ 7 ' - 0 " 2 S P A @ 7 ' - 0 " 3 S P A @ 7 ' - 0 " 3 S P A @ 6 ' - 8 " 4 S P A @ 7 ' - 7 1 / 4 " 5' - 0 " 9' - 4" 2 S302 2 S302 9' - 4" 5' - 0 " 1' - 2" EOS 1' - 6 " E O S 2 S302 2 S302 2 S302 2 S302 1' - 6 " E O S 1' - 6" EOS 2 S302 2 S302 6" EOS 6" E O S 3' - 9 1 / 2 " 3' - 9 1 / 2 " 6" EOS 6" EOS 6" EOS 8' - 0 " 7' - 2 1 / 2 " 2' - 1 0 3 / 4 " 4' - 8 1 / 2 " 5 3/4" EOS 1' - 6" EOS 1' - 6 " E O S 1' - 6" EOS 1' - 6 " E O S 1' - 6" EOS 1' - 6 " E O S 4' - 7 1 / 4 " W1 2 X 1 9 W1 2 X 1 9 6" E O S 3" E O S 5" E O S 3 1/4" EOS 6" E O S 14 S400 6' - 5" 6" E O S 6" E O S BR A C E 3 BRACE 4 BR A C E 1 BRACE 2 2 S303 2 S303 SIM 1' - 6 " E O S 1 S400 TYP 4 S400 3 S400 3 S400 4 S400 4 S400 3 S400 4' - 5 1/2" 4' - 5 1/2" NOTE 7, TYP 4 LOCATIONS 4 S400 5 S400 4 S400 5 S400 4 S400 4' - 3 " 4' - 0 " 4 S401 NOTE 9, TYP 3' - 1 1 1 / 8 " 8' - 1 0 " GENERAL PLAN NOTES: 1. TOP OF SLAB (T/SLAB) ELEVATION = 100'-0" UNO (U.S.G.S. 845.55'). 2. TOP OF STEEL (T/STL) ELEVATION = 99'-6 1/2" UNO. 3. REFER TO STRUCTURAL GENERAL NOTES, LEGEND, SCHEDULES, TYPICAL DETAILS, AND SPECIAL INSPECTION REQUIREMENTS FOR ADDITIONAL INFORMATION. 4. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND DIMENSIONS. 5. SEE SHEETS S600 & S601 FOR BRACING ELEVATIONS. 6. PROVIDE FRAMES PER 2/S400 FOR FLOOR OPENINGS LARGER THAN 10". 7. PROVIDE #5 X 5'-0" LOCATED AT MID-DEPTH OF SLAB. 8. PROVIDE DECK SUPPORT AT COLUMNS PER 3/S401, TYP. 9. PROVIDE (1) #5 AROUND ALL OPENINGS AS SHOWN, TYP. LOCATE BAR AT MID-DEPTH OF SLAB. N Date Drawn By: Checked By: Project Number: Project Name Sheet Title Sheet Number Revisions Seal Signature This drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requirements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation. © Copyright 2015 Architura Corporation Architura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 10 / 5 / 2 0 1 5 3 : 2 7 : 1 7 P M C: \ R e v i t \ R e v i t S t r u c t u r e 2 0 1 4 \ 2 0 1 4 . 0 0 7 8 9 _ S T _ D e l t a F au c e t H e a d q u a r t e r s E x p a n s i o n _ 0 8 0 4 2 0 1 5 _ R S T R 1 4 _ e s m i t h .r v t S111 FIRST FLOOR FRAMING PLAN DELTA FAUCET HEADQUARTERS EXPANSION JMK EMS 10/05/2015 2014.00789 55 EAST 111TH STREET INDIANAPOLIS, IN 46280 BID PACKAGE 2 1/8" = 1'-0" S111 1 FIRST FLOOR FRAMING PLAN No. Date Description 4 10/02/15 BID PACKAGE #3 - ADD 1 ENTIRE SHEET REVISED FOR BID PACKAGE 3 UP OPNG 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 AA BB CC DD EE FF GG HH II JJ A.4 A.4 12 12 H.8 4.4 6' - 6 " 18 ' - 0 " 27 ' - 6 " 21 ' - 0 " 14 ' - 0 " 21 ' - 0 " 20 ' - 0 " 22 ' - 5 " 8' - 0 " 15 8 ' - 5 " 8' - 3" 10' - 0" 22' - 2" 11' - 4" 20' - 0" 11' - 4" 12' - 2" 10' - 0" 14' - 0" 28' - 6" 1' - 6 " E O S OPNG R1 R1 R2 R2 R10 R11 R12 R13 S1 2/S600 3/ S 6 0 0 1/ S 6 0 0 W12X19 W1 2 X 1 9 W12X19 W12X19 4/S600 28' - 2 5/8" 6' - 9" 0.5 0.5 1' - 6" EOS 1' - 6" EOS F.6 F.6 H.1 B.8 C.4 F.1 F.8 FACE OF EXISTING BUILDING 6' - 2" 6 S302 111' - 0" 1' - 2 1/4" 12' - 3 1/2" 6' - 6 1/4" 5' - 0 " 4' - 4 " 5' - 0" 7' - 4 " 5' - 0" 7' - 4" 5' - 0 " 5' - 4 " 5' - 0" 7' - 4" 20 ' - 0 " 1' - 0 " 5' - 0 " 7' - 4 " 5' - 0" 1 S302 3 S302 TYP AT COLUMN TYP TYP AT BEAM CONNECTION TYP AT BEAM CONNECTION 4 S302 TYP TYP AT COLUMN TYP TYP AT BEAM CONNECTION TYP TYP AT COLUMN 1 S303 7 S302 7 S302 1 S303 1 S303 7 S302 8 S302 8 S302 7 S302 1 S303 7 S302 7 S302 1 S303 8 S302 B.3 E.1 G.5 H.9 BB AA 4.3 4.7 FACE OF EXISTING BUILDING 7' - 6" 6" E O S 2' - 1 1 3 / 4 " 1' - 5 1/4" 3 E Q S P A C E S @ 4 ' - 8 " 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W14X22 (10) W14X22 (10) W14X22 (10) W12X19 (10) W12X19 (12) W12X19 (10) W12X19 (12) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W1 2 X 1 9 W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) 21 k W1 6 X 3 1 ( 1 8 ) 21 k 21 k W1 6 X 3 1 ( 1 8 ) 21 k 21 k W1 6 X 3 1 ( 1 8 ) 21 k 21 k W1 6 X 3 1 ( 1 8 ) 21 k W14X22 (10) W14X22 (10) W1 4 X 2 2 ( 1 6 ) W12X19 (10) W12X19 (10) W12X19 (10) 39 k W2 4 X 5 5 ( 2 2 ) 39 k 29 k W2 1 X 4 8 ( 2 2 ) 29 k 29 k W2 1 X 4 8 ( 2 2 ) 29 k 25 k W2 1 X 4 8 ( 2 2 ) 34 k 21k W18X35 (18) 21k W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (14) W14X22 (10) W1 4 X 2 2 ( 1 0 ) W1 4 X 2 2 ( 1 0 ) 26 k W1 8 X 3 5 ( 1 8 ) 26 k 26 k W1 8 X 3 5 ( 1 8 ) 26 k 24 k W2 1 X 4 4 ( 1 2 ) 24 k 24 k W2 1 X 4 4 ( 1 2 ) 24 k 22 k W1 8 X 3 5 ( 1 8 ) 22 k 17k W21X44 (20) 17k 20k W18X46 (20) 20k 20k W18X46 (20) 20k 24 k W1 8 X 3 5 ( 1 8 ) 24 k 28 k W1 8 X 4 0 ( 2 2 ) 28 k W1 8 X 3 5 ( 1 2 ) W1 4 X 2 2 ( 8 ) W1 4 X 2 2 ( 8 ) W14X22 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W1 4 X 2 2 ( 1 0 ) W18X46 (12) W14X22 (10) W1 2 X 1 9 W1 2 X 1 9 W14X22 (10) 29 k W1 8 X 4 0 ( 2 0 ) 29 k 27 k W1 8 X 3 5 ( 2 0 ) 27 k 35 k W2 4 X 6 2 ( 2 2 ) 35 k 20 k W1 6 X 3 1 ( 1 8 ) 20 k 37 k W2 4 X 6 2 ( 2 2 ) 35 k 20 k W1 6 X 3 1 ( 1 8 ) 20 k 45 k W2 4 X 6 8 ( 3 2 ) 38 k 24 k W1 8 X 3 5 ( 1 8 ) 24 k 21 k W1 8 X 3 5 ( 1 8 ) 21 k 24 k W1 8 X 3 5 ( 1 8 ) 24 k 24 k W1 8 X 3 5 ( 1 8 ) 24 k 33 k W2 1 X 4 4 ( 2 4 ) 33 k W14X22 (10) 26k W18X40 (20) 26k 19k W14X22 (16) 19k 18k W14X22 (10) 18k 18k W14X22 (10) 18k 18k W14X22 (10) 18k 22k W16X26 (18) 22k 17k W14X22 (10) 17k 17k W14X22 (10) 17k 20k W16X31 (16) 20k 20k W16X31 (16) 20k W12X19 (12) W12X19 (12) W12X19 (12) W12X19 (12) W12X19 (12) W12X19 (12) W12X19 (12) W12X19 (12) W12X19 (12) W12X19 (12) W12X19 (12) W16X26 (12) W16X26 (12) W16X26 (12) W16X26 (12) W12X19 (12) 21 k W1 6 X 2 6 ( 1 4 ) 21 k 27 k W1 6 X 2 6 ( 1 4 ) 27 k W1 6 X 2 6 ( 1 4 ) 18k W18X35 (13) 18k W12X19 W8 X 1 0 4/ S 6 0 1 5/ S 6 0 1 5 S400 3 S P A @ 6 ' - 0 " 4 S P A @ 6 ' - 1 0 1 / 2 " 3 S P A @ 7 ' - 0 " 2 S P A @ 7 ' - 0 " 3 S P A @ 7 ' - 0 " 3 S P A @ 6 ' - 8 " 4 S P A @ 7 ' - 7 1 / 4 " 5' - 0 " 9' - 4" 2 S302 2 S302 9' - 4" 5' - 0 " 1' - 2" EOS 1' - 6 " E O S 2 S302 2 S302 2 S302 2 S302 1' - 6 " E O S 1' - 6" EOS 2 S302 2 S302 6" EOS 6" E O S 3' - 9 1 / 2 " 3' - 9 1 / 2 " 6" EOS 6" EOS 6" EOS 8' - 0 " 7' - 2 1 / 2 " 2' - 1 0 3 / 4 " 4' - 8 1 / 2 " 5 3/4" EOS 1' - 6" EOS 1' - 6 " E O S 1' - 6" EOS 1' - 6 " E O S 1' - 6" EOS 1' - 6 " E O S 4' - 7 1 / 4 " W1 2 X 1 9 W1 2 X 1 9 6" E O S 3" E O S 5" E O S 3 1/4" EOS 6" E O S 14 S400 6' - 5" 6" E O S 6" E O S BR A C E 3 BRACE 4 BR A C E 1 BRACE 2 2 S303 2 S303 SIM 1' - 6 " E O S 1 S400 TYP 4 S400 3 S400 3 S400 4 S400 4 S400 3 S400 4' - 5 1/2" 4' - 5 1/2" NOTE 7, TYP 4 LOCATIONS 4 S400 5 S400 4 S400 5 S400 4 S400 4' - 3 " 4' - 0 " 4 S401 NOTE 9, TYP 7 GENERAL PLAN NOTES: 1. TOP OF SLAB (T/SLAB) ELEVATION = 100'-0" UNO (U.S.G.S. 845.55'). 2. TOP OF STEEL (T/STL) ELEVATION = 99'-6 1/2" UNO. 3. REFER TO STRUCTURAL GENERAL NOTES, LEGEND, SCHEDULES, TYPICAL DETAILS, AND SPECIAL INSPECTION REQUIREMENTS FOR ADDITIONAL INFORMATION. 4. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND DIMENSIONS. 5. SEE SHEETS S600 & S601 FOR BRACING ELEVATIONS. 6. PROVIDE FRAMES PER 2/S400 FOR FLOOR OPENINGS LARGER THAN 10". 7. PROVIDE #5 X 5'-0" LOCATED AT MID-DEPTH OF SLAB. 8. PROVIDE DECK SUPPORT AT COLUMNS PER 3/S401, TYP. 9. PROVIDE (1) #5 AROUND ALL OPENINGS AS SHOWN, TYP. LOCATE BAR AT MID-DEPTH OF SLAB. N Date Drawn By: Checked By: Project Number: Project Name Sheet Title Sheet Number Revisions Seal Signature This drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requirements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation. © Copyright 2015 Architura Corporation Architura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 10 / 1 3 / 2 0 1 5 1 0 : 5 2 : 5 2 A M C: \ R e v i t \ R e v i t S t r u c t u r e 2 0 1 4 \ 2 0 1 4 . 0 0 7 8 9 _ S T _ D e l t a F au c e t H e a d q u a r t e r s E x p a n s i o n _ 0 8 0 4 2 0 1 5 _ R S T R 1 4 _ j k r u p s ki . r v t S111 FIRST FLOOR FRAMING PLAN DELTA FAUCET HEADQUARTERS EXPANSION JMK EMS 10/05/2015 2014.00789 55 EAST 111TH STREET INDIANAPOLIS, IN 46280 BID PACKAGE 2 1/8" = 1'-0" S111 1 FIRST FLOOR FRAMING PLAN No. Date Description 4 10/02/15 BID PACKAGE #3 - ADD 1 7 10/14/15 BID PACK 3 ADDENDUM ENTIRE SHEET REVISED FOR BID PACKAGE 3 DN OPNG OPNG OPNG OPNG 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 AA BB CC DD EE FF GG HH II JJ A.4 A.4 12 12 6' - 6 " 18 ' - 0 " 27 ' - 6 " 14 ' - 0 " 7' - 0 " 14 ' - 0 " 21 ' - 0 " 20 ' - 0 " 22 ' - 5 " 8' - 0 " 15 8 ' - 5 " 10' - 0" 22' - 2" 11' - 4" 20' - 0" 11' - 4" 12' - 2" 10' - 0" 14' - 0" 28' - 6" R1 R1 R2 R2 R10 R11 R12 R13 S1 2/S600 3/ S 6 0 0 1/ S 6 0 0 28' - 2 5/8" 4/S600 1' - 0 " E O S 1' - 0" EOS 1' - 0" EOS 1' - 4" EOS E O S 1 ' - 5 1 /2 " 1 ' - 0 " E O S 1' - 0" EOS 1 ' - 0 " E O S 1' - 0" EOS 1 ' - 0 " E O S 1 ' - 0 " E O S NOTE 5 2" EXP JT 6" EOS FACE OF EXISTING BUILDING 0.5 0.5 2 S116 F.6 F.6 BB AA 4.3 4.7 2 0 ' - 0 " 1 ' - 0 " 39 k W 2 4 X 5 5 (2 2 ) 39 k 28 k W 1 8 X 4 0 (2 2 ) 28 k 15 k W 1 8 X 3 5 (1 2 ) 15 k 29 k W 1 8 X 4 0 (2 0 ) 29 k 27 k W 1 8 X 3 5 (2 0 ) 27 k 35 k W 2 4 X 6 2 (2 2 ) 35 k 21 k W 1 6 X 3 1 (1 8 ) 21 k 25 k W 2 1 X 4 4 (1 6 ) 19 k W 1 6 X 3 1 (1 6 ) W 1 4 X 2 2 (8 ) W 1 4 X 2 2 (8 ) 20 k W 1 6 X 3 1 (1 8 ) 20 k 37 k W 2 4 X 6 2 (2 2 ) 35 k 21 k W 1 6 X 3 1 (1 8 ) 21 k 25 k W 2 1 X 4 4 (1 6 ) 19 k W 1 6 X 3 1 (1 6 ) W 1 4 X 2 2 (8 ) W 1 4 X 2 2 (8 ) 20 k W 1 6 X 3 1 (1 8 ) 20 k 45 k W 2 4 X 6 8 (3 2 ) 38 k 21 k W 1 6 X 3 1 (1 8 ) 21 k 25 k W 2 1 X 4 8 (2 2 ) 34 k W 1 4 X 2 2 (1 0 ) 22 k W 1 8 X 3 5 (1 8 ) 22 k 24 k W 1 8 X 3 5 (1 8 ) 24 k 21 k W 1 8 X 3 5 (1 8 ) 21 k 21 k W 1 6 X 3 1 (1 8 ) 21 k W 1 4 X 2 2 (1 0 ) 35 k W 1 8 X 4 0 (1 6 ) 35 k 35 k W 1 8 X 4 0 (1 6 ) 35 k 35 k W 1 8 X 4 0 (1 6 ) 35 k 51 k W 2 4 X 5 5 (2 0 ) 51 k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k W12X19 (10) W14X22 (10) W12X19 (10) W14X22 (10) W14X22 (10) W12X19 (10) W14X22 (10) 26k W18X40 (20) 26k W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W14X22 (10) W12X19 (10) W14X22 (10) W14X22 (10) W12X19 (12) W14X22 (10) W 1 4 X 2 2 (1 2 ) 21k W18X35 (18) 21k W14X22 (10) W14X22 (8) 19k W14X22 (16) 19k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 23k W18X35 (30) 23k 18k W14X22 (10) 18k 18k W14X22 (10) 18k 18k W14X22 (10) 18k W14X22 (10) W14X22 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W14X22 (10) W14X22 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W14X22 (10) W12X19 (10) W12X19 (10) W14X22 (10) W12X19 (10) W12X19 (10) W14X22 (10) W12X19 (10) W12X19 (10) W14X22 (10) W12X19 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W12X19 (10) W12X19 (10) W14X22 (10) W14X22 (10) W14X22 (10) W12X19 (12) 19k W16X31 (14) 19k 17k W16X31 (14) 17k W12X19 W12X19 W12X19 (10) W12X19 (10) W12X19 (10) W14X22 (10) W12X19 (10) 22k W16X26 (18) 22k W14X22 (10) W 1 2 X 1 9 (1 0 ) 17k W14X22 (10) 17k 17k W14X22 (10) 17k W12X19 W12X19 W 1 4 X 2 2 (1 6 ) W12X19 (10) W12X19 (10) W12X19 (10) 18k W18X35 (13) 18k W14X22 (14) W14X22 (10) W14X22 (10) W21X55 (16) W 1 4 X 2 2 (1 4 ) W14X22 (8) 38 k W 2 4 X 5 5 (1 6 ) 38 k 28 k W 1 8 X 3 5 (1 8 ) 28 k 16 k W 1 8 X 3 5 (1 0 ) 16 k 28 k W 1 8 X 3 5 (1 8 ) 28 k W14X22 (8) 33 k W 2 1 X 4 8 (2 2 ) 33 k 19k W24X55 (24) 25k W16X31 (14) 25k W24X55 (24) 19k W 1 4 X 2 2 (1 4 ) 25 k W 2 1 X 4 8 25 k 25k W18X35 (29) 24k W16X31 (14) W16X31 (14) W16X31 (14) W14X22 (12) W 1 4 X 2 2 (8 ) 23k W14X22 (22) 23k 23k W14X22 (22) 23k 41 k W 2 1 X 4 4 (1 6 ) 41 k 12k W16X36 (20) 35k W 1 6 X 3 1 23k W14X22 (22) 23k W12X19 W12X19 W12X19 W21X44 55k W21X44 56k 56k W21X44 W12X19 (12) W12X19 (12) W12X19 (12) W12X19 (12) W12X19 (12) W12X19 (12) 27 k W 1 8 X 3 5 (1 8 ) 27 k 26 k W 1 8 X 3 5 (1 2 ) 26 k W12X19 W 1 6 X 3 1 W 1 6 X 3 1 W 1 6 X 3 1 W12X19 (12) W12X19 (12) W12X19 (12) W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W14X22 (10) W14X22 W 1 2 X 1 9 W 1 2 X 1 9 W16X31 W16X31 W16X31 W 8 X 1 0 27 k W 1 8 X 3 5 (1 2 ) 27 k 22k W14X22 (16) 22k W12X19 4 /S 6 0 1 5 /S 6 0 1 4 S400 4 S400 3 S400 3 S400 4 S400 3 S400 4 S400 3 S400 3 S400 6 S400 3 S400 5 S400 6 S400 11 S400 12 S400 13 S400 S116 1 1 ' - 0 " E O S EOS 1' - 0" 3 " E O S EOS 1' - 0" 9 " E O S 6 " E O S 1' - 5 1/4" 6" EOS 2 ' - 1 1 3 /4 " 6 " E O S 6" EOS 4 ' - 3 " 4 ' - 0 " 1 9 ' - 6 " 2 1 ' - 0 " 2 0 ' - 0 " 2 2 ' - 5 " 4 S P A @ 5 '-7 1 /4 " 4 S P A @ 5 '-0 " 4 S P A @ 5 '-3 " 4 S P A @ 5 '-3 " 3 S P A @ 6 '-0 " 4 S P A @ 6 '-1 0 1 /2 " 3 S P A @ 7 '-0 " 2 S P A @ 7 '-0 " 3 S P A @ 7 '-0 " 3 S P A @ 6 '-8 " 4 S P A @ 7 '-7 1 /4 " NOTE 6 5 S400 6" EOS 6" EOS FACE OF EXISTING BUILDING FACE OF EXISTING BUILDING W 1 6 X 3 1 (1 2 ) T/ S T L 11 3 ' - 4 1 / 2 " W 1 6 X 3 1 (1 2 ) T/ S T L 11 2 ' - 2 1 / 2 " W 1 6 X 3 1 T/ S T L 11 2 ' - 2 1 / 2 " SLOPE SLOPE E O S 6 1 /2 " EOS 8 3/4" 8 " E O S 0" EOS 1 ' - 0 " E O S 5 3/4" EOS 6" EOS 6 " E O S 15 S400 6 " E O S 3 ' - 9 3 /4 " 3 ' - 9 3 /4 " W 1 2 X 1 9 W 1 2 X 1 9 26 k W 1 8 X 4 0 (1 6 ) 26 k 5' - 6" M = 25.5 K-FT V = 8.4 K M = 25.5 K-FT V = 8.4 K 3 S700 TYP AT PREFAB CANOPY CONN 11 S400 12 S400 6 " E O S 6 " E O S 6 " E O S 6 " E O S B R A C E 3 BRACE 4 B R A C E 1 BRACE 2 ENTRY CANOPY 7 ' - 0 " 7 ' - 0 " 2 ' - 1 1 1 /2 " 5' - 3 3/4" 4 S400 3 S400 4 S400 4 S400 3 S400 NOTE 7, TYP 4 LOCATIONS 4 S400 4 S400 4 S400 4 S400 3 S400 6 ' - 0 1 /4 " 1 S400 TYP S 2 NOTE 8 16 S400 16 S400 16 S400 1 4 ' - 0 " E O S 2 1 /2 " 4 ' - 7 3 /4 " 3 S400 3 S400 3 S400 3 S400 4 S400 W12X26 1 ' - 0 " (PARTITION SUPPORT BEAM) 11K 7K 17K 10K 10K 8K 13K 17K 22K 6K 11K 16K 5K 20K 8 S400 8 S400 8 S400 Z2 Z1 Z1 Z1 Z2 Z3 Z2 Z1 Z1 Z1 Z1 Z2 Z3 W18X35 4 ' - 0 " (PARTITION SUPPORT BEAM) 7 S400 E O S 1 ' - 8 1 /2 " 2 S401 SIM 2 S401 SIM 5 S401 NOTE 10, TYP 8" EOS 8 " E O S W 1 2 X 1 9 W10X12 4' - 8 1/2" 1 ' - 4 3 /8 " RD RD RD 15 S400 8 ' - 1 0 " 7 GENERAL PLAN NOTES: 1. TOP OF SLAB (T/SLAB) ELEVATION = 115'-0" UNO. 2. TOP OF STEEL (T/STL) ELEVATION = 114'-6 1/2" UNO. 3. REFER TO STRUCTURAL GENERAL NOTES, LEGEND, SCHEDULES, TYPICAL DETAILS, AND SPECIAL INSPECTION REQUIREMENTS FOR ADDITIONAL INFORMATION. 4. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND DIMENSIONS. 5. TOP OF STEEL (T/STL) ELEVATION AT PLAZA AREA = 113'-7 1/2" AND T/SLAB = 114'-3 1/2". 6. PRE-ENGINEERED ENTRY CANOPY, SEE 3/S700. 7. PROVIDE #4 X 5'-0" LOCATED AT MID-DEPTH OF SLAB. 8. PROVIDE DECK SUPPORT AT COLUMNS PER 3/S401, TYP. 9. SEE S700 FOR FACADE CONNECTION TYPE AS REFERENCED ON PLAN 10. PROVIDE (1) #5 AROUND ALL OPENINGS AS SHOWN, TYP. LOCATE BAR AT MID-DEPTH OF SLAB. N Z# Date Drawn By: Checked By: Project Number: Project Name Sheet Title Sheet Number Revisions Seal Signature This drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requirements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation. © Copyright 2015 Architura Corporation Architura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 10 / 1 3 / 2 0 1 5 1 0 : 5 2 : 5 3 A M C: \ R e v i t \ R e v i t S t r u c t u r e 2 0 1 4 \ 2 0 1 4 . 0 0 7 8 9 _ S T _ D e l t a F au c e t H e a d q u a r t e r s E x p a n s i o n _ 0 8 0 4 2 0 1 5 _ R S T R 1 4 _ j k r u p s ki . r v t S112 SECOND FLOOR FRAMING PLAN DELTA FAUCET HEADQUARTERS EXPANSION JMK EMS 10/05/2015 2014.00789 55 EAST 111TH STREET INDIANAPOLIS, IN 46280 BID PACKAGE 2 1/8" = 1'-0" S112 1 2ND FLOOR FRAMING PLAN No. Date Description 4 10/02/15 BID PACKAGE #3 - ADD 1 7 10/14/15 BID PACK 3 ADDENDUM OPNG OPNG 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 AA BB CC DD EE FF GG HH JJ A.4 A.4 12 12 6' - 6 " 18 ' - 0 " 27 ' - 6 " 14 ' - 0 " 7' - 0 " 14 ' - 0 " 12 ' - 9 1 / 8 " 8' - 2 7 / 8 " 20 ' - 0 " 15 8 ' - 5 " 10' - 0" 22' - 2" 11' - 4" 20' - 0" 11' - 4" 12' - 2" 10' - 0" 14' - 0" 28' - 6" S1 D1 2/S600 3/ S 6 0 0 1/ S 6 0 0 W14X22 W1 4 X 2 2 W1 6 X 3 1 W1 6 X 3 1 W12X19 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W12X19 W14X22 W14X22 4/S600 1' - 0 " E O S 1' - 0" EOS 1' - 0" EOS 1' - 0 " E O S 1' - 0" EOS 1' - 0 " E O S 1' - 0" EOS 1' - 0 " E O S 1' - 0" EOS 1' - 0 " E O S 1' - 0" EOS 1' - 0 " E O S 1' - 0" EOS 11 " E O D 11 " E O D 28' - 2 5/8" 2" EXP JT 6" EOD W14X22 W1 4 X 2 2 W14X22 W14X22 FACE OF EXISTING BUILDING W14X22 F.6 F.6 167' - 8 5/8" 30 ' - 5 " 1' - 0" EOS 1' - 0 " E O S 35 k W2 4 X 5 5 ( 2 0 ) 35 k 25 k W1 8 X 3 5 ( 1 8 ) 25 k W1 8 X 3 5 ( 1 8 ) 26 k W1 8 X 3 5 ( 2 2 ) 26 k 24 k W1 8 X 3 5 ( 1 8 ) 24 k 30 k W2 4 X 5 5 ( 2 6 ) 30 k 23 k W1 8 X 4 0 ( 2 4 ) 23 k 26 k W2 1 X 4 4 ( 2 6 ) 26 k 19 k W1 6 X 3 1 ( 1 6 ) 19 k W1 4 X 2 2 ( 8 ) W1 4 X 2 2 ( 8 ) 18 k W1 6 X 3 1 ( 1 6 ) 18 k 34 k W2 4 X 5 5 ( 2 6 ) 34 k W1 2 X 1 9 ( 8 ) 26 k W2 1 X 4 4 ( 2 6 ) 26 k 19 k W1 6 X 3 1 ( 1 6 ) 19 k W1 4 X 2 2 ( 8 ) W1 4 X 2 2 ( 8 ) 18 k W1 6 X 3 1 ( 1 6 ) 18 k 41 k W2 4 X 6 8 ( 2 8 ) 35 k W1 2 X 1 9 ( 8 ) 23 k W2 1 X 4 4 ( 2 0 ) 31 k W1 4 X 2 2 ( 8 ) 20 k W1 6 X 3 1 ( 2 0 ) 20 k 21 k W1 8 X 3 5 ( 1 8 ) 21 k 19 k W1 6 X 3 1 ( 1 6 ) 19 k 23 k W1 8 X 4 0 ( 2 4 ) 23 k W1 4 X 2 2 ( 8 ) W1 6 X 2 6 ( 1 6 ) W1 6 X 2 6 ( 1 6 ) W1 6 X 2 6 ( 1 6 ) 24 k W2 1 X 4 8 ( 2 8 ) 24 k 19k W18X35 (16) 19k 19k W18X35 (16) 19k 19k W18X35 (16) 19k 19k W18X35 (16) 19k W12X19 (10) W14X22 (10) W12X19 (10) W14X22 (10) W14X22 (10) W12X19 (10) W14X22 (10) 23k W18X40 (20) 23k W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W14X22 (10) W12X19 (10) W14X22 (10) W14X22 (10) W14X22 (10) 21k W18X35 (18) 21k W14X22 (10) W14X22 (8) W14X22 (10) 19k W18X35 (16) 19k 19k W18X35 (16) 19k 19k W18X35 (16) 19k 19k W18X35 (16) 19k 19k W18X35 (16) 19k 19k W18X35 (16) 19k 19k W18X35 (16) 19k 19k W18X35 (16) 19k 19k W18X35 (16) 19k 19k W18X35 (16) 19k W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W14X22 (10) W14X22 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W14X22 (10) W12X19 (10) W12X19 (10) W14X22 (10) W12X19 (10) W12X19 (10) W14X22 (10) W12X19 (10) W12X19 (10) W14X22 (10) W12X19 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W12X19 (10) W12X19 (10) W14X22 (10) W14X22 (10) W14X22 (10) W12X19 W12X19 W12X19 (10) W12X19 (10) W12X19 (10) W14X22 (10) W12X19 (10) 21k W16X26 (18) 21k W14X22 (10) W1 2 X 1 9 ( 1 0 ) W14X22 (10) W14X22 (10) W12X19 W12X19 W1 4 X 2 2 ( 1 2 ) W12X19 (10) W12X19 (10) W12X19 (8) 17k W18X35 (13) 17k W14X22 (10) W14X22 (10) W14X22 (10) W21X55 (16) 22k W14X22 (16) 22k 17 k W1 8 X 3 5 ( 1 8 ) 17 k W14X22 (8) 28 k W2 1 X 4 8 ( 2 4 ) 28 k 20 k W1 8 X 3 5 ( 1 6 ) 20 k W1 8 X 3 5 ( 1 0 ) 20 k W1 8 X 3 5 ( 1 6 ) 20 k W14X22 (8) 23 k W2 1 X 4 8 ( 2 2 ) 23 k 21k W24X55 (32) 28k W16X31 (14) 28k W24X55 (32) 21k 17 k W1 8 X 3 5 ( 1 8 ) 17 k 22 k W1 6 X 3 1 ( 1 2 ) 22 k 22 k W1 6 X 3 1 ( 1 2 ) 22 k W14X22 (10) W14X22 W1 2 X 1 9 W1 2 X 1 9 W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W8 X 1 0 W12X19 4/ S 6 0 1 5/ S 6 0 1 4 S400 4 S400 3 S400 3 S400 4 S400 3 S400 4 S400 3 S400 3 S400 4 S400 3 S400 5 S400 3" E O S 6" E O S 6" E O S 1' - 5 1/4" 6" EOS 6" EOS 2' - 1 1 3 / 4 " 5 3/4" EOS 5' - 3 3/4" 6" EOS 5 S400 3 S P A @ 8 ' - 2 " 4 S P A @ 6 ' - 1 0 1 / 2 " 3 S P A @ 7 ' - 0 " 2 S P A @ 7 ' - 0 " 3 S P A @ 7 ' - 0 " 3 S P A @ 6 ' - 8 " 4 S P A @ 7 ' - 7 1 / 4 " 14 ' - 0 " 3 S P A @ 4 ' - 8 " 3 S400 3 S400 4 S400 4 S400 4 S400 4' - 3 " 4' - 0 " 3' - 9 3 / 4 " 3' - 9 3 / 4 " 6" EOS 6" EOS W1 2 X 1 9 W1 2 X 1 9 6" E O S 20 k W1 8 X 3 5 ( 1 6 ) 20 k 24 k W2 1 X 4 8 24 k 6" E O S 5' - 6" M = 6 K-FT V = 2 K M = 6 K-FT V = 2 K 6" E O S 6" E O S 6" E O S 6" E O S BR A C E 3 BRACE 4 BR A C E 1 BRACE 2 4 S400 3 S400 3 S400 4 S400 4 S400 3 S400 NOTE 5, TYP 4 S400 4 S400 8 S420 E O S 2 1 /2 " 4 ' - 7 3 /4 " 2 ' - 1 1 1 /2 " EOD 1' - 0" EOS/ 1 S400 TYP 16 S400 16 S400 W14X22 (10) W12X19 (10) W12X19 (10) W14X22 (10) 19K Z2 Z1 Z1 Z1 Z2 Z3 Z2 Z1 Z1 Z1 Z1 Z2 Z3 Z2 Z2 Z3 Z3 Z2 Z2 Z1 Z1 Z1 Z1 Z1 Z2 Z3 12K 8K 18K 5K 8K 12K 12K 8K 14K 11K 6K 9K 14K 17K 4K 2 S401 SIM 2 S401 SIM 6 S401 NOTE 8, TYP W 1 2 X 1 9 W10X12 8" EOS 8 " E O S 4 1 ' - 4 3 /8 " 4' - 8 1/2" RD RD 4 4 GENERAL PLAN NOTES: 1. TOP OF SLAB (T/SLAB) ELEVATION = 130'-0" UNO. 2. TOP OF STEEL (T/STL) ELEVATION = 129'-6 1/2" UNO. 3. REFER TO STRUCTURAL GENERAL NOTES, LEGEND, SCHEDULES, TYPICAL DETAILS, AND SPECIAL INSPECTION REQUIREMENTS FOR ADDITIONAL INFORMATION. 4. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND DIMENSIONS. 5. PROVIDE #4 X 5'-0" LOCATED AT MID-DEPTH OF SLAB. 6. SEE S700 FOR FACADE CONNECTION TYPE AS REFERENCED ON PLAN 7. PROVIDE DECK SUPPORT AT COLUMNS PER 3/S401, TYP. 8. PROVIDE (1) #5 AROUND ALL OPENINGS AS SHOWN, TYP. LOCATE BAR AT MID-DEPTH OF SLAB. N Z# Date Drawn By: Checked By: Project Number: Project Name Sheet Title Sheet Number Revisions Seal Signature This drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requirements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation. © Copyright 2015 Architura Corporation Architura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 10 / 2 / 2 0 1 5 3 : 3 9 : 3 2 P M C: \ R e v i t \ R e v i t S t r u c t u r e 2 0 1 4 \ 2 0 1 4 . 0 0 7 8 9 _ S T _ D e l t a F au c e t H e a d q u a r t e r s E x p a n s i o n _ 0 8 0 4 2 0 1 5 _ R S T R 1 4 _ e s m i t h .r v t S113 THIRD FLOOR FRAMING PLAN DELTA FAUCET HEADQUARTERS EXPANSION JMK EMS 10/02/2015 2014.00789 55 EAST 111TH STREET INDIANAPOLIS, IN 46280 BID PACKAGE 3 1/8" = 1'-0" S113 1 3RD FLOOR FRAMING PLAN No. Date Description 4 10/02/15 BID PACKAGE #3 - ADD 1 OPNG OPNG 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA BB CC DD EE FF GG HH JJ A.4 A.4 6' - 6 " 18 ' - 0 " 27 ' - 6 " 14 ' - 0 " 7' - 0 " 14 ' - 0 " 12 ' - 9 1 / 8 " 8' - 2 7 / 8 " 20 ' - 0 " 15 8 ' - 5 " 10' - 0" 22' - 2" 11' - 4" 20' - 0" 11' - 4" 12' - 2" 10' - 0" S1 2/S600 3/ S 6 0 0 1/ S 6 0 0 4/S600 1' - 0 " E O S 1' - 0" EOS 1' - 0" EOS 1' - 0 " E O S 1' - 0" EOS 1' - 0 " E O S 1' - 0 " E O S 1' - 0" EOS 1' - 0 " E O S 1' - 0" EOS 1' - 0 " E O S 1' - 0" EOS 1' - 0 " E O S F.6 F.6 97' - 0" 30 ' - 5 " 1' - 0" EOS 35 k W2 4 X 5 5 ( 2 0 ) 35 k 25 k W1 8 X 3 5 ( 1 8 ) 25 k W1 8 X 3 5 ( 1 2 ) 26 k W1 8 X 3 5 ( 2 2 ) 26 k 24 k W1 8 X 3 5 ( 1 8 ) 24 k 30 k W2 4 X 5 5 ( 2 6 ) 30 k 23 k W1 8 X 4 0 ( 2 4 ) 23 k 26 k W2 1 X 4 4 ( 2 6 ) 26 k 19 k W1 6 X 3 1 ( 1 6 ) 19 k W1 4 X 2 2 ( 8 ) W1 4 X 2 2 ( 8 ) 18 k W1 6 X 3 1 ( 1 6 ) 18 k 34 k W2 4 X 5 5 ( 2 6 ) 34 k W1 2 X 1 9 ( 8 ) 26 k W2 1 X 4 4 ( 2 6 ) 26 k 19 k W1 6 X 3 1 ( 1 6 ) 19 k W1 4 X 2 2 ( 8 ) W1 4 X 2 2 ( 8 ) 18 k W1 6 X 3 1 ( 1 6 ) 18 k 41 k W2 4 X 6 8 ( 2 8 ) 35 k W1 2 X 1 9 ( 8 ) 23 k W2 1 X 4 4 ( 2 0 ) 31 k W1 4 X 2 2 ( 8 ) 20 k W1 6 X 3 1 ( 2 0 ) 20 k 21 k W1 8 X 3 5 ( 1 8 ) 21 k 19 k W1 6 X 3 1 ( 1 6 ) 19 k 23 k W1 8 X 4 0 ( 2 4 ) 23 k W1 4 X 2 2 ( 1 0 ) W1 6 X 2 6 ( 1 6 ) W1 6 X 2 6 ( 1 6 ) W1 6 X 2 6 ( 1 6 ) 24 k W2 1 X 4 8 ( 2 8 ) 24 k 19k W18X35 (16) 19k 19k W18X35 (16) 19k 19k W18X35 (16) 19k 19k W18X35 (16) 19k 23k W18X40 (20) 23k W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W14X22 (10) W12X19 (10) W14X22 (10) W14X22 (10) 21k W18X35 (18) 21k W14X22 (10) W14X22 (8) 19k W18X35 (16) 19k 19k W18X35 (16) 19k 19k W18X35 (16) 19k 19k W18X35 (16) 19k 19k W18X35 (16) 19k 19k W18X35 (16) 19k 19k W18X35 (16) 19k 19k W18X35 (16) 19k 19k W18X35 (16) 19k 19k W18X35 (16) 19k W14X22 (10) W14X22 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W14X22 (10) W12X19 (10) W12X19 (10) W14X22 (10) W12X19 (10) W12X19 (10) W14X22 (10) W12X19 (10) W12X19 (10) W14X22 (10) W12X19 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W12X19 (10) W12X19 (10) W14X22 (10) 21k W16X26 (18) 21k W1 2 X 1 9 ( 1 0 ) W12X19 W12X19 W1 4 X 2 2 ( 1 2 ) W12X19 (10) W12X19 (10) W12X19 (8) 17k W18X35 (13) 17k W14X22 (10) W21X48 (16) 22k W14X22 (16) 22k 17 k W1 8 X 3 5 ( 1 8 ) 17 k W14X22 (8) 28 k W2 1 X 4 8 ( 2 4 ) 28 k 20 k W1 8 X 3 5 ( 1 6 ) 20 k W1 8 X 3 5 ( 1 0 ) 20 k W1 8 X 3 5 ( 1 6 ) 20 k 20 k W1 8 X 3 5 ( 1 6 ) 20 k W14X22 (8) 23 k W2 1 X 4 8 ( 2 2 ) 23 k 21k W24X55 (32) 28k W16X31 (14) 28k W24X55 (32) 21k 17 k W1 8 X 3 5 ( 1 8 ) 17 k 24 k W2 1 X 4 8 24 k 22 k W1 6 X 3 1 ( 1 2 ) 22 k 22 k W1 6 X 3 1 ( 1 2 ) 22 k W1 2 X 1 9 W14X22 W1 2 X 1 9 W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W8 X 1 0 W12X19 (10) W14X22 (10) W12X19 (10) W14X22 (10) W14X22 (10) W12X19 (10) W14X22 (10) W12X19 (10) W12X19 (10) W14X22 (10) W12X19 (10) W12X19 (10) W12X19 (10) W12X19 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W12X19 W12X19 W12X19 (10) W12X19 (10) W12X19 (10) W14X22 (10) W12X19 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W12X19 (10) W12X19 (10) W12X19 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W14X22 (10) W12X19 4 S400 4 S400 3 S400 3 S400 4 S400 3 S400 3 S400 3 S400 4 S400 3 S400 4 S400 4 S400 3 S400 5 S400 5' - 3 3/4" 6" EOS 5 3/4" EOS 6" E O S 6" E O S 1' - 5 1/4" 2' - 1 1 3 / 4 " 5 S400 3" E O S 6" EOS 6" EOS 3 S P A @ 6 ' - 0 " 4 S P A @ 6 ' - 1 0 1 / 2 " 3 S P A @ 7 ' - 0 " 2 S P A @ 7 ' - 0 " 3 S P A @ 7 ' - 0 " 3 S P A @ 6 ' - 8 " 4 S P A @ 7 ' - 7 1 / 4 " 4' - 7 3 / 4 " 2' - 1 1 1 / 2 " 4' - 3 " 4' - 0 " 3' - 9 3 / 4 " 3' - 9 3 / 4 " 6" EOS 6" EOS W1 2 X 1 9 W1 2 X 1 9 6" E O S 6" E O S 6" E O S 6" E O S 6" E O S 6" E O S BR A C E 3 BRACE 4 BR A C E 1 BRACE 2 4 S400 3 S400 3 S400 4 S400 4 S400 3 S400 NOTE 5, TYP 4 S400 4 S400 4 S400 E O S 2 1 /2 " W14X22 (10) W12X19 (10) W12X19 (10) W14X22 (10) 1 S400 TYP 16 S400 16 S400 20K Z1 Z1 Z2 Z1 Z2 Z2 Z1 Z1 Z1 Z1 Z2 Z3 Z3 Z3 Z2 Z1 Z1 Z1 Z1 Z1 Z2 Z2 Z2 Z3 Z3 Z2 13K 8K 17K 6K 8K 11K 11K 8K 14K 8K 11K 17K 21K 5K 23K NOTE 8, TYP W 1 2 X 1 9 W10X12 8" EOS 8 " E O S 4 4' - 8 1/2" 1 ' - 4 3 /8 " GENERAL PLAN NOTES: 1. TOP OF SLAB (T/SLAB) ELEVATION = 143'-6" UNO. 2. TOP OF STEEL (T/STL) ELEVATION = 143'-0 1/2" UNO. 3. REFER TO STRUCTURAL GENERAL NOTES, LEGEND, SCHEDULES, TYPICAL DETAILS, AND SPECIAL INSPECTION REQUIREMENTS FOR ADDITIONAL INFORMATION. 4. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND DIMENSIONS. 5. PROVIDE #4 X 5'-0" LOCATED AT MID-DEPTH OF SLAB. 6. SEE S700 FOR FACADE CONNECTION TYPE AS REFERENCED ON PLAN 7. PROVIDE DECK SUPPORT AT COLUMNS PER 3/S401, TYP. 8. PROVIDE (1) #5 AROUND ALL OPENINGS AS SHOWN, TYP. LOCATE BAR AT MID-DEPTH OF SLAB. N Z# Date Drawn By: Checked By: Project Number: Project Name Sheet Title Sheet Number Revisions Seal Signature This drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requirements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation. © Copyright 2015 Architura Corporation Architura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 10 / 2 / 2 0 1 5 3 : 3 9 : 3 6 P M C: \ R e v i t \ R e v i t S t r u c t u r e 2 0 1 4 \ 2 0 1 4 . 0 0 7 8 9 _ S T _ D e l t a F au c e t H e a d q u a r t e r s E x p a n s i o n _ 0 8 0 4 2 0 1 5 _ R S T R 1 4 _ e s m i t h .r v t S114 FOURTH FLOOR FRAMING PLAN DELTA FAUCET HEADQUARTERS EXPANSION JMK EMS 10/02/2015 2014.00789 55 EAST 111TH STREET INDIANAPOLIS, IN 46280 BID PACKAGE 3 1/8" = 1'-0" S114 1 4TH FLOOR FRAMING PLAN No. Date Description 4 10/02/15 BID PACKAGE #3 - ADD 1 OPNG 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA BB CC DD EE FF GG HH JJ A.4 A.4 6' - 6 " 18 ' - 0 " 27 ' - 6 " 14 ' - 0 " 7' - 0 " 14 ' - 0 " 12 ' - 9 1 / 8 " 8' - 2 7 / 8 " 20 ' - 0 " 15 8 ' - 5 " 10' - 0" 22' - 2" 11' - 4" 20' - 0" 11' - 4" 12' - 2" 10' - 0" D1 2/S600 3/ S 6 0 0 1/ S 6 0 0 W1 8 X 3 5 W1 6 X 3 1 W 1 6 X 2 6 W 1 6 X 2 6 W1 6 X 3 1 W1 8 X 3 5 W1 6 X 2 6 W1 6 X 3 1 W1 4 X 2 2 W 1 4 X 2 2 W1 4 X 2 2 W 1 4 X 2 2 W1 8 X 3 5 W1 2 X 1 9 W1 6 X 3 1 W1 4 X 2 2 W 1 4 X 2 2 W1 4 X 2 2 W 1 4 X 2 2 W2 1 X 4 4 W1 2 X 1 9 W1 8 X 4 0 W1 4 X 2 2 W1 4 X 2 2 W1 4 X 2 2 W1 4 X 2 2 W1 6 X 2 6 W1 4 X 2 2 W1 4 X 2 2 W 1 4 X 2 2 W1 4 X 2 2 W16X26 W16X26 W16X26 W16X26 W12X19 W14X22 W12X19 W14X22 W14X22 W12X19 W14X22 W14X22 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W14X22 W12X19 W14X22 W14X22 W14X22 W18X35 W14X22 W14X22 W14X22 W16X26 W16X26 W16X26 W16X26 W16X26 W16X26 W16X26 W16X26 W16X26 W16X26 W14X22 W14X22 W14X22 W14X22 W14X22 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W14X22 W14X22 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W14X22 W12X19 W14X22 W12X19 W12X19 W12X19 W12X19 W14X22 W12X19 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W12X19 W12X19 W14X22 W14X22 W14X22 W12X19 W12X19 W12X19 W14X22 W12X19 W14X22 W14X22 W14X22 W14X22 W12X19 W12X19 W12X19 W18X35 W14X22 W14X22 W14X22 W21X48 W14X22 W14X22 W1 6 X 3 1 W1 6 X 2 6 W 1 6 X 2 6 W 1 6 X 2 6 W1 6 X 2 6 W14X22 W18X35 W14X22 W18X35 W1 4 X 2 2 W2 4 X 8 4 W14X22 W14X22 W12X19 W12X19 W14X22 W16X26 W12X19 W14X22 W12X19 W16X26 W12X19 W12X19 W14X22 W14X22 W12X19 W16X26 W14X22 W12X19 W12X19 W16X26 W12X19 W14X22 W12X19 W16X26 W12X19 W12X19 W14X22 W14X22 W14X22 W12X19 W14X22 W14X22 W14X22 W14X22 W1 4 X 2 2 W1 4 X 2 2 W12X19 W12X19 W1 2 X 1 9 W1 2 X 1 9 W14X22 4/S600 T/STL = 157'-0" T/STL = 156'-0" T/STL = 156'-0" T/STL = 157'-0" SLOPES FLAT W/ TAPERED INSULATION SLOPES W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 F.6 F.6 97' - 0" 30 ' - 5 " 3' - 8 1 / 2 " 1' - 0 " E O D 1' - 0" EOD 1' - 0 " E O D 1' - 0" EOD 1' - 0" EOD 1' - 0 " E O D 1' - 0 " E O D 1' - 0" EOD 1' - 0 " E O D 1' - 0" EOD 1' - 0 " E O D 1' - 0" EOD 1' - 0 " E O D 1' - 0" EOD 5 S420 4 S420 5 S420 4 S420 4 S420 5 S420 5 S420 4 S420 5 S420 4 S420 5 S420 4 S420 5 S420 4 S420 1' - 0" EOD 3 S P A @ 6 ' - 0 " 5 S P A @ 5 ' - 6 " 4 S P A @ 5 ' - 3 " 3 S P A @ 4 ' - 8 " 4 S P A @ 5 ' - 3 " 4 S P A @ 5 ' - 0 " 5 S P A @ 6 ' - 1 " 4 S P A @ 4 ' - 1 1 " 2 S P A @ 3 ' - 9 3 / 4 " 3 S P A @ 4 ' - 8 " 2 S P A @ 3 ' - 6 " 6" E O D 4" EOD 4 1 / 2 " E O D 8" 6" EOD 10' - 8" 19 ' - 1 0 1 / 2 " 7' - 7 1 / 2 " 14 ' - 0 " 7' - 0 " W1 4 X 2 2 T/ S T L 15 6 ' - 9 1 / 4 " W1 8 X 3 5 T/ S T L 15 6 ' - 8 3 / 8 " W1 8 X 3 5 T/ S T L 15 6 ' - 9 1 / 4 " W1 6 X 3 1 T/ S T L 15 6 ' - 8 1 / 8 " T/STL = 156'-3" T/STL = 156'-4" BR A C E 3 BRACE 4 BR A C E 1 BRACE 2 RD RTU 3 RTU 2 RTU 1 8 S420 9 S420 5 S400 SIM 8 S420 9 S420 3" E O D 6" E O D 9 S420 8 S420 W1 2 X 1 9 W1 2 X 1 9 W12X19 W12X19 6" E O D 6" EOD 6" E O D 6" EOD 2' - 3 1 / 8 " 2' - 1 1 7 / 8 " Z1 Z1 Z2 Z1 Z2 Z2 Z1 Z1 Z1 Z1 Z2 Z3 Z3 Z3 Z2 Z1 Z1 Z1 Z1 Z1 Z2 Z2 Z2 Z3 Z3 Z2 25K 16K 11K 22K 7K 10K 14K 14K 10K 17K 10K 15K 22K 25K 7K 29K NOTE 9 W14X22 W1 4 X 2 2 W1 4 X 2 2 RTU 4 W1 0 X 1 2 W 1 0 X 1 2 W12X19 W14X22 W12X19 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W10X12W10X12 W1 0 X 1 2 W10X12 W10X12 W1 2 X 1 9 NOTE 9 NOTE 9 11' - 0" 3' - 10" 3' - 10" 3' - 2 1 / 4 " NOTE 9 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 RD RD RD RD RD RD RD W1 4 X 2 2 W10X12 W10X12 8" E O D 8" E O D 8" EOD 4 4' - 8 1/2" 4' - 6 1 / 8 " 1' - 8 1 / 8 " GENERAL PLAN NOTES: 1. TOP OF STEEL (T/STL) ELEVATION PER PLAN. 2. REFER TO STRUCTURAL GENERAL NOTES, LEGEND, SCHEDULES, TYPICAL DETAILS, AND SPECIAL INSPECTION REQUIREMENTS FOR ADDITIONAL INFORMATION. 3. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND DIMENSIONS. 4. SEE SHEET S600 AND S601 FOR BRACE ELEVATIONS. 5. PROVIDE FRAME FOR ROOF HATCH PER 1/S420. REFER TO ARCHITECTURAL DRAWINGS FOR FURTHER INFORMATION. 6. PROVIDE FRAMES FOR RTU SUPPORT PER 2/S420, UNO. COORDINATE EXACT SIZES AND LOCATIONS WITH MECHANICAL CONTRACTOR. 7. PROVIDE FRAMES FOR ROOF OPENINGS PER 1/S420, UNO. COORDINATE EXACT SIZES AND LOCATIONS WITH MECHANICAL CONTRACTOR. 8. BEAMS SUPPORTING RTU ARE DESIGNED FOR LOADS FROM MECHANICAL UNITS. STEEL FABRICATOR SHALL COORDINATE DIMENSIONS OF FRAMING MEMBERS WITH MECHANICAL CONTRACTOR PRIOR TO FABRICATION TO ALIGN WITH MECHANICAL UNIT MANUFACTURER DESIGN SUPPORT POINTS. 9. PROVIDE L2X2X1/4 BRIDGING EACH SIDE OF BEAM. 10. SEE S700 FOR FACADE CONNECTION TYPE AS REFERENCED ON PLAN 11. PROVIDE DECK SUPPORT AT COLUMNS PER 3/S401, TYP. N Z# 6 6 7 7 8 8 BB CC 3/ S 6 0 0 D1 W1 4 X 2 2 W1 4 X 2 2 W12X19 W12X19 W12X19 3' - 8 7 / 1 6 " 23 ' - 9 9 / 1 6 " HSS6X6X3/8 HSS6X6X3/8 HSS6X6X3/8 W12X19 W12X19 12' - 2" 10' - 0" 8" 1/S601 2/ S 6 0 1 3/S601 4 S P A @ 6 ' - 0 " 8 S420 9 S420 3" EOD, TYP 8 S420 9 S420 GENERAL PLAN NOTES: 1. TOP OF STEEL (T/STL) ELEVATION = 167'-0". 2. REFER TO STRUCTURAL GENERAL NOTES, LEGEND, SCHEDULES, TYPICAL DETAILS, AND SPECIAL INSPECTION REQUIREMENTS FOR ADDITIONAL INFORMATION. 3. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND DIMENSIONS. 4. SEE SHEET S600 AND S601 FOR BRACE ELEVATIONS. 5. PROVIDE BASE PLATE TYPE "BP8" AT ALL COLUMNS. SEE BASEPLATE SCHEDULE. REFERENCE SECTION 6/S501. N 4 4 5 5 FF F.6 F.6 W14X22 W14X22 W1 2 X 1 4 W1 2 X 1 4 6' - 4 1 / 2 " 6' - 4 1 / 2 " 20' - 0" EOD 6" E O D 1 ' - 7 1 /2 " D 1 W 1 2 X 1 4 W 1 2 X 1 4 W10X12 W12X19 W10X12 EOD 6" E O D 1 ' - 0 " 1 2 ' - 9 1 /4 " HOIST BEAM SUPPLIED AND LOADED BY ELEVATOR SUPLIER, INSTALLED BY STRCUTURAL STEEL ERECTOR. COORDINATE SIZE, LOCATION, ELEVATIONK AND CONNECTION PRIOR TO FABRICATION. 5 S420 5 S420 4 S420 4 S420 GENERAL PLAN NOTES: 1. TOP OF STEEL (T/STL) ELEVATION = 162'-0", UNO. 2. REFER TO STRUCTURAL GENERAL NOTES, LEGEND, SCHEDULES, TYPICAL DETAILS, AND SPECIAL INSPECTION REQUIREMENTS FOR ADDITIONAL INFORMATION. 3. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND DIMENSIONS. N Date Drawn By: Checked By: Project Number: Project Name Sheet Title Sheet Number Revisions Seal Signature This drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requirements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation. © Copyright 2015 Architura Corporation Architura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 10 / 2 / 2 0 1 5 3 : 3 9 : 4 1 P M C: \ R e v i t \ R e v i t S t r u c t u r e 2 0 1 4 \ 2 0 1 4 . 0 0 7 8 9 _ S T _ D e l t a F au c e t H e a d q u a r t e r s E x p a n s i o n _ 0 8 0 4 2 0 1 5 _ R S T R 1 4 _ e s m i t h .r v t S115 ROOF AND HIGH ROOF FRAMING PLAN DELTA FAUCET HEADQUARTERS EXPANSION JMK EMS 10/02/2015 2014.00789 55 EAST 111TH STREET INDIANAPOLIS, IN 46280 BID PACKAGE 3 1/8" = 1'-0" S115 1 ROOF FRAMING PLAN 1/8" = 1'-0" S115 3 HIGH ROOF FRAMING PLAN No. Date Description 4 10/02/15 BID PACKAGE #3 - ADD 1 1/8" = 1'-0" S115 2 ELEVATOR SHAFT ROOF POP-UP FRAMING PLAN R 1 2 2 ' - 0 " R 1 2 8 ' - 0 " 2 2 3 4 5 6 AA A.4 A.4 R1 R1 R2 R2 R10 R11 R12 R13 2 S116 BB AA 4.3 4.7 11' - 4" 6' - 3" 7' - 6" 6' - 3" 11' - 4" 20 ' - 0 " 1' - 0 " 6' - 6 " 5' - 6 " 4 S P A @ 5 ' - 0 " 5' - 4 " W1 6 X 2 6 W1 6 X 2 6 W10X12 W10X12 W10X12 W10X12 W10X12 W10X12 W10X12 W 1 4 X 2 2 W 1 4 X 2 2 W 1 4 X 2 2 W 1 4 X 2 2 H S S 8 X 6 X 3 /1 6 HSS8X6X3/16 HSS8X6X3/16 7 S420 7 S420 D1 5 S420 5 S420 4 S420 1' - 6 " E J 2 " 6 " E O D 6" EOD 6" EOD 6 " E O D 5.25° 9 .3 8 ° 5 .3 9 ° . 56'-3 1/2" 1 5 5 '-1 1 /4 " . F A C E O F F A C A D E T/STL THIS LINE = 117'-1 1/2" T/STL THIS LINE = 114'-2" HSS8X6X3/16 CONTRACTOR NOTE: ALL STEEL FOR FRONT CANOPY SHALL BE AESS STEEL. SEE GENERAL NOTES AND PROJECT SPECIFICATIONS FOR FINISH DETAILING REQUIREMENTS GLASS PANEL PER ARCH. REFER TO ARCH DRAWINGS FOR PANEL TYPE AND EXTENTS. 4 S420 GENERAL PLAN NOTES: 1. TOP OF STEEL (T/STL) ELEVATION = 111'-6", UNO. 2. REFER TO STRUCTURAL GENERAL NOTES, LEGEND, SCHEDULES, TYPICAL DETAILS, AND SPECIAL INSPECTION REQUIREMENTS FOR ADDITIONAL INFORMATION. 3. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND DIMENSIONS. 4. ALL STEEL AT DRIVE UP CANOPY TO BE SHOP PRIMED AND PAINTED. REFER TO ARCHITECTURAL SPECIFICATION FOR MORE INFORMATION. N Level 01 100' - 0" R1 R2 T/STL 117' - 1 1/2" T/STL 114' - 2" 2' - 1 3/4" 6' - 0" 7' - 3 1/2" 3 3 /4 " 1' - 2 1/2" 4' - 0 1/2" 4' - 1" 4' - 0 3/4" 2' - 3" COPE 1' - 2 3/4" CONTRACTOR NOTE: ALL STEEL FOR FRONT CANOPY SHALL BE AESS STEEL. SEE GENERAL NOTES AND PROJECT SPECIFICATIONS FOR FINISH DETAILING REQUIREMENTS. 3/4" CAP PLATE W/ (4)-3/4" DIA BOLTS, TYP 3/8" STIFFENER PLATE, TYP Date Drawn By: Checked By: Project Number: Project Name Sheet Title Sheet Number Revisions Seal Signature This drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requirements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation. © Copyright 2015 Architura Corporation Architura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 10 / 2 / 2 0 1 5 3 : 3 9 : 4 4 P M C: \ R e v i t \ R e v i t S t r u c t u r e 2 0 1 4 \ 2 0 1 4 . 0 0 7 8 9 _ S T _ D e l t a F au c e t H e a d q u a r t e r s E x p a n s i o n _ 0 8 0 4 2 0 1 5 _ R S T R 1 4 _ e s m i t h .r v t S116 CANOPY FRAMING PLAN AND ELEVATIONS DELTA FAUCET HEADQUARTERS EXPANSION JMK EMS 10/02/2015 2014.00789 55 EAST 111TH STREET INDIANAPOLIS, IN 46280 BID PACKAGE 3 No. Date Description 1/4" = 1'-0" S116 1 FRONT CANOPY FRAMING PLAN 1/2" = 1'-0" S116 2 CANOPY FRAMING ELEVATION 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA BB CC DD EE FF GG HH II JJ 0.5 0.5 F.6 F.6 27 ' - 6 " 14 ' - 0 " 7' - 0 " 14 ' - 0 " 12 ' - 9 1 / 8 " 8' - 2 7 / 8 " 20 ' - 0 " 22 ' - 5 " 8' - 0 " 15 8 ' - 5 " 10' - 0" 22' - 2" 11' - 4" 20' - 0" 11' - 4" 12' - 2" 10' - 0" 97' - 0" 10 " 8" 11' - 0" 10 " 8" 1' - 4" RTU 3 RTU 2 RTU 1 RTU 4 8" 10 ' - 0 " 8" HS S 8 X 8 X 1 / 4 ( H I G H ) HS S 8 X 8 X 1 / 4 ( L O W ) 8" 11' - 0" 6' - 4 1 / 4 " HS S 8 X 8 X 1 / 4 ( H I G H ) HS S 8 X 8 X 1 / 4 ( L O W ) HS S 8 X 8 X 1 / 4 ( H I G H ) HS S 8 X 8 X 1 / 4 ( L O W ) HS S 8 X 8 X 1 / 4 ( H I G H ) HS S 8 X 8 X 1 / 4 ( L O W ) HS S 8 X 8 X 1 / 4 ( H I G H ) HS S 8 X 8 X 1 / 4 ( L O W ) HSS8X8X1/4 (HIGH) HSS8X8X1/4 (LOW) HSS8X8X1/4 (HIGH) HSS8X8X1/4 (LOW) HSS8X8X1/4 (HIGH) HSS8X8X1/4 (LOW) HSS8X8X1/4 (HIGH) HSS8X8X1/4 (LOW) HS S 8 X 8 X 1 / 4 (H I G H ) HS S 8 X 8 X 1 / 4 (L O W ) HSS8X8X1/4 (HIGH) HSS8X8X1/4 (LOW) HS S 8 X 8 X 1 / 4 ( H I G H ) HS S 8 X 8 X 1 / 4 ( L O W ) HS S 8 X 8 X 1 / 4 ( H I G H ) HS S 8 X 8 X 1 / 4 ( L O W ) HS S 8 X 8 X 1 / 4 ( H I G H ) HS S 8 X 8 X 1 / 4 ( L O W ) HS S 8 X 8 X 1 / 4 (H I G H ) HS S 8 X 8 X 1 / 4 (L O W ) HSS8X8X1/4 (HIGH) HSS8X8X1/4 (LOW) HSS8X8X1/4 (HIGH) HSS8X8X1/4 (LOW) HSS8X8X1/4 (HIGH) HSS8X8X1/4 (LOW) HSS8X8X1/4 (HIGH) HSS8X8X1/4 (LOW) HSS8X8X1/4 (HIGH) HSS8X8X1/4 (LOW) GENERAL PLAN NOTES: 1. TOP OF STEEL (T/STL) ELEVATION FOR UPPER LEVEL OF HORIZONTAL SCREEN WALL FRAMING = 167'-0", UNO. 2. TOP OF STEEL (T/STL) ELEVATION FOR LOWER LEVEL OF HORIZONTAL SCREEN WALL FRAMING = 160'-8", UNO. 3. REFER TO STRUCTURAL GENERAL NOTES, LEGEND, SCHEDULES, TYPICAL DETAILS, AND SPECIAL INSPECTION REQUIREMENTS FOR ADDITIONAL INFORMATION. 4. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND DIMENSIONS. 5. ALL EXPOSED COLUMNS AND SCREEN WALL TUBES SHALL BE HOT-DIP GALVANIZED, UNO. N Date Drawn By: Checked By: Project Number: Project Name Sheet Title Sheet Number Revisions Seal Signature This drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requirements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation. © Copyright 2015 Architura Corporation Architura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 10 / 2 / 2 0 1 5 3 : 3 9 : 4 6 P M C: \ R e v i t \ R e v i t S t r u c t u r e 2 0 1 4 \ 2 0 1 4 . 0 0 7 8 9 _ S T _ D e l t a F au c e t H e a d q u a r t e r s E x p a n s i o n _ 0 8 0 4 2 0 1 5 _ R S T R 1 4 _ e s m i t h .r v t S117 SCREEN WALL FRAMING PLAN DELTA FAUCET HEADQUARTERS EXPANSION JMK EMS 10/02/2015 2014.00789 55 EAST 111TH STREET INDIANAPOLIS, IN 46280 BID PACKAGE 3 No. Date Description 1/8" = 1'-0" S117 1 SCREEN WALL FRAMING PLAN 1 2 1 2 1 2 1 2 1 1 1 1 COAT OR WRAP DOWEL TO PREVENT BOND -OR- PROVIDE POCKET FORMER FOR DIAMOND PLATE SMOOTH DOWEL BAR OR DIAMOND PLATE PER TABLE NOTE : DO NOT MIX DOWEL TYPES ON SAME SLAB. CONTROL JOINT CONSTRUCTION JOINT SLAB DEPTH (IN) DOWEL SIZE AND SPACING 4 DOWEL BAR DIAMETER (IN) TOTAL BAR LENGTH (IN) BAR SPACING (CTR. - CTR.) (IN) 3/4 16 24 SLAB ON GRADE PER PLAN SLAB ON GRADE PER PLAN DIAMOND PLATE SIZE (IN) N/A DIAMOND PLATE SPACING (CTR - CTR) N/A 1/4" (+/-) SAWED JOINT S E E P L A N D 1/4 DEPTH CONCRETE INFILL CONCRETE INFILL CONCRETE INFILL CONCRETE INFILL CONCRETE INFILL CONCRETE INFILL 1/2" EXP JT MATERIAL CONTROL JOINT, TYP COLUMN PER PLAN EDGE OF SLAB 1/2" EXP JT MATERIAL EDGE OF SLAB EDGE OF SLAB COLUMN PER PLAN 1/2" EXP JT MATERIAL CONTROL JOINT, TYP COLUMN PER PLAN 1/2" EXP JT MATERIAL NOTE 3 EDGE OF SLAB COLUMN PER PLAN EDGE OF SLAB EDGE OF SLAB NOTE 3 NOTES: 1. FOR COLUMNS PLACED AFTER SLAB-ON-GRADE, SIZE ISOLATION JOINT AS REQUIRED TO ALLOW FOR BASE PLATE INSTALLATION AND TIGHTENING OF ANCHOR RODS. 2. FOR COLUMNS PLACED BEFORE SLAB-ON-GRADE, SIZE ISOLATION JOINT AS REQUIRED TO PROVIDE 3" MINIMUM COVER BETWEEN COLUMN AND ISOLATION JOINT, AND TO LOCATE ALL COLUMN ANCHOR RODS WITHIN ISOLATION JOINT. 3. FOR CIRCULAR ISOLATION JOINTS AT PERIMETER AND CORNERS, ANGLE OF INTERSECTION BETWEEN JOINT AND WALL TO BE A MINIMUM OF 90 DEGREES TO PREVENT RETURN OF SLAB BEHIND CIRCULAR ISOLATION JOINT. INTERIOR PERIMETER CORNER OR OR OR JOINT SEALANT 1/2" EXPANSION JOINT MATERIAL VERTICAL FACE OR TRANSITION UNIFORMLY SLOPED BASE BENCHED BASE NOTES : 1. SEE PLAN FOR STEP LOCATIONS AND ELEVATIONS. 2. MAXIMUM SINGLE STEP HEIGHT = 4'-0". 3. USE BENCHED BASE STEPPED FOOTING WHEN TOTAL ELEVATION CHANGE "H" EXCEEDS 4'-0". FOOTING PER PLAN CONT BARS CONT BARS CONT BARS CONT BARS FOOTING PER PLAN MIN BARS CONT SPLICE LAP 2H2 (MAX) 2H 1'-0" MIN 2H1 EQ EQ 2H2 1'-0" MIN SPLICE LAP T/FTG PER PLAN T/FTG PER PLAN T/FTG PER PLAN H2 H1 H T/FTG PER PLAN T/FTG PER PLAN T/FTG PER PLAN H2 H1 H SPLICE LAP SPLICE LAP BARS CONT SPLICE LAP BARS CONT SPLICE LAP OPENING PER PLAN WALL PER PLAN #4 BAR x (OPENING + 3'-0") AT SLAB MID-DEPTH (1) #4 BAR x 2'-6" AT SLAB MID-DEPTH (1) #4 BAR x 2'-6" AT SLAB MID-DEPTH ADDITIONAL REINFORCEMENT NOT REQUIRED AT CJ CJ WALL OPENINGS RE-ENTRANT CORNERS ADDITIONAL REINFORCING NOT REQUIRED AT CJ E Q E Q 2 1 / 2 " C L R CONTROL JOINT CONSTRUCTION JOINT FORMED RECESS, TYP. RECESSES AT FRONT AND BACK MUST ALIGN. FORMED RECESS, TYP. NOTES: 1. INSTALL CONTROL OR CONSTRUCTION JOINTS AT 25'-0" OC MAX AND WITHIN 12'-6" MAX OF WALL CORNERS, UNO 3/4" 3/4" 3/ 4 " 3/4" 3/4" 3/ 4 " SELF-EXPANDING STRIP WATERSTOP CONTINUOUS FROM TOP OF FOOTING UP TO 3" BELOW TOP OF CONCRETE WALL.(VOLCLAY RX101 OR ENGINEER APPROVED SUBSTITUTE - SEE SPECIFICATIONS) 2" SPLICE CHART LAP PER STD 90 DEG HOOK, TYP STD 90 DEG HOOK TYP NOTE : APPLY UNLESS SPECIFICALLY SHOWN OTHERWISE ON PLANS. 0" T Y P 0" TYP SEE LAP SPLICE CHARTS SE E L A P S P L I C E C H A R T S SE E L A P S P L I C E C H A R T S GRANULAR FILL WATERPROOFING (SEE SPECS), TYP #5 @ 12" OC EW CONTRACTOR NOTE: BRACE TRENCH WALLS UNTIL FLOOR SLAB IS CAST AND HAS ATTAINED ITS 28-DAY COMPRESSIVE STRENGTH #5 @ 12" OC EW AT MID-DEPTH SELF EXPANDING STRIP WATERSTOP #5 @ 12" OC HOOKED DOWELS, TYP 8" UN O 8" TYP 6" 1' - 0 " 2" CLR T/SLAB PER PLAN 2'-0" 2' - 0 " #4 @ 12" OC, TYP #5 @ 12" OC, TYP SELF EXPANDING STRIP WATERSTOP 2" CLR SELF EXPANDING STRIP WATERSTOP SELF EXPANDING STRIP WATERSTOP PER PLAN . VA R I E S P E R P L A N PROVIDE THE FOLLOWING WHEN COVER GRATING IS REQUIRED: L1-1/4x1-1/4x1/4 WITH 1/8"x1"x STRAP ANCHORS @ 1'-0" OC (MINIMUM OF 2 PER ANGLE) TYPICAL AT SLAB EDGES AT TRENCH PIT. 6" 1" FIBERGLASS GRATING NOTES : 1. SET FLOOR DRAIN PRIOR TO CONCRETE PLACEMENT. 2. COORDINATE LOCATION WITH PLUMBING CONTRACTOR. FOR BIDDING PURPOSES ALLOW FOR (2) 6" DIA, (5) 4" DIA, AND (3) 2" DIA DRAINS. (1) #5 x 4'-0" (4 SIDES) FLOOR DRAIN 2' - 0" 4' - 0" 6' - 0" 6" 6" 2' - 6 " STEEL STAIR BY OTHERS - SEE CIVIL DRAWINGS 6" CONCRETE SLAB #3 @ 8" OC EACH WAY . .ANCHOR PER STAIR MANUFACTURER'S REQUIREMENTS NOTE: COORDINATE REQUIRED LANDING WIDTH WITH CIVIL DRAWINGS 3/4" CHAMFER, TYPICAL OPEN 2' - 0 " T Y P 2" CLR, TYP (1) #5, TYP AT EA LAYER OF REINF NOTE 1 OPEN Lt 2" CLR, TYP GREATER OF 1/2 INTERRUPTED BARS EA FACE OR (2) #5 MIN EA FACE, SPACE AT 3" OC, TYP NOTE 1 SMALL OPENING LARGE OPENING NOTES : 1. PROVIDE STANDARD HOOK WHEN EDGE OF WALL IS WITHIN 2'-0" OF OPENING. 2. VERIFY ALL OPENINGS ( INCLUDING PIPING/ CONDUIT PENETRATIONS) NOT SHOWN ON STRUCTURAL DRAWINGS WITH THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. 3. SEE PLANS AND DETAILS FOR REQUIRED WALL REINFORCEMENT. ADD (1) #5 X 4'-6" DIAGONAL EA LAYER OF REINF NOTE 3, TYP (2'-0" x 2'-0" MAX) (LARGER THAN 2'-0" x 2'-0", UNO) NOTE 3, TYP GRANULAR DRAINAGE FILL PER GEOTECH REPORT SLAB ON GRADE PER PLAN SITE SOILS TO REMAIN FILTER FABRIC 8" 1' - 8 " 1' - 0" 1' - 0" LOCATE PER PLAN 3" NOTE: PROVIDE 6-INCH DIAMETER PERFORATED PVC DRAIN PIPE CONFORMING TO ASTM F949 AND ASTM F794 (CONTECH A2000 OR EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER). INSTALL PIPE CENTERED IN TRENCH WIDTH W ITH PERFORATIONS ORIENTATED TOWARD THE BOTTOM OF THE TRENCH. CONNECT TO PERMANENT DEWATERING/DRAINAGE SYSTEM PER PLUMBING AND CIVIL DRAWINGS. DRAIN PIPE, TYP SEAL VOID WITH PERMANENT COMPRESSIBLE FILLER PROVIDE (2) #5 x 4'-0" AT PENETRATION, CENTERED 6" M I N WALL FOOTING PER PLAN 1' - 6 " M I N 1' - 6" 1' - 6" SLEEVE FOR PIPE, 2" DIA LARGER THAN PIPE, CENTERED PROVIDE ADDITIONAL REINF TO MATCH WALL FOOTING REINF (LAP 24") 3" C L R OF PIPE NOTES : 1. SEE PLUMBING DRAWINGS FOR LOCATION AND SIZE OF PENETRATIONS. 2. DETAIL SHOWN IS FOR MAXIMUM OF 12" DIA PIPE. FOR LARGER SIZE, CONTACT STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. 2" C L R , T Y P T/FTG PER PLAN 1 1 1 OF PIPE PENETRATION THROUGH FOOTING SEAL VOID WITH PERMANENT COMPRESSIBLE FILLER SLEEVE FOR PIPE, 2" DIA LARGER THAN PIPE, CENTERED T/FTG PER PLAN 1' - 6" 1' - 6" PENETRATION BELOW FOOTING LEAN CONCRETE OR FLOWABLE FILL, SAME WIDTH AS FOOTING 6" , M I N 6" , M I N WALL FOOTING PER PLAN 1 FOOTING PER PLAN T/SLAB PER PLAN T/FTG PER PLAN B/FTG PER PLAN B/EXCAVATION PER GEOTECH GRANULAR FILL BELOW SLAB PER PLAN SLAB PER PLAN SITE SOILS TO REMAIN ENGINEERED FILL BELOW FOUNDATION MIN 6" MIN 6" BACKFILL WITH APPROVED SOILS CONTRACTOR NOTE: THIS DETAIL APPLIES WHEN UNSUITABLE SOILS ARE ENCOUNTERED BENEATH A FOUNDATION LOCATION. GEOTECHNICAL TESTING AGENCY SHALL REVIEW ALL FOUNDATION BEARING CONDITIONS FOR SUITABILITY PRIOR TO FOUNDATION PLACEMENT. CONSTRUCTION JOINT SINGLE POUR SLAB ON GRADE PER PLAN CONSTRUCTION JOINT 3/4" DIA x 16" SMOOTH DOWELS @ 24" OC SLAB-ON-GRADE PER PLAN PL A N SE E 10" MIN RE C E S S P E R P L A N PL A N SE E RE C E S S P E R P L A N 6" MIN T/SLAB PER PLAN T/SLAB PER PLAN #5 @ 12" OC EW AT MID-DEPTH CONTRACTOR NOTE: BRACE TRENCH WALLS UNTIL FLOOR SLAB IS CAST AND HAS ATTAINED ITS 28-DAY COMPRESSIVE STRENGTH #5 @ 12" OC HOOKED DOWELS, TYP T/SLAB PER PLAN 2'-0" 2' - 0 " #4 @ 12" OC, TYP #5 @ 12" OC, TYP SELF EXPANDING STRIP WATERSTOP 2" CLR SELF EXPANDING STRIP WATERSTOP PER PLAN . VA R I E S P E R P L A N FIBERGLASS GRATING CONTINUOUS L2X2X1/4 (SS) ANCHOR WITH 1/2" DIA (SS) X 6" @ 24" OC DRILL AND EPOXY (EMBED = 4") CONTINUOUS SELF EXPANDING STRIP WATERSTOP #5 @ 12" OC DOWEL DRILL AND EPOXY (EMBED = 6") 1' - 0 " WATERPROOFING (SEE SPECS), TYP BASEMENT WALL PER PLAN 8" PROVIDE THE FOLLOWING WHEN COVER GRATING IS REQUIRED: L1-1/4x1-1/4x1/4 WITH 1/8"x1"x STRAP ANCHORS @ 1'-0" OC (MINIMUM OF 2 PER ANGLE) TYPICAL AT SLAB EDGES AT TRENCH PIT. 6" 1" Date Drawn By: Checked By: Project Number: Project Name Sheet Title Sheet Number Revisions Seal Signature This drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requirements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation. © Copyright 2015 Architura Corporation Architura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 10 / 5 / 2 0 1 5 3 : 2 7 : 2 1 P M C: \ R e v i t \ R e v i t S t r u c t u r e 2 0 1 4 \ 2 0 1 4 . 0 0 7 8 9 _ S T _ D e l t a F au c e t H e a d q u a r t e r s E x p a n s i o n _ 0 8 0 4 2 0 1 5 _ R S T R 1 4 _ e s m i t h .r v t S300 FOUNDATION SECTIONS AND DETAILS DELTA FAUCET HEADQUARTERS EXPANSION JMK EMS 10/05/2015 2014.00789 55 EAST 111TH STREET INDIANAPOLIS, IN 46280 BID PACKAGE 2 3/4" = 1'-0" S300 1 TYPICAL SLAB ON GRADE JOINTS 3/4" = 1'-0" S300 2 TYPICAL COLUMN ISOLATION JOINT DETAILS 1 1/2" = 1'-0" S300 4 TYPICAL SOG ISOLATION JOINT 3/4" = 1'-0" S300 6 TYPICAL STEPPED FOOTING 3/4" = 1'-0" S300 3 TYPICAL ADDITIONAL SLAB REINFORCEMENT AT RE-ENTRANT CORNERS 3/4" = 1'-0" S300 5 TYPICAL CONCRETE WALL JOINTS 3/4" = 1'-0" S300 7 TYPICAL WALL CORNER DETAILS 3/4" = 1'-0" S300 8 TYPICAL INTERIOR TRENCH 1 1/2" = 1'-0" S300 14 TYPICAL FLOOR DRAIN DETAIL (SOG) 3/4" = 1'-0" S300 12 TYPICAL STAIR LANDING DETAIL 3/4" = 1'-0" S300 13 TYPICAL CONCRETE WALL OPENING DETAIL 3/4" = 1'-0" S300 15 TYPICAL SLAB UNDER DRAIN 1/2" = 1'-0" S300 10 TYPICAL FOOTING DETAIL AT PIPE PENETRATION 1/2" = 1'-0" S300 11 TYPICAL OVER EXCAVATED FOUNDATION 3/4" = 1'-0" S300 9 TYPICAL SLAB RECESS 3/4" = 1'-0" S300 16 TRENCH AT WALL No. Date Description 12 TI E S AD D L 3" 3" 3" PI E R S C H E D U L E TI E S P E R FTG PER PLAN REINFORCING PER FOOTING SCHEDULE STD HOOK REINFORCING PER PIER SCHEDULE PIER PER PLAN ANCHOR RODS PER COLUMN SCHEDULE ISOLATION JOINT PER PLAN CONCRETE INFILL COLUMN PER SCHEDULE BASE PLATE PER SCHEDULE CO L U M N SC H E D U L E SLAB PER PLAN LE N G T H P E R EM B E D M E N T T/SLAB PER PLAN T/PIER PER PLAN T/FTG PER PLAN 3" C L R COLUMN & FOOTING FOOTING PER PLAN REINF PER SCHEDULE ANCHOR RODS PER COLUMN SCHEDULE AND COLUMN BASE DETAIL FILL W/ CONCRETE ISOLATION JOINT PER PLAN PE R C O L U M N SC H E D U L E BASE PLATE PER COLUMN SCHEDULE LE N G T H P E R EM B E M E N T T/SLAB PER PLAN T/FTG PER PLAN 3" C L R 2'-0" 2' - 0 " #4 @ 12" OC GRANULAR FILL WATERPROOFING (SEE SPECS) #5 @ 12" OC #5 @ 12" OC EW, T&B CONTRACTOR NOTE: BRACE PIT WALLS UNTIL FLOOR SLAB IS CAST AND HAS ATTAINED ITS 28-DAY COMPRESSIVE STRENGTH #5 @ 12" OC EW, T&B SELF EXPANDING STRIP WATERSTOP #5 @ 12" OC HOOKED DOWELS HOISTWAY 6" 8" 1' - 6 " T/PIT PER PLAN 2" CLR 2" C L R 3" C L R 8" 2'-0" 2' - 0 " #4 @ 12" OC GRANULAR FILL WATERPROOFING (SEE SPECS) #5 @ 12" OC #5 @ 12" OC EW, T&B CONTRACTOR NOTE: BRACE PIT WALLS UNTIL FLOOR SLAB IS CAST AND HAS ATTAINED ITS 28-DAY COMPRESSIVE STRENGTH #5 @ 12" OC EW, T&B SELF EXPANDING STRIP WATERSTOP #5 @ 12" OC HOOKED DOWELS HOISTWAY SILL ANGLE WHERE REQUIRED BY ELEVATOR SUPPLIER 8" U N O 8 " 6" 1 ' - 6 " 2" CLR 3 " C L R T/SLAB PER PLAN T/PIT PER PLAN 2 " C L R #5 BENT BARS @ 8" OC EW MIN 8" (4) CONT BARS, MATCH TYP PIT SLAB REINF SELF EXPANDING STRIP WATERSTOP TYPICAL ELEVATOR PIT WALL .PROVIDE THE FOLLOWING WHEN COVER GRATING IS REQUIRED: L1-1/4x1-1/4x1/4 WITH 1/8"x1"x STRAP ANCHORS @ 1'-0" OC (MINIMUM OF 2 PER ANGLE) TYPICAL AT SLAB EDGES AT SUMP PIT. WHEN SUMP PIT OCCURS AT CORNER OF ELEVATOR PIT AND COVER GRATING IS REQUIRED, PROVIDE SHELF ANGLE L1-1/2x1-1/2x1/4 BOLTED TO CONCRETE WITH 1/4 DIA EXPANSION ANCHORS @ 1'-0" OC (MINIMUM OF 2 BOLTS PER ANGLE) 1-1/2" EMBEDMENT. TYPICAL ELEVATOR PIT SLAB STD 90 DEG HOOK, TYP 1 1 NOTE: DETAIL SHOWN IS FOR MAXIMUM SUMP PIT DEPTH, D, OF 2'-0". FOR DEPTHS GREATER THAN 2'-0", CONTACT STRUCTURAL ENGINEER PRIOR TO FABRICATION OF REINFORCEMENT. VERIFY LOCATION AND DIMENSIONS OF SUMP PIT WITH MECHANICAL CONTRACTOR. D 6" 1" 4 " 4 " 4" TYP FILL W/ CONCRETE 1/2" EXP JOINT MATL SLAB PER PLAN ANCHOR RODS PER COLUMN SCHEDULE AND COLUMN BASE DETAIL. CONCRETE PIER PER PLAN CAST MONOLITHIC WITH PIT WALL WALL LINE (3) ADDL #3 TIES AT 3" OC COLUMN PER PLAN 3 " C L R REINFORCING PER FOOTING SCHEDULE FTG WIDTH PER SCHEDULE SLAB REINF PER ELEVATOR PIT DETAIL 1 2 PIT SLAB T/SLAB PER PLAN T/SLAB PER PLAN T/PIER-EL PER PLAN T/FTG EL PER PLAN 1' - 8" 2 ' - 4 " F T G S T E P EXISTING WALL EXISTING SLAB 1' - 0" WALL FOOTING AND REINFORCING PER PLAN T/FTG PER PLAN (F V ) 1 ' - 6 " 1 1 PROVIDE 1'-0" EMBED INTO EXISTING FOOTING. DRILL AND EPOXY 8 S301 3' - 2" 6" FV L A P S P L I C E SPREAD FOOTING PER PLAN PROVIDE DOWELS AT PIER. SIZE TO MATCH PIER VERTICAL REINFORCING. DRILL AND EPOXY (EMBED = 6"). PER PLAN COLUMN PER PLAN PIER PER PLAN, REINFORCING NOT SHOWN FOR CLARITY DRILL AND EPOXY #4 @ 12" OC DOWELS. (EMBED= 6") CONTINUOUS SELF EXPANDING STRIP WATERSTOP EXISTING WALL 6 " PIER PER PLAN. REINF NOT SHOWN FOR CLARITY 1 ' - 0 " WALL PER PLAN WATERPROOFING PER SPECS (F V ) 1 ' - 2 " #4 X 2'-0" DOWEL @ 12" OC DRILL AND EPOXY INTO EXISTING SLAB (EMBED = 6") EXISTING WALL EXISTING FOOTING EX T/SLAB (FV) SLAB ON GRADE PER PLAN EXISTING SLAB ON GRADE 2'-0" 2 '-0 " #4 @ 12" OC #7 @ 12" OC #5 @ 12" OC EW, T&B CONTRACTOR NOTE: BRACE PIT WALLS UNTIL FLOOR SLAB IS CAST AND HAS ATTAINED ITS 28-DAY COMPRESSIVE STRENGTH #5 @ 12" OC EW, T&B SELF EXPANDING STRIP WATERSTOP #5 @ 12" OC 1' - 0" 1 ' - 0 " T/PIT SLAB 77'-8" 1 1/2" CLR, TYP 3 " C L R 3 " C L R 8 " 1' - 0" T/SLAB PER PLAN SLAB ON GRADE PER PLAN SELF EXPANDING STRIP WATERSTOP 1' - 0" 2" 1 1 /4 " REINFORCING PER 1/S302 REINFORCING PER 1/S302 SLAB ON METAL DECK PER PLAN T/SLAB PER PLAN BRACE WALL DURING CONST. INCLUDING BACKFILL OPERATIONS. BRACES SHALL REMAIN IN PLACE UNTIL ELEVATED FLOOR SLAB HAS REACHED 28 DAY STRENGTH. T/SLAB VARIES T/FTG PER PLAN #4 @ 12" OC TYP UNO 2" CLR PER PLAN 1-1/4"x1/4" GALVANZIED STEEL BAR GRATING WITH 4" CROSS BAR SPACING AND 1-3/16" BAR SPACING. USE MCNICHOLS GHB OR ENGINEER APPROVED EQUAL #7 @ 12" OC #4 @ 12" OC 1' - 0" 1 ' - 0 " T/WALL 100'-0" L4x4x1/4 (GALV) W/ 3/4" DIA x 6" (GALV) HILTI HAS ROD @ 24" OC WITH HILTI HY200 EPOXY (EMBED 6") T/SLAB 93'-0" DRILL AND EPOXY WITH HILTI HY 200 EPOXY INTO FOUNDATION WALL (EMBED 6") #4 @ 12" OC #4 @ 12" OC 3 " C L R L1-1/2x2x1/4 (LLH) (GALV) WITH 1/8"x1"x6" STRAP ANCHORS @ 1'-0" OC (MINIMUM OF 2 PER ANGLE) TYPICAL AT 3 SIDES OF AREA WAY OPENING EXPANDABLE STRIP WATERSTOP OPENING IN WALL PER MEP. REINFORCE AROUND OPENING PER 13/S300. PROVIDE 6" FLOOR DRAIN PER PLUMBING DRAWINGS. Date Drawn By: Checked By: Project Number: Project Name Sheet Title Sheet Number Revisions Seal Signature This drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requirements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation. © Copyright 2015 Architura Corporation Architura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 10 / 5 / 2 0 1 5 3 : 2 7 : 2 4 P M C: \ R e v i t \ R e v i t S t r u c t u r e 2 0 1 4 \ 2 0 1 4 . 0 0 7 8 9 _ S T _ D e l t a F au c e t H e a d q u a r t e r s E x p a n s i o n _ 0 8 0 4 2 0 1 5 _ R S T R 1 4 _ e s m i t h .r v t S301 FOUNDATION SECTIONS AND DETAILS DELTA FAUCET HEADQUARTERS EXPANSION JMK EMS 10/05/2015 2014.00789 55 EAST 111TH STREET INDIANAPOLIS, IN 46280 BID PACKAGE 2 3/4" = 1'-0" S301 1 TYPICAL COLUMN ON PIER 3/4" = 1'-0" S301 2 TYPICAL COLUMN ON FOOTING 3/4" = 1'-0" S301 3 TYPICAL ELEVATOR PIT 3/4" = 1'-0" S301 5 TYPICAL ELEVATOR PIT AT DOOR 3/4" = 1'-0" S301 4 TYPICAL SUMP PIT AT ELEVATOR PIT 3/4" = 1'-0" S301 6 TYPICAL COLUMN AT ELEVATOR PIT 1/2" = 1'-0" S301 7 SECTION 3/4" = 1'-0" S301 8 SECTION 3/4" = 1'-0" S301 9 SECTION 3/4" = 1'-0" S301 10 SECTION AT TANK PIT 3/8" = 1'-0" S301 11 SECTION AT AREA WAY No. Date Description 2 09/04/15 BID PACKAGE #2 - ADD 1 2 SLAB ON METAL DECK PER PLAN T/SLAB PER PLAN BRACE WALL DURING CONST. INCLUDING BACKFILL OPERATIONS. BRACES SHALL REMAIN IN PLACE UNTIL ELEVATED FLOOR SLAB HAS REACHED 28 DAY STRENGTH. FOUNDATION DRAIN WRAPPED WITH FILTER FABRIC SELF-EXPANDING WATERSTOP GRANULAR MATERIAL GRANULAR BACKFILL PER SOILS REPORT WATERPROOFING (SEE SPECS) 1' - 0" T/SLAB VARIES T/FTG PER PLAN 1/2" EXP JOINT MATERIAL #4 @ 12" OC #4 @ 12" OC AT OUTSIDE FACE #7 @ 12" OC AT INSIDE FACE 3" C L R 1 1/2" CLR 2" CLR PRECAST PANEL SHIMS, GROUT AND ANCHORAGE BY PRECAST SUPPLIER 4" BRG, MIN PER PLAN OUTSIDE FACE OF CONCRETE WALL 3" CLR WALL FOOTING PER PLAN HOOKED DOWELS TO MATCH VERT REINF (LAP SPLICE) 1" #4 DOWEL @ 12" OC 2'-0" 2' - 0 " 2X4 FORMED KEY. ALIGN INBOARD TO ALLOW PLACEMENT OF WATERSTOP AS SHOWN. FASTEN DECK TO WALL WITH HILTI 0.157-INCH DIA X-U FASTENERS @12" OC (MINIMUM 1" EMBEDMENT) SLAB ON METAL DECK PER PLAN T/SLAB VARIES T/FTG PER PLAN FOUNDATION DRAIN WRAPPED WITH FILTER FABRIC SELF-EXPANDING WATERSTOP 1/2" EXP JOINT MATERIAL BRACE WALL DURING CONST. INCLUDING BACKFILL OPERATIONS. BRACES SHALL REMAIN IN PLACE UNTIL ELEVATED FLOOR SLAB HAS REACHED 28 DAY STRENGTH. GRANULAR BACKFILL PER SOILS REPORT WATERPROOFING (SEE SPECS) T/PIER PER PLAN T/SLAB PER PLAN PROVIDE L2X2X3/16 DECK SUPPORT ANGLE (WELD TO COLUMN) T/WALL PER PLAN BEAM PER PLAN ANCHOR RODS PER BASE PLATE SCHEDULE AND COLUMN BASE DETAIL FOOTING PER PLAN PIER REINF PER SCHEDULE W/ DOWELS INTO FTG. SIZE AND LOCATION OF DOWELS TO MATCH VERTICAL PIER REINFORCING. WALL BEYOND WALL REINFORCING CONTINUOUS THROUGH PIER, NOT SHOWN FOR CLARITY 3" C L R PRECAST PANEL SHIMS, GROUT AND ANCHORAGE BY PRECAST SUPPLIER OUTSIDE FACE OF CONCRETE WALL 1" PER PLAN 1' - 0" 8 1/2" 3" CLR WALL FOOTING BEYOND PER PLAN L E N G T H L A P S P L I C E DECK SUPPLIER NOTE: PROVIDE FILLER MATERIAL AS REQUIRED TO SUPPORT DECK ON TOP OF CONCRETE WALL AT COLUMN BLOCKOUT. MATCH INSIDE FACE REINFORCING AT COLUMN BLOCKOUTS . FASTEN DECK TO WALL WITH HILTI 0.157-INCH DIA X-U FASTENERS @12" OC (MINIMUM 1" EMBEDMENT) GRANULAR MATERIAL 2" CLR T/WALL 100'-0" BRACE WALL DURING CONST. INCLUDING BACKFILL OPERATIONS. BRACES SHALL REMAIN IN PLACE UNTIL ELEVATED FLOOR SLAB HAS REACHED 28 DAY STRENGTH. FOUNDATION DRAIN WRAPPED WITH FILTER FABRIC SELF-EXPANDING WATERSTOP GRANULAR MATERIAL GRANULAR BACKFILL PER SOILS REPORT WATERPROOFING (SEE SPECS) 1' - 0" T/SLAB VARIES T/FTG PER PLAN 1/2" EXP JOINT MATERIAL #4 @ 12" OC AT OUTSIDE FACE #4 @ 12" OC AT OUTSIDE FACE #7 @ 12" OC AT INSIDE FACE 3 " C L R 1 1/2" CLR 2" CLR OUTSIDE FACE OF CONCRETE WALL PER PLAN REINFORCING PER 1/S302 3" CLR WALL FOOTING PER PLAN PRECAST PANEL SHIMS, GROUT AND ANCHORAGE BY PRECAST SUPPLIER OUTSIDE FACE OF CONCRETE WALL 1" 2X4 FORMED KEY. ALIGN INBOARD TO ALLOW PLACEMENT OF WATERSTOP AS SHOWN. #8 @ 4" OC AT INSIDE FACE BOTTOM 1/2 OF WALL 1 /2 H E I G H T 1 /2 H E I G H T #8 @ 6" OC AT INSIDE FACE TOP 1/2 OF WALL 2 SLAB ON METAL DECK PER PLAN T/SLAB PER PLAN BEAM PER PLAN WITH SHEAR TAB CONN TO EMBED PLATE BRACE WALL DURING CONST. INCLUDING BACKFILL OPERATIONS. BRACES SHALL REMAIN IN PLACE UNTIL ELEVATED FLOOR SLAB HAS REACHED 28 DAY STRENGTH. FOUNDATION DRAIN WRAPPED WITH FILTER FABRIC SELF-EXPANDING WATERSTOP GRANULAR MATERIAL GRANULAR BACKFILL PER SOILS REPORT WATERPROOFING (SEE SPECS) 1' - 0" T/SLAB VARIES T/FTG PER PLAN 1/2" EXP JOINT MATERIAL 3 " C L R 1 1/2" CLR 2" CLR REINFORCING PER 1/S302 REINFORCING AT OUTSIDE FACE PER 1/S302 REINFORCING AT INSIDE FACE PER 1/S302 PRECAST PANEL SHIMS, GROUT AND ANCHORAGE BY PRECAST SUPPLIER OUTSIDE FACE OF CONCRETE WALL PER PLAN 1" #4 DOWEL @ 12" OC 2'-0" 2 '-0 " 3" CLR WALL FOOTING PER PLAN REINFORCING PER 1/S302 EMBED PLATE PER 2/S302 2X4 FORMED KEY. ALIGN INBOARD TO ALLOW PLACEMENT OF WATERSTOP AS SHOWN. FASTEN DECK TO WALL WITH HILTI 0.157-INCH DIA X-U FASTENERS @12" OC (MINIMUM 1" EMBEDMENT) MIN 4" BRG, 2 T/WALL 95'-6" BRACE WALL DURING CONST. INCLUDING BACKFILL OPERATIONS. BRACES SHALL REMAIN IN PLACE UNTIL ELEVATED FLOOR SLAB HAS REACHED 28 DAY STRENGTH. FOUNDATION DRAIN WRAPPED WITH FILTER FABRIC SELF-EXPANDING WATERSTOP GRANULAR MATERIAL BACKFILL WITH COMPACTED CLEAN GRANULAR DRAINAGE FILL WATERPROOFING (SEE SPECS) 1' - 0" T/SLAB VARIES T/FTG PER PLAN 1/2" EXP JOINT MATERIAL 1 1/2" CLR 2" CLR FINISH GRADE SEE CIVIL DWGS FOR ELEVATION 3 ' - 0 " (2) #5 BARS CONT 8" #4 DOWELS x 2'-0" @ 24" OC WHERE SIDEWALK OCCURS 6x6-W1.4xW1.4 WWF SLOPED 4" SLAB 1/2" EXP JT MATERIAL #4 X 1'-9" DOWELS @ 24" OC SEE ARCH FOR DIMENSIONS 3 " C L R 3" CLR PER PLAN OUTSIDE FACE OF CONCRETE WALL REINFORCING PER 1/S302 2X4 FORMED KEY. ALIGN INBOARD TO ALLOW PLACEMENT OF WATERSTOP AS SHOWN. WALL FOOTING PER PLAN GRANULAR BACKFILL PER SOILS REPORT #4 @ 12" OC AT OUTSIDE FACE #4 @ 12" OC AT OUTSIDE FACE #7 @ 12" OC AT INSIDE FACE #8 @ 4" OC AT INSIDE FACE BOTTOM 1/2 OF WALL 1 /2 H E I G H T 1 /2 H E I G H T #8 @ 6" OC AT INSIDE FACE TOP 1/2 OF WALL STAIR LANDING AND SLAB SLAB ON METAL DECK PER PLAN T/SLAB PER PLAN BRACE WALL DURING CONST. INCLUDING BACKFILL OPERATIONS. BRACES SHALL REMAIN IN PLACE UNTIL ELEVATED FLOOR SLAB HAS REACHED 28 DAY STRENGTH. FOUNDATION DRAIN WRAPPED WITH FILTER FABRIC SELF-EXPANDING WATERSTOP GRANULAR MATERIAL GRANULAR BACKFILL PER SOILS REPORT WATERPROOFING (SEE SPECS) 1' - 0" T/SLAB VARIES T/FTG PER PLAN 1/2" EXP JOINT MATERIAL REINFORCING PER 1/S302 REINFORCING AT OUTSIDE FACE PER 1/S302 REINFORCING PER 1/S302 3 " C L R 1 1/2" CLR 2" CLR MIN 4" BRG, PER PLAN OUTSIDE FACE OF CONCRETE WALL 3" CLR WALL FOOTING PER PLAN REINFORCING PER 1/S302 #4 DOWEL @ 12" OC 2'-0" 2 '-0 " WALL SYSTEM PER ARCH 2X4 FORMED KEY. ALIGN INBOARD TO ALLOW PLACEMENT OF WATERSTOP AS SHOWN. FASTEN DECK TO WALL WITH HILTI 0.157-INCH DIA X-U FASTENERS @12" OC (MINIMUM 1" EMBEDMENT) SLAB ON METAL DECK PER PLAN T/SLAB PER PLAN BEAM PER PLAN WITH SHEAR TAB CONN TO EMBED PLATE BRACE WALL DURING CONST. INCLUDING BACKFILL OPERATIONS. BRACES SHALL REMAIN IN PLACE UNTIL ELEVATED FLOOR SLAB HAS REACHED 28 DAY STRENGTH. FOUNDATION DRAIN WRAPPED WITH FILTER FABRIC SELF-EXPANDING WATERSTOP GRANULAR MATERIAL GRANULAR BACKFILL PER SOILS REPORT WATERPROOFING (SEE SPECS) 1' - 0" T/SLAB VARIES T/FTG PER PLAN 1/2" EXP JOINT MATERIAL 3 " C L R 1 1/2" CLR 2" CLR REINFORCING PER 1/S302 REINFORCING AT OUTSIDE FACE PER 1/S302 REINFORCING AT INSIDE FACE PER 1/S302 OUTSIDE FACE OF CONCRETE WALL PER PLAN #4 DOWEL @ 12" OC 2'-0" 2 '-0 " 3" CLR WALL FOOTING PER PLAN REINFORCING PER 1/S302 EMBED PLATE PER 2/S302 WALL SYSTEM PER ARCH 2X4 FORMED KEY. ALIGN INBOARD TO ALLOW PLACEMENT OF WATERSTOP AS SHOWN. MIN 4" BRG, FASTEN DECK TO WALL WITH HILTI 0.157-INCH DIA X-U FASTENERS @12" OC (MINIMUM 1" EMBEDMENT) BACKFILL WITH COMPACTED CLEAN GRANULAR DRAINAGE FILL FINISH GRADE SEE CIVIL DWGS FOR ELEVATION 3 ' - 0 " (2) #5 BARS CONT 8" #4 DOWELS x 2'-0" @ 24" OC WHERE SIDEWALK OCCURS 6x6-W1.4xW1.4 WWF SLOPED 4" SLAB 1/2" EXP JT MATERIAL #4 X 1'-9" DOWELS @ 24" OC T/SLAB PER PLAN 4" BRG, MIN FASTEN DECK TO WALL WITH HILTI 0.157-INCH DIA X-U FASTENERS @12" OC (MINIMUM 1" EMBEDMENT) WALL REINFORCING PER 1/S302 PER PLAN Date Drawn By: Checked By: Project Number: Project Name Sheet Title Sheet Number Revisions Seal Signature This drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requirements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation. © Copyright 2015 Architura Corporation Architura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 10 / 5 / 2 0 1 5 3 : 2 7 : 2 7 P M C: \ R e v i t \ R e v i t S t r u c t u r e 2 0 1 4 \ 2 0 1 4 . 0 0 7 8 9 _ S T _ D e l t a F au c e t H e a d q u a r t e r s E x p a n s i o n _ 0 8 0 4 2 0 1 5 _ R S T R 1 4 _ e s m i t h .r v t S302 FOUNDATION SECTIONS AND DETAILS DELTA FAUCET HEADQUARTERS EXPANSION JMK EMS 10/05/2015 2014.00789 55 EAST 111TH STREET INDIANAPOLIS, IN 46280 BID PACKAGE 2 3/4" = 1'-0" S302 1 SECTION 3/4" = 1'-0" S302 3 SECTION 3/4" = 1'-0" S302 4 SECTION 3/4" = 1'-0" S302 5 SECTION 3/4" = 1'-0" S302 6 SECTION AT WEST ENTRY 3/4" = 1'-0" S302 7 SECTION 3/4" = 1'-0" S302 8 SECTION No. Date Description 2 09/04/15 BID PACKAGE #2 - ADD 1 3/4" = 1'-0" S302 2 SECTION AT WEST ENTRY 2 SLAB ON METAL DECK PER PLAN T/SLAB VARIES T/FTG PER PLAN FOUNDATION DRAIN WRAPPED WITH FILTER FABRIC SELF-EXPANDING WATERSTOP 1/2" EXP JOINT MATERIAL BRACE WALL DURING CONST. INCLUDING BACKFILL OPERATIONS. BRACES SHALL REMAIN IN PLACE UNTIL ELEVATED FLOOR SLAB HAS REACHED 28 DAY STRENGTH. GRANULAR BACKFILL PER SOILS REPORT WATERPROOFING (SEE SPECS) T/PIER PER PLAN T/SLAB PER PLAN PROVIDE L2X2X3/16 DECK SUPPORT ANGLE (WELD TO COLUMN) BEAM PER PLAN ANCHOR RODS PER BASE PLATE SCHEDULE AND COLUMN BASE DETAIL FOOTING PER PLAN PIER REINF PER SCHEDULE W/ DOWELS INTO FTG. SIZE AND LOCATION OF DOWELS TO MATCH VERTICAL PIER REINFORCING. WALL BEYOND WALL REINFORCING CONTINUOUS THROUGH PIER, NOT SHOWN FOR CLARITY 3" C L R OUTSIDE FACE OF CONCRETE WALL PER PLAN 1' - 0" 8 1/2" 3" CLR WALL FOOTING BEYOND PER PLAN L E N G T H L A P S P L I C E WALL SYSTEM PER ARCH 4" BRG, MIN MATCH INSIDE FACE REINFORCING AT COLUMN BLOCKOUTS . FASTEN DECK TO WALL WITH HILTI 0.157-INCH DIA X-U FASTENERS @12" OC (MINIMUM 1" EMBEDMENT) GRANULAR MATERIAL 2" CLR FTG PER PLAN REINFORCING PER FOOTING SCHEDULE STD HOOK REINFORCING PER PIER SCHEDULE PIER PER PLAN ANCHOR RODS PER COLUMN SCHEDULE COLUMN PER SCHEDULE T/PIER PER PLAN T/FTG PER PLAN 3 " C L R PRECAST FACADE BY PRECAST SUPPLIER GRADE PER CIVIL Date Drawn By: Checked By: Project Number: Project Name Sheet Title Sheet Number Revisions Seal Signature This drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requirements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation. © Copyright 2015 Architura Corporation Architura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 10 / 5 / 2 0 1 5 3 : 2 7 : 2 9 P M C: \ R e v i t \ R e v i t S t r u c t u r e 2 0 1 4 \ 2 0 1 4 . 0 0 7 8 9 _ S T _ D e l t a F au c e t H e a d q u a r t e r s E x p a n s i o n _ 0 8 0 4 2 0 1 5 _ R S T R 1 4 _ e s m i t h .r v t S303 FOUNDATION SECTIONS AND DETAILS DELTA FAUCET HEADQUARTERS EXPANSION JMK EMS 10/05/2015 2014.00789 55 EAST 111TH STREET INDIANAPOLIS, IN 46280 BID PACKAGE 2 3/4" = 1'-0" S303 1 SECTION 3/4" = 1'-0" S303 2 SECTION No. Date Description OPNG D #4 x 5'-0" @ 2'-0" OC CENTER OVER GIRDER DECK GIRDER FILLER AS REQUIRED, TYP FLOOR SLAB PER PLAN FLOOR GIRDER PER PLAN 1" C L R T/BEAM PER PLAN BEAM PER PLAN SLAB ON METAL DECK PER PLAN CLOSURE BY DECK SUPPLIER 3/16 2-12 BENT PL3/8 x 5-1/2 x (PLAN DIM - 1") CONT PLAN SEE T/SLAB PER PLAN BEAM PER PLAN SLAB ON METAL DECK PER PLAN 3/16 2-12 BENT PL3/8 x 5-1/2 x (PLAN DIM - 1") CONT T/SLAB PER PLAN PLAN SEE PL1/4 x SLAB THICKNESS 3/16 2-18 3/16 2-18 STAGGER BEAM PER PLAN STIFFENER PLATE BY STAIR SUPPLIER STRINGER BY STAIR SUPPLIER INFILL WITH CONCRETE AFTER STAIRS ARE ERECTED T/SLAB PER PLAN T/STL PER PLAN 3/16 3/16 TYP SLAB PER PLAN PL1/4x6 x 0'-6", TYP 3/16 3/16 TYP L3x3x1/4 TO ADJACENT JOIST TOP CHORD AT 3'-0" OC (ALT) C8 x 11.5 1/2" DIA THREADED RODS AT 1'-0" OC (STAGGERED) COORDINATE ELEVATIONS W/ PARTITION SUPPLIER BEAM PER PLAN 2" 2" FIN FLR PER PLAN . . 3/16 TYP BEAM PER PLAN SLAB PER PLAN L3x3x1/4 TO JOIST TOP CHORD PANEL POINT.,TYP AT EACH JOIST LOCATION WHERE PARTITION SUPPORT OCCURS. C8 x 11.5 1/2" DIA THREADED RODS AT 1'-0" OC (STAGGERED) 3/16 3/16 TYP FIN FLR PER PLAN COORDINATE ELEVATIONS W/ PARTITION SUPPLIER ALTERNATE TOP CONNECTION AT STEEL SUPPORT CONNECTION AT FLOOR SLAB ALTERNATE BASE CONNECTION AT STEEL SUPPORT CONNECTION AT PIT WALL T/SLAB PER PLAN T/SLAB PER PLAN 3/16 2" (MIN) 3/16 2" (MIN) 3/16 3/16 3/16 3/16 3/8x4 x 0'-10" BASEPLATE W/ (2) 3/8" DIA ADHESIVE ANCHORS (3-1/2" EMBED) SLAB PER PLAN BEAM PER PLAN 3/8x4 x 0'-10" BASEPLATE W/ (2) 3/8" DIA ADHESIVE ANCHORS (3-1/2" EMBED) HSS PER PLAN ELEVATOR PIT - SEE FOUNDATION PLAN 1" 4" CONNECTION AT ROOF FRAMING ROOF DECK PER PLAN BEAM PER PLAN PL3/8x4 NS & FS WITH 13/16" DIA x 2-1/2" VERT SLOT AND 3/4" DIA A325 BOLT (13/16" DIA HOLES IS HSS) SHIP WITH PLATES SHOP BOLTED TO HSS 3/16 3/16 TYP NOTES: 1. SEE PLANS FOR FRAMING CONDITIONS AT BASE AND TOP OF HSS. 2. COORDINATE LOCATIONS OF ALL REQUIRED SUPPLEMENTAL SUPPORTS WITH ELEVATOR CONTRACTOR AND SHAFT WALL CONTRACTOR PRIOR TO INSTALLATION. PL3/8x4 NS & FS WITH 13/16" DIA x 2-1/2" VERT SLOT AND 3/4" DIA A325 BOLT (13/16" DIA HOLES IS HSS) SHIP WITH PLATES SHOP BOLTED TO HSS PL3/8x3 x 0'-6" NS & FS WITH 13/16" x 2-1/2" VERT SLOT AND 3/4" DIA A325 BOLT (13/16" DIA HOLES IN HSS) SHIP WITH PLATES SHOP BOLTED TO HSS CONNECTION AT BEAM W/O SLAB 3/16 3/16 BEAM PER PLAN 1" 4" PL3/8x3 x 0'-6" NS & FS WITH 13/16" x 2-1/2" VERT SLOT AND 3/4" DIA A325 BOLT (13/16" DIA HOLES IN HSS) SHIP WITH PLATES SHOP BOLTED TO HSS PL3/4 x PLAM DIM x 10 COORDINATE W/ LOCATION OF SHAFT WALL PL1/4 x SLAB THICKNESS 3/16 2-18 3/16 2-18 STAGGER BEAM PER PLAN STIFFENER PLATE BY STAIR SUPPLIER STRINGER BY STAIR SUPPLIER INFILL WITH CONCRETE AFTER STAIRS ARE ERECTED T/SLAB PER PLAN T/STL PER PLAN CENTERLINE OF SUPPORT 3" 3" COPE ANGLE TO BEAR ON TOP OF SUPPORT L4x4x1/4 FRAME, FIELD WELD TO SUPPORTS PER PLAN OPENING NOTE : DECK NOT SHOWN FOR CLARITY FORM EDGE OF OPENING AS REQ'D OP E N I N G P E R P L A N BEAM PER PLAN BOTH FLGS TYP TYP SHEAR TAB CONNECTION W/ SLIP-CRITICAL BOLTS COLUMN PER PLAN T/STL PER PLAN 3/8" STIFFENER PLATE 1' - 6" #4 CONT FORMED EDGE #4 @ 12" OC T/STL PER PLAN DECK BRG 113'-7 1/2" L4x4x3/8 CONT 1/4 2-12 1/4 2-12 BEAM PER PLAN 1 1 / 2 " 1 1 / 2 " 1/2" DIA x 6" HAS @ 24" OC 2'-6" 2'-6" 10" NOTE: BEAM AT HIGH SIDE OMITTED FOR CLARITY. 1 1 / 2 " 1' - 6" 1 1 / 2 " #4 CONT FORMED EDGE #4 @ 12" OC 2'-0" 2'-0" BEAM PER PLAN, TYP NOTE: SEE ARCH DRAWINGS FOR PERIMETER WALL AND PLAZA SYSTEM. 1/2" DIA x 6" HAS @ 24" OC T/STL PER PLAN T/STL PER PLAN 4 4 BEAM PER PLAN SLAB ON METAL DECK PER PLAN 3/16 2-12 BENT PL3/8 x 5-1/2 x (PLAN DIM - 1") CONT T/SLAB PER PLAN 2" EXP JT PLAN SEE EDGE OF EXIST SLAB BEAM PER PLAN SLAB ON METAL DECK PER PLAN 3/16 2-12 BENT PL3/8 x 5-1/2 x 1'-2" CONT T/SLAB PER PLAN PLAN SEE EXISTING WALL AND SLAB BEAM PER PLAN SLAB ON METAL DECK PER PLAN 3/16 2-12 T/SLAB PER PLAN PLAN SEE BENT PL3/8 x 13-1/2 x (PLAN DIM - 1") CONT LT GA BRACE BY LT GA ENGINEER EMBED RAILING INTO CURB. SEE ARCH FOR HANDRAIL AND CONNECTION TO CURB. #4 CONT, TYP 4 PLACES #3 @ 24" OC 3' - 0" # 5 WELDABLE REBAR @ 24" OC. WELD TO FACE OF BENT PLATE AT MID-DEPTH OF SLAB. WALL SYSTEM PER ARCH. ATTACHMENT PER LT GA ENGINEER. CONTRACTOR TO SHORE EDGE OF SLAB CONDITION AT 4'-0" OC UNTIL CONCRETE HAS REACHED 28 DAY STRENGTH. 4 CONT BENT PL3/8 x 5-1/2 x (PLAN DIM - 1") BEAM PER PLAN 3/16 2-12 TYPICAL, BENT PLATES TO BEAM PLAN SEE PLAN SEE Date Drawn By: Checked By: Project Number: Project Name Sheet Title Sheet Number Revisions Seal Signature This drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requirements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation. © Copyright 2015 Architura Corporation Architura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 10 / 2 / 2 0 1 5 3 : 4 0 : 0 0 P M C: \ R e v i t \ R e v i t S t r u c t u r e 2 0 1 4 \ 2 0 1 4 . 0 0 7 8 9 _ S T _ D e l t a F au c e t H e a d q u a r t e r s E x p a n s i o n _ 0 8 0 4 2 0 1 5 _ R S T R 1 4 _ e s m i t h .r v t S400 FLOOR FRAMING SECTIONS AND DETAILS DELTA FAUCET HEADQUARTERS EXPANSION JMK EMS 10/02/2015 2014.00789 55 EAST 111TH STREET INDIANAPOLIS, IN 46280 BID PACKAGE 3 3/4" = 1'-0" S400 1 TYPICAL REINFORCING OVER GIRDERS 3/4" = 1'-0" S400 3 SECTION 3/4" = 1'-0" S400 4 SECTION 3/4" = 1'-0" S400 5 STAIR ATTACHMENT DETAIL 3/4" = 1'-0" S400 7 HANGING PARTITION SUPPORT 3/4" = 1'-0" S400 8 HANGING PARTITION SUPPORT 3/4" = 1'-0" S400 9 ELEVATOR SUPPLEMENTAL GUIDE RAIL SUPPORTS 3/4" = 1'-0" S400 6 STAIR ATTACHMENT DETAIL 3/4" = 1'-0" S400 2 TYPICAL FLOOR SLAB OPENING LARGER THAN 10" PERPENDICULAR TO DECK No. Date Description 4 10/02/15 BID PACKAGE #3 - ADD 1 3/4" = 1'-0" S400 10 TYPICAL BEAM MOMENT CONNECTION TO COLUMN FLANGE 3/4" = 1'-0" S400 11 SECTION AT PLAZA SLAB STEP 3/4" = 1'-0" S400 12 SECTION AT PLAZA SLAB STEP 3/4" = 1'-0" S400 13 SECTION 3/4" = 1'-0" S400 14 SECTION 3/4" = 1'-0" S400 15 SECTION 3/4" = 1'-0" S400 16 SECTION BEAM PER PLAN BOTH FLGS TYP TYP SHEAR TAB CONNECTION W/ SLIP-CRITICAL BOLTS COLUMN PER PLAN T/STL PER PLAN 3/8" STIFFENER PLATE 3/4" COLUMN CAP PLATE 2 1/2" BOTH FLANGES, TYP SEE PLAN FOR REQD DESIGN SHEAR BACKING BAR, TYP FULL WIDTH OF COLUMN WEB, TYP. THICKNESS TO MATCH BEAM FLANGE TYP 3/16 3/16 3/16 TYP L2-1/2 x 2-1/2 x 1/4, TYP AT FLOOR DECK L2-1/2 x 2-1/2 x 3/16, TYP AT ROOF DECK NOTES: 1. PROVIDE SUPPORT ANGLE AS SHOWN AT ALL LOCATIONS WHERE DECK IS NOT OTHERWISE SUPPORTED BY BEAMS OR OTHER FRAMING. 1" MAX 1" , U N O 1", UNO BEAM PER PLAN STAIR STRINGER AND ATTACHMENT BY STAIR SUPPLIER T/SLAB PER PLAN T/STL PER PLAN 3/8" STIFFENER EACH SIDE BEAM PER PLAN 3/4" CAP PLATE (4) 3/4" DIA A325 BOLTS COLUMN PER PLAN SLAB AND DECK PER PLAN SLAB ON METAL DECK PER PLAN 3/16 2-12 BENT PL3/8 x 5-1/2 x (PLAN DIM - 1") CONT T/SLAB PER PLAN PLAN SEE L3X3X1/4 1/4 1/4 Date Drawn By: Checked By: Project Number: Project Name Sheet Title Sheet Number Revisions Seal Signature This drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requirements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation. © Copyright 2015 Architura Corporation Architura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 10 / 2 / 2 0 1 5 3 : 4 0 : 0 2 P M C: \ R e v i t \ R e v i t S t r u c t u r e 2 0 1 4 \ 2 0 1 4 . 0 0 7 8 9 _ S T _ D e l t a F au c e t H e a d q u a r t e r s E x p a n s i o n _ 0 8 0 4 2 0 1 5 _ R S T R 1 4 _ e s m i t h .r v t S401 FRAMING SECTIONS AND DETAILS DELTA FAUCET HEADQUARTERS EXPANSION Checker Author 10/02/2015 2014.00789 55 EAST 111TH STREET INDIANAPOLIS, IN 46280 BID PACKAGE 3 No. Date Description 3/4" = 1'-0" S401 1 TYPICAL BEAM MOMENT CONNECTION TO TOP OF COLUMN 3/4" = 1'-0" S401 2 TYPICAL BEAM MOMENT CONNECTION TO COLUMN WEB 3/4" = 1'-0" S401 3 TYPICAL DECK EDGE SUPPORT AT COLUMNS 3/4" = 1'-0" S401 4 STAIR ATTACHMENT DETAIL 3/4" = 1'-0" S401 5 TYPICAL CANTILEVER BEAM BEARING 3/4" = 1'-0" S401 6 SECTION AT 3RD FLOOR AND CONNECTOR ROOF OPNG OPNG 1/2" , TYP. PLAN ELEVATION DECK SUPPORT 1/4 1/4 TYP. (4) 3/4" DIA. A325 1 1/2" COLUMN PER SCHEDULE AND NUTS. BOLTS W/ WASHERS BOLT GAGE AS REQ'D BY SUPPORTING BEAM BEAM PER PLAN 1/4" STIFFENER PLATE EACH SIDE OF BEAM WEB. COLUMN PER PLAN 1/2" BASE PLATE 1/2" BASE PLATE L3x2x1/4 (LLH) FOR DECK SUPPORT, TYP. ROOF DECK PER PLAN NOTE: DECK SUPPORT ANGLES NOT SHOWN FOR CLARITY. COLUMN PER PLAN BEAM PER PLAN 1 1/2" AS R E Q ' D ROOF OPENING L4x4x1/4 FRAME STEEL JOIST OR BEAM PER PLAN JOIST OR BEAM SPACING PER PLAN FOR ADDITIONAL JOIST REINF SEE "TYPICAL JOIST REINFORCING DETAIL" (FOR OPENINGS 12" AND LARGER) NOTE: COORDINATE OPENING SIZE WITH MECHANICAL CONTRACTOR. 3/16 NOTE 2 STEEL JOIST OR BEAM PER PLAN, TYP JOIST OR BEAM SPACING PER PLAN NOTE 3, TYP MECHANICAL RTU ON PREFABRICATED CURB (BY MECH CONTRACTOR) L4x4x1/4 FRAME UNDER FULL PERIMETER OF MECH UNIT CURB AND AS REQUIRED FOR DECK SUPPORT AT OPENINGS (SEE NOTE 2) NOTES : 1. COORDINATE UNIT SIZE, LOCATION AND REQUIRED OPENINGS WITH MECHANICAL CONTRACTOR PRIOR TO FABRICATION. 2. PROVIDE SUPPLEMENTAL DECK SUPPORT ANGLE AT OPENINGS IF DECK CANTILEVER SPAN EXCEEDS 1'-0". 3. FOR FRAME ANGLE BEARING LOCATIONS ON STEEL JOISTS THAT DO NOT OCCUR AT PANEL POINTS, SEE "TYPICAL JOIST REINFORCEMENT DETAIL" FOR REINFORCING REQUIREMENTS. JOIST OR BEAM SPACING PER PLAN 3/16 ROOF DRAIN SUPPORT ANGLE L4x4x1/4 TYP EA SIDE OVERFLOW DRAIN NOTES: 1. COORDINATE QUANTITY AND LOCATION OF ALL ROOF DRAINS WITH PLUMBING AND ARCHITECTURAL DRAWINGS. 2. COORDINATE ROOF DRAIN ASSEMBLIES WITH PLUMBING CONTRACTOR AND PROVIDE AND INSTALL ALL STEEL FRAMING (AND GALVANIZED METAL SUMP PANS IF REQUIRED) AS NECESSARY FOR COMPLETE SUPPORT OF ALL ROOF DRAIN ASSEMBLIES. 3/16 2-12 BENT PL3/8 x 4 x PLAN DIM CONT BEAM PER PLAN ROOF DECK PER PLAN T/BEAM PER PLAN PLAN SEE 3/16 2-12 BENT PL3/8 x 4 x PLAN DIM CONT BEAM PER PLAN ROOF DECK PER PLAN PLAN SEE T/BEAM PER PLAN 7 1/2" 3/16 3 SIDES CAP PL1/2 BEAM PER PLAN (TYP) PL1/4x6x 0'-10" L8X8X1/2 x 0'-8" 3/16 1/4 1/4 L4X4X3/8 x 0'-6" 3/16 ERECTION BOLT, TYP 3/16 L8X8X1/2 x 0'-8" 1/4 PER PLAN T/HSS PER PLAN PLAN PER 4" T/HSS PER PLAN BEAM PER PLAN COPE AS REQUIRED 3/4" CAP PLATE (4) 3/4" DIA A325 BOLTS COLUMN PER PLAN ROOF DECK PER PLAN 3/4" SETBACK 1/4 1/4 3 SIDES, TYP 3/16 2-12 BENT PL 3/8" x 4" x PLAN DIM CONT BEAM PER PLAN ROOF DECK PER PLAN T/BEAM PER PLAN 3/16 2-12 BENT PL 3/8" x 4" x PLAN DIM CONT BEAM PER PLAN ROOF DECK PER PLAN T/BEAM PER PLAN PLAN PER CAP PL1/2 PL1/4x6 x 0'-10" L6X6X1/2 x 0'-8" 5" 5" BEAM PER PLAN, TYP 3/16 3 SIDES 1/4 COLUMN PER PLAN BENT PLATE CLOSURE PER "COLUMN THROUGH ROOF DETAIL" 1/4 L6X6X1/2 x 0'-8" 3/16 T/HSS PER PLAN ERECTION BOLT, TYP 3/16 L4X4X3/8 x 0'-6" 1/4 3/16 T/HSS PER PLAN 1 1 METAL ROOF DECK BENT PL NOTE : ROOF FRAMING OMITTED FOR CLARITY CO O R D I N A T E WI T H R O O F I N G AN D F L A S H I N G RE Q U I R E M E N T S SEAL WELD (TYP) EDGE OF COLUMN FLANGE L2-1/2x2-1/2x3/16 DECK SUPPORT ANGLE AS REQUIRED ELEVATION Date Drawn By: Checked By: Project Number: Project Name Sheet Title Sheet Number Revisions Seal Signature This drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requirements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation. © Copyright 2015 Architura Corporation Architura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 10 / 2 / 2 0 1 5 3 : 4 0 : 0 4 P M C: \ R e v i t \ R e v i t S t r u c t u r e 2 0 1 4 \ 2 0 1 4 . 0 0 7 8 9 _ S T _ D e l t a F au c e t H e a d q u a r t e r s E x p a n s i o n _ 0 8 0 4 2 0 1 5 _ R S T R 1 4 _ e s m i t h .r v t S420 ROOF FRAMING SECTIONS AND DETAILS DELTA FAUCET HEADQUARTERS EXPANSION JMK EMS 10/02/2015 2014.00789 55 EAST 111TH STREET INDIANAPOLIS, IN 46280 BID PACKAGE 3 3/4" = 1'-0" S420 1 TYPICAL ROOF OPENING 3/4" = 1'-0" S420 2 TYPICAL RTU SUPPORT 3/4" = 1'-0" S420 3 TYPICAL ROOF DRAIN SUPPORT WITH OVERFLOW DRAIN 3/4" = 1'-0" S420 5 SECTION 3/4" = 1'-0" S420 4 SECTION No. Date Description 4 10/02/15 BID PACKAGE #3 - ADD 1 3/4" = 1'-0" S420 6 SECTION 3/4" = 1'-0" S420 7 SECTION 3/4" = 1'-0" S420 8 SECTION 3/4" = 1'-0" S420 9 SECTION 3/4" = 1'-0" S420 11 SCREEN WALL COLUMN BASE DETAIL 3/4" = 1'-0" S420 10 SECTION 3/4" = 1'-0" S420 12 TYPICAL COLUMN THRU ROOF DETAIL 4 BASEMENT BASEMENT 85' - 8" 85' - 8" Level 01 Level 01 100' - 0" 100' - 0" Level 02 Level 02 115' - 0" 115' - 0" Level 03 Level 03 130' - 0" 130' - 0" Level 04 Level 04 143' - 6" 143' - 6" ROOF ROOF 156' - 0" 156' - 0" ROOF SCREEN T/STL ROOF SCREEN T/STL 162' - 0" 162' - 0" HIGH ROOF HIGH ROOF 167' - 0" 167' - 0" Column Locations A-2 A-4 A-5 A-8 A.4-2 A.4-4 A.4-5 A.4-8 B-1 B-2 B-3 B-4 B-5 B-6 B-8 C-1 C-3 C-4 C-5 C-6 C-8 C-9 C-10 C-12 D-6 D-8 D-9 D-10 D-12 E-1 E-3 E-4 E-5 F-1 F-3 F-4 F-5 F-6 F-8 BASEMENT BASEMENT 85' - 8" 85' - 8" Level 01 Level 01 100' - 0" 100' - 0" Level 02 Level 02 115' - 0" 115' - 0" Level 03 Level 03 130' - 0" 130' - 0" Level 04 Level 04 143' - 6" 143' - 6" ROOF ROOF 156' - 0" 156' - 0" ROOF SCREEN T/STL ROOF SCREEN T/STL 162' - 0" 162' - 0" HIGH ROOF HIGH ROOF 167' - 0" 167' - 0" Column Locations F-9 F.6-4 F.6-5 G-1 G-3 G-4 G-5 G-6 G-8 G-9 H-1 H-2 H-3 H-4 H-5 H-7 H-8 H-9 H.8-4.4 I-7 I-9 J-2 J-3 J-4 J-5 J-7 AA-4.3 AA-4.7 BB-4.3 BB-4.7 R1-R10 R1-R11 R1-R12 R1-R13 R2-R10 R2-R11 R2-R12 R2-R13 W1 2 X 6 5 W1 2 X 5 3 W1 2 X 5 3 W1 2 X 5 3 W1 2 X 5 3 W1 2 X 6 5 W1 2 X 5 3 W1 2 X 5 3 W1 2 X 5 3 W1 2 X 5 3 W1 2 X 4 0 W1 2 X 5 3 W1 2 X 5 3 W1 2 X 5 3 W1 2 X 5 0 W1 2 X 4 0 W1 2 X 6 5 W1 2 X 5 8 W1 2 X 4 5 W1 2 X 5 0 W1 2 X 5 3 W1 2 X 5 3 W1 2 X 5 3 W1 2 X 5 0 W1 2 X 5 3 W1 2 X 5 3 HS S 4 X 4 X 3 / 8 W1 2 X 4 0 W1 2 X 4 0 W1 2 X 5 3 W1 2 X 5 0 W1 2 X 5 3 W1 2 X 6 5 W1 2 X 5 3 W1 2 X 5 3 W1 2 X 5 0 W1 2 X 5 0 W1 2 X 5 3 W1 2 X 7 9 W1 2 X 5 3 W1 2 X 4 0 W1 2 X 4 0 W1 2 X 5 8 W1 2 X 5 8 W1 2 X 4 0 W1 2 X 7 9 W1 2 X 6 5 W1 2 X 4 0 W1 2 X 4 0 W1 2 X 4 0 W1 2 X 4 0 W1 2 X 4 0 W1 2 X 4 0 W1 2 X 4 0 W1 2 X 4 0 W1 2 X 4 0 W1 2 X 4 0 W1 2 X 6 5 W1 2 X 6 5 W1 2 X 6 5 W1 2 X 4 0 W1 2 X 4 0 HS S 8 X 8 X 1 / 4 W1 2 X 5 3 BP2 BP2 BP2 BP2 BP1 BP3 BP3 BP1 BP1 BP1 BP2 BP2 BP2 BP2 BP4 BP1 BP2 BP2 BP2 BP2 BP1 BP2 BP2 BP1 BP1 BP1 BP1 BP2 BP2 BP2 BP1 BP2 BP2 BP2 BP2 BP2 BP1 BP4 BP2 BP2 BP2 BP2 BP2 BP1 BP4 BP1 BP2 BP2 BP2 BP2 BP2 BP1 BP6 BP1 BP1 BP1 BP1 BP1 BP5 BP5 BP2 BP2 HS S 8 X 8 X 1 / 4 HS S 8 X 8 X 1 / 4 HS S 8 X 8 X 1 / 4 HS S 8 X 8 X 1 / 4 HS S 8 X 8 X 1 / 4 HS S 8 X 8 X 1 / 4 HS S 8 X 8 X 1 / 4 BP7 BP7 BP7 BP7 BP7 BP7 BP7 BP7 HS S 8 X 8 X 1 / 4 HS S 8 X 8 X 1 / 4 HS S 8 X 8 X 1 / 4 HS S 8 X 8 X 1 / 4 BP7 BP7 BP7 BP7 BP4 BP1 BP1 W1 2 X 4 0 W1 2 X 4 0 (G A L V A B O V E S P L I C E ) (G A L V A B O V E S P L I C E ) (G A L V A B O V E S P L I C E ) (G A L V A B O V E S P L I C E ) (G A L V A B O V E S P L I C E ) (G A L V A B O V E S P L I C E ) (G A L V A B O V E S P L I C E ) (G A L V A B O V E S P L I C E ) Date Drawn By: Checked By: Project Number: Project Name Sheet Title Sheet Number Revisions Seal Signature This drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requirements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation. © Copyright 2015 Architura Corporation Architura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 10 / 5 / 2 0 1 5 3 : 2 7 : 3 1 P M C: \ R e v i t \ R e v i t S t r u c t u r e 2 0 1 4 \ 2 0 1 4 . 0 0 7 8 9 _ S T _ D e l t a F au c e t H e a d q u a r t e r s E x p a n s i o n _ 0 8 0 4 2 0 1 5 _ R S T R 1 4 _ e s m i t h .r v t S500 COLUMN SCHEDULE DELTA FAUCET HEADQUARTERS EXPANSION JMK EMS 10/05/2015 2014.00789 55 EAST 111TH STREET INDIANAPOLIS, IN 46280 BID PACKAGE 2 No. Date Description 4 10/02/15 BID PACKAGE #3 - ADD 1 BASE PLATE PER COLUMN SCHEDULE COLUMN PER PLAN SHIMS AND LEVELING NUTS GR O U T 2" N O N - S H R I N K ANCHOR RODS PER COLUMN SCHED W/ HEAVY HEX NUT AND WASHER TOP AND BOTTOM PLAN SECTION 1 1 / 2 " 1 1 / 2 " 1 1/2" 1 1/2" TACK WELD NUT TO ANCHOR ROD, TYP 8" P R O J E C T I O N BASE PLATE PER COLUMN SCHEDULE COLUMN PER PLAN SHIMS AND LEVELING NUTS GR O U T 2" N O N - S H R I N K ANCHOR RODS PER COLUMN SCHED W/ HEAVY HEX NUT AND WASHER TOP AND BOTTOM PLAN SECTION 1 1 / 2 " 1 1 / 2 " 1 1/2" 1 1/2" TACK WELD NUT TO ANCHOR ROD, TYP 8" P R O J E C T I O N SHIM AS REQD ERECTION CLEARANCE A325 BOLTS SNUG TIGHT, TYP (UNO) 4' - 0 " A B O V E F L O O R FI N I S H FI N I S H NOTES : 1. DEPTH OF Dv AND Dk NOMINALLY THE SAME. Dv Dk SPLICE PLATE, TYP BASEPLATE SCHEDULE MARK PLATE DIMENSIONS BP1 N" X B" X T" ANCHOR RODS QUANTITY DIAMETER REMARKS 17" X 17" X 1-1/2" ANCHOR ROD SCHEDULE ANCHOR ROD DIA BASEPLATE HOLE DIA 3/4" MINIMUM WASHER SIZE MINIMUM WASHER THICKNESS MINIMUM PROJ ABOVE T/CONC GROUT BED THK 1-5/16" 1-7/8" 1/4" 8" 2" 4 1" NOTES: 1. ANCHOR RODS ARE ASTM F1554 GR. 36 U.N.O. ANCHOR ROD EMBEDMENT 12" SEE DETAIL 4/S501 BP2 4 1" 12" SEE DETAIL 2/S501 19" X 19" X 1-1/2" BP3 4 1-3/4" 18" SEE DETAIL 8/S501 17" X 17" X 2" BP4 4 1-1/2" 18" SEE DETAIL 8/S501 17" X 17" X 2" BP5 4 1-1/2" 18" SEE DETAIL 8/S501 17" X 17" X 2" BP6 4 3/4" 12" 10" X 10" X 3/4" BP8 4 3/4" - 1/ 2 " HEX NUT & WASHER HEX NUT TACK WELD NUT TO ROD STRAIGHT ALL ANCHOR RODS ASTM F1554 GRADE 36, UNO T/CONC . LE N G T H EM B E D TYPICAL COLUMN ANCHOR RODS 1-1/2" 1-13/16" 2-1/4" 1/4" 8" 2" 1-3/4" 2-1/16" 2-1/2" 1/4" 8" 2" SEE DETAIL 1/S501 12" X 8" X 3/4" SEE DETAIL 6/S501 1" 1-9/16" 2" 1/4" 8" 2" PER ANCHOR ROD SCHEDULE BP7 4 3/4" 12" 14" X 14" X 3/4" SEE DETAIL 1/S501 BASE PLATE PER COLUMN SCHEDULE COLUMN PER PLAN SHIMS AND LEVELING NUTS GR O U T 2" N O N - S H R I N K ANCHOR RODS PER COLUMN SCHED W/ HEAVY HEX NUT AND WASHER TOP AND BOTTOM PLAN SECTION B TACK WELD NUT TO ANCHOR ROD, TYP 8" P R O J E C T I O N 5" 5" 3" 3" N ANCHOR ROD PER BASEPLATE SCHEDULE PLATE WASHER W/ STANDARD HOLES PER ANCHOR ROD SCHEDULE BASEPLATE PER SCHEDULE 1/4 ONLY WELD AT BRACED FRAME COLUMNS BASE PLATE PER SCHEDULE BOLT GAGE AS REQD BY SUPPORTING BEAM 1 1/2" 1 1/2" COLUMN PER SCHEDULE PLAN SECTION ANCHOR BOLTS PER SCHEDULE W/ WASHERS AND NUTS BEAM PER PLAN .3/8" STIFFENER PLATE EACH SIDE OF BEAM WEB COLUMN PER SCHEDULE BASE PLATE PER SCHEDULE 3 1/ 2" N B SHIM AS REQD 4' - 0 " A B O V E F L O O R FI N I S H FI N I S H NOTES : 1. DEPTH OF Dv AND Dk NOMINALLY THE SAME. Dv Dk (TENSION SPLICE) SPLICE PLATE, TYP FULLY TENSIONED A325 BOLTS WITH CLASS A FAYING SURFACES. DESIGN BOLTS FOR NET TENSION INDICATED ON COLUMN SCHEDULE. WHERE NET TENSION VALUE IS NOT INDICATED, PROVIDE A MINIMUM OF (4) 3/4" DIA A325 BOLTS AT EACH FLANGE. TYP TYP BASE PLATE PER COLUMN SCHEDULE COLUMN PER PLAN SHIMS AND LEVELING NUTS GR O U T 2" N O N - S H R I N K ANCHOR RODS PER COLUMN SCHED W/ HEAVY HEX NUT AND WASHER TOP AND BOTTOM PLAN SECTION B TACK WELD NUT TO ANCHOR ROD, TYP 8" P R O J E C T I O N 5" 5" 3" 3" N GROUT POCKET 5 1/4" WIDE X 5 1/2" DEEP X 17" LONG SHEAR LUG 2 1/4" WIDE X 5" DEEP X 17" LONG . 5 1 / 2 " Date Drawn By: Checked By: Project Number: Project Name Sheet Title Sheet Number Revisions Seal Signature This drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requirements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation. © Copyright 2015 Architura Corporation Architura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 10 / 5 / 2 0 1 5 3 : 2 7 : 3 4 P M C: \ R e v i t \ R e v i t S t r u c t u r e 2 0 1 4 \ 2 0 1 4 . 0 0 7 8 9 _ S T _ D e l t a F au c e t H e a d q u a r t e r s E x p a n s i o n _ 0 8 0 4 2 0 1 5 _ R S T R 1 4 _ e s m i t h .r v t S501 FRAMING DETAILS DELTA FAUCET HEADQUARTERS EXPANSION JMK EMS 10/05/2015 2014.00789 55 EAST 111TH STREET INDIANAPOLIS, IN 46280 BID PACKAGE 2 3/4" = 1'-0" S501 1 TYPICAL HSS COLUMN BASE DETAIL 3/4" = 1'-0" S501 2 WF COLUMN BASE DETAIL 3/4" = 1'-0" S501 3 TYPICAL COLUMN SPLICE 3/4" = 1'-0" S501 4 WF COLUMN BASE DETAIL 3" = 1'-0" S501 5 TYPICAL PLATE WASHER DETAIL No. Date Description 3/4" = 1'-0" S501 6 COLUMN BASE DETAIL ON BEAM 3/4" = 1'-0" S501 7 TYPICAL BRACE FRAME COLUMN SPLICE 3/4" = 1'-0" S501 8 WF COLUMN BASE WITH SHEAR LUG DETAIL Level 01 100' - 0" Level 02 115' - 0" Level 03 130' - 0" Level 04 143' - 6" BASEMENT 85' - 8" B C T/BASEMENT PIER 96' - 6" H S S 8 X 8 X 1 /4 H S S 8 X 8 X 3 /8 H S S 1 0 X 8 X 1 /2 WF C O L U M N WF C O L U M N HSS COLUMN PER PLAN H S S 8 X 8 X 1 /2 WP WP WP WP WP WP WP WP 4' - 0 " 4' - 0" HS S 4 X4 X1 /4 H S S 4 X 4 X 1 / 4 4' - 0" 4' - 0 " 4 0 K T O R C 8 0 K T O R C 1 0 8 K T O R C WP WP S610 1 S610 3S610 2TYP TYP WP S610 3 S501 6 WP S610 6 TYP 1 3 8 K T O R C PROVIDE L2X2X1/4 ANGLE TO SUPPORT DECK ALL SIDES OF BRACE. T/STL PER PLAN T/STL PER PLAN HSS T/STL (HIGH) 167' - 0" HSS T/STL (LOW) 160' - 8" Level 01 100' - 0" Level 02 115' - 0" Level 03 130' - 0" Level 04 143' - 6" BASEMENT 85' - 8" 57 T/BASEMENT PIER 96' - 6" H S S 8 X 8 X 3 /8 H S S 8 X 8 X 3 /8 H S S 8 X 8 X 1 /4 H S S 8 X 8 X 1 /4 WF C O L U M N WF C O L U M N WP WP WP WP WP WP WP WP S610 1 S610 3S610 2 9 8 K T O R C 6 6 K T O R C 3 4 K T O R C TYP TYP S610 5 PROVIDE L2X2X1/4 ANGLE TO SUPPORT DECK ALL SIDES OF BRACE. T/STL PER PLAN 1 2 7 K T O R C Level 01 100' - 0" Level 02 115' - 0" Level 03 130' - 0" Level 04 143' - 6" BASEMENT 85' - 8" GH T/BASEMENT PIER 96' - 6" H S S 8 X 8 X 1 /4 H SS 8 X 8 X1 /4 H S S 8 X 8 X 1 /4 H S S 8 X 8 X 3 /8 WF C O L U M N WF C O L U M N WP WP WP WP WP WP WP WP S610 1 S610 3 S610 2 8 7 K T O R C 6 5 K T O R C 3 2 K T O R C TYP TYP S610 5 9 5 K T O R C PROVIDE L2X2X1/4 ANGLE TO SUPPORT DECK ALL SIDES OF BRACE. T/STL PER PLAN Level 01 100' - 0" Level 02 115' - 0" Level 03 130' - 0" Level 04 143' - 6" BASEMENT 85' - 8" 4 5 T/BASEMENT PIER 96' - 6" H S S 8 X 8 X 1 / 4 H S S 8 X 8 X 1 /4 H S S 8 X 8 X 1 /4 H S S 8 X 8 X 1 / 4 H S S 8 X 8 X 1 /4 H S S 8 X 8 X 1 / 4 H S S 8 X 8 X 1 /4 H S S 8 X 8 X 1 / 4 WF C O L U M N WF C O L U M N S610 2 8 7 K T O R C WP S610 2 WP 8 7 K T O R C 6 2 K T O R C 6 2 K T O R C 3 0 K T O R C 3 0 K T O R C S610 4TYP TYP OPP HAND, TYP WP S610 1 1 0 2 K T O R C 1 0 2 K T O R C S610 1 OPP HAND T/STL PER PLAN PROVIDE L2X2X1/4 ANGLE TO SUPPORT DECK ALL SIDES OF BRACE. Date Drawn By: Checked By: Project Number: Project Name Sheet Title Sheet Number Revisions Seal Signature This drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requirements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation. © Copyright 2015 Architura Corporation Architura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 10 / 2 / 2 0 1 5 3 : 4 0 : 1 1 P M C: \ R e v i t \ R e v i t S t r u c t u r e 2 0 1 4 \ 2 0 1 4 . 0 0 7 8 9 _ S T _ D e l t a F au c e t H e a d q u a r t e r s E x p a n s i o n _ 0 8 0 4 2 0 1 5 _ R S T R 1 4 _ e s m i t h .r v t S600 ELEVATIONS DELTA FAUCET HEADQUARTERS EXPANSION JMK EMS 10/02/2015 2014.00789 55 EAST 111TH STREET INDIANAPOLIS, IN 46280 BID PACKAGE 3 3/16" = 1'-0" S600 3 BRACE 3 - LINE 8 3/16" = 1'-0" S600 2 BRACE 2 - LINE J 3/16" = 1'-0" S600 1 BRACE 1 - LINE 1 3/16" = 1'-0" S600 4 BRACE 4 - LINE A.4 No. Date Description ROOF 156' - 0" 7 8 HIGH ROOF 167' - 0" 3' - 0" 3' - 0 " 3' - 0" 3' - 0 " WP WP WP WP HS S 4 X4 X1 /4 H S S 4 X 4 X 1 / 4 S610 6TYP HSS T/STL (HIGH) 167' - 0" HSS T/STL (LOW) 160' - 8" ROOF 156' - 0" BC HIGH ROOF 167' - 0" 3' - 0" 3' - 0 " 3' - 0" 3' - 0 " WP WP WP HS S 4 X4 X1 /4 H S S 4 X 4 X 1 / 4 WP S610 6TYP HSS T/STL (HIGH) 167' - 0" HSS T/STL (LOW) 160' - 8" ROOF 156' - 0" 78 HIGH ROOF 167' - 0" 3' - 0 " 3' - 0" 3' - 0 " 3' - 0" WP WP WP WP HS S 4 X4 X1 /4 H S S 4 X 4 X 1 / 4 S610 6TYP PROVIDE L2X2X1/4 BRIDGING BETWEEN ADJACENT BEAMS. TYPICAL BOTH SIDES HSS T/STL (HIGH) 167' - 0" HSS T/STL (LOW) 160' - 8" BASEMENT 85' - 8" C D S400 10 S400 10 OPP HAND OPP HAND V = 20 K (+/-) M = 30 K-FT (+/-) V = 10 K (+/-) M = 12 K-FT (+/-) V = 20 K (+/-) M = 30 K-FT (+/-) V = 10 K (+/-) M = 12 K-FT (+/-) T/STL PER PLAN T/STL PER PLAN T/STL PER PLAN S400 10 S400 10 OPP HAND V = 20 K (+/-) M = 30 K-FT (+/-) V = 20 K (+/-) M = 30 K-FT (+/-) S401 1 S401 1 BASEMENT 85' - 8" C D S400 10 S400 10 OPP HAND OPP HAND V = 10 K (+/-) M = 23 K-FT (+/-) V = 10 K (+/-) M = 12 K-FT (+/-) V = 10 K (+/-) M = 23 K-FT (+/-) V = 10 K (+/-) M = 12 K-FT (+/-) T/STL PER PLAN T/STL PER PLAN T/STL PER PLAN S400 10 S400 10 V = 20 K (+/-) M = 30 K-FT (+/-) V = 20 K (+/-) M = 30 K-FT (+/-) S401 1 S401 1 OPP HAND Date Drawn By: Checked By: Project Number: Project Name Sheet Title Sheet Number Revisions Seal Signature This drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requirements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation. © Copyright 2015 Architura Corporation Architura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 10 / 2 / 2 0 1 5 3 : 4 0 : 1 5 P M C: \ R e v i t \ R e v i t S t r u c t u r e 2 0 1 4 \ 2 0 1 4 . 0 0 7 8 9 _ S T _ D e l t a F au c e t H e a d q u a r t e r s E x p a n s i o n _ 0 8 0 4 2 0 1 5 _ R S T R 1 4 _ e s m i t h .r v t S601 ELEVATIONS DELTA FAUCET HEADQUARTERS EXPANSION JMK EMS 10/02/2015 2014.00789 55 EAST 111TH STREET INDIANAPOLIS, IN 46280 BID PACKAGE 3 No. Date Description 1/4" = 1'-0" S601 1 ELEVATION 1/4" = 1'-0" S601 2 ELEVATION 1/4" = 1'-0" S601 3 ELEVATION 1/4" = 1'-0" S601 4 MOMENT FRAME DETAIL (LINE 10) 1/4" = 1'-0" S601 5 MOMENT FRAME DETAIL (LINE 12) COLUMN PER PLAN ERECTION BOLT OR PIN WP ADDL PLATE AS REQD TO PROVIDE ADEQUATE GUSSET PLATE WELD PL1/2 (MIN) BOTH SIDES OF GUSSET PLATE. SEE BRACE WELD TABLE FOR REQD WELD LENGTH, L TUBE BRACE MEMBER (SLOT TUBE AT GUSSET) 1 " W E L D S E TB A C K , TY P 2 " , T Y P S L COLUMN PER PLAN ERECTION BOLT OR PIN WP DOUBLE ANGLE CONNECTION. SEE BRACING ELEVATIONS FOR DESIGN FORCES, TYP. WELD ANGLES ON 3 SIDES W/ FILLET WELDS. BEAM PER PLAN 1 " W E L D SE T B A C K BOTH SIDES OF GUSSET PLATE. SEE BRACE WELD TABLE FOR REQD WELD LENGTH, L TUBE BRACE MEMBER (SLOT TUBE AT GUSSET) PL1/2 MIN 1" C L R M A X 2 " , T Y P 1" CLR MAX S L BEAM PER PLAN BOTH SIDES OF GUSSET PLATE. SEE BRACE WELD TABLE FOR REQD WELD LENGTH, L TUBE BRACE MEMBER (SLOT TUBE AT GUSSET) PL1/2 (MIN) COLUMN PER PLAN ERECTION BOLT OR PIN WP DOUBLE ANGLE CONNECTION. SEE BRACING ELEVATIONS FOR DESIGN FORCES, TYP 1 " W E L D S E TB A C K , TY P MA X 1" C L R 2 " T Y P 1" CLR MAX S L WP BEAM PER PLAN ERECTION BOLT OR PIN TUBE BRACE MEMBER (SLOT TUBE AT GUSSET) TYP S L BOTH SIDES OF GUSSET PLATE. SEE BRACE WELD TABLE FOR REQD WELD LENGTH, L S ET B A C K , TY P PL1/2 (MIN) ERECTION BOLT OR PIN 1" 1 " W E L D 2 ", T Y P BRACE WELD TABLE BRACE FORCE (SEE ELEVATIONS) 1/4" FILLET WELD REQUIRED "L" LENGTH 0 K TO 44 K 4" >44 K TO 66 K 6" >66 K TO 89 K 8" >89 K TO 100 K 9" >100 K TO 111 K 10" NOTE : WELD CAPACITY SHOWN ACCOUNTS FOR A MAXIMUM 1/16" GAP BETWEEN BRACE AND GUSSET. SEE "BRACING GENERAL NOTES". BRACING GENERAL NOTES 1. FORCES SHOWN ARE THE MORE CRITICAL OF ALL APPLICABLE BUILDING CODE ASD LOAD COMBINATIONS. 2. BRACE FORCES SHOWN ARE PER NOTED ALLOWABLE STRESS DESIGN LOAD COMBINATIONS. NO 1/3 INCREASE IN ALLOWABLE STRESS SHALL BE ALLOWED FOR MEMBER OR CONNECTION DESIGN. DIAGONAL BRACING CONNECTIONS AT BEAM-COLUMN-BRACE INTERSECTIONS ARE TO BE DESIGNED USING THE UNIFORM FORCE METHOD. 3. CONNECTIONS SHALL BE DESIGNED FOR FORCE INDICATED ON ELEVATION. ECCENTRICITY SHALL BE CONSIDERED IN DESIGN OF CONNECTION. 4. HSS TUBES SHALL BE ASTM A500 GRADE B. 5. EACH MEMBER'S CONNECTION SHALL BE SYMMETRIC ABOUT THE CENTER OF GRAVITY OF THAT MEMBER. 6. ALL BOLTED CONNECTIONS SHALL HAVE FULLY TENSIONED HIGH STRENGTH BOLTS WITH CLASS A FAYING SURFACES. 7. SLOT IN BRACE AT GUSSET NO LARGER THAN GUSSET THICKNESS + 1/16" 8. ABBREVIATIONS: T =TENSION C =COMPRESSION BEAM PER PLAN TUBE BRACE MEMBER (SLOT TUBE AT GUSSET) PL1/2" MIN DBL ANGLE CONN. SEE BRACING ELEVATIONS FOR DESIGN FORCES, TYP COLUMN PER PLAN WP 1/2" COLUMN CAP PLATE 1 " W E L D SE T B A C K TY P ERECTION BOLT OR PIN MA X 1" C L R BOTH SIDES OF GUSSET PLATE. SEE BRACE WELD TABLE FOR REQD WELD LENGTH, L MAX 1" CLR S L PL3/8X6X6, TYP H SS 4 X 4 X 1 /4 1 1 3/16 3/16 TYP 1/4 1/4 TYP COLUMN PER PLAN WP WP BEAM PER PLAN T Y P 1 " C L R ERECTION BOLT OR PIN, TYP 1/2" CAP PL Date Drawn By: Checked By: Project Number: Project Name Sheet Title Sheet Number Revisions Seal Signature This drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requirements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation. © Copyright 2015 Architura Corporation Architura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 10 / 2 / 2 0 1 5 3 : 4 0 : 1 7 P M C: \ R e v i t \ R e v i t S t r u c t u r e 2 0 1 4 \ 2 0 1 4 . 0 0 7 8 9 _ S T _ D e l t a F au c e t H e a d q u a r t e r s E x p a n s i o n _ 0 8 0 4 2 0 1 5 _ R S T R 1 4 _ e s m i t h .r v t S610 BRACED FRAME DETAILS DELTA FAUCET HEADQUARTERS EXPANSION JMK EMS 10/02/2015 2014.00789 55 EAST 111TH STREET INDIANAPOLIS, IN 46280 BID PACKAGE 3 No. Date Description 3/4" = 1'-0" S610 1 BRACE DETAIL 3/4" = 1'-0" S610 2 BRACE DETAIL 3/4" = 1'-0" S610 3 BRACE DETAIL 3/4" = 1'-0" S610 4 BRACE DETAIL 3/4" = 1'-0" S610 5 BRACE DETAIL 3/4" = 1'-0" S610 6 SECTION 3/16 TYP 3/8" STIFFENER PL, TYP 3/16 HSS6X6X3/8 PRECAST PANEL & EMBEDS BY PRECAST CONTRACTOR, TYP PLAN ELEVATION 13/16" X 3" VERTICAL SLOT. COORDINATE EXACT SLOT SIZE AND LOCATION WITH PRECASTER PRIOR TO CONSTRUCTION. SHIMS OR LEVELING NUT BY PRECAST CONTRACTOR NOTE: COORDINATE PRECAST CONNECTION DETAILS WITH PRECAST SUPPLIER PRIOR TO STEEL FABRICATION 1' - 7 " 1' - 1 " 6" 11 5/8" 3/4" 11 5/8" 1' - 4" 1' - 4" T/TUBE XXX'-X" Z1 ELEVATION 13/16" X 3" VERTICAL SLOT. COORDINATE EXACT SLOT SIZE AND LOCATION WITH PRECASTER PRIOR TO CONSTRUCTION. SHIMS OR LEVELING NUT BY PRECAST CONTRACTOR NOTE: COORDINATE PRECAST CONNECTION DETAILS WITH PRECAST SUPPLIER PRIOR TO STEEL FABRICATION T/TUBE XXX'-X" 3/8" STIFFENER PL, TYP HSS6X6X3/8 PLAN HSS6X6X3/8 1' - 0" 6" 1' - 1 " 1' - 7 " 3/16 TYP 3/8 PRECAST PANEL & EMBEDS BY PRECAST CONTRACTOR, TYP 3/8 1' - 7" 6" 1' - 1" 3" 1' - 4" 7" 1' - 4 " 1' - 0 " Z2 BEAM PER PLAN SLAB ON METAL DECK PER PLAN DL = 100 PLF LL = 450 PLF PRECAST PANEL BY PRECAST SUPPLIER. PRECAST SUPPLIER SHALL DESIGN EMBED CONNECTION FOR PREFABRICATED CANOPY CONNECTION FOR LOADS INDICATED. COORDINATE LOCATION AND SPACING OF EMBEDS WITH PREFABRICATED CANOPY SUPPLIER. PREFABRICATED CANOPY. COORDINATE WITH ARCHITECTURAL DRAWINGS. PRECAST SPANDREL PANEL EMBED BY PRECAST SUPPLIER. DESIGN EMBED TO ALLOW FOR 2" VERTICAL DEFLECTION AND TO BRACE PRECAST COLUMN LATERALLY. PRECAST SUPPLIER PROVIDE 6"X6" EMBED FOR ANGLE KICKER CONNECTION 1/4 TYP L 4 X 4 X 1 /4 K I C K E R M I N 3 " G A P , EOS PER PLAN PLAN 3/8" STIFFENER PL, TYP 6 1 /2 " 2 ' - 1 1 " 2 ' - 7 " 1 ' - 1 " 6 " HSS6X6X3/8 HSS6X6X3/8 1' - 1" 6" 2' - 7" 6 1/2" 2' - 11" PRECAST PANEL & EMBEDS BY PRECAST CONTRACTOR, TYP CENTERLINE OF SLOTS CENTERLINE OF SLOTS 3/16 TYP 3/8 3/8 3/8 3/8 WELD DETAIL ELEVATION NOTE: COORDINATE PRECAST CONNECTION DETAILS WITH PRECAST SUPPLER PRIOR TO STEEL FABRICATION T/TUBE XXX'-X" T/TUBE XXX'-X" SHIMS OR LEVELING NUT BY PRECAST CONTRACTOR 13/16" X 3" VERTICAL SLOT. COORDINATE EXACT SLOT SIZE AND LOCATION WITH PRECASTER PRIOR TO CONSTRUCTION. Z3 Date Drawn By: Checked By: Project Number: Project Name Sheet Title Sheet Number Revisions Seal Signature This drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requirements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation. © Copyright 2015 Architura Corporation Architura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 10 / 2 / 2 0 1 5 3 : 4 0 : 2 0 P M C: \ R e v i t \ R e v i t S t r u c t u r e 2 0 1 4 \ 2 0 1 4 . 0 0 7 8 9 _ S T _ D e l t a F au c e t H e a d q u a r t e r s E x p a n s i o n _ 0 8 0 4 2 0 1 5 _ R S T R 1 4 _ e s m i t h .r v t S700 FACADE CONNECTIONS DELTA FAUCET HEADQUARTERS EXPANSION JMK EMS 10/02/2015 2014.00789 55 EAST 111TH STREET INDIANAPOLIS, IN 46280 BID PACKAGE 3 3/4" = 1'-0" S700 1 PRECAST PANEL COLUMN CONNECTION TYPE 3/4" = 1'-0" S700 2 PRECAST PANEL COLUMN CORNER CONNECTION TYPE No. Date Description 3/4" = 1'-0" S700 3 CANOPY CONNECTION AT PRECAST PANEL 3/4" = 1'-0" S700 4 SECTION 3/4" = 1'-0" S700 5 PRECAST PANEL INTERIOR COLUMN CORNER CONNECTION TYPE XB XB XF XF XH XH XJ XJ XM XM XN XN XQ XQ XS XS XU XU X2 X2 X3 X3 X4 X4 X5 X5 X1 X1 X7X7 X8X8 X6 X6 X9X9 X1 0 X1 0 X1 1 X1 1 X12X12 X13X13 1 2 3 4 ' - 0 " 4 ' - 2 " 8 ' - 4 " 3 ' - 6 " 4 ' - 0 " 1' - 2 " 5' - 0 " 3 A3 0 1 3 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 5 7 : 2 3 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A100Lower Level Demolition PlanDelta Faucet Headquarters ExpansionJELJMG11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 8 " = 1 ' - 0 " 1 De m o l i t i o n P l a n - L o w e r L e v e l Keynote Legend 1 Sawcut and remove portion of existing concrete foundation wall 2 Remove existing door, frame, and associated hardware 3 Remove existing interior wallDemolition General Notes 1. Coordinate removal, patching, or replacement of existing finishes in areas of demolition with interior design drawings.2. During demolition secure building at all times.3. After completion of demolition work thoroughly clean all surfaces prior to beginning new work.4. No construction debris, material, or construction personnel to utilize main building elevators. All vertical access to the site to be through the freight elevator if required. Coordinate with Owner for access availability.5. Contractor to provide dust barriers from floor to ceiling to prevent dust and debris from entering adjacent occuped spaces. The existing HVAC system uses a plenum return and contractor must provide a method to eliminate air transfer to areas outside of the work area.6. Review temporary construction layout with local fire marshal for maintaining existing building exits at all times.7. Contractor to coordinate staging and storage of materials with building maintenance.MEP Demolition Notes 1. HVAC:2. Lower Level - Prior to demolition, pretest the VAV box serving the corridors/storage room. Report findings to engineer.3. Lower Level - Relocate existing thermostat from demolished wall to west facing wall.4. Lower Level - Disconnect piping from glycol snow melt system at main.Provide a shutoff and cap. Remove piping to outside foundation wall and seal wall watertight with bentonite waterproofing system.5. First Floor - Prior to demolition, pretest the fan powered box serving the corridor area.6. First Floor - Relocate thermostat from outside wall for fan powered box to west wall of corridor.7. Second Level - Prior to demolition, pretest the fan powered boxes serving the conference room and serving adjacent corridor area. Report findings to engineer.8. Second Level - Remove duct back to fan powered box and cap.Electrically shut down box.9. Roof - Provide filtration media around perimeter of air intakes during demolition for all units within 80' of south wall. If winds are coming from the south during demolition, provide filtration media for all intake units on roof unless it is raining where the 80' rule can be maintained.10. All Levels - Provide filtration material at return grilles within a 50'-60' radius of the wall penetration for a period of two (2) days starting the day of demolition and not earlier.11. ELECTRICAL:12. All Levels - E.C. shall, except where otherwise noted or shown, disconnect power to all electrical equipment and devices within this area for general demolition and removal by the G.C. Maintain circuit continuity for all equipment that is to remain in use. Provide circuit continuity for all feeders,branch circuits, outlets, lighting fixtures, etc. which are served via this area or pass through this area. The E.C. shall provide blank cover plates for all junction boxes abandoned in walls that remain. The E.C. shall remove all abandoned conduit, conductors, junction boxes, etc. in the areas to remain as a result of this work.13. All Levels - Disconnect and remove a ll LV systems within the area of work.Perform proper shut-off and disconnect as required by each ssytems'manufacturer or supervising company. Maintain all circuits and devices required to remain that feed through the area of work. Coordinate with the owner prior to disconnect and removal for any LV systems in this area including but not limited to card access, fire alarm, CCTV, voice system,etc. Coordination with the owner shall include written request confirming what is to be done with any removed devices.14. Lower Level - Disconnect the existing snow melt pumps and control wires.Pumps and controls to be abandoned in place. Label power supply breakers and spare.15. All Levels - All circuits affected by this work shall be documented and turned over to the engineer. Additionall all circuit directories shall be updated in type written format.16. All Levels - Fire protection contractor shall disconnect all fire alarm devices and monitor the system during any sprinkler system modifications.17. PLUMBING:18. First and Second Levels - Sprinkler contractor shall disconnect and cap all branch sprinkler piping serving areas to be removed.19. Roof - Plumbing vent that serves sink to be removed as part of this project and shall be removed complete. Report to engineer if during demoliont if it is discovered that this vent serves anything north of the remaining building's perimeter.20 Roof - Contractor shall remove existing roof drain over existing second floor conference room complete. Remove piping back to inside main building and cap. Provide new piping support as required for section of piping remaining.No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 XB XB XF XF XH XH XJ XJ XM XM XN XN XQ XQ XS XS XU XU X2 X2 X3 X3 X4 X4 X5 X5 X1 X1 X7X7 X8X8 X6 X6 X9X9 X1 0 X1 0 X1 1 X1 1 X12X12 X13X13XAAXBB X1 0 . 1 X1 0 . 9 1 1 1 1232 2 4 3 4 2 3 A3 0 1 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 5 7 : 2 5 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A101First Floor Demolition PlanDelta Faucet Headquarters ExpansionJELJMG11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 8 " = 1 ' - 0 " 1 De m o l i t i o n P l a n - F i r s t F l o o r Keynote Legend 1 Remove existing steel building column and associated foundations 2 Remove existing vestibule wall complete including glazing 3 Remove existing door, frame, and associated hardware 4 Remove existing interior wallDemolition General Notes 1. Coordinate removal, patching, or replacement of existing finishes in areas of demolition with interior design drawings.2. During demolition secure building at all times.3. After completion of demolition work thoroughly clean all surfaces prior to beginning new work.4. No construction debris, material, or construction personnel to utilize main building elevators. All vertical access to the site to be through the freight elevator if required. Coordinate with Owner for access availability.5. Contractor to provide dust barriers from floor to ceiling to prevent dust and debris from entering adjacent occuped spaces. The existing HVAC system uses a plenum return and contractor must provide a method to eliminate air transfer to areas outside of the work area.6. Review temporary construction layout with local fire marshal for maintaining existing building exits at all times.7. Contractor to coordinate staging and storage of materials with building maintenance.MEP Demolition Notes 1. HVAC:2. Lower Level - Prior to demolition, pretest the VAV box serving the corridors/storage room. Report findings to engineer.3. Lower Level - Relocate existing thermostat from demolished wall to west facing wall.4. Lower Level - Disconnect piping from glycol snow melt system at main.Provide a shutoff and cap. Remove piping to outside foundation wall and seal wall watertight with bentonite waterproofing system.5. First Floor - Prior to demolition, pretest the fan powered box serving the corridor area.6. First Floor - Relocate thermostat from outside wall for fan powered box to west wall of corridor.7. Second Level - Prior to demolition, pretest the fan powered boxes serving the conference room and serving adjacent corridor area. Report findings to engineer.8. Second Level - Remove duct back to fan powered box and cap.Electrically shut down box.9. Roof - Provide filtration media around perimeter of air intakes during demolition for all units within 80' of south wall. If winds are coming from the south during demolition, provide filtration media for all intake units on roof unless it is raining where the 80' rule can be maintained.10. All Levels - Provide filtration material at return grilles within a 50'-60' radius of the wall penetration for a period of two (2) days starting the day of demolition and not earlier.11. ELECTRICAL:12. All Levels - E.C. shall, except where otherwise noted or shown, disconnect power to all electrical equipment and devices within this area for general demolition and removal by the G.C. Maintain circuit continuity for all equipment that is to remain in use. Provide circuit continuity for all feeders,branch circuits, outlets, lighting fixtures, etc. which are served via this area or pass through this area. The E.C. shall provide blank cover plates for all junction boxes abandoned in walls that remain. The E.C. shall remove all abandoned conduit, conductors, junction boxes, etc. in the areas to remain as a result of this work.13. All Levels - Disconnect and remove a ll LV systems within the area of work.Perform proper shut-off and disconnect as required by each ssytems'manufacturer or supervising company. Maintain all circuits and devices required to remain that feed through the area of work. Coordinate with the owner prior to disconnect and removal for any LV systems in this area including but not limited to card access, fire alarm, CCTV, voice system,etc. Coordination with the owner shall include written request confirming what is to be done with any removed devices.14. Lower Level - Disconnect the existing snow melt pumps and control wires.Pumps and controls to be abandoned in place. Label power supply breakers and spare.15. All Levels - All circuits affected by this work shall be documented and turned over to the engineer. Additionall all circuit directories shall be updated in type written format.16. All Levels - Fire protection contractor shall disconnect all fire alarm devices and monitor the system during any sprinkler system modifications.17. PLUMBING:18. First and Second Levels - Sprinkler contractor shall disconnect and cap all branch sprinkler piping serving areas to be removed.19. Roof - Plumbing vent that serves sink to be removed as part of this project and shall be removed complete. Report to engineer if during demoliont if it is discovered that this vent serves anything north of the remaining building's perimeter.20 Roof - Contractor shall remove existing roof drain over existing second floor conference room complete. Remove piping back to inside main building and cap. Provide new piping support as required for section of piping remaining.No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 XB XB XF XF XH XH XJ XJ XM XM XN XN XQ XQ XS XS XU XU X2 X2 X3 X3 X4 X4 X5 X5 X1 X1 X7X7 X8X8 X6 X6 X9X9 X1 0 X1 0 X1 1 X1 1 X12X12 X13X13 1 2 2 3 3 2 22 4 5 5 55 3 A3 0 1 66 7 77 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 5 7 : 2 7 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A102Second Floor Demolition PlanDelta Faucet Headquarters ExpansionJELJMG11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 8 " = 1 ' - 0 " 1 De m o l i t i o n P l a n - S e c o n d F l o o r Keynote Legend 1 Sawcut and remove portion of existing concrete floor slab 2 Remove existing steel and glass conference room completely 3 Remove existing steel building column and associated foundations 4 Remove existing door, frame, and associated hardware 5 Remove existing interior wall 6 Remove existing casework and plumbing fixtures. Return loose small appliances to owner. Refer to MEP demolition notes for additional information.7 Remove and return to owner existing vending machines and refrigerator.Demolition General Notes 1. Coordinate removal, patching, or replacement of existing finishes in areas of demolition with interior design drawings.2. During demolition secure building at all times.3. After completion of demolition work thoroughly clean all surfaces prior to beginning new work.4. No construction debris, material, or construction personnel to utilize main building elevators. All vertical access to the site to be through the freight elevator if required. Coordinate with Owner for access availability.5. Contractor to provide dust barriers from floor to ceiling to prevent dust and debris from entering adjacent occuped spaces. The existing HVAC system uses a plenum return and contractor must provide a method to eliminate air transfer to areas outside of the work area.6. Review temporary construction layout with local fire marshal for maintaining existing building exits at all times.7. Contractor to coordinate staging and storage of materials with building maintenance.MEP Demolition Notes 1. HVAC:2. Lower Level - Prior to demolition, pretest the VAV box serving the corridors/storage room. Report findings to engineer.3. Lower Level - Relocate existing thermostat from demolished wall to west facing wall.4. Lower Level - Disconnect piping from glycol snow melt system at main.Provide a shutoff and cap. Remove piping to outside foundation wall and seal wall watertight with bentonite waterproofing system.5. First Floor - Prior to demolition, pretest the fan powered box serving the corridor area.6. First Floor - Relocate thermostat from outside wall for fan powered box to west wall of corridor.7. Second Level - Prior to demolition, pretest the fan powered boxes serving the conference room and serving adjacent corridor area. Report findings to engineer.8. Second Level - Remove duct back to fan powered box and cap.Electrically shut down box.9. Roof - Provide filtration media around perimeter of air intakes during demolition for all units within 80' of south wall. If winds are coming from the south during demolition, provide filtration media for all intake units on roof unless it is raining where the 80' rule can be maintained.10. All Levels - Provide filtration material at return grilles within a 50'-60' radius of the wall penetration for a period of two (2) days starting the day of demolition and not earlier.11. ELECTRICAL:12. All Levels - E.C. shall, except where otherwise noted or shown, disconnect power to all electrical equipment and devices within this area for general demolition and removal by the G.C. Maintain circuit continuity for all equipment that is to remain in use. Provide circuit continuity for all feeders,branch circuits, outlets, lighting fixtures, etc. which are served via this area or pass through this area. The E.C. shall provide blank cover plates for all junction boxes abandoned in walls that remain. The E.C. shall remove all abandoned conduit, conductors, junction boxes, etc. in the areas to remain as a result of this work.13. All Levels - Disconnect and remove a ll LV systems within the area of work.Perform proper shut-off and disconnect as required by each ssytems'manufacturer or supervising company. Maintain all circuits and devices required to remain that feed through the area of work. Coordinate with the owner prior to disconnect and removal for any LV systems in this area including but not limited to card access, fire alarm, CCTV, voice system,etc. Coordination with the owner shall include written request confirming what is to be done with any removed devices.14. Lower Level - Disconnect the existing snow melt pumps and control wires.Pumps and controls to be abandoned in place. Label power supply breakers and spare.15. All Levels - All circuits affected by this work shall be documented and turned over to the engineer. Additionall all circuit directories shall be updated in type written format.16. All Levels - Fire protection contractor shall disconnect all fire alarm devices and monitor the system during any sprinkler system modifications.17. PLUMBING:18. First and Second Levels - Sprinkler contractor shall disconnect and cap all branch sprinkler piping serving areas to be removed.19. Roof - Plumbing vent that serves sink to be removed as part of this project and shall be removed complete. Report to engineer if during demoliont if it is discovered that this vent serves anything north of the remaining building's perimeter.20 Roof - Contractor shall remove existing roof drain over existing second floor conference room complete. Remove piping back to inside main building and cap. Provide new piping support as required for section of piping remaining.No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 XB XB XF XF XH XH XJ XJ XM XM XN XN XQ XQ XS XS XU XU X2 X2 X3 X3 X4 X4 X5 X5 X1 X1 X7X7 X8X8 X6 X6 X9X9 X1 0 X1 0 X1 1 X1 1 X12X12 X13X13 1 1 3 A3 0 1 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 5 7 : 2 8 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A103Roof Demolition PlanDelta Faucet Headquarters ExpansionJELJMG11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 8 " = 1 ' - 0 " 1 De m o l i t i o n P l a n - R o o f Demolition General Notes 1. Coordinate removal, patching, or replacement of existing finishes in areas of demolition with interior design drawings.2. During demolition secure building at all times.3. After completion of demolition work thoroughly clean all surfaces prior to beginning new work.4. No construction debris, material, or construction personnel to utilize main building elevators. All vertical access to the site to be through the freight elevator if required. Coordinate with Owner for access availability.5. Contractor to provide dust barriers from floor to ceiling to prevent dust and debris from entering adjacent occuped spaces. The existing HVAC system uses a plenum return and contractor must provide a method to eliminate air transfer to areas outside of the work area.6. Review temporary construction layout with local fire marshal for maintaining existing building exits at all times.7. Contractor to coordinate staging and storage of materials with building maintenance.Keynote Legend 1 Remove existing roof structure - protect existing adjacent Building and parapet.Prep existing roof to receive expansion joint at new construction interface.MEP Demolition Notes 1. HVAC:2. Lower Level - Prior to demolition, pretest the VAV box serving the corridors/storage room. Report findings to engineer.3. Lower Level - Relocate existing thermostat from demolished wall to west facing wall.4. Lower Level - Disconnect piping from glycol snow melt system at main.Provide a shutoff and cap. Remove piping to outside foundation wall and seal wall watertight with bentonite waterproofing system.5. First Floor - Prior to demolition, pretest the fan powered box serving the corridor area.6. First Floor - Relocate thermostat from outside wall for fan powered box to west wall of corridor.7. Second Level - Prior to demolition, pretest the fan powered boxes serving the conference room and serving adjacent corridor area. Report findings to engineer.8. Second Level - Remove duct back to fan powered box and cap.Electrically shut down box.9. Roof - Provide filtration media around perimeter of air intakes during demolition for all units within 80' of south wall. If winds are coming from the south during demolition, provide filtration media for all intake units on roof unless it is raining where the 80' rule can be maintained.10. All Levels - Provide filtration material at return grilles within a 50'-60' radius of the wall penetration for a period of two (2) days starting the day of demolition and not earlier.11. ELECTRICAL:12. All Levels - E.C. shall, except where otherwise noted or shown, disconnect power to all electrical equipment and devices within this area for general demolition and removal by the G.C. Maintain circuit continuity for all equipment that is to remain in use. Provide circuit continuity for all feeders,branch circuits, outlets, lighting fixtures, etc. which are served via this area or pass through this area. The E.C. shall provide blank cover plates for all junction boxes abandoned in walls that remain. The E.C. shall remove all abandoned conduit, conductors, junction boxes, etc. in the areas to remain as a result of this work.13. All Levels - Disconnect and remove a ll LV systems within the area of work.Perform proper shut-off and disconnect as required by each ssytems'manufacturer or supervising company. Maintain all circuits and devices required to remain that feed through the area of work. Coordinate with the owner prior to disconnect and removal for any LV systems in this area including but not limited to card access, fire alarm, CCTV, voice system,etc. Coordination with the owner shall include written request confirming what is to be done with any removed devices.14. Lower Level - Disconnect the existing snow melt pumps and control wires.Pumps and controls to be abandoned in place. Label power supply breakers and spare.15. All Levels - All circuits affected by this work shall be documented and turned over to the engineer. Additionall all circuit directories shall be updated in type written format.16. All Levels - Fire protection contractor shall disconnect all fire alarm devices and monitor the system during any sprinkler system modifications.17. PLUMBING:18. First and Second Levels - Sprinkler contractor shall disconnect and cap all branch sprinkler piping serving areas to be removed.19. Roof - Plumbing vent that serves sink to be removed as part of this project and shall be removed complete. Report to engineer if during demoliont if it is discovered that this vent serves anything north of the remaining building's perimeter.20 Roof - Contractor shall remove existing roof drain over existing second floor conference room complete. Remove piping back to inside main building and cap. Provide new piping support as required for section of piping remaining.No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 DN UP 56 58 57 18 6 0 1 8 4 8 1 8 4 8 1 8 4 8 1 8 4 8 1 8 3 6 1 8 4 8 1 8 4 8 1 8 4 8 W1 1 C1 2 C12C12 C 1 2 C 1 2 C 1 2 C 1 2 C1 2 W 4 6 W 4 6 W3 4 W1 1 W3 4 W 4 6 W 4 6 1 8 4 8 1 8 4 8 18 4 8 18 4 8 UP RE F . S Me c h a n i c a l 01 2 St o r a g e R o o m 00 9 Li f e C y c l e T e s t i n g 02 1 Me c h a n i c a l & Su p p l y 02 2 1 A3 0 0 2 A3 0 0 A A B B C C D D E E F F G G H H I I J J 11 22 33 44 55 66 77 88 99 1010 1212 Mo d e l S h o p 01 4 St o r a g e R o o m 01 5 Of f i c e 01 6 Gr i n d i n g 01 7 Cl e a n i n g R o o m 01 8 3D P r i n t i n g 01 9 Ba t h i n g Ex p e r i e n c e (F u t u r e ) 00 7 Ba t h i n g I n s t a l l & Te s t i n g 00 4 Pa c k a g e T e s t i n g 00 3 La b W o r k A r e a 02 3 W. I . P . 02 6 Se c u r e S t o r a g e 02 7 Op t i c a l 02 4 Pe n d i n g 02 5 A Of f i c e 02 9 Wa t e r S e r v i c e 03 1 El e c t r i c a l R o o m 03 0 Wo r k r o o m 03 2 Co r r i d o r 00 5 Ch a n g i n g (F u t u r e ) 00 6 W. R . R . 00 8 M. R . R . 01 0 ID F 01 3 Ja n . 01 1 XB XB XF XHXJ XMXN XQXSXU X2 X2 X3 X3 X4 X4 X5 X5 X1 X1 In c o m i n g 02 5 La b O f f i c e s 02 8 1 A3 0 1 2 A3 0 1 2 A3 1 0 3 A3 1 0 1 A3 1 0 5 A3 1 0 1 A3 1 2 2 A3 1 3 2 A3 1 1 1 A3 1 3 1 A3 1 1 Co r r i d o r 00 2 El e v a t o r EL E V 1 El e v a t o r EL E V 2 St a i r ST R 1 St a i r ST R 2 0 2 6 B 02 9 B S 1 - 0 S 2 - 0 01 5 01 7 0 0 8 00 6 00 7 A 01 4 02 9 A 02 5 A 02 7 0 2 4 02 6 A 00 9 0 3 1 01 6 0 1 3 03 0 0 1 1 0 2 2 0 2 1 01 8 01 9 0 1 0 0 0 3 00 4 A Ch a s e 00 4 A 0 0 7 B 0 0 4 El e v a t o r L o b b y 02 0 A4 0 1 4 A4 0 0 4 4. 3 A. 4 A. 4 Pe d e s t r i a n Co n n e c t o r 00 1 A4 1 0 2 A4 1 0 1 0 1 2 Fa c i l i t y S t o r a g e 03 3 0 3 3 H. 8 5A 11 A 11 B 6D 5A 5A 5A 10 C 10 C 10 C 6A 6A 6A 6A 5A 5A 11 A 11 A 11 A 5A 11 A 11 A 5A 5A 6A 6A 6A 6A 6A 6A 6A 6A 6A 6A 6A 6A 6A 6A6A 6A 6A 6A 10 B 10 B 7B 10 B 7B 10 D 10 B 7B 5A 5A 5A 5A 11 A 5A 5A 5A 5A 02 5 B 02 5 A 02 5 C 02 1 B 02 1 A 02 8 A 02 1 C 02 1 D 01 9 A 01 9 B 01 9 C 01 6 A 01 6 B 00 4 02 9 A 02 9 B 1 3 5 . 0 0 ° A5 3 0 1 Si m 5A 2 A3 1 1 Si m 2 A3 1 2 5 A3 1 1 A4 5 0 1 3 A3 0 1 1E1E1E 1E 1E 1E 1E A3 4 0 1 2 A3 3 0 72 " x 2 4 " me c h a n i c a l lo u v e r , s i l l @ 10 ' - 0 " A F F 2 A3 3 1 3 A3 3 1 A4 2 0 3 A4 4 0 1 2 00 1 A5 3 0 3 A5 3 0 5 A5 3 0 4 0 2 6 C E Q E Q E Q E Q 3' - 0 " EQ EQ A4 4 3 4 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 0 : 1 7 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A110Lower Level Floor PlanDelta Faucet Headquarters ExpansionJELLT11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 8 " = 1 ' - 0 " 1 Lo w e r L e v e l Plan General Notes 1. All construction to meet Americans with Disabilities Act (ADA)requirements for reach and clear floor space - see sheet G-001 for more information.2. Align finishes at joints between new and existing walls that appear to be aligned on the plan unless noted otherwise.3. Dimensions are from face of stud or block unless noted otherwise.4. All work must meet applicable state and local codes. verify any changes from drawings with architect.5 Showroom and International Exhibit displays are shown as reference only. Technical plans and details will be provided in a future bid package. Refer to MEP sheets for MEP connections,lighting, and power.6 Loose furniture other than systems furniture to be provided by Owner and shown for reference only.No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #211 DN 56 58 57 18 6 0 1 8 4 8 1 8 4 8 1 8 4 8 1 8 4 8 1 8 3 6 1 8 4 8 1 8 4 8 1 8 4 8 W1 1 C1 2 C12C12 C 1 2 C 1 2 C 1 2 C 1 2 C1 2 W 4 6 W 4 6 W3 4 W1 1 W3 4 W 4 6 W 4 6 1 8 4 8 1 8 4 8 18 4 8 18 4 8 RE F . UP UP 1 A3 0 0 2 A3 0 0 A A B B C C D D E E F F G G H H I I J J 11 22 33 44 55 66 77 88 99 1010 1212XB XB XF XHXJ XMXN XQXSXU X2 X2 X3 X3 X4 X4 X5 X5 X1 X1 1 A3 0 1 2 A3 0 1 2 A3 1 0 3 A3 1 0 1 A3 1 0 5 A3 1 0 1 A3 1 2 2 A3 1 3 2 A3 1 1 1 A3 1 3 1 A3 1 1 4. 3 A. 4 A. 4 H. 8 2 A3 1 2 5 A3 1 1 3 A3 0 1 A3 4 0 1 2 A3 3 0 2 A3 3 1 3 A3 3 1 2 Me c h a n i c a l 01 2 St o r a g e R o o m 00 9 Li f e C y c l e T e s t i n g 02 1 Me c h a n i c a l & Su p p l y 02 2 Mo d e l S h o p 01 4 St o r a g e R o o m 01 5 Of f i c e 01 6 Gr i n d i n g 01 7 Cl e a n i n g R o o m 01 8 3D P r i n t i n g 01 9 Ba t h i n g Ex p e r i e n c e (F u t u r e ) 00 7 Ba t h i n g I n s t a l l & Te s t i n g 00 4 Pa c k a g e T e s t i n g 00 3 La b W o r k A r e a 02 3 W. I . P . 02 6 Se c u r e S t o r a g e 02 7 Op t i c a l 02 4 Pe n d i n g 02 5 A Of f i c e 02 9 Wa t e r S e r v i c e 03 1 El e c t r i c a l R o o m 03 0 Wo r k r o o m 03 2 Co r r i d o r 00 5 Ch a n g i n g (F u t u r e ) 00 6 W. R . R . 00 8 M. R . R . 01 0 ID F 01 3 Ja n . 01 1 In c o m i n g 02 5 La b O f f i c e s 02 8 Co r r i d o r 00 2 El e v a t o r EL E V 1 El e v a t o r EL E V 2 St a i r ST R 1 St a i r ST R 2 Ch a s e 00 4 A El e v a t o r L o b b y 02 0 Pe d e s t r i a n Co n n e c t o r 00 1 Fa c i l i t y S t o r a g e 03 3 1 3 5 . 0 0 ° A5 3 0 1 Si m 2 A3 1 1 Si m 2 4 ' - 0 " 2 ' - 0 " 4 ' - 0 " 4 ' - 0 " 7 ' - 6 " 1 6 ' - 0 " 1 7 ' - 0 " 7 ' - 0 " 2 4 ' - 0 " 1 0 ' - 8 " 1 3 ' - 4 " 2 3 ' - 6 " 72 " x 2 4 " me c h a n i c a l lo u v e r , s i l l @ 10 ' - 0 " A F F 1 0 ' - 0 " C l e a r 00 1 10 ' - 0 " 80 ' - 0 " 11 ' - 0 " 13 ' - 0 " 5' - 2 " 1' - 6 " 10 ' - 0 " 22 ' - 2 " 11 ' - 4 " 6' - 9 1 / 8 " 13 ' - 2 7 / 8 " 11 ' - 4 " 12 ' - 2 " 1' - 6 " 8' - 6 " 14 ' - 0 " 1' - 6 " 11 4 ' - 0 " 3 0 ' - 5 " 1 0 6 ' - 6 " 1 8 ' - 0 " 3 ' - 4 " 3 ' - 4 " 1 ' - 8 " 5 ' - 0 " 1 ' - 6 " 1 6 ' - 6 " 1 ' - 6 " 2 7 ' - 6 " 1 4 ' - 0 " 7 ' - 0 " 1 4 ' - 0 " 2 1 ' - 0 " 2 0 ' - 0 " 1 ' - 6 " 1 5 ' - 5 " 5 ' - 6 " 8 ' - 0 " 1 ' - 6 " 1 6 1 ' - 7 " 27 ' - 0 " 28 ' - 2 5 / 8 " 6' - 2 " 61 ' - 4 5 / 8 " 1' - 2 " 5' - 0 " 12 ' - 6 " 28 ' - 6 " 28 ' - 2 5 / 8 " 6' - 2 " 69 ' - 2 5 / 8 " 1' - 2 " 5' - 0 " 75 ' - 4 5 / 8 " 5 ' - 6 " 1 ' - 6 " 1 4 ' - 0 " 1 ' - 6 " 3 ' - 6 " 6 " 6 " 1 6 1 ' - 7 " 1 ' - 8 " 5 ' - 0 " 1 ' - 6 " 1 8 ' - 0 " 2 6 ' - 0 " 1 ' - 6 " 1 4 ' - 0 " 1 ' - 6 " 5 ' - 6 " 1 4 ' - 0 " 2 1 ' - 0 " 2 0 ' - 0 " 2 2 ' - 5 " 1 ' - 6 " 6 ' - 6 " 1 ' - 6 " 8 ' - 0 " 8 4 ' - 5 " 1 7 ' - 0 " 4 5 ' - 6 " 3 ' - 4 " 3 ' - 4 " 3 ' - 0 " 5 ' - 0 " 2 ' - 2 " 10 0 ' - 2 " 1' - 6 " 8' - 4 " 1' - 8 " 22 ' - 2 " 11 ' - 4 " 20 ' - 0 " 11 ' - 4 " 12 ' - 2 " 10 ' - 0 " 1' - 8 " 9' - 1 0 " 3' - 4 " 30 ' - 2 " 3' - 4 " 16 ' - 8 " 3' - 4 " 30 ' - 2 " 3' - 4 " 1' - 8 " 1' - 8 " 1' - 8 " 1' - 8 " 1' - 8 " 1' - 8 " 1' - 8 " 1' - 8 " 1' - 4 1 / 8 " 8' - 7 1 / 4 " 25 ' - 7 5 / 8 " 4' - 0 " 8' - 6 " 7' - 7 3 / 8 " 9' - 9 5 / 8 " 3' - 1 0 " 19 ' - 3 7 / 8 " 1' - 4 1 / 8 " 1' - 4 1 / 8 " 8' - 7 1 / 4 " 13 ' - 0 5 / 8 " 8" 8" 10 ' - 0 " 8" 8" 3' - 1 " 2' - 0 3 / 8 " 13 ' - 6 5 / 8 " 8" 8 3 / 8 " 9' - 9 5 / 8 " 10 " 8" 5' - 4 " 16 ' - 3 7 / 8 " 1' - 4 1 / 8 " 8' - 9 1 / 2 " 14 ' - 0 1 / 2 " 22 ' - 1 1 " 9' - 9 5 / 8 " 12 ' - 2 " 10 ' - 0 1 / 2 " 2' - 3 1 / 2 " 1' - 4 1 / 8 " 18 ' - 7 1 / 4 " 6' - 5 1 1 / 1 6 " 2' - 4 " 4' - 2 3 / 8 " 3' - 1 5 / 8 " 4' - 1 1 3 / 8 " 1' - 8 1 5 / 1 6 " 3' - 1 0 1 1 / 1 6 " 5' - 1 1 " 2' - 0 3 / 1 6 " 11 ' - 1 1 / 8 " 1' - 4 1 / 8 " 1' - 2 3 / 4 " 17 ' - 4 1 / 2 " 8' - 9 1 1 / 1 6 " 4' - 2 3 / 8 " 8' - 1 " 11 ' - 6 5 / 8 " 13 ' - 1 5 / 1 6 " 9' - 9 5 / 8 " 6' - 1 1 1 / 4 " 5' - 2 3 / 4 " 3' - 4 1 3 / 1 6 " 6' - 4 5 / 1 6 " 1' - 0 7 / 8 " 1' - 6 7 / 8 " 11 ' - 4 1 / 4 " 1' - 0 7 / 8 " 1' - 6 7 / 8 " 25 ' - 1 0 1 / 4 " 1' - 0 7 / 8 " 1' - 0 7 / 8 " 25 ' - 1 0 7 / 8 " 1' - 2 7 / 8 " 1' - 2 " 8 9 / 1 6 " 8"6' - 8 7 / 1 6 " 3' - 3 9 / 1 6 " 8" 8"6' - 1 1 1 / 1 6 " 1' - 4 1 / 8 " 18 ' - 7 1 / 4 " 3' - 9 1 1 / 1 6 " 4' - 0 " 3' - 6 " 4' - 0 " 2' - 7 3 / 4 " 4' - 0 " 10 ' - 8 1 / 4 " 13 ' - 1 5 / 1 6 " 9' - 9 5 / 8 " 10 " 8" 12 ' - 6 " 8' - 4 " 8" 8"4' - 0 " 8' - 3 1 / 8 " 1' - 0 7 / 8 " 1' - 6 7 / 8 " 25 ' - 1 0 1 / 4 " 1' - 0 7 / 8 " 1' - 0 7 / 8 " 25 ' - 1 0 7 / 8 " 1' - 2 7 / 8 " 1' - 2 " 10 " 8" 8" 8 3 / 8 " 1' - 4 1 / 8 " 12 ' - 1 0 7 / 8 " 4' - 0 " 6' - 0 " 8' - 9 " 8" 8" 10 ' - 0 " 8" 8" 18 ' - 8 " 8" 8 3 / 8 " 11 ' - 0 5 / 8 " 12 ' - 9 " 5' - 0 " 18 ' - 1 7 / 8 " 1' - 4 1 / 8 " 1' - 4 1 / 8 " 16 ' - 1 0 7 / 8 " 14 ' - 9 " 8" 8" 10 ' - 0 " 8" 8" 18 ' - 8 " 8" 8 3 / 8 " 9' - 1 1 5 / 8 " 8" 5" 17 ' - 9 " 3' - 4 " 8" 8" 13 ' - 5 7 / 8 " 1' - 4 1 / 8 " 1' - 4 1 / 8 " 16 ' - 1 0 7 / 8 " 14 ' - 9 " 8" 8" 10 ' - 0 5 / 8 " 6' - 3 3 / 1 6 " 3' - 6 " 1' - 8 7 / 1 6 " 3' - 6 " 6' - 4 3 / 1 6 " 9' - 1 1 5 / 8 " 1' - 1 " 6' - 0 1 / 4 " 3' - 1 3 / 4 " 22 ' - 3 " 4' - 5 7 / 8 " 1' - 4 1 / 8 " 7 3 / 8 " 1' - 1 " 17 ' - 1 0 " 1' - 1 " 8 3 / 8 " 1' - 4 1 / 8 " 8' - 7 " 1' - 0 7 / 8 " 6"1' - 0 7 / 8 " 16 ' - 1 1 / 8 " 8' - 6 " 7' - 1 0 " 1' - 2 " 19 ' - 6 3 / 8 " 11 ' - 0 5 / 8 " 2' - 6 " 3' - 1 1 " 5' - 1 1 " 1' - 9 " 21 ' - 9 7 / 8 " 1' - 4 1 / 8 " 7' - 1 5 / 1 6 " 8 1 1 / 1 6 " 8" 18 ' - 8 " 8" 8 3 / 8 " 1' - 4 1 / 8 " 21 ' - 7 7 / 8 " 13 ' - 1 " 12 ' - 6 " 7' - 1 " 3' - 6 " 3' - 6 " 4' - 1 " 12 ' - 4 " 23 ' - 6 7 / 8 " 1' - 4 1 / 8 " 1' - 0 7 / 8 " 16 ' - 5 1 / 8 " 4' - 0 " 8" 8" 2' - 9 " 5' - 0 " 2' - 3 " 8" 1' - 2 " 10 ' - 4 " 2' - 1 " 3' - 8 3 / 8 " 2' - 0 5 / 8 " 8" 8" 3' - 4 " 6' - 0 " 16 ' - 2 " 1 ' - 4 1 / 8 " 1 6 ' - 1 7 / 8 " 2 ' - 3 5 / 8 " 2 ' - 0 3 / 8 " 2 ' - 8 " 5 ' - 0 " 3 ' - 2 " 8 ' - 2 " 4 ' - 0 " 7 ' - 3 " 3 5 ' - 6 " 7 ' - 0 " 1 2 ' - 6 1 1 / 1 6 " 1 2 ' - 8 1 5 / 1 6 " 4 ' - 0 3 / 8 " 2 0 ' - 3 5 / 8 " 9 ' - 4 1 / 4 " 1 ' - 4 1 / 8 " 1 ' - 4 1 / 8 " 1 8 ' - 5 1 / 2 " 1 1 ' - 5 3 / 8 " 8 " 9 " 6 ' - 8 " 4 ' - 0 " 7 ' - 1 1 " 8 " 8 " 1 9 ' - 8 " 8 " 8 " 1 2 ' - 8 " 8 " 8 " 7 ' - 0 " 1 2 ' - 8 " 8 " 8 " 5 ' - 3 3 / 8 " 3 ' - 5 1 / 4 " 1 7 ' - 5 3 / 8 " 8 " 8 " 8 ' - 1 5 / 8 " 1 ' - 4 1 / 8 " 4 ' - 7 7 / 8 " 4 ' - 5 " 1 1 ' - 3 " 3 5 ' - 6 " 4 7 ' - 1 1 7 / 8 " 1 ' - 4 1 / 8 " 1 6 ' - 7 7 / 8 " 1 ' - 4 1 / 8 " 3 ' - 1 1 3 / 8 " 4 ' - 0 " 1 7 ' - 4 1 / 4 " 4 ' - 0 3 / 8 " 2 ' - 0 " 4 ' - 0 " 1 4 ' - 3 5 / 8 " 9 ' - 4 1 / 4 " 1 ' - 4 1 / 8 " 2 8 ' - 1 1 7 / 8 " 1 ' - 7 " 7 ' - 5 " 1 3 ' - 3 " 7 ' - 1 1 1 / 4 " 7 5 / 8 " 7 ' - 1 " 4 ' - 0 1 / 8 " 8 " 8 " 1 2 ' - 8 " 8 " 8 " 7 ' - 0 " 1 2 ' - 8 " 8 " 8 " 2 ' - 9 5 / 8 " 5 ' - 1 1 " 1 6 ' - 8 " 1 ' - 5 3 / 8 " 8 " 5 ' - 1 0 " 2 ' - 3 5 / 8 " 9 ' - 4 1 / 4 " 1 ' - 4 1 / 8 " 4 ' - 4 " 8 ' - 4 " 1 ' - 4 1 / 8 " 1 8 ' - 9 7 / 8 " 6 ' - 0 " 4 ' - 8 5 / 8 " 1 ' - 0 3 / 8 " 9 " 6 ' - 8 " 1 1 ' - 1 1 " 8 " 8 " 6 ' - 1 0 5 / 8 " 8 1 / 4 " 8 ' - 5 3 / 8 " 3 ' - 7 3 / 4 " 8 " 8 " 1 2 ' - 8 " 8 " 8 " 7 ' - 0 " 1 2 ' - 8 " 8 " 8 " 4 ' - 1 1 1 / 2 " 2 0 ' - 1 1 / 2 " 1 ' - 9 " 8 " 7 " 3 ' - 0 " 2 ' - 3 " 2 ' - 3 5 / 8 " 9 ' - 4 1 / 4 " 1 ' - 4 1 / 8 " 1 ' - 4 1 / 8 " 2 4 ' - 9 7 / 8 " 6 ' - 6 " 4 ' - 2 " 3 ' - 6 " 3 ' - 6 " 9 ' - 4 " 4 ' - 7 1 / 4 " 2 ' - 5 3 / 8 " 5 ' - 6 " 2 ' - 5 3 / 8 " 4 ' - 1 " 8 " 8 " 1 9 ' - 8 " 8 " 8 " 1 2 ' - 8 " 8 " 8 " 1 2 ' - 8 3 / 8 " 4 ' - 2 1 / 4 " 4 ' - 0 " 2 ' - 5 " 2 ' - 1 0 3 / 8 " 8 " 8 " 4 ' - 8 " 2 ' - 6 " 2 ' - 6 " 7 ' - 9 7 / 8 " 1 ' - 4 1 / 8 " 4' - 3 3 / 8 " 6' - 6 1 / 4 " 4' - 4 7 / 8 " 7' - 0 1 / 2 " 8 " 8 " 4 ' - 7 " 3 ' - 2 1 / 8 " 1 1 ' - 3 7 / 8 " 17 ' - 8 " 15 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 2 / 1 8 / 2 0 1 5 1 : 2 1 : 1 6 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A110DLower Level Dimensioned PlanDelta Faucet Headquarters ExpansionJELJEL11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 8 " = 1 ' - 0 " 1 Lo w e r L e v e l D i m e n s i o n e d P l a n Plan General Notes 1. All construction to meet Americans with Disabilities Act (ADA)requirements for reach and clear floor space - see sheet G-001 for more information.2. Align finishes at joints between new and existing walls that appear to be aligned on the plan unless noted otherwise.3. Dimensions are from face of stud or block unless noted otherwise.4. All work must meet applicable state and local codes. verify any changes from drawings with architect.5 Showroom and International Exhibit displays are shown as reference only. Technical plans and details will be provided in a future bid package. Refer to MEP sheets for MEP connections,lighting, and power.6 Loose furniture other than systems furniture to be provided by Owner and shown for reference only.No. Date Description 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 12 11/24/15 BP#4 Addendum #3 13 12/01/15 BP#4 Addendum #4 14 12/04/15 BF#4 Addendum #5 15 12/18/15 ASI 002 UP UP UP S (0.75~ 9 0 , 0 0 0 ~ ~ 2 . 5 " ) (0.75 ~ 1 2 0 , 0 0 0 ~ ~ 2 . 5 " ) D C HC HC D C AIR OUT AIR OUT D C H 1 8 4 2 H C H C D 1 C H E M C 1 H 1 R A E 1 E 2 D C G GG G H C D C C H H C UPUP UP S A2 0 0 1 A2 0 0 2 In t e r n a t i o n a l 11 0 Ve s t i b u l e 11 1 Sh o w r o o m 11 2 En t r y 11 3 Ki t c h e n 10 5 Ca f e 10 3 Re c e p t i o n 11 4 1 A3 0 0 2 A3 0 0 A A B B C C D D E E F F G G H H I I J J 11 22 33 44 5 5 66 77 88 99 1010 12 12 M. R . R . 11 6 W. R . R . 11 7 W. R . R . 10 7 M. R . R . 10 8 ID F 10 9 Ja n . 10 6 IT / E l e c 11 5 XBXF XHXJ XMXN XQXSXU X2 X2 X3 X3 X4 X4 X5 X5 X1 X1 1 A3 0 1 2 A3 0 1 2 A3 1 0 3 A3 1 0 1 A3 1 0 5 A3 1 0 1 A3 1 2 1 A3 3 0 2 A3 1 3 2 A3 1 1 1 A3 1 1 Co r r i d o r 10 2 Pe d e s t r i a n Co n n e c t o r 10 1 El e v a t o r EL E V 2 El e v a t o r EL E V 1 St a i r ST R 2 St a i r ST R 1 St a i r ST R 3 4 A3 0 1 11 0 10 7 10 8 10 9 S2 - 1 B 10 6 1 1 5 1 1 7 11 6 10 5 B 1 0 5 C 10 5 A A4 0 0 3 A4 0 1 3 A4 0 2 3 4. 3 A. 4 A. 4 A4 1 2 1 A4 1 1 1 A4 0 2 2 A3 4 2 2 A3 4 2 1 1 0 5 D At r i u m 10 4 St o r a g e 11 8 H. 8 1B 1A 5A 3A 6A 10 D 10 A 10 B 10 A 10 B 6A 5A 6A 5A 10 A 10 B A4 3 0 1 2 A3 1 1 Si m 2 A3 1 2 5 A3 1 1 3 A3 2 2 Si m A4 2 0 1 11 1 A S 2 - 1 A 10 3 A 10 3 B 10 3 C 3 A3 0 1 Ho l d i n g 10 5 D 1 1 8 S 1 - 1 A3 4 1 3 12 2 A3 3 0 10 1 B 1 1 3 A 1 0 1 D 1 0 1 A 1 0 1 C S1 - 1 A 3 A3 3 2 1 A3 3 2 A3 4 1 4 A3 4 1 5 A4 5 0 2 A4 5 1 1 A3 4 2 3 A4 4 0 6 11 2 A 10 A 6A 11 1 B 1 1 3 B 11 2 A 1 1 2 B 11 2 C 11 2 D 11 1 A 11 3 A Li g h t i n g C l o s e t 11 2 A Cu r t a i n , c e i l i n g t r a c k , a n d lo c k a b l e c a s e w o r k d o o r 8' t a l l d e e p c s w r k . wi t h o n e r o d / s h e l f Sl o p e d k n e e w a l l fo r M E P p i p i n g co n c e a l m e n t A5 3 0 8 A5 3 0 1 Si m A5 3 0 2 1' - 0 " EQ EQ E Q E Q E Q E Q A4 4 3 6 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 0 : 3 0 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A111First Floor PlanDelta Faucet Headquarters ExpansionJELJEL11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 8 " = 1 ' - 0 " 1 Fi r s t F l o o r Plan General Notes 1. All construction to meet Americans with Disabilities Act (ADA)requirements for reach and clear floor space - see sheet G-001 for more information.2. Align finishes at joints between new and existing walls that appear to be aligned on the plan unless noted otherwise.3. Dimensions are from face of stud or block unless noted otherwise.4. All work must meet applicable state and local codes. verify any changes from drawings with architect.5 Showroom and International Exhibit displays are shown as reference only. Technical plans and details will be provided in a future bid package. Refer to MEP sheets for MEP connections,lighting, and power.6 Loose furniture other than systems furniture to be provided by Owner and shown for reference only.No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #211 11 UP S (0.75~ 9 0 , 0 0 0 ~ ~ 2 . 5 " ) (0.75 ~ 1 2 0 , 0 0 0 ~ ~ 2 . 5 " ) D C HC HC D C AIR OUT AIR OUT D C H 1 8 4 2 H C H C D 1 C H E M C 1 H 1 R A E 1 E 2 D C G GG G H C D C C H H C S UP UP UPUP UP A2 0 0 1 A2 0 0 A2 0 1 1 2 1 A3 0 0 2 A3 0 0 A A B B C C D D E E F F G G H H I I J J 11 22 33 44 5 5 66 77 88 99 1010 12 12 XBXF XHXJ XMXN XQXSXU X2 X2 X3 X3 X4 X4 X5 X5 X1 X1 1 A3 0 1 2 A3 0 1 2 A3 1 0 3 A3 1 0 1 A3 1 0 5 A3 1 0 1 A3 1 2 1 A3 3 0 2 A3 1 3 2 A3 1 1 1 A3 1 1 4 A3 0 1 4. 3 A. 4 A. 4 A3 4 2 2 A3 4 2 1 H. 8 2 A3 1 2 5 A3 1 1 3 A3 0 1 A3 4 1 3 12 2 A3 3 0 3 A3 3 2 1 A3 3 2 2 A3 3 2 A3 4 1 4 A3 4 1 5 A3 4 2 3 In t e r n a t i o n a l 11 0 Ve s t i b u l e 11 1 Sh o w r o o m 11 2 En t r y 11 3 Ki t c h e n 10 5 Ca f e 10 3 Re c e p t i o n 11 4 M. R . R . 11 6 W. R . R . 11 7 W. R . R . 10 7 M. R . R . 10 8 ID F 10 9 Ja n . 10 6 IT / E l e c 11 5 Co r r i d o r 10 2 Pe d e s t r i a n Co n n e c t o r 10 1 El e v a t o r EL E V 2 El e v a t o r EL E V 1 St a i r ST R 2 St a i r ST R 1 St a i r ST R 3 At r i u m 10 4 St o r a g e 11 8 2 A3 1 1 Si m 3 A3 2 2 Si m Ho l d i n g 10 5 D Li g h t i n g C l o s e t 11 2 A Sl o p e d k n e e w a l l fo r M E P p i p i n g co n c e a l m e n t A5 3 0 1 Si m 3 " 1 ' - 6 " 1 ' - 6 " 2 7 ' - 5 " 1 0 6 ' - 6 " 1 8 ' - 0 " 3 ' - 7 " 1 ' - 5 " 1 ' - 7 " 1 ' - 7 " 5 ' - 0 " 1 ' - 6 " 1 6 ' - 6 " 1 ' - 6 " 2 7 ' - 6 " 1 4 ' - 0 " 7 ' - 0 " 1 4 ' - 0 " 2 1 ' - 0 " 2 0 ' - 0 " 1 ' - 6 " 1 5 ' - 5 " 5 ' - 6 " 8 ' - 0 " 1 ' - 6 " 1 6 1 ' - 6 " 9' - 9 " 3" 36 ' - 1 " 12 ' - 6 " 31 ' - 5 " 3" 28 ' - 1 1 " 1' - 6 " 8' - 6 " 1' - 6 " 22 ' - 2 " 11 ' - 4 " 6' - 9 1 / 8 " 13 ' - 2 7 / 8 " 11 ' - 4 " 12 ' - 2 " 1' - 6 " 8' - 6 " 14 ' - 0 " 6' - 8 " 10 ' - 0 " 80 ' - 0 " 29 ' - 2 " 1 6 1 ' - 6 " 1 ' - 6 " 6 ' - 6 " 1 ' - 6 " 8 " 2 1 ' - 9 " 2 0 ' - 0 " 2 1 ' - 0 " 1 4 ' - 0 " 5 ' - 6 " 1 ' - 6 " 1 4 ' - 0 " 1 ' - 6 " 2 6 ' - 0 " 1 8 ' - 0 " 1 ' - 6 " 5 ' - 0 " 1 ' - 7 " 8 ' - 0 " 2 ' - 2 " 3 ' - 7 3 / 8 " 1 8 ' - 1 5 / 8 " 1 ' - 2 5 / 8 " 1 4 ' - 1 0 1 / 4 " 3 ' - 2 1 / 2 " 8 5 / 8 " 1 0 ' - 6 " 1 0 ' - 6 " 1 0 ' - 6 " 9 ' - 0 " 1 7 ' - 0 " 3 ' - 3 3 / 4 " 4 2 ' - 2 1 / 4 " 3 ' - 7 " 3 ' - 0 " 3 " 1 ' - 6 " 5' - 2 " 10 0 ' - 1 " 1' - 6 " 8' - 5 " 1' - 7 " 22 ' - 2 " 11 ' - 4 " 5' - 7 " 8' - 1 0 " 5' - 7 " 11 ' - 4 " 12 ' - 2 " 10 ' - 0 " 1' - 7 " 9' - 1 1 " 3' - 0 " 8' - 2 " 3' - 0 " 8' - 4 " 3' - 0 " 8' - 2 " 1' - 5 " 1' - 7 " 4' - 0 " 1' - 4 " 6' - 2 " 1' - 4 " 4' - 0 " 1' - 7 " 1' - 5 " 8' - 2 " 3' - 0 " 8' - 4 " 3' - 0 " 8' - 2 " 3' - 0 " 9' - 1 1 " 1" 1' - 6 " 43 ' - 6 " 43 ' - 6 " 1' - 6 " 1" 1 ' - 4 " 1 8 ' - 8 " 1 ' - 4 " 5 ' - 4 " 35 ' - 0 " 7" 9' - 5 " 5' - 1 1 3 / 4 " 4' - 0 1 / 4 " 9' - 1 1 " 1' - 4 " 12 ' - 0 " 2' - 0 " 9' - 9 " 10 " 8" 8" 8' - 1 1 / 8 " 1' - 2 7 / 8 " 8" 20 ' - 1 0 " 8" 8" 10 ' - 0 " 8" 8" 18 ' - 8 " 8" 8" 9' - 3 " 1' - 5 " 4' - 0 " 6' - 5 " 1' - 6 " 10 ' - 3 " 6" 1' - 0 " 12 ' - 6 " 28 ' - 6 " 28 ' - 2 5 / 8 " 7' - 8 " +/ - 3 ' - 6 5 / 8 " 10 ' - 0 " 9 ' - 4 1 / 2 " 12 ' - 6 " 19 ' - 9 1 / 4 " 8' - 8 3 / 4 " 17 ' - 9 1 / 4 " 9' - 9 3 / 8 " 8" 1' - 1 3 / 4 " 6' - 6 1 / 4 " 3' - 4 " 3' - 0 " 2 ' - 0 " 10 " 8" 8" 30 ' - 2 " 1' - 4 " 8" 10 ' - 0 " 8" 1' - 3 3 / 8 " 17 ' - 5 1 / 4 " 1' - 3 3 / 8 " 8" 9' - 3 " 1' - 5 " 4' - 9 " 7' - 1 " 2' - 1 0 1 / 4 " 6' - 9 7 / 8 " 7 7 / 8 " 1' - 5 3 / 8 " 11 ' - 1 0 5 / 8 " 8" 8" 27 ' - 2 " 8" 8" 26 ' - 1 1 1 / 4 " 7 3 / 8 " 1' - 1 3 / 8 " 9' - 1 0 5 / 8 " 1' - 6 " 69 ' - 1 1 " 4' - 1 1 " 21 ' - 6 " 8" 1' - 5 3 / 8 " 11 ' - 1 0 5 / 8 " 8" 1' - 7 5 / 8 " 18 ' - 1 5 / 8 " 8' - 8 3 / 4 " 28 ' - 2 5 / 8 " 11 ' - 0 " 10 " 8" 8" 30 ' - 1 0 " 8" 8" 10 ' - 0 " 8" 1' - 3 3 / 8 " 17 ' - 5 1 / 4 " 1' - 3 3 / 8 " 8" 10 ' - 0 " 8" 1' - 3 " 9' - 6 1 / 2 " 10 ' - 8 1 / 2 " 8" 1' - 5 3 / 8 " 11 ' - 1 0 5 / 8 " 8" 1' - 6 " 2' - 3 1 / 8 " 1' - 4 3 / 8 " 2' - 5 3 / 8 " 15 ' - 1 1 / 4 " 2' - 5 3 / 8 " 1' - 4 3 / 8 " 2' - 3 1 / 8 " R 1 ' - 1 5 / 8 " 1' - 6 " 38 ' - 6 3 / 4 " 1' - 3 3 / 4 " 3' - 7 1 / 2 " 7" 2" 4' - 1 0 1 3 / 1 6 " 3' - 6 " 10 3 / 1 6 " 10 3 / 1 6 " 3' - 6 " 4' - 1 0 1 3 / 1 6 " 9" 3' - 7 1 / 2 " 43 ' - 1 0 1 / 2 " 1' - 6 " 5' - 1 1 9 / 1 6 " 4' - 1 " 18 ' - 1 0 3 / 8 " 4' - 1 " 4' - 1 1 1 1 / 1 6 " 22 ' - 9 " 4' - 6 7 / 1 6 " 7' - 9 9 / 1 6 " 1 ' - 6 " 9 " 1 1 ' - 7 " 5 ' - 1 " 6 ' - 8 " 2 ' - 0 " 5 ' - 6 5 / 8 " c l e a r 3 ' - 0 " 5 ' - 6 3 / 4 " 3 ' - 6 " 6 ' - 8 5 / 8 " 1 0 " 8 " 8 " 4 ' - 4 " 4 ' - 1 " 8 ' - 3 " 8 " 8 " 2 6 ' - 2 " 8 " 8 " 1 9 ' - 8 " 8 " 8 " 1 1 ' - 7 5 / 8 " 1 ' - 8 3 / 8 " 1 0 1 / 2 " 1 1 ' - 1 0 5 / 8 " 1 ' - 4 " 6 ' - 2 7 / 8 " 8 " 8 " 1 8 ' - 8 " 8 " 8 " 5 ' - 8 " 6 ' - 2 1 / 8 " 5 ' - 6 7 / 8 " 1 1 ' - 7 " 1 ' - 0 7 / 8 " 2 ' - 3 " 6 ' - 2 1 / 2 " 6 ' - 4 7 / 8 " 8 " 1 2 ' - 5 1 / 2 " 5 ' - 1 1 7 / 8 " 2 ' - 1 3 / 8 " 1 ' - 6 1 / 4 " 4 ' - 9 " 8 " 5 ' - 4 " 1 4 ' - 2 " 3 ' - 1 0 3 / 8 " 1 ' - 6 " 1 8 ' - 5 1 / 2 " 3 ' - 1 1 / 2 " 1 ' - 1 1 3 / 8 " 5 ' - 5 1 / 4 " 1 ' - 5 3 / 8 " 8 " 1 9 ' - 4 " 6 ' - 8 " 1 ' - 6 7 / 8 " 4 ' - 5 1 / 8 " 7 ' - 5 1 / 2 " 1 0 1 / 2 " 9 4 . 5 2 ° 4 ' - 4 1 3 / 1 6 " 4 ' - 2 1 3 / 1 6 " 2 0 ' - 4 " 1' - 6 " 10 ' - 0 " 5" 23 ' - 8 " 13 ' - 6 " 11 ' - 7 " 7' - 9 " 4' - 5 5 / 8 " 6' - 9 5 / 8 " 6' - 6 1 / 8 " 16 ' - 3 5 / 8 " 1' - 6 " 9" 5' - 1 0 " 5' - 0 " 9' - 1 " 2' - 2 1 / 4 " 6' - 6 1 / 8 " 1' - 1 1 3 / 8 " 1 ' - 6 " 8 ' - 1 5 / 8 " 6 ' - 5 3 / 8 " 1 ' - 6 " 3 ' - 6 " 6 " 1 ' - 0 " 1 4 ' - 0 " 1 ' - 0 " 6 " 3 ' - 6 " 15 17 ' - 8 " 15 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 2 / 1 8 / 2 0 1 5 1 : 2 1 : 2 5 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A111DFirst Floor Dimensioned PlanDelta Faucet Headquarters ExpansionJELJEL11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 8 " = 1 ' - 0 " 1 Fi r s t F l o o r D i m e n s i o n e d P l a n Plan General Notes 1. All construction to meet Americans with Disabilities Act (ADA)requirements for reach and clear floor space - see sheet G-001 for more information.2. Align finishes at joints between new and existing walls that appear to be aligned on the plan unless noted otherwise.3. Dimensions are from face of stud or block unless noted otherwise.4. All work must meet applicable state and local codes. verify any changes from drawings with architect.5 Showroom and International Exhibit displays are shown as reference only. Technical plans and details will be provided in a future bid package. Refer to MEP sheets for MEP connections,lighting, and power.6 Loose furniture other than systems furniture to be provided by Owner and shown for reference only.No. Date Description 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 12 11/24/15 BP#4 Addendum #3 13 12/01/15 BP#4 Addendum #4 14 12/04/15 BF#4 Addendum #5 15 12/18/15 ASI 002 DN UP S UP UP 3 " t h i c k c o u n t e r t o p ( t o p = 3 6 " ) fil l / s c r i b e fil l / s c r i b e 24 4 8 2 4 4 8 2 4 4 8 2 4 4 8 2 4 3 0 D CD A2 0 0 1 A2 0 1 1 1 A3 0 0 2 A3 0 0 A A B B C C D D E E F F G G H H I I J J 11 22 33 44 55 66 77 88 99 1010 12 12 Me e t i n g R o o m 21 3 Co n f e r e n c e R o o m 20 7 W. R . R . 21 0 M. R . R . 21 1 ID F 21 2 Ja n . 20 9 Bu s i n e s s C e n t e r 22 0 W. R . R . 22 1 IT / E l e c 22 2 M. R . R . 22 3 Ca t e r i n g S t a g i n g 21 8 Me e t i n g R o o m 21 5 AV C l o s e t 21 7 Co n f e r e n c e R o o m 20 6 Co n f e r e n c e R o o m 20 5 XBXF XHXJ XMXN XQXSXU X2 X2 X3 X3 X4 X4 X5 X5 X1 X1 1 A3 0 1 2 A3 0 1 2 A3 1 0 3 A3 1 0 1 A3 1 0 5 A3 1 0 1 A3 1 2 1 A3 3 0 2 A3 1 3 2 A3 1 1 1 A3 1 1 El e v a t o r EL E V 2 El e v a t o r EL E V 1 St a i r ST R 1 St a i r ST R 2 St a i r ST R 3 Pe d e s t r i a n Co n n e c t o r 20 1 Co r r i d o r 20 2 Br e a k - o u t A r e a 21 9 Ve s t i b u l e 20 8 Me e t i n g R o o m 21 4 Me e t i n g R o o m 21 6 S 1 - 2 2 2 3 22 2 2 2 1 21 8 A 2 1 8 B 21 7 21 6 A 21 5 A S 2 - 2 21 2 21 1 21 0 20 9 20 8 B A4 0 2 3 Si m A4 0 0 5 A4 0 1 5 4. 3 A. 4 A. 4 XA A A4 1 4 1 A4 1 3 2 A4 1 3 1 St o r a g e 20 3 2 1 3 21 4 21 5 B 21 6 B H. 8 1A 6A 7B 6A 6A 6A 7B 6A 6A 7B 7B 6A 6A 6A 6A 6A7B 6A 6A 6A 1B 1B 1A 1A 1A 1A 1D 1A 1A 1B 5A 5A 5A 6A 7B 1B 6A 7B 6B 10 A 10 B 10 A 10 D 10 A 10 B 10 B 5A 5A 6A 10 A 6A 6A A5 3 0 1 6A 6B 7B 2 A3 1 1 Si m 2 A3 1 2 5 A3 1 1 20 8 A 3 A3 0 1 6A 20 6 B 20 7 A 20 6 A 20 5 A 2 0 2 2 0 3 2 2 0 2 A3 3 0 7B 7B7B 10 A 20 1 Pl a z a D e c k 22 4 2 A3 3 1 3 A3 3 1 1 A3 3 2 A3 4 3 1 A3 4 3 2 A4 5 1 2 A4 2 0 2 A4 4 1 2 A4 4 1 3 A4 4 1 1 20 5 B 20 7 A 20 7 B 20 6 B 20 6 A 20 5 A 20 5 B 20 7 B A5 3 0 2 Si m E Q E Q E Q E Q E Q E Q E Q E Q M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 0 : 4 5 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A112Second Floor PlanDelta Faucet Headquarters ExpansionJELLT11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 8 " = 1 ' - 0 " 1 Se c o n d F l o o r Plan General Notes 1. All construction to meet Americans with Disabilities Act (ADA)requirements for reach and clear floor space - see sheet G-001 for more information.2. Align finishes at joints between new and existing walls that appear to be aligned on the plan unless noted otherwise.3. Dimensions are from face of stud or block unless noted otherwise.4. All work must meet applicable state and local codes. verify any changes from drawings with architect.5 Showroom and International Exhibit displays are shown as reference only. Technical plans and details will be provided in a future bid package. Refer to MEP sheets for MEP connections,lighting, and power.6 Loose furniture other than systems furniture to be provided by Owner and shown for reference only. Ro o f d e c k p l a z a r o o f d r a i n ( t y p . o f 3 ) , re f e r t o M E P p l a n s ( f u t u r e b i d pa c k a g e ) No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 11 11 DN S 3 " t h i c k c o u n t e r t o p ( t o p = 3 6 " ) fil l / s c r i b e fil l / s c r i b e 24 4 8 2 4 4 8 2 4 4 8 2 4 4 8 2 4 3 0 D CD UP UP UP A2 0 0 1 A2 0 1 1 1 A3 0 0 2 A3 0 0 A A B B C C D D E E F F G G H H I I J J 11 22 33 44 55 66 77 88 99 1010 12 12 XBXF XHXJ XMXN XQXSXU X2 X2 X3 X3 X4 X4 X5 X5 X1 X1 1 A3 0 1 2 A3 0 1 2 A3 1 0 3 A3 1 0 1 A3 1 0 5 A3 1 0 1 A3 1 2 1 A3 3 0 2 A3 1 3 2 A3 1 1 1 A3 1 1 4. 3 A. 4 A. 4 XA A H. 8 2 A3 1 2 5 A3 1 1 3 A3 0 1 2 A3 3 0 2 A3 3 1 3 A3 3 1 1 A3 3 2 A3 4 3 1 A3 4 3 2 A4 5 1 2 Me e t i n g R o o m 21 3 Co n f e r e n c e R o o m 20 7 W. R . R . 21 0 M. R . R . 21 1 ID F 21 2 Ja n . 20 9 Bu s i n e s s C e n t e r 22 0 W. R . R . 22 1 IT / E l e c 22 2 M. R . R . 22 3 Ca t e r i n g S t a g i n g 21 8 Me e t i n g R o o m 21 5 AV C l o s e t 21 7 Co n f e r e n c e R o o m 20 6 Co n f e r e n c e R o o m 20 5 El e v a t o r EL E V 2 El e v a t o r EL E V 1 St a i r ST R 1 St a i r ST R 2 St a i r ST R 3 Pe d e s t r i a n Co n n e c t o r 20 1 Co r r i d o r 20 2 Br e a k - o u t A r e a 21 9 Ve s t i b u l e 20 8 Me e t i n g R o o m 21 4 Me e t i n g R o o m 21 6 A4 0 2 3 Si m St o r a g e 20 3 2 A3 1 1 Si m Pl a z a D e c k 22 4 A5 3 0 2 Si m 10 ' - 0 " 80 ' - 0 " 10 ' - 0 " 1' - 6 " 8' - 6 " 1' - 6 " 22 ' - 2 " 11 ' - 4 " 6' - 9 1 / 8 " 13 ' - 2 7 / 8 " 11 ' - 4 " 12 ' - 2 " 1' - 6 " 8' - 6 " 1' - 6 " 3" 9' - 9 " 3" 80 ' - 0 " 3" 1 6 1 ' - 6 " 1 ' - 6 " 8 ' - 0 " 5 ' - 6 " 1 5 ' - 5 " 1 ' - 6 " 2 0 ' - 0 " 2 1 ' - 0 " 1 4 ' - 0 " 7 ' - 0 " 1 4 ' - 0 " 2 7 ' - 6 " 1 ' - 6 " 1 6 ' - 6 " 1 ' - 6 " 5 ' - 0 " 1 ' - 7 " 1 ' - 7 " 1 ' - 5 " 3 ' - 7 " 1 7 ' - 9 " 3 " 1 ' - 6 " 1 0 3 ' - 6 " 1 ' - 6 " 3 " 2 7 ' - 2 " 1 ' - 6 " 1 ' - 6 " 3 " 10 0 ' - 1 " 1' - 6 " 8' - 5 " 1' - 7 " 22 ' - 2 " 11 ' - 4 " 20 ' - 0 " 11 ' - 4 " 12 ' - 2 " 10 ' - 0 " 1' - 7 " 9' - 1 1 " 3' - 0 " 8' - 2 " 3' - 0 " 8' - 4 " 3' - 0 " 8' - 2 " 1' - 5 " 1' - 7 " 16 ' - 1 0 " 1' - 7 " 1' - 5 " 8' - 2 " 3' - 0 " 8' - 4 " 3' - 0 " 8' - 2 " 3' - 0 " 3" 9' - 1 1 " 1" 1' - 6 " 87 ' - 0 " 1' - 6 " 1" 1 6 1 ' - 6 " 1 ' - 6 " 8 ' - 0 " 2 0 ' - 1 1 " 1 ' - 6 " 6 0 ' - 6 " 1 ' - 6 " 1 4 ' - 0 " 1 ' - 6 " 4 4 ' - 0 " 1 ' - 6 " 3 ' - 7 " 1 ' - 5 " 1 ' - 7 " 3 " 3 ' - 0 " 2 7 ' - 5 " 6 2 ' - 0 " 1 0 " 8 " 8 " 1 2 ' - 8 " 8 " 8 " 1 0 " 4 5 ' - 6 " 3 ' - 7 " 3 ' - 0 " 3 ' - 6 " 6 " 1 ' - 0 " 1 4 ' - 0 " 1 ' - 0 " 6 " 3 ' - 6 " 1 ' - 6 " 9 ' - 1 0 " 3 ' - 9 5 / 8 " 3 ' - 8 7 / 1 6 " 8 " 8 " 7 1 / 2 " 4 ' - 6 " 1 0 1 / 2 " 8 ' - 7 " 5 ' - 6 1 1 / 1 6 " 5 ' - 4 3 / 8 " 1 ' - 4 " 8 " 3 ' - 5 3 / 1 6 " 3 ' - 6 1 3 / 1 6 " 5 ' - 8 " 3 ' - 6 1 3 / 1 6 " 3 ' - 5 3 / 1 6 " 8 " 8 " 1 2 ' - 8 " 8 " 8 " 1 2 ' - 8 " 4 1 / 2 " 4 ' - 6 " 4 1 / 2 " 2 ' - 5 " 3 ' - 3 " 4 1 / 2 " 4 ' - 6 " 4 1 / 2 " 1 0 ' - 1 0 " 8 " 4 ' - 1 1 1 / 1 6 " 1 ' - 4 1 5 / 1 6 " 2 3 ' - 5 " 8 " 1 ' - 6 " 2 5 ' - 0 3 / 8 " 6 5 / 8 " 5 ' - 8 " 8 " 8 " 1 8 ' - 8 " 8 " 8 " 6 ' - 2 7 / 8 " 1 ' - 4 " 1 1 ' - 1 0 5 / 8 " 1 0 1 / 2 " 1 ' - 8 3 / 8 " 1 1 ' - 7 5 / 8 " 8 " 8 " 1 9 ' - 8 " 8 " 8 " 2 6 ' - 2 " 8 " 8 " 1 6 ' - 8 " 8 " 8 " 1 0 " 1 3 ' - 2 3 / 4 " 1 2 ' - 1 1 1 / 4 " 1 0 " 8 " 8 " 9 ' - 1 0 " 6 ' - 1 0 " 8 " 8 " 2 6 ' - 2 " 8 " 8 " 1 9 ' - 8 " 8 " 8 " 1 1 ' - 7 5 / 8 " 1 ' - 8 3 / 8 " 1 0 1 / 2 " 1 1 ' - 1 0 5 / 8 " 1 ' - 4 " 6 ' - 2 7 / 8 " 8 " 8 " 1 8 ' - 8 " 8 " 8 " 5 ' - 8 " 3 ' - 1 0 " 2 ' - 4 1 / 8 " 5 ' - 6 7 / 8 " 1 1 ' - 7 " 9 " 1 ' - 6 " 1 ' - 0 " 6 " 8 ' - 0 " 2 ' - 6 " 1 ' - 7 " 5 ' - 3 " 8 " 8 1 / 4 " 5 ' - 4 1 / 4 " 8 ' - 6 " 1 1 ' - 7 1 / 2 " 1 ' - 4 " 8 " 1 2 ' - 8 " 8 " 1 ' - 5 1 / 8 " 1 1 ' - 6 3 / 1 6 " 5 ' - 7 1 / 1 6 " 2 ' - 5 5 / 8 " 2 ' - 5 1 5 / 1 6 " 5 ' - 7 1 / 1 6 " 1 1 ' - 6 1 / 4 " 1 ' - 4 1 3 / 1 6 " 3 ' - 6 3 / 4 " 1 1 ' - 6 3 / 1 6 " 4 ' - 1 1 1 / 1 6 " 8 " 2 ' - 1 0 " 4 ' - 6 " 2 7 / 8 " 5 ' - 0 1 / 4 " 2 7 / 8 " 1 6 ' - 2 " 2 ' - 3 1 / 2 " 1 ' - 8 3 / 8 " 1 4 ' - 8 " 8 ' - 1 1 " 2 3 ' - 5 " 7 3 / 8 " 1' - 6 " 8" 27 ' - 1 1 3 / 8 " 3' - 6 5 / 8 " 8" 7' - 0 1 / 2 " 2' - 3 1 / 8 " 1' - 4 3 / 8 " 2' - 5 3 / 8 " 15 ' - 1 1 / 4 " 2' - 5 3 / 8 " 1' - 4 3 / 8 " 2' - 3 1 / 8 " 7' - 0 1 / 2 " 8" 3' - 3 " 18 ' - 3 " 8"8" 10 " 29 ' - 0 1 / 2 " 1' - 4 1 / 2 " 3' - 1 1 " 7' - 0 1 / 2 " 3' - 7 1 / 2 " 9" 4' - 1 0 1 3 / 1 6 " 3' - 6 " 1' - 8 7 / 1 6 " 3' - 6 " 4' - 1 0 1 3 / 1 6 " 9" 3' - 7 1 / 2 " 7' - 0 1 / 2 " 4' - 3 5 / 1 6 " 20 ' - 0 1 1 / 1 6 " 8" 8" 8" 8" 1' - 6 " 18 ' - 6 1 1 / 1 6 " 3' - 7 5 / 1 6 " 8" 11 ' - 9 " 2' - 0 " 10 ' - 6 " 12 ' - 1 " 4' - 1 1 3 / 8 " 2' - 9 5 / 8 " 11 ' - 7 " 1' - 3 " 5' - 1 0 " 5' - 0 " 3' - 6 " 2' - 1 1 / 2 " 8" 20 ' - 1 0 " 8" 8" 10 ' - 0 " 8" 1' - 1 " 12 ' - 6 " 1' - 3 " 11 ' - 1 0 " 11 " 14 ' - 1 1 " 1' - 0 " 1' - 6 " 8" 28 ' - 3 " 3' - 3 " 8" 10 ' - 0 " 8" 1' - 3 3 / 8 " 17 ' - 5 1 / 4 " 1' - 3 3 / 8 " 8" 9' - 3 " 1' - 5 " 8" 4' - 0 7 / 8 " 7' - 1 1 / 8 " 2' - 1 0 1 / 4 " 6' - 8 1 / 4 " 9 1 / 2 " 1' - 5 3 / 8 " 11 ' - 1 0 5 / 8 " 8" 8" 27 ' - 2 " 8" 8" 26 ' - 1 1 1 / 4 " 7 3 / 8 " 1' - 1 3 / 8 " 5' - 2 " 1' - 0 " 18 ' - 0 " 1' - 0 " 8" 1' - 3 3 / 8 " 17 ' - 5 1 / 4 " 1' - 3 3 / 8 " 8" 1 0 1 / 2 " 3 ' - 9 5 / 8 " 7 ' - 1 " 1 ' - 0 " 1 ' - 4 " 12 ' - 6 " 28 ' - 6 " 28 ' - 2 5 / 8 " 2 ' - 0 " 17 ' - 8 " 15 3 1 / 2 " N W Co n c r e t e o n 2 " Co m p o s i t e S t e e l De c k M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 2 / 1 8 / 2 0 1 5 1 : 2 1 : 2 8 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A112DSecond Floor Dimensioned PlanDelta Faucet Headquarters ExpansionJELJEL11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4No. Date Description 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 12 11/24/15 BP#4 Addendum #3 13 12/01/15 BP#4 Addendum #4 14 12/04/15 BF#4 Addendum #5 15 12/18/15 ASI 002 1 / 8 " = 1 ' - 0 " 1 Se c o n d F l o o r D i m e n s i o n e d P l a n Plan General Notes 1. All construction to meet Americans with Disabilities Act (ADA)requirements for reach and clear floor space - see sheet G-001 for more information.2. Align finishes at joints between new and existing walls that appear to be aligned on the plan unless noted otherwise.3. Dimensions are from face of stud or block unless noted otherwise.4. All work must meet applicable state and local codes. verify any changes from drawings with architect.5 Showroom and International Exhibit displays are shown as reference only. Technical plans and details will be provided in a future bid package. Refer to MEP sheets for MEP connections,lighting, and power.6 Loose furniture other than systems furniture to be provided by Owner and shown for reference only. S 3 ' - 6 " D O O R W I D T H I N T E R I O R W I D T H 6 ' - 8 " INTERIOR DEPTH 5'-61_8" H O I S T W A Y W I D T H 8 ' - 6 " 3'-67_8" 4 ' - 4 3 _ 4 " 7 1 _ 4 " HOISTWAY DEPTH 6'-11" H S C optional wall C UP UP UP UP R E F . R E F . A2 0 0 1 A2 0 1 1 1 A3 0 0 2 A3 0 0 A A B B C C D D E E F F G G H H I I J J 11 22 33 44 55 66 77 88 Ci r c u l a t i o n 30 2 M. R . R . 33 1 W. R . R . 33 0 IT / E l e c 33 3 W. R . R . 31 3 M. R . R . 31 2 Ja n . 31 4 ID F 31 1 X3 X4 X5 1 A3 0 1 2 A3 0 1 2 A3 1 0 3 A3 1 0 1 A3 1 0 5 A3 1 0 1 A3 1 2 1 A3 3 0 2 A3 1 3 2 A3 1 1 1 A3 1 3 1 A3 1 1 El e v a t o r EL E V 2 El e v a t o r EL E V 1 St a i r ST R 1 St a i r ST R 2 El e v a t o r L o b b y 30 1 S 1 - 3 31 3 31 2 3 3 3 33 1 3 3 0 31 4 31 1 3 3 2 S2 - 3 St o r a g e R o o m 33 2 A4 0 1 5 Si m4. 3 A. 4 A. 4 X6 A4 0 0 5 Si m A4 1 5 1 A4 1 6 1 H. 8 1A 1B 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1B 10 A 10 A 10 B 10 B 10 D 10 B 10 A 10 A 10 A 6A 6A 6A 6A 10 A 6A 6A 2 A3 1 1 Si m 2 A3 1 2 5 A3 1 1 3 A3 0 1 6A 6A E- B u s i n e s s 30 3 Ci r c u l a t i o n 30 2 Ci r c u l a t i o n 30 2 Of f i c e 30 4 Of f i c e 30 5 Of f i c e 30 6 Me e t i n g 30 7 Me e t i n g 30 8 Me e t i n g 30 9 Me e t i n g 31 0 HR D e p t . 31 5 Of f i c e 31 6 VP O f f i c e 31 8 Of f i c e 32 1 Of f i c e 32 0 Of f i c e 32 3 Of f i c e 32 2 Of f i c e 32 4 Of f i c e 32 6 Of f i c e 32 5 Li b r a r y 32 7 Ve n d i n g 32 8 Ki t c h e n e t t e 32 9 In t e r n a t i o n a l 33 4 Of f i c e 33 5 VP O f f i c e 33 6 Of f i c e 33 7 Of f i c e 33 8 Su p p l y C h a i n 35 0 Of f i c e 34 3 Of f i c e 34 4 Of f i c e 34 6 Of f i c e 34 5 Of f i c e 34 7 Of f i c e 34 8 Of f i c e 34 9 St o r a g e 35 1 Su p p l y C h a i n 35 0 Of f i c e 33 9 Of f i c e 34 0 Of f i c e 34 1 Of f i c e 34 2 Me e t i n g 31 7 2 A3 3 0 2 A3 3 1 3 A3 3 1 A4 4 2 12 A5 3 0 10 A5 3 0 7 A5 3 0 6 30 5 30 4 3 0 9 3 0 7 3 0 6 3 1 6 31 7 31 8 31 5 31 0 30 8 3 5 1 3 4 9 3 4 8 3 4 7 32 1 32 0 32 2 32 3 32 4 32 5 32 7 32 6 3 1 9 3 3 5 3 3 6 3 3 9 3 3 8 3 3 7 3 4 0 3 4 1 3 4 2 3 4 4 3 4 3 3 4 5 3 4 6 H a l l 3 1 9 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 0 : 5 2 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A113Third Floor PlanDelta Faucet Headquarters ExpansionJELJEL11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 8 " = 1 ' - 0 " 1 Th i r d F l o o r Plan General Notes 1. All construction to meet Americans with Disabilities Act (ADA)requirements for reach and clear floor space - see sheet G-001 for more information.2. Align finishes at joints between new and existing walls that appear to be aligned on the plan unless noted otherwise.3. Dimensions are from face of stud or block unless noted otherwise.4. All work must meet applicable state and local codes. verify any changes from drawings with architect.5 Showroom and International Exhibit displays are shown as reference only. Technical plans and details will be provided in a future bid package. Refer to MEP sheets for MEP connections,lighting, and power.6 Loose furniture other than systems furniture to be provided by Owner and shown for reference only.No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #211 R E F . R E F . UP UP UP UP A2 0 0 1 A2 0 1 1 1 A3 0 0 2 A3 0 0 A A B B C C D D E E F F G G H H I I J J 11 22 33 44 55 66 77 88 X3 X4 X5 1 A3 0 1 2 A3 0 1 2 A3 1 0 3 A3 1 0 1 A3 1 0 5 A3 1 0 1 A3 1 2 1 A3 3 0 2 A3 1 3 2 A3 1 1 1 A3 1 3 1 A3 1 1 4. 3 A. 4 A. 4 X6 H. 8 2 A3 1 2 5 A3 1 1 3 A3 0 1 2 A3 3 0 2 A3 3 1 3 A3 3 1 Ci r c u l a t i o n 30 2 M. R . R . 33 1 W. R . R . 33 0 IT / E l e c 33 3 W. R . R . 31 3 M. R . R . 31 2 Ja n . 31 4 ID F 31 1 El e v a t o r EL E V 2 El e v a t o r EL E V 1 St a i r ST R 1 St a i r ST R 2 El e v a t o r L o b b y 30 1 St o r a g e R o o m 33 2 A4 0 1 5 Si m A4 0 0 5 Si m 2 A3 1 1 Si m E- B u s i n e s s 30 3 Ci r c u l a t i o n 30 2 Ci r c u l a t i o n 30 2 Of f i c e 30 4 Of f i c e 30 5 Of f i c e 30 6 Me e t i n g 30 7 Me e t i n g 30 8 Me e t i n g 30 9 Me e t i n g 31 0 HR D e p t . 31 5 Of f i c e 31 6 VP O f f i c e 31 8 Of f i c e 32 1 Of f i c e 32 0 Of f i c e 32 3 Of f i c e 32 2 Of f i c e 32 4 Of f i c e 32 6 Of f i c e 32 5 Li b r a r y 32 7 Ve n d i n g 32 8 Ki t c h e n e t t e 32 9 In t e r n a t i o n a l 33 4 Of f i c e 33 5 VP O f f i c e 33 6 Of f i c e 33 7 Of f i c e 33 8 Su p p l y C h a i n 35 0 Of f i c e 34 3 Of f i c e 34 4 Of f i c e 34 6 Of f i c e 34 5 Of f i c e 34 7 Of f i c e 34 8 Of f i c e 34 9 St o r a g e 35 1 Su p p l y C h a i n 35 0 Of f i c e 33 9 Of f i c e 34 0 Of f i c e 34 1 Of f i c e 34 2 Me e t i n g 31 7 H a l l 3 1 9 10 ' - 0 " 80 ' - 0 " 10 ' - 0 " 1 6 1 ' - 5 " 1 ' - 6 " 8 ' - 0 " 5 ' - 6 " 1 5 ' - 5 " 1 ' - 6 " 2 0 ' - 0 " 2 1 ' - 0 " 1 4 ' - 0 " 7 ' - 0 " 1 4 ' - 0 " 2 7 ' - 6 " 1 ' - 6 " 1 6 ' - 6 " 6 ' - 6 " 1 ' - 6 " 3 " 3 ' - 0 " 2 7 ' - 2 " 3 " 1 0 6 ' - 6 " 3 " 2 4 ' - 3 " 3 " 1' - 6 " 8' - 6 " 1' - 6 " 22 ' - 2 " 11 ' - 4 " 6' - 9 1 / 8 " 13 ' - 2 7 / 8 " 11 ' - 4 " 12 ' - 2 " 1' - 6 " 8' - 6 " 1' - 6 " 3" 9' - 9 " 3" 80 ' - 0 " 3" 9' - 9 " 3" 10 0 ' - 0 " 3" 9' - 9 " 3" 36 ' - 6 " 3" 16 ' - 6 " 3" 36 ' - 6 " 3" 1' - 6 " 8' - 6 " 1' - 6 " 22 ' - 2 " 11 ' - 4 " 1' - 6 " 17 ' - 0 " 1' - 6 " 11 ' - 4 " 12 ' - 2 " 10 ' - 0 " 1' - 6 " 1 6 1 ' - 5 " 1 ' - 6 " 6 ' - 6 " 1 8 ' - 0 " 2 7 ' - 6 " 1 4 ' - 0 " 7 ' - 0 " 1 4 ' - 0 " 2 1 ' - 0 " 2 0 ' - 0 " 1 ' - 6 " 2 0 ' - 1 1 " 8 ' - 0 " 1 ' - 6 " 3 " 1 3 1 ' - 0 " 3 " 2 7 ' - 2 " 1 ' - 6 " 1 ' - 6 " 3 " 1 ' - 6 " 6 ' - 8 1 / 1 6 " 2 ' - 2 1 3 / 1 6 " 7 ' - 2 1 / 1 6 " 2 ' - 2 1 3 / 1 6 " 5 ' - 8 5 / 8 " 5 ' - 8 5 / 8 " 8 " 8 " 7 ' - 1 0 3 / 4 " 3 ' - 6 " 7 ' - 3 1 / 4 " 8 " 8 " 1 9 ' - 8 " 8 " 8 " 1 2 ' - 8 " 8 " 8 " 1 9 ' - 8 " 8 " 1 ' - 4 " 2 5 ' - 6 " 8 " 8 " 2 3 ' - 1 0 " 1 ' - 6 " 6 ' - 1 0 7 / 8 " 1 ' - 4 " 1 1 ' - 1 0 5 / 8 " 1 0 1 / 2 " 1 0 ' - 2 3 / 4 " 3 2 ' - 5 7 / 8 " 1 0 ' - 9 1 / 4 " 1 2 ' - 0 " 4 ' - 1 1 / 4 " 8 ' - 0 " 2 ' - 2 7 / 8 " 8 " 8 " 5 ' - 2 " 8 " 1' - 6 " 39 ' - 1 0 1 / 2 " 3' - 7 1 / 2 " 9" 4' - 1 0 1 3 / 1 6 " 3' - 6 " 1' - 8 7 / 1 6 " 3' - 6 " 4' - 1 0 1 3 / 1 6 " 9" 3' - 7 1 / 2 " 6' - 4 1 / 2 " 1' - 8 3 / 8 " 21 ' - 9 5 / 8 " 1' - 6 " Fi n i s h 1' - 0 1 / 2 " 8" Fi n i s h 1' - 1 1 / 2 " 4' - 9 3 / 4 " 8' - 9 5 / 1 6 " 4' - 1 1 5 / 1 6 " Fi n i s h 1' - 1 1 / 2 " 8" 3' - 2 3 / 4 " 6' - 1 1 / 4 " 8' - 1 0 3 / 4 " 4' - 8 3 / 8 " 9' - 2 7 / 8 " 8" 1' - 6 " 23 ' - 0 " 8" 8" 10 ' - 0 " 8" 10 " 5' - 1 1 / 4 " 8' - 9 1 5 / 1 6 " 4' - 6 1 3 / 1 6 " 8" 8" 3' - 2 3 / 4 " 6' - 1 1 / 4 " 12 ' - 1 0 " 8" 1' - 6 " 1' - 6 " 23 ' - 9 1 / 8 " 10 ' - 9 7 / 8 " 12 ' - 6 " 1' - 3 " 5' - 1 0 " 6' - 0 " 11 " 5' - 1 0 " 9' - 1 " 1' - 0 " 1' - 6 " 1' - 7 1 / 8 " 8" 1' - 1 " 1 ' - 6 " 9 " 1 1 ' - 1 " 6 ' - 0 7 / 8 " 6 ' - 2 1 / 8 " 5 ' - 8 " 9 ' - 8 " 9 ' - 1 1 5 / 8 " 7 ' - 1 1 1 / 4 " 1 ' - 4 " 1 1 ' - 1 0 5 / 8 " 1 0 1 / 2 " 1 0 ' - 2 3 / 4 " 7 ' - 6 1 / 2 " 9 ' - 9 1 / 4 " 1 1 ' - 0 7 / 8 " 4 ' - 1 1 / 4 " 1 1 ' - 0 7 / 8 " 1 1 ' - 8 3 / 8 " 4 ' - 1 1 / 4 " 1 7 ' - 4 7 / 8 " 1 ' - 6 " 5 ' - 0 1 / 4 " 6 ' - 8 7 / 8 " 1 ' - 6 " 8 " 9 ' - 0 7 / 8 " 2 ' - 1 1 3 / 4 " 6 ' - 2 1 3 / 1 6 " 1 ' - 0 9 / 1 6 " 8 " 1 2 ' - 1 0 7 / 8 " 6 ' - 9 1 / 8 " 8 " 1 ' - 7 3 / 4 " 9 ' - 0 7 / 8 " 9 ' - 2 1 / 2 " 1 ' - 0 7 / 8 " 8 " 7 ' - 7 5 / 8 " 5 ' - 1 " 7 3 / 8 " 2 3 ' - 5 " 9 ' - 4 " 1 9 ' - 3 " 1 ' - 6 " 2 0 ' - 9 " 4 ' - 7 " 8 " 8 " 5 ' - 9 1 / 4 " 2 ' - 3 3 / 4 " 6 ' - 3 1 / 2 " 8 ' - 0 5 / 8 " 3 ' - 0 " 1 ' - 4 7 / 8 " 8 " 5 ' - 0 3 / 8 " 5 ' - 1 1 / 1 6 " 2 ' - 6 9 / 1 6 " 8 " 1 ' - 0 7 / 8 " 8 " 1 ' - 7 3 / 4 " 1' - 4 " 8" 8 " 8 " 4 ' - 6 " 6' - 1 1 / 4 " 1' - 4 " 8" 11 ' - 2 " 2' - 1 0 1 / 4 " 6' - 8 1 / 4 " 9 1 / 2 " 1' - 6 " 28 ' - 6 " 9' - 2 " 7' - 5 1 3 / 1 6 " 9' - 4 3 / 1 6 " 4' - 4 3 / 4 " 6' - 1 1 / 4 " 6' - 6 " 6' - 6 3 / 4 " 11 ' - 1 1 1 / 4 " 5' - 1 0 " 8" 9 5 / 8 " 9 5 / 8 " 8" 32 ' - 4 " 1' - 4 " 8" 7' - 4 1 / 8 " 9' - 0 7 / 8 " 9' - 0 7 / 8 " 9' - 0 7 / 8 " 6' - 1 1 / 4 " 33 ' - 8 " 11 ' - 4 " 5' - 9 " 9' - 0 7 / 8 " 9' - 0 7 / 8 " 6' - 1 1 / 4 " 9' - 3 3 / 4 " 9' - 0 7 / 8 " 9' - 0 1 / 2 " 6' - 1 5 / 8 " 17 ' - 8 " 15 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 2 / 1 8 / 2 0 1 5 1 : 2 1 : 3 0 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A113DThird Floor Dimensioned PlanDelta Faucet Headquarters ExpansionJELJEL11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4No. Date Description 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 12 11/24/15 BP#4 Addendum #3 13 12/01/15 BP#4 Addendum #4 14 12/04/15 BF#4 Addendum #5 15 12/18/15 ASI 002 1 / 8 " = 1 ' - 0 " 1 Th i r d F l o o r D i me n s i o n e d P l a n Plan General Notes 1. All construction to meet Americans with Disabilities Act (ADA)requirements for reach and clear floor space - see sheet G-001 for more information.2. Align finishes at joints between new and existing walls that appear to be aligned on the plan unless noted otherwise.3. Dimensions are from face of stud or block unless noted otherwise.4. All work must meet applicable state and local codes. verify any changes from drawings with architect.5 Showroom and International Exhibit displays are shown as reference only. Technical plans and details will be provided in a future bid package. Refer to MEP sheets for MEP connections,lighting, and power.6 Loose furniture other than systems furniture to be provided by Owner and shown for reference only. UP UP UP A2 0 1 1 1 A3 0 0 2 A3 0 0 A A B B C C D D E E F F G G H H I I J J 11 22 33 44 55 66 77 88 1 A3 0 1 2 A3 1 0 3 A3 1 0 1 A3 1 0 5 A3 1 0 1 A3 1 2 1 A3 3 0 2 A3 1 3 2 A3 1 1 1 A3 1 3 1 A3 1 1 El e v a t o r EL E V 2 El e v a t o r EL E V 1 St a i r ST R 2 St a i r ST R 1 Sh e l l S p a c e 40 1 S 1 - 4 S 2 - 4 A4 0 1 5 Si m 4. 3 A. 4 A. 4 A4 0 0 5 Si m A4 1 6 8 H. 8 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1B 1A 1A 10 A 1A 1A 10 A 10 B10 A 10 B10 D 10 A 10 A 10 A 10 B 2 A3 1 1 Si m 2 A3 1 2 5 A3 1 1 A4 1 6 9 2 A3 3 0 2 A3 3 1 3 A3 3 1 10 0 ' - 0 " 1' - 6 " 8' - 6 " 1' - 6 " 22 ' - 2 " 11 ' - 4 " 1' - 6 " 17 ' - 0 " 1' - 6 " 11 ' - 4 " 12 ' - 2 " 10 ' - 0 " 1' - 6 " 3" 9' - 9 " 3" 36 ' - 6 " 3" 16 ' - 6 " 3" 36 ' - 6 " 3" 1 6 1 ' - 5 " 1 ' - 6 " 8 ' - 0 " 5 ' - 6 " 1 5 ' - 5 " 1 ' - 6 " 2 0 ' - 0 " 2 1 ' - 0 " 1 4 ' - 0 " 7 ' - 0 " 1 4 ' - 0 " 2 7 ' - 6 " 1 ' - 6 " 1 6 ' - 6 " 6 ' - 6 " 1 ' - 6 " 3 " 1 ' - 6 " 1 ' - 6 " 2 7 ' - 2 " 3 " 1 0 6 ' - 6 " 3 " 2 4 ' - 3 " 3 " 10 0 ' - 0 " 1' - 6 " 8' - 6 " 1' - 6 " 22 ' - 2 " 11 ' - 4 " 20 ' - 0 " 11 ' - 4 " 12 ' - 2 " 1' - 6 " 8' - 6 " 1' - 6 " 3" 9' - 9 " 3" 80 ' - 0 " 3" 9' - 9 " 3" 1 6 1 ' - 5 " 1 ' - 6 " 6 ' - 6 " 1 8 ' - 0 " 2 7 ' - 6 " 1 4 ' - 0 " 7 ' - 0 " 1 4 ' - 0 " 2 1 ' - 0 " 2 0 ' - 0 " 1 ' - 6 " 2 0 ' - 1 1 " 8 ' - 0 " 1 ' - 6 " 3 " 1 3 1 ' - 0 " 3 " 2 7 ' - 2 " 1 ' - 6 " 1 ' - 6 " 3 " 11 ' - 1 0 " 9' - 6 1 / 2 " 9 1 / 2 " 1' - 6 " 4" 2' - 6 1 / 4 " 2 6 ' - 0 " 4 ' - 1 " 2 3 ' - 5 " 7 3 / 8 " 3' - 3 1 / 2 " 1 0 ' - 8 " 1 ' - 9 7 / 8 " 7' - 8 1 / 2 " 3' - 7 1 / 2 " 9" 18 ' - 6 " 9" 3' - 7 1 / 2 " 7' - 8 1 / 2 " 1 ' - 4 " 1 ' - 0 " 7 ' - 1 " 3 ' - 9 5 / 8 " 1 0 1 / 2 " 2 5 ' - 6 3 / 8 " 6 ' - 4 5 / 8 " 35 ' - 0 " 1' - 1 " 2' - 0 " 10 ' - 6 " 31 ' - 5 " 17 ' - 8 " 15 3 1 / 2 " N W Co n c r e t e o n 2 " Co m p o s i t e S t e e l De c k M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 2 / 1 8 / 2 0 1 5 1 : 2 1 : 3 0 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A114Fourth Floor PlanDelta Faucet Headquarters ExpansionJELLT11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 8 " = 1 ' - 0 " 1 Fo u r t h F l o o r Plan General Notes 1. All construction to meet Americans with Disabilities Act (ADA)requirements for reach and clear floor space - see sheet G-001 for more information.2. Align finishes at joints between new and existing walls that appear to be aligned on the plan unless noted otherwise.3. Dimensions are from face of stud or block unless noted otherwise.4. All work must meet applicable state and local codes. verify any changes from drawings with architect.5 Showroom and International Exhibit displays are shown as reference only. Technical plans and details will be provided in a future bid package. Refer to MEP sheets for MEP connections,lighting, and power.6 Loose furniture other than systems furniture to be provided by Owner and shown for reference only.No. Date Description 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 12 11/24/15 BP#4 Addendum #3 13 12/01/15 BP#4 Addendum #4 14 12/04/15 BF#4 Addendum #5 15 12/18/15 ASI 002 UP 1 A3 0 0 2 A3 0 0 A A B B C C D D E E F F G G H H I I J J 11 22 33 44 55 66 77 88 1 A3 0 1 2 A3 1 0 3 A3 1 0 1 A3 1 0 5 A3 1 0 1 A3 1 2 1 A3 3 0 2 A3 1 1 1 A3 1 3 1 A3 1 1 A- 0 0 6 2 A- 0 0 7 2 4. 3 A. 4 A. 4 H. 8 2 A3 1 2 5 A3 1 1 S 1 - 5 2 A3 3 0 Sl o p e 1/ 4 : 1 2 Sl o p e 1/ 4 : 1 2 Sl o p e 1/ 4 : 1 2 S l o p e 1 /4 :1 2 S l o p e 1 / 4 : 1 2 S l o p e 1 / 4 : 1 2 S l o p e 1 / 4 : 1 2 S l o p e 1 / 4 : 1 2 S l o p e 1 /4 :1 2 Sl o p e 1/ 4 : 1 2 S l o p e 1 /4 :1 2 S l o p e 1 / 4 : 1 2 S l o p e 1 / 4 : 1 2 S l o p e 1 / 4 : 1 2 S l o p e 1 / 4 : 1 2 S l o p e 1 / 4 : 1 2 S l o p e 1 / 4 : 1 2 S l o p e 1 / 4 : 1 2 S l o p e 1 / 4 : 1 2 S l o p e 1 / 4 : 1 2 S l o p e 1 / 4 : 1 2 S l o p e 1 / 4 : 1 2 S l o p e 1 / 4 : 1 2 Sl o p e 1/ 4 : 1 2 S l o p e 1 /4 :1 2 S l o p e 1 /4 :1 2 S l o p e 1 /4 :1 2 S l o p e 1 /4 :1 2 S l o p e 1 /4 :1 2 S l o p e 1 /4 :1 2 S l o p e 1 / 4 : 1 2 S l o p e 1 / 4 : 1 2 Sl o p e 1/ 4 : 1 2 Sl o p e 1/ 4 : 1 2 Sl o p e 1/ 4 : 1 2 Sl o p e 1/ 4 : 1 2 S l o p e S l o p e S l o p e 1 / 4 : 1 2 S l o p e 1 / 4 : 1 2 Sl o p e S l o p e 1 / 4 : 1 2 10 ' - 3 " 10 ' - 6 " 10 ' - 6 " Hi g h r o o f a t S t a i r , sl o p e t o c o n d u c t o r he a d / d o w n s p o u t . El e v a t o r / H V A C Sh a f t R a i s e d R o o f *N o t e : Ta r g e t e l e v a t i o n s r e f e r e n c e ge n e r a l r o o f e l e v a t i o n - r e f e r to s e c t i o n s a n d e l e v a t i o n s . Wh i t e T P O M e m b r a n e ov e r 1 / 4 " r e c o v e r y b o a r d ov e r 4 " m i n . r i g i d i n s u l a t i o n Me c h a n i c a l sc r e e n w a l l 14 " t a l l t y p i c a l R T U in s u l a t e d c u r b Ro o f d r a i n w/ o v e r f l o w 5' - 5 1 / 2 " 5' - 5 1 / 2 " 5' - 5 1 / 2 " 5' - 5 1 / 2 " 5' - 9 1 / 2 " S l o p e 1 /4 :1 2 Sl o p e 1/ 4 : 1 2 Sl o p e 1/ 4 : 1 2 Sl o p e 1/ 4 : 1 2 Im p l i e d v a l l e y Im p l i e d v a l l e y Ki t c h e n M A U an d e x h a u s t sh a f t Co n d u c t o r h e a d an d d o w n s p o u t ; pr o v i d e s p a s h b l o c k 4 1 / 4 " 3 1 / 4 " 3 1 / 4 " 3 1 / 4 " 4 1 / 4 " 4 1 / 4 " 4 1 / 4 " 4 1 / 4 " -1 / 4 " -1 / 4 " 1 1 / 4 " -1 / 4 " -1 / 4 " 4 1 / 4 " 4 1 / 4 " 4 1 / 4 " 4 1 / 4 " 4 1 / 4 " -4 3 / 4 " -4 3 / 4 " -4 3 / 4 " -4 3 / 4 " -4 3 / 4 " -4 3 / 4 " -4 3 / 4 " -4 3 / 4 " -1 / 4 " -1 / 4 " -1 / 4 " -1 / 4 " 1 1 / 4 " 4 1 / 4 " 1 1 / 4 " -1 / 4 " -1 / 4 " 1 1 / 4 " 4 1 / 4 " 1 1 / 4 " -1 / 4 " -1 / 4 " -1 / 4 " -1 / 4 " 1 1 / 4 " -1 / 4 " -1 / 4 " 1 1 / 4 " Im p l i e d v a l l e y 2 6 ' - 0 " 2 6 ' - 0 " 52 ' - 0 " 10 ' - 0 " Ro o f wa l k p a d s A4 0 0 6 3 A1 1 5 2 A1 1 5 A1 1 5 4 A1 1 5 5 Ki t c h e n M A U cu r b Ki t c h e n e x h a u s t fa n c u r b Re t u r n f a n c u r b 2 A3 3 1 3 A3 3 1 Roof Plan 57' - 0"F ROOF 156' - 0"ROOF SCREEN T/STL 162' - 0"HSS T/STL (LOW)160' - 8"Membrane flashing, refer to installation guidelines of TPO membrane manufacturerTapered insullationWhite TPO membrane, see specs Extend membrane up and over top edge of wall Membrane transition flashing per manufacturer installation guidelinesShaft wall Tapered roof insulation Roof Plan 57' - 0"Preformed boot at column/roof intersection Membrane flashing up to termination barSealant at termination bar topBase corrugated metal panel trimSteel column, see structural drawings SU B S T R A T E MA N U F A C T U R E R I N S U L A T I O N TP O CO M P R E S S I O N R I N G ST R A I N E R B A S K E T MA N U F A C T U R E R I N S U L A T I O N SU B S T R A T E 1/ 2 " ( 1 3 m m ) M I N . SE E N O T E S ME M B R A N E 12 " ( 3 0 5 m m ) 1" M A X . (2 5 m m ) NO T E S : 1. R E F E R T O M A N U F A C T U R E R W E B S I T E F O R T H E M O S T CU R R E N T I N F O R M A T I O N . 2. H O L E I N M E M B R A N E S H O U L D E X T E N D A M I N I M U M O F 1 / 2 " (1 3 m m ) B E Y O N D C L A M P I N G R I N G A N D S H O U L D N O T B E SM A L L E R T H A N T H E D I A M E T E R O F T H E L E A D E R P I P E . 3. I N S U L A T I O N A D J A C E N T T O D R A I N T O B E A P P R O P R I A T E MA N U F A C T U R E R I N S U L A T I O N W I T H A P P R O P R I A T E BO N D I N G S U R F A C E . 4. M A N U F A C T U R E R W A T E R B L O CK M I N 1 / 2 O F 1 0 O Z . ( 2 9 5 m l ) TU B E P E R 4 " D R A I N . U S E A D D I T I O N A L W A T E R B L O C K F O R LA R G E R D R A I N S . 5. I N R E R O O F A P P L I C A T I O N S : - R E M O V E E X I S T I N G F L A S H I N G D O W N T O M E T A L B O W L . - R E P A I R O R R E P L A C E B R O K E N D R A I N S C O M P O N E N T S . - D R I L L A N D T A P B R O K E N D R A I N S B O L T S A N D R E P L A C E I F NE C E S S A R Y . CO N T I N U O U S B E A D O F MA N U F A C T U R E R WA T E R B L O C K ( S E E N O T E # 4 ) BO N D I N G A D H E S I V E (A D H E R E D S Y S T E M ON L Y ) S U M P A R E A F I E L D S E A M R E Q U I R E M E N T S . A . I F F I E L D S E A M E D G E I S W I T H I N 9 " ( 2 2 9 mm ) O F D R A I N C O M P R E S S I O N R I N G , T P O T A R G E T P A T C H R E Q U I R E D . B . I F F I E L D S S E A M E D G E I S W I T H I N 9 " ( 2 2 9 m m ) T O 1 8 " ( 4 5 7 m m ) O F D R A I N C O M P R E S S I O N R I N G , H E A T W E L D A LA Y E R O F T P O F L A S H I N G ( U N S U P P O R T E D ) O R T P O M E M B R A N E C E N T E R E D O V E R S E A M E D G E . F L A S H I N G M U S T EX E N D 3 " ( 7 6 m m ) M I N . B E Y O N D E D G E O F S U M P . CL O S E D - B E S T F O R N E W C O N S T R U C T I O N W/ C O N S I S T E N T S I Z E D C U R B 1 P I E C E - B E S T F O R C O N S I S T E N T S I Z E D CU R B S W / E X I S T I N G E Q U I P M E N T 2 P I E C E S - B E S T F O R C O N S I S T E N T S I Z E D CU R B S W / E X I S T I N G E Q U I P M E N T 4 P I E C E S - B E S T F O R V A R I A B L E S I Z E D CU R B S F O R M A X I M U M A D J U S T M E N T CU S T O M C U R B T Y P E S VE R T I C A L T - J O I N T C O V E R - T Y P . ( S E E N O T E # 6 ) CU T E D G E S E A L A N T ( S E E N O T E # 5 ) TP O C U S T O M C U R B FL A S H I N G TP O M E M B R A N E 2" ( 5 c m ) M I N . H A N D W E L D A T J O I N I N G L A P O F CU R B F L A S H I N G ( T Y P . ) CU R B FI E L D T - J O I N T C O V E R - T Y P . ( S E E N O T E # 7 ) CU T E D G E S E A L A N T ( S E E N O T E # 5 ) NO T E S : 1. R E F E R T O M A N U F A CT U R E R W E B S I T E F O R M O S T CU R R E N T I N F O R M A T I O N . 2. T P O C U S T O M C U R B F L A S H I N G C O M E S I N C U S T O M S I Z E S TO F I T S P E C I F I C C U R B S I Z E S . 3. R E F E R T O D E T A I L U T - L S - 2 F O R W E L D . 4. B O N D I N G A D H E S I V E I S R E Q U I R E D B E T W E E N C U R B A N D TP O C U S T O M C U R B F L A S H I N G I N F U L L Y A D H E R E D SY S T E M S W H E N T H E M E M B R A N E C A N N O T B E A T T A C H E D "U P & O V E R " T H E C U R B , O R C U R B S W H I C H A R E G R E A T E R TH A N 1 2 " ( 3 0 0 m m . ) I N H E I G H T . 5. C U T E D G E S E A L A N T S H A L L B E A P P L I E D T O A N Y E D G E S WH E R E S C R I M R E I N F O R C E M E N T I S E X P O S E D P E R D E T A I L UT - L S - 1 4 . 6. V E R T I C A L T - J O I N T C O V E RS R E Q U I R E D A T A L L V E R T I C A L TR A N S I T I O N S O N N O N - F A C T O R Y W E L D S . 7. F I E L D T - J O I N T C O V E R S A R E R E Q U I R E D A T E A C H T - J O I N T WH E R E T H E F L A S H I N G M E E T S TH E T P O F I E L D M E M B R A N E . FI E L D T - J O I N T C O V E R S A R E N O T R E Q U I R E D W H E N 4 5 M I L . CU R B F L A S H I N G S A R E U S E D . MA N U F A C T U R E R I N S U L A T I O N SU B S T R A T E R O U N D P E N E T R A T I O N MA N U F A C T U R E R I N S U L A T I O N SU B S T R A T E FI E L D S E A M WE L D E D S P L I C E 2" ( 5 1 m m ) M I N . TP O ME M B R A N E TP O B O N D I N G A D H E S I V E (A D H E R E D S Y S T E M O N L Y ) CO N T I N U O U S B E A D OF T P O S E A L A N T ST A I N L E S S S T E E L CL A M P I N G R I N G (S E E N O T E # 5 ) CO N T I N U O U S B E A D O F AP S E A L A N T O R H I G H GR A D E S E A L A N T FI E L D F A B R I C A T E D ME T A L H O O D B Y OT H E R S ( O P T I O N A L ) FA S T E N E R A N D S E A M P L A T E A T 1 2 " ( 3 0 5 m m ) O. C . M A X . (S E E N O T E # 8 ) PR E - M O L D E D T P O P I P E FL A S H I N G TP O T - J O I N T C O V E R OR T P O F L A S H I N G (4 " ( 1 0 2 m m ) x 4 " ( 1 0 2 m m ) M I N . ) CE N T E R E D O V E R I N T E R S E C T I O N . PL A N V I E W PI P E F L A S H I N G O V E R FI E L D S E A M M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 0 : 5 9 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A115Roof PlanDelta Faucet Headquarters ExpansionJELLT11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 8 " = 1 ' - 0 " 1 Ro o f P l a n Plan General Notes 1. All construction to meet Americans with Disabilities Act (ADA)requirements for reach and clear floor space - see sheet G-001 for more information.2. Align finishes at joints between new and existing walls that appear to be aligned on the plan unless noted otherwise.3. Dimensions are from face of stud or block unless noted otherwise.4. All work must meet applicable state and local codes. verify any changes from drawings with architect.5 Showroom and International Exhibit displays are shown as reference only. Technical plans and details will be provided in a future bid package. Refer to MEP sheets for MEP connections,lighting, and power.6 Loose furniture other than systems furniture to be provided by Owner and shown for reference only. 3/4" = 1'-0"3 Enlarged Section - Roof at Shaft Extension 1 1/2" = 1'-0"2 Enlarged Section - Roof Screen Wall 6 " = 1 ' - 0 " 4 Ro o f D r a i n 1 1 / 2 " = 1 ' - 0 " 5 Ro o f C u r b 6 " = 1 ' - 0 " 6 Ro o f P i p e P e n e t r a t i o n No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #211 A2 0 0 1 A2 0 1 1 1 A3 0 0 2 A3 0 0 A A B B C C D D E E F F G G H H I I J J 11 22 33 44 55 66 77 88 99 1010 1212 XB XB XF XF XH XH XJ XJ XM XM XN XN XQ XQ XS XS XU XU X2 X2 X3 X3 X4 X4 X5 X5 X1 X1 1 A3 0 1 2 A3 0 1 2 A3 1 0 3 A3 1 0 1 A3 1 0 5 A3 1 0 1 A3 1 2 2 A3 1 3 2 A3 1 1 1 A3 1 1 4. 3 4. 3 A.4 XAA XA A A. F . F . 2' x 2 ' A C T 10 ' - 0 " A. F . F . 2' x 2 ' A C T 9' - 0 " A. F . F . 2' x 2 ' A C T 10 ' - 0 " A. F . F . 2' x 2 ' A C T 11 ' - 0 " A. F . F . 2' x 2 ' A C T 9' - 0 " A. F . F . 2' x 2 ' A C T 9' - 0 " A. F . F . 2' x 2 ' A C T 9' - 0 " A. F . F . 2' x 2 ' A C T 9' - 0 " A. F . F . 2' x 2 ' A C T 9' - 0 " A. F . F . 2' x 2 ' A C T 9' - 0 " H. 8 2 A3 1 2 5 A3 1 1 3 A3 0 1 A3 4 0 1 A3 4 1 3 12 A. F . F . 2' x 2 ' A C T 10 ' - 0 " Mo d e l S h o p 01 4 St o r a g e R o o m 01 5 Of f i c e 01 6 Gr i n d i n g 01 7 Cl e a n i n g R o o m 01 8 3D P r i n t i n g 01 9 Co r r i d o r 00 5 St a i r ST R 2 Me c h a n i c a l 01 2 ID F 01 3 Ja n . 01 1 M. R . R . 01 0 St o r a g e R o o m 00 9 W. R . R . 00 8 Ch a n g i n g (F u t u r e ) 00 6 Ba t h i n g Ex p e r i e n c e (F u t u r e ) 00 7 Ba t h i n g I n s t a l l & Te s t i n g 00 4 Co r r i d o r 00 5 Li f e C y c l e T e s t i n g 02 1 Me c h a n i c a l & Su p p l y 02 2 La b W o r k A r e a 02 3 In c o m i n g 02 5 La b O f f i c e s 02 8 Se c u r e S t o r a g e 02 7 Op t i c a l 02 4 W. I . P . 02 6 La b W o r k A r e a 02 3 Wa t e r S e r v i c e 03 1El e c t r i c a l R o o m 03 0 Wo r k r o o m 03 2 Fa c i l i t y S t o r a g e 03 3 St a i r ST R 1 La b W o r k A r e a 02 3 Co r r i d o r 00 2 Pa c k a g e T e s t i n g 00 3 Ch a s e 00 4 A Pe d e s t r i a n Co n n e c t o r 00 1 El e v a t o r EL E V 2 El e v a t o r EL E V 1 El e v a t o r L o b b y 02 0 Pe n d i n g 02 5 A A. F . F . 2' x 2 ' A C T 10 ' - 0 " Of f i c e 02 9 Op e n t o D e c k Op e n t o D e c k Op e n t o D e c k Op e n t o D e c k Op e n t o D e c k Op e n t o D e c k Op e n t o D e c k O p e n t o D e c k Op e n t o D e c k 2 A3 3 0 Op e n t o D e c k 2 A3 3 1 3 A3 3 1 3 A3 3 2 1 A3 3 2 2 A3 3 2 Op e n t o D e c k Op e n t o D e c k A3 4 1 4 A3 4 1 5 A4 5 1 2 A3 4 2 3 Sl o p e s h a f t w a l l b a c k to e l e v a t o r s h a f t . S e e se c t i o n s f o r f u r t h e r de t a i l . 2 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 5 8 : 1 8 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A120Lower Level Ceiling PlanDelta Faucet Headquarters ExpansionJELLT11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 8 " = 1 ' - 0 " 1 Lo w e r L e v e l No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 A2 0 0 1 A2 0 1 1 1 A3 0 0 2 A3 0 0 A A B B C C D D E E F F G G H H I I J J 11 22 33 44 55 66 77 88 99 1010 1212 XB XB XF XF XH XH XJ XJ XM XM XN XN XQ XQ XS XS XU XU X2 X2 X3 X3 X4 X4 X5 X5 X1 X1 1 A3 0 1 2 A3 0 1 2 A3 1 0 3 A3 1 0 1 A3 1 0 5 A3 1 0 1 A3 1 2 1 A3 3 0 2 A3 1 3 2 A3 1 1 1 A3 1 3 1 A3 1 1 4 A3 0 1 4. 3 4. 3 A. 4 A.4 XAA XA A A. F . F . 2' x 2 ' A C T 9' - 0 " A. F . F . 2' x 2 ' A C T 10 ' - 0 " A. F . F . 2' x 2 ' A C T 10 ' - 0 " A. F . F . 2' x 2 ' A C T 10 ' - 0 " A. F . F . 2' x 2 ' A C T 10 ' - 0 " A3 4 2 2 A3 4 2 1 H. 8 A. F . F . Ar m s t r o n g T e c h z o n e A C T 11 ' - 0 " A. F . F . Ar m s t r o n g T e c h z o n e A C T 11 ' - 0 " A. F . F . GW B o n M t l . S t u d 10 ' - 8 " 2 A3 1 2 5 A3 1 1 3 A3 0 1 A3 4 1 3 12 A. F . F . 2' x 2 ' A C T 10 ' - 8 " A. F . F . 2' x 2 ' A C T 10 ' - 0 " A. F . F . 2' x 2 ' A C T 11 ' - 0 " A. F . F . 2' x 2 ' A C T 11 ' - 0 " A. F . F . 2' x 2 ' A C T 11 ' - 0 " A. F . F . 2' x 2 ' A C T 10 ' - 2 " A. F . F . GW B o n M t l . S t u d 13 ' - 0 " A. F . F . GW B o n M t l . S t u d 10 ' - 0 " A. F . F . GW B o n M t l . S t u d 10 ' - 0 " A. F . F . GW B o n M t l . S t u d 10 ' - 0 " A. F . F . 2' x 2 ' A C T 11 ' - 0 " A. F . F . 2' x 2 ' A C T 9' - 0 " A. F . F . 2' x 2 ' A C T 10 ' - 0 " A. F . F . Ar m s t r o n g W o o d w o r k s 10 ' - 1 " A. F . F . Ex t e r i o r - M e t a l P a n e l - 6 " S t u d s 10 ' - 0 " Op e n t o D e c k Op e n t o D e c k `O p e n t o D e c k Op e n t o De c k Op e n t o D e c k `O p e n t o D e c k Op e n t o D e c k 0 ' - 6 " 0 ' - 6 " (V a r i e s - S l o p e d ) (V a r i e s - S l o p e d ) ( V a r i e s - S l o p e d ) Op e n t o D e c k In t e r n a t i o n a l 11 0 St a i r ST R 2 Ve s t i b u l e 11 1 At r i u m 10 4 Sh o w r o o m 11 2 En t r y 11 3 Re c e p t i o n 11 4 IT / E l e c 11 5 M. R . R . 11 6 W. R . R . 11 7 At r i u m 10 4 St o r a g e 11 8 St a i r ST R 1 Pe d e s t r i a n Co n n e c t o r 10 1 Co r r i d o r 10 2 St a i r ST R 3 Ca f e 10 3 At r i u m 10 4 El e v a t o r EL E V 2 El e v a t o r EL E V 1 ID F 10 9 M. R . R . 10 8 W. R . R . 10 7 Ja n . 10 6 Ho l d i n g 10 5 D Ki t c h e n 10 5 2 A3 3 0 87 ' - 1 3 / 1 6 " A. F . F . 2' x 2 ' A C T 10 ' - 0 " 2 A3 3 1 3 A3 3 1 3 A3 3 2 1 A3 3 2 2 A3 3 2 A3 4 3 1 A3 4 3 2 A3 4 1 4 A3 4 1 5 A4 5 1 2 A3 4 2 3 A. F . F . Ar m s t r o n g T e c h z o n e A C T 11 ' - 0 " 2 7 / 1 6 " R 8 ' - 3 " 1 1 ' - 0 3 / 8 " EQ EQ 6 " T y p . 6" T y p . M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 5 8 : 2 0 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A121First Floor Ceiling PlanDelta Faucet Headquarters ExpansionJELLT11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 8 " = 1 ' - 0 " 1 Fi r s t F l o o r No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 A2 0 0 1 A2 0 1 1 1 A3 0 0 2 A3 0 0 A A B B C C D D E E F F G G H H I I J J 11 22 33 44 55 66 77 88 99 1010 1212XB XB XF XF XH XH XJ XJ XM XM XN XN XQ XQ XS XS XU XU X2 X2 X3 X3 X4 X4 X5 X5 X1 X1 1 A3 0 1 2 A3 0 1 2 A3 1 0 3 A3 1 0 1 A3 1 0 5 A3 1 0 1 A3 1 2 1 A3 3 0 2 A3 1 3 2 A3 1 1 1 A3 1 3 1 A3 1 1 1 A4 0 2 4 A3 0 1 4. 3 4. 3 A. 4 A.4 XAA XA A H. 8 A. F . F . Ar m s t r o n g M e t a l w o r k s 11 ' - 2 " A. F . F . 2' x 2 ' A C T 11 ' - 8 " A. F . F . 2' x 2 ' A C T 11 ' - 8 " A. F . F . 2' x 2 ' A C T 11 ' - 8 " A. F . F . 2' x 2 ' A C T 11 ' - 8 " A. F . F . GW B o n M t l . S t u d 11 ' - 0 " A. F . F . 2' x 2 ' A C T 9' - 0 " A. F . F . 2' x 2 ' A C T 9' - 0 " A. F . F . 2' x 2 ' A C T 11 ' - 0 " A. F . F . GW B o n M t l . S t u d 10 ' - 8 " A. F . F . 2' x 2 ' A C T 10 ' - 6 " A. F . F . 2' x 2 ' A C T 9' - 0 " A. F . F . 2' x 2 ' A C T 9' - 0 " A. F . F . 2' x 2 ' A C T 11 ' - 0 " A. F . F . 2' x 2 ' A C T 11 ' - 0 " A. F . F . Ar m s t r o n g M e t a l w o r k s 11 ' - 2 " A . F . F . G W B o n M t l . S t u d 1 1 ' - 0 " A. F . F . Ar m s t r o n g M e t a l w o r k s 11 ' - 2 " A. F . F . Ar m s t r o n g M e t a l w o r k s 11 ' - 2 " A. F . F . GW B o n M t l . S t u d 11 ' - 0 " A . F . F . G W B o n M t l . S t u d 1 1 ' - 0 " A. F . F . 2' x 2 ' A C T 11 ' - 8 " A. F . F . 2' x 2 ' A C T 11 ' - 8 " A. F . F . 2' x 2 ' A C T 11 ' - 8 " A . F . F . G W B o n M t l . S t u d 1 1 ' - 0 " A . F . F . G W B o n M t l . S t u d 1 1 ' - 0 " 2 A3 1 2 5 A3 1 1 3 A3 0 1 A. F . F . 2' x 2 ' A C T 11 ' - 0 " Ca t e r i n g S t a g i n g 21 8 AV C l o s e t 21 7 Me e t i n g R o o m 21 6 Me e t i n g R o o m 21 5 Me e t i n g R o o m 21 4 Me e t i n g R o o m 21 3 St a i r ST R 2 At r i u m 20 4 ID F 21 2 M. R . R . 21 1 W. R . R . 21 0 Ja n . 20 9 Ve s t i b u l e 20 8 Co n f e r e n c e R o o m 20 7 Co n f e r e n c e R o o m 20 6 Co n f e r e n c e R o o m 20 5 St a i r ST R 3 Co r r i d o r 20 2 Pe d e s t r i a n Co n n e c t o r 20 1 St o r a g e 20 3 M. R . R . 22 3 St a i r ST R 1 IT / E l e c 22 2 W. R . R . 22 1 Bu s i n e s s C e n t e r 22 0 Br e a k - o u t A r e a 21 9 At r i u m 20 4 At r i u m 20 4 At r i u m 20 4 El e v a t o r EL E V 2 El e v a t o r EL E V 1 A. F . F . GW B o n M t l . S t u d 11 ' - 0 " A. F . F . GW B o n M t l . S t u d 11 ' - 0 " A. F . F . Ar m s t r o n g W o o d w o r k s 11 ' - 8 " Op e n t o S t r u c t u r e A. F . F . GW B o n M t l . S t u d 10 ' - 8 " Op e n t o S t r u c t u r e 2 A3 3 0 A. F . F . GW B o n M t l . S t u d 11 ' - 0 " 2 A3 3 1 3 A3 3 1 1 A3 3 2 2 A3 3 2 A3 4 3 1 Bu l k h e a d @ 9 ' - 0 " A F F 8' - 9 7 / 8 " 2' - 4 1 / 4 " 8' - 9 7 / 8 " 7 ' - 6 3 / 4 " 8 ' - 8 1 / 4 " 1 ' - 9 " A3 4 3 2 A4 5 1 2 A . F . F . G W B o n M t l . S t u d 1 1 ' - 0 " A. F . F . GW B o n M t l . S t u d 11 ' - 0 " A . F . F . G W B o n M t l . S t u d 1 1 ' - 0 " A. F . F . GW B o n M t l . S t u d 11 ' - 0 " A. F . F . GW B o n M t l . S t u d 11 ' - 0 " A. F . F . GW B o n M t l . S t u d 11 ' - 0 " A. F . F . GW B o n M t l . S t u d 11 ' - 0 " A. F . F . GW B o n M t l . S t u d 11 ' - 0 " A. F . F . GW B o n M t l . S t u d 11 ' - 0 " A. F . F . GW B o n M t l . S t u d 10 ' - 2 1 / 2 " A. F . F . GW B o n M t l . S t u d 10 ' - 2 1 / 2 " A. F . F . GW B o n M t l . S t u d 10 ' - 2 1 / 2 " Op e n t o S t r u c t u r e Op e n t o S t r u c t u r e Op e n t o S t r u c t u r e A. F . F . GW B o n M t l . S t u d 10 ' - 0 " A. F . F . 2' x 2 ' A C T 11 ' - 0 " 6 " T y p . 6" T y p . 1' - 0 " 2' - 5 " 1' - 0 " 1' - 5 " 1' - 0 " 6 " 6" 6 " 6" WC - 1 WC - 1 WC - 1 WC - 1 WC - 1 14 14 14 14 A. F . F . 2' x 2 ' A C T 11 ' - 0 " 14 A. F . F . 2' x 2 ' A C T 11 ' - 0 " M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 2 / 4 / 2 0 1 5 1 1 : 3 2 : 3 3 A M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A122Second Floor Ceiling PlanDelta Faucet Headquarters ExpansionJELLT11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 8 " = 1 ' - 0 " 1 Se c o n d F l o o r No. Date Description 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 12 11/24/15 BP#4 Addendum #3 13 12/01/15 BP#4 Addendum #4 14 12/04/15 BF#4 Addendum #5 A2 0 1 1 1 A3 0 0 2 A3 0 0 A A B B C C D D E E F F G G H H I I J J 11 22 33 44 55 66 77 88 1 A3 0 1 2 A3 1 0 3 A3 1 0 1 A3 1 0 5 A3 1 0 1 A3 1 2 1 A3 3 0 2 A3 1 3 2 A3 1 1 1 A3 1 3 1 A3 1 1 4 A3 0 1 A- 0 0 6 2 A- 0 0 7 2 4. 3 4. 3 A. 4 H. 8 A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 0 " A. F . F . 2' x 2 ' A C T 9' - 0 " A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 0 " A. F . F . 2' x 2 ' A C T 9' - 0 " A. F . F . 2' x 2 ' A C T 9' - 0 " A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 6 " 2 A3 1 2 5 A3 1 1 In t e r n a t i o n a l 33 4 Of f i c e 33 5 VP O f f i c e 33 6 Su p p l y C h a i n 35 0 Of f i c e 33 9 Of f i c e 33 8 Of f i c e 33 7 Of f i c e 34 0 Of f i c e 34 1 Of f i c e 34 2 IT / E l e c 33 3 St o r a g e R o o m 33 2 M. R . R . 33 1 W. R . R . 33 0 Ci r c u l a t i o n 30 2 Ve n d i n g 32 8 Ki t c h e n e t t e 32 9 Ci r c u l a t i o n 30 2 Of f i c e 34 3 Of f i c e 34 4 Of f i c e 34 6 Of f i c e 34 5 Li b r a r y 32 7 Of f i c e 32 6 Of f i c e 32 5 Of f i c e 32 4 Of f i c e 32 2 Of f i c e 32 3 Of f i c e 32 1 Of f i c e 32 0 HR D e p t . 31 5 Ci r c u l a t i o n 30 2 VP O f f i c e 31 8 Me e t i n g 31 7 Of f i c e 31 6 Ja n . 31 4 ID F 31 1 M. R . R . 31 2 W. R . R . 31 3 St a i r ST R 2 St a i r ST R 1 Of f i c e 30 4 Of f i c e 30 5 Of f i c e 30 6 St o r a g e 35 1 Su p p l y C h a i n 35 0 Of f i c e 34 9 Of f i c e 34 8 Of f i c e 34 7 E- B u s i n e s s 30 3 Ci r c u l a t i o n 30 2 El e v a t o r L o b b y 30 1 A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 8' - 6 " A. F . F . 2' x 2 ' A C T 8' - 6 " A. F . F . 2' x 2 ' A C T 8' - 6 " A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 0 " A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 6 " A. F . F . 2' x 2 ' A C T 9' - 6 " Me e t i n g 30 7 Me e t i n g 30 9 Me e t i n g 30 8 Me e t i n g 31 0 A. F . F . 2' x 2 ' A C T 9' - 6 " 2 A3 3 0 2 A3 3 1 3 A3 3 1 A. F . F . 2' x 2 ' A C T 10 ' - 0 " A. F . F . 2' x 2 ' A C T 9' - 0 " A. F . F . 2' x 2 ' A C T 9' - 0 " A. F . F . 2' x 2 ' A C T 9' - 0 " A. F . F . 2' x 2 ' A C T 9' - 0 " A. F . F . 2' x 2 ' A C T 9' - 0 " A . F . F . G W B o n M t l . S t u d 8 ' - 1 0 " Op e n t o D e c k Op e n t o D e c k Op e n t o D e c k M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 5 8 : 2 4 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A123Third Floor Ceiling PlanDelta Faucet Headquarters ExpansionJELJEL11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 8 " = 1 ' - 0 " 1 Th i r d F l o o r No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 A2 0 1 1 1 A3 0 0 2 A3 0 0 A A B B C C D D E E F F G G H H I I J J 11 22 33 44 55 66 77 88 1 A3 0 1 2 A3 1 0 3 A3 1 0 1 A3 1 0 5 A3 1 0 1 A3 1 2 1 A3 3 0 2 A3 1 3 2 A3 1 1 1 A3 1 3 1 A3 1 1 4 A3 0 1 A- 0 0 6 2 A- 0 0 7 2 4. 3 4. 3 A. 4 H. 8 2 A3 1 2 5 A3 1 1 2 A3 3 0 3 A1 1 5 2 A1 1 5 2 A3 3 1 3 A3 3 1 1 / 8 " = 1 ' - 0 " 1 Fo u r t h F l o o r M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 5 8 : 2 5 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A124Fourth Floor Ceiling PlanDelta Faucet Headquarters ExpansionJELJEL11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 First Floor 0' - 0"Second Floor 15' - 0"Third Floor 30' - 0"Fourth Floor 43' - 6"Roof Plan 57' - 0" 1 A3 0 0 A B C D E F G H I J 2 A4 0 0 1 A3 0 1 3 A3 1 0 5 A3 1 0 1 A3 3 0 2 A3 1 3 1 A3 1 3 A. 4 H. 8 2 A3 1 2 5 A3 1 1 A2 0 2 2 A2031 2 A1 1 5 2 A3 3 1 First Floor 0' - 0"Second Floor 15' - 0"Third Floor 30' - 0"Fourth Floor 43' - 6"Roof Plan 57' - 0" 1 A3 0 0 A B C D E F G H I J 1 A3 0 1 3 A310 5 A3 1 0 1 A3 3 0 2 A3 1 3 1 A3 1 3 A. 4 H.8 2 A312 5 A3 1 1 A2021 A2 0 4 1 2 A1 1 5 2 A331MICHAELF.C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 5 8 : 4 4 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A200ElevationsDelta Faucet Headquarters ExpansionJELJEL11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 8 " = 1 ' - 0 " 2 So u t h E l e v a t i o n 1 / 8 " = 1 ' - 0 " 1 No r t h E l e v a t i o n No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 Fi r s t F l o o r 0' - 0 " First Floor 0' - 0" Se c o n d F l o o r 15 ' - 0 " Second Floor 15' - 0" Th i r d F l o o r 30 ' - 0 " Third Floor 30' - 0" Fo u r t h F l o o r 43 ' - 6 " Fourth Floor 43' - 6" Ro o f P l a n 57 ' - 0 " Roof Plan 57' - 0" 2 A3 0 0 1 2 3 4 5 6 7 8 9 10 12 X2 X3 X4 X1 2 A3 0 1 2 A3101A310 1 A3 1 2 2 A3111 A311 4 A301 4. 3 3 A3 0 1 2 A3 3 0 A2 0 6 1 A2 0 6 2 3 A1 1 5 3 A3 3 1 3 A3 3 2 1 A3322 A332 Fi r s t F l o o r 0' - 0 " First Floor 0' - 0" Se c o n d F l o o r 15 ' - 0 " Second Floor 15' - 0" Th i r d F l o o r 30 ' - 0 " Third Floor 30' - 0" Fo u r t h F l o o r 43 ' - 6 " Fourth Floor 43' - 6" Ro o f P l a n 57 ' - 0 " Roof Plan 57' - 0" 2 A3 0 0 1 2 3 4 5 6 7 8 9 10 12 X2 X3 X4 X1 2 A3 0 1 2 A3 1 0 1 A3 1 0 1 A3 1 2 2 A3 1 1 1 A3 1 1 4 A3 0 1 4. 3 3 A301 A2 0 5 1 A2023 2 A3 3 0 3 A1 1 5 3 A3 3 1 3 A3 3 2 1 A3 3 2 2 A3 3 2 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 5 9 : 4 2 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A201ElevationsDelta Faucet Headquarters ExpansionJELJEL11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 8 " = 1 ' - 0 " 1 We s t E l e v a t i o n 1 / 8 " = 1 ' - 0 " 2 Ea s t E l e v a t i o n No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 Fi r s t F l o o r 0' - 0 " Se c o n d F l o o r 15 ' - 0 " Th i r d F l o o r 30 ' - 0 " Fo u r t h F l o o r 43 ' - 6 " Ro o f P l a n 57 ' - 0 " H I J 2 A4 0 1 3 A3 1 0 H. 8 1' - 7 " 1' - 6 " 4' - 9 2 9 / 3 2 " 4' - 9 2 9 / 3 2 " 4' - 9 2 9 / 3 2 " 4' - 9 2 9 / 3 2 " 6' - 2 1 / 2 " 1' - 1 0 7 / 8 " 1' - 6 " 1' - 6 " 1' - 7 " 6 8 2 1 2 1 2 2 1 1 4 4 45 9 2 2 2222 3 3 3 3352335332222255 5 2 2 23 3 3 32 2 2 2522 2 Pr e c a s t p a n e l jo i n t Pr e f i n i s h e d me t a l c o p i n g 522 2 33 3 3 3 3 5 5 3' - 1 " 4' - 9 2 9 / 3 2 " 4' - 9 2 9 / 3 2 " 4' - 9 2 9 / 3 2 " 4' - 9 2 9 / 3 2 " 6' - 2 1 / 2 " 1' - 9 7 / 8 " 14 14 15 15 151515 1516 16 19 19 19 19 19 19 2 A3 3 1 Existing Second Floor 12' - 8"Existing Roof 25' - 4"First Floor 0' - 0"Second Floor 15' - 0"Third Floor 30' - 0"Fourth Floor 43' - 6"Roof Plan 57' - 0" E F G H I J 2 A401 1 A3 0 1 1 A3 3 0 2 A3 1 3 4 A402H.8 2 A312 1' - 7 " 3' - 8 3 / 4 " 2' - 8 1/4"5' - 0"5' - 0"0' - 11"5' - 0"5' - 0"1' - 6"1' - 7" 0' - 8 5 / 8 " 0' - 2 1 / 2 " 6' - 0 " 4' - 7 1 / 4 " 4' - 6 " 2' - 9 " 1' - 2 5 / 8 " 18 ' - 0 3 / 4 " 2 ' - 0 " 5 ' - 6 " 2 ' - 6 " 2' - 6" 1 1 222222222222 2 2 2 2 22 2 2 2 2 2 2 2 3 3 3 3 3333333333 3 3 3 3 4 4 55555 8 8 8 8 8 10 10 10 11 11 12 12 12 11 13 13 17 18 18 Precast panel joint16 16 Prefinished metal coping HM door and frame, white2A331 5 A4 5 1 First Floor 0' - 0"Second Floor 15' - 0"Third Floor 30' - 0" 8 9 10 12 X2 X3 X1 2 A3 0 1 3 A301 3' - 6 5/8"1' - 6"4' - 10"1' - 4"0' - 8"1' - 8 1/8"5' - 0"6' - 2 1/2" 5' - 0 " 5' - 0 " 4' - 0 " 0' - 8 " 0' - 8 " 3' - 1 1 1 / 2 " 4' - 1 1 / 4 " 4' - 1 1 / 4 " 5' - 0 " 5' - 0 " 5' - 0 " 0' - 8 " 0' - 8 " 5' - 0 " 5' - 0 " 1' - 9 " 7 71010 10 1 1 1 11111 1 1 1 1110 7 4 4 4 20 204 4 20 44420204420 Expansion joint location - see sections Existing buildingPrefinished gray coping at ribbed wall panelsPrefinished white coping at metal panels Provide jamb trim at ribbed wall panels M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 0 : 2 0 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A202Enlarged ElevationsDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 4 " = 1 ' - 0 " 2 En l a r g e d S o u t h w e s t E l e v a t i o n 1/4" = 1'-0"1 Enlarged Northwest Elevation 1/4" = 1'-0"3 Enlarged East C onnector Elevation Ke y n o t e L e g e n d 1 A l u m i n u m c u r t a i n w a l l f r a m e , c l e a r a n o d i z e d . F r a m e t o b e u s e d w i t h G L - 2 a n d G L - 3 g l a s s t y p e s . 2 A l u m i n u m c u r t a i n w a l l f r a m e , p a i n t e d , g l o s s b l a c k. F r a m e t o b e u s e d w i t h G L - 1 g l a s s t y p e . 3 G L - 1 g l a s s , P P G G r a y l i t e I I a n d S o l a r b a n 6 0 L o w- E c o a t i n g . S e e s p e c s . A p p e a r a n c e o f g l a s s ma t c h e s d a r k g l a s s o f e x i s t i n g b u i l d i n g . 4 G L - 2 g l a s s , P P G S o l a r g r a y a n d S o l a r b a n 6 0 L o w - E c o a t i n g . S e e s p e c s . A p p e a r a n c e o f g l a s s i s a li g h t g r a y " v i s i o n " g l a s s . 5 P r e c a s t p a n e l , s m o o t h f i n i s h , p a i n t w h i t e t o m a t c h e x i s t i n g b u i l d i n g . P a r a p e t t o r e c e i v e p r e f i n i s h e d me t a l c o p i n g , w h i t e c o l o r t o m a t c h . P r o v i d e m o c k u p a n d s a m p l e f o r a p p r o v a l . 6 C o r r u g a t e d 7 / 8 " m e t a l p a n e l s , v e r t i c a l o r i e n t a t i o n , s t a n d a r d g r a y c o l o r . H e a d t o r e c e i v e p r e f i n i s h e d me t a l c o p i n g , s t a n d a r d g r a y c o l o r . P r o v i d e s a m p l e s f o r a p p r o v a l . 7 R i b b e d m e t a l p a n e l s , 7 . 2 , h o r i z o n t a l o r i e n t a t i o n , s t a n d a r d g r a y c o l o r , w i t h p r e f i n i s h e d m e t a l c o p i n g a t he a d , s t a n d a r d g r a y c o l o r . P r o v i d e s a m p l e s f o r a p p r o v a l . 8 M e d i u m - s t i l e e n t r y d o o r , m a t c h f i n i s h a n d g l a z i n g t o a d j a c e n t c u r t a i n w a l l f r a m e . 9 M e t a l p a n e l c u r t a i n w a l l i n s e r t , w h i t e c o l o r . P r o v i d e s a m p l e f o r a p p r o v a l . 10 F o r m e d m e t a l w a l l p a n e l v e n e e r , g l o s s w h i t e . P r o v i d e s a m p l e f o r a p p r o v a l . 11 A d h e r e d s t o n e v e n e e r , b a s i s o f d e s i g n : B o r a l P r o - F i t A l p i n e L e d g e s t o n e " E c h o R i d g e " . 12 L i m e s t o n e - t r i m o r c a p - s e e d e t a i l s . 13 A l u m i n u m p o s t a n d r a i l , r e c t a n g u l a r s h a p e s , d a r k b r o n z e c o l o r . P r o v i d e c o l o r s a m p l e f o r a p p r o v a l . 14 P o s t - m o u n t p r e f a b r i c a t e d c a n o p y , a l u m i n u m , w h i t e , b y M a p e s o r e q u a l . S e e s p e c s a n d d e t a i l s . 15 B u t t - j o i n t c u r t a i n w a l l g l a s s m u l l i o n . T y p i c a l a t v e r t i c a l s a n d c o r n e r s . 16 D o w n l i g h t , s e e M E P d r a w i n g s - f u t u r e b i d p a c k a g e . 17 D e c o r a t i v e m e t a l s t a i r , p a i n t e d w h i t e s t r i n g e r s a n d r i s e r f a c e s . S e e s t a i r s e c t i o n s a n d s p e c s f o r fu r t h e r d e t a i l . 18 B i p a r t i n g t r i p l e s l i d e r a l u m i n u m d o o r s a n d G L - 2 g l a s s , f l u s h t h r e s h o l d . X O O - O O X c o n f i g u r a t i o n . 19 A d d A l t e r n a t e : C u r t a i n w a l l s u n s h a d e s , 3 0 " p r o j e c t i o n . B a s i s o f d e s i g n : K a w n e e r V e r s o l e i l O u t r i g g e r wi t h A r c h b l a d e s . 20 G L - 3 g l a s s , P P G S o l a r g r a y a n d " V e l o u r " t r a n s l u c e n t f i l m . S e e s p e c s . A p p e a r a n c e o f g l a s s i s tr a n s l u c e n t a n d u s e d a s a s p a n d r e l p a n e l f o r G L - 2 g l a s s t y p e . No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 NO T E : CH O O S E O U T R I G G E R O P T I O N A N D C O P Y SE L E C T E D O U T R I G G E R O N T O T H I S IN S E R T I O N P O I N T . O U T R I G G E R P R O J E C T I O N V A R I E S O U T R I G G E R P R O J E C T I O N V A R I E S 2 1 / 2 " 2 1 / 2 " D L O D L O O P E N I N G D I M E N S I O N ( O . D . ) F R A M E H E I G H T ( F . H . ) D L O 1 / 2 " 2 1 / 2 " T Y P . 1 / 2 " 2 1 / 2 " FR A M E W I D T H ( F . W . ) OP E N I N G D I M E N S I O N ( O . D . ) 1/ 2 " 2 1 / 2 " T Y P . D L O D L O DL O 49 4 2 1 1 T O N G U E F I L L E R 49 4 2 0 2 B R A C K E T C A P 16 2 5 7 1 C O V E R S L E E V E 12 8 9 2 0 # 6 X 3 / 8 " P H T F 16 2 1 8 7 1 " C O V E R 02 8 7 8 0 3 / 8 - 1 6 N U T 02 8 5 9 6 3 / 8 N A R R O W W A S H E R 12 8 5 3 9 3 / 8 - 1 6 X 2 " H H M S 02 8 7 7 9 3 / 8 L O C K W A S H E R 12 8 5 3 1 3 / 8 X 2 1 / 2 " L A G S C R E W 49 4 2 0 1 A N C H O R C L I P F I L L E R 49 4 2 0 0 A N C H O R C L I P 49 4 4 0 0 A N C H O R S T E M 12 8 9 7 0 3 / 8 - 1 6 X 1 - 1 / 2 " H H M S 02 8 5 9 6 3 / 8 N A R R O W W A S H E R 02 8 7 7 9 3 / 8 L O C K W A S H E R 02 8 7 8 0 3 / 8 - 1 6 N U T 12 8 3 1 0 # 1 0 - 2 4 X 1 - 1 / 4 " F H M S 49 4 4 0 1 S T E E L B A C K - U P P L A T E 12 8 - 9 8 7 5 / 1 6 - 1 8 X 2 - 1 / 4 " F H M S EL E V A T I O N S C A L E : 1 / 8 " = 1 ' - 0 " TY P I C A L E L E V A T I O N SE E CO R N E R DE T A I L S 134 2 DE T A I L 3 VE R T I C A L J A M B D E T A I L (S T A N D A R D 1 " C O V E R ) DE T A I L 2 HO R I Z O N T A L O U T R I G G E R DE T A I L AT S S G M U L L I O N (S T A N D A R D 1 " C O V E R ) SE C T I O N A - A HO R I Z O N T A L N O T AL I G N E D W I T H S T E M AN C H O R S E C T I O N DE T A I L 4 SS G I N T E R M E D I A T E D E T A I L (S T A N D A R D 1 " C O V E R ) SE C T I O N B - B SE C T I O N A - A DE T A I L 1 HO R I Z O N T A L O U T R I G G E R DE T A I L AT J A M B (S T A N D A R D 1 " C O V E R ) SE C T I O N B - B PR O F I L E 30 " S Q U A R E O U T R I G G E R AN D A R C H P R O F I L E BL A D E S First Floor 0' - 0"Second Floor 15' - 0"Third Floor 30' - 0"Fourth Floor 43' - 6"Roof Plan 57' - 0" 1 A3 0 0 A B C D E F G H 2 A4 0 0 1 A3 0 1 5 A310 1 A3 3 0 2 A3 1 3 1 A313A.4 5 A311 1' - 7 " 1' - 6 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " 5' - 3 " 5' - 3 " 5' - 3 " 5' - 3 " 4' - 8 " 4' - 8 " 4' - 8 " 5' - 3 " 5' - 3 " 5' - 3 " 5' - 3 " 5' - 2 1 3 / 3 2 " 5' - 2 1 3 / 3 2 " 5' - 2 1 3 / 3 2 " 5' - 2 1 3 / 3 2 " 5' - 2 1 3 / 3 2 " 1' - 6 " 1' - 7 " 4' - 8 1/2"5' - 0"5' - 0"5' - 0"3' - 2 1/2"1' - 7" 1' - 7 " 1' - 7 " 4' - 8 1/2"5' - 0"5' - 0"1' - 8 1/2"1' - 6"5' - 0" 1' - 6 " 1' - 7 " 1' - 6 " 0' - 1" 0' - 1 " 21 ' - 7 " 21 ' - 0 " 14 ' - 0 " 21 ' - 0 " 29 ' - 1 " 24' - 6" 1' - 7 " 1' - 7 " 1' - 7"11111112344556 678 9 9 9 Po s t s d a s h e d f o r cl a r i t y - s e e p l a n s fo r s p a c i n g 101010111111 11 12 12 12 12 12 12 1212 223623232 4 4 4 6 6 1 1 1 1 4 4 4 1 1 1 1 4 4 410 10 3' - 0 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " 4' - 7 1 / 2 " 5' - 3 " 5' - 3 " 5' - 3 " 5' - 3 " 4' - 8 " 4' - 8 " 4' - 8 " 5' - 3 " 5' - 3 " 5' - 3 " 5' - 3 " 5' - 2 1 3 / 3 2 " 5' - 2 1 3 / 3 2 " 5' - 2 1 3 / 3 2 " 5' - 2 1 3 / 3 2 " 5' - 2 1 3 / 3 2 " 3' - 0 " 101010 7 Prefinished metal coping, gray to match corrugated panels Prefinished metal coping, white Pr e c a s t p a n e l j o i n t a l i g n e d w i t h st r u c t u r a l g r i d a n d c u r t a i n w a l l m u l l i o n s 3 A5 0 2 2 A1 1 5 5 A4 5 1 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 0 : 3 2 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A203Enlarged ElevationsDelta Faucet Headquarters ExpansionJELJEL11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1/4" = 1'-0"1 Enlarged Southeast ElevationKeynote Legend 1 Aluminum curtainwall frame, clear anodized. Frame to be used with GL-2 and GL-3 glass types.2 Aluminum curtainwall frame, painted, gloss blac k. Frame to be used with GL-1 glass type.3 GL-1 glass, PPG Graylite II and Solarban 60 Lo w-E coating. See specs. Appearance of glass matches dark glass of existing building.4 GL-2 glass, PPG Solargray and Solarban 60 Low-E coating. See specs. Appearance of glass is a light gray "vision" glass.5 GL-3 glass, PPG Solargray and "Velour" transl ucent film. See specs. Appearance of glass is translucent and used as a spandrel panel for GL-2 glass type.6 Precast panel, smooth finish, paint white to match existing building. Parapet to receive prefinished metal coping, white color to match. Provide mockup and sample for approval.7 Corrugated 7/8" metal panels, vertical orientation, standard gray color. Head to receive prefinished metal coping, standard gray color. Provide samples for approval.8 Formed metal wall panel veneer, gloss white. Provide sample for approval.9 Post-mount prefabricated canopy, aluminum, white, by Mapes or equal. See specs and details.10 Butt-joint curtainwall glass mullion. Typical at verticals and corners.11 Downlight, see MEP drawings - future bid package.12 Add Alternate: Curtainwall sunshades, 30" projection. Basis of design: Kawneer Versoleil Outrigger with Arch blades. 1 " = 1 ' - 0 " 2 Ad d A l t e r n a t e - C u r t a i n w a l l S u n s h a d e D e t a i l s No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 Ex i s t i n g S e c o n d Fl o o r 12 ' - 8 " Ex i s t i n g R o o f 25 ' - 4 " Fi r s t F l o o r 0' - 0 " Se c o n d F l o o r 15 ' - 0 " Th i r d F l o o r 30 ' - 0 " Fo u r t h F l o o r 43 ' - 6 " Ro o f P l a n 57 ' - 0 " 1 A3 0 0 A B C D E F G H XH 2 A4 0 0 1 A3 0 1 5 A3 1 0 1 A3 3 0 2 A313 1 A3 1 3 A. 4 5 A3 1 1 1' - 7 " 1' - 6 " 2' - 9 1 / 2 " 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " 3' - 4 1 / 2 " 4' - 2 2 1 / 3 2 " 4' - 2 2 1 / 3 2 " 4' - 2 2 1 / 3 2 " 1' - 4 " 4' - 8 " 5' - 0 " 5' - 0 " 5' - 0 " 1' - 4 " 4' - 1 1 " 4' - 1 1 " 4' - 1 1 " 4' - 11"1' - 4"4' - 5 3/16"4' - 5 3/16"4' - 5 3/16"4' - 5 3/16"1' - 7 1/4"1' - 7"1' - 6"0' - 1" 1' - 6 " 2' - 9 1 / 2 " 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " 25 ' - 1 0 1 / 2 " 28 ' - 4 1 / 2 " 13 ' - 4 " 21 ' - 0 " 21 ' - 0 " 21' - 7" 0' - 2 1 / 2 " 1' - 7 " 0' - 8 " 1' - 7" 111111112222223333 4 4 4 4 4 4 5 5 5 5 5 5 4 4 4 4 4 4 4 4 4 6 7 9 9 9 9 9 9 9 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1111 5 5 5 5 5 5 5 5 5 5 5 5 5 666 10 11 12 12 13 14 14 1414 14 14 14 14 14 14 8 8 8 22 3 3 Pr e c a s t p a n e l j o i n t Pr e c a s t p a n e l j o i n t Pr e c a s t p a n e l j o i n t Pr e c a s t p a n e l j o i n t Pr e c a s t p a n e l j o i n t Pr o v i d e b r e a k m e t a l t o m a t c h cu r t a i n w a l l a t i n t e r f a c e o f ma s o n r y / c u r t a i n w a l l f r a m e Pr e f i n i s h e d m e t a l co p i n g , w h i t e Pr e f i n i s h e d m e t a l c o p i n g , w h i t e Me c h a n i c a l s c r e e n wa l l ( b e y o n d ) Prefinished metal coping, gray 7 15 15 15 Cr o s s s e c t i o n a t c o n n e c t o r 1 ' - 0 " ( T y p ) . (T y p . ) 4' - 0 " 3 A5 0 2 2 A1 1 5 8 ' - 6 " 5 A4 5 1 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 0 : 4 2 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A204Enlarged ElevationsDelta Faucet Headquarters ExpansionJELJEL11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1/4" = 1'-0"1 Enlarged Northeast ElevationKeynote Legend 1 Aluminum curtainwall frame, clear anodized. Fram e to be used with GL-2 and GL-3 glass types.2 Aluminum curtainwall frame, painted, gloss black. Frame to be used with GL-1 glass type.3 GL-1 glass, PPG Graylite II and Solarban 60 Low-E coating. See specs. Appearance of glass matches dark glass of existing building.4 GL-2 glass, PPG Solargray and Solarban 60 Low-E coating. See specs. Appearance of glass is a light gray "vision" glass.5 GL-3 glass, PPG Solargray and "Velour" transl ucent film. See specs. Appearance of glass is translucent and used as a spandrel panel for GL-2 glass type.6 Precast panel, smooth finish, paint white to match existing building. Parapet to receive prefinished metal coping, white color to match. Provide mockup and sample for approval.7 Corrugated 7/8" metal panels, vertical orientation, standard gray color. Head to receive prefinished metal coping, standard gray color. Provide samples for approval.8 Medium-stile entry door, match finish and glazing to adjacent curtainwall frame.9 Metal panel curtainwall insert, white color. Provide sample for approval.10 Formed metal wall panel veneer, gloss white. Provide sample for approval.11 Adhered stone veneer, basis of design: Boral Pro-Fit Alpine Ledgestone "Echo Ridge".12 Limestone - trim or cap - see details.13 Post-mount prefabricated canopy, aluminum, white, by Mapes or equal. See specs and details.14 Butt-joint curtainwall glass mullion. Typical at verticals and corners.15 Downlight, see MEP drawings - future bid package.No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 First Floor 0' - 0"Second Floor 15' - 0"Third Floor 30' - 0"Fourth Floor 43' - 6"Roof Plan 57' - 0" 1 2 3 4 5 6 7 8 4. 3 1' - 7 " 3' - 8 1 / 2 " 4' - 8 1 / 2 " 3' - 1 " 5' - 1 " 5' - 1 " 5' - 1 " 5' - 1 " 5' - 1 " 5' - 1 " 3' - 1 " 3' - 5 " 5' - 0 " 5' - 0 " 3' - 5 " 3' - 1 " 5' - 1 " 5' - 1 " 5' - 1"5' - 1"5' - 1"5' - 1"3' - 1" 10 ' - 0 " 36 ' - 8 " 16 ' - 1 0 " 36' - 8" 0' - 1 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 0' - 1 " 0' - 1"1' - 6"1' - 6" 6' - 1 1 " 6' - 5 " 6 ' - 0 " 7 ' - 6 " 6 ' - 0 " 7 ' - 6 " 7 ' - 0 " 7 ' - 6 " 7 ' - 6 " 1 0 ' - 0 " (Typ.)4' - 0"1' - 0" (Typ.) 1111 23 4 5 5 6 6 7 Me t a l p a n e l in s e r t s i n ha t c h e d a r e a 8 8 8 9 10 11 10 12 13 13 14 14 14 14 14 2326232326 10 232326 Pr e f i n i s h e d m e t a l c o p i n g , w h i t e Pr e f i n i s h e d m e t a l c o p i n g , g r a y 10 3 3 3 3 2 2 1 1 2 3 4 1 66 11 6 2 1 4 3 10 10 10 10 4 4 4 4 4 4 5 5 1 4 1 4 1 1 12 12 1 1 10 1 4 4 1 4 1 2 3 No t e : a t f l o o r s 3 a n d 4 , t h e e a s t f a c a d e cu r t a i n w a l l s h a l l b e c l e a r a n o d i z e d a n d GL - 2 g l a s s . T h e n o r t h a n d s o u t h f a c e s sh a l l c o n t i n u e t h e g l o s s b l a c k f r a m e a n d GL - 1 g l a s s t y p e f r o m c o r n e r s b a c k t o re c e s s e d a r e a . R e f e r t o s e c t i o n s . 12 6 6 8Prefinised metal coping, white A2 0 5 2 A2 0 5 3 10 ' - 0 " 6' - 0 " 3 A1 1 5 3 A331 3 A332 1 A3 3 2 2 A3 3 2 4 A4 5 1 Ro o f P l a n 57 ' - 0 " R 1 ' - 7 5 / 1 6 " 3 ' - 2 5 / 8 " 3 ' - 1 0 1 / 2 " 14 ' - 9 1 / 2 " 2 ' - 8 1 / 4 " 7 1 / 1 6 " Pr e f i n i s h e d m e t a l c o p i n g 7 13 2 3 6 10 ' - 1 0 " 1 1 7 / 8 " 1 ' - 0 1 / 8 " 2 ' - 1 0 3 / 8 " 1 ' - 1 5 / 8 " Th i r d F l o o r 30 ' - 0 " 8' - 3 " 0 ' - 8 " 2 ' - 0 " 0 ' - 4 " 6 13 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 0 : 5 6 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A205Enlarged ElevationsDelta Faucet Headquarters ExpansionCheckerJEL11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1/4" = 1'-0"1 Enlarged East ElevationKeynote Legend 1 Aluminum curtainwall frame, clear anodized. Fram e to be used with GL-2 and GL-3 glass types.2 Aluminum curtainwall frame, painted, gloss blac k. Frame to be used with GL-1 glass type.3 GL-1 glass, PPG Graylite II and Solarban 60 Lo w-E coating. See specs. Appearance of glass matches dark glass of existing building.4 GL-2 glass, PPG Solargray and Solarban 60 Low-E coating. See specs. Appearance of glass is a light gray "vision" glass.5 GL-3 glass, PPG Solargray and "Velour" translucent film. See specs. Appearance of glass is translucent and used as a spandrel panel for GL-2 glass type.6 Precast panel, smooth finish, paint white to match existing building. Parapet to receive prefinished metal coping, white color to match. Provide mockup and sample for approval.7 Corrugated 7/8" metal panels, vertical orientation, standard gray color. Head to receive prefinished metal coping, standard gray color. Provide samples for approval.8 Formed metal wall panel veneer, gloss white. Provide sample for approval.9 Post-mount prefabricated canopy, aluminum, white, by Mapes or equal. See specs and details.10 Butt-joint curtainwall glass mullion. Typical at verticals and corners.11 Downlight, see MEP drawings - future bid package.12 Steel canopy framework, white gloss finish, with translucent sandwich canopy. Sandwich canopy system by Kalwall or equal, clear anodized aluminum frame.13 Reverse-channel backlit signage, LED white halo effect. No surface mount conduit on exposed surfaces.14 Add Alternate: Curtainwall sunshades, 30" projection. Basis of design: Kawneer Versoleil Outrigger with Arch blades. 1 / 2 " = 1 ' - 0 " 2 Ma i n B u i l d i n g S i gn a g e E l e v a t i o n 1 / 2 " = 1 ' - 0 " 3 Ad d r e s s S i g n a g e E l e v a t i o n No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 First Floor 0' - 0"Second Floor 15' - 0"Third Floor 30' - 0"Fourth Floor 43' - 6"Roof Plan 57' - 0" 2 A3 0 0 1 2 3 4 5 6 7 8 9 1 A4 0 1 2 A3 0 1 2 A310 1 A3 1 0 1 A3 1 2 4 A3 0 1 A2052Sim 6' - 0" 0' - 1 " 1' - 6 " 1' - 6 " 5' - 0 " 5' - 0 " 1' - 4 " 5' - 0 " 5' - 0 " 1' - 4 " 5' - 1 1 1 / 2 " 3' - 1 1 / 2 " 6' - 2 1 / 2 " 2' - 9 " 1' - 1 1 " 5' - 0 1 / 4 " 5' - 0 1 / 4 " 1' - 4 " 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0"1' - 6"1' - 6"0' - 1" 25 ' - 1 " 6' - 7 1 / 2 " 12 ' - 1 " 12 ' - 7 1 / 2 " 23 ' - 9 " 1' - 3 1 / 2 " 18 ' - 8 1 / 2 " Pr e c a s t r e v e a l i n p a n e l t o s i m u l a t e p a n e l j o i n t (T y p . f o r e a c h p a n e l t h i s v e r t i c a l l i n e ) Pr e c a s t p a n e l j o i n t Pr e c a s t p a n e l j o i n t Pr e c a s t p a n e l j o i n t Pr e f i n i s h e d m e t a l c o p i n g , w h i t e Pr e f i n i s h e d m e t a l c o p i n g , g r a y 1 2 3 322414141 4 4 5 5 4 44445 6 6 7 89 10 10 111111111212 13 14 15 15 15 15 1515 162323216 17 18 18 2 2 2 3 3 3 16 16 1 1 1 9 2 3 3 2 162323216 10 4 4 4 12 12 16 17 3 A1 1 5 3 A3 3 1 3 A3 3 2 1 A3 3 2 2 A3 3 2 4 A4 5 1 Fi r s t F l o o r 0' - 0 " Se c o n d F l o o r 15 ' - 0 " Th i r d F l o o r 30 ' - 0 " 9 10 12 X2 X3 X1 2 A3 0 1 3 A3 0 1 1' - 8 1 / 8 " 5' - 0 " 6' - 2 1 / 2 " 5' - 0 " 5' - 0 " 4' - 0 " 1' - 4 " 3' - 1 1 1 / 2 " 4' - 1 1 / 4 " 4' - 1 1 / 4 " 5' - 0 " 5' - 0 " 5' - 0 " 1' - 4 " 6' - 2 1 / 2 " 3' - 9 1 / 2 " 1' - 9 " 2 ' - 6 " 5 ' - 6 " 2 ' - 0 " 5 ' - 0 " 2 ' - 6 " 5 ' - 6 " 2 ' - 0 " 2 ' - 8 " 5 44 4 4 4 1 6 19 7 6 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 2 : 0 7 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A206Enlarged ElevationsDelta Faucet Headquarters ExpansionJELJEL11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 4 " = 1 ' - 0 " 1 En l a r g e d W e s t E l e v a t i o n Keynote Legend 1 Aluminum curtainwall frame, clear anodized. Frame to be used with GL-2 and GL-3 glass types.2 Aluminum curtainwall frame, painted, gloss blac k. Frame to be used with GL-1 glass type.3 GL-1 glass, PPG Graylite II and Solarban 60 Lo w-E coating. See specs. Appearance of glass matches dark glass of existing building.4 GL-2 glass, PPG Solargray and Solarban 60 Low-E coating. See specs. Appearance of glass is a light gray "vision" glass.5 GL-3 glass, PPG Solargray and "Velour" transl ucent film. See specs. Appearance of glass is translucent and used as a spandrel panel for GL-2 glass type.6 Formed metal wall panel veneer, gloss white. Provide sample for approval.7 Adhered stone veneer, basis of design: Boral Pro-Fit Alpine Ledgestone "Echo Ridge".8 Limestone - trim or cap - see details.9 Aluminum post and rail, rectangular shapes, dark bronze color. Provide color sample for approval.10 Post-mount prefabricated canopy, aluminum, white, by Mapes or equal. See specs and details.11 Butt-joint curtainwall glass mullion. Typical at verticals and corners.12 Downlight, see MEP drawings - future bid package.13 Decorative metal stair, painted white stringers and riser faces. See stair sections and specs for further detail.14 Reverse-channel backlit signage, LED white halo effect. No surface mount conduit on exposed surfaces.15 Add Alternate: Curtainwall sunshades, 30" projection. Basis of design: Kawneer Versoleil Outrigger with Arch blades.16 Precast panel, smooth finish, paint white to match existing building. Parapet to receive prefinished metal coping, white color to match. Provide mockup and sample for approval.17 Corrugated 7/8" metal panels, vertical orientation, standard gray color. Head to receive prefinished metal coping, standard gray color. Provide samples for approval.18 Medium-stile entry door, match finish and glazing to adjacent curtainwall frame.19 Ribbed metal panels, 7.2, horizontal orientation, standard gray color, with prefinished metal coping at head, standard gray color. Provide samples for approval. 1 / 8 " = 1 ' - 0 " 2 Pa r t i a l W e s t C o n n e ct o r E l e v a t i o n Se e d e t a i l 3 / A 2 0 2 f o r m e t a l p a n e l j o i n t p a t t e r n an d a d d i t i o n a l n o t e s - n o t s h o w n o n t h i s el e v a t o n f o r c l a r i t y . No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 Lower Level -14' - 4"First Floor 0' - 0"Second Floor 15' - 0"Third Floor 30' - 0"Fourth Floor 43' - 6"Roof Plan 57' - 0" 2 A3 0 0 1 2 3 4 5 6 7 8 9 10 12 X2 X3 X4 X5 X1 2 A3 0 1 4. 3 A3 1 0 4 3 A3 0 1 2 A3 3 0 A3134 3 A1 1 5 A1 1 5 2 3 A3 3 2 1 A3 3 2 A3 5 0 1 Si m A3 5 0 1 Si m Lower Level -14' - 4"First Floor 0' - 0"Second Floor 15' - 0"Third Floor 30' - 0"Fourth Floor 43' - 6"Roof Plan 57' - 0" 1 A3 0 0 A B C D E F G H I J XB XF XH XJ XM XN XQ XS XU 1 A3 0 1 1 A3 3 0 2 A3 1 3 1 A313A.4 XAA H. 8 A4302SimA3114 2 A3 1 2 5 A3 1 1 2 A3 3 1 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 1 : 2 4 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A300Building SectionsDelta Faucet Headquarters ExpansionJELLT11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 8 " = 1 ' - 0 " 1 Bu i l d i n g S e c t i o n - C o n n e c t o r 1 / 8 " = 1 ' - 0 " 2 Bu i l d i n g S e c t i o n - A t r i u m No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 11 Lower Level -14' - 4"First Floor 0' - 0"Second Floor 15' - 0"Third Floor 30' - 0"Fourth Floor 43' - 6"Roof Plan 57' - 0" 2 A3 0 0 1 2 3 4 5 6 7 8 9 2 A3 1 0 1 A3 1 0 1 A312 4. 3 13' - 6"13' - 6"15' - 0" A3 1 0 4 Si m A3132Sim 15' - 0"14' - 4" 2 ' - 4 5 / 8 " 8 ' - 0 " 2 ' - 1 0 5 / 8 " 2 A3 3 0 1 7 ' - 4 5 / 8 " 1 8 ' - 6 " A3 3 1 1 3 A3 3 1 3 A3 3 2 1 A3 3 2 Existing First Floor 0' - 0"Existing Second Floor 12' - 8"Existing Roof 25' - 4"Lower Level -14' - 4"Existing Basement -12' - 0"First Floor 0' - 0"Second Floor 15' - 0"Third Floor 30' - 0"1 A300CD 14' - 0"A3123 A3123Sim Lo w e r L e v e l -1 4 ' - 4 " Fi r s t F l o o r 0' - 0 " Se c o n d F l o o r 15 ' - 0 " Th i r d F l o o r 30 ' - 0 " Fo u r t h F l o o r 43 ' - 6 " Ro o f P l a n 57 ' - 0 " A A3 1 1 2 A. 4 A3 1 1 3 Lo w e r L e v e l -1 4 ' - 4 " Fi r s t F l o o r 0' - 0 " Se c o n d F l o o r 15 ' - 0 " Th i r d F l o o r 30 ' - 0 " 1 A3 0 0 C D A3 1 3 3 A3 1 3 3 Si m M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 3 : 0 1 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A301Building SectionsDelta Faucet Headquarters ExpansionJELLT11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1/8" = 1'-0"1 Building Section - Elevator 1/8" = 1'-0"2 Cross Section - Connector 1 / 8 " = 1 ' - 0 " 4 Cr o s s S e c t i o n - E a s t W a ll a n d C a n o p y E l e v a t i o n 1 / 8 " = 1 ' - 0 " 3 Cr o s s S e c t i o n - C o n n ec t o r a t M e t a l P a n e l No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 Lo w e r L e v e l -1 4 ' - 4 " First Floor 0' - 0" Se c o n d F l o o r 15 ' - 0 " Th i r d F l o o r 30 ' - 0 " Fo u r t h F l o o r 43 ' - 6 " Ro o f P l a n 57 ' - 0 " H A3 2 0 3 A3 2 2 7 A3 2 2 4 A3 2 3 1 A3 2 1 1 Si m A3 2 1 6 Si m 2 ' - 0 " 5 ' - 6 " 2 ' - 6 " 2 ' - 6 " 5 ' - 6 " 2 ' - 0 " 2 ' - 0 " 5 ' - 6 " 2 ' - 0 " 2 ' - 0 " 5 ' - 6 " 2 ' - 0 " to Bottom of Support Beam 10' - 0" Clear 1 0 ' - 0 " 7 ' - 6 " 7 ' - 6 " 7 ' - 0 " 7 ' - 6 " 6 ' - 0 " 7 ' - 6 " 6 ' - 0 " 1' - 7 " Lo w e r L e v e l -1 4 ' - 4 " Fi r s t F l o o r 0' - 0 " Se c o n d F l o o r 15 ' - 0 " Th i r d F l o o r 30 ' - 0 " Fo u r t h F l o o r 43 ' - 6 " Ro o f P l a n 57 ' - 0 " 2 A3 2 2 7 Si m A3 2 0 5 A3 2 2 8 A3 2 1 3 A3 2 1 8 A3 2 3 2 2 ' - 0 " 5 ' - 6 " 2 ' - 6 " 3 ' - 6 " 2 ' - 0 " 5 ' - 6 " 2 ' - 6 " 4 ' - 6 " 2 ' - 0 " 5 ' - 6 " 2 ' - 6 " 3 ' - 6 " 1 ' - 6 " 2 ' - 0 " 5 ' - 6 " 2 ' - 6 " 6 ' - 0 " 5 3 ' - 0 " t o B o t t o m o f S u p p o r t B e a m 1 0 ' - 0 " C l e a r 111 Lower Level -14' - 4"First Floor 0' - 0"Second Floor 15' - 0"Third Floor 30' - 0"Fourth Floor 43' - 6"Roof Plan 57' - 0"J A3201A3206A3211A3216A3231Sim5' - 6"2' - 0"2' - 6"5' - 6"2' - 0"2' - 0"5' - 6"2' - 0"2' - 0"5' - 6"2' - 0"6' - 0"7' - 6"6' - 0"7' - 6"7' - 0"7' - 6"7' - 6"7' - 6"2' - 6" Lo w e r L e v e l -1 4 ' - 4 " Fi r s t F l o o r 0' - 0 " Se c o n d F l o o r 15 ' - 0 " Th i r d F l o o r 30 ' - 0 " Fo u r t h F l o o r 43 ' - 6 " Ro o f P l a n 57 ' - 0 " 1 A3 2 0 4 A3 2 0 9 A3 2 1 5A3 2 1 10 A3 2 2 7 Si m A3 2 3 2 Si m 2 ' - 0 " 5 ' - 6 " 2 ' - 6 " 2 ' - 0 " 5 ' - 6 " 2 ' - 6 " 2 ' - 0 " 5 ' - 6 " 2 ' - 0 " 2 ' - 0 " 5 ' - 6 " 2 ' - 0 " t o B o t t o m o f S u p p o r t B e a m 1 0 ' - 0 " C l e a r 6 ' - 0 " 7 ' - 6 " 6 ' - 0 " 7 ' - 6 " 7 ' - 0 " 7 ' - 6 " 7 ' - 6 " 1 0 ' - 0 " 111 Lo w e r L e v e l -1 4 ' - 4 " Fi r s t F l o o r 0' - 0 " Se c o n d F l o o r 15 ' - 0 " Th i r d F l o o r 30 ' - 0 " Fo u r t h F l o o r 43 ' - 6 " Ro o f P l a n 57 ' - 0 " 2 A3 2 0 10 2 ' - 0 " 5 ' - 6 " 2 ' - 6 " 5 ' - 0 " 2 ' - 0 " 5 ' - 6 " 2 ' - 6 " 2 ' - 0 " 5 ' - 6 " 2 ' - 0 " 2 ' - 0 " 5 ' - 6 " 2 ' - 0 " 6 ' - 0 " 7 ' - 6 " 6 ' - 0 " 7 ' - 6 " 7 ' - 0 " 2 5 ' - 0 " A3 2 0 4 Si m A3 2 1 5 Si m A3 2 1 10 Si m A3 2 3 2 Si m 1' - 7 " 2 ' - 0 " 1 1 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 3 : 0 6 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A310Wall SectionsDelta Faucet Headquarters ExpansionJELLT11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 4 " = 1 ' - 0 " 2 Wa l l S e c t i o n - W e s t W a l l a t S o u t h W e s t C o r n e r 1 / 4 " = 1 ' - 0 " 3 Wa l l S e c t i o n - S o u t h W a l l at S o u t h W e s t C o r n e r 1/4" = 1'-0"1 Wall Section - West Wall 1 / 4 " = 1 ' - 0 " 4 Wa l l S e c t i o n - S o u t h W a l l 1 / 4 " = 1 ' - 0 " 5 Wa l l S e c t i o n - S o u t h W a l l a t S o u t h E a s t C o r n e r Keynote Legend 1 Add Alternate Sun Shade - 30" square profile with flat blades provided by or approved for use with curtain wall manufacturer.No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 Lower Level -14' - 4"First Floor 0' - 0"Second Floor 15' - 0"Third Floor 30' - 0"Fourth Floor 43' - 6"Roof Plan 57' - 0"B A3203SimA3206SimA3211SimA3216SimA3231Sim10' - 0"7' - 6"6' - 0"7' - 6"6' - 0"7' - 6"7' - 0"7' - 6"7' - 6"10' - 0"2' - 6"2' - 0"5' - 6"2' - 0"2' - 0"5' - 6"2' - 0"Lower Level -14' - 4"First Floor 0' - 0"Second Floor 15' - 0"Third Floor 30' - 0"Fourth Floor 43' - 6"Roof Plan 57' - 0"A A. 4 A3 2 0 8A3 2 1 9 A3 2 0 3 Si m A3 2 1 6 Si m A3 2 3 1 Si m 2 ' - 0 " 5 ' - 6 " 2 ' - 6 " 1 5 ' - 0 " 2' - 0"5' - 6"2' - 0"2' - 0"5' - 6"2' - 0"6' - 0"7' - 6"6' - 0"7' - 6"7' - 0"25' - 0" Lo w e r L e v e l -1 4 ' - 4 " Fi r s t F l o o r 0' - 0 " Se c o n d F l o o r 15 ' - 0 " Th i r d F l o o r 30 ' - 0 " Fo u r t h F l o o r 43 ' - 6 " Ro o f P l a n 57 ' - 0 " A A. 4 A3 2 1 4 A3 2 1 6 Si m A3 2 3 1 Si m A3 2 0 3 Si m A3 2 0 8 Si m 2 ' - 6 " 5 ' - 6 " 2 ' - 0 " 5 ' - 6 " 2 ' - 0 " 2 ' - 0 " 5 ' - 6 " 2 ' - 0 " 6 ' - 0 " 7 ' - 6 " 6 ' - 0 " 7 ' - 6 " 7 ' - 0 " 2 5 ' - 0 " Lo w e r L e v e l -1 4 ' - 4 " Fi r s t F l o o r 0' - 0 " Se c o n d F l o o r 15 ' - 0 " Th i r d F l o o r 30 ' - 0 " Fo u r t h F l o o r 43 ' - 6 " Ro o f P l a n 57 ' - 0 " A 1 A3 1 3 A. 4 A3 2 0 2A3 2 0 7 A3 2 1 1 Si m A3 2 1 6 Si m A3 2 3 1 Si m 2 ' - 0 " 5 ' - 6 " 1 7 ' - 6 " 6 ' - 0 " 7 ' - 6 " 6 ' - 0 " 7 ' - 6 " 7 ' - 0 " 2 5 ' - 0 " 2 ' - 0 " 5 ' - 6 " 2 ' - 0 " 2 ' - 0 " 5 ' - 6 " 2 ' - 0 " Lo w e r L e v e l -1 4 ' - 4 " Fi r s t F l o o r 0' - 0 " Se c o n d F l o o r 15 ' - 0 " Th i r d F l o o r 30 ' - 0 " Fo u r t h F l o o r 43 ' - 6 " Ro o f P l a n 57 ' - 0 " 8 A3 2 0 10 Si m A3 2 1 5 Si m A3 2 1 10 Si m A3 2 3 2 Si m 2 ' - 0 " 5 ' - 6 " 2 ' - 6 " 5 ' - 0 " 2 ' - 0 " 5 ' - 6 " 2 ' - 6 " 2 ' - 0 " 5 ' - 6 " 2 ' - 0 " 6 ' - 0 " 7 ' - 6 " 6 ' - 0 " 7 ' - 6 " 7 ' - 0 " 2 5 ' - 0 " 2 ' - 0 " 5 ' - 6 " 2 ' - 0 " A3 5 0 6 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 1 : 4 3 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A311Wall SectionsDelta Faucet Headquarters ExpansionJELJMG11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1/4" = 1'-0"1 Wall Section - East Wall at South East Corner 1 / 4 " = 1 ' - 0 " 2 Wa l l S e c t i o n - E a s t W a l l a t C o l u m n 1 / 4 " = 1 ' - 0 " 3 Wa l l S e c t i o n - E a s t W a l l b e t w e e n C o l u m n s 1 / 4 " = 1 ' - 0 " 4 Wa l l S e c t i o n - E a s t W a l l a t S e t b a c k 1 / 4 " = 1 ' - 0 " 5 Wa l l S e c t i o n - N o r t h W a l l No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 11 Lo w e r L e v e l -1 4 ' - 4 " Fi r s t F l o o r 0' - 0 " Se c o n d F l o o r 15 ' - 0 " Third Floor 30' - 0"Fourth Floor 43' - 6"Roof Plan 57' - 0"H I 4 A4 0 2 2 A312 A3 2 2 3 A3234 A3235A3211SimA3216SimA3231Sim6' - 0"7' - 6"6' - 0"7' - 6"7' - 0"10' - 0"5' - 6"2' - 0"10' - 0"2' - 0"1' - 10 1/2" Lo w e r L e v e l -1 4 ' - 4 " Fi r s t F l o o r 0' - 0 " Se c o n d F l o o r 15 ' - 0 " Th i r d F l o o r 30 ' - 0 " Fo u r t h F l o o r 43 ' - 6 " Ro o f P l a n 57 ' - 0 " 7 8 9 1 A3 1 2 A3 2 2 2 A3 2 2 6 A3 2 3 3 A3 2 1 3 Si m A3 2 1 8 Si m A3 2 3 2 Si m 5 ' - 0 " 1 0 ' - 0 " 2 ' - 0 " 5 ' - 6 " 2 ' - 6 " 3 ' - 6 " 2 ' - 0 " 5 ' - 6 " 2 ' - 6 " 6 ' - 6 " 8 ' - 0 " 6 ' - 0 " 3 8 ' - 0 " Lo w e r L e v e l -1 4 ' - 4 " Fi r s t F l o o r 0' - 0 " Se c o n d F l o o r 15 ' - 0 " Th i r d F l o o r 30 ' - 0 " C A3 2 2 9 A3 2 2 5 A3 2 2 1 2 ' - 6 1 / 1 6 " 2 7 ' - 8 " 2 ' - 6 " 5 ' - 6 " 2 ' - 0 " 5 ' - 0 " 2 ' - 6 " 5 ' - 6 " 2 ' - 0 " 2 ' - 8 " M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 3 : 1 4 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A312Wall SectionsDelta Faucet Headquarters ExpansionJELLT11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1/4" = 1'-0"1 Wall Section - West Wall at North West Corner 1 / 4 " = 1 ' - 0 " 2 Wa l l S e c t i o n - N o r t h W a l l at N o r t h W e s t C o r n e r 1 / 4 " = 1 ' - 0 " 3 Wa l l S e c t i o n - C o n n e c t o r No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 Lower Level -14' - 4"First Floor 0' - 0"Second Floor 15' - 0"Third Floor 30' - 0"Fourth Floor 43' - 6"Roof Plan 57' - 0"2 A300 4 5 1' - 7"4.3 2 A4306' - 0"7' - 6"6' - 0"7' - 6"7' - 0" 2 ' - 0 " 5 ' - 6 " A3 2 1 2 A3212SimA32110Sim A3 2 1 10 Si m A3232Sim A3 2 3 2 Si m 2' - 0"5' - 6"2' - 0"2' - 0"5' - 6"5' - 6"Metal panel inserts in hatched area Lo w e r L e v e l -1 4 ' - 4 " Fi r s t F l o o r 0' - 0 " Se c o n d F l o o r 15 ' - 0 " Th i r d F l o o r 30 ' - 0 " Fo u r t h F l o o r 43 ' - 6 " Ro o f P l a n 57 ' - 0 " 8 9 1 A3 1 2 3 ' - 6 " 5 ' - 0 " 1 0 ' - 0 " A3 2 1 7 A3 2 1 5 Si m A3 2 1 10 Si m A3 2 3 2 Si m 2 ' - 0 " 8 ' - 0 " 2 ' - 0 " 5 ' - 6 " 2 ' - 0 " 2 ' - 0 " 5 ' - 6 " 2 ' - 0 " 6 ' - 0 " 7 ' - 6 " 6 ' - 0 " 7 ' - 6 " 7 ' - 0 " 1 0 ' - 0 " 0 ' - 0 " A3 2 2 10 18 ' - 3 7 / 8 " 2 ' - 0 " 5 ' - 6 " 2 ' - 6 " Lo w e r L e v e l -1 4 ' - 4 " Fi r s t F l o o r 0' - 0 " Se c o n d F l o o r 15 ' - 0 " Th i r d F l o o r 30 ' - 0 " D A3 2 3 7 A3 2 3 8 A3 2 3 6 2 1 / 1 6 " Lo w e r L e v e l -1 4 ' - 4 " Fi r s t F l o o r 0' - 0 " Se c o n d F l o o r 15 ' - 0 " Th i r d F l o o r 30 ' - 0 " 12 X2 X3 3 A3 0 1 A5 0 0 1 A5 0 0 2 A5 0 0 3 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 3 : 1 7 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A313Wall SectionsDelta Faucet Headquarters ExpansionJELLT11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1/4" = 1'-0"1 Wall Section - Setback Above Entry 1 / 4 " = 1 ' - 0 " 2 Wa l l S e c t i o n - N o r t h W a l l a t P l a z a D e c k 1 / 4 " = 1 ' - 0 " 3 Wa l l S e c t i o n - C o n n e c t o r at R i b b e d M e t a l P a n e l 1 / 4 " = 1 ' - 0 " 4 Wa l l S e c t i o n - C o n n e c t i o n t o E x i s t i n g B u i l d i n g No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 Fi r s t F l o o r 0' - 0 " J 1 7489 105111211215162"1"2' - 1"2"2"1"3"1' - 6"6"1' - 7"6"1' - 1"19 20 1 7/8"2' - 6"21A5013 Fi r s t F l o o r 0' - 0 " A. 4 2 7 13 111620 1 7 / 8 " 21 A5 0 1 10 32 Fi r s t F l o o r 0' - 0 " H 6 455 2 7 11 16 20 1 7 / 8 " 21 1' - 6 " 2 ' - 6 " Fi r s t F l o o r 0' - 0 " 1 2 3 455 11 7616 1 7 / 8 " 20 1' - 6 " 21 2 ' - 6 " 30 Fi r s t F l o o r 0' - 0 " 2 455 11 12 8 3 1011 7616 15 15 1 7 / 8 " 6" 20 2 ' - 6 " 1' - 6 " 9 21 A5 0 1 2 Ty p i c a l a t a l l cu r t a i n w a l l s i l l s at f l o o r l e v e l 29 Se c o n d F l o o r 15 ' - 0 " J 14591211 52315151511111517186"2"1"2' - 1"2"5' - 0"3"1' - 6"6"2"6"19 192' - 6"1"1' - 6"A5015Typical at all curtian wall over precast locations A50112 Ty p i c a l a t al l c u r t a i n wa l l h e a d s 2913 Se c o n d F l o o r 15 ' - 0 " A. 4 10 2 3 14 5 9 12 11 1515 6" 66 1' - 6 " 7 ' - 6 " 14 18 225 11 11 23 23 24325212627 Fl a s h i n g : m e t a l f l a s h i n g a t r o o f d e c k a n d me m b r a n e f l a s h i n g ; c o u n t e r f l a s h i n g in s e r t e d i n t o c u r t a i n w a l l f r a m e , c a u l k e d fu l l l e n g t h . M a t c h m e t a l p a n e l i n s e r t . 29 30 Se c o n d F l o o r 15 ' - 0 " A. 4 55 2 391112 6 6 6" 2 ' - 6 " 8" 29 11 1121 21 31 Se c o n d F l o o r 15 ' - 0 " 1 5117 6" 3 1 / 4 " 1' - 6 " 2 " 1 " 2 ' - 1 " 2 " 3 ' - 6 " 8 " 1 0 " 2" 6" 3" 1' - 6 " 2 ' - 6 " 45 12 11111215151531891919 28 A5 0 1 13 29 30 11 21 2113 Se c o n d F l o o r 15 ' - 0 " 2 2 ' - 6 " 5 ' - 0 " 1' - 6 " 6" 5 5 5 5 9 11 1215 1518 6 6 6 3 3230 29 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 1 : 4 5 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A320Enlarged Wall SectionsDelta Faucet Headquarters ExpansionJELLT11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4Keynote Legend 1 6" Precast Concrete Wall Panel with accent band 2 Concrete Slab - See Structural 3 Steel Beam - See Structural Drawings 4 Curtainwall Sill Mullion 5 1" Tinted Insulating Glass 6 Curtainwall Intermediate Horizontal Mullion 7 12" Concrete Foundation Wall - See Structural 8 Floor Tile 9 Curtainwall Interior Sill Trim 10 Suspended Acoustical Ceiling per Finish Schedule 11 5/8" Gypsum Wallboard 12 6" Metal Stud 13 Carpet 14 Steel Frame Brace - See Structural Drawings 15 6" Channel Stud 16 3-5/8" Channel Stud 17 Curtainwall Head Mullion 18 Firestopping 19 1" Airspace 20 1/2" Airspace 21 3-5/8" Metal Stud 22 1-5/8" Channel Stud 23 1-5/8" Metal Stud 24 Painted Aluminum Soffit Panels 25 Steel Decking - See Structural 26 Adhered Thermoplastic Polyolefin (TPO)Roofing 27 1/4" Protection Board over 4"Polyisocyanurate Insulation 28 Post supported canopy with 6" Square Posts and 8" Facia Profile 29 Sprayed-On Fireproofing - Thickness per Specifications and Manufacturer to maintain a 1 Hour Fire Rating 30 Intumescent Fireproofing - Apply to Maintain a 1 Hour Fire Rating in locations where structure will be visible 31 Wood Blocking As Required 32 Curtainwall Hinge Side Door Jamb Mullion 3/4" = 1'-0"1Enlarged Section - First Floor Pre-cast Perpendicular to Deck 3 / 4 " = 1 ' - 0 " 2 En l a r g e d S e c t i o n - F i r s t Fl o o r D o o r P e r p e n d i c u l a r to D e c k 3 / 4 " = 1 ' - 0 " 3 En l a r g e d S e c t i o n - F i r s t F l o o r G l a z i n g Pe r p e n d i c u l a r t o D e c k 3 / 4 " = 1 ' - 0 " 4 En l a r g e d S e c t i o n - F i r s t F l oo r G l a z i n g P a r a l l e l t o De c k 3 / 4 " = 1 ' - 0 " 5 En l a r g e d S e c t i o n - F i r s t Fl o o r W a l l a n d S p a n d r e l Pa r a l l e l t o D e c k 3/4" = 1'-0"6Enlarged Section - Second Floor Precast Perpendicular to Deck 3 / 4 " = 1 ' - 0 " 7 En l a r g e d S e c t i o n - S e c o n d F l o o r a t M a i n E n t r y Ca n o p y 3 / 4 " = 1 ' - 0 " 8 En l a r g e d S e c t i o n - S e c o n d F l o o r W a l l a n d Sp a n d r e l P e r p e n d i c u l a r t o D e c k 3 / 4 " = 1 ' - 0 " 9 En l a r g e d S e c t i o n - S e c o nd F l o o r a n d E m p l o y e e Ca n o p y P a r a l l e l t o D e c k 3 / 4 " = 1 ' - 0 " 10 En l a r g e d S e c t i o n - S e c o n d F l o o r W a l l a n d Sp a n d r e l P a r a l l e l t o D e c k No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 11 Th i r d F l o o r 30 ' - 0 " J 1"1' - 6"6"8"2"1"1' - 9"4"4' - 8"3"1' - 6"2"6"6"3 191094212111112187 513610149952' - 0"15202526 Th i r d F l o o r 30 ' - 0 " 4 1 2 3 4 5 6 7 8 1' - 1 " 6" 1' - 6 " 3" 2 ' - 0 " 1' - 7 " 2" 6" 2 " 1 " 1 ' - 9 " 4 " 4 ' - 8 " 99 16 2 17 189 14 10 1525 Th i r d F l o o r 30 ' - 0 " 2 1' - 6 " 6" 8" 6" 2 ' - 0 " 1' - 6 " 19 55551919 7 8 8 2012 111 1 1 2 19214999 14 6 " 4 ' - 6 " 25 25 Th i r d F l o o r 30 ' - 0 " A A. 4 1' - 6 " 6" 1' - 1 " 6" 1' - 6 " 3" 4 ' - 8 " 4 " 1 ' - 9 " 1 " 2 " 5' - 0 " 1' - 7 " 6" 2" 35 4 1 2 109 9 14 6 7 13 515 18 2 17 20 12 2 8 2 8 16 15 25 25 Th i r d F l o o r 30 ' - 0 " 1 1" 1' - 6 " 6" 8" 6" 3" 1' - 6 " 2 " 1 " 1 ' - 9 " 4 " 4 ' - 8 " 2 ' - 0 " 2" 6" 3 99 14 941210 7 8 8 2012 1 1 1592 513 10 5 6 25 25 Fo u r t h F l o o r 43 ' - 6 " J 1"1' - 6"2"1"1' - 9"4"3' - 8"2' - 0"4' - 0"6"6"3"1' - 6"2"6"15191012814397102145513625 Fo u r t h F l o o r 43 ' - 6 " 1 3" 1' - 6 " 2 " 1 " 1 ' - 9 " 4 " 3 ' - 8 " 2" 6" 6" 1" 1' - 6 " 6" 3 9 2 ' - 0 " 5 5 208 18 15 136 999710121014 14 25 25 Fo u r t h F l o o r 43 ' - 6 " 2 6" 2 ' - 0 " 4 ' - 0 " 1' - 6 " 6" 1' - 6 " 555141951919 4 1 29 9 7 1912889202525 Th i r d F l o o r 30 ' - 0 " A A. 4 6" 2 ' - 0 " 1' - 6 " 3" 4 ' - 8 " 4 " 1 ' - 9 " 1 " 2 " 1' - 6 " 3' - 7 " 1' - 5 " 1' - 7 " 6" 1' - 1 " 6" 2" 356 4 1 2 109 9 14 7 13 515 20 12 2 8 17 18 16 8 23 23 24 Al i g n j o i n t w i t h bo t t o m o f a j a c e n t pr e c a s t p a n e l s o n Ea s t e l e v a t i o n 1 2 1 ' - 0 " 0 ' - 6 " 25 25 Se c o n d F l o o r 15 ' - 0 " 8 1' - 6 " 21 22 Be y o n d A5 0 1 11 25 252728 8 8 8 7 7 25 2526 20 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 1 : 4 7 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A321Enlarged Wall SectionsDelta Faucet Headquarters ExpansionJELJMG11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4Keynote Legend 1 5/8" Gypsum Wallboard 26 " M e t a l S t u d 3 6" Precast Concrete Wall Panel with accent band 4 Curtainwall Interior Sill Trim 5 1" Tinted Insulating Glass 6 Curtainwall Sill Mullion 7 Concrete Slab - See Structural 8 Steel Beam - See Structural Drawings 9 6" Channel Stud 10 1" Airspace 11 3-5/8" Metal Stud 12 1-5/8" Metal Stud 13 Curtainwall Head Mullion 14 Firestopping 15 Wood Blocking As Required 16 4" Rigid Insulation 17 1" ZIP Sheathing 18 Painted Aluminum Soffit Panels 19 Curtainwall Intermediate Horizontal Mullion 20 Suspended Acoustical Ceiling per Finish Schedule 21 Door, Frame, and Hardware per Schedule 22 Curtainwall Hinge Side Door Jamb Mullion 23 6" Precast Concrete Wall Panel 24 Precast Panel Joint 25 Sprayed-On Fireproofing - Thickness per Specifications and Manufacturer to maintain a 1 Hour Fire Rating 26 Carpet 27 24" x 24" x 2" Concrete Grid Paver with Adjustable Standoffs 28 1/4" Protection Board over 4"Polyisocyanurate Insulation 3/4" = 1'-0"1Enlarged Section - Third Floor Precast Perpendicular to Deck 3 / 4 " = 1 ' - 0 " 2 En l a r g e d S e c t i o n - T h i r d F l o o r P r e c a s t a t C o l u m n Re t u r n 3 / 4 " = 1 ' - 0 " 3 En l a r g e d S e c t i o n - T h i r d F l o o r W a l l a n d S p a n d r e l Pa r a l l e l t o D e c k 3 / 4 " = 1 ' - 0 " 4 En l a r g e d S e c t i o n - T h i r d F l o o r P r e c a s t B e t w e e n Co l u m n s 3 / 4 " = 1 ' - 0 " 5 En l a r g e d S e c t i o n - T h i r d F l oo r P r e c a s t P a r a l l e l t o De c k 3/4" = 1'-0"6Enlarged Section - F ourth Floor Precast Perpendicular to Deck 3 / 4 " = 1 ' - 0 " 10 En l a r g e d S e c t i o n - F o u r t h F l o o r P a r a l l e l t o D e c k 3 / 4 " = 1 ' - 0 " 8 En l a r g e d S e c t i o n - F ou r t h F l o o r W a l l a n d Sp a n d r e l P a r a l l e l t o D e c k 3 / 4 " = 1 ' - 0 " 9 En l a r g e d S e c t i o n - T h ir d F l o o r P r e c a s t a t Co l u m n s 3 / 4 " = 1 ' - 0 " 7 En l a r g e d S e c t i o n - P l a z a D e c k a n d S e c o n d F l o o r Pr e c a s t P a r a l l e l t o D e c k No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 11 Fi r s t F l o o r 0' - 0 " 9 1' - 6 " 1 7 / 8 " 10 13 14 15 1 9 8 10 11 122041 First Floor 0' - 0"C 1 1 7/8"1' - 6"33 910 11 12242' - 6" Fi r s t F l o o r 0' - 0 " I 4 A4 0 2 Fa c e o f S h e a t h i n g 1' - 6 " 11 9 / 1 6 " 1 7 / 8 " 9 9 1 16 17 Ar e a w a y 181920 10 10 11 12 Ty p i c a l a t a l l ed g e s o f g r a t e 34 A5 0 1 4 2 ' - 4 " 2 ' - 0 " 40 Second Floor 15' - 0"C 581' - 6"8"3 3 3441 106"28 11Varies2' - 6"10Third Floor 30' - 0"C 5781' - 6"8 5/8"29 3 36413101330362 1/16"2' - 4"2' - 8" Se c o n d F l o o r 15 ' - 0 " 9 1' - 6 " Fa c e o f S h e a t h i n g 5' - 2 " 3 ' - 6 " 5 ' - 0 " 6' - 1 9 / 1 6 " 11 " 8 8 8 8 32 33 13 13 1313 1320 20 14 5 1 / 2 " 8 1 / 2 " 18 19 34 35 5136 37 A5 0 1 7 Si m Ad h e r e d l i m e s t o n e l e d g e , 3" w x 2 . 5 " h , w / m a s o n ' s fl a s h i n g a t b a s e . R e f e r t o MV M A I n s t a l l a t i o n G u i d e - 4t h E d i t i o n f o r a d d i t i o n a l ad h e r e d m a s o n r y d e t a i l i n g . 29 42 42 42 42 42 42 Se c o n d F l o o r 15 ' - 0 " 9 8 1 / 2 " 5 1 / 2 " 3 ' - 6 " 5 ' - 0 " 9" 1' - 6 " Fa c e o f S h e a t h i n g 5' - 2 " 8" 6' - 1 9 / 1 6 " 5 36 35 142020 13 13 131819 3488 10 3888136 2933 37 32 1339 39 14 A5 0 1 7 Ad h e r e d l i m e s t o n e l e d g e , 3" w x 2 . 5 " h , w / m a s o n ' s fl a s h i n g a t b a s e . R e f e r t o MV M A I n s t a l l a t i o n G u i d e - 4t h E d i t i o n f o r a d d i t i o n a l ad h e r e d m a s o n r y d e t a i l i n g . 42 42 42 42 42 42 Se c o n d F l o o r 15 ' - 0 " H 6" 1' - 6 " 1" 2 " 1 " 2 ' - 1 " 2 " 3 ' - 6 " 8 " 1 0 " 6" 2" 1' - 6 " 3" 3 21 3 32223 2024 25 6 4 1 813131310202426 2 ' - 6 " 2 42 10 11 11 10Se c o n d F l o o r 15 ' - 0 " 2 2 ' - 6 " 1' - 6 " 5 7 / 8 " 6" 3 1 / 4 " 1' - 6 " 3331333224444423 1313 13 13 10812610201020 A5 0 1 6 41 Fi r s t F l o o r 0' - 0 " H. 8 8 1 / 2 " 2222 27 8 " 1 0 " 1 0 ' - 0 " 11 1 / 2 " Co l u m n dr a i n a g e p e r ca n o p y ma n u f a c t u r e r M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 1 : 4 8 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A322Enlarged Wall SectionsDelta Faucet Headquarters ExpansionJELJMG11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4Keynote Legend 1 Concrete Slab - See Structural 2 Curtainwall Sill Mullion 3 1" Tinted Insulating Glass 4 Curtainwall Intermediate Horizontal Mullion 5 Suspended Acoustical Ceiling per Finish Schedule 6 Curtainwall Head Mullion 7 Steel Decking - See Structural 8 Steel Beam - See Structural Drawings 9 12" Concrete Foundation Wall - See Structural 10 5/8" Gypsum Wallboard 11 3-5/8" Metal Stud 12 1/2" Airspace 13 6" Channel Stud 14 1" ZIP Sheathing 15 Painted Aluminum Wall Panels 16 2" Steel bar grating 17 L2x2x0.25 18 2" Cultured Stone Veneer 19 Mortar 20 6" Metal Stud 21 6" Precast Concrete Wall Panel with accent band 22 Post supported canopy with 6" Square Posts and 8" Facia Profile 23 Firestopping 24 1" Airspace 25 Wood Blocking As Required 26 Curtainwall Interior Sill Trim 27 Concrere Foundation and Pier - See Structural 28 1-5/8" Metal Stud 29 Adhered Thermoplastic Polyolefin (TPO)Roofing 30 4" Roof Edge 31 Metal panel curtainwall insert, white color.Provide sample for approval.32 Limestone Parapet Cap 33 24" x 24" x 2" Concrete Grid Paver with Adjustable Standoffs 34 7/16" Exterior Sheathing 35 Painted Aluminum Soffit Panels 36 1/4" Protection Board over 4"Polyisocyanurate Insulation 37 1 1/2" x 3" Rectangular Guardrail with 3/4" x 1 1/2" Balasters Horizontal at 4" o.c.38 8" Metal Stud 39 8" Channel Stud 40 6" Fixed Architectural Louver - 24"x72"41 Intumescent Fireproofing - Apply to Maintain a 1 Hour Fire Rating in locations where structure will be visible 42 Sprayed-On Fireproofing - Thickness per Specifications and Manufacturer to maintain a 1 Hour Fire Rating 3 / 4 " = 1 ' - 0 " 2 En l a r g e d S e c t i o n - F i rs t F l o o r M e t a l P a n e l 1/2" = 1'-0"1 Enlarged Section - C onnector at First Floor 3 / 4 " = 1 ' - 0 " 3 En l a r g e d S e c t i o n - I n t a k e / E x h a u s t A r e a w a y 3/4" = 1'-0"5 Enlarged Section - C onnector at Second Floor 3/4" = 1'-0"9 Enlarged Section - Connector at Roof 3 / 4 " = 1 ' - 0 " 6 En l a r g e d S e c t i o n - P l az a D e c k O v e r h a n g a t Me t a l P a n e l s 3 / 4 " = 1 ' - 0 " 10 En l a r g e d S e c t i o n - P l az a D e c k O v e r h a n g a t Gl a z i n g 3 / 4 " = 1 ' - 0 " 4 En l a r g e d S e c t i o n - S e co n d F l o o r P r e c a s t a n d Em p l o y e e C a n o p y P e r pe n d i c u l a r t o D e c k 3 / 4 " = 1 ' - 0 " 8 En l a r g e d S e c t i o n - S e c o n d F l o o r W a l l a n d Sp a n d r e l a t E m p l o y e e C a n o p y 3 / 4 " = 1 ' - 0 " 7 En l a r g e d S e c t i o n - E m p l o y e e C a n o p y P o s t No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 11 Roof Plan 57' - 0"H 2' - 0"4' - 0"1' - 6"1"6"1" Min 1 23 4 5 6 7891011128144"41 41 Ro o f P l a n 57 ' - 0 " 2 2 ' - 0 " 4 ' - 0 " 6" 1" 1' - 6 " 7 1 3 2 13 5 5 11 6 8121441098 1 " M i n 4 " 41 41 41 Se c o n d F l o o r 15 ' - 0 " 7 6" 1' - 6 " 7 7 15 16 16 17 18 14 1920 12 2189 22 22 5 5 512 23 89 8 24 A5 0 1 8 Si m 41 41 41 41 41 Se c o n d F l o o r 15 ' - 0 " H 1' - 6" 7 7 33 3316 18 1419 1720 22 22 23 5 5 1612 5 8 9 8 A5 0 1 8 41 41 41 41 41 Se c o n d F l o o r 15 ' - 0 " I 4 A4 0 2 8 1 / 2 " 5 1 / 2 " 7 5 / 8 " 11 9 / 1 6 " Fa c e o f S h e a t h i n g 1' - 6 " 6 " 3 ' - 0 " 5' - 0 " 25 3 ' - 0 " 6 " 2627 28 18 14 19 22 5 8 9 16 29 30 31 32 A5 0 1 9 41 41 Fi r s t F l o o r 0' - 0 " D 34 35 1' - 0 " 3637 98 12 A5 0 1 1 Se c o n d F l o o r 15 ' - 0 " D E x i s t i n g S e c o n d F l o o r 2 ' - 4 " A l i g n w i t h 1' - 0 " 8" 6" 1622 123637 9 8 38 2415 39 36 37 98815395 Th i r d F l o o r 30 ' - 0 " D 14 19 12 15 39 39 158 37 9 8 3845 2 1 / 1 6 " 1140 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 1 : 4 9 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A323Enlarged Wall SectionsDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4Keynote Legend 1 Parapet Cap Flashing 2 6" Precast Concrete Wall Panel 3 Treated Wood Nailer and Shim 4 Steel Decking - See Structural 5 Steel Beam - See Structural Drawings 6 Curtainwall Head Mullion 7 1" Tinted Insulating Glass 8 5/8" Gypsum Wallboard 96 " M e t a l S t u d 10 1" Airspace 11 Wood Blocking As Required 12 6" Channel Stud 13 Cant Strip 14 Adhered Thermoplastic Polyolefin (TPO)Roofing 15 3-5/8" Channel Stud 16 Suspended Acoustical Ceiling per Finish Schedule 17 Curtainwall Sill Mullion 18 24" x 24" x 2" Concrete Grid Paver with Adjustable Standoffs 19 1/4" Protection Board over 4"Polyisocyanurate Insulation 20 Curtainwall Intermediate Horizontal Mullion 21 Floor Tile 22 Concrete Slab - See Structural 23 Steel Column - See Strucutral Drawings 24 3-5/8" Metal Stud 25 1 1/2" x 3" Rectangular Guardrail with 3/4" x 1 1/2" Balasters Horizontal at 4" o.c. and 1 1/2" Tube Handrail 26 1 1/2" Tube Handrail - Wall Mounted 27 1 1/2" x 3" Rectangular Guardrail with 3/4" x 1 1/2" Balasters Horizontal at 4" o.c.28 Limestone Parapet Cap 29 2" Cultured Stone Veneer 30 Mortar 31 7/16" Exterior Sheathing 32 Exterior Decorative Metal Stair with 3" Wide Stringers 33 Gypsum Board and Metal Stud Column Wrap 34 Existing Concrete Foundation Wall 35 Existing Slab 36 Painted Ribbed Aluminum Wall Panels 37 1" ZIP Sheathing 38 1-5/8" Metal Stud 39 1-5/8" Channel Stud 40 4" Roof Edge 41 Sprayed-On Fireproofing - Thickness per Specifications and Manufacturer to maintain a 1 Hour Fire Rating 3/4" = 1'-0"1Enlarged Section - Pa rapet Perpendicular to Deck 3 / 4 " = 1 ' - 0 " 2 En l a r g e d S e c t i o n - P a r a p e t P a r a l l e l t o D e c k 3 / 4 " = 1 ' - 0 " 3 En l a r g e d S e c t i o n - P l a z a D e c k a n d S e c o n d F l o o r Pr e c a s t P a r a l l e l t o D e c k a t C h a s e 3/4" = 1'-0" 5 Enlarged Section - Plaza Deck and Second Floor Precast Perpendicular to Deck 3 / 4 " = 1 ' - 0 " 4 En l a r g e d S e c t i o n - P l a z a D e c k E d g e Pe r p e n d i c u l a r t o D e c k 3 / 4 " = 1 ' - 0 " 6 En l a r g e d S e c t i o n - C o n n e c t o r M e t a l P a n e l a t F i r s t Fl o o r 3 / 4 " = 1 ' - 0 " 7 En l a r g e d S e c t i o n - C on n e c t o r M e t a l P a n e l a t Se c o n d F l o o r 3 / 4 " = 1 ' - 0 " 8 En l a r g e d S e c t i o n - C on n e c t o r M e t a l P a n e l a t Ro o f No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 11 Lower Level -14' - 4"First Floor 0' - 0"Second Floor 15' - 0"Third Floor 30' - 0"Fourth Floor 43' - 6"Roof Plan 57' - 0" 2 A3 0 0 3 4 5 6 2 A3 3 0 3 A1 1 5 A4512Sim A3 5 0 1 02 1 A 02 1 B 34 9 34 8 347 21 5 A 205B A3501Sim 004205A Corridor 005 La b W o r k A r e a 02 3 Sh o w r o o m 11 2 Atrium 104Atrium204 At r i u m 20 4 Su p p l y C h a i n 35 0 Circulation 302Office 325 Conference Room 205 Sh e l l S p a c e 40 1 205B Lo w e r L e v e l -1 4 ' - 4 " Fi r s t F l o o r 0' - 0 " Se c o n d F l o o r 15 ' - 0 " Th i r d F l o o r 30 ' - 0 " Fo u r t h F l o o r 43 ' - 6 " Ro o f P l a n 57 ' - 0 " E F G 1 A3 0 1 1 A3 3 0 A1 1 5 3 A4 5 1 3 02 1 D 02 1 B 01 9 A EL E V EL E V EL E V EL E V 34 8 30 8 EL E V A5 0 3 5 A3 5 0 2 A5 0 3 5 Si m A5 0 3 5 Si m A5 0 3 5 Si m A5 0 3 3 A5 0 3 3 Si m Li f e C y c l e T e s t i n g 02 1 At r i u m 10 4 At r i u m 10 4 El e v a t o r EL E V 2 3D P r i n t i n g 01 9 El e v a t o r L o b b y 02 0 At r i u m 20 4 El e v a t o r L o b b y 30 1 Sh e l l S p a c e 40 1 Of f i c e 34 8 Su p p l y C h a i n 35 0 Sh e l l S p a c e 40 1 9 ' - 0 " M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 1 : 5 2 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A330Interior SectionsDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1/4" = 1'-0"1 Interior Section at Column E3-6 1 / 4 " = 1 ' - 0 " 2 In t e r i o r S e c t i o n a t C o l u m n E - G 4 No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 11 11 11 Lower Level -14' - 4"First Floor 0' - 0"Second Floor 15' - 0"Third Floor 30' - 0"Fourth Floor 43' - 6"Roof Plan 57' - 0"2 A300 4 5 1 A4 0 1 2 A330 ELEV ELEVELEVELEVELEVELEVELEVELEVELEVELEV A1 1 5 3 Si m A1153Sim A5031 A5031Sim A5031Sim A5031Sim A5 0 3 1 Si m A5 0 3 1 Si m A5031Sim A5 0 3 1 Si m 012 11 0 35 1 Elevator ELEV 1Elevator ELEV 2 Li f e C y c l e T e s t i n g 02 1 Corridor 005Atrium104 Sh o w r o o m 11 2 At r i u m 20 4 Atrium 204Circulation302 Su p p l y C h a i n 35 0 Sh e l l S p a c e 40 1 Shell Space 401 Lo w e r L e v e l -1 4 ' - 4 " Fi r s t F l o o r 0' - 0 " Se c o n d F l o o r 15 ' - 0 " Th i r d F l o o r 30 ' - 0 " Fo u r t h F l o o r 43 ' - 6 " Ro o f P l a n 57 ' - 0 " 6 7 3 A3 3 1 10 6 20 9 31 4 A5 0 3 2 A5 0 3 2 Si m A5 0 3 2 Si m A5 0 3 2 Si m A3 5 0 3 Me c h a n i c a l 01 2 St o r a g e R o o m 00 9 Ki t c h e n 10 5 Ho l d i n g 10 5 D Ja n . 10 6 At r i u m 10 4 At r i u m 20 4 Ja n . 20 9 Pl a z a D e c k 22 4 Ja n . 31 4 Ci r c u l a t i o n 30 2 Sh e l l S p a c e 40 1 Lo w e r L e v e l -1 4 ' - 4 " Fi r s t F l o o r 0' - 0 " Se c o n d F l o o r 15 ' - 0 " Th i r d F l o o r 30 ' - 0 " Fo u r t h F l o o r 43 ' - 6 " Ro o f P l a n 57 ' - 0 " 2 A3 3 1 10 5 B 10 7 21 0 20 8 B 31 3 10 5 D A3 5 0 3 Si m A5 0 3 4 A5 0 3 4 Si m A5 0 3 4 Si m A5 0 3 4 Si m Me c h a n i c a l 01 2 M. R . R . 01 0 Ki t c h e n 10 5 Ho l d i n g 10 5 D W. R . R . 10 7 W. R . R . 21 0 Ve s t i b u l e 20 8 Of f i c e 31 6 W. R . R . 31 3 Sh e l l S p a c e 40 1 Sh e l l S p a c e 40 1 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 3 : 4 1 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A331Interior SectionsDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1/4" = 1'-0"1 Interior Section at Column G3-6 1 / 4 " = 1 ' - 0 " 2 In t e r i o r S e c t i o n a t C o l u m n H 6 - 7 1 / 4 " = 1 ' - 0 " 3 In t e r i o r S e c t i o n a t C o l u m n H - I 7 No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 Fi r s t F l o o r 0' - 0 " D E F G H 1 A3 0 1 2 A3 1 3 Ki t c h e n Eq u i p m e n t Ex h a u s t Ho o d Ca f e 10 3 St a i r ST R 3 Ki t c h e n 10 5 A4 4 0 8 Si m First Floor 0' - 0"Second Floor 15' - 0"1 A300CD E F G H I J 2 A4 0 1 1 A3 0 1 1 A3 3 0 Matchline A4 4 1 4 Si m A4 4 1 6 Si m A3 5 0 5 215A 216A 21 5 B 21 4 S2 - 1 B 10 5 B 11 1 A 11 0 A3 5 0 5 Si m A3505Sim In t e r n a t i o n a l 11 0 At r i u m 10 4 Sh o w r o o m 11 2 Meeting Room 216 Me e t i n g R o o m 21 5 Me e t i n g R o o m 21 4 Me e t i n g R o o m 21 3 10 4 At r i u m Ca f e C a s e w o r k ( b e y o n d ) 104Atrium 5 A4 5 1 First Floor 0' - 0"Second Floor 15' - 0"B C A.4 1/2" M a t c h l i n e A4 4 1 5 Si m 218A 21 6 B Sh o w r o o m 11 2 Me e t i n g R o o m 21 6 Catering Staging 218 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 2 : 1 2 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A332Interior SectionsDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 4 " = 1 ' - 0 " 3 In t e r i o r S e c t i o n Th r o u g h C a f e 1 0 3 1/4" = 1'-0"1Partial Interior Sectio n Through Showroom and Meeting Rooms - West 1/4" = 1'-0"2Partial Interior Sectio n Through Showroom and Meeting Rooms - East See Detail 2 this sheet for continuation S e e D e t a i l 1 t h i s s h e e t f o r c o n t i n u a t i o n No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 11 Lower Level -14' - 4"6 7 8 9 10 12 1 A4 0 0 X2 X1 2 A3 0 1 S1 - 0 Corridor 005Corridor 002 Pe d e s t r i a n Co n n e c t o r 00 1 PT - 1 WP - 2 A WP - 2 B PT - 1 WP - 2 A WP - 2 B 3 ' - 0 " 7 ' - 0 " 3 ' - 0 " PT - 1 WP - 2 A WP - 2 B 3 ' - 0 " 4 ' - 8 " PT-1 033 S. S . C o r n e r g u a r d s - t y p i c a l a l l ou t s i d e c o r n e r s o f l o w e r l e v e l pe d e s t r i a n c o n n e c t o r 4 ' - 0 " Lower Level -14' - 4" 1 A3 0 0 B C D E F G H 1 A3 0 1 1 A3 3 0 A.4 01 1 01 0 00 8 00 6 030 00 4 Co r r i d o r 00 5 00 1 Pe d e s t r i a n C o n n e c t o r La b W o r k A r e a 02 3 T- 1 A A4 1 2 9 Si m 01 2 Lower Level -14' - 4" 1 A3 0 0 B C D E F G H 1 A3 0 1 1 A3 3 0 A. 4 02 9 A 02 9 A 02 6 A 02 1 C 019B 012019C La b W o r k A r e a 02 3 02 3 La b W o r k A r e a 02 0 El e v a t o r L o b b y Corridor 005 Lo w e r L e v e l -1 4 ' - 4 " 6 7 8 9 10 12 X2 X1 2 A3 0 1 Pe d e s t r i a n Co n n e c t o r 00 1 Co r r i d o r 00 2 Co r r i d o r 00 5 00 4 00 3 4 ' - 0 " PT - 1 PT - 1 PT - 1 PT-1 3 ' - 0 " WP - 2 B WP - 2 B ? WP - 2 B WP - 2 B 3 ' - 0 " WP - 2 B WP-2B 3' - 0"4' - 0" 3 ' - 0 " S. S . C o r n e r g u a r d s - t y p i c a l a l l ou t s i d e c o r n e r s o f l o w e r l e v e l pe d e s t r i a n c o n n e c t o r M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 4 : 0 3 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A340Interior ElevationsDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1/4" = 1'-0"1Interior Elevation - Pe destrian Connector 002 East 1/4" = 1'-0"3 Interior Elevation - Corridor 005 North 1/4" = 1'-0"4 Interior Elevation - Corridor 005 South 1/4" = 1'-0"2Interior Elevation - Pe destrian Connector 002 WestNo. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 Fi r s t F l o o r 0' - 0 " 6 7 8 9 3 A3 3 2 A4 4 0 7 Si m At r i u m 10 4 Ca f e 10 3 10 2 Co r r i d o r ST R 3 St a i r Fi r s t F l o o r 0' - 0 " 6 7 8 9 1 A3 1 2 3 A3 3 2 10 5 C Ki t c h e n Eq u i p m e n t Ki t c h e n Eq u i p m e n t Ex h a u s t Ho o d Ca f e 10 3 T- 4 1 2 ' - 0 " First Floor 0' - 0"D E F G 1 A3 0 1 2 A3 1 3 10 3 A 10 3 B 103CCorridor102 Ca f e 10 3 Fi r s t F l o o r 0' - 0 " E F G 1 A3 0 1 At r i u m 10 4 A4 5 1 2 Si m 5 A4 5 1 2' - 1 0 1 3 / 1 6 " 8' - 0 " 2' - 1 0 1 3 / 1 6 " 9 ' - 0 " P- l a m s h a d o w b o x w i t h s l a n t e d p o t t e d pl a n t s y s t e m b y E n g l e d o w n , 1 2 " d e e p , an d s l a n t e d m e t a l b a s e t o f l o o r First Floor 0' - 0"A.45 A311 Reception 114 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 2 : 1 3 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A341Interior ElevationsDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 4 " = 1 ' - 0 " 1 In t e r i o r E l e v a t i o n - C a f e 1 0 3 E a s t 1 / 4 " = 1 ' - 0 " 2 In t e r i o r E l e v a t i o n - C a f e 1 0 3 W e s t 1/4" = 1'-0"3 Interior Elevation - Cafe 103 North 1 / 4 " = 1 ' - 0 " 4 In t e r i o r E l e v a t i o n - E l e v a t or a n d F o u n t a i n P r o f i l e 1/4" = 1'-0"5 Interior Elevation - Reception 114 North No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 11 1 2 3 4 1 A332 110111A Sh o w r o o m 11 2 Atrium 104 1 A3 0 0 B C E F G H 1 A3 0 1 5 A3 1 0 A. 4 111A Sh o w r o o m 11 2 Vestibule 111 Fi r s t F l o o r 0' - 0 " 1 2 3 4 2 A3 3 2 Sh o w r o o m 11 2 At r i u m 10 4 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 2 : 4 1 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A342Interior ElevationsDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1/4" = 1'-0"1 Interior Elevation - Showroom 112 West 1/4" = 1'-0"2 Interior Elevation - Showroom 112 South 1 / 4 " = 1 ' - 0 " 3 In t e r i o r E l e v a t i o n - S h o w r o o m 1 1 2 E a s t No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 11 11 Se c o n d F l o o r 15 ' - 0 " 1 A3 0 0 D E F G H 1 A3 0 1 1 A3 3 0 1 A4 0 2 20 7 B 20 6 B 20 6 B 20 5 B 20 5 A 20 6 A 20 7 A At r i u m 20 4 St a i r ST R 3 20 2 Co r r i d o r 20 3 Second Floor 15' - 0" 1 A3 0 0 B C D E F G H 1 A3 0 1 1 A3 3 0 A. 4 21 8 A 21 6 B 21 7 21 6 A 21 5 A 21 5 B 21 4 Br e a k - o u t A r e a 21 9 At r i u m 20 4 Atrium 204MICHAELF.C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 4 : 3 5 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A343Interior ElevationsDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 4 " = 1 ' - 0 " 1 In t e r i o r E l e v a t i o n - A t r i u m 2 0 4 N o r t h 1/4" = 1'-0"2 Interior Elevation - Atrium 204 SouthNo. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 Second Floor 15' - 0"4 A5037 1 1 236"10"8 5/8"1' - 4"2' - 0 5/8"224 456 62' - 10"3' - 6"30 3132 3332First Floor 0' - 0" F 1 1 A5 0 3 4 Si m 1 Encapsulate beam with fire wall framing 6 7 75 8 9 10 10 1 3 5 .0 0 ° 10 78 In s t a l l f i r e s t o p p i n g a t j o i n t s , op e n i n g s , a n d p e n e t r a t i o n s as r e q u i r e d t o m a i n t a i n f i r e ra t i n g p e r l i f e s a f e t y s h e e t 12 31 31 Se c o n d F l o o r 15 ' - 0 " 7 3 A3 3 1 A3 2 3 3 Si m 11 A5 0 3 6 A5 0 3 6 Si m 5 In s t a l l f i r e s t o p p i n g a t j o i n t s , op e n i n g s , a n d p e n e t r a t i o n s as r e q u i r e d t o m a i n t a i n f i r e ra t i n g p e r l i f e s a f e t y s h e e t 2 213 2 2 310 7 8 8 7 10 12 12132 H 1 0 " 1 0 " 11 11 2 2 3 3 3 14 151 15 15 16 16 17 17 18Beyond Be y o n d 17 17 Beyond Be y o n d 32 Ro o f P l a n 57 ' - 0 " 7 3 A3 3 1 A3 2 3 2 Si m A1 1 5 5 A1 1 5 5 19121220 21 22 1 12 In s t a l l f i r e s t o p p i n g a t j o i n t s , op e n i n g s , a n d p e n e t r a t i o n s as r e q u i r e d t o m a i n t a i n f i r e ra t i n g p e r l i f e s a f e t y s h e e t 7 7 8 8 10 103232 Fi r s t F l o o r 0' - 0 " 8 1 7 / 8 " 1 ' - 2 " 1 ' - 4 " 2 ' - 6 " 1' - 6 " 8" 22244 1 3 5 . 0 0 ° 32315 2425262728 29 13 31 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 2 : 4 2 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A350Enlarged Interior Sections and ElevationsDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 3/4" = 1'-0"1 Enlarged Interior Sect ion - Atrium Handrail 3 / 4 " = 1 ' - 0 " 2 En l a r g e d I n t e r i o r S e c t i o n - B o t t o m o f M e c h a n i c a l Ch a s e B e t w e e n E l e v a t o r s a n d F o u n t a i n 3 / 4 " = 1 ' - 0 " 3 En l a r g e d I n t e r i o r S e c t i o n - E x h a u s t H o o d S h a f t an d H o l d i n g R o o m 1 0 5 D Keynote Legend 1 Steel Beam - See Structural Drawings 2 5/8" Gypsum Wallboard 33 - 5 / 8 " M e t a l S t u d 41 - 5 / 8 " M e t a l S t u d 5 Concrete Slab - See Structural 6 Gypsum Board and Metal Stud Column Wrap 7 1" Gypsum Wallboard 8 2-1/2" CH Metal Stud 9 6" CH Metal Stud 10 2 Layers 1/2" Type "X" Gypsum Board 11 Suspended Acoustical Ceiling per Finish Schedule 12 Ductwork - See Mechanical 13 6" Metal Stud 14 Folding Pane l Partition 15 Operable Panel Support Per Manufacturer 16 Operable Panel Track Per Manufacturer 17 Gypsum Board and Metal Stud Wall 18 Gypsum Board Bulkhead - See Ceiling Plan 19 Ductwork installer to fabricate sheet metal cover for top of chase and to support insulation - follow current SMACNA standards for weather tight installation 20 Batt Insulation 21 Adhered Thermoplastic Polyolefin (TPO) Roofing 22 Steel Decking - See Structural 23 1/2" Airspace 24 12" Concrete Foundation Wall - See Structural 25 Curtainwall Sill Mullion 26 Curtainwall Intermediate Horizontal Mullion 27 Painted Aluminum Curtainwall Panels 28 1" Tinted Insulating Glass 29 Curtainwall Interior Sill Trim 30 Aluminum Clad Bottom Shoe Supportted Glass Railing with 1 1/2" Tube Handrail Attached to Glass or Hidden supports Between Glass Panels 31 Intumescent Fireproofing - Apply to Maintain a 1 Ho ur Fire Rating in locations where structure will be visible 32 Sprayed-On Fireproofing - Thickness per Specifications and Manufacturer to maintain a 1 Hour Fire Rating 33 Steel Column - See Strucutral Drawings No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 3 / 4 " = 1 ' - 0 " 5 En l a r g e d I n t e r i o r S e c t i o n - O p e r a b l e P a r t i t i o n 3 / 4 " = 1 ' - 0 " 4 En l a r g e d I n t e r i o r S e c t i o n - E x h a u s t H o o d S h a f t a t Ro o f 3 / 4 " = 1 ' - 0 " 6 En l a r g e d S e c t i o n - F i r s t F l o o r N o r t h W a l l S l o p e d at M e c h a n i c a l 11 J J UP J UP J UP PC Lo w e r L e v e l -1 4 ' - 4 " Fi r s t F l o o r 0' - 0 " Se c o n d F l o o r 15 ' - 0 " Th i r d F l o o r 30 ' - 0 " Fo u r t h F l o o r 43 ' - 6 " Ro o f P l a n 57 ' - 0 " 7 8 1 A4 0 0 Un d e r s t a i r ac c e s s g u a r d r a i l 6 ' - 1 0 9 / 1 6 " 7 ' - 5 7 / 1 6 " 7 ' - 6 " 7 ' - 6 " 7 ' - 6 " 7 ' - 6 " 7 ' - 3 3 / 4 " 6 ' - 2 1 / 4 " 7 ' - 4 3 / 8 " 6 ' - 1 5 / 8 " 8 " A5 0 2 2 Tu b e g a t e A5 0 2 6 Si m 3 ' - 0 " 3 ' - 0 " 3 ' - 6 " C 7 8 1 A4 0 0 2 A4 0 0 10 ' - 0 1 / 2 " 0' - 9 1 / 2 " 1' - 6 " 1 ' - 6 " 0 ' - 7 3 / 8 " 1' - 3 3 / 4 " 2 3 ' - 5 " 0 ' - 7 3 / 8 " 10 C 10 C 6B 7B 10 C 4 ' - 2 " 1 1 ' - 0 " 2" 4' - 0 " 2" 8 5 / 8 " V I F 2" 4' - 0 " 2" Tu b e Ga t e 3' - 0 " M i n 7B E Q E Q C 7 8 1 A4 0 0 2 A4 0 0 1 ' - 0 " 2 3 ' - 1 1 " 0' - 1 0 " 9' - 6 1 / 8 " 0' - 5 7 / 8 " 2' - 6 1 3 / 1 6 " 6' - 5 3 / 1 6 " 2' - 6 " 2 3 ' - 5 " 0 ' - 7 3 / 8 " 10 C 10 C 6B 10 C 10 C 6B S1 - 0 2" 4' - 0 " 2" 5' - 0 5 / 8 " 2 " 4 ' - 0 " 1 1 ' - 0 " 2 " 3 ' - 1 1 " 1 0 ' - 2 " Un d e r s t a i r ac c e s s gu a r d r a i l C 7 8 1 A4 0 0 2 A4 0 0 2 3 ' - 5 " 0 ' - 7 3 / 8 " 0' - 1 0 " 9' - 2 1 / 2 " 0' - 9 1 / 2 " 1' - 6 " 2' - 6 1 / 4 " 7' - 5 3 / 4 " 1' - 3 3 / 4 " 2 3 ' - 5 " 10 C 10 C 10 C 6B S 1 - 2 2" 4' - 0 " 2" 8 5 / 8 " V I F 2" 4' - 0 " 2" 2 " 4 ' - 0 " 1 1 ' - 0 " C 7 8 1 A4 0 0 2 A4 0 0 11 3 / 8 " 9' - 2 1 / 2 " 9 1 / 2 " 1' - 1 " 2 3 ' - 4 3 / 8 " 5' - 0 5 / 8 " 2" 4' - 0 " 2" 2 " 4 ' - 0 " 1 0 ' - 1 " L a n d i n g E x t e n s i o n 1 1 3 / 1 6 " V I F 8 5 / 8 " V I F 3 A5 0 2 Lower Level -14' - 4"First Floor 0' - 0"Second Floor 15' - 0"Third Floor 30' - 0"Fourth Floor 43' - 6"Roof Plan 57' - 0" C 2 A400 S1 - 0 S1 - 2 S1 - 3 S1 - 4 8"6' - 1 5/8"7' - 4 3/8"6' - 2 1/4"7' - 3 3/4"7' - 6"7' - 6"7' - 6"7' - 6"7' - 5 7/16"6' - 10 9/16"R @ 0' - 6 7/8"25R @ 0' - 6 15/16"26R @ 0' - 6 3/4"24R @ 0' - 6 13/16"25 R @ 0' - 6 15/16"26 A5 0 2 4 A5 0 2 1 S1-1A S1 - 1 S1 - 5 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 2 : 4 4 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A400Enlarged Stair Plans and SectionsDelta Faucet Headquarters ExpansionJELLT11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 4 " = 1 ' - 0 " 2 St a i r 1 - T r a n s v e r s e S e c t i o n 1 / 4 " = 1 ' - 0 " 3 St a i r 1 - F i r s t F l o o r E n l a r g e d P l a n 1 / 4 " = 1 ' - 0 " 4 St a i r 1 - L o w e r L e v e l E n l a r g e d P l a n 1 / 4 " = 1 ' - 0 " 5 St a i r 1 - S e c o n d / T h i r d / F o u r t h F l o o r E n l a r g e d P l a n Fi e l d c u t a n d i n s t a l l 2 x w o o d sl e e p e r s o n s l o p e d r o o f d e c k a t 1 6 " o. c . a n d c o v e r w i t h 3 / 4 " T & G t r e a t e d pl y w o o d f o r i n t e r i o r r o o f l a n d i n g 1 / 4 " = 1 ' - 0 " 6 St a i r 1 - R o o f E n l a r g e d P l a n Fi e l d c u t a n d i n s t a l l 2 x w o o d sl e e p e r s o n s l o p e d r o o f d e c k a t 16 " o . c . a n d c o v e r w i t h 3 / 4 " T & G tr e a t e d p l y w o o d f o r i n t e r i o r r o o f la n d i n g No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 1 / 4 " = 1 ' - 0 " 1 St a i r 1 - C r o s s S e c t i o n 11 J J UP UP J UP J UP Lo w e r L e v e l -1 4 ' - 4 " Fi r s t F l o o r 0' - 0 " Se c o n d F l o o r 15 ' - 0 " Th i r d F l o o r 30 ' - 0 " Fo u r t h F l o o r 43 ' - 6 " Ro o f P l a n 57 ' - 0 " H I J 2 A401H.8 6 ' - 2 1 / 4 " 7 ' - 3 3 / 4 " 7 ' - 6 " 7 ' - 6 " 7 ' - 6 " 7 ' - 6 " 4 ' - 6 " 9 ' - 1 0 " R @ 0' - 6 9/16"18R @ 0' - 6 3/4"8R @ 0' - 6 15/16"26R @ 0' - 6 3/4"24 R @ 0' - 6 15/16"26 S2-2 S2 - 1 A S2-3 S2-0S2-4 Lo w e r L e v e l -1 4 ' - 4 " Fi r s t F l o o r 0' - 0 " Se c o n d F l o o r 15 ' - 0 " Th i r d F l o o r 30 ' - 0 " Fo u r t h F l o o r 43 ' - 6 " Ro o f P l a n 57 ' - 0 " 2 A3 0 0 4 1 A4 0 1 4. 3 9 ' - 1 0 " 4 ' - 6 " 7 ' - 4 " 7 ' - 8 " 7 ' - 4 " 7 ' - 8 " 7 ' - 1 3 / 4 " 6 ' - 4 1 / 4 " S2 - 2 S2 - 3 S2 - 4 Un d e r s t a i r ac c e s s gu a r d r a i l Tu b e g a t e 2 A3 0 0 IJ 4 2 A4 0 1 1 A4 0 1 4. 3 H. 8 10 C 10 C 9A 10 C 1C S2 - 1 B 2" 5' - 6 " 2" 7 1 / 2 " V I F 2" 5' - 6 " 2" 6 " 2 " 6 ' - 0 " 1 1 ' - 0 " 6 " 2 " 6 ' - 0 " 6 ' - 5 " 5' - 8 1 / 8 " 6' - 9 7 / 8 " 1' - 1 " 12 ' - 6 " 8 ' - 0 " 1 6 ' - 0 3 / 8 " Tu b e Ga t e 4' - 0 " M i n 2 A3 0 0 HIJ 4 2 A4 0 1 1 A4 0 1 4. 3 4. 3 H. 8 S2 - 0 10 C 10 C 10 C 1 5 ' - 7 " 6 ' - 5 3 / 4 " 6' - 5 1 / 2 " 2" 5' - 6 " 2" 1' - 1 " 12 ' - 6 " 5' - 8 1 / 8 " 6' - 9 7 / 8 " 8 ' - 0 " 5 ' - 6 " 1 5 ' - 1 0 " 1 ' - 1 " Un d e r s t a i r ac c e s s g u a r d r a i l A5 3 0 9 2 A3 0 0 IJ 4 2 A4 0 1 1 A4 0 1 4. 3 H. 8 1C 10 C 10 C 10 C S2 - 2 A4 1 4 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 2 : 4 6 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A401Enlarged Stair Plans and SectionsDelta Faucet Headquarters ExpansionJELLT11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1/4" = 1'-0"1 Stair 2 - Cross Section 1 / 4 " = 1 ' - 0 " 2 St a i r 2 - T r a n s v e r s e S e c t i o n 1 / 4 " = 1 ' - 0 " 3 St a i r 2 - F i r s t F l o o r E n l a r g e d P l a n 1 / 4 " = 1 ' - 0 " 4 St a i r 2 - L o w e r L e v e l E n l a r g e d P l a n 1 / 4 " = 1 ' - 0 " 5 St a i r 2 - S e c o n d / T h i r d / F o u r t h F l o o r E n l a r g e d P l a n No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 11 UP C H D C H UP J J First Floor 0' - 0"Second Floor 15' - 0" 6 7 8 3 A332 7 ' - 6 " 7 ' - 6 " 11 ' - 0 " 4' - 6"11' - 0"7" M i n . C l e a r 6 ' - 8 " 11 " 1' - 0"R @ 0' - 6 15/16"262' - 10"3' - 6" 8" 8" D 6 7 8 1 A4 0 2 4 1 / 4 " 5 ' - 6 " 4 1 / 4 " 3 A3327A 7B 7B 7A 7B 7B 11 ' - 0 " 4' - 6"11' - 0" 8 9 1 A3 1 2 4 A4 0 2 3 " 5 ' - 0 " 3 " 3" 5' - 0 " 11 ' - 0 " 5' - 0 " 11 ' - 0 " Al i g n f a c e o f s t r i n g e r w i t h fa c e o f s t o n e v e n e e r 32 ' - 3 " Fi r s t F l o o r 0' - 0 " Se c o n d F l o o r 15 ' - 0 " Th i r d F l o o r 30 ' - 0 " 7 8 9 1 A3 1 2 R @ 0' - 6 1 5 / 1 6 " 26 A4 0 2 5 3" 5' - 0 " 11 ' - 0 " 5' - 0 " 11 ' - 0 " 32 ' - 3 " 7 ' - 6 " 7 ' - 6 " 11 " Se c o n d F l o o r 15 ' - 0 " In s t a l l f l a s h i n g b e h i n d s t a i r l a n d i n g s u p p o r t a n d s e a l ar o u n d a n c h o r a g e w i t h s e a l a n t p r i o r t o s t a i r i n s t a l l a t i o n Pr e c a s t p a n e l m a n u f a c t u r e r t o p r o v i d e w e l d / b o l t p l a t e fo r s u p p o r t o f s t a i r l a n d i n g In s t a l l f l a s h i n g o v e r e d g e o f s t a i r l a n d i n g a n d s e a l ar o u n d e n t i r e p e r i m e t e r o f c u r t a i n w a l l St a i r m a n u f a c t u r e r t o a d j u s t h e i g h t o f p e r i m e t e r s u p p o r t me m b e r s a s r e q u i r e d t o a v o i d c o n f l i c t w i t h p r e c a s t p a n e l ac c e n t d e t a i l ( b e y o n d ) l o c a t e d 2 " a b o v e f i n i s h f l o o r 2 " C17A402 8 A40213' - 0 "3' - 8 "C l e a r3' - 4 1/2 " Fi r s t F l o o r 0' - 0 " 3 ' - 0 " 1 ' - 1 " 3' - 0" 13 ' - 0 " Fi r s t F l o o r 0' - 0 " 6 1 / 2 " 6 1 / 2 " 1 ' - 1 " 11 " M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 4 : 5 3 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A402Enlarged Stair Plans and SectionsDelta Faucet Headquarters ExpansionJELLT11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1/4" = 1'-0"1 Stair 3 - Cross Section 1/4" = 1'-0"3 Stair 3 - Enlarged Plan 1 / 4 " = 1 ' - 0 " 2 St a i r 4 - C o u r t y a r d E n l a r g e d P l a n 1 / 4 " = 1 ' - 0 " 4 St a i r a t P l a z a D e c k - C r o s s S e c t i o n 3 " = 1 ' - 0 " 5 Ex t e r i o r S t a i r a t P r e c a s t a n d C u r t a i n W a l l Fl a s h i n g D e t a i l 1/4" = 1'-0"6 Showroom Ramp -E nlarged Floor Plan 1 / 4 " = 1 ' - 0 " 7 Sh o w r o o m R a m p S e c t i o n 1 / 4 " = 1 ' - 0 " 8 Ra i s e d F l o o r S t a i r S e c t i o n No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 UP C H D C H UP First Floor 0' - 0"Second Floor 15' - 0" 6 7 8 7 ' - 6 " 7 ' - 6 " 11 ' - 0 " 4' - 6"11' - 0" M i n . C l e a r 6 ' - 8 " R @ 0' - 6 15/16"262' - 10" 8" 8" 3' - 6"2' - 10" 11 " 1' - 0" 6" A3 5 0 1SimD 6 7 8 1 A4 0 2 4 1 / 4 " 5 ' - 6 " 4 1 / 4 " 7A 7B 7B 7A 7B 7B 11 " 11 ' - 0 " 4' - 6"11' - 0" 8 9 1 A3 1 2 4 A4 0 2 3 " 5 ' - 0 " 3 " 3" 5' - 0 " 11 ' - 0 " 5' - 0 " 11 ' - 0 " Al i g n f a c e o f s t r i n g e r w i t h fa c e o f s t o n e v e n e e r 32 ' - 3 " Fi r s t F l o o r 0' - 0 " Se c o n d F l o o r 15 ' - 0 " Th i r d F l o o r 30 ' - 0 " 7 8 9 1 A3 1 2 R @ 0' - 6 1 5 / 1 6 " 26 A4 0 2 5 3" 5' - 0 " 11 ' - 0 " 5' - 0 " 11 ' - 0 " 32 ' - 3 " 7 ' - 6 " 7 ' - 6 " 11 " Se c o n d F l o o r 15 ' - 0 " In s t a l l f l a s h i n g b e h i n d s t a i r l a n d i n g s u p p o r t a n d s e a l ar o u n d a n c h o r a g e w i t h s e a l a n t p r i o r t o s t a i r i n s t a l l a t i o n Pr e c a s t p a n e l m a n u f a c t u r e r t o p r o v i d e w e l d / b o l t p l a t e fo r s u p p o r t o f s t a i r l a n d i n g In s t a l l f l a s h i n g o v e r e d g e o f s t a i r l a n d i n g a n d s e a l ar o u n d e n t i r e p e r i m e t e r o f c u r t a i n w a l l St a i r m a n u f a c t u r e r t o a d j u s t h e i g h t o f p e r i m e t e r s u p p o r t me m b e r s a s r e q u i r e d t o a v o i d c o n f l i c t w i t h p r e c a s t p a n e l ac c e n t d e t a i l ( b e y o n d ) l o c a t e d 2 " a b o v e f i n i s h f l o o r 2 " M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 2 : 4 7 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A402Enlarged Stair Plans and SectionsDelta Faucet Headquarters ExpansionJELLT11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1/4" = 1'-0"1 Stair 3 - Cross Section 1/4" = 1'-0"3 Stair 3 - Enlarged Plan 1 / 4 " = 1 ' - 0 " 2 St a i r 4 - C o u r t y a r d E n l a r g e d P l a n 1 / 4 " = 1 ' - 0 " 4 St a i r a t P l a z a D e c k - C r o s s S e c t i o n 3 " = 1 ' - 0 " 5 Ex t e r i o r S t a i r a t P r ec a s t a n d C u r t a i n W a l l Fl a s h i n g D e t a i l 1/4" = 1'-0"6 Showroom Ramp -E nlarged Floor Plan 1 / 4 " = 1 ' - 0 " 7 Sh o w r o o m R a m p S e c t i o n 1 / 4 " = 1 ' - 0 " 8 Ra i s e d F l o o r S t a i r S e c t i o n No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2Not Used No t U s e d No t U s e d H7 2' - 0"3' - 11"5' - 4"0' - 7"5' - 1"0' - 8"0' - 8"3' - 9"5B 5B5B5B11B010M.R.R.010 A41084' - 3"2' - 10"EQ EQ 2' - 8"Clear 5' - 4"2' - 8"Clear5' - 0"0' - 8"1165421383' - 0"2' - 0"9 71097 G 6 7 2' - 0"3' - 11"5' - 4"2' - 4"7' - 7"1' - 3" 5B 5C 5E5B5B5B008A4103W.R.R.008 3' - 0"3' - 6"Clear 4' - 8"Clear5' - 0"3' - 0"3' - 4"1' - 6"4' - 10"34651610101185' - 0"6' - 0"45 6 9 7 A4 1 2 9 Lo w e r L e v e l -1 4 ' - 4 " 7 7 Cl e a r 5' - 0 " 3' - 0 " 3' - 0 " 3' - 6 " 1' - 6 " 3' - 4 " 4' - 1 0 " 3 5 1 4 6 6 10 10 8 9 6 ' - 0 " 7 3' - 4 " WT - 3 WT - 1 Me t a l S c h l u t e r T r a n s i t i o n Lo w e r L e v e l -1 4 ' - 4 " 7 7 2' - 8 " Cl e a r 5' - 0 " 2' - 1 0 " EQ EQ 2' - 8 " 4' - 3 " 5 3 4 6 1 2 8 9 3 ' - 6 " 6 ' - 0 " 3 A3 3 1 7 WT - 3 WT - 1 WT - 1 Me t a l S c h l u t e r T r a n s i t i o n Lo w e r L e v e l -1 4 ' - 4 " G G 8 00 8 5' - 0 " WT - 1 Lo w e r L e v e l -1 4 ' - 4 " G G 6 ' - 0 " 9 " 3 1 5' - 0 " 5' - 0 " WT - 1 Lo w e r L e v e l -1 4 ' - 4 " 7 7 11 00 8 5 ' - 0 " 6' - 0 " PT - 1 WB - 6 Lo w e r L e v e l -1 4 ' - 4 " H H 5 ' - 0 " 11 8 01 0 2' - 0 " 3' - 0 " WT - 1 Lo w e r L e v e l -1 4 ' - 4 " 7 7 01 0 1 6 ' - 0 " WB - 6 PT - 1 Lo w e r L e v e l -1 4 ' - 4 " H H WT - 1 WT - 1 WT - 1 Me t a l S c h l u t e r T r a n s i t i o n s to W r a p C o r n e r s M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 4 : 5 8 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A410Enlarged Restroom Plans and ElevationsDelta Faucet Headquarters ExpansionJELJMG11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1/2" = 1'-0"2 Lower Level Mens Restroom 1/2" = 1'-0"1 Lower Level Womens Restroom 1 / 2 " = 1 ' - 0 " 3 Re s t r o o m E l e v a t i o n - R o o m 0 0 8 E a s t 1 / 2 " = 1 ' - 0 " 8 Re s t r o o m E l e v a t i o n - R o o m 0 1 0 W e s t Specialty Equipment Schedule Keynot e Description Comments 1 72" Tall Restroom Partitions, Floor-Mounted with Overhead BraceContinuous brackets 1A 58" Tall Restroom Partitions, Floor-Mounted with Overhead BraceContinuous brackets 2 Restroom Partitions, Urinal Screen 3 36" Grab Bar Mount per ADA requirements 4 48" Grab Bar Mount per ADA requirements 5 18" Grab Bar Mount per ADA requirements 6 Double-Roll Toilet Tissue Dispenser Mount per ADA requirements 7 Welded Frame Mirror - 24"x48"8 Recessed Automatic Roll Towel and Waste Unit 9 Vanity Mounted Soap Dispenser Mount based on 8" faucet spread 10 Surface Mounted Sanitary Napkin Disposal 11 Welded Frame Mirror - 24"x60" 1 / 2 " = 1 ' - 0 " 4 Re s t r o o m E l e v a t i o n - R o o m 0 0 8 S o u t h 1 / 2 " = 1 ' - 0 " 6 Re s t r o o m E l e v a t i o n - R o o m 0 0 8 N o r t h 1 / 2 " = 1 ' - 0 " 5 Re s t r o o m E l e v a t i o n - R o o m 0 0 8 W e s t 1 / 2 " = 1 ' - 0 " 9 Re s t r o o m E l e v a t i o n - R o o m 0 1 0 S o u t h 1 / 2 " = 1 ' - 0 " 7 Re s t r o o m E l e v a t i o n - R o o m 0 1 0 E a s t 1 / 2 " = 1 ' - 0 " 10 Re s t r o o m E l e v a t i o n - R o o m 0 1 0 N o r t h No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 OS OS IJ 5 6 7 4 A402 1' - 3 " 5' - 2 " 6' - 8 " 0' - 1 1 " 3' - 9 " 11' - 2"1' - 0"1' - 6" 5' - 2 " 0' - 8 " 10 ' - 8 " 2' - 7"8' - 7"1' - 0"1' - 6"0' - 9"7' - 3"9' - 5" H. 8 7B 5H1C 6B 5A 5A 6B 6B 5A 5A 5A 5A6B 10 C 7B 1C 1C 10 8 107 2 A312 M. R . R . 10 8 At r i u m 10 4 W.R.R.107A4112 A4 1 1 4 5 3 3 ' - 0 " 3 ' - 0 " 1 ' - 6 " 1 ' - 6 " 2 ' - 6 " 2 ' - 6 " 1 ' - 6 " 5H1' - 6"2' - 6"2' - 6"1' - 6"3' - 6"3' - 0"8' - 0"Clear4' - 8"Clear 5' - 0"3' - 0" Cl e a r 4' - 8 " Clear 5' - 0"EQ EQ 63465 11 34 6 5 66 11 11 8 81010 10 10 10 EQ EQ 2' - 0"2' - 6"4' - 7"7 6 9 8 1 ' - 6 " 3 ' - 6 " 3 ' - 0 " 3 ' - 0 " Cl e a r 4' - 8 " C l e a r 5 ' - 0 " 3 ' - 0 " 64 6 5 1 9 99 9993A331 A4 1 2 8 7 7 7 7 7 7 8 ' - 0 " 2 ' - 0 " Fi r s t F l o o r 0' - 0 " I I Cl e a r 5' - 0 " 3' - 0 " 3' - 6 " 3' - 0 " 1' - 6 " 2' - 6 " 2' - 6 " 1' - 6 " 8' - 0 " 1 6 645 3 8 3 ' - 0 " 6 ' - 0 " 9 9 9 10 10 7 7 7 WT - 3 WT - 1 Me t a l S c h l u t e r T r a n s i t i o n Fi r s t F l o o r 0' - 0 " I I 3' - 0 " 3' - 0 " 1' - 6 " EQ EQ Cl e a r 5' - 0 " 5 4 6 3 6 6 1 6 ' - 0 " WT - 1 Fi r s t F l o o r 0' - 0 " I I Cl e a r 5' - 0 " 3' - 0 " 3' - 0 " 3 5 4 6 6 1 6 ' - 0 " 3' - 6 " 3' - 0 " 3' - 0 " WT - 1 Fi r s t F l o o r 0' - 0 " I I 1' - 6 " 2' - 6 " 2' - 6 " 1' - 6 " 2' - 0 " 8' - 0 " 8 9 9 9 11 5 ' - 0 " 7 7 7 WT - 3 WT - 1 Me t a l S c h l u t e r T r a n s i t i o n First Floor 0' - 0"6 6 2' - 6"2' - 0"2' - 2"5' - 0"1071181 9"6' - 0"3 A331 7WT-1 WT-1Metal Schluter Transition to Wrap Corner Fi r s t F l o o r 0' - 0 " 6 6 6 ' - 0 " 9 " 5' - 0 " 5' - 0 " 6 ' - 0 " 9 " 10 6 1 1 WT - 1 Fi r s t F l o o r 0' - 0 " 5 5 EQ EQ 8 10 8 11 5 ' - 0 " WT - 1 WT - 1 Me t a l S c h l u t e r T r a n s i t i o n t o W r a p C o r n e r Fi r s t F l o o r 0' - 0 " 5 5 6 ' - 0 " 9 " 5' - 0 " 1 WT - 1 ? M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 5 : 0 4 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A411Enlarged Restroom Plans and ElevationsDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1/2" = 1'-0"1 First Floor West Restrooms 1 / 2 " = 1 ' - 0 " 2 Re s t r o o m E l e v a t i o n - R o o m 1 0 7 N o r t h 1 / 2 " = 1 ' - 0 " 3 Re s t r o o m E l e v a t i o n - R o o m 1 0 7 S o u t h 1 / 2 " = 1 ' - 0 " 5 Re s t r o o m E l e v a t i o n - R o o m 1 0 8 N o r t h 1 / 2 " = 1 ' - 0 " 4 Re s t r o o m E l e v a t i o n - R o o m 1 0 8 S o u t h Sp e c i a l t y E q u i p m e n t S c h e d u l e Ke y n o t e De s c r i p t i o n C o m m e n t s 1 7 2 " T a l l R e s t r o o m P a r t i t i o n s , F l o o r - M o u n t e d w i t h Ov e r h e a d B r a c e Co n t i n u o u s b r a c k e t s 1A 5 8 " T a l l R e s t r o o m P a r t i t i o n s , F l o o r - M o u n t e d w i t h Ov e r h e a d B r a c e Co n t i n u o u s b r a c k e t s 2 R e s t r o o m P a r t i t i o n s , U r i n a l S c r e e n 3 3 6 " G r a b B a r M o u n t p e r A D A r e q u i r e m e n t s 4 4 8 " G r a b B a r M o u n t p e r A D A r e q u i r e m e n t s 5 1 8 " G r a b B a r M o u n t p e r A D A r e q u i r e m e n t s 6 D o u b l e - R o l l T o i l e t T i s s u e D i s p e n s e r M o u n t p e r A D A r e q u i r e m e n t s 7 W e l d e d F r a m e M i r r o r - 2 4 " x 4 8 " 8 R e c e s s e d A u t o m a t i c R o l l T o w e l a n d W a s t e U n i t 9 V a n i t y M o u n t e d S o a p D i s p e n s e r M o u n t b a s e d o n 8 " f a u c e t s p r e a d 10 S u r f a c e M o u n t e d S a n i t a r y N a p k i n D i s p o s a l 11 W e l d e d F r a m e M i r r o r - 2 4 " x 6 0 " 1/2" = 1'-0"6 Restroom Elevatio n - Room 107 East 1 / 2 " = 1 ' - 0 " 7 Re s t r o o m E l e v a t i o n - R o o m 1 0 7 W e s t 1 / 2 " = 1 ' - 0 " 8 Re s t r o o m E l e v a t i o n - R o o m 1 0 8 E a s t 1 / 2 " = 1 ' - 0 " 9 Re s t r o o m E l e v a t i o n - R o o m 1 0 8 W e s t No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 B671' - 5"1' - 0"3' - 0"6' - 5"0' - 11"0' - 10" 0 ' - 8 " 2 ' - 0 " 2 ' - 9 " 3 ' - 4 " 5 ' - 9 1 / 2 " 1' - 2"6' - 11 1/4"5A 5H 10C 6B5H 7B 7B 6A6A5A6A6A117116A4122W.R.R.117 M.R.R.116Atrium104Clear5' - 0"Clear4' - 8"1' - 6"Clear 5' - 0"Clear4' - 8"1' - 6"EQ EQ2' - 6"EQ EQ2' - 6"4 6 534653885' - 6"1' - 6"37 6 A4125 49977 Fi r s t F l o o r 0' - 0 " B B 1' - 6 " EQ EQ 1' - 6 " 2' - 6 " EQ EQ 2' - 6 " 645 3 5 3 4 6 9 9 WT - 1 WT - 3 WT - 1 WT - 3 7 7 Me t a l S c h l u t e r T r a n s i t i o n Fi r s t F l o o r 0' - 0 " B B 8 11 7 8 11 6 WT - 1 WT - 1 WT - 1 Me t a l S c h l u t e r T r a n s i t i o n t o W r a p C o r n e r Fi r s t F l o o r 0' - 0 " 5 4 6 3 WT - 1 Fi r s t F l o o r 0' - 0 " 3 ' - 0 " 1' - 6 " 8 7 WT - 1 Fi r s t F l o o r 0' - 0 " 6 6 11 7 5 4 6 3 WT - 1 WT - 1 Me t a l S c h l u t e r T r a n s i t i o n t o W r a p C o r n e r Fi r s t F l o o r 0' - 0 " 6 6 5' - 6 " WT - 1 7 8 Fi r s t F l o o r 0' - 0 " 6 T- 1 A EQ EQ Se c o n d F l o o r 15 ' - 0 " 6 6 T- 1 A EQ EQ Lo w e r L e v e l -1 4 ' - 4 " 3' - 0 " 3' - 0 " T- 1 A M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 5 : 0 9 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A412Enlarged Restroom Plans and ElevationsDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1/2" = 1'-0"1 First Floor Reception Restrooms 1 / 2 " = 1 ' - 0 " 2 Re s t r o o m E l e v a t i o n - R o o m 1 1 6 & 1 1 7 N o r t h 1 / 2 " = 1 ' - 0 " 3 Re s t r o o m E l e v a t i o n - R o o m 1 1 6 & 1 1 7 S o u t h 1 / 2 " = 1 ' - 0 " 4 Re s t r o o m E l e v a t i o n - R o o m 1 1 6 E a s t 1 / 2 " = 1 ' - 0 " 5 Re s t r o o m E l e v a t i o n - R o o m 1 1 6 W e s t 1 / 2 " = 1 ' - 0 " 6 Re s t r o o m E l e v a t i o n - R o o m 1 1 7 E a s t 1 / 2 " = 1 ' - 0 " 7 Re s t r o o m E l e v a t i o n - R o o m 1 1 7 W e s t Specialty Equipment Schedule Keynot e Description Comments 1 72" Tall Restroom Partitions, Floor-Mounted with Overhead BraceContinuous brackets 1A 58" Tall Restroom Partitions, Floor-Mounted with Overhead BraceContinuous brackets 2 Restroom Partitions, Urinal Screen 3 36" Grab Bar Mount per ADA requirements 4 48" Grab Bar Mount per ADA requirements 5 18" Grab Bar Mount per ADA requirements 6 Double-Roll Toilet Tissue Dispenser Mount per ADA requirements 7 Welded Frame Mirror - 24"x48"8 Recessed Automatic Roll Towel and Waste Unit 9 Vanity Mounted Soap Dispenser Mount based on 8" faucet spread 10 Surface Mounted Sanitary Napkin Disposal 11 Welded Frame Mirror - 24"x60" 1 / 2 " = 1 ' - 0 " 8 Re s t r o o m E l e v a t i o n - Dr i n k i n g F o u n t a i n s A 1 / 2 " = 1 ' - 0 " 10 Re s t r o o m E l e v a t i o n - Dr i n k i n g F o u n t a i n s C 1 / 2 " = 1 ' - 0 " 9 Re s t r o o m E l e v a t i o n - Dr i n k i n g F o u n t a i n s B No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 B672235A5A10C5A5H5AA41389M.R.R.2231' - 6"1' - 6"2' - 6"2' - 6"1' - 6"2' - 6"1' - 6"8' - 0"4' - 0"0' - 10"2' - 1"8' - 4 9/16"2' - 2 13/16"0' - 10 5/8"8' - 0"6' - 4 1/4"0' - 2 1/4"1181075AClear5' - 0"Clear4' - 8"3 4 6 5 19991' - 6"A412 10777 7 8 A.45A 5A 5A 5A 22 1 5 A311W.R.R.221 At r i u m 20 4 A413 34 3' - 6"1' - 6"2' - 6"2' - 6"2' - 6"1' - 6"5A Clear 4' - 8"Clear5' - 0"3' - 0"3' - 0"3' - 6"EQ EQ666543101010 15' - 2"8' - 0" 6' - 3 3 / 1 6 " 11' - 7 7/16" 8 11 5 6 9999 1 ' - 6 " 7 7 7 710' - 6" Se c o n d F l o o r 15 ' - 0 " 7 8 7 8 1' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " 1' - 6 " 10 ' - 6 " 3' - 6 " 2 ' - 2 " 5 ' - 0 " 9 9 9 9 8 11 7 7 7 7 WT - 3 WT - 1 Me t a l S c h l u t e r T r a n s i t i o n Se c o n d F l o o r 15 ' - 0 " 7 8 7 8 22 1 EQ EQ Cl e a r 5' - 0 " 1 3 5 4 6 10 10 6 610 6 ' - 0 " 9 " WT - 1 WT - 1 Me t a l S c h l u t e r T r a n s i t i o n t o W r a p C o r n e r Se c o n d F l o o r 15 ' - 0 " 3' - 6 " 3' - 0 " 22 3 Cl e a r 5' - 0 " 6 ' - 0 " 9 " 1 3 5 4 6 WT - 1 WT - 1 WT - 1 WT - 1 WT - 1 Me t a l S c h l u t e r T r a n s i t i o n s t o W r a p C o r n e r s Se c o n d F l o o r 15 ' - 0 " 1' - 6 " 2' - 6 " 2' - 6 " 1' - 6 " 2' - 6 " 1' - 6 " 8' - 0 " 11 8 9 9 9 5 ' - 0 " 7 7 7 WT - 1 WT - 3 Me t a l S c h l u t e r T r a n s i t i o n Se c o n d F l o o r 15 ' - 0 " A. 4 A. 4 5 A3 1 1 5' - 0 " 9 " 6 ' - 0 " 7 1 9 WT - 1 Se c o n d F l o o r 15 ' - 0 " A. 4 A. 4 1' - 6 " 22 1 5 ' - 0 " 5' - 0 " 9 " 6 ' - 0 " 6 10 8 11 WT - 1 WT - 1 1 Me t a l S c h l u t e r T r a n s i t i o n t o W r a p C o r n e r Se c o n d F l o o r 15 ' - 0 " 6 6 5 ' - 0 " 22 3 11 WT - 1 Se c o n d F l o o r 15 ' - 0 " 6 6 6 ' - 0 " 9 " 5' - 0 " 1 7 9 WT - 1 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 5 : 1 5 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A413Enlarged Restroom Plans and ElevationsDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1/2" = 1'-0"2 Second Floor Mens North Restroom 1/2" = 1'-0"1 Second Floor Womens North Restroom 1 / 2 " = 1 ' - 0 " 3 Re s t r o o m E l e v a t i o n - R o o m 2 2 1 E a s t 1 / 2 " = 1 ' - 0 " 4 Re s t r o o m E l e v a t i o n - R o o m 2 2 1 W e s t 1 / 2 " = 1 ' - 0 " 8 Re s t r o o m E l e v a t i o n - R o o m 2 2 3 N o r t h 1 / 2 " = 1 ' - 0 " 9 Re s t r o o m E l e v a t i o n - R o o m 2 2 3 S o u t h Sp e c i a l t y E q u i p m e n t S c h e d u l e Ke y n o t e De s c r i p t i o n C o m m e n t s 1 7 2 " T a l l R e s t r o o m P a r t i t i o n s , F l o o r - M o u n t e d w i t h Ov e r h e a d B r a c e Co n t i n u o u s b r a c k e t s 1A 5 8 " T a l l R e s t r o o m P a r t i t i o n s , F l o o r - M o u n t e d w i t h Ov e r h e a d B r a c e Co n t i n u o u s b r a c k e t s 2 R e s t r o o m P a r t i t i o n s , U r i n a l S c r e e n 3 3 6 " G r a b B a r M o u n t p e r A D A r e q u i r e m e n t s 4 4 8 " G r a b B a r M o u n t p e r A D A r e q u i r e m e n t s 5 1 8 " G r a b B a r M o u n t p e r A D A r e q u i r e m e n t s 6 D o u b l e - R o l l T o i l e t T i s s u e D i s p e n s e r M o u n t p e r A D A r e q u i r e m e n t s 7 W e l d e d F r a m e M i r r o r - 2 4 " x 4 8 " 8 R e c e s s e d A u t o m a t i c R o l l T o w e l a n d W a s t e U n i t 9 V a n i t y M o u n t e d S o a p D i s p e n s e r M o u n t b a s e d o n 8 " f a u c e t s p r e a d 10 S u r f a c e M o u n t e d S a n i t a r y N a p k i n D i s p o s a l 11 W e l d e d F r a m e M i r r o r - 2 4 " x 6 0 " 1 / 2 " = 1 ' - 0 " 5 Re s t r o o m E l e v a t i o n - R o o m 2 2 1 N o r t h 1 / 2 " = 1 ' - 0 " 6 Re s t r o o m E l e v a t i o n - R o o m 2 2 1 S o u t h 1 / 2 " = 1 ' - 0 " 10 Re s t r o o m E l e v a t i o n - R o o m 2 2 3 E a s t 1 / 2 " = 1 ' - 0 " 7 Re s t r o o m E l e v a t i o n - R o o m 2 2 3 W e s t No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 IJ 5 6 7 2 A4 0 1 4 A402 H. 8 7B 1C 1C5H7B 6B 6B 5A 5A 5A 6B 10 C 5A5H1C 5A 21 1 210 2 A312 At r i u m 20 4 W.R.R.210 M. R . R . 21 1 A414 2 3 A4 1 4 5 4 3 ' - 0 " 3 ' - 0 " 1 ' - 6 " 2 ' - 6 " 2 ' - 6 " 1 ' - 6 " Clear4' - 8"Clear 5' - 0"3' - 0" Cl e a r 4' - 8 " Clear 5' - 0" 3 ' - 6 " 3' - 6"3' - 0"1' - 6"2' - 6"2' - 6"1' - 6"EQ EQ 8' - 0" 2 ' - 0 " 8 ' - 0 " 1' - 0" EQ EQ 3' - 9 " 11' - 2"1' - 0"1' - 6"2' - 0"2' - 6"1' - 6"11 861010645311 10 6 5 4 3 10 6 10 6 8 11 76 89 3 ' - 6 " 3 ' - 0 " 3 ' - 0 " 1 ' - 6 " Cl e a r 4' - 8 " 3 ' - 0 " C l e a r 5 ' - 0 " 1 6 5 43 9 9 9 999 6 3 A331 A4 1 2 8 Si m Se c o n d F l o o r 15 ' - 0 " I I Cl e a r 5' - 0 " 3' - 0 " 1' - 6 " 2' - 6 " 2' - 6 " 1' - 6 " 8' - 0 " 3' - 6 " 3' - 0 " 6 ' - 0 " 9 " 1 3 5 4 6 10 610 9 9 98 7 7 7 WT - 3 WT - 1 Me t a l S c h l u t e r T r a n s i t i o n Se c o n d F l o o r 15 ' - 0 " I I Cl e a r 5' - 0 " 3' - 6 " 3' - 0 " 3' - 0 " 3 5 4 6 10 610 1 610 EQ EQ 6 ' - 0 " 9 " WT - 1 Se c o n d F l o o r 15 ' - 0 " I I 6 ' - 0 " Cl e a r 5' - 0 " 3' - 0 " 3' - 6 " 3' - 0 " 3' - 0 " 1 3 5 4 6 6 WT - 1 Se c o n d F l o o r 15 ' - 0 " I I 1' - 6 " 2' - 6 " 2' - 6 " 1' - 6 " 2' - 0 " 8' - 0 " 3 ' - 0 " 5 ' - 0 " 11 8 9 9 9 WT - 1 WT - 3 7 7 7 Me t a l S c h l u t e r T r a n s i t i o n Se c o n d F l o o r 15 ' - 0 " 6 6 5' - 0 " 2' - 6 " 2' - 0 " 5 ' - 0 " 9 8 1 11 21 0 7 WT - 1 WT - 1 Me t a l S c h l u t e r T r a n s i t i o n t o W r a p C o r n e r s Second Floor 15' - 0" 6 6 6' - 0"9" 6 ' - 0 " 9 " 5' - 0 " 5' - 0" 10 6 1 1 WT-1 Se c o n d F l o o r 15 ' - 0 " 5 5 EQ EQ 5 ' - 0 " 11 WT - 1 WT - 1 Me t a l S c h l u t e r T r a n s i t i o n t o W r a p C o r n e r s Se c o n d F l o o r 15 ' - 0 " 5 5 6 ' - 0 " 9 " 1 5' - 0 " 7 WT - 1 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 5 : 2 1 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A414Enlarged Restroom Plans and ElevationsDelta Faucet Headquarters ExpansionJELAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1/2" = 1'-0"1 Second Floor West Restrooms 1 / 2 " = 1 ' - 0 " 2 Re s t r o o m E l e v a t i o n - R o o m 2 1 0 N o r t h 1 / 2 " = 1 ' - 0 " 3 Re s t r o o m E l e v a t i o n - R o o m 2 1 0 S o u t h 1 / 2 " = 1 ' - 0 " 5 Re s t r o o m E l e v a t i o n - R o o m 2 1 1 N o r t h 1 / 2 " = 1 ' - 0 " 4 Re s t r o o m E l e v a t i o n - R o o m 2 1 1 S o u t h Sp e c i a l t y E q u i p m e n t S c h e d u l e Ke y n o t e De s c r i p t i o n C o m m e n t s 1 7 2 " T a l l R e s t r o o m P a r t i t i o n s , F l o o r - M o u n t e d w i t h Ov e r h e a d B r a c e Co n t i n u o u s b r a c k e t s 1A 5 8 " T a l l R e s t r o o m P a r t i t i o n s , F l o o r - M o u n t e d w i t h Ov e r h e a d B r a c e Co n t i n u o u s b r a c k e t s 2 R e s t r o o m P a r t i t i o n s , U r i n a l S c r e e n 3 3 6 " G r a b B a r M o u n t p e r A D A r e q u i r e m e n t s 4 4 8 " G r a b B a r M o u n t p e r A D A r e q u i r e m e n t s 5 1 8 " G r a b B a r M o u n t p e r A D A r e q u i r e m e n t s 6 D o u b l e - R o l l T o i l e t T i s s u e D i s p e n s e r M o u n t p e r A D A r e q u i r e m e n t s 7 W e l d e d F r a m e M i r r o r - 2 4 " x 4 8 " 8 R e c e s s e d A u t o m a t i c R o l l T o w e l a n d W a s t e U n i t 9 V a n i t y M o u n t e d S o a p D i s p e n s e r M o u n t b a s e d o n 8 " f a u c e t s p r e a d 10 S u r f a c e M o u n t e d S a n i t a r y N a p k i n D i s p o s a l 11 W e l d e d F r a m e M i r r o r - 2 4 " x 6 0 " 1 / 2 " = 1 ' - 0 " 7 Re s t r o o m E l e v a t i o n - R o o m 2 1 0 E a s t 1/2" = 1'-0"6 Restroom Elevation - Room 210 West 1 / 2 " = 1 ' - 0 " 8 Re s t r o o m E l e v a t i o n - R o o m 2 1 1 E a s t 1 / 2 " = 1 ' - 0 " 9 Re s t r o o m E l e v a t i o n - R o o m 2 1 1 W e s t No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 IJ 5 6 7 2 A4 0 1 4 A402 5A 313 31 2 5A 6B10 C 7B 1C 6B 6B 7B1C5H 5A5A 5A 10A5H2A312W.R.R.313 M. R . R . 31 2 A415 2 3 A4 1 5 4 5 3 ' - 6 " 3 ' - 0 " 3 ' - 0 " 1 ' - 6 " 2 ' - 6 " 2 ' - 6 " 1 ' - 6 " Clear4' - 8"Clear 5' - 0"3' - 0" Cl e a r 4' - 8 " Clear 5' - 0"1' - 6"2' - 6"2' - 6"1' - 6"3' - 6"3' - 0"EQ EQ 2' - 7"1' - 3 1/2"1' - 6"8' - 11 3/8"118664531A65 4 3 1A 66 8 11 10 10 10 1010 2 ' - 0 " 8 ' - 0 " 1' - 6"2' - 6"89 7 6 3 ' - 0 " 3 ' - 0 " Cl e a r 4' - 8 " 3 ' - 0 " C l e a r 5 ' - 0 " 1A 6 5 43 6 9 9 9 9993A331 A4 1 2 8 Si m 8' - 0" Th i r d F l o o r 30 ' - 0 " I I Cl e a r 5' - 0 " 3' - 0 " 3' - 6 " 3' - 0 " 1' - 6 " 2' - 6 " 2' - 6 " 1' - 6 " 8' - 0 " 1A 9 9 98 4 ' - 1 0 " 3 ' - 0 " 3 5 4 6 10 10 6 7 7 7 WT - 1 WT - 3 Me t a l S c h l u t e r T r a n s i t i o n Th i r d F l o o r 30 ' - 0 " I I Cl e a r 5' - 0 " EQ EQ 3' - 6 " 3' - 0 " 3' - 0 " 4 ' - 1 0 " 9 " 3 5 4 6 10 610 610 1A WT - 1 Th i r d F l o o r 30 ' - 0 " I I Cl e a r 5' - 0 " 3' - 0 " 3' - 6 " 3' - 0 " 3' - 0 " 1A 3 5 4 6 6 WT - 1 Th i r d F l o o r 30 ' - 0 " I I 1' - 6 " 2' - 6 " 2' - 6 " 1' - 6 " 2' - 0 " 8' - 0 " 5 ' - 0 " 8 9 9 9 11 7 7 7 WT - 1 WT - 3 Me t a l S c h l u t e r T r a n s i t i o n Third Floor 30' - 0"5 5 11 31285' - 0"EQ EQWT-1WT-1Metal Schluter Transition to Wrap Corners Th i r d F l o o r 30 ' - 0 " 5 5 5' - 0 " 4 ' - 1 0 " 9 " WT - 1 Th i r d F l o o r 30 ' - 0 " 6 6 9 " 4 ' - 1 0 " 5' - 0 " 1' - 6 " 2' - 6 " 5 ' - 0 " 11 31 3 1A 8 9 3 A3 3 1 WT - 1 WT - 1 Me t a l S c h l u t e r T r a n s i t i o n to W r a p C o r n e r s Th i r d F l o o r 30 ' - 0 " 6 6 5' - 0 " 5' - 0 " 10 6 1A 1A 4 ' - 1 0 " 9 " 4 ' - 1 0 " 9 " WT - 1 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 5 : 2 7 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A415Enlarged Restroom Plans and ElevationsDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1/2" = 1'-0"1 Third Floor West Restrooms 1 / 2 " = 1 ' - 0 " 2 Re s t r o o m E l e v a t i o n - R o o m 3 1 8 N o r t h 1 / 2 " = 1 ' - 0 " 3 Re s t r o o m E l e v a t i o n - R o o m 3 1 8 S o u t h 1 / 2 " = 1 ' - 0 " 5 Re s t r o o m E l e v a t i o n - R o o m 3 1 9 N o r t h 1 / 2 " = 1 ' - 0 " 4 Re s t r o o m E l e v a t i o n - R o o m 3 1 9 S o u t h Sp e c i a l t y E q u i p m e n t S c h e d u l e Ke y n o t e De s c r i p t i o n C o m m e n t s 1 7 2 " T a l l R e s t r o o m P a r t i t i o n s , F l o o r - M o u n t e d w i t h Ov e r h e a d B r a c e Co n t i n u o u s b r a c k e t s 1A 5 8 " T a l l R e s t r o o m P a r t i t i o n s , F l o o r - M o u n t e d w i t h Ov e r h e a d B r a c e Co n t i n u o u s b r a c k e t s 2 R e s t r o o m P a r t i t i o n s , U r i n a l S c r e e n 3 3 6 " G r a b B a r M o u n t p e r A D A r e q u i r e m e n t s 4 4 8 " G r a b B a r M o u n t p e r A D A r e q u i r e m e n t s 5 1 8 " G r a b B a r M o u n t p e r A D A r e q u i r e m e n t s 6 D o u b l e - R o l l T o i l e t T i s s u e D i s p e n s e r M o u n t p e r A D A r e q u i r e m e n t s 7 W e l d e d F r a m e M i r r o r - 2 4 " x 4 8 " 8 R e c e s s e d A u t o m a t i c R o l l T o w e l a n d W a s t e U n i t 9 V a n i t y M o u n t e d S o a p D i s p e n s e r M o u n t b a s e d o n 8 " f a u c e t s p r e a d 10 S u r f a c e M o u n t e d S a n i t a r y N a p k i n D i s p o s a l 11 W e l d e d F r a m e M i r r o r - 2 4 " x 6 0 " 1/2" = 1'-0"6 Restroom Elevatio n - Room 312 East 1 / 2 " = 1 ' - 0 " 7 Re s t r o o m E l e v a t i o n - R o o m 3 1 2 W e s t 1 / 2 " = 1 ' - 0 " 8 Re s t r o o m E l e v a t i o n - R o o m 3 1 3 E a s t 1 / 2 " = 1 ' - 0 " 9 Re s t r o o m E l e v a t i o n - R o o m 3 1 3 W e s t No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 B673313305A5H5A6A6A 6A7B6A5H 6AA4162W.R.R.330 M.R.R.331Clear5' - 0"Clear4' - 8"1' - 6"Clear 5' - 0"Clear4' - 8"1' - 6"EQ EQ2' - 6"EQEQ2' - 6"2' - 0"3' - 0"6' - 5 3/8"0' - 11"0' - 10"5H10C 0 ' - 8 " 5 ' - 5 " 3 ' - 4 " 5 ' - 9 1 / 2 " 1' - 9 3/4"1' - 6"2' - 9 1/4"2' - 0"1' - 10"6A654103883 4 6 56' - 6"1' - 4"0' - 8"54 3 A4167 699IJ 5 6 7 2 A4 0 1 H. 8 10 C 1C 1C 10A1C2A312 6E 5J 6E 6E 5J 2' - 6"2' - 6"1' - 6"3' - 0 3/4"3' - 0" 3 ' - 0 " 3 ' - 0 " 2 ' - 3 5 / 8 " 2 ' - 3 5 / 8 " 2 ' - 6 " 2 ' - 6 " 5' - 5 1 / 4 " 1' - 0 1/4" 0' - 1 1 " 3' - 9 " 0' - 9 " 1 ' - 2 " 3 ' - 0 " 3 ' - 0 " 4 ' - 4 " Th i r d F l o o r 30 ' - 0 " B B 1' - 6 " EQ EQ 2' - 6 " 1' - 6 " 2' - 6 " EQ EQ 3' - 6 " 3' - 6 " 9 3 5 4 6 10 9 3 5 4 6 3 ' - 0 " 3 ' - 0 " WT - 3 WT - 1 WT - 3 WT - 1 7 7 Me t a l S c l u t e r T r a n s i t i o n B 6 4 ' - 9 1 / 2 " 3 ' - 4 1 / 4 " 4 ' - 9 " 0 ' - 4 5 / 8 " 5J 10 ' - 4 3 / 4 " Th i r d F l o o r 30 ' - 0 " 6 6 33 0 5 4 10 6 3 WT - 1 WT - 1 Me t a l S c h l u t e r t o W r a p C o r n e r s Th i r d F l o o r 30 ' - 0 " 6 6 3 ' - 0 " 6' - 6 " 8 WT - 1 7 Th i r d F l o o r 30 ' - 0 " B B 8 8 33 1 33 0 1' - 6 " WT - 1 WT - 1 WT - 1 Me t a l S c h l u t e r t o W r a p C o r n e r s Th i r d F l o o r 30 ' - 0 " 5 4 6 3 WT - 1 Th i r d F l o o r 30 ' - 0 " 8 WT - 1 7 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 5 : 3 1 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A416Enlarged Restroom Plans and ElevationsDelta Faucet Headquarters ExpansionJELJMG11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1/2" = 1'-0"1 Third Floor North Restrooms 1/2" = 1'-0"8 Fourth Floor West Restrooms 1 / 2 " = 1 ' - 0 " 2 Re s t r o o m E l e v a t i o n - R o o m 3 3 0 & 3 3 1 N o r t h 1 / 2 " = 1 ' - 0 " 9 Fo u r t h F l o o r N o rt h R e s t r o o m s Sp e c i a l t y E q u i p m e n t S c h e d u l e Ke y n o t e De s c r i p t i o n C o m m e n t s 1 7 2 " T a l l R e s t r o o m P a r t i t i o n s , F l o o r - M o u n t e d w i t h Ov e r h e a d B r a c e Co n t i n u o u s b r a c k e t s 1A 5 8 " T a l l R e s t r o o m P a r t i t i o n s , F l o o r - M o u n t e d w i t h Ov e r h e a d B r a c e Co n t i n u o u s b r a c k e t s 2 R e s t r o o m P a r t i t i o n s , U r i n a l S c r e e n 3 3 6 " G r a b B a r M o u n t p e r A D A r e q u i r e m e n t s 4 4 8 " G r a b B a r M o u n t p e r A D A r e q u i r e m e n t s 5 1 8 " G r a b B a r M o u n t p e r A D A r e q u i r e m e n t s 6 D o u b l e - R o l l T o i l e t T i s s u e D i s p e n s e r M o u n t p e r A D A r e q u i r e m e n t s 7 W e l d e d F r a m e M i r r o r - 2 4 " x 4 8 " 8 R e c e s s e d A u t o m a t i c R o l l T o w e l a n d W a s t e U n i t 9 V a n i t y M o u n t e d S o a p D i s p e n s e r M o u n t b a s e d o n 8 " f a u c e t s p r e a d 10 S u r f a c e M o u n t e d S a n i t a r y N a p k i n D i s p o s a l 11 W e l d e d F r a m e M i r r o r - 2 4 " x 6 0 " 1 / 2 " = 1 ' - 0 " 3 Re s t r o o m E l e v a t i o n - R o o m 3 3 0 E a s t 1 / 2 " = 1 ' - 0 " 4 Re s t r o o m E l e v a t i o n - R o o m 3 3 0 W e s t 1 / 2 " = 1 ' - 0 " 5 Re s t r o o m E l e v a t i o n - R o o m 3 3 0 & 3 3 1 S o u t h 1 / 2 " = 1 ' - 0 " 6 Re s t r o o m E l e v a t i o n - R o o m 3 3 1 E a s t 1 / 2 " = 1 ' - 0 " 7 Re s t r o o m E l e v a t i o n - R o o m 3 3 1 W e s t No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 J J J 12 3 45 6 8 7 9 11 8 15 1617 2118 232224252627 29 31 43 33 34 36 37 38 35 39 42 44 45 47 4 6 48 49 50 51 41 3 60 5964 28 33 13 1 3 3 10 32 30 9 3 431212 (0. 7 5 ~ 9 0 , 0 0 0 ~ ~ 2 . 5 " ) (0. 7 5 ~ 1 2 0 , 0 0 0 ~ ~ 2 . 5 " ) D CHC HC D C AIR OUT AIR OUT D CH 1 8 4 2 H C H C D 1 C H E M C 1 H 1 R A E 1 E 2 D C G GG G HCDCC H H C 56 58 57 18 6 0 1 8 4 8 1 8 4 8 1 8 4 8 1 8 4 8 1 8 3 6 1 8 4 8 1 8 4 8 1 8 4 8 W1 1 C1 2 C12C12 C 1 2 C 1 2 C 1 2 C 1 2 C1 2 W 4 6 W 4 6 W3 4 W1 1 W3 4 W 4 6 W 4 6 1 8 4 8 1 8 4 8 18 4 8 18 4 8 666564 63 6 1 6 1 3 " t h i c k c o u n t e r t o p ( t o p = 3 6 " ) fi l l / s c r i b e fi l l / s c r i b e D HI 6 7 8 9 1 A3 1 2 2 A3132A312 Ja n . 10 6 At r i u m 10 4 Kitchen 105 Ca f e 10 3 10 5 B 10 5 D 10 6 105A 105C 6A 5A 5A 6A 6A 6A 5A2A 6B Ho l d i n g 10 5 D A3 4 1 3 2 2 A3 3 1 3 A3 3 1 3 A3 3 2 A4403 G 8 9 2 A3 1 3 B 4 5 6 A. 4 A4 4 2 2 A4 4 2 1 A4 1 2 10 Si m Bu s i n e s s C e n t e r 22 0 At r i u m 20 4 Br e a k - o u t A r e a 21 9 22 0 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 5 : 3 4 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A420Enlarged Plans -KitchenDelta Faucet Headquarters ExpansionJELTC11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1/4" = 1'-0"1 First Floor Kitchen Plan 1 / 4 " = 1 ' - 0 " 3 Lo w e r L e v e l K i t c h e n P l a n 1 / 4 " = 1 ' - 0 " 2 Se c o n d F l o o r K i t c h e n P l a n No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 J A 3 4 5 6 1 A3 1 3 4. 3 2 A430 3 E Q . S e g m e n t s 5 E Q . S e g m e n t s 3 E Q . S e g m e n t s 5 . 3 9 ° 9 . 3 8 °5 .2 5 ° Fi r s t F l o o r 0' - 0 " Se c o n d F l o o r 15 ' - 0 " A 1 A3 1 3 A. 4 WP K A L W A L L ® hi g h p e r f o r m a n c e t r a n s l u c e n t b u i l d i n g s y s t e m s HI G H S H E D R O O F LO W S H E D R O O F A A 1 / 2 " [ 1 2 m m ] M A X SU P P O R T S N O T BY K A L W A L L FI N A L F A S T E N E R NO T B Y K A L W A L L #1 4 x 1 " R H S C R E W S BY K A L W A L L ( 2 P E R T U B E ) BE N T P L A T E BY K A L W A L L FA C T O R Y I N S T A L L E D HO L D - D O W N T U B E A A FI N A L F A S T E N E R NO T B Y K A L W A L L #1 4 x 1 " R H S C R E W S BY K A L W A L L ( 2 P E R T U B E ) SU P P O R T N O T BY K A L W A L L 2 1 / 2 " x 2 1 / 2 " x 1 / 4 " [6 4 m m x 6 4 m m x 6 m m ] C O N T I N U O U S AL U M A N G L E B Y K A L W A L L . 2 ' - 0 " [ 6 1 0 m m ] M A X O V E R H A N G 2' - 0 " [ 6 1 0 m m ] MA X O V E R H A N G ED G E C A P BY K A L W A L L 2. 7 5 " T H I C K S U P P O R T E D R O O F S 12 2 MI N TR A N S V E R S E D E T A I L M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 5 : 3 6 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A430Enlarged Plan and Details - Entry CanopyDelta Faucet Headquarters ExpansionJELJEL11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 4 " = 1 ' - 0 " 1 Ca n o p y E n l a r g e d P l a n 1 / 4 " = 1 ' - 0 " 2 Cr o s s S e c t i o n - C a n o p y 1 / 8 " = 1 ' - 0 " 3 Tr a n s l u c e n t C a n o p y D e t a i l s NO T T O S C A L E Tr a n s l u c e n t c a n o p y b y K a l w a l l o r e q u a l Pa i n t e d s t r u c t u r a l s t e e l , w h i t e g l o s s Fo r m e d m e t a l w a l l p a n e l c o l u m n w r a p s ( t y p . o f 4 ) Tr a n s l u c e n t c a n o p y b y K a l w a l l o r e q u a l Conductor head and downspout,typ. of 2, prefinished, white to match metal panelsNo. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 REF.A440 210 A440 2' - 7" Min Clear 5' - 10"Overhang1"8' - 5"1" Clear ?SS-2 Lo w e r L e v e l -1 4 ' - 4 " 10 A4 4 0 2' - 6 " 2' - 0 " 1' - 3 " 2' - 7 " M i n C l e a r 5' - 9 " 8' - 4 " 1" O v e r h a n g DB - 1 5 2 4 SB - 2 4 2 4 B- 3 0 2 4 2' - 6 " 2' - 6 " ± 1 3 / 8 " F i l l e r W- 3 0 1 2 W- 3 0 1 2 6 ' - 0 " 1 ' - 6 " 2 ' - 1 0 1 / 2 " 1 1 / 2 " PT - 1 F i n i s h e d E n d F i n i s h e d E n d F i n i s h e d E n d PL - 1 PL - 1 SS - 2 6 7 8 9 A4 4 0 5 A4 4 0 4 Co o r d i n a t e s i z e a n d l o c a t i o n o f co u n t e r t o p s u p p o r t s w i t h k i t c h e n eq u i p m e n t - f i n i s h t o m a t c h ad j a c e n t c a s e w o r k 9 ' - 0 3 / 4 " 37 ' - 1 1 5 / 8 " 5' - 1 1 9 / 1 6 " 4' - 1 " 18 ' - 1 0 3 / 8 " 4' - 1 " 4' - 1 1 1 1 / 1 6 " 3 ' - 6 " 6 " 6" 3' - 6 " 3 ' - 6 " 6 " 9 A4 4 0 ? ? ? SS - 2 SS - 2 SS - 2 First Floor 0' - 0" 9 A4 4 0 Si m 3' - 0"6"?SS-2 PL-1 Fi r s t F l o o r 0' - 0 " 3 ' - 0 " 9 A4 4 0 9 A4 4 0 Si m 9 A4 4 0 Si m 6" ? ? ? 5' - 5 9 / 1 6 " 4' - 1 " 18 ' - 1 0 3 / 8 " 4' - 1 " 4' - 1 1 1 1 / 1 6 " SS - 2 SS - 2 PL - 1 PL - 1 PL - 1 SS - 2 DA44078A4409' - 4"1 15/16"2' - 11"3' - 0" 2 ' - 7 1 / 4 " Typ1" Overhang ?SS-2 Fi r s t F l o o r 0' - 0 " 8 A4 4 0 3' - 0 " 3' - 0 " 3' - 0 " ± 3 " F i l l e r 2 1 5 / 1 6 " 9' - 3 " B3 6 3 0 B3 6 3 0 B3 6 3 0 Co o r d i n a t e i n s t a l l a t i o n o f c a s e w o r k wi t h s o d a m a c h i n e a n d a s s o c i a t e d su p p l y a n d d r a i n p i p i n g t h r o u g h ca s e w o r k a n d c o u n t e r t o p St a i r s t r i n g e r be y o n d 1" O v e r h a n g 2 ' - 1 0 1 / 2 " 1 1 / 2 " T- 4 F i n i s h e d E n d SS - 2 PL - 1 Fi r s t F l o o r 0' - 0 " D 2' - 1 1 " 1 1 / 2 " 2 ' - 1 0 1 / 2 " Co o r d i n a t e i n s t a l l a t i o n o f ca s e w o r k w i t h s o d a m a c h i n e a n d as s o c i a t e d s u p p l y a n d d r a i n p i p i n g th r o u g h c a s e w o r k a n d c o u n t e r t o p 3 1 / 2 " T o e S p a c e 3" T o e S p a c e ? Wh i t e m e l a m i n e in t e r i o r s f o r a l l in t e r i o r s h e l v e s an d d r a w e r s SS - 2 PL - 1 Fi r s t F l o o r 0' - 0 " 1 1 / 2 " 2 ' - 1 0 1 / 2 " 3' - 0 " 6" Co o r d i n a t e s i z e a n d lo c a t i o n o f c o u n t e r t o p su p p o r t s w i t h k i t c h e n eq u i p m e n t ? SS - 2 PL - 1 Lo w e r L e v e l -1 4 ' - 4 " 1' - 0 " 2' - 0 " 1 ' - 6 " 3 ' - 0 " 1 1 / 2 " 2 ' - 1 0 1 / 2 " 3" T o e S p a c e 3 1 / 2 " T o e S p a c e Ad j u s t a b l e Sh e l f Wh i t e m e l a m i n e in t e r i o r s f o r a l l in t e r i o r s h e l v e s an d d r a w e r s Wh i t e m e l a m i n e in t e r i o r PL - 1 PL - 1 SS - 2 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 5 : 4 0 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A440Enlarged Plans and Elevations -CaseworkDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1/2" = 1'-0"1 Enlarged Casework Plan - Incoming 025 1 / 2 " = 1 ' - 0 " 2 Ca s e w o r k E l e v a t i o n - I n c o m i n g 0 2 5 1 / 2 " = 1 ' - 0 " 3 En l a r g e d C a s e w o r k P l an - K i t c h e n 1 0 5 S e r v i n g 1/2" = 1'-0"4 Casework Elevation - Kitchen 105 North 1 / 2 " = 1 ' - 0 " 5 Ca s e w o r k E l e v a t i o n - K i t c h e n 1 0 5 W e s t 1/2" = 1'-0"6Enlarged Casework Plan - Cafe 103 Beverage Station 1 / 2 " = 1 ' - 0 " 7 Ca s e w o r k E l e v a t i o n - C a f e 1 0 3 B e v e r a g e S t a t i o n 1 / 2 " = 1 ' - 0 " 8 Ca s e w o r k S e c t i o n - C a fe 1 0 3 B e v e r a g e S t a t i o n 1 / 2 " = 1 ' - 0 " 9 Ca s e w o r k S e c t i o n - K i t c h e n 1 0 5 S e r v i n g 1 / 2 " = 1 ' - 0 " 10 Ca s e w o r k S e c t i o n - I n c o m i n g 0 2 5 No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 H3 A441 47 A441 10' - 5" Verify in Field 2' - 0"2' - 0"2' - 1"8 A441?SS-23A44157A441Sim8' - 2" Verify in Field 1' - 11 9/16"2' - 1"?SS-2 EF 3 A4 4 1 6 7 A4 4 1 Si m 7 A4 4 1 Si m 1 2 ' - 3 " V e r i f y i n F i e l d ± 1 ' - 5 " 1 2 ' - 7 " V e r i f y i n F i e l d 2' - 0 " 2' - 1 " 2' - 0 " 2' - 1 " ?? SS - 2 SS - 2 Se c o n d F l o o r 15 ' - 0 " Fi l l e r EQ 2' - 0 " 3' - 0 " 3' - 0 " 2' - 0 " Fi l l e r EQ 1 1 / 2 " 2 ' - 1 0 1 / 2 " DB 2 4 2 4 B3 6 2 4 B3 6 2 4 DB 2 4 2 4 7 A4 4 1 Li g h t i n g c o n t r o l pa n e l s e e e l e c t r i c a l dr a w i n g s 8 A4 4 1 WC - 3 10 ' - 5 1 / 8 " V e r i f y i n F i e l d PT - 1 o n wa l l r e t u r n PT - 1 o n wa l l r e t u r n WC - 3 WC - 3 SS - 2 PL - 1 Se c o n d F l o o r 15 ' - 0 " F 7 A4 4 1 Si m 7 A4 4 1 Si m Fi l l e r EQ 2' - 0 " 4' - 0 " 4' - 0 " 2' - 0 " Fi l l e r EQ Fi l l e r EQ 2' - 0 " 4' - 0 " 4' - 0 " 2' - 0 " Fi l l e r EQ ± 1 ' - 5 " 1 1 / 2 " 2 ' - 1 0 1 / 2 " Li g h t i n g c o n t r o l pa n e l s e e e l e c t r i c a l dr a w i n g s 2 ' - 1 0 1 / 2 " 1 1 / 2 " PT - 1 o n wa l l r e t u r n 12 ' - 3 1 / 8 " V e r i f y i n F i e l d 12 ' - 6 3 / 4 " V e r i f y i n F i e l d 8 A4 4 1 Si m 8 A4 4 1 Si m WC - 3 WC - 3 PT - 1 o n wa l l r e t u r n PT - 1 o n wa l l r e t u r n PT - 1 o n wa l l r e t u r n WC - 3 WC - 3 WC - 3 WC - 3 WC - 3 WC - 3 SS - 2 PL - 1 PL - 1 SS - 2 Se c o n d F l o o r 15 ' - 0 " 7 A4 4 1 Si m 2 ' - 1 0 1 / 2 " 1 1 / 2 " Fi l l e r EQ 2' - 0 " 3' - 9 " 2' - 0 " Fi l l e r EQ DB 2 4 2 4 DB 4 5 2 4 DB 2 4 2 4 8 A4 4 1 Si m 8' - 2 1 / 8 " V e r i f y i n F i e l d WC - 3 PT - 1 o n wa l l r e t u r n PT - 1 o n wa l l r e t u r n WC - 3 WC - 3 SS - 2 PL - 1 Se c o n d F l o o r 15 ' - 0 " 3 1 1 / 2 " 2 ' - 1 0 1 / 2 " 3 1 / 2 " T o e S p a c e 3" T o e S p a c e 2' - 0 " 1" O v e r h a n g Ad j u s t a b l e Sh e l f Wh i t e m e l a m i n e in t e r i o r s f o r a l l in t e r i o r s h e l v e s an d d r a w e r s SS - 2 PL - 1 Se c o n d F l o o r 15 ' - 0 " 3 3 1 / 2 " T o e S p a c e 1 1 / 2 " 2 ' - 1 0 1 / 2 " 3" T o e S p a c e 2' - 0 " 1" O v e r h a n g Wh i t e m e l a m i n e in t e r i o r s f o r a l l in t e r i o r s h e l v e s an d d r a w e r s SS - 2 PL - 1 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 5 : 4 4 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A441Enlarged Plans and Elevations -CaseworkDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1/2" = 1'-0"1 Enlarged Casework Plan - Meeting Room 214 1/2" = 1'-0"2 Enlarged Casework Plan - Meeting Room 216 1 / 2 " = 1 ' - 0 " 3 En l a r g e d C a s e w o r k P l a n - M e e t i n g R o o m 2 1 5 1 / 2 " = 1 ' - 0 " 4 Ca s e w o r k E l e v a t i o n - M e e t i n g R o o m 2 1 4 1 / 2 " = 1 ' - 0 " 6 Ca s e w o r k E l e v a t i o n - M e e t i n g R o o m 2 1 5 1 / 2 " = 1 ' - 0 " 5 Ca s e w o r k E l e v a t i o n - M e e t i n g R o o m 2 1 6 1 / 2 " = 1 ' - 0 " 7 Ca s e w o r k S e c t i o n - M e e t i n g R o o m s D o o r s 1 / 2 " = 1 ' - 0 " 8 Ca s e w o r k S e c t i o n - M e e t i n g R o o m s D r a w e r s No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 REF.REF.A442 3 4 A4425A4423"10' - 0"3"4' - 2"1" Overhang 4' - 0"1" OverhangA4423SimKitchenEquipmentKitchenEquipment?SS-25 A4 4 2 69 A4 4 2 8 A4 4 2 7 A4 4 2 Flipper Door Slides and Casework Pocket ± 6"Per Equipment Manufacturer 3' - 11 1/4"± 6"Flipper Door 1 0 ' - 9 " E n c l o s e E q u i p m e n t a n d M a i n t a i n C l e a r a n c e s ± 5 ' - 9 3 / 4 " A s r e q u i r e d 2' - 6"2' - 7"1' - 0" 3' - 4 1 / 2 " 2" M i n Pe r M a n u f a c t u r e r 2' - 8 5 / 8 " 4" 1 6 ' - 6 3 / 4 " V e r i f y i n F i e l d Co o r d i n a t e in s t a l l a t i o n o f K i t c h e n Eq u i p m e n t a n d as s o c i a t e d s u p p l y an d d r a i n p i p i n g th r o u g h c a s e w o r k an d c o u n t e r t o p Ki t c h e n Eq u i p m e n t Kitchen Equipment Ki t c h e n Eq u i p m e n t ? ? PL - 1 SS - 2 Se c o n d F l o o r 15 ' - 0 " 4 A4 4 2 5 A4 4 2 2 ' - 9 " 3 " Ex t e n d C o u n t e r t o p Ma t e r i a l t o F l o o r a t e n d s of I s l a n d C a s e w o r k Fi l l e r ± 1 1 / 2 " 4' - 0 " 1' - 9 " 3" 5' - 1 0 1 / 2 " 4' - 1 1 / 2 " 3" 10 ' - 6 " B4 8 1 5 DB 2 1 2 4 Re m o v a b l e T o e Ki c k M o u n t e d Un d e r E q u i p m e n t Ki c h e n Eq u i p m e n t SS - 2 F i n i s h e d E n d PL - 1 PT - 6 Gy p s u m b u l k h e a d s e e ce i l i n g p l a n - p a i n t e x t e r i o r an d b o t t o m a s s h o w n a n d pa i n t i n t e r i o r w i t h P T - 1 Gl o b e p e n d a n t f i x t u r e s af f i x e d t o ( 2 ) c e i l i n g t r a c k s . Se e e l e c t r i c a l l i g h t i n g p l a n fo r a d d i t i o n a l i n f o r m a t i o n . Se c o n d F l o o r 15 ' - 0 " 2 ' - 9 " 3 " 3 ' - 0 " 4 ' - 6 " 7 ' - 6 " Fi l l e r EQ 2' - 6 " 2' - 9 " 2' - 9 " 2' - 6 " Fi l l e r EQ 1 ' - 6 " 1 ' - 0 " 2 ' - 0 " 9 A4 4 2 8 A4 4 2 7 A4 4 2 EQ 2' - 0 " EQ 2 " 8 1 / 4 " 10 ' - 9 " 5' - 9 3 / 4 " 1/ 4 " R o u t e d v e n t s in c a s e w o r k d o o r s SB 3 0 3 0 B3 3 3 0 B3 3 3 0 B3 0 3 0 Fi l l e r EQ 2' - 6 " 2' - 9 " 2' - 9 " 2' - 6 " Fi l l e r EQ 16 ' - 6 3 / 4 " V e r i f y i n F i e l d W3 0 1 2 W3 3 1 2 W3 3 1 2 W3 0 1 2 Cu s t o m R e f r i g e r a t e d S e l f Se r v i c e C a s e E n c l o s u r e wi t h F l i p p e r D o o r S l i d e s o n Bo t h D o o r s - C o o r d i n a t e Fi n a l D i m e n s i o n s w i t h In s t a l l e d E q u i p m e n t a n d Re q u i r e d C l e a r a n c e s Ki t c h e n Eq u i p m e n t Ki t c h e n Eq u i p m e n t Co o r d i n a t e i n s t a l l a t i o n o f K i t c h e n Eq u i p m e n t a n d a s s o c i a t e d su p p l y a n d d r a i n p i p i n g t h r o u g h ca s e w o r k a n d c o u n t e r t o p Fr o s t e d GL - 6 1 1 / 4 " T Y P PT - 1 SS - 2 F i n i s h e d E n d F i n i s h e d E n d F i n i s h e d E n d Fi n i s h e d E n d PL - 1 PL - 1 PL - 1 PL - 1 Fr o s t e d GL - 6 Fr o s t e d GL - 6 Fr o s t e d GL - 6 Fr o s t e d GL - 6 Fr o s t e d GL - 6 C 6 7 A442 14 13Kitchenette329 Vending 328Circulation30210A44211A4421/2" Min 6' - 1"Clear 4' - 11 5/8"11' - 1 1/8" Verify in Field 2' - 0"2' - 1"Clear 3' - 0"8' - 0"?SS-2 Th i r d F l o o r 30 ' - 0 " 1 A3 0 0 C Gy p s u m B u l k h e a d - se e c e i l i n g p l a n PT - 1 PT - 1 Th i r d F l o o r 30 ' - 0 " 1 A3 0 0 C 10 A4 4 0 Si m Ci r c u l a t i o n 30 2 10 A4 4 2 11 A4 4 2 Gy p s u m B u l k h e a d - se e c e i l i n g p l a n ± 1 1 / 2 " 6' - 0 " 4' - 1 1 5 / 8 " C l e a r 11 ' - 1 1 / 8 " V e r i f y i n F i e l d 2' - 0 " 4' - 0 " 1' - 6 " 2' - 6 " 2' - 3 " 2' - 6 " 3" F i l l e r 1 ' - 6 " 1 ' - 6 " 1 ' - 6 " 1 1 / 2 " 2 ' - 1 0 1 / 2 " 7 ' - 6 " SB 2 4 2 4 B4 8 2 4 1" O v e r h a n g W1 8 1 2 W3 0 1 2 W2 7 1 2 W3 0 1 2 F i n i s h e d E n d F i n i s h e d E n d F i n i s h e d E n d Fi n i s h e d En d PT - 1 PL - 1 PL - 1 SS - 2 Se c o n d F l o o r 15 ' - 0 " 3 " 2 ' - 9 " 3 1 / 2 " T o e S p a c e 1" O v e r h a n g Ki t c h e n Eq u i p m e n t 1" O v e r h a n g 4' - 0 " 3" T o e S p a c e 2' - 9 " 1' - 3 " ? A d j u s t a b l e S h e l f Wh i t e m e l a m i n e in t e r i o r PL - 1 SS - 2 Se c o n d F l o o r 15 ' - 0 " 2' - 0 " 2' - 0 " 3 " 2 ' - 9 " 3 1 / 2 " T o e S p a c e 3" T o e S p a c e 1" 4' - 0 " 1" O v e r h a n g 3" T o e S p a c e 3 1 / 2 " T o e S p a c e Wh i t e m e l a m i n e in t e r i o r ? PL - 1 SS - 2 Se c o n d F l o o r 15 ' - 0 " 5 8 1 / 4 " 2 " 3 1 / 2 " T o e S p a c e 7 ' - 6 " 3' - 4 1 / 2 " 2" M i n 2' - 8 5 / 8 " 4" In t e r i o r l a m i n a t e to m a t c h e x t e r i o r on a l l f a c e s PL - 1 Se c o n d F l o o r 15 ' - 0 " 5 3 ' - 0 " 1 ' - 6 " 3 " 2 ' - 9 " 3 1 / 2 " T o e S p a c e 3" T o e S p a c e 2' - 6 " 1" O v e r h a n g 1' - 0 " 7 ' - 6 " Ad j u s t a b l e Sh e l f Ad j u s t a b l e Sh e l f Wh i t e m e l a m i n e in t e r i o r s f o r a l l in t e r i o r s h e l v e s an d d r a w e r s Wh i t e m e l a m i n e in t e r i o r ? PL - 1 SS - 2 PL - 1 Se c o n d F l o o r 15 ' - 0 " 5 3 1 / 2 " T o e S p a c e 2 ' - 0 " 2 ' - 6 " 3 " 2 ' - 9 " 2' - 6 " 1" O v e r h a n g 1' - 0 " 7 ' - 6 " 3" T o e S p a c e GL - 6 Ad j u s t a b l e Sh e l f Wh i t e m e l a m i n e in t e r i o r s f o r a l l in t e r i o r s h e l v e s an d d r a w e r s Wh i t e m e l a m i n e in t e r i o r ? Fr o s t e d PL - 1 SS - 2 PL - 1 Th i r d F l o o r 30 ' - 0 " 7 1" O v e r h a n g 2' - 0 " 3 1 / 2 " T o e S p a c e 3 ' - 0 " 1 ' - 6 " 1 1 / 2 " 2 ' - 1 0 1 / 2 " 1' - 0 " 3" T o e S p a c e 7 ' - 6 " Ad j u s t a b l e Sh e l f Ad j u s t a b l e Sh e l f Wh i t e m e l a m i n e in t e r i o r s f o r a l l in t e r i o r s h e l v e s an d d r a w e r s Wh i t e m e l a m i n e in t e r i o r PL - 1 SS - 2 PL - 1 Th i r d F l o o r 30 ' - 0 " 7 3 1 / 2 " T o e S p a c e 1 1 / 2 " 2 ' - 1 0 1 / 2 " 3" T o e S p a c e 1" O v e r h a n g 2' - 0 " Wh i t e m e l a m i n e in t e r i o r s f o r a l l in t e r i o r s h e l v e s an d d r a w e r s SS - 2 PL - 1 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 5 : 4 9 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A442Enlarged Plans and Elevations -CaseworkDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1/2" = 1'-0"1Enlarged Casework Plan - Breakout Area 219 Island 1 / 2 " = 1 ' - 0 " 2 En l a r g e d C a s e w o r k P l a n - B r e a k o u t A r e a 2 1 9 No r t h 1 / 2 " = 1 ' - 0 " 3 Ca s e w o r k E l e v a t i o n - B r ea k - o u t A r e a 2 1 9 I s l a n d 1 / 2 " = 1 ' - 0 " 6 Ca s e w o r k E l e v a t i o n - B r ea k - o u t A r e a 2 1 9 N o r t h 1/2" = 1'-0"12 Enlarged Casework Plan - Kitchenetter 329 1 / 2 " = 1 ' - 0 " 13 Ca s e w o r k E l e v a t i o n - V e n d i n g 3 2 8 1 / 2 " = 1 ' - 0 " 14 Ca s e w o r k E l e v a t i o n - K i t c h e n e t t e 3 2 9 1 / 2 " = 1 ' - 0 " 4 Ca s e w o r k S e c t i o n - B r ea k o u t A r e a 2 1 9 I s l a n d Do o r s 1 / 2 " = 1 ' - 0 " 5 Ca s e w o r k S e c t i o n - B r ea k o u t A r e a 2 1 9 I s l a n d Dr a w e r s 1 / 2 " = 1 ' - 0 " 7 Ca s e w o r k S e c t i o n - B r e a k o u t A r e a 2 1 9 F u l l He i g h t 1 / 2 " = 1 ' - 0 " 8 Ca s e w o r k S e c t i o n - B r e a k o u t A r e a 2 1 9 T a l l Up p e r 1 / 2 " = 1 ' - 0 " 9 Ca s e w o r k S e c t i o n - B r e a k o u t A r e a 2 1 9 S i n k 1 / 2 " = 1 ' - 0 " 10 Ca s e w o r k S e c t i o n - K i t c h e n e t t e 3 2 9 T a l l U p p e r 1 / 2 " = 1 ' - 0 " 11 Ca s e w o r k S e c t i o n - K i t c h e n e t t e 3 2 9 S i n k No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 6 7 8 1 A3 0 1 5B 5E 6C 5E 5E 5C 5F 5F6C 6C 5D 5F 5D 5B 00 6 00 7 A 00 7 B 5' - 0 " 5' - 0"6' - 4" 9' - 2 " 1' - 4 " 6' - 0 " 3' - 1 0 1 / 2 " Clear4' - 0"7' - 0" 1 ' - 0 " 3 ' - 0 " 2 ' - 6 " 3 ' - 0 " 1 ' - 0 " C l e a r 4 ' - 0 " 5 ' - 3 " 1 ' - 6 " 3 ' - 1 " Bathing Experience (Future)007 Ch a n g i n g (F u t u r e ) 00 6 A4 5 0 4 A4 5 0 5 A4 5 0 A4 5 0 7 6 3 A4 5 0 R 2 ' - 0 " R 5 ' - 6 " R 2 ' - 0 " R 2 ' - 6 " 6" 2 ' - 1 1 3 / 1 6 " 3 / 4 " 3 / 4 " 1" O v e r h a n g T y p 6" 1' - 6 " 1' - 6 " 1 5 .0 0 ° 3 0 .0 0 ° 3 0 . 0 0 ° Ty p 1' - 3 " Kn e e S p a c e Kn e e S p a c e 2 5 .0 0 ° 1' - 0 " 1' - 0 " ? ? R 5 ' - 6 " Fl o o r i n g T r a n s i t i o n 3 / 4 " 3 / 4 " SS - 1 SS - 1 3 0 .0 0 ° First Floor 0' - 0"3 A450 ?T-1WC-5SS-1 Fi r s t F l o o r 0' - 0 " ? ? SS - 1 SS - 1 WC - 5 T- 1 Fi r s t F l o o r 0' - 0 " 3 A4 5 0 Kn e e S p a c e Kn e e Sp a c e ? ? SS - 1 PL - 3 WC - 5 SS - 1 T- 1 T- 1 PL - 3 PL - 3 PL - 3 WC - 5 Fi r s t F l o o r 0' - 0 " ? ? ? SS - 1 SS - 1 WC - 5 PL - 3 T- 1 PL - 3 WC - 5 T- 1 3 ' - 2 " 4 " 3 ' - 6 " 2 ' - 6 " 1' - 0 " 2' - 1 " EQ EQ 6" M e t a l s t u d w i t h 3 5 / 8 " me t a l s t u d a t t a c h e d t o f a c e to c r e a t e k i c k s p a c e - w r a p en t i r e w a l l c o n s t r u c t i o n i n 5/ 8 " g y p s u m b o a r d In s t a l l L E D l i g h t i n g t o il l u m i n a t e b a c k o f T o e S p a c e Wh i t e m e l a m i n e in t e r i o r Tr a n s a c t i o n T o p Tr a n s a c t i o n T o p HC T r a n s a c t i o n T o p 2 ' - 6 " Fi l e s / S t o r a g e M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 5 : 5 3 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A450Enlarged Plans and Elevations -MiscellaneousDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1/2" = 1'-0"1 Lower Level Bathing Experience 1 / 2 " = 1 ' - 0 " 2 En l a r g e d P l a n - R e c p t i o n D e s k 1/2" = 1'-0"4 Interior Elevation - Reception Desk East 1 / 2 " = 1 ' - 0 " 5 In t e r i o r E l e v a t i o n - R e c e p t i o n D e s k N o r t h 1 / 2 " = 1 ' - 0 " 6 In t e r i o r E l e v a t i o n - R e c e p t i o n D e s k W e s t 1 / 2 " = 1 ' - 0 " 7 In t e r i o r E l e v a t i o n - R e c e p t i o n D e s k S o u t h 3 / 4 " = 1 ' - 0 " 3 Ca s e w o r k S e c t i o n - R e c e p t i o n D e s k No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 J J EF45 A45123A451Sim4A4515A451112BAccess PanelFirst Floor 0' - 0"Second Floor 15' - 0"3 A451Sim4 A451WT-4 T-4 T-4T-4Limestone caps typical 112B Fi r s t F l o o r 0' - 0 " Se c o n d F l o o r 15 ' - 0 " F 5 A4 5 1 Fo u n t a i n Eq u i p m e n t An t i c i p a t e d w a t e r l e v e l Th e s l o p e d w a t e r w a l l w i l l b e c o n s t r u c t e d a s f o l l o w s : 1. Co n s t r u c t a 1 6 g u a g e m e t a l s t u d f r a m e w o r k o f 6 ' s t u d s s p a c e d a t 1 6 " o n c e n t e r a n d b r a c e d la t e r a l l y w i t h b r i d g i n g a t 2 4 - 4 8 " o n c e n t e r . B r a c e t h e f r a m e w o r k t o t h e b a c k w a l l o f t h e e l e v a t o r sh a f t c h a s e e n c l o s u r e . 2. Sc r e w a n c h o r a l a y e r o f 3 / 4 " w a t e r r e s i s t a n t p l y w o o d t o t h e s u r f a c e o f t h e m e t a l f r a m e w o r k w i t h sr e w s a t 1 6 " o n c e n t e r s i d e t o s i d e a n d u p a n d d o w n t h e s t u d w a l l f r a m e w o r k . 3. Sc r e w a n d g l u e a 3 / 8 " l a y e r o f d e n s g l a s s p a n e l i ng o v e r t h e p l y w o o d t o c r e a t e a s u r f a c e r e a d y t o re c e i v e g l a s s c e r a m i c t i l e s . 4. Wr a p t h e s i d e w a l l s w i t h v i n y l w a l l c o v e r i n g o v e r w a t e r r e s i s t e n t d r y w a l l s u r f a c e s 5. Wr a p t h e t o p , b o t t o m a n d e d g e s o f t h e w a t e r w a l l s u r f a c e w i t h s t a i n l e s s s t e e l o r a l u m i n u m a n g l e s t o be c o m e e d g e f l a s h i n g . 6. In s t a l l g l a s s c e r a m i c t i l e s w i t h t h e m a n u f a c t u r e r ' s r e c o m m e n d e d a d h e s i v e a n d g r o u t i n t h e p a t t e r n as s h o w n o n t h e p l a n s . 7. In s t a l l s e a l a n t t o f i l l a n y c r a c k s a t t h e e d g e s , b o t t o m o r t o p o f t h e w a t e r w a l l . 1' - 6 " 8" 1' - 1 3 / 1 6 " 8" 4 ' - 6 " 2 3 ' - 4 1 3 / 1 6 " 4 " 4 ' - 0 1 / 2 " 1 1 / 2 " 1" 8" 1/ 2 " 9 1 / 2 " In s t a l l w a t e r f a l l s p r a y b a r a b o v e c e i l i n g Bu i l d i n g f l o o r s l a b 2 l a y e r s 6 0 M i l E P D M li n e r t o e x t e n d u p co n c r e t e w a l l s a n d te r m i n a t e u n d e r c a p st o n e s 4" C o n c r e t e p o o l sl a b t a p e r e d t o dr a i n In s t a l l w a t e r s t o p be t w e e n p o o l s l a b an d p o o l w a l l s Fi r s t F l o o r 0' - 0 " F 30 5 A4 5 1 Li m e s t o n e c a p t y p i c a l 1 1 / 2 " 1 ' - 4 1 / 2 " 1" 1' - 6 " 8" 4' - 0 " 8" 3' - 0 " 8" 7" 8" 4 " 2 ' - 0 1 / 2 " 1 1 / 2 " 1" 1/ 2 " 4 " 8 " 3 ' - 0 " 6 " 4 " A s R e q u i r e d 1 1 / 2 " 4 ' - 0 1 / 2 " 4 " Fo u n t a i n Eq u i p m e n t Sp i l l w a y w / st a i n l e s s s c u p p e r Re m o v a b l e Ac c e s s F l o o r - Fi b e r g l a s s o r si m i l a r c o r r o s i a n re s i s t a n t m a t e r i a l In s t a l l g a s k e t b e t w e e n a c c e s s fl o o r a n d s u p p o r t t o l i m i t wa t e r f l o w . 1 0 0 % w a t e r t i g h t s e a l no t r e q u i r e d St a i n l e s s s t e e l a n g l e s a n c h o r e d to c o n c r e t e w a l l s Bu i l d i n g f l o o r s l a b 2 l a y e r s 6 0 M i l E P D M li n e r t o e x t e n d u p co n c r e t e w a l l s a n d te r m i n a t e u n d e r c a p st o n e s 4" C o n c r e t e p o o l sl a b t a p e r e d t o dr a i n In s t a l l w a t e r s t o p be t w e e n p o o l s l a b an d p o o l w a l l s Co a t a l l c o n c r e t e su r f a c e s w i t h i n fo u n t a i n w i t h e p o x y pa i n t p r i o r t o in s t a l l i n g f i n a l f i n i s h e s pe r f i n i s h p l a n s 1/ 2 " Pu m p R e t u r n 11 " 3 " 1 1 / 2 " 3" Fi r s t F l o o r 0' - 0 " 4 A4 5 1 2' - 2 " 1' - 0 " 2' - 6 " 1' - 0 " 3' - 0 " 1' - 0 " 2' - 6 " 1' - 0 " 2' - 2 " 1' - 6 " 16 ' - 4 " 1' - 6 " 19 ' - 4 " 8 " 4 " 2 ' - 0 " 1 ' - 0 " 1 ' - 4 1 / 2 " T- 4 1" 8" 1/ 2 " 8" 9 1 / 2 " 1/ 2 " 11 " 1/ 2 " 2' - 2 " 1' - 0 " 2' - 6 " 1' - 0 " 3' - 0 " 1' - 0 " 2' - 6 " 1' - 0 " 2' - 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " Li m e s t o n e c a p s t y p i c a l 11 2 B Sp i l l w a y w i t h st a i n l e s s sc u p p e r Pu m p R e t u r n M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 2 : 4 8 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A451Enlarged Plans and Elevations -MiscellaneousDelta Faucet Headquarters ExpansionJELJMG11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1/4" = 1'-0"1 Enlarged Plan - Fountain 1/4" = 1'-0"2 Interior Elevation - Fountain 3 / 4 " = 1 ' - 0 " 3 En l a r g e d I n t e r i o r S e c t i o n - F o u n t a i n S p i l l w a y 3 / 4 " = 1 ' - 0 " 4 En l a r g e d I n t e r i o r S e c t i on - F o u n t a i n U p p e r B o w l Ov e r f l o w 3 / 4 " = 1 ' - 0 " 5 En l a r g e d I N t e r i o r S e c t io n - F o u n t a in U p p e r a n d Lo w e r B o w l S e p a r a t i o n W a l l No t e : Dr a w i n g o n t h i s s h e e t a r e f o r d e s i g n i n t e n t o n l y , c o n t r a c o r t o su b m i t s h o p d r a w i n g s f r o m f o u n t a i n m a n u f a c t u r e r / i n s t a l l e r fo r a p p r o v a l p r i o r t o p u r c h a s e o r i n s t a l l a t i o n o f a n y m a t e r i a l s No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 11 12 Sealant/horizontal expansion joint (wall beyond) Ex p a n s i o n j o i n t c o v e r - s e e sp e c i f i c a t i o n s a n d a d j u s t i n s t a l l h e i g h t to c o o r d i n a t e w i t h n e w a n d e x i s t i n g fl o o r f i n i s h e s 2"Existing floor structure Ne w c o n c r e t e f l o o r s l a b Ex i s t i n g c o n c r e t e f o u n d a t i o n w a l l Sl a b e d g e p e r s t r u c t u r a l d r a w i n g s Fl o o r f i n i s h p e r f i n i s h s c h e d u l e Align new floor finish and expansion joint with existing floor finish No t e : If e x i s t i n g f l o o r d a m a g e c a u s e d b y w a l l d e m o l i t i o n c a n n o t b e c o v e r e d w i t h e x p a n s i o n jo i n t t h e n t h e e x i s t i n g f l o o r s h o u l d b e s a w c u t a n d r e m o v e d t o 1 ' - 0 " b e y o n d e x p a n s i o n jo i n t a n d n e w f l o o r i n g t o m a t c h t h e a d j a c e n t n e w c o n s t r u c t i o n s h a l l b e i n s t a l l e d i n i n t s pl a c e w i t h t h e a p p r o p r i a t e s c h l u t e r t r a n s i t i o n b e t w e e n n e w a n d o l d Existing floor structure Sealant/horizontal expansion join (wall beyond)t2" Ne w c o n c r e t e f l o o r s l a b Ex p a n s i o n j o i n t c o v e r - s e e s p e c i f i c a t i o n s an d a d j u s t i n s t a l l h e i g h t t o c o o r d i n a t e w i t h ne w a n d e x i s t i n g f l o o r f i n i s h e s Wa l l e x p a n s i o n j o i n t c o v e r ( b e y o n d ) No t e : If e x i s t i n g f l o o r d a m a g e c a u s e d b y w a l l d e m o l i t i o n c a n n o t b e c o v e r e d w i t h e x p a n s i o n jo i n t t h e n t h e e x i s t i n g f l o o r s h o u l d b e s a w c u t a n d r e m o v e d t o 1 ' - 0 " b e y o n d e x p a n s i o n jo i n t a n d n e w f l o o r i n g t o m a t c h t h e a d j a c e n t n e w c o n s t r u c t i o n s h a l l b e i n s t a l l e d i n i n t s pl a c e w i t h t h e a p p r o p r i a t e s c h l u t e r t r a n s i t i o n b e t w e e n n e w a n d o l d Slab edge per structural drawings 8 " 2" Ex i s t i n g r o o f s t r u c t u r e Ca n t S t r i p Ex t e n d e x i s t i n g m e m b r a n e u p n e w wa l l a n d f l a s h b e h i n d m e t a l p a n e l s Co r r u g a t e d m e t a l w a l l p a n e l s ov e r 1 " Z I P B o a r d o n 6 " m e t a l st u d s Ro o f e d g e f l a s h i n g w i t h co n c e a l e d f a s t e n e r s Ex t e n d r o o f e d g e f l a s h i n g a n d fi n i s h t o e x p a n s i o n j o i n t Wo o d b l o c k i n g a s r e q u i r e d Ro o f e x p a n s i o n j o i n t c o v e r - se e s p e c i f i c a t i o n s TP O r o o f m e m b r a n e o v e r pr o t e c t i o n b o a r d a n d ta p e r e d i n s u l a t i o n Ex t e r i o r w a l l e x p a n s i o n j o i n t (b e y o n d ) In s t a l l e x p a n s i o n j o i n t i n l a y in c e i l i n g a n d g y p s u m b o a r d an d s t u d b u l k h e a d s Ba s e c l o s u r e a n d f l a s h i n g p e r m e t a l pa n e l m a n u f a c t u r e r re c o m m e n d a t i o n s De c k e d g e p e r s t r u c t u r a l d r a w i n g s No t e : If e x i s t i n g f l o o r d a m a g e c a u s e d b y w a l l d e m o l i t i o n c a n n o t b e c o v e r e d w i t h e x p a n s i o n jo i n t t h e n t h e e x i s t i n g f l o o r s h o u l d b e s a w c u t a n d r e m o v e d t o 1 ' - 0 " b e y o n d e x p a n s i o n jo i n t a n d n e w f l o o r i n g t o m a t c h t h e a d j a c e n t n e w c o n s t r u c t i o n s h a l l b e i n s t a l l e d i n i n t s pl a c e w i t h t h e a p p r o p r i a t e s c h l u t e r t r a n s i t i o n b e t w e e n n e w a n d o l d Ex i s t i n g f l o o r s t r u c t u r e Ne w c o n c r e t e f l o o r s l a b Ti e n e w s l a b i n t o e x i s t i n g sl a b p e r s t r u c t u r a l d r a w i n g s Co v e r j o i n t a n d a n y e x i s t i n g fi n i s h d a m a g e w i t h t h r e s h o l d wi t h m a x i m u m v e r t i c a l b a r r i e r t o me e t A D A r e q u i r e m e n t s Ne w d o o r a n d t h r e s h o l d p e r d o o r s c h e d u l e M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 2 : 4 9 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A500Expansion Joint DetailsDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 3" = 1'-0"1 First Floor Expansion Joint Detail 3" = 1'-0"2 Second Floor Expansion Joint Detail 3 " = 1 ' - 0 " 3 Co n n e c t o r R o o f E x pa n s i o n J o i n t D e t a i l No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 3 " = 1 ' - 0 " 4 Lo w e r L e v e l E x p a n si o n J o i n t D e t a i l 11 3" 6" 1/ 8 " M a x 6 1 / 2 " 2 1 / 2 " S h i m a s R e q u i r e d 2 " 1 " 1 1 5 / 1 6 " 9 / 1 6 " Al i g n t o p o f i n t e r i o r si l l t r i m w i t h f r a m e Pa i n t f l a s h i n g t o m a t c h cu r t a i n w a l l f r a m e 9/ 1 6 " Ap p l y c o n t i n u o u s se a l a n t a r o u n d pe r i m e t e r o f f r a m e Tr e a t e d w o o d sh i m Al i g n f a c e o f c u r t a i n wa l l f r a m e w i t h f a c e o f fo u n d a t i o n w a l l Pa i n t f l a s h i n g t o m a t c h cu r t a i n w a l l f r a m e 2 1 / 2 " S h i m a s r e q ' d Tr e a t e d w o o d s h i m Al i g n f a c e o f s t u d w i t h fa c e o f c u r t a i n w a l l f r a m e 5/8" 6" 6" No t e : If 7 " d e e p f r a m e s ar e r e q u i r e d u s e 3 5 / 8 " m e t a l s t u d s i n pl a c e o f 6 " m e t a l s t u d s a n d a l ig n i n t e r i o r f a ce o f s t u d s . Ap p l y c o n t i n u o u s se a l a n t a r o u n d pe r i m e t e r o f f r a m e 2" 1" 2 " Ap p l y c o n t i n u o u s s e a l a n t al o n g b o t t o m e d g e o f pr e c a s t c o n c r e t e Pr e c a s t p a n e l s u p p l i e r t o pr o v i d e w e l d p l a t e l o c a t i o n s an d r e c o m m e n d e d s t e e l re q u i r e d f o r p r o p e r s u p p o r t by b u i l d i n g s t r u c t u r a l s t e e l 8" 1" 6" 5/ 8 " Install flashing into glazing pocket with aluminum panel Bolt support angle to aluminum panel and install treated blocking as required on either side of panel Support beam attachment clip (beyond)Second Floor 15' - 0" 5 1 / 2 " 8 1 / 2 " 8 " In s t a l l m e t a l f l a s h i n g u n d e r li m e s t o n e c a p a n d e x t e n d o v e r t o p of s t o n e w a l l a n d r o o f m e m b r a n e Jo i n t s i n l i m e s t o n e c a p t o a l i g n w i t h ce n t e r l i n e o f r a i l i n g p o s t - a d d i t i o n a l jo i n t s m a y b e r e q u i r e d a n d s h o u l d be e v e n l y s p a c e d b e t w e e n p o s t s Tu r n r o o f m e m b r a n e u p a n d te r m i n a t e o n t o p o f c o n c r e t e c u r b Po u r c o n c r e t e c u r b i n t e g r a l w i t h st r u c t u r a l d e c k Co r e o r s l e e v e h o l e s i n c u r b a t ra i l i n g p o s t l o c a t i o n a n d e m b e d po s t s i n t o c u r b w i t h e p o x y g r o u t 1" 1" Fi n i s h e d p a v e r h e i g h t t o b e 1 / 4 " be l o w f i n i s h f l o o r l e v e l a n d t o p o f co n c r e t e c u r b 1' - 2 " 3 1 / 2 " 2 1 / 2 " 1 H o u r r a t e d s p r a y ap p l i e d f i r e p r o o f i n g on b o t t o o m o f r o o f de c k i n g a n d su p p o r t i n g s t e e l Ex i s t i n g F i r s t F l o o r 0' - 0 " Fi r s t F l o o r 0' - 0 " 5 1 / 2 " 2 " Ad h e r e d m a n u f a c t u r e r s t o n e ve n e e r i n m o r t a r s e t t i n g b e d o v e r mo r t a r s c r a t c h c o a t w i t h m e t a l l a t h In s t a l l 2 l a y e r s o f w e a t h e r r e s i s t a n t ba r r i e r b e t w e e n m o r t a r s e t t i n g b e d an d e x t e r i o r g r a d e s h e a t h i n g 2" 1/ 8 " 1/ 2 " 7/ 1 6 " 6" 5/ 8 " 1 " M i n Ex t e n d f l a s h i n g t r a n s i t i o n be l o w t o p o f f o u n d a t i o n An c h o r p a i n t e d s t e e l a n g l e s in t o f o u n d a t i o n w a l l s t o su p p o r t b a r g r a t i n g a b o v e ar e a w a y First Floor 0' - 0"Wrap bottom of sheathing with exterior grade aluminum "J" moldingCorrugated metal wall panels over 1" ZIP Board on 6" metal studs Base closure and flashing per metal panel manufacturer recommendations Align face of stud with face of existing foundation wall & slab5/8"6"1"2 1/4" Se c o n d F l o o r 15 ' - 0 " Tu r n r o o f m e m b r a n e u p s l a b e d g e an d t e r m i n a t e u n d e r c u r t a i n w a l l Fi n i s h e d p a v e r h e i g h t t o b e 1 / 4 " be l o w f i n i s h f l o o r l e v e l a n d t o p o f co n c r e t e c u r b Pa i n t f l a s h i n g t o m a t c h cu r t a i n w a l l f r a m e 2 1 / 2 " S h i m a s r e q ' d Tr e a t e d w o o d s h i m Ap p l y c o n t i n u o u s se a l a n t a r o u n d pe r i m e t e r o f f r a m e In s t a l l b l o c k i n g a s re q u i r e d t o f i l l g a p be t w e e n s t r u c t u r a l sl a b s Ex t e n d f l a s h i n g t o b e l o w p a v e r s t o pr o t e c t r o o f m e m b r a n e f r o m d a m a g e 1 H o u r r a t e d s p r a y ap p l i e d f i r e p r o o f i n g on b o t t o o m o f r o o f de c k i n g Se c o n d F l o o r 15 ' - 0 " I Li m e s t o n e c a p a n d de c o r a t i v e m e t a l ra i l i n g b e y o n d Al i g n l a n d i n g o f de c o r a t i v e s t a i r w i t h fi n i s h f l o o r / t o p o f c u r b 2"1/ 8 " 1/ 2 " 7/ 1 6 " 6" 5/ 8 " In s t a l l te r m i n a t i o n b a r as h i g h o n c u r b as p o s s i b l e Fi n i s h p a v e r h e i g h t t o be 1 / 4 " b e l o w f i n i s h fl o o r a n d t o p o f co n c r e t e c u r b In s t a l l f l a s h i n g a b o v e s t o n e v e n e e r 1' - 8 5 / 8 " Al i g n f a c e s t o n e v e n e e r w i t h f a c e o f st r u c t u r a l c o n c r e t e Threshold to meet ADA requirements - install sealant below exterior edge of threshold Se c o n d F l o o r 15' - 0" M u s t m e e t A D A 1 / 2 " M a x a t P l a z a D e c k 1 / 4 " T y p i c a l In s t a l l r o o f m e m b r a n e wi t h r o o m f o r m o v e m e n t be t w e e n s l a b s In s t a l l b l o c k i n g a s re q u i r e d t o f i l l g a p be t w e e n s l a b s Ap p l y s e a l a n t u n d e r t h r e s h o l d at e d g e o f i n t e r i o r s l a b In s t a l l c o n t i n u o u s f l a s h i n g t o pr o t e c t m e m b r a n e b e t w e e n ed g e o f s l a b a n d p a v e r s In s t a l l t r e a t e d b l o c k i n g a s re q u i r e d t o s e c u r e m e t a l st u d s Ap p l y s e a l a n t a r o u n d e n t i r e pe r i m e t e r o f g y p s u m o p e n i n g Ap p l y s e a l a n t a r o u n d e n t i r e pe r i m e t e r o f c u r t a i n w a l l In s t a l l f l a s h i n g a b o v e c u r t a i n wa l l a n d t u r n u p b e h i n d bl o c k i n g Pr e c a s t p a n e l m a n u f a c t u r e r t o p r o v i d e ad d i t i o n a l r e i n f o r c i n g a s r e q u i r e d f o r in s t a l l a t i o n o f t h e c a n o p y a n c h o r a g e Al i g n b o t t o m o f c a n o p y s u p p o r t b e a m wi t h b o t t o m o f p r e c a s t p a n e l Ca n o p y s u p p o r t b e a m a n c h o r a g e (b e y o n d ) Se e D e t a i l 1 2 / A 5 0 1 f o r n o t e s co n c e r n i n g c u r t a i n w a l l f l a s h i n g Al i g n b o t t o m o f t e r m i n a t i o n b a r w i t h to p o f c a n o p y f a c i a M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 2 : 5 1 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A501Exterior Flashing DetailsDelta Faucet Headquarters ExpansionJELJMG11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 3 " = 1 ' - 0 " 5 Ty p i c a l C u r t a i n W a l l o v e r Pr e c a s t F l a s h i n g D e t a i l 3 " = 1 ' - 0 " 2 Ty p i c a l C u r t a i n W a l l B a s e F l a s h i n g D e t a i l 3 " = 1 ' - 0 " 3 Ty p i c a l P r e c a s t a t F o un d a t i o n F l a s h i n g D e t a i l 3" = 1'-0"6 Canopy at Curtain Wa ll Flashing Detail 3 " = 1 ' - 0 " 7 Pl a z a D e c k R a i l i n g E d g e F l a s h i n g D e t a i l 3 " = 1 ' - 0 " 4 St o n e V e n e e r B a s e F l a s h i n g D e t a i l 3" = 1'-0"1 Corrigated Metal Panel Base Flashing Detail 3 " = 1 ' - 0 " 8 Pl a z a D e c k a t C u r t a i n Wa l l F l a s h i n g D e t a i l 3 " = 1 ' - 0 " 9 Pl a z a D e c k a t S t ai r F l a s h i n g D e t a i l 3" = 1'-0"10 Typical Door Threshold Detail 3 " = 1 ' - 0 " 11 Ro o f D e c k T h r e s h o l d D e t a i l 3 " = 1 ' - 0 " 12 Ty p i c a l P r e c a s t o v e r C u r t ai n w a l l F l a s h i n g D e t a i l 3 " = 1 ' - 0 " 13 Ca n o p y a t P r e c a s t F l a s h i n g D e t a i l No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 11 11 11 Ro o f P l a n 57 ' - 0 " C In s t a l l d o o r t h r e s h o l d o v e r m e t a l fl a s h i n g a n d m e m b r a n e f l a s h i n g w i t h se a l a n t a t e x t e r i o r e d g e o f t h r e s h o l d Treated 2x sleepers at 16" O.C. with 3/4" APA rated plywood sheathing for stair landing Treated blocking as required to support door and fill gap to sloped structure 8 " Ex t e n d m e t a l w a l l p a n e l b o t t o m cl o s u r e o v e r e d g e o f p r e c a s t b e l o w Ap p l y Z I P t a p e o v e r m e t a l w a l l p a n e l bo t t o m c l o s u r e a t t a c h m e n t l e g Ty p i c a l 4 " f l a s h i n g ex p o s u r e w i t h d r i p l e g C 4" t y p i c a l f l a s h i n g ex p o s u r e o n g r a v e l s t o p Install furring around structure as reqquired using metal studs and gypsum board and apply firestopping as required to protect structural steel with 1 hour fire rated enclosure Furring of angled supports (beyond) In s t a l l t y p i c a l m e t a l w a l l p a n e l ba s e f l a s h i n g a b o v e d o o r f r a m e 1 Hour rated spray applied fire proofing on bottom of all roof decks Ro o f P l a n 57 ' - 0 " 7 A5 0 2 6 A5 0 2 5 Ma t c h p a r a p e t c a p c o l o r f o r co n d u c t o r h e a d a n d d o w n s p o u t 7 In s t a l l m e t a l f l a s h i n g f r o m r o o f t o b e l o w co n d u c t o r h e a d b o x a n d a t t a c h t o w a l l w i t h co n c e a l e d c l i p f a s t e n e r In s t a l l m e t a l f l a s h i n g f r o m r o o f t o i n s i d e o f co n d u c t o r h e a d b o x a n d a t t a c h t o w a l l w i t h co n c e a l e d c l i p f a s t e n e r Co n d u c t o r h e a d a n d d o w n s p o u t f i n i s h t o ma t c h m e t a l f l a s h i n g a r o u n d u p p e r r o o f Ro o f e d g e f l a s h i n g ( b e y o n d ) In s t a l l b l o c k i n g a s r e q u i r e d a n d e x t e n d pr o t e c t i o n b o a r d t o e d g e o f c o n d u c t o r h e a d Fl a s h r o o f m e m b r a n e i n t o c o n d u c t o r h e a d us i n g p r o d u c t e s a n d m e t h o d s a p p r o v e d b y t h e me m b r a n e m a n u f a c t u r e r t o m a i n t a i n w a r r a n t y 2 " M i n Pl a c e s p l a s h b l o c k o n r o o f a t ab a s e o f d o w n s p o u t In s t a l l t y p i c a l m e t a l wa l l p a n e l b a s e fl a s h i n g - H o l d p a n e l s ab o v e r o o f m e m b r a n e M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 2 : 5 2 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A502Exterior Flashing DetailsDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 3" = 1'-0"1 Stair 1 Lower Roof Fl ashing Detail at Door 3 " = 1 ' - 0 " 2 St a i r 1 W a l l A b o v e P a ra p e t F l a s h i n g D e t a i l 3" = 1'-0"4 Stair 1 Upper Roof Flashing Detail 3 / 4 " = 1 ' - 0 " 3 En l a r g e d S e c t i o n - S t a i r 1 I n t e r i o r W a l l A b o v e Ro o f 3 " = 1 ' - 0 " 6 Co n d u c t o r H e a d D e t a i l 3 " = 1 ' - 0 " 5 St a i r 1 L o w e r R o o f F l a s h i n g D e t a i l No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 11 11 1 2 3445 6 78917 5 56 67 7 2 34 4 4 4 1 9 17 5 1 2 34 7 4 6 89 17 5 5697 6 1 7 2 3 4 4 4 4 17 321101059 6 11 4 4 12 1317 Se c o n d F l o o r 15 ' - 0 " Sl a b e d g e p e r s t r u c t u r a l dr a w i n g s Ex t e n d g y p s u m b o a r d fr o m b u l k h e a d p a s t f a c e o f sl a b e d g e a n d r e t e r n t o ra i l i n g s h o e Ra i l i n g s h o e - A n c h o r pe r m a n u f a c t u r e r re c o m m e n d a t i o n s Ra i l i n g s h o e c l a d d i n g to m a t c h i n t e r i o r wi n d o w f r a m e f i n i s h 6" M i n St o p f l o o r f i n i s h a t ra i l i n g s h o e 14 15 39 5 16 216744 17 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 2 : 5 3 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A503Shaft and Floor Intersection DetailsDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 3" = 1'-0"1 Shaft and Floor Inters ection Detail - A 3 " = 1 ' - 0 " 2 Sh a f t a n d F l o o r I n t e r s ec t i o n D e t a i l - B 3 " = 1 ' - 0 " 3 Sh a f t a n d F l o o r I n t e r s e c t i o n D e t a i l - C 3 " = 1 ' - 0 " 4 Sh a f t a n d F l o o r I n t e r s e c t i o n D e t a i l - D 3" = 1'-0"5 Shaft and Floor Inters ection Detail - E 3 " = 1 ' - 0 " 7 Ra i l i n g P o s t A n c h o r a g e a t A t r i u m D e t a i l Ke y n o t e L e g e n d 1 C o n c r e t e S l a b - S e e S t r u c t u r a l 2 S t e e l D e c k i n g - S e e S t r u c t u r a l 3 S t e e l B e a m - S e e S t r u c t u r a l D r a w i n g s 4 1 / 2 " T y p e " X " G y p s u m W a l l b o a r d 5 F i r e s t o p p i n g 6 1 " G y p s u m W a l l b o a r d 7 2 - 1 / 2 " C H M e t a l S t u d 8 C l i p w a l l t o s t r u c t u r e a s r e q u i r e d - f i r e s t o p a n y p e n e t ra t i o n s o f r a t e d a s s e m b l y a s r e q u i r e d t o m a i n t a i n UL r a t i n g 9 C o o r d i n a t e s l a b e d g e w i t h s t r u c t u r a l d r a w i n g s 10 D o o r a n d a c c e s s o r i e s i n c l u d i n g t h r e s h o l d a n d s u p p o r t s b y e l e v a t o r m a n u f a c t u r e r 11 6 " C H M e t a l S t u d 12 7 / 8 " H a t C h a n n e l 13 1 L a y e r 5 / 8 " G y p s u m B o a r d 14 D u c t w o r k - S e e M e c h a n i c a l 15 D u c t I n s u l a t i o n - S e e M e c h a n i c a l 16 D u c t w o r k i n s t a l l e r t o f a b r i c a t e s h e e t m e t a l a s r e q u i r e d t o s u p p o r t f i r e s t o p p i n g - f o l l o w c u r r e n t SM A C N A s t a n d a r d s f o r e d g e f i n i s h i n g a n d a t t a c h m e n t 17 S p r a y e d - O n F i r e p r o o f i n g - T h i c k n e s s p e r S p e c i f i c a t i o n s a n d M a n u f a c t u r e r t o m a i n t a i n a 1 H o u r F i r e Ra t i n g No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 3 " = 1 ' - 0 " 6 Sh a f t a n d f l o o r I n t e r s e c t i o n D e t a i l - F 11 G57B 7B 7B7BPer planEQ EQ Per PlanEQEQX X C 5 XXEQ EQ P e r P l a n 3 3 / 8 " 1' - 0 " 3 3 / 8 " Ve r i f y i n F i e l d Se c o n d F l o o r Sl a b E d g e Pe r P l a n in FieldVerify 7B 7B 7B 7B 4 A. 4 8A 1E 8A 8A 1E Pe r S t r u c t u r a l F o u n d a t i o n W a l l 1 ' - 0 " P e r S t r u c u t r a l Fu r r i n g C h a n n e l s A p p l i e d Di r e c t l y t o C o l u m n F a c e 1 / 2 " A i r s p a c e B 2 Fo u n d a t i o n W a l l 1' - 0 " Pe r S t r u c t u r a l 1 ' - 0 " P e r S t r u c t u r a l 1 / 2 " A i r s p a c e 1E 8A 8A 8A 8A 1E 1/ 2 " A i r s p a c e Fu r r i n g C h a n n e l s A p p l i e d Di r e c t l y t o C o l u m n F a c e 2 A. 4 1E 8A 8A 1E Fo u n d a t i o n W a l l 1' - 0 " Pe r S t r u c t u r a l F o u n d a t i o n W a l l 1 ' - 0 " P e r S t r u c t u r a l 1 / 2 " A i r s p a c e 1/ 2 " A i r s p a c e Fu r r i n g C h a n n e l s A p p l i e d Di r e c t l y t o C o l u m n F a c e E1 Face of Wall Above and Below Window OpeningFinish Furring to Face of Wall Above and Below OpeningWrap Furring Around Column at OpeningVIF5 3/8"VIFEQEQ EQEQPer PlanPer Plan 7B 7B 7B1A 1APrecast Panel Below A 2 Pr e c a s t P a n e l B e l o w Fa c e o f W a l l A b o v e a n d Be l o w W i n d o w O p e n i n g Fi n i s h F u r r i n g t o F a c e o f W a l l Ab o v e a n d B e l o w O p e n i n g Wr a p F u r r i n g A r o u n d Co l u m n a t O p e n i n g VI F 5 3 / 8 " VI F EQ EQ Pe r P l a n V I F V I F 5 3 / 8 " E Q E Q P e r P l a n 7B 1A 7B 1A H411 3/4"9"4"8"5 3/4"6A7B7B 6A10C10C 7B 1' - 10"1' - 2 5/8"9" G 6 R 1 ' - 0 " 7B 7B Ar c h i t e c t u r a l m e t a l c o l u m n co v e r - s e e s p e c i f i c a t i o n s 4 A. 4 Fi n i s h g y p s u m t o ex p o s e d s t r u c t u r e a n d pa i n t s t r u c t u r e w i t h P T - 3 8" 6" E Q E Q P e r P l a n Pr e c a s t P a n e l B e l o w Fa c e o f W a l l A b o v e a n d Be l o w W i n d o w O p e n i n g Fi n i s h F u r r i n g t o F a c e of W a l l A b o v e a n d Be l o w O p e n i n g Wr a p F u r r i n g Ar o u n d C o l u m n a t Op e n i n g M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 2 : 5 4 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A530Plan DetailsDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1" = 1'-0"1 Typical Column Encl osure - Free Standing 1 " = 1 ' - 0 " 2 Ty p i c a l C o l u m n E n c l o s u r e - A t r i u m 1 " = 1 ' - 0 " 3 Ty p i c a l C o l u m n E n c l o s u r e - L o w e r L e v e l Pe r i m e t e r 1 " = 1 ' - 0 " 4 Ty p i c a l C o l u m n E n c l o s u r e - L o w e r L e v e l I n s i d e Co r n e r 1 " = 1 ' - 0 " 5 Ty p i c a l C o l u m n E n c l o s u r e - L o w e r L e v e l O u t s i d e Co r n e r 1" = 1'-0"6Typical Column Enclosure - Curtain Wall with Interior Sill 1 " = 1 ' - 0 " 7 Ty p i c a l C o l u m n E n c l o s u r e - C u r t a i n W a l l C o r n e r wi t h I n t e r i o r S i l l 1" = 1'-0"9 Column Enclosure Detail - Lower Level H-4 1 " = 1 ' - 0 " 8 Ty p i c a l C o l u m n E n c l o s ur e D e t a i l - F i r s t F l o o r Ro u n d 1 " = 1 ' - 0 " 10 Co l u m n E n c l o s u r e D e t a i l - T h i r d F l o o r A . 4 - 4 a n d A. 4 - 5 No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 11 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 2 / 4 / 2 0 1 5 1 1 : 3 2 : 3 4 A M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A601Room Finish LegendDelta Faucet Headquarters ExpansionJELJEL11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 Fi n i s h L e g e n d Co d e M a t e r i a l D e s c r i p t i o n Ma n u f a c t u r e r S t y l e / C o l o r Name/Number Comments Ce i l i n g M a t e r i a l s AC T - 1 A C O U S T I C A L CE I L I N G No t U s e d AC T - 2 A C O U S T I C A L CE I L I N G AC O U S T I C A L CE I L I N G T I L E AR M S T R O N G D U N E - 2 4 X 24 - S Q U A R E L A Y - I N ( 1 5 / 1 6 " ) W H I T E AC T - 3 A C O U S T I C A L CE I L I N G AC O U S T I C A L CE I L I N G T I L E AR M S T R O N G M E T A L W O R K S - C O N C E A L E D G U N M E T A L - GREY PERFORATED (M3) - USE WITH ARMSTRONG FLUSH TEGULAR 15/16" GRID SYSTEM (SG); USE WITH AXIOM CLASSIC TRIM AC T - 4 A C O U S T I C A L CE I L I N G No t U s e d AC T - 5 A C O U S T I C A L CE I L I N G AC O U S T I C A L CE I L I N G T I L E AR M S T R O N G T E C H Z O N E W / O P T I M A ( 9 / 1 6 " ) W H I T E AC T - 6 A C O U S T I C A L CE I L I N G AC O U S T I C A L CE I L I N G T I L E AR M S T R O N G U L T I M A - T E G U L A R ( 9 / 1 6 " ) W H I T E AC T - 7 A C O U S T I C A L CE I L I N G AC O U S T I C A L CE I L I N G T I L E AR M S T R O N G W O O D W O R K S - G R I L L WALNUT/BPWWGWN BACKER (5664); 1-3/8" 8 BLADES Fl o o r M a t e r i a l s CP T - 1 C A R P E T T I L E M I L L I K E N S O U N D & F U R Y - I N T E N S I T Y I N304 STEREO USE WITH RB-1; MONOLITHIC INSTALL CP T - 2 C A R P E T T I L E M I L L I K E N S O U T H E R N A N A L O G D R 3 5 2 5 - 9 ( 4 9 / 56)/P25 USE WITH RB-3; QUARTER-TURN INSTALL; 50CM x 50CM CP T - 3 C A R P E T T I L E M I L L I K E N A L L E G O R Y - S T A N Z A S T A 1 3 3 - 1 7 4 L E X I S U S E W I T H R B - 4 ; M O N O L I T H I C I N S T A L L CP T - 4 C A R P E T T I L E M I L L I K E N A L L E G O R Y - B A L L A D B L D 1 3 3 - 174 LEXIS USE WITH RB-4; MONOLITHIC INSTALL CP T - 5 C A R P E T T I L E M I L L I K E N O B E X - Q U A D R U S - G R A V I T Y LIF144-27 BOUNDARY MONOLITHIC INSTALLATION C- 1 C O N C R E T E N O F I N I S H RE Q U I R E D C- 2 C O N C R E T E S E A L A N T / S T A I N STAIN TO BE DETERMINED BY ARCHITECT &DESIGNER C- 3 C O N C R E T E E P O X Y P A I N T COLOR AND SLIP RESITANCE TO BE DETERMINED BY ARCHITECT & DESIGNER T- 1 F L O O R T I L E N A T U R A L S T O N E A N D TI L E VA L M A L E N C O - N A T U R A L B I A N C O 1 2 " X 2 4 " , B R I C K A S H L A R I N S T A L L A T I O N T- 1 A F L O O R T I L E N A T U R A L S T O N E A N D TI L E VA L M A L E N C O - G L O S S B I A N C O 1 2 " X 1 2 " , R A N D O M M I X W I T H " T - 1 " , A P P R O X . EVERY 12' T- 1 B F L O O R T I L E N A T U R A L S T O N E A N D TI L E VA L M A L E N C O - N A T U R A L B I A N C O 1 2 " X 1 2 " , P A T T E R N W I T H " T - 1 " P E R P L A N T- 2 F L O O R T I L E N A T U R A L S T O N E A N D TI L E MO D U S - N A T U R A L N O C E 1 2 " X 2 4 " , B R I C K A S H L A R I N S T A L L A T I O N T- 3 F L O O R T I L E N A T U R A L S T O N E A N D TI L E FL A I R - 7 - N A T U R A L E L E G A N C E 1 2 " X 2 4 " , B R I C K A S H L A R I N S T A L L A T I O N ; BATHING EXPERIENCE T- 4 F L O O R T I L E N A T U R A L S T O N E A N D TI L E VA L M A L E N C O - N A T U R A L N E R O 1 2 " X 2 4 " , B R I C K A S H L A R I N S T A L L A T I O N T- 5 F L O O R T I L E N A T U R A L S T O N E A N D TI L E 5T H A V E N U E B L A C K C H I C W A V E S 1 2 " X 2 4 " , R E C T I F I E D , M O N O L I T H I C I N S T A L L T- 6 F L O O R T I L E W A L K O F F T I L E MAX PANEL 34"X119", USE WITH RB-2 GR - 1 G R O U T M A P E I S T A N D A R D 9 3 W A R M G R A Y U S E W / T I L E T - 1 , T - 1 A & W T - 2 GR - 2 G R O U T M A P E I S T A N D A R D 4 2 M O C H A U S E W / T I L E T - 2 GR - 3 G R O U T M A P E I S T A N D A R D 1 0 B L A C K U S E W / T I L E T - 3 & T - 5 GR - 4 G R O U T M A P E I S T A N D A R D 4 7 C H A R C O A L U S E W / T I L E T - 4 GR - 5 G R O U T M A P E I S T A N D A R D 1 4 B I S C U I T U S E W / T I L E W T - 1 RB - 1 R U B B E R B A S E J O H N S O N I T E 4 " C O V E R U B B E R B A S E 2 9 M O O N R O C K RB - 2 R U B B E R B A S E J O H N S O N I T E 4 " C O V E R U B B E R B A S E 6 9 S T E R L I N G S I L V E R RB - 3 R U B B E R B A S E J O H N S O N I T E 4 " C O V E R U B B E R B A S E 4 0 B L A C K RB - 4 R U B B E R B A S E J O H N S O N I T E 4 " C O V E R U B B E R B A S E 4 4 D A R K B R O W N R- 1 R U B B E R F L O O R T I L E J O H N S O N I T E S O L I D C O L O R R U B B E R T I L E F L O O R I N G - B A M B O O PA T T E R N 29 MOON ROCK 24"X24" VT - 1 V I N Y L T I L E W O O D V I N Y L PL A N K RO P P E N O R T H E R N T I M B E R S 0 4 2 V O O D O O B E E C H 4 " x 3 6 " WB - 1 W A L L B A S E N A T U R A L S T O N E A N D TI L E VA L M A L E N C O - B U L L N O S E B I A N C O 3 " X 2 4 " WB - 2 W A L L B A S E N A T U R A L S T O N E A N D TI L E MO D U S - B U L L N O S E N O C E 3 " X 2 4 " WB - 3 W A L L B A S E N A T U R A L S T O N E A N D TI L E FL A I R - 7 - B U L L N O S E E L E G A N C E 3 " X 2 4 " WB - 4 W A L L B A S E N A T U R A L S T O N E A N D TI L E VA L M A L E N C O - B U L L N O S E N E R O 3 " X 2 4 " WB - 5 W A L L B A S E N A T U R A L S T O N E A N D TI L E 5T H A V E N U E - B U L L N O S E B L A C K C H I C W A V E S 3 . 7 5 " X 2 4 " Ot h e r M a t e r i a l s GW - 1 G R E E N W A L L G R E E N W A L L S U C C U L E N T S F I N A L S E L E C T I O N B Y O W N E R LP - 1 L I G H T P A N E L F O R M S & S U R F A C E S L I G H T P A N E L C U STOM TRANSOM LIGHT PANEL, IMAGE PROVIDED BY OWNER PL - 1 P L A S T I C L A M I N A T E A R B O R I T E D A R K S U G A R C A N E W - 4 3 4 R M PL - 2 P L A S T I C L A M I N A T E F O R M I C A C H E S T N U T W O O D L I N E 5 8 8 4 - 5 8 PL - 3 P L A S T I C L A M I N A T E W I L S O N A R T S K Y L I N E W A L N U T 7 9 6 4 K - 1 2 PL - 4 P L A S T I C L A M I N A T E F O R M I C A W H I T E A S H 8 8 4 1 - 5 8 PL - 5 P L A S T I C L A M I N A T E B E L L A L A M I N A T I C A R O L I N A L E A F W O O D - L U C I D A P W - 6 6 0 4 ( Q T Y 1 - 9 ) 4 ' x 1 0 ' PL - 6 P L A S T I C L A M I N A T E M E T A L - A R T 6 1 9 - M T A X I S B R U S H E D B R O N Z E 4 ' x 1 0 ' S H E E T S PL - 7 P L A S T I C L A M I N A T E F O R M I C A S O R R E L C H E R R Y 5 8 8 6 - 4 3 R E S T R O O M P A R T I T I O N S SS - 1 S O L I D S U R F A C E Q U A R T Z C A M B R I A W A T E R S T O N E C O L L E C T I O N N E W Q U A Y SS - 2 S O L I D S U R F A C E Q U A R T Z C A M B R I A M A R B L E C O L L E C T I O N T O R Q U A Y SS - 3 S O L I D S U R F A C E Q U A R T Z C A M B R I A J E W E L C O L L E C T I O N C H A R S T O N SR - 1 S T A I R T R E A D J O H N S O N I T E R U B B E R T R E A D - B A M B O O P A T T E R N 2 9 M O O N R O C K SR - 2 S T A I R R I S E R J O H N S O N I T E R U B B E R R I S E R - B A M B O O P A T T E R N 2 9 M O O N R O C K SR - 3 S T A I R S T R I N G E R J O H N S O N I T E R U B B E R S T R I N G E R - B A M B O O P A T T E R N 2 9 M O O N R O C K TP - 1 T O I L E T P A R T I T I O N S B O B R I C K 1 0 8 6 S E R I E S S O L I D P H E N O L I C F O R M I C A S O R R E L CHERRY 5886-58FLOOR-TO-CEILING Wa l l M a t e r i a l s GL - 1 0 G L A S S 3 F O R M I N F I N I T E G L A S S - P R E S S E D , 5 / 1 6 " T H ICKNESS GRADIENT-LOW IRON BAT HING EXPERIENCE (FUTURE) PT - 1 P A I N T B E H R P R E M I U M P L U S I N T E R I O R N 3 6 0 - 2 S I L V E R M A R L I N 2 5 0 - 4 0 0 S F C O V E R A G E ; G E N E R A L P A I N T PT - 2 P A I N T B E H R P R E M I U M P L U S I N T E R I O R N 3 6 0 - 3 S T ILL GRAY 250-400 SF COVERAGE; TRIM PAINT PT - 3 P A I N T B E H R P R E M I U M P L U S I N T E R I O R N 3 6 0 - 7 CARBON 250-400 SF COVER AGE; EXPOSED STRUCTURE PAINT PT - 4 P A I N T B E H R P R E M I U M P L U S I N T E R I O R M 4 7 0 - 6 P R E C I O U S STONE250-400 SF COVERAGE; ACCENT WALL PAINT PT - 5 P A I N T B E H R P R E M I U M P L U S I N T E R I O R M 4 7 0 - 7 B L U E S T R E A M 2 5 0 - 4 0 0 S F C O V E R A G E ; A C C E N T W A L L P A I N T PT - 6 P A I N T B E H R P R E M I U M P L U S I N T E R I O R T O B E D E T E R M INED 250-400 SF COVERAGE; FLAT BLACK ACCENT PAINT WP - 1 W A L L P A N E L W A L L M E T A L PA N E L MO Z D E S I G N S W A T E R S L I D E / P E W T E R - P O L Y C O A T G L O S S . 0 4 0 " T H I C K N E S S M I N . 5 S H E E T S ( 4 ' X 8 ' O R 4 ' X 1 0 ' ) ; B U T T J O I N T WITH MANUFACTURER'S RECOMMENDED INSTALLATION METHOD WP - 2 A W A L L P A N E L G R A P H I C WA L L C O V E R I N G MD C D I G I T A L S U E D E , C U S T O M 4 5 2 5 A B O VE WP-2B CONTINUOUS TO CEILING WP - 2 B W A L L P A N E L A C R O V Y N C S D I R E C T A D H E R E ( . 0 4 0 ) 1 3 6 P E A R L GRAY 4'x8' OR 4'x10', 5 SHEET MIN OR SETUP FEE;BUTT JOINT WP - 3 W A L L P A N E L A C R Y L I C W A L L PA N E L 3 F O R M V A R I A E C O R E S I N - 1 / 4 " T H I C K N E S S T H A T C H 4 ' x 8 ' , P A T I N A F I N I S H WP - 4 W A L L P A N E L A C R Y L I C W A L L PA N E L 3 F O R M V A R I A E C O R E S I N - 1 / 1 6 " T H I C K N E S S C O B A L T 4 ' x 8 ' WP - 5 W A L L P A N E L A C R Y L I C W A L L PA N E L 3 F O R M V A R I A E C O R E S I N - 1 / 1 6 " T H I C K N E S S V A R I E S 4 ' x 8 ' , U P T O 3 L A Y E R S WP - 6 W A L L P A N E L F R P C R A N E E M B O S S E D W H I T E 8 5 F L O O R T O C E I L I N G W I T H S T A N D A R D V I N Y L / P V C MOLDINGS WT - 1 W A L L T I L E N A T U R A L S T O N E A N D TI L E 5T H A V E N U E K O A N W A V E S 1 2 " x 2 4 " , M O N O L I T H I C I N S T A L L WT - 2 W A L L T I L E N A T U R A L S T O N E A N D TI L E PL U V I U M P L 0 5 1 2 " x 2 4 " , R E C T I F I E D , B R I C K A S H L A R INSTALLATION WT - 3 W A L L T I L E L O U I S V I L L E T I L E I S L A N D S T O N E G L A S S S T R A T O S 4 " X 8 " , B R I C K A S H L A R I N S T A L L A T I O N WT - 4 W A L L T I L E G L A S S M O S A I C D A L T I L E C U S T O M P A T T E R N - C O N T A C T D A L T I L E F O R E X A C T PA T T E R N 161,160,241,242,120,121 ,130,123,150,135,122,13 1,243 WC - 1 W A L L C O V E R I N G D I - N O C V I N Y L 3 M F I N E W O O D F W - 1 1 3 3 WC - 2 W A L L C O V E R I N G D I G I T A L WA L L C O V E R I N G MA H A R A M W A V E L E N G T H 3 9 9 4 7 8 1 0 ' X 1 4 ' ; G L A S S A P P L I C A T I O N WC - 3 W A L L C O V E R I N G 3 D WA L L C O V E R I N G MD C H A M M E R E D B R O N Z E 4 ' X 8 ' P A N E L WC - 4 W A L L C O V E R I N G D L C O U C H V E R S A V A L L E J O C A R B O N A L T E R N A T E F O R " S T - 1 " WC - 5 W A L L C O V E R I N G D I - N O C V I N Y L 3 M A B S T R A C T CN-1622 RECEPTION VERTICAL APPLICATION WV - 1 W I N D O W V I N Y L 3 F O R M / F G D G L A S S C U S T O M G R A P H I C C U S T O M M E E T I N G R O O M G L A Z I N G WV - 2 W I N D O W V I N Y L 3 F O R M / F G D G L A S S C U S T O M G R A P H I C - A C C E N T C O L O R S T O M A T C H PT - 4 A N D P T - 5 CUSTOM PRIVATE OFFICE GLAZINGNo. Date Description 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 12 11/24/15 BP#4 Addendum #3 13 12/01/15 BP#4 Addendum #4 14 12/04/15 BF#4 Addendum #5 14 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 2 / 4 / 2 0 1 5 1 1 : 3 2 : 3 5 A M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A602Room Finish ScheduleDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 Ro o m F i n i s h S c h e d u l e Nu m b e r N a m e Wa l l F i n i s h Fl o o r F i n i s h B a s e F i n i s h Ceiling Finish Perimeter Area Comments No r t h E a s t S o u t h W e s t 22 3 M . R . R . V A R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S T- 5 T - 1 A C T - 6 6 0 ' - 6 3 / 4 " 1 7 4 S F T P - 1 T o i l e t P a r t i t i o n s 22 4 P l a z a D e c k - - - - - - - N o t E n c l o s e d N o t EnclosedInstall concrete pavers to match landscape plaza on ajustable standoffs Th i r d F l o o r 30 1 E l e v a t o r L o b b y P T - 1 P T - 2 P T - 1 P T - 1 C P T - 3 R B - 4 A C T - 2 5 3 ' - 1 1 3 / 4 " 1 8 0 S F 30 2 C i r c u l a t i o n P T - 1 P T - 1 V A R I E S S E E PL A N VA R I E S S E E PL A N CP T - 4 R B - 4 A C T - 2 4 1 9 ' - 1 0 " 1 2 4 1 S F 30 3 E - B u s i n e s s P T - 1 V A R I E S S E E PL A N PT - 1 P T - 1 C P T - 4 R B - 4 A C T - 2 1 3 3 ' - 5 " 9 1 6 S F 30 4 O f f i c e P T - 5 P T - 1 P T - 1 P T - 1 C P T - 3 R B - 4 A C T - 2 4 0 ' - 4 3 / 4 " 9 9 S F 30 5 O f f i c e P T - 5 P T - 1 P T - 1 P T - 1 C P T - 3 R B - 4 A C T - 2 3 9 ' - 8 " 9 8 S F 30 6 O f f i c e P T - 1 P T - 5 P T - 1 P T - 1 C P T - 3 R B - 4 A C T - 2 4 2 ' - 1 1 " 1 0 9 S F 30 7 M e e t i n g P T - 1 P T - 4 P T - 1 P T - 1 C P T - 4 R B - 4 A C T - 2 3 7 ' - 0 " 8 5 S F 30 8 M e e t i n g P T - 1 P T - 1 P T - 1 P T - 4 C P T - 4 R B - 4 A C T - 2 3 7 ' - 0 " 8 5 S F 30 9 M e e t i n g P T - 1 P T - 4 P T - 1 P T - 1 C P T - 4 R B - 4 A C T - 2 3 9 ' - 3 1 / 4 " 8 4 S F 31 0 M e e t i n g P T - 1 P T - 1 P T - 1 P T - 4 C P T - 4 R B - 4 A C T - 2 3 7 ' - 0 " 8 5 S F 31 1 I D F P T - 1 P T - 1 P T - 1 P T - 1 C - 2 R B - 1 A C T - 2 3 4 ' - 4 1 / 4 " 6 7 S F 31 2 M . R . R . V A R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S T- 5 T - 1 A C T - 2 5 9 ' - 0 3 / 4 " 1 7 2 S F T P - 1 T o i l e t P a r t i t i o n s 31 3 W . R . R . V A R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S T- 5 T - 1 A C T - 2 6 3 ' - 1 3 / 4 " 2 1 9 S F T P - 1 T o i l e t P a r t i t i o n s 31 4 J a n . P T - 1 P T - 1 P T - 1 P T - 1 C - 2 R B - 1 A C T - 2 2 0 ' - 2 1 / 4 " 2 9 S F 31 5 H R D e p t . V A R I E S S E E PL A N PT - 1 P T - 1 V A R I E S S E E PL A N CP T - 4 R B - 4 A C T - 2 1 1 8 ' - 6 1 / 2 " 5 2 0 S F 31 6 O f f i c e P T - 1 P T - 1 P T - 1 P T - 5 C P T - 3 R B - 4 A C T - 2 4 4 ' - 9 1 / 2 " 1 2 4 S F 31 7 M e e t i n g P T - 1 P T - 1 P T - 5 P T - 1 C P T - 4 R B - 4 A C T - 2 3 5 ' - 4 " 7 8 S F 31 8 V P O f f i c e P T - 1 P T - 5 P T - 1 P T - 1 C P T - 3 R B - 4 A C T - 2 6 1 ' - 2 1 / 4 " 2 1 0 S F 31 9 H a l l P T - 1 P T - 1 P T - 1 P T - 1 C P T - 4 R B - 4 A C T - 2 8 1 ' - 1 0 3 / 4 " 1 9 3 S F 32 0 O f f i c e P T - 1 P T - 1 P T - 1 P T - 5 C P T - 3 R B - 4 A C T - 2 3 7 ' - 7 1 / 4 " 8 4 S F 32 1 O f f i c e P T - 1 P T - 1 P T - 1 P T - 5 C P T - 3 R B - 4 A C T - 2 3 6 ' - 1 0 1 / 2 " 8 1 S F 32 2 O f f i c e P T - 1 P T - 1 P T - 1 P T - 5 C P T - 3 R B - 4 A C T - 2 3 7 ' - 7 1 / 4 " 8 8 S F 32 3 O f f i c e P T - 1 P T - 1 P T - 1 P T - 5 C P T - 3 R B - 4 A C T - 2 3 6 ' - 1 0 1 / 2 " 8 5 S F 32 4 O f f i c e P T - 1 P T - 1 P T - 1 P T - 5 C P T - 3 R B - 4 A C T - 2 3 7 ' - 1 0 1 / 2 " 9 0 S F 32 5 O f f i c e P T - 1 P T - 1 P T - 1 P T - 5 C P T - 3 R B - 4 A C T - 2 3 7 ' - 1 3 / 4 " 8 6 S F 32 6 O f f i c e P T - 1 P T - 5 P T - 1 P T - 1 C P T - 3 R B - 4 A C T - 2 3 7 ' - 7 1 / 4 " 8 6 S F 32 7 L i b r a r y P T - 1 P T - 1 P T - 1 P T - 1 C P T - 3 R B - 4 A C T - 2 3 6 ' - 1 0 1 / 2 " 8 2 S F 32 8 V e n d i n g P T - 1 P T - 1 P T - 1 P T - 1 V T - 1 R B - 4 A C T - 2 2 3 ' - 0 1 / 4 " 2 7 S F 32 9 K i t c h e n e t t e P T - 1 P T - 1 P T - 1 P T - 1 V T - 1 R B - 4 A C T - 2 4 9 ' - 0 1 / 4 " 1 3 5 S F 33 0 W . R . R . V A R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S T- 5 T - 1 A C T - 2 3 9 ' - 1 0 1 / 4 " 8 4 S F T P - 1 T o i l e t P a r t i t i o n s 33 1 M . R . R . V A R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S T- 5 T - 1 A C T - 2 2 9 ' - 0 1 / 2 " 5 2 S F T P - 1 T o i l e t P a r t i t i o n s 33 2 S t o r a g e R o o m P T - 1 P T - 1 P T - 1 P T - 1 C P T - 4 R B - 4 A C T - 2 3 6 ' - 9 " 5 6 S F 33 3 I T / E l e c P T - 1 P T - 1 P T - 1 P T - 1 C - 2 R B - 1 A C T - 2 3 9 ' - 1 1 " 1 0 1 S F 33 4 I n t e r n a t i o n a l P T - 1 P T - 1 P T - 1 P T - 1 C P T - 4 R B - 4 A C T - 2 1 6 2 ' - 9 3 / 4 " 8 4 4 S F 33 5 O f f i c e P T - 4 P T - 1 P T - 1 P T - 1 C P T - 3 R B - 4 A C T - 2 4 1 ' - 1 0 1 / 2 " 1 1 0 S F 33 6 V P O f f i c e P T - 4 P T - 1 P T - 1 P T - 1 C P T - 3 R B - 4 A C T - 2 5 5 ' - 2 3 / 4 " 1 6 6 S F 33 7 O f f i c e P T - 4 P T - 1 P T - 1 P T - 1 C P T - 3 R B - 4 A C T - 2 4 1 ' - 6 1 / 2 " 1 0 5 S F 33 8 O f f i c e P T - 4 P T - 1 P T - 1 P T - 1 C P T - 3 R B - 4 A C T - 2 4 1 ' - 6 1 / 2 " 1 0 6 S F 33 9 O f f i c e P T - 1 P T - 1 P T - 4 P T - 1 C P T - 3 R B - 4 A C T - 2 4 1 ' - 6 1 / 2 " 1 0 5 S F 34 0 O f f i c e P T - 4 P T - 1 P T - 1 P T - 1 C P T - 3 R B - 4 A C T - 2 3 9 ' - 8 1 / 4 " 9 8 S F 34 1 O f f i c e P T - 4 P T - 1 P T - 1 P T - 1 C P T - 3 R B - 4 A C T - 2 3 9 ' - 8 1 / 4 " 9 8 S F 34 2 O f f i c e P T - 1 P T - 1 P T - 4 P T - 1 C P T - 3 R B - 4 A C T - 2 3 9 ' - 8 1 / 4 " 9 8 S F 34 3 O f f i c e P T - 4 P T - 1 P T - 1 P T - 1 C P T - 3 R B - 4 A C T - 2 3 9 ' - 8 1 / 4 " 9 6 S F 34 4 O f f i c e P T - 4 P T - 1 P T - 1 P T - 1 C P T - 3 R B - 4 A C T - 2 3 9 ' - 8 1 / 4 " 9 8 S F 34 5 O f f i c e P T - 4 P T - 1 P T - 1 P T - 1 C P T - 3 R B - 4 A C T - 2 3 7 ' - 8 1 / 4 " 8 9 S F 34 6 O f f i c e P T - 4 P T - 1 P T - 1 P T - 1 C P T - 3 R B - 4 A C T - 2 3 7 ' - 8 1 / 4 " 8 9 S F 34 7 O f f i c e P T - 1 P T - 1 P T - 1 P T - 4 C P T - 3 R B - 4 A C T - 2 4 2 ' - 7 " 9 6 S F 34 8 O f f i c e P T - 1 P T - 1 P T - 1 P T - 4 C P T - 3 R B - 4 A C T - 2 3 9 ' - 1 0 1 / 4 " 9 8 S F 34 9 O f f i c e P T - 1 P T - 1 P T - 1 P T - 4 C P T - 3 R B - 4 A C T - 2 4 3 ' - 1 1 / 2 " 9 9 S F 35 0 S u p p l y C h a i n V A R I E S S E E PL A N PT - 1 P T - 1 P T - 1 C P T - 4 R B - 4 A C T - 2 4 9 3 ' - 5 " 5 5 8 1 S F 35 1 S t o r a g e P T - 1 P T - 1 P T - 1 P T - 1 C P T - 3 R B - 4 A C T - 2 2 3 ' - 0 " 2 8 S F Fo u r t h F l o o r 40 1 S h e l l S p a c e - - - - C - 1 - - 6 6 9 ' - 5 " 1 3 9 4 4 S F N o f i n i s h e s r e q u i r e d a s p a r t o f t h i s p r o j e c t Gr a n d t o t a l 74267 SF Ro o m F i n i s h S c h e d u l e Nu m b e r N a m e Wa l l F i n i s h Fl o o r F i n i s h B a s e F i n i s h Ce i l i n g Fi n i s h Pe r i m e t e r A r e a C o m m e n t s No r t h E a s t S o u t h W e s t Lo w e r L e v e l 00 1 P e d e s t r i a n C o n n e c t o r P T - 1 V A R I E S S E E PL A N - V A R I E S S E E PL A N C- 3 R B - 3 P T - 3 1 4 7 ' - 1 3 / 4 " 8 1 2 S F 00 2 C o r r i d o r V A R I E S S E E PL A N VA R I E S S E E PL A N VA R I E S S E E PL A N VA R I E S S E E PL A N C- 3 R B - 3 P T - 3 1 0 7 ' - 4 1 / 2 " 5 2 3 S F 00 3 P a c k a g e T e s t i n g P T - 1 P T - 1 P T - 1 P T - 1 C - 2 R B - 3 A C T - 2 8 1 ' - 1 3 / 4 " 3 8 4 S F 00 4 B a t h i n g I n s t a l l & T e s t i n g P T - 1 P T - 1 P T - 1 P T - 1 C - 3 R B - 3 A C T - 2 8 5 ' - 1 " 4 4 1 S F 00 4 A C h a s e P T - 1 P T - 1 P T - 1 P T - 1 C - 2 R B - 3 P T - 3 7 4 ' - 0 " 1 4 8 S F 00 5 C o r r i d o r V A R I E S S E E PL A N VA R I E S S E E PL A N VA R I E S S E E PL A N VA R I E S S E E PL A N C- 3 R B - 3 P T - 3 2 4 6 ' - 8 3 / 4 " 1 1 1 1 S F 00 6 C h a n g i n g ( F u t u r e ) - - - - C - 1 - - 5 2 ' - 1 1 1 / 4 " 1 3 3 S F R o u g h i n w a l l s o n l y - f i n i s h e s t o b e i n s t a l l e d a t l a t e r d a t e 00 7 B a t h i n g E x p e r i e n c e ( F u t u r e ) - - - - C - 1 - - 8 6 ' - 9 1 / 4 " 3 2 0 S F R o u g h i n w a l l s o n l y - f i n i s h e s t o b e i n s t a l l e d a t l a t e r d a t e 00 8 W . R . R . V A R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S T- 5 W B - 5 A C T - 2 4 5 ' - 1 0 1 / 4 " 1 2 7 S F T P - 1 T o i l e t P a r t i t i o n s 00 9 S t o r a g e R o o m P T - 1 P T - 1 P T - 1 P T - 1 C - 2 R B - 1 P T - 3 1 5 2 ' - 4 " 1 0 6 9 S F 01 0 M . R . R . V A R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S T- 5 W B - 5 A C T - 2 4 6 ' - 1 1 " 1 2 5 S F T P - 1 T o i l e t P a r t i t i o n s 01 1 J a n . P T - 1 P T - 1 P T - 1 P T - 1 C - 2 R B - 3 P T - 3 2 1 ' - 6 3 / 4 " 2 8 S F 01 2 M e c h a n i c a l P T - 1 P T - 1 P T - 1 P T - 1 C - 2 R B - 3 P T - 3 1 1 4 ' - 3 1 / 2 " 6 9 2 S F 01 3 I D F P T - 1 P T - 1 P T - 1 P T - 1 C - 2 R B - 3 P T - 3 3 4 ' - 5 1 / 4 " 7 2 S F 01 4 M o d e l S h o p P T - 1 P T - 1 P T - 1 P T - 1 C - 3 R B - 3 A C T - 2 1 8 5 ' - 7 1 / 2 " 1 0 6 9 S F 01 5 S t o r a g e R o o m P T - 1 P T - 1 P T - 1 P T - 1 C - 2 R B - 3 A C T - 2 6 2 ' - 2 3 / 4 " 2 2 9 S F 01 6 O f f i c e P T - 1 P T - 1 P T - 1 P T - 2 C - 2 R B - 3 A C T - 2 5 0 ' - 1 " 1 5 9 S F 01 7 G r i n d i n g P T - 1 P T - 1 P T - 1 P T - 1 C - 3 R B - 3 A C T - 2 6 0 ' - 5 1 / 2 " 1 9 2 S F 01 8 C l e a n i n g R o o m P T - 1 P T - 1 P T - 1 P T - 1 C - 3 R B - 3 A C T - 2 5 7 ' - 1 0 " 1 9 9 S F 01 9 3 D P r i n t i n g P T - 1 P T - 1 P T - 1 P T - 1 C - 3 R B - 3 A C T - 2 8 3 ' - 7 " 3 5 5 S F 02 0 E l e v a t o r L o b b y P T - 2 P T - 2 P T - 2 P T - 2 C - 3 R B - 3 P T - 3 5 5 ' - 6 3 / 4 " 1 7 5 S F 02 1 L i f e C y c l e T e s t i n g P T - 1 P T - 1 P T - 1 P T - 1 C - 3 R B - 3 A C T - 2 1 7 8 ' - 1 1 1 / 2 " 1 3 1 5 S F 02 2 M e c h a n i c a l & S u p p l y P T - 1 P T - 1 P T - 1 P T - 1 C - 2 R B - 3 A C T - 2 1 0 6 ' - 3 " 5 8 2 S F 02 3 L a b W o r k A r e a V A R I E S S E E PL A N VA R I E S S E E PL A N VA R I E S S E E PL A N VA R I E S S E E PL A N C- 3 R B - 3 P T - 3 4 5 7 ' - 0 1 / 4 " 2 2 9 8 S F 02 4 O p t i c a l P T - 1 P T - 1 P T - 1 P T - 1 C - 2 R B - 3 A C T - 2 4 1 ' - 1 0 3 / 4 " 1 0 6 S F 02 5 I n c o m i n g P T - 1 P T - 1 P T - 1 P T - 5 C - 2 R B - 3 P T - 3 9 0 ' - 4 " 4 1 1 S F 02 5 A P e n d i n g P T - 1 P T - 1 P T - 1 P T - 1 C - 2 R B - 3 A C T - 2 5 1 ' - 5 1 / 4 " 1 6 6 S F 02 6 W . I . P . P T - 1 P T - 1 P T - 1 P T - 1 C - 2 R B - 3 P T - 3 9 4 ' - 7 3 / 4 " 5 2 0 S F 02 7 S e c u r e S t o r a g e P T - 1 P T - 1 P T - 1 P T - 1 C - 2 R B - 3 A C T - 2 4 0 ' - 1 0 1 / 2 " 9 1 S F 02 8 L a b O f f i c e s V A R I E S S E E PL A N PT - 1 P T - 1 V A R I E S S E E PL A N C- 2 R B - 3 P T - 3 1 7 7 ' - 3 3 / 4 " 7 9 1 S F 02 9 O f f i c e P T - 1 P T - 1 P T - 1 P T - 2 C - 2 R B - 3 A C T - 2 4 9 ' - 8 3 / 4 " 1 4 7 S F 03 0 E l e c t r i c a l R o o m P T - 1 P T - 1 P T - 1 P T - 1 C - 2 R B - 3 P T - 3 9 3 ' - 1 1 / 2 " 3 2 7 S F 03 1 W a t e r S e r v i c e P T - 1 P T - 1 P T - 1 P T - 1 C - 2 R B - 3 P T - 3 6 1 ' - 5 1 / 2 " 1 7 5 S F 03 2 W o r k r o o m P T - 1 P T - 1 P T - 1 P T - 1 C - 3 R B - 3 A C T - 2 4 4 ' - 1 0 1 / 2 " 1 3 0 S F 03 3 F a c i l i t y S t o r a g e P T - 1 P T - 1 P T - 1 P T -1 C - 2 R B - 3 P T - 3 5 0 ' - 8 3 / 4 " 1 6 3 S F EL E V 1 E l e v a t o r S E E CO M M E N T S SE E CO M M E N T S SE E CO M M E N T S SE E CO M M E N T S T- 1 W B - 1 S E E CO M M E N T 33 ' - 1 1 / 4 " 6 8 S F F i n i s h e s p e r a p p r o v e d s h o p d r a w i n g s f r o m B i d P a c k a g e 1 EL E V 2 E l e v a t o r S E E CO M M E N T S SE E CO M M E N T S SE E CO M M E N T S SE E CO M M E N T S T- 1 W B - 1 S E E CO M M E N T 33 ' - 1 1 / 4 " 6 8 S F F i n i s h e s p e r a p p r o v e d s h o p d r a w i n g s f r o m B i d P a c k a g e 1 ST R 1 S t a i r P T - 1 P T - 1 P T - 1 P T - 1 S E E CO M M E N T S SE E CO M M E N T S - 6 7 ' - 6 " 2 3 8 S F R - 1 a t l a n d i n g s . S R - 1 o n t r e a d s , S R - 2 o n r i s e r s , S R - 3 o n s t r i n g e r s ST R 2 S t a i r P T - 1 P T - 1 P T - 1 P T - 1 S E E CO M M E N T S SE E CO M M E N T S - 7 3 ' - 2 3 / 4 " 3 0 8 S F R - 1 a t l a n d i n g s . S R - 1 o n t r e a d s , S R - 2 o n r i s e r s , S R - 3 o n s t r i n g e r s Fi r s t F l o o r 10 1 P e d e s t r i a n C o n n e c t o r P T - 1 P T - 1 P T - 1 W C - 2 V A R I E S S E E PL A N WB - 1 A C T - 6 1 7 4 ' - 6 3 / 4 " 1 0 8 7 S F 10 2 C o r r i d o r P T - 1 P T - 1 P T - 1 P T - 1 V A R I E S S E E PL A N WB - 1 A C T - 6 1 1 3 ' - 7 " 4 1 1 S F 10 3 C a f e V A R I E S S E E PL A N VA R I E S S E E PL A N VA R I E S S E E PL A N VA R I E S S E E PL A N VA R I E S S E E PL A N WB - 1 A C T - 6 / 7 2 1 8 ' - 2 1 / 4 " 2 3 1 9 S F C e i l i n g s c o m b i n a t i o n o f A C T - 6 a n d A C T - 7 . O p e n a r e a s t o d e c k PT - 3 . 10 4 A t r i u m V A R I E S S E E PL A N VA R I E S S E E PL A N VA R I E S S E E PL A N VA R I E S S E E PL A N VA R I E S S E E PL A N WB - 1 A C T - 5 4 7 4 ' - 5 3 / 4 " 3 7 6 2 S F S e e p l a n f o r g r i d r o t a t i o n . O p e n a r e a s t o d e c k P T - 3 . 10 5 K i t c h e n W P - 6 W P - 6 W P - 6 W P - 6 C - 2 R B - 1 A C T - 6 1 2 5 ' - 2 3 / 4 " 6 6 9 S F 10 5 D H o l d i n g W P - 6 W P - 6 W P - 6 W P - 6 C - 2 R B - 1 A C T - 6 2 6 ' - 4 " 4 3 S F 10 6 J a n . P T - 1 P T - 1 P T - 1 P T - 1 C - 2 R B - 1 A C T - 6 2 1 ' - 1 1 1 / 2 " 3 0 S F 10 7 W . R . R . V A R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S T- 5 T - 1 A C T - 6 6 3 ' - 5 1 / 2 " 2 2 0 S F T P - 1 T o i l e t P a r t i t i o n s 10 8 M . R . R . V A R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S T- 5 T - 1 A C T - 6 5 9 ' - 0 3 / 4 " 1 7 2 S F T P - 1 T o i l e t P a r t i t i o n s 10 9 I D F P T - 1 P T - 1 P T - 1 P T - 1 C - 2 R B - 1 A C T - 6 3 4 ' - 4 1 / 4 " 6 7 S F 11 0 I n t e r n a t i o n a l P T - 1 P T - 1 P T - 1 P T - 1 V A R I E S S E E PL A N WB - 1 P T - 3 1 1 3 ' - 7 1 / 4 " 7 1 9 S F 11 1 V e s t i b u l e P T - 1 P T - 1 P T - 1 P T - 1 C P T - 5 R B - 2 A C T - 6 3 7 ' - 1 " 1 0 4 S F 11 2 S h o w r o o m V A R I E S S E E PL A N PT - 1 P T - 1 P T - 1 V A R I E S S E E PL A N VA R I E S S E E PL A N PT - 3 3 6 2 ' - 1 0 1 / 2 " 5 0 8 0 S F 11 2 A L i g h t i n g C l o s e t P T - 1 P T - 1 P T - 1 P T - 1 C - 2 R B - 1 A C T - 6 1 3 ' - 6 1 / 4 " 6 S F 11 3 E n t r y P T - 1 P T - 1 P T - 1 P T - 1 C P T - 5 R B - 2 A C T - 6 4 8 ' - 4 1 / 4 " 1 5 4 S F 11 4 R e c e p t i o n V A R I E S S E E PL A N PT - 1 P T - 1 P T - 1 T - 1 T - 1 A C T - 5 1 0 7 ' - 1 1 3 / 4 " 5 6 2 S F 11 5 I T / E l e c P T - 1 P T - 1 P T - 1 P T - 1 C - 2 R B - 1 A C T - 6 4 0 ' - 3 " 1 0 0 S F 11 6 M . R . R . V A R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S T- 5 T - 1 A C T - 6 2 8 ' - 1 1 3 / 4 " 5 2 S F T P - 1 T o i l e t P a r t i t i o n s 11 7 W . R . R . V A R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S T- 5 T - 1 A C T - 6 4 0 ' - 0 1 / 4 " 8 5 S F T P - 1 T o i l e t P a r t i t i o n s 11 8 S t o r a g e P T - 1 P T - 1 P T - 1 P T - 1 C - 2 R B - 1 P T - 3 5 1 ' - 3 1 / 4 " 1 6 2 S F ST R 3 S t a i r - - - - T - 1 - - 6 9 ' - 2 3 / 4 " 1 6 7 S F P r o v i d e m e t a l r i s e r ( 1 - 2 " t a l l ) f o r t r e a d s Se c o n d F l o o r 20 1 P e d e s t r i a n C o n n e c t o r P T - 1 P T - 1 P T - 1 W C - 2 C P T - 1 R B - 1 A C T - 6 1 4 9 ' - 1 1 / 2 " 8 5 1 S F 20 2 C o r r i d o r P T - 1 P T - 1 P T - 1 V A R I E S S E E PL A N CP T - 1 R B - 1 V A R I E S SE E CE I L I N G PL A N 12 3 ' - 0 3 / 4 " 6 4 4 S F 20 3 S t o r a g e P T - 1 P T - 1 P T - 1 P T - 1 C P T - 1 R B - 1 A C T - 6 5 1 ' - 1 " 1 5 8 S F 20 4 A t r i u m V A R I E S S E E PL A N VA R I E S S E E PL A N VA R I E S S E E PL A N VA R I E S S E E PL A N CP T - 1 R B - 1 A C T - 6 / 7 4 6 1 ' - 4 1 / 4 " 4 6 7 1 S F S e e c e i l i n g p l a n f o r l o c a t i o n s . B u l k h e a d s P T - 1 e x c e p t a s n o t e d o n pl a n . 20 5 C o n f e r e n c e R o o m P T - 1 P T - 1 P T - 1 P T - 1 C P T - 2 R B - 3 A C T - 6 9 4 ' - 2 1 / 4 " 4 9 4 S F 20 6 C o n f e r e n c e R o o m P T - 1 P T - 1 P T - 1 P T - 1 C P T - 2 R B - 3 A C T - 6 8 9 ' - 2 1 / 2 " 4 4 4 S F 20 7 C o n f e r e n c e R o o m P T - 1 P T - 1 P T - 1 P T - 1 C P T - 2 R B - 3 A C T - 6 9 6 ' - 1 1 / 2 " 4 7 6 S F 20 8 V e s t i b u l e P T - 2 P T - 2 P T - 2 P T - 2 C P T - 5 R B - 2 A C T - 6 3 4 ' - 9 3 / 4 " 8 0 S F 20 9 J a n . P T - 1 P T - 1 P T - 1 P T - 1 C - 2 R B - 1 A C T - 6 2 1 ' - 0 " 2 9 S F 21 0 W . R . R . V A R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S T- 5 W B - 5 A C T - 6 6 3 ' - 4 " 2 1 9 S F T P - 1 T o i l e t P a r t i t i o n s 21 1 M . R . R . V A R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S T- 5 W B - 5 A C T - 6 5 9 ' - 0 3 / 4 " 1 7 2 S F T P - 1 T o i l e t P a r t i t i o n s 21 2 I D F P T - 1 P T - 1 P T - 1 P T - 1 C - 2 R B - 1 A C T - 6 3 4 ' - 4 1 / 4 " 6 7 S F 21 3 M e e t i n g R o o m V A R I E S S E E PL A N PT - 1 P T - 1 P T - 1 C P T - 2 R B - 3 V A R I E S SE E CE I L I N G PL A N 14 0 ' - 1 0 1 / 4 " 1 0 0 2 S F 21 4 M e e t i n g R o o m V A R I E S S E E PL A N PT - 1 P T - 1 P T - 1 C P T - 2 R B - 3 V A R I E S SE E CE I L I N G PL A N 11 7 ' - 7 3 / 4 " 6 4 8 S F 21 5 M e e t i n g R o o m V A R I E S S E E PL A N PT - 1 P T - 1 P T - 1 C P T - 2 R B - 3 V A R I E S SE E CE I L I N G PL A N 19 0 ' - 1 " 1 4 7 5 S F 21 6 M e e t i n g R o o m V A R I E S S E E PL A N PT - 1 P T - 1 P T - 1 C P T - 2 R B - 3 V A R I E S SE E CE I L I N G PL A N 15 8 ' - 1 1 3 / 4 " 1 1 8 5 S F 21 7 A V C l o s e t P T - 1 P T - 1 P T - 1 P T - 1 C P T - 1 R B - 3 P T - 3 2 9 ' - 5 1 / 2 " 4 2 S F 21 8 C a t e r i n g S t a g i n g P T - 1 P T - 1 P T - 1 P T - 1 V T - 1 R B - 4 A C T - 6 8 3 ' - 2 1 / 4 " 3 8 3 S F 21 9 B r e a k - o u t A r e a P T - 1 P T - 1 P T - 1 P T - 1 V T - 1 R B - 4 V A R I E S SE E CE I L I N G PL A N 11 1 ' - 2 1 / 2 " 6 5 0 S F 22 0 B u s i n e s s C e n t e r P T - 1 P T - 1 P T - 1 P T - 1 C P T - 1 R B - 1 A C T - 6 5 2 ' - 1 3 / 4 " 1 6 6 S F 22 1 W . R . R . V A R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S VA R I E S S E E RE S T R O O M EL E V A T I O N S T- 5 T - 1 A C T - 6 6 3 ' - 0 " 2 1 1 S F T P - 1 T o i l e t P a r t i t i o n s 22 2 I T / E l e c P T - 1 P T - 1 P T - 1 P T - 1 C - 2 R B - 1 A C T - 6 4 0 ' - 1 1 / 2 " 1 0 3 S F No. Date Description 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 12 11/24/15 BP#4 Addendum #3 13 12/01/15 BP#4 Addendum #4 14 12/04/15 BF#4 Addendum #5 1414 14 DN UP RE F . A A B B C C D D E E F F G G H H I I J J 11 22 33 44 55 66 77 88 99 1010 1212XB XB XF XHXJ XMXN XQXSXU X2 X2 X3 X3 X4 X4 X5 X5 X1 X1 4. 3 A. 4 A. 4 A3 4 0 4 H. 8 Co r r i d o r 00 2 Pe d e s t r i a n Co n n e c t o r 00 1 Pa c k a g e T e s t i n g 00 3 Ba t h i n g I n s t a l l & Te s t i n g 00 4 Ch a s e 00 4 A Ba t h i n g Ex p e r i e n c e (F u t u r e ) 00 7 Ch a n g i n g (F u t u r e ) 00 6 W. R . R . 00 8 St o r a g e R o o m 00 9 M. R . R . 01 0 Co r r i d o r 00 5 Me c h a n i c a l 01 2 St a i r ST R 2 St o r a g e R o o m 01 5 Of f i c e 01 6 Mo d e l S h o p 01 4 Gr i n d i n g 01 7 Cl e a n i n g R o o m 01 8 3D P r i n t i n g 01 9 Me c h a n i c a l & Su p p l y 02 2 Li f e C y c l e T e s t i n g 02 1 El e v a t o r L o b b y 02 0 La b W o r k A r e a 02 3 In c o m i n g 02 5 Pe n d i n g 02 5 A W. I . P . 02 6 Se c u r e S t o r a g e 02 7 La b O f f i c e s 02 8 Op t i c a l 02 4 Of f i c e 02 9 Wa t e r S e r v i c e 03 1 El e c t r i c a l R o o m 03 0 Wo r k r o o m 03 2 Fa c i l i t y S t o r a g e 03 3 St a i r ST R 1 3 A3 4 0 1 PT - 2 PT - 5 PT - 2 PT - 2 PT - 2 PT - 2 T- 5T- 5 No f i n i s h e s re q u i r e d - Ro u g h i n wa l l s o n l y 2 Ja n . 01 1 ID F 01 3 PT - 2 El e v a t o r EL E V 1 El e v a t o r EL E V 2 C- 3 C- 3 C- 3 C- 3 C- 3 C- 3 C- 3 C- 3 C- 3 C- 3 C- 3 C- 3 C- 3 C- 3 C- 3 C- 3 C- 3 C- 3 C- 3 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 2 : 5 7 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A610Finish Plan - Lower LevelDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 8 " = 1 ' - 0 " 1 Fi n i s h P l a n - L o w e r L e v e l Finish General Notes 1 Interior elevations shown on this sheet highlight areas of multiple wall finishes or other height coordination areas 2 Floor finish to be C-2 unless noted otherwise 3 Wall finish to be PT-1 unless noted otherwise 4 Entire fourth floor and items labeled as future have no finishes as part of this project - Rough in walls as required for support of work by other diciplines such as plumbing, fire alarm, and fire suppression 5 Install metal Schluter transitions at all changes in floor material 6 Do not install metal Schluter transitions between different tile finishes unless noted otherwise 7 See sheets A410 thru A416 for restroom elevations including wall finish notes 8 Contractor to provide 36"x36" mock-up of all tile patterns using more than one (1) color or finish of tile for approval prior to full purchase and install No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 11 UP UPUP UP A A B B C C D D E E F F G G H H I I J J 11 22 33 44 5 5 66 77 88 99 1010 12 12 XBXF XHXJ XMXN XQXSXU X2 X2 X3 X3 X4 X4X5 X5 X1 X1 4. 3 A. 4 A. 4 A3 4 2 2 A3 4 2 1 H. 8 Sh o w r o o m 11 2 Ve s t i b u l e 11 1 In t e r n a t i o n a l 11 0 En t r y 11 3 Re c e p t i o n 11 4 IT / E l e c 11 5 M. R . R . 11 6 At r i u m 10 4 St o r a g e 11 8 St a i r ST R 1 Co r r i d o r 10 2 Ca f e 10 3 Ki t c h e n 10 5 Ho l d i n g 10 5 D Ja n . 10 6 W. R . R . 10 7 ID F 10 9 M. R . R . 10 8 St a i r ST R 2 St a i r ST R 3 Pe d e s t r i a n Co n n e c t o r 10 1 W. R . R . 11 7 A3 4 1 3 12 T- 1 WC - 4 WC - 4 GW - 1 WC - 4 WC - 4 WT - 4 A3 4 1 4 A3 4 1 5 A4 5 1 2 T- 1 A A4 2 0 1 Si m WP - 1 WP - 1 WP - 1 WP - 1 A3 4 2 3 T- 5 T- 5 T- 1 A In s t a l l m e t a l s c h l u t e r t r a n s i t i o n s a s r a n d o m ac c e n t t o f l o o r p a t t e r n . E a c h m e t a l s t r i p t o be 3 ' - 0 " l o n g a n d s h o u l d b e s p a c e d ap p r o x i m a t e l y 6 ' - 0 " o . c . ( t y p i c a l o f 3 0 ) T- 1 A6 1 5 2 A6 1 5 1 4' - 8 1 / 1 6 " 7 ' - 0 7 / 8 " 1 ' - 3 5 / 8 " Me t a l S c h l u t e r t r a n s i t i o n a s s h o w n a n d di m e n s i o n e d a t p e r i m e t e r o f c a f e T- 1 T- 1 T- 1 In s t a l l T - 1 A r a n d o m l y i n t o T - 1 p a t t e r n a t ap p r o x i m a t e l y 1 2 ' - 0 " o . c . i n C o r r i d o r s a n d At r i u m o n t h i s f l o o r o n l y Co n t i n u e t i l e p a t t e r n un d e r c a s e w o r k Co n t i n u e t i l e p a t t e r n un d e r c a s e w o r k CP T - 5 CP T - 5 T- 1 A4 5 0 2 Si m CP T - 1 WC - 2 T- 1 A T- 1 B In s t a l l T - 1 A i n p l a c e o f T - 1 B i n p a t t e r n ra n d o m l y s p a c e d a p p r o x i m a t e l y 6 ' - 0 " o . c . 3 ' - 0 " 4' - 0 " No p o l i s h e d t i l e s t o b e l o c a t e d w i t h t h e op e n k i t c h e n a r e a a s d e f i n e d b y t h e ca s e w o r k Li g h t i n g C l o s e t 11 2 A El e v a t o r EL E V 2 El e v a t o r EL E V 1 Li m e s t o n e f o u n t a i n wa l l c a p s t y p i c a l T- 1 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 2 : 5 9 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A611Finish Plan - First FloorDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 8 " = 1 ' - 0 " 1 Fi n i s h P l a n - F i r s t F l o o r Finish General Notes 1 Interior elevations shown on this sheet highlight areas of multiple wall finishes or other height coordination areas 2 Floor finish to be C-2 unless noted otherwise 3 Wall finish to be PT-1 unless noted otherwise 4 Entire fourth floor and items labeled as future have no finishes as part of this project - Rough in walls as required for support of work by other diciplines such as plumbing, fire alarm, and fire suppression 5 Install metal Schluter transitions at all changes in floor material 6 Do not install metal Schluter transitions between different tile finishes unless noted otherwise 7 See sheets A410 thru A416 for restroom elevations including wall finish notes 8 Contractor to provide 36"x36" mock-up of all tile patterns using more than one (1) color or finish of tile for approval prior to full purchase and install No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 11 11 DN UP UP A2 0 1 1 A A B B C C D D E E F F G G H H I I J J 11 22 33 44 55 66 77 88 99 1010 12 12 XBXF XHXJ XMXN XQXSXU X2 X2 X3 X3 X4 X4 X5 X5 X1 X1 4. 3 A. 4 A. 4 XA A H. 8 M. R . R . 22 3 St o r a g e 20 3 Co r r i d o r 20 2 IT / E l e c 22 2 St a i r ST R 1 Pe d e s t r i a n Co n n e c t o r 20 1 Co n f e r e n c e R o o m 20 5 Co n f e r e n c e R o o m 20 6 Co n f e r e n c e R o o m 20 7 Ve s t i b u l e 20 8 Ja n . 20 9 W. R . R . 21 0 M. R . R . 21 1 ID F 21 2 St a i r ST R 2 Me e t i n g R o o m 21 3 Me e t i n g R o o m 21 4 Me e t i n g R o o m 21 5 Me e t i n g R o o m 21 6 Ca t e r i n g S t a g i n g 21 8 AV C l o s e t 21 7 Br e a k - o u t A r e a 21 9 At r i u m 20 4 W. R . R . 22 1 Bu s i n e s s C e n t e r 22 0 T- 1 A T- 1 A A6 1 4 2 A6 1 4 2 Si m A6 1 4 2 Si m A6 1 4 2 Si m A6 1 4 2 Si m A3 4 3 1 WC - 1 WC - 1 WC - 1 WC - 1 WC - 1 A3 4 3 2 WC - 3 WC - 3 WC - 3 WC - 3 WC - 4 WC - 4 WC - 4 WC - 4 WC - 4 Ro o f P a v e r s Ro o f P a v e r s CP T - 2 CP T - 1 T- 5 T- 5 CP T - 2 CP T - 1 CP T - 1 CP T - 1 T- 5 T- 5 CP T - 1 VT - 1 VT - 1 CP T - 2 CP T - 1 CP T - 1 CP T - 2 CP T - 2 CP T - 1 CP T - 2 CP T - 1 CP T - 2 Op e n t o B e l o w WT - 4 A4 5 1 2 CP T - 5 WC - 2 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 6 : 2 6 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A612Finish Plan - Second FloorDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 8 " = 1 ' - 0 " 1 Fi n i s h P l a n - S e c o n d F l o o r Finish General Notes 1 Interior elevations shown on this sheet highlight areas of multiple wall finishes or other height coordination areas 2 Floor finish to be C-2 unless noted otherwise 3 Wall finish to be PT-1 unless noted otherwise 4 Entire fourth floor and items labeled as future have no finishes as part of this project - Rough in walls as required for support of work by other diciplines such as plumbing, fire alarm, and fire suppression 5 Install metal Schluter transitions at all changes in floor material 6 Do not install metal Schluter transitions between different tile finishes unless noted otherwise 7 See sheets A410 thru A416 for restroom elevations including wall finish notes 8 Contractor to provide 36"x36" mock-up of all tile patterns using more than one (1) color or finish of tile for approval prior to full purchase and install No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 UP UP UP R E F . R E F . A A B B C C D D E E F F G G H H I I J J 11 22 33 44 55 66 77 88 4. 3 A. 4 A. 4 H. 8 Ci r c u l a t i o n 30 2 St o r a g e R o o m 33 2 M. R . R . 33 1 W. R . R . 33 0 IT / E l e c 33 3 W. R . R . 31 3 M. R . R . 31 2 Ja n . 31 4 ID F 31 1 El e v a t o r EL E V 1 El e v a t o r EL E V 2 St a i r ST R 1 St a i r ST R 2 El e v a t o r L o b b y 30 1 E- B u s i n e s s 30 3 Of f i c e 30 4 Of f i c e 30 5 Of f i c e 30 6 Me e t i n g 30 7 Me e t i n g 30 8 Me e t i n g 30 9 Me e t i n g 31 0 HR D e p t . 31 5 Of f i c e 31 6 VP O f f i c e 31 8 Of f i c e 32 1 Of f i c e 32 0 Of f i c e 32 3 Of f i c e 32 2 Of f i c e 32 4 Of f i c e 32 6 Of f i c e 32 5 Li b r a r y 32 7 Ve n d i n g 32 8 In t e r n a t i o n a l 33 4 Of f i c e 33 5 VP O f f i c e 33 6 Of f i c e 33 7 Of f i c e 33 8 Su p p l y C h a i n 35 0 O f f i c e 3 4 3 Of f i c e 34 4 Of f i c e 34 6 Of f i c e 34 5 Of f i c e 34 7 Of f i c e 34 8 Of f i c e 34 9 St o r a g e 35 1 Of f i c e 33 9 Of f i c e 34 0 Of f i c e 34 1 Of f i c e 34 2 Me e t i n g 31 7 Ki t c h e n e t t e 32 9 CP T - 3 CP T - 4 CP T - 4 CP T - 3 VT - 1 CP T - 4 CP T - 3 T- 5 T- 5 CP T - 3 CP T - 3 CP T - 4 CP T - 4 CP T - 3 CP T - 3 CP T - 3 CP T - 3 CP T - 3 CP T - 3 CP T - 3 CP T - 3 T- 5 T- 5 CP T - 4 CP T - 4 CP T - 3 CP T - 3 CP T - 3 CP T - 3 CP T - 3 CP T - 3 CP T - 3 CP T - 3 CP T - 3 CP T - 3 CP T - 3 CP T - 3 CP T - 3 CP T - 3 CP T - 3 CP T - 4 CP T - 4 CP T - 4 CP T - 4 CP T - 3 CP T - 3 CP T - 4 CP T - 4 CP T - 4 CP T - 4 CP T - 4 CP T - 4 CP T - 4 T- 1 A CP T - 4 PT - 4 PT - 5 PT - 5 PT - 5 PT - 5 PT - 5 PT - 4 PT - 4 PT - 4 PT - 4 PT - 4 PT - 4 PT - 4 PT - 5 PT - 5 PT - 5 PT - 5 PT - 5 PT - 4 PT - 4 PT - 4 PT - 4 PT - 4 PT - 4 PT - 4 PT - 4 PT - 4 PT - 4 PT - 4 PT - 4 PT - 5 PT - 2 PT - 2 PT - 5 PT - 4 PT - 5 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 6 : 3 0 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A613Finish Plan - Third FloorDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 8 " = 1 ' - 0 " 1 Fi n i s h P l a n - T h i r d F l o o r Finish General Notes 1 Interior elevations shown on this sheet highlight areas of multiple wall finishes or other height coordination areas 2 Floor finish to be C-2 unless noted otherwise 3 Wall finish to be PT-1 unless noted otherwise 4 Entire fourth floor and items labeled as future have no finishes as part of this project - Rough in walls as required for support of work by other diciplines such as plumbing, fire alarm, and fire suppression 5 Install metal Schluter transitions at all changes in floor material 6 Do not install metal Schluter transitions between different tile finishes unless noted otherwise 7 See sheets A410 thru A416 for restroom elevations including wall finish notes 8 Contractor to provide 36"x36" mock-up of all tile patterns using more than one (1) color or finish of tile for approval prior to full purchase and install No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 UP UP UP A A B B C C D D E E F F G G H H I I J J 11 22 33 44 55 66 77 88 4. 3 A. 4 A. 4 H. 8 Sh e l l S p a c e 40 1 PL - 4 PL - 4 PL - 4 Wall finish per finish plan and schedule 2x4 blocking wrapped in PL-4 Wall finish per finish plan and schedule2x4 blocking wrapped in PL-4 Ro o m f i n i s h e s p e r s c h e d u l e Extend floor and ceiling finish into door recess Provide appropriate Schluter corner transition for approval prior to purchase - Install at all corners of PL-4Provide appropriate Schluter corner transition for approval prior to purchase - Install at all corners of PL-4 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 6 : 3 2 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A614Finish Plan - Fourth FloorDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 8 " = 1 ' - 0 " 1 Fi n i s h P l a n - F o u r t h F l o o r Finish General Notes 1 Interior elevations shown on this sheet highlight areas of multiple wall finishes or other height coordination areas 2 Floor finish to be C-2 unless noted otherwise 3 Wall finish to be PT-1 unless noted otherwise 4 Entire fourth floor and items labeled as future have no finishes as part of this project - Rough in walls as required for support of work by other diciplines such as plumbing, fire alarm, and fire suppression 5 Install metal Schluter transitions at all changes in floor material 6 Do not install metal Schluter transitions between different tile finishes unless noted otherwise 7 See sheets A410 thru A416 for restroom elevations including wall finish notes 8 Contractor to provide 36"x36" mock-up of all tile patterns using more than one (1) color or finish of tile for approval prior to full purchase and install 1 " = 1 ' - 0 " 2 En l a r g e d F i n i s h P l a n - Me e t i n g R o o m E n t r y No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 BC 1 2 3 4 A. 4 1 3 ' - 0 1 / 3 2 " 8 5 / 8 " 6 1 / 4 " 1 ' - 9 1 / 4 " 3 ' - 0 3 / 1 6 " 4 ' - 3 3 / 1 6 " 5 ' - 5 7 / 8 " 6 ' - 8 5 / 1 6 " 7 ' - 1 0 " 8 ' - 1 0 1 1 / 1 6 " 9 ' - 1 0 3 / 8 " 1 0 ' - 8 3 / 4 " 1 1 ' - 6 " 1 2 ' - 2 3 / 1 6 " 1 2 ' - 9 1 / 2 " 1 3 ' - 4 " 1 3 ' - 9 3 / 4 " 1 4 ' - 2 3 / 4 " 1 4 ' - 7 3 / 1 6 " 1 4 ' - 1 0 1 5 / 1 6 " 1 5 ' - 2 1 / 8 " 1 5 ' - 4 1 1 / 1 6 " 1 5 ' - 6 5 / 8 " 1 5 ' - 7 1 5 / 1 6 " 1 5 ' - 8 1 1 / 1 6 " 1 5 ' - 8 7 / 8 " 1 5 ' - 8 1 / 2 " 1 5 ' - 7 1 3 / 1 6 " 1 5 ' - 6 5 / 8 " 1 5 ' - 5 1 / 8 " 1 5 ' - 3 3 / 1 6 " 1 5 ' - 0 1 3 / 1 6 " 1 4 ' - 1 0 " 1 4 ' - 6 1 3 / 1 6 " 1 4 ' - 3 7 / 1 6 " 1 4 ' - 0 1 / 8 " 1 3 ' - 8 3 / 4 " 1 3 ' - 6 3 / 8 " 1 3 ' - 4 1 / 4 " 1 3 ' - 2 1 / 8 " T- 4 Di m e n s i o n s a r e s p a c e d 1 ' - 0 " a p a r t st a r t i n g a t i n s i d e o f c u r t a i n w a l l f r a m e In s t a l l T - 4 t i l e o n v e r t i c a l fa c e o f c u r v e , e d g e s o f ra m p , a n d o n s t a i r r i s e r s T- 1 GH 1 2 3 4 5 6 2 ' - 0 " 4 ' - 0 " 5 ' - 0 " 3 ' - 0 " 7 ' - 0 "1 9' - 0" 4 ' - 0 " 4 ' - 0 " 6 ' - 0 " 1 0' - 0"4 ' - 0 "1 2' - 0"8 ' - 0 "9 ' - 0 "4 ' - 0 "5 ' - 0 "2 ' - 0 " 8 ' - 4 " 4 ' - 0 " 1 6 ' - 0 " 8 ' - 0 "1 1 ' - 0 "T Y P 5 ' - 0 " 5 ' - 1 1 / 4 " 9 ' - 3 3 1 / 3 2 " 9 ' - 4 3 / 8 " 9 ' - 6 1 / 8 " 9 ' - 7 1 3 / 1 6 " 9 ' - 9 5 / 1 6 " 9 ' - 1 0 1 1 / 1 6 " 9 ' - 1 1 1 5 / 1 6 " 1 0 ' - 1 1 / 1 6 " 1 0 ' - 2 1 / 1 6 " 1 0 ' - 2 7 / 8 " 1 0 ' - 3 1 / 2 " 1 0 ' - 3 7 / 8 " 1 0 ' - 4 1 / 1 6 " 1 0 ' - 4 " 1 0 ' - 3 3 / 4 " 1 0 ' - 3 5 / 1 6 " 1 0 ' - 2 1 1 / 1 6 " 1 0 ' - 1 1 5 / 1 6 " 1 0 ' - 0 1 5 / 1 6 " 9 ' - 1 1 1 3 / 1 6 " 9 ' - 1 0 1 / 2 " 9 ' - 8 7 / 8 " 9 ' - 7 " 9 ' - 4 3 / 4 " 9 ' - 2 7 / 1 6 " 8 ' - 1 1 1 5 / 1 6 " 8 ' - 9 3 / 8 " 8 ' - 6 9 / 1 6 " 8 ' - 3 9 / 1 6 " 8 ' - 0 7 / 1 6 " 7 ' - 9 1 / 4 " 7 ' - 6 " 7 ' - 2 1 1 / 1 6 " 6 ' - 1 1 1 / 4 " 6 ' - 7 1 3 / 1 6 " 6 ' - 4 1 / 4 " 6 ' - 0 5 / 8 " 5 ' - 8 7 / 8 " 5 ' - 5 1 / 8 " 4 5 . 0 0 ° 1 2 6 .0 0 ° T- 2 T- 1 A T- 1 A T- 1 A T- 1 A T-1AT-1A T-1A T-1AT-1AT-1A Di m e n s i o n s a r e s p a c e d 1 ' - 0 " a p a r t st a r t i n g a t i n s i d e o f c u r t a i n w a l l f r a m e Me t a l S c h l u t e r T r a n s i t i o n In s t a l l M e t a l S c h l u t e r T r a n s i t i o n a l o n g on e e d g e o f a n g l e d a c c e n t b a n d s ( t y p ) T- 1 T- 1 T-1 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 3 : 0 2 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A615Enlarged Finish PlansDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 4 " = 1 ' - 0 " 1 En l a r g e d F i n i s h P l a n - F i rs t F l o o r B r i z o D i s p l a y 1 / 4 " = 1 ' - 0 " 2 En l a r g e d F i n i s h P l a n - F i rs t F l o o r A t r i u m P a t t e r n s No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 11 DC DA DB Fi n i s h F l o o r Pe r P l a n S e e S c h e d u l e Se e S c h e d u l e 0 ' - 8 " 2 ' - 1 " Se e S c h e d u l e S e e S c h e d u l e 0 ' - 6 " V a r i e s 1 ' - 0 " 0' - 6 " Va r i e s 0' - 6 " Se e S c h e d u l e S e e S c h e d u l e 8" 4" FC FA FB FD Fi n i s h F l o o r Pe r P l a n Sl i d e Sl i d e Sl i d e Sl i d e Sl i d e S e e S c h e d u l e T y p P e r M a n u f a c t u r e r EQ EQ EQ EQ EQ EQ Se e S c h e d u l e S e e S c h e d u l e 0 ' - 2 " 0' - 2 " Se e S c h e d u l e 0' - 2 " S e e S c h e d u l e 0 ' - 2 " 0' - 2 " Se e S c h e d u l e 0' - 2 " Se e S c h e d u l e Sl i d e Sl i d e Sl i d e Sl i d e EQ EQ EQ EQ EQ EQ 1 0 ' - 0 " P e r M a n u f a c t u r e r P e r M a n u f a c t u r e r M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 6 : 3 7 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A621Door and Storefront Door Schedule &ElevationsDelta Faucet Headquarters ExpansionJELJMG11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 Do o r S c h e d u l e Do o r Nu m b e r Lo c a t i o n D o o r D a t a F r a m e D a t a Ha r d w a r e SetsFire Rating Comments Fr o m T o D o o r D i m e n s i o n s Do o r M a t e r i a l Gl a s s Ty p e Do o r El e v a t i o n Fr a m e M a t e r i a l Fr a m e El e v a t i o n Nu m b e r R o o m N a m e N u m b e r R o o m N a m e W i d t h H e i g h t 22 0 2 2 0 B u s i n e s s C e n t e r 2 0 4 A t r i u m P e r F r a m e P e r F r a m e A l u m i n u m & G l a s s G L - 6 D C A l u m i n u m F L 3 7 22 1 2 2 1 W . R . R . 2 0 4 A t r i u m 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 2 9 22 2 2 0 4 A t r i u m 2 2 2 I T / E l e c 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 4 4 22 3 2 0 4 A t r i u m 2 2 3 M . R . R . 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 2 9 30 4 3 0 3 E - B u s i n e s s 3 0 4 O f f i c e 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 30 5 3 0 3 E - B u s i n e s s 3 0 5 O f f i c e 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 30 6 3 0 3 E - B u s i n e s s 3 0 6 O f f i c e 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 30 7 3 0 2 C i r c u l a t i o n 3 0 7 M e e t i n g 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 30 8 3 5 0 S u p p l y C h a i n 3 0 8 M e e t i n g 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 30 9 3 0 2 C i r c u l a t i o n 3 0 9 M e e t i n g 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 31 0 3 0 2 C i r c u l a t i o n 3 1 0 M e e t i n g 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 31 1 3 1 1 I D F 3 0 2 C i r c u l a t i o n 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 4 4 31 2 3 1 2 M . R . R . 3 0 2 C i r c u l a t i o n 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 2 4 31 3 3 1 3 W . R . R . 3 0 2 C i r c u l a t i o n 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 2 4 31 4 3 1 4 J a n . 3 0 2 C i r c u l a t i o n 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 0 3 31 5 3 0 2 C i r c u l a t i o n 3 1 5 H R D e p t . 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 4 4 31 6 3 1 5 H R D e p t . 3 1 6 O f f i c e 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 31 7 3 1 5 H R D e p t . 3 1 7 M e e t i n g 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 31 8 3 1 5 H R D e p t . 3 1 8 V P O f f i c e 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 31 9 3 0 2 C i r c u l a t i o n 3 1 9 H a l l 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 4 4 32 0 3 1 9 H a l l 3 2 0 O f f i c e 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 32 1 3 1 9 H a l l 3 2 1 O f f i c e 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 32 2 3 1 9 H a l l 3 2 2 O f f i c e 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 32 3 3 1 9 H a l l 3 2 3 O f f i c e 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 32 4 3 1 9 H a l l 3 2 4 O f f i c e 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 32 5 3 2 5 O f f i c e 3 1 9 H a l l 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 32 6 3 1 9 H a l l 3 2 6 O f f i c e 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 32 7 3 1 9 H a l l 3 2 7 L i b r a r y 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 1 1 A 33 0 3 0 2 C i r c u l a t i o n 3 3 0 W . R . R . 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 0 4 33 1 3 0 2 C i r c u l a t i o n 3 3 1 M . R . R . 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 0 4 33 2 3 3 2 S t o r a g e R o o m 3 3 4 I n t e r n a t i o n a l 3 ' - 0 " ( P a i r ) 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F B 3 0 33 3 3 3 4 I n t e r n a t i o n a l 3 3 3 I T / E l e c 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 4 4 33 5 3 3 4 I n t e r n a t i o n a l 3 3 5 O f f i c e 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 33 6 3 3 4 I n t e r n a t i o n a l 3 3 6 V P O f f i c e 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 B 33 7 3 3 7 O f f i c e 3 3 4 I n t e r n a t i o n a l 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 33 8 3 3 8 O f f i c e 3 3 4 I n t e r n a t i o n a l 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 33 9 3 3 4 I n t e r n a t i o n a l 3 3 9 O f f i c e 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 34 0 3 4 0 O f f i c e 3 5 0 S u p p l y C h a i n 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 34 1 3 4 1 O f f i c e 3 5 0 S u p p l y C h a i n 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 34 2 3 4 2 O f f i c e 3 5 0 S u p p l y C h a i n 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 34 3 3 5 0 S u p p l y C h a i n 3 4 3 O f f i c e 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 34 4 3 5 0 S u p p l y C h a i n 3 4 4 O f f i c e 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 34 5 3 5 0 S u p p l y C h a i n 3 4 5 O f f i c e 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 34 6 3 5 0 S u p p l y C h a i n 3 4 6 O f f i c e 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 34 7 3 5 0 S u p p l y C h a i n 3 4 7 O f f i c e 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 34 8 3 5 0 S u p p l y C h a i n 3 4 8 O f f i c e 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 34 9 3 5 0 S u p p l y C h a i n 3 4 9 O f f i c e 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F A 1 1 35 1 3 5 1 S t o r a g e 3 5 0 S u p p l y C h a i n 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 1 0 S1 - 0 0 0 2 C o r r i d o r S T R 1 S t a i r 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 9 D B H o l l o w M e t a l F A 1 8 9 0 M i n S1 - 1 1 0 2 C o r r i d o r S T R 1 S t a i r 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 9 D B H o l l o w M e t a l F A 1 8 9 0 M i n S1 - 1 A S T R 1 S t a i r P e r F r a m e P e r F r a m e A l u m i n u m & G l as s G L - 2 D C A l u m i n u m - 3 6 D o o r i s p a r t o f E x t e r i o r Curtain Wall - See A200 Series Sheets for more Information S1 - 2 2 0 2 C o r r i d o r S T R 1 S t a i r 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 9 D B H o l l o w M e t a l F A 1 8 9 0 M i n S1 - 3 3 0 2 C i r c u l a t i o n S T R 1 S t a i r 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 9 D B H o l l o w M e t a l F A 1 8 9 0 M i n S1 - 4 4 0 1 S h e l l S p a c e S T R 1 S t a i r 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 9 D B H o l l o w M e t a l F A 1 8 9 0 M i n S1 - 5 3' - 0 " 7 ' - 0 " H o l l o w M e t a l - D A H o l l o w M e t a l F A 3 5 9 0 M i n S2 - 0 0 0 5 C o r r i d o r S T R 2 S t a i r 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 9 D B H o l l o w M e t a l F A 1 8 9 0 M i n S2 - 1 A S T R 2 S t a i r P e r F r a m e P e r F r a m e A l u m i n u m & G l as s G L - 1 D C A l u m i n u m - 3 1 D o o r i s p a r t o f E x t e r i o r Curtain Wall - See A200 Series Sheets for more Information S2 - 1 B 1 0 4 A t r i u m S T R 2 S t a i r 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 9 D B H o l l o w M e t a l F A 1 8 9 0 M i n S2 - 2 2 0 4 A t r i u m S T R 2 S t a i r 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 9 D B H o l l o w M e t a l F A 1 8 9 0 M i n S2 - 3 3 0 2 C i r c u l a t i o n S T R 2 S t a i r 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 9 D B H o l l o w M e t a l F A 1 8 9 0 M i n S2 - 4 4 0 1 S h e l l S p a c e S T R 2 S t a i r 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 9 D B H o l l o w M e t a l F A 1 8 9 0 M i n Do o r S c h e d u l e Do o r Nu m b e r Lo c a t i o n D o o r D a t a F r a m e D a t a Ha r d w a r e Se t s Fi r e Ra t i n g Co m m e n t s Fr o m T o D o o r D i m e n s i o n s Do o r M a t e r i a l Gl a s s Ty p e Do o r El e v a t i o n Fr a m e M a t e r i a l Fr a m e El e v a t i o n Nu m b e r R o o m N a m e N u m b e r R o o m N a m e W i d t h H e i g h t 00 1 0 0 1 P e d e s t r i a n Co n n e c t o r 4' - 0 " ( P a i r ) 7 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 8 D B H o l l o w M e t a l F B 0 1 S m o k e R e q u i r e s g a s k e t s a n d cl o s e r 00 3 0 0 3 P a c k a g e T e s t i n g 0 0 2 C o r r i d o r 3 ' - 0 " ( P a i r ) 1 0 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F B 3 4 00 4 0 0 4 B a t h i n g I n s t a l l & Te s t i n g 00 2 C o r r i d o r 3 ' - 0 " ( P a i r ) 1 0 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F B 3 4 00 4 A 0 0 4 A C h a s e 0 0 4 B a t h i n g I n s t a l l & Te s t i n g 3' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 0 3 00 6 0 0 5 C o r r i d o r 0 0 6 C h a n g i n g ( F u t u r e ) 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 0 4 00 7 A 0 0 6 C h a n g i n g ( F u t u r e ) 0 0 7 B a t h i n g E x p e r i e n c e (F u t u r e ) 3' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 0 4 00 7 B 0 0 4 B a t h i n g I n s t a l l & Te s t i n g 00 7 B a t h i n g E x p e r i e n c e (F u t u r e ) 3' - 0 " ( P a i r ) 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F B 0 5 00 8 0 0 5 C o r r i d o r 0 0 8 W . R . R . 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 0 6 00 9 0 0 5 C o r r i d o r 0 0 9 S t o r a g e R o o m 3 ' - 0 " ( P a i r ) 8 ' - 0 " S o l i d Co r e W o o d - D A H o l l o w M e t a l F B 0 7 A S m o k e R e q u i r e s g a s k e t s a n d cl o s e r 01 0 0 0 5 C o r r i d o r 0 1 0 M . R . R . 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 0 6 01 1 0 1 1 J a n . 0 0 5 C o r r i d o r 2 ' - 8 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 0 8 01 2 0 1 2 M e c h a n i c a l 0 0 5 C o r r i d o r 3 ' - 0 " ( P a i r ) 8 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F B 0 9 4 5 M i n 01 3 0 0 5 C o r r i d o r 0 1 3 I D F 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 4 1 01 4 0 0 5 C o r r i d o r 0 1 4 M o d e l S h o p 3 ' - 0 " ( P a i r ) 8 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F B 2 8 01 5 0 1 4 M o d e l S h o p 0 1 5 S t o r a g e R o o m 3 ' - 0 " 7 ' - 0 " - D A H o l l o w M e t a l F A 1 6 S m o k e R e q u i r e s g a s k e t s a n d cl o s e r 01 6 0 1 4 M o d e l S h o p 0 1 6 O f f i c e 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 1 1 01 7 0 1 4 M o d e l S h o p 0 1 7 G r i n d i n g 3 ' - 0 " , 2 ' - 0 " ( P a i r ) 8 ' - 0 " H o l l o w M e t a l - D A H o l l o w M e t a l F B 1 5 4 5 M i n 01 8 0 1 4 M o d e l S h o p 0 1 8 C l e a n i n g R o o m 3 ' - 0 " ( P a i r ) 8 ' - 0 " H o l l o w M e t a l & G l a s s - D A H o l l o w M e t a l F B 1 5 4 5 M i n 01 9 0 1 9 3 D P r i n t i n g 0 1 4 M o d e l S h o p 3 ' - 0 " ( P a i r ) 8 ' -0 " H o l l o w M e t a l & G l a s s G L - 6 D C H o l l o w M e t a l F B 1 2 02 1 0 2 3 L a b W o r k A r e a 0 2 1 L i f e C y c l e T e s t i n g 3 ' - 0 " ( P a i r ) 10 ' - 0 " S o l i d C o r e W o o d & G l a s s G L - 6 D C H o l l o w M e t a l F B 1 9 02 2 0 2 3 L a b W o r k A r e a 0 2 2 M e c h a n i c a l & S u p p l y 3 ' - 0 " ( P a i r ) 8 ' - 0 " H o l l o w M e t a l - D A H o l l o w M e t a l F B 0 7 S m o k e R e q u i r e s g a s k e t s a n d cl o s e r 02 4 0 2 8 L a b O f f i c e s 0 2 4 O p t i c a l 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 1 1 02 5 A 0 2 5 I n c o m i n g 0 2 5 A P e n d i n g 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 1 1 02 6 A 0 2 3 L a b W o r k A r e a 0 2 6 W . I . P . 3 ' - 0 " ( P a i r ) 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F B 1 3 02 6 B 0 2 8 L a b O f f i c e s 0 2 6 W . I . P . 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 1 4 02 6 C 0 2 5 A P e n d i n g 0 2 6 W . I . P . 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 1 1 02 7 0 2 6 W . I . P . 0 2 7 S e c u r e S t o r a g e 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 1 1 02 9 A 0 2 3 L a b W o r k A r e a 0 2 9 O f f i c e 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 1 1 02 9 B 0 2 8 L a b O f f i c e s 0 2 9 O f f i c e 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 1 1 03 0 0 2 3 L a b W o r k A r e a 0 3 0 E l e c t r i c a l R o o m 4 ' - 0 " 7 ' - 0 " H o l l o w M e t a l - D A H o l l o w M e t a l F A 1 7 03 1 0 3 0 E l e c t r i c a l R o o m 0 3 1 W a t e r S e r v i c e 3 ' - 0 " 7' - 0 " N / A - N / A H o l l o w M e t a l F A N / A C a s e d o p e n i n g 03 3 0 0 2 C o r r i d o r 0 3 3 F a c i l i t y S t o r a g e 3 ' - 0 " 7 ' - 0 " - D A H o l l o w M e t a l F A 1 0 S m o k e 10 1 A 1 0 1 P e d e s t r i a n Co n n e c t o r Pe r F r a m e P e r F r a m e A l u m i n u m & G l a s s G L - 2 D C A l u m i n u m - 4 2 D o o r i s p a r t o f E x t e r i o r Cu r t a i n W a l l - S e e A 2 0 0 Se r i e s S h e e t s f o r m o r e In f o r m a t i o n 10 1 B 1 0 1 P e d e s t r i a n Co n n e c t o r Pe r F r a m e P e r F r a m e A l u m i n u m & G l a s s G L - 8 D C A l u m i n u m F E 0 1 R e q u i r e s g a s k e t s a n d cl o s e r 10 1 C 1 0 1 P e d e s t r i a n Co n n e c t o r Pe r F r a m e P e r F r a m e A l u m i n u m & G l a s s G L - 2 D C A l u m i n u m - 4 6 D o o r i s p a r t o f E x t e r i o r Cu r t a i n W a l l - S e e A 2 0 0 Se r i e s S h e e t s f o r m o r e In f o r m a t i o n 10 1 D 1 0 1 P e d e s t r i a n Co n n e c t o r Pe r F r a m e P e r F r a m e A l u m i n u m & G l a s s G L - 2 D C A l u m i n u m - 4 6 D o o r i s p a r t o f E x t e r i o r Cu r t a i n W a l l - S e e A 2 0 0 Se r i e s S h e e t s f o r m o r e In f o r m a t i o n 10 3 A 1 0 3 C a f e P e r F r a m e P e r F r a m e A l u m i n u m & G l as s G L - 2 D C A l u m i n u m - 3 1 D o o r i s p a r t o f E x t e r i o r Cu r t a i n W a l l - S e e A 2 0 0 Se r i e s S h e e t s f o r m o r e In f o r m a t i o n 10 3 B 1 0 3 C a f e 1 7 ' - 7 " 1 0 ' - 0 " A l u m i n u m & G l a s s G L - 2 D C A l u m i n u m F C 3 7 10 3 C 1 0 3 C a f e 1 7 ' - 7 " 1 0 ' - 0 " A l u m i n u m & G l a s s G L - 2 D C A l u m i n u m F C 3 7 10 5 A 1 0 5 K i t c h e n 3 ' - 0 " 7 ' - 0 " H o l l o w M e t a l - D A H o l l o w M e t a l F A 2 1 D o o r t o b e w e a t h e r t i g h t 10 5 B 1 0 5 K i t c h e n 1 0 4 A t r i u m 3 ' - 0 " 7 ' - 0 " H o l l o w M e t a l & G l a s s G L - 2 D B H o l l o w M e t a l F A 2 2 10 5 C 1 0 5 K i t c h e n 1 0 3 C a f e 3 ' - 0 " 7 ' - 0 " H o l l o w M e t a l & G l a s s G L - 2 D B H o l l o w M e t a l F A 2 3 10 5 D 1 0 5 K i t c h e n 1 0 5 D H o l d i n g 3 ' - 0 " 7 ' - 0 " H o l l o w M e t a l - D A H o l l o w M e t a l F A 4 3 10 6 1 0 6 J a n . 1 0 4 A t r i u m 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 0 3 10 7 1 0 7 W . R . R . 1 0 4 A t r i u m 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 2 4 10 8 1 0 8 M . R . R . 1 0 4 A t r i u m 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 2 4 10 9 1 0 9 I D F 1 0 4 A t r i u m 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 4 4 11 0 1 0 4 A t r i u m 1 1 0 I n t e r n a t i o n a l 3 ' - 8 " ( x 6 ) 8 ' - 6 " A l u m i n u m & G l a s s G L - 6 D C A l u m i n u m F D 3 7 11 1 A 1 1 1 V e s t i b u l e P e r F r a m e P e r F r a m e A l u m i n u m & Gl a s s G L - 1 D C A l u m i n u m - 4 5 D o o r i s p a r t o f E x t e r i o r Cu r t a i n W a l l - S e e A 2 0 0 Se r i e s S h e e t s f o r m o r e In f o r m a t i o n 11 1 B 1 1 1 V e s t i b u l e 1 0 4 A t r i u m P e r F r a m e P e r F r a m e A l u m i n u m & G l a s s D C A l u m i n u m F F 2 0 11 2 A 1 1 2 S h o w r o o m 4 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 4 4 11 3 A 1 1 3 E n t r y P e r F r a m e P e r F r a m e A l u m i n u m & G l as s G L - 2 D C A l u m i n u m - 4 7 D o o r i s p a r t o f E x t e r i o r Cu r t a i n W a l l - S e e A 2 0 0 Se r i e s S h e e t s f o r m o r e In f o r m a t i o n 11 3 B 1 1 3 E n t r y 1 0 4 A t r i u m P e r F r a m e P e r F r a m e A l u m i n u m & G l a s s D C A l u m i n u m F G 2 0 C o o r d i n a t e s h a r e d mu l l i o n w i t h w i n d o w 11 3 A 11 5 1 1 4 R e c e p t i o n 1 1 5 I T / E l e c 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 4 4 11 6 1 0 4 A t r i u m 1 1 6 M . R . R . 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 0 4 11 7 1 0 4 A t r i u m 1 1 7 W . R . R . 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 0 4 11 8 1 0 2 C o r r i d o r 1 1 8 S t o r a g e 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 1 0 S m o k e 20 1 2 0 1 P e d e s t r i a n Co n n e c t o r Pe r F r a m e P e r F r a m e A l u m i n u m & G l a s s G L - 8 D C A l u m i n u m F E 3 3 R e q u i r e s g a s k e t s a n d cl o s e r 20 2 2 2 4 P l a z a D e c k 2 0 2 C o r r i d o r P e r F r a m e P e r F r a m e A l u m i n u m & G l a s s G L - 2 D C A l u m i n u m - 2 5 D o o r i s p a r t o f E x t e r i o r Cu r t a i n W a l l - S e e A 2 0 0 Se r i e s S h e e t s f o r m o r e In f o r m a t i o n 20 3 2 0 2 C o r r i d o r 2 0 3 S t o r a g e 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 1 0 20 5 A 2 2 4 P l a z a D e c k 2 0 5 C o n f e r e n c e R o o m P e r F r a m e P e r F r a m e A lu m i n u m & G l a s s G L - 1 D C A l u m i n u m - 3 8 D o o r i s p a r t o f E x t e r i o r Cu r t a i n W a l l - S e e A 2 0 0 Se r i e s S h e e t s f o r m o r e In f o r m a t i o n 20 5 B 2 0 5 C o n f e r e n c e R o o m 2 0 4 A t r i u m P e r F r a m e P e r F r a m e A lu m i n u m & G l a s s G L - 6 D C A l u m i n u m F J 3 9 C o o r d i n a t e s h a r e d mu l l i o n w i t h w i n d o w 20 5 A 20 6 A 2 2 4 P l a z a D e c k 2 0 6 C o n f e r e n c e R o o m P e r F r a m e P e r F r a m e A lu m i n u m & G l a s s G L - 1 D C A l u m i n u m - 3 8 D o o r i s p a r t o f E x t e r i o r Cu r t a i n W a l l - S e e A 2 0 0 Se r i e s S h e e t s f o r m o r e In f o r m a t i o n 20 6 B 2 0 6 C o n f e r e n c e R o o m 2 0 4 A t r i u m P e r F r a m e P e r F r a m e A lu m i n u m & G l a s s G L - 6 D C A l u m i n u m F J 3 9 C o o r d i n a t e s h a r e d mu l l i o n w i t h w i n d o w 20 6 A 20 7 A 2 2 4 P l a z a D e c k 2 0 7 C o n f e r e n c e R o o m P e r F r a m e P e r F r a m e A lu m i n u m & G l a s s G L - 1 D C A l u m i n u m - 3 8 D o o r i s p a r t o f E x t e r i o r Cu r t a i n W a l l - S e e A 2 0 0 Se r i e s S h e e t s f o r m o r e In f o r m a t i o n 20 7 B 2 0 7 C o n f e r e n c e R o o m 2 0 4 A t r i u m P e r F r a m e P e r F r a m e A lu m i n u m & G l a s s G L - 6 D C A l u m i n u m F J 3 9 C o o r d i n a t e s h a r e d mu l l i o n w i t h w i n d o w 20 7 A 20 8 A 2 2 4 P l a z a D e c k 2 0 8 V e s t i b u l e P e r F r a m e P e r F r a m e A l u m i nu m & G l a s s G L - 1 D C A l u m i n u m - 3 2 D o o r i s p a r t o f E x t e r i o r Cu r t a i n W a l l - S e e A 2 0 0 Se r i e s S h e e t s f o r m o r e In f o r m a t i o n 20 8 B 2 0 8 V e s t i b u l e 2 0 4 A t r i u m 3 ' - 0 " 7 ' - 0 " A l u m i n u m & G l a s s G L - 4 D C A l u m i n u m F A 4 0 20 9 2 0 9 J a n . 2 0 4 A t r i u m 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 0 3 21 0 2 1 0 W . R . R . 2 0 4 A t r i u m 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 2 4 21 1 2 1 1 M . R . R . 2 0 4 A t r i u m 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 2 4 21 2 2 1 2 I D F 2 0 4 A t r i u m 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 4 4 21 3 2 0 4 A t r i u m 2 1 3 M e e t i n g R o o m P e r F r a m e P e r F r a m e S o l i d C o r e W o o d - D A H o l l o w M e t a l & G l a s s F K 2 6 21 4 2 0 4 A t r i u m 2 1 4 M e e t i n g R o o m P e r F r a m e P e r F r a m e S o l i d C o r e W o o d - D A H o l l o w M e t a l & G l a s s F K 2 6 21 5 A 2 1 5 M e e t i n g R o o m 2 0 4 A t r i u m 3 ' - 0 " ( P a i r ) 1 0 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 2 7 21 5 B 2 1 5 M e e t i n g R o o m 2 0 4 A t r i u m P e r F r a m e P e r F r a m e S o l i d C o r e W o o d - D A H o l l o w M e t a l & G l a s s F K 2 6 21 6 A 2 1 6 M e e t i n g R o o m 2 0 4 A t r i u m 3 ' - 0 " ( P a i r ) 1 0 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 2 7 21 6 B 2 0 4 A t r i u m 2 1 6 M e e t i n g R o o m P e r F r a m e P e r F r a m e S o l i d C o r e W o o d - D A H o l l o w M e t a l & G l a s s F K 2 6 21 7 2 1 7 A V C l o s e t 2 0 4 A t r i u m 3 ' - 0 " ( P a i r ) 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F B 4 1 21 8 A 2 1 8 C a t e r i n g S t a g i n g 2 1 9 B r e a k - o u t A r e a 3 ' - 0 " ( P a i r ) 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F B 1 3 21 8 B 2 1 6 M e e t i n g R o o m 2 1 8 C a t e r i n g S t a g i n g 3 ' - 0 " 7 ' - 0 " S o l i d C o r e W o o d - D A H o l l o w M e t a l F A 2 3 1 / 4 " = 1 ' - 0 " Do o r E l e v a t i o n s 1 / 4 " = 1 ' - 0 " Do o r F r a m e El e v a t i o n s See A631 For Additional Frame ElevationsNo. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 2" 3' - 8 " 2" 2 " 3 ' - 8 " 2 " 4' - 0 " 3 ' - 2 " 4 ' - 0 " GL - 5 2 " 3 ' - 8 " 2 " 4 ' - 0 " 3 ' - 2 " 9' - 1 1 " V e r i f y i n F i e l d EQ 2" EQ 2" 2" GL - 5 GL - 5 EQ 2" EQ 2" EQ 2" EQ 2" 2" 18 ' - 7 " V e r i f y i n F i e l d 2 " 3 ' - 8 " 2 " 4 ' - 0 " 3 ' - 2 " GL - 5 GL - 5 GL - 5 GL - 5 EQ 2" EQ 2" EQ 2" 2" 12 ' - 7 " V e r i f y i n F i e l d 2 " 3 ' - 8 " 2 " 4 ' - 0 " 3 ' - 2 " GL - 5 GL - 5 GL - 5 2" 4' - 8 " 2" 5' - 0 " 2 " 9 " 2 " 3 ' - 9 " 2 " 5 ' - 0 " 3 ' - 2 " GL - 5 GL - 5 2" EQ 2" EQ 2" EQ 2" EQ 2" 18 ' - 7 " V e r i f y i n F i e l d 2 " 9 " 1 ' - 1 " 7 ' - 1 " GL - 5 GL - 5 GL - 5 GL - 5 2" EQ 2"EQ 2"EQ 11 ' - 7 " V e r i f y i n F i e l d 2"9"2"3' - 9"2"5' - 0"3' - 2" GL - 5 GL - 5 GL-5GL-5 GL-5GL-5EQ2"EQ 2"EQ 2"EQ 2"19' - 3" Verify in Field 2"3' - 9"2"9"2"3' - 2"5' - 0"GL-5 GL-5 GL-5 GL-5 GL-5 GL-5 GL-5 GL-5 2" 4' - 8 " 2" 5' - 0 " 2 " 3 ' - 8 " 2 " 4 ' - 0 " 3 ' - 2 " Fi n i s h F l o o r Pe r P l a n GL - 5 2" EQ 2" EQ 2" EQ 2" EQ 2" 19 ' - 7 " V e r i f y i n F i e l d 2 " 3 ' - 8 " 2 " 4 ' - 0 " 3 ' - 2 " GL - 5 GL - 5 GL - 5 GL - 5 2" 2' - 8 " 2" 3' - 0 " 2 " 3 ' - 8 " 2 " 4 ' - 0 " 3 ' - 2 " GL - 5 2" EQ 2" EQ 2" 6' - 0 " 2 " 3 ' - 8 " 2 " 4 ' - 0 " 3 ' - 2 " GL - 5 GL - 5 2 " 2 ' - 4 1 / 2 " 2 " 5 ' - 3 1 / 2 " 2 " 1 ' - 8 " 2 " 1 0 ' - 0 " 22 ' - 5 " Al i g n t o p o f m u l l i o n wi t h a d j a c e n t cu r t a i n w a l l m u l l i o n Al i g n t o p o f m u l l i o n wi t h a d j a c e n t cu r t a i n w a l l m u l l i o n GL - 4 GL - 4 GL - 4 GL - 4 GL - 4 GL - 4 GL - 6 GL - 6 GL - 5 GL - 5 GL - 5 GL - 5 G L - 5 G L - 5 G L - 5 2" 10 ' - 1 0 " 4" 10 ' - 1 1 " 2" EQ 2" 1' - 2 " 2" EQ EQ 2" EQ 2 " 7 ' - 1 0 " 2 " 1 ' - 8 " 2 " Fi n i s h F l o o r Pe r P l a n 1 0 ' - 0 " 4" 3' - 7 " 4" 4' - 3 " 1" 3' - 1 0 " 1" S h a r e d V e r t i c a l B u t t - G l a z e d M u l l i o n S h a r e d V e r t i c a l B u t t - G l a z e d M u l l i o n GL - 6 GL - 5 S h a r e d V e r t i c a l B u t t - G l a z e d M u l l i o n EQ EQ EQ 2" 2 " 7 ' - 1 0 " 2 " 1 ' - 8 " 2 " 1 0 ' - 0 " 11 ' - 6 " V e r i f y i n F i e l d Bu t t - G l a z e d Ve r t i c a l Mu l l i o n s GL - 6 GL - 5 GL - 6 GL - 5 GL - 6 GL - 5 2" EQ EQ 2" 5' - 1 1 " V e r i f y i n F i e l d 2 " 1 ' - 8 " 2 " 7 ' - 1 0 " 2 " 10' - 0" Bu t t - Gl a z e d Ve r t i c a l Mu l l i o n s GL - 6 GL - 6 GL - 5 GL - 5 1' - 6"9' - 2"2"6' - 4"2"2' - 4"2"2"EQ EQ 2"9' - 0"10' - 8"Butt-Glazed Vertical Mullions GL-5 GL-5GL-5 GL-5 5 A451 2" EQ EQ EQ EQ EQ EQ 2" 26 ' - 1 " V e r i f y i n F i e l d 2 " 7 ' - 1 0 " 2 " 2 ' - 4 " 2 " 1 0 ' - 8 " Bu t t - G l a z e d Ve r t i c a l Mu l l i o n s Fi n i s h F l o o r Pe r P l a n GL - 6 GL - 5 GL - 6 GL - 5 GL - 6 GL - 5 GL - 6 GL - 5 GL - 6 GL - 5 GL - 6 GL - 5 2"5' - 10"2"3' - 7"4"2"7' - 10"2"1' - 8"2"10' - 1"10' - 0"Shared Vertical Mullion GL-4GL-4 GL-4 2 " 7 ' - 1 0 " 2 " 2 ' - 4 " 2 " 1 0 ' - 8 " 9 ' - 1 0 " 2 " 8 " 1 0 ' - 0 " 2" EQ EQ 2" EQ EQ 2" 8' - 2 " V e r i f y i n F i e l d 8' - 4 " V e r i f y i n F i e l d 16 ' - 7 " V e r i f y i n F i e l d Bu t t - G l a z e d Ve r t i c a l Mu l l i o n s Bu t t - G l a z e d Ve r t i c a l Mu l l i o n s GL - 4 GL - 4 GL - 4 GL - 4 GL - 6 GL - 6 GL - 5 GL - 5 2 " 7 ' - 1 0 " 2 " 1 ' - 8 " 2 " 1 0 ' - 0 " 2" 2' - 0 " 2" 8' - 0 " 2" 2' - 0 " 2" 12 ' - 8 " Fi n i s h F l o o r Pe r P l a n Pa i r o f 4 ' - 0 " wi d e d o o r s 8 ' - 0 " GL - 6 GL - 6 GL - 5 GL - 5 GL - 5 2" EQ 2" 6' - 0 " 2" EQ 2" 8' - 7 " V e r i f y i n F i e l d 2 " 7 ' - 1 0 " 2 " 1 ' - 8 " 2 " 1 0 ' - 0 " 8 ' - 0 " Pa i r o f 3 ' - 0 " wi d e d o o r s GL - 5 GL - 6 S h a r e d V e r t i c a l B u t t - G l a z e d M u l l i o n 2" EQ EQ 2" 6' - 0 " 2" 2' - 1 0 " 15 ' - 5 " V e r i f y i n F i e l d Pa i r o f 3 ' - 0 " wi d e d o o r s 8 ' - 0 " Bu t t - G l a z e d Ve r t i c a l Mu l l i o n 2 " 1 ' - 8 " 2 " 7 ' - 1 0 " 2 " 1 0 ' - 0 " GL - 6 GL - 5 GL - 6 GL - 5 GL - 6 GL - 5 GL - 5 No t U s e d 2" 3' - 0 " 2" 1' - 7 " S h a r e d V e t i c a l B u t t - G l a z e d M u l l i o n 2 " 7 ' - 1 0 " 2 " 1 ' - 8 " 2 " 1 0 ' - 0 " 4' - 1 1 " 8 ' - 0 " 3' - 0 " GL - 5 GL - 5 GL - 6 2" 3' - 0 " 2" 1' - 0 " 2" 4' - 6 " 2 " 1 ' - 1 0 " 2 " 7 ' - 1 0 " 2 " 1 0 ' - 2 " 3' - 0 " 1 0 ' - 0 " GL - 6 GL - 6 2" 5' - 0 " 2"3' - 0"2" 8' - 6 " V e r i f y i n F i e l d 8' - 0"2"1' - 8"2"10' - 0"2"3' - 0"8' - 0" GL - 6 GL - 5 GL-5 M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 7 : 0 6 : 4 6 P M C : \ U s e r s \ j o e . A R C H I T U R A C O R P \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ J o e . r v t A631Window & Storefront Window Schedule &ElevationsDelta Faucet Headquarters ExpansionJELJEL11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4Window & Storefront Schedule Ma r k Nominal WidthNominal Height Elevation Frame MaterialFire Rating Comments 00 4 1 9 ' - 9 " 4 ' - 0 " W L 01 6 A 5 ' - 0 " 4 ' - 0 " W K 01 6 B 5 ' - 0 " 4 ' - 0 " W K 01 9 A 1 8 ' - 9 " 1 ' - 1 " W G 01 9 B 1 1 ' - 9 " 5 ' - 0 " W H C o o r d i n a t e s h a r e d m u l l i o n a t c o r n e r w i t h w i n d o w 0 1 9 C 01 9 C 1 9 ' - 3 " 5 ' - 0 " W J C o o r d i n a t e s h a r e d m u l l i o n a t c o r n e r w i t h w i n d o w 0 1 9 B 02 1 A 1 0 ' - 1 " 3 ' - 1 1 " W C 02 1 B 1 8 ' - 9 " 4 ' - 0 " W D 02 1 C 1 2 ' - 9 " 3 ' - 1 1 " W E 02 1 D 5 ' - 0 " 5 ' - 0 " W F 02 5 A 4 ' - 0 " 4 ' - 0 " W B H o l l o w M e t a l 02 5 B 4 ' - 0 " 4 ' - 0 " W B H o l l o w M e t a l 02 5 C 4 ' - 0 " 4 ' - 0 " W B H o l l o w M e t a l 02 8 A 4 ' - 0 " 3 ' - 2 " W A 02 9 A 3 ' - 0 " 4 ' - 0 " W M 02 9 B 6 ' - 0 " 4 ' - 0 " W N 11 1 A 2 2 ' - 6 " 1 0 ' - 0 " W O A l u m i n u m 11 2 A 6 ' - 2 " 9 ' - 7 " W Q A l u m i n u m 11 2 B 9 ' - 1 " 9 ' - 1 " W R A l u m i n u m 11 2 C 2 6 ' - 3 " 1 0 ' - 7 " W T A l u m i n u m 11 2 D 1 6 ' - 9 " 1 0 ' - 3 " W U A l u m i n u m 11 3 A 1 0 ' - 0 " 5 ' - 1 " W S A l u m i n u m C o o r d i n a t e s h a r e d m u l l i o n w i t h d o o r 1 1 3 B 20 5 A 3 ' - 1 1 " 1 0 ' - 0 " W A A l u m i n u m C o o r d i n a t e s h a r e d m u l l i o n s w i t h d o o r 2 0 5 A a n d w i n d o w 205B 20 5 B 1 1 ' - 5 " 9 ' - 1 1 " W P A l u m i n u m C o o r d i n a t e s h a r e d m u l l i o n w i t h w i n d o w 2 0 5 A 20 6 A 3 ' - 1 1 " 1 0 ' - 0 " W A A l u m i n u m C o o r d i n a t e s h a r e d m u l l i o n s w i t h d o o r 2 0 6 A a n d w i n d o w 206B 20 6 B 1 1 ' - 6 " 9 ' - 1 0 " W P A l u m i n u m C o o r d i n a t e r s h a r e d m u l l i o n w i t h w i n d o w 2 0 6 A 20 7 A 3 ' - 1 1 " 1 0 ' - 0 " W A A l u m i n u m C o o r d i n a t e s h a r e d m u l l i o n s w i t h d o o r 2 0 7 A a n d w i n d o w 207B 20 7 B 1 1 ' - 6 " 9 ' - 1 0 " W P A l u m i n u m C o o r d i n a t e s h a r e d m u l l i o n w i t h w i n d o w 2 0 7 A 1 / 4 " = 1 ' - 0 " St o r e f r o n t W B 1 / 4 " = 1 ' - 0 " St o r e f r o n t W C 1 / 4 " = 1 ' - 0 " St o r e f r o n t W D 1 / 4 " = 1 ' - 0 " St o r e f r o n t W E 1 / 4 " = 1 ' - 0 " St o r e f r o n t W F 1 / 4 " = 1 ' - 0 " St o r e f r o n t W G 1 / 4 " = 1 ' - 0 " St o r e f r o n t W H 1/4" = 1'-0"Storefront WJ 1 / 4 " = 1 ' - 0 " St o r e f r o n t W K 1 / 4 " = 1 ' - 0 " St o r e f r o n t W L 1 / 4 " = 1 ' - 0 " St o r e f r o n t W M 1 / 4 " = 1 ' - 0 " St o r e f r o n t W N 1 / 4 " = 1 ' - 0 " St o r e f r o n t W O 1 / 4 " = 1 ' - 0 " St o r e f r o n t W A 1 / 4 " = 1 ' - 0 " St o r e f r o n t W P 1 / 4 " = 1 ' - 0 " St o r e f r o n t W Q 1/4" = 1'-0"Storefront WR 1 / 4 " = 1 ' - 0 " St o r e f r o n t W T 1/4" = 1'-0"Storefront WS 1 / 4 " = 1 ' - 0 " St o r e f r o n t W U 1 / 4 " = 1 ' - 0 " St o r e f r o n t D o o r F E 1 / 4 " = 1 ' - 0 " St o r e f r o n t D o o r F F 1 / 4 " = 1 ' - 0 " St o r e f r o n t D o o r F G 1 / 4 " = 1 ' - 0 " St o r e f r o n t D o o r F H 1 / 4 " = 1 ' - 0 " St o r e f r o n t D o o r F J 1 / 4 " = 1 ' - 0 " St o r e f r o n t D o o r F K 1 / 4 " = 1 ' - 0 " St o r e f r o n t D o o r F L No t e : Pr o v i d e d t e m p e r e d g l a s s a s s h o w n a n d a s r e q u i r e d b y C o n s u m e r P r o d u c t S a f e t y Co m m i s s i o n o r t h e I n d i a n a B u i l d i n g C o d e . R e p l a c e G L - 5 w i t h G L - 6 w h e r e te m p e r i n g i s r e q u i r e d a n d p r o v i d e t e m p e r e d g l a s s i n p l a c e o f c l e a r g l a s s w h e r e te m p e r i n g i s r e q u i r e d a s p a r t o f i n s u l a t e d u n i t s . No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 DN 56 58 57 18 6 0 1 8 4 8 1 8 4 8 1 8 4 8 1 8 4 8 1 8 3 6 1 8 4 8 1 8 4 8 1 8 4 8 W1 1 C1 2 C12C12 C 1 2 C 1 2 C 1 2 C 1 2 C1 2 W 4 6 W 4 6 W3 4 W1 1 W3 4 W 4 6 W 4 6 1 8 4 8 1 8 4 8 18 4 8 18 4 8 RE F . S A A B B C C D D E E F F G G H H I I J J 11 22 33 44 55 66 77 88 99 1010 1212XBXF XHXJ XMXN XQXSXU X2 X2 X3 X3 X1 X1 4. 3 A. 4 A. 4 H. 8 Me c h a n i c a l 01 2 St o r a g e R o o m 00 9 Li f e C y c l e T e s t i n g 02 1 Me c h a n i c a l & Su p p l y 02 2 Mo d e l S h o p 01 4 St o r a g e R o o m 01 5 Of f i c e 01 6 Gr i n d i n g 01 7 Cl e a n i n g R o o m 01 8 3D P r i n t i n g 01 9 Ba t h i n g Ex p e r i e n c e (F u t u r e ) 00 7 Ba t h i n g I n s t a l l & Te s t i n g 00 4 Pa c k a g e T e s t i n g 00 3 La b W o r k A r e a 02 3 W. I . P . 02 6 Se c u r e S t o r a g e 02 7 Op t i c a l 02 4 Pe n d i n g 02 5 A Of f i c e 02 9 Wa t e r S e r v i c e 03 1 El e c t r i c a l R o o m 03 0 Wo r k r o o m 03 2 Co r r i d o r 00 5 Ch a n g i n g (F u t u r e ) 00 6 W. R . R . 00 8 M. R . R . 01 0 ID F 01 3 Ja n . 01 1 In c o m i n g 02 5 La b O f f i c e s 02 8 Co r r i d o r 00 2 El e v a t o r EL E V 1 El e v a t o r EL E V 2 St a i r ST R 1 Ch a s e 00 4 A El e v a t o r L o b b y 02 0 Pe d e s t r i a n Co n n e c t o r 00 1 Fa c i l i t y S t o r a g e 03 3 St a i r ST R 2 1 1 1 2 1 1 1 2 2 2 22 1 A FDCD2' - 4"3"3"6' - 8"3"3' - 4 1/2"3' - 3 1/2"3"5' - 7 1/2"3"2' - 4"3' - 3 1/2"2' - 10 1/2"3"Note:Install glass privacy screen (G) between ajoining workstations similar to location shown in isometric of 6'x9' workstation - See detail 6/A642 3 A641Sim5A642Sim B E C DB D4' - 6"CBB F4' - 6"M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 3 : 0 3 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A641Furniture Plan -Lower LevelDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 1 / 8 " = 1 ' - 0 " 1 Fu r n i t u r e P l a n - L o w e r L e v e l Keynote Legend 1 6'x7' System Furniture Workstation - See Detail 2/A641 2 Loose Furniture - Not in Contract 1/2" = 1'-0"2 6x7 System Furniture Workstation Plan 1/2" = 1'-0"3 6x7 System Furniture Wor kstation Rear Elevation 1/2" = 1'-0"46x7 System Furniture Workstation Right ElevationSystem Furniture...1 System70 cubicle surround walls 2 Sliding desk mounts 3 54" tall hpl monolithic panels with 12" marker board top section 4 8 circuit baseline power 5 Data ports with divided chase 6 Ergonomic work surface with keyboard cut out 7 Desktop surface mount power and data ports 8 Electric height adjustable frame for work surface (350lbs. Capacity)9 System70 54" personal storage tower (backpack &coat/suit) with castors 10 Sit on storage trolley (2 drawer & a-grade fabric 2"cushion) with castors 11 Glass privacy screen 12 Contact: Vern Samuels (317) 334-8700 A 54" Monolithic panels B 12" Marker board section C Work surface D Adjustable height frame E 54" personal storage tower F Sit on storage G Glass privacy screenSpecific Notes:General specifications and manufacturers:Bryton workstation requirements (design basis):XD2P LLC (approved equal):1. Contact: Tracy Main (317) 572-9103 Ardant Group (approved equal):1. Contact: Pam Jones (317) 201-2463 Business Furniture (approved equal):1. Contact: Alison Loughran (317) 216-1623 Office Works (approved equal):1. Contact: Gary Duke (317) 577-3557 11 S R E F . R E F . A A B B C C D D E E F F G G H H I I J J 11 22 33 44 55 66 77 88 4. 3 A. 4 A. 4 H. 8 Ci r c u l a t i o n 30 2 St o r a g e R o o m 33 2 M. R . R . 33 1 W. R . R . 33 0 IT / E l e c 33 3 W. R . R . 31 3 M. R . R . 31 2 Ja n . 31 4 ID F 31 1 El e v a t o r EL E V 1 El e v a t o r EL E V 2 St a i r ST R 1 St a i r ST R 2 El e v a t o r L o b b y 30 1 E- B u s i n e s s 30 3 Of f i c e 30 4 Of f i c e 30 5 Of f i c e 30 6 Me e t i n g 30 7 Me e t i n g 30 8 Me e t i n g 30 9 Me e t i n g 31 0 HR D e p t . 31 5 Of f i c e 31 6 VP O f f i c e 31 8 Of f i c e 32 1 Of f i c e 32 0 Of f i c e 32 3 Of f i c e 32 2 Of f i c e 32 4 Of f i c e 32 6 Of f i c e 32 5 Li b r a r y 32 7 In t e r n a t i o n a l 33 4 Of f i c e 33 5 VP O f f i c e 33 6 Of f i c e 33 7 Of f i c e 33 8 Su p p l y C h a i n 35 0 Of f i c e 34 3 Of f i c e 34 4 Of f i c e 34 6 Of f i c e 34 5 Of f i c e 34 7 Of f i c e 34 8 Of f i c e 34 9 St o r a g e 35 1 Of f i c e 33 9 Of f i c e 34 0 Of f i c e 34 1 Of f i c e 34 2 Me e t i n g 31 7 Ha l l 31 9 1 1 1 1 1 1 2 2 2 2 2 2 2 2 23 1 2 2 2 2222222222222222 3 2 2 2 2 2 2 3 3 2 2 2 2 2 2 3 3 1 1 1 1 1 1 1 2 22 1 1 1 11 1 1 2 2 2 2 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 1 2 22222 2 2 22 11 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 1 1 1 1 1 1 1 2 2 2 2 222 A F E D C D 3" 8' - 7 1 / 2 " 3" 2' - 1 0 1 / 2 " 2' - 1 0 1 / 2 " 2' - 1 0 1 / 2 " 2 ' - 4 " 3 ' - 3 1 / 2 " 5 ' - 7 1 / 2 " 3 " 3 A6 4 2 Si m 2' - 1 0 1 / 2 " 3" 3 " 4 A6 4 2 Si m 5 A6 4 2 Si m No t e : In s t a l l g l a s s p r i v a c y s c re e n ( G ) b e t w e e n a j o i n i n g wo r k s t a t i o n s a s s h o w n i n d e t a i l 6 / A 6 4 2 B E C D B D 4 ' - 6 " C B B F 4 ' - 6 " B B C E 4 ' - 6 " G F B B B B B B B E C C D B A M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 3 : 0 5 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A642Furniture Plan - Third FloorDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 1 / 8 " = 1 ' - 0 " 1 Fu r n i t u r e P l a n - T h i r d F l o o r 1 / 2 " = 1 ' - 0 " 2 6x 9 S y s t e m F u r n i t u r e W o r k s t a t i o n P l a n 1 / 2 " = 1 ' - 0 " 3 6x 9 S y s t e m F u r n i t u r e W o r ks t a t i o n R e a r E l e v a t i o n 1 / 2 " = 1 ' - 0 " 4 6x 9 S y s t e m F u r n i t u r e W o r k s t a t i o n R i g h t El e v a t i o n 1 / 2 " = 1 ' - 0 " 5 6x 9 S y s t e m F u r n i t u r e W o r k s t a t i o n L e f t E l e v a t i o n 1 / 2 " = 1 ' - 0 " 6 6x 9 S y s t e m F u r n i t u r e Wo r k s t a t i o n I s o m e t r i c System Furniture...1 System70 cubicle surround walls 2 Sliding desk mounts 3 54" tall hpl monolithic panels with 12" marker board top section 4 8 circuit baseline power 5 Data ports with divided chase 6 Ergonomic work surface with keyboard cut out 7 Desktop surface mount power and data ports 8 Electric height adjustable frame for work surface (350lbs. Capacity)9 System70 54" personal storage tower (backpack &coat/suit) with castors 10 Sit on storage trolley (2 drawer & a-grade fabric 2"cushion) with castors 11 Glass privacy screen 12 Contact: Vern Samuels (317) 334-8700 A 54" Monolithic panels B 12" Marker board section C Work surface D Adjustable height frame E 54" personal storage tower F Sit on storage G Glass privacy screenSpecific Notes:General specifications and manufacturers:Bryton workstation requirements (design basis):XD2P LLC (approved equal):1. Contact: Tracy Main (317) 572-9103 Ardant Group (approved equal):1. Contact: Pam Jones (317) 201-2463 Business Furniture (approved equal):1. Contact: Alison Loughran (317) 216-1623 Office Works (approved equal):1. Contact: Gary Duke (317) 577-3557Keynote Legend 1 Loose Furniture - Not in Contract 2 6'x9' System Furniture Workstation - See Detail 2/A642 3 Modified 6'x9' System furniture Workstation - Similar to Detail 2/A642 Manufacturer to Provide Design to Clear Building Geometry in This Location for Approval 11 1 2 " 2 ' - 4 " 6 " Pa i n t e d c a s t c o n c r e t e mo n u m e n t s i g n , 3 / 4 " ch a m f e r e d e d g e s , w i t h co n c r e t e b a s e Co n c r e t e b a s e , n a t u r a l co n c r e t e c o l o r 8" 2' - 8 " 8" 2 ' - 4 " 6 " 1 0 " E Q 1 3 / 4 " 8 1 / 4 " EQ 3' - 2 1 / 4 " EQ 1 1 / 2 " 7 / 8 " 6 7 / 8 " 3 / 4 " 4' - 0 " 2. 6 5 S F ( Q u a n t i t y : 2 ) = 5. 3 S F 12 " C M U , f u l l y s p l i t c o r e Co m p a c t e d g r a n u l a r f i l l Si g n l e t t e r i n g , a n c h o r e d to C M U Ta p e r e d c a s t c o n c r e t e c a p , co a t e d a n d p a i n t e d 8" C M U B a s e 1" D i a m e t e r c o n d u i t fo r e l e c t r i c a l w i r e s #5 R e - b a r s 12 " B o n d b e a m C M U Co n c r e t e f o o t i n g Me t a l f l a s h i n g ar o u n d e n t i r e b a s e En t i r e C M U s u r f a c e i s t o b e co a t e d a n d p a i n t e d 1' - 4 " 8 " 4 " 2 ' - 0 " 6 " 3 0 " M i n B e l o w G r a d e 1' - 0 " M i n 11 5 / 8 " 3" M i n 3" M i n M i n 3 " Me t a l f l a s h i n g a r o u n d en t i r e s i g n b e l o w c a p M I C H A E L F .C O N L Y R E G I S T E R E D A R C H I T E C TREGISTERED I N D I A N ASTATE OFNo.AR00032507 Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 0 / 2 0 1 5 1 0 : 4 3 : 0 6 A M C : \ U s e r s \ j o n a s g \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q A r c h _ j o n a s g . r v t A702Monument SignDelta Faucet Headquarters ExpansionCheckerAuthor11/04/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4No. Date Description 1 07/08/15 Bid Pack #1 Addenda #3 2 09/04/15 Bid Pack #2 Addenda 3 09/25/15 Bid Pack #1 Addenda 4 10/02/15 Bid Pack #3 Addendum 1 5 10/05/15 Bid Pack #1 Grade Rev 6 10/07/15 Bid Pack #3 Addendum 2 7 10/14/15 Bid Pack #3 Addendum 8 10/15/15 RFI 002 Response 9 11/02/15 Bid Pack #1 RFI 008 10 11/12/15 BP#4 Add. & RFI 010 11 11/20/15 BP#4 Addendum #2 Not to Scale 1 Monument Sign Isometric 1 " = 1 ' - 0 " 2 Mo n u m e n t S i g n E l e v a t i o n 1 " = 1 ' - 0 " 3 Mo n u m e n t S i g n S e c t i o n 11 M M F P T M M T H S CO T HW S HW R CW S CW R CS CR C RS RL HP S ( # ) HP C LP S ( # ) LP C PS C CO2 ST E A M T R A P SY M B O L S L I S T HE A T I N G W A T E R S U P P L Y HE A T I N G W A T E R R E T U R N CH I L L E D W A T E R S U P P L Y CH I L L E D W A T E R R E T U R N CO N D E N S E R W A T E R S U P P L Y CO N D E N S E R W A T E R R E T U R N CO O L I N G C O I L C O N D E N S A T E RE F R I G E R A N T S U C T I O N RE F R I G E R A N T L I Q U I D PI P I N G ( F I T T I N G S , V A L V E S , A N D M I S C E L L A N E O U S ) DR O P RI S E TE E CA P RE D U C E R FL O W A R R O W PU M P 2- W A Y C O N T R O L V A L V E 3- W A Y C O N T R O L V A L V E BU T T E R F L Y V A L V E BA L L V A L V E CH E C K V A L V E CO M B I N A T I O N B A L A N C E / S H U T - O F F V A L V E ST R A I N E R UN I O N AU T O M A T I C A I R V E N T MA N U A L A I R V E N T PR E S S U R E R E L I E F V A L V E TH E R M O M E T E R ME T E R FL E X I B L E C O N N E C T I O N HE A T T R A C E D P I P E PI P E A N C H O R PI P E G U I D E DUCTWORK DO U B L E L I N E F L E X D U C T SI N G L E L I N E F L E X D U C T AC C E S S D O O R PR E S S U R E R E D U C I N G V A L V E GR I L L E / R E G I S T E R VO L U M E D A M P E R FI R E D A M P E R R E C T A N G U L A R DI F F U S E R AI R F L O W A R R O W CO N N E C T T O E X I S T I N G MO T O R I Z E D D A M P E R W I T H A C C E S S D O O R OR HI G H P R E S S U R E S T E A M HI G H P R E S S U R E S T E A M C O N D E N S A T E LO W P R E S S U R E S T E A M LO W P R E S S U R E S T E A M C O N D E N S A T E PU M P E D S T E A M C O N D E N S A T E TE R M I N A L B O X W / R E H E A T PR E S S U R E / T E M P E R A T U R E T E S T P L U G VA R I A B L E F R E Q U E N C Y D R I V E WE T B U L B VF D WB FP I EX H EW T GT C EX H A U S T FI N S P E R I N C H EN T E R I N G W A T E R T E M P E R A T U R E GE N E R A L T R A D E S C O N T R A C T O R DN EF F EA T DI ADB DO W N EF F I C I E N C Y EN T E R I N G A I R T E M P E R A T U R E DI A M E T E R DR Y B U L B TO T A L S T A T I C P R E S S U R E TO T A L C O O L I N G C A P A C I T Y TY P I C A L UN L E S S N O T E D O T H E R W I S E TS P TY P TC C UN O PR E S S U R E D R O P RE T U R N A I R SE N S I B L E C O O L I N G C A P A C I T Y PD RA SC C AB B R E V I A T I O N S CO BF P BO B BL D G AA V CL CL E A N O U T BA C K F L O W P R E V E N T O R BU I L D I N G BO T T O M O F B E A M AU T O M A T I C A I R V E N T CE N T E R L I N E AM B MF R AF F AP D AM B I E N T MA N U F A C T U R E R AB O V E F I N I S H E D F L O O R AI R P R E S S U R E D R O P OU T S I D E D I A M E T E R OU T S I D E A I R NO R M A L L Y C L O S E D NO R M A L L Y O P E N NO T T O S C A L E OA ODNCNO NT S IN N E R D I A M E T E R LE A V I N G W A T E R T E M P E R A T U R E ID LW T N/ A N O T A P P L I C A B L E BA S B U I L D I N G A U T O M A T I O N S Y S T E M PR V P R E S S U R E R E D U C I N G V A L V E RE L R E L I E F A I R WA T E R P R E S S U R E D R O P WP D WA T E R G A U G E WG SU P P L Y A I R SA ST A T I C P R E S S U R E SPEG E T H Y L E N E G L Y C O L EA E X H A U S T A I R LE A V I N G A I R T E M P E R A T U R E LA T BO D B O T T O M O F D U C T (D ) E X I S T I N G T O B E D E M O L I S H E D (E ) E X I S T I N G T O R E M A I N BO P B O T T O M O F P I P E BO S B O T T O M O F S T R U C T U R E ES P E X T E R N A L S T A T I C P R E S S U R E DR A I N V A L V E W I T H H O S E E N D A D A P T E R PR E S S U R E GA U G E ( W I T H ST O P C O C K ) EX P A N S I O N J O I N T PL U G V A L V E GA T E V A L V E TR I P L E D U T Y V A L V E 90 D E G R E E F I T T I N G (W I T H T U R N I N G V A N E S ) TH E R M O S T A T ( M O U N T 6 0 " A F F U N O ) MI S C E L L A N E O U S S E N S O R CO S E N S O R CO 2 S E N S O R (A ) E X I S T I N G T O B E A B A N D O N E D OR TE M P E R A T U R E S E N S O R PR E S S U R E S E N S O R FL O W S E N S O R HU M I D I S T A T ( M O U N T 6 0 " A F F U N O ) SU P P L Y / O . A . / R E T U R N D U C T RI S E ( D O U B L E L I N E ) SU P P L Y / O . A . / R E T U R N D U C T DR O P ( D O U B L E L I N E ) OR EX H A U S T / R E L I E F D U C T R I S E (D O U B L E L I N E ) EX H A U S T / R E L I E F D U C T D R O P (D O U B L E L I N E ) OR OR OR WITHOUT FLEX WITH FLEX SI D E W A L L G R I L L E / R E G I S T E R / D I F F U S E R WITHOUT FLEX WITH FLEXOROR EX I S T I N G W O R K ( V I S I B L E ) FU T U R E EX I S T I N G T O B E D E M O L I S H E D LI N E S T Y L E S PI P I N G NE W W O R K ( V I S I B L E ) (F ) F U T U R E BA C K D R A F T D A M P E R NE W W O R K ( H I D D E N ) EX I S T I N G W O R K ( H I D D E N ) (R ) R E L O C A T E TE M P E R A T U R E C O N T R O L P A N E L TC P GL O B E V A L V E GENERAL NOTES A. FOR PURPOSES OF CLEARNESS AND LEGIBILITY, DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC, ALTHOUGH SIZE AND LOCATION OF EQUIPMENT ARE SHOWN TO SCALE WHEREVER POSSIBLE.B. ALL HVAC WORK SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL CODES.C. COORDINATE THE LOCATION OF ALL UTILITY CONNECTION POINTS FOR EQUIPMENT WITH OTHER TRADES.D. CHANGES IN HVAC DUCT AND PIPE ELEVATIONS SHALL BE PROVIDED AND SHALL BE COORDINATED WITH DUCTWORK,PLUMBING, FIRE PROTECTION AND ELECTRICAL SYSTEMS.E. PROVIDE TURNING VANES AT ALL MITERED ELBOWS AND TEES AS WELL AS WHERE SHOWN ON DRAWINGS.F. DUCTWORK DIMENSIONS SHOWN ON DRAWINGS ARE INSIDE CLEAR.G. PROVIDE STRAIGHT RUNS OF DUCT AT THE INLET AND OUTLET OF EQUIPMENT WITH LENGTHS PER MANUFACTURERS RECOMMENDATIONS. INSTALL AND SUPPORT MECHANICAL EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS.H. PERFORM A COMPLETE AIR SYSTEM FLOW BALANCE FOR ALL NEW EQUIPMENT THAT IS SHOWN, SCHEDULED OR OTHERWISE IDENTIFIED, AT THE END OF CONSTRUCTION.I. UPON COMPLETION OF HVAC SYSTEMS, THE HVAC CONTRACTOR SHALL INSTRUCT THE OWNER IN THE COMPLETE OPERATION OF THE SYSTEMS.J. HEATING AND COOLING EQUIPMENT SHALL COMPLY WITH UL 1995 SECTION 20.8 FOR ENCLOSED WIRING.K. DIFFUSER RUNOUT SIZES SHALL BE THE SAME AS THE INLET SIZE UNLESS OTHERWISE NOTED. SEE FLOOR PLANS FOR DIFFUSER INLET SIZES.L. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.M. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO STARTING WORK.N. PACK SLEEVES AROUND PIPES PASSING THRU FIRE RATED WALLS AND PARTITIONS TO MAINTAIN THE FIRE OR SMOKE RATING OF THAT CONSTRUCTION PER SPECIFICATIONS.O. HEATING CONTRACTOR IS RESPONSIBLE FOR COMPLETE INSTALLATION OF HEATING AND COOLING EQUIPMENT AND ACCESSORIES INCLUDING ALL CONTROLS.P. PROTECT RETURN AIR SYSTEM FROM CONSTRUCTION DUST.Q. WORK PERFORMED IN OCCUPIED AREAS SHALL BE COORDINATED WITH OWNER PRIOR TO COMMENCING WITH WORK.R. ALL BASE BUILDING SYSTEM SHUTDOWNS SHALL BE COORDINATED WITH OWNER A MINIMUM OF 72 BUSINESS HOURS PRIOR TO SHUTDOWNS. SHUTDOWNS INCLUDE, BUT ARE NOT INCLUSIVE TO, ALL HEATING AND COOLING SYSTEMS, CONTROLS, ASSOCIATED POWER, PLUMBING, FIRE ALARM, AND FIRE PROTECTION SYSTEM.S. PATCH ALL ADJOINING SURFACES AS NEEDED TO MAINTAIN FLOOR, CEILINGS, WALLS, AND AREAS TO MATCH EXISTING CONDITIONS. EM G E X T R U D E D M E T A L G R A T E ( 1 / 2 " x 1 / 2 " ) FI R E D A M P E R R O U N D BDFD SM O K E D A M P E R SD NO T E : N O T A L L A B B R E V I A T I O N S M A Y B E U S E D . N O T E : N O T A L L S Y M B O L S M A Y B E U S E D . No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 1 : 1 7 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t M000HVAC GENERAL INFORMATION SHEETDelta Faucet Headquarters ExpansionK. SHELLENBARGERB. JOHNSON10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner ReviewNo. Date Description DN RE F . T Me c h a n i c a l 01 2 St o r a g e R o o m 00 9 Li f e C y c l e T e s t i n g 02 1 Me c h a n i c a l & Su p p l y 02 2 Mo d e l S h o p 01 4 St o r a g e R o o m 01 5 Of f i c e 01 6 Gr i n d i n g 01 7 Cl e a n i n g R o o m 01 8 3D P r i n t i n g 01 9 Ba t h i n g Ex p e r i e n c e (F u t u r e ) 00 7 Ba t h i n g I n s t a l l & Te s t i n g 00 4 Pa c k a g e T e s t i n g 00 3 La b W o r k A r e a 02 3 W. I . P . 02 6 Se c u r e S t o r a g e 02 7 Op t i c a l 02 4 Pe n d i n g 02 5 A Of f i c e 02 9 Wa t e r S e r v i c e 03 1 El e c t r i c a l R o o m 03 0 Wo r k r o o m 03 2 Co r r i d o r 00 5 Ch a n g i n g (F u t u r e ) 00 6 W. R . R . 00 8 M. R . R . 01 0 ID F 01 3 Ja n . 01 1 In c o m i n g 02 5 La b O f f i c e s 02 8 A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 XA A 8" ø 8" ø 32 / 1 6 16 / 1 4 32 / 1 2 1 4 / 1 2 2 2 / 1 4 2 4 / 1 2 1 8 / 1 2 EU H - 1 EU H - 1 EU H - 2 EF - 1 St o r a g e 03 3 EF - 2 1 2 4 5 (T Y P . ) 6 7 8 9 11 12 90 0 C F M TB - B - 1 14 5 D1 - 8 " ø 14 5 D1 - 8 " ø 14 5 D1 - 8 " ø 14 5 D1 - 8 " ø 13 5 D1 - 8 " ø 13 5 D1 - 8 " ø 75 D1 - 6 " ø 75 C F M TB - B - 2 20 0 C F M TB - B - 3 55 0 C F M TB - B - 4 55 0 D1 - 1 2 " ø 80 0 C F M TB - B - 5 20 0 D1 - 8 " ø 20 0 D1 - 8 " ø 20 0 D1 - 8 " ø 87 5 C F M TB - B - 6 87 5 C F M TB - B - 7 15 0 C F M TB - B - 1 0 11 7 5 C F M TB - B - 9 11 7 5 C F M TB - B - 8 50 D1 - 6 " ø 50 D1 - 6 " ø 50 D1 - 6 " ø 29 0 C F M TB - B - 1 8 50 D1 - 6 " ø 80 D1 - 6 " ø 80 D1 - 6 " ø 80 D1 - 6 " ø 50 C F M TB - B - 1 9 33 0 C F M TB - B - 1 1 50 D1 - 6 " ø 14 0 G1 - 8 / 6 14 0 G1 - 8 / 6 50 D1 - 6 " ø 12 5 5 C F M TB - B - 1 2 15 5 C F M TB - B - 1 3 73 5 C F M TB - B - 1 4 20 0 C F M TB - B - 1 5 15 5 C F M TB - B - 1 6 10 0 0 TB - B - 1 7 18 / 1 2 1 8 / 1 2 2 2 / 1 4 3 6 / 2 2 18 / 1 4 12 / 1 4 18 / 1 2 10 / 8 10 / 8 18 / 1 2 26 / 1 2 20 / 1 2 14 / 1 2 1 6 / 1 4 16 / 1 0 24 / 1 2 14 / 1 2 6/ 8 14 / 1 2 18 / 1 2 12 / 1 4 12 / 8 12 " ø 12 / 1 2 10 " ø 4" ø 28 / 1 2 16 / 1 6 6" ø FC - B - 1 8" ø 8" ø 8" ø 6" ø 6" ø 8/ 8 31 5 G1 - 1 0 / 1 0 12 / 1 2 (T Y P . 4 ) (T Y P . 3 ) 80 G1 - 8 / 6 75 G1 - 8 / 6 80 G1 - 6 / 6 75 G1 - 6 / 6 13 5 G1 - 1 2 / 1 0 14 0 G1 - 1 2 / 1 0 30 0 G1 - 1 2 / 1 0 30 0 G1 - 1 2 / 1 0 30 0 G1 - 1 2 / 1 0 30 0 G1 - 1 2 / 1 0 30 0 G1 - 1 2 / 1 0 30 0 G1 - 1 2 / 1 0 27 5 G1 - 1 2 / 1 0 50 0 G1 - 1 2 / 1 0 (T Y P . 2 ) 14 / 1 2 14 / 1 2 10 / 1 0 G2 - 2 4 / 1 2 3 G2 - 2 4 / 1 2 G2 - 2 4 / 2 4 G2 - 2 4 / 1 2 G2 - 2 4 / 2 4 12 5 G1 - 1 0 / 1 0 25 0 G1 - 1 0 / 1 0 25 0 G1 - 1 0 / 1 0 50 0 G3 - 2 4 / 1 2 10 0 G1 - 8 / 6 (T Y P . 2 ) 10 0 G3 - 2 4 / 1 2 50 G3 - 8 / 8 10 0 G3 - 1 2 / 2 4 12 / 1 2 T T T T T T T T T T T T T T T T 3 T T T 20 0 G1 - 8 / 8 10 / 1 0 11 0 G1 - 8 / 6 10 / 8 3 10 3 3 3 36 / 2 2 36 / 1 4 7 9 9 13 14 G2 - 2 4 / 1 2 G2 - 2 4 / 2 4 G2 - 2 4 / 1 2 BO D : 1 0 ' - 8 " BO D : 1 0 ' - 9 " BO D : 1 0 ' - 1 0 " BO D : 1 0 ' - 7 " BO D : 1 0 ' - 7 " BO D : 1 0 ' - 7 " 15 16 17 (T Y P . 4 ) TF - 1 G4 - 1 2 / 1 0 18 10 / 1 4 FC - B - 2 T 2 19 12 / 1 2 EF - 3 3 C 20 G5 - 1 4 / 6 (T Y P . 2 ) 10 0 G5 - 6 / 6 5" ø 21 22 23 24 (T Y P . 7 ) 1 4 / 1 2 26 / 1 0 12 / 1 0 BD (T Y P . 4 ) FU T U R E EF FU T U R E DU C T FU T U R E DU C T 10 / 1 4 25 31 0 G1 - 1 0 / 1 0 G2 - 1 8 / 1 0 G2 - 1 8 / 1 0 Pe d e s t r i a n Co n n e c t o r 00 1 T 3 3 12 / 8 18 / 1 2 G2 - 2 4 / 1 2 10 / 1 0 G2 - 2 4 / 1 2 26 / 1 0 32 0 G6 - 1 6 / 1 6 (T Y P . 5 ) 26 FD 17 5 G1 - 1 0 / 6 (T Y P . 5 ) 12 / 8 (T Y P . 5 ) 14 / 1 0 35 0 G1 - 1 2 / 8 12 / 8 (T Y P . 3 ) 17 5 G1 - 1 0 / 6 (T Y P . 3 ) 10 / 8 10 / 8 12 / 8 10 " ø 27 8/ 8 12 / 1 0 12 / 1 0 G2 - 1 8 / 1 2 G2 - 1 8 / 1 2 G2 - 1 0 / 6 G2 - 1 0 / 6 G2 - 1 0 / 6 28 (T Y P . ) 29 50 G1 - 6 / 6 8/ 8 8/ 8 SD SD 10 / 6 1 M3 0 1 8/ 8 32 32 30 (T Y P . ) 2" 2"C 31 31 31 FD 33 34 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 1 : 3 3 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t M110LOWER LEVEL HVAC PLANDelta Faucet Headquarters ExpansionK. SHELLENBARGERB. JOHNSON10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 LO W E R L E V E L H V A C P L A N GENERAL NOTES:A. DUCT AND PIPE ROUTING IS DIAGRAMMATIC.OFFSETS DROPS, ETC. MAY BE REQUIRED AND SHALL BE INCLUDED IN BID AS REQUIRED. NOT ALL OF THE FITTINGS,CONNECTIONS, DAMPERS, ETC. ARE SHOWN ON THE DRAWING AND MAY BE REQUIRED AND SHALL BE INCLUDED IN BID AS REQUIRED.B. COORDINATE ALL WORK WITH ALL OTHER WORK.C. VERIFY ALL CLEARANCES AND OBSTRUCTIONS AS MAY AFFECT THE EXECUTION AND PERFORMANCE OF THIS WORK AND IF NEC ESSARY, CONSULT WITH THE OWNER AND ARCHITECT FOR RESOLUTION BEFORE INSTALLING WORK.D. ALL NEW MECHANICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS INCLUDING SERVICE CLEARANCE REQUIREMENTS,OPERATIONAL CLEARANCE REQUIREMENTS, ETC. SEE EQUIPMENT MANUFACTURER'S INSTALLATION GUIDES FOR ADDITIONAL INFORMATIO N AND REQUIREMENTS.E. ALL MITERED RECTANGULAR ELBOWS SHALL HAVE TURNING VANES.CODED NOTES:1. PROVIDE WALL MOUNTED SPLIT SYSTEM ABOVE DOOR.PROVIDE REFRIGERANT LINES AND 3/4" CONDENSATE DRAIN. TERMINATE CONDENSATE AT FLOOR DRAIN INDICATED WITH 2" AIR GAP. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.2. PROVIDE WALL-MOUNTED THERMOSTAT AND ALL POWER AND CONTROL WIRING. INST ALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO CONTROL DRAWINGS FOR ADDITIONAL INFORMATION.3. PROVIDE 1" WIRE MESH SCREEN ON THE RETURN AIR DUCTWORK OPENING.4. PROVIDE DOUBLE WALL SUPPLY DUCTWORK WHERE THE DUCTWORK PENETRATES THE SHAFT AND THROUGHOUT THE SPACE. REFER TO HA TCHED AREA FOR PORTION OF DUCT TO BE DOUBLE WALL. TRANSITION AS REQUIRED FROM SINGLE WALL DUCTWORK TO DOUBLE WALL DUCTWORK.5. PROVIDE SINGLE DUCT TERMINAL BOXES WITH ELECTRIC REHEAT AN D STRAIGHT SILENCER.TRANSITION DUCTWORK AS REQUIRED TO CONNECT TO THE TERMINAL BOX. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO MECHANICAL SCHEDULE SHEET FOR MORE INFORMATION. SEE DETAIL 6/M503.6. PROVIDE EXHAUST AIR DUCTWORK DOWN FROM EF-8.ROUTE DUCTWORK IN SHAFT. PROVIDE 2-HOUR RATED FIRE DAMPER WHERE DUCTWORK PENETRATES RATED SHAFT.PROVIDE ACCESS DOOR IN DUCTWORK.7. PROVIDE SINGLE WALL SUPPLY/RETURN AIR DUCTWORK DOWN FROM RTU-1 IN 2-HOUR RATED MECHANICAL SHAFT. PROVIDE 1 1/2-HOUR RATED FIRE DAMPER IN DUCTWORK WHERE THE DUCTWORK PENETRATES THE RATED FLOOR. PROVIDE ACCESS DOOR IN DUCTWORK. SEE SECTION 3/M301 8. PROVIDE 72" W X 24" H X 36" D SHEET METAL PLENUM FROM LOWER LEVEL UP TO AREA WAY DISCHARGE. PROVIDE DRAIN OFF OF PLENUM AND ROUTE TO NEAREST FLOOR DRAIN IN MECHANICAL ROOM. SEE ARCHITECURAL PLANS FOR LOUVER.9. PROVIDE ELECTRIC UNIT HEATER WITH INTEGRAL THERMOSTAT. MOUNT AS HIGH AS POSSIBLE PER MANUFACTURER'S RECOMMENDATIONS.10. PROVIDE 1" WIRE MESH SCREEN ON EXHAUST DUCT OPENING.11. PROVIDE EXHAUST DUCT FROM LOWER LEVEL FUME HOOD TO EF-6 ON ROOF. DUCT SHALL BE WELDED 18 GA.STAINLESS STEEL 316 TYPE. ROUTE DUCT IN SHAFT (2-HR RATED).12. RELOCATED FUME HOOD, LOCATED IN STORAGE ROOM.CONNECT EXHAUST DUCT TO FUME HOOD.13. PROVIDE EXHAUST DUCT FROM LOWER LEVEL CLEANING ROOM EXHAUST TO EF-4 ON ROOF. DUCT SHALL BE WELDED 18 GA. STAINLESS STEEL 316 TYPE. ROUTE DUCT IN SHAFT (2-HOUR RATED).14. PROVIDE EXHAUST DUCT FROM LOWER LEVEL LIFECYCLE TESTING ROOM TO EF-5 ON ROOF. DUCT SHALL BE OF ALUMINUM CONSTRUCTI ON. ROUTE DUCT IN SHAFT (2-HOUR RATED). SEE SECTION 3/M301.15. ROUTE 4" PVC AIR INTAKE AND VENT FROM GAS WATER HEATER UP TO ROOF. REFER TO PLUMBING DRAWINGS FOR MORE INFORMATION ON GAS WATER HEATER.16. ROUTE 4" PVC AIR INTAKE AND VENT UP TO FIRST FLOOR.17. PROVIDE FLEX CONNECTION ON INLET AND DISCHARGE OF EXHAUST FAN.18. PROVIDE HIGH TRANSFER GRILLE AT 8' AFF ON CORRIDOR WALL AND LOW TRANSFER GRILLE AT 1' AFF INSIDE IDF ROOM.19. PROVIDE WALL MOUNTED SPLIT SYSTEM. PROVIDE REFRIGERANT LINES AND 3/4" CONDENSATE DRAIN.TERMINATE CONDENSATE AT FLOOR DRAIN INDICATED WITH 2" AIR GAP. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.20. PROVIDE MASTER CONTROL PANEL FOR DDC SYSTEM.PROVIDE ALL ASSOCIATED POWER AND CONTROL WIRING FOR A COMPLETE SYSTEM. C OORDINATE WITH CONTROL CONTRACTOR. COORDINATE EXACT LOCATION WITHOWNER AND OTHER TRADES PRIOR TO INSTALLATION.21. PROVIDE CYLONE DUST COLLECTOR EQUAL TO TEMPEST MODEL 1425S. 220V/1 PHASE, 20 A DEDICATED, 900 CFM, 2-1/2 HP, 14" ALUMINUM IMPELLER, BELOW 1/2 MICRON FILTERS, 452 SQ FT SURFACE, 35 GALLON DRUM.22. PROVIDE AFTER FILTER EQUAL TO CLARCOR MODEL NF20000, 13.8" X 26" CYLINDRI CAL (NOMINAL), 900 CFM/118 FPM, MERV 15, 0.929" WG INIT IAL RESISTANCE, 4.0" WG FINAL RESISTANCE.23. TRANSITION 5" DIA. DROP TO 4" DIA. DROP AT 36" AFF AND DROP DOWN FOR FLOOR SWEEP.24. DROP 4" FLEXIBLE HOSE DOWN TO 36" AFF. FINAL CONNECTIONS TO GRINDING EQUIPMENT BY OWNER.25. PROVIDE 18"X24" ACCESS PANEL IN EXHAUST PLENUM.26. STUB 18/18 EXHAUST DUCT FROM BOTTOM OF MAIN DUCT WITH VOLUME DAMPER. MOUNT EXHAUST GRILLE TO DUCT.27. PROVIDE AN UPDRAFT STYLE EXHAUST HOOD LIKE "KCH ENGINEERED SYSTEMS MODEL BU". EXHAUST HOOD SHALL BE PVC CONSTRUCTION, 60" WIDE WITH A STRAIGHT BACK FOR WALL MOUNTING. HOOD SHALL HAVE MULTIPLE SLOTS WITH A 2000 FPM SLOT VELOCITY AND A 10" DIAMETER DUCT COLLAR.28. TRANSFER DUCT. SEE DETAIL 3/M501.29. UNDERCUT DOOR 1/2".30. RETURN GRILLE SOUND TRAP. SEE DETAIL 7/M501.31. TERMINATE CONDENSATE AT FLOOR DRAIN WITH 2" AIR GAP.32. PROVIDE SMOKE DETECTORS AND MONTORING MODULE AT SMOKE DIAMPER (SD). LOCATIONS AS SHOWN.33. CAP PVC 4" INTAKE AND VENT FOR FUTURE WATER HEATER.ROUTE INTAKE AND VENT UP TO ROOF.34. PROVIDE DDC SUB-CONTROL PANEL (20A 120V). PROVIDE ALL REQUIRED WIRES, CABLES, CONDUIT, RELAYS REQUIRED FOR A COMPLETE SYSTEM. COORDINATE EXACT REQUIREMENTS WITH THE TEMPERATURE CONTROLS CONTRACTOR.No. Date Description UP In t e r n a t i o n a l 11 0 Ve s t i b u l e 11 1 Sh o w r o o m 11 2 En t r y 11 3 Ki t c h e n 10 5 Ca f e 10 3 Re c e p t i o n 11 4 M. R . R . 11 6 W. R . R . 11 7 W. R . R . 10 7 M. R . R . 10 8 ID F 10 9 Ja n . 10 6 IT / E l e c 11 5 A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 XA A 2 M3 0 1 1 8 / 1 4 18 / 1 6 3 0 / 1 6 2 8 / 1 6 2 8 / 1 6 28 / 1 6 12 / 1 2 10 / 1 2 1 8 / 1 4 2 0 / 1 4 10 1 0 TB - 1 - 1 16 / 1 2 10 " ø 18 / 1 4 10 " ø 10 " ø 10 " ø 18 / 1 4 19 4 0 TB - 1 - 1 4 13 2 0 TB - 1 - 1 3 13 2 0 C F M TB - 1 - 1 2 20 / 1 2 12 " ø 3 3 3 3 3 4 4 5 5 (T Y P . ) 6 7 8 9 10 11 10 12 13 20 / 1 2 51 0 TB - 1 - 8 12 " ø 10 " ø 5 14 11 0 0 TB - 1 - 4 98 5 TB - 1 - 9 14 " ø 1 0 " ø 13 5 5 TB - 1 - 1 5 14 / 1 4 11 3 5 TB - 1 - 1 0 10 " ø 14 / 1 4 11 3 5 TB - 1 - 1 1 10 / 1 0 18 / 1 6 12 " ø 30 / 1 6 10 " ø 7" ø 1 6 / 1 2 10 / 8 13 6 0 TB - 1 - 6 20 / 1 2 24 / 1 4 20 / 1 6 16 / 1 6 14 / 1 2 10 / 1 2 10 / 1 2 13 6 0 TB - 1 - 7 1 0 " ø 10 " ø 1 8 / 1 2 1 6 / 1 2 14 " ø 8/ 8 19 8 0 TB - 1 - 2 19 8 0 TB - 1 - 3 35 5 TB - 1 - 5 10 " ø 18 / 1 4 18 / 1 4 14 " ø 12 " ø 10 / 1 0 12 " ø BO D : 1 1 ' - 1 1 " BO D : 1 2 ' - 2 " BO D : 1 2 ' - 2 " BO D : 1 2 ' - 8 " BO D : 1 2 ' - 2 " BO D : 1 2 ' - 2 " BO D : 1 1 ' - 9 " BO D : 1 1 ' - 7 " BO D : 1 1 ' - 5 " BO D : 1 1 ' - 5 " BO D : 1 1 ' - 5 " BO D : 1 1 ' - 8 " BO D : 1 1 ' - 9 " BO D : 1 1 ' - 7 " BO D : 1 1 ' - 8 " BO D : 1 1 ' - 1 0 " BO D : 1 1 ' - 1 0 " BO D : 1 1 ' - 7 " BO D : 1 1 ' - 6 " 3 3 24 / 1 4 3 BO D : 1 1 ' - 0 " BO D : 1 1 ' - 1 " 14 / 1 4 8/ 8 10 " ø BO D : 1 1 ' - 7 " 16 / 1 4 BO D : 1 1 ' - 6 " T T T T T T T T TT T T T T T T 20 0 D1 - 1 0 " ø 31 0 D1 - 1 0 " ø 5 5 3 3 3 33 3 3 12 / 1 2 10 / 1 0 22 5 D4 - 8 " ø 15 0 D4 - 8 " ø 15 0 D4 - 8 " ø 26 0 D4 - 8 " ø 22 5 D4 - 8 " ø 33 0 D1 - 1 0 " ø BO D : 1 2 ' - 0 " BO D : 1 1 ' - 1 1 " BO D : 1 2 ' - 1 " BO D : 1 1 ' - 5 " BO D : 1 2 ' - 2 " BO D : 1 1 ' - 1 0 " BO D : 1 0 ' - 0 " BO D : 1 1 ' - 1 1 " 12 / 1 2 33 0 D1 - 1 0 " ø 33 0 D1 - 1 0 " ø 33 0 D1 - 1 0 " ø 33 0 D1 - 1 0 " ø 33 0 D1 - 1 0 " ø 33 0 D1 - 1 0 " ø BO D : 1 1 ' - 4 " BO D : 1 1 ' - 6 " BO D : 1 2 ' - 5 " BO D : 1 2 ' - 2 " BO D : 1 1 ' - 1 1 " BO D : 1 2 ' - 3 " BO D : 1 1 ' - 1 1 " BO D : 1 2 ' - 0 " BO D : 1 2 ' - 0 " BO D : 1 2 ' - 0 " BO D : 1 1 ' - 7 " BO D : 1 1 ' - 7 " 10 / 1 0 10 / 1 0 10 / 1 0 10 / 1 0 22 / 1 6 12 / 1 0 16 / 1 2 30 0 D1 - 1 0 " ø 25 0 D1 - 1 0 " ø 90 D1 - 8 " ø 90 D1 - 8 " ø 90 D1 - 8 " ø 85 D1 - 8 " ø 27 0 D1 - 1 0 " ø 34 0 D1 - 1 0 " ø 34 0 D1 - 1 0 " ø 34 0 D1 - 1 0 " ø 34 0 D1 - 1 0 " ø 34 0 D1 - 1 0 " ø 34 0 D1 - 1 0 " ø 34 0 D1 - 1 0 " ø 33 5 D1 - 1 0 " ø 5 5 4 10 " ø 1 6 / 1 6 10 " ø 10 " ø 10 " ø 10 " ø 14 / 1 4 5 5 5 5 15 14 4 G2 - 2 4 / 2 4 G2 - 2 4 / 2 4 G2 - 2 4 / 2 4 G2 - 2 4 / 2 4 15 0 G3 - 2 4 / 1 2 50 G3 - 1 0 / 1 0 50 G3 - 2 4 / 1 2 50 G3 - 2 4 / 1 2 G2 - 2 4 / 2 4 24 / 8 21 0 D1 - 8 " ø 2 16 TF - 2 T TF - 3 G2 - 6 / 6 G2 - 6 / 6 25 0 G3 - 2 4 / 1 2 18 / 1 4 4 (T Y P . ) (T Y P . ) FC - 1 - 1 12 / 1 2 18 / 1 2 12 / 1 2 22 / 1 6 20 / 1 2 20 / 1 2 20 / 1 2 20 / 1 2 20 / 1 2 18 / 1 2 14 / 1 4 6/ 6 8/ 6 12 / 1 2 21 0 D1 - 8 " ø 28 5 D3 - 1 0 " 28 5 D3 - 1 0 " 28 5 D3 - 1 0 " 28 0 D3 - 1 0 " 28 5 D3 - 1 0 " 28 5 D3 - 1 0 " 28 5 D3 - 1 0 " 28 0 D3 - 1 0 " 22 0 D3 - 1 0 " 22 0 D3 - 1 0 " 22 0 D3 - 1 0 " 22 0 D3 - 1 0 " 22 0 D3 - 1 0 " 22 0 D3 - 1 0 " 22 0 D3 - 1 0 " 22 0 D3 - 1 0 " 22 0 D3 - 1 0 " 22 0 D3 - 1 0 " 22 0 D3 - 1 0 " 22 0 D3 - 1 0 " 28 0 D3 - 1 0 " 28 0 D3 - 1 0 " 27 5 D3 - 1 0 " 27 5 D3 - 1 0 " 27 5 D3 - 1 0 " 27 5 D3 - 1 0 " 28 0 D3 - 1 0 " 16 0 D2 - 7 " 16 5 D2 - 7 " 16 5 D2 - 7 " 16 5 D2 - 7 " 16 5 D2 - 7 " 16 5 D2 - 7 " C RL RS CO ² 17 12 / 1 2 1 FD FD FD FD 20 / 8 FD 1 M3 0 1 8/ 8 8/ 8 27 0 D2 - 1 0 " 27 0 D2 - 1 0 " 27 5 D2 - 1 0 " 25 0 G1 - 1 0 / 8 25 0 G1 - 1 0 / 8 8/ 1 4 8/ 1 4 G2 - 4 8 / 2 4 1 1 / 4 " 18 CU H - 2 CU H - 1 CU H - 2 CU H - 2 CU H - 1 CU H - 2 G2 - 2 4 / 2 4 22 / 2 2 20 G2 - 2 4 / 2 4 33 0 D1 - 1 0 " ø 33 0 D1 - 1 0 " ø St o r a g e 11 8 50 C F M FD 27 5 D2 - 1 0 " No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 1 : 4 8 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t M111FIRST FLOOR HVAC PLANDelta Faucet Headquarters ExpansionK. SHELLENBARGERM. MUIR10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 FI R S T F L O O R H V A C P L A N GENERAL NOTES:A. DUCT AND PIPE ROUTING IS DIAGRAMMATIC.OFFSETS DROPS, ETC. MAY BE REQUIRED AND SHALL BE INCLUDED IN BID AS REQUIRED. NOT ALL OF THE FITTINGS, CONNECTIONS, DAMPERS, ETC. ARE SHOWN ON THE DRAWING AND MAY BE REQUIRED AND SHALL BE INCLUDED IN BID AS REQUIRED.B. COORDINATE ALL WORK WITH ALL OTHER WORK.C. VERIFY ALL CLEARANCES AND OBSTRUCTIONS AS MAY AFFECT THE EXECUTION AN D PERFORMANCE OF THIS WORK AND IF NEC ESSARY, CONSULT WITH THE OWNER AND ARCHITECT FOR RESOLUTION BEFORE INSTALLING WORK.D. ALL NEW MECHANICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS INCLUDING SERVICE CLEARANCE REQUIREMENTS,OPERATIONAL CLEARANCE REQUIREMENTS, ETC. SEE EQUIPMENT MANUFACTURER'S INSTALLATION GUIDES FOR ADDITIONAL INFORMATION AND REQUIREMENTS.E. ALL MITERED RECTANGULAR ELBOWS SHALL HAVE TURNING VANES.CODED NOTES:1. PROVIDE CO2 SENSOR IN CAFE AREA FOR DEMAND CONTROLLED VENTILATION. PROVIDE ALL SENSORS,INTERFACES AND APPURTENANCES REQUIRED TO INTERFACE WITH THE VAV BOXES AND ROOFTOP UNIT.2. TERMINATE 4" PVC AIR INTAKE AND VENT AT INDICATED LOCATION. PROVIDE BIRD SCREEN AT TERMINATION.TERMINATE COMBUSTION AI R INTAKE WITH 90 DEGREE ELBOW DOWN. INTAKE AND FLUE VENT SHALL TERMINATE AT LEAST A MINIMUM OF 14" ABOVE GRADE. REFER TO MANUFACTURER'S INSTRUCTIO NS FOR ALL TERMINATION REQUIREMENTS.3. PROVIDE 1" WIRE MESH SCREEN ON THE RETURN AIR DUCTWORK OPENING.4. PROVIDE DOUBLE WALL SUPPLY AND RETURN DUCTWORK THROUGHOUT THE SPACE. REFER TO HATCHED AREA FOR PORTION OF DUCTWORK TO BE DOUBLE WALL. TRANSITION AS REQUIRED FROM SINGLE WALL DUCTWORK TO DOUBLE WALL DUCTWORK.5. PROVIDE SINGLE DUCT TERMINAL BOXES WITH ELECTRIC REHEAT AN D STRAIGHT SILENCER.TRANSITION DUCTWORK AS REQUIRED TO CONNECT TO THE TERMINAL BOX. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO MECHANICAL SCHEDULE SHEET FOR MORE INFORMATION. SEE DETAIL 6/M503.6. PROVIDE EXHAUST AIR DUCT WORK DOWN FROM EF-7.ROUTE DUCTWORK IN SHAFT. PROVIDE 1-1/2-HOUR RATED FIRE DAMPER WHERE DUCTWORK PENETRATES RATED SHAFT. PROVIDE ACCESS DOOR IN DUCTWORK.7. PROVIDE SINGLE WALL SUPPLY/RETURN AIR DUCTWORK DOWN FROM RTU-1 IN 2-HOUR RATED MECHANICAL SHAFT. SEE SECTION 3/M301.8. PROVIDE SINGLE WALL SUPPLY/RETURN AIR DUCTWORK DOWN FROM RTU-2 IN 2-HOUR RATED MECHANICAL SHAFT. PROVIDE 1-1/2 HOUR RATED FIRE DAMPER IN DUCTWORK WHERE THE DUCTWORK PENETRATES THE RATED WALL. PROVIDE ACCESS DOOR IN DUCTWORK. SEE SECTION 1/M301.9. PROVIDE SINGLE WALL SUPPLY/RETURN AIR DUCTWORK DOWN FROM RTU-3 IN 2-HOUR RATED MECHANICAL SHAFT.PROVIDE 1-1/2 HOUR RATED FI RE DAMPER IN DUCTWORK WHERE THE DUCTWORK PENETRATES THE RATED WALL.PROVIDE ACCESS DOOR IN DUCTWORK. SEE SECTION 2/M301.10. PROVIDE EXHAUST DUCT IN MECHANICAL SHAFT FOR EAST RESTROOM EXHAUST UP TO EF-8 ON ROOF. PROVIDE 1-1/2 HOUR RATED FIRE DAMPER WHERE DUCTWORK PENETRATES SHAFT. PROVIDE ACCESS DOOR IN DUCTWORK.11. PROVIDE EXHAUST DUCT DN TO LOWER LEVEL FUME HOOD. DUCT SHALL BE WELDED 18 GA. STAINLESS STEEL 316 TYPE. ROUTE DUCT IN SHAFT (2-HR RATED).12. KITCHEN EXHAUST DUCT SHOWN FOR REFERENCE ONLY.REFER TO KITCHEN CONSUL TANT DRAWINGS FOR MORE INFORMATION.13. KITCHEN MAKE-UP AIR DUCT SHOWN FOR REFERENCE ONLY. REFER TO KITCHEN CO NSULTANT DRAWINGS FOR MORE INFORMATION.14. PROVIDE EXHAUST DUCT DN TO LOWER LEVEL CLEANING ROOM EXHAUST. DUCT SHALL BE WELDED 18 GA.STAINLESS STEEL 316 TYPE. ROUTE DUCT IN SHAFT (2-HOUR RATED). SEE SECTION 2/M301.15. PROVIDE EXHAUST DUCT DN TO LOWER LEVEL LIFECYCLE TESTING ROOM. DUCT SHALL BE OF ALUMINUM CONSTRUCTION. ROUTE DUCT IN SHAFT (2-HOUR RATED).SEE SECTION 3/M301.16. ROUTE 4" PVC AIR INTAKE AND VENT UP TO ROOF.17. REFRIGERANT LINES DOWN TO LOWER LEVEL.18. COMBINE CONDENSATE FROM 1ST FLOOR AND 2ND FLOOR.CONDENSATE RISER TO INCREASE TO 2".19. ROUTE CONDENSATE DOWN TO LOWER LEVEL.20. PROVIDE DDC SUB-CONTROL PANEL (20A 120V). PROVIDE ALL REQUIRED WIRES, CABLES, CONDUIT, RELAYS REQUIRED FOR A COMPLETE SYSTEM. COORDINATE EXACT REQUIREMENTS WITH THE TEMPERATURE CONTROLS CONTRACTOR.No. Date Description DN T T At r i u m 20 4 Me e t i n g R o o m 21 3 Co n f e r e n c e R o o m 20 7 W. R . R . 21 0 M. R . R . 21 1 ID F 21 2 Bu s i n e s s C e n t e r 22 0 W. R . R . 22 1 IT / E l e c 22 2 M. R . R . 22 3 Ca t e r i n g S t a g i n g 21 8 Me e t i n g R o o m 21 5 Co n f e r e n c e R o o m 20 6 Co n f e r e n c e R o o m 20 5 Pe d e s t r i a n Co n n e c t o r 20 1 A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 XA A 2 M3 0 1 16 / 1 0 16 / 1 0 6/ 6 8/ 1 2 12 / 1 2 18 / 1 2 10 / 8 CU H - 2 CU H - 2 CU H - 2 CU H - 2 T T T T T T T T T T 14 / 1 2 9" ø 14 / 1 2 12 " ø 7" ø 9" ø 12 " ø 7" ø 10 / 1 0 10 / 1 0 10 / 1 0 7" ø 12 / 1 2 3 12 " ø 5 (T Y P . ) 5 (T Y P . ) 5 (T Y P . ) 5 5 6 7 8 9 10 5 11 13 12 96 0 TB - 2 - 9 82 0 TB - 2 - 1 0 8/ 1 2 52 0 TB - 2 - 1 1 10 3 5 TB - 2 - 1 5 10 " ø 14 / 1 2 14 / 1 2 Me e t i n g R o o m 21 6 Me e t i n g R o o m 21 4 Br e a k - o u t A r e a 21 9 At r i u m 20 4 61 5 TB - 2 - 1 4 12 " ø 8" ø 16 / 1 2 27 5 TB - 2 - 5 61 5 TB - 2 - 1 3 64 5 TB - 2 - 1 49 0 TB - 2 - 2 7" ø 46 5 TB - 2 - 3 45 5 TB - 2 - 4 40 5 TB - 2 - 7 49 0 TB - 2 - 6 88 0 TB - 2 - 1 6 25 0 TB - 2 - 1 7 45 0 TB - 2 - 8 12 / 1 2 14 / 1 4 8/ 1 2 20 / 1 4 22 / 1 4 12 / 1 2 10 / 1 0 20 0 D1 - 1 0 " ø T BO D : 1 2 ' - 0 " BO D : 1 2 ' - 3 " BO D : 1 2 ' - 3 " BO D : 1 2 ' - 3 " BO D : 1 2 ' - 3 " BO D : 1 3 ' - 3 " BO D : 1 2 ' - 3 " BO D : 1 2 ' - 2 " BO D : 1 2 ' - 2 " BO D : 1 2 ' - 0 " 19 0 D1 - 8 " ø 19 0 D1 - 8 " ø 19 0 D1 - 8 " ø 19 0 D1 - 8 " ø 20 0 D1 - 8 " ø G2 - 2 4 / 2 4 20 5 D1 - 8 " ø BO D : 1 2 ' - 0 " 20 5 D1 - 8 " ø 20 5 D1 - 8 " ø 20 5 D1 - 8 " ø G2 - 2 4 / 2 4 8/ 8 8/ 8 G2 - 2 4 / 2 4 15 0 D1 - 8 " ø 15 0 D1 - 8 " ø BO D : 1 3 ' - 0 " 11 5 D1 - 8 " ø G2 - 2 4 / 2 4 14 0 D1 - 8 " ø 14 0 D1 - 8 " ø 14 0 D1 - 8 " ø G2 - 2 4 / 2 4 BO D : 1 3 ' - 0 " 56 0 TB - 2 - 1 2 12 " ø BO D : 1 3 ' - 0 " BO D : 1 3 ' - 0 " G2 - 2 4 / 2 4 G2 - 2 4 / 2 4 G2 - 2 4 / 2 4 G2 - 2 4 / 2 4 G2 - 2 4 / 1 2 G2 - 2 4 / 2 4 G2 - 2 4 / 2 4 G2 - 2 4 / 2 4 G2 - 2 4 / 2 4 G2 - 2 4 / 2 4 G2 - 2 4 / 2 4 20 5 D1 - 8 " ø 20 5 D1 - 8 " ø 20 5 D1 - 8 " ø 20 5 D1 - 8 " ø 20 5 D1 - 8 " ø 20 5 D1 - 8 " ø BO D : 1 2 ' - 2 " BO D : 1 3 ' - 1 " 8/ 6 8/ 6 8/ 6 8/ 1 0 14 0 D1 - 8 " ø 26 0 D1 - 1 0 " ø 26 0 D1 - 1 0 " ø 26 0 D1 - 1 0 " ø 25 5 D1 - 1 0 " ø BO D : 1 2 ' - 0 " BO D : 1 2 ' - 1 " BO D : 1 2 ' - 0 " BO D : 1 2 ' - 2 " BO D : 1 1 ' - 6 " 22 0 D1 - 8 " ø 22 0 D1 - 8 " ø BO D : 1 2 ' - 6 " 7" ø 22 0 D1 - 8 " ø 22 0 D1 - 8 " ø BO D : 1 2 ' - 3 " BO D : 1 2 ' - 0 " BO D : 1 3 ' - 2 " 8" ø BO D : 1 2 ' - 2 " 25 0 D1 - 1 0 " ø 49 0 D1 - 1 2 " ø 30 0 D1 - 8 " ø 12 / 1 0 8/ 1 0 BO D : 1 2 ' - 4 " BO D : 1 2 ' - 5 " BO D : 1 2 ' - 6 " 10 5 D1 - 6 " ø 8/ 1 0 6/ 6 6" ø 8/ 1 0 12 / 1 2 BO D : 1 1 ' - 6 " BO D : 1 1 ' - 9 " BO D : 1 2 ' - 6 " BO D : 1 2 ' - 4 " BO D : 1 1 ' - 6 " 16 / 1 0 14 / 1 2 11 5 D1 - 8 " ø 11 5 D1 - 8 " ø 11 5 D1 - 8 " ø 11 0 D1 - 8 " ø 14 / 1 2 12 / 1 0 BO D : 1 2 ' - 1 " BO D : 1 3 ' - 4 " 11 5 D1 - 8 " ø 11 5 D1 - 8 " ø 11 5 D1 - 8 " ø 12 0 D1 - 8 " ø BO D : 1 2 ' - 4 " BO D : 1 1 ' - 6 " 7" ø BO D : 1 2 ' - 6 " BO D : 1 3 ' - 1 " 13 5 D1 - 8 " ø 14 0 D1 - 8 " ø 10 " ø 12 0 D1 - 8 " ø 12 5 D1 - 8 " ø 12 5 D1 - 8 " ø 12 0 D1 - 8 " ø BO D : 1 2 ' - 4 " BO D : 1 2 ' - 1 " BO D : 1 2 ' - 0 " 10 / 1 0 BO D : 1 2 ' - 4 " 30 0 D1 - 1 0 " ø 14 5 D1 - 8 " ø T TTT 12 / 1 2 12 / 1 0 3 3 3 3 3 3 3 3 3 3 3 3 3 5 4 5 5 4 5 4 4 4 5 5 4 5 4 5 4 4 5 5 5 10 14 15 24 / 7 25 0 D1 - 1 0 " ø 16 TF - 5 TF - 4 8" ø FC - 2 - 1 1 2 G2 - 6 / 6 G2 - 6 / 6 G2 - 6 / 6 G2 - 6 / 6 10 0 G3 - 2 4 / 1 2 15 0 G3 - 2 4 / 1 2 15 0 G3 - 2 4 / 1 2 25 0 G3 - 2 4 / 1 2 50 G3 - 8 / 8 FC - 2 - 2 T (T Y P . ) 4 4 25 0 D1 - 1 0 " ø 14 / 1 2 14 / 1 0 12 / 1 0 12 / 1 2 12 / 1 2 14 / 1 4 8/ 1 0 14 / 1 1 10 / 1 2 10 / 1 0 12 / 1 2 12 / 1 2 17 18 FD FD FD 24 / 8 FD 17 1 M3 0 1 CO ² 19 CO ² 19 20 0 G1 - 1 0 / 8 20 0 G1 - 1 0 / 8 8/ 8 20 8/ 8 11 0 D1 - 8 " ø C 1 1 / 4 " RL RS 8/ 1 0 22 / 1 0 12 " ø 12 / 1 2 50 D1 - 6 " ø G2 - 2 4 / 2 4 10 / 1 0 12 / 1 2 12 / 1 0 21 FD No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 2 : 0 6 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t M112SECOND FLOOR HVAC PLANDelta Faucet Headquarters ExpansionK. SHELLENBARGERM. MUIR10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 SE C O N D F L O O R HV A C P L A N CODED NOTES:1. PROVIDE WALL MOUNTED SPLIT SYSTEM ABOVE DOOR.PROVIDE REFRIGERANT LINES AND 3/4" CONDENSATE DRAIN. ROUTE CONDENSATE DOWN TO LOWER LEVEL.INSTALL SPLIT SYSTEM PER MANUFACTURER'S RECOMMENDATIONS.2. PROVIDE WALL-MOUNTED THERMOSTAT AND ALL POWER AND CONTROL WIRING. INST ALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO CONTROL DRAWINGS FOR ADDITIONAL INFORMATION.3. PROVIDE 1" WIRE MESH SCREEN ON THE RETURN AIR DUCTWORK OPENING.4. PROVIDE DOUBLE WALL SUPPLY AND RETURN DUCTWORK THROUGHOUT THE SPACE. REFER TO HATCHED AREA FOR PORTION OF DUCTWORK TO BE DOUBLE WALL. TRANSITION AS REQUIRED FROM SINGLE WALL DUCTWORK TO DOUBLE WALL DUCTWORK.5. PROVIDE SINGLE DUCT TERMINAL BOXES WITH ELECTRIC REHEAT AN D STRAIGHT SILENCER.TRANSITION DUCTWORK AS REQUIRED TO CONNECT TO THE TERMINAL BOX. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO MECHANICAL SCHEDULE SHEET FOR MORE INFORMATION. SEE DETAIL 6/M503.6. PROVIDE EXHAUST AIR DUCT WORK DOWN FROM EF-7.ROUTE DUCTWORK IN SHAFT. PROVIDE 1-1/2-HOUR RATED FIRE DAMPER WHERE DUCTWORK PENETRATES RATED SHAFT. PROVIDE ACCESS DOOR IN DUCTWORK.7. PROVIDE SINGLE WALL SUPPLY/RETURN AIR DUCTWORK DOWN FROM RTU-1 IN 2-HOUR RATED MECHANICAL SHAFT. SEE SECTION 3/M301.8. PROVIDE SINGLE WALL SUPPLY/RETURN AIR DUCTWORK DOWN FROM RTU-2 IN 2-HOUR RATED MECHANICAL SHAFT. PROVIDE 2-HOUR RATED FIRE DAMPER IN DUCTWORK WHERE THE DUCTWORK PENETRATES THE RATED FLOOR OR WALL. PROVIDE ACCESS DOOR IN DUCTWORK. SEE SECTION 1/M301.9. PROVIDE SINGLE WALL SUPPLY/RETURN AIR DUCTWORK DOWN FROM RTU-3 IN 2-HOUR RATED MECHANICAL SHAFT. PROVIDE 2-HOUR RATED FIRE DAMPER IN DUCTWORK WHERE THE DUCTWORK PENETRATES THE RATED FLOOR OR WALL. PROVIDE ACCESS DOOR IN DUCTWORK. SEE SECTION 2/M301.10. PROVIDE EXHAUST DUCT IN MECHANICAL SHAFT FOR EAST RESTROOM EXHAUST UP TO EF-8 ON ROOF. PROVIDE 1-1/2 HOUR RATED FIRE DAMPER WHERE DUCTWORK PENETRATES SHAFT. PROVIDE ACCESS DOOR IN DUCTWORK.11. PROVIDE EXHAUST DUCT DN TO LOWER LEVEL FUME HOOD. DUCT SHALL BE WELDED 18 GA. STAINLESS STEEL 316 TYPE. ROUTE DUCT IN SHAFT (2-HR RATED).12. KITCHEN EXHAUST DUCT SHOWN FOR REFERENCE ONLY.REFER TO KITCHEN CONSULTANT DRAWINGS FOR MORE INFORMATION.13. KITCHEN MAKE-UP AIR DUCT SHOWN FOR REFERENCE ONLY. REFER TO KITCHEN CO NSULTANT DRAWINGS FOR MORE INFORMATION.14. PROVIDE EXHAUST DUCT DN TO LOWER LEVEL CLEANING ROOM EXHAUST. DUCT SHALL BE WELDED 18 GA. STAINLESS STEEL 316 TYPE. ROUTE DUCT IN SHAFT (2-HOUR RATED).15. PROVIDE EXHAUST DUCT DN TO LOWER LEVEL LIFECYCLE TESTING ROOM. DUCT SHALL BE OF ALUMINUM CONSTRUCTION. ROUTE DUCT IN SHAFT (2-HOUR RATED).16. ROUTE 4" PVC AIR INTAKE AND VENT UP TO ROOF.17. REFRIGERANT LINES DOWN TO 1ST FLOOR.18. ROUTE REFRIGERANT LINES UP TO ROOF.19. PROVIDE CO2 SENSOR IN FOR DEMAND CONTROLLED VENTILATION. PROVIDE ALL SENSORS, INTERFACES AND APPURTENANCES REQUIRED TO INTERFACE WITH THE VAV BOXES AND ROOFTOP UNIT.20. TRANSFER DUCT. SEE DETAIL 3/M501.21. PROVIDE DDC SUB-CONTROL PANEL (20A 120V). PROVIDE ALL REQUIRED WIRES, CABLES, CONDUIT, AND RELAYS REQUIRED FOR A COMPLETE SYSTEM. COORDINATE EXACT REQUIREMENTS WITH THE TEMPERATURE CONTROLS CONTRACTOR.GENERAL NOTES:A. DUCT AND PIPE ROUTING IS DIAGRAMMATIC.OFFSETS DROPS, ETC. MAY BE REQUIRED AND SHALL BE INCLUDED IN BID AS REQUIRED. NOT ALL OF THE FITTINGS,CONNECTIONS, DAMPERS, ETC. ARE SHOWN ON THE DRAWING AND MAY BE REQUIRED AND SHALL BE INCLUDED IN BID AS REQUIRED.B. COORDINATE ALL WORK WITH ALL OTHER WORK.C. VERIFY ALL CLEARANCES AND OBSTRUCTIONS AS MAY AFFECT THE EXECUTION AND PERFORMANCE OF THIS WORK AND IF NECESSARY, CONSUL T WITH THE OWNER AND ARCHITECT FOR RESOLUTION BEFORE INSTALLING WORK.D. ALL NEW MECHANICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS INCLUDING SERVICE CLEARANCE REQUIREMENTS,OPERATIONAL CLEARANCE REQUIREMENTS, ETC. SEE EQUIPMENT MANUFACTURER'S INSTALLATION GUIDES FOR ADDITIONAL INFORMATIO N AND REQUIREMENTS.E. ALL RECTANGULAR ELBOWS SHALL HAVE TURNING VANES.No. Date Description R E F . R E F . Ci r c u l a t i o n 30 2 St o r a g e R o o m 33 2 M. R . R . 33 1 W. R . R . 33 0 IT / E l e c 33 3 W. R . R . 31 3 M. R . R . 31 2 Ja n . 31 4 ID F 31 1 T T T A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 XA A 3 M3 0 1 2 M3 0 1 36 / 1 2 2 8 / 1 0 2 2 / 1 2 8/ 1 2 2 0 / 1 0 6 18 0 D1 - 8 " ø 18 0 D1 - 8 " ø 12 0 D1 - 6 " ø 16 0 D1 - 8 " ø 8/ 1 2 3 16 / 1 0 5 (T Y P . ) 5 (T Y P . ) 5 (T Y P . ) 10 11 12 13 63 0 TB - 3 - 1 42 0 TB - 3 - 2 10 0 0 C F M TB - 3 - 3 86 5 C F M TB - 3 - 4 85 0 TB - 3 - 5 25 0 TB - 3 - 7 16 0 D1 - 8 " ø 13 0 D1 - 6 " ø 12 0 D1 - 6 " ø 14 / 1 0 (T Y P . 4 ) 21 0 D1 - 8 " ø 21 0 D1 - 8 " ø 21 0 D1 - 8 " ø 20 0 D1 - 8 " ø 17 5 D1 - 8 " ø 12 0 D1 - 6 " ø 11 2 5 TB - 3 - 6 10 0 D1 - 6 " ø 10 0 D1 - 6 " ø 50 D1 - 6 " ø 20 0 TB - 3 - 8 10 0 D1 - 6 " ø 10 0 D1 - 6 " ø 15 0 C F M TB - 3 - 9 HR D e p t . 31 5 VP O f f i c e 31 8 15 0 D1 - 8 " ø 20 0 D1 - 8 " ø 20 0 TB - 3 - 1 0 38 0 D1 - 1 0 " ø 10 0 D1 - 6 " ø 10 0 D1 - 6 " ø 58 0 TB - 3 - 1 1 20 0 D1 - 8 " ø 19 0 D1 - 8 " ø 19 0 D1 - 8 " ø 13 4 0 TB - 3 - 1 2 (T Y P . 3 ) (T Y P . 3 ) 23 5 D1 - 1 0 " ø 23 5 D1 - 1 0 " ø 22 5 D1 - 1 0 " ø (T Y P . 4 ) 13 7 0 TB - 3 - 1 3 33 3 34 / 1 4 34 / 1 0 10 " ø 14 / 1 2 10 / 1 2 11 0 D1 - 6 " ø 10 5 D1 - 6 " ø 11 0 D1 - 6 " ø 32 5 TB - 3 - 1 4 11 0 D1 - 6 " ø 10 5 D1 - 6 " ø 11 0 D1 - 6 " ø 10 0 D1 - 6 " ø 10 0 D1 - 6 " ø 10 0 D1 - 6 " ø 40 0 TB - 3 - 1 6 25 0 TB - 3 - 1 7 10 0 D1 - 6 " ø 10 0 D1 - 6 " ø 50 D1 - 6 " ø 44 5 TB - 3 - 1 8 13 0 D1 - 6 " ø 13 5 D1 - 6 " ø 13 0 D1 - 6 " ø 50 D1 - 6 " ø 41 5 TB - 3 - 1 9 36 5 TB - 3 - 2 0 10 0 D1 - 6 " ø 10 0 D1 - 6 " ø 16 5 D1 - 8 " ø 10 5 D1 - 6 " ø 10 0 D1 - 6 " ø 50 D1 - 6 " ø 11 0 TB - 3 - 2 2 50 0 TB - 3 - 2 3 32 5 TB - 3 - 1 5 59 5 TB - 3 - 2 1 12 0 D1 - 6 " ø 12 0 D1 - 6 " ø 12 0 D1 - 6 " ø 12 0 D1 - 6 " ø 60 D1 - 6 " ø 25 0 D1 - 8 " ø 15 0 D1 - 8 " ø 10 0 D1 - 6 " ø 14 / 1 2 8" ø 14 " ø 10 / 1 2 10 / 1 4 6" ø 12 / 1 0 12 / 8 12 / 8 12 / 8 12 / 1 0 8/ 8 8/ 8 10 / 8 10 / 1 0 10 / 8 36 / 1 4 12 / 1 2 10 / 8 12 / 1 2 12 / 1 2 36 / 1 4 2 2 / 1 2 2 2 / 1 2 2 2 / 1 0 1 8 / 1 0 10 / 1 0 10 / 1 0 10 / 1 0 20 / 1 2 14 / 1 2 10 / 1 0 14 / 1 2 12 / 1 2 6" ø 12 / 1 2 10 " ø BO D : 1 0 ' - 4 " 3 3 3 3 3 3 3 3 4 78 9 14 15 8" ø 6" ø 11 0 D1 - 6 " ø 10 " ø 11 0 D1 - 6 " ø 8" ø G2 - 2 4 / 1 2 G2 - 2 4 / 2 4 G2 - 2 4 / 1 2 G2 - 2 4 / 1 2 G2 - 2 4 / 2 4 G2 - 2 4 / 2 4 G2 - 2 4 / 2 4 G2 - 2 4 / 2 4 G2 - 2 4 / 2 4 G2 - 2 4 / 2 4 G2 - 2 4 / 2 4 G2 - 2 4 / 1 2 G2 - 2 4 / 1 2 G2 - 2 4 / 1 2 G2 - 2 4 / 1 2 G2 - 2 4 / 1 2 G2 - 2 4 / 1 2 (T Y P . 4 ) G2 - 2 4 / 2 4 G2 - 2 4 / 1 2 (T Y P . ) G2 - 2 4 / 2 4 G2 - 2 4 / 1 2 12 / 1 2 12 / 1 2 15 0 G3 - 2 4 / 1 2 25 0 G3 - 2 4 / 1 2 50 G3 - 8 / 8 (T Y P . 4 ) CU H - 2 CU H - 2 T T T T T TT T T T T T TT T T T T T T T T (T Y P . ) 16 TF - 6 TF - 7 44 / 2 0 Of f i c e 32 6 Of f i c e 32 4 Of f i c e 32 2 Of f i c e 32 0 T 2 G2 - 6 / 6 G2 - 6 / 6 50 G3 - 2 4 / 1 2 50 G3 - 2 4 / 1 2 10 10 / 1 0 G1 - 2 4 / 2 4 G1 - 2 4 / 2 4 18 / 1 2 22 / 1 0 8/ 1 0 10 / 8 22 / 1 0 12 / 1 2 G2 - 2 4 / 1 2 Of f i c e 31 6 G2 - 2 4 / 1 2 G2 - 2 4 / 2 4 26 / 1 2 G2 - 2 4 / 1 2 (T Y P . ) 10 / 1 0 G2 - 2 4 / 2 4 10 0 D1 - 6 " ø 8" ø 6" ø 10 " ø 6" ø 1 8 / 1 2 14 / 1 0 1 4 / 1 2 1 6 / 1 0 2 0 / 1 2 12 / 1 0 12 " ø G2 - 2 4 / 1 2 20 / 1 0 14 / 1 2 25 0 D1 - 1 0 " ø G2 - 2 4 / 2 4 G2 - 2 4 / 2 4 G2 - 2 4 / 2 4 Su p p l y C h a i n 35 0 E- B u s i n e s s 30 3 29 0 D1 - 1 0 " ø 28 5 D1 - 1 0 " ø 29 0 D1 - 1 0 " ø G2 - 2 4 / 2 4 G2 - 2 4 / 2 4 G2 - 2 4 / 2 4 G2 - 2 4 / 2 4 20 5 D1 - 8 " ø 22 0 D1 - 1 0 " ø 22 0 D1 - 1 0 " ø 20 5 D1 - 8 " ø 1 50 D1 - 6 " ø G2 - 2 4 / 2 4 55 D1 - 6 " ø FD 24 / 8 FD 17 17 8/ 8 17 (T Y P . ) 18 (T Y P . ) 1 M3 0 1 FD 19 In t e r n a t i o n a l 33 4 Of f i c e 33 5 VP O f f i c e 33 6 Su p p l y C h a i n 35 0 Of f i c e 30 4 Of f i c e 30 5 Ci r c u l a t i o n 30 2 Me e t i n g 30 9 Me e t i n g 31 0 Me e t i n g 30 7 Me e t i n g 30 8 Me e t i n g 31 7 Of f i c e 32 1 Of f i c e 32 3 Of f i c e 32 5 Li b r a r y 32 7 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 2 : 1 9 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t M113THIRD FLOOR HVAC PLANDelta Faucet Headquarters ExpansionK. SHELLENBARGERB. JOHNSON10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 TH I R D F L O O R H V A C P L A N GENERAL NOTES:A. DUCT AND PIPE ROUTING IS DIAGRAMMATIC.OFFSETS DROPS, ETC. MAY BE REQUIRED AND SHALL BE INCLUDED IN BID AS REQUIRED. NOT ALL OF THE FITTINGS,CONNECTIONS, DAMPERS, ETC. ARE SHOWN ON THE DRAWING AND MAY BE REQUIRED AND SHALL BE INCLUDED IN BID AS REQUIRED.B. COORDINATE ALL WORK WITH ALL OTHER WORK.C. VERIFY ALL CLEARANCES AND OBSTRUCTIONS AS MAY AFFECT THE EXECUTION AND PERFORMANCE OF THIS WORK AND IF NEC ESSARY, CONSULT WITH THE OWNER AND ARCHITECT FOR RESOLUTION BEFORE INSTALLING WORK.D. ALL NEW MECHANICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS INCLUDING SERVICE CLEARANCE REQUIREMENTS,OPERATIONAL CLEARANCE REQUIREMENTS, ETC. SEE EQUIPMENT MANUFACTURER'S INSTALLATION GUIDES FOR ADDITIONAL INFORMATIO N AND REQUIREMENTS.E. ALL MITERED RECTANGULAR ELBOWS SHALL HAVE TURNING VANES.CODED NOTES:1. REFRIGERANT LINES DOWN TO 2ND FLOOR.2. TEMPERATURE SENSOR FOR TERMINAL BOX IS IN MEETING ROOM. TEMPERATURE CONTROLLER IS IN CORRIDOR.3. PROVIDE 1" WIRE MESH SCREEN ON THE RETURN AIR DUCTWORK OPENING.4. PROVIDE DOUBLE WALL SUPPLY DUCTWORK WHERE THE DUCTWORK PENETRATES THE SHAFT AND THROUGHOUT THE SPACE. REFER TO HA TCHED AREA FOR PORTION OF DUCTWORK TO BE DOUBLE WALL. TRANSITION AS REQUIRED FROM SINGLE WALL DUCTWORK TO DOUBLE WALL DUCTWORK.5. PROVIDE SINGLE DUCT TERMINAL BOXES WITH ELECTRIC REHEAT AN D STRAIGHT SILENCER.TRANSITION DUCTWORK AS REQUIRED TO CONNECT TO THE TERMINAL BOX. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO MECHANICAL SCHEDULE SHEET FOR MORE INFORMATION. SEE DETAIL 6/M503.6. PROVIDE EXHAUST AIR DUCTWORK DOWN FROM EF-7.ROUTE DUCTWORK IN SHAFT. PROVIDE 1-1/2-HOUR RATED FIRE DAMPER WHERE DUCTWORK PENETRATES RATED SHAFT. PROVIDE ACCESS DOOR IN DUCTWORK.7. PROVIDE SINGLE WALL SUPPLY/RETURN AIR DUCTWORK DOWN FROM RTU-1 IN 2-HOUR RATED MECHANICAL SHAFT. PROVIDE 1-1/2-HOUR RATED FIRE DAMPER IN DUCTWORK WHERE THE DUCTWORK PENETRATES THE RATED WALL. PROVIDE ACCESS DOOR IN DUCTWORK. SEE SECTION 3/M301.8. PROVIDE SINGLE WALL SUPPLY/RETURN AIR DUCTWORK DOWN FROM RTU-2 IN 2-HOUR RATED MECHANICAL SHAFT. SEE SECTION 1/M301.9. PROVIDE SINGLE WALL SUPPLY/RETURN AIR DUCTWORK DOWN FROM RTU-3 IN 2-HOUR RATED MECHANICAL SHAFT. SEE SECTION 2/M301.10. PROVIDE EXHAUST DUCT IN MECHANICAL SHAFT FOR EAST RESTROOM EXHAUST UP TO EF-8 ON ROOF. PROVIDE 1-1/2 HOUR RATED FIRE DAMPER WHERE DUCTWORK PENETRATES SHAFT. PROVIDE ACCESS DOOR IN DUCTWORK.11. PROVIDE EXHAUST DUCT DN TO LOWER LEVEL FUME HOOD. DUCT SHALL BE WELDED 18 GA. STAINLESS STEEL 316 TYPE. ROUTE DUCT IN SHAFT (2-HR RATED).12. KITCHEN EXHAUST DUCT SHOWN FOR REFERENCE ONLY.REFER TO KITCHEN CONSUL TANT DRAWINGS FOR MORE INFORMATION.13. KITCHEN MAKE-UP AIR DUCT SHOWN FOR REFERENCE ONLY. REFER TO KITCHEN CO NSULTANT DRAWINGS FOR MORE INFORMATION.14. PROVIDE EXHAUST DUCT DN TO LOWER LEVEL CLEANING ROOM EXHAUST. DUCT SHALL BE WELDED 18 GA.STAINLESS STEEL 316 TYPE. ROUTE DUCT IN SHAFT (2-HOUR RATED). SEE SECTION 2/M301.15. PROVIDE EXHAUST DUCT DN TO LOWER LEVEL LIFECYCLE TESTING ROOM. DUCT SHALL BE OF ALUMINUM CONSTRUCTION. RO UTE DUCT IN SHAFT (2-HOUR RATED). SEE SECTION 3/M301.16. ROUTE 4" PVC AIR INTAKE AND VENT UP TO ROOF.17. RETURN GRILLE SOUND TRAP. SEE DETAIL 7/M501.18. U-TRANSFER DUCT. SEE DETAIL 2/M501.19. PROVIDE DDC SUB-CONTROL PANEL (20A 120V). PROVIDE ALL REQUIRED WIRES, CABLES, CONDUIT, AND RELAYS REQUIRED FOR A COMPLETE SYSTEM. COORDINATE EXACT REQUIREMENTS WITH THE TEMPERATURE CONTROLS CONTRACTOR.No. Date Description Sh e l l S p a c e 40 1 A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 XA A 3 M3 0 1 2 M3 0 1 50 / 2 0 14 / 1 2 3 2 / 1 2 12 / 1 2 46 / 1 4 2 2 / 1 2 12 / 1 2 15 9 0 C F M TB - 4 - 1 15 9 0 C F M TB - 4 - 2 15 9 0 C F M TB - 4 - 3 15 9 0 C F M TB - 4 - 4 12 " ø 12 " ø 12 " ø 12 " ø 15 9 0 C F M TB - 4 - 5 15 8 5 C F M TB - 4 - 8 15 8 5 C F M TB - 4 - 7 15 9 0 C F M TB - 4 - 6 12 " ø 12 " ø 12 " ø 12 " ø 2 3 5 5 5 5 5 5 5 5 6 8 8 9 7 18 IN S T A L L A L L D U C T W O R K , EQ U I P M E N T A N D AP P U R T E N A N C E S T O AC C O M M O D A T E A 9 ' - 6 " C E I L I N G . 13 12 T T T T T T T T 10 11 48 / 1 8 4 1 14 15 16 G2 - 6 / 6 G2 - 6 / 6 2 4 / 1 2 12 / 1 2 12 / 1 2 12 / 1 2 12 / 1 2 12 / 1 2 17 24 / 8 FD 56 / 1 8 2 2 / 1 2 17 17 12 / 1 2 12 / 1 2 12 / 1 2 1 M3 0 1 19 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 4 9 : 2 3 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t M114FOURTH FLOOR HVAC PLANDelta Faucet Headquarters ExpansionK. SHELLENBARGERM. MUIR10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 FO U R T H F L O O R H V A C P L A N CODED NOTES:1. PROVIDE DOUBLE WALL (K-7) 48x18 SUPPLY AIR DUCT UP TO RTU-4. REFER TO HATCHED AREA FOR PORTION OF DUCT TO BE DOUBLE WALL.2. PROVIDE SINGLE WALL 50/20 RETURN AIR DUCT UP TO RTU-4.3. PROVIDE 1" WIRE MESH SCREEN ON THE RETURN AIR DUCTWORK OPENING.4. PROVIDE DOUBLE WALL SUPPLY DUCTWORK THROUGHOUT THE SPACE. REFER TO HAT CHED AREA FOR PORTION OF DUCT TO BE DOUBLE WALL.5. PROVIDE SINGLE DUCT TERMINAL BOXES WITH ELECTRIC REHEAT AN D STRAIGHT SILENCER.TRANSITION DUCTWORK AS REQUIRED TO CONNECT TO THE TERMINAL BOX. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO MECHANICAL SCHEDULE SHEET FOR MORE INFORMATION. SEE DETAIL 6/M503.6. PROVIDE EXHAUST AIR DUCTWORK DOWN FROM EF-7.ROUTE DUCTWORK IN SHAFT. PROVIDE 2-HOUR RATED FIRE DAMPER WHERE DUCTWORK PENETRATES RATED SHAFT FLOOR. PROVIDE ACCESS DOOR IN DUCTWORK.7. PROVIDE SINGLE WALL SUPPLY/RETURN AIR DUCTWORK DOWN FROM RTU-1 IN 2-HOUR RATED MECHANICAL SHAFT. SEE SECTION 3/M301.8. PROVIDE SINGLE WALL SUPPLY/RETURN AIR DUCTWORK DOWN FROM RTU-2 IN 2-HOUR RATED MECHANICAL SHAFT. SEE SECTION 1/M301.9. PROVIDE SINGLE WALL SUPPLY/RETURN AIR DUCTWORK DOWN FROM RTU-3 IN 2-HOUR RATED MECHANICAL SHAFT. SEE SECTION 2/M301.10. PROVIDE EXHAUST DUCT STUB THROUGH MECHANICAL SHAFT FOR FUTURE RESTROOM. PROVIDE 1-1/2 HOUR RATED FIRE DAMPER WHERE DUCTWORK PENETRATES SHAFT AND LOW-LEAKAGE MANUAL VOLUME DAMPER.SHUT MANUAL VOLUME DAMPER. PROVIDE ACCESS DOOR IN DUCT.11. PROVIDE EXHAUST DUCT DN TO LOWER LEVEL FUME HOOD. DUCT SHALL BE WELDED 18 GA. STAINLESS STEEL 316 TYPE. ROUTE DUCT IN SHAFT (2-HR RATED).12. KITCHEN EXHAUST SHOWN FOR REFERENCE ONLY. REFER TO KITCHEN CONSULTA NT DRAWINGS FOR MORE INFORMATION.13. KITCHEN MAKE-UP AIR DUCT SHOWN FOR REFERENCE ONLY. REFER TO KITCHEN CONSULTANT DRAWINGS FOR MORE INFORMATION.14. PROVIDE EXHAUST DUCT DN TO LOWER LEVEL CLEANING ROOM EXHAUST. DUCT SHALL BE WELDED 18 GA.STAINLESS STEEL 316 TYPE. ROUTE DUCT IN SHAFT (2-HOUR RATED). SEE SECTION 2/M301.15. PROVIDE EXHAUST DUCT DN TO LOWER LEVEL LIFECYCLE TESTING ROOM. DUCT SHALL BE OF ALUMINUM CONSTRUCTION. ROUTE DUCT IN SHAFT (2-HOUR RATED).SEE SECTION 3/M301.16. ROUTE 4" PVC AIR INTAKE AND VENT UP TO ROOF.17. REFRIGERANT LINES DOWN TO THIRD FLOOR.18. PROVIDE EXHAUST DUCT STUB FROM EF-7 RESTROOM EXHUAST DUCT FOR FUTURE RESTROOM. PROVIDE 1-1/2 HOUR RATED FIRE DAMPER IN SHAFT WALL PENETRATION.PROVIDE LOW-LEAKAGE MANUAL VOLUME DAMPER AND CLOSE DAMPER.19. PROVIDE DDC SUB-CONTROL PANEL (20A 120V). PROVIDE ALL REQUIRED WIRES, CABLES, CONDUIT, AND RELAYS REQUIRED FOR A COMPLETE SYSTEM. COORDINATE EXACT REQUIREMENTS WITH THE TEMPERATURE CONTROLS CONTRACTOR.GENERAL NOTES:A. DUCT AND PIPE ROUTING IS DIAGRAMMATIC. OFFSETS DROPS, ETC. MAY BE REQUIRED AND SHALL BE INCLUDED IN BID AS REQUIRED. NOT ALL OF THE FITTINGS,CONNECTIONS, DAMPERS, ETC. ARE SHOWN ON THE DRAWING AND MAY BE REQUIRED AND SHALL BE INCLUDED IN BID AS REQUIRED.B. COORDINATE ALL WORK WITH ALL OTHER WORK.C. VERIFY ALL CLEARANCES AND OBSTRUCTIONS AS MAY AFFECT THE EXECUTION AND PERFORMANCE OF THIS WORK AND IF NECESSARY, CO NSULT WITH THE OWNER AND ARCHITECT FOR RESOLUTION BEFORE INSTALLING WORK.D. ALL NEW MECHANICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS INCLUDING SERVICE CLEARANCE REQUIREMENTS,OPERATIONAL CLEARANCE REQUIREMENTS, ETC. SEE EQUIPMENT MANUFACTURER'S INSTALLATION GUIDES FOR ADDITIONAL INFORMATIO N AND REQUIREMENTS.E. ALL MITERED RECTANGULAR ELBOWS SHALL HAVE TURNING VANES.No. Date Description A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 XA A 6 6 / 2 4 50 / 2 0 EF - 4 EF - 5 EF - 7 EF - 6 EF - 8 24 / 8 1 2 2 2 2 2 3 RT U - 3 RT U - 2 RT U - 1 RT U - 4 4 8 / 1 8 CU - 1 - 2 CU - B - 1 1 1 1 2 2 2 5 2 / 2 4 3 3 3 3 22 / 2 2 24 / 2 6 47 5 6 8 10 11 OA EA EA OA EA EA OA EA OA EA CU - 2 - 1 CU - B - 2 12 " ø 2 4 / 3 6 RS RL RL RS RL RS RLRS RF - 1 12 14 " ø 10 " ø 8/ 1 0 9 13 42 / 4 2 69 / 3 0 2 30 / 5 0 69 / 2 4 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 2 : 3 3 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t M115ROOF HVAC PLANDelta Faucet Headquarters ExpansionK. SHELLENBARGERB. JOHNSON10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 RO O F H V A C P L A N GENERAL NOTES:A. DUCT AND PIPE ROUTING IS DIAGRAMMATIC. OFFSETS DROPS, ETC. MAY BE REQUIRED AND SHALL BE INCLUDED IN BID AS REQUIRED. NOT ALL OF THE FITTINGS, CONNECTIONS,DAMPERS, ETC. ARE SHOWN ON THE DRAWING AND MAY BE REQUIRED AND SHALL BE INCLUDED IN BID AS REQUIRED.B. COORDINATE ALL WORK WITH ALL OTHER WORK.C. VERIFY ALL CLEARANCES AND OBSTRUCTIONS AS MAY AFFECT THE EXECUTION AND PERFORMANCE OF THIS WORK AND IF NECESSARY, CONSUL T WITH THE OWNER AND ARCHITECT FOR RESOLUTION BEFORE INSTALLING WORK.D. ALL NEW MECHANICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MA NUFACTURER'S WRITTEN RECOMMENDATIONS INCLUDING SERVICE CLEARANCE REQUIREMENTS, OPERATIONAL CLEARANCE REQUIREMENTS,ETC. SEE EQUIPMENT MANUFACTURER'S INSTALLATION GUIDES FOR ADDITIONAL INFORMATION AND REQUIREMENTS.CODED NOTES:1. PROVIDE ROOFTOP UNIT AND ALL ASSOCIATED ACCESSORIES. REFER TO SCHEDULE SHEET M601. PROVIDE 1-1/2" COPPER CONDENSATE PIPING FROM UNIT AND DISCHARGE INTO NEAREST ROOF DRAIN. ROUTE PIPING 1'-0"ABOVE ROOF. REFER TO DETAIL AND SCHEDULE SHEETS FOR MORE INFORMATION.2. PROVIDE SINGLE WALL SUPPLY AND RETURN DUCTWORK ROUTED ON THE ROOF. PROVIDE ONE (1) 1-1/2" LAYER OF FOAM INSULATION (3 LB/SQ.FT. DENSITY). PROVIDE WEATHERPROOF ALUMINUM JACKETING. ROUTE DUCTWORK 1'-0" ABOVE ROOF. REFER TO DETAIL AND SCHEDULE SHEETS FOR MORE INFORMATION.3. PROVIDE EXHAUST FAN AND ALL ASSOCIATED ACCESSORIES. MOUNT EXHAUS T FAN ON 12" HIGH CURB.ROUTE ALL ASSOCIATED DUCTWORK 1'-0" ABOVE ROOF.REFER TO DETAIL AND SCHEDULE SHEETS FOR MORE INFORMATION.4. KITCHEN EXHAUST DOWN TO KITCHEN SHOWN FOR REFERENCE ONLY. REFER TO KITCHEN CONSULTANT DRAWINGS FOR MORE INFORMATION.5. PROVIDE EXHAUST DUCT DN TO LOWER LEVEL CLEANING ROOM EXHAUST. DUCT SHALL BE WELDED 18 GA. STAINLESS STEEL 316 TYPE. ROUTE DUCT IN SHAFT (2-HOUR RATED).6. PROVIDE EXHAUST DUCT DN TO LOWER LEVEL LIFECYCLE TESTING ROOM. DUCT SHALL BE OF ALUMINUM CONSTRUCTION. ROUTE DUCT IN SHAFT (2-HOUR RATED).7. MAKE-UP AIR DUCT DOWN TO KITCHEN SHOWN FOR REFERENCEONLY. REFER TO KITCHEN CONSULTANT DRAWINGS FOR MORE INFORMATION.8. TERMINATE 4" PVC AIR INTAKE AND VENT THROUGH ROOF.PROVIDE BIRD SCREEN. RE FER TO MANUFACTURER'S TERMINATION REQUIREMENTS.9. REFRIGERANT LINES DOWN TO 4TH FLOOR.10. KITCHEN MAKEUP AIR UNIT SHOWN FOR REFERENCE ONLY.REFER TO KITCHEN CONSUL TANT DRAWINGS FOR MORE INFORMATION.11. KITCHEN EXHAUST FAN SHOWN FOR REFERENCE ONLY.REFER TO KITCHEN CONSUL TANT DRAWINGS FOR MORE INFORMATION.12. PROVIDE RETURN FAN AND ALL ASSOCIATED ACCESSORIES. MOUNT RET URN FAN ON 8" HIGH EQUIPMENT SUPPORTS. PROVIDE EXTERNAL INSULATION FOR RETURN FAN, REFER TO SPECIFICATIONS. REFER TO SCHEDULE SHEETS FOR MORE INFORMATION.No. Date Description Lo w e r L e v e l -1 4 ' - 4 " Fi r s t F l o o r 0' - 0 " Se c o n d F l o o r 15 ' - 0 " Th i r d F l o o r 30 ' - 0 " Fo u r t h F l o o r 43 ' - 6 " Ro o f P l a n 57 ' - 0 " F F F. 6 F 50 / 3 0 5 0 / 3 0 5 0 / 2 4 4 0 / 1 8 32 / 1 6 10 " ø 28 / 1 4 30 / 1 6 3 2 / 2 0 4 2 / 2 4 Lower Level -14' - 4"Second Floor 15' - 0"Third Floor 30' - 0"4.3 BASEMENT 85' - 8"66/24 52/24 50/32 48/26 36/14 36/22 36/22 36/1466/24 52/24 44/20 14"ø44/20 AEC 1st floor flr drain 0' - 1"16/16 Fi r s t F l o o r 0' - 0 " Se c o n d F l o o r 15 ' - 0 " Th i r d F l o o r 30 ' - 0 " Fo u r t h F l o o r 43 ' - 6 " Ro o f P l a n 57 ' - 0 " F F F. 6 F 50 / 3 0 42 / 4 2 4 8 / 2 2 4 2 / 1 8 42 / 1 8 24 / 1 2 50 / 3 0 24 / 3 6 4 4 / 2 4 4 0 / 2 4 24 / 1 0 36 / 1 6 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 2 : 4 0 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t M301HVAC SECTIONSDelta Faucet Headquarters ExpansionK. SHELLENBARGERB. JOHNSON10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 2 So u t h E l e v a t o r D u c t S h a f t 1/8" = 1'-0"3 East Elevator Duct Shaft 1 / 8 " = 1 ' - 0 " 1 NO R T H E L E V A T O R D U C T S H A F T No. Date Description NO T E S : 1. A L L S U P P O R T S S H A L L B E P R I M E D A N D E P O X Y P A I N T E D . 2. T U R N R O O F R A I L O V E R T O G E N E R A L T R A D E S C O N T R A C T O R FO R I N S T A L L A T I O N T O R O O F . PR O V I D E 1 - 1 / 2 x 1 - 1 / 2 x 1 / 4 AN G L E F R A M E . W E L D A L L CO N N E C T I O N S IN S U L A T I O N T A P E R E D A T C E N T E R FO R P O S I T I V E D R A I N A G E RO O F R A I L 2 X 2 X 1 / 4 B A S E A N G L E AT T A C H E D T O R O O F C U R B DO U B L E W A L L D U C T W O R K PA I N T W E A T H E R P R O O F I N G TO M A T C H R O O F C O L O R 1 2 " M I N . H E I G H T A B O V E R O O F AHU DRAWTHRU COILA(IN)"A"/2+1B(IN)ROOF CURB ROOF FAN INLET STATIC2"MIN.PRIME TRAP BEFORE UNIT START-UPCAPPED TEE FOR CLEANOUTDRAIN LINE SAME SIZE AS NIPPLE ON DRAIN PANCOOLING COIL DRAIN PAN NOTE: ROUTE CONDENSATE DOWN TO ROOF DRAIN"B""A" TO S . A . OP E N I N G IN S U L A T E D RO U N D D U C T SU P P L Y A I R D I F F U S E R (L A Y - I N F R A M E ) IN S U L A T E D N O N - M E T A L L I C F L E X I B L E CO N N E C T I O N ( M A X 5 F T . ) 18 " L O N G O R A N G E M A R K E R T A P E AT T A C H E D T O D A M P E R T O ID E N T I F Y L O C A T I O N SE C U R E F L E X I B L E D U C T T O DU C T C O L L A R S W I T H S C R E W S AN D D R A W B A N D S . P R O V I D E AD D I T I O N A L D R A W B A N D S A N D SE A L F L E X O U T E R J A C K E T T O DU C T C O L L A R S VO L U M E D A M P E R L O C A T I O N WH E R E D A M P E R W O U L D B E IN A C C E S S I B L E A T T A K E - O F F , PR O V I D E W I T H 3 " E X T E N D E D SH A F T , H A N D L E A N D C O L L A R SH E E T M E T A L E L B O W R E Q U I R E D RO O F I N G MA T E R I A L RI G I D IN S U L A T I O N ME T A L DE C K ST R U C T U R A L B E A M PI P E S E A L (F I E L D S U P P L I E D ) FL A S H / S E A L WA T E R T I G H T RO O F I N G PI P E S I Z E A S S H O W N ON P L A N S . 1/ 4 " G A L V . A I R C R A F T G U Y W I R E , 8 2 0 0 LB . R A T I N G W I T H T U R N B U C K L E ( T Y P . ) PI P E S E A L ( F I E L D S U P P L I E D ) FL A S H / S E A L W A T E R TI G H T R O O F I N G SC H E D U L E 4 0 ST E E L P I P E ST R U C T U R A L B E A M ME T A L D E C K WE L D P I P E T O S T E E L PL A T E A L L A R O U N D RO O F I N G MA T E R I A L RI G I D IN S U L A T I O N TA C K W E L D T O D E C K I N G NO T E S : 1. S E E P L A N S F O R S I Z E S . SH E E T M E T A L ST R A P H A N G E R S SH E E T M E T A L C O N S T R U C T I O N WI T H 1 " T H I C K A C O U S T I C A L IN S U L A T I O N CE I L I N G P L E N U M C E I L I N G P L E N U M 6 " M I N . 2' - 0 " O F F S E T IF O P E N I N G I N S T R U C T U R E I S I R R E G U L A R AN D G R E A T E R T H A N 1 " , W R A P D U C T W I T H 1 " TH I C K F I B R O U S M A T E R I A L A N D F I L L RE M A I N I N G O P E N I N G W I T H G R O U T IF O P E N I N G L I M I T E D T O D E S I R E D 3 / 4 " S P A C E , PA C K W I T H F I B R O U S M A T E R I A L A N D S E A L BO T H S I D E S W I T H R E S I L I E N T N O N - H A R D E N I N G SE A L E R DE C K OP E N D U C T 2 / 3 X M I N . X 2' - 0 " CE I L I N G P L E N U M LI N E D DU C T W O R K LA Y - I N C E I L I N G RE T U R N G R I L L E NO T E S : 1. S E E P L A N S F O R S I Z E S . No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 2 : 4 4 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t M501HVAC DETAILS &DIAGRAMSDelta Faucet Headquarters ExpansionK. SHELLENBARGERB. JOHNSON10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review NT S 2 DE T A I L - D U C T W O R K R O O F S U P P O R T S NTS 4 DETAIL - CONDENSATE DRAIN TRAP PIPING NT S 5 DE T A I L - D I F F U S E R M O U N T E D S U P P L Y NT S 6 DE T A I L - P I P E P E N E T R A T I O N T H R O U G H RO O F NT S 1 DE T A I L - S U P P O R T C A B L E A N C H O R NT S 3 DE T A I L - A C O U S T I C T R A N S F E R D U C T NT S 7 DE T A I L - R E T U R N GR I L L E S O U N D T R A P No. Date Description 1 2 " M I N . R E F E R T O R O O F P L A N V A R I E S S E E A R C H . R O O F P L A N RO O F I N G M A T E R I A L S BY O T H E R S FL E X I B L E D U C T CO N N E C T I O N S E E H V A C P L A N F O R C O N T I N U A T I O N ME T A L D E C K AN D S T R U C T U R E RO O F I N S U L A T I O N PR E - F A B R I C A T E D EQ U I P M E N T S U P P O R T VI B R A T I O N I S O L A T O R (B O L T E D D O W N ) GA L V . O U T L E T G U A R D GA L V . W E A T H E R H O O D WE A T H E R P R O O F M O T O R AN D D R I V E H O U S I N G MI N . 3 D U C T D I A . O F S T R A I G H T D U C T 45 ° SE C T I O N ** 12 " M I N . ( R E F E R T O R O O F P L A N ) * VA R I E S S E E A R C H I T E C T U R A L R O O F P L A N * * VI B R A T I O N IS O L A T O R (B O L T E D D O W N ) RO O F I N G M A T E R I A L PR E - F A B R I C A T E D R O O F C U R B RO O F I N S U L A T I O N PR O V I D E 3 / 4 " P . T . PL Y W O O D A T T A C H E D TO C U R B W / C O U N T E R - FL A S H I N G 3/ 4 " B A S E P L A T E LA G G E D T O R O O F C U R B 3/ 4 " D I A . D R A I N HO L E AN G L E D B L A N K - OF F S E A L E D WA T E R T I G H T 18 G A U G E S P I R A L DU C T W I T H F L A N G E D EN D S GU Y F L A N G E S W I T H ( 3 ) EV E N L Y S P A C E D G U Y W I R E CO N N . 16 " Ø ( F O R D U C T M A T E R I A L S E E LA B O R A T O R Y D U C T S P E C . ) 1 4 " G A L V . A I R C R A F T G U Y W I R E , 82 0 0 L B . R A T I N G W/ T U R N B U C K L E ( T Y P . ) FL E X I B L E D U C T CO N N E C T I O N WE A T H E R P R O O F M O T O R AN D D R I V E H O U S I N G FA N (S E E SC H E D . ) PR E - F A B R I C A T E D EQ U I P . S U P P O R T ME T A L D E C K A N D ST R U C T U R E 8 ' 0 " A B O V E R O O F 8" MI N . 8" MI N . PR O V I D E C A U L K O N B O T H S I D E S OF T E R M I N A T I O N B A R A T B O T T O M AN D V E R T I C A L S I D E S O F D U C T CO N T I N U O U S S E A L A N T SE C U R E L Y F A S T E N SL E E V E T O W A L L IN S U L A T E D D O U B L E WA L L D U C T CL I P A N G L E S U P P O R T S ON A L L 4 S I D E S CA U L K ( T Y P . ) TE R M I N A T I O N B A R SE A L A N T BO N D I N G A D H E S I V E (S H O W N D A S H E D ) MO L D A B L E B A S E FL A S H I N G EP D M C O U N T E R - FL A S H I N G DE T A I L RIGID INSULATIONROOFINGMATERIAL METAL DECK 3" MIN VENT PIPE SIZE AS SHOWN ON PLANSFLASH/SEAL WATER TIGHT ROOFINGPIPE SEAL (FIELD SUPPLIED)12" MIN.OR AS REQUIRED VA R I E S S E E A R C H I T E C T U R A L R O O F P L A N PL A N V I E W OP E N I N G T H R O U G H R O O F RO O F I N G M A T E R I A L RO O F I N S U L A T I O N PR O V I D E O N E P I E C E S P U N A L U M . BA S E W I T H G R A D U A T E D S T E P - 4 MO D U L E P V C B O O T A N D A D - JU S T A B L E S T A I N L E S S S T E E L C L A M P S * * TU R N I N G V A N E S AI R F L O W SU P P L Y 45 ° 45 ° DU C T M A I N 1" M I N . O N T O P A N D BO T T O M AD J U S T A B L E EL B O W R I N G S DU C T M A I N 1" M I N . O N T O P A N D BO T T O M 1/ 4 B R A N C H D U C T WI D T H , B U T M I N . 4 " EQ U A L T O R E Q ' D B R A N C H D U C T DI M E N S I O N S SE A L A L L AR O U N D EQ U A L T O R E Q ' D BR A N C H D U C T D I A . SE A L A L L AR O U N D AIR FLOW DAIR FLOW45°DOUBLE LINE DUCT TAP45° LEAD INRECTANGULARMAIN DUCT ROUND MAIN DUCT ROUND OR RECTANGULAR BRANCH DUCTROUNDBRANCHDUCT2ØTAP SIZE1/4D BUT NOT LESS THAN 4". VE R T I C A L D U C T IN S H A F T ( T Y P . ) EL B O W W / T U R N I N G V A N E S (T Y P . ) No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 2 : 5 4 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t M502HVAC DETAILS &DIAGRAMSDelta Faucet Headquarters ExpansionK. SHELLENBARGERB. JOHNSON10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review NT S 1 DE T A I L - U T I L I T Y E X H A U S T F A N O N R O O F NT S 2 DE T A I L - U T I L I T Y E X H A U S T F A N NT S 3 DE T A I L - D U C T W O R K E X T E R I O R W A L L PE N E T R A T I O N NTS 4DETAIL - VENT PENETRATION THROUGH ROOF NT S 5 DE T A I L - P I P E S E A L T H R O U G H R O O F NT S 6 DE T A I L - T Y P I C A L M I T E R E D R E C T A N G U L A R EL B O W NT S 7 DE T A I L - 2 " W G O R L E S S S T A T I C P R E S S U R E CL A S S B R A N C H T A K E - O F F F I T T I N G NTS 8DETAIL - 3" WG OR MORE STATIC PRESSURE CLASS DUCT TAP NT S 9 DE T A I L - D U C T SH A F T T A K E O F F No. Date Description FL O O R C O N S T R U C T I O N CA S T - I N F I R E S T O P D E V I C E WI T H M E T A L D E C K A D A P T O R 6" D I A . P I P E 2 " M A X . DU C T I N S U L A T I O N B A C K T O BA C K D R A F T D A M P E R O F F A N IN S U L A T E D P L E N U M . E X T E R N A L D U C T B O A R D . SE E P L A N S F O R D U C T S I Z E IN S E C T S C R E E N EX H A U S T L O U V E R P L E N U M AC C E S S D O O R . S E E P L A N S F O R S I Z E MO U N T S L E E V E I N B L D G . CO N S T R U C T I O N . S L E E V E T O B E O F GA U G E A S R E C O M M E N D E D B Y MA N U F A C T U R E R F O R U . L . A P P R O V A L & C O D E C O M P L I A N C E ST E E L B L A D E S W I T H IN T E R L O C K I N G J O I N T S & BL A D E S O U T O F A I R S T R E A M NO T E S : 1. P R O V I D E A C C E S S D O O R IN A D J A C E N T D U C T W O R K F O R RE S E T T I N G T H E D A M P E R . 2. S U P P O R T D A M P E R I N W A L L B Y S L E E V E & R E T A I N I N G A N G L E S . DA M P E R M U S T R E M A I N I N P L A C E I F D U C T C O L L A P S E S . AT T A C H D A M P E R T O S L E E V E A S RE C O M M E N D E D B Y M A N U F A C T U R E R MA I N T A I N E X P A N S I O N C L E A R A N C E S PE R M A N U F A C T U R E R S W R I T T E N IN S T R U C T I O N S FU S I B L E F I R E L I N K RE T A I N I N G A N G L E . S I Z E A S RE C O M M E N D E D B Y MA N U F A C T U R E R ( T Y P I C A L ) BO L T T O S L E E V E ( T Y P I C A L ) FI R E S T O P W / M A T E R I A L S AP P R O V E D B Y D A M P E R MA N U F A C T U R E R FLEXIBLE CONNECTION 1. PROVIDE THREE DUCT DIAMETERS STRAIGHT RUNS ON BOTH SIDES OF FAN PER MANUFACTURER'S INSTRUCTIONS.EXHAUST FANHANGER ROD W/ VIBRATION ISOLATION AIRFLOW GY P S U M W A L L B O A R D S O F F I T IN S U L A T E D D U C T P L E N U M RO U N D I N S U L A T E D FL E X I B L E D U C T RO U N D C O L L A R T O A C C E P T FL E X I B L E D U C T S I Z E PR O V I D E B A T T . I N S U L A T I O N AR O U N D P E R I M E T E R O F P L E N U M LA Y - I N C E I L I N G LI N E A R D I F F U S E R C O R E W I T H BO R D E R ( T Y P . ) PR I M A R Y AI R F L O W AI R F L O W DI S C H A R G E PL A N V I E W CO N T R O L S 18 " S E R V I C E SP A C E FL E X . C O N N . 1" W G P R E S S U R E C L A S S DU C T ( T R A N S I T I O N A S RE Q U I R E D ) IN S U L A T E D H I G H V E L O C I T Y D U C T TR A N S I T I O N A S R E Q U I R E D NO T E : 1. M A I N T A I N M A N U F A C T U R E R ' S M I N I M U M C L E A R A N C E S F O R AC C E S S T O F A N , F I L T E R , CO N T R O L S A N D A C T U A T O R . 3x D I A M I N . S T R A I G H T L E N G T H DO N O T C O N N E C T A N Y DU C T S W I T H I N 4 8 " O F EL E C T R I C H E A T I N G C O I L DI S C H A R G E No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 2 : 5 8 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t M503HVAC DETAILS &DIAGRAMSDelta Faucet Headquarters ExpansionK. SHELLENBARGERB. JOHNSON10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review NT S 1 DE T A I L - P I P E F I R E S T O P S L E E V E I N F L O O R NT S 2 DE T A I L - E X H A U S T L O U V E R P L E N U M NT S 3 DE T A I L - F L O O R F I R E D A M P E R IN S T A L L A T I O N ( S T Y L E B ) NTS 4 DETAIL - INLINE FAN NT S 5 DE T A I L - L I N E A R G R I L L E NT S 6 DE T A I L - V A V T E R M I N A L B O X No. Date Description MI N K W E A T L A T A M P S V O L T S P H CU H - 1 SE E PL A N S AS S H O W N O N P L A N S AR C H I T E C T U R A L SE M I - R E C E S S E D W A L L MO U N T E D 3. 0 6 0 1 0 0 1 0 . 8 2 7 7 1 Q M A R K S S A R 4 8 0 7 1 , 3 , 4 CU H - 2 SE E PL A N S AS S H O W N O N P L A N S AR C H I T E C T U R A L SE M I - R E C E S S E D W A L L MO U N T E D 4. 8 6 0 1 0 0 1 7 . 3 2 7 7 1 Q M A R K S S A R 4 8 0 7 1 , 3 , 4 EU H - 1 SE E PL A N S AS S H O W N O N P L A N S UT I L I T Y - T Y P E HO R I Z O N T A L W A L L MO U N T E D 3. 0 6 0 1 0 0 1 1 . 0 2 7 7 1 Q M A R K M U H - 0 3 - 7 1 1 , 2 , 3 , 5 EU H - 2 SE E PL A N S AS S H O W N O N P L A N S UT I L I T Y - T Y P E HO R I Z O N T A L W A L L MO U N T E D 5. 0 6 0 1 0 0 1 8 . 0 2 7 7 1 Q M A R K M U H - 0 5 - 7 1 1 , 2 , 3 , 5 NO T E S : 1. PR O V I D E E L E C T R I C A L D I S C O N N E C T . 2. PR O V I D E H O R I Z O N T A L W A L L M O U N T W I T H U N I S T R U T S U P P O R T 3. PR O V I D E I N T E G R A L T H E R M O S T A T . 4. CU S T O M C O L O R S E L E C T I O N B Y A R C H I T E C T . 5. PR O V I D E S T A N D A R D L O U V E R S . ME C H A N I C A L / E L E C T R I C A L R O O M S 80 50 60 NOT CONTROLLED OF F I C E / C O N F E R E N C E R O O M S 75 50 70 NOT CONTROLLED LI F E C Y C L E R O O M (R O O M H U M I D I T Y W I L L I N C R E A S E A B O V E D E S I G N C O N D I T I O N S W H E N L A B E Q U I P M E N T / D E V I C E S E M I T H I G H VO L U M E S O F H U M I D A I R . H I G H H U M I D I T Y E Q U I P M E N T W I L L B E L O C A T E D U N D E R H O O D ) 78 60 70 NOT CONTROLLED LA B S 72 50 70 NOT CONTROLLED IT R O O M S 80 50 80 NOT CONTROLLED ST A I R S / V E S T I B U L E S NOT CONDITIONEDNOT CONDITIONED 70 NOT CONTROLLED TA G Q T Y L O C A T I O N C O N F I G U R A T I O N HE A T I N G D A T A E L E C T R I C A L D A T A MANUFACTURER MODEL NUMBER NOTES IN T E R I O R D E S I G N A R E A SUMMER WINTER DB (°F)% RELATIVE HUMIDITY DB (°F)% RELATIVE HUMIDITY EL E C T R I C U N I T H E A T E R S C H E D U L E HVAC DESIGN DATA 9 1 ° F D B S U M M E R O U T S I D E D E S I G N T E M P E R A T U R E S : 7 5 ° F W B S U M M E R - 3 ° F D B W I N T E R DESIGN ALTITUDE: 807 FT. INDIANAPOLIS, IN EQ U I P M E N T B A S E D O N G R E E N H E C K U N L E S S N O T E D O T H E R W I S E EX H A U S T F A N S C H E D U L E EF - 1 3D P R I N T I N G 01 9 BC F - 1 0 6 - 4 E X H A U S T F C 2 , 8 8 5 0 . 7 5 0 0 1 9 1 7 B E L T 1 / 4 1 7 2 5 1 1 5 1 8 . 6 NO T E S : 1. P R O V I D E W I T H S T A R T E R / D I S C O N N E C T . 2. F U M E H O O D F A N S H A L L B E S P A R K R E S I S T A N T C O N S T R U C T I O N ( T Y P E C S P A R K ) F O R E X H A U S T A I R . M O T O R A N D D I S C O N N E C T S S H A L L B E E X P L O S I ON P R O O F R A T E D . 3. C L E A N R O O M F A N S H A L L B E S P A R K R E S I S T A N T C O N S T R U C T I O N ( T Y P E B SP A R K ) F O R E X H A U S T A I R . M O T O R AN D D I S C O N N E C T S S H A L L B E E X P L O S IO N P R O O F R A T E D . 4. P R O V I D E M A N U A L S W I T C H F O R O N / O F F C O N T R O L W I T H G R I N D I N G R O O M E X H A U S T F A N . 5. P R O V I D E W I T H J U N C T I O N B O X M O U N T E D A N D W I R E D . 6. P R O V I D E I N L E T F A N G U A R D . 7. E C M M O T O R . UN I T D A T A TA G S E R V I C E M O D E L F U N C T I O N FA N TY P E E. S . P . IN W . G . CF M R P M TY P E O F DR I V E TY P E O F DA M P E R HP R P M V O L T S P H A S E MO T O R D A T A RE M A R K S TY P E O F CO N T R O L SO U N D RA T I N G IN S O N E S EF - 2 GR I N D I N G 0 1 7 S Q - 9 7 - V G E X H A U S T B I 6 , 2 8 4 0 . 8 5 3 0 0 2 1 4 6 D I R E C T 1 / 2 2 5 0 0 1 1 5 1 1 6 . 4 EF - 3 ME C H A N I C A L 0 1 2 S Q - 1 2 0 - V G E X H A U S T B I 4 , 2 1 8 0 . 5 1 , 0 0 0 1 2 2 8 VA R I A B L E DI R E C T 1 / 2 1 7 2 5 1 1 5 1 5 . 2 EF - 4 CL E A N I N G R O O M 0 1 8 S W D - 8 - V G E X H A U S T B I 5 , 5 8 2 1 . 1 5 0 0 1 9 1 7 D I R E C T 1 / 2 2 5 0 0 1 1 5 1 1 1 . 3 EF - 5 LI F E C Y C L E T E S T I N G 02 1 SW B - 1 1 3 - 1 0 E X H A U S T B I 6 , 8 3 9 2 1 , 6 0 0 1 9 9 0 B E L T 1 1 7 2 5 1 1 5 1 1 6 . 3 EF - 6 LA B W O R K A R E A 0 2 3 S W D - 1 0 - V G E X H A U S T B I 5 , 3 4 2 1 . 2 5 9 0 0 1 8 3 4 D I R E C T 3 / 4 2 2 0 0 1 1 5 1 1 1 . 7 EF - 7 WE S T R E S T R O O M S / JA N I T O R S C L O S E T SW D - 1 5 - V G E X H A U S T B I 6 , 2 3 0 1 . 2 5 2 , 1 7 5 1 6 3 4 D I R E C T 1 1 7 2 5 1 1 5 1 1 4 . 8 EF - 8 EA S T R E S T R O O M S / JA N I T O R S C L O S E T SW D - 7 - V G E X H A U S T B I 6 , 1 1 2 1 . 0 5 5 0 2 0 9 8 D I R E C T 1 / 2 2 5 0 0 1 1 5 1 1 5 . 8 1 1, 4 1, 5 , 6 , 7 1, 3 , 7 1, 2 1, 2 , 7 1, 7 1, 7 EQ U I P M E N T B A S E D O N D A I K I N U N L E S S N O T E D O T H E R W I S E DU C T L E S S S P L I T S Y S T E M S C H E D U L E NO T E S : 1. P R O V I D E W I T H C O N D E N S A T E O V E R F L O W S W I T C H , M I N I U N I V O L T C O N D E N S A T E P U M P K I T , A N D R E M O T E W A L L C O N T R O L L E R . 2. P R O V I D E W I T H L O W A M B I E N T W I N D B A F F L E S D O W N T O 0 D E G R E E S F . 3. I N D O O R U N I T P O W E R S U P P L Y C O N N E C T I O N S C O N N E C T T O O U T D O O R U N I T . 4. T W O I N D O O R U N I T S S E R V E D B Y O N E O U T D O O R U N I T . IN D O O R U N I T D A T A TA G L O C A T I O N M O D E L TO T A L MB H SE N S . MB H EL E C T R I C A L R M 0 3 0 F T X S 3 6 L V J U 3 6 2 2 . 8 9 VO L T S 20 8 PH A S E 1 IN P U T PO W E R ( K W ) 2. 0 9 RE F R I G . TY P E R- 4 1 0 A TAG CU-B-1MODEL RKS36LVJUVOLTS 208PHASE 1MCA 19.5MOCP 20.0 IN D O O R U N I T E V A P O R A T O R D A T A OUTDOOR UNIT DATA REMARKS 1,2 EQ U I P M E N T B A S E D O N C A R R I E R U N L E S S N O T E D O T H E R W I S E RO O F T O P U N I T S C H E D U L E RT U - 1 RT U - 2 LO W E R L E V E L TH I R D F L O O R FI R S T F L O O R N O R T H SE C O N D F L O O R N O R T H 8, 3 8 5 3, 6 5 5 23 , 6 5 5 13 , 3 3 0 2. 5 3 1. 8 3. 4 6 2. 8 30 . 0 20 . 0 1, 2 7 8 10 3 7 53 6 70 8 38 0 82 . 0 80 . 8 68 . 3 67 . 3 54 . 2 54 . 2 54 . 2 52 . 8 10 , 1 5 5 4, 9 6 0 55 . 0 55 . 0 14 % - 1 0 0 % 28 % - 1 0 0 % --6 423.1 18.6--235.0 130.0250.0 150.02,3,4,6,7,8,10 1,3,4,6,7,8,10 NO T E S : 1. P R O V I D E W I T H 1 8 " R O O F C U R B . 2. P R O V I D E W I T H 4 ' H O R I ZO N T A L P L E N U M R O O F C U R B . 3. P R O V I D E W I T H U N I T M O U N T E D F A N V F D S . 4. P R O V I D E W I T H M O D U L A T I N G L O W G A S H E A T . 5. P R O V I D E W I T H M O D U L A T I N G P O W E R E X H A U S T . 6. P R O V I D E W I T H 0 - 1 0 0 % E C O N O M I Z E R W I T H C O M P A R I T I V E E N T H A L P Y C O N T R O L . 7. P R O V I D E W I T H N O N - F U S E D D I S C O N N E C T S W I T C H . 8. P R O V I D E W I T H 2 I N . M E R V 8 P L E A T E D F I L T E R S . 9. P R O V I D E W I T H M O D U L A T I N G H I G H G A S H E A T . 10 . P R O V I D E W I T H A I R F L O W M O N I T O R I N G S T A T IO N S A T T H E O A C O N N E C T I O N T O T H E U N I T . UN I T D A T A TA G S E R V I C E M O D E L MI N I M U M O. A . C F M TO T A L CF M FI L T E R EF F I C I E N C Y HP R P M E. A . T . ° F D. B . W . B . L. A . T . ° F D. B . W . B . EV A P O R A T O R D A T A HE A T I N G CF M NO . O F ST A G E S NO. OF COMP.COMPRESSOR DATA RPM PHASE FULL LOAD AMPS EA.RPM REMARKS SU P P L Y F A N D A T A TO T A L MB H SE N S I B L E MB H R4 1 0 A R4 1 0 A RE F R I G . GA S GA S FU E L TY P E 9. 7 16 . 2 E. A . T . ( ° F ) L . A . T . ( ° F ) HE A T I N G D A T A 3. 3 3. 3 6 4 NO . O F FA N S CO N D E N S E R F A N D A T A VOLTS MOCP MCAUNIT ELECTRICAL DATA RT U - 3 RT U - 4 FO U R T H F L O O R 2, 9 9 0 1, 9 1 0 15 , 4 5 0 12 , 7 1 0 2. 4 1 2. 6 2. 8 9 3. 8 7 20 . 0 20 . 0 64 1 89 9 60 2 . 6 54 0 . 8 42 2 . 9 36 1 . 6 5 79 . 7 79 . 1 66 . 3 65 . 8 54 . 4 52 . 8 53 . 4 51 . 4 4, 6 6 5 4, 5 6 0 55 . 0 55 . 0 --4 418.6 18.6--137.0 130.0150.0 150.0460 3 R4 1 0 A R4 1 0 A GA S GA S 23 . 2 39 . 4 3. 3 3. 3 4 4 460 3460 3 460 3 FI R S T F L O O R S O U T H SE C O N D F L O O R S O U T H FU L L L O A D AM P S E A . SE E N O T E S -- HP E A . EX H A U S T F A N D A T A 7. 6 4. 8 5 3 FL A E A . -QT Y 2 2 90 0 -- - 48 P 3 K 0 9 0 FC - B - 1 TI P S P E E D FP M AV R M 2 1 7 F T K 1 2 N M V J U 1 0 . 0 9 . 4 8 2 0 8 1 - R - 4 1 0 A C U - 2 - 1 R K 1 2 N M V J U 2 0 8 1 1 2 . 2 1 5 . 0 1 , 2 , 3 FC - 2 - 1 PE D E S T R I A N CO N N E C T O R FX M Q 3 6 P B V J U 3 0 . 4 2 4 . 9 2 0 8 1 2 . 9 R - 4 1 0 A CU-1-2 RXYQ144TYDN 460 3 25.9 35 1.2,4 FC - 1 - 1 FC - 2 - 2 EQ U I P M E N T B A S E D O N P R I C E U N L E S S N O T E D O T H E R W I S E AI R D E V I C E S C H E D U L E NO T E S : 1. D I F F U S E R R U N S H A L L B E S A M E S I Z E A S DI F F U S E R I N L E T U N L E S S O T H E R W I S E N O T E D . 2. 2 S L O T S ( 3 / 4 " ) , V E R T I C A L A N D H O R I Z O N T A L P A T T E R N . 3. 4 S L O T S ( 3 / 4 " ) , V E R T I C A L A N D H O R I Z O N T A L P A T T E R N . 4. P R O V I D E V E R T I C A L I N L E T I N S U L A T E D P L E N U M B O X . UN I T D A T A TA G M O D E L F U N C T I O N FA C E SI Z E FR A M E TY P E MA T E R I A L F I N I S H D A M P E R N. C . MA X . RE M A R K S D1 SP D S U P P L Y 2 4 X 2 4 L A Y - I N S T E E L W H I T E - 2 0 1 TA G - N E C K S I Z E CF M IN L E T S I Z E AS S H O W N ON P L A N S D2 SD B I 7 5 S U P P L Y - S U R F A C E A L U M I N U M W H I T E - 2 0 2 , 4 AS S H O W N ON P L A N S G1 72 0 S U P P L Y S T E E L W H I T E - 2 0 - AS S H O W N ON P L A N S DU C T MO U N T E D NE C K S I Z E PL U S 1 . 7 5 " G2 80 R E T U R N A L U M I N U M W H I T E - 2 0 - AS S H O W N ON P L A N S LA Y - I N G3 80 E X H A U S T A L U M I N U M W H I T E - 2 0 - AS S H O W N ON P L A N S LA Y - I N NE C K S I Z E PL U S 1 . 7 5 " NE C K S I Z E PL U S 1 . 7 5 " 48 P 5 K 0 5 0 48 P 5 K 0 5 5 48 P 5 L 0 5 0 SE E N O T E S SE E N O T E S SE E N O T E S E. S . P . IN W . G . T. S . P . I N W. G . RE T U R N F A N D A T A HP R P M E. S . P . IN W . G . T. S . P . I N W. G . 1. 3 - 1. 3 - 10 . 0 - 77 1 -- -- -- --- 14 % - 1 0 0 % 14 % - 1 0 0 % 1,3,4,5,6,7,8,10 1,3,5,6,7,8,9,10 BA C K D R A F T BA C K D R A F T BA C K D R A F T BA C K D R A F T BA C K D R A F T BA C K D R A F T BA C K D R A F T BA C K D R A F T EQ U I P M E N T B A S E D O N B R O A N U N L E S S N O T E D O T H E R W I S E TR A N S F E R F A N S C H E D U L E TF - 1 TF - 2 ID F R M 0 1 3 ID F R M 1 0 9 51 1 1 8 0 1 NO T E S : 1. P R O V I D E W I T H R E M O T E L I N E V O L T A G E T H E R M O S T A T . M O UN T T H E R M O S T A T 4 8 " A F F . T H E R M O S T A T T O B E S E T T O 8 5 ° F . UN I T D A T A TA G S E R V I C E M O D E L C F M S O N E S RE M A R K S TF - 3 IT / E L E C R M 1 1 5 TF - 4 ID F R M 2 1 2 TF - 5 IT / E L C R M 2 2 2 TF - 6 ID F R M 3 1 1 TF - 7 IT / E L E C R M 3 3 3 1 RP M V O L T S A M P S MO T O R D A T A 51 2 51 2 51 2 51 2 51 2 51 2 90 90 90 90 90 90 15 7 5 26 0 0 26 0 0 26 0 0 26 0 0 26 0 0 26 0 0 12 0 12 0 12 0 12 0 12 0 12 0 12 0 0. 9 0. 7 0. 7 0. 7 0. 7 0. 7 0. 7 4. 5 3. 5 3. 5 3. 5 3. 5 3. 5 3. 5 1 1 1 1 1 G4 AT G T R A N S F E R A L U M I N U M W H I T E - 2 0 - SU R F A C E AS S H O W N ON P L A N S NE C K S I Z E PL U S 1 . 7 5 " FC - B - 2 ME C H & S U P P L Y RM 0 2 2 FA Q 1 8 P V J U CU-B-2 1,2 18 1 3 . 7 2 0 8 1 1 . 6 1 R - 4 1 0 A R Z R 1 8 P V J U 2 0 8 1 1 6 . 5 2 0 . 0 HEATING DATA TO T A L MBH ---40.0INPUTPOWER (KW)---0.36 G5 SD G E R E X H A U S T A L U M I N U M W H I T E - 2 5 - AS S H O W N ON P L A N S NE C K S I Z E PL U S 1 " DU C T MO U N T E D EQ U I P M E N T B A S E D O N G R E E N H E C K U N L E S S N O T E D O T H E R W I S E RE T U R N F A N S C H E D U L E RF - 1 RT U - 2 U S F - 3 3 6 - 1 0 - B I - 5 0 R E T U R N B I 5 , 6 6 8 1 . 0 1 3 , 3 3 0 5 9 3 V F D B E L T - 5 1 7 2 5 4 6 0 3 2 0 . 0 A L L NO T E S : 1. P R O V I D E W I T H S T A R T E R / D I S C O N N E C T . 2. P R O V I D E W I T H V F D . 3. P R O V I D E W I T H 8 " E Q U I P M E N T S U P P O R T S . UN I T D A T A TA G S E R V I C E M O D E L F U N C T I O N FA N TY P E TI P S P E E D FP M E. S . P . IN W . G . CF M R P M TY P E O F DRIVETYPE OF DAMPER HP RPM VOLTS PHASEMOTOR DATA REMARKS TY P E O F CO N T R O L SOUND RATING IN SONES SP E E D CO N S T A N T SP E E D CO N S T A N T SP E E D CO N S T A N T SP E E D CO N S T A N T SP E E D CO N S T A N T SP E E D CO N S T A N T SP E E D CO N S T A N T SP E E D G6 60 E X H A U S T A L U M I N U M W H I T E - 2 5 3 / 4 " L O U V E R S P A C I N G AS S H O W N ON P L A N S NE C K S I Z E PL U S 1 . 7 5 " DU C T MO U N T E D CF M 15 , 2 7 0 --- D3 SD B I 7 5 S U P P L Y - S U R F A C E A L U M I N U M W H I T E - 2 0 3 , 4 AS S H O W N ON P L A N S D4 SP D S U P P L Y 2 4 X 2 4 L A Y - I N A L U M I N U M W H I T E - 2 0 1 AS S H O W N ON P L A N S 49 7 20 8 MB H 16 0 77 11 11 11 11 11 11 11 11 11 11 11 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 1 8 / 2 0 1 5 5 : 0 7 : 3 6 P M C : \ U s e r s \ b r i a n j \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ b r i a n j . r v t M601HVAC SCHEDULESDelta Faucet Headquarters ExpansionK. SHELLENBARGERB. JOHNSON10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner ReviewNo. Date Description 11 11/20/15 BP#4 Addendum #2 EQ U I P M E N T B A S E D O N P R I C E U N L E S S N O T E D O T H E R W I S E TE R M I N A L B O X S C H E D U L E TB - B - 5 TB - B - 6 UN I T D A T A TA G S E R V I C E M O D E L N E C K S I Z E MI N I M U M AI R F L O W PE R F O R M A N C E D A T A kW E . A . T . ( ° F ) L . A . T . ( ° F ) VO L T S / PH A S E ST A G E D E L E C T R I C H E A T I N G C O I L RE M A R K S TB - B - 4 TB - B - 3 TB - B - 2 70 TB - B - 1 LO W E R L E V E L RM . 1 4 / 1 5 SD V Q 9 3 0 5 4 . 0 5 5 . 0 9 5 . 0 2 7 7 / 1 1 , 2 , 3 , 4 , 5 , 6 , 7 SH E E T M E T A L P L A N : TA G MA X C F M DE S I G N S U P P L Y AI R F L O W 75 90 0 BO X M I N CF M 16 7 BO X M A X CF M 10 5 0 TB - B - 7 TB - B - 8 TB - B - 9 TB - B - 1 0 TB - B - 1 1 TB - B - 1 2 TB - B - 1 3 TB - B - 1 4 TB - B - 1 5 TB - B - 1 6 TB - B - 1 7 TB - B - 1 8 TB - B - 1 9 TB - 1 - 1 FI R S T F L O O R RM . 1 0 5 SD V Q TB - 1 - 2 TB - 1 - 3 TB - 1 - 4 TB - 1 - 5 TB - 1 - 6 TB - 1 - 7 TB - 1 - 8 TB - 1 - 9 TB - 1 - 1 0 TB - 1 - 1 1 TB - 1 - 1 2 TB - 1 - 1 3 TB - 1 - 1 4 TB - 1 - 1 5 TB - 3 - 1 TH I R D F L O O R RM . 3 0 3 SD V Q 8 1 6 0 2 . 0 5 5 . 0 9 5 . 0 2 7 7 / 1 63 0 1 3 2 8 0 0 TB - 3 - 2 TB - 3 - 3 TB - 3 - 4 TB - 3 - 5 TB - 3 - 6 TB - 3 - 7 TB - 3 - 8 TB - 3 - 9 TB - 3 - 1 0 NO T E S : 1. P R O V I D E W I T H T O G G L E S W I T C H D I S C O N N E C T O N V A V B O X . 2. P R O V I D E W I T H D I S C O N N E C T S W I T C H F O R E L E C T R I C R E H E A T C O I L . 3. P R O V I D E W I T H S T R A I G H T S I L E N C E R A N D OP T I O N A L A C C E S S D OO R W I T H S C R E W S . 4. P R O V I D E W I T H P R E S S U R E I N D E P E N D E N T C O N T R O L S . 5. P R O V I D E S T A G E D E L E C T R I C H E A T . 6. P R O V I D E W I T H R O U N D D I S C H A R G E C O L L A R W H E R E R E Q U I R E D . 7. P R O V I D E W I T H A F P M T E R M I N A L C A S I N G . UN I T D A T A TA G S E R V I C E M O D E L N E C K S I Z E MI N I M U M AI R F L O W PE R F O R M A N C E D A T A kW E . A . T . ( ° F ) L . A . T . ( ° F ) VO L T S / PH A S E RE M A R K S SH E E T M E T A L P L A N : TA G MA X C F M DE S I G N S U P P L Y AI R F L O W BO X M I N CF M BO X M A X CF M TB - 3 - 1 1 TH I R D F L O O R CO R R . / 3 2 8 / 3 2 9 SD V Q 27 7 / 1 TB - 3 - 1 2 TB - 3 - 1 3 TB - 3 - 1 4 TB - 3 - 1 5 TB - 3 - 1 6 TB - 3 - 1 7 TB - 3 - 1 8 TB - 3 - 1 9 TB - 3 - 2 0 TB - 4 - 1 FO U R T H F L O O R SH E L L SD V Q 1 2 5 7 0 7 . 5 5 5 . 0 9 5 . 0 4 6 0 / 3 15 9 0 3 0 4 2 1 0 0 TB - 4 - 2 TB - 4 - 3 TB - 4 - 4 TB - 4 - 5 TB - 4 - 6 TB - 4 - 7 TB - 4 - 8 TH I R D F L O O R RM . 3 0 3 TH I R D F L O O R RM . 3 4 7 TH I R D F L O O R RM . 3 3 4 TH I R D F L O O R CO R R . / 3 2 4 / 3 2 6 TH I R D F L O O R RM . 3 2 0 / 3 2 2 TH I R D F L O O R RM . 3 1 5 TH I R D F L O O R RM . 3 1 8 SD V Q SD V Q SD V Q SD V Q SD V Q SD V Q SD V Q SD V Q SD V Q FO U R T H F L O O R SH E L L SD V Q 1 2 7. 5 5 5 . 0 9 5 . 0 4 6 0 / 3 15 9 0 3 0 4 2 1 0 0 FO U R T H F L O O R SH E L L SD V Q 1 2 7. 5 5 5 . 0 9 5 . 0 4 6 0 / 3 15 9 0 3 0 4 2 1 0 0 FO U R T H F L O O R SH E L L SD V Q 1 2 7. 5 5 5 . 0 9 5 . 0 4 6 0 / 3 15 9 0 3 0 4 2 1 0 0 FO U R T H F L O O R SH E L L SD V Q 1 2 7. 5 5 5 . 0 9 5 . 0 15 9 0 3 0 4 2 1 0 0 FO U R T H F L O O R SH E L L SD V Q 1 2 7. 5 5 5 . 0 9 5 . 0 4 6 0 / 3 15 9 0 3 0 4 2 1 0 0 FO U R T H F L O O R SH E L L SD V Q 1 2 7. 5 5 5 . 0 9 5 . 0 4 6 0 / 3 15 8 5 3 0 4 2 1 0 0 FO U R T H F L O O R SH E L L SD V Q 1 2 7. 5 5 5 . 0 9 5 . 0 4 6 0 / 3 15 8 5 3 0 4 2 1 0 0 55 . 0 9 5 . 0 27 7 / 1 55 . 0 9 5 . 0 27 7 / 1 55 . 0 9 5 . 0 27 7 / 1 55 . 0 9 5 . 0 27 7 / 1 55 . 0 9 5 . 0 27 7 / 1 55 . 0 9 5 . 0 27 7 / 1 55 . 0 9 5 . 0 27 7 / 1 55 . 0 9 5 . 0 27 7 / 1 55 . 0 9 5 . 0 27 7 / 1 55 . 0 9 5 . 0 55 . 0 9 5 . 0 2 7 7 / 1 55 . 0 9 5 . 0 2 7 7 / 1 55 . 0 9 5 . 0 2 7 7 / 1 55 . 0 9 5 . 0 2 7 7 / 1 55 . 0 9 5 . 0 2 7 7 / 1 55 . 0 9 5 . 0 2 7 7 / 1 55 . 0 9 5 . 0 2 7 7 / 1 55 . 0 9 5 . 0 2 7 7 / 1 55 . 0 9 5 . 0 2 7 7 / 1 7 1 3 0 4 2 0 9 9 6 5 0 6 1 1 0 3 6 5 6 6 4 5 0 TH I R D F L O O R RM . 3 1 5 / 3 1 6 / 3 1 7 SD V Q 1. 5 2. 0 10 3 0 0 1 0 0 0 2 2 1 1 3 5 0 4 . 0 9 2 5 5 8 5 0 1 6 7 1 0 5 0 3 . 5 10 3 5 5 1 1 2 5 2 2 1 1 3 5 0 5 . 0 5 1 0 0 2 0 0 6 3 3 5 0 4 1 0 0 1 5 0 5 0 2 2 5 12 4 0 5 1 3 4 0 3 0 4 2 1 0 0 TH I R D F L O O R RM . 3 4 7 SD V Q TH I R D F L O O R RM . 3 4 7 SD V Q TH I R D F L O O R RM . 3 3 7 / 3 3 8 / 3 3 9 SD V Q TH I R D F L O O R RM . 3 4 0 / 3 4 1 / 3 4 2 SD V Q TH I R D F L O O R RM . 3 4 3 / 3 4 4 / 3 4 5 / 3 4 6 SD V Q TH I R D F L O O R CO R R . / 3 2 5 / 3 2 7 SD V Q TH I R D F L O O R CO R R . / 3 5 2 / 3 5 3 / 3 5 4 SD V Q TH I R D F L O O R RM . 3 1 5 / 3 1 9 / 3 2 1 / 3 2 3 SD V Q 5. 5 9 2 6 0 8 6 5 1 6 7 1 0 5 0 3 . 5 5 1 5 0 2 5 0 6 3 3 5 0 2 . 0 1. 5 1. 5 5 1 0 0 2 0 0 6 3 3 5 0 1 . 5 8 2 3 0 5 8 0 1 3 2 8 0 0 3 . 0 12 4 1 5 1 3 7 0 3 0 4 2 1 0 0 5 . 5 6 1 0 0 3 2 5 6 6 4 5 0 1 . 5 6 1 0 0 3 2 5 6 6 4 5 0 1 . 5 7 2 0 0 4 0 0 9 9 6 5 0 3 . 0 5 1 1 0 2 5 0 6 3 3 5 0 1 . 5 7 1 3 5 4 4 5 9 9 6 5 0 2 . 0 7 1 9 0 4 1 5 9 9 6 5 0 2 . 5 LO W E R L E V E L RM . 1 6 SD V Q 4 1. 0 5 5 . 0 9 5 . 0 2 7 7 / 1 50 2 2 5 10 5 1 5 0 LO W E R L E V E L RM . 2 5 / 2 5 A SD V Q 4 1. 5 5 5 . 0 9 5 . 0 2 7 7 / 1 50 2 2 5 70 1 5 5 LO W E R L E V E L RM . 0 0 4 SD V Q 4 1. 0 5 5 . 0 9 5 . 0 2 7 7 / 1 50 2 2 5 10 5 1 5 5 LO W E R L E V E L CO R R . / V E S T I B U L E SD V Q 4 1. 5 5 5 . 0 9 5 . 0 2 7 7 / 1 50 2 2 5 50 5 0 LO W E R L E V E L RM . 2 9 SD V Q 4 1. 0 5 5 . 0 9 5 . 0 2 7 7 / 1 50 2 2 5 55 . 0 9 5 . 0 4 6 0 / 3 55 . 0 9 5 . 0 4 6 0 / 3 55 . 0 9 5 . 0 4 6 0 / 3 55 . 0 9 5 . 0 2 7 7 / 1 55 . 0 9 5 . 0 2 7 7 / 1 55 . 0 9 5 . 0 4 6 0 / 3 55 . 0 9 5 . 0 4 6 0 / 3 55 . 0 9 5 . 0 2 7 7 / 1 55 . 0 9 5 . 0 2 7 7 / 1 55 . 0 9 5 . 0 2 7 7 / 1 55 . 0 9 5 . 0 2 7 7 / 1 55 . 0 9 5 . 0 2 7 7 / 1 55 . 0 9 5 . 0 2 7 7 / 1 66 6 4 5 0 SD V Q 3. 0 10 2 2 1 1 3 5 0 SD V Q 6. 5 10 2 2 1 1 3 5 0 SD V Q 6. 5 LO W E R L E V E L RM . 1 7 LO W E R L E V E L RM . 2 3 LO W E R L E V E L RM . 2 3 20 0 2 0 0 50 0 1 1 7 5 50 0 1 1 7 5 SD V Q 9 7 0 0 8 0 0 1 6 2 1 0 5 0 9 . 0 LO W E R L E V E L RM . 1 8 SD V Q 8 3 7 0 7 3 5 1 3 2 8 0 0 5 . 0 LO W E R L E V E L RM . C O R R / 0 0 6 / 0 0 7 LO W E R L E V E L RM . 2 1 SD V Q 9 4 4 0 6 . 0 87 5 1 6 2 1 0 5 0 LO W E R L E V E L RM . 2 1 SD V Q 9 4 4 0 6 . 0 87 5 1 6 2 1 0 5 0 LO W E R L E V E L RM . 1 9 SD V Q 8 5 5 0 5 5 0 1 3 2 8 0 0 7 . 0 LO W E R L E V E L RM . 0 0 3 SD V Q 1 2 3 8 0 5 . 0 12 5 5 3 0 4 2 1 0 0 2. 0 LO W E R L E V E L RM . 2 6 / 2 7 14 0 3 3 0 SD V Q 6 6 6 4 5 0 SD V Q 5 1 5 0 2 0 0 6 3 3 5 0 2 . 0 LO W E R L E V E L RM . 0 0 9 SD V Q 5 1 2 5 2 9 0 6 3 3 5 0 1 . 0 LO W E R L E V E L RM . 2 4 / 2 8 4. 0 SD V Q 1 0 3 0 0 1 0 0 0 2 2 1 1 3 5 0 LO W E R L E V E L RM . 0 1 2 55 . 0 9 5 . 0 2 7 7 / 1 55 . 0 9 5 . 0 4 6 0 / 3 55 . 0 9 5 . 0 4 6 0 / 3 55 . 0 9 5 . 0 2 7 7 / 1 55 . 0 9 5 . 0 2 7 7 / 1 55 . 0 9 5 . 0 2 7 7 / 1 55 . 0 9 5 . 0 2 7 7 / 1 55 . 0 9 5 . 0 2 7 7 / 1 55 . 0 9 5 . 0 2 7 7 / 1 55 . 0 9 5 . 0 2 7 7 / 1 55 . 0 9 5 . 0 2 7 7 / 1 55 . 0 9 5 . 0 2 7 7 / 1 55 . 0 9 5 . 0 4 6 0 / 3 FI R S T F L O O R RM . 1 0 3 SD V Q FI R S T F L O O R RM . 1 0 3 SD V Q FI R S T F L O O R SH O W R O O M / C O R R . SD V Q FI R S T F L O O R CO R R . / R E C . / 1 1 6 / 1 1 7 SD V Q FI R S T F L O O R RM . 1 1 4 SD V Q FI R S T F L O O R RM . 1 1 4 SD V Q FI R S T F L O O R CO R R . / 1 0 6 / 1 0 7 / 1 0 8 SD V Q FI R S T F L O O R RM . 1 1 0 SD V Q FI R S T F L O O R RM . 1 1 2 SD V Q SD V Q SD V Q SD V Q SD V Q FI R S T F L O O R CO R R . / R M . 1 1 2 12 5 8 5 7 . 5 19 4 0 3 0 4 2 1 0 0 12 4 0 0 5 . 5 13 2 0 3 0 4 2 1 0 0 55 . 0 9 5 . 0 2 7 7 / 1 SD V Q 1 2 4 0 5 5 . 5 13 5 5 3 0 4 2 1 0 0 12 4 0 0 5 . 5 13 2 0 3 0 4 2 1 0 0 10 3 4 0 1 1 3 5 2 2 1 1 3 5 0 4 . 5 10 3 4 0 1 1 3 5 2 2 1 1 3 5 0 4 . 5 10 2 9 5 9 8 5 2 2 1 1 3 5 0 4 . 0 46 0 5 1 0 7 2. 5 17 5 3 5 5 66 6 4 5 0 10 2 2 1 1 3 5 0 5 . 0 38 5 1 0 1 0 14 4 3 9 3 0 0 0 8 . 0 59 5 1 9 8 0 14 4 3 9 3 0 0 0 8 . 0 59 5 1 9 8 0 12 4 3 0 5 . 5 13 6 0 3 0 4 2 1 0 0 12 4 3 0 5 . 5 13 6 0 3 0 4 2 1 0 0 4. 5 10 3 5 0 1 1 0 0 2 2 1 1 3 5 0 TB - 2 - 1 TB - 2 - 2 TB - 2 - 3 TB - 2 - 4 TB - 2 - 5 TB - 2 - 6 TB - 2 - 7 TB - 2 - 8 TB - 2 - 9 TB - 2 - 1 0 TB - 2 - 1 1 TB - 2 - 1 2 TB - 2 - 1 3 TB - 2 - 1 4 TB - 2 - 1 5 TB - 2 - 1 6 TB - 2 - 1 7 SE C O N D F L O O R CO R R . / R M . 2 0 9 / 2 1 0 / 2 1 1 SD V Q 55 . 0 9 5 . 0 2 7 7 / 1 6. 0 55 . 0 9 5 . 0 2 7 7 / 1 2. 0 55 . 0 9 5 . 0 2 7 7 / 1 2. 0 55 . 0 9 5 . 0 2 7 7 / 1 2. 0 55 . 0 9 5 . 0 2 7 7 / 1 2. 0 55 . 0 9 5 . 0 2 7 7 / 1 2. 0 55 . 0 9 5 . 0 2 7 7 / 1 2. 5 55 . 0 9 5 . 0 2 7 7 / 1 4. 0 55 . 0 9 5 . 0 2 7 7 / 1 3. 5 55 . 0 9 5 . 0 2 7 7 / 1 2. 0 55 . 0 9 5 . 0 2 7 7 / 1 2. 5 55 . 0 9 5 . 0 2 7 7 / 1 2. 5 55 . 0 9 5 . 0 2 7 7 / 1 2. 5 55 . 0 9 5 . 0 2 7 7 / 1 4. 0 55 . 0 9 5 . 0 2 7 7 / 1 3. 0 55 . 0 9 5 . 0 2 7 7 / 1 1. 5 SE C O N D F L O O R SO U T H C O R R . SD V Q 1 0 0 2 5 0 66 6 4 5 0 SE C O N D F L O O R CO R R . SD V Q 1 4 5 2 7 5 66 6 4 5 0 8 4 6 5 6 4 5 1 3 2 8 0 0 SE C O N D F L O O R RM . 2 2 1 SD V Q 6 2 0 0 4 0 5 SE C O N D F L O O R RM . 2 1 6 SD V Q 8 1 8 5 6 1 5 1 3 2 8 0 0 SE C O N D F L O O R RM . 2 1 6 SD V Q 8 1 8 5 6 1 5 1 3 2 8 0 0 SD V Q 1 5 0 4 9 0 79 9 6 5 0 SD V Q 1 4 0 4 6 5 79 9 6 5 0 SD V Q 1 4 0 4 5 5 79 9 6 5 0 SD V Q 1 5 0 4 9 0 79 9 6 5 0 SD V Q 1 6 0 5 2 5 79 9 6 5 0 SD V Q 1 7 5 5 6 0 79 9 6 5 0 SE C O N D F L O O R RM . 2 1 5 SE C O N D F L O O R RM . 2 1 5 SE C O N D F L O O R RM . 2 2 0 SE C O N D F L O O R RM . 2 0 5 SE C O N D F L O O R RM . 2 0 6 SE C O N D F L O O R RM . 2 0 7 15 0 4 5 0 SD V Q 7 SE C O N D F L O O R AT R I U M SD V Q 1 0 3 1 0 1 0 3 5 2 2 1 1 3 5 0 SE C O N D F L O O R RM . 2 1 8 SD V Q 9 3 0 0 9 6 0 1 6 7 1 0 5 0 SD V Q 9 2 5 0 8 2 0 1 6 7 1 0 5 0 SD V Q 9 2 3 5 8 8 0 1 6 7 1 0 5 0 SE C O N D F L O O R RM . 2 1 9 SE C O N D F L O O R RM . 2 1 3 SE C O N D F L O O R RM . 2 1 4 FI R S T F L O O R RM . 1 1 2 FI R S T F L O O R RM . 1 1 2 FI R S T F L O O R RM . 1 1 2 FI R S T F L O O R RM . 1 1 2 TH I R D F L O O R RM . 3 4 7 TH I R D F L O O R RM . 3 4 7 TB - 3 - 2 1 27 7 / 1 55 . 0 9 5 . 0 8 2 0 0 5 9 5 1 3 2 8 0 0 TH I R D F L O O R RM . C O R R / 3 0 7 / 3 0 8 / 3 0 9 / 3 1 0 SD V Q 2. 5 TB - 3 - 2 2 27 7 / 1 55 . 0 9 5 . 0 4 5 0 1 1 0 6 3 3 5 0 TH I R D F L O O R RM . 3 0 6 SD V Q 1. 0 TB - 3 - 2 3 46 0 / 3 55 . 0 9 5 . 0 7 5 0 0 5 0 0 9 9 6 5 0 TH I R D F L O O R W C O R R / 3 1 2 / 3 1 3 / 3 1 4 SD V Q 6. 5 57 0 57 0 57 0 57 0 57 0 57 0 57 0 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 1, 2 , 3 , 4 , 5 , 6 , 7 55 . 0 9 5 . 0 2 7 7 / 1 1. 5 99 6 5 0 1, 2 , 3 , 4 , 5 , 6 , 7 66 4 5 0 FO U R T H F L O O R SH E L L FO U R T H F L O O R SH E L L 46 0 / 3 1 , 2 , 3 , 4 , 5 , 6 , 7 99 6 5 0 5 5 . 0 9 5 . 0 2 7 7 / 1 6. 0 1 , 2 , 3 , 4 , 5 , 6 , 7 # S T A G E S # S T A G E S ST A G E D E L E C T R I C H E A T I N G C O I L EQ U I P M E N T B A S E D O N P R I C E U N L E S S N O T E D O T H E R W I S E TE R M I N A L B O X S C H E D U L E 3 2 2 3 3 3 3 3 3 2 2 3 2 3 2 2 3 2 2 3 3 3 3 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 3 2 3 3 3 3 3 3 3 3 3 2 3 3 3 3 3 3 2 2 2 2 3 3 3 2 2 3 2 3 3 2 3 2 3 3 3 3 3 3 3 3 3 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 3 : 1 6 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t M602HVAC SCHEDULESDelta Faucet Headquarters ExpansionK. SHELLENBARGERM. MUIR10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner ReviewNo. Date Description FD FD FD FD FD FD FD FD FD FD FD FD M FD FD FD FD FDM FD FD FD FD FD FD FD FD 4T H F L O O R RO O F 3R D F L O O R 2N D F L O O R 1S T F L O O R LO W E R L E V E L GRADE SS RT U - 2 SE R V E S 1 S T & 2 N D FL O O R - N O R T H 4TH FLOORROOF 3RD FLOOR 2ND FLOOR 1ST FLOOR LOWER LEVEL GR I N D E R (T Y P . 8 ) CL E A N I N G R O O M EX H A U S T @ 5 0 0 c f m MECHANICAL ROOMDEMAND CONTROL KITCHEN HOODKITCHEN MAKE-UP AIR UNIT (BY KITCHEN CONSULTANT) LI F E C Y C L E EX H A U S T G R I L L E ( T Y P . 5 ) (T O T A L 1 6 0 0 C F M ) SH O W R O O M DE D I C A T E D A R E A FO R S H O W E R UN I T S 90 0 C F M FU M E HO O D SS SU P P L Y A N D R E T U R N D U C T IN 2 - H R S H A F T ( T Y P I C A L ) SU P P L Y A N D R E T U R N D U C T IN 2 - H R S H A F T ( T Y P I C A L ) RT U - 4 SE R V E S 4 T H FL O O R RT U - 3 SE R V E S 1 S T & 2 N D FL O O R - S O U T H RT U - 1 SE R V E S L O W E R LE V E L & 3 R D FL O O R 2N D F L O O R C O N N E C T O R 1S T F L O O R C O N N E C T O R LO W E R L E V E L C O N N E C T O R SSSS SU P P L Y A N D R E T U R N D U C T IN 2 - H R S H A F T ( T Y P I C A L ) SU P P L Y A N D R E T U R N D U C T IN 2 - H R S H A F T ( T Y P I C A L ) TOILET EXHAUST DUCT IN 2-HR DEDICATED SHAFT (TYPICAL) TO I L E T E X H A U S T D U C T IN 2 - H R S H A F T (T Y P I C A L ) SS KITCHEN EXHAUST FAN (BY KITCHEN CONSULTANT)KITCHEN MAKE-UP AIR AND EXHAUST DUCTS IN 2-HR DEDICATED SHAFT KI T C H E N M A K E - U P AI R A N D E X H A U S T DU C T S I N 2 - H R S H A F T DUST COLLECTOR & FILTER GR A D E 3D PRINTING ROOM EXHAUST FAN EF-1 (500 CFM) BL A S T G A T E W I T H 4 " D U C T C O N N E C T I O N TO G R I N D I N G E Q U I P M E N T ( T Y P . 8 ) KITCHEN MAKE-UP AIR (CONFIRM AIRFLOW WITH KITCHEN CONSULTANT)GRINDER ROOM EXHAUST FAN EF-2 (300 CFM) CL E A N - O U T S RE Q U I R E D A T EA C H F L O O R FI R E D A M P E R (T Y P I C A L ) KITCHEN EXHAUST DUCT IN 2-HR SHAFT (TYPICAL) EX H A U S T F A N (C L E A N I N G R O O M ) EF - 4 TY P I C A L Z O N E CO N T R O L LA B E X H A U S T F A N EF - 6 AI R C O O L E D C O N D E N S E R F O R KI T C H E N R E F R I G E R A T O R B Y O T H E R S (S H O W N F O R C O O R D I N A T I O N O N L Y ) PR O C E S S C H I L L E R F O R L A B WA T E R S Y S T E M ( S I Z E - T B D ) LA B E X H A U S T DU C T I N 2 - H R SH A F T CO N N E C T O R C O R R I D O R TO E X I S T I N G B U I L D I N G SC R E E N W A L L TO I L E T E X H A U S T F A N TOILET EXHAUST FAN TY P I C A L V A V T E R M I N A L U N I T WI T H E L E C T R I C R E H E A T ( R E F E R TO P L A N S F O R L O C A T I O N S ) SP L I T S Y S T E M OU T D O O R U N I T S SP L I T S Y S T E M F O R A V R O O M (R E F E R T O P L A N S ) VA R I A B L E RE F R I G E R A N T F L O W OU T D O O R U N I T SP L I T S Y S T E M F O R EL E C / M E C H & S U P P L Y R O O M (R E F E R T O P L A N S ) LA B E X H A U S T F A N EF - 5 GENERAL EXHAUST FAN EF-3 (1000 CFM)BATHING EXPERIENCE EXHAUST FANFUTUREEF-8 EF - 7 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 3 : 2 3 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t M701RISER DIAGRAMDelta Faucet Headquarters ExpansionK. SHELLENBARGERB. JOHNSON10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review NT S 1 ME C H A N I C A L R I SE R D I A G R A M No. Date Description *N U M B E R O F H E A T I N G S T A G E S / S T E P S VA R I E S P E R V A V B O X . C O N F I R M E X A C T NU M B E R W I T H M A N U F A C T U R E R AO - M O D U L A T I N G H E A T DO - HEATING STAGE 1 DO - HEATING STAGE 2 DO - HEATING STAGE 3 DO - HEATING STAGE X DO - C O O L I N G S T A G E 1 DO - C O O L I N G S T A G E 2 DO - C O O L I N G S T A G E 3 DO - C O O L I N G S T A G E 4 DO - C O O L I N G S T A G E 5 DO - C O O L I N G S T A G E 6 RT U - 1 C O N T R O L D I A G R A M APT YY-01 SM K XX - 0 2 FL T R XX - 0 1 D XX - 0 1 SF XX - 0 1 SM K XX - 0 1 VF D XX - 0 1 C XX - 0 3 TT XX - 0 1 PS XX - 0 1 FE YY-01EC YY-01 CE DA YY-01TOSPACE TERMINAL BOX CONTROLLER OU T D O O R A I R TE M P E R A T U R E SE N S O R TT 00 - 0 1 TT YY-01 C XX - 0 1 F XX - 0 1 OP E R A T I N G P A R A M E T E R S FU N C T I O N SP A C E T E M P E R A T U R E NO M I N A L S U P P L Y D U C T P R E S S U R E MI X I N G B O X P R E S S U R E SP A C E D I F F E R E N T I A L P R E S S U R E SU P P L Y A I R T E M P E R A T U R E FR E E Z E S T A T FI L T E R A L A R M HI G H S T A T I C A L A R M SE T P O I N T 70 F H E A T I N G , 7 5 F C O O L I N G 2. 0 0 I N W G -0 . 1 5 I N W G 0. 0 3 I N W G 60 F H E A T I N G , 5 5 F C O O L I N G , + / - 2 F 40 F 0. 5 I N W G 3 I N W G RE M A R K S GL O B A L A D J U S T A B L E AD J U S T A B L E AD J U S T A B L E AD J U S T A B L E AD J U S T A B L E AD J U S T A B L E AD J U S T A B L E DE V I C E L I S T DE V I C E C- X X - 0 3 DP S - X X - 0 1 PS - X X - 0 1 SM K - X X - 0 1 SM K - X X - 0 2 AP T - Y Y - 0 1 FE - Y Y - 0 1 TT - 0 0 - 0 1 TT - X X - 0 1 TT - Y Y - 0 1 C- X X - 0 1 DA - X X - 0 1 DA - X X - 0 2 DA - Y Y - 0 1 VF D - X X - 0 1 DE S C R I P T I O N SU P P L Y F A N P O W E R FI L T E R D I F F E R E N T I A L P R E S S U R E S W I T C H SU P P L Y F A N D I S C H A R G E P R E S S U R E S W I T C H SU P P L Y S M O K E D E T E C T O R RE T U R N S M O K E D E T E C T O R VA V B O X A C T U A T O R P O S I T I O N S VA V B O X F L O W S E N S I N G E L E M E N T OU T D O O R A I R T E M P E R A T U R E SU P P L Y A I R T E M P E R A T U R E SP A C E A I R T E M P E R A T U R E S SU P P L Y F A N E N A B L E OU T D O O R A I R D A M P E R A C T U A T O R MI X E D A I R D A M P E R A C T U A T O R VA V B O X D A M P E R A C T U A T O R SU P P L Y F A N V A R I A B L E F R E Q U E N C Y D R I V E XX = A I R H A N D L E R # YY = V A V B O X # + # O F A I R H A N D L E R S RE M A R K S ON / O F F FU R N I S H E D B Y E L E C T R I C A L FU R N I S H E D B Y E L E C T R I C A L 0 T O 1 0 0 % 1. 5 X M A X I M U M C F M -3 0 T O 1 3 0 F 40 T O 1 4 0 F 50 T O 9 0 F ON / O F F MO D U L A T I N G MO D U L A T I N G MO D U L A T I N G MO D U L A T I N G I/ O DI DI DI DI DI AI AI AI AI AI DO AO AO AO AO DP S XX - 0 1 AD XX - 0 1 DA XX - 0 1 DA XX - 0 2 AD XX - 0 2 FL T R XX - 0 2 DA XX - 0 3 AD XX - 0 3 TS L XX - 0 1 DP S XX - 0 2 DP S - X X - 0 2 F I L T E R D I F F E R E N T I A L P R E S S U R E S W I T C H DI DA - X X - 0 3 E X H A U S T A I R D A M P E R A C T U A T O R M O D U L A T I N G A O VF D - X X - 0 2 R E T U R N F A N V A R I A B L E F R E Q U E N C Y D R I V E M O D U L A T I N G A O VF D XX - 0 2 C XX - 0 4 C XX - 0 2 C- X X - 0 2 R E T U R N F A N P O W E R O N / O F F D I C- X X - 0 4 R E T U R N F A N E N A B L E O N / O F F D O RF XX - 0 1 ------ TS L - X X - 0 1 L O W L I M I T T E M P E R A T U R E S W I T C H - D I AD J U S T A B L E HL T AI - O A A I R F L O W OA AI - M I X E D A I R T E M P AI - R E T U R N A I R T E M P M M AO - M I X E D A I R D A M P E R S RA HL DI - R E T U R N A I R S M O K E D E T E C T O R M DO - R E T U R N F A N S T A R T / S T O P DI - R E T U R N F A N S T A T U S AO - R E T U R N F A N V F D S P E E D DI - R E T U R N F A N V F D F A U L T CT VF D EA AI - S U P P L Y A I R T E M P DI - H I G H S T A T I C S H U T D O W N M CT VF D DO - S U P P L Y F A N S T A R T / S T O P DI - S U P P L Y F A N S T A T U S AO - S U P P L Y F A N V F D S P E E D DI - S U P P L Y F A N V F D F A U L T DX GA S AI - O A F I L T E R D I F F E R E N T I A L P R E S S U R E AI - M I X E D A I R D I F F E R E N T I A L P R E S S U R E LO C A T E ¾ D I S T A N C E DO W N L O N G E S T D U C T H L AI - S U P P L Y A I R S T A T I C P R E S S U R E SA M T SF RF N. C . N. O . N. C . HL H AI - O A A I R H U M I D I T Y ELECTRIC H AI - O A A I R H U M I D I T Y TE R M I N A L B O X S C H E M A T I C No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 3 : 2 6 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t M801RTU-1 CONTROL DIAGRAMDelta Faucet Headquarters ExpansionK. SHELLENBARGERM. MUIR10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review NT S 1 RT U - 1 C O N T R O L D I A G R A M No. Date Description SE T P O I N T S ( A L L A D J U S T A B L E ) RO O M T E M P E R A T U R E 7 0 ° F H E A T I N G 7 5 ° F C O O LI N G SU P P L Y A I R T E M P E R A T U R E 5 5 ° F M I N I M U M C O O L I N G SU P P L Y F A N V F D S P E E D 6 0 % M I N I M U M 1 0 0 % M A X I M UM HI G H S P A C E T E M P E R A T U R E A L A R M 8 5 ° F LO W S P A C E T E M P E R A T U R E A L A R M 6 0 ° F EC O N O M I Z E R D R Y B U L B L I M I T 6 5 ° F EC O N O M I Z E R I N D O O R H U M I D I T Y L I M I T >50 % R H I N D O O R LO W A M B I E N T T E M P E R A T U R E 3 5 ° F , 2 ° F D I F F LO W M I X E D A I R T E M P E R A T U R E 4 0 ° F CO O L I N G M O D E : I N C O O L I N G O P E R A T I O N , T H E D X C O I L S S H A L L B E C O N T R O L L E D T O M A I N T A I N S U P P L Y A I R S E T P O I N T P L U S / M I N U S 2 ° F . T H E D X S T A G E S W I L L B E ' O F F ' W H E N T H E O U T S I D E A I R TE M P E R A T U R E I S B E L O W 5 5 ° F ( A D J . ) O R T H E F A N I S P R O V E N T O B E ' O FF " . T H E S T A G I N G A L G O R I T H M I S D E F I N E D I N T H E T A B L E B E L O W . D E A D B A N DS S H O U L D F O L L O W MA N U F A C T U R E R ' S R E C O M M E N D A T I O N S . I F I N F O R M A T I O N I S N O T A V A I L A B L E , T H E G U I D E L I N E S I N T H E T A B L E B E L O W S H A L L B E U S E D . IN C R E M E N T S T A G E DE C R E M E N T S T A G E NO S T A G I N G NU M B E R O F S T A G E S D I S C H A R G E A I R T E M P . D E A D B A N D +1 ° F , - 1 ° F ( A D J . ) +1 ° F , - 1 ° F ( A D J . ) +0 . 5 ° F , - 0 . 5 ° F ( A D J . ) EC O N O M I Z E R : TH E C O N T R O L L E R S H A L L M E A S U R E T H E M I X E D A I R T E M P E R A T U R E A N D M O D U L A T E T H E E C O N O M I Z E R D A M P E R S I N S E Q U E N C E T O M A I N T A I N A S E T P O I N T 2 °F ( A D J . ) L E S S T H A N T H E S U P P L Y AI R T E M P E R A T U R E S E T P O I N T . T H E O U T S I D E A I R D A M P E R S S H A L L M A I N T A I N A M I N I M U M A D J U ST A B L E A I R F L O W R A T E W H E N E V E R O C C U P I E D . TH E E C O N O M I Z E R S H A L L B E E N A B L E D W H E N E V E R : • O U T S I D E A I R T E M P E R A T U R E I S L E S S T H A N 6 5 ° F ( A D J . ) . • A N D T H E O U T S I D E A I R E N T H A L P Y I S L E S S T H A N 2 2 B T U / L B ( A D J . ) • A N D T H E O U T S I D E A I R T E M P E R A T U R E I S L E S S T H A N T H E R E T U R N A I R T E M P E R A T U R E . • A N D T H E O U T S I D E A I R E N T H A L P Y I S L E S S T H A N T H E R E T U R N A I R E N T H A L P Y . • A N D T H E S U P P L Y F A N S T A T U S I S O N . TH E E C O N O M I Z E R S H A L L C L O S E W H E N E V E R : • M I X E D A I R T E M P E R A T U R E D R O P S T O 4 0 ° F ( A D J . ) • O R T H E F R E E Z E S T A T ( I F P R E S E N T ) I S T R I P P E D . • O R O N L O S S O F S U P P L Y F A N S T A T U S . TH E O U T S I D E A N D E X H A U S T A I R D A M P E R S S H A L L C L O S E A N D T H E RE T U R N A I R D A M P E R S H A L L O P E N W H E N T H E U N I T I S O F F . MI N I M U M O U T S I D E A I R V E N T I L AT I O N - F I X E D P E R C E N T A G E : TH E O U T S I D E A I R D A M P E R S S H A L L M A I N T A I N A M I NI M U M A D J U S T A B L E A I R F L O W R A T E D U R I N G B U I L D I NG O C C U P I E D H O U R S A N D B E C L O S E D D U R I N G U N OC C U P I E D H O U R S . OU T D O O R A I R F I L T E R D I F F E R E N T I A L P R E S S U R E M O N I T O R : TH E C O N T R O L L E R S H A L L M O N I T O R T H E D I F F E R E N T I A L P R E S S U R E A C R O S S T H E F I L T E R . AL A R M S S H A L L B E P R O V I D E D A S F O L L O W S : • F I L T E R C H A N G E R E Q U I R E D : F I L T E R D I F F E R E N T I A L P R E S S U R E E X C E E D S A U S E R D E F I N A B L E L I M I T ( A D J . ) . MI X E D A I R F I L T E R D I F F E R E NT I A L P R E S S U R E M O N I T O R : TH E C O N T R O L L E R S H A L L M O N I T O R T H E D I F F E R E N T I A L P R E S S U R E A C R O S S T H E F I L T E R . AL A R M S S H A L L B E P R O V I D E D A S F O L L O W S : • F I L T E R C H A N G E R E Q U I R E D : F I L T E R D I F F E R E N T I A L P R E S S U R E E X C E E D S A U S E R D E F I N A B L E L I M I T ( A D J . ) . MI X E D A I R T E M P E R A T U R E : TH E C O N T R O L L E R S H A L L M O N I T O R T H E M I XE D A I R T E M P E R A T U R E A N D U S E A S R E Q U I R E D F O R E C O N OM I Z E R C O N T R O L ( I F P R E S E N T ) O R P R E H E A T I N G C O NT R O L ( I F P R E S E N T ) . AL A R M S S H A L L B E P R O V I D E D A S F O L L O W S : • H I G H M I X E D A I R T E M P : I F T H E M I X E D A I R T E M P E R A T U R E I S G R E A T E R T H A N 9 0 ° F ( A D J . ) . • L O W M I X E D A I R T E M P : I F T H E M I X E D A I R T E M P E R A T U R E I S L E S S T H A N 4 0 ° F ( A D J . ) . AL A R M S S H A L L B E P R O V I D E D A S F O L L O W S : • H I G H R E T U R N A I R H U M I D I T Y : I F T H E R E T U R N A I R H U M I D I T Y I S G R E A T E R T H A N 7 0 % ( A D J . ) . RE T U R N A I R T E M P E R A T U R E : TH E C O N T R O L L E R S H A L L M O N I T O R T H E R E TU R N A I R T E M P E R A T U R E A N D U S E A S R E QU I R E D F O R E C O N O M I Z E R C O N T R O L . AL A R M S : SE N S O R F A I L A L A R M : A N A L A R M S H A L L B E S E N T U P O N D E T E C T I O N O F A F A I L E D T E M P E R A T U R E S E N S O R . T H I S A L A R M W I L L B E D I S P L A Y E D O N T H E B U IL D I N G G R A P H I C S . SU P P L Y F A N A L A R M : A N A L A R M S H A L L B E S E N T I F T H E F A N S A R E C O M M A ND E D T O O P E R A T E A N D S T A T U S I S N O T PR O V E N O R I F T H E F A N I S C O M M A N DE D T O S T O P A N D S T A T U S RE M A I N S P R O V E N F O R 2 M I N U T E S . T H I S A L A R M W I LL B E D I S P L A Y E D O N T H E B U I L D I N G G R A P H I C S . SP A C E T E M P E R A T U R E A L A R M : A N A L A R M S H A L L B E S E N T I F T H E R O O M T E M P ER A T U R E I S A B O V E T H E H I G H S P A C E T E M P E R A T U R E A L A R M S E T P O I N T O R B EL O W T H E L O W S P A C E TE M P E R A T U R E A L A R M S E T P O I N T F O R M O R E T H A N 1 0 M I N U T E S . T H I S A L A R M W I LL B E D I S P L A Y E D O N T H E B U I L D I N G GR A P H I C S A N D W I L L B E S E N T T O TH E E A M C . ME C H A N I C A L C O O L I N G F A I L U R E A L A R M : A N A L A R M S H A L L B E S E N T I F T H E R E I S A C A L L F O R C O O L I N G A N D T H E D I S C H A R G E A I R T E M P E R A T U R E I S A B OV E 7 0 ° F F O R M O R E T H A N 1 0 MI N U T E S . T H I S A L A R M W I L L B E D I S P L A Y E D O N T H E B U I L D I N G G R A P H I C S . LO W T E M P E R A T U R E D E T E C T I O N A L A R M : A N A L A R M S H A L L B E S E N T I F T H E M I X E D A I R T E M P E R A T U R E I S B E L O W 4 0 ° F . T H I S A L A R M W I L L B E D I S P L A Y E D O N T H E B U I L D I N G G R A P H I C S . RU N C O N D I T I O N S - S C H E D U L E D : TH E U N I T S H A L L R U N B A S E D U P O N A N A D J U S T A B L E O P E R A T O R S C H E D U L E A N D S H A L L M A I N T A I N : HI G H S T A T I C S H U T D O W N : T H E U N I T S H A L L S H U T D O W N A N D G E N E R A T E A N A L A R M U P O N R E C E I V I N G A H I G H S T A T I C S H U T D O W N S I G N A L . RE T U R N A I R S M O K E D E T E C T I O N : T H E U N I T S H A L L S H U T D O W N A N D G E N E R A T E A N A L A R M U P O N R E C E I V I N G A R E T U R N A I R S M O K E D E T E C T O R S T A T U S O F A L A R M S Y S T E M . SU P P L Y A I R S M O K E D E T E C T I O N : T H E U N I T S H A L L S H U T D O W N A N D G E N E R A T E A N A L A R M UP O N R E C E I V I N G A S U P P L Y A I R S M O K E D E T E C T O R S T A T U S O F A L A R M S Y S T E M . SU P P L Y F A N : T H E S U P P L Y F A N S H A L L R U N A N Y T I M E T H E U N I T I S C O M M A ND E D T O R U N , U N L E S S S H U T D O W N O N S A F E T I E S . T O P R E V E N T S H O R T C Y C L I N G, T H E S U P P L Y F A N S S H A L L H A V E A US E R D E F I N A B L E ( A D J . ) M I N I M U M R U N T I M E . AL A R M S S H A L L B E P R O V I D E D A S F O L L O W S : • S U P P L Y F A N F A I L U R E : C O M M A ND E D O N , B U T T H E S T A T U S I S O F F . • S U P P L Y F A N I N H A N D : C O M M A N D E D O F F , B U T T H E S T A T U S I S O N . • S U P P L Y F A N R U N T I M E E X C E E DE D : S T A T U S R U N T I M E E X C E E D S A US E R D E F I N A B L E L I M I T ( A D J . ) . SU P P L Y A I R D U C T S T A T I C P R E S S U R E C O N T R O L : TH E C O N T R O L L E R S H A L L M E A S U R E D U C T S T A T I C P R E S S U R E A N D S H A L L M O D U L A T E T H E S U P P L Y F A N V F D S P E E D T O M A I N T A I N A D U C T S T A T I C P R E S S U R E S E T P O I N T O F 2 . 0 " H 2 O ( A D J . ) . TH E S U P P L Y F A N V F D S P E E D S H A L L N O T D R O P B E L O W 3 0 % ( A D J . ) . AL A R M S S H A L L B E P R O V I D E D A S F O L L O W S : • H I G H S U P P L Y A I R S T A T I C P R E S S U R E : I F T H E S U P P L Y A I R S T A T I C P R E S S U R E I S 2 5 % ( A D J . ) G R E A T E R T H A N S E T P O I N T . • L O W S U P P L Y A I R S T A T I C P R E S S U R E : I F T H E S U P P L Y A I R S T A T I C P R E S S U R E I S 2 5 % ( A D J . ) L E S S T H A N S E T P O I N T . • S U P P L Y F A N V F D F A U L T . RE T U R N F A N : TH E R E T U R N F A N S H A L L R U N W H E N E V E R T H E S U P P L Y F A N R U N S . AL A R M S S H A L L B E P R O V I D E D A S F O L L O W S : • R E T U R N F A N F A I L U R E : C O M M A ND E D O N , B U T T H E S T A T U S I S O F F . • R E T U R N F A N I N H A N D : C O M M A ND E D O F F , B U T T H E S T A T U S I S O N . • R E T U R N F A N R U N T I M E E X C E E D E D : S T A T U S R UN T I M E E X C E E D S A U S E R D E F I N A B L E L I M I T ( A D J . ) . • R E T U R N F A N V F D F A U L T . RE T U R N A I R F L O W : TH E R E T U R N F A N V F D S H A L L M O D U L A T E I N U N I S O N W I T H T H E S U P P L Y F A N VF D . R E T U R N A I R F L O W S E T P O I N T S H A L L B E 1 0 0 % ( A D J . ) O F T H E S U P P L Y A I R F L O W M I N U S A S E T D I F F E R E N T I A L T O MA I N T A I N T H E B U I L D I N G A T 0 . 0 3 " . T H E R E T U R N FA N V F D S P E E D S H A L L N O T D R O P B E L O W 2 0 % ( A D J . ) . SU P P L Y A I R T E M P E R A T U R E S E T P O I N T - F I X E D : TH E C O N T R O L L E R S H A L L M O N I T O R T H E S U P P L Y A I R TE M P E R A T U R E A N D S H A L L M A I N T A I N F I X E D S U P P LY A I R T E M P E R A T U R E S E T P O I N T S A S F O L L O W S : • C O O L I N G : T H E S E T P O I N T S H A L L B E 5 5 ° F ( A D J . ) . • H E A T I N G : T H E S E T P O I N T S H A L L B E 6 0 ° F ( A D J . ) W H E N E V ER T H E R E T U R N A I R T E M P E R A T U R E D R O P S B E L O W 6 5 ° F ( A D J . ) . CO O L I N G S T A G E S : TH E C O N T R O L L E R S H A L L M E A S U R E T H E S U P P L Y A I R TE M P E R A T U R E A N D S T A G E T H E C O O L I N G T O M A I N T A I N I T S C O O L I N G S E T P O I N T . T O P R E V E N T S H O R T C Y C L I N G , T H E R E S H A L L B E A US E R D E F I N A B L E ( A D J . ) D E L A Y B E T W E E N S T A G E S , A N D E A C H S T A G E S H A L L H A V E A U S E R D E F I N A B L E ( A D J . ) M I N I M U M R U N T I M E . TH E C O O L I N G S H A L L B E E N A B L E D W H E N E V E R : • O U T S I D E A I R T E M P E R A T U R E IS G R E A T E R T H A N 6 0 ° F ( A D J . ) . • A N D T H E E C O N O M I Z E R I S D I S A B L E D O R F U L L Y O P E N . • A N D T H E S U P P L Y F A N S T A T U S I S O N . • A N D T H E H E A T I N G I S N O T A C T I V E . AL A R M S S H A L L B E P R O V I D E D A S F O L L O W S : • H I G H S U P P L Y A I R T E M P : I F T H E S U P P L Y A I R TE M P E R A T U R E I S 2 0 ° F ( A D J . ) G R E A T E R T H A N S E T P O I N T GA S H E A T I N G ( M O D U L A T I N G ) : TH E C O N T R O L L E R S H A L L M E A S U R E T H E S U P P L Y AI R T E M P E R A T U R E A N D M O D U L A T E T H E H E A T I N G T O M A I N T A I N I T S H E A T I N G S E T P O I N T . TH E H E A T I N G S H A L L B E E N A B L E D W H E N E V E R : • O U T S I D E A I R T E M P E R A T U R E I S L E S S T H A N 5 5 ° F ( A D J . ) . • A N D T H E S U P P L Y F A N S T A T U S I S O N . • A N D T H E C O O L I N G I S N O T A C T I V E . TH E H E A T I N G S T A G E S S H A L L R U N F O R F R E E Z E P R O T E C T I O N W H E N E V E R : • S U P P L Y A I R T E M P E R A T U R E D R O P S F R O M T O 4 0 ° F ( A D J . ) . • A N D T H E S U P P L Y F A N S T A T U S I S O N . AL A R M S S H A L L B E P R O V I D E D A S F O L L O W S : • L O W S U P P L Y A I R T E M P : I F T H E S U P P L Y A I R TE M P E R A T U R E I S 5 ° F ( A D J . ) L E S S T H A N S E T P O I N T . AB O V E S E T P O I N T + / - D E A D B A N D BE L O W S E T P O I N T + / - D E A D B A N D ( A D J . ) AT S E T P O I N T + / - D E A D B A N D 5 M I N ( A D J . ) 5 M I N ( A D J . ) 1 2 4 +0 . 5 ° F , - 0 . 5 ° F ( A D J . ) 6 1. T H E T E M P E R A T U R E C O N T R O L C O N T R A C T OR SHALL BE RESPONSIBLE FOR ALL PR O G R A M M I N G , C O N T R O L / I N T E R F A C E P A N E L S , P R O C E S S I N G U N I T S , CO N T R O L L E R S , D E V I C E S , R E L A Y S , C O N D U I T , W I R I N G , C O R I N G A N D P A T C H I N G (A S S O C I A T E D W I T H T E M P E R A T U R E C O N T R O L W O R K ) F O R A C O M P L E T E C O N T R O L SY S T E M . I N C L U D E A L L I N T E R L O C K W I R I N G B E T W E E N I N D O O R U N I T S A N D CO N D E N S I N G U N I T S . TE M P E R A T U R E C O N T R O L N O T E S SE Q U E N C E O F O P E R A T I O N - R O O F T O P U N I T ( R T U - 1 ) SE Q U E N C E O F O P E R A T I O N - R O O F T O P U N I T ( R T U - 1 ) C O N T I N U E D MO D E OC C U P I E D UN O C C U P I E D HO U R S ( A D J . ) 7: 0 0 A M - 6 : 5 9 P M 7: 0 0 P M - 6 : 5 9 A M SE T P O I N T S ° F ( A D J . ) CO O L I N G HE A T I N G MO D E O C C U P I E D U N O C C U P I E D 75 ° F 70 ° F 5 5 ° F 85 ° F No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 3 : 3 4 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t M802RTU-1 - SEQUENCE OF OPERATIONDelta Faucet Headquarters ExpansionK. SHELLENBARGERM. MUIR10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review NT S 1 RT U - 1 - S E Q U E N C E O F O P E R A T I O N S No. Date Description AO - M O D U L A T I N G H E A T ( 2 8 % - 1 0 0 % ) DO - HEATING STAGE 1 DO - HEATING STAGE 2 DO - HEATING STAGE 3 DO - HEATING STAGE X DO - C O O L I N G S T A G E 1 DO - C O O L I N G S T A G E 2 DO - C O O L I N G S T A G E 3 DO - C O O L I N G S T A G E 4 RT U - 2 , 3 , 4 C O N T R O L D I A G R A M AP T YY - 0 1 SM K XX - 0 2 FL T R XX - 0 1 D XX - 0 1 SF XX - 0 1 SM K XX - 0 1 VF D XX - 0 1 C XX - 0 3 TT XX - 0 1 PS XX - 0 1 FE YY - 0 1 EC YY-01 CE DA YY - 0 1 TO SPACE VA V B O X CO N T R O L L E R OU T D O O R A I R TE M P E R A T U R E SE N S O R TT 00 - 0 1 TT YY-01 C XX - 0 1 F XX - 0 1 OP E R A T I N G P A R A M E T E R S FU N C T I O N SP A C E T E M P E R A T U R E NO M I N A L S U P P L Y D U C T P R E S S U R E MI X I N G B O X P R E S S U R E SP A C E D I F F E R E N T I A L P R E S S U R E SU P P L Y A I R T E M P E R A T U R E FR E E Z E S T A T FI L T E R A L A R M HI G H S T A T I C A L A R M SE T P O I N T 70 F H E A T I N G , 7 5 F C O O L I N G 1. 5 0 I N W G -0 . 1 5 I N W G 0. 0 3 I N W G 55 F H E A T I N G , 5 5 F C O O L I N G , + / - 2 F 35 F 0. 5 I N W G 3 I N W G RE M A R K S GL O B A L A D J U S T A B L E AD J U S T A B L E AD J U S T A B L E AD J U S T A B L E AD J U S T A B L E AD J U S T A B L E AD J U S T A B L E DE V I C E L I S T DE V I C E C- X X - 0 3 DP S - X X - 0 1 PS - X X - 0 1 SM K - X X - 0 1 SM K - X X - 0 2 AP T - Y Y - 0 1 FE - Y Y - 0 1 TT - 0 0 - 0 1 TT - X X - 0 1 TT - Y Y - 0 1 C- X X - 0 1 DA - X X - 0 1 DA - X X - 0 2 DA - Y Y - 0 1 VF D - X X - 0 1 DE S C R I P T I O N SU P P L Y F A N P O W E R FI L T E R D I F F E R E N T I A L P R E S S U R E S W I T C H SU P P L Y F A N D I S C H A R G E P R E S S U R E S W I T C H SU P P L Y S M O K E D E T E C T O R RE T U R N S M O K E D E T E C T O R VA V B O X A C T U A T O R P O S I T I O N S VA V B O X F L O W S E N S I N G E L E M E N T OU T D O O R A I R T E M P E R A T U R E SU P P L Y A I R T E M P E R A T U R E SP A C E A I R T E M P E R A T U R E S SU P P L Y F A N E N A B L E OU T D O O R A I R D A M P E R A C T U A T O R MI X E D A I R D A M P E R A C T U A T O R VA V B O X D A M P E R A C T U A T O R SU P P L Y F A N V A R I A B L E F R E Q U E N C Y D R I V E XX = A I R H A N D L E R # YY = V A V B O X # + # O F A I R H A N D L E R S RE M A R K S ON / O F F FU R N I S H E D B Y E L E C T R I C A L FU R N I S H E D B Y E L E C T R I C A L 0 T O 1 0 0 % 1. 5 X M A X I M U M C F M -3 0 T O 1 3 0 F 40 T O 1 4 0 F 50 T O 9 0 F ON / O F F MO D U L A T I N G MO D U L A T I N G MO D U L A T I N G MO D U L A T I N G I/ O DI DI DI DI DI AI AI AI AI AI DO AO AO AO AO DP S XX - 0 1 AD XX - 0 1 DA XX - 0 1 DA XX - 0 2 AD XX - 0 2 FL T R XX - 0 2 DA XX - 0 3 AD XX - 0 3 TS L XX - 0 1 DP S XX - 0 1 DP S - X X - 0 2 F I L T E R D I F F E R E N T I A L P R E S S U R E S W I T C H D I DA - X X - 0 3 E X H A U S T A I R D A M P E R A C T U A T O R M O D U L A T I N G A O C- X X - 0 2 R E T U R N F A N P O W E R O N / O F F D I ------ VF D XX - 0 2 C XX - 0 4 C XX - 0 2 RF XX - 0 1 VF D - X X - 0 2 E X T E R N A L R E T U R N F A N V A R I A B L E F R E Q U E N C Y D R I V E M O D U L A T I N G A O C- X X - 0 4 E X T E R N A L R E T U R N F A N E N A B L E O N / O F F D O HL T AI - O A A I R F L O W OA AI - M I X E D A I R T E M P AI - R E T U R N A I R T E M P M M AO - M I X E D A I R D A M P E R S RA HL DI - R E T U R N A I R S M O K E D E T E C T O R EA AI - S U P P L Y A I R T E M P DI - H I G H S T A T I C S H U T D O W N M CT VF D DO - S U P P L Y F A N ST A R T / S T O P DI - S U P P L Y F A N S T A T U S AO - S U P P L Y F A N V F D S P E E D DI - S U P P L Y F A N V F D FA U L T DX GA S AI - O A F I L T E R D I F F E R E N T I A L P R E S S U R E AI - M I X E D A I R D I F F E R E N T I A L P R E S S U R E LO C A T E ¾ D I S T A N C E DO W N L O N G E S T D U C T H L AI - S U P P L Y A I R S T A T I C P R E S S U R E SA M T SF N. C . N. O . N. C . HL H AI - O A A I R HU M I D I T Y ELECTRIC *N U M B E R O F H E A T I N G S T A G E S / S T E P S VA R I E S P E R V A V B O X . C O N F I R M EX A C T N U M B E R W I T H MA N U F A C T U R E R H AI - O A A I R H U M I D I T Y M DO - R E T U R N F A N S T A R T / S T O P DI - R E T U R N F A N S T A T U S AO - R E T U R N F A N V F D S P E E D DI - R E T U R N F A N V F D F A U L T CT VF D RF NO T E : E X T E R N A L R E L I E F F A N (F O R R T U - 2 O N L Y ) VA V B O X S C H E M A T I C No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 3 : 3 7 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t M803RTU-2,3,4 CONTROL DIAGRAMDelta Faucet Headquarters ExpansionK. SHELLENBARGERM. MUIR10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review NT S 1 RT U - 2 , 3 , 4 C O N T R O L D I A G R A M No. Date Description RU N C O N D I T I O N S - S C H E D U L E D : TH E U N I T S H A L L R U N B A S E D U P O N A N A D J U S T A B L E O P E R A T O R S C H E D U L E A N D S H A L L M A I N T A I N : EM E R G E N C Y S H U T D O W N : TH E U N I T S H A L L S H U T D O W N A N D G E N E R A T E A N A L A R M UP O N R E C E I V I N G A N E M E R GE N C Y S H U T D O W N S I G N A L . FR E E Z E P R O T E C T I O N : TH E U N I T S H A L L S H U T D O W N A N D G E N E R A T E A N A L A R M U P O N R E C E I V I N G A F R E E Z E S T A T T R I P P E D S T A T U S . HI G H S T A T I C S H U T D O W N : T H E U N I T S H A L L S H U T D O W N A N D G E N E R A T E A N A L A R M U P O N R E C E I V I N G A H I G H S T A T I C S H U T D O W N S I G N A L . RE T U R N A I R S M O K E D E T E C T I O N : T H E U N I T S H A L L S H U T D O W N A N D G E N E R A T E A N A L A R M UP O N R E C E I V I N G A R E T U R N A I R S M O K E D E TE C T O R S T A T U S O F A L A R M C O N D I T I O N . SU P P L Y A I R S M O K E D E T E C T I O N : T H E U N I T S H A L L S H U T D O W N A N D G E N E R A T E A N A L A R M UP O N R E C E I V I N G A S U P P L Y A I R S M O K E DE T E C T O R S T A T U S O F A L A R M C O N D I T I O N . SU P P L Y F A N : T H E S U P P L Y F A N S H A L L R U N A N Y T I M E T H E U N I T I S CO M M A N D E D T O R U N , U N L E S S S H U T D O W N O N S A F E T I E S . T O P R E V E N T S H O R T C Y C L I N G, T H E S U P P L Y F A N S S H A L L H A V E A U S E R D E F I N A B L E ( A D J . ) M I N I M U M R U N T I M E . AL A R M S S H A L L B E P R O V I D E D A S F O L L O W S : • S U P P L Y F A N F A I L U R E : C O M M A N D E D O N , B U T T H E S T A T U S I S O F F . • S U P P L Y F A N I N H A N D : C O M M A N D E D O F F , B U T T H E S T A T U S I S O N . • S U P P L Y F A N R U N T I M E E X C E E D E D : S T A T U S R U N TI M E E X C E E D S A U S E R D E F I N A B L E L I M I T ( A D J . ) . SU P P L Y A I R D U C T S T A T I C P R E S S U R E C O N T R O L : TH E C O N T R O L L E R S H A L L M E A S U R E D U C T S T A T I C P R E S S U R E A N D S H A L L M O D U L A T E T H E S U P P L Y F A N V F D S P E E D T O M A I N T A I N A D U C T S T A T I C P R E S S U R E S E T P O I N T O F 1 . 5 " H 2 O ( A D J . ) . TH E S U P P L Y F A N V F D S P E E D S H A L L N O T D R O P B E L O W 3 0 % ( A D J . ) . AL A R M S S H A L L B E P R O V I D E D A S F O L L O W S : • H I G H S U P P L Y A I R S T A T I C P R E S S U R E : I F T H E S U P P L Y A I R ST A T I C P R E S S U R E I S 2 5 % ( A D J . ) G R E A T E R T H A N S E T P O I N T . • L O W S U P P L Y A I R S T A T I C P R E S S U R E : I F T H E S U P P L Y A I R S T A T I C P R E S S U R E I S 2 5 % ( A D J . ) L E S S T H A N S E T P O I N T . • S U P P L Y F A N V F D F A U L T . SU P P L Y A I R T E M P E R A T U R E S E T P O I N T - F I X E D : TH E C O N T R O L L E R S H A L L M O N I T O R T H E S U P P L Y A I R T E M P E R A T U R E A N D S H A L L M A I N T A I N F I X E D S U P P L Y A I R T E M P E R A T U R E S E T P O I N T S A S F O L L O W S : • C O O L I N G : T H E S E T P O I N T S H A L L B E 5 5 ° F ( A D J . ) . • H E A T I N G : T H E S E T P O I N T S H A L L B E 6 0 ° F ( A D J . ) W H E N E V E R T H E R E T U R N A I R T E M P E R A T U R E D R O P S B E L O W 6 5 ° F ( A D J . ) . CO O L I N G S T A G E S : TH E C O N T R O L L E R S H A L L M E A S U R E T H E S U P P L Y A I R T E M P E R A T U R E A N D S T A G E T H E C O O L I N G T O M A I N T A I N I T S C O O L I N G S E T P O I N T . T O P R E V E N T S H O R T C Y C L I N G , T H E R E S H A L L B E A US E R D E F I N A B L E ( A D J . ) D E L A Y B E T W E E N S T A G E S , A N D E A C H S T A G E S H A L L H A V E A U S E R D E F I N A B L E ( A D J . ) M I N I M U M R U N T I M E . TH E C O O L I N G S H A L L B E E N A B L E D W H E N E V E R : • O U T S I D E A I R T E M P E R A T U R E IS G R E A T E R T H A N 6 0 ° F ( A D J . ) . • A N D T H E E C O N O M I Z E R I S D I S A B L E D O R F U L L Y O P E N . • A N D T H E S U P P L Y F A N S T A T U S I S O N . • A N D T H E H E A T I N G I S N O T A C T I V E . AL A R M S S H A L L B E P R O V I D E D A S F O L L O W S : • H I G H S U P P L Y A I R T E M P : I F T H E S U P P L Y A I R T E M P E R A T U R E I S 5 ° F ( A D J . ) G R E A T E R T H A N S E T P O I N T GA S H E A T I N G ( M O D U L A T I N G ) : TH E C O N T R O L L E R S H A L L M E A S U R E T H E S U P P L Y A I R T E M P E R A T U R E A ND M O D U L A T E T H E H E A T I N G T O M A I N T A I N I T S H E A T I N G S E T P O I N T . TH E H E A T I N G S H A L L B E E N A B L E D W H E N E V E R : • O U T S I D E A I R T E M P E R A T U R E I S L E S S T H A N 5 5 ° F ( A D J . ) . • A N D T H E S U P P L Y F A N S T A T U S I S O N . • A N D T H E C O O L I N G I S N O T A C T I V E . TH E H E A T I N G S T A G E S S H A L L R U N F O R FR E E Z E P R O T E C T I O N W H E N E V E R : • S U P P L Y A I R T E M P E R A T U R E D R O P S F R O M T O 4 0 ° F ( A D J . ) . • A N D T H E S U P P L Y F A N S T A T U S I S O N . AL A R M S S H A L L B E P R O V I D E D A S F O L L O W S : • L O W S U P P L Y A I R T E M P : I F T H E S U P P L Y A I R TE M P E R A T U R E I S 5 ° F ( A D J . ) L E S S T H A N S E T P O I N T . CO O L I N G M O D E : I N C O O L I N G O P E R A T I O N , T H E D X C O I L S S H A L L B E C O N T R O L L E D T O M A I N T A I N S U P P L Y A I R S E T P O I N T P L U S / M I N U S 2 ° F . T H E D X S T A G E S W I L L B E ' O F F ' W H E N T H E O U T S I D E A I R TE M P E R A T U R E I S B E L O W 5 5 ° F ( A D J . ) O R T H E F A N I S P R O V E N T O B E ' O FF " . T H E S T A G I N G A L G O R I T H M I S D E F I N E D I N T H E T A B L E B E L O W . D E A D B A N DS S H O U L D F O L L O W MA N U F A C T U R E R ' S R E C O M M E N D A T I O N S . I F I N F O R M A T I O N I S N O T A V A I L A B L E , T H E G U I D E L I N E S I N T H E T A B L E B E L O W S H A L L B E U S E D . IN C R E M E N T S T A G E A B O V E S E T P O I N T + / - D E A D B A N D 5 M I N ( A D J . ) DE C R E M E N T S T A G E B E L O W S E T P O I N T + / - D E A D B A N D ( A D J . ) 5 M I N . ( A D J . ) NO S T A G I N G A T S E T P O I N T + / - D E A D B A N D NU M B E R O F S T A G E S D I S C H A R G E A I R T E M P . D E A D B A N D 1 + 1 ° F , - 1 ° F ( A D J . ) 2 + 1 ° F , - 1 ° F ( A D J . ) 4 + 0 . 5 ° F , - 0 . 5 ° F ( A D J . ) EC O N O M I Z E R : TH E C O N T R O L L E R S H A L L M E A S U R E T H E M I X E D A I R T E MP E R A T U R E A N D M O D U L A T E T H E E C O N O M I Z E R D A M P E R S I N S E Q U E N C E T O M A I N T A I N A S E T P O I N T 2 °F ( A D J . ) L E S S T H A N T H E S U P P L Y AI R T E M P E R A T U R E S E T P O I N T . T H E O U T S I D E A I R D A M P E R S S H A L L M A I N T A I N A M I N I M U M A D J U ST A B L E A I R F L O W R A T E W H E N E V E R O C C U P I E D . TH E E C O N O M I Z E R S H A L L B E E N A B L E D W H E N E V E R : • O U T S I D E A I R T E M P E R A T U R E I S L E S S T H A N 5 5 ° F ( A D J . ) . • A N D T H E O U T S I D E A I R E N T H A L P Y I S L E S S T H A N 2 2 B T U / L B ( A D J . ) • A N D T H E O U T S I D E A I R T E M P E R A T U R E I S L E S S T H A N T H E R E T U R N A I R T E M P E R A T U R E . • A N D T H E O U T S I D E A I R E N T H A L P Y I S L E S S T H A N T H E R E T U R N A I R E N T H A L P Y . • A N D T H E S U P P L Y F A N S T A T U S I S O N . TH E E C O N O M I Z E R S H A L L C L O S E W H E N E V E R : • M I X E D A I R T E M P E R A T U R E D R O P S T O 4 0 ° F ( A D J . ) • O R T H E F R E E Z E S T A T ( I F P R E S E N T ) I S T R I P P E D . • O R O N L O S S O F S U P P L Y F A N S T A T U S . TH E O U T S I D E A N D E X H A U S T A I R D A M P E R S S H A L L C L O S E A N D T H E RE T U R N A I R D A M P E R S H A L L O P E N W H E N T H E U N I T I S O F F . MI N I M U M O U T S I D E A I R V E N T I L A T I O N - F I X E D P E R C E N T A G E : TH E O U T S I D E A I R D A M P E R S S H A L L M A I N T A I N A M I NI M U M A D J U S T A B L E A I R F L O W R A T E D U R I N G B U I L D I NG O C C U P I E D H O U R S A N D B E C L O S E D D U R I N G U N OC C U P I E D H O U R S . OU T D O O R A I R A N D M I X E D A I R F I L T E R DI F F E R E N T I A L P R E S S U R E M O N I T O R : TH E C O N T R O L L E R S H A L L M O N I T O R T H E D I FF E R E N T I A L P R E S S U R E A C R O S S B O T H T H E OU T D O O R A I R A N D M I X E D A I R F I L T E R S . AL A R M S S H A L L B E P R O V I D E D A S F O L L O W S : • F I L T E R C H A N G E R E Q U I R E D : O U T D O O R A I R A N D M I X E D A I R F I L T E R D I F F E R E N T I A L P R E S S U R E E X C E E D S A U S E R D E F I N A B L E L I M I T ( A D J . ) . MI X E D A I R T E M P E R A T U R E : TH E C O N T R O L L E R S H A L L M O N I T O R T H E MI X E D A I R T E M P E R A T U R E A N D U S E A S R E Q U I R E D F O R E C O N O M I Z E R C O N T R O L ( I F P R E S E N T ) O R P R E H E A T I N G C O NT R O L ( I F P R E S E N T ) . AL A R M S S H A L L B E P R O V I D E D A S F O L L O W S : • H I G H M I X E D A I R T E M P : I F T H E M I X E D A I R T E M P E R A T U R E I S G R E A T E R T H A N 9 0 ° F ( A D J . ) . • L O W M I X E D A I R T E M P : I F T H E M I X E D A I R T E M P E R A T U R E I S L E S S T H A N 4 0 ° F ( A D J . ) . AL A R M S S H A L L B E P R O V I D E D A S F O L L O W S : • H I G H R E T U R N A I R H U M I D I T Y : I F T H E R E T U R N A I R H U M I D I T Y I S G R E A T E R T H A N 7 0 % ( A D J . ) . RE T U R N A I R T E M P E R A T U R E : TH E C O N T R O L L E R S H A L L M O N I T O R T H E R E TU R N A I R T E M P E R A T U R E A N D U S E A S R E QU I R E D F O R E C O N O M I Z E R C O N T R O L . AL A R M S : SE N S O R F A I L A L A R M : A N A L A R M S H A L L B E S E N T U P O N D E T E C T I O N O F A F A I L E D T E M P E R A T U R E S E N S O R . T H I S A L A R M W I L L B E D I S P L A Y E D O N T H E B U IL D I N G G R A P H I C S . SU P P L Y F A N A L A R M : A N A L A R M S H A L L B E S E N T I F T H E F A N S A R E C O M M A ND E D T O O P E R A T E A N D S T A T U S I S N O T PR O V E N O R I F T H E F A N I S C O M M A N DE D T O S T O P A N D S T A T U S RE M A I N S P R O V E N F O R 2 M I N U T E S . T H I S A L A R M W I L L B E D I S P L A Y E D O N T H E B U I L D I N G G R A P H I C S . SP A C E T E M P E R A T U R E A L A R M : A N A L A R M S H A L L B E S E N T I F T H E R O O M T E M P ER A T U R E I S A B O V E T H E H I G H S P A C E T E M P E R A T U R E A L A R M S E T P O I N T O R B EL O W T H E L O W S P A C E TE M P E R A T U R E A L A R M S E T P O I N T F O R M O R E T H A N 1 0 M I N U T E S . T H I S A L A R M W I LL B E D I S P L A Y E D O N T H E B U I L D I N G GR A P H I C S A N D W I L L B E S E N T T O TH E E A M C . ME C H A N I C A L C O O L I N G F A I L U R E A L A R M : A N A L A R M S H A L L B E S E N T I F T H ER E I S A C A L L F O R C O O L I N G A N D T H E DI S C H A R G E A I R T E M P E R A T U R E I S A B OV E 7 0 ° F F O R M O R E T H A N 1 0 MI N U T E S . T H I S A L A R M W I L L B E D I S P L A Y E D O N T H E B U I L D I N G G R A P H I C S . LO W T E M P E R A T U R E D E T E C T I O N A L A R M : A N A L A R M S H A L L B E S E N T I F T H E M I X E D A I R T E M P E R A T U R E I S B E L O W 4 0 ° F . T H I S A L A R M W I L L B E D I S P L A Y E D O N T H E B U I L D I N G G R A P H I C S . SE T P O I N T S ( A L L A D J U S T A B L E ) RO O M T E M P E R A T U R E 7 0 ° F H E A T I N G 75°F COOLING SU P P L Y A I R T E M P E R A T U R E 5 2 ° F M I N I M U M C O O L I N G SU P P L Y F A N V F D S P E E D 6 0 % M I N I M U M 100% MAXIMUM HI G H S P A C E T E M P E R A T U R E A L A R M 8 5 ° F LO W S P A C E T E M P E R A T U R E A L A R M 6 0 ° F HI G H S P A C E H U M I D I T Y A L A R M 7 0 % R H EC O N O M I Z E R D R Y B U L B L I M I T 6 5 ° F EC O N O M I Z E R I N D O O R H U M I D I T Y L I M I T >50% RH INDOOR LO W A M B I E N T T E M P E R A T U R E 3 5 ° F , 2 ° F D I F F LO W M I X E D A I R T E M P E R A T U R E 4 0 ° F BU I L D I N G S T A T I C P R E S S U R E +0.04" WC, 0.02" WC DIFF RE T U R N F A N ( F O R R T U - 2 ON L Y ; E X T E R N A L F A N ) : TH E R E T U R N F A N S H A L L R U N W H E N E V E R T H E S U P P L Y F A N R U N S . AL A R M S S H A L L B E P R O V I D E D A S F O L L O W S : • R E T U R N F A N F A I L U R E : C O M M A ND E D O N , B U T T H E S T A T U S I S O F F . • R E T U R N F A N I N H A N D : C O M M A ND E D O F F , B U T T H E S T A T U S I S O N . • R E T U R N F A N R U N T I M E E X C E E D E D : S T A T U S R UN T I M E E X C E E D S A U S E R D E F I N A B L E L I M I T ( A D J . ) . • R E T U R N F A N V F D F A U L T . RE T U R N A I R F L O W ( F O R R T U - 2 O N L Y ; E X T E R N A L F A N ) : TH E R E T U R N F A N V F D S H A L L M O D U L A T E I N U N I S O N W I T H T H E S U P P L Y F A N VF D . R E T U R N A I R F L O W S E T P O I N T S H A L L B E 1 0 0 % ( A D J . ) O F T H E S U P P L Y A I R F L O W M I N U S A S E T D I F F E R E N T I A L T O MA I N T A I N T H E B U I L D I N G A T 0 . 0 3 " . T H E R E T U R N F A N V F D S P E E D S H A L L N O T D R O P B E L O W 2 0 % ( A D J . ) . 1. T H E T E M P E R A T U R E C O N T R O L C O N T R A C T O R S H A L L BE RESPONSIBLE FOR ALL PROGRAMMING, CONTROL / IN T E R F A C E P A N E L S , P R O C E S S I N G U N I T S , C O N T R O L L E R S , DEVICES, RELAYS, CONDUI T, WIRING, CORING AND PA T C H I N G ( A S S O C I A T E D W I T H T E MPERATURE CONTROL WORK) FOR A COMPLETE CONTROL SYSTEM. IN C L U D E A L L I N T E R L O C K W I R I N G B E T W E E N I N D O O R U N I T S A N D C O N D E N S I N G U N I T S . TE M P E R A T U R E C O N T R O L N O T E S SE Q U E N C E O F O P E R A T I O N - R O O F T O P U N I T ( R T U - 2 , 3 , 4 ) SE Q U E N C E O F O P E R A T I O N - R O O F T OP U N I T ( R T U - 2 , 3 , 4 ) C O N T I N U E D MO D E OC C U P I E D UN O C C U P I E D HO U R S ( A D J . ) 7: 0 0 A M - 6 : 5 9 P M 7: 0 0 P M - 6 : 5 9 A M SE T P O I N T S ° F ( A D J . ) CO O L I N G HE A T I N G MO D E O C C U P I E D U N O C C U P I E D 75 ° F 70 ° F 5 5 ° F 85 ° F No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 3 : 4 4 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t M804RTU-2,3,4 SEQUENCE OF OPERATIONDelta Faucet Headquarters ExpansionK. SHELLENBARGERB. JOHNSON10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review NT S 1 RT U - 2 , 3 , 4 S E Q U E N C E O F O P E R A T I O N No. Date Description RU N C O N D I T I O N S - S C H E D U L E D : TH E U N I T S H A L L R U N B A S E D U P O N A N A D J U S T A B L E O P E R A T O R S C H E D U L E A N D S H A L L M A I N T A I N : AL A R M S S H A L L B E P R O V I D E D A S F O L L O W S : • H I G H Z O N E T E M P : I F T H E Z O N E T E M P E R A T U R E I S G R E A T E R TH A N T H E C O O L I N G S E T P O I N T B Y A U S E R D E F I N E D A M O U N T ( A D J . ) . • L O W Z O N E T E M P : I F T H E Z O N E T E M P E R A T U R E I S L E S S T H AN T H E H E A T I N G S E T P O I N T B Y A U S E R D E F I N E D A M O U N T ( A D J . ) . ZO N E S E T P O I N T A D J U S T : TH E O C C U P A N T S H A L L B E A B L E T O A D J U S T T H E Z O N E T E M P E R A T UR E H E A T I N G A N D C O O L I N G S E T P OI N T S A T T H E Z O N E S E N S O R . VA R I A B L E V O L U M E T E R M I N A L U N I T - F L O W C O N T R O L : TH E U N I T S H A L L M A I N T A I N Z O N E S E T P O I N T S B Y C O N T R O LL I N G T H E A I R F L O W T H R O U G H O N E O F T H E F O L L O W I N G : OC C U P I E D : • W H E N Z O N E T E M P E R A T U R E I S G R E A T E R T H A N I T S C O O L I N G S E T P O I N T , T H E Z O N E D A MP E R S H A L L M O D U L A T E B E T W E E N T H E M I N I M U M O C C U P I E D A I RF L O W ( A D J . ) A N D T H E MA X I M U M C O O L I N G A I R F L O W ( A D J . ) U N T I L T H E Z O N E I S S A T I S F I E D . • W H E N T H E Z O N E T E M P E R A T U R E I S L E S S T H AN T H E C O O L I N G S E T P O I N T , T H E Z O N E D A M P E R S H A L L M A I N T A I N T H E M I N I M U M R E Q U I R E D A I R F L O W ( AD J . ) . UN O C C U P I E D : • W H E N T H E Z O N E I S U N O C C U P I E D T H E Z O N E D A M P E R SH A L L C O N T R O L T O I T S M I N I M U M U N O C C U P I E D A I R F L O W ( A D J . ) . • W H E N T H E Z O N E T E M P E R A T U R E I S G R E A T E R T H A N I T S C O O L I N G SE T P O I N T , T H E Z O N E D A M P E R S H A L L MO D U L A T E B E T W E E N T H E M I N I M U M U N O C C U P IE D A I R F L O W ( A D J . ) A N D T H E MA X I M U M C O O L I N G A I R F L O W ( A D J . ) U N T I L T H E Z O N E I S S A T I S F I E D . EL E C T R I C R E H E A T I N G S T A G E S : TH E C O N T R O L L E R S H A L L M E A S U R E T H E Z O N E T E M P E R AT U R E A N D S T A G E T H E R E H E A T I N G T O M A I N T A I N I T S S E T P O I N T . T O P R E V E N T S H O R T C Y C L I N G , T HE R E S H A L L B E A U S E R DE F I N A B L E ( A D J . ) D E L A Y B E T W E E N S T A G E S , A N D E A C H S T A G E SH A L L H A V E A U S E R D E F I N A B L E ( A D J . ) M I N I M U M R U N T I M E . TH E R E H E A T I N G S H A L L B E E N A B L E D W H E N E V E R : • A N D T H E Z O N E T E M P E R A T U R E I S B E L O W S E T P O I N T . • A N D S U F F I C I E N T A I R F L O W I S P R O V I D E D F O R E L E C T R I C C O I L O P E R A T I O N . RE H E A T I N G - H I G H D I S C H A R G E A I R T E M P E R A T U R E L I M I T : TH E C O N T R O L L E R S H A L L M E A S U R E T H E D I S C H A R G E A I R T E M P E R A T U R E A N D L I M I T R E H E A T I N G I F T H E D I SC H A R G E A I R T E M P E R A T U R E I S M O R E T H A N 1 5 °F ( A D J . ) A B O V E T H E Z O N E TE M P E R A T U R E . DI S C H A R G E A I R T E M P E R A T U R E : TH E C O N T R O L L E R S H A L L M O N I T O R TH E D I S C H A R G E A I R T E M P E R A T U R E . AL A R M S S H A L L B E P R O V I D E D A S F O L L O W S : • H I G H D I S C H A R G E A I R T E M P : I F T H E D I S C H A R G E A I R T E M P E R A T U R E I S G R E A T E R T H A N 1 2 0 ° F ( A D J . ) . • L O W D I S C H A R G E A I R T E M P : I F T H E D I S C H A R G E A I R T E M P E R A T U R E I S L E SS T H A N 4 5 ° F ( A D J . ) . TE M P E R A T U R E C O N T R O L N O T E S SE Q U E N C E O F O P E R A T I O N - T E R M I N A L B O X U N I T S ( T B - X - X ) 1. T H E T E M P E R A T U R E C O N T R O L C O N T RACTOR SHALL BE RESPONSIBLE FOR ALL PR O G R A M M I N G , C O N T R O L / I N T E R F A C E P A N E LS, PROCESSING UNITS, CONTROLLERS, DE V I C E S , R E L A Y S , C O N D U I T , W I R I N G , C O RING AND PATCHING (ASSOCIATED WITH TE M P E R A T U R E C O N T R O L W O R K ) F O R A C O M P LETE CONTROL SYSTEM. INCLUDE ALL IN T E R L O C K W I R I N G B E T W E E N I N D OOR UNITS AND CONDENSING UNITS. MO D E OC C U P I E D UN O C C U P I E D HO U R S ( A D J . ) 7: 0 0 A M - 6 : 5 9 P M 7: 0 0 P M - 6 : 5 9 A M SE T P O I N T S ° F ( A D J . ) CO O L I N G HE A T I N G MO D E O C C U P I E D U N O C C U P I E D 75 ° F 70 ° F 5 5 ° F 85 ° F No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 3 : 4 8 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t M805TERMINAL BOX SEQUENCE OF OPERATIONDelta Faucet Headquarters ExpansionK. SHELLENBARGERM. MUIR10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review NT S 1 M8 0 5 - T E R M I N A L B O X S E Q U E N C E O F OP E R A T I O N No. Date Description RU N C O N D I T I O N S : UN D E R N O R M A L O P E R A T I N G C O N D I T I O N S , T H E T E R M IN A L B O X E S S E R V I N G T H E C A F E S H O U L D O P E R A T E P E R T H E T E R M I N A L B O X S E Q U E N C E O F O P E R A T I O N. TH E F O L L O W I N G S E Q U E N C E O N L Y A P P L I E S W H E N T H E C A F E E X T E R I O R D O O R S AR E O P E N A N D T H E C A F E I S O P E R A T I N G A S A N I N D O O R / O U T D O O R S P A C E . -W H E N T H E M A G N E T I C S W I T C H I N D I C A T E S T H A T T H E S L I D I N G E X T E R I O R D O O R S A R E O P E N , T H E V A V B O X E S S E R V I N G T H E C A F E S H A L L C L O S E C O M P L E TE L Y A N D N O T A L L O W A N Y S U P P L Y A I R T O L E A V E T H E B O X . T H ES E B O X E S S H A L L B E D I S A B L E D . T H I S W I L L E N S U R E T H A T C O N D E N S A T I O N D O E S N O T F O R M O N T H E D U C T W O R K O R D I F F U S E R A N D D R I P I N T H E S P A C E . UN D E R T H I S C O N D I T I O N , T H E D U C T S T A T I C P R E S S UR E S E N S O R ( L O C A T E D I N T H E S U P P L Y D U C T W O RK ) F O R A H U - 2 A U T O M A T I C A L L Y S E N S E S T H E C H A N G E I N P R E S S U R E A N D W I L L RE D U C E T H E S P E E D O F T H E S U P P L Y F A N TO M A I N T A I N T H E R E Q U I R E D A I R F L O W TH R O U G H O U T T H E R E S T O F T H E S P A C E . WH E N T H E T E R M I N A L B O X E S S E R V I N G T H E C A F E C L O S E , T R A N S F E R A I R F O R T H E K I T C H E N E X H A U S T W I L L B E P R O V ID E D T H R O U G H T R A N S F E R G R I L L E S FR O M T H E C A F E 1 0 3 T O T H E K I T C H E N 1 0 5 . RE D U C E T H E S P E E D O F T H E S U P P L Y F A N TO M A I N T A I N T H E R E Q U I R E D A I R F L O W TH R O U G H O U T T H E R E S T O F T H E S P A C E . RU N C O N D I T I O N S : EF - 3 S H A L L O P E R A T E T O E X H A U S T T H E M E C H A N I C A L RO O M , B A S E D U P O N A R E A D I N G F R O M A R O O M T E MP E R A T U R E S E N S O R , T O A T T E M P T T O K E E P T H E RO O M T E M P E R T A U R E A T T H E C O O L I N G TH E T E R M I N A L B O X ( T B - B - 1 7 ) S H A L L B E I N T E R L O C K E D W I T H T H E E X H A U S T F A N T O E N S U R E T H A T T H E T E R M I N A L B O X D A M P E R O P E N S A N D C L O S E S B AS E D U P O N T H E E X H A U S T F A N S S P E E D . -T H E E X H A U S T F A N S H A L L O P E R A T E B A S E D U P O N A R O O M TE M P E R A T U R E S E N S O R L O C A T E D I N T H E M E C H A N I C A L R O O M . -W H E N T H E E X H A U S T F A N I S O P E R A T I N G A T 1 0 0 % F A N S P E E D , T H E T E R M I N A L B O X D A M P E R S H A L L B E 1 0 0 % O P E N . -A S T H E E X H A U S T F A N S L O W S D O W N T O E X H A U S T L E S S A I R , T H E T E R M I N A L B O X D A M P E R S H A L L M O D U L A T E C L O S E D T O M A I N T A I N A R O O M N E U T R A L P R ES S U R E . SE T P O I N T . HE A T I N G S H A L L B E P R O V I D E D B Y E U H - 2 TH R O U G H I T S S E L F - C O N T A I N E D C O N T R O L S . EX H A U S T F A N S S H A L L B E S T O P P E D A ND S T A R T E D B A S E D U P O N O C C U P I E D / UN O C C U P I E D Z O N E C O N T R O L S C H E D U L E . S T A T U S S H A L L B E M O N I T O R E D T H RO U G H T H E B M S . EX H A U S T F A N S S H A L L B E T I E D T O T H E S A ME Z O N E C O N T R O L A S T H E RE S P E C T I V E A I R H A N D L I N G U N IT S E R V I N G T H A T A R E A . EX H A U S T F A N S S H A L L B E T I E D T O A L O C A L P I E C E OF E Q U I P M E N T S U C H A S A F U M E H O O D O R U S E D AS G E N E R A L E X H A U S T A N D WI L L B E S T A R T E D M A N UA L L Y B Y T H E U S E R W H E N T H E PA R T I C U L A R P I E C E O F E Q U I P M E N T I S I N U S E . S T A T U S S H A L L B E M O N I T O R E D T H R O U G H T H E B M S . FI R S T FL O O R VA V B O X E S SE C O N D FL O O R VA V B O X E S TH I R D F L O O R VA V B O X E S LO W E R L E V E L VA V B O X E S MA S T E R CO N T R O L PA N E L RT U - 1 RT U - 2 RT U - 3 RT U - 4 TE M P E R A T U R E CO N T R O L PA N E L PC WO R K S T A T I O N TE M P E R A T U R E CO N T R O L PA N E L TE M P E R A T U R E CO N T R O L PA N E L TE M P E R A T U R E CO N T R O L PA N E L TE M P E R A T U R E CO N T R O L PA N E L LO W E R L E V E L F I R S T F L O O R S E C O N D F L O O R T H I R D F L O O R F O U R T H F L O O R FO U R T H FL O O R VA V B O X E S TE M P E R A T U R E C O N T R O L N O T E S SE Q U E N C E O F O P E R A T I O N - F I R S T F L O O R C A F E 1 0 3 TE R M I N A L B O X E S ( T B - 1 - 2 A N D T B - 1 - 3 ) 1. T H E T E M P E R A T U R E C O N T R O L C O N T RACTOR SHALL BE RESPONSIBLE FOR ALL PR O G R A M M I N G , C O N T R O L / I N T E R F A C E P A N E LS, PROCESSING UNITS, CONTROLLERS, DE V I C E S , R E L A Y S , C O N D U I T , W I R I N G , C O RING AND PATCHING (ASSOCIATED WITH TE M P E R A T U R E C O N T R O L W O R K ) F O R A C O M P LETE CONTROL SYSTEM. INCLUDE ALL IN T E R L O C K W I R I N G B E T W E E N I N D OOR UNITS AND CONDENSING UNITS. SE Q U E N C E O F O P E R A T I O N - L O W E R L E V E L M E C H A N I C A L 0 1 2 TE R M I N A L B O X ( T B - B - 1 7 ) A N D E F - 3 SE Q U E N C E O F O P E R A T I O N - G E N E R A L EX H A U S T F A N S ( E F - 1 , 5 , 6 , 7 , 8 ) SE Q U E N C E O F O P E R A T I O N - S E RV I C E E X H A U S T F A N S ( E F - 2 , 4 ) 1. T H E T E M P E R A T U R E C O N T R O L C O N T R A CT O R S H A L L B E R E S P O N S I B L E F O R A L L PR O G R A M M I N G , C O N T R O L / I N T E R F A C E P A N E LS , P R O C E S S I N G U N I T S , C O N T R O L L E R S , DE V I C E S , R E L A Y S , C O N D U I T , W I R I N G , C O RI N G A N D P A T C H I N G ( A S S O C I A T E D W I T H TE M P E R A T U R E C O N T R O L W O R K ) F O R A C O M P LE T E C O N T R O L S Y S T E M . I N C L U D E A L L IN T E R L O C K W I R I N G B E T W E E N I N D OO R U N I T S A N D C O N D E N S I N G U N I T S . TE M P E R A T U R E C O N T R O L N O T E S 2. R I S E R I S S C H E M A T I C I N N A T U R E A ND M A Y V A R Y B A S E D O N S Y S T E M M A N U F A C T U R E R . 3. N O T A L L D E V I C E S R E P R E S E N T E D I N D I A G RA M . R E F E R T O D R A W I N G S A N D S P E C S F O R E X A C T 4. C O N D U I T A N D C O N T R O L W I R I N G B Y T E M P E R A T U R E C O N T R O L S C O N T R A C T O R . Q U A N T I T Y A N D L O C A T I O N O F D E V I C E S . DD C C O M M U N I C A T I O N S S C H E M A T I C 11 11 11 11 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 1 9 / 2 0 1 5 2 : 1 1 : 2 8 P M C : \ U s e r s \ b r i a n j \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ b r i a n j . r v t M806SEQUENCE OF OPERATIONDelta Faucet Headquarters ExpansionK. SHELLENBARGERM. MUIR10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review NT S 1 M- 8 0 6 S E Q U E N C E O F O P E R A T I O N No. Date Description 11 11/20/15 BP#4 Addendum #2 PCOS J M J VF D CP SP D HHM PT 1. THE ELECTRICAL CONTRACTOR IS TO PROVIDE ALL REQUIRED LABOR, MATERIAL, EQUIPMENT, AND CONTRACTORS SERVICES NECESSARY TO COMPLETE INSTALLATION OF SYSTEMS REQUIRED IN FULL CONFORMITY WITH APPLICABLE CODES AND ORDINANCES. THE FINISHED JOB SHALL BE FUNCTIONAL AND COMPLETE IN EVERY DETAIL INCLUDING ANY AND ALL SUCH ITEMS FOR A COMPLETE SYSTEM.2. ALL MATERIAL AND WORKMANSHIP SHALL MEET ALL APPLICABLE STATE AND LOCAL CO DES, ORDINANCES, UTILITY COMPANY REGULATIONS AND NATIONALLY ACCEPTED CODES AND STANDARDS. THE ELECTRICAL CONTRACTOR WILL BEAR ALL COSTS ARISING IN CORR ECTING ANY NONCOMPLIANCE WITH THE REQUIREMENTS OF APPLICABLE CODES.3. ELECTRICAL CONTRACTOR TO COORDINATE SPECIAL ELECTRICAL EQUIPMENT REQUIREMENTS OF TENANTS AS SPECIFICALLY INDICATED ON DRAWINGS. VERIFY ACTUAL REQUIREMENTS WITH ENGINEER PRIOR TO INSTALLATION.4. ELECTRICAL CONTRACTOR SHALL COORDINATE ANY ELECTRICAL OR LIGHTING REQ UIREMENTS OF MILLWORK WITH ARCHITECTURAL WOODWORK CONTRACTOR AS NECESSARY.5. ALL DIMENSIONS SHOWN ARE TO CENTERLINE OF OUTLETS OR GROUPS OF OUTLETS UNLESS NOTED OTHERWISE.6. DO NOT LOCATE BOXES BACK TO BACK WITHIN PARTITIONS.STAGGER AS REQUIRED TO MINIMIZE SOUND TRANSMISSION.7. ADJACENT OUTLETS SHALL BE GANGED WHEN POSSIBLE. IF THEY CANNOT BE GANGED THEY SHALL BE INSTALLED WITH 1"BETWEEN FACE PLATES.8. PROVIDE BLANK COVER PLATES TO MATCH EXISTING FOR ANY ABANDONED ELECTRICAL OR COMMUNICATIONS BOXES REMAINING IN WALLS TO REMAIN.9. ELECTRICAL CONTRACTOR SHALL VERIFY WORKING CONDITION OF ALL NEW SWITCHES, LIGHT FIXTURES,BALLASTS, EXIT, AND EMERGENCY LIGHTS AND OUTLETS AND SHALL REPLACE ANY NON-OPERATIONAL UNITS.10. DO NOT SCALE DRAWINGS. ALL DIMENSIONS GIVEN ARE TO BE ADHERED TO UNLESS FIELD CONDITIONS DEEM OTHERWISE.ANY CONFLICTS THAT MAY EXIST WITH NEW CONSTRUCTION MUST BE REVIEWED BY ENGINEER PRIOR TO CONSTRUCTION OF WORK. DO NOT CIRCUMVENT DIMENSIONS BY ATTACHING RECEPTACLES TO NEAREST STUD.11. ELECTRICAL/DATA OUTLET LOCATIONS TO BE COORDINATED WITH TENANT PRIOR TO ROUGH-IN. ALL LOCATIONS TO BE VERIFIED WITH FURNITURE PLACEMENT.12. ALL EQUIPMENT FEEDERS SHALL INCLUDE A NEUTRAL UNLESS NOTED OTHERWISE. 22 . B I D P A C K A G E I N C L U D E S A N A L T E R N A T E B I D P A C K . T H E W O R K IN D I C A T E D O N T H E B I D D R A W I N G S R E P R E S E N T S T H E AL T E R N A T E B I D . R E F E R T O " S U M M A R Y O F P R O J E C T " F O R BA S E B I D S C O P E F O R T H I S A R E A . 13. CONTRACTOR SHALL PROVIDE ELECTRICAL CONNNECTIONS TO ALL EQUIPMENT, COORDINATE REQUIREMENTS ACROSS ALL TRADES. 1. I T I S T H E R E S P O N S I B I L I T Y O F T H E E L E C T R I C A L C O N T R A C T O R (E C ) T O C O O R D I N A T E A N Y A N D A L L I N F O R M A T I O N O F T H I S PR O J E C T N E C E S S A R Y T O S U P P L Y A N D I N S T A L L L I G H T I N G A S RE Q U I R E D A N D D E S C R I B E D O N T H E L I G H T F I X T U R E SC H E D U L E A N D S H O W N O N T H E P L A N S A N D I N T H E SP E C I F I C A T I O N S . 2. T H E P R O P E R T R I M F O R T H E V A R I O U S C E I L I N G S Y S T E M S O N TH I S P R O J E C T , A S D E F I N E D O N T H E R E F L E C T E D C E I L I N G PL A N S A N D R O O M F I N I S H S C H E D U L E S , I N C L U D I N G S L O P E AD A P T E R S , C E I L I N G T H I C K N E S S A D A P T E R S , D R Y W A L L FL A N G E S , P L A S T E R F R A M E S , SIDE SUPPORTS, FRAMES AND AN Y O T H E R A C C E S S O R I E S . 3. A F I X T U R E C A T A L O G N U M B E R S P E C I F I E D , W H I C H I N C L U D E S A CE I L I N G T Y P E , D O E S N O T N E C E S S A R I L Y M E A N T H E F I X T U R E IS N O T U S E D I N A N O T H E R T Y P E O F C E I L I N G . I N A D D I T I O N , CO N T R A C T O R S H A L L V E R I F Y C E I L I N G C O N S T R U C T I O N A N D TH I C K N E S S . F I X T U R E M O U N T I N G A S S E M B L I E S S H A L L B E DE S I G N E D F O R , A N D N O T F I E L D M O D I F I E D , T H E D E S I G N E D CE I L I N G T Y P E A N D T H I C K N E S S . 4. A L L T R I M R I N G S O F D O W N L I G H T S S H A L L B E P A I N T E D W H I T E UN L E S S S P E C I F I C A L L Y N O T E D O T H E R W I S E . 5. P R O V I D E F I X T U R E S W I T H T H E C O R R E C T A N D P R O P E R VO L T A G E S . W H E R E V O L T A G E S ARE ENCRYPTED INTO THE FI X T U R E N U M B E R , T H E F I X T U R E M A N U F A C T U R E R S H A L L VE R I F Y V O L T A G E S A S I N D I C A T E D O N S C H E D U L E ( A F T E R LA M P S ) . 6. A L L L E D F I X T U R E S S H A L L C O N T A I N A N O N B O A R D EL E C T R O N I C D R I V E R W I T H F I L T E R S . S E P A R A T E D R I V E R S WH E R E S C H E D U L E D O F I N D I C A T E D . 7. A L L L E D D R I V E R S S H A L L B E D I M M A B L E V I A ( 0 - 1 0 V ) CO N T R O L L E R , A N D O P E R A T E O N / O F F M O D E A L S O W I T H O U T AD D I T I O N A L D E V I C E S . 8. W H E R E A F I X T U R E I S I N D I C ATED ON THE DRAWINGS AS MU L T I P L E S W I T C H E D , P R O V I D E M U L T I P L E B A L L A S T S O R DR I V E R S . 9. A L L F I X T U R E S T H A T A R E D U A L S W I T C H E D S H A L L B E D O N E I N SU C H A M A N N E R T H A T T H E F I X T U R E I S E V E N L Y I L L U M I N A T E D WH E N T H E F I X T U R E I S P A R T I A L L Y S W I T C H E D . W H E R E FI X T U R E S A R E D U A L S W I T C H E D W I T H I N A N A R E A , T H E FI X T U R E S S H A L L A L L A P P E A R C O N S I S T E N T I N E A C H M O D E . 10 . T A N D E M W I R I N G O F F I X T URES IS NOT ACCEPTABLE. 11 . A L L D R I V E R S S H A L L B E ` T 5 & T 8 ' B A L L A S T ( S ) S H A L L B E < 2 0 % TH D . 12 . ` N L ' O R ` n l ' A D J A C E N T T O A F I X T U R E I N D I C A T E S A ` N I G H T LI G H T ' O R N O N - S W I T C H E D F I X T U R E . I F ` N L ' I S N O T IN D I C A T E D , F I X T U R E S S H A L L B E S W I T C H E D . 13 . F I X T U R E S I N D I C A T E D ` H A T C H E D ' O R ` E M ' S H A L L C O N T A I N A N EM E R G E N C Y B A T T E R Y U N I T W H I C H S H A L L P R O V I D E ( 1 ) L A M P FU L L L U M E N O U T P U T F O R 9 0 M I N U T E S . T H I S B A T T E R Y U N I T SH A L L M O N I T O R A N U N S W I T C H E D L I G H T I N G C I R C U I T SE R V I N G S A M E F I X T U R E . 14 . T H E E X A C T L O C A T I O N S O F L I G H T F I X T U R E S S H A L L B E GO V E R N E D B Y T H E A R C H I T E C T U R A L D R A W I N G S . T H E EL E C T R I C A L D R A W I N G S S H A L L I N D I C A T E T H E T Y P E A N D CI R C U I T I N G I N F O R M A T I O N O F T H E F I X T U R E S . 15 . A N Y N E C E S S A R Y W I R I N G F O R N I G H T L I G H T S A N D / O R EM E R G E N C Y L I G H T I N G S H A L L B E P R O V I D E D . 16 . T A K E P A R T I C U L A R C A R E T O A S S U R E L A M P C O L O R RE N D E R I N G A N D T E M P E R A T U R E I S C O N S I S T E N T B E T W E E N AL L F I X T U R E S . 17 . A L L L I N E A R T 8 , C O M P A C T T 4 A N D T 5 F L U O R E S C E N T L A M P S SH A L L H A V E A C O L O R R E N D E R I N G I N D E X O F G R E A T E R T H A N 80 A N D C O R R E L A T E D C O L O R T E M P E R A T U R E O F 4 1 0 0 D E G . KE L V I N . O T H E R L A M P S S H A L L M A T C H , L O O K A N D A P P E A R TH E % % U A L L S A M E R E G A R D L E S S O F T H E T Y P E O F PH O S P H O R U S C O A T I N G S O R A P P L I C A T I O N S . 18 . A L L L A M P S S H A L L B E M A N U F A C T U R E D B Y T H E S A M E MA N U F A C T U R E R , W H I C H S H A L L B E G E N E R A L E L E C T R I C , PH I L I P S , O R S Y L V A N I A . 19 . A L L L A M P S , W H E N P O S S I B LE, SHALL BE ENVIRONMENTALLY SA F E . ( I . E . P H I L I P S A L T O B R A N D ) 20 . T H E E L E C T R I C A L C O N T R A C T O R S ' B I D S A R E T O I N C L U D E T H E LI G H T I N G M A N U F A C T U R E R S S P E C I F I E D I N T H E L I G H T FI X T U R E S C H E D U L E . A N A L T E R N A T E L I G H T I N G B I D B Y O T H E R MA N U F A C T U R E R S M A Y B E C O N S I D ERED IF THE PRODUCT IS EQ U A L I N A P P E A R A N C E A N D P E R F O R M A N C E A N D O F T H E SA M E M A T E R I A L S O F T H A T W H I C H I S S P E C I F I E D A N D T H E R E IS A D O L L A R S A V I N G S T O T H E O W N E R . T H E E N G I N E E R S H A L L BE T H E F I N A L A U T H O R I T Y A S T O W H A T I S E Q U A L I N AP P E A R A N C E A N D P E R F O R M A N C E A N D M A T E R I A L S . A B I D MA Y B E C O N S I D E R E D I N V A L I D A N D / O R U N R E S P O N S I V E I F I T CO N T A I N S M A T E R I A L T H A T I S N O T S P E C I F I E D O N T H E LI G H T I N G F I X T U R E S C H E D U L E . T H E O N L Y M A N U F A C T U R E R S TH A T W I L L B E C O N S I D E R E D F O R A N A L T E R N A T E L I G H T I N G BI D A R E B Y P R E - A P P R O V A L O N L Y . 21 . A L L W I R I N G A B O V E C E I L I N G S S H A L L B E P L E N U M R A T E D . 22 . B I D P A C K A G E I N C L U D E S A N A L T E R N A T E B I D P A C K . T H E WO R K I N D I C A T E D O N T H E B I D DRAWINGS REPRESENTS THE AL T E R N A T E B I D . R E F E R T O " S U M M A R Y O F P R O J E C T " F O R BA S E B I D S C O P E F O R T H I S A R E A . XY XYZ XY XYZ AT S F, C F, C XY"Z MXY"Z XWP D TV U X X PS LI G H T I N G S Y M B O L S P O W E R S Y M B O L S GE N E R A L P U R P O S E L U M I N A I R E: R E F E R T O L I G H T I N G FI X T U R E S C H E D U L E F O R A D D I T I O N A L I N F O R M A T I O N GE N E R A L P U R P O S E L U M I N A RI E S O N B A T T E R Y U N I T S PO W E R : R E F E R T O L I G H T I NG F I X T U R E S C H E D U L E F O R AD D I T I O N A L I N F O R M A T I O N GE N E R A L P U R P O S E D U A L B A L L A S T L U M I N A I R E O N E BA L L A S T O N B A T T E R Y U N I TS : R E F E R T O L I G H T I N G FI X T U R E S C H E D U L E F O R A D D I T I O N A L I N F O R M A T I O N RO U N D L U M I N A I R E : R E F E R T O L I G H T I N G F I X T U R E SC H E D U L E F O R A D D I T I O N A L I N F O R M A T I O N WA L L W A S H E R : R E F E R T O L I G H T I N G F I X T U R E SC H E D U L E F O R A D D I T I O N A L I N F O R M A T I O N WA L L M O U N T E D L U M I N A I R E : R E F E R T O L I G H T I N G FI X T U R E S C H E D U L E F O R A D D I T I O N A L I N F O R M A T I O N WA L L M O U N T E D D E C O R A T I V E L U M I N A I R E : R E F E R T O LI G H T I N G F I X T U R E S C H E D U L E F O R A D D I T I O N A L IN F O R M A T I O N WA L L M O U N T E D F L O O D L I G H T : R E F E R T O L I G H T I N G FI X T U R E S C H E D U L E F O R A D D I T I O N A L I N F O R M A T I O N TR A C K L I G H T I N G TR A C K L I G H T I N G H E A D RE M O T E H E A D ST E P L I G H T EM E R G E N C Y L I G H T EX I T S I G N CE I L I N G M O U N T E D I L L U M I N A T E D E X I T S I G N W I T H DI R E C T I O N A L A R R O W S EM E R G E N C Y D U A L F A C E I L L U MI N A T E D E X I T S I G N W I T H DI R E C T I O N A L A R R O W S EX I T S I G N W I T H I N T E G R A L H E A D S SW I T C H : X = B L A N K - S I N G L E P O L E 2 0 A , T O G G L E ; X= 3 - T H R E E W A Y ; X = 4 - F O U R W A Y ; X = P - P I L O T L I G H T ; X= M S - M O M E N T A R Y ; X = D - D I M M E R ; X = L V - L O W V O L T A G E ; PH O T O C E L L JU N C T I O N B O X / F L O O R B O X PA N E L B O A R D LI G H T I N G C O N T R O L P A N E L LO W V O L T A G E T R A N S F O R M E R 20 A D U P L E X R E C E P T A C L E W I T H C O V E R P L A T E : X= T Y P E , Y " = N O N - S T A N D A R D M O U N T I N G H E I G H T , Z= S P E C I A L D E S I G N A T I O N , ( 1 8 " A F F T Y P I C A L ) FL O O R O R C E I L I N G M O U N T ED D U P L E X R E C E P T A C L E : F= F L O O R , C = C E I L I N G DO U B L E - D U P L E X R E C E P T A C L E W I T H S I N G L E C O V E R PL A T E SI M P L E X R E C E P T A C L E W I T H C O V E R P L A T E WA L L M O U N T E D S P E C I A L RE C E P T A C L E : R E F E R T O PL A N S F O R A D D I T I O N A L I N F O R M A T I O N FL O O R O R C E I L I N G M O U N T E D S P E C I A L R E C E P T A C L E : F= F L O O R , C = C E I L I N G RE F E R T O P L A N S F O R A D D I T I O N A L I N F O R M A T I O N SU R F A C E M O U N T E D R A C E W A Y ST A N D A R D D I S C O N N E C T S W I T C H : X = D I S C O N N E C T SI Z E , Y = N U M B E R O F P O L E S ST A N D A R D F U S E D D I S C O N N E C T S W I T C H : X= D I S C O N N E C T S I Z E , Y = F U S E S I Z E , Z = N U M B E R O F PO L E S MO T O R S T A R T E R : X = S T A R T E R S I Z E , Y = N U M B E R O F PO L E S CO M B I N A T I O N M O T O R S T A R TE R / D I S C O N N E C T S W I T C H : X= S T A R T E R S I Z E , Y = F U S E S I Z E , Z = N U M B E R O F PO L E S MO T O R ( B Y O T H E R S ) : P R O V ID E P O W E R A S I N D I C A T E D UT I L I T Y M E T E R FR A C T I O N A L H O R S E P O W E R M A N U A L M O T O R S T A R T E R JU N C T I O N B O X TR A N S F O R M E R HA N D H O L E / P O L E B O X : S E E D E T A I L S F O R A D D I T I O N A L IN F O R M A T I O N CO N T R O L P A N E L SU R G E P R O T E C T I V E D E V I C E PA N E L B O A R D AU T O M A T I C T R A N S F E R S W I T C H VA R I A B L E F R E Q U E N C Y D R I V E ( B Y D I V I S I O N 2 3 ) PU S H B U T T O N PO W E R P O L E CO R D R E E L GR O U N D R O D DU P L E X R E C E P T A C L E O N E M E R G E N C Y C I R C U I T W I T H CO V E R P L A T E : X = T Y P E , Y " = N O N - S T A N D A R D M T G HE I G H T , Z = S P E C I A L D E S I G N A T IO N , ( 1 8 " A F F T Y P I C A L ) OC C U P A N C Y S E N S O R : X = Z O N E PO K E T H R O U G H S E R V I C E F I T T I N G : X = T Y P E WE A T H E R R E S I S T A N T D U P L E X R E C E P T A C L E , G R O U N D FA U L T C I R C U I T I N T E R R U P T I N G W I T H I N - U S E C O V E R GE N E R A L L I G H T I N G N O T E S G E N E R A L N O T E S DU P L E X R E C E P T A C L E : A B O V E C O U N T E R O R BA C K S P L A S H ( 6 " T O C E N T E R T Y P I C A L ) DU P L E X R E C E P T A C L E : A B O V E C O U N T E R O R BA C K S P L A S H ( 6 " T O C E N T E R T Y P I C A L ) EX T E R I O R W A L L M O U N T E D L U M I NA I R E : R E F E R T O L I G H T I N G FI X T U R E S C H E D U L E F O R A D D I T I O N A L I N F O R M A T I O N EX T E R I O R B L D G . M O U N T E D L U M I NA I R E : R E F E R T O L I G H T I N G FI X T U R E S C H E D U L E F O R A D D I T I O N A L I N F O R M A T I O N X= T - T I M E R ; X = K - K E Y ; X = MS - M O M E N T A R Y ; X = D - D I M M E R ; X= O C - B U I L T - I N O C C U P A N C Y S E N S O R ; X = K - K E Y PA R T I T I O N S E N S O R X= C S - L I G H T I N G C O N T R O L S T A T I O N ( 8 B U T T O N ) RE C E P T A C L E W I T H D E D I C A T E D C I R C U I T NO T E : EM E R G E N C Y P O W E R F O R L I G H T I N G UN I T S P R O V I D E D V I A O N B O A R D B A T T E R Y UN I T S . NO N - S W I T C H R E C E P T A C L E FO R M O N I T O R . T Y P I C A L L Y FA U L T C I R C U I T I N T E R R U P T I N G W I T H I N - U S E C O V E R AN D A R C H I T E C T F O R E X A C T L O C A T I O N . US B C O M B I N A T I O N P O W E R O U T L E T . NO T E : N O T A L L S Y M B O L S S H A L L B E U S E D . N O T E : N O T A L L S Y M B O L S S H A L L B E U S E D . AF F AF G CK T GF C I HO A KV A KW LT G MC C NC NO PB TY P V W WH WP XF M R P H A S E TR A N S F O R M E R WA T T H O U R WA T T VO L T TY P I C A L PU L L B O X O R P U S H B U T T O N NO R M A L L Y O P E N NO R M A L L Y C L O S E D MO T O R C O N T R O L C E N T E R LI G H T I N G O R L I G H T KI L O W A T T KI L O V O L T A M P E R E HO R S E P O W E R HA N D - O F F - A U T O M A T I C GR O U N D F A U L T C I R C U I T I N T E R R U P T E R DI S T R I B U T I O N P A N E L B O A R D CI R C U I T CI R C U I T B R E A K E R CO N D U I T AB O V E F I N I S H E D G R A D E AB O V E F I N I S H E D F L O O R UN O U N L E S S N O T E D O T H E R W I S E SH I E L D E D , T W I S T E D P A I R ST P UN S H I E L D E D , T W I S T E D P A I R UT P NO N - F U S E D NF MA I N D I S T R I B U T I O N P A N E L MA N U A L T R A N S F E R S W I T C H MA I N L U G S O N L Y MT S MD P ML O FU L L L O A D A M P S IS O L A T E D G R O U N D FL A EL E C T R I C A L C O N T R A C T O R EM E R G E N C Y EL E C T R I C W A T E R C O O L E R EW C AM P S I N T E R R U P T I N G C A P A C I T Y AM E R I C A N W I R E G A U G E CL O S E D C I R C U I T T E L E V I S I O N CC T V AW G AI C PO L Y V I N Y L C H L O R I D E ( P L A S T I C P I P E ) TI M E C L O C K TC PV C PU B L I C A D D R E S S PA EL E C T R O N I C B A L L A S T ME T A L H A L I D E MH GE N E R A T O R GE N PW R P O W E R RE C P T R E C E P T A C L E IM P E D A N C E ZCCBDPEBECEMHP IG NO T E : N O T A L L A B B R E V I A T I O N S S H A L L B E U S E D . MC B M A I N C I R C U I T B R E A K E R IN T E R M E D I A T E M E T A L C O N D U I T IM CGC G E N E R A L T R A D E S C O N T R A C T O R CO N S T R U C T I O N M A N A G E R CM AL T E R N A T I N G C U R R E N T O R A I R C O N D I T I O N E R AC WA P W I R E L E S S A C C E S S P O I N T G G R O U N D WE A T H E R P R O O F , N E M A 3 R U N L E S S N O T E D O T H E R W I S E AM P E R E A DO U B L E T W I N T U B E DT T HE R T Z HZ MC A M I N I M U M C I R C U I T A M P A C I T Y MA X I M U M O V E R C U R R EN T P R O T E C T I O N MO C P TR T T R I P L E T U B E DI R E C T C U R R E N T DC MA I N S W I T C H B O A R D MS B AB B R E V I A T I O N S NA C N O T I F I C A T I O N A P P L I A N C E C I R C U I T AN N U N C I A T O R AN N C FI R E A L A R M FA OC C U P A N C Y OC C BO L T E D P R E S S U R E S W I T C H BP S HI G H P R E S S U R E C O N T A C T S W I T C H HP C EL E C T R I C A L M E T A L T U B I N G EM T IN C A N D E S C E N T IN C D EX I S T I N G T O B E R E L O C A T E D (R ) FU T U R E (F ) EX I S T I N G T O R E M A I N (E ) EX I S T I N G T O B E D E M O L I S H E D (D ) EX I S T I N G T O B E A B A N D O N E D (A ) BA L L A S T F A C T O R BF FE E D T H R O U G H L U G S FT L TE R M I N A L R E H E A T B O X TR B LR A LO C K E D R O T O R A M P S S/ S ST A I N L E S S S T E E L No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 3 8 : 1 6 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E000ELECTRICALGENERALINFORMATIONSHEETDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner ReviewNo. Date Description DN RE F . 18 6 0 1 8 4 8 1 8 4 8 1 8 4 8 1 8 4 8 1 8 3 6 1 8 4 8 1 8 4 8 1 8 4 8 W1 1 C1 2 C12C12 C 1 2 C 1 2 C 1 2 C 1 2 C1 2 W 4 6 W 4 6 W3 4 W1 1 W3 4 W 4 6 W 4 6 1 8 4 8 1 8 4 8 18 4 8 18 4 8 S J J J J J J J J OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS O S OS OS OS OS OS OS OS OS OS OS OS OS OS OS J J J J J JJ J J J J J OS J J J J J J Me c h a n i c a l 01 2 St o r a g e R o o m 00 9 Li f e C y c l e T e s t i n g 02 1 Me c h a n i c a l & Su p p l y 02 2 Mo d e l S h o p 01 4 St o r a g e R o o m 01 5 Of f i c e 01 6 Gr i n d i n g 01 7 Cl e a n i n g R o o m 01 8 3D P r i n t i n g 01 9 Ba t h i n g Ex p e r i e n c e (F u t u r e ) 00 7 Ba t h i n g I n s t a l l & Te s t i n g 00 4 Pa c k a g e T e s t i n g 00 3 La b W o r k A r e a 02 3 W. I . P . 02 6 Se c u r e S t o r a g e 02 7 Op t i c a l 02 4 Pe n d i n g 02 5 A Of f i c e 02 9 Wa t e r S e r v i c e 03 1 El e c t r i c a l R o o m 03 0 Wo r k r o o m 03 2 Co r r i d o r 00 5 Ch a n g i n g (F u t u r e ) 00 6 W. R . R . 00 8 M. R . R . 01 0 ID F 01 3 Ja n . 01 1 In c o m i n g 02 5 La b O f f i c e s 02 8 A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 XA A TB F B H 3 B L 6 BL D P 2 TB B BL 5 TB C BL 8 BH 4 HM D P TB A B L D P 1 B L 1 BX U L 1 BH 1 TB D TB E B L 3 2 a a a a 6 7 5 3 1 OC LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV 7 e 5 e 6 7 e 3 3 b bb b b b 3 OC LV 1 T 6 4 1 1 1 6 3 6 7 c c c cc c c 6 3 6 7 OC OC OC c 3 3 3 OC OC b a OC OC BL 7 St a i r ST R 2 El e v a t o r EL E V 1 El e v a t o r EL E V 2 St o r a g e 03 3 Co r r i d o r 00 2 Pe d e s t r i a n Co n n e c t o r 00 1 St a i r ST R 1 RL 1 R L 1 RL 1 RL 1 RL 1 RL 1 RL 1 RL 1 RL 1 RL 1 R L 1 RL 1 RL 1 RL 1 RL 1 RL 1 RL 1 RL 1 R L 1 R L 1 SL 1 SL 1 SL 1 RL 1 RL 1 RL 1 RL 1 RL 2 RL 2 X RL 2 RL 2 SL 2 SL 2 X SL 2 RL 2 SL 2 S L 2 SL 2 S L 2 S L 2 X SL 2 SL 2 SL 2 SL 2 SL 2 SL 2 X S L 2 S L 2 SL 2 S L 2 SL 1 S L 1 RL 1 X RL 1 R L 1 RL 1 RL 1 RL 1 RL 1 RL 1 RL 1 RL 1 RL 1 RL 1 RL 1 RL 1 RL 1 RL 1 RL 1 RL 1 RL 1 RL 1 R L 1 RL 1 RL 1 RL 1 R L 1 RL 1 RL 1 RL 2 RL 2 RL 2 RL 2 SL 2 SL 2 SL 2 SL 2 SL 2 SL 2 SL 2 X SL 2 SL 2 SL 2 SL 2 X SL 2 SL 2 SL 2 SL 2 SL 2 SL 2 SL 1 X SL 1 S L 1 S L 1 X SL 1 SL 1 S L 1 SL 1 SL 1 S L 1 SL 1 S L 1 S L 1 SL 1 SL 1 SL 1 SL 1 SL 1 SL 1 SL 1 SL 1 X SL 1 SL 1 X SL 1 SL 1 SL 1 S L 1 X SL 1 SL 1 X SL 1 SL 1 SL 1 X SL 1 SL 1 SL 1 SL 1 X SL 1 X SL 1 X SL 1 SL 1 SL 1 SL 1 SL 1 SL 1 SL 1 SL 1 SL 1 SL 1 SL 1 S L 1 SL 1 SL 1 SL 1 X S L 1 S L 1 S L 1 X S L 1 S L 1 S L 1 X S L 1 SL 1 S L 1 SL 1 SL 1 SL 1 SL 1 SL 1 SL 2 SL 2 SL 2 SL 2 SL 2 SL 2 SL 2 S L 2 SL 2 S L 2 SL 1 SL 2 X SL 2 SL 2 S L 2 X S L 2 SL 2 RL 2 RL 2 BX H 1 CL 1 RL 1 R L 1 RL 1 RL 1 RL 1 RL 1 R L 1 RL 1 RL 1 RL 1 RL 1 BH 1 - 1 4 BH 3 - 2 1 BH 1 - 1 6 10 9 8 CL 1 CL 1 NL NL NL X1 X1 NL NL NL NLNL X1 X1 X1 NL N L NL NL NL X1 NL EM EM EM EM EM EM EM EM EM EM X1 X1 RL 1 EM EM RL 1 X NL NL EM X1 EM EM EM EM EM OC SL 1 X SL 1 X BH 1 - 1 8 El e v a t o r L o b b y 02 0 LC - 1 LC - 2 11 11 NL NL BL 6 - 2 8 11 BH 3 - 2 5 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 1 9 / 2 0 1 5 4 : 5 7 : 2 8 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E110LOWER LEVEL LIGHTING PLANDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner ReviewGENERAL NOTES:A. ALL ROOMS WITH TOUCHSCREEN AV/LIGHTING CONTROLLER SHALL ALSO HAVE STANDARD WIRED LIGHTING CONTROL WITH (0-110V) DIMMING AND SHALL OPERATE IN TANDEM WITH CRESTON CONTROL SYSTEM.CRESTON SYSTEM SHALL OVERRIDE.B. THE MANUFACTURER SUPPLYING OCCUPANCY SENSORS SHALL PROVIDE A SCALED DRAWING OF EACH FLOOR SHOWING LOCATIONS OF ALL OCCUPANCY SENSORS AND POWER PACKS. EACH UNIT SHOWN SHALL INCLUDE MODEL NUMBER, MOUNTING HE IGHT AND ORIENTATION IF APPLICABLE,FLOOR PLAN LAYOUTS. LAYOUTS SHALL INCLUDE ALL EQUIPMENT, FURNISHING AND OBSTRUCTION.MINIMUM NUMBER OF SENSORS INDICATED. PROVIDE ADDITIONAL SENSORS AS REQUIRED BASED ON MANUFACTURER'S LAYOUT WITH MINIMUM 20% OVERLAP IN COVERAGE.C. ALL TOGGLE SWITCHES FO R VACANCY MODE CONTROLLED AREAS SHALL BE LVS TYPE, (LOW VOLTAGE SWITCH).D. OCCUPANCY SENSOR MOUNTING : PROVIDE HANGER FOR ALL EQUIPMENT FROM DECK OR BUILDING STEEL WHERE CEILING DOES NOT EXIST. ROD (5/8" MIN.) IS ACCEPTABLE FOR SINGLE DEVICES MOUN TED IN 4" SQUARE BOX.E. SET LIGHTING CONTROL TO OCCUPANCY MODE FOR RESTROOMS AND COMMON AREAS.F. ALL WALL MOUNTED OCCUPANCY SENSORS SHALL BE COMBINATION OCCUPANCY SE NSOR AND SWITCH / DIMMER HUBBELL - LIGHT HAWK 2.CODED NOTES:1. WATER-TIGHT OCCUPANCY SENSOR IN THIS AREA AND FOR ALL RATED ROOMS.2. LIGHTING CONTROL CABINET.3. ROUGH-IN AND AND BLANK PLATE FOR FUTURE LIGHTING TOGGLE SWITCH. CONDUIT TO ABOVE ACCESSIBLE CEILING.4. PROVIDE (24) TYPE 'CL1' FIXTURES IN ELEVATOR SHAFT.PROVIDE 4-WAY TOGGLE SWITCHES AT EACH LEVEL AND ACCESS FOR CONTROL OF ALL FIXTURES ADJACENT TO OPENING ON SOUTH SHAFT. MOUNT ALL FIXTURES VERTICALLY(2) PER FLOOR SOUTH AND (2) PER FLOOR NORTH. NORTH ADD AN ADDITIONAL SET OF (4) TOTAL AT THE TOP OF THE SHAFT STARTING WITH FIXTURE END 4'FROM THE TOP EVENLY SPACE ALL FIXTURES. MINIMUM ILLUMINATANCE SHALL BE 17 F.C. USE CIRCUIT SHOWN ADJACENT TO CODED NOTE ON PLAN.5. ALL LIGHTING IN STAIRWELLS SHALL HAVE SELF CONTAINED BATTERY UNITS FOR EMERGENCY EGRESS AND BE CONNECTED TO THE SAME CIRCUIT. REFER TO LOWER LEVEL FOR CIRCUITING.6. ALL CORRIDOR LIGHTING AND AREAS INDICATED WITH THIS NOTE SHALL BE OCCUPANCY CONTROLLED. ALL OTHER AREAS SHALL BE VACANCY CONTROLLED.7. LIGHTING CONTROL DEVICES IN THIS AREA SHALL BE ZONED TOGETHER. ZONE I NDICATED ADJACENT THIS NOTE IS FOR REFERENCE AN D ZONING PURPOSES ONLY.8. LIGHTING CONTROLLER FOR EXTERIOR LIGHTING.PROVIDE ASTRONOMICAL CONTROLLER WITH PHOTOCELL ON ROOF. PROVIDE SUFFICEINT SPACE FOR (4) SPARE CIRCUITS WHILE CONNECTING TO (6)EXTERIOR EXISTING 277 VOLT CIRCUITS (PARKING LOT AND CONFIRM PRIOR TO ROUGH-IN) AND (4) 120 VOLT CIRCUITS (PATIO AREA), AND LIGHTING UNDER CANOPYS.9. ALL FIXTURES SHALL BE CONNECTED TO THIS SAME CIRCUIT IN THIS STAIRWELL. ACTIVATION OF ANY MOTION SENSOR ON EACH FLOOR SHALL TAKE FIXTURES FROM 10% TO 100%. (BH1-18 LOWER LEVEL FLOOR)10. ALL FIXTURES SHALL BE CONNECTED TO THIS SAME CIRCUIT IN THIS STAIRWELL. ACTIVATION OF ANY MOTION SENSOR ON EACH FLOOR SHALL TAKE FIXTURES FROM 10% TO 100%. (BH3-25 LOWER LEVEL FLOOR)11. LIGHT SWITCH ROUGH-IN, BLANK PLATE (SS) AND CONDUIT TO ABOVE CEILING.No. Date Description 11 11/20/15 BP#4 Addendum #2 1 / 8 " = 1 ' - 0 " 1 LO W E R L E V E L L I G H T I N G P L A N 11 11 UP S (0.75 ~ 9 0 , 0 0 0 ~ ~ 2 . 5 " ) (0.7 5 ~ 1 2 0 , 0 0 0 ~ ~ 2 . 5 " ) 1 8 4 2 G GG G OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS O S OS OS OS OS OS J OS J In t e r n a t i o n a l 11 0 Ve s t i b u l e 11 1 Sh o w r o o m 11 2 En t r y 11 3 Ki t c h e n 10 5 Ca f e 10 3 Re c e p t i o n 11 4 M. R . R . 11 6 W. R . R . 11 7 W. R . R . 10 7 M. R . R . 10 8 ID F 10 9 Ja n . 10 6 IT / E l e c 11 5 A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 XA A 1 H 2 1L 2 1K L 1 1H 1 1 L 1 2 LV LV LV LV LV OC LVLV LV LVLV LV LV LV LV LV LVLVLV OC OC 1L 4 OC 3 OC b b b b b b b b 7 b 6 13 12 13 11 c a a a a 6 3 LV LV L V T 10 9 8 1 T 109 1 T St a i r ST R 1 St o r a g e 11 8 At r i u m 10 4 St a i r ST R 2 El e v a t o r EL E V 2 El e v a t o r EL E V 1 Pe d e s t r i a n Co n n e c t o r 10 1 Co r r i d o r 10 2 St a i r ST R 3 RL 4 RL 4 RL 4 RL 4 X RL 4 RL 4 RL 4 RL 4 RL 4 RL 4 RL 4 RL 4 X RL 4 RL 4 RL 4 RL 4 RL 4 RL 4 RL 4 RL 4 RL 4 X RL 4 RL 4 RL 4 RL 4 RL 4 RL 4 RL 4 RL 4 RL 4 X RL 4 RL 4 X RL 4 X RL 4 X RL 4 RL 4 RL 4 RL 4 RL 4 RL 4 RL 4 RL 4 X RL 4 RL 4 X RL 4 RL 4 RL 4 RL 4 RL 4 X RL 4 RL 4 RL 4 RL 4 X RL 4 SL 1 SL 1 SL 1 SL 1 SL 1 SL 1 SL 1 14 15 SL 6 SL 6 SL 6 SL 6 SL 6 RL 7 R L 7 R L 7 R L 7 R L 7 RL 7 RL 7 RL 7 RL 7R L 7 R L 7 R L 7 R L 7 RL 7 RL 7 RL 7 RL 8 RL 8 RL 8 RL 8 R L 8 RL 8 RL 8 R L 8 R L 8 R L 8 RL 8 RL 8 RL 6 RL 6 RL 6 RL 6 RL 3 SL 1 1 SL 1 1 RL 3 RL 3 RL 3 RL 3 SL 1 1 SL 1 1 RL 3 SL 1 SL 9 SL 9 SL 9 SL 9 SL 6 SL 6 SL 6 SL 6 SL 9 S L 9 S L 9 S L 9 SL 7 SL 7 SL 7 SL 7 SL 7 SL 7 SL 7 SL 7 SL 6 SL 6 SL 6 SL 6 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 RL 4 SL 6 SL 6 SL 6 RL 6 RL 6 RL 6 RL 6 RL 6 RL 6 RL 6 RL 6 RL 6 RL 6 R L 6 RL 6 RL 6 RL 6 RL 6 RL 6 RL 6 RL 6 RL 6 RL 6 RL 6 RL 6 RL 6 RL 6 RL 6 RL 6 T T 1H 1 - 2 3 LV 1H 2 - 1 5 SL 3 SL 3 SL 3 SL 1 0 SL 1 0 RL 9 RL 9 RL 9 RL 9 1H 2 - 1 7 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 1 0 SL 1 0 SL 1 0 SL 1 0 SL 1 0 SL 1 0 S L 1 0 SL 1 0 SL 1 0 SL 1 0 SL 1 0 S L 1 0 S L 1 0 SL 1 0 SL 1 0 SL 9SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 6 SL 6 SL 6 SL 6 SL 6 SL 6 SL 6 SL 6 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 1 0 S L 1 0 S L 1 0 SL 1 0 SL 1 0 SL 1 0 SL 1 0 X2 X3 S EM X4 X3 R EM X3 S X3 R X3 R X4 X4 X4 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 S L 9 S L 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 6 SL 6 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 S L 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 8 SL 8 SL 8 SL 8 SL 8 SL 8 SL 8 SL 8 SL 8 SL 8 SL 8 SL 8 SL 8 SL 8 SL 8 SL 8 T SR 1 16 1L 1 - 1 3 1L 1 - 2 0 1L 1 - 2 1 17 18 NL NL SL 6 NL SL 6 NL NL NL NL RL 4 NL NL RL 4 NL NL NL X3 R 19 RL 6 X RL 6 X NL NL X2 RL 3 RL 9 RL 9 RL 4 RL 3 X NL RL 3 X NL RL 4 X RL 3 X NL RL 3 X RL 3 X NL RL 3 X X4 RL 7 X NL RL 7 X NL 1H 1 - 1 9 WL 3 WL 3 WL 3 WL 3 WL 3 WL 3 WL 3 WL 3 21 22 13 13 4 4 23 SL 1 3 SL 1 3 23 SL 1 3 23 SL 1 3 23 SL 1 3 23 SL 1 3 23 SL 1 3 23 SL 1 3 23 SL 1 3 23 SL 1 X SL 1 X SL 1 X SL 1 X a a a aa a a aa a aa aa a a aa a b SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 S L 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 S L 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 S L 9 SL 9 SL 9 S L 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 SL 9 b b b b NLNL b b b b bb bb b bb b b 2424 24 24 NLNL b b b b b b b b b b b b b b f f f b b b aaa a aa a a b b bb c c d d c c c c d d c cc d c d c c c c c c c d d c c, d c, d c, d 1H 1 - 1 0 SL 1 2 25 25 1L 2 - 1 5 1L 2 - 1 7 12 12 12 12 12 12 12 5 1L 1 - 3 4 CP 1 B - f CP 1 A - a SL 6 CP 1 B - g 1H 1 - 2 5 1H 2 - 1 9 1H 2 - 1 8 1H 2 - 1 6 CP 1 A - a CP 2 - a CP 2 - a CP 2 - c , g CP 2 - e , g CP 2 - h CP 2 - b , f CP 2 - d , g CP 3 - h CP 3 - a CP 3 - a CP 3 - f , g CP 4 - c CP 4 - a CP 4 - b CP 4 - d CP 4 - f CP 4 - e 13 7 b 7 a CP 3 - b , g (P E E R L E S S ) (DE L T A ) (B R I Z O ) CP 1 A - b CP 1 B - b CP 1 A - a CP 1 B - a CP 1 A - d CP 1 B - c CP 1 A - f CP 1 B - d CP 1 A - e CP 1 B - c CP 1 A - c CP 1 B - b CP 1 A - h CP 1 B - e CP 1 A - g CP 1 B - e 26 CP 3 - c , g CP 3 - d , g CP 3 - e , g 1H 1 - 2 7 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 2 / 1 / 2 0 1 5 2 : 1 9 : 4 0 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E111FIRST FLOOR LIGHTING PLANDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 1 / 8 " = 1 ' - 0 " 1 FI R S T F L O O R L I G H T I N G P L A N GENERAL NOTES:A. ALL ROOMS WITH TOUCHSCREEN AV/LIGHTING CONTROLLER SHALL ALSO HAVE STANDARD WIRED LIGHTING CONTROL WITH (0-110V) DIMMING AND SHALL OPERATE IN TANDEM WITH CRESTON CONTROL SYSTEM. CRESTON SYSTEM SHALL OVERRIDE.B. UPON POWER LOSS, ALL FIXTURES DESIGNATED AS EM SHALL COME ON TO FULL LIGHT OUTPUT REGARDLESS OF CURRENT STATE.C. SET LIGHTING CONTROL TO OCCUPANCY MODE FOR RESTROOMS AND COMMON AREAS.D. ALL WALL MOUNTED OCCUPANCY SENSORS SHALL BE COMBINATION OCCUPANCY SENSOR AND SWITCH /DIMMER HUBBELL - LIGHT HAWK 2.E. ALL TRACK LIGHTING SHALL BE CUSTOM CURVED.EXACT LAYOUT SHALL BE VERIFIED DURING SHOP DRAWINGS REVIEW.CODED NOTES:1. SWITCHES SHOWN IN THIS ORIENTATION FOR CLARITY. ALL TO BE LOCATED ON THE SAME FACE.2. LIGHTING CONTROL CABINET.3. ROUGH-IN AND AND BLANK PLATE FOR FUTURE LIGHTING TOGGLE SWITCH. CONDUIT TO ABOVE ACCESSIBLE CEILING.4. COORDINATE WITH LOCATION OF KITCHEN HOOD.5. PROVIDE JUNCTION BOX FOR BATHROOM MOCK-UP.MOCK-UP PROVIDED BY OWNER. COORDINATE LOCATION OF JUNCTION BO X WITH OWNER. PROVIDE RELAY FOR ON/OFF ONLY VIA CONTROLLER FOR THIS AREA.6. ALL CORRIDOR LIGHTING AND AREAS INDICATED WITH THIS NOTE SHALL BE OCCUPANCY CONTROLLED. ALL OTHER AREAS SHALL BE VACANCY CONTROLLED.7. LIGHTING CONTROL DEVICES IN THIS AREA SHALL BE ZONED TOGETHER. ZONE INDICATED ADJACENT THIS NOTE IS FOR REFERENC E AND ZONING PURPOSES ONLY.8. LOW VOLTAGE TIMER SWITCH: CONTROL OF 2ND FLOOR BALCONY LIGHTING. (1) LOCATION ON THIS FLOOR AND (2) LOCATIONS ON THE 2ND FLOOR.TIMERS SHALL BE PROGRAMMABLE AND HAVE (4)PRESET BUTTONS WITH 1,2,4 AND 10 HOUR OPTIONS.LABEL SWITCH "2ND FLOOR BALCONY".9. LOW VOLTAGE TIMER SWITCH: CONTROL OF 1ST FLOOR COURTYARD AREA LIGHTING. (2) LOCATIONS ON THIS FLOOR. TIMERS SHALL BE PROGRAMMABLE AND HAVE (4) PRESET BUTTONS WITH 1,2,4 AND 10 HOUR OPTIONS. LABEL SWITCH "COURTYARD LIGHTING".10. LOW VOLTAGE TIMER SWITCH: CONTROL OF 1ST FLOOR COURTYARD LANDSCAPE LIGHTING. (2)LOCATIONS ON THIS FLOOR. TIMERS SHALL BE PROGRAMMABLE AND HAVE (4) PRESET BUTTONS WITH 1,2,4 AND 10 HOUR OPTIONS. LABEL SWITCH "COURTYARD LANDSCAPE LIGHTING".11. GLPAC [CP1A, CP1B, CP2, CP3, CP4] - (8 CIRCUITS) FOR LIGHTING CONTROL. LOW VOLTAGE CONNECTION TO ALL PERIPHERAL DEVICES AND A/V SYSTEMS FOR CONTROL OF LIGHTING IN (4) SHOWROOM AREAS.VERTICALLY MOUNTED ON WALL.12. GENERAL LIGHTING IN THESE AREAS SHALL BE ZONED TOGETHER.13. LIGHTING CONTROL FOR SHOWROOMS SCENE CONTROLLER.14. ALL LIGHTING IN STAIRWELLS SHALL HAVE SELF CONTAINED BATTERY UNITS FOR EMERGENCY EGRESS AND BE CONNECTED TO THE SAME CIRCUIT. REFER TO LOWER LEVEL FOR CIRCUITING.15. ALL LIGHTING IN STAIRWELLS SHALL HAVE SELF CONTAINED BATTERY UNITS FOR EMERGENCY EGRESS AND BE CONNECTED TO THE SAME CIRCUIT. REFER TO LOWER LEVEL FOR CIRCUITING.16. TIMER SWITCH FOR CONTROL OF OUTSIDE FLOOD LIGHT IN MECHANICAL YARD FOR MAINTENANCE. SET FOR 2 HOURS. MOUNT 6' A.F.F. LABEL "MECHANICAL YARD".17. PROVIDE (3) CIRCUITS TO BE EXTENDED TO OUTDOOR LIGHTING UNDER BALCONY AND IN COURTYARD. REFER TO CONTROLS ON COLUMNS D10 AND G9.18. ROUTE LIGHTING CIRCUITS VIA LV LIGHTING CONTROLLERS.19. EMERGENCY LIGHTING IN THIS ROW OF FIXTURES,SHALL BE (1) 4' SECTION MINIMUM.20. COORDINATE ROUGH-IN LOCATION WITH ARCHITECT.(APPROXIMATE 9' - 0')21. EXTEND CIRCUIT TO SECOND FLOOR FIXTURES IN THIS AREA.22. LOW VOLTAGE SWITCH TO CONTROL LIGHTS ON COLUMNS OF 1ST AND 2ND FLOOR. CONTROL SEPERATELY LIGHTS MOUNTED IN CEILING IN THIS AREA.23. CONNECT TO NEAREST UNSWITCHED LIGHTING CIRCUIT. MOUNT BATTERY UNIT INSIDE UP HIGH AND ABOVE CEILING LINE IN ACCESSIBLE AREAS.COORDINATE LOCATION WITH ARCHITECT PRIOR TO ROUGHING-IN. PAINT BLACK WHERE NO CEILING EXISTS. FIXTURE SHALL COME ON AND ILLUMINATE EXIT PATH UPON POWER OUTAGE.24. THESE WALL SCONCES SHALL BE SWITCHED WITH THE SCONCES ABOVE.25. LIGHT SWITCH ROUGH-IN, BLANK PLATE(S) AND CONDUIT TO ABOVE CEILING.26. ROUTE (2) SPARE 277V LI GHTING CIRCUITS TO THIS AREA.No. Date Description 11 11/20/15 BP#4 Addendum #2 13 12/01/15 BP#4 Addendum #4 REPLACED SHEET ENTIRELY13 DN S OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS PS PS PS PSPS J J J J JJJ J J J J J J J JJJJ JJ J J J JJJJJ J At r i u m 20 4 Me e t i n g R o o m 21 3 Co n f e r e n c e R o o m 20 7 W. R . R . 21 0 M. R . R . 21 1 ID F 21 2 Bu s i n e s s C e n t e r 22 0 W. R . R . 22 1 IT / E l e c 22 2 M. R . R . 22 3 Ca t e r i n g S t a g i n g 21 8 Me e t i n g R o o m 21 5 AV C l o s e t 21 7 Co n f e r e n c e R o o m 20 6 Co n f e r e n c e R o o m 20 5 A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 XA A 2 H 2 2 L 2 2X U L 2 2 X U L 1 2L 3 2L 1 2H 1 2 El e v a t o r EL E V 2 El e v a t o r EL E V 1 St a i r ST R 2 Ja n . 20 9 Ve s t i b u l e 20 8 Me e t i n g R o o m 21 6 Br e a k - o u t A r e a 21 9 St a i r ST R 1 St o r a g e 20 3 St a i r ST R 3 Co r r i d o r 20 2 Pe d e s t r i a n Co n n e c t o r 20 1 Me e t i n g R o o m 21 4 LV LV 3 LV LV OC OC OC OC OC CS OC T CS CS CS CS CS CS CS CS44 4 4 T 3 3 1 1 111 RL 3 RL 3 R L 3 X RL 3 X RL 3 RL 3 RL 3 RL 3 RL 3 RL 3 X RL 3 RL 3 RL 3 X RL 3 RL 3 X RL 3 RL 3 X RL 3 RL 3 R L 3 SL 3 S L 3 WL 2 SL 1 SL 1RL 4 RL 4 SL 1 RL 4 X RL 4 RL 4 X RL 4 RL 4 RL 4 X RL 4 RL 4 X RL 4 RL 4 RL 4 RL 4 RL 4 RL 4 RL 4 RL 4 RL 4 RL 4 RL 4 SL 3 SL 3 SL 3 RL 4 X RL 4 RL 4 RL 4 RL 3 RL 3 RL 3 RL 3 RL 3 X RL 3 RL 3 RL 3 RL 3 X RL 3 RL 3 RL 4 X RL 4 X RL 4 RL 4 RL 4 X RL 4 RL 4 RL 3 RL 3 RL 3 R L 3 RL 3 X RL 3 RL 3 RL 3 RL 3 X R L 3 RL 3 RL 4 RL 4 X RL 4 RL 4 X R L 4 RL 4 R L 4 RL 4 RL 4 RL 4 X R L 4 RL 4 RL 4 RL 4 RL 4 RL 4 X R L 4 RL 4 R L 4 RL 4 RL 4 X RL 4 R L 4 RL 4 RL 4 RL 4 RL 4 X RL 4 RL 4 RL 4 R L 4 RL 4 X RL 4 RL 4 RL 4 RL 4 RL 4 RL 4 RL 4 X RL 4 RL 4 RL 4 RL 4 RL 4 RL 4 RL 4 X RL 4 RL 4 RL 4 RL 4 X RL 4 SL 4 SL 4 RL 4 RL 4 RL 4 RL 4 SL 4 SL 4 SL 4 SL 4 RL 4 SL 4 SL 4 CV L 1 CL V 1 CV L 1 CV L 1 CL V 1 CV L 1 RL 3 R L 3 X R L 3 RL 3 X RL 3 SL 3 S L 3 RL 3 RL 3 X R L 3 RL 3 X RL 4 RL 3 RL 3 RL 3 RL 3 RL 3 RL 3 X RL 3 X R L 3 RL 3 RL 3 RL 3 RL 3 RL 3 RL 4 RL 4 X RL 3 RL 3 X RL 3 X RL 3 RL 3 X RL 3 RL 3 X RL 3 SL 3 SL 3 RL 3 RL 3 R L 3 X RL 3 X RL 3 RL 3 RL 3 RL 4 RL 3 RL 3 X RL 3 X RL 3 R L 3 X R L 3 RL 3 RL 3 X RL 3 RL 4 RL 3 X RL 3 RL 3 RL 3 SL 3 S L 3 RL 3 RL 3 X RL 3 R L 3 X RL 3 RL 3 RL 3 RL 3 X R L 3 RL 4 RL 3 RL 3 RL 3 X 2 2L 4 2 RL 4 RL 4 RL 4 SL 1 S L 1 X3 S X3 S X6 X6 X3 S X3 R X3 R X3 R X3 S X3 R X3 S X3 S EM EM RL 3 R L 3 RL 3 RL 3 RL 3 RL 3 RL 3 RL 3 X RL 3 RL 4 X 2H 1 - 8 RL 4 2H 1 - 9 SL 1 S L 1 RL 3 R L 3 RL 3 SL 1 1 SL 1 1 RL 9 RL 3 RL 9 SL 1 1 SL 1 1 RL 3 RL 3 RL 3 2H 1 - 1 0 2H 1 - 1 1 2H 2 - 9 2H 1 - 1 3 RL 1 RL 1 RL 1 RL 3 SL 1 1 RL 9 SL 1 1 RL 3 SL 1 1 RL 9 SL 1 1 RL 3 RL 3 RL 3 X RL 3 X RL 3 RL 3 X RL 3 X RL 3 X 2H 2 - 8 2H 2 - 1 0 2H 2 - 1 1 SL 3 2H 2 - 1 2 (6 ) WL 3 WL 4 WL 3 WL 4 WL 3 W L 4 WL 4 WL 3 6 6 6 6 RL 1 R L 1 R L 1 RL 1 RL 1 RL 1 R L 1 R L 1 7 2H 2 - 7 8 NL NL NL NL NL NL NL RL 1 X NL NL RL 1 X NL NL NL NL RL 3 X RL 3 X NLNL NL NL NL RL 3 X RL 3 X NL NL 2L 1 - 1 9 9 NL N L WP WP 5 10 RL 4 RL 4 RL 4 R L 4 OC CV L 1 SL 1 X SL 1 X SL 1 X Pl a z a D e c k 22 4 NL NL 11 11 2L 1 - 2 9 a a a 2L 1 - 3 1 SL 5 A - 7 SL 5 B - 8 LV a a a a a aa a a 2L 1 - 3 0 a d dd dd d d d e e e e e e e e 2L 1 - 3 2 2L 2 - 2 0 1414 14 14 14 2L 2 - 1 7 2L 2 - 1 9 11 11 a a a a a aaaaa a a b e e c c c b b ee aa a a a dd ee aaaaa a a a a ee b b b b b b c c cc d d a aa a c bb c d a a a a ee aa a a e a d d d c bbbb c aaa a a e NL 1H 1 - 1 4 NL SE 1 SE 1 SE 1 S E 1 S E 1 S E 1 S E 1 S E 1 1H 1 - 1 2 12 12 12 12 12 12 12 12 13 13 a a a a a a a a aa a a a a a a a a a a a aa a bb a a aa a a bb a b b b b b b aaa a a aa aaa a a a aa a aaaa a a c a a a a a aa a c c ccbb b b b b SL 1 X BH 1 - 3 5 11 15 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 1 9 / 2 0 1 5 4 : 5 9 : 5 4 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E112SECOND FLOOR LIGHTING PLANDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 SE C O N D F L O O R L I G H T I N G P L A N GENERAL NOTES:A. ALL ROOMS WITH TOUCHSCREEN AV/LIGHTING CONTROLLER SHALL ALSO HAVE STANDARDWIRED LIGHTING CONTROL WITH (0-110V) DIMMING AND SHALL OPERATE IN TANDEM WITH CRESTON CONTROL SYSTEM. CRESTON SYSTEM SHALL OVERRIDE.B. PROVIDE PARTITION WALL SENSOR TO INTERFACE WITH LIGHTING CONTROLLER. COORDINATE WITH T112.C. SET LIGHTING CONTROL TO OCCUPANCY MODE FOR RESTROOMS AND COMMON AREAS.D. ALL WALL MOUNTED OCCUPANCY SENSORS SHALL BE COMBINATION OCCUPANCY SENSOR AND SWITCH /DIMMER HUBBELL - LIGHT HAWK 2.CODED NOTES:1. ROOM PARTITION SENSOR: PART OF LIGHTING CONTROL PACKAGE. SIGNAL SHALL PROVIDE CONTROL AS REQUIRED FOR LIGHTING AND A/V INTEGRATION.2. LIGHTING CONTROL CABINET.3. LOW VOLTAGE TIMER SWITCH: CONTROL OF 2ND FLOOR BALCONY LIGHTING. (2) LOCATIONS ON THIS FLOOR AND (1) LOCATION ON THE 1ST FLOOR. TIMERS SHALL BE PROGRAMMABLE AND HAVE (4)PRESET BUTTONS WITH 1,2,4 AND 10 HOUR OPTIONS.LABEL SWITCH "2ND FLOOR BALCONY".4. GLPAC - (4-8 CIRCUITS) FOR LIGHTING CONTROL.LOW VOLTAGE CONNECTION TO ALL PERIPHERAL DEVICES AND A/V SYSTEMS.5. WIRE BALCONY LIGHTING TO LOW VOLTAGE TIMER SWITCHES FOUND ON THIS FLOOR AND ON FIRST FLOOR. BOTTOM OF FIXTURE SHALL BE AT (AROUND)5' - 6". COORDINATE WITH ARCHITECT PRIOR TO ROUGH-IN.6. INSTALL WALL SCONCE ON COLUMN WITH LIGHT SOURCE FACING DOWNWARD TOWARD FLOOR.7. ALL LIGHTING IN STAIRWELLS SHALL HAVE SELF CONTAINED BATTERY UNITS FOR EMERGENCY EGRESS AND BE CONNECTED TO THE SAME CIRCUIT. REFER TO LOWER LEVEL FOR CIRCUITING.8. ALL LIGHTING IN STAIRWELLS SHALL HAVE SELF CONTAINED BATTERY UNITS FOR EMERGENCY EGRESS AND BE CONNECTED TO THE SAME CIRCUIT. REFER TO LOWER LEVEL FOR CIRCUITING.9. PROVIDE (1) CIRCUIT TO BE EXTENDED TO OUTDOOR LIGHTING ON BALCONY.10. SAME CIRCUIT AS FIRST FLOOR FIXTURES IN THIS AREA.11. LIGHT SWITCH ROUGH-IN, BLANK PLATE (S/S) AND CONDUIT TO ABOVE CEILING.12. FIXTURES SHALL DOWN LIGHT COLUMNS. PROVIDE MOUNTING BRACKET FROM MANUFACTURER SO FIXTURE IS MOUNTED EXACTLY THE DISTANCE OFF BUILDING AND AIMED AS REQUIRED BY MANUFACTURER TO OBTAIN DESIRED PHOTOMETRICS.13. CIRCUIT VIA 'LC-1' FOR CONTROL OF EXTERIOR LIGHTING CIRCUITS.14. TRANSFORMER / DRIVER FOR LED COVE LIGHTING.15. SIGN LIGHTS: PROVIDE (1) ROUGH-IN PER LETTER.CONTROL SHALL BE VIA CONTROLLER OPERATING DUSK-TO-DAWN LOCATED IN SAME ROOM AS PANEL VIA PHOTOCELL ON ROOF FACING NORTH ON NORTHWEST AREA OF ROOF.No. Date Description 11 11/20/15 BP#4 Addendum #211 11 R E F . R E F . S OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OSOS OS OSOS OS OS OS OSOS OS OS OS OS Ci r c u l a t i o n 30 2 St o r a g e R o o m 33 2 M. R . R . 33 1 W. R . R . 33 0 IT / E l e c 33 3 W. R . R . 31 3 M. R . R . 31 2 ID F 31 1 A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 XA A 3L 2 3 H 2 3H 1 3 L 3 3 L 1 2 El e v a t o r EL E V 2 El e v a t o r EL E V 1 Of f i c e 34 9 Of f i c e 34 8 Of f i c e 34 7 Of f i c e 32 1 Of f i c e 32 3 Of f i c e 32 5 Li b r a r y 32 7 Of f i c e 34 5 Of f i c e 34 6 Of f i c e 34 4 Of f i c e 34 3 Su p p l y C h a i n 35 0 El e v a t o r L o b b y 30 1 Of f i c e 32 6 Of f i c e 32 4 Of f i c e 32 2 Of f i c e 32 0 HR D e p t . 31 5 VP O f f i c e 31 8 Me e t i n g 31 7 Me e t i n g 31 0 Me e t i n g 30 8 Me e t i n g 30 7 Me e t i n g 30 9 St a i r ST R 1 Ki t c h e n e t t e 32 9 In t e r n a t i o n a l 33 4 Of f i c e 33 5 VP O f f i c e 33 6 Of f i c e 33 7 Of f i c e 33 8 Of f i c e 33 9 Of f i c e 34 2 Of f i c e 34 1 Of f i c e 34 0 Su p p l y C h a i n 35 0 St o r a g e 35 1 Of f i c e 30 6 E- B u s i n e s s 30 3 Of f i c e 30 5 Of f i c e 30 4 Ja n . 31 4 Of f i c e 31 6 OC OC LV OC OC OC OC OC OC OC OC LV OC OC OC OC OC OC OC OC LV OC LV LV T OC LV OC OC O C OC O C OC OC OC O C O C OC OC OC St a i r ST R 2 RL 1 R L 1 RL 9 SL 1 1 SL 1 1 RL 9 SL 1 1 SL 1 1 RL 3 RL 3 RL 3 RL 3 RL 3 RL 3 RL 3 X R L 3 X RL 1 SL 1 S L 1 SL 1 RL 2 R L 2 RL 2 R L 2 RL 2 RL 2 3H 2 - 1 0 RL 2 R L 2 RL 1 RL 1 R L 1 RL 1 RL 1 RL 1 RL 1 RL 1 R L 1 RL 1 R L 1 R L 1 RL 2 R L 2 RL 1 R L 1 RL 2 RL 2 RL 1 RL 2 RL 2 RL 2 R L 2 RL 1 RL 2 R L 2 RL 2 RL 2 RL 1 RL 2 RL 2 RL 2 R L 2 RL 1 RL 2 R L 2 RL 1 RL 1 RL 1 RL 1 R L 1 R L 1 RL 2 RL 2 RL 2 RL 2 RL 2 RL 2 RL 1 RL 1 RL 2 RL 2 RL 2 RL 2 RL 1 RL 1 RL 1 RL 1 RL 1 RL 1 R L 1 RL 1 R L 1 RL 1 RL 1 RL 1 RL 1 RL 1 3H 2 - 8 RL 1 R L 1 R L 1 R L 1 RL 1 RL 1 RL 1 RL 1 RL 1 RL 1 R L 1 R L 1 R L 1 R L 1 RL 1 RL 1 RL 1 RL 1 RL 1 R L 1 R L 1 R L 1 RL 1 R L 1 R L 1 R L 1 R L 1 RL 1 RL 1 RL 1 RL 1 R L 1 R L 1 R L 1 R L 1 R L 1 RL 1 3H 1 - 9 RL 1 R L 1 R L 1 R L 1 R L 1 RL 1 RL 1 RL 1 RL 1 RL 1 RL 1 RL 1 R L 1 R L 1 R L 1 R L 1 RL 1 RL 1 R L 1 R L 1 R L 1 R L 1 RL 1 RL 1 RL 1 RL 1 RL 1 R L 1 R L 1 R L 1 RL 1 RL 1 RL 1 RL 1 RL 1 RL 2 R L 2 R L 2 RL 2 RL 2 RL 2 RL 1 RL 1 RL 1 RL 2 RL 2 RL 2 R L 2 RL 2 R L 2 RL 1 RL 2 RL 1 RL 1 RL 1 RL 1 RL 1 RL 1 4H 1 - 3 3 RL 3 RL 1 RL 1 SL 1 S L 1 RL 9 RL 9 EM 3H 1 - 1 1 SL 1 RL 1 R L 1 RL 1 RL 1 RL 1 RL 1 RL 1 RL 1 RL 1 RL 1 RL 1 RL 1 RL 2 RL 2 RL 1 RL 1 RL 1 R L 1 RL 2 RL 1 RL 2 R L 2 R L 2 RL 2 RL 2 RL 2 RL 2 RL 2 R L 2 RL 2 R L 2 RL 2 EM X4 X4 X4 X4 X4 X4 X4 X4 RL 1 X RL 1 X RL 1 X RL 1 X RL 1 X RL 1 X RL 1 RL 1 RL 3 X RL 3 X 3H 2 - 1 2 3 1 4H 1 - 3 5 NL RL 1 X NL RL 1 X RL 1 X NL RL 1 X NL NL c NL RL 1 RL 1 X NL RL 1 X NL RL 1 X NL RL 1 X NL NL NL RL 1 X NL RL 1 X NL RL 1 X NL NL NL RL 3 X RL 3 X NL OC SL 1 X SL 1 X SL 1 X SL 1 X Ha l l 31 9 aa aaaa aa aaaaaaaaa aaa aaaaaaaaa bb bb bb bb bb bb bb bb bb bb bb bb bb b b b aaaaabb a b b bb cc cccccccccc c cc c c c c c c c c c c c c c c c 4 4 b a a c a a b c a a a 4 4 NL NL 3H 1 - 1 0 NL NL 3L 2 - 3 8 3L 2 - 4 0 aa a a b c c No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 4 0 : 5 1 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E113THIRD FLOOR LIGHTING PLANDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 TH I R D F L O O R L I G H T I N G P L A N GENERAL NOTES:A. ALL LIGHTING CONTROLS SHALL BE LOW VOLTAGE TYPE.B. OCCUPANCY SENSORS: MINIMUM QUANTITIES INDICATED ON PLANS. APPROXIMATE LOCATIONS INDICATED FOR MINIMUM COVERAGES. MANUFACTURER SHALL PROVIDE FLOOR PLAN LAYOUT OF ALL SENSORS AND CONTROL DEVICES. ALL OBSTRUCTIONS INCLUDING BU T NOT LIMITED TO WALLS,FURNITURE, ETC. SHALL BE INCLUDED WHEN OCCUPANCY SENSOR LOCATIONS ARE CALCULATED.C. SET LIGHTING CONTROL TO OCCUPANCY MODE FOR RESTROOMS AND COMMON AREAS.D. ALL MOUNTED OCCUPANCY SENSORS SHALL BE COMBINATION OCCUPANCY SE NSOR AND SWITCH / DIMMER HUBBELL - LIGHT HAWK 2.CODED NOTES:1. ALL FIXTURES SHALL BE CONNECTED TO THIS SAME CIRCUIT IN THIS STAIRWELL. ACTIVATION OF ANY MOTION SENSOR ON EACH FLOOR SHALL TAKE FIXTURES FORM 10% TO 100%. (BH3-25 LOWER LEVEL FLOOR)2. LIGHTING CONTROL CABINET.3. ALL FIXTURES SHALL BE CONNECTED TO THIS SAME CIRCUIT IN THIS STAIRWELL. (BH1-18 LOWER LEVEL FLOOR)4. LIGHT SWITCH ROUGHIN, BLANK PLATE STAINLESS STEEL AND CONDUIT TO ABOVE CEILING.No. Date Description OS A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 XA A LV LV 4L 4 St a i r ST R 2 Sh e l l S p a c e 40 1 St a i r ST R 1 El e v a t o r EL E V 2 El e v a t o r EL E V 1 4H 1 SL 1 S L 1 S L 1 SL 1 SL 1 S L 1 SL 1 SL 1 X SL 1 X SL 1 SL 1 X SL 1 SL 1 SL 1 SL 1 SL 1 SL 1 S L 1 S L 1 SL 1 SL 1 SL 1 SL 1 SL 1 4H 1 - 3 3 EM EM X5 X5 1 2 3 NL SL 1 NL NL NL EM EM NL NL 3 EM EM 4H 1 - 3 5 NL NL SL 1 X SL 1 X NL NL No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 4 0 : 5 8 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E114FOURTH FLOOR LIGHTING PLANDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 FO U R T H F L O O R L I G H T I N G P L A N GENERAL NOTES:A. ALL SUSPENDED FIXTURES ON THIS FLOOR SHALL BE HUNG AT 9' - 6" A.F.F.B. ALL DEVICES AND CONDUITS MAYBE SURFACE MOUNTED ON THIS LEVEL.C. NO MC CABLE BELOW 8' - 0".D. THIS IS AN UNOCCUPIED SPACE.E. SET OCCUPANCY SENSORS TO 1 HOUR.CODED NOTES:1. ALL FIXTURES SHALL BE CONNECTED TO THIS SAME CIRCUIT IN THIS STAIRWELL. ACTIVATION OF ANY MOTION SENSOR ON EACH FLOOR SHALL TAKE FIXTURES FORM 10% TO 100%. (BH1-18 LOWER LEVEL FLOOR)2. ALL FIXTURES SHALL BE CONNECTED TO THIS SAME CIRCUIT IN THIS STAIRWELL. ACTIVATION OF ANY MOTION SENSOR ON EACH FLOOR SHALL TAKE FIXTURES FORM 10% TO 100%. (BH3-25 LOWER LEVEL FLOOR)3. TO BE RELOCATED INTO FUTURE ELECTRICAL ROOM.No. Date Description DN RE F . 18 6 0 1 8 4 8 1 8 4 8 1 8 4 8 1 8 4 8 1 8 3 6 1 8 4 8 1 8 4 8 1 8 4 8 W1 1 C1 2 C12C12 C 1 2 C 1 2 C 1 2 C 1 2 C1 2 W 4 6 W 4 6 W3 4 W1 1 W3 4 W 4 6 W 4 6 1 8 4 8 1 8 4 8 18 4 8 18 4 8 T M G B M M ABCDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A.4 XA A H. 8 Me c h a n i c a l 01 2 St o r a g e R o o m 00 9 Li f e C y c l e T e s t i n g 02 1 Me c h a n i c a l & Su p p l y 02 2 Mo d e l S h o p 01 4 St o r a g e R o o m 01 5 Of f i c e 01 6 Gr i n d i n g 01 7 Cl e a n i n g R o o m 01 8 3D P r i n t i n g 01 9 Ba t h i n g Ex p e r i e n c e (F u t u r e ) 00 7 Ba t h i n g I n s t a l l & Te s t i n g 00 4 Pa c k a g e T e s t i n g 00 3 La b W o r k A r e a 02 3 W. I . P . 02 6 Se c u r e S t o r a g e 02 7 Op t i c a l 02 4 Pe n d i n g 02 5 A Of f i c e 02 9 Wa t e r S e r v i c e 03 1 El e c t r i c a l R o o m 03 0 Wo r k r o o m 03 2 Co r r i d o r 00 5 Ch a n g i n g (F u t u r e ) 00 6W. R . R . 00 8 M. R . R . 01 0 ID F 01 3 Ja n . 01 1 In c o m i n g 02 5 La b O f f i c e s 02 8 GF C I GF C I GF C I TB D BX U L 1 B H 3 B L 6 HM D P BH 1 E4 0 2 1 E4 0 2 2 E4 0 3 1 E4 0 3 2 B L 5 TB F B L 1 B L 3 TB C TB B EP O B H 4 B L 8 GF C I GF C I AC ACAC GF C I 4 2 2 2 2 22 3 2 2 DR I L L PR E S S MI L L LA T H E CO M P R E S S O R EQ U I P M E N T LA T H E MI L L BA N D SA W DR O P TE S T E R VI B R A T I O N TE S T E R CO M P R E S S I O N TE S T E R 12 12 6 8 9 10 11 13 5 9 10 11 13 7 B L 7 TB A B L D P 2 TB E B L D P 1 E4 0 4 3 BL 3 - 1 BL 3 - 2 'G W H - 1 ' 18 19 20 BL 3 - 3 BL 3 - 4 BL 3 - 5 BL 3 - 6 BL 3 - 7 BL 3 - 8 BL 3 - 9 BL 3 - 1 0 BL 3 - 1 1 B L 3 - 1 2 BL 3 - 1 3 BL 3 - 1 4 BL 3 - 1 5 'B D - 2 ' 'B D - 1 ' BL 1 - 1 9 BL 1 - 2 0 BL 1 - 1 5 BL 1 - 1 7 BL 1 - 3 0 BL 1 - 1 2 BL 1 - 1 3 BL 1 - 1 4 BL 1 - 1 6 BL 1 - 2 6 BL 1 - 1 8 BL 1 - 2 8 BL 1 - 2 4 BL 1 - 2 2 BL 1 - 2 3 BL 6 - 1 BL 6 - 2 2X U L 2 - 3 BL 6 - 4 BL 6 - 3 BL 6 - 6 BL 6 - 7 BL 6 - 9 BL 6 - 1 1 GF C I GF C I BL 6 - 1 3 BL 6 - 1 2 BL 6 - 1 0 BL 6 - 1 5 BL 3 - 3 1 BL 3 - 2 2 BL 3 - 3 0 BL 6 - 1 9 BL 6 - 2 5 BL 6 - 2 9 15 17 17 2 16 BL 6 - 3 7 BL 6 - 3 5 BL 6 - 3 3 BL 6 - 3 1 BL 6 - 3 9 BL 1 - 1 22 22 BL 6 - 8 BL 6 - 2 1 BL 6 - 2 7 BL 1 - 2 1 BL 1 - 2 5 BL 3 - 2 3 24 24 24 24 24 24 24 BL 3 - 1 8 BL 8 - 2 2 BL 6 - 1 7 23 2323 23 23 23 23 23 23 23 23 B X H 1 TB - B - 8 SE - 1 SE - 2 GW H - 1 EU H - 1 EU H - 1 EU H - 2 TB - B - 1 TB - B - 2 TB - B - 3 TB - B - 4 TB - B - 5 TB - B - 6 TB - B - 7 TB - B - 9 TB - B - 1 0 TB - B - 1 1 TB - B - 1 3 TB - B - 1 4 TB - B - 1 7 TB - B - 1 5 TB - B - 1 8 TB - B - 1 9 FC - B - 1 TB - B - 1 6 TF - 1 FC - B - 2 MC P - 1 EF - 1 1 BH 1 - 7 , 9 , 1 1 BH 1 - 1 , 3 , 5 TB - B - 1 2 BH 3 - 8 BH 3 - 1 , 3 , 5 BH 1 - 1 0 BH 1 - 6 BH 1 - 8 BH 3 - 2 , 4 , 6 BH 3 - 7 , 9 , 1 1 BH 3 - 1 0 BH 3 - 1 2 BH 1 - 1 2 BH 4 - 3 1 BL 6 - 2 0 EF - 1 FU T U R E EF EF - 2 BL 6 - 3 0 EF - 3 BL 6 - 3 2 BH 3 - 1 3 BH 1 - 4 BL 6 - 2 3 T 26 BL 1 - 9 , 1 1 'B D 1 ' 12 'B D 2 ' 'B D 2 ' BL 3 - 1 7 BL 3 - 1 6 BL 3 - 1 9 BL 8 - 4 , 6 TB E TB E 25 0 A FE E D E R 40 0 A FE E D E R RC P - 2 RC P - 1 BL 3 - 2 0 BL 3 - 2 1 28 AT S - 1 El e v a t o r EL E V 1 El e v a t o r EL E V 2 El e v a t o r L o b b y 02 0 St a i r ST R 2 St o r a g e 03 3 St a i r ST R 1 Co r r i d o r 00 2 Pe d e s t r i a n Co n n e c t o r 00 1 2X U L 2 - 1 14 BH 1 - 2 BL 7 - 1 30 BX U L 2 24 BL 6 - 5 GF C I BL 3 - 3 2 +4 8 " 25 BL 7 - 2 3 BL 7 - 1 4 10 D BX H 1 - 2 , 4 , 6 BX H 1 - 8 , 1 0 , 1 2 BL 1 - 2 9 32 BL 1 - 3 1 31 33 LC - 2 34 BH 3 - 1 4 LC - 1 TC - 1 BH 1 - 2 7 34 GF C I 1BL 3 - 3 4 27 27 27 27 21 29 11 11 11 11 11 11 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 1 9 / 2 0 1 5 5 : 0 0 : 1 8 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E120LOWER LEVEL POWER PLANDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 LO W E R L E V E L P O W E R P L A N CODED NOTES:1. PROVIDE RECEPTACLE IN SPACE FOR MICROWAVE.2. RECEPTACLES TO BE MOUNTED 6" BELOW WINDOW TO CENTER OF DEVICE.3. ALL CONVENIENCE OUTLETS IN THIS AREA SHALL INCLUDE USB TYPE RECEPTACLE.4. GARBAGE DISPOSAL: RECEPTACLE UNDER SINK AND SWITCH ABOVE COUNTER. E.C. SHALL PROVIDE CORD AND PLUG FOR DISPOSAL.5. STARLINE B400-T BUSWAY SYSTEM, 3PH-4W-120/208V.6. STARLINE B250-T BUSWAY SYSTEM, 3PH-4W-120/208V.7. TOP POWER FEED -TF400TS-4 SITS ON TOP OF BUSWAY.FIELD COORDINATE EXACT LOCATION.8. END FEED -EF225-4-10 WITH 10' INTEGRATED BUSWAY SECTION.9. MOUNT AT 10' A.F.F. TO BOTTOM.10. PROVIDE SUPPORTS EVERY 5'.11. FEED SHALL BE GFCI SHUNT TRIP CIRCUIT BREAKER. PROVIDE SAFETY KILL SWITCH AT DOOR.12. SAFETY EPO SWITCH FOR BUSYWAY SHALL TRIP 480V SHUNT TRIP CIRCUIT BREAKER FEEDING BUSWAY. EPO SHALL BE KEY RESET AND SHUNT TRIP SHALL BE MANUAL RESET AT CIRCUIT BREAKER.13. ALL SECTIONS SHALL HAVE A CONTINUOUS SHUTTER SYSTEM INTEGRAL TO BUSWAY, NON-REMOVABLE, WITH LOCK THAT REMAINS AS PART OF SYSTEM, NO TOOLS REQUIRED TO OPEN OR CLOSE. PORT SHALL BE 10" ON CENTER.14. EPO TO 'OPEN' AND 'CLOSE' POWER TO 'BL5', CONTROL POWER FROM 'BL6'.15. PRINTING ROOM MONITORS: RECEPTACLES MOUNTED 6"BELOW CEILING FOR FUTURE MONITORS.PROVIDE A SINGLE GANG BLANK BOX ROUGH-IN ADJACENT TO RECEPTACLE AND 1" CONDUIT TO ABOVE CEILING IN CORRIDOR '005' FOR SIGNAL CABLE. PROVIDE S/S BLANK PLATE.16. AIR DRYER: PROVIDE SIMPLEX RECEPTACLE AT 6'-0" A.F.F.OR ADJACENT TO DRYER. PROVIDE CORD AND PLUG AS REQUIRED.17. BATTERY OPERATED FLUSH VALVES AND FAUCETS. NO SCOPE FOR DIVISION 26.18. WATER HEATER CONTROL POWER: PROVIDE RECEPTACLE AT 84" A.F.F. SIMPLEX OUTLET.19. SUMP PUMPS.20. LIFT STATIONS.21. WALK-IN COOLER CONDENSER OUTSIDE, EVAPORATOR INSIDE. ROUTE POWER CIRCUIT VIA UNIT INSIDE TO OUTSIDE UNIT. ELECTRICALLY CONNECT BOTH UNITS.ROUTE (4) #16's INSIDE SAME CONDUIT FOR CONTROL.22. PROVIDE CIRCUIT ABOVE CEILING IN THIS AREA FOR "FUTURE AUTO-DOOR OPENER."23. ACCESS CONTROL: PROVIDE ELECTRICAL CONNECTION TO POWER SUPPLY ABOVE DOOR. PROVIDE TOGGLE SWITCH DISCONNECT AT UNIT. POWER SUPPLY PROVIDED WITH DOOR HARDWARE EQUIPMENT AND INSTALLED BY THIS CONTRACTOR.24. ROUTE A 120V DEDICATED CIRCUIT TO THIS LOCATION AFTER COORDINATING WITH THE MECHANICAL CONTRACTOR AND THE TEMPERATURE CONTROLS CONTRACTOR. PROVIDE 120V-24V CONTROL TRANSFORMER MOUNTED IN NEMA-1 ENCLOSURE MARK "TEMPERATURE CONTROLS TRANSFORMER". 24 V POWER TO ALL HVAC EQUIPMENT PROVIDED BY OTHERS.25. TEMPERATURE CONTROL PANEL / DDC CONTROLLER.PROVIDE POWER TO UNIT. COORDINATE WITH TCC /CONTRACTOR. ALL LV CABLING BY TCC.26. ELECTRICAL CONTRACTOR TO WIRE AND INSTALL LINE VOLTAGE THERMOSTAT FURNISHED BY MECHANICAL CONTRACTOR.27. ALL GENERAL PURPOSE RECEPTACLES IN THIS AREA SHALL BE GFCI TYPE.28. PROVIDE MOTOR RATED TOGGLE SWITCH IN NEMA TYPE 1 ENCLOSURE AND CONNECT AUQASTAT.29. DATA RACK RECEPTACLES.30. MOUNT VERTICALLY, APPROX. 30" EAST OF WALL SO UNIT IS ACCESSIBLE.31. PROVIDE CONNECTION TO HOOD FOR LIGHTS. MOUNT TOGGLE SWITCH FOR STARTER FOR EXHAUST FAN SERVING THIS HOOD.32. ROUTE CONDUIT DOWN WEST WALL AND ALONG NORTH WALL FOR (4) SURFACE MOUNTED RECEPTACLES (GFCI)6" ABOVE CONTER / BACK SPLASH. EVENLY SPACE (2)RECEPTACLES ON EACH SIDE OF SINK.33. PUMP CONTROLLER. PROVID E SINGLE POINT CONNECTION TO CONTROLLER. CONTROL PROVIDED BY PLUMBING CONTRACTOR. BOTH PUMPS MA Y RUN AT THE SAME TIME.34. EXTERIOR LIGHTING CONTACTOR: ROUTE THE FOLLOWING LIGHTING CIRCUITS VIA MECHANICALLY HELD CONTACTOR (LC-1) AND ROOF DOWN LIGHTING, 2ND FLOOR DOWN LIGHTING, SOUTH PARKING LOT LIGHTS, PATIO LIGHTS, AND LANDSCAPING LIGHTS. PROVIDE ASTRONIMICAL TIME CLOCK CONTROLLER (TC-1) AND PHOTOCELL (PC) ON ROOF FOR CONTROL. 7 - DAY, 15 HOLIDAY CONTROLLER WITH MANUAL OVERRIDE. THESE UNITS CAN BE COMBINED INTO ONE CONTROLLER.GENERAL NOTES:A. ALL RECEPTECLES, UNLESS NOTED OTHERWISE,SHOULD BE 48" A.F.F. EXCEPT OFFICE (029) AND LAB OFFICE (028).B. TRACK BUSWAY SYSTEM 1. BASIS OF DESIGN – STARLINE B400-T AND B250-T 120/208V 3P/4W.2. COLOR SILVER.3. PLUG-IN UNITS SHALL BE STARLINE E50 SERIES WITH LOCKING CAMS FOR POSITIVE LOCK ON BUS.4. (7) BREAKER POSITIONS (1) 1P-20A, (2) 3P-20A.5. TWIST LOCK RECEPTAC LES – SIZES AS NOTED HERE UNLESS NOTED ON DRAWINGS DIFFERENTLY.6. (2) TWIST-LOCK RECEPTACLES IN EACH PLUG – NEMA L17-20R EACH CONNECTED TO THE 3P BREAKER SEPARATELY.7. (2) 120v-20A CONVENIENCE RECEPTACLE IN EACH PLUG CONNECTED TO THE 20A CB.8. EXTRUDED ALUMINUM CONSTRUCTION.C. COVER PLATES: ALL SHALL BE S/S FOR ALL DEVICES, ALL DIVISIONS UNLESS SPECIFICALLY NOTED OTHERWISE.D. BASIC CONVENIENCE OUTLETS ARE SHOWN HERE.REFER TO ENLARGED PLANS FOR ADDITIONAL SCOPE.No. Date Description 11 11/20/15 BP#4 Addendum #2 11 11 UP S (0.75 ~ 9 0 , 0 0 0 ~ ~ 2 . 5 " ) (0.75 ~ 1 2 0 , 0 0 0 ~ ~ 2 . 5 " ) 1 8 4 2 G GG G T G B J J J J J J J J J J W P G F C I W P G F C I W P G F C I W P G F C I WP GF C I WP GF C I WP GF C I T G B WP GF C I WP GF C I J WP GF C I J J J J J J JJJ J J JJ J J J JJ J J J J J J J J J J J ABCDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X1 4. 3 A.4 XA A H. 8 In t e r n a t i o n a l 11 0 Ve s t i b u l e 11 1 Sh o w r o o m 11 2 En t r y 11 3 Ki t c h e n 10 5 Ca f e 10 3 Re c e p t i o n 11 4 M. R . R . 11 6 W. R . R . 11 7 W. R . R . 10 7 M. R . R . 10 8 ID F 10 9 Ja n . 10 6 IT / E l e c 11 5 GF C I GF C I GF C I GF C I GF C I GF C I 1H 2 1L 2 1K L 1 1 L 1 1H 1 1L 4 3 2 3 1 5 +9 6 " +9 6 " U U E4 0 4 1 E4 0 4 2 1L 4 - 1 1L 4 - 2 1L 4 - 4 1L 4 - 3 1L 4 - 5 1L 4 - 7 1L 4 - 6 1L 4 - 8 1L 4 - 9 1L 4 - 1 0 1L 4 - 1 4 1L 4 - 1 5 1L 4 - 1 7 1L 4 - 1 8 1L 4 - 1 9 1L 4 - 2 0 1L 4 - 2 1 1L 4 - 2 2 1L 2 - 1 1L 2 - 2 1L 2 - 3 1L 2 - 4 1L 2 - 5 1L 2 - 6 1L 2 - 7 2X U L 2 - 5 2X U L 2 - 7 1L 2 - 1 3 1L 1 - 2 1L 1 - 3 1L 1 - 4 BL 6 - 2 6 1L 1 - 6 1L 1 - 7 1L 1 - 9 1L 1 - 1 1 1L 1 - 1 2 2X U L 1 - 1 2X U L 1 - 3 1L 1 - 1 5 6 7 1L 1 - 1 6 1L 2 - 1 2 1L 1 - 3 3 1L 4 - 2 3 TB - 1 - 4 1K L 1 - 3 0 GF C I GF C I GF C I GF C I 1K L 1 - 3 4 1K L 1 - 3 2 1K L 1 - 3 6 1K L 1 - 3 8 5 5 5 5 5 5 5 5 5 5 St o r a g e 11 8 St a i r ST R 1 At r i u m 10 4 Pe d e s t r i a n Co n n e c t o r 10 1 Co r r i d o r 10 2 St a i r ST R 3 El e v a t o r EL E V 2 El e v a t o r EL E V 1 St a i r ST R 2 5 1L 1 - 1 0 1L 1 - 1 5 1L 1 - 8 5 5 5 5 5 5 10 10 1L 2 - 1 0 9 1L 2 - 1 1 9 1L 4 - 2 4 9 1L 1 - 1 4 9 1L 1 - 2 2 9 1L 4 - 2 5 9 1L 1 - 1 7 8 8 88 8 8 1L 1 - 1 8 8 8 8 1L 2 - 1 6 8 8 8 8 1L 2 - 9 8 8 8 TB - 1 - 2 TB - 1 - 3 TB - 1 - 9 TB - 1 - 1 3 TB - 1 - 1 4 TB - 1 - 1 0 TB - 1 - 1 5 TB - 1 - 7 TB - 1 - 5 TB - 1 - 8 TF - 2 TF - 3 FC - 1 - 1 1H 1 - 1 , 3 , 5 1H 1 - 7 1H 1 - 9 1H 1 - 2 TB - 1 - 1 1 1H 1 - 4 TB - 1 - 6 1H 1 - 1 1 TB - 1 - 1 2 1H 1 - 6 1H 1 - 1 3 1H 1 - 8 1H 2 - 1 , 3 , 5 1H 2 - 2 , 4 , 6 1H 2 - 7 TB - 1 - 1 1H 2 - 8 1H 2 - 9 1H 2 - 1 1 BL 6 - 2 2 , 2 4 1L 1 - 2 4 , 2 6 T 11 11 T 1L 2 - 1 4 5 5 1H 2 - 1 3 1H 2 - 1 4 1H 2 - 1 2 CU H - 1 CU H - 1 1H 1 - 1 5 1H 2 - 1 0 CU H - 2 1L 1 - 5 AC H - 1 CU H - 2 1H 1 - 1 7 11 13 1L 1 - 1 9 13 U TV TV U UTVU TV U UT V U TV U TV U 1 U U 1 1 4 U TV 1 1 TV TV TV 1 U TV 1 1 TV U U TV U TV U U U 1 U U TV TV TV TV TV GF C I WP WP 1L 2 - 1 2 14 17 17 1L 4 - 1 1 15 1L 4 - 1 2 15 1L 4 - 1 3 15 1L 4 - 1 6 1 1L 4 - 2 6 1L 4 - 2 7 1L 4 - 2 8 1L 4 - 2 9 16 GF C I 1L 1 - 3 5 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 4 2 : 3 3 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E121FIRST FLOOR POWER PLANDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 FI R S T F L O O R P O W E R P L A N CODED NOTES:1. FLOOR BOX: FLUSH, (1) 120V DEDICATED CIRCUIT, (4)GFCI RECEPTACLES, AND (0) DATA JACKS IN SHOW ROOM AREA.2. (2) 1" CONDUITS FROM FLOOR BOX DOWN ACROSS CEILING OF LOWER LEVEL AND UP INTO DATA CLOSET (RM. 115).3. ALL CONVENIENCE OUTLETS IN THIS AREA BELOW SHALL INCLUDE USB TYPE RECEPTACLE.4. ELEVATOR MAINTENANCE RECEPTACLE (GFCI) 5' ABOVE FLOOR LINE. CONNECT TO SAME CIRCUIT AS RECEPTACLE ABOVE IN SAME AREA.5. DIGITAL SIGNAGE. COORDI NATE LOCATION AND HEIGHT WITH A/V-T SHEETS. WHERE (2) RECEPTACLES ARE INDICATED, ONE RECEPTACLE IS MOUNTED AT STANDARD HEIGHT AND THE OTHER RECE PTACLE IS MOUNTED HIGHER FOR THE MONITOR.6. CIRCUITS FOR THIS AREA SHALL BE ROUTED DOWN THROUGH FLOOR FROM PANEL SERVING THIS AREA AND UP INTO WALL CAVITY.7. FOUNTAIN: EXTEND CIRCUITS UP THROUGH FLOOR INTO FOUNTAIN ASSEMBLY. CONNECTIONS TO BE EXTENDED LATER.8. ACCESS CONTROL: PROVIDE ELECTRICAL CONNECTION TO POWER SUPPLY ABOVE DOOR. PROVIDE TOGGLE SWITCH DISCONNECT AT UNIT. POWER SUPPLY PROVIDED WITH DOOR HARDWARE EQUIPMENT AND INSTALLED BY THIS CONTRACTOR.9. ROUTE A 120V DEDICATED CIRCUIT TO THIS LOCATION AFTER COORDINATING WITH THE MECHANICAL CONTRACTOR AND THE TEMPERATURE CONTROLS CONTRACTOR. PROVIDE 120V-24V CONTROL TRANSFORMERMOUNTED IN NEMA-1 ENCLOSURE MARKED "TEMPERATURE CONTROLS TRANSFORMER". 24V POWER TO ALL HVAC EQUIPMENT PROVIDED BY OTHERS.10. TEMPERATURE CONTROL PANEL / DDC CONTROLLER.PROVIDE POWER TO UNIT. COORDINATE WITH TCC /CONTRACTOR. ALL LV CABLING BY TCC.11. ELECTRICAL CONTRACTOR TO WIRE AND INSTALL LINE VOLTAGE THERMOSTAT FURNISHED BY MECHANICAL CONTRACTOR.12. FROM WIREWAY BELOW PANEL ROUTE (8) SPARE 1-1/4" CONDUITS STUBBED TO BELOW FLOOR. PLACE 12"X24"X8" BOX TIGHT TO UNDERSIDE OF DECK BELOW.SECURE ALL CONDUITS INTO BOX. ROUTE ALL CIRCUITS INDICATED ON THIS PLAN FROM THE PANEL DIRECTLY TO LOADS, NOT VIA THIS BOX.13. DATA RACK RECEPTACLES.14. DEVICE HTS IN THIS AREA SHALL BE BASED ON THE RAISED FLOOR AREA.15. DISPLAY GFCI OUTLET. DEDICATED 120V / 20A CIRCUIT FROM PANEL '1L4'.16. ROUTE 1" CONDUIT UP THROUGH FLOOR TO UNDER RAISED FLOOR WITH (4) 120V CIRCUITS FROM '1L4' TO SERVE DISPLAYLOADS ON AND ADJA CENT TO RAISED FLOOR.17. WALL MOUNTED GFCI RECEPTACLE FOR DISPLAY UNIT.GENERAL NOTES:A. DISPLAY CIRCUITS TO BE EXTENDED TO THE DISPLAYS ROUGH-IN DISPLAY CIRCUITS TO ABOVE FLOOR ONLY.CIRCUITS TO BE EXTENDED LATER.No. Date Description DN S 4 8 1 5 b a s e 4 8 1 5 b a s e 2 4 d w r b a s e 2 4 d w r b a s e 30 3 0 s n k b a s e 33 3 0 b a s e 33 3 0 b a s e 30 3 0 b a s e fil l / s c r i b e fi l l / s c r i b e 24 4 8 2 4 4 8 2 4 4 8 2 4 4 8 2 4 3 0 D H C C C CD JJ J ABCDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X1 4. 3 A.4 XA A H. 8 At r i u m 20 4 Me e t i n g R o o m 21 3 Co n f e r e n c e R o o m 20 7 W. R . R . 21 0 M. R . R . 21 1 ID F 21 2 Ja n . 20 9 Bu s i n e s s C e n t e r 22 0 W. R . R . 22 1 IT / E l e c 22 2 M. R . R . 22 3 Ca t e r i n g S t a g i n g 21 8 Me e t i n g R o o m 21 5 AV C l o s e t 21 7 Co n f e r e n c e R o o m 20 6 Co n f e r e n c e R o o m 20 5 GF C I GF C I GF C I GF C I GF C I 2L 2 2H 2 2 L 1 2 H 1 2 L 3 2X U L 1 2 X U L 2 Br e a k - o u t A r e a 21 9 E4 0 4 4 2L 4 2L 1 - 2 2L 1 - 3 2L 1 - 4 2L 1 - 6 2L 1 - 5 2L 2 - 1 2L 2 - 2 2L 1 - 1 2X U L 1 - 5 2X U L 1 - 7 2L 1 - 7 2L 1 - 8 2L 1 - 9 2L 2 - 3 2L 2 - 4 2L 2 - 5 2L 1 - 1 1 2L 1 - 1 2 2L 1 - 1 3 2L 2 - 6 2L 4 - 2 2L 4 - 1 2L 2 - 7 2X U L 2 - 9 2X U L 2 - 1 1 2L 1 - 1 0 2L 1 - 1 4 2323232323 23 23 23 23 23 23 2L 4 - 3 2L 4 - 4 2L 4 - 5 2L 4 - 6 2L 1 - 1 6 12 24 24 17 17 17 17 2L 2 - 9 17 17 17 29 2L 2 - 8 28 2L 2 - 1 5 28 2L 1 - 2 3 28 2L 1 - 2 1 28 2L 1 - 1 5 28 2L 1 - 2 5 28 26 26 25 25 25 2L 1 - 1 8 27 27 27 27 27 27 27 27 2L 1 - 1 7 27 27 2L 2 - 1 0 27 27 27 27 27 TB - 2 - 1 TB - 2 - 2 TB - 2 - 3 TB - 2 - 4 TB - 2 - 6 TB - 2 - 7 TB - 2 - 9 TB - 2 - 1 1 TB - 2 - 1 2 TB - 2 - 1 6 TB - 2 - 5 TB - 2 - 8 TB - 2 - 1 4 TB - 2 - 1 5 TB - 2 - 1 0 2H 1 - 1 2H 1 - 2 2H 1 - 3 TB - 2 - 1 7 2H 1 - 4 TB - 2 - 1 3 2H 1 - 5 2H 1 - 6 2H 2 - 1 2H 2 - 3 2H 2 - 5 2H 2 - 2 2H 2 - 4 TF - 5 2L 3 - 2 30 30 TF - 4 2L 2 - 1 3 FC - 2 - 2 2L 3 - 4 , 6 2H 2 - 6 Ve s t i b u l e 20 8 Pl a z a D e c k 22 4 El e v a t o r EL E V 2 El e v a t o r EL E V 1 Me e t i n g R o o m 21 4 Me e t i n g R o o m 21 6 St a i r ST R 1 St o r a g e 20 3 St a i r ST R 3 Pe d e s t r i a n Co n n e c t o r 20 1 Co r r i d o r 20 2 St a i r ST R 2 At r i u m 20 4 2H 1 - 7 CU H - 2 CU H - 2 T T F C - 2 - 1 31 32 29 5 5 2L 2 - 1 1 CU H - 2 CU H - 2 32 33 U U U UU U U UU TVU U TV U U U U U U U U UUUUU U U GF C I 2L 1 - 2 0 2L 2 - 1 2 2L 1 - 2 8 2L 1 - 2 7 GF C I GF C I 11 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 1 9 / 2 0 1 5 5 : 0 1 : 3 4 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E122SECOND FLOOR POWER PLANDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 SE C O N D F L O O R P O W E R P L A N CODED NOTES:1. AV EQUIPMENT RACKS LOCATION. PROVIDE SLEEVES THROUGH FLOOR AND PA THWAY OVERHEAD. 120V CIRCUITS WITH NEMA 5-20R 20A RECEPTACLES.2. CEILING-MOUNTED PROJECTOR LOCATION (APPROXIMATE). 120V POWER FLEXIBLE CONDUIT.AV CABLE PATHWAY TO AV RACK LOCATION.PROJECTOR CENTERED ON SCREEN.3. RECESSED CEILING-MOUNTED 16:10, 113" DIAGONAL PROJECTION SCREEN LOCATION (APPROXIMATE). 120V POWER FLEXIBLE CONDUIT AT AUDIENCE LEFT SIDE OF SCREEN. AV CABLE PATHWAY TO AV RACK LOCATION. SCREEN CENTERED ON ROOM.COORDINATE WITH ARCHITECTURAL CEILING PLANS.4. SINGLE GANG WALLBOX FOR PROJECTION SCREEN LOW VOLTAGE OVER-RIDE SWITCH. INSTALL AT STANDARD SWITCH HEIGHT.5. TWO-GANG WALLBOX FOR AV TOUCH SCREEN CONTROLLER. AV CABLE PATHWAY TO AV RACK LOCATION. INSTALL AT 60" AF F. REFER TO ADDITIONAL NOTE FOR CONTROLLER.6. NOT USED.7. TWO-GANG WALLBOX/LOW-VOLTAGE RING FOR WALL-PLATE TRANSMITTER. AV CABLE PATHWAY TO AV RACK LOCATION.8. AV/LIGHTING CONTROLLER PANEL (WIRED) CRESTRON 'TSW-750, 7" DISPLAY AND DOCKING STATION MOUNTED AT STANDARD SWITCH HEIGHT.9. AV/LIGHTING CONTROLLER PANEL (WIRELESS)CRESTON 'TST-902, 7" DISPLAY AND DOCKING STATION. MOUNT AT NORMAL SWITCH HEIGHT.10. CEILING SPEAKERS: AV CABLE PATHWAYS BETWEEN SPEAKERS WITH ONE HOME-RUN PATHWAY PER ZONE TO AV RACK LOCATION.11. SINGLE-GANG WALLBOX FOR MICROPHONE PLATE.INSTALL AT TYPICAL OUTLET HEIGHT.12. A/V RACK LOCATED ON SECOND FLOOR PROVIDE MINIMUM OF (6) DEDICATED 120V/20A CIRCUITS.13. SINGLE-GANG WALLBOX FOR WIRELESS MICROPHONE ANTENNAS WITH PATHWAY TO AV RACK LOCATION.INSTALL 1'-6" BELOW FINISHED CEILING.14. SINGLE-GANG WALLBOX FOR OUTDOOR SURFACE-MOUNT SPEAKER. CABLE PATHWAYS BETWEEN SPEAKERS WITH ONE HOME-RUN PATHWAY TO AV RACK LOCATION. EXACT MOUNTING HEIGHT TO BE COORDINATED WITH ARCHITECT.15. SINGLE-GANG WALLBOX FOR INDOOR SURFACE MOUNT SPEAKER. CABLE PATHWAYS BETWEEN SPEAKERS WITH ONE HOME RUN PATHWAY TO AV RACK LOCATION.EXACT MOUNTING HEIGHT TO BE COORDINATED WITH ARCHITECT.16. SINGLE-GANG WALLBOX/LOW-VOLTAGE RING FOR CAT6 SHIELDED AV NETWORK CABLE. AV CABLE PATHWAY TO AV RACK LOCATION. INSTALL AT HEIGHT TBD.(REQUIRED)17. DIGITAL SIGNAGE MONITOR LOCATION. 120V POWER AND NETWORK CABLE INSTALLED ABOVE MONITOR HEIGHT.COORDINATE WITH AV DRAWING.18. THIS LOCATION AS NOTED, SHOULD BE PROVISION ONLY. ALL INFRASTRUCTURE SHALL BE INSTALLED.NO HARDWARE TO BE PROVIDED.19. DISPLAY MONITOR ON CART : NOMINAL 70" COMMERCIAL DISPLAY, AFFIXED TO CART WITH LOCKABLE WHEELS,SHELVES, POWER STRIP WITH 6' CORD, UMBILICAL CORD, WIRED RECEIVER, AND PATCH CABLE.20. POKE THROUGH: META LIC FLANGES AND COVER.ACCESSIBLE PORTS. JACK (RECEIVER) SHIELDED R543-BLUE. JACK (TRANSMITTER) FOR AV COMPONENT HDMI.POWER 120V.20A (2 UNITS PER CIRCUIT ONLY). JACK-HOUSE DATA.21. 4 SQUARE DEEP BOX WITH METALIC FLANGES AND COVER.ACCESSIBLE PORTS. JACK (RECEIVER) SHIELDED R543-BLUE. JACK (TRANSMITT ER) FOR AV COMPONENT HDMI.POWER 120V/20A (2 UNITS PER CIRCUIT ONLY). JACK-HOUSE DATA.22. PARTICIAN WALL SENSOR: CEILING MOUNTED. LOCATE TO GIVE OPEN STATUS OF WALL WHEN 60% OPEN.UNIT PROVIDED SHALL MATCH LIGHTING SENSORS ON PROJECT. COORDINATE WITH LIGHTING SUPPLIER.REQUIRED TO INTERFACE WITH CRESTRON AV/LIGHTING CONTROLLER. RS 232 PORTS. PROVIDE CONNECTION TO CRESTRON SYSTEM. TWO PER LOCATION.23. AUTOMATIC BLINDS: (PART OF ALTERNATE BID)CONTROLLED BY CRESTON SYSTEM AND PROGRAMMED BY LIGHTING AS PART OF THIS CONTRACT. PROVIDE A COMPLETE AUTOMATIC BLIND CONTROL SYSTEM FOR ALL WINDOW BLINDS ON THE SOUTH WALL THAT OPEN UP INTO CONFERENCE SPACE. BLINDS SHALL BE AUTO-CORRECTING AND LEVELING. PROVIDE POWER, CONTROL, ETC. AS REQUIRED FOR TOTAL CONTROL. CONTRACTOR SHALL ENGAGE A WINDOW BLIND MANUFACTURER TO DESIGN SYSTEM AS INDICATED. PROVIDE CIRCUITS FROM PANELS '2L1'AND '2L2' BASED ON QUANTITY OR CIRCUITS RECOMMENDED FROM MANUFACTURER.24. CEILING MOUNTED RECEPTACLE FOR OVERHEAD FIXED PROJECTOR. MOUNT IN PROJECTOR ASSEMBLY.COORDINATE WITH AV DRAWINGS.25. PROVIDE RECEPTACLE INSIDE FLOOR BOX. REFER TO AND COORDINATE WITH AV PLANS FOR FLOOR BOX SPEC.26. PROVIDE POWER CONNECTION TO OVER HEAD SCREEN. COORDINATE AV DRAWINGS FOR CONTOL SYSTEM.27. ACCESS CONTROL: PROVIDE ELECTRICAL CONNECTION TO POWER SUPPLY ABOVE DOOR. PROVIDE TOGGLE SWITCH DISCONNECT AT UNIT. POWER SUPPLY PROVIDED WITH DOOR HARDWARE EQUIPMENT AND INSTALLED BY THIS CONTRACTOR.28. ROUTE A 120V DEDICATED CIRCUIT TO THIS LOCATION AFTER COORDINATING WITH THE MECHANICAL CONTRACTOR AND THE TEMPERATURE CONTROLS CONTRACTOR. PROVIDE 120V-24V CONTROL TRANSFORMER MOUNTED IN NEMA-1 ENCL OSURE MARKED "TEMPERATURE CONTROLS TRANSFORMER". 24V POWER TO ALL HVAC EQUIPMENT PROVIDED BY OTHERS.29. TEMPERATURE CONTROL PANEL / DDC CONTROLLER.PROVIDE POWER TO UNIT. COORDINATE WITH TCC /CONTRACTOR. ALL LV CABLING BY TCC.30. ELECTRICAL CONTRACTOR TO WIRE AND INSTALL LINE VOLTAGE THERMOSTAT FURNISHED BY MECHANICAL CONTRACTOR.31. INTERIOR UNIT CONNECTED TO EXTERIOR UNIT ON ROOF. COORDINATE CONNECTION WITH MECHANICAL CONTRACTOR.32. DATA RACK RECEPTACLES.33. ELEVATOR MAINTENANCE RECEPTACLE (GFCI) 5' ABOVE FLOOR LINE. CONNECT TO SAME CIRCUIT AS RECEPTACLE ABOVE IN SAME AREA.GENERAL NOTES:A. ALL RECEPTACLES IN JANITORS CLOSETS, ELECTRICAL AND IDF ROOMS SHALL BE GFCI AND MOUNTED AT + 48" A.F.F.B. ALL ROUGH-IN BOX LOCATIONS, FUNCTIONALITY, AND TYPES SHALL BE REVIEWED BY OWNER, ENGINEER, AND ARCHITECT ON SITE WITH CONTRACTOR PRIOR TO ROUGHING-IN. WRITTEN APPROVAL SHALL BE OBTAINED BY ELECTRICAL CONTRACTOR PRIOR TO PROCEEDING. ALL LOCATIONS SHALL BE MARKED ON WALLS ACCURATELY AND LABELED.No. Date Description 11 11/20/15 BP#4 Addendum #2 R E F . R E F . S J J J J J J J J J J J JJ J J J WP GFCI ABCDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXF XHXJ XMXN XQXSXU X2 X3 X1 4. 3 A. 4 XA A H. 8 Ci r c u l a t i o n 30 2 St o r a g e R o o m 33 2 M. R . R . 33 1 W. R . R . 33 0 IT / E l e c 33 3 W. R . R . 31 3 M. R . R . 31 2 ID F 31 1 GF C I GF C I GF C I GF C I GF C I 3 H 2 3L 2 3H 1 3L 1 3L 3 Of f i c e 32 6 Of f i c e 32 4 Of f i c e 32 2 Of f i c e 32 0 Of f i c e 32 1 Of f i c e 32 3 Of f i c e 32 5 Li b r a r y 32 7 HR D e p t . 31 5 VP O f f i c e 31 8 Me e t i n g 31 7 Of f i c e 31 6 Me e t i n g 30 9 Me e t i n g 30 7 Me e t i n g 30 8 Me e t i n g 31 0 El e v a t o r L o b b y 30 1 El e v a t o r EL E V 1 El e v a t o r EL E V 2 Of f i c e 34 7 Of f i c e 34 8 Of f i c e 34 9 Of f i c e 34 6 Of f i c e 34 5 Of f i c e 34 3 Of f i c e 34 4 Su p p l y C h a i n 35 0 VP O f f i c e 33 6 Of f i c e 33 5 In t e r n a t i o n a l 33 4 Of f i c e 30 6 E- B u s i n e s s 30 3 Of f i c e 30 5 Of f i c e 30 4 St a i r ST R 2 Ja n . 31 4 St a i r ST R 1 Ki t c h e n e t t e 32 9 St o r a g e 35 1 Of f i c e 34 2 Of f i c e 34 1 Of f i c e 34 0 Of f i c e 33 7 Of f i c e 33 8 Of f i c e 33 9 3L 2 - 2 1 3L 2 - 2 4 3L 2 - 2 2 3L 2 - 1 3 3L 2 - 1 7 3L 2 - 1 5 3L 2 - 1 3L 2 - 3 3L 2 - 5 3L 2 - 1 0 3L 2 - 1 2 3L 2 - 8 3L 2 - 6 3L 2 - 2 3L 2 - 4 3L 2 - 1 1 3L 2 - 9 3L 2 - 7 3L 2 - 1 4 3L 2 - 1 6 3L 2 - 1 8 3L 2 - 2 3 2X U L 2 - 1 3 2X U L 2 - 1 5 3L 2 - 2 6 3L 2 - 3 4 3L 2 - 3 6 3L 2 - 3 8 3L 1 - 1 3L 1 - 3 3L 1 - 5 3L 1 - 2 3L 1 - 4 3L 1 - 6 3L 1 - 8 3L 1 - 1 2 3L 1 - 1 0 3L 1 - 1 6 3L 1 - 1 8 3 L 1 - 1 4 3L 1 - 2 0 3L 1 - 2 2 3L 1 - 2 4 3L 1 - 2 6 3L 1 - 2 8 3L 1 - 3 0 3L 1 - 7 3L 1 - 9 3L 1 - 1 1 3L 1 - 1 3 3L 1 - 1 5 3L 1 - 1 7 3L 1 - 1 9 3L 1 - 2 1 3L 1 - 2 3 3L 1 - 2 5 3L 3 - 2 3L 3 - 6 3L 3 - 5 3L 3 - 9 3L 3 - 7 3L 3 - 1 3 2X U L 1 - 1 1 2X U L 1 - 9 3L 2 - 3 2 3L 1 - 3 2 3L 1 - 2 7 3L 1 - 3 4 3L 3 - 1 0 3L 3 - 1 2 3L 2 - 2 0 3L 3 - 3 6 3L 2 - 2 8 5 3L 2 - 2 5 5 3L 3 - 1 8 5 3L 3 - 2 0 5 3L 3 - 1 5 53L 3 - 1 7 5 3L 1 - 2 9 3L 2 - 3 0 4 4 4 4 TB - 3 - 2 TB - 3 - 1 TB - 3 - 3 TB - 3 - 4 TB - 3 - 5 TB - 3 - 7 TB - 3 - 8 TB - 3 - 2 1 TB - 3 - 2 3 TB - 3 - 1 5 TB - 3 - 1 1 TB - 3 - 9 TB - 3 - 1 0 TB - 3 - 1 2 TB - 3 - 1 3 TB - 3 - 1 4 TB - 3 - 1 6 TB - 3 - 1 7 TB - 3 - 1 8 TB - 3 - 1 9 TB - 3 - 2 0 TB - 3 - 2 2 CU H - 2 CU H - 2 TF - 7 3H 2 - 3 , 5 , 7 3H 1 - 2 3H 1 - 3 3H 2 - 1 3 3H 2 - 1 4 3H 1 - 5 3H 1 - 4 TB - 3 - 6 3H 1 - 7 3H 1 - 6 3H 1 - 8 3H 2 - 9 3H 2 - 1 1 3H 2 - 2 3H 2 - 1 3H 2 - 4 TF - 6 3H 2 - 6 3L 3 - 1 9 3L 2 - 2 7 7 7 3 3 3 3 3 3 3 T T 8 8 3L 2 - 1 9 3L 3 - 4 3L 3 - 2 1 3L 3 - 1 6 3L 2 - 3 1 3L 3 - 1 4 3L 3 - 8 9 3L 1 - 3 6 10 GF C I 3L 3 - 1 1 3L 3 - 1 U U U U 3L 1 - 3 8 3L 2 - 2 9 TV U UU U U TV 3L 2 - 3 3 3L 2 - 3 5 TV U U TV T V UUTV 2 2 22 3L 2 - 3 9 11 +4 8 " GF C I 3L 3 - 2 2 3 3 3 3 3 3 3 3 3L 3 - 2 3 3L 3 - 2 4 GF C I GF C I 11 Ha l l 31 9 3L 3 - 2 5 12 3L 3 - 2 6 11 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 1 9 / 2 0 1 5 5 : 0 1 : 4 5 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E123THIRD FLOOR POWER PLANDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner ReviewGENERAL NOTES:A. ALL ROUGH-IN BOX LOCATIONS, FUNCTIONALITY, AND TYPES SHALL BE REVIEWED BY OWNER, ENGINEER AND ARCHITECT ON SITE WITH CONTRACTOR PRIOR TO ROUGHING-IN.WRITTEN APPROVAL SHALL BE OBTAINED BY ELECTRICAL CONTRACTOR PRIOR TO PROC EEDING. ALL LOCATIONS SHALL BE MARKED ON WALLS ACCURATELY AND LABELED.B. ALL RECEPTACLES IN JANITO RS CLOSET, ELECTRICAL AND IDF ROOMS SHALL BE GFCI AND MOUNTED AT +48' A.F.F.CODED NOTES:1. 60" NOMINAL MONITOR ON WALL CENTERED. COORDINATE WITH ARCHITECT FOR EXACT LOCATION. BOTTOM OF MONITOR AT 50" A.F.F. PROVIDE A HARD HOOK-UP FOR DISPLAY ONLY.2. WALL BOX AT 6" ABOVE TABLE HEIGHT. 2 GANG BOX WITH POWER RECEPTACLE, HOUSE DATA JACK AND HDMI CABLE CONNECTED TO MONITOR IN THIS ROOM.REFER TO DETAIL 4 ON T000.3. ROUGH-IN FOR FURNITURE CONNECTION TO POWER CIRCUITS. PROVIDE 4" SQUARE BOX WITH FLUSH SINGLE GANG S/S PLATE. FURNITURE WHIP PROVIDED BY FURNITURE SUPPLIER. PROVIDE PROPER SIZE HOLE PUNCH AND LOCKNUTS. MAKE FINAL CONNECTION TO FURNITURE.4. ACCESS CONTROL: PROVIDE ELECTRICAL CONNECTION TO POWER SUPPLY ABOVE DOOR. PROVIDE TOGGLE SWITCH DISCONNECT AT UNIT. POWER SUPPLY PROVIDED WITH DOOR HARDWARE EQUIPMENT AND INSTALLED BY THIS CONTRACTOR.5. ROUTE A 120V DEDICATED CIRCUIT TO THIS LOCATION AFTER COORDINATING WITH THE MECHANICAL CONTRACTOR AND THE TEMPERATURE CONTROLS CONTRACTOR. PROVIDE 120V-24V CONTROL TRANSF ORMER MOUNTED IN NEMA-1 ENCLOSURE MARKED "TEMPERATURE CONTROLS TRANSFORMER". 24V POWER TO ALL HVAC EQUIPMENT PROVIDED BY OTHERS.6. TEMPERATURE CONTROL PA NEL / DDC CONTROLLER.PROVIDE POWER TO UNIT. COORDINATE WITH TCC /CONTRACTOR. ALL LV CABLING BY TCC.7. ELECTRICAL CONTRACTOR TO WIRE AND INSTALL LINE VOLTAGE THERMOSTAT FURNISHED BY MECHANICAL CONTRACTOR.8. DATA RACK RECEPTACLES.9. ELEVATOR MAINTENANCE RECEPTACLE (GFCI) 5' ABOVE FLOOR LINE. CONNECT TO SAME CIRCUIT AS RECEPTACLE ABOVE IN SAME AREA.10. MOUNT RECEPTACLE ABOVE COUNTER.11. FIRE ALARM NAC PANEL. PROVIDE POWER TO UNIT.12. PROVIDE RECEPTACLE IN SPACE FOR MICROWAVE.No. Date Description 11 11/20/15 BP#4 Addendum #2 1 / 8 " = 1 ' - 0 " 1 TH I R D F L O O R P O W E R P L A N 11 J JJ J J ABCDEFGHIJ 1 2 3 4 5 6 7 8 9 10 X1 4. 3 A. 4 H. 8 LO C A T I O N F O R FU T U R E E L E C . PA N E L S LO C A T I O N F O R FU T U R E E L E C . PA N E L S 4L 4 El e v a t o r EL E V 1 El e v a t o r EL E V 2 Sh e l l S p a c e 40 1 St a i r ST R 1 St a i r ST R 2 1 1 4L 4 - 1 4 2 4H 1 TB - 4 - 1 TB - 4 - 2 TB - 4 - 3 TB - 4 - 4 TB - 4 - 5 TB - 4 - 6 TB - 4 - 7 TB - 4 - 8 4H 1 - 1 , 3 , 5 4H 1 - 7 , 9 , 1 1 4H 1 - 1 3 , 1 5 , 1 7 4H 1 - 1 9 , 2 1 , 2 3 4H 1 - 1 4 , 1 6 , 1 8 4H 1 - 2 0 , 2 2 , 2 4 4H 1 - 2 , 4 , 6 4H 1 - 8 , 1 0 , 1 2 HM D P - 2 HM D P - 1 4L 4 - 1 5 4L 4 - 1 6 4L 4 - 1 7 GF C I GF C I 5 4L 4 - 2 7 3 4 6 6 4L 4 - 2 0 4L 4 - 2 2 7 4L 4 - 1 9 4L 4 - 2 1 4L 4 - 2 3 4L 4 - 2 4 4L 4 - 2 6 4L 4 - 2 5 8 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 4 3 : 0 5 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E124FOURTH FLOOR POWER PLANDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 FO U R T H F L O O R P O W E R P L A N CODED NOTES:1. DISCONNECTS FOR ELEVATOR MOTOR PROVIDED BY ELEVATOR EQUIPMENT SUPPLIER..2. ACCESS CONTROL: PROVIDE ELECTRICAL CONNECTION TO POWER SUPPLY ABOVE DOOR. PROVIDE TOGGLE SWITCH DISCONNECT AT UNIT. POWER SUPPLY PROVIDED WITH DOOR HARDWARE EQUIPMENT AND INSTALLED BY THIS CONTRACTOR.3. ELEVATOR LIGHTING CIRCUIT. GFCI PROTECTOR.PROVIDE CONNECTION TO ELEVATOR CONTROLLER.PROVIDE LOCKABLE SWITCH.4. ELEVATOR EXHAUST AND HEAT. PROVIDE CONNECTION TO ELEVATOR CONTROLLER. PROVIDE LOCKABLE SWITCH.5. ELEVATOR MAINTENANCE RECEPTACLE (GFCI) 5' BELOW TOP OF SHAFT AND 5' ABOVE 4TH FLOOR, EXTEND SAME CIRCUIT DOWN TO REMAINING RECEPTACLES IN SHAFT.6. ROUTE A 120V DEDICATED CIRCUIT TO THIS LOCATION AFTER COORDINATING WITH THE MECHANICAL CONTRACTOR AND THE TEMPERATURE CONTROLS CONTRACTOR. PROVIDE 120V-24V CONTROL TRANSFORMERMOUNTED IN NEMA-1 ENCLOSURE MARKED "TEMPERATURE CONTROLS TRANSFORMER". 24V POWER TO ALL HVAC EQUIPMENT PROVIDED BY OTHERS.7. TEMPERATURE CONTROL PA NEL / DDC CONTROLLER.PROVIDE POWER TO UNIT. COORDINATE WITH TCC /CONTRACTOR. ALL LV CABLING BY TCC.8. ROUTE CIRCUITS FOR ELEVATOR FEEDERS VIA FUSED DISCONNECT. LABEL EACH PER ELEVATOR SERVED.GENERAL NOTES:A. RECEPTACLES MAY BE SURFACE MOUNTED.No. Date Description PC J J A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 4. 3 4. 3 A. 4 SR 1 SR 1 SR 1 SR 1 SR 1 SE 2 SE 2 SE 2 SE 2 SE 2 SE 2 SE 2 SE 2 SE 2 MU A CU - 1 - 2 CU - 2 - 1 CU - B - 1 RT U - 1 RT U - 4 RT U - 2 RT U - 3 EF - 5 EF - 4 EF - 7 KI T C H E N EF EF - 8 EF - 6 WPWP SR 1 WP WP SR 1WP CU - B - 2 4H 1 - 3 1 4L 4 - 1 0 4L 4 - 1 2 4L 4 - 1 1 4L 4 - 9 HM D P - 8 RT U - 4 4L 4 - 5 , 7 HM D P - 5 HM D P - 7 EM W 4H 1 - 2 6 , 2 8 , 3 0 4L 4 - 1 3 4H 1 - 3 2 , 3 4 , 3 6 4H 1 - 2 5 , 2 7 , 2 9 4L 4 - 1 , 3 4L 4 - 2 , 4 4L 4 - 6 , 8 HM D P - 6 1 T 4L 4 - 1 8 WP 2 4 (T Y P ) 3 IT E M # 5 1 A IT E M # 5 1 C BH 1 - 2 9 BH 1 - 3 3 BH 1 - 3 1 55 11 11 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 1 9 / 2 0 1 5 5 : 0 1 : 5 0 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E125ROOF POWER AND LIGHTING PLANDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 RO O F P O W E R P L A N CODED NOTES:1. PROVIDE SWITCH WITH ELECTRONIC TIMER TO CONTROL ALL LIGHTING ON ROOF. MOUNT AT 6' A.F.F. AND LABEL ROOF MAINTENANCE LIGHTING (30 MINUTES TO 2 HOUR PRESETS).2. ROUTE EXTERIOR BUILDING LIGHTING VIA LIGHTING CONTROLLER (LC-1) FO R EXTERIOR LIGHTING.3. PHOTOCELL ON ROOF OF STAIRS POINTED NORTH FOR CONTROL OF 'LC-1' WITH 'TC-1'.4. BUILDING EXTERIOR DOWN LIGHTING. PROVIDE MOUNTING BRACKET BY FIXTURE'S MANUFACTURER.CONCEAL ALL WIRING. BRACKET SHALL HAVE PROVISIONS FOR FIXTURE MAINTENANCE. EXACT DISTANCE FROM BUILDING AND EXACT MOUNTING LOCATION AND AIMING SHA LL BE PER MANUFACTURE'S PHOTO METRIC CALCULATIONS WITH LATEST BUILDING MODEL RAN AFTER BID HAS BEEN AWARDED BY EC.5. SIGN LIGHTS: PROVIDE (1) ROUGH-IN PER LETTER.CONTROL SHALL BE VIA CONTROLLER OPERATING DUSK-TO-DAWN LOCATED IN SAME ROOM AS PANEL VIA PHOTOCELL ON ROOF FACING NORTH ON NORTHWEST AREA OF ROOF.GENERAL NOTES:A. MAINTENANCE RECEPTACLES AND LIGHTING SHALL BE SURFACE MOUNTED ON FENCE IN BELL BOXES.B. MAINTENANCE RECEPTACLES SHALL BE MOUNTED AT 48" ABOVE ROOF.C. ALL MAINTENANCE LIGHTING ON FENCE SHALL BE MOUNTED 12"TO TOP OF FIXTURE BELOW TOP OF FENCE.D. ALL BOXES ON ROOF SHALL BE WEATHER TIGHT WITH THREADED FITTINGS.E. ROOF PENETRATION SHALL BE KEPT TO A MINIMUM.F. CIRCUITS FOR MAINTENANCE RECEPTACLE AND LIGHTING SHALL COME UP INSIDE STAIR STRUCTURE TO ABOVE ROOF LINE AND THROUGH WALL TO FENCE ON EAST SIDE TO AVOID ROOF PENETRATION.No. Date Description 11 11/20/15 BP#4 Addendum #211 UP (0 .75~90,000~~2. 5") (0 .75~120,0 00~~2. 5") 1 8 4 2 G GG G DN RE F . A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 XA A SWB1 8 5 5 5 5 2 2 4 (1) OF (2) ELECTRICAL SERVICES INTO BUILDING (SERVICE 'A') (1 ) O F ( 2 ) E L E C T R I C A L SE R V I C E S I N T O B U I L D I N G (S E R V I C E ' B ' ) 7 6 X8 X9 X1 0 X1 1 X1 2 X1 3 X1 0 . 1 X1 0 . 9 A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXF XHXJ XMXNXQXS XU X2 X3 X4 X1 4. 3 A. 4 XA A 6 3 2 52 X8 X9 X1 0 X1 1 X1 2 X1 3 X1 0 . 1 X1 0 . 9 8 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 4 8 : 0 1 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E126EXISTINGBUILDING POWER PLANSDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 " = 2 0 ' - 0 " 1 EX I S T I N G B U I L D I N G F I R S T F L O O R P O W E R PL A N 1 " = 2 0 ' - 0 " 2 EX I S T I N G B U I L D I N G L O W E R L E V E L P O W E R PL A N CODED NOTES:1. EXISTING DISTRIBUTION PANEL FED FROM UPS. PANEL #SWB. REFER TO ONE LINE. UTILIZE EXISTING SPARE BUCKET.2. PULL BOX ABOVE CEILING.3. RACEWAY FROM ABOVE 1ST FLOOR CEILING TO ABOVE LOWER LEVEL CEILING.4. 600A, 120/208V SIEMENS 3PH, 4W'VB' LINE UP. PROVIDE NEW FUSES IN 200A BUCKET.5. ELECTRICAL ROOM 6. CONDUIT FOR 225A CT. 225A/3/4 FEEDER TO NEW BUILDING PANEL BXUL1.7. PROVIDE A 3 POLE 60A CIRCUIT BREAKER IN EXISTING PANEL. ROUTE 60A, 480V, 3PH, 4W CIRCUIT TO NEW PANEL 'BXHI' FOR EMER GENCY POWER IN NEW BUILDING.8. CONDUIT FOR 100A CIRCUIT, 100A/3/4 FEEDER TO NEW BUILDING ATS-1.No. Date Description J J J J J J JJ 13 8 13 8 19 20 16 8 13 8 9 13 8 1 9 7 1 4 5 6 2 3 18 1 11 12 10PIV 17 GA T E 13 8 1 1 14 21 21 14 1 1 BL 7 - 2 BL 7 - 4 B L 7 - 6 BL 7 - 5 , 7 BL 7 - 1 5 , 1 7 BL 1 - 2 7 BL 3 - 4 0 , 4 2 BH 1 - 2 8 , 3 0 , 3 2 AC H - 1 15 15 22 9 9 BL 7 - 8 BL 7 - 1 0 BL 7 - 1 2 BL 7 - 3 BL 7 - 1 3 BL 7 - 9 , 1 1 BL 7 - 1 9 , 2 1 BH 1 - 1 9 1 SE 3 SE 3 SE 3 SE 3 SE 3 SE 3 SE 3 SE 3 SE 3 SE 3 SE 3 SE 3 SE 3 SE 3 SE 3 SE 3 SE 3 SE 3 SE 3 SE 3 SE 3 (D I ) SE 4 SE 4 (D H ) (D C ) (D E ) (D F ) 28 28 23 23 23 24 27 27 1- 1 / 4 " 24 1- 1 / 2 " 27 (H S 1 - 5 , 7 , 9 ) (H S 1 - 1 ) (H S 1 - 3 ) 25 SE 5 SE 5 SE 5 26 26 26 BH 1 - 2 0 BH 1 - 2 1 BH 1 - 2 2 BH 1 - 2 3 BH 1 - 2 4 BH 1 - 2 5 BH 1 - 2 6 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 4 5 : 3 8 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E401BUILDINGPERIMETER SITE PLANDelta Faucet Headquarters ExpansionCheckerAuthor10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 1 6 " = 1 ' - 0 " 1 BU I L D I N G P E R I M E T E R S I T E P L A N GENERAL NOTES:A. CONTRACTOR SHALL VERIFY ALL VOLTAGES SERVING LIGHTING FIXTURE PRIOR TO BREAKING GROUND AND REPORT ANY DISCREPANCIES TO ARCHITECT / ENGINEER.B. FOR IDENTIFICATION AND COORDINATION PURPOSED ONLY,A LETTER IN PARENTHESES IS NOTED ADJACENT TO SITE STRUCTURES. {I.E. : (AM)}C. ALL LIGHTING SHALL BE CIRCUITED VIA A TIMECLOCK PHOTOCELL COMBINATION THAT TURNS THE LIGHTS ON AT DUSK AND OFF AT A TIME WHEN THE OWNER REQUESTS.D. ALL CIRCUITING SHALL BE A MINIMUM OF #10 WIRE. ALL CIRCUITS OVER 150 FEET SHALL BE #8 WIRE. ALL HOMERUNS SHALL BE #8 WIRE.E. ALL LIGHTING HEADS SHALL BE AT THE SAME ELEVATION AND LEVEL WITH ONE ANOTHER.F. EACH LIGHTING HEAD SHALL RECEIVE A DEDICATED FEED UP INSIDE POLE FROM BASE. ((3) #12'S PER HEAD))G. COORDINATE WITH LANDSCAPE ARCHITECT FOR ALL LOCATIONS OF OUTDOOR ELEM ENTS, INCLUDING LIGHTING,RECEPTACLES GROUND BOXES ETC.CODED NOTES:1. BUILDING GROUND: GROUND ROD WELDED TO BUILDING STEEL AT THIS LOCATION. ROD SHALL BE LOCATED IN GRASSY ARE AND NOT UN DER HARD SURFACE.2. GROUNDING FIELD. TIE TO SERVICE ENTRANCE GEAR.3. UTILITY TRANSFORMER. REFER TO E702 ONE LINE DIAGRAM.4. GREASE INTERCEPTOR IN THIS AREA.5. WALK IN COOLER (KITCHEN EQUIPMENT #56C): CONDENSER OUTSIDE, EVAPORATOR INSIDE. ROUTE POWER CIRCUIT VIA UNIT INSIDE TO OUTSIDE UNIT. ELECTRICALLY CONNECT BOTH UNIT. ROUTE (4) #16'S INSIDE SAME CONDUIT FOR CONTROL.6. LAB CHILLER 'ACH-1': 480V 24FLA. PROVIDE 3R, 60A FUSED AT35A DISCONNECT MOUNTED TO UNIT. ROUTE 3/4"CONDUIT FROM UNIT TO MECHA NICAL SUPPLY 022. 450 BELL BOX 3R AT UNIT AND 45Q BOX NEAR ASSOCIATED PUMPS IN RM 022.7. OUTDOOR GRILLE: PROVIDE (1) 120V/20A CIRCUIT.PROVIDE ELECTRICAL CONNECTION TO GRILLE.8. GROUND MOUNTED GFCI RECEPTACLE. (2) RECEPTACLE PER 20A CIRCUIT. COORDI NATE WITH LA NDSCAPE PLANS PRIOR TO ROUGHING IN.9. ROUTE ALL OUTDOOR CIRCUITS CIRCUITS VIA TOGGLE SWITCHES LABELED WITH LOAD SERVED.10. PIV: ROUTE CABLE TO PIV. COORDINATE EXACT LOCATION.CONNECT TO F.A. SYSTEM.11. KNOX BOX FOR FIRE DEPT.12. PROVIDE (2) 120V SWITCHE D LIGHTING CIRCUITS FOR CANOPY LIGHTS VIA LIGHITNG CONTROL.13. EXTERIOR SPEAKERS. PROVIDE SPEAKERS AND CONNECT TO OUTDOOR SOUND ZONE. COORDINATE WITH LANDSCAPE PLANS PRIOR TO ROUGHING IN.14. ROUTE (2) 208V/2P-30A CIRCUITS AND (1) 120V/20A CIRCUIT TO THIS LOCATION UP THROUGH CENTER OF SUPPORT POST AND CONNECT TO VEHICLE CHARGING STATION. PROVIDE CONCRE TE BASE PER MANUFACTURES RECOMMENDATIONS.15. PROVIDE PARKING BARRIER 36" BACK FROM CHARGING STATION.16. 12"X16" GROUND QUAZITE BOX FOR SOUND SYSTEM CABLES. ROUTE ALL SPEAKER CABLES VIA THIS BOX FROM BUILDING AND DISTRI BUTE OUT FROM HERE LABEL 'SOUND'.17. PROVIDE GATE FOR UTILITY TRANSFORMER ACCESS.PROVIDE GROUNDING OF GATE AND FENCE.18. REFER TO 'DUKE UTILITIES' STANDARDS FOR ALL CLEARANCE AND GENERAL REQUIREMENTS.19. 12"X16" QUAZITE GROUND BOX FOR GROUND LIGHTING AND RECEPTACLE. ROUTE ALL POWER AND LIGHTING CIRCUITS VIA THIS BOX FROM THE BUILDING AND DISTRIBUTE OUT FROM HERE. LABEL 'POWER'. LIGHTING CIRCUITS SHALL BE ROUTED AND AUTOMATIC CONTROL UNIT THAT CONTROLS ALL OUTDOOR PARKING LOT LIGHTING. PROVIDE (3)120V/20A CONTROLLED LI GHTING CIRCUITS TO BE EXTENDED TO GROUND MOUNTED SITE LIGHTS.20. ROUTE(3) SPARE 120V/20A CIRCUITS TO THIS BOX AND LABEL SPARE.21. VEHICLE CHARGING UNITS: PROVIDE CLIPPER CREEK DUAL CAR CHARGING STATION WITH OPTIONAL 120V RECEPTACLE. MODEL # DCS-30-DUAL+120V. SET UNIT 36"BACK FROM CURB OR 12" BACK IF SECONDARY PROTECTIVE CURB / STOP IS PROVIDED.22. ROUTE CIRCUITS OVER TO AND UP INSIDE COLUMN AND CONNECT TO LIGHTING FIXTURES. CIRCUIT VIA LIGHTING CONTACTOR.23. EXISTING HANDHOLE WITH EX ISTING LIGHTING CIRCUITS.24. EXISTING RACEWAY.25. (2) EXISTING 1-1/2" CONDUITS CAPPED.26. EXTEND CONDUITS INTO BUILDING AND TO CIRCUIT INDICATED VIA 'LC-2' IN ELECTRIAL ROOM 130.27. EXTEND LIGHTING CIRC UIT TO BH1 VIA 'LC-2'.28. EXISTING SITE LIGHTING FIXTURE AND POLE SHALL BE INSTALLED AS PART OF THIS PROJECT. GC TO PROVIDE BASE.(6" AFG)No. Date Description S LA B E Q U I P M E N T S C H E D U L E PL A N NO . LE # EQ U I P M E N T DE S C R I P T I O N LO A D VO L T A G E / PH A S E OC P DE V I C E WI R E AN D CO N D U I T HA R D WI R E D CO R D & PL U G NE M A RC P T . RE Q ' D . DI S C . SW I T C H F= F U S E D D E T A I L C O N T R O L S B Y P R E - W I R E D C N T R L . P N L . RE M A R K S G H H1 H5 H6 H7 #I CO N N E C T I O N T Y P E W A L L / F L . H T . B U S P L U G GR I N D I N G 0 1 7 D A T A R E Q U I R E D E M P W R F H3H2 H4 3D P R I N T I N G R O O M 0 1 9 CL E A N I N G R O O M 0 1 8 6 F L A 2 4 0 / 3 2 0 A - 3 P ( 3 ) # 1 2 , # 1 2 G - 3 / 4 " C N O Y E S 6 F L A 2 4 0 / 3 3. 6 F L A 2 4 0 / 3 3. 6 F L A 2 4 0 / 3 NO NO MI L L S MI L L S LA T H E LA T H E BA N D S A W CU B E 24 0 / 3 12 0 / 1 10 . 6 F L A N/ A N N N N N DR I L L P R E S S MO D E L S H O P 0 1 4 NO NO NO 10 F L A 1 2 0 / 1 YE S ------- ##F1 20 F L A 1 2 0 / 1 2 0 A - 3 P ( 3 ) # 1 2 , # 1 2 G - 3 / 4 " C N O NO E X I S T I N G 5 - 2 0 R N O - N / A F2 20 F L A 1 2 0 / 1 NO - F3 15 F L A 1 2 0 / 1 NO - NO T E 1 , 5 - ( F U T U R E P R I N T E R ) F4 24 F L A 2 0 8 / 1 NO - PR O - J E T 3 5 0 0 ( 6 ) ( 7 ) PR O - J E T 3 5 0 0 ( 6 ) ( 7 ) PR O - J E T 5 5 0 0 ( 8 ) IP R O 8 0 0 0 ( 9 ) +4 8 " N O Y Y Y Y NO NO NO 20 A - 3 P 20 A - 1 P 30 A - 2 P ( 2 ) # 1 0 , # 1 0 G - 3 / 4 " C EX I S T I N G EX I S T I N G EX I S T I N G 5- 2 0 R 5- 2 0 R L6 - 3 0 R NO NO NO +4 8 " +4 8 " +4 8 " N/ A N/ A N/ A N/ A N/ A N/ A N/ A G1 G2 NO L 1 5 - 2 0 R - G3 - G4 - G5 - G6 7. 0 F L A 2 4 0 / 3 - G7 5. 2 F L A 1 2 0 / 1 -- DI S C S A N D E R ( 1 4 ) DI S C S A N D E R ( 1 4 ) SU R F A C E G R I N D E R ( 1 1 ) WH E E L G R I N D E R ( 1 2 ) WH E E L G R I N D E R ( 1 2 ) WH E E L G R I N D E R ( 1 2 ) BE L T S A N D E R ( 1 3 ) 24 0 / 3 24 0 / 3 12 0 / 1 6 F L A 1. 8 F L A 1. 8 F L A 1. 8 F L A 1. 2 F L A N N N N N N N 24 0 / 3 24 0 / 3 NO NO NO NO NO NO NO NO NO NO NO NO NO L1 5 - 2 0 R L1 5 - 2 0 R L1 5 - 2 0 R 5- 2 0 R NO NO NO NO NO NO +4 8 " +4 8 " +4 8 " +4 8 " +4 8 " +4 8 " N/ A N / A N/ A N / A N/ A N / A N/ A N / A N/ A N / A N/ A N / A I1 15 F L A 1 2 0 / 1 I2 N/ A - / - TA N K TA N K 20 A - 1 P N O N O + 4 8 " - N / A NO T E 3 , 6 N H9 16 F L A 1 2 0 / 1 - - N/ A N O - N / A - N UV O V E N NO 5 - 2 0 R + 4 8 " - N / A N E X I S T I N G (2 ) # 1 2 , # 1 2 G - 3 / 4 " C - (2 ) # 1 2 , # 1 2 G - 3 / 4 " C N/ A N/ A 5- 2 0 R 20 A - 3 P 20 A - 3 P 20 A - 3 P (3 ) # 1 2 , # 1 2 G - 3 / 4 " C (3 ) # 1 2 , # 1 2 G - 3 / 4 " C (3 ) # 1 2 , # 1 2 G - 3 / 4 " C 20 A - 1 P 20 A - 3 P (2 ) # 1 2 , # 1 2 G - 3 / 4 " C (3 ) # 1 2 , # 1 2 G - 3 / 4 " C 20 A - 3 P ( 3 ) # 1 2 , # 1 2 G - 3 / 4 " C 20 A - 3 P ( 3 ) # 1 2 , # 1 2 G - 3 / 4 " C 20 A - 3 P ( 3 ) # 1 2 , # 1 2 G - 3 / 4 " C 20 A - 3 P ( 3 ) # 1 2 , # 1 2 G - 3 / 4 " C 20 A - 3 P ( 3 ) # 1 2 , # 1 2 G - 3 / 4 " C 20 A - 1 P ( 2 ) # 1 2 , # 1 2 G - 3 / 4 " C 20 A - 1 P ( 2 ) # 1 2 , # 1 2 G - 3 / 4 " C BR A N C H C I R C U I T PA N E L FE D FR O M BX U L 2 BX U L 2 BX U L 2 BX U L 2 OP C I - O W N E R P R O V I D E D C O N T R A C T O R I N S T A L L E D OP O I - O W N E R P R O V I D ED O W N E R I N S T A L L E D CP O I - C O N T R A C T O R P R O V I D E D O W N E R I N S T A L L E D CP C I - C O N T R A C T O R P R O V I D E D C O N T R A C T O R I N S T A L L E D NO T E S : 1. C O O R D I N A T E E X I S T I N G E Q U I P M E N T R E Q U I R E M E N T P R I O R TO R O U G H I N G I N . W H E R E E X I S T I N G C O R D A N D P L U G EX I S T . V E R I F Y T Y P E A N D S I Z E R E Q U I R E D . ( T W I S T L O C K RE C E P T A C L E M A Y B E R E Q U I R E D ) 2. R O U T E C I R C U I T V I A T O G G L E S W I T C H I N T H I S A R E A . LA B E L ' D U S T C O L L E C T O R ' . 3. P R O V I D E B U S P L U G A N D E X T E N D W I R I N G D O W N T O EQ U I P M E N T A N D P R O V I D E I N D I C A T E D C O N N E C T O R B O D Y AT E N D O F C O R D . P R O V I D E K E L L E M S G R I P A T E A C H E N D OF C O R D . BL 5 BL 5 BL 5 BL 5 BL 5 BL 5 BL 5 BL 5 BL 5 BL 5 BL 5 BL 5 BL 5 BL 5 BL 5 BL 5 BL 5 NO NO NO NO NO NO NO NO NO NO N N EX I S T I N G EX I S T I N G EX I S T I N G EX I S T I N G EX I S T I N G EX I S T I N G EX I S T I N G NO NO NO NO NO NO NO (2 ) # 1 2 , # 1 2 G - 3 / 4 " C N O EX I S T I N G EX I S T I N G EX I S T I N G EX I S T I N G EX I S T I N G EX I S T I N G EX I S T I N G NO NO NO NO NO NO L1 5 - 2 0 R +4 8 " NO YE S YE S YE S YE S YE S +4 8 " +4 8 " +8 ' - 0 " +4 8 " +4 8 " +1 8 " NO NO NO NO NO NO NO (2 ) 5 - 2 0 R NO NONO N/ A G8 DU S T C O L L E C T O R H8 12 0 / 1 30 0 W BL 5 N ( 2 ) # 1 2 , # 1 2 G - 3 / 4 " C NO NO NO N O (2 ) 5 - 2 0 R - NO EL E C T R O N I C S 20 A - 1 P 20 A - 1 P 20 A - 1 P NO T E 1 , 4 EX I S T I N G 5 - 2 0 R N O NONO N/ A N/ A N/ A N/ A N/ A N/ A N/ A N/ A N/ A N / A N/ A N/ A N/ A N/ A N/ A N/ A N/ A N/ A N/ A 13 . 7 F L A BL 5 N ( 2 ) # 1 2 , # 1 2 G - 3 / 4 " C NO NO NO + 4 8 " NO (2 ) 5 - 2 0 R - NO 20 A - 2 P N/ A N / A 24 0 / 1 NO T E S : 4. T H I S D E V I C E A L S O R E Q U I R E S ( 2 ) 1 2 0 / 1 V O L T . 5 - 2 0 R CO N V E N I E N C E R E C E P T A C L E S M O U N T E D F R O M C E I L I N G . EX T E N D W I R I N G D O W N T O F O U R S Q U A R E B O X W I T H DO U B L E D U P L E X R E C E P T A C L E S . P R O V I D E K E L L E M S G R I P AT E A C H E N D O F C O R D . C O N N E C T T O 1 2 0 V / 2 0 A C I R C U I T FO R E Q U I P M E N T E L E C T R O N I C S . 5. M O U N T 6 " B E L O W W I N D O W . 6. D E V I C E A N D C O N N E C T I O N S H A L L B E H A Z A R D O U S R A T E D FO R T H E A R E A . C L A S S 1 D I V . 2 . M O D I F Y E X I S T I N G C O R D S AN D P L U G S T O P R O V I D E R E Q U I R E D R A T E D D E V I C E CO N N E C T I O N S . NO T E 1 , 5 (3 ) # 1 2 , # 1 2 G - 3 / 4 " C (3 ) # 1 2 , # 1 2 G - 3 / 4 " C NO T E 1 , 5 NO T E 1 , 5 NO T E 1 NO T E 1 NO T E 1 NO T E 1 NO T E 1 NO T E 1 NO T E 1 NO T E 2 NO T E 1 , 4 NO T E 1 , 4 NO T E 1 , 4 NO T E 1 , 4 NO T E 1 , 4 NO T E 1 NO T E 4 NO T E 6 NO CL G . +8 ' - 0 " CL G . +8 ' - 0 " CL G . 6" A B O V E C O U N T E R LA B E Q U I P M E N T S C H E D U L E A1 1. 0 F L A LO A D 12 0 / 1 2 0 A - 1 P ( 2 ) # 1 2 , # 1 2 G - 3 / 4 " C N O Y E S 5 - 2 0 R - DETAIL CONTROLS BY --REMARKS A2 5 F L A YES - - -- A3 44 F L A -- -- A4 6. 1 F L A 4 8 0 / 3 -- -INTEGRAL VFD (GRUNDFOS CR(E)10-6 A5 -- - A6 -- - A7 -- - A8 -- - A9 -- - A1 0 -- - 1. 7 F L A 4 8 0 / 3 -- - A1 2 1. 7 F L A 4 8 0 / 3 - - OPOI - A1 3 3 F L A 1 2 0 / 1 -- -- A1 4 12 0 / 1 --OVERFLOW A1 5 60 F L A 1 2 0 / 1 - - YES EXISTING CABINET A1 6 1. 0 F L A 1 2 0 / 1 5-20R - - -- A1 7 8. 0 F L A -- A1 8 -- A1 9 -- A2 0 -- B B1 30 F L A 1 2 0 / 1 NO L5-30 - - - B2 12 0 / 1 -- - B3 12 0 / 1 -- - B4 12 0 / 1 -- - B5 12 0 / 1 -- - B6 12 0 / 1 -- - B7 12 0 / 1 -- - B8 45 F L A 1 2 0 - 2 0 8 / 3 NO - - - WA T E R S O F T N E R GW H - 2 - H O T W A T E R H E A T E R - G A S EW H - 1 E L E C T R I C B O O S T E R W A T E R H E A T E R ( 3 6 K W ) LP - 4 - P U M P W / C O N T R O L - L A B W A T E R 5 0 F C O L D ( 5 H P ) LP - 1 - C O L D T A N K R E C I R C P U M P ( 1 H P ) LP - 2 - H O T T A N K R E C I R C P U M P ( 1 H P ) GW H - 3 I N S T A N T H O T W A T E R H E A T E R ( T A N K L E S S ) ( G W H - 3 ) SP - 1 - S U M P P U M P ( 1 / 2 H P ) CO N T R O L C A B I N E T DI W A T E R MO T O R D R I V E R B A L L V A L V E S LI F E C Y C L E B E N C H CONNECTION TYPE ------------+60"-+48"----------- OP C I - O W N E R P R O V I D E D C O N T R A C T O R I N S T A L L E D OP O I - O W N E R P R O V I D E D O W N E R I N S T A L L E D CP O I - C O N T R A C T O R P R O V I D E D O W N E R I N S T A L L E D CP C I - C O N T R A C T O R P R O V I D E D C O N T R A C T O R I N S T A L L E D N MO T O R D R I V E R B A L L V A L V E S MO T O R D R I V E R B A L L V A L V E S MO T O R D R I V E R B A L L V A L V E S 48 0 / 3 48 0 / 3 48 0 / 3 48 0 / 3 48 0 / 3 48 0 / 3 N Y N E M P W R N N N N N N N NNN N N N N N N N A ME C H A N I C A L A N D S U P P L Y 0 2 2 LI F E C Y C L E B E N C H LI F E C Y C L E B E N C H LI F E C Y C L E B E N C H LI F E C Y C L E B E N C H LI F E C Y C L E B E N C H LI F E C Y C L E B E N C H IN T E R M I T A N T S H O C K B9 50 F L A 1 2 0 - 2 0 8 / 3 -- - BU R S T C H A M B E R B1 0 42 F L A -- -- HI G H P R E S S U R E H I G H T E M P E R A T U R E C H A M B E R B1 1 2 F L A 1 2 0 / 1 -- -+48" HO S E P U L L T E S T E R B1 2 30 F L A 1 2 0 / 1 -- -- BA T H I N G L I F E C Y C L E T E S T E R B1 3 30 F L A 1 2 0 / 1 -- -- BA T H I N G L I F E C Y C L E T E S T E R B1 4 22 F L A 1 2 0 / 1 -- -- HU M I D I T Y C H A M B E R B1 5 30 F L A -- -- CH L O R I N E / C H L O R A M I N E S L I F E T E S T E R # LI F E C Y C L E T E S T I N G 0 2 1 8. 0 F L A 8. 0 F L A 8. 0 F L A 12 0 / 1 12 0 / 1 12 0 / 1 12 0 / 1 30 F L A 30 F L A 30 F L A 30 F L A 30 F L A 30 F L A N N N N N N N N N N N N N N YES YES YES YES YES YES YES YESNO NOYES YES YES YES YESNONONONONONONONONONONONO NOYESYESYESNO N N N N N N N N NNN NN N N N N N N N N N N N N N N N N N N N N NNONONONONONONONONONO NOYESYESYESYESYESYESYESYESNONONO YESNONONO 20 A - 3 P 12 0 / 1 2 0 A - 1 P 60 A - 3 P (2 ) # 1 2 , # 1 2 G - 3 / 4 " C 20 A - 3 P ( 3 ) # 1 2 , # 1 2 G - 3 / 4 " C 20 A - 3 P ( 3 ) # 1 2 , # 1 2 G - 3 / 4 " C 20 A - 1 P ( 2 ) # 1 2 , # 1 2 G - 3 / 4 " C 30 A - 1 P ( 2 ) # 1 0 , # 1 0 G - 3 / 4 " C 30 A - 1 P ( 2 ) # 1 0 , # 1 0 G - 3 / 4 " C 30 A - 1 P ( 2 ) # 1 0 , # 1 0 G - 3 / 4 " C 30 A - 1 P ( 2 ) # 1 0 , # 1 0 G - 3 / 4 " C 30 A - 1 P ( 2 ) # 1 0 , # 1 0 G - 3 / 4 " C 30 A - 1 P ( 2 ) # 1 0 , # 1 0 G - 3 / 4 " C 30 A - 1 P ( 2 ) # 1 0 , # 1 0 G - 3 / 4 " C 8. 9 F L A 48 0 / 3 20 A - 3 P N (2 ) # 1 2 , # 1 2 G - 3 / 4 " C 60 A - 1 P 20 A - 1 P INTEGRAL VFD (GRUNDFOS CR(E)10-6 INTEGRAL VFD (GRUNDFOS CR(E)10-6 INTEGRAL VFD (GRUNDFOS CR(E)15-4INTEGRAL VFD (GRUNDFOS CR(E)5-3INTEGRAL VFD (GRUNDFOS CR(E)5-3 INTEGRAL VFD (GRUNDFOS CR(E)15-4 INTEGRAL VFD (GRUNDFOS CR(E)15-4 INTEGRAL VFD (GRUNDFOS CR(E)15-4 LP - 5 - P U M P W / C O N T R O L - L A B W A T E R 1 5 0 F H O T ( 5 H P ) LP - 6 - P U M P W / C O N T R O L - L A B W A T E R 1 8 0 F H O T ( 5 H P ) LP - 7 - P U M P W / C O N T R O L - L I F E C Y C L E 5 0 F C O L D ( 7 . 5 H P ) LP - 9 - P U M P W / C O N T R O L - L I F E C Y C L E 1 5 0 F H O T ( 7 . 5 H P ) LP - 8 - P U M P W / C O N T R O L - L I F E C Y C L E 5 0 F C O L D ( 7 . 5 H P ) LP - 1 0 - P U M P W / C O N T R O L - L I F E C Y C L E 1 5 0 F H O T ( 7 . 5 H P ) 20 A - 3 P 20 A - 3 P 20 A - 3 P 20 A - 3 P 20 A - 3 P ( 3 ) # 1 2 , # 1 2 G - 3 / 4 " C (3 ) # 1 2 , # 1 2 G - 3 / 4 " C (3 ) # 1 2 , # 1 2 G - 3 / 4 " C (3 ) # 1 2 , # 1 2 G - 3 / 4 " C (3 ) # 1 2 , # 1 2 G - 3 / 4 " C (3 ) # 1 2 , # 1 2 G - 3 / 4 " C (3 ) # 1 2 , # 1 2 G - 3 / 4 " C 8. 9 F L A 8. 9 F L A 8. 9 F L A 6. 1 F L A 6. 1 F L A A1 1 9. 8 F L A 2 0 A - 1 P (2 ) # 6 , # 8 G - 3 / 4 " C YES YES NONONO (2 ) # 1 2 , # 1 2 G - 3 / 4 " C NO 12 0 / 1 - - CPCI -GLYCOL CHILLER SYSTEM LP - 3 - C H I L L E D W A T E R R E C I R C P U M P ( 1 / 2 H P ) - Y N (2 ) # 1 2 , # 1 2 G - 3 / 4 " C 9. 8 F L A 2 0 A - 1 P A2 1 YES YES YES YES YES YES YES 48 0 / 3 ( 3 ) # 6 , # 8 G - 3 / 4 " C YES NO FED VIA CONTROL CABINET FED VIA CONTROL CABINET FED VIA CONTROL CABINET FED VIA CONTROL CABINET NO T E S : 1. C O O R D I N A T E E X I S T I N G E Q U I P M E N T R E Q U I R E M E N T P R I O R TO R O U G H I N G I N . W H E R E E X I S T I N G C O R D A N D P L U G EX I S T . V E R I F Y T Y P E A N D S I Z E R E Q U I R E D . 2. P R O V I D E B U S P L U G A N D E X T E N D W I R I N G D O W N T O EQ U I P M E N T A N D P R O V I D E I N D I C A T E D C O N N E C T O R B O D Y AT E N D O F C O R D . P R O V I D E K E L L E M S G R I P A T E A C H E N D OF C O R D . L5-30 L5-30 L5-30 L5-30 L5-30 L5-305-20R BL 8 BL 8 BH 4 BH 4 BH 4 BL 8 BH 4 BH 4 BH 4 BH 4 BH 4 BH 4 BH 4 BL 8 BL 8 BL 8 BD - 1 OPOI OPOI OPOI OPOI OPOI OPOIOPOIOPOIOPOIOPOIOPOIOPOIOPOI IT E M A 1 6 IT E M A 1 6 IT E M A 1 6 IT E M A 1 6 ---- (2 ) # 1 2 , # 1 2 G - 3 / 4 " C NO NOYES YES NOYES YES YES YES YES B1 6 12 0 / 1 -- -- LI F E C Y C L E B E N C H 30 F L A N N NO YES YES SHARED WITH BP1 OF ITEM B1 L5-30 BL 8 NO NO NO NO NO NO NO NOBUS PLUG TYPE BP1 (SHARED WITH B16)NO BU S P L U G T Y P E S : BP 1 - ( 4 ) 3 0 A M P , 1 2 0 V , S I N G L E P H A S E , L 5 - 3 0 T W I S T L O C K CO N N E C T O R B O D I E S , E A C H W / 1 F T D R O P C O R D . ( 1 ) 5 - 2 0 D U P L E X ON F A C E O F B U S P L U G . M A T C H I N G L 5 - 3 0 P L U G T O B E P R O V I D E D , CO N T R A C T O R W I L L W I R E A N D I N S T A L L P L U G O N L O C A L EQ U I P M E N T - S T A R L I N E M O D E L - C B M D C T 5 E 9 4 - 5 2 0 D - X - ( 4 ) L 5 3 0 C - 4 BP 2 - ( 1 ) 6 0 A M P , 1 2 0 / 2 0 8 V A C , 3 P H A S E , 5 W I R E , H B L 5 6 0 C 9 W CO N N E C T O R B O D I E S , W / 1 F T D R O P C O R D . ( 1 ) ( 1 ) 5 - 2 0 D U P L E X FA C I N G O U T F R O M B U S P L U G . M A T C H I N G H B L 5 6 0 P 9 W P L U G T O B E PR O V I D E D , C O N T R A C T O R W I L L W I R E A N D I N S T A L L P L U G O N LO C A L E Q U I P M E N T - S T A R L I N E MO D E L - C B M D C T 5 E 9 3 - 5 2 0 D - X - 5 6 0 C 9 W - 4 BUS PLUG TYPE BP2 BUS PLUG TYPE BP3 12 0 - 2 0 8 / 3 BUS PLUG TYPE BP2 BUS PLUG TYPE BP1 BUS PLUG TYPE BP1 BUS PLUG TYPE BP4 12 0 - 2 0 8 / 3 SHARED WITH BP1 OF ITEM B2BUS PLUG TYPE BP1 (SHARED WITH B3)SHARED WITH BP1 OF ITEM B4BUS PLUG TYPE BP1 (SHARED WITH B5)SHARED WITH BP1 OF ITEM B6BUS PLUG TYPE BP1 (SHARED WITH B7)SHARED WITH BP1 OF ITEM B45-20RNONONONONONONONONONONONONO NO F60A/2P NO NO NO NO NOCPCICPCICPCICPCI+60"NO NO NO NO NONONONONONONONONONONONONONONONONONONONONONONONO L5-30 L5-30--5-20R BD - 1 BD - 1 BD - 1 BD - 1 BD - 1 BD - 1 BD - 1 BD - 1 BD - 1 BD - 1 BD - 1 BD - 1 BD - 1 BD - 1 BUS PLUG TYPES:BP3 - (1) 70 AMP, 120/208VAC, 3 PHASE, 5 WIRE, HBL5100C9W CONNECTOR BODIES,W/ 1 FT DROP CORD. (1) (1) 5-20 DUPLEX FACING OUT FROM BUS PLUG. MATCHING HBL5100P9W PLUG TO BE PROVIDED, CONTRACTOR WILL WIRE AND INSTALL PLUG ON LOCAL EQUIPMENT - STAR LINE MODEL-CBMDCT5E93-520D-X-70-5100C9W-4 BP4 - (1) 40 AMP, 120/208VAC, 3 PHASE, 5 WIRE, HBL560C9W CONNECTOR BODIES, W/ 1 FT DROP CORD. (1) (1) 5-20 DUPLEX FACING OUT FROM BUS PLUG. MATCHING HBL560P9W PLUG TO BE PROVIDED, CONTRACTOR WILL WIRE AND INSTALL PLUG ON LOCAL EQUIPMENT - STAR LINE MODEL-CBMDCT5E93-520D-X-40-560C9W-4 WI R E A N D CO N D U I T OC P DE V I C E PA N E L FE D FR O M VO L T A G E / PH A S E HARD WIRED BUS PLUGCORD &PLUGNEMARCPT.REQ'D.DISC.SWITCH F=FUSED WALL/FL.HT.DATA REQUIRED PRE-WIRED CNTRL. PNL. PL A N NO . LE # EQ U I P M E N T DE S C R I P T I O N CI R C U I T BR A N C H A2 2 44 F L A -- -- EW H - 2 E L E C T R I C B O O S T E R W A T E R H E A T E R ( 3 6 K W ) - N Y E S N O N 60 A - 3 P 48 0 / 3 ( 3 ) # 6 , # 8 G - 3 / 4 " C BH 4 NO CPCI NO BL 8 GHIJ 1 2 3 4 5 B L 5 EP O Gr i n d i n g 01 7 Mo d e l S h o p 01 4 Cl e a n i n g R o o m 01 8 3D P r i n t i n g 01 9 Of f i c e 01 6 St o r a g e R o o m 01 5 St a i r ST R 2 H9 I2 I1 G8 G7 G1 H7 H3 H6 H8H5 H1 H2 F4 F2 F1 F3 H4 I3 G2 G3 G4 G6 G5 H8 H8 BL 5 BX U L 2 Co r r i d o r 00 5 ID F 01 3 St a i r ST R 2 Me c h a n i c a l 01 2 H8 H8 EFG 1 2 3 4 5 A8 A9 A1 A1 4 A1 5 B3 41 B1 5 BP 1 B8 B11 B8 B9 EP O Me c h a n i c a l & Su p p l y 02 2 Li f e C y c l e T e s t i n g 02 1 Elevator ELEV 2Elevator ELEV 1Elevator Lobby 020 REFER TO ONE-LINE DIAGRAM FEED SECTION BL 8 BH 4 A1 0 A4 A1 7 A1 3 A1 2 A1 1 A1 3 A1 6 A2 A7 A5 A6 A1 8 B1 3 B1 B2 B5B4 B7B6 B1 6 BP 1 BP1 BP1 BP1 BP2 BP 2 BP 1 BP 3 BP 4 B14 B10 TB C 'B D 1 ' 'BD1'(225A)No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 4 5 : 4 5 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E402ELECTRICALENLARGED PLAN (LAB)Delta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 4 " = 1 ' - 0 " 1 EN L A R G E D M O D E L S H O P A R E A 1 / 4 " = 1 ' - 0 " 2 EN L A R G E D L I F E C Y C L E T E S T I N G A R E A No. Date Description RE F . J J 12 0 - 2 0 8 / 3 12 0 - 2 0 8 / 3 12 0 - 2 0 8 / 3 12 0 - 2 0 8 / 3 12 0 - 2 0 8 / 3 12 0 - 2 0 8 / 3 LA B E Q U I P M E N T S C H E D U L E C1 PL A N NO . LE # EQ U I P M E N T DE S C R I P T I O N 10 0 F L A LO A D VO L T A G E / PH A S E 12 5 A - 3 P OC P DE V I C E (4 ) # 1 , # 6 G - 1 - 1 / 4 " C . WI R E AN D CO N D U I T HARD WIRED YESNEMARCPT.REQ'D.DISC.SWITCH F=FUSED -DETAIL CONTROLS BY -PRE-WIRED CNTRL. PNL.-REMARKS C2 10 0 F L A NO-- - - C3 10 0 F L A YES - - - - C4 12 F L A 2 0 8 / 1 L6-30R - - - C5 -- - C6 -- - C7 -- - C8 -- - C9 -- - C1 0 -- - C1 1 8 F L A 1 2 0 / 1 5-20R - - - C1 2 5 F L A 1 2 0 / 1 -- - C1 3 2 F L A 1 2 0 / 1 -- - C1 4 22 F L A L21-30R - - - C1 5 22 F L A -- - C1 6 22 F L A -- - C1 7 6. 4 F L A 1 2 0 / 1 NO - - - - NO - - - 12 0 / 1 -- - D2 15 . 5 F L A 1 2 0 / 1 -- - D3 16 . 7 F L A 1 2 0 / 1 -- - D4 3 F L A 1 2 0 / 1 -- - D5 21 F L A 1 2 0 / 1 -- - D6 6 F L A 1 2 0 / 1 -- - #E E1 6 F L A 1 2 0 / 1 -- - E2 2 F L A 1 2 0 / 1 -- - FL O W B E N C H E S FL O W B E N C H E S FL O W B E N C H E S TE N S I L E T E S T E R FR E E Z E R SH O W E R S T A L L WA T E R S E N S E TO I L E T T E S T E R TO I L E T T E S T E R TO I L E T T E S T E R VA C U U M T E S T E R OV E N CONNECTION TYPE BUS PLUG ----------+48"----+60"------ VA N I T I E S VA N I T I E S VA N I T I E S NDATAREQUIRED N VA N I T I E S VA N I T I E S VA N I T I E S 12 0 / 1 12 0 / 1 12 0 / 1 12 0 / 1 12 0 / 1 12 0 / 1 5 F L A 5 F L A 5 F L A 5 F L A 5 F L A 5 F L A N N N E M P W R N N N N N N N N N N N N N N N N C LA B W O R K A R E A 0 2 3 SC R U B T E S T E R IM M E R S I O N B A T H IM M E R S I O N B A T H OP T I C A L C O M P A C T O R MA C R O S C O P E E3 2 F L A 1 2 0 / 1 -- - IN V E R T E D M I C R O E4 1 F L A 1 2 0 / 1 -- - HA R D N E S S T E S T E R M E T A L E5 1 F L A 1 2 0 / 1 -- - HA R D N E S S T E S T E R R U B B E R E6 1 F L A 1 2 0 / 1 -- - SC A L E S D# FU M E H O O D D1 OV E N IN S P E C T I O N R O O M CH E M I C A L R O O M N N N N NNNNNN N N N N NNONONONONONONONONONONONONOYESYESYESYESYESYESYESEXISTINGNOYESNNNNNNNNNNNNNNNNYESNONONONONONONONONONO NOYESYESYESYESYES YESNNNNNNYESYES 12 5 A - 3 P 12 5 A - 3 P 20 A - 2 P 20 A - 1 P ( 2 ) # 1 2 , # 1 2 G - 3 / 4 " C 20 A - 1 P ( 2 ) # 1 2 , # 1 2 G - 3 / 4 " C 20 A - 1 P ( 2 ) # 1 2 , # 1 2 G - 3 / 4 " C 20 A - 1 P ( 2 ) # 1 2 , # 1 2 G - 3 / 4 " C 20 A - 1 P ( 2 ) # 1 2 , # 1 2 G - 3 / 4 " C (2 ) # 1 2 , # 1 2 G - 3 / 4 " C 20 A - 1 P (2 ) # 1 2 , # 1 2 G - 3 / 4 " C 20 A - 1 P 20 A - 1 P (2 ) # 1 2 , # 1 2 G - 3 / 4 " C (4 ) # 1 , # 6 G - 1 - 1 / 4 " C . (4 ) # 1 , # 6 G - 1 - 1 / 4 " C . (2 ) # 1 2 , # 1 2 G - 3 / 4 " C 20 A - 1 P ( 2 ) # 1 2 , # 1 2 G - 3 / 4 " C YESYESYES 30 A - 3 P ( 4 ) # 1 0 , # 1 0 G - 3 / 4 " C 30 A - 3 P ( 4 ) # 1 0 , # 1 0 G - 3 / 4 " C 30 A - 3 P ( 4 ) # 1 0 , # 1 0 G - 3 / 4 " C 20 A - 1 P ( 2 ) # 1 2 , # 1 2 G - 3 / 4 " C 20 A - 1 P ( 2 ) # 1 2 , # 1 2 G - 3 / 4 " C 20 A - 1 P ( 2 ) # 1 2 , # 1 2 G - 3 / 4 " C 20 A - 1 P ( 2 ) # 1 2 , # 1 2 G - 3 / 4 " C 20 A - 1 P ( 2 ) # 1 2 , # 1 2 G - 3 / 4 " C 30 A - 1 P ( 2 ) # 1 0 , # 1 0 G - 3 / 4 " C 30 A - 1 P ( 2 ) # 1 0 , # 1 0 G - 3 / 4 " C 20 A - 1 P ( 2 ) # 1 2 , # 1 2 G - 3 / 4 " C 20 A - 1 P ( 2 ) # 1 2 , # 1 2 G - 3 / 4 " C 20 A - 1 P ( 2 ) # 1 2 , # 1 2 G - 3 / 4 " C 20 A - 1 P ( 2 ) # 1 2 , # 1 2 G - 3 / 4 " C 20 A - 1 P ( 2 ) # 1 2 , # 1 2 G - 3 / 4 " C 20 A - 1 P ( 2 ) # 1 2 , # 1 2 G - 3 / 4 " C -NO NO PA N E L FE D FR O M OP C I - O W N E R P R O V I D E D C O N T R A C T O R I N S T A L L E D OP O I - O W N E R P R O V I D E D O W N E R I N S T A L L E D CP O I - C O N T R A C T O R P R O V I D E D O W N E R I N S T A L L E D CP C I - C O N T R A C T O R P R O V I D E D C O N T R A C T O R I N S T A L L E D NO T E S : 1. C O O R D I N A T E E X I S T I N G E Q U I P M E N T R E Q U I R E M E N T P R I O R TO R O U G H I N G I N . W H E R E E X I S T I N G C O R D A N D P L U G EX I S T . V E R I F Y T Y P E A N D S I Z E R E Q U I R E D . 2. D A T A R E Q U I R E D - W H E R E I N D I C A T E D Y - ( Y E S ) P R O V I D E DA T A J A C K , S I N G L E C A T 6 C A B L I N G . 3. W H E R E C O R D + P L U G I S I N D I C A T E D , P R O V I D E M A T C H I N G DE V I C E . P R O V I D E D E V I C E A S R E Q U I R E D B Y E Q U I P M E N T (C O O R D I N A T E W I T H E Q U I P M E N T ) . P R I O R T O P U R C H A S E AN D I N S T A L L , L E A V E 4 ' - 6 ' O F S L A C K I N C O R D A F T E R U N I T IS P L U G G E D I N . C O I L S L A C K A N D S E C U R E W I T H C O R D KE E P E R . BU S P L U G T Y P E S : BP 5 - ( 2 ) 3 0 A M P , 1 2 0 V , S I N G L E P H A S E , L 5 - 3 0 T W I S T L O C K C O N N E C T O R BO D I E S , E A C H W / 1 F T D R O P C O R D . ( 2 ) 5 - 2 0 D U P L E X ' S O N F A C E O F B U S PL U G . M A T C H I N G L 5 - 3 0 P L U G T O B E P R O V I D E D , C O N T R A C T O R W I L L WI R E A N D I N S T A L L P L U G O N L O C A L E Q U I P M E N T . ST A R L I N E M O D E L - C B M D C T 5 E 9 4 - ( 2 ) 5 2 0 D - X - ( 2 ) L 5 3 0 C - 4 BP 6 - ( 1 ) 1 2 5 A M P , 1 2 0 / 2 0 8 V A C , 3 P H A S E , 5 W I R E , H B L 5 1 2 5 C 9 W CO N N E C T O R B O D I E S , W / 1 F T D R O P C O R D . ( 1 ) ( 1 ) 5 - 2 0 D U P L E X F A C I N G OU T F R O M B U S P L U G . M A T C H I N G H B L 5 1 2 5 P 9 W P L U G T O B E P R O V I D E D , CO N T R A C T O R W I L L W I R E A N D I N S T A L L P L U G O N L O C A L E Q U I P M E N T . ST A R L I N E M O D E L - C B M D C T 5E 9 3 - 5 2 0 D - X - 7 0 - 5 1 2 5 C 6 W - 4 NO NO NOYES YES YESYESYES YESYESYES NOYES NO NOEXISTING EXISTINGBUS PLUG TYPE BP6 BUS PLUG TYPE BP6 BUS PLUG TYPE BP6 BUS PLUG TYPE BP7 BUS PLUG TYPE BP8 BUS PLUG TYPE BP8 BUS PLUG TYPE BP8 BUS PLUG TYPE BP8 BUS PLUG TYPE BP8 BUS PLUG TYPE BP8 5-20R 5-20R+48"+48"BUS PLUG TYPE BP9 BUS PLUG TYPE BP9 BUS PLUG TYPE BP9 EXISTING EXISTING EXISTING5-20R 5-20R 5-30R 5-20R 5-30REXISTING EXISTINGYES YESYESYES YES EXISTING 5-20RSHARED WITH BP5 OF ITEM D2BUS PLUG TYPE BP5 (SHARED WITH D3)BUS PLUG TYPE BP5 SHARED WITH BP5 OF ITEM D5BUS PLUG TYPE BP5 (SHARED WITH D6)NO NO NO NO NO NO NO NO NO NONONONO NONONONO NO NO NONO NO NO 5-20R 5-20R 5-20R 5-20R5-20R 5-20RNONONONO NO NO+18"+18"+18"+18"+18"+18"L21-30R L21-30R 5-20R(3) 5-20R (3) 5-20R (3) 5-20R (3) 5-20R (3) 5-20R (3) 5-20R BD - 2 BL 1 BL 1 BL 1 BL 1 BL 1 BL 3 BL 3 BL 3 BL 3 BL 3 BL 3 NO NO NONO NO NO BUS PLUG TYPES:BP7 - (2) 30 AMP, 208V, SINGLE PHASE, L6-30 TWIST LOCK CONNECTOR BODIES, EACH W/ 1 FT DROP CORD. (1) 5-20 DUPLEX ON FACE OF BUS PLUG. MATCHING L6-30 PLUG TO BE PROVIDED,CONTRACTOR WILL WIRE AND INSTALL PLUG ON LOCAL EQUIPMENT STAR LINE MODEL-CBMDCT5E94-520D-X-(2)L630C-4 BP8 - (3) 20 AMP, 120V, SINGLE PHASE, L5-20 TWIST LOCK CONNECTOR BODIES, EACH W/ 1 FT DROP CORD. (1) 5-20 DUPLEX ON FACE OF BUS PLUG. MATCHING L5-20 PLUGS TO BE PROVIDED,CONTRACTOR WILL WIRE AND INSTALL PLUG ON LOCAL EQUIPMENT STAR LINE MODEL-CBMDCT5E94-520D-X-(3)L520C-4BUS PLUG TYPES:BP9 - (1) 30 AMP, 120/208VAC, 3 PHASE, 5 WIRE, L21-30 CONNECTOR BODY W/ 1 FT DROP CORD. (1) 5-20 DUPLEX FACING OUT FROM BUS PLUG. MATCHING L21-30 TO BE PROVIDED, CONTRACTOR WILL WIRE AND INSTALL PLUG ON LOCAL EQUIPMENT.STAR LINE MODEL-CBMDCT5E93-520D-X-L2130C-4 BD - 2 BD - 2 BD - 2 BD - 2 BD - 2 BD - 2 BD - 2 BD - 2 BD - 2 BD - 2 BD - 2 BD - 2 BD - 2 BD - 2 BD - 2 BD - 2 BD - 2 BR A N C H C I R C U I T CORD &PLUG WALL/FL.HT. J1 10 F L A 2 0 8 / 3 2 0 A - 3 P ( 3 ) # 1 2 , # 1 2 G - 3 / 4 " C N O NO L 1 4 - 2 0 P L 1 4 - 2 0 R N O - - - J2 - 4 8 0 / 3 2 0 A - 3 P N O YE S 5 0 C O R D N O 3 0 A - 3 P / F - - - J3 85 0 W 1 2 0 / 1 2 0 A - 1 P N O NO 5 - 2 0 P 5 - 2 0 R N O - - - DR O P T E S T E R - A D - 5 0 0 VI B R A T I O N T E S T E R - V 1 2 5 0 CO M P R E S S I O N T E S T E R +4 8 " +4 8 " +4 8 " N N N N J PA C K A G E T E S T I N G N N LA B E Q U I P M E N T S C H E D U L E PL A N NO . LE # EQ U I P M E N T DE S C R I P T I O N LO A D VO L T A G E / PH A S E OC P DE V I C E WI R E AN D CO N D U I T HA R D WI R E D NE M A RC P T . RE Q ' D . DI S C . SW I T C H F= F U S E D D E T A I L C O N T R O L S B Y P R E - W I R E D C N T R L . P N L . RE M A R K S CO N N E C T I O N T Y P E B U S P L U G OP C I - O W N E R P R O V I D E D C O N T R A C T O R I N S T A L L E D OP O I - O W N E R P R O V I D ED O W N E R I N S T A L L E D CP O I - C O N T R A C T O R P R O V I D E D O W N E R I N S T A L L E D CP C I - C O N T R A C T O R P R O V I D E D C O N T R A C T O R I N S T A L L E D D A T A R E Q U I R E D E M P W R -- N O NO N O 6 - 2 0 R N O Y - - +4 8 " - - J4 15 A 2 0 8 / 1 OW N E R R E Q U E S T E D (3 ) # 1 2 , # 1 2 G - 3 / 4 " C (2 ) # 1 2 , # 1 2 G - 3 / 4 " C PA N E L FE D FR O M BL 3 BH 1 BL 3 BL 3 BR A N C H C I R C U I T CO R D & PL U G W A L L / F L . H T . BCD 1 2 3 4 5 6 A. 4 La b W o r k A r e a 02 3 In c o m i n g 02 5 La b O f f i c e s 02 8 Op t i c a l 02 4 C9 C3 C6 C1 7 C4 C1 2 C2 C1 C1 4 Of f i c e 02 9 El e c t r i c a l R o o m 03 0 Wa t e r S e r v i c e 03 1 RE F E R T O O N E - LI N E D I A G R A M FE E D S E C T I O N TB A BL 3 C5C7C8 C1 3 BP 9 C1 3 BP 9 C1 6 C1 1 BP 9 BP 7 BP 6 BP 6 BP 6 BP 8 BP 8 BP 5 D2 D2 BP 5 D4 D6 D5 BP 5 D1 'B D 2 ' 'B D 2 ' EP O 'B D 2 ' BL 1 BL D P 1 AT S - 1 BX H 1 W. I . P . 02 6 Se c u r e S t o r a g e 02 7 Pe n d i n g 02 5 A St o r a g e 03 3 Wo r k r o o m 03 2 La b O f f i c e s 02 8 Co r r i d o r 00 2 Ba t h i n g I n s t a l l & Te s t i n g 00 4 (4 0 0 A ) DEF89J1J2J3J4No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 4 5 : 5 1 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E403ELECTRICALENLARGED PLAN (LAB)Delta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 4 " = 1 ' - 0 " 1 EN L A R G E D L A B W O R K A R E A 1/4" = 1'-0"2 ENLARGED PACKAGE TESTING AREANo. Date Description 12 3 45 6 8 7 9 11 8 15 16 17 19 21 18 23 22 24 25 26 27 29 31 43 33 34 36 37 38 35 39 4 2 44 45 47 4 6 48 49 50 51 41 43 60 59 64 28 33 13 1 3 3 10 32 30 9 3 43 12 12 (0. 7 5 ~ 9 0 , 0 0 0 ~ ~ 2 . 5 " ) (0. 7 5 ~ 1 2 0 , 0 0 0 ~ ~ 2 . 5 " ) D C HC HC D C AIR OUT AIR OUT A I R I N D C H 1 8 4 2 H C H C D 1 C H E M C 1 H 1 R A E 1 E 2 D C G GG G H C D C C H D H C UP 53 56 54 55 52 D C C C 56 58 57 18 6 0 1 8 4 8 1 8 4 8 1848 1848 1836 1848 1848 1848W11 C12C12C12C12C12C12C12 C12W46W46 W34W11 W34W46W461848 1848 1848 1848 67 68 666564 6361614815 base 4815 base 24dwrbase 24dwrbase 3" thick countertop (top = 36")3030snkbase 3330base 3330base 3030basefill/scribe fill/scribe 24 4 8 2 4 4 8 2 4 4 8 2 4 4 8 2 4 3 0 DHCCC CD HI 6 7 8 9 Ki t c h e n 10 5 Ca f e 10 3 Ja n . 10 6 Ho l d i n g 10 5 D W. R . R . 10 7 At r i u m 10 4 1K L 1 DE 6 7 8 9 Ca f e 10 3 Co r r i d o r 10 2 St a i r ST R 3 G 6 7 8 9 W. R . R . 00 8 Co r r i d o r 00 5 St o r a g e R o o m 00 9 B 2 3 4 5 A.4 Ca t e r i n g S t a g i n g 21 8 Br e a k - o u t A r e a 219No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 4 6 : 0 5 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E404ELECTRICALENLARGED PLANS (KITCHEN)Delta Faucet Headquarters ExpansionCheckerAuthor10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 4 " = 1 ' - 0 " 1 EN L A R G E D P L A N - K I T C H E N 1 / 4 " = 1 ' - 0 " 2 EN L A R G E D P L A N - C A F E D R I N K S T A T I O N 1 / 4 " = 1 ' - 0 " 3 EN L A R G E D P L A N - L O W E R L E V E L K I T C H E N ST O R A G E 1 / 4 " = 1 ' - 0 " 4 EN L A R G E D P L A N - S E C O N D F L O O R CA T E R I N G S T A G I N G No. Date Description KI T C H E N E Q U I P M E N T S C H E D U L E PL A N NO . KE # EQ U I P M E N T DE S C R I P T I O N LO A D V O L T A G E / P H A S E BR A N C H C I R C U I T O C P D E V I C E WI R E A N D CO N D U I T HA R D WI R E D CO R D & PL U G NE M A RC P T . RE Q ' D . DISC.SWITCH (F=FUSED)DIAGRAM CONTROLS TO BE WIRED IN FIELD PRE-WIRED CNTRL. PNL.REMARKS CO N N E C T I O N T Y P E WALL/FL.HT. 6 8A 8B 13 A 13 B 15 17 A 17 B 18 19 23 25 27 28 A 28 B 30 31 34 35 A 35 B 36 37 38 39 41 42 44 46 47 DI S H W A S H E R - V E N T L E S S - H O B A R T ' A M - 1 5 V L ' DI S P O S A L - I N S I N K - ' S S - 1 0 0 - 7 - M R S ' 1 H P DI S P O S A L - I N S I N K - ' S S - 1 0 0 - 7 - M R S ' 1 H P RE F R I G E R A T O R - R E A C H - I N T R U E ' T - 4 3 ' RE F R I G E R A T O R - R E A C H - I N T R U E ' T - A 3 ' GA S F R Y E R - D E A N # S M 1 4 0 G WA R M I N G S T A T I O N D E A N ' F W H - 1 A ' CO N V E C T I O N O V E N R A T I O N A L ' C M P 6 1 ' CO N V E C T I O N O V E N S O U T H B E N D ' S L G S / 1 2 5 C ' ( G A S ) SL I C E R G L O B E ' 3 6 0 0 N ' MI X E R G L O B E ' S P 3 0 ' HO T W A T E R D I S P E N S E R H A T C O ' A W D - 1 2 ' HE A T E D C A B I N E T M E T R O ' C S 1 7 - C F C - U ' HE A T E D C A B I N E T M E T R O ' C S 1 7 - C F C - U ' HO T / C O L D W E L L H A T C O H C W B I - 2 D A IC E M A C H I N E M A N I T O W O C ' R N S - 0 3 0 8 A / B - 4 2 0 ' TO A S T E R W A R I N G ' W C T 8 0 0 ' ME R C H A N D I S E R F E D E R A L ' C D4 8 2 8 / R S S 4 S C ' B O T T O M IN D U C T I O N R A N G E T E K ' I C B 2 3 4 - 1 8 ' FO O D P R E P T A B L E T R U E ' T S S U - 4 8 - 1 2 ' HE A T E D S H E L F H A T C O ' H B G B - 4 8 1 8 ' RE F R I G . P R E P T A B L E A I R S P E 4 8 - 1 8 M - S T L HE A T E D W E L L S H A T C O H W B R T - 7 Q T D SN E E Z E G U A R D / H E A T L A M P GR I D D L E C O U N T E R T O P G A S S O U T H B E N D ' H D G 3 6 ' GR I D D L E C O U N T E R T O P G A S S O U T H B E N D ' H D C - 3 6 ' RE F R I G E R A T E D B E V E R A G E B A S E / A I R ' W T R C S 8 4 - 1 ' FR E E Z E R - U N D E R C O U N T E R - T R U E ' T U C - 4 8 F - A D A ' ME R C H A N D I S E R F E D E R A L ' C D 4 8 2 8 / R S S 4 S C ' T O P 45 . 4 2. 2 F L A 2. 2 F L A 5. 8 F L A 1/ 4 H P / 6 . 1 F L A 8. 0 F L A 6. 3 F L A 30 . 8 F L A 7. 9 F L A 1/ 2 H P / 9 . 8 F L A 16 F L A 24 F L A 16 . 7 F L A 16 . 7 F L A 14 . 5 F L A 12 . 8 F L A 18 . 3 3 F L A 16 . F L A 1. 5 F L A 18 0 0 W 8. 6 F L A 10 5 0 W 9. 6 F L A 50 0 W - NO N E NO N E 4. 5 F L A 5. 8 F L A 20 8 / 3 20 8 / 3 12 0 / 1 20 8 / 3 12 0 / 1 12 0 / 1 12 0 / 1 12 0 / 1 12 0 / 1 20 8 / 3 12 0 / 1 12 0 / 1 12 0 / 1 12 0 / 1 12 0 / 1 20 8 / 1 12 0 / 2 0 8 / 1 12 0 / 1 12 0 / 1 12 0 / 1 12 0 / 1 12 0 / 1 12 0 / 1 12 0 / 1 12 0 / 1 12 0 / 1 12 0 / 1 0 0 20 A - 1 P 20 A - 1 P 20 A - 1 P 20 A - 1 P 20 A - 1 P 20 A - 1 P 20 A - 1 P 20 A - 1 P 20 A - 1 P 30 A - 1 P 20 A - 1 P 20 A - 2 P 20 A - 1 P 20 A - 1 P 20 A - 1 P 20 A - 1 P 20 A - 1 P 20 A - 1 P 20 A - 1 P 20 A - 1 P 20 A - 1 P 20 A - 1 P 20 A - 3 P 20 A - 3 P 60 A - 3 P 40 A - 3 P 30 A - 2 P NO N E NO N E (3 ) # 6 , # 1 0 G - 3 / 4 " C (3 ) # 1 2 , # 1 2 G - 3 / 4 " C (3 ) # 1 2 , # 1 2 G - 3 / 4 " C (2 ) # 1 2 , # 1 2 G - 3 / 4 " C (2 ) # 1 2 , # 1 2 G - 3 / 4 " C (2 ) # 1 2 , # 1 2 G - 3 / 4 " C (2 ) # 1 2 , # 1 2 G - 3 / 4 " C (2 ) # 1 2 , # 1 2 G - 3 / 4 " C (3 ) # 8 , # 1 0 G - 3 / 4 " C (2 ) # 1 2 , # 1 2 G - 3 / 4 " C (2 ) # 1 2 , # 1 2 G - 3 / 4 " C (2 ) # 1 2 , # 1 2 G - 3 / 4 " C (2 ) # 1 0 , # 1 0 G - 3 / 4 " C (2 ) # 1 0 , # 1 0 G - 3 / 4 " C (2 ) # 1 0 , # 1 0 G - 3 / 4 " C (2 ) # 1 0 , # 1 0 N , # 1 0 G - 3 / 4 " C (2 ) # 1 2 , # 1 2 G - 3 / 4 " C (2 ) # 1 0 , # 1 0 N , 1 0 G - 3 / 4 " C (2 ) # 1 0 , # 1 0 G - 3 / 4 " C (2 ) # 1 2 , # 1 2 G - 3 / 4 " C (2 ) # 1 0 , # 1 0 G - 3 / 4 " C (2 ) # 1 2 , # 1 2 G - 3 / 4 " C (2 ) # 1 2 , # 1 2 G - 3 / 4 " C (2 ) # 1 2 , # 1 2 G - 3 / 4 " C (2 ) # 1 2 , # 1 2 G - 3 / 4 " C (2 ) # 1 2 , # 1 2 G - 3 / 4 " C NO N E (2 ) # 1 2 , # 1 2 G - 3 / 4 " C NO N E YE S NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO YE S YE S NO NO NO NO L1 1 - 2 0 P L1 1 - 2 0 P CW E CW E CW E 5- 2 O P 5- 2 O P CW E CW E CW E CW E CW E CW E CW E CW E CW E CW E CW E CW E CW E CW E NO NO S- 2 O P NO T E : 3 NO NO NO NO NO L1 1 - 2 0 R L1 1 - 2 0 R 5- 2 0 R 5- 2 0 R 5- 2 0 R 5- 2 0 R 5- 2 0 R 5- 2 0 R 5- 2 0 R 5- 2 0 R 6- 3 0 P 5- 2 0 R 5- 2 0 R 5- 2 0 R 5- 2 0 R 5- 2 0 R 5- 2 0 R 5- 2 0 R 5- 2 0 R 5- 2 0 R 5- 2 0 R 5- 2 0 R 5- 2 0 R 5- 2 0 R NONONONONONONONONONONONONONONONONONONONONONONONONONO60A-NF 30A-NF60ANF-CONNECT VIA SEPARATE SWITCH PROVIDE W/ UNIT. PROVIDE CORD, PLUG AND RECEPTACLE.------DEDICATED GROUND WIRE REQUIRED ---CONFIRM PLUG TYPE ---+72" AFF -SPLIT RECEPTACLE (REFER TO 35B)SPLIT RECEPTACLE (REFER TO 35A)-----NOTE 10 BATTERY IGNITOR NO ELECTRIC REQUIREMENTS - 5- 2 O P NO T E : 3 5- 2 O P FLOOR NOTE 4 FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR FLOORNOTE 4 NOTE 4 NOTE 4 NOTE 4 NOTE 4 NOTE 4 NOTE 4 NOTE 4 NOTE 4 NOTE 4 NOTE 4 NOTE 4 NOTE 4 NOTE 4 NOTE 4 NOTE 4 NOTE 4 NOTE 4 48 5. 9 A 1 2 0 / 1 2 0 A - 1 P ( 2 ) # 1 2 , # 1 2 G - 3 / 4 " C N O C W E 5 - 2 0 R - - - - 49 47 0 0 W 2 0 8 / 1 6- 3 0 R - - - - 50 4. 0 F L A 5- 2 0 R - - - - 51 A 5H . P . ( 6 . 8 A ) NO Y E S - - - NOTES - 5,11,12 51 B 50 0 W ( 2 ) # 1 2 , # 1 2 G - 3 / 4 " C -- -NOTES - 6,7,8 (VERIFY EL ECTRICAL REQUIREMENTS) GA S B U R N E R R A N G E / S O U T H B E N D ' 4 3 6 1 ' MI C R O / C O N V E C T I O N O V E N / M E R R Y C H E F ' E 3 ' RE F R I G E R A T E D B E V E R A G E W O R K T O P / A I R ' W T R 2 7 A ' EX H A U S T S Y S T E M ( E F O N R O O F , C O N T R O L L E R I N K I T C H E N ) EX H A U S T S Y S T E M - F I R E P R O T E C T I O N 12 0 / 1 48 0 / 3 12 0 / 1 20 A - 1 P 20 A - 3 P 20 A - 1 P 30 A - 2 P (2 ) # 1 2 , # 1 2 G - 3 / 4 " C (2 ) # 1 0 , # 1 0 G - 3 / 4 " C (3 ) # 1 0 , # 1 0 G - 3 / 4 " C NO NO YE S CW E CW E NO NONONONOTE 4 NOTE 4 NOTE 4 NOTE 4 NO N O YE S N O NOTE 4 GE N E R A L N O T E S : A. C W E = C O M E S W I T H E Q U I P M E N T B. A L L R O U G H I N L O C A T I O N S S H A L L B E F L U S H C O N S E A L E D T Y P E , U N L E S S N O T E D O T H E R W I S E . C. C O O R D I N A T E E X A C T L O C A T I O N S O F R O U G H I N W I T H A P P R O V E D F I N A L E Q U I P M E N T C U T S A N D K I T C H E N CO N S U L T A N T P R I O R T O R O U G H I N . D. A L L C O R D A N D P L U G C O N N E C T I O N S S H A L L B E O I L R E S I S T A N T ' S O ' C O R D . E. A L L H A R D W I R E D C O N N E C T I O N S S H A L L B E F L E X I B L E M E T A L L I C C O N D U I T W I T H P V C J A C K E T . F. A L L W A L L M O U N T E D E L E C T R I C A L D I S C O N N E C T S A N D D E V I C E S S H A L L B E N E M A 1 2 X S T A I N L E S S S T E E L W A S H A B L E , AN D S P R A Y R E S I S T A N T . G. P R O V I D E H A C R R A T E D B R E A K E R S . H. W H E R E P R O V I D I N G C O R D , P R O V I D E 6 ' F R O M E Q U I P M E N T F A C E T O P L U G B O D Y F A C E . I. P R O V I D E 9 0 ° A N G L E D P L U G S F O R A L L P L U G S PR O V I D E D . C O R D S / P L U G S S H A L L H A N G D O W N A T R E C E P T A C L E . J. P R O V I D E C O R D A N D P L U G F O R A L L U N I T S I N D I C A TE D C O R D A N D P L U G A N D N O T I N D I CA T E D T H A T U N I T I S P R O V I D E D WI T H C O R D A N D P L U G . K. A L L R E C E P T A C L E S W I T H I N P R O X I M I T Y O F A S I NK O R W A T E R S O U R C E S H A L L B E G F C I T Y P E ( O R P R O T E C T E D ) A S RE Q U I R E D B Y C O D E . L. C O O R D I N A T E W I T H K I T C H E N C O N S U L T A N T S D R A WI N G S C L O S E L Y , I N C L U D I N G B Y N O T L I M I T E D T O T H E ' E L E C T R I C A L CO N N E C T I O N S S C H E D U L E A N D AL L A S S O C I A T E D N O T E S . M. A / C = A B O V E C O U N T E R O N B A C K S P L A S H , 6 " T O C E N T E R . CO D E D N O T E S : 1. R O U T E C I R C U I T B E T W E E N I N D O O R & O U T D O O R U N I T A S R E Q U I R E D . R E F E R T O M A N U F A C T U R E S W I R I N G DI A G R A M S . P R O V I D E S T A N D I N C O N C R E T E B A S E F O R D I S C F O R O U T D O O R U N I T . R O U T E C O N T R O L W I R E S BE T W E E N U N I T S A S R E Q U I R E D . 2. C O N N E C T M O N I T O R I N G S Y S T E M U P T O C O O L E R . J U N C T I O N B O X O N T H E C O O L E R S I N S I D E . A L S O R O U T E ( 6 ) # 1 4 I N 1/ 2 " C O N D U I T T O A L A R M S Y S T E M F O R T R O U B L E S I G N A L . 3. P R O V I D E S P L I T R E C E P T A C L E F O R I T E M #3 5 - ( 2 ) D E D I C A T E D C I R C U I T S T 0 ( 1 ) S P L I T R E C E P T A C L E . 4. R E F E R T O K I T C H E N C O N S U L T A N T ' S PL A N S F O R L O C A T I O N A N D H E I G H T O F R O U G H - I N . 5. P R O V I D E S T A R T E R W I T H C O N T A C T S , O L & H, A N D F U S E S P E R M A N U F A C T U R E S R E C O M M E N D A T I O N S . P R O V I D E IN T E R C O N N E C T I N G C O N T R O L W I R E S A S R E Q U I R E D A N D S H OW N O N K I T C H E N C O N S U L T A N T S D R A W I N G S . P R O V I D E IN T O F A C E W I T H F I R E S U P P R E S S I O N C O N T R O L P A N E L TO O P E R A T E A S P R E S C R I B E D I N T H E E V E N T O F F I R E . PR O V I D E C O N T R O L B E T W E E N E X H A U S T F A N A N D M U A U N I T T O P R O V I D E D C O N T R O L L E D F A N S P E E D F R O M 0 % % % TH R O U G H 1 0 0 % % % A S S H O W N ON C O N T R O L D I A G R A M S . 6. P R O V I D E B O X A N D C O N D U I T A S I N D I C A T E D O N E L E C T R I C A L C O N T R A C T O R D R A W I N G S F O R P U L L S T A T I O N S . (2 - L O C A T I O N S ) 7. C O O R D I N A T E W I T H F I R E A L A R M P L A N S . P R O V I D E M O U N T I N G S I G N A L F R O M F I R E A L A R M P A N E L . 8. P R O V I D E C O N N E C T I O N T O B U I L D I N G M A N A G E M E N T S Y S T E M . 9. C O N N E C T C O N T R O L P A N E L T O J U N C T I O N B O X O N T H E I N S I D E O F C O O L E R . S E E 5 6 B . C O N N E C T L I G H T I N G C I R C U I T TO J U N C T I O N B O X O N T H E I N S I D E O F C O O L E R . S E E 5 6 B . 10 . U N I T C O N N E C T D I R E C T L Y T O B A S E U N I T H A R D W I R E D . 11 . R E F E R T O O N E L I N E T O A N D R O O F P L A N F O R C I R C U I T I N G I N F O R M A T I O N . R O U T E A L L R E Q U I R E D C O N T R O L BE T W E E N M A U , F I R E A L A R M S Y S T E M , B U IL D I N G M A N A G E M E N T , A N D C O N T R O L L E R S . CODED NOTES:12. EC SHALL PROVIDE SWITCH ON BOTH HOODS TO START EF AND MUA FAN. PROVIDE INTER-CONNECTING CONTROL WIRES AND COMBINATION STARTERS ON BOTH FANS, SO FANS RUN TOGETHER.PROVIDE STARTER CONTACTS AND CONTROLS SO THAT UPON FIRE ALARM SIGNAL SUPPLY FAN ST OP AND EXHAUST FAN RUNS. 51 C 4. 2 A ( 3 ) # 1 0 , # 1 0 G - 3 / 4 " C -- -NOTES - 5, 11, 12 54 28 . 8 F L A 1 2 0 / 2 0 8 / 1 NO N O N O - - - VERIFY LOAD & CIRCUIT - NOT IN KITCHEN CONSULTANT SCOPE) PROVIDE DISCONNECT BELOW CABINET. SMALL COMPACT UNIT. 55 14 . 8 F L A CW E 5 - 2 0 P 3 0 A - 3 P - - - - 56 A 1. 0 H P ( 1 3 . 6 F L A ) NO N O - - NEMA - 12X STAINLESS STEEL INSIDE UNIT. 56 B 20 0 W NO N O - - NOTE - 2 60 7. 0 F L A ( 1 / 4 H P ) NO N O - - LOCATED IN MECHANICAL YARD NEMA - 3R OUTSIDE UNIT. NOTE 9 61 A 3. 3 F L A CW E 5 - 2 0 R - - - - 61 B CW E 5 - 2 0 R - - - - 63 3. 3 F L A NO C W E 5 - 2 0 R - - - GFCI REQUIRED CB 65 10 . 2 3 F L A NO 6 - 2 O P 6 - 2 0 R - - - 28 . 8 F L A YE S N O N O 6 0 A - - - 14 . 8 F L A NO C W E 5 - 2 0 P N O - - - - 13 . 1 F L A NO 5 - 2 0 P 5 - 2 0 P N O - - - - 18 0 W ( 2 ) # 1 2 , # 1 2 G - 3 / 4 " C N O N O 5 - 2 0 R N O - - - (3) PER CIRCUIT - - / - - - - - - - - - - MU A IT E M S B E L O W A R E I N L O W E R L E V E L A N D 2 N D F L O O R CO F F E E B R E W E R IC E T E A M A K E R WA L K - I N C O O L E R ( E V A P O R A T O R ) A M E R I C A N P A N E L CO O L E R M O N I T O R & A L A R M CO O L E R C O L D P A N / D E L F I E L D ' N 8 1 5 6 B ' RE F R I G E R A T O R - U N D E R C O U N T E R / A I R ' U C R 4 8 A ' RE F R I G E R A T O R - U N D E R C O U N T E R / A I R U C R 4 8 A ' RE F R I G E R A T E D - S E L F S E R V E / O A S I S ' C 0 4 7 R ' CO F F E E B R E W E R 56 C WA L K - I N C O O L E R ( C O N D E N S E R ) A M E R I C A N P A N E L 68 IC E M A C H I N E / I C E O M A T I C ' I C E U 3 0 0 ' 66 IC E T E A B R E W E R 10 0 CO N V E N I E N C E O U T L E T 12 . 7 F L A 20 1 HO O D # 1 48 0 / 3 12 0 / 1 12 0 / 1 20 8 / 1 12 0 / 1 12 0 / 1 12 0 / 1 12 0 / 1 12 0 / 1 12 0 / 1 20 8 / 1 20 8 / 1 12 0 / 2 0 8 / 1 20 A - 1 P 20 A - 2 P 20 A - 1 P 20 A - 2 P 20 A - 1 P 20 A - 1 P 20 A - 1 P 20 A - 2 P 20 A - 1 P 20 A - 1 P 20 A - 1 P 40 A - 2 P 40 A - 2 P 20 A - 3 P (3 ) # 8 , # 8 G - 3 / 4 " C Y E S NO YE S YE S YE S NO NO NO 30A-3P NO NO NO NOFLOOR +48" AFFFLOORFLOOR VERIFY LOAD & CIRCUIT - NOT IN KITCHEN CONSULTANT SCOPE) PROVIDE SMALL COMPACT DISCONNECT BELOW CABINET. (2 ) # 1 2 , # 1 2 G - 3 / 4 " C (3 ) # 8 , # 8 G - 3 / 4 " C (2 ) # 1 2 , # 1 2 G - 3 / 4 " C (2 ) # 1 2 , # 1 2 G - 3 / 4 " C (2 ) # 1 2 , # 1 2 G - 3 / 4 " C (2 ) # 1 2 , # 1 2 G - 3 / 4 " C (2 ) # 1 2 , # 1 2 G - 3 / 4 " C (2 ) # 1 2 , # 1 2 G - 3 / 4 " C (2 ) # 1 2 , # 1 2 G - 3 / 4 " C (2 ) # 1 2 , # 1 2 G - 3 / 4 " C NEMA-3R (2 ) # 1 0 , # 1 0 G - 3 / 4 " C A/C A/C NOTE 4 NOTE 4 NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 53 NOTES - 6,7,8 SO D A D I S P E N S E R NO Y E S YE S N O 56 13 F L A CW E 5 - 2 0 P N O - - - NOTES - 6,7,8 CIRCUIT TO BE VERIFIED PRIOR TO ROUGH-IN IC E M A C H I N E ( O P O I ) 12 0 / 1 2 0 A - 1 P N O (2 ) # 1 2 , # 1 2 G - 3 / 4 " C A/C 13 F L A CW E 5 - 2 0 P N O - - - 12 0 / 1 2 0 A - 1 P N O (2 ) # 1 2 , # 1 2 G - 3 / 4 " C A/C NEMA-12X30A-3P YES - - / - - - - - - - - - - 20 2 HO O D # 2 18 0 W ( 2 ) # 1 2 , # 1 2 G - 3 / 4 " C N O N O 5 - 2 0 R N O - - - (3) PER CIRCUIT 10 0 CO N V E N I E N C E O U T L E T 12 0 / 1 2 0 A - 1 P SEE NOTE 4 --No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 4 6 : 1 0 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E405KITCHENEQUIPMENTSCHEDULEDelta Faucet Headquarters ExpansionCheckerAuthor10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner ReviewNo. Date Description C D H C H C AIR OUT AIR OUT A I R I N C D D C H 1 8 4 2 H C H C E 1 E 2 C 1 H 1 R A D 1 C H E M C D G GG G H C C D C C C D C H D H C CU R B S A N D P R O V I D E C H A S E W O R K R E Q U I R E D B Y N F P A 9 6 - TO SET, FLASH, & CUT O PENINGS FOR EXHAUST & SUPPLYEXHAUST SYSTEM NOTES G . C . AS N E E D E D - TO PROVIDE 1,906,000 BTU FOR DIRECT GAS FIRED HEATED MAKE UP P . C . AI R U N I T . ( V E R I F Y L O C A T I O N ) E. C . T O P R O V I D E S W I T C H A N D M O T O R STARTER WITH AUTOMATIC THERMAL FA N U P O N F I R E S Y S T E M D I S C H A R G E A S D I R E C T E D A S B Y K . E . C . TO T E R M I N A T E P O W E R T O S U P P L Y F A N A N D M A I N T A I N P O W E R T O E X H A U S T AN D I N T E R C O N N E C T M O T O R S T A R T E R S W I T H F I R E S U P P R E S S I O N S Y S T E M PR O T E C T I O N D E V I C E . E . C . T O I N T E R - W I R E F A N S T O O P E R A T E T O G E T H E R - TO PROVIDE 460-V, 3-PH, 5-H.P., 6.8 AMPS TO (1) EXHAUST FA N A N D 4 6 0 - V , 3 - P H , 3 - H . P . , 4.2 AMPS TO (1) SUPPLY FAN. E . C . HO O D S # 2 1 & 5 1 : - TOTAL CFM OF EXHAUSTED AIR TO BE 4345. M . C . TO T A L S U P P L Y A I R T O B E 3 0 4 3 C F M P R O V I D E D T H R U T E M P E R E D M A K E - U P AI R P L E N U M O N H O O D # 2 1 & # 5 1 CO N T R A C T O R (S E E M . C . N O T E S B E L O W ) BU I L D I N G N E G A T I V E O F 1 3 0 2 C F M T O B E M A D E U P B Y M E C H A N I C A L F O R R E F E R E N C E O N L Y REFER TO KITCHEN CONSULTANTS LATEST DRAWINGS. EL E C T R I C A L C O N N E C T I O N S C H E D U L E E- 6 2 0 8 / 2 4 0 - V , 3 - P H , 4 5 . 4 A M P , E L E C T R I C A L S E R V I C E I N W A L L A T 5 ' - 6 " AF F , E X T E N D A N D C O N N E C T T O V E N TL E S S D I S H M A C H I N E ( I T E M # 6 ) E- 5 5 1 2 0 - V , 1 - P H , 1 4 . 8 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 4 ' - 0 " A F F , FO R S E R V I C E T O I C E T E A L B R E W E R ( I T E M # 5 5 ) ( B Y O T H E R S ) ( V E R I F Y w/ V E N D O R ) E- 8 2 0 8 - V , 3 - P H , 2 . 2 A M P , E L E C T R I C A L S E R V I C E I N W A L L A T 1 ' - 6 " A F F , EX T E N D A N D C O N N E C T T O D I S P O S E R w / C O N T R O L S ( I T E M # 8 ) (2 L O C A T I O N S ) E- 1 3 1 2 0 - V , 1 - P H , 5 . 8 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 7 ' - 6 " A F F , F O R SE R V I C E T O T W O D O O R R E A C H - I N R E F R I G E R A T O R ( I T E M # 1 3 ) (N E M A 5 - 1 5 P ) ( 2 L O C A T I O N S ) E- 1 4 1 2 0 - V , 1 - P H , 1 3 . 0 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , EX T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D R E C E P T A C L E O N CH E F ' S T A B L E ( I T E M # 1 6 ) , F O R S E RV I C E T O M I C R O W A V E ( I T E M # 1 4 ) (N E M A 5 - 1 5 P ) E- 1 5 1 2 0 - V , 1 - P H , 6 . 1 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , EX T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D R E C E P T A C L E O N CH E F ' S T A B L E ( I T E M # 1 6 ) , F O R S E R V I C E T O U N D E R C O U N T E R FR E E Z E R ( I T E M # 1 5 ) ( N E M A 5 - 1 5 P ) E- 1 7 1 2 0 - V , 1 - P H , 6 . 3 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 4 ' - 0 " A F F , FO R S E R V I C E T O H E A T L A M P F O R D E E P F A T F R Y E R w / D U M P ST A T I O N ( I T E M # 1 7 ) ( N E M A 5 - 1 5 P ) E- 1 8 2 0 8 - V , 3 - P H , 3 0 . 8 A M P , E L E C T R I C A L S E R V I C E I N W A L L A T 4 ' - 0 " A F F , EX T E N D A N D C O N N E C T T O C O M B I O V E N ( I T E M # 1 8 ) E- 1 9 1 2 0 - V , 1 - P H , 7 . 9 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 4 ' - 0 " A F F , FO R S E R V I C E T O S I N G L E D E C K C O N V E C T I O N O V E N ( I T E M # 1 8 ) (N E M A 5 - 1 5 P ) E- 2 1 1 2 0 - V , 1 - P H , 3 . 0 A M P , E L E C T R I C A L S E R V I C E , D R O P F R O M A B O V E , EX T E N D A N D C O N N E C T T O L I G H T S F O R E X H A U S T H O O D ( I T E M # 2 1 ) (S E E E X H A U S T S Y S T E M N O T E S F O R A L L A D D I T I O N A L E L E C T R I C A L CO N N E C T I O N S ) E- 2 3 1 2 0 - V , 1 - P H , 7 . 0 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 4 ' - 0 " A F F , FO R S E R V I C E T O S L I C E R ( I T E M # 2 3 ) ( N E M A 5 - 1 5 P ) E- 2 5 1 2 0 - V , 1 - P H , 1 6 . 0 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 1 ' - 6 " A F F , FO R S E R V I C E T O 3 0 Q T M I X E R ( I T E M # 2 5 ) ( N E M A 5 - 2 0 P ) E- 2 7 2 0 8 - V , 1 - P H , 2 4 . 0 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 4 ' - 0 " A F F , FO R S E R V I C E T O H O T W A T E R D I S P E N S E R ( I T E M # 2 7 ) ( N E M A 6 - 3 0 P ) E- 2 8 1 2 0 - V , 1 - P H , 1 6 . 0 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 1 ' - 6 " A F F , FO R S E R V I C E T O H E A T E D H O L D I N G C A B I N E T ( I T E M # 2 8 ) (N E M A 5 - 2 0 P ) E- 3 1 1 2 0 - V , 1 - P H , 1 2 . 8 A M P , E L E C T R I C A L S E R V I C E I N W A L L A T 6 ' - 6 " A F F , EX T E N D A N D C O N N E C T T O I C E M A C H I N E w / B I N ( I T E M # 3 1 ) E- 3 0 1 2 0 / 2 0 8 - V , 1 - P H , 1 4 . 5 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U FL O O R , E X T E N D A N D C O N N E C T T O D R O P - I N H O T / C O L D W E L L (I T E M # 3 0 ) E- 3 4 2 0 8 - V , 1 - P H , 7 . 2 1 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , EX T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D R E C E P T A C L E O N MI L L W O R K C O U N T E R ( I T E M # 3 3 ) , FO R S E R V I C E T O P O P - U P T O A S T E R (I T E M # 3 4 ) ( N E M A 6 - 1 5 P ) E- 3 5 1 2 0 - V , 1 - P H , 1 6 . 0 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , EX T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D R E C E P T A C L E O N MI L L W O R K C O U N T E R ( I T E M # 3 3 ) , F O R SE R V I C E T O N O N R E F R I G E R A T E D / RE F R I G E R A T E D D I S P L A Y C A S E ( I T E M # 3 5 ) ( N E M A 5 - 2 0 P ) E- 3 5 b 1 2 0 - V , 1 - P H , 1 . 5 A M P , E L E C T R I C AL S E R V I C E , S T U B U P T H R U F L O O R , EX T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D R E C E P T A C L E O N MI L L W O R K C O U N T E R ( I T E M # 3 3 ) , F O R SE R V I C E T O N O N R E F R I G E R A T E D / RE F R I G E R A T E D D I S P L A Y C A S E ( I T E M # 3 5 ) ( N E M A 5 - 1 5 P ) E- 3 6 2 2 0 - V , 1 - P H , 6 0 . 0 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , EX T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D R E C E P T A C L E O N MI L L W O R K C O U N T E R ( I T E M # 3 3 ) , FO R S E R V I C E T O P O W E R P A C K F O R DR O P - I N I N D U C T I O N R A N G E ( I T E M # 3 6 ) ( N E M A 1 4 - 5 0 P ) E- 3 7 1 2 0 - V , 1 - P H , 8 . 6 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , EX T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D R E C E P T A C L E O N MI L L W O R K C O U N T E R ( I T E M # 3 3 ) , F O R S E R V I C E T O R E F R I G E R A T E D PR E P T A B L E ( I T E M # 3 7 ) ( N E M A 5 - 1 5 P ) ( E X I S T I N G ) ( V E R I F Y w / OW N E R ) E- 3 8 1 2 0 - V , 1 - P H , 8 . 8 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , EX T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D R E C E P T A C L E O N MI L L W O R K C O U N T E R ( I T E M # 3 3 ) , FO R S E R V I C E T O D R O P - I N H E A T E D SH E L F ( I T E M # 3 8 ) ( N E M A 5 - 1 5 P ) E- 3 9 1 2 0 - V , 1 - P H , 5 . 0 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , EX T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D R E C E P T A C L E O N MI L L W O R K C O U N T E R ( I T E M # 3 3 ) , F O R S E R V I C E T O R E F R I G E R A T E D PR E P T A B L E ( I T E M # 3 9 ) ( N E M A 5 - 1 5 P ) E- 4 0 1 2 0 - V , 1 - P H , 1 6 . 0 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , EX T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D R E C E P T A C L E O N MI L L W O R K C O U N T E R ( I T E M # 3 3 ) , F O R S E R V I C E T O P . O . S ( I T E M # 4 0 ) (B Y O T H E R S ) ( V E R I F Y w / V E N D O R ) E- 4 1 1 2 0 - V , 1 - P H , 4 . 2 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , EX T E N D A N D C O N N E C T T O D R O P - I N S O U P W E L L ( I T E M # 4 1 ) (2 L O C A T I O N S ) E- 4 2 1 2 0 - V , 1 - P H , 6 . 7 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , EX T E N D A N D C O N N E C T T O S N E E Z E G U AR D w / H E A T L A M P ( I T E M # 4 2 ) E- 4 7 1 2 0 - V , 1 - P H , 4 . 5 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 2 ' - 0 " A F F , FO R S E R V I C E T O R E F R I G E R A T E D E Q U I P M E N T S T A N D , 8 4 " ( I T E M # 4 7 ) (N E M A 5 - 1 5 P ) E- 4 9 2 0 8 / 2 4 0 - V , 1 - P H , 3 0 . 0 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 3 ' - 0 " AF F , F O R S E R V I C E T O M I C R O W A VE / C O N V E C T I O N O V E N ( I T E M # 4 9 ) (N E M A 6 - 3 0 P ) E- 5 0 1 2 0 - V , 1 - P H , 4 . 0 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 2 ' - 0 " A F F , FO R S E R V I C E T O W O R K T O P RE F R I G E R A T O R , 2 7 " ( I T E M # 5 0 ) (N E M A 5 - 1 5 P ) E- 5 1 1 2 0 - V , 1 - P H , 4 . 0 A M P , E L E C T R I C A L S E R V I C E , D R O P F R O M A B O V E , EX T E N D A N D C O N N E C T T O L I G H T S F O R E X H A U S T H O O D ( I T E M # 5 1 ) (S E E E X H A U S T S Y S T E M N O T E S F O R A L L A D D I T I O N A L E L E C T R I C A L CO N N E C T I O N S ) E- 5 3 1 2 0 - V , 1 - P H , 5 . 0 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 4 ' - 0 " A F F , FO R S E R V I C E T O S O D A D I S P E N S E R ( I T E M # 5 3 ) ( N E M A 5 - 1 5 P ) ( B Y OT H E R S ) ( V E R I F Y w / V E N D O R ) E- 5 4 1 2 0 / 2 0 8 - V , 1 - P H , 2 8 . 8 A M P , E L E C T R I C A L S E R V I C E I N W A L L A T 4 ' - 0 " AF F , E X T E N D A N D C O N N E C T T O C O F F E E B R E W E R ( I T E M # 5 4 ) ( B Y OT H E R S ) ( V E R I F Y w / V E N D O R ) E- 5 6 1 2 0 - V , 1 - P H , 1 2 . 7 A M P , E L E C T R I C A L S E R V I C E I N W A L L A T 4 ' - 0 " A F F , EX T E N D A N D C O N N E C T T O I C E M A C H I N E ( I T E M # 5 6 ) E- 6 0 1 2 0 - V , 1 - P H , 7 . 0 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , EX T E N D A N D C O N N E C T T O S U R F A C E MO U N T E D O U T L E T O N M I L L W O R K CO U N T E R ( I T E M # 3 3 ) , F O R S E R V I C E T O D R O P - I N C O L D W E L L (I T E M # 6 0 ) ( N E M A 5 - 1 5 P ) E- 1 0 0 1 2 0 - V , 1 - P H , 1 6 . 0 A M P , E L E C T R I C A L C O N V E N I E N C E O U T L E T I N W A L L AT 4 ' - 0 " A F F ( 6 L O C A T I O N S ) E- 1 0 1 P U L L S T A T I O N F O R S U P P R E S S I O N F O R E X H A U S T H O O D ( I T E M # 2 1 ) E . C . TO M O U N T 4 " X 4 " O C T A G O N A L B O X A T 4 ' - 0 " A F F , E . C . T O R U N 1/ 2 " C O N D U I T I N W A L L A N D E X T E N D 6 " A B O V E F I N I S H E D C E I L I N G F O R PU L L S T A T I O N A S D I R E C T E D B Y K . E . C . E . C . T O I N T E R - W I R E P U L L ST A T I O N w / S H U N T T R I P B R E A K E R F O R S U P P R E S S I O N S Y S T E M A T TH E F O L L O W I N G : D E E P F A T F R Y E R w / D U M P S T A T I O N ( I T E M # 1 7 ) , CO M B I O V E N ( I T E M # 1 8 ) A N D S I NG L E D E C K C O N V E C T I O N O V E N (I T E M # 1 9 ) E- 1 0 2 P U L L S T A T I O N F O R S U P P R E S S I O N F O R E X H A U S T H O O D ( I T E M # 2 1 ) E . C . TO M O U N T 4 " X 4 " O C T A G O N A L B O X A T 4 ' - 0 " A F F , E . C . T O R U N 1/ 2 " C O N D U I T I N W A L L A N D E X T E N D 6 " A B O V E F I N I S H E D C E I L I N G F O R PU L L S T A T I O N A S D I R E C T E D B Y K . E . C . E . C . T O I N T E R - W I R E P U L L ST A T I O N w / S H U N T T R I P B R E A K E R F O R S U P P R E S S I O N S Y S T E M A T TH E F O L L O W I N G : R E F R I G E R A T E D E Q UI P M E N T S T A N D , 8 4 " ( I T E M # 4 7 ) , MI C R O W A V E / C O N V E C T I O N O V E N ( I T E M # 4 9 ) A N D W O R K T O P RE F R I G E R A T O R , 2 7 " ( I T E M # 5 0 ) E- 8 E- 6 E- 8 E- 1 7 E- 1 8 E- 1 9 E- 2 1 E- 1 5 E- 1 4 E- 1 0 0 E- 2 5 E- 1 3 E- 1 3 E- 5 1 E- 4 9 E- 5 0 E- 4 7 E- 2 8 E - 2 3 E- 5 6 E- 5 3 E - 5 4 E - 5 E- 3 5 b E- 3 4 E- 4 1 E- 3 7 E - 3 6 E - 3 0 E - 3 8 E - 3 9 E- 1 0 0 E- 1 0 0 E- 1 0 0 E- 1 0 0 E- 2 7 E- 1 0 1 E- 1 0 2 E- 6 0 E- 3 5 E- 4 2 E- 3 1 2' - 4 " 5' - 5 " 6 ' 2 ' - 1 1 " 1 ' - 8 " 2 ' 9 " 5 ' - 4 " 2 ' - 1 0 " 1 ' - 2 " 5' - 2 " 10 ' - 2 " 2" 7 ' - 8 " 1 ' - 2 " 1' - 6 " 2' 1' - 5 " 3' - 1 " 11 " 4' - 3 " 3' - 6 " 2' - 1 0 " 6" 3' - 4 " 4' 11 " 7' - 6 " 1' - 2 " 1' - 8 " 4' - 9 " 5 ' - 1 1 " 2 ' - 7 " 2 ' - 4 " 5' - 4 " 3' - 2 " 3' - 3 " 4' 6' - 8 " 4' - 1 1 " 5' - 9 " 1' - 2 " 1' - 1 0 " 2' - 1 " 8 " 3' - 4 " 1' - 3 " GHIJ 67 8 9 CDE 67 8 9 UP (0.7 5 ~ 9 0 , 0 0 0 ~ ~ 2 . 5 " ) (0.7 5 ~ 1 2 0 , 0 0 0 ~ ~ 2 . 5 " ) UP No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 4 6 : 1 7 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E406KITCHENREFERENCE PLANDelta Faucet Headquarters ExpansionCheckerAuthor10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner ReviewNo. Date Description 24 4 8 2 4 4 8 2 4 4 8 2 4 4 8 2 4 3 0 D H C C C 18 6 0 1 8 4 8 1 8 4 8 1 8 4 8 1 8 4 8 1 8 3 6 1 8 4 8 1 8 4 8 1 8 4 8 W1 1 C1 2 C12C12 C 1 2 C 1 2 C 1 2 C 1 2 C1 2 W 4 6 W 4 6 W3 4 W1 1 W3 4 W 4 6 W 4 6 1 8 4 8 1 8 4 8 18 4 8 18 4 8 CD 6' - 1 1 " 2 ' - 1 " 3 ' 2 ' - 1 " 2 ' - 9 " 1 ' - 1 0 " 3 ' 9 " 5 ' - 1 1 " 13 ' - 2 " 1' - 7 " 7 ' - 1 1 " 2 ' - 2 " 4' 9 ' - 7 " 6' - 1 0 " EL E C T R I C A L C O N N E C T I O N S C H E D U L E E- 5 6 1 2 0 - V , 1 - P H , 5 . 0 A M P E L E C T R I C A L S E R V I C E , D R O P F R O M A B O V E , E X T E N D AN D C O N N E C T T O L I G H T S F O R W A LK - I N C O O L E R ( I T E M # 1 ) ( A L L AD D I T I O N A L L I G H T S B Y A R C H I T E C T / O W N E R ) E- 5 6 b 2 0 8 / 2 3 0 - V , 1 - P H , 0 . 9 A M P E L E C T R I C A L S E R V I C E I N W A L L A T 1 0 ' - 0 " A F F , EX T E N D A N D C O N N E C T T O E V A P O R A T O R F O R W A L K - I N C O O L E R ( I T E M # 5 6 ) E- 5 6 c 2 0 8 / 2 3 0 - V , 1 - P H , 1 2 . 7 A M P E L E C T R I C A L S E R V I C E I N W A L L A T 2 ' - 0 " A F F , EX T E N D A N D C O N N E C T T O C O M P R E S S O R FOR WALK-IN COOLER (ITEM #56) (E . C . T O I N T E R - W I R E T H E R M O S T A T , S O L E N O I D A N D E V A P O R A T O R ) ( E . C . T O PR O V I D E D I S C O N N E C T ) ( N O T S H O W N ON DRAWING) (VER IFY LOCATION w/ AR C H I T E C T ) E- 6 1 1 2 0 - V , 1 - P H , 3 . 3 A M P E L E C T R I C A L S E R V I C E I N F L O O R , E X T E N D A N D CO N N E C T T O E L E C T R I C A L O U T L E T P E D E S T A L , F O R S E R V I C E T O UN D E R C O U N T E R R E F R I G E R A T O R ( I T E M # 6 1 ) ( N E M A 5 - 1 5 P ) E- 6 3 2 0 8 - V , 1 - P H , 1 0 . 2 3 A M P E L E C T R I C A L O U T L E T I N W A L L A T 1 ' - 6 " A F F , F O R SE R V I C E T O R E F R I G E R A T E D M E R C H A N D I S E R ( I T E M # 6 3 ) ( N E M A 6 - 2 0 P ) (2 L O C A T I O N S ) E- 6 5 1 2 0 / 2 0 8 - V , 1 - P H , 2 8 . 8 A M P E L E C T R I C A L S E R V I C E I N W A L L A T 4 ' - 0 " A F F , EX T E N D A N D C O N N E C T T O C O F F E E B R E W E R ( I T E M # 6 5 ) ( B Y O T H E R S ) (V E R I F Y w / V E N D O R ) E- 6 6 1 2 0 - V , 1 - P H , 1 4 . 8 A M P E L E C T R I C A L O U T L E T I N W A L L A T 4 ' - 0 " A F F , F O R SE R V I C E T O I C E D T E A B R E W E R ( I T E M # 6 6 ) ( N E M A 5 - 1 5 P ) ( B Y O T H E R S ) (V E R I F Y w / V E N D O R ) E- 6 8 1 2 0 - V , 1 - P H , 1 3 . 1 A M P E L E C T R I C A L O U T L E T E T I N W A L L A T 4 ' - 0 " A F F , F O R SE R V I C E T O I C E M A C H I N E ( I T E M # 6 8 ) ( N E M A 5 - 1 5 P ) E- 1 0 0 1 2 0 - V , 1 - P H , 1 5 . 0 A M P E L E C T R I C A L C O N V E N I E N C E O U T L E T E T I N W A L L A T 4' - 0 " A F F ( 5 L O C A T I O N S ) E- 1 0 0 E- 6 5 E- 6 6 E- 1 0 0 E- 6 3 E- 6 8 E- 1 0 0 E- 1 0 0 E- 1 0 0 E- 5 6 b E- 5 6 E- 6 1 E- 6 1 00 P-5 F D V 0 . 0 0 4 . 0 0 P- 5 F D V 0 . 0 0 4 . 0 0 00 00 00 00 F O R R E F E R E N C E O N L Y REFER TO KITCHEN CO NSULTANTS LATEST DRAWINGS. B 23 4 5 A. 4 GH 67 8 9 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 4 6 : 2 1 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E407KITCHEN AREAS REFERENCE PLANDelta Faucet Headquarters ExpansionCheckerAuthor10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner ReviewNo. Date Description SUPPORT STRUCTURECOMBINATION BEAM CLAMP AND CONDUIT HANGER OR EQUIVALENT NOTE: FOR STEEL STRUCTURAL SYSTEM BE A M C L A M P TH R E A D E D R O D SI Z E A S R E Q U I R E D ST R U T C L A M P OR E Q U I V A L E N T CO N D U I T C L A M P OR E Q U I V A L E N T SI Z E A S R E Q U I R E D UN I T S T R U T C H A N N E L OR E Q U I V A L E N T BE A M C L A M P NO T E : F O R S T E E L S T R U C T U R A L S Y S T E M . BU I L T - U P R O O F D E C K . (B Y O T H E R S ) CO N D U I T , S E C U R E T O S T R U C T U R A L ST E E L D I R E C T L Y B E L O W P E N E T R A T I O N . SP U N A L U M I N U M F L A S H I N G BA S E ST A I N L E S S S T E E L C L A M P S ST E P P E D P V C B O O T RO O F I N G (B Y O T H E R S ) CO N D U I T 1 2 " 2" 3 " " X " M I N . 1 8 " M I N . BU R Y C O N D U I T S 4 8 " M I N I M U M F O R UT I L I T Y T R A N S F O R M E R P R I M A R Y . A L L OT H E R C O N D U I T S S H A L L B E B U R I E D A MI N I M U M O F 3 0 " B E L O W G R A D E . BA C K F I L L W I T H S A N D A N D CO M P A C T T O 9 5 % M A X I M U M DE N S I T Y P E R A S T M D 1 5 5 7 . PR O V I D E D E T E C T A B L E M A G N ET I C M A R K E R T A P E B U R I E D HA L F T H E D I S T A N C E B E T W E E N C O N D U I T A N D G R A D E . MA R K E R T A P E S H A L L H A V E " C A U T I O N E L E C T R I C A L O R CO M M U N I C A T I O N L I N E B E L O W " P R I N T E D O N I T . B A S I S OF D E S I G N I S T H O R ' A L A R M T A P E . " FI N I S H G R A D E PV C T Y P E " D B " NOTES: SU R F A C E M O U N T E D EQ U I P M E N T FREE STANDING EQUIPMENT 1.2.3.4. 30 " WORKING CLEARANCE 42" MINIMUM OR PER NEC TABLE 110-16(a).30"3" WIDE PERMANENT PAINTED SAFETY YELLOW STRIPS 10"SPACING, ON DIAGONAL LAYOUT, ON FLOOR IN FRONT AND REAR OF EQUIPMENTWALLREARELECTRICALEQUIPMENTFRONT EL E C T R I C A L EQ U I P M E N T FR O N T MI N . T O L E N G T H OF E Q U I P M E N T 3" W I D E P E R M A N E N T P A I N T E D SA F E T Y Y E L L O W S T R I P S , 1 0 " SP A C I N G , O N D I A G O N A L LA Y O U T , O N F L O O R I N F R O N T OF E Q U I P M E N T . MIN. TO LENGTH OF EQUIPMENT PAINTED AREAS (DENOTING NEC "WORKING CLEARANCE") REQUIRED IN MECHANICAL ROOMS, CLOSETS AND OTHER AREAS AS SHOWN ON THE DRAWINGS OR IN THE AREAS REQUESTED BY THE ENGINEER.PAINTED AREAS NOT TO BE PROVIDED IN CORRIDORS, OFFICES AND FINISHED ROOMS.PAINTING TO BE PROVIDED AS SOON AS FLOOR INSTALLATION ALLOWS. AREAS ARE TO BE RE-PAINTED BEFORE OCCUPANCY.PAINT SHALL BE GLIDDEN URETHANE GLOSS ENAMEL, #6000 SERIES OR APPROVED EQUAL.5.COMPLY WITH NEC ARTICLE 110.26 ST E E L J O I S T O R B E A M S AD D I T I O N A L R O D OR W I R E S U P P O R T 1/ F I X T U R E . AD J U S T A B L E S U P P O R T BR A C K E T , 2 / F I X T U R E (A T T A C H T O C E I L I N G CH A N N E L S ) TI E W I R E LA Y - I N CE I L I N G FI X T U R E LA Y - I N CE I L I N G CH A N N E L S NO T E : 1 2 " 3' - 0 " 3/ 4 " R G S C O N D U I T 1- 1 / 2 " T O 3 / 4 " R E D U C I N G F I T T I N G EP D M R U B B E R C A P W I T H S T A I N L E S S S T E E L CL A M P SP U N A L U M . B A S E F L A N G E RO O F I N G / F L A S H I N G 3- 1 / 2 " x 3 - 1 / 2 " x 1 / 4 " L ( T Y P I C A L O F 2 ) 1- 1 / 2 " U - B O L T ( T Y P I C A L O F 2 ) 1- 1 / 2 " T O 3 / 4 " R E D U C I N G F I T T I N G 3/ 4 " R G S N I P P L E , N U T W A S H E R A N D CO M P R E S S I O N C O N N E C T O R 4" x 4 " J - B O X W I T H B L A N K C O V E R 3/ 4 " E M T B O X C O M P R E S S I O N CO N N E C T O R 3/ 4 " E M T C O N D U I T ST R U C T U R A L D E T A I L S H O W N I S T O B E R E P R E S E N T A T I V E O N L Y . R E F E R T O AR C H I T E C T U R A L D R A W I N G S A N D S T R U C T U R A L D R A W I N G S F O R A C T U A L C O N D I T I O N S ON T H I S P R O J E C T . PO I N T T O T H E N O R T H ON E L I N K M O R E T H A N T A U T ST R U C T U R E I N S T A L L E D W I T H SA F E T Y C H A I N ( O R W I R E 1 4 " G A . M I N ) T O 4' M I N . , 6 ' M A X . L E N G T H - 3 / 8 " F L E X FA C T O R Y W I R E I N T O F I X T U R E ( T Y P . ) CO N D U I T W / 3 - # 1 8 C O N D U C T O R S ; RE C E S S E D L I G H T F I X T U R E ( T Y P . ) TY P I C A L 2 ' X 4 ' L A Y - I N BE T W E E N H A N G E R S ( T Y P . ) 8' M A X S P A C I N G WI T H I N 3 ' O F O U T L E T BL D G . S T R U C T U R E SU S P E N S I O N F R O M 9/ 3 2 " D I A . S T E E L R O D DO N O T S U P P O R T CO N D U I T O R B O X T- B A R L A Y - I N C E I L I N G SU S P E N S I O N S Y S T E M ( T Y P . ) CO N D U I T C L A M P ( T Y P . ) 3' M A X . F R O M B O X T O H A N G E R ( T Y P . ) FR O M C E I L I N G GR I D H A N G E R S NO T E : LE N G T H ( T Y P . ) BO X ( T Y P I C A L ) CO N D U I T ( T Y P . ) AN D S U P P O R T E D R I G I D L Y F R O M S T R U C T U R E (T Y P . ) . I N S T A L L N O C L O S E R T H A N 1 ' - 0 " FR O M A N Y F I X T U R E . ST E E L O U T L E T B O X - S I Z E D P E R N . E . C . C L C L FIN I S H E D F L O O R CO N C . S L A B P E R P L A N S ST E E L C O L U M N P E R P L A N S 3/4 " x 1 0 ' - 0 " C O P P E R CL A D S T E E L G R O U N D R O D CL A S S I I C O P P E R G R O U N D I N G C O N D U C T O R 1" P V C C O N D U I T S L E E V E FO O T I N G S P E R P L A N S BO N D I N G P L A T E O R EX O T H E R M I C W E L D TO S T E E L C O L U M N EX O T H E R M I C C O N N E C T I O N TO G R O U N D R O D NO T E S : A. G R O U N D W H E R E I N D I C A T E D O N P L A N S . B. M I N I M U M P L A C E M E N T - i ) E A C H C O R N E R , i i ) 4 5 ' S P A C I N G . 2 4 " 1 - 1 / 2 " 1 2 " MIN.SCREW ON PVC CAP WITH TAMPER SCREWS. PAINT TO MATCH BEDDING MATERIAL.MOUSE HOLE FOR CORD AND PLUG GRADE DUPLEX GFCI RECEPTACLE IN PVC BOX WITH WEATHERPROOF COVERPLATE 3/4" PVC CONDUIT 12" PVC WELL SLEEVE WEATHERPROOF PVC JUNCTION BOX. SIZE 4"x4" OR LARGER AS REQUIRED FOR CONDUIT.PVC CONDUIT. SIZE AS SHOWN ON DRAWINGS.EXCAVATE AND BACKFILL WITH CRUSHED STONE, MAXIMUM SIZE 1-1/2".No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 4 6 : 3 4 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E500ELECTRICALDETAILSDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner ReviewNTS4DETAIL - 1.5 AND SMALLER CONDUIT SUPPORT NT S 3 DE T A I L - 2 A N D L A R G ER C O N D U I T S U P P O R T NT S 1 DE T A I L - C O N D U I T R O O F P E N E T R A T I O N NT S 6 DE T A I L - D I R E C T B U R I E D C O N D U I T NTS 7DETAIL - ELECTRICAL WORKING CLEARANCE NT S 5 DE T A I L - L A Y - I N C E I L I N G E X I T S I G N MO U N T I N G NT S 9 DE T A I L - P H O T O C E L L M O U N T I N G NT S 8 DE T A I L - R E C E S S E D L I G H I T N G NT S 2 DE T A I L - C O L U M N G R O U N D I N G W I T H SL E E V E NTS 10 DETAIL - PLANTING BED RECEPTACLENo. Date Description 1 0 '-0 "1 0 '-0 "10'-0"3/0 CU DISC. LINK3/0 CU }3/O CU3/O CU GROUND RODS (REFER TO DETAIL ABOVE)CONNECTION TO STRUCTURAL STEEL OF BLDG.CONNECT TO COLD WATER SYSTEM TO RE-STEEL IN CONCRETE FOUNDATION AT MAIN EQUIPMENT GROUND BUSNEUTRAL BUS SURGE ARRESTOR WATER METER COLD WATER PIPE 3/O CU SHUNT AROUND WATER METER3/O CU TO WATER METER3/0 COPPER CABLEEXOTHERMICALLYWELD CABLE TO GROUND RODS 3/4" DIA. X 10' LONG (CU WITH TIN COATING)COPPER CLAD STEEL GROUND ROD 3/0 COPPER CABLE RE C E P T A C L E J U N C T I O N B O X W I T H 2- 2 0 A D U P L E X R E C E P T A C L E S . SU P P O R T S T O ST R U C T U R E ( T Y P . ) ST A I N L E S S S T E E L P L A T E CE I L I N G CI R C U I T S A S S H O W N / I N D I C A T E D O N P L A N S 7' - 0 " A F F F R O M B O T T O M OF R E C E P T A C L E CO R D W I T H ST R A I N R E L I E F ST A I N L E S S S T E E L P L A T E BE D E T E R M I N E D I N F I E L D . EX A C T L O C A T I O N T O LO C A T E O V E R S H O P E Q U I P M E N T . BE D E T E R M I N E D I N F I E L D . EX A C T L O C A T I O N T O LO C A T E O V E R S H O P E Q U I P M E N T . CA B L E G R I P S S. O . C O R D , S E E N O T E # 4 . CA B L E G R I P S CA B L E D R O P JO I S T S BU S D U C T ST R U C T U R A L S T E E L CA B L E T O B U S D U C T DI S C . S W I T C H SA F E T Y S P R I N G CA B L E L O O P NO T E S : (T Y P I C A L ) EQ U I P M E N T " E Q - X X " 1. A L L C A B L E S U P P O R T S S H A L L B E A D J U S T A B L E I N LE N G T H A N D H A V E E A S I L Y R E M O V A B L E A N D R E - S E T CL A S P S S O U N I T S A R E M O V A B L E A N D F L E X I B L E . 2. D E S I G N B A S E D O N S T A R L I N E P R O D U C T S . 3. P R O V I D E G L U E D & S C R E W E D M I C A R T A L A B E L 1 " H I G H "8 0 A F U S E M A X " O N P L U G . 4. S . O . C O R D ( 4 ) C O N D # 4 A W G . 5. A L L D E V I C E S S H A L L B E P R O V I D E D W I T H H E A V Y D U T Y ST R A I N R E L I E F . PL U G - I N B U S , F U S E D DI S C . S W I T C H . S I M I L A R TO S T A R L I N E #F D T 5 - 1 0 0 - 3 - 6 0 0 - 4 18 ' C L E A R 6. H O R I Z O N T A L R U N S S H A L L B E S U P P O R T E D A T M A X . O F 5' - 0 " . A V O I D A N Y S W A G 8 " O R G R E A T E R . FR O M S T R U C T U R E N. E . C . A N D S U P P O R T R I G I D L Y CH A I N H A N G E R / A I R C R A F T C A B L E T O S T R U C T U R E ST E E L O U T L E T B O X - S I Z E P E R PE N D A N T M O U N T E D FI X T U R E CO N D U I T W / 3 - # 1 4 C O N D U C T O R S 6' M A X L E N G T H - 3 / 8 " F L E X PR O V I D E T W O C H A I N H A N G E R S FO R E A C H F I X T U R E . A D J U S T TO H A N G F I X T U R E L E V E L . SE L E C T C H A I N L E N G T H T O P R O V I D E MO U N T I N G H E I G H T A S R E Q U I R E D O N DR A W I N G S . NO T E S : AL L F I X T U R E S I N S A M E A R E A S H A L L BE H U N G A T T H E S A M E H E I G H T . 2.1.3. NO T E S : 1 2 3 4 1 2 3 4 TR A N S F O R M E R P A D B Y E . C . A S R E Q U I R E D B Y UT I L I T Y . TR A N S F O R M E R P R O V I D E D A N D S E T B Y U T I L I T Y . SE C O N D A R Y C O N D U I T S P R O V I D E D B Y A N D I N S T A L L E D B Y E . C . PR I M A R Y C O N D U I T S P R O V I D E D B Y A N D I N S T A L L E D B Y E . C . 5 CO O R D I N A T E W I T H U T I L I T I E S R E Q U I R E M E N T S P R I O R T O B I D D I N G . 6 PR O V I D E C O N C R E T E A N C H O R S 2 0 " MI N I M U M B E L O W F R O S T L I N E . 6 5 (T Y P . ) T C L C L 32 " F. A . H O R N / S T R O B E D E V I C E DA T A O U T L E T RE C E P T A C L E LI G H T S W I T C H TH E R M O S T A T 80 " 30 " 48 " 18 " NO T E S : 1. D E V I C E S S H O W N S T A C K E D A L O N G WA L L S F A L L I N T H E O R D E R O F L O W E S T (C L O S E S T T O W A L L ) T O H I G H E S T (F U R T H E S T F R O M W A L L ) . 2. H E I G H T S S H O W N A R E T Y P I C A L U N L E S S OT H E R W I S E N O T E D E L S E W H E R E O N DR A W I N G S , S P E C S O R I D E N T I F I E D I N AP P L I C A B L E C O D E S . 3. V E R T I C A L D I M E N S I O N S A R E T O C E N T E R OF D E V I C E . 6"60"36"24" DIA.#6 AWG GROUND WIRE FINISH GRADEBASECOVERHANDHOLEPOLEMOUNTING BOLT LAYOUT PER MFGR. TEMPLATE GROUT BASE ANCHOR BOLTS 8-#8 VERT. BARS W/#3 TIES @ 16" O.C.CONDUITCONC. BASE WITH 1" CHAMFER:PROVIDE VERY HIGH QUALITY SMOOTH FINISH NO T E S : PL A N V I E W 4.3.2.1. 3" C L E A R A N C E T O P , S I D E S A N D B O T T O M US E 3 0 0 O P S I 2 8 D A Y S T R E N G T H C O N C R E T E F O R P O L E B A S E . PL A C E C O N C R E T E T H E S A M E D A Y B A S E I S D R I L L E D . US E S O N O T U B E F O R M A B O V E G R A D E A N D E X T E N D T O 6 " B E L O W G R A D E . RE F E R T O P O L E B A S E D E T A I L F O R DI M E N S I O N S . RE I N F O R C I N G BA R S LO O P S 3/ 4 " C A N T A L L A R O U N D EX P O S E D C O N C R E T E SH A L L B E H A N D RU B B E D F I N I S H FI N I S H G R A D E (8 ) # 5 R E I N F O R C I N G B A R #4 S P I R A L W I T H 6 " P I T C H OR C I R C U L A R R I N G S ON 6 " C E N T E R S (3 ) # 4 L O O P S O N 2 " CE N T E R S T O P A N D BO T T O M No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 4 6 : 4 0 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E501ELECTRICALDETAILSDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner ReviewNTS3DETAIL - SERVICE GR OUNDING ELECTRODE CONNECTION NT S 5 DE T A I L - M O D E L S H O P E Q U I P M E N T D R O P AN D 1 2 0 V D R O P S NT S 4 DE T A I L - S H O P E Q U I P M E N T C A B L E NT S 2 DE T A I L - S U S P E N D E D P E N D A N T F I X T U R E IN S T A L L NT S 6 DE T A I L - P A D M O U N T E D U T I L I T Y TR A N S F O R M E R N. T . S 1 DE T A I L - W A L L D E V I C E O R I E N T A T I O N - EL E C T R I C A L NTS 7 DETAIL - POLE BASE - 6 AFG NT S 8 DE T A I L - P O L E B A S E C O N C R E T E A N D RE I N F O R C I N G No. Date Description T R A N S F O R M E R K V A R A T I N G P R I M A R Y P H A S E C O N D U C T O R P R I M A R Y E Q U I P M E N T G R O U N D I N G C O N D U C T O R S I Z E S I Z E P E R P H A S E S E E N O T E 1 C O N D U I T S I Z E F O R P R I M A R Y C O N D U C T O R CONDUITS MAY BE REQ'D)CONDUCTORS (MULTIPLE CONDUIT SIZE FOR SECONDARY D W HEAT LOSSES WATTS H 3 P H A S E - 4 W I R E - A P M P E R E S 4 8 0 V O L T P R I M A R Y C B / F S 4 8 0 V O L T - 3 P O L E M A X . - A M P E R E S 2 0 8 V O L T S E C O N D A R Y 2 0 8 V O L T 3 P O L E M A X I M U M C I R C U I T B R E A K E R / F U S E S I Z E S E E N O T 2 NEAUTRAL CONDUCTOR SIZE S E C O N D A R Y P H A S E & PER PHASE GROUNDING CONDUCTOR SIZE SECONDARY EQUIPMENTSIZE (IN)REMARKS LO C A T I O N DE S I G N A T I O N C O N N E C T I O N KV A P H A S E V O L T A G E T Y P E MOUNT LOAD SERVED 1.2.3.4.5. NO T E S : 6.7.8. 9. 10 . 11 . 12 . 13 . 14 . IN C R E A S E F E E D E R S I Z E F O R V O L T A G E D R O P A S R E Q U I R E D . RE Q U I R E D F O R P A N E L B O A R D S O R D I S T R I B U T I O N P A N E L S . TA B L E B A S E D O N 1 5 0 C K - 1 T R A N S F O R M E R . K- 1 3 T R A N S F O R M E R W I L L R E Q U I R E 2 0 0 % N E U T R A L S . TR A N S F O R M E R S T O B E L O C A T E D A M I N I M U M O F 6 " F R O M W A L L S A N D 6 " F R O M OB J E C T S O N E N D S O F T R A N S F O R M E R . PR O V I D E G R O U N D I N G T O B U I L D I N G S T E E L A T E A C H T R A N S F O R M E R . PH Y S I C A L S I Z E S A N D H E A T L O S S E S A R E A P P R O X I M A T E . RE F E R T O F E E D E R S C H E D U L E F O R F E E D ER C O N D U C T O R A N D C O N D U I T S I Z E S . FE E D E R A N D B R E A K E R / F U S E / S W I T C H S I Z E S M U ST BE SIZED TO INCLUDE LCL ADDITION. TR A N S F O R M E R S T H A T A R E 4 5 K V A A N D L E S S M A Y B E W A L L O R C E I L I N G M O U N T E D . TR A N S F O R M E R P H Y S I C A L P R O P E R T I E S A R E T Y P I C A L V A L U E S F O R S C H E M A T I C D E S I G N AN D L A Y O U T P U R P O S E S . A C T U A L P H Y S I C A L P R O P E R T I E S M A Y V A R Y . TR A N S F O R M E R S L A R G E R T H A N 1 1 2 . 5 K V A SHOULD BE SPECIFIED AS COMPLETELY EN C L O S E D , I F L O C A T E D I N N O N - F I R E - R A T E D W A L L S . 3" M I N I M U M T H I C K N E S S H O U S E K E E P I N G P A D S H O U L D B E S P E C I F I E D F O R A L L F L O O R - MO U N T E D T R A N S F O R M E R S . FO R D O U B L E E N D E D S U B S T A T I O N S , G R O U N D NEUTRAL AHEAD OF NEUTRAL BUS LINK AN D S I Z E G R O U N D F O R T O T A L K V A . 6 7 1 5 / 1 0 1 2 1 2 3 / 4 1 7 2 5 1 0 9 1 1 1 5 / 1 5 1 2 1 2 3 / 4 2 5 3 5 8 15 1 8 3 0 / 2 5 1 0 1 0 3 / 4 4 2 6 0 6 30 3 6 4 5 8 1 0 3 / 4 8 3 1 1 0 1 / 0 45 5 4 7 0 4 8 1 1 2 5 1 7 5 2 / 0 75 9 0 1 2 5 1 6 1 - 1 / 4 2 0 8 3 0 0 3 5 0 11 2 . 5 1 3 5 1 7 5 2 / 0 6 1 - 1 / 2 3 1 2 4 0 0 5 0 0 15 0 1 8 0 2 2 5 4 / 0 4 2 4 1 5 6 0 0 2 - 3 5 0 22 5 2 7 1 3 5 0 5 0 0 3 3 6 2 5 8 0 0 2 - 5 0 0 30 0 3 6 1 4 5 0 2 - 4 / 0 2 2 8 3 0 1 2 0 0 4 - 3 5 0 50 0 6 0 1 8 0 0 2 - 5 0 0 1 / 0 2 - 3 1 3 8 0 2 0 0 0 6 - 5 0 0 75 0 9 0 2 1 2 0 0 4 - 3 5 0 3 / 0 4 - 3 2 0 8 2 3 0 0 0 1 0 - 5 0 0 10 0 0 1 2 0 3 1 6 0 0 5 - 5 0 0 4 / 0 3 2 7 7 6 4 0 0 0 1 4 - 5 0 0 5 0 0 5002501/0134 3/012661010 3-1/23-1/23-1/233-1/2 3-1/23-1/23 606045 505035333636332821242421193/4 21-1/23/4 1816 26232019 17151114 4000 7665 76 -12000900046464444344800520065003100220013302823171600900-- TB C TB A TB B EL E C T . 0 3 0 PR I M A R Y 15 0 3 4 8 0 22 5 30 0 33 48 0 48 0 12 0 / 2 0 8 D E L T A SE C O N D A R Y 12 0 / 2 0 8 12 0 / 2 0 8 DE L T A DE L T A PR I M A R Y TP1 TP1 TP1 WYE PADWYEWYESECONDARYPADPADPANEL BLDP1 ME C H . 0 1 2 ME C H . 0 2 2 TB D 3 4 8 0 1 2 0 / 2 0 8 D E L T A T P 1 WYE PAD BUS DUCT #1 75 EL E C T . 0 3 0 TB E 3 4 8 0 1 2 0 / 2 0 8 D E L T A T P 1 WYE PAD 15 0 PANEL BLDP2 PANEL BL8 EL E C T . 0 3 0 BUS DUCT #2 75 3 4 8 0 1 2 0 / 2 4 0 D E L T A T P 1 WYE PAD ME C H . 0 1 2 PANEL BL5 TB F DR Y T Y P E G E N E R A L P U R P O S E T R A N S F O R M E R S TR A N S F O R M E R S C H E D U L E LU M I N A I R E  SC H E D U L E TY P E DI M E N S I O N S MO U N T CO N S T R U C T I O N  AN D FI N I S H DE S C R I P T I O N  AN D  OP T I O N S LA M P ( S ) LU M E N  PA C K A G E BA L L A S T ( S )  / DR I V E R S BA S I S  OF  DE S I G N  AC C E P T A B L E  MA N U F A C T U R E ( S ) RL 1 2' X 2 ' R E C E S S E D S T E E L  HO U S I N G ,  WH I T E FI N I S H 2' X 2 '  LE D  TR O F F E R  WI T H  FR O S T E D  AC R Y L I C  LE N S ,  40 0 0 K  LE D SO U R C E LE D  (8 0  CR I ) ML ‐  ME D I U M  LU M E N (3 2 0 0 ‐34 0 0  LM ) 12 0 ‐27 7 V  LE D  DR I V E R ,  0 ‐10 V  DI M I M I N G C O L U M B I A  LI G H T I N G  LC A T 2 2 ‐40 M L G ‐ED U  H. E .  WI L L I A M S , LI T H O N I A RL 1 X 2' X 2 ' R E C E S S E D S T E E L  HO U S I N G ,  WH I T E FI N I S H 2' X 2 '  LE D  TR O F F E R  WI T H  FR O S T E D  AC R Y L I C  LE N S ,  40 0 0 K  LE D SO U R C E  AN D  IN T E G R A T E D  EM E R G E N C Y  BA T T E R Y  PA C K  (1 4 0 0  LM ON  BA T T E R Y ) LE D  (8 0  CR I ) ML ‐  ME D I U M  LU M E N (3 2 0 0 ‐34 0 0  LM ) 12 0 ‐27 7 V  LE D  DR I V E R ,  0 ‐10 V  DI M I M I N G C O L U M B I A  LI G H T I N G  LC A T 2 2 ‐40 M L G ‐ED U ‐EL L 1 4  H. E .  WI L L I A M S , LI T H O N I A RL 2 2 ' X 4 ' R E C E S S E D S T E E L  HO U S I N G ,  WH I T E FI N I S H 2' X 4 '  LE D  TR O F F E R  WI T H  FR O S T E D  AC R Y L I C  LE N S ,  40 0 0 K  LE D SO U R C E LE D  (8 0  CR I ) VL ‐  VE R Y  HI G H  LU M E N (7 3 0 0  LM ) 12 0 ‐27 7 V  LE D  DR I V E R ,  0 ‐10 V  DI M I M I N G C O L U M B I A  LI G H T I N G  LC A T 2 4 ‐40 V L G ‐ED U  H. E .  WI L L I A M S , LI T H O N I A RL 2 X 2 ' X 4 ' R E C E S S E D S T E E L  HO U S I N G ,  WH I T E FI N I S H 2' X 4 '  LE D  TR O F F E R  WI T H  FR O S T E D  AC R Y L I C  LE N S ,  40 0 0 K  LE D SO U R C E  AN D  IN T E G R A T E D  EM E R G E N C Y  BA T T E R Y  PA C K  (1 4 0 0  LM ON  BA T T E R Y ) LE D  (8 0  CR I ) VL ‐  VE R Y  HI G H  LU M E N (6 8 0 0 ‐78 0 0  LM ) 12 0 ‐27 7 V  LE D  DR I V E R ,  0 ‐10 V  DI M I M I N G C O L U M B I A  LI G H T I N G  LC A T 2 4 ‐40 V L G ‐ED U ‐EL L 1 4    H. E .  WI L L I A M S , LI T H O N I A RL 3 6 " R E C E S S E D S T E E L  HO U S I N G ,  WH I T E FI N I S H 6"  LE D  DO W N L I G H T  WI T H  OP E N  AL U M I N U M  RE F L E C T O R ,  40 0 0 K LE D  SO U R C E  AN D  (2 )  24 "  BA R  HA N G E R S  FO R  T ‐BA R  CE I L I N G S LE D  (8 0  CR I ) HI G H  OU T P U T (1 8 0 0  LM ) 27 7 V  LE D  DR I V E R ,  0 ‐10 V  DI M M I N G P R E S C O L I T E  LC 6 L E D 2 7 7 D M ‐6L C L E D 7 4 0 K 8 W H W T B 2 4  H. E . WI L L I A M S ,  LI T H O N I A RL 3 X 6 " R E C E S S E D S T E E L  HO U S I N G ,  WH I T E FI N I S H 6"  LE D  DO W N L I G H T  WI T H  OP E N  AL U M I N U M  RE F L E C T O R ,  40 0 0 K LE D  SO U R C E ,  (2 )  24 "  T ‐BA R  HA N G E R S  AN D  BA T T E R Y  BA C K U P LE D  (8 0  CR I ) HI G H  OU T P U T (1 8 0 0  LM ) 27 7 V  LE D  DR I V E R ,  0 ‐10 V  DI M M I N G P R E S C O L I T E  LC 6 L E D 2 7 7 D M E M ‐6L C L E D 7 4 0 K 8 W H E M B 2 4 H. E . WI L L I A M S ,  LI T H O N I A RL 4 6" R E C E S S E D S T E E L  HO U S I N G ,  WH I T E FI N I S H 6"  LE D  DO W N L I G H T  WI T H  OP E N  AL U M I N U M  RE F L E C T O R ,  40 0 0 K LE D  SO U R C E  AN D  (2 )  24 "  BA R  HA N G E R S  FO R  T ‐BA R  CE I L I N G S LE D  (8 0  CR I ) HI G H  OU T P U T (1 8 0 0  LM ) 27 7 V  LE D  DR I V E R  NO N  DI M M I N G P R E S C O L I T E  LC 6 L E D 2 7 7 ‐6L C L E D 7 4 0 K 8 W H W T B 2 4 H. E .  WI L L I A M S , LI T H O N I A RL 4 X 6" R E C E S S E D S T E E L  HO U S I N G ,  WH I T E FI N I S H 6"  LE D  DO W N L I G H T  WI T H  OP E N  AL U M I N U M  RE F L E C T O R ,  40 0 0 K LE D  SO U R C E ,  (2 )  24 "  T ‐BA R  HA N G E R S  AN D  BA T T E R Y  BA C K U P LE D  (8 0  CR I ) HI G H  OU T P U T (1 8 0 0  LM ) 27 7 V  LE D  DR I V E R  NO N  DI M M I N G P R E S C O L I T E  LC 6 L E D 2 7 7 E M ‐6L C L E D 7 4 0 K 8 W H E M B 2 4 H. E . WI L L I A M S ,  LI T H O N I A RL 5 2" R E C E S S E D A L U M I N U M  HO U S I N G , PO W E R  CO A T E D 2"  WA L L  WA S H  RE C E S S E D  LE D  LU M I N A I R E  WI T H  AL U M I N U M  RE F L E C T O R , FR O S T E D  AC R Y L I C  LE N S ,  SP A C K L E  FL A N G E  AN D  40 0 0 K  LE D  SO U R C E . AV A I L A B L E  IN  4' ,  8'  AN D  12 '  LE N G T H S  AS  NE E D E D . LE D  (8 0  CR I ) SO  ‐   ST A N D A R D OU T P U T  (1 7 2  LM / F T ) 27 7 V  LE D  DR I V E R ,  0 ‐10 V  DI M M I N G F I N E L I T E  HP 2 ‐WW ‐R ‐K ‐XX ‐SO ‐40 0 0 K ‐27 7 V ‐SC ‐SF A ‐LI G H T , DA Y ‐O ‐LI T E RL 6 2 " R E C E S S E D A L U M I N U M  HO U S I N G , PO W E R  CO A T E D 2"  LI N E A R  RE C E S S E D  LE D  LU M I N A I R E  WI T H  ST E E L  RE F L E C T O R , FR O S T E D  AC R Y L I C  LE N S ,  SP A C K L E  FL A N G E  AN D  40 0 0 K  LE D  SO U R C E .  AV A I L A B L E  IN  4' ,  8'  AN D  12 '  LE N G T H S  AS  NE E D E D . LE D  (8 0  CR I ) SO  ‐   ST A N D A R D OU T P U T  (2 8 7  LM / F T ) 27 7 V  LE D  DR I V E R ,  0 ‐10 V  DI M M I N G F I N E L I T E  HP ‐2 ‐R ‐XX ‐SO ‐40 0 0 K ‐27 7 V ‐SC ‐SF A ‐LI G H T ,  PI N N A C L E RL 7 2' X 2 ' R E C E S S E D S T E E L  HO U S I N G ,  WH I T E FI N I S H 2' X 2 '  HI G H  PE R F O R M A N C E  LE D  TR O F F E R  WI T H  WI T H  FR O S T E D AC R Y L I C  DI F F U S E R S ,  40 0 0 K  LE D  SO U R C E LE D  (8 0  CR I ) SO  ‐   ST A N D A R D OU T P U T  (3 4 6 0  LM ) 27 7 V  LE D  DR I V E R ,  0 ‐10 V  DI M M I N G F I N E L I T E  HP R ‐LE D ‐A ‐2X 2 ‐DC O ‐SO ‐40 0 0 K ‐27 7 V ‐SC  H. E . WI L L I A M S ,  PI N N A C L E RL 7 X 2' X 2 ' R E C E S S E D S T E E L  HO U S I N G ,  WH I T E FI N I S H 2' X 2 '  HI G H  PE R F O R M A N C E  LE D  TR O F F E R  WI T H  WI T H  FR O S T E D AC R Y L I C  DI F F U S E R S ,  40 0 0 K  LE D  SO U R C E  AN D  BA T T E R Y  BA C K U P LE D  (8 0  CR I ) SO  ‐   ST A N D A R D OU T P U T  (3 4 6 0  LM ) 27 7 V  LE D  DR I V E R ,  0 ‐10 V  DI M M I N G F I N E L I T E  HP R ‐LE D ‐A ‐2X 2 ‐DC O ‐SO ‐40 0 0 K ‐27 7 V ‐SC ‐EM H. E . WI L L I A M S ,  PI N N A C L E RL 8 1 0 " R E C E S S E D S T E E L  HO U S I N G ,  WH I T E FI N I S H 10 "  LE D  DI R E C T / I N D I R E C T  DO W N L I G H T  WI T H  DU A L  OP E N AL U M I N U M  RE F L E C T O R S ,  40 0 0 K  LE D  SO U R C E LE D  (8 0  CR I ) ME D I U M  OU T P U T  (1 7 2 5  LM ) 27 7 V  LE D  DR I V E R ,  0 ‐10 V  DI M M I N G W I L A  LI G H T I N G  LI T E ‐IN ‐LI T E  61 2 ‐60 4 ‐DA I ‐80 ‐27 7 ‐BD I M  H. E . WI L L I A M S ,  LO U I S  PO U L S E N RL 9 4" RE C E S S E D A L U M I N U M  HO U S I N G , PO W E R  CO A T E D 4"  LI N E A R  RE C E S S E D  LE D  LU M I N A I R E  WI T H  ST E E L  RE F L E C T O R , FR O S T E D  AC R Y L I C  LE N S  AN D  40 0 0 K  LE D  SO U R C E .    AV A I L A B L E  IN  4' , 8'  AN D  12 '  LE N G T H S  AS  NE E D E D . LE D  (8 0  CR I ) HO  ‐   ST A N D A R D OU T P U T  (6 8 9  LM / F T ) 27 7 V  LE D  DR I V E R ,  0 ‐10 V  DI M M I N G F I N E L I T E  HP ‐4 ‐R ‐XX ‐HO ‐40 0 0 K ‐27 7 V ‐SC ‐C1 PR E C .  AR C H . LI G H T I N G ,  PI N N A C L E CL 1 1' x 4 ' CE I L I N G / S U R F A C E FI B E R G L A S S  HO U S I N G ,  WH I T E FI N I S H SU R F A C E  MO U N T E D  LE D  LU M I N A I R E ,  EN C L O S E D  AN D  GA S K E T E D WI T H  FR O S T E D  AC R Y I C  LE N S ,  40 0 0 K  LE D  SO U R C E LE D  (8 0  CR I ) ML  ‐   ME D I U M  LU M E N (4 8 5 0 ‐53 5 0  LM ) 12 0 ‐27 7 V  LE D  DR I V E R ,  0 ‐10 V  DI M I M I N G C O L U M B I A  LI G H T I N G  LX E M 4 ‐40 M L ‐DF A ‐ED U H. E .  WI L L I A M S , LI T H O N I A CV L 1 12 " X 3 / 4 " CO V E A L U M I N U M  HO U S I N G , PO W E R  CO A T E D 12 "  IN T E R L O C K I N G  LE D  CO V E  LI G H T ,  40 0 0 K  LE D  SO U R C E , MA X I M U M  16 F T  RU N  (8 F T  ON  EA C H  PO W E R  FE E D )  WI T H CE N T E R F E E D  FR O M  SA M E  DR I V E R .    NO  DA R K  SP O T S ,  OV E R L A P EN D S  AS  NE E D E D LE D  (8 0  CR I ) LO W  OU T P U T (3 3 0  LM ) 12 0 V  ‐   24 V  DC ,  DI M M A B L E ,  PR O V I D E CO N C E A L E D  TR A N S F O R M E R S  AS RE Q U I R E D .    (8 . 1 W /  FT ) BR U C K  LI G H T I N G  OR I O N  SA B E R  WI T H  90  DE G  SW I V E L  MO U T N I N G CL I P S FE E L U X  LI G H T I N G ,  LE D  LT G .  Co . WL 1 X 1 ' x 4 ' WA L L AL U M I N U M  HO U S I N G ,  WH I T E FI N I S H LE D  BI ‐LE V E L  LU M I N A I R E  WI T H  RE F R A C T I V E  AC R Y L I C  LE N S ,  40 0 0 K LE D  SO U R C E ,  IN T E G R A T E D  BA T T E R Y  BA C K U P  AN D  OC C U P A N C Y SE N S O R  TO  BE  SE T  ON  A  30  MI N U T E  TI M E  DE L A Y LE D  (8 0  CR I ) ML ‐ME D I U M  LU M E N , UN O C C U P I E D  (2 6 3 6  LM ) OC C U P I E D  (5 2 7 2  LM ) 12 0 ‐27 7 V  LE D  DR I V E R ,  0 ‐10 V  DI M I M I N G C O L U M B I A  LI G H T I N G  LB I L 4 ‐40 M L ‐ED U ‐EL L 1 4 LA M A R ,  LI T H O N I A WL 2 4 " X 8 " WA L L AL U M I N U M  HO U S I N G , PO W E R  CO A T E D LE D  WA L L  SC O N C E  WI T H  (2 )  30 0 0 K  LE D  SO U R C E S .    IN C L U D E S 35 0 m A  DC  LE D  PO W E R  SU P P L Y LE D  (8 0  CR I ) S O U R C E  1  (5 8 8  LM ) SO U R C E  2  (2 3 5  LM ) 12 0 V  LE D  DR I V E R  NO N  DI M M I N G                                                          *S E E  PL A N S  FO R TR A N S F O R M E R  LO C A T I O N S DE L T A  LI G H T  TO P I X  L  X  WW H. E .  WI L L I A M S ,  FE E L U X ,  WI N N O N A WL 3 3 " X 5 7 " WA L L AL U M I N U M  HO U S I N G , BR U S H E D  AL U M I N U M LA R G E  LE D  WA L L  SC O N C E  WI T H  WH I T E  AC R Y L I C  LE N S  IN  RO D , 35 0 0 K  LE D  SO U R C E LE D  (8 0  CR I ) SO  ‐   ST A N D A R D OU T P U T  (2 4 6 0  LM ) 12 0 ‐27 7 V  LE D  DR I V E R ,  0 ‐10 V  DI M I M I N G L U M E N  AR T  ST I L L E T T O  ST D ‐AL ‐SO ‐35 0 0 K ‐UN V H. E .  WI L L I A M S , FE E L U X ,  LI T H O N I A WL 4 3" X 3 1 " WA L L AL U M I N U M  HO U S I N G , BR U S H E D  AL U M I N U M ME D I U M  LE D  WA L L  SC O N C E  WI T H  WH I T E  AC R Y L I C  LE N S  IN  RO D , 35 0 0 K  LE D  SO U R C E LE D  (8 0  CR I ) HO  ‐   HI G H  OU T P U T (1 7 2 0  LM ) 12 0 ‐27 7 V  LE D  DR I V E R ,  0 ‐10 V  DI M I M I N G L U M E N  AR T  ST I L L E T T O  ST M ‐AL ‐HO ‐35 0 0 K ‐UN V H. E .  WI L L I A M S , FE E L U X ,  LI T H O N I A SL 1 5 " X 4 8 " S U S P E N D E D S T E E L  HO U S I N G ,  WH I T E FI N I S H LE D  ST R I P L I G H T  WI T H  FR O S T E D  AC R Y L I C  LE N S ,  40 0 0 K  LE D  SO U R C E LE D  (8 0  CR I ) ML ‐ME D I U M  LU M E N (5 0 0 0  LM ) 12 0 ‐27 7 V  LE D  DR I V E R  NO N  DI M M I N G C O L U M B I A  LI G H T I N G  LC L 4 ‐40 M L ‐EU H. E .  WI L L I A M S ,  FE E L U X , LI T H O N I A SL 1 X 5 " X 4 8 " S U S P E N D E D S T E E L  HO U S I N G ,  WH I T E FI N I S H LE D  ST R I P L I G H T  WI T H  FR O S T E D  AC R Y L I C  LE N S ,  40 0 0 K  LE D SO U R C E A N D  IN T E G R A T E D  EM E R G E N C Y  BA T T E R Y  PA C K  (1 4 0 0  LM ON  BA T T E R Y ) LE D  (8 0  CR I ) ML ‐ME D I U M  LU M E N (5 0 0 0  LM ) 12 0 ‐27 7 V  LE D  DR I V E R  NO N  DI M M I N G C O L U M B I A  LI G H T I N G  LC L 4 ‐40 M L ‐EU ‐EL L 1 4 H. E .  WI L L I A M S , FE E L U X ,  LI T H O N I A SL 2 5 " X 4 8 " S U S P E N D E D S T E E L  HO U S I N G ,  WH I T E FI N I S H LE D  ST R I P L I G H T  WI T H  FR O S T E D  AC R Y L I C  LE N S ,  40 0 0 K  LE D  SO U R C E LE D  (8 0  CR I ) HL ‐HI G H  LU M E N (6 1 0 0  LM ) 12 0 ‐27 7 V  LE D  DR I V E R ,  0 ‐10 V  DI M I M I N G C O L U M B I A  LI G H T I N G  LC L 4 ‐40 H L ‐ED U H. E .  WI L L I A M S ,  FE E L U X , LI T H O N I A SL 2 X 5 " X 4 8 " S U S P E N D E D S T E E L  HO U S I N G ,  WH I T E FI N I S H LE D  ST R I P L I G H T  WI T H  FR O S T E D  AC R Y L I C  LE N S ,  40 0 0 K  LE D SO U R C E A N D  IN T E G R A T E D  EM E R G E N C Y  BA T T E R Y  PA C K  (1 4 0 0  LM ON  BA T T E R Y ) LE D  (8 0  CR I ) HL ‐HI G H  LU M E N (6 1 0 0  LM ) 12 0 ‐27 7 V  LE D  DR I V E R ,  0 ‐10 V  DI M I M I N G C O L U M B I A  LI G H T I N G  LC L 4 ‐40 H L ‐ED U ‐EL L 1 4 H. E .  WI L L I A M S , FE E L U X ,  LI T H O N I A SL 3 3 " S U S P E N D E D A L U M I N U M  HO U S I N G ,  BL A C K FI N I S H LI N E A R  SU S P E N D E D  LE D  LU M I N A I R E  WI T H  CL E A R  AC R Y L I C  LE N S ,  10 0 % DO W N L I G H T ,  BE V E L E D  EN D C A P S ,  GR I D  MO U N T E D ,  40 0 0 K  LE D  SO U R C E . AV A I L A B L E  IN  4'  IN C R E M E N T S  AN D  VA R I O U S  CA B L E  LE N G T H S  AS  NE E D E D LE D  (8 0  CR I ) HI G H  OU T P U T (3 6 0 0  LM ) 12 0 ‐27 7 V  LE D  DR I V E R ,  0 ‐10 V  DI M I M I N G F L U X W E R X  PR 1 ‐BB D 4 0 ‐B ‐XX ‐GD M ‐XX H. E .  WI L L I A M S ,  BO R D E N , PE E R L E S S SL 4 3 8 " X 8 " S U S P E N D E D W H I T E  AC R Y L I C L E D  PE N D A N T  WI T H  SI N G L E  CE N T E R  AI R C R A F T  CA B L E  AN D  PO W E R CO R D ,  GL O S S  WH I T E  AC R Y L I C  DI F F U S E R ,  40 0 0 K  LE D  SO U R C E LE D  (8 0  CR I ) 77 W  LE D 27 7 V  LE D  DR I V E R ,  0 ‐10 V  DI M M I N G OC L  TU B I E  TB 8 ‐P1 E A ‐38 ‐GW 1 L D 7 7 / 4 0 K ‐27 7 ‐67 ‐DM O H. E . WI L L I A M S ,  BO R D E N ,  LI T H O N I A SL 5 A 4. 7 5 "  DI A . SU S P E N D E D  / VA R I O U S  HT S GL A S S ,  PO L I S H E D  CH R O M E L E D  DE C O R A T I V E  BL O W N  GL A S S  PE N D A N T  WI T H  WH I T E  FA D I N G CR Y S T A L  AN D  PO L I S H E D  CH R O M E  ST R U C T U R E .    8W  LE D LE D  (8 0  CR I ) LO W  OU T P U T 1 2 0 V  LE D  DR I V E R  NO N  DI M M I N G (S L 5 A )  BR U C K  ‐ 22 3 ‐89 1 ‐XX X ‐EC O ‐BR (S L 5 B )  BR U C K ‐22 3 ‐89 1 ‐XX X ‐EC O ‐BR H. E .  WI L L I A M S ,  IN D Y ,  IN T E N S E SL 5 B 5 . 6 2 5 "  DI A . SL 6 6 " S U S P E N D E D A L U M I N U M  HO U S I N G , BR U S H E D  AL U M I N U M CY L I N D R I C A L  LE D  PE N D A N T  WI T H  WH I T E  RE F L E C T O R ,  DI F F U S E LE N S ,  40 0 0 K  LE D  SO U R C E LE D  (8 0  CR I ) ME D I U M  OU T P U T (1 4 0 0  LM ) 12 0 ‐27 7 V  LE D  DR I V E R ,  0 ‐10 V  DI M I M I N G P R E S C O L I T E  LC C 6 L E D ‐P ‐14 L ‐40 K ‐8 ‐WF L 4 5 ‐WC ‐BA H. E . WI L L I A M S ,  IN D Y ,  IN T E N S E SL 7 2 " S U S P E N D E D A L U M I N U M  HO U S I N G ,  BL A C K PO W E R  CO A T E D 2"  LI N E A R  SU S P E N D E D  LE D  DI R E C T / I N D I R E C T  WI T H  MI T E R E D CO R N E R S ,  ST E E L  RE F L E C T O R ,  FR O S T E D  AC R Y L I C  LE N S ,  40 0 0 K  LE D SO U R C E .    AV A I L A B L E  IN  4' ,  8'  AN D  12 '  LE N G T H S  AS  NE E D E D . LE D  (8 0  CR I ) ST D  OU T P U T  UP  (4 0 0 LM / F T ) ,  HI G H  OU T P U T DO W N  (5 6 6  LM / F T ) 27 7 V  LE D  DR I V E R ,  0 ‐10 V  DI M M I N G F I N E L I T E  HP ‐2 ‐ID ‐XX ‐SO ‐HO ‐40 0 0 K ‐F ‐27 7 V ‐FA ‐MC ‐XX ‐BL A C K H. E . WI L L I A M S ,  PE N N A C L E SL 8 V A R I O U S T R A C K A L U M I N U M  HO U S I N G ,  BL A C K FI N I S H 2 ‐CI R C U I T  NO R D I C  AL U M I N U M  GL O B A L  TR A C K ,  27 7 V N/ A N / A N / A ZU M T O B E L  GL O B A L  HT E K  2  CT  2  N  27 7  CU R V E D  TR A C K  ‐   9'  AD J AI R C R A F T  CA B L E  LI T E  LA B ,  CO N ‐TE C H  LT G SL 9 9 " X 8 " HE A D AL U M I N U M  HO U S I N G ,  BL A C K FI N I S H LA R G E  LE D  TR A C K  HE A D  WI T H  SP E C U L A R  RE F L E C T O R ,  50  DE G FL O O D  BE A M ,  35 0 0 K  LE D  SO U R C E LE D  (8 0  CR I ) ME D I U M  OU T P U T FL O O D                  (2 1 7 6  LM ) 27 7 V  LE D  DR I V E R ,  0 ‐10 V  DI M M I N G Z U M T O B E L  KE V E R O S  27 7 V  LE D  TR A C K  HE A D  AN D  UN V  DR I V E R LI T E  LA B ,  CO N ‐TE C H  LT G SL 1 0 4" SU S P E N D E D A L U M I N U M  HO U S I N G ,  BL A C K FI N I S H 4"  LI N E A R  SU S P E N D E D  LE D  DI R E C T  WI T H  MI T E R E D  CO R N E R S , ST E E L  RE F L E C T O R ,  FR O S T E D  AC R Y L I C  LE N S ,  40 0 0 K  LE D  SO U R C E . AV A I L A B L E  IN  4' ,  8'  AN D  12 '  LE N G T H S  AS  NE E D E D . LE D  (8 0  CR I ) SO  ‐   ST A N D A R D OU T P U T  (3 6 2  LM / F T ) 27 7 V  LE D  DR I V E R ,  0 ‐10 V  DI M M I N G F I N E L I T E  HP ‐4D ‐XX ‐SO ‐40 0 0 K ‐27 7 V ‐FA ‐SC ‐XX ‐BL A C K PR E C . AR C H .  LI G H T I N G ,  PI N N A C L E SL 1 1 9 " X 1 5 " S U S P E N D E D C L E A R  GL A S S ,  PO L I S H E D CH R O M E LE D  DE C O R A T I V E  BL O W N  GL A S S  PE N D A N T  WI T H  CR Y S T A L  GL O B E AN D  PO L I S H E D  CH R O M E  FR A M E ,  ME D I U M  SI Z E  WI T H  30 0 0 K  LE D SO U R C E LE D  (9 5  CR I ) ME D I U M  OU T P U T  (1 8 9 5  LM ) 12 0 V  LE D  DR I V E R ,  0 ‐10 V  DI M I M I N G S T U D I O  IT A L I A  DE S I G N  ‐   SK Y F A L L  PE N D A N T  S0 1 ‐14 8 0 0 1 H. E . WI L L I A M S ,  FE E L U X ,  WI N N O N A SL 1 2 7 2 " D I A . x 1 1 . 5 " T S U S P E N D E D (4  LO C A T I O N S ) CL E A R  AC R Y L I C ,  AL U M I N U M TR I M DE C O R A T I V E  SH A D E ,  40 0 0 K  LE D  SO U R C E ,  25 0 W  (H E I G H T  TO  BE AP P R O V E D  BY  AR C H I T E C T ) LE D  (8 0  CR I ) ME D I U M  OU T P U T 2 7 7 V  LE D  DR I V E R ,  0 ‐10 V  DI M M I N G O C L  LO O P  PE N D A N T LO 1 ‐P1 E M ‐72 ‐MW ‐PT P ‐BL A C K ‐1L D ‐24 9 / 4 0 K ‐27 7 SE N S O LI G H T I N G ,  HE I D H A R T LU M I N A I R E  SC H E D U L E TY P E DI M E N S I O N S MO U N T CO N S T R U C T I O N  AN D FI N I S H DE S C R I P T I O N  AN D  OP T I O N S LAMP(S)LUMEN  PACKAGE BALLAST(S) / DRIVERS BASIS  OF  DESIGN ACCEPTABLE MANUFACTURE(S) SE 1 1 3 " x 5 " x 7 " WA L L AL U M I N U M  HO U S I N G ,  WH I T E PO W E R  CO A T E D EX T E R I O R  BU I L D I N G  DO W N  LI G H T  TO  WA S H  BU I L D I N G  CO L U M N S . EX T E N D E D  AR M  MO U N T .  WH I T E  40 0 0 K  LE D  SO U R C E . LE D  (80  CRI)2025  LM 277V  LED  DRIVER MASQUE  MQ2 ‐30 ‐40K ‐7 ‐TR ‐XX ‐30W  ‐ 7  BEAM SE 2 2 1 " x 1 0 " x 1 3 " WA L L AL U M I N U M  HO U S I N G ,  WH I T E PO W E R  CO A T E D EX T E R I O R  BU I L D I N G  DO W N  LI G H T  TO  WA S H  BU I L D I N G  FA C E  AN D CO R N E R S .  EX T E N D E D  AR M  MO U N T .  WH I T E  40 0 0 K  LE D  SO U R C E . LE D  (80  CRI)6885  LM 277V  LED  DRIVER MASQUE  MQ4 ‐120 ‐40K ‐15 ‐TR ‐XX ‐120W  ‐ 15  BEAM SE 3 6 . 3 " S q . X 3 1 . 6 " T G R O U N D EX T R U D E D  AL U M I N U M HO U S I N G ,  ST A N D A R D  FI N I S H SS  HA R D W A R E BO L L A R D  WI T H  RE G R E S S  LA M P ,  NO  GL A R E ,  40 0 0 K  LE D  SO U R C E . CO O R D I N A T E  DI R E C T I O N LE D  (80  CRI)MEDIUM  OUTPUT   (515  LM)277V  LED  DRIVER LIGMAN  ULB ‐10841 ‐20W ‐W40 ‐277 ‐XXX SE 4 1 4 " W x 3 0 " D x 4 " T HE A D PO L E A L U M I N U M  HO U S I N G P A R K I N G  LO T  PO L E  AN D  HE A D  AR E  EX I S T I N G  NE W  TO  BE IN S T A L L E D  AS  PA R T  OF  TH I S  PR O J E C T .    CO O R D I N A T E  WI T H  GC LE D  (80  CRI)277V  LED  DRIVER BEACON  VP ‐L  SERIES  (EXITING  HEAD  AND  POLE)(PROVIDE  NEW  BASE) SE 5 1 2 " D I A x 6 " D E E P G R O U N D FL U S H RO U N D  FL U S H  ST A I N L E S S ST E E L  DI E ‐CA S T  AL U M I N U M HO U S I N G FL A G  PO L E  LI G H T  ‐   RO U N D  FL U S H  ST A I N L E S S  ST E E L  IN G R O U N D AI M A B L E  UP L I G H T  AD A  / AN T I  SL I P  SR F A C E .    PR O V I D E  (2 )  AT  EA C H FL A G  PO L E          40 0 0 K  LE D  SO U R C E LE D  (80  CRI)MEDIUM  OUTPUT       (1895  LM)120V  LED  DRIVER, 0 ‐10V  DIMIMING LIGMAN  UKI ‐60771 ‐30W ‐M ‐W40 ‐277 ‐F ‐ADA SL 1 3 3 . 2 5 " X 4 " X 4 " S U R F A C E D A R K  BR O N Z E E M E R G E N C Y  EG R E S S  FI X T U R E .  TO  IL L U M I N A T E  UP O N  PO W E R FA I L U R E .    PR O V I D E  IN D I V I D U A L  BA T T E R Y  UN I T  IN  AN  EN C L O S U R E OP P O S I T E  OF  FI X T U R E  IN S I D E  WA L L .  CA S T  AL U M I N U M ,  CU T ‐OF F SH E I L D ,  PH O T O ‐CE L L  CO N T R O L (7) LED LAMPS1067 / HIGH  OUTPUT 12V  FROM  INDOOR  BATTERY  UNIT  WITH      277V  INPUTDUALLITE PGF1 ‐Z ‐12V ‐PC  BATTERY  ‐ xxx SR 1 7 " X 1 0 " S U R F A C E A L U M I N U M  HO U S I N G ,  BL A C K FI N I S H CO M P A C T  LE D  FL O O D  LI G H T  FO R  SA F E T Y / S E C U R I T Y  WI T H TR A D I T I O N A L  1/ 2 " X 1 4  NP S  TH R E A D E D  AD J U S T A B L E  KN U C K L E MO U N T ,  40 0 0 K  LE D  SO U R C E LE D  (80  CRI)WIDE  FLOOD   (4119  LM)277V  LED  DRIVER, 0 ‐10V  DIMMING SPAULDING  ARCEOS  ARF2 ‐K ‐20L ‐4K ‐070 ‐W ‐4 ‐BL X1 12 " X 8 " U N I V E R S A L T H E R M O P L A S T I C ,  WH I T E S T A N D A R D  TH E R M O P L A S T I C  LE D  EX I T  LI G H T  WI T H  GR E E N LE T T E R S / C H E V R O N S  AN D  IN T E G R A T E D  BA T T E R Y  BA C K U P LE D  (80  CRI)N/A 120 ‐277V  LED  DRIVER  NON  DIMMING LITHONIA  LQM ‐S ‐W ‐3 ‐G ‐120/277 ‐ELN BEGHELLI,NAVILITE, DUALITE X2 1 2 " X 8 " U N I V E R S A L T H E R M O P L A S T I C ,  BL A C K T H E R M O P L A S T I C  LE D  EX I T  LI G H T  WI T H  BL A C K  HO U S I N G ,  GR E E N LE T T E R S / C H E V R O N S  AN D  IN T E G R A T E D  BA T T E R Y  BA C K U P LE D  (80  CRI)N/A 120 ‐277V  LED  DRIVER  NON  DIMMING LITHONIA  LQM ‐S ‐3 ‐G ‐120/277 ‐ELN BEGHELLI,NAVILITE, DUALITE X3 R 1 2 " X 8 " R E C E S S E D S T E E L ,  BR U S H E D  AL U M I N U M TR I M MI R R O R E D  AC R Y L I C  FA C E ,  ED G E  LI T ,  LE D  EX I T  LI G H T  WI T H  GR E E N LE T T E R S / C H E V R O N S  AN D  IN T E G R A T E D  BA T T E R Y  BA C K U P LE D  (80  CRI)N/A 120 ‐277V  LED  DRIVER  NON  DIMMING BEGHELLI  OL2 ‐SA ‐LG ‐X ‐M ‐CR ‐BA LITHONIA,NAVILITE, DUALITE X3 S 1 2 " X 8 " WA L L SU R F A C E ST E E L ,  BR U S H E D  AL U M I N U M TR I M MI R R O R E D  AC R Y L I C  FA C E ,  ED G E  LI T ,  LE D  EX I T  LI G H T  WI T H  GR E E N LE T T E R S / C H E V R O N S  AN D  IN T E G R A T E D  BA T T E R Y  BA C K U P LE D  (80  CRI)N/A 120 ‐277V  LED  DRIVER  NON  DIMMING BEGHELLI  OL2 ‐SA ‐LG ‐X ‐M ‐WS ‐BA LITHONIA,NAVILITE, DUALITE X4 12 " X 8 " U N I V E R S A L D I E ‐CA S T  AL U M I N U M ,  BL A C K L E D  EX I T  LI G H T  WI T H  BL A C K  HO U S I N G ,  BR U S H E D  AL U M I N U M FA C E ,  GR E E N  LE T T E R S / C H E V R O N S  AN D  IN T E G R A T E D  BA T T E R Y BA C K U P LE D  (80  CRI)N/A 120 ‐277V  LED  DRIVER  NON  DIMMING LITHONIA  LE ‐S ‐X ‐G ‐ELN BEGHELLI, NAVILITE,DUALITE X5 13 " X 9 " U N I V E R S A L T H E R M O P L A S T I C ,  WH I T E IN T E G R A T E D  LE D  EX I T  LI G H T / E M E R G E N C Y  UN I T  CO M B O  WI T H GR E E N  LE T T E R S / C H E V R O N S  AN D  IN T E G R A T E D  BA T T E R Y  BA C K U P LE D  (80  CRI)N/A 120 ‐277V  LED  DRIVER  NON  DIMMING LITHONIA  ECBR ‐LED ‐M6 BEGHELLI, NAVILITE,DUALITE X6 1 2 " X 8 " U N I V E R S A L T H E R M O P L A S T I C ,  WH I T E W E T  LO C A T I O N  LI S T E D  TH E R M O P L A S T I C  LE D  EX I T  LI G H T  WI T H GR E E N  LE T T E R S / C H E V R O N S  AN D  IN T E G R A T E D  BA T T E R Y  BA C K U P LE D  (80  CRI)N/A 120 ‐277V  LED  DRIVER  NON  DIMMING LITHONIA  WLTE ‐W ‐X ‐G ‐EL BEGHELLI, NAVILITE,DUALITE EM 12 " X 5 " U N I V E R S A L SU R F A C E TH E R M O P L A S T I C ,  WH I T E L O W ‐PR O F I L E  LE D  EM E R G E N C Y  LI G H T  WI T H  IN T E G R A T E D  BA T T E R Y BA C K U P LE D  (80  CRI)N/A 120 ‐277V  LED  DRIVER  NON  DIMMING LITHONIA  ELM BEGHELLI, NAVILITE, DUALITE EM W 17 " X 6 " U N I V E R S A L SU R F A C E PO L Y C A R B O N A T E ,  GR E Y W E T  LO C A T I O N ,  LO W ‐PR O F I L E  LE D  EM E R G E N C Y  LI G H T  WI T H IN T E G R A T E D  BA T T E R Y  BA C K U P LE D  (80  CRI)N/A 120 ‐277V  LED  DRIVER  NON  DIMMING BEGHELLI  TEMPESTA  LED TA ‐LED ‐SE ‐UNV ‐AT LITHONIA, NAVILITE, DUALITE LI G H T I N G C O N T R O L S S C O P E / S Y S TE M S D E S C R I P T I O N S : D E L T A VA C A N C Y C O N T R O L : A L L O F F I C E S , C O N F E R E N C E R O O M S , M E E T I N G R O O M S , E T C . S H A L L O P E R A T E B A S E D O N V A C A N C Y C O N T R O L . V A C A N C Y C O N T R O L I S M A N U A L ' O N ' A UT O ' O F F ' . OC C U P A N C Y C O N T R O L : A L L C O M M O N A R E A S I N C L U D I N G H A L L W A Y S , C O R R I D O R S , B A T H R O O M S , U T I L I T Y A R E A S , J A N I T O R C L O S E T S , E T C . S H A L L O P E R A T E B A S E D O N ' O C C U PA N C Y ' C O N T R O L . O C C U P A N C Y C O N T R O L I S A U T O ' O N ' A N D AU T O ' O F F ' B A S E D O N M O T I O N A N D O C C U P A N C Y O F T H E A R E A . SH O W R O O M : T H I S A R E A W I L L U S E S E V E R A L D I F F E R E N T F I X T U R E S T Y P E S . A D I M M I N G P A N E L C A P A B L E O F P R O V I D I N G E L V D I M M I N G W I L L N E E D T O B E U S E D . T O U C H S C R E E N C O N T R O L L E R S A N D P U S H B U T T O N S C E N E C O N T R O L S F O R FL E X I B I L I T Y W I L L N E E D T O B E U S E D F O R E A C H O F T H E S H O W R O O M S P A C E S . F U L L I N T E G R A T I O N V I A D M X C O N T R O L O F R G B F I X T U R E S I F T H E Y A R E U S E D I N T H E F O U N T A I N O R F O U N T A I N A R E A . M A K E A N D M O D E L N U M B E R S F O R S Y S T E M DE S I G N B A S I S : C R E S T R O N G L P D D I M M I N G S Y S T E M W / G L D M X I N T E G R A T I O N CO M M O N A R E A S / O P E N O F F I C E S : T H E S E A R E A S S H A L L B E C O N T R O L L E D V I A C E I L I N G O C S E N S O R S F O R L A R G E A R E A S W I T H M U L T I - B U T T O N S C E N E C O N T R O L S T A T I O N S P R O V I D I N G D I M MI N G A N D M U L T I P L E Z O N E S O F C O N T R O L . F O R SM A L L E R O F F I C E S W I T H S I N G L E P O I N T O F C O N T R O L A N D N O O B S T R U C T I O N S , S W I T C H U N I T S W I T H O C C U P A N C Y S E N S OR S C A N B E U S E D . M A K E A N D MO D E L N U M B E R S F O R S Y S T E M D E S I G N B A S I S : H B A N X S Y S T E M ME E T I N G R O O M S : T H E S E S E C O N D F L O O R A R E A S S H A L L B E C O N T R O L L E D B Y T H E G L P A C S Y S T E M S . T H E S E S T A N D - A L O N E S Y S T E M S C A N I N T E G R A T E A V , R O O M C O M B I N I N G. D A Y L I G H T I N G A N D T H E S H A D E C O N T R O L . P R O V I D E S H A D E CO N T R O L A S A N A L T E R N A T E F O R T H E S O U T H F A C I N G W I N D O W S A S I N D I C A T E D O N T H E D R A W I N G S . T H E S Y S T E M S H A L L B E N E T W O R K E D B A C K T O T H E A V C O N T R O L C L O S E T S O E A C H L O C A L S Y S T E M C A N B E N E T W O R K E D T O T H E R E S T O F TH E S Y S T E M . M A K E A N D M O D E L N U M B E R S F O R S Y S T E M D E S I G N B A S I S : C R E S T R O N G L P A C - D I M F L V ST A N D - A L O N E O F F I C E S : I T H I N K T H E M O S T E C O N O M I C A L T H I N G T O D O I N T H E S M A L L O F F I C E S WO U L D B E T O U S E D I M M I N G W A L L B O X S E NS O R S ( L I G H T H A W K D I M ) . T H A T C AN G I V E T H E M O C C U P A N C Y , D A Y L I G H T I N G A N D D I M M I N G A L L F O R LE S S T H A N 6 0 B U C K S A R O O M . M A K E A N D M O D E L N U M B E R S F O R S Y S T E M D E S I G N B A S I S : H B A L H D - I R S - 3 - N - X X ST O R A G E / U T I L I T Y : D I G I T A L T I M E R S ( T D 3 0 0 ) . M A K E A N D M O D E L N U M B E R S F O R S Y S T E M D E S I G N B A S I S : H B A T D 3 0 0 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 4 6 : 4 8 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E601ELECTRICALSCHEDULESDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner ReviewNo. Date Description No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 4 7 : 0 7 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E602ELECTRICALSCHEDULESDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1. P R O V I E G F C I P R O T E C T I O N . 5 . P R O V I D E P U L L S E C T I O N . 2. T V S S . 6 . P R O V I D E P A D A D J A CE N T F O R F U T U R E S E C T I O N . 3. S E R V I C E E N T R A N C E R A T E D . 7 . 4. E X T E R N A L S U R G E P R O T E C T I O N . No t e s : Li g h t i n g 3 8 6 7 3 V A 1 0 0 . 0 0 % 3 8 6 7 3 V A Po w e r 1 1 1 6 0 0 V A 1 0 0 . 0 0 % 1 1 1 6 0 0 V A Sp a r e 3 5 9 5 0 8 V A 1 0 0 . 0 0 % 3 5 9 5 0 8 V A Re c e p t a c l e 1 0 3 1 8 0 V A 5 4 . 8 5 % 5 6 5 9 0 V A Ot h e r 4 1 7 7 1 2 V A 1 0 0 . 0 0 % 4 1 7 7 1 2 V A To t a l E s t . D e m a n d : 19 0 7 A Mo t o r 1 5 0 4 0 V A 1 1 3 . 2 6 % 1 7 0 3 5 V A To t a l C o n n . : 19 6 0 A Li g h t i n g - E x t e r i o r 5 5 9 V A 1 2 5 . 0 0 % 6 9 9 V A To t a l E s t . D e m a n d : 15 8 5 2 6 8 V A Li g h t i n g - I n t e r i o r 2 3 8 1 V A 1 2 5 . 0 0 % 2 9 7 6 V A To t a l C o n n . L o a d : 16 2 9 1 2 8 V A HV A C 5 8 0 4 7 4 V A 1 0 0 . 0 0 % 5 8 0 4 7 4 V A Lo a d C l a s s i f i c a t i o n C o n n e c t ed L o a d D e m a n d F a c t o r E s t i m a t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 19 6 0 A To t a l C o n n . L o a d : 16 2 9 1 2 8 V A 23 S P A C E ( 2 2 5 A ) 22 S P A C E ( 2 2 5 A ) 21 S P A C E ( 2 2 5 A ) 20 S P A R E ( 4 0 0 A ) 3- - 4 0 0 A 0 V A 19 S P A R E ( 2 2 5 A ) 3- - 2 2 5 A 0 V A 18 B H 4 3 4 0 0 A 4 0 0 A 1 7 4 1 1 V A 17 B H 3 3 4 0 0 A 4 0 0 A 4 9 5 1 4 V A 16 T R A N S F O R M E R T B A - 3 0 0 k V A , 4 8 0 - 1 2 0 V 3 P h a s e , 3 W i r e 3 6 0 0 A 4 5 0 A 1 3 5 7 3 1 V A 15 T R A N S F O R M E R T B B - 2 2 5 k V A ( B L D P 2 ) 3 4 0 0 A 3 5 0 A 7 4 9 3 4 V A 14 3 H 2 , F U T U R E 4 H 2 3 2 2 5 A 2 2 5 A 4 5 4 3 0 V A 13 3 H 1 , 4 H 1 3 2 2 5 A 2 2 5 A 1 1 7 9 2 9 V A 12 1 H 2 , 2 H 2 3 2 2 5 A 2 2 5 A 9 8 5 2 0 V A 11 1 H 1 , 2 H 1 3 2 2 5 A 2 2 5 A 9 7 5 7 4 V A 10 T R A N S F O R M E R T B E - 1 5 0 k V A ( B U S D U C T - 2 ) 3 4 0 0 A 2 2 5 A 7 2 0 0 0 V A S H U N T T R I P 9B H 1 3 4 0 0 A 4 0 0 A 5 7 2 8 2 V A 8R T U - 1 3 2 5 0 A 2 5 0 A 1 9 6 0 0 0 V A 7R T U - 4 3 1 5 0 A 1 5 0 A 1 0 8 0 0 0 V A 6R T U - 3 3 1 5 0 A 1 5 0 A 1 1 4 0 0 0 V A 5R T U - 2 3 1 5 0 A 1 5 0 A 1 0 8 0 0 0 V A 4 T R A N S F O R M E R T B D - 7 5 k V A ( B U S D U C T - 1 ) 3 2 0 0 A 1 2 5 A 3 6 0 0 0 V A S H U N T T R I P 3 A T S - 1 , B X H 1 3 1 0 0 A 1 0 0 A 1 9 4 4 2 V A 2 E L E V A T O R 2 3 1 0 0 A 3 0 A 1 5 0 0 0 V A S H U N T T R I P 1 E L E V A T O R 1 3 1 0 0 A 3 0 A 1 5 0 0 0 V A S H U N T T R I P CK T C i r c u i t D e s c r i p t i o n # of P o l e s F r a m e S i z e T r i p R a t i n g L o a d R e m a r k s No t e s : En c l o s u r e : NE M A - 1 MC B R a t i n g : Mo u n t i n g : FL O O R / P A D Wi r e s : 4 Ma i n s R a t i n g : 25 0 0 A Su p p l y F r o m : P h a s e s : 3 Ma i n s T y p e : CB Lo c a t i o n : El e c t r i c a l R o o m 0 3 0 Vo l t s : 48 0 / 2 7 7 W y e A. I . C . R a t i n g : 35 K Sw i t c h b o a r d : H M D P No t e s : Li g h t i n g 8 0 V A 1 0 0 . 0 0 % 8 0 V A Po w e r 4 0 0 0 0 V A 1 0 0 . 0 0 % 4 0 0 0 0 V A Sp a r e 3 3 8 0 4 V A 1 0 0 . 0 0 % 3 3 8 0 4 V A Re c e p t a c l e 6 2 4 8 0 V A 5 8 . 0 0 % 3 6 2 4 0 V A Total Est. Demand:408 A Ot h e r 6 5 2 0 V A 1 0 0 . 0 0 % 6 5 2 0 V A Total Conn.:480 A Mo t o r 1 4 8 0 V A 1 1 2 . 5 0 % 1 6 6 5 V A Total Est. Demand:147043 VA Li g h t i n g - I n t e r i o r 3 9 6 V A 1 2 5 . 0 0 % 4 9 4 V A Total Conn. Load:173000 VA HV A C 2 8 2 4 0 V A 1 0 0 . 0 0 % 2 8 2 4 0 V A Lo a d C l a s s i f i c a t i o n C o n n e c t ed L o a d D e m a n d F a c t o r E s t i mated Demand Panel Totals Le g e n d : To t a l A m p s : 43 5 A 3 1 5 A 4 2 3 A To t a l L o a d : 50 4 4 1 V A 3 7 7 4 3 V A 4 9 0 3 8 V A 41 0 VA 0 VA 42 39 0 V A 0 V A 40 37 SP D 6 0 A 3 0 V A 0 V A 3 100 A SPARE38 35 9834... 0 VA 36 33 68 6 7 . . . 0 V A 34 31 4L 4 1 0 0 A 3 10 5 8 5 . . . 0 V A 3 225 A SPARE32 29 9700... 0 VA 30 27 11 9 8 0 . . . 0 V A 28 25 3L 1 A N D 3 L 3 2 2 5 A 3 13 0 4 0 . . . 0 V A 3 225 A SPACE26 23 0 VA 8508...24 21 0 V A 4 4 8 1 . . . 22 19 SP A C E 2 2 5 A 3 0 V A 9 9 7 6 . . . 3 225 A 2L1 AND 2L320 17 0 VA 8843...18 15 0 V A 5 4 6 0 . . . 16 13 SP A C E 2 2 5 A 3 0 V A 6 3 2 0 . . . 3 225 A 1L114 11 6820... 0 VA 12 9 50 8 0 . . . 0 V A 10 7 BL 3 2 2 5 A 3 66 8 0 . . . 0 V A 3 225 A SPARE8 5 0 VA 5333...6 3 0 V A 3 8 7 5 . . . 4 1 SP A R E 2 2 5 A 3 0 V A 3 8 4 0 . . . 32 2 5 A B L 12 CK T Wi r e Si z e Ci r c u i t D e s c r i p t i o n T r i p P o l e s A B C P o l e s T r i p C i r c u i t D e s c r i p t i o n Wire Size CKT No t e s : En c l o s u r e : NE M A - 1 MCB Rating:800 A Mo u n t i n g : FL O O R P A D Wi r e s : 4 Mains Rating:800 A Su p p l y F r o m : TB A Ph a s e s : 3 Mains Type:CB Lo c a t i o n : El e c t r i c a l R o o m 0 3 0 Vo l t s : 12 0 / 2 0 8 W y e A.I.C. Rating:42K Br a n c h P a n e l : B L D P 1 No t e s : Li g h t i n g 2 4 0 V A 1 0 0 . 0 0 % 2 4 0 V A Po w e r 3 4 1 0 0 V A 1 0 0 . 0 0 % 3 4 1 0 0 V A Sp a r e 6 8 7 1 2 V A 1 0 0 . 0 0 % 6 8 7 1 2 V A Total Est. Demand:364 A Re c e p t a c l e 3 5 1 2 0 V A 6 4 . 2 4 % 2 2 5 6 0 V A Total Conn.:399 A Ot h e r 4 3 6 0 V A 1 0 0 . 0 0 % 4 3 6 0 V A Total Est. Demand:131158 VA Li g h t i n g - I n t e r i o r 2 0 4 V A 1 2 5 . 0 0 % 2 5 4 V A Total Conn. Load:143668 VA HV A C 9 3 2 V A 1 0 0 . 0 0 % 9 3 2 V A Lo a d C l a s s i f i c a t i o n C o n n e c t ed L o a d D e m a n d F a c t o r E s t i mated Demand Panel Totals Le g e n d : To t a l A m p s : 19 4 A 2 2 7 A 2 0 6 A To t a l L o a d : 23 3 2 9 V A 2 7 1 0 6 V A 2 4 4 9 9 V A 41 0 VA 0 VA 42 39 0 V A 0 V A 40 37 SP D 6 0 A 3 0 V A 0 V A 3 0 A SPACE38 35 0 VA 0 VA 36 33 0 V A 0 V A 34 31 SP A R E 2 2 5 A 3 0 V A 0 V A 3 0 A SPACE32 29 12916... 0 VA 30 27 18 5 3 6 . . . 0 V A 28 25 '1 L 2 ' , ' 2 L 2 ' A N D ' 3 L 2 ' 2 2 5 A 3 14 7 9 0 . . . 0 V A 3 90 A SPARE26 23 0 VA 0 VA 24 21 0 V A 0 V A 22 19 SP A R E 2 2 5 A 3 0 V A 0 V A 3 225 A SPARE20 17 0 VA 720 VA 18 15 0 V A 7 2 0 V A 16 13 SP A R E 2 2 5 A 3 0 V A 7 2 0 V A 3 60 A 2L414 11 0 VA 1220...12 9 0 V A 5 4 0 V A 10 7 SP A R E 2 2 5 A 3 0 V A 1 0 4 0 . . . 32 2 5 A 1 K L 18 5 0 VA 9643...6 3 0 V A 7 3 1 0 . . . 4 1 SP A C E 0 A 3 0 V A 6 7 7 9 . . . 3 225 A BL6 AND BL72 CK T Wi r e Si z e Ci r c u i t D e s c r i p t i o n T r i p P o l e s A B C P o l e s T r i p C i r c u i t D e s c r i p t i o n Wire Size CKT No t e s : En c l o s u r e : NE M A - 1 MCB Rating:600 A Mo u n t i n g : FL O O R P A D Wi r e s : 4 Mains Rating:600 A Su p p l y F r o m : TB B Ph a s e s : 3 Mains Type:CB Lo c a t i o n : Me c h a n i c a l 0 1 2 Vo l t s : 12 0 / 2 0 8 W y e A.I.C. Rating:42K Br a n c h P a n e l : B L D P 2 FE D F R O M N O R M A L U T I L I T Y S U P P L Y - H M D P A N D B A C K - UP G E N E R A T O R A T E X I S T I N G B U I L D I N G V I A A T S - 1 No t e s : To t a l E s t . D e m a n d : 19 A To t a l C o n n . : 16 A To t a l E s t . D e m a n d : 15 5 5 5 V A To t a l C o n n . L o a d : 13 5 6 0 V A Mo t o r 1 3 5 6 0 V A 1 1 4 . 7 1 % 1 5 5 5 5 V A Lo a d C l a s s i f i c a t i o n C o n n e c t ed L o a d D e m a n d F a c t o r E s t i m a t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 16 A 1 6 A 1 6 A To t a l L o a d : 45 2 0 V A 4 5 2 0 V A 4 5 2 0 V A 23 S P A C E - - - - 0 V A 0 V A 1 2 0 A S P A R E 2 4 21 S P A C E - - - - 0 V A 0 V A 1 2 0 A S P A R E 2 2 19 S P A C E - - - - 0 V A 0 V A 1 2 0 A S P A R E 2 0 17 S P A C E - - - - 0 V A 0 V A 1 2 0 A S P A R E 1 8 15 S P A C E - - - - 0 V A 0 V A 1 2 0 A S P A R E 1 6 13 S P A C E - - - - 0 V A 0 V A 1 2 0 A S P A R E 1 4 11 S P A C E - - - - 0 V A 2 6 6 0 . . . 12 9 S P A C E - - - - 0 V A 2 6 6 0 . . . 10 7 S P A C E - - - - 0 V A 2 6 6 0 . . . 3 2 0 A S E - 2 1 2 8 5 0 V A 1 8 6 0 . . . 6 3 0 V A 1 8 6 0 . . . 4 1 SP A R E 2 0 A 3 0 V A 1 8 6 0 . . . 3 2 0 A S E - 1 1 2 2 CK T Wi r e Si z e Ci r c u i t D e s c r i p t i o n T r i p P o l e s A B C Po l e s T r i p C i r c u it D e s c r i p t i o n Wi r e Si z e CK T No t e s : En c l o s u r e : NE M A - 1 MC B R a t i n g : 10 0 A Mo u n t i n g : Su r f a c e Wi r e s : 4 Ma i n s R a t i n g : 10 0 A Su p p l y F r o m : HM D P Ph a s e s : 3 Ma i n s T y p e : CB Lo c a t i o n : El e c t r i c a l R o o m 0 3 0 Vo l t s : 48 0 / 2 7 7 W y e A. I . C . R a t i n g : 35 K Br a n c h P a n e l : B X H 1 HMDP BXH1BLDP1 BLDP2GENERAL NOTES:A. ALL WIRE SIZES INDICATED ARE MINIMUM SIZES. WIRE SIZE SHALL BE UPSIZED AS REQUIRED FOR VOLTAGE DROP AND AS NOTED ON DRAWINGS.B. SOME WIRE SIZES MAY BE INDICATED ON THE POWER RISER DIAGRAM.C. DOOR-IN-DOOR CONTINUOUS HINGED FRAME CONSTRUCTION FOR ALL PANEL BOARDS.No. Date Description No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 4 7 : 1 8 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E603ELECTRICALSCHEDULESDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1. D O U B L E L U G G E D . No t e s : Total Est. Demand:49 A Po w e r 2 5 0 0 V A 1 0 0 . 0 0 % 2 5 0 0 V A Total Conn.:49 A Sp a r e 4 6 3 0 V A 1 0 0 . 0 0 % 4 6 3 0 V A Total Est. Demand:17500 VA Re c e p t a c l e 8 2 8 0 V A 1 0 0 . 0 0 % 8 2 8 0 V A Total Conn. Load:17500 VA HV A C 2 0 9 0 V A 1 0 0 . 0 0 % 2 0 9 0 V A Lo a d C l a s s i f i c a t i o n C o n n e c t ed L o a d D e m a n d F a c t o r E s t i ma t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 50 A 4 5 A 5 3 A To t a l L o a d : 59 3 0 V A 5 3 4 5 V A 6 2 2 5 V A 41 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 2 39 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 0 37 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 8 35 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 6 33 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 4 31 1 2 F U M E H O O D L I G H T S ( R M . 0 3 2 ) 2 0 A 1 5 0 0 V A 0 V A 1 2 0 A S P A R E 3 2 29 1 2 R E C E P T A C L E S ( 0 3 2 ) 2 0 A 1 1 2 2 0 . . . 3 6 0 V A 1 2 0 A R E C E P T A C L E S ( R M . 0 2 3 ) 1 2 3 0 27 1 2 C O U R T Y A R D G R I L L 2 0 A 1 5 0 0 V A 5 4 0 V A 1 2 0 A R E C E P T A C L E S ( R M . 0 2 1 ) 1 2 2 8 25 1 2 T E M P E R A T U R E C O N T R O L S 2 0 A 1 5 0 0 V A 5 4 0 V A 1 2 0 A R E C E P T A C L E S ( R M . 0 2 1 ) 1 2 2 6 23 1 2 R E C E P T A C L E S ( R M . 0 2 2 ) 2 0 A 1 5 4 0 V A 7 2 0 V A 1 2 0 A R E C E P T A C L E S ( R M . 0 2 2 ) 1 2 2 4 21 1 2 T E M P E R A T U R E C O N T R O L S ( R M . 0 2 3 ) 2 0 A 1 5 0 0 V A 5 4 0 V A 1 2 0 A R E C E P T A C L E S ( R M . 0 2 1 ) 1 2 2 2 19 1 2 R E C E P T A C L E S ( R M . 0 2 3 ) 2 0 A 1 5 4 0 V A 5 4 0 V A 1 2 0 A R E C E P T A C L E S ( R M . 0 2 3 ) 1 2 2 0 17 1 2 R E C E P T A C L E S ( R M . 0 2 3 ) 2 0 A 1 7 2 0 V A 5 4 0 V A 1 2 0 A R E C E P T A C L E S ( R M . 0 2 1 ) 1 2 1 8 15 1 2 R E C E P T A C L E S ( R M . 0 2 3 ) 2 0 A 1 5 4 0 V A 3 6 0 V A 1 2 0 A R E C E P T A C L E S ( R M . 0 2 3 ) 1 2 1 6 13 1 2 R E C E P T A C L E S ( R M . 0 2 3 ) 2 0 A 1 3 6 0 V A 3 6 0 V A 1 2 0 A R E C E P T A C L E S ( R M . 0 2 3 ) 1 2 1 4 11 10 4 5 . . . 3 6 0 V A 1 2 0 A R E C E P T A C L E S ( R M . 0 2 3 ) 1 2 1 2 9 12 F C - B - 1 2 0 A 2 10 4 5 . . . 0 V A 1 2 0 A I T E M D 1 ( F U M E H O O D ) 1 2 1 0 7 1 2 I T E M S E 4 , E 5 , E 6 ( S E E E Q U I P . S C H E D . ) 2 0 A 1 3 6 0 V A 7 7 0 V A 1 2 0 A I T E M C 1 7 ( V A C U U M T E S T E R ) 1 2 8 5 1 2 I T E M S E 2 , E 3 ( S E E E Q U I P M E N T . . . 2 0 A 1 4 8 0 V A 2 4 0 V A 1 2 0 A I T E M C 1 3 ( W A T E R S E N S E ) 1 2 6 3 1 2 I T E M E 1 ( O P T I C A L C O M P A C T O R ) 2 0 A 1 7 2 0 V A 6 0 0 V A 1 2 0 A I T E M C 1 2 ( S H O W E R S T A L L ) 1 2 4 1 1 2 T E M P E R A T U R E C O N T R O L S ( R M . 0 2 3 ) 2 0 A 1 5 0 0 V A 9 6 0 V A 1 2 0 A I T E M C 1 1 ( F R E E Z E R ) 1 2 2 CK T Wi r e Si z e Ci r c u i t D e s c r i p t i o n T r i p P o l e s A B C Po l e s T r i p C i r c u it DescriptionWireSize CKT No t e s : En c l o s u r e : NE M A - 1 MCB Rating:225 A Mo u n t i n g : Su r f a c e Wi r e s : 4 Mains Rating:225 A Su p p l y F r o m : BL D P 1 Ph a s e s : 3 Mains Type:MLO Lo c a t i o n : El e c t r i c a l R o o m 0 3 0 Vo l t s : 12 0 / 2 0 8 W y e A.I.C. Rating:42K Br a n c h P a n e l : B L 1 No t e s : Total Est. Demand:65 A Po w e r 2 5 0 0 V A 1 0 0 . 0 0 % 2 5 0 0 V A Total Conn.:71 A Sp a r e 6 9 5 0 V A 1 0 0 . 0 0 % 6 9 5 0 V A Total Est. Demand:23415 VA Re c e p t a c l e 1 4 6 0 0 V A 8 4 . 2 5 % 1 2 3 0 0 V A Total Conn. Load:25530 VA Mo t o r 1 4 8 0 V A 1 1 2 . 5 0 % 1 6 6 5 V A Lo a d C l a s s i f i c a t i o n C o n n e c t ed L o a d D e m a n d F a c t o r E s t i ma t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 66 A 6 3 A 8 5 A To t a l L o a d : 78 8 0 V A 7 5 3 0 V A 1 0 1 2 0 V A 41 S P A R E 2 0 A 1 0 V A 1 2 5 0 . . . 42 39 S P A R E 2 0 A 1 0 V A 1 2 5 0 . . . 2 2 0 A W A L K - I N C O O L E R C O N D E N S E R 1 2 40 37 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 8 35 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 6 33 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 4 31 1 2 R E C E P T A C L E S ( R M . 0 0 3 ) 2 0 A 1 7 2 0 V A 1 8 0 V A 1 2 0 A R E C E P T A C L E ( R E F R I G ) 1 2 3 2 29 12 0 0 . . . 3 6 0 V A 1 2 0 A R E C E P T A C L E ( R M . 0 0 3 ) 1 2 3 0 27 12 0 0 . . . 0 V A 28 25 12 I T E M J 1 ( D R O P T E S T E R ) 2 0 A 3 12 0 0 . . . 0 V A 2 2 0 A I T E M J 4 ( O W N E R R E Q U E S T E D ) 1 2 26 23 1 2 T E M P E R A T U R E C O N T R O L S 2 0 A 1 5 0 0 V A 8 5 0 V A 1 2 0 A I T E M J 3 ( C O M P R E S S I O N T E S T E R ) 1 2 2 4 21 1 2 R C P - 1 2 0 A 1 7 4 0 V A 7 2 0 V A 1 2 0 A R E C E P T A C L E S ( R M . 0 0 3 ) 1 2 2 2 19 1 2 R E C E P T A C L E S ( R M . 0 2 4 ) 2 0 A 1 5 4 0 V A 7 4 0 V A 1 2 0 A R C P - 2 1 2 2 0 17 1 2 R E C E P T A C L E ( R M . 0 2 5 ) 2 0 A 1 1 8 0 V A 2 0 0 0 . . . 1 2 0 A P O W E R F O R A U T O M A T I C D O O R S 1 2 1 8 15 1 2 R E C E P T A C L E S ( R M . 0 2 3 ) 2 0 A 1 3 6 0 V A 1 8 0 V A 1 2 0 A G A R B A G E D I S P O S A L ( R M . 0 2 5 ) 1 2 1 6 13 1 2 R E C E P T A C L E S ( R M . 0 2 5 ) 2 0 A 1 5 4 0 V A 1 0 8 0 . . . 1 2 0 A R E C E P T A C L E S ( R M . 0 2 5 A ) 1 2 1 4 11 1 2 R E C E P T A C L E S ( R M . 0 2 8 ) 2 0 A 1 1 2 6 0 . . . 1 2 6 0 . . . 1 2 0 A R E C E P T A C L E S ( R M . 0 2 7 ) 1 2 1 2 9 1 2 R E C E P T A C L E S ( R M . 0 2 8 ) 2 0 A 1 1 0 8 0 . . . 5 4 0 V A 1 2 0 A R E C E P T A C L E S ( R M . 0 2 4 ) 1 2 1 0 7 1 2 R E C E P T A C L E S ( R M . 0 2 6 ) 2 0 A 1 7 2 0 V A 1 2 6 0 . . . 1 2 0 A R E C E P T A C L E S ( R M . 0 2 8 ) 1 2 8 5 1 2 R E C E P T A C L E S ( R M . 0 2 3 ) 2 0 A 1 5 4 0 V A 7 2 0 V A 1 2 0 A R E C E P T A C L E S ( R M . 0 2 9 ) 1 2 6 3 1 2 G W H - 1 ( R M . 0 3 1 ) 2 0 A 1 1 1 0 0 . . . 3 6 0 V A 1 2 0 A R E C E P T A C L E S ( R M S . 0 3 0 , 0 3 1 ) 1 2 4 1 1 2 R E C E P T A C L E S ( R M . 0 0 1 ) 2 0 A 1 5 4 0 V A 3 6 0 V A 1 2 0 A R E C E P T A C L E S ( R M S . 0 3 2 , 0 3 3 ) 1 2 2 CK T Wi r e Si z e Ci r c u i t D e s c r i p t i o n T r i p P o l e s A B C Po l e s T r i p C i r c u it DescriptionWireSize CKT No t e s : En c l o s u r e : NE M A - 1 MCB Rating:225 A Mo u n t i n g : Su r f a c e Wi r e s : 4 Mains Rating:225 A Su p p l y F r o m : BL D P 1 Ph a s e s : 3 Mains Type:MLO Lo c a t i o n : El e c t r i c a l R o o m 0 3 0 Vo l t s : 12 0 / 2 0 8 W y e A.I.C. Rating:42K Br a n c h P a n e l : B L 3 1. O V E R S I Z E D L U G S No t e s : To t a l E s t . D e m a n d : 65 A To t a l C o n n . : 65 A To t a l E s t . D e m a n d : 23 3 6 0 V A Po w e r 1 8 3 2 0 V A 1 0 0 . 0 0 % 1 8 3 2 0 V A To t a l C o n n . L o a d : 23 3 6 0 V A Re c e p t a c l e 5 0 4 0 V A 1 0 0 . 0 0 % 5 0 4 0 V A Lo a d C l a s s i f i c a t i o n C o n n e c t ed L o a d D e m a n d F a c t o r E s t i ma t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 69 A 6 9 A 5 9 A To t a l L o a d : 81 4 0 V A 8 1 4 0 V A 7 0 8 0 V A 19 S P A C E - - - - 0 V A 0 V A 1 2 0 A S P A R E 2 0 17 S P A C E - - - - 0 V A 0 V A 1 2 0 A S P A R E 1 8 15 S P A C E - - - - 0 V A 0 V A 1 2 0 A S P A R E 1 6 13 S P A C E - - - - 0 V A 0 V A 1 2 0 A S P A R E 1 4 11 72 0 V A 0 V A 12 9 72 0 V A 0 V A 10 7 2X U L 1 6 0 A 3 72 0 V A 0 V A 3 2 0 A S P A R E 8 5 56 4 0 . . . 7 2 0 V A 6 3 63 4 0 . . . 1 0 8 0 . . . 4 1 BX U L 2 1 0 0 A 3 63 4 0 . . . 1 0 8 0 . . . 3 6 0 A 2 X U L 2 2 CK T Wi r e Si z e Ci r c u i t D e s c r i p t i o n T r i p P o l e s A B C Po l e s T r i p C i r c u it D e s c r i p t i o n Wi r e Si z e CK T No t e s : En c l o s u r e : NE M A - 1 MC B R a t i n g : 22 5 A Mo u n t i n g : SU R F A C E Wi r e s : 4 Ma i n s R a t i n g : 22 5 A Su p p l y F r o m : UP S Ph a s e s : 3 Ma i n s T y p e : CB Lo c a t i o n : El e c t r i c a l R o o m 0 3 0 Vo l t s : 12 0 / 2 0 8 W y e A. I . C . R a t i n g : 42 K Br a n c h P a n e l : B X U L 1 BXUL1 ---BL1 BL3 GE N E R A L N O T E S : A. A L L W I R E S I Z E S I N D I C A T E D A R E M I N I M U M S I Z E S . W I R E SIZE SHALL BE UPSIZED AS REQUIRED FOR VOLTAGE DROP AND AS NOTED ON DRAWINGS. B. S O M E W I R E S I Z E S M A Y B E I N D I C A T E D O N T H E P O W E R RISER DIAGRAM. C. D O O R - I N - D O O R C O N T I N U O U S H I N G E D F R A M E CONSTRUCTION FOR ALL PANEL BOARDS.No. Date Description No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 4 7 : 2 6 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E604ELECTRICALSCHEDULESDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1. F E D V I A C O N T A C T O R T O O P E N C I R C U I T V I A E P O S W I T C H A N D A U T O M A T I C A L L Y C L O S E U P O N K E Y E D R E S E T . 2. P R O V I D E ( 4 ) S P A R E C O N D U I T S T O A B O V E C E I L I N G . No t e s : Total Est. Demand:72 ATotal Conn.:72 ATotal Est. Demand:30020 VATotal Conn. Load:30020 VA Sp a r e 3 0 0 2 0 V A 1 0 0 . 0 0 % 3 0 0 2 0 V A Lo a d C l a s s i f i c a t i o n C o n n e c t ed L o a d D e m a n d F a c t o r E s t i ma t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 86 A 7 6 A 8 9 A To t a l L o a d : 10 2 8 0 V A 9 1 1 0 V A 1 0 6 3 0 V A 65 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 6 6 63 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 6 4 61 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 6 2 59 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 6 0 57 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 5 8 55 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 5 6 53 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 5 4 51 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 5 2 49 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 5 0 47 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 8 45 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 6 43 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 4 41 I T E M I 3 ( S A N D B L A S T E R ) 2 0 A 1 1 8 0 0 . . . 0 V A 1 2 0 A S P A R E 4 2 39 I T E M I 1 ( T A N K ) 2 0 A 1 1 8 0 0 . . . 0 V A 1 2 0 A S P A R E 4 0 37 I T E M H 8 ( L A T H E E L E C T R O N I C S ) 2 0 A 1 5 0 0 V A 1 6 5 0 . . . 38 35 I T E M H 8 ( L A T H E E L E C T R O N I C S ) 2 0 A 1 5 0 0 V A 1 6 5 0 . . . 2 2 0 A I T E M G 8 ( D U S T C O L L E C T O R ) 36 33 I T E M G 7 ( D I S C S A N D E R ) 2 0 A 1 6 3 0 V A 0 V A 1 2 0 A S p a r e 3 4 31 I T E M G 5 ( B E L T S A N D E R ) 2 0 A 1 1 5 0 V A 1 3 0 0 . . . 1 2 0 A I T E M H 5 ( D R I L L P R E S S ) 3 2 29 97 0 V A 1 4 7 0 . . . 30 27 97 0 V A 1 4 7 0 . . . 28 25 IT E M G 6 ( D I S C S A N D E R ) 2 0 A 3 97 0 V A 1 4 7 0 . . . 3 2 0 A I T E M H 6 ( B A N D S A W ) 26 23 25 0 V A 5 0 0 V A 24 21 25 0 V A 5 0 0 V A 22 19 IT E M G 4 ( W H E E L G R I N D E R ) 2 0 A 3 25 0 V A 5 0 0 V A 3 2 0 A I T E M H 4 ( L A T H E ) 20 17 25 0 V A 5 0 0 V A 18 15 25 0 V A 5 0 0 V A 16 13 IT E M G 3 ( W H E E L G R I N D E R ) 2 0 A 3 25 0 V A 5 0 0 V A 3 2 0 A I T E M H 3 ( L A T H E ) 14 11 25 0 V A 8 3 0 V A 12 9 25 0 V A 8 3 0 V A 10 7 IT E M G 2 ( W H E E L G R I N D E R ) 2 0 A 3 25 0 V A 8 3 0 V A 3 2 0 A I T E M H 2 ( M I L L S ) 8 5 83 0 V A 8 3 0 V A 6 3 83 0 V A 8 3 0 V A 4 1 IT E M G 1 ( S U R F A C E G R I N D E R ) 2 0 A 3 83 0 V A 8 3 0 V A 3 2 0 A I T E M H 1 ( M I L L S ) 2 CK T C i r c u i t D e s c r i p t i o n T r i p P o l e s A B C Po l e s T r i p C i r c u i t D e s c r i p t i o n C K T No t e s : En c l o s u r e : NE M A - 1 MCB Rating:225 A Mo u n t i n g : Re c e s s e d Wi r e s : 4 Mains Rating:225 A Su p p l y F r o m : TB F Ph a s e s : 3 Mains Type:CB Lo c a t i o n : Mo d e l S h o p 0 1 4 Vo l t s : 12 0 / 2 4 0 W y e A.I.C. Rating:42 K Br a n c h P a n e l : B L 5 1. F E E D T H R U L U G S . . No t e s : Po w e r 9 6 0 0 V A 1 0 0 . 0 0 % 9 6 0 0 V A To t a l E s t . D e m a n d : 68 A Sp a r e 2 6 0 0 V A 1 0 0 . 0 0 % 2 6 0 0 V A To t a l C o n n . : 70 A Re c e p t a c l e 1 1 1 8 0 V A 9 4 . 7 2 % 1 0 5 9 0 V A To t a l E s t . D e m a n d : 24 5 6 2 V A Ot h e r 8 4 0 V A 1 0 0 . 0 0 % 8 4 0 V A To t a l C o n n . L o a d : 25 1 5 2 V A HV A C 9 3 2 V A 1 0 0 . 0 0 % 9 3 2 V A Lo a d C l a s s i f i c a t i o n C o n n e c t ed L o a d D e m a n d F a c t o r E s t i ma t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 51 A 7 5 A 9 0 A To t a l L o a d : 60 9 9 V A 8 6 1 0 V A 1 0 4 4 3 V A 41 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 2 39 1 2 R E C E P T A C L E S ( R M . 0 1 4 ) 2 0 A 1 1 4 4 0 . . . 0 V A 1 2 0 A S P A R E 4 0 37 1 2 R E C E P T A C L E S ( R M . 0 1 6 ) 2 0 A 1 7 2 0 V A 0 V A 1 2 0 A S P A R E 3 8 35 1 2 R E C E P T A C L E S ( R M S . 0 1 5 , 0 1 6 ) 2 0 A 1 7 2 0 V A 0 V A 1 2 0 A S P A R E 3 6 33 1 2 R E C E P T A C L E S ( R M . 0 1 4 ) 2 0 A 1 9 0 0 V A 0 V A 1 2 0 A S P A R E 3 4 31 1 2 R E C E P T A C L E S ( R M . 0 1 7 ) 2 0 A 1 3 6 0 V A 3 7 3 V A 1 2 0 A E F - 3 1 2 3 2 29 1 2 T E M P E R A T U R E C O N T R O L S ( R M . 0 1 9 ) 2 0 A 1 5 0 0 V A 3 7 3 V A 1 2 0 A E F - 2 1 2 3 0 27 1 2 T E M P E R A T U R E C O N T R O L S ( R M . 0 2 1 ) 2 0 A 1 5 0 0 V A 0 V A - - - - S P A C E 2 8 25 1 2 R E C E P T A C L E S ( R M . 0 1 9 ) 2 0 A 1 3 6 0 V A 9 0 0 V A 1 2 0 A F O U N T A I N L I G H T S 1 2 2 6 23 1 2 T F - 1 2 0 A 1 8 4 0 V A 1 8 5 0 . . . 24 21 1 2 T E M P E R A T U R E C O N T R O L S ( R M . 0 1 2 ) 2 0 A 1 5 0 0 V A 1 8 5 0 . . . 2 2 0 A F O U N T A I N P U M P S 1 2 22 19 1 2 R E C E P T A C L E S ( R M S . 0 0 5 , 0 1 9 ) 2 0 A 1 7 2 0 V A 1 8 6 V A 1 2 0 A E F - 1 1 2 2 0 17 1 2 A C C E S S C T R L . ( R M S . 0 0 9 , 0 1 2 - 0 1 4 , S T . . . 2 0 A 1 2 5 0 0 . . . 1 3 0 0 . . . 18 15 1 2 J - B O X ( F U T U R E P O W E R ) 2 0 A 1 5 0 0 V A 1 3 0 0 . . . 2 2 0 A WA L K - I N C O O L E R C O M P R E S S O R (# 5 6 C ) 12 16 13 1 2 R E C E P T A C L E ( R M 0 0 4 ) 2 0 A 1 1 8 0 V A 1 8 0 V A 1 2 0 A R E C E P T A C L E ( E L E V A T O R ) 1 2 1 4 11 1 2 R E C E P T A C L E S ( R M 0 2 0 ) 2 0 A 1 3 6 0 V A 1 8 0 V A 1 2 0 A R E C E P T A C L E ( R M . 0 0 4 ) 1 2 1 2 9 1 2 R E C E P T A C L E S ( R M 0 0 5 ) 2 0 A 1 3 6 0 V A 3 6 0 V A 1 2 0 A R E C E P T A C L E S ( R M . 0 0 4 ) 1 2 1 0 7 1 2 R E C E P T A C L E ( R M . 0 0 8 ) 2 0 A 1 1 8 0 V A 5 0 0 V A 1 2 0 A T E M P E R A T U R E C O N T R O L S ( R M . 0 1 4 ) 1 2 8 5 1 2 A I R D R Y E R ( R A D - 1 ) 2 0 A 1 1 1 0 0 . . . 7 2 0 V A 1 2 0 A R E C E P T A C L E S ( R M . 0 0 9 ) 1 2 6 3 1 2 R E C E P T A C L E S ( R M 0 1 2 ) 2 0 A 1 7 2 0 V A 1 8 0 V A 1 2 0 A R E C E P T A C L E ( R M . 0 1 3 ) 1 2 4 1 1 2 R E C E P T A C L E S ( R M 0 1 8 ) 2 0 A 1 9 0 0 V A 5 4 0 V A 1 2 0 A R E C E P T A C L E S ( R M S . 0 1 0 , 0 1 1 , 0 1 3 ) 1 2 2 CK T Wi r e Si z e Ci r c u i t D e s c r i p t i o n T r i p P o l e s A B C Po l e s T r i p C i r c u it D e s c r i p t i o n Wi r e Si z e CK T No t e s : En c l o s u r e : NE M A - 1 MC B R a t i n g : 22 5 A Mo u n t i n g : Su r f a c e Wi r e s : 4 Ma i n s R a t i n g : 22 5 A Su p p l y F r o m : BL D P 2 Ph a s e s : 3 Ma i n s T y p e : CB Lo c a t i o n : Me c h a n i c a l 0 1 2 Vo l t s : 12 0 / 2 0 8 W y e A. I . C . R a t i n g : 42 K Br a n c h P a n e l : B L 6 No t e s : Total Est. Demand:43 ATotal Conn.:43 A Sp a r e 1 4 4 8 0 V A 1 0 0 . 0 0 % 1 4 4 8 0 V A Total Est. Demand:15660 VA Re c e p t a c l e 1 8 0 V A 1 0 0 . 0 0 % 1 8 0 V A Total Conn. Load:15660 VA Ot h e r 1 0 0 0 V A 1 0 0 . 0 0 % 1 0 0 0 V A Lo a d C l a s s i f i c a t i o n C o n n e c t ed L o a d D e m a n d F a c t o r E s t i ma t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 40 A 4 6 A 4 6 A To t a l L o a d : 48 4 0 V A 5 4 1 0 V A 5 4 1 0 V A 41 S P A C E - - - - 0 V A 0 V A - - - - S P A C E 4 2 39 S P A C E - - - - 0 V A 0 V A - - - - S P A C E 4 0 37 S P A C E - - - - 0 V A 0 V A - - - - S P A C E 3 8 35 S P A C E - - - - 0 V A 0 V A - - - - S P A C E 3 6 33 S P A C E - - - - 0 V A 0 V A - - - - S P A C E 3 4 31 S P A C E - - - - 0 V A 0 V A - - - - S P A C E 3 2 29 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 0 27 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 8 25 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 6 23 T E M P C O N T R O L / D D C C O N T R O L 2 0 A 1 5 0 0 V A 0 V A 1 2 0 A S P A R E 2 4 21 12 5 0 . . . 0 V A 1 2 0 A S P A R E 2 2 19 VE H I C L E C H A R G I N G S T A T I O N 3 0 A 2 12 5 0 . . . 0 V A 1 2 0 A S P A R E 2 0 17 12 5 0 . . . 0 V A 1 2 0 A S P A R E 1 8 15 VE H I C L E C H A R G I N G S T A T I O N 3 0 A 2 12 5 0 . . . 0 V A 1 2 0 A S P A R E 1 6 13 V E H I C L E C H A R G I N G S T A T I O N 2 0 A 1 5 0 0 V A 5 0 0 V A 1 2 0 A T E M P C O N T R O L / D D C C O N T R O L 1 4 11 12 5 0 . . . 8 0 0 V A 1 2 0 A L I G H T I N G ( E X T E R I O R L A N D S C A P E ) 1 2 9 VE H I C L E C H A R G I N G S T A T I O N 3 0 A 2 12 5 0 . . . 8 0 0 V A 1 2 0 A L I G H T I N G ( E X T E R I O R L A N D S C A P E ) 1 0 7 12 5 0 . . . 8 0 0 V A 1 2 0 A L I G H T I N G ( E X T E R I O R L A N D S C A P E ) 8 5 VE H I C L E C H A R G I N G S T A T I O N 3 0 A 2 12 5 0 . . . 3 6 0 V A 1 2 0 A R E C E P T A C L E ( E X T E R I O R L A N D S C A P E ) 6 3 V E H I C L E C H A R G I N G S T A T I O N 2 0 A 1 5 0 0 V A 3 6 0 V A 1 2 0 A R E C E P T A C L E ( E X T E R I O R L A N D S C A P E ) 4 1 R E C E P T A C L E ( R M . 0 1 2 ) 2 0 A 1 1 8 0 V A 3 6 0 V A 1 2 0 A R E C E P T A C L E ( E X T E R I O R L A N D S C A P E ) 2 CK T C i r c u i t D e s c r i p t i o n T r i p P o l e s A B C Po l e s T r i p C i r c u i t D e s c r i p t i o n C K T No t e s : En c l o s u r e : NE M A - 1 MCB Rating:100 A Mo u n t i n g : Su r f a c e Wi r e s : 4 Mains Rating:225 A Su p p l y F r o m : BL D P 2 Ph a s e s : 3 Mains Type:MLO Lo c a t i o n : Me c h a n i c a l 0 1 2 Vo l t s : 12 0 / 2 0 8 W y e A.I.C. Rating:42 K Br a n c h P a n e l : B L 7 ---BL6BL5 BL7 GE N E R A L N O T E S : A. A L L W I R E S I Z E S I N D I C A T E D A R E M I N I M U M S I Z E S . W I R E SIZE SHALL BE UPSIZED AS REQUIRED FOR VOLTAGE DROP AND AS NOTED ON DRAWINGS. B. S O M E W I R E S I Z E S M A Y B E I N D I C A T E D O N T H E P O W E R RISER DIAGRAM. C. D O O R - I N - D O O R C O N T I N U O U S H I N G E D F R A M E CONSTRUCTION FOR ALL PANEL BOARDS.No. Date Description No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 4 7 : 3 4 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E605ELECTRICALSCHEDULESDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1. D O U B L E L U G G E D . 2. P R O V I D E 2 2 5 A S U B F E E D B R E A K E R F O R P A N E L ' 1 L 4 ' . No t e s : To t a l E s t . D e m a n d : 19 7 A To t a l C o n n . : 19 7 A Po w e r 1 0 0 0 V A 1 0 0 . 0 0 % 1 0 0 0 V A To t a l E s t . D e m a n d : 71 0 4 0 V A Sp a r e 6 8 4 3 0 V A 1 0 0 . 0 0 % 6 8 4 3 0 V A To t a l C o n n . L o a d : 71 0 4 0 V A HV A C 1 6 1 0 V A 1 0 0 . 0 0 % 1 6 1 0 V A Lo a d C l a s s i f i c a t i o n C o n n e c t ed L o a d D e m a n d F a c t o r E s t i ma t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 19 8 A 2 1 4 A 1 8 4 A To t a l L o a d : 23 5 0 0 V A 2 5 4 1 0 V A 2 2 1 3 0 V A 41 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 2 39 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 0 37 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 8 35 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 6 33 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 4 31 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 2 29 60 0 0 . . . 0 V A 1 2 0 A S P A R E 3 0 27 60 0 0 . . . 0 V A 1 2 0 A S P A R E 2 8 25 4 I T E M B 9 ( B U R S T C H A M B E R ) 7 0 A 3 60 0 0 . . . 0 V A 1 2 0 A S P A R E 2 6 23 50 4 0 . . . 0 V A 1 2 0 A S P A R E 2 4 21 50 4 0 . . . 1 0 0 0 . . . 1 2 0 A A C C E S S C O N T R O L ( R M . 0 2 2 ) 1 2 2 2 19 6 IT E M B 1 0 ( H I G H P R E S S . H I G H T E M P . CH A M B E R ) 60 A 3 50 4 0 . . . 5 4 0 0 . . . 20 17 80 5 V A 5 4 0 0 . . . 18 15 12 F C - B - 2 2 0 A 2 80 5 V A 5 4 0 0 . . . 3 6 0 A I T E M B 8 ( I N T E R M I T A N T S H O C K ) 6 16 13 1 2 I T E M A 7 ( L P - 3 C H I L L E D W A T E R . . . 2 0 A 1 1 1 8 0 . . . 3 6 0 0 . . . 14 11 1 2 I T E M A 1 ( W A T E R S O F T E N E R ) 2 0 A 1 1 2 0 V A 3 6 0 0 . . . 12 9 1 0 I T E M B 1 4 ( H U M I D I T Y C H A M B E R ) 3 0 A 1 2 6 4 0 . . . 3 6 0 0 . . . 3 4 0 A IT E M B 1 5 ( C H L O R I N E / C H L O R A M I N E S LI F E T E S T E R ) 8 10 7 1 2 I T E M B 1 1 ( H O S E P U L L T E S T E R ) 2 0 A 1 2 4 0 V A 3 6 0 V A 1 2 0 A I T E M A 1 5 ( G W H - 3 I N S T A N T W A T E R . . . 1 2 8 5 1 2 I T E M A 2 ( G W H - 2 H O T W A T E R H E A T E R ) 2 0 A 1 3 6 0 V A 8 0 5 V A 6 3 1 2 I T E M A 1 7 ( D I W A T E R ) 2 0 A 1 1 2 0 V A 8 0 5 V A 2 2 0 A F C - B - 2 1 2 4 1 1 2 I T E M A 4 ( S P - 1 S U M P P U M P ) 2 0 A 1 1 1 8 0 . . . 5 0 0 V A 1 2 0 A A C C E S S C O N T R O L 1 2 2 CK T C i r c u i t D e s c r i p t i o n T r i p P o l e s A B C Po l e s T r i p C i r c u i t D e s c r i p t i o n C K T No t e s : En c l o s u r e : NE M A - 1 MC B R a t i n g : 40 0 A Mo u n t i n g : Su r f a c e Wi r e s : 4 Ma i n s R a t i n g : 40 0 A Su p p l y F r o m : TB C Ph a s e s : 3 Ma i n s T y p e : Lo c a t i o n : Me c h a n i c a l & S u p p l y 0 2 2 Vo l t s : 12 0 / 2 0 8 W y e A. I . C . R a t i n g : 42 K Br a n c h P a n e l : B L 8 1. D O U B L E L U G G E D . No t e s : Total Est. Demand:151 ATotal Conn.:151 A Po w e r 1 0 0 0 V A 1 0 0 . 0 0 % 1 0 0 0 V A Total Est. Demand:54432 VA Sp a r e 5 1 6 3 2 V A 1 0 0 . 0 0 % 5 1 6 3 2 V A Total Conn. Load:54432 VA Re c e p t a c l e 1 8 0 0 V A 1 0 0 . 0 0 % 1 8 0 0 V A Lo a d C l a s s i f i c a t i o n C o n n e c t ed L o a d D e m a n d F a c t o r E s t i ma t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 14 0 A 1 6 6 A 1 5 1 A To t a l L o a d : 16 7 5 4 V A 1 9 6 9 9 V A 1 7 9 7 9 V A 41 15 0 0 . . . 0 V A 1 2 0 A S P A R E 4 2 39 12 H O T / C O L D W E L L ( # 3 0 ) 2 0 A 2 15 0 0 . . . 0 V A 1 2 0 A S P A R E 4 0 37 1 0 H E A T E D C A B I N E T ( # 2 8 B ) 3 0 A 1 2 0 0 5 . . . 5 0 0 V A 1 2 0 A V E R T H O O D ( # 2 0 2 ) 1 2 3 8 35 1 0 H E A T E D C A B I N E T ( # 2 8 A ) 3 0 A 1 2 0 0 5 . . . 5 0 0 V A 1 2 0 A V E R T H O O D ( # 2 0 1 ) 1 2 3 6 33 24 0 0 . . . 5 4 0 V A 1 2 0 A R E C E P T A C L E ( R M 1 0 5 ) 1 2 3 4 31 10 H O T W A T E R D E P E N S E R ( # 2 7 ) 3 0 A 2 24 0 0 . . . 5 4 0 V A 1 2 0 A R E C E P T A C L E ( R M 1 0 5 ) 1 2 3 2 29 1 2 M I X E R ( # 2 5 ) 2 0 A 1 1 8 0 0 . . . 7 2 0 V A 1 2 0 A R E C E P T A C L E ( R M 1 0 5 ) 1 2 3 0 27 1 2 S L I C E R ( # 2 3 ) 2 0 A 1 1 1 7 5 . . . 5 0 0 V A 1 2 0 A E X H A U S T S Y S T E M ( # 5 1 B ) , ( l o c k a b l e . . . 1 2 2 8 25 1 2 C O N V E C T I O N O V E N ( # 1 9 ) 2 0 A 1 9 4 5 V A 4 8 0 V A 1 2 0 A R E F R I G E R A T E D B E V E R A G E W O R K . . . 1 2 2 6 23 36 8 0 . . . 2 3 0 0 . . . 24 21 36 8 0 . . . 2 3 0 0 . . . 2 3 0 A MICROWAVE/CONVECTION OVEN (#49)10 22 19 8 C O N V E C T I O N O V E N ( # 1 8 ) 4 0 A 3 36 8 0 . . . 7 0 0 V A 1 2 0 A G A S B U R N E R R A N G E ( # 4 8 ) 1 2 2 0 17 1 2 G A S F R Y E R ( # 1 7 A ) 2 0 A 1 9 6 0 V A 5 4 0 V A 1 20 A REFRIGERATED PREP TABLE (#47) 12 18 15 1 2 U / C F R E E Z E R ( # 1 5 ) , W A R M I N G . . . 2 0 A 1 1 4 8 0 . . . 1 1 5 0. . . 1 2 0 A R E F R I G E R A T E D P R E P T A B L E ( # 3 9 ) 1 2 1 6 13 1 2 R E A C H - I N R E F R I G E R A T O R S ( # 1 3 A , . . . 2 0 A 1 1 2 0 0. . . 1 0 5 0 . . . 1 2 0 A H E A T E D S H E I L F ( # 3 8 ) 1 2 1 4 11 52 9 V A 1 0 0 0 . . . 1 2 0 A F O O D P R E P T A B L E ( # 3 7 ) 1 2 1 2 9 52 9 V A 1 8 0 0 . . . 1 2 0 A I N D U C T I O N R A N G E ( # 3 6 ) 1 2 1 0 7 12 G A R B A G E D E P O S E R ( # 8 A , 8 B ) 2 0 A 3 52 9 V A 6 8 0 V A 1 2 0 A M E R C H . ( # 3 5 B ) , H E A T E D W E L L S ( # 4 1 . . . 1 2 8 5 54 5 V A 1 9 0 0 . . . 1 2 0 A M E R C H A N D I Z E R ( # 3 5 A ) 1 2 6 3 54 5 V A 2 1 0 0 . . . 1 3 0 A T O A S T E R ( # 3 4 ) 1 0 4 1 6 D I S H W A S H E R ( # 6 ) 6 0 A 3 54 5 V A 1 5 0 0 . . . 1 2 0 A I C E M A C H I N E ( # 3 1 ) 1 2 2 CK T W i r e S i z e C i r c u i t D e s c r i p t i o n T r i p Po l e s A B C P o l e s T r i p C i rcuit DescriptionWire Size CKT No t e s : En c l o s u r e : NE M A 1 1 MCB Rating:225 A Mo u n t i n g : Su r f a c e Wi r e s : 4 Mains Rating:225 A Su p p l y F r o m : BL D P 2 Ph a s e s : 3 Mains Type:MLO Lo c a t i o n : Ja n . 1 0 6 Vo l t s : 12 0 / 2 0 8 W y e A.I.C. Rating:42K Br a n c h P a n e l : 1 K L 1 BL8 ---1KL1 ---GENERAL NOTES:A. ALL WIRE SIZES INDICATED ARE MINIMUM SIZES. WIRE SIZE SHALL BE UPSIZED AS REQUIRED FOR VOLTAGE DROP AND AS NOTED ON DRAWINGS.B. SOME WIRE SIZES MAY BE INDICATED ON THE POWER RISER DIAGRAM.C. DOOR-IN-DOOR CONTINUOUS HINGED FRAME CONSTRUCTION FOR ALL PANEL BOARDS.No. Date Description No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 4 7 : 3 8 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E606ELECTRICALSCHEDULESDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1. P R O V I D E E X T E R N A L ' S P D ' . 2. D O U B L E L U G G E D . No t e s : Po w e r 7 5 0 0 V A 1 0 0 . 0 0 % 7 5 0 0 V A To t a l E s t . D e m a n d : 86 A Sp a r e 9 9 0 4 V A 1 0 0 . 0 0 % 9 9 0 4 V A To t a l C o n n . : 86 A Re c e p t a c l e 9 3 6 0 V A 1 0 0 . 0 0 % 9 3 6 0 V A To t a l E s t . D e m a n d : 31 0 0 4 V A Ot h e r 1 3 4 0 V A 1 0 0 . 0 0 % 1 3 4 0 V A To t a l C o n n . L o a d : 31 0 0 4 V A HV A C 2 9 0 0 V A 1 0 0 . 0 0 % 2 9 0 0 V A Lo a d C l a s s i f i c a t i o n C o n n e c t ed L o a d D e m a n d F a c t o r E s t i ma t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 96 A 7 1 A 9 9 A To t a l L o a d : 11 0 7 4 V A 8 4 6 0 V A 1 1 4 7 0 V A 41 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 2 39 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 0 37 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 8 35 1 2 D D C C O N T R O L P A N E L ( R M . 1 1 5 ) 2 0 A 1 5 0 0 V A 0 V A 1 2 0 A S P A R E 3 6 33 1 2 R E C E P T A C L E S ( B L D G E X T E R I O R E A S T ) 2 0 A 1 7 2 0 V A 0 V A 1 2 0 A S P A R E 3 4 31 1 2 I C E M A C H I N E ( # 5 6 ) 2 0 A 1 1 5 2 4 . . . 0 V A 32 29 1 2 I C E T E A B R E W E R ( # 5 5 ) 2 0 A 1 1 7 8 0 . . . 0 V A 30 27 30 0 0 . . . 0 V A 3 4 0 A S P D 8 28 25 8 C O F F E E B R E W E R ( # 5 4 ) 4 0 A 2 30 0 0 . . . 1 4 5 0 . . . 26 23 1 2 S O D A D I S P E N S E R ( # 5 3 ) 2 0 A 1 6 0 0 V A 1 4 5 0 . . . 2 2 0 A F C - 1 - 1 1 2 24 21 1 2 L I G H T I N G ( C O U R T Y A R D L A N D S C A P E ) 2 0 A 1 5 0 0 V A 50 0 V A 1 2 0 A T E M P E R A T U R E C O N T R O L S ( R M . 1 0 4 ) 1 2 2 2 19 1 2 R E C E P T A C L E S ( R E C E P T . D E S K ) 2 0 A 1 7 2 0 V A 5 0 0 VA 1 2 0 A L I G H T I N G ( B E L O W P L A Z A D E C K ) 1 2 2 0 17 1 2 A C C E S S C O N T R O L ( R M S . 1 0 1 , S T R 1 ) 2 0 A 1 3 0 0 0 . . . 1 5 0 0. . . 1 2 0 A A C C E S S C O N T R O L ( R M S . 1 0 4 , 1 1 3 , 1 1 5 ) 1 2 1 8 15 1 2 O W N E R ' S E Q U I P M E N T ( R E C E P T . D E S K ) 2 0 A 1 5 0 0 VA 3 6 0 V A 1 2 0 A R E C E P T A C L E S ( R E C E P T . D E S K ) 1 2 1 6 13 1 2 L I G H T I N G ( P L A Z A D E C K ) 2 0 A 1 5 0 0 V A 5 0 0 VA 1 2 0 A T E M P E R A T U R E C O N T R O L S ( R M . 1 1 2 ) 1 2 1 4 11 1 2 R E C E P T A C L E S ( A T R I U M 1 0 4 ) 2 0 A 1 7 2 0 V A 7 2 0 V A 1 2 0 A R E C E P T A C L E S ( R M S . 1 1 6 , 1 1 7 , S T R 1 ) 1 2 1 2 9 1 2 R E C E P T A C L E ( R M 1 1 4 ) 2 0 A 1 3 6 0 V A 9 0 0 V A 1 2 0 A R E C E P T A C L E S ( R M 1 1 4 ) 1 2 1 0 7 1 2 R E C E P T A C L E ( R M 1 0 7 ) 2 0 A 1 7 2 0 V A 7 2 0 V A 1 2 0 A R E C E P T A C L E S ( R M . 1 0 4 ) 1 2 8 5 1 2 T F - 3 2 0 A 1 8 4 0 V A 3 6 0 V A 1 2 0 A R E C E P T A C L E S ( R M . 1 0 4 ) 1 2 6 3 1 2 R E C E P T A C L E S ( R M . 1 0 3 ) 2 0 A 1 9 0 0 V A 7 2 0 V A 1 2 0 A R E C E P T A C L E S ( R M . 1 0 3 ) 1 2 4 1 1 2 R E C E P T A C L E S ( R M S . 1 0 1 , 1 0 2 ) 2 0 A 1 5 4 0 V A 9 0 0 V A 1 2 0 A R E C E P T A C L E ( R M . 1 0 3 ) 1 2 2 CK T Wi r e Si z e Ci r c u i t D e s c r i p t i o n T r i p P o l e s A B C Po l e s T r i p C i r c u it D e s c r i p t i o n Wi r e Si z e CK T No t e s : En c l o s u r e : NE M A - 1 MC B R a t i n g : 22 5 A Mo u n t i n g : Su r f a c e Wi r e s : 4 Ma i n s R a t i n g : 22 5 A Su p p l y F r o m : BL D P 1 Ph a s e s : 3 Ma i n s T y p e : ML O Lo c a t i o n : IT / E l e c 1 1 5 Vo l t s : 12 0 / 2 0 8 W y e A. I . C . R a t i n g : 42 K Br a n c h P a n e l : 1 L 1 1. P R O V I D E E X T E R N A L ' S P D ' . No t e s : Total Est. Demand:28 A Li g h t i n g 8 0 V A 1 0 0 . 0 0 % 8 0 V A Total Conn.:28 A Po w e r 5 5 0 0 V A 1 0 0 . 0 0 % 5 5 0 0 V A Total Est. Demand:10200 VA Re c e p t a c l e 3 7 8 0 V A 1 0 0 . 0 0 % 3 7 8 0 V A Total Conn. Load:10200 VA Ot h e r 8 4 0 V A 1 0 0 . 0 0 % 8 4 0 V A Lo a d C l a s s i f i c a t i o n C on n e c t e d L o a d D e m a n d F a c t o r E s ti m a t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 24 A 4 2 A 2 1 A To t a l L o a d : 27 8 0 V A 4 9 4 0 V A 2 4 8 0 V A 41 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 2 39 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 0 37 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 8 35 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 6 33 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 4 31 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 2 29 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 0 27 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 8 25 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 6 23 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 4 21 S P A R E 2 0 A 1 0 V A 0 V A 22 19 S P A R E 2 0 A 1 0 V A 0 V A 20 17 S P A R E 2 0 A 1 4 0 V A 0 V A 3 4 0 A S P D 8 18 15 1 2 L I G H T I N G ( R M . 1 0 8 ) 2 0 A 1 4 0 V A 2 0 0 0 . . . 1 2 0 A A C C E S S C O N T R O L ( R M S . 1 0 4 , 1 1 , S T R . . . 1 2 1 6 13 1 2 R E C E P T A C L E ( R M . 1 0 6 ) 2 0 A 1 1 8 0 V A 8 4 0 V A 1 2 0 A T F - 2 1 2 1 4 11 1 2 T E M P E R A T U R E C O N T R O L S ( R M . 1 0 4 ) 2 0 A 1 5 0 0 V A 90 0 V A 1 2 0 A R E C E P T S . ( B L D G E X T E R I O R S O U T H ) 1 2 1 2 9 1 2 A C C E S S C O N T R O L ( R M S . 1 0 3 , 1 0 5 , 1 0 9 ) 2 0 A 1 1 5 0 0 . . . 5 0 0 V A 1 2 0 A T E M P E R A T U R E C O N T R O L S ( R M . 1 0 4 ) 1 2 1 0 7 1 2 F L O O R B O X ( R M . 1 0 4 ) 2 0 A 1 5 0 0 V A 0 V A 1 0 A S P A R E 1 2 8 5 1 2 R E C E P T A C L E S ( R M . 1 0 4 ) 2 0 A 1 5 4 0 V A 5 0 0 V A 1 2 0 A F L O O R B O X ( R M . 1 0 4 ) 1 2 6 3 1 2 R E C E P T A L C E ( R M . 1 0 4 ) 2 0 A 1 3 6 0 V A 5 4 0 V A 1 2 0 A R E C E P T A C L E S ( R M . 1 0 4 ) 1 2 4 1 1 2 R E C E P T A C L E S ( B L D G E X T E R I O R . . . 2 0 A 1 5 4 0 VA 7 2 0 V A 1 2 0 A R E C E P T A C L E ( R M 1 0 7 ) 1 2 2 CK T Wi r e Si z e Ci r c u i t D e s c r i p t i o n T r i p P o l e s A B C P o l e s T r i p C i r c u i t D e s c r i p t i o n Wire Size CKT No t e s : En c l o s u r e : NE M A - 1 MCB Rating:225 A Mo u n t i n g : Su r f a c e Wi r e s : 4 Mains Rating:225 A Su p p l y F r o m : BL D P 2 Ph a s e s : 3 Mains Type:MLO Lo c a t i o n : ID F 1 0 9 Vo l t s : 12 0 / 2 0 8 W y e A.I.C. Rating:42K Br a n c h P a n e l : 1 L 2 1. D O U B L E L U G G E D . 2. P R O V I D E E X T E R N A L ' S P D ' . No t e s : To t a l E s t . D e m a n d : 34 A To t a l C o n n . : 34 A To t a l E s t . D e m a n d : 12 0 8 0 V A Po w e r 6 5 0 0 V A 1 0 0 . 0 0 % 6 5 0 0 V A To t a l C o n n . L o a d : 12 0 8 0 V A Re c e p t a c l e 5 5 8 0 V A 1 0 0 . 0 0 % 5 5 8 0 V A Lo a d C l a s s i f i c a t i o n C o n n e c t ed L o a d D e m a n d F a c t o r E s t i ma t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 35 A 3 9 A 2 9 A To t a l L o a d : 41 2 0 V A 4 5 2 0 V A 3 4 4 0 V A 65 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 6 6 63 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 6 4 61 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 6 2 59 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 6 0 57 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 5 8 55 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 5 6 53 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 5 4 51 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 5 2 49 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 5 0 47 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 8 45 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 6 43 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 4 41 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 2 39 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 0 37 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 8 35 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 6 33 S P A R E 2 0 A 1 0 V A 0 V A 34 31 S P A R E 2 0 A 1 0 V A 0 V A 32 29 1 2 J - B O X F O R D I S P L A Y ( R M . 1 1 2 ) 2 0 A 1 0 V A 0 V A 3 4 0 A S P D 8 30 27 1 2 J - B O X F O R D I S P L A Y ( R M . 1 1 2 ) 2 0 A 1 5 0 0 V A 5 0 0 V A 1 2 0 A J - B O X F O R D I S P L A Y ( R M . 1 1 2 ) 1 2 2 8 25 1 2 T E M P E R A T U R E C O N T R O L 2 0 A 1 5 0 0 V A 5 0 0 V A 1 2 0 A J - B O X F O R D I S P L A Y ( R M . 1 1 2 ) 1 2 2 6 23 1 2 J - B O X F O R D I S P L A Y ( R M . 1 1 0 ) 2 0 A 1 5 0 0 V A 5 0 0 VA 1 2 0 A T E M P E R A T U R E C O N T R O L S ( R M . 1 1 2 ) 1 2 2 4 21 1 2 R E C E P T A C L E ( R M 1 1 0 ) 2 0 A 1 3 6 0 V A 5 4 0 V A 1 2 0 A R E C E P T A C L E S ( R M . 1 1 0 ) 1 2 2 2 19 1 2 J - B O X F O R D I S P L A Y ( R M . 1 1 2 ) 2 0 A 1 5 0 0 V A 5 0 0 V A 1 2 0 A J - B O X F O R D I S P L A Y ( R M . 1 1 2 ) 1 2 2 0 17 1 2 J - B O X F O R D I S P L A Y ( R M . 1 1 2 ) 2 0 A 1 5 0 0 V A 5 0 0 V A 1 2 0 A J - B O X F O R D I S P L A Y ( R M . 1 1 2 ) 1 2 1 8 15 1 2 J - B O X F O R D I S P L A Y ( R M . 1 1 2 ) 2 0 A 1 5 0 0 V A 5 0 0 V A 1 2 0 A J - B O X F O R D I S P L A Y ( R M . 1 1 2 ) 1 2 1 6 13 1 2 R E C E P T . P O R T A B L E D I S P L A Y ( R M . 1 1 2 ) 2 0 A 1 1 8 0 V A 5 0 0 V A 1 2 0 A J - B O X F O R D I S P L A Y ( R M . 1 1 2 ) 1 2 1 4 11 1 2 R E C E P T . P O R T A B L E D I S P L A Y ( R M . 1 1 2 ) 2 0 A 1 1 8 0 V A 18 0 V A 1 2 0 A R E C E P T . P O R T A B L E D I S P L A Y ( R M . 1 1 2 ) 1 2 1 2 9 1 2 R E C E P T A C L E S ( R M . 1 1 2 ) 2 0 A 1 3 6 0 V A 5 4 0 V A 1 2 0 A R E C E P T A C L E ( R M . 1 1 2 ) 1 2 1 0 7 1 2 R E C E P T A C L E S ( R M . 1 1 2 ) 2 0 A 1 3 6 0 V A 3 6 0 V A 1 2 0 A R E C E P T A C L E ( R M . 1 1 2 ) 1 2 8 5 1 2 R E C E P T A C L E S ( R M . 1 1 2 ) 2 0 A 1 7 2 0 V A 3 6 0 V A 1 2 0 A R E C E P T A C L E ( R M . 1 1 2 ) 1 2 6 3 1 2 R E C E P T A C L E S ( R M . 1 1 2 ) 2 0 A 1 3 6 0 V A 3 6 0 V A 1 2 0 A R E C E P T A C L E ( R M . 1 1 2 ) 1 2 4 1 1 2 R E C E P T A C L E S ( R M . 1 1 2 ) 2 0 A 1 3 6 0 V A 3 6 0 V A 1 2 0 A R E C E P T A C L E S ( R M . 1 1 2 ) 1 2 2 CK T C i r c u i t D e s c r i p t i o n T r i p P o l e s A B C Po l e s T r i p C i r c u i t D e s c r i p t i o n C K T No t e s : En c l o s u r e : NE M A - 1 MC B R a t i n g : 22 5 A Mo u n t i n g : Su r f a c e Wi r e s : 4 Ma i n s R a t i n g : 22 5 A Su p p l y F r o m : TB C Ph a s e s : 3 Ma i n s T y p e : CB Lo c a t i o n : LI G H T I N G C L O S E T Vo l t s : 12 0 / 2 0 8 W y e A. I . C . R a t i n g : 42 K Br a n c h P a n e l : 1 L 4 1L1 1L41L2 ---GENERAL NOTES:A. ALL WIRE SIZES INDICATED ARE MINIMUM SIZES. WIRE SIZE SHALL BE UPSIZED AS REQUIRED FOR VOLTAGE DROP AND AS NOTED ON DRAWINGS.B. SOME WIRE SIZES MAY BE INDICATED ON THE POWER RISER DIAGRAM.C. DOOR-IN-DOOR CONTINUOUS HINGED FRAME CONSTRUCTION FOR ALL PANEL BOARDS.No. Date Description No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 4 7 : 4 5 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E607ELECTRICALSCHEDULESDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1. F E E D T H R U L U G S . 2. P R O V I D E E X T E R N A L ' S P D ' . No t e s : Li g h t i n g 8 0 V A 1 0 0 . 0 0 % 8 0 V A To t a l E s t . D e m a n d : 57 A Po w e r 9 0 0 0 V A 1 0 0 . 0 0 % 9 0 0 0 V A To t a l C o n n . : 58 A Re c e p t a c l e 1 0 9 8 0 V A 9 5 . 5 4 % 1 0 4 9 0 V A To t a l E s t . D e m a n d : 20 5 6 4 V A Ot h e r 5 0 0 V A 1 0 0 . 0 0 % 5 0 0 V A To t a l C o n n . L o a d : 20 9 5 6 V A Li g h t i n g - I n t e r i o r 3 9 6 V A 1 2 5 . 0 0 % 4 9 4 V A Lo a d C l a s s i f i c a t i o n C o n n e c t ed L o a d D e m a n d F a c t o r E s t i ma t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 81 A 3 2 A 7 1 A To t a l L o a d : 91 4 8 V A 3 8 8 0 V A 7 9 2 0 V A 41 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 2 39 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 0 37 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 8 35 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 6 33 S P A R E 2 0 A 1 0 V A 0 V A 1 1 0 A S P A R E 3 4 31 1 2 L I G H T I N G ( R M . 2 1 9 ) 2 0 A 1 2 2 5 V A 1 6 6 3 . . . 1 2 0 A L E D C O V E L I G H T I N G ( E A S T ) 1 2 3 2 29 1 2 L I G H T I N G ( R M . 2 2 1 ) 2 0 A 1 4 0 V A 4 0 V A 1 2 0 A L I G H T I N G ( R M . 2 2 3 ) 1 2 3 0 27 1 2 R E C E P T A C L E S ( R M . 2 1 8 ) 2 0 A 1 3 6 0 V A 3 6 0 V A 1 2 0 A R E C E P T A C L E S ( R M . 2 1 8 ) 1 2 2 8 25 1 2 T E M P E R A T U R E C O N T R O L S ( R M . 2 0 4 ) 2 0 A 1 5 0 0 V A 0 V A 26 23 1 2 T E M P E R A T U R E C O N T R O L S ( R M . 2 0 4 ) 2 0 A 1 5 0 0 V A 0 V A 24 21 1 2 T E M P E R A T U R E C O N T R O L S ( R M . 2 0 4 ) 2 0 A 1 5 0 0 V A 0 V A 3 4 0 A S P D 8 22 19 1 2 L I G H T I N G ( P L A Z A D E C K ) 2 0 A 1 5 0 0 V A 5 0 0 V A 1 2 0 A D D C C O N T R O L P A N E L ( R M . 2 2 2 ) 1 2 2 0 17 1 2 A C C E S S C O N T R O L ( R M S . 2 1 5 , 2 1 6 , . . . 2 0 A 1 3 0 0 0 . . . 2 0 0 0 . . . 1 2 0 A A C C E S S C O N T R O L ( R M S . , 2 0 1 , 2 0 5 , 2 2 3 ) 1 2 1 8 15 1 2 T E M P E R A T U R E C O N T R O L S ( R M . 2 0 4 ) 2 0 A 1 5 0 0 V A 3 6 0 V A 1 2 0 A O . H . P R O J E C T O R S ( R M . 2 1 6 , 2 1 5 ) 1 2 1 6 13 1 2 R E C E P T A C L E S ( R M S . 2 0 4 , 2 1 7 ) 2 0 A 1 1 2 6 0 . . . 7 2 0 V A 1 2 0 A R E C E P T A C L E ( R M . 2 2 0 ) 1 2 1 4 11 1 2 R E C E P T A C L E S ( R M . 2 1 6 ) 2 0 A 1 9 0 0 V A 9 0 0 V A 1 2 0 A R E C E P T A C L E S ( R M . 2 1 5 ) 1 2 1 2 9 1 2 R E C E P T A C L E S ( R M . 2 1 8 ) 2 0 A 1 3 6 0 V A 7 2 0 V A 1 2 0 A R E C E P T A C L E S ( R M . 2 1 9 ) 1 2 1 0 7 1 2 R E C E P T A C L E ( R M . 2 2 1 ) 2 0 A 1 5 4 0 V A 1 0 8 0 . . . 1 2 0 A R E C E P T A C L E S ( R M . 2 2 0 ) 1 2 8 5 1 2 R E C E P T A C L E S ( R M . 2 0 6 ) 2 0 A 1 5 4 0 V A 0 V A 1 20 A R E C E P T A C L E I N J - B O X ( R M . 2 0 6 ) 1 2 6 3 1 2 R E C E P T A C L E S ( R M . 2 0 5 ) 2 0 A 1 7 2 0 V A 0 V A 1 20 A R E C E P T A C L E I N J - B O X ( R M . 2 0 5 ) 1 2 4 1 1 2 R E C E P T A C L E S ( R M . 2 0 2 ) 2 0 A 1 9 0 0 V A 1 2 6 0 . . . 1 2 0 A R E C E P T A C L E S ( R M . 2 0 4 ) 1 2 2 CK T Wi r e Si z e Ci r c u i t D e s c r i p t i o n T r i p P o l e s A B C Po l e s T r i p C i r c u it D e s c r i p t i o n Wi r e Si z e CK T No t e s : En c l o s u r e : NE M A - 1 MC B R a t i n g : 22 5 A Mo u n t i n g : Su r f a c e Wi r e s : 4 Ma i n s R a t i n g : 22 5 A Su p p l y F r o m : BL D P 1 Ph a s e s : 3 Ma i n s T y p e : CB Lo c a t i o n : IT / E l e c 2 2 2 Vo l t s : 12 0 / 2 0 8 W y e A. I . C . R a t i n g : 42 K Br a n c h P a n e l : 2 L 1 1. D O U B L E L U G G E D . 2. P R O V I D E E X T E R N A L ' S P D ' . No t e s : Li g h t i n g 8 0 V A 1 0 0 . 0 0 % 8 0 V A Total Est. Demand:34 A Po w e r 5 0 0 0 V A 1 0 0 . 0 0 % 5 0 0 0 V A Total Conn.:33 A Re c e p t a c l e 5 9 4 0 V A 1 0 0 . 0 0 % 5 9 4 0 V A Total Est. Demand:12114 VA Ot h e r 8 4 0 V A 1 0 0 . 0 0 % 8 4 0 V A Total Conn. Load:12064 VA Li g h t i n g - I n t e r i o r 2 0 4 V A 1 2 5 . 0 0 % 2 5 4 V A Lo a d C l a s s i f i c a t i o n C o n n e c t e d L o a d D e m a n d F a c t o r E s t i m a t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 35 A 4 6 A 2 3 A To t a l L o a d : 40 1 5 V A 5 3 4 0 V A 2 7 0 0 V A 41 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 2 39 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 0 37 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 8 35 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 6 33 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 4 31 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 2 29 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 0 27 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 8 25 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 6 23 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 4 21 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 2 19 1 2 Z E 2 0 A 1 4 0 V A 1 1 9 5 . . . 1 2 0 A L E D C O V E L I G H T I N G ( W E S T ) 1 2 2 0 17 1 2 L I G H T I N G ( R M . 2 1 1 ) 2 0 A 1 4 0 V A 0 V A 18 15 1 2 T E M P E R A T U R E C O N T R O L S ( R M . 2 0 4 ) 2 0 A 1 5 0 0 V A 0 V A 16 13 1 2 T F - 4 2 0 A 1 8 4 0 V A 0 V A 3 40 A SPD 814 11 1 2 R E C E P T A C L E S ( R M S . 2 1 4 , 2 1 5 ) 2 0 A 1 5 4 0 V A 5 0 0 V A 1 2 0 A T E M P E R A T U R E C O N T R O L S ( R M . 2 1 2 ) 1 2 1 2 9 1 2 R E C E P T A C L E S ( R M . 2 0 4 ) 2 0 A 1 3 6 0 V A 2 5 0 0 . . . 1 2 0 A A C C E S S C O N T R O L ( R M S . 2 0 8 , 2 1 2 - 2 1 4 . . . 1 2 1 0 7 1 2 R E C E P T A C L E S ( R M . 2 0 9 , 2 1 0 , 2 1 1 ) 2 0 A 1 7 2 0 V A 5 0 0 V A 1 2 0 A T E M P E R A T U R E C O N T R O L S ( R M . 2 1 3 ) 1 2 8 5 1 2 R E C E P T A C L E S ( R M . 2 1 4 ) 2 0 A 1 5 4 0 V A 1 0 8 0 . . . 1 2 0 A R E C E P T A C L E S ( R M . 2 0 4 ) 1 2 6 3 1 2 R E C E P T A C L E S ( R M . 2 0 4 , 2 1 3 ) 2 0 A 1 1 0 8 0 . . . 9 0 0 V A 1 2 0 A R E C E P T A C L E S ( R M . 2 1 3 ) 1 2 4 1 1 2 R E C E P T A C L E S ( R M . 2 0 7 ) 2 0 A 1 7 2 0 V A 0 V A 1 20 A RECEPTACLE IN J-BOX (RM. 207) 12 2 CK T Wi r e Si z e Ci r c u i t D e s c r i p t i o n T r i p P o l e s A B C P o l e s T r i p C i r c u i t D e s c r i p t i o n Wire Size CKT No t e s : En c l o s u r e : NE M A - 1 MCB Rating:225 A Mo u n t i n g : Su r f a c e Wi r e s : 4 Mains Rating:225 A Su p p l y F r o m : BL D P 2 Ph a s e s : 3 Mains Type:MLO Lo c a t i o n : ID F 2 1 2 Vo l t s : 12 0 / 2 0 8 W y e A.I.C. Rating:42K Br a n c h P a n e l : 2 L 2 No t e s : To t a l E s t . D e m a n d : 41 A To t a l C o n n . : 41 A Sp a r e 1 2 3 2 0 V A 1 0 0 . 0 0 % 1 2 3 2 0 V A To t a l E s t . D e m a n d : 14 6 1 0 V A Ot h e r 8 4 0 V A 1 0 0 . 0 0 % 8 4 0 V A To t a l C o n n . L o a d : 14 6 1 0 V A HV A C 1 4 5 0 V A 1 0 0 . 0 0 % 1 4 5 0 V A Lo a d C l a s s i f i c a t i o n C o n n e c t ed L o a d D e m a n d F a c t o r E s t i ma t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 54 A 4 2 A 3 0 A To t a l L o a d : 62 4 0 V A 4 7 9 5 V A 3 5 7 5 V A 41 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 2 39 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 0 37 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 8 35 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 6 33 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 4 31 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 2 29 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 0 27 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 8 25 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 6 23 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 4 21 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 2 19 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 0 17 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 1 8 15 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 1 6 13 I C E M A C H I N E ( # 6 8 ) 2 0 A 1 1 6 0 0 . . . 0 V A 1 2 0 A S P A R E 1 4 11 I C E T E A B R E W E R ( # 6 6 ) 2 0 A 1 1 7 8 0 . . . 0 V A 1 2 0 A S P A R E 1 2 9 30 0 0 . . . 0 V A 1 2 0 A S P A R E 1 0 7 CO F F E E B R E W E R ( # 6 5 ) 4 0 A 2 30 0 0 . . . 0 V A 1 2 0 A S P A R E 8 5 10 7 0 . . . 7 2 5 V A 6 3 RE F R I G E R A T E D M E R C H A N D E R S ( # 6 3 ) 2 0 A 2 10 7 0 . . . 7 2 5 V A 2 2 0 A F C - 2 - 2 4 1 U / C R E F R I G O R A T O R S ( # 6 1 A , 6 1 B ) 2 0 A 1 8 0 0 V A 8 4 0 V A 1 2 0 A T F - 5 2 CK T C i r c u i t D e s c r i p t i o n T r i p P o l e s A B C Po l e s T r i p C i r c u i t D e s c r i p t i o n C K T No t e s : En c l o s u r e : Ty p e 1 MC B R a t i n g : ML O Mo u n t i n g : Su r f a c e Wi r e s : 4 Ma i n s R a t i n g : 22 5 A Su p p l y F r o m : BL D P 1 Ph a s e s : 3 Ma i n s T y p e : ML O Lo c a t i o n : IT / E l e c 2 2 2 Vo l t s : 12 0 / 2 0 8 W y e A. I . C . R a t i n g : Br a n c h P a n e l : 2 L 3 1. P R O V I D E E X T E R N A L ' S P D ' . 2. P R O V I D E ' T V S S ' . No t e s : Total Est. Demand:6 ATotal Conn.:6 ATotal Est. Demand:2160 VATotal Conn. Load:2160 VA Re c e p t a c l e 2 1 6 0 V A 1 0 0 . 0 0 % 2 1 6 0 V A Lo a d C l a s s i f i c a t i o n C o n n e c t e d L o a d D e m a n d F a c t o r E s t i m a t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 6 A 6 A 6 A To t a l L o a d : 72 0 V A 7 2 0 V A 7 2 0 V A 19 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 0 17 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 1 8 15 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 1 6 13 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 1 4 11 0 V A 0 V A 1 2 0 A S P A R E 1 2 9 0 V A 0 V A 1 2 0 A S P A R E 1 0 7 10 S P D 3 0 A 3 0 V A 0 V A 1 2 0 A S P A R E 8 5 1 2 R E C E P T A C L E ( R M 2 1 7 ) 2 0 A 1 3 6 0 V A 3 6 0 V A 1 2 0 A R E C E P T A C L E ( R M 2 1 7 ) 1 2 6 3 1 2 R E C E P T A C L E ( R M 2 1 7 ) 2 0 A 1 3 6 0 V A 3 6 0 V A 1 2 0 A R E C E P T A C L E ( R M 2 1 7 ) 1 2 4 1 1 2 R E C E P T A C L E ( R M 2 1 7 ) 2 0 A 1 3 6 0 V A 3 6 0 V A 1 2 0 A R E C E P T A C L E ( R M 2 1 7 ) 1 2 2 CK T Wi r e Si z e Ci r c u i t D e s c r i p t i o n T r i p P o l e s A B C P o l e s T r i p C i r c u i t D e s c r i p t i o n Wire Size CKT No t e s : En c l o s u r e : NE M A - 1 MCB Rating:100 A Mo u n t i n g : Su r f a c e Wi r e s : 4 Mains Rating:60 A Su p p l y F r o m : BL D P 2 Ph a s e s : 3 Mains Type:MLO Lo c a t i o n : AV C l o s e t 2 1 7 Vo l t s : 12 0 / 2 0 8 W y e A.I.C. Rating:42K Br a n c h P a n e l : 2 L 4 2L1 2L32L2 2L4GENERAL NOTES:A. ALL WIRE SIZES INDICATED ARE MINIMUM SIZES. WIRE SIZE SHALL BE UPSIZED AS REQUIRED FOR VOLTAGE DROP AND AS NOTED ON DRAWINGS.B. SOME WIRE SIZES MAY BE INDICATED ON THE POWER RISER DIAGRAM.C. DOOR-IN-DOOR CONTINUOUS HINGED FRAME CONSTRUCTION FOR ALL PANEL BOARDS.No. Date Description No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 4 7 : 5 0 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E608ELECTRICALSCHEDULESDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1. D O U B L E L U G G E D . 2. P R O V I D E E X T E R N A L ' S P D ' . No t e s : To t a l E s t . D e m a n d : 55 A To t a l C o n n . : 55 A To t a l E s t . D e m a n d : 19 6 8 0 V A Po w e r 1 5 0 0 0 V A 1 0 0 . 0 0 % 1 5 0 0 0 V A To t a l C o n n . L o a d : 19 6 8 0 V A Re c e p t a c l e 4 6 8 0 V A 1 0 0 . 0 0 % 4 6 8 0 V A Lo a d C l a s s i f i c a t i o n C o n n e c t ed L o a d D e m a n d F a c t o r E s t i ma t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 59 A 5 6 A 5 0 A To t a l L o a d : 70 2 0 V A 6 6 6 0 V A 6 0 0 0 V A 41 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 2 39 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 0 37 S P A R E 2 0 A 1 0 V A 7 2 0 V A 1 2 0 A R E C E P T S . ( R M . 3 3 5 ) 1 2 3 8 35 0 V A 5 0 0 V A 1 2 0 A T E M P E R A T U R E C O N T R O L S ( R M . 3 3 3 ) 1 2 3 6 33 0 V A 1 0 8 0 . . . 1 2 0 A R E C E P T S . ( R M S . 3 3 7 , 3 4 0 ) 1 2 3 4 31 8 S P D 4 0 A 3 0 V A 1 0 8 0 . . . 1 2 0 A R E C E P T S . ( R M S . 3 3 9 , 3 4 2 ) 1 2 3 2 29 1 2 A C C E S S C O N T R O L ( R M . 3 3 3 ) 2 0 A 1 1 0 0 0 . . . 5 0 0 V A 1 2 0 A F U R N I T U R E ( R M . 3 5 0 ) 1 2 3 0 27 1 2 R E C E P T S . ( R M S . 3 3 8 , 3 4 1 ) 2 0 A 1 1 0 8 0 . . . 5 0 0 V A 1 2 0 A F U R N I T U R E ( R M . 3 5 0 ) 1 2 2 8 25 1 2 R E C E P T S . ( R M . 3 3 6 ) 2 0 A 1 7 2 0 V A 5 0 0 V A 1 2 0 A F U R N I T U R E ( R M . 3 5 0 ) 1 2 2 6 23 1 2 F U R N I T U R E ( R M . 3 5 0 ) 2 0 A 1 5 0 0 V A 5 0 0 V A 1 2 0 A F U R N I T U R E ( R M . 3 5 0 ) 1 2 2 4 21 1 2 F U R N I T U R E ( R M . 3 5 0 ) 2 0 A 1 5 0 0 V A 5 0 0 V A 1 2 0 A F U R N I T U R E ( R M . 3 5 0 ) 1 2 2 2 19 1 2 F U R N I T U R E ( R M . 3 5 0 ) 2 0 A 1 5 0 0 V A 5 0 0 V A 1 2 0 A F U R N I T U R E ( R M . 3 5 0 ) 1 2 2 0 17 1 2 F U R N I T U R E ( R M . 3 5 0 ) 2 0 A 1 5 0 0 V A 5 0 0 V A 1 2 0 A F U R N I T U R E ( R M . 3 5 0 ) 1 2 1 8 15 1 2 F U R N I T U R E ( R M . 3 5 0 ) 2 0 A 1 5 0 0 V A 5 0 0 V A 1 2 0 A F U R N I T U R E ( R M . 3 5 0 ) 1 2 1 6 13 1 2 F U R N I T U R E ( R M . 3 5 0 ) 2 0 A 1 5 0 0 V A 5 0 0 V A 1 2 0 A F U R N I T U R E ( R M . 3 5 0 ) 1 2 1 4 11 1 2 F U R N I T U R E ( R M . 3 5 0 ) 2 0 A 1 5 0 0 V A 5 0 0 V A 1 2 0 A F U R N I T U R E ( R M . 3 3 4 ) 1 2 1 2 9 1 2 F U R N I T U R E ( R M . 3 5 0 ) 2 0 A 1 5 0 0 V A 5 0 0 V A 1 2 0 A F U R N I T U R E ( R M . 3 3 4 ) 1 2 1 0 7 1 2 F U R N I T U R E ( R M . 3 5 0 ) 2 0 A 1 5 0 0 V A 5 0 0 V A 1 2 0 A F U R N I T U R E ( R M . 3 3 4 ) 1 2 8 5 1 2 F U R N I T U R E ( R M . 3 5 0 ) 2 0 A 1 5 0 0 V A 5 0 0 V A 1 2 0 A F U R N I T U R E ( R M . 3 3 4 ) 1 2 6 3 1 2 F U R N I T U R E ( R M . 3 5 0 ) 2 0 A 1 5 0 0 V A 5 0 0 V A 1 2 0 A F U R N I T U R E ( R M . 3 3 4 ) 1 2 4 1 1 2 F U R N I T U R E ( R M . 3 5 0 ) 2 0 A 1 5 0 0 V A 5 0 0 V A 1 2 0 A F U R N I T U R E ( R M . 3 3 4 ) 1 2 2 CK T Wi r e Si z e Ci r c u i t D e s c r i p t i o n T r i p P o l e s A B C Po l e s T r i p C i r c u it D e s c r i p t i o n Wi r e Si z e CK T No t e s : En c l o s u r e : NE M A - 1 MC B R a t i n g : 22 5 A Mo u n t i n g : Su r f a c e Wi r e s : 4 Ma i n s R a t i n g : 22 5 A Su p p l y F r o m : BL D P 1 Ph a s e s : 3 Ma i n s T y p e : ML O Lo c a t i o n : IT / E l e c 3 3 3 Vo l t s : 12 0 / 2 0 8 W y e A. I . C . R a t i n g : 42 K Br a n c h P a n e l : 3 L 1 1. D O U B L E L U G G E D . No t e s : Total Est. Demand:67 A Li g h t i n g 8 0 V A 1 0 0 . 0 0 % 8 0 V A Total Conn.:67 A Po w e r 1 3 0 0 0 V A 1 0 0 . 0 0 % 1 3 0 0 0 V A Total Est. Demand:23960 VA Re c e p t a c l e 1 0 0 8 0 V A 9 9 . 6 0 % 1 0 0 4 0 V A Total Conn. Load:24000 VA Ot h e r 8 4 0 V A 1 0 0 . 0 0 % 8 4 0 V A Lo a d C l a s s i f i c a t i o n C o n n e c t ed L o a d D e m a n d F a c t o r E s t i mated Demand Panel Totals Le g e n d : To t a l A m p s : 67 A 6 9 A 6 5 A To t a l L o a d : 80 0 0 V A 8 2 6 0 V A 7 7 4 0 V A 41 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 2 39 1 2 F I R E A L A R M N A C P A N E L 2 0 A 1 5 0 0 V A 4 0 V A 1 2 0 A L I G H T I N G ( R M . 3 1 3 ) 1 2 4 0 37 1 2 F U R N I T U R E ( R M . 3 5 0 ) 2 0 A 1 5 0 0 V A 4 0 V A 1 2 0 A L I G H T I N G ( R M . 3 1 2 ) 1 2 3 8 35 1 2 R E C E P T A C L E S ( R M . 3 0 1 , 3 5 0 ) 2 0 A 1 5 4 0 V A 5 0 0 V A 1 2 0 A F U R N I T U R E ( R M . 3 5 0 ) 1 2 3 6 33 1 2 R E C E P T A C L E S ( R M . 3 1 1 , 3 1 2 , 3 1 3 , 3 1 4 ) 2 0 A 1 7 2 0 V A 5 0 0 V A 1 2 0 A F U R N I T U R E ( R M . 3 5 0 ) 1 2 3 4 31 1 2 R E C E P T A C L E S ( R M . 3 0 2 ) 2 0 A 1 3 6 0 V A 1 0 8 0 . . . 1 2 0 A R E C E P T A C L E S ( R M . 3 1 5 , 3 2 0 ) 1 2 3 2 29 1 2 R E C E P T A C L E S ( R M . 3 1 5 , 3 2 1 ) 2 0 A 1 7 2 0 V A 1 0 0 0 . . . 1 2 0 A A C C E S S C O N T R O L ( R M . S T R 2 ) 1 2 3 0 27 1 2 T F - 6 2 0 A 1 8 4 0 V A 5 0 0 V A 1 2 0 A T E M P E R A T U R E C O N T R O L S ( R M . 3 0 3 ) 1 2 2 8 25 1 2 T E M P E R A T U R E C O N T R O L S ( R M . 3 0 2 ) 2 0 A 1 5 0 0 V A 5 4 0 V A 1 2 0 A R E C E P T A C L E S ( R M S . 3 0 2 ) 1 2 2 6 23 1 2 R E C E P T A C L E S ( R M . 3 5 0 ) 2 0 A 1 5 4 0 V A 1 4 4 0 . . . 1 2 0 A R E C E P T A C L E S ( R M S . 3 0 7 , 3 0 8 , 3 0 9 , . . . 1 2 2 4 21 1 2 R E C E P T A C L E S ( R M S . 3 0 3 , 3 0 4 , 3 0 5 ) 2 0 A 1 1 0 8 0 . . . 1 0 8 0 . . . 1 2 0 A R E C E P T A C L E S ( R M S . 3 1 8 ) 1 2 2 2 19 1 2 R E C E P T A C L E S ( R M S . 3 0 3 , 3 0 6 ) 2 0 A 1 7 2 0 V A 1 2 6 0 . . . 1 2 0 A R E C E P T A C L E S ( R M S . 3 1 5 , 3 1 6 , 3 1 7 ) 1 2 2 0 17 1 2 F U R N I T U R E ( R M . 3 0 3 ) 2 0 A 1 5 0 0 V A 5 0 0 V A 1 2 0 A F U R N I T U R E ( R M . 3 0 3 ) 1 2 1 8 15 1 2 F U R N I T U R E ( R M . 3 0 3 ) 2 0 A 1 5 0 0 V A 5 0 0 V A 1 2 0 A F U R N I T U R E ( R M . 3 0 3 ) 1 2 1 6 13 1 2 F U R N I T U R E ( R M . 3 0 3 ) 2 0 A 1 5 0 0 V A 5 0 0 V A 1 2 0 A F U R N I T U R E ( R M . 3 0 3 ) 1 2 1 4 11 1 2 F U R N I T U R E ( R M . 3 5 0 ) 2 0 A 1 5 0 0 V A 5 0 0 V A 1 2 0 A F U R N I T U R E ( R M . 3 0 3 ) 1 2 1 2 9 1 2 F U R N I T U R E ( R M . 3 5 0 ) 2 0 A 1 5 0 0 V A 5 0 0 V A 1 2 0 A F U R N I T U R E ( R M . 3 0 3 ) 1 2 1 0 7 1 2 F U R N I T U R E ( R M . 3 5 0 ) 2 0 A 1 5 0 0 V A 5 0 0 V A 1 2 0 A F U R N I T U R E ( R M . 3 0 3 ) 1 2 8 5 1 2 F U R N I T U R E ( R M . 3 5 0 ) 2 0 A 1 5 0 0 V A 5 0 0 V A 1 2 0 A F U R N I T U R E ( R M . 3 5 0 ) 1 2 6 3 1 2 F U R N I T U R E ( R M . 3 5 0 ) 2 0 A 1 5 0 0 V A 5 0 0 V A 1 2 0 A F U R N I T U R E ( R M . 3 5 0 ) 1 2 4 1 1 2 F U R N I T U R E ( R M . 3 5 0 ) 2 0 A 1 5 0 0 V A 5 0 0 V A 1 2 0 A F U R N I T U R E ( R M . 3 5 0 ) 1 2 2 CK T Wi r e Si z e Ci r c u i t D e s c r i p t i o n T r i p P o l e s A B C Poles Trip Circu it DescriptionWireSize CKT No t e s : En c l o s u r e : NE M A - 1 MCB Rating:225 A Mo u n t i n g : Su r f a c e Wi r e s : 4 Mains Rating:225 A Su p p l y F r o m : BL D P 2 Ph a s e s : 3 Mains Type:MLO Lo c a t i o n : ID F 3 1 1 Vo l t s : 12 0 / 2 0 8 W y e A.I.C. Rating:42K Br a n c h P a n e l : 3 L 2 No t e s : To t a l E s t . D e m a n d : 39 A To t a l C o n n . : 42 A Po w e r 2 0 0 0 V A 1 0 0 . 0 0 % 2 0 0 0 V A To t a l E s t . D e m a n d : 14 1 9 0 V A Re c e p t a c l e 1 1 7 0 0 V A 9 2 . 7 4 % 1 0 8 5 0 V A To t a l C o n n . L o a d : 15 0 4 0 V A Ot h e r 1 3 4 0 V A 1 0 0 . 0 0 % 1 3 4 0 V A Lo a d C l a s s i f i c a t i o n C o n n e c t ed L o a d D e m a n d F a c t o r E s t i ma t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 52 A 4 6 A 3 1 A To t a l L o a d : 60 2 0 V A 5 3 2 0 V A 3 7 0 0 V A 41 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 2 39 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 0 37 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 8 35 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 6 33 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 4 31 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 2 29 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 0 27 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 8 25 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 6 23 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 4 21 R E C E P T A C L E S ( R M . 3 4 8 , 3 4 9 ) 2 0 A 1 7 2 0 V A 5 0 0 V A 1 2 0 A D D C C O N T R O L P A N E L 2 2 19 T F - 7 2 0 A 1 8 4 0 V A 5 0 0 V A 1 2 0 A T E M P E R A T U R E C O N T R O L S ( R M . 3 5 0 ) 2 0 17 T E M P E R A T U R E C O N T R O L S ( R M . 3 0 2 ) 2 0 A 1 5 0 0 V A 50 0 V A 1 2 0 A T E M P E R A T U R E C O N T R O L S ( R M . 3 5 0 ) 1 8 15 T E M P E R A T U R E C O N T R O L S ( R M . 3 0 2 ) 2 0 A 1 5 0 0 V A 5 4 0 V A 1 2 0 A R E C E P T A C L E S ( R M 3 1 5 ) 1 6 13 R E C E P T A C L E S ( R M S . 3 3 0 , 3 3 1 , 3 3 2 , . . . 2 0 A 1 1 0 8 0 . . . 7 2 0 V A 1 2 0 A R E C E P T A C L E S ( R M 3 2 6 ) 1 4 11 R E C E P T A C L E ( C O N N E C T O R R O O F ) 2 0 A 1 1 8 0 V A 1 0 8 0 . . . 1 2 0 A R E C E P T A C L E S ( R M S . 3 4 3 , 3 4 5 ) 1 2 9 R E F R I G E R A T O R ( R M . 3 2 9 ) 2 0 A 1 1 8 0 V A 1 0 8 0 . . . 1 2 0 A R E C E P T A C L E S ( R M S . 3 4 4 , 3 4 6 ) 1 0 7 R E F R I G E R A T O R ( R M . 3 2 9 ) 2 0 A 1 1 8 0 V A 5 4 0 V A 1 2 0 A R E C E P T A C L E S ( R M . 3 5 0 ) 8 5 R E C E P T A C L E S ( R M . 3 0 2 , 3 2 6 , 3 2 7 ) 2 0 A 1 3 6 0 V A 1 0 8 0 . . . 1 2 0 A R E C E P T A C L E S ( R M S . 3 4 9 , 3 5 0 ) 6 3 R E C E P T A C L E S ( R M S . 3 2 9 ) 2 0 A 1 9 0 0 V A 9 0 0 V A 1 2 0 A R E C E P T A C L E S ( R M S . 3 4 7 , 3 4 8 ) 4 1 R E C E P T A C L E S ( R M S . 3 2 0 , 3 2 2 , 3 2 4 , . . . 2 0 A 1 9 0 0 V A 1 2 6 0 . . . 1 2 0 A R E C E P T A C L E S ( R M S . 3 2 1 , 3 2 3 , 3 2 5 , 3 2 7 ) 2 CK T C i r c u i t D e s c r i p t i o n T r i p P o l e s A B C Po l e s T r i p C i r c u i t D e s c r i p t i o n C K T No t e s : En c l o s u r e : NE M A - 1 MC B R a t i n g : ML O Mo u n t i n g : Su r f a c e Wi r e s : 4 Ma i n s R a t i n g : 22 5 A Su p p l y F r o m : BL D P 1 Ph a s e s : 3 Ma i n s T y p e : ML O Lo c a t i o n : IT / E l e c 3 3 3 Vo l t s : 12 0 / 2 0 8 W y e A. I . C . R a t i n g : 42 K Br a n c h P a n e l : 3 L 3 1. P R O V I D E E X T E R N A L ' S P D ' . No t e s : Total Est. Demand:80 A Po w e r 1 5 0 0 V A 1 0 0 . 0 0 % 1 5 0 0 V A Total Conn.:80 A Re c e p t a c l e 2 8 8 0 V A 1 0 0 . 0 0 % 2 8 8 0 V A Total Est. Demand:28680 VA Ot h e r 2 5 0 0 V A 1 0 0 . 0 0 % 2 5 0 0 V A Total Conn. Load:28680 VA HV A C 2 1 8 0 0 V A 1 0 0 . 0 0 % 2 1 8 0 0 V A Lo a d C l a s s i f i c a t i o n C o n n e c t ed L o a d D e m a n d F a c t o r E s t i mated Demand Panel Totals Le g e n d : To t a l A m p s : 97 A 6 0 A 9 0 A To t a l L o a d : 11 1 3 0 V A 7 2 1 0 V A 1 0 3 4 0 V A 41 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 2 39 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 0 37 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 8 35 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 6 33 0 V A 0 V A 1 2 0 A S P A R E 3 4 31 0 V A 0 V A 1 2 0 A S P A R E 3 2 29 SP D 4 0 A 3 0 V A 0 V A 1 2 0 A S P A R E 3 0 27 E L E V A T O R E X H A U S T / H E A T 2 0 A 1 5 0 0 V A 0 V A 1 2 0 A S P A R E 2 8 25 E L E V A T O R L I G H T I N G 2 0 A 1 5 0 0 V A 5 0 0 V A 1 2 0 A D D C C O N T R O L P A N E L 2 6 23 D D C C O N T R O L P A N E L 2 0 A 1 5 0 0 V A 5 0 0 V A 1 2 0 A D D C C O N T R O L P A N E L 2 4 21 D D C C O N T R O L P A N E L 2 0 A 1 5 0 0 V A 0 V A 1 2 0 A T E M P E R A T U R E C O N T R O L S ( R M . 4 0 1 ) 2 2 19 D D C C O N T R O L P A N E L 2 0 A 1 5 0 0 V A 0 V A 1 2 0 A T E M P E R A T U R E C O N T R O L S ( R M . 4 0 1 ) 2 0 17 R E C E P T A C L E S ( E L E V A T O R ) 2 0 A 1 9 0 0 V A 1 2 6 0 . . . 1 2 0 A R E C E P T A C L E ( R O O F ) 1 8 15 R E C E P T A C L E S ( R M . 4 0 1 ) 2 0 A 1 5 4 0 V A 1 8 0 V A 1 2 0 A R E C E P T A C L E ( R M . 4 0 1 ) 1 6 13 E F - 7 3 0 A 1 2 4 0 0 . . . 5 0 0 V A 1 2 0 A A C C E S S C O N T R O L ( R M . S T R 1 ) 1 4 11 E F - 5 2 0 A 1 1 9 2 0 . . . 1 1 8 0 . . . 1 2 0 A E F - 8 1 2 9 E F - 4 2 0 A 1 1 1 8 0 . . . 1 6 6 0 . . . 1 2 0 A E F - 6 1 0 7 13 8 0 . . . 2 7 0 0 . . . 8 5 CU - B - 2 2 0 A 2 13 8 0 . . . 2 7 0 0 . . . 2 35 A CU-1-2 6 3 16 3 0 . . . 1 0 2 0 . . . 4 1 CU - B - 1 2 0 A 2 16 3 0 . . . 1 0 2 0 . . . 2 20 A CU-2-1 2 CK T C i r c u i t D e s c r i p t i o n T r i p P o l e s A B C Poles Trip Circuit Description CKT No t e s : En c l o s u r e : NE M A - 1 MCB Rating:150 Mo u n t i n g : Su r f a c e Wi r e s : 4 Mains Rating:225 A Su p p l y F r o m : BL D P 1 Ph a s e s : 3 Mains Type:CB Lo c a t i o n : Sh e l l S p a c e 4 0 1 Vo l t s : 12 0 / 2 0 8 W y e A.I.C. Rating:42K Br a n c h P a n e l : 4 L 4 3L1 3L33L2 4L4GENERAL NOTES:A. ALL WIRE SIZES INDICATED ARE MINIMUM SIZES. WIRE SIZE SHALL BE UPSIZED AS REQUIRED FOR VOLTAGE DROP AND AS NOTED ON DRAWINGS.B. SOME WIRE SIZES MAY BE INDICATED ON THE POWER RISER DIAGRAM.C. DOOR-IN-DOOR CONTINUOUS HINGED FRAME CONSTRUCTION FOR ALL PANEL BOARDS.No. Date Description No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 4 7 : 5 7 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E609ELECTRICALSCHEDULESDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1. F E E D T H R U L U G S . 2. P R O V I D E M I C A R D A S I G N O N F A C E W I T H 1 - 1 / 2 " L E T T E R S , " U P S P O W E R - D O N N O T A D D C I R C U I T S T O T H I S P A N E L " . No t e s : Total Est. Demand:6 ATotal Conn.:6 ATotal Est. Demand:2160 VATotal Conn. Load:2160 VA Re c e p t a c l e 2 1 6 0 V A 1 0 0 . 0 0 % 2 1 6 0 V A Lo a d C l a s s i f i c a t i o n C o n n e c t ed L o a d D e m a n d F a c t o r E s t i m a t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 6 A 6 A 6 A To t a l L o a d : 72 0 V A 7 2 0 V A 7 2 0 V A 23 S P A C E - - - - 0 V A 0 V A - - - - S P A C E 2 4 21 S P A C E - - - - 0 V A 0 V A - - - - S P A C E 2 2 19 S P A C E - - - - 0 V A 0 V A - - - - S P A C E 2 0 17 S P A C E - - - - 0 V A 0 V A - - - - S P A C E 1 8 15 S P A C E - - - - 0 V A 0 V A - - - - S P A C E 1 6 13 S P A C E - - - - 0 V A 0 V A - - - - S P A C E 1 4 11 1 2 T E L E P H O N E B A C K B O A R D ( R M . 3 3 3 ) 2 0 A 1 3 6 0 V A 0 V A 1 2 0 A S P A R E 1 2 9 1 2 T E L E P H O N E B A C K B O A R D ( R M . 3 3 3 ) 2 0 A 1 3 6 0 V A 0 V A 1 2 0 A S P A R E 1 0 7 1 2 T E L E P H O N E B A C K B O A R D ( R M . 2 2 2 ) 2 0 A 1 3 6 0 V A 0 V A 1 2 0 A S P A R E 8 5 1 2 T E L E P H O N E B A C K B O A R D ( R M . 2 2 2 ) 2 0 A 1 3 6 0 V A 0 V A 1 2 0 A S P A R E 6 3 1 2 T E L E P H O N E B A C K B O A R D ( R M . 1 1 5 ) 2 0 A 1 3 6 0 V A 0 V A 1 2 0 A S P A R E 4 1 1 2 T E L E P H O N E B A C K B O A R D ( R M . 1 1 5 ) 2 0 A 1 3 6 0 V A 0 V A 1 2 0 A S P A R E 2 CK T Wi r e Si z e Ci r c u i t D e s c r i p t i o n T r i p P o l e s A B C Poles Trip Circu it DescriptionWireSize CKT No t e s : En c l o s u r e : NE M A - 1 MCB Rating:100 A Mo u n t i n g : Su r f a c e Wi r e s : 4 Mains Rating:60 A Su p p l y F r o m : BX U L 1 Ph a s e s : 3 Mains Type:MLO Lo c a t i o n : IT / E l e c 2 2 2 Vo l t s : 12 0 / 2 0 8 W y e A.I.C. Rating:42K Br a n c h P a n e l : 2 X U L 1 1. F E E D T H R U L U G S . 2. P R O V I D E M I C A R D A S I G N O N F A C E W I T H 1 - 1 / 2 " L E T T E R S , " U P S P O W E R - D O N N O T A D D C I R C U I T S T O T H I S P A N E L " . No t e s : Total Est. Demand:8 ATotal Conn.:8 ATotal Est. Demand:2880 VATotal Conn. Load:2880 VA Re c e p t a c l e 2 8 8 0 V A 1 0 0 . 0 0 % 2 8 8 0 V A Lo a d C l a s s i f i c a t i o n C o n n e c t ed L o a d D e m a n d F a c t o r E s t i m a t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 9 A 9 A 6 A To t a l L o a d : 10 8 0 V A 1 0 8 0 V A 7 2 0 V A 23 S P A C E - - - - 0 V A 0 V A - - - - S P A C E 2 4 21 S P A C E - - - - 0 V A 0 V A - - - - S P A C E 2 2 19 S P A C E - - - - 0 V A 0 V A - - - - S P A C E 2 0 17 S P A C E - - - - 0 V A 0 V A - - - - S P A C E 1 8 15 1 2 T E L E P H O N E B A C K B O A R D ( R M 3 1 1 ) 2 0 A 1 3 6 0 V A 0 V A - - - - S P A C E 1 6 13 1 2 T E L E P H O N E B A C K B O A R D ( R M 3 1 1 ) 2 0 A 1 3 6 0 V A 0 V A - - - - S P A C E 1 4 11 1 2 T E L E P H O N E B A C K B O A R D ( R M 2 1 2 ) 2 0 A 1 3 6 0 V A 0 V A - - - - S P A C E 1 2 9 1 2 T E L E P H O N E B A C K B O A R D ( R M 2 1 2 ) 2 0 A 1 3 6 0 V A 0 V A 1 2 0 A S P A R E 1 0 7 1 2 T E L E P H O N E B A C K B O A R D ( R M 1 0 9 ) 2 0 A 1 3 6 0 V A 0 V A 1 2 0 A S P A R E 8 5 1 2 T E L E P H O N E B A C K B O A R D ( R M 1 0 9 ) 2 0 A 1 3 6 0 V A 0 V A 1 2 0 A S P A R E 6 3 1 2 T E L E P H O N E B A C K B O A R D ( R M 0 1 3 ) 2 0 A 1 3 6 0 V A 0 V A 1 2 0 A S P A R E 4 1 1 2 T E L E P H O N E B A C K B O A R D ( R M 0 1 3 ) 2 0 A 1 3 6 0 V A 0 V A 1 2 0 A S P A R E 2 CK T Wi r e Si z e Ci r c u i t D e s c r i p t i o n T r i p P o l e s A B C Poles Trip Circu it DescriptionWireSize CKT No t e s : En c l o s u r e : NE M A - 1 MCB Rating:100 A Mo u n t i n g : Su r f a c e Wi r e s : 4 Mains Rating:60 A Su p p l y F r o m : BX U L 1 Ph a s e s : 3 Mains Type:MLO Lo c a t i o n : ID F 2 1 2 Vo l t s : 12 0 / 2 0 8 W y e A.I.C. Rating:42K Br a n c h P a n e l : 2 X U L 2 BXUL2 ---2XUL1 2XUL2GENERAL NOTES:A. ALL WIRE SIZES INDICATED ARE MINIMUM SIZES. WIRE SIZE SHALL BE UPSIZED AS REQUIRED FOR VOLTAGE DROP AND AS NOTED ON DRAWINGS.B. SOME WIRE SIZES MAY BE INDICATED ON THE POWER RISER DIAGRAM.C. DOOR-IN-DOOR CONTINUOUS HINGED FRAME CONSTRUCTION FOR ALL PANEL BOARDS. No t e s : To t a l E s t . D e m a n d : 51 A To t a l C o n n . : 51 A To t a l E s t . D e m a n d : 18 3 2 0 V A To t a l C o n n . L o a d : 18 3 2 0 V A Po w e r 1 8 3 2 0 V A 1 0 0 . 0 0 % 1 8 3 2 0 V A Lo a d C l a s s i f i c a t i o n C o n n e c t ed L o a d D e m a n d F a c t o r E s t i ma t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 54 A 5 4 A 4 7 A To t a l L o a d : 63 4 0 V A 6 3 4 0 V A 5 6 4 0 V A 23 S P A R E 2 0 A 1 0 V A 0 V A - - - - S P A C E 2 4 21 S P A R E 2 0 A 1 0 V A 0 V A - - - - S P A C E 2 2 19 S P A R E 2 0 A 1 0 V A 0 V A - - - - S P A C E 2 0 17 S P A R E 2 0 A 1 0 V A 0 V A - - - - S P A C E 1 8 15 S P A R E 2 0 A 1 0 V A 0 V A - - - - S P A C E 1 6 13 S P A R E 2 0 A 1 0 V A 0 V A - - - - S P A C E 1 4 11 1 2 I T E M F 3 ( P R O - J E T 5 5 0 0 ) 2 0 A 1 1 8 0 0 . . . 0 V A 1 2 0 A S P A R E 1 2 9 25 0 0 . . . 0 V A 1 2 0 A S P A R E 1 0 7 12 I T E M F 4 ( P R O - J E T 8 0 0 0 ) 2 0 A 2 25 0 0 . . . 0 V A 1 2 0 A S P A R E 8 5 19 2 0 . . . 1 9 2 0 . . . 6 3 19 2 0 . . . 1 9 2 0 . . . 4 1 12 I T E M F 1 ( P R O - J E T 3 5 0 0 ) 2 0 A 3 19 2 0 . . . 1 9 2 0 . . . 3 2 0 A I T E M F 2 ( P R O - J E T 3 5 0 0 ) 1 0 2 CK T Wi r e Si z e Ci r c u i t D e s c r i p t i o n T r i p P o l e s A B C Po l e s T r i p C i r c u it D e s c r i p t i o n Wi r e Si z e CK T No t e s : En c l o s u r e : NE M A - 1 MC B R a t i n g : 10 0 A Mo u n t i n g : Re c e s s e d Wi r e s : 4 Ma i n s R a t i n g : 10 0 A Su p p l y F r o m : BX U L 1 Ph a s e s : 3 Ma i n s T y p e : CB Lo c a t i o n : 3D P r i n t i n g 0 1 9 Vo l t s : 12 0 / 2 0 8 W y e A. I . C . R a t i n g : 42 K Br a n c h P a n e l : B X U L 2 No. Date Description No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 4 8 : 0 1 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E610ELECTRICALSCHEDULESDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1. P R O V I D E E X T E R N A L ' S P D ' . No t e s : To t a l E s t . D e m a n d : 11 6 A Li g h t i n g 5 9 2 5 V A 1 0 0 . 0 0 % 5 9 2 5 V A To t a l C o n n . : 11 6 A Sp a r e 3 8 8 1 2 V A 1 0 0 . 0 0 % 3 8 8 1 2 V A To t a l E s t . D e m a n d : 96 7 7 7 V A Ot h e r 4 9 0 2 4 V A 1 0 0 . 0 0 % 4 9 0 2 4 V A To t a l C o n n . L o a d : 96 7 7 7 V A HV A C 3 0 1 6 V A 1 0 0 . 0 0 % 3 0 1 6 V A Lo a d C l a s s i f i c a t i o n C o n n e c t ed L o a d D e m a n d F a c t o r E s t i ma t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 13 7 A 1 3 0 A 9 2 A To t a l L o a d : 36 6 4 7 V A 3 4 5 6 7 V A 2 5 5 6 1 V A 41 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 2 39 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 0 37 S P A R E 2 0 A 1 0 V A 0 V A 38 35 S P A R E 2 0 A 1 0 V A 0 V A 36 33 S P A R E 2 0 A 1 0 V A 0 V A 3 4 0 A S P D 8 34 31 S P A R E 2 0 A 1 0 V A 6 7 0 0 . . . 32 29 1 2 L I G H T I N G ( U P P E R E X T E R I O R . . . 2 0 A 1 4 5 0 V A 6 7 0 0 . . . 30 27 1 2 T I M E C L O C K A N D L I G H T I N G . . . 2 0 A 1 0 V A 6 7 0 0 . . . 3 4 0 A L A B C H I L L E R ( A C H - 1 ) 8 28 25 1 2 S O U T H P A R K I N G B O L L A R D S 2 0 A 1 0 V A 0 V A 1 2 0 A P A R K I N G L O T L I G H T I N G ( E ) & . . . 1 2 2 6 23 1 2 P A R K I N G L O T L I G H T I N G ( E ) 0 A 1 2 8 6 0 . . . 2 2 V A 1 2 0 A P A R K I N G L O T S I G N A G E 1 2 2 4 21 1 2 P A R K I N G L O T L I G H T I N G ( S . C . ) 2 0 A 1 2 8 6 0 . . . 2 8 6 0 . . . 1 2 0 A P A R K I N G L O T L I G H T I N G ( S . E . ) 1 2 2 2 19 1 2 L I G H T I N G ( E X T E R I O R C A N O P Y E A S T ) 2 0 A 1 6 5 0 V A 2 8 6 0 . . . 1 2 0 A P A R K I N G L O T L I G H T I N G ( S . W . ) 1 2 2 0 17 22 0 0 . . . 4 8 0 V A 1 2 0 A L I G H T I N G ( R M . S T R 1 ) 1 2 1 8 15 22 0 0 . . . 2 6 1 4 . . . 1 2 0 A L I G H T I N G ( R M S . 0 2 3 - 0 2 9 ) 1 2 1 6 13 12 I T E M J 2 ( L A B V I B R A T I O N T E S T E R ) 2 0 A 3 22 0 0 . . . 2 4 0 4 . . . 1 2 0 A L I G H T I N G ( R M S . 0 0 1 - 0 0 7 , 0 2 0 , 0 3 1 - 0 3 3 ) 1 2 1 4 11 21 6 7 . . . 3 0 1 6 . . . 1 2 0 A E U H - 1 ( R M . 0 3 1 ) 1 2 1 2 9 21 6 7 . . . 1 5 0 0 . . . 1 2 0 A T B - B - 1 6 1 2 1 0 7 10 T B - B - 9 3 0 A 3 21 6 7 . . . 6 0 0 0 . . . 1 3 0 A T B - B - 1 2 , T B - B - 1 3 1 0 8 5 21 6 7 . . . 5 5 0 0 . . . 1 3 0 A T B - B - 1 0 , T B - B - 1 1 , T B - B - 1 8 , T B - B - 1 9 1 0 6 3 21 6 7 . . . 1 1 5 0 0 . . . 1 2 0 A T B - B - 7 1 2 4 1 10 T B - B - 8 3 0 A 3 21 6 7 . . . 1 1 5 0 0 . . . 1 2 0 A T B - B - 6 1 2 2 CK T Wi r e Si z e Ci r c u i t D e s c r i p t i o n T r i p P o l e s A B C Po l e s T r i p C i r c u it D e s c r i p t i o n Wi r e Si z e CK T No t e s : En c l o s u r e : NE M A - 1 MC B R a t i n g : 40 0 A Mo u n t i n g : Su r f a c e Wi r e s : 4 Ma i n s R a t i n g : 40 0 A Su p p l y F r o m : HM D P Ph a s e s : 3 Ma i n s T y p e : CB Lo c a t i o n : El e c t r i c a l R o o m 0 3 0 Vo l t s : 48 0 / 2 7 7 W y e A. I . C . R a t i n g : 35 K Br a n c h P a n e l : B H 1 1. C I R C U I T T O ' T B F ' V I A C O N T A C T O R . No t e s : Li g h t i n g 4 5 8 7 V A 1 0 0 . 0 0 % 4 5 8 7 V A Total Est. Demand:96 A Sp a r e 3 0 0 2 0 V A 1 0 0 . 0 0 % 3 0 0 2 0 V A Total Conn.:96 A Ot h e r 4 0 0 1 1 V A 1 0 0 . 0 0 % 4 0 0 1 1 V A Total Est. Demand:79763 VA Li g h t i n g - I n t e r i o r 1 1 6 V A 1 2 5 . 0 0 % 1 4 5 V A Total Conn. Load:79734 VA HV A C 5 0 0 0 V A 1 0 0 . 0 0 % 5 0 0 0 V A Lo a d C l a s s i f i c a t i o n C on n e c t e d L o a d D e m a n d F a c t o r E s ti m a t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 96 A 1 0 1 A 9 2 A To t a l L o a d : 26 5 4 3 V A 2 7 8 0 2 V A 2 5 3 7 3 V A 41 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 2 39 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 0 37 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 8 35 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 6 33 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 4 31 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 2 29 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 0 27 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 8 25 1 2 L I G H T I N G ( R M . S T R 2 ) 2 0 A 1 5 8 0 V A 0 V A 1 2 0 A S P A R E 2 6 23 1 2 L I G H T I N G ( R M S . 0 0 8 - 0 1 6 ) 2 0 A 1 1 9 3 0 . . . 0 V A 1 2 0 A S P A R E 2 4 21 1 2 L T G ( R M S . 0 1 4 , 0 1 7 - 0 2 2 ) 2 0 A 1 2 1 8 8 . . . 0 V A 1 2 0 A S P A R E 2 2 19 10 6 3 0 . . . 0 V A 1 2 0 A S P A R E 2 0 17 91 1 0 . . . 0 V A 1 2 0 A S P A R E 1 8 15 TR A N S F O R M E R T B F , B L 5 1 2 5 A 3 10 2 8 0 . . . 0 V A 1 2 0 A S P A R E 1 6 13 1 0 T B - B - 1 4 3 0 A 1 5 0 0 0 . . . 0 V A 1 2 0 A L I G H T I N G C O N T A C T O R ( L C - 2 ) 1 2 1 4 11 30 0 0 . . . 5 0 0 0 . . . 1 3 0 A E U H - 2 ( R M 0 0 9 ) 1 0 1 2 9 30 0 0 . . . 6 0 0 0 . . . 1 3 0 A T B - B - 1 5 , T B - B - 1 7 1 0 1 0 7 12 T B - B - 5 2 0 A 3 30 0 0 . . . 1 0 0 0 . . . 1 3 0 A T B - B - 1 , T B - B - 2 1 0 8 5 40 0 0 . . . 2 3 3 3 . . . 6 3 40 0 0 . . . 2 3 3 3 . . . 4 1 10 T B - B - 3 3 0 A 3 40 0 0 . . . 2 3 3 3 . . . 3 20 A TB-B-4 122 CK T Wi r e Si z e Ci r c u i t D e s c r i p t i o n T r i p P o l e s A B C Poles Trip Circu it DescriptionWireSize CKT No t e s : En c l o s u r e : NE M A - 1 MCB Rating:400 A Mo u n t i n g : Su r f a c e Wi r e s : 4 Mains Rating:400 A Su p p l y F r o m : HM D P Ph a s e s : 3 Mains Type:CB Lo c a t i o n : Me c h a n i c a l 0 1 2 Vo l t s : 48 0 / 2 7 7 W y e A.I.C. Rating:35K Br a n c h P a n e l : B H 3 1. D O U B L E L U G G E D . 2. P R O V I D E 2 2 5 A S U B - F E E D B R E A K E R F O R T R A N S F O R M E R ' T C B ' A N D P A N E L ' B L 8 ' . No t e s : Total Est. Demand:248 A Po w e r 7 5 0 0 V A 1 0 0 . 0 0 % 7 5 0 0 V A Total Conn.:248 A Sp a r e 1 8 8 1 6 0 V A 1 0 0 . 0 0 % 1 8 8 1 6 0 V A Total Est. Demand:205866 VA Re c e p t a c l e 5 5 8 0 V A 1 0 0 . 0 0 % 5 5 8 0 V A Total Conn. Load:205866 VA HV A C 4 6 2 6 V A 1 0 0 . 0 0 % 4 6 2 6 V A Lo a d C l a s s i f i c a t i o n C on n e c t e d L o a d D e m a n d F a c t o r E s ti m a t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 17 1 A 1 5 9 A 1 6 8 A To t a l L o a d : 47 0 3 8 V A 4 4 0 3 0 V A 4 6 0 9 3 V A 41 S P A R E 2 0 A 1 0 V A 0 V A - - - - S P A C E 4 2 39 S P A R E 2 0 A 1 0 V A 0 V A - - - - S P A C E 4 0 37 41 1 2 . . . 0 V A - - - - S P A C E 3 8 35 61 8 3 . . . 1 2 0 0 0 . . . 36 33 12 T R A N S F O R M E R T B C , B L 8 , 1 L 4 2 2 5 A 3 41 2 0 . . . 1 2 0 0 0 . . . 34 31 1 2 E U H - 1 ( R m 0 2 2 ) 2 0 A 1 3 0 1 6 . . . 1 2 0 0 0 . . . 3 60 A ITEM A22 (EWH-2 ELECTRIC BOOSTER HEATER)632 29 48 0 V A 1 2 0 0 0 . . . 30 27 48 0 V A 1 2 0 0 0 . . . 28 25 12 I T E M A 6 ( L P - 2 H O T T A N K R E C I R . P U M P ) 2 0 A 3 48 0 V A 1 2 0 0 0 . . . 3 60 A ITEM A3 (EWH-1 ELECTRIC BOOSTER HEATER)626 23 48 0 V A 2 4 7 0 . . . 24 21 48 0 V A 2 4 7 0 . . . 22 19 12 IT E M A 5 ( L P - 1 C O L D T A N K R E C I R C . PU M P ) 20 A 3 48 0 V A 2 4 7 0 . . . 3 20 A ITEM A14 (LP-10 PUMP W/CONTROL) 1220 17 16 9 0 . . . 2 4 7 0 . . . 18 15 16 9 0 . . . 2 4 7 0 . . . 16 13 12 I T E M A 1 0 ( L P - 6 P U M P W / C O N T R O L ) 2 0 A 3 16 9 0 . . . 2 4 7 0 . . . 3 20 A ITEM A13 (LP-9 PUMP W/CONTROL) 1214 11 16 9 0 . . . 2 4 7 0 . . . 12 9 16 9 0 . . . 2 4 7 0 . . . 10 7 12 I T E M A 9 ( L P - 5 P U M P W / C O N T R O L ) 2 0 A 3 16 9 0 . . . 2 4 7 0 . . . 3 20 A ITEM A12 (LP-8 PUMP W/CONTROL) 128 5 16 9 0 . . . 2 4 7 0 . . . 6 3 16 9 0 . . . 2 4 7 0 . . . 4 1 12 I T E M A 8 ( L P - 4 P U M P W / C O N T R O L ) 2 0 A 3 16 9 0 . . . 2 4 7 0 . . . 3 20 A ITEM A11 (LP-7 PUMP W/CONTROL) 122 CK T Wi r e Si z e Ci r c u i t D e s c r i p t i o n T r i p P o l e s A B C Poles Trip Circu it DescriptionWireSize CKT No t e s : En c l o s u r e : NE M A - 1 MCB Rating:400 A Mo u n t i n g : Su r f a c e Wi r e s : 4 Mains Rating:400 A Su p p l y F r o m : HM D P Ph a s e s : 3 Mains Type:CB Lo c a t i o n : Me c h a n i c a l & S u p p l y 0 2 2 Vo l t s : 48 0 / 2 7 7 W y e A.I.C. Rating:35K Br a n c h P a n e l : B H 4 BH1 ---BH3 BH4GENERAL NOTES:A. ALL WIRE SIZES INDICATED ARE MINIMUM SIZES. WIRE SIZE SHALL BE UPSIZED AS REQUIRED FOR VOLTAGE DROP AND AS NOTED ON DRAWINGS.B. SOME WIRE SIZES MAY BE INDICATED ON THE POWER RISER DIAGRAM.C. DOOR-IN-DOOR CONTINUOUS HINGED FRAME CONSTRUCTION FOR ALL PANEL BOARDS.No. Date Description No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 4 8 : 0 6 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E611ELECTRICALSCHEDULESDelta Faucet Headquarters ExpansionD. JAMESAuthor10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1. F E E D T H R U L U G S . No t e s : To t a l E s t . D e m a n d : 73 A To t a l C o n n . : 73 A Li g h t i n g 4 9 2 0 V A 1 0 0 . 0 0 % 4 9 2 0 V A To t a l E s t . D e m a n d : 61 0 1 7 V A Ot h e r 5 5 9 0 2 V A 1 0 0 . 0 0 % 5 5 9 0 2 V A To t a l C o n n . L o a d : 60 9 7 8 V A Li g h t i n g - E x t e r i o r 1 5 6 V A 1 2 5 . 0 0 % 1 9 5 V A Lo a d C l a s s i f i c a t i o n C o n n e c t ed L o a d D e m a n d F a c t o r E s t i ma t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 79 A 6 9 A 7 3 A To t a l L o a d : 21 8 4 2 V A 1 9 0 9 3 V A 2 0 0 3 1 V A 41 S P A R E 3 0 A 1 0 V A 0 V A - - - - S P A C E 4 2 39 S P A R E 3 0 A 1 0 V A 0 V A - - - - S P A C E 4 0 37 S P A R E 2 0 A 1 0 V A 0 V A - - - - S P A C E 3 8 35 S P A R E 2 0 A 1 0 V A 0 V A - - - - S P A C E 3 6 33 S P A R E 2 0 A 1 0 V A 0 V A - - - - S P A C E 3 4 31 S P A R E 2 0 A 1 0 V A 0 V A - - - - S P A C E 3 2 29 S P A R E 2 0 A 1 0 V A 0 V A - - - - S P A C E 3 0 27 1 2 L I G H T I N G ( R M . 1 1 2 ) 2 0 A 1 2 4 1 4 . . . 0 V A - - - - S P A C E 2 8 25 1 2 L I G H T I N G ( R M . 1 1 2 ) 2 0 A 1 8 5 6 V A 0 V A - - - - S P A C E 2 6 23 1 2 L I G H T I N G ( R M . 1 0 3 ) 2 0 A 1 1 4 2 4 . . . 0 V A - - - - S P A C E 2 4 21 1 2 L I G H T I N G ( R M S . 1 0 1 , 1 0 2 , 1 0 4 , 1 1 4 - 1 1 8 ) 2 0 A 1 1 7 6 3 . . . 0 V A - - - - S P A C E 2 2 19 1 2 L I G H T I N G 2 0 A 1 1 7 9 V A 0 V A - - - - S P A C E 2 0 17 1 0 C U H - 2 ( R m 1 1 3 ) 3 0 A 1 4 8 0 0 . . . 0 V A - - - - S P A C E 1 8 15 1 2 C U H - 1 ( R m S T R 1 ) 2 0 A 1 3 0 0 0 . . . 0 V A - - - - S P A C E 1 6 13 1 0 T B - 1 - 7 3 0 A 1 5 5 0 0 . . . 1 4 0 V A 1 2 0 A L I G H T I N G ( E X T E R I O R C O L U M N S ) 1 2 1 4 11 1 0 T B - 1 - 6 3 0 A 1 5 5 0 0 . . . 1 4 0 V A 1 2 0 A L I G H T I N G ( E X T E R I O R C O L U M N S ) 1 2 1 2 9 1 0 T B - 1 - 4 3 0 A 1 4 5 0 0 . . . 2 5 0 V A 1 2 0 A L I G H T I N G ( R M . 1 0 4 ) 1 2 1 0 7 1 2 T B - 1 - 5 2 0 A 1 2 5 0 0 . . . 5 5 0 0 . . . 1 3 0 A T B - 1 - 1 3 1 0 8 5 26 6 7 . . . 5 5 0 0 . . . 1 3 0 A T B - 1 - 1 2 1 0 6 3 26 6 7 . . . 4 5 0 0 . . . 1 3 0 A T B - 1 - 1 1 1 0 4 1 12 T B - 1 - 1 4 2 0 A 3 26 6 7 . . . 4 5 0 0 . . . 1 3 0 A T B - 1 - 1 0 1 0 2 CK T W i r e S i z e C i r c u i t D e s c r i p t i o n T r i p P o le s A B C P o l e s T r i p C i r cu i t D e s c r i p t i o n Wi r e S i z e CK T No t e s : En c l o s u r e : NE M A - 1 MC B R a t i n g : 22 5 A Mo u n t i n g : Su r f a c e Wi r e s : 4 Ma i n s R a t i n g : 22 5 A Su p p l y F r o m : HM D P Ph a s e s : 3 Ma i n s T y p e : CB Lo c a t i o n : IT / E l e c 1 1 5 Vo l t s : 48 0 / 2 7 7 W y e A. I . C . R a t i n g : 35 K Br a n c h P a n e l : 1 H 1 1. F E E D T H R U L U G S . No t e s : Total Est. Demand:74 A Li g h t i n g 5 3 7 6 V A 1 0 0 . 0 0 % 5 3 7 6 V A Total Conn.:74 A Ot h e r 5 5 8 0 1 V A 1 0 0 . 0 0 % 5 5 8 0 1 V A Total Est. Demand:61483 VA Li g h t i n g - E x t e r i o r 5 3 V A 1 2 5 . 0 0 % 6 6 V A Total Conn. Load:61422 VA Li g h t i n g - I n t e r i o r 1 9 2 V A 1 2 5 . 0 0 % 2 4 0 V A Lo a d C l a s s i f i c a t i o n C on n e c t e d L o a d D e m a n d F a c t o r E s ti m a t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 94 A 6 7 A 6 2 A To t a l L o a d : 25 8 2 0 V A 1 8 3 7 8 V A 1 7 1 9 9 V A 41 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 2 39 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 0 37 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 8 35 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 6 33 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 4 31 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 2 29 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 0 27 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 8 25 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 6 23 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 4 21 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 2 19 1 2 L I G H T I N G ( R M . 1 1 2 ) 2 0 A 1 1 8 8 7 . . . 0 V A 1 2 0 A S P A R E 2 0 17 1 2 L I G H T I N G ( R M S . 1 0 4 , 1 0 6 - 1 0 9 ) 2 0 A 1 1 1 1 6 . . . 1 7 5 0 . . . 1 2 0 A L I G H T I N G ( R M . 1 1 2 ) 1 2 1 8 15 1 2 L I G H T I N G ( R M . 1 0 5 ) 2 0 A 1 1 5 5 8 . . . 1 1 8 6 . . . 1 2 0 A L I G H T I N G ( R M S . 1 0 4 , 1 1 0 , 1 1 1 ) 1 2 1 6 13 1 2 C U H - 2 ( R m 1 0 8 ) 2 0 A 1 4 8 0 0 . . . 4 8 0 0 . . . 1 2 0 A C U H - 2 ( R m 1 0 7 ) 1 2 1 4 11 1 0 T B - 1 - 8 3 0 A 1 6 0 0 0 . . . 3 0 0 0 . . . 1 2 0 A C U H - 1 ( R m S T R 2 ) 1 2 1 2 9 1 0 T B - 1 - 1 5 3 0 A 1 5 5 0 0 . . . 4 8 0 0 . . . 1 2 0 A C U H - 2 ( R m 1 1 1 ) 1 2 1 0 7 1 0 T B - 1 - 9 3 0 A 1 4 0 0 0 . . . 5 0 0 0 . . . 1 3 0 A T B - 1 - 1 1 0 8 5 26 6 7 . . . 2 6 6 7 . . . 6 3 26 6 7 . . . 2 6 6 7 . . . 4 1 12 T B - 1 - 2 2 0 A 3 26 6 7 . . . 2 6 6 7 . . . 3 2 0 A T B - 1 - 3 1 2 2 CK T W i r e S i z e C i r c u i t D e s c r i p t i o n T r i p P o le s A B C P o l e s T r i p C i r cuit DescriptionWire Size CKT No t e s : En c l o s u r e : NE M A - 1 MCB Rating:225 A Mo u n t i n g : Su r f a c e Wi r e s : 4 Mains Rating:225 A Su p p l y F r o m : HM D P Ph a s e s : 3 Mains Type:CB Lo c a t i o n : ID F 1 0 9 Vo l t s : 48 0 / 2 7 7 W y e A.I.C. Rating:35K Br a n c h P a n e l : 1 H 2 1. D O U B L E L U G G E D . No t e s : To t a l E s t . D e m a n d : 45 A Li g h t i n g 3 0 1 1 V A 1 0 0 . 0 0 % 3 0 1 1 V A To t a l C o n n . : 44 A Po w e r 0 V A 0 . 0 0 % 0 V A To t a l E s t . D e m a n d : 37 0 4 4 V A Ot h e r 3 3 1 0 3 V A 1 0 0 . 0 0 % 3 3 1 0 3 V A To t a l C o n n . L o a d : 36 8 5 8 V A Li g h t i n g - I n t e r i o r 7 4 4 V A 1 2 5 . 0 0 % 9 3 0 V A Lo a d C l a s s i f i c a t i o n C o n n e c t ed L o a d D e m a n d F a c t o r E s t i ma t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 58 A 3 2 A 4 7 A To t a l L o a d : 15 6 3 4 V A 8 8 6 9 V A 1 2 3 4 5 V A 41 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 2 39 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 0 37 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 8 35 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 6 33 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 4 31 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 2 29 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 0 27 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 8 25 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 6 23 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 4 21 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 2 19 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 0 17 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 1 8 15 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 1 6 13 1 2 2 N D F L R L T G - M E E T I N G R M 2 1 6 2 0 A 1 7 5 8 V A 0 V A 1 2 0 A S P A R E 1 4 11 1 2 L I G H T I N G ( R M S . 2 1 8 , 2 1 9 , 2 2 0 ) 2 0 A 1 7 2 9 V A 6 1 6 V A 1 2 0 A L I G H T I N G ( R M . 2 2 4 ) 1 2 1 2 9 1 2 L I G H T I N G ( R M S . 2 0 2 , 2 0 4 , S T R 3 ) 2 0 A 1 4 6 8 V A 9 0 1 V A 1 2 0 A L I G H T I N G ( R M S . 2 0 3 , 2 0 4 , 2 2 1 , 2 2 2 , 2 2 3 ) 1 2 1 0 7 1 0 C U H - 2 ( R m 2 2 1 ) 3 0 A 1 4 8 0 0 . . . 5 7 6 V A 1 2 0 A L I G H T I N G ( R M S . 2 0 1 , S T R 3 ) 1 2 8 5 1 0 T B - 2 - 1 3 , T B - 2 - 1 4 3 0 A 1 5 0 0 0 . . . 6 0 0 0 . . . 1 2 0 A T B - 2 - 7 , T B - 2 - 1 6 1 2 6 3 1 0 T B - 2 - 1 1 , T B - 2 - 1 2 3 0 A 1 4 5 0 0 . . . 3 0 0 0 . . . 1 2 0 A T B - 2 - 8 , T B - 2 - 1 7 1 2 4 1 1 2 T B - 2 - 1 0 2 0 A 1 3 5 0 0 . . . 6 0 0 0 . . . 1 3 0 A T B - 2 - 6 , T B - 2 - 1 5 1 0 2 CK T Wi r e Si z e Ci r c u i t D e s c r i p t i o n T r i p P o l e s A B C Po l e s T r i p C i r c u it D e s c r i p t i o n Wi r e Si z e CK T No t e s : En c l o s u r e : NE M A - 1 MC B R a t i n g : 22 5 A Mo u n t i n g : Su r f a c e Wi r e s : 4 Ma i n s R a t i n g : 22 5 A Su p p l y F r o m : HM D P Ph a s e s : 3 Ma i n s T y p e : CB Lo c a t i o n : IT / E l e c 2 2 2 Vo l t s : 48 0 / 2 7 7 W y e A. I . C . R a t i n g : 35 K Br a n c h P a n e l : 2 H 1 1. D O U B L E L U G G E D . No t e s : Total Est. Demand:45 A Li g h t i n g 3 9 6 0 V A 1 0 0 . 0 0 % 3 9 6 0 V A Total Conn.:45 A Po w e r 0 V A 0 . 0 0 % 0 V A Total Est. Demand:37581 VA Ot h e r 3 2 7 0 9 V A 1 0 0 . 0 0 % 3 2 7 0 9 V A Total Conn. Load:37399 VA Li g h t i n g - I n t e r i o r 7 3 0 V A 1 2 5 . 0 0 % 9 1 3 V A Lo a d C l a s s i f i c a t i o n C on n e c t e d L o a d D e m a n d F a c t o r E s ti m a t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 44 A 4 4 A 4 6 A To t a l L o a d : 12 2 9 0 V A 1 2 2 8 0 V A 1 2 8 1 8 V A 41 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 2 39 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 0 37 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 8 35 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 6 33 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 4 31 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 2 29 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 0 27 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 8 25 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 6 23 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 4 21 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 2 19 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 0 17 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 1 8 15 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 1 6 13 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 1 4 11 1 2 L I G H T I N G ( R M S . 2 1 3 , 2 1 4 ) 2 0 A 1 1 1 5 6 . . . 8 6 2 V A 1 2 0 A L I G H T I N G ( R M S . 2 0 5 , 2 0 6 , 2 0 7 ) 1 2 1 2 9 1 2 L I G H T I N G ( R M . 2 0 4 ) 2 0 A 1 6 2 1 V A 8 5 9 V A 1 2 0 A L I G H T I N G - ( R M . 2 1 5 ) 1 2 1 0 7 1 2 L I G H T I N G ( R M S . 2 0 8 , 2 0 9 , 2 1 0 , 2 1 1 , 2 1 2 ) 2 0 A 1 8 3 4 V A 6 5 5 V A 1 2 0 A L I G H T I N G ( R M . 2 0 4 ) 1 2 8 5 1 0 T B - 2 - 1 3 0 A 1 6 0 0 0 . . . 4 8 0 0 . . . 1 3 0 A C U H - 2 ( R m 2 0 8 ) 1 0 6 3 1 0 T B - 2 - 2 , T B - 2 - 3 , T B - 2 - 3 3 0 A 1 6 0 0 0 . . . 4 8 0 0 . . . 1 3 0 A C U H - 2 ( R m 2 1 0 ) 1 0 4 1 1 0 T B - 2 - 5 , T B - 2 - 9 3 0 A 1 6 0 0 0 . . . 4 8 0 0 . . . 1 3 0 A C U H - 2 ( R m 2 1 1 ) 1 0 2 CK T Wi r e Si z e Ci r c u i t D e s c r i p t i o n T r i p P o l e s A B C Po l e s T r i p C i r c u it DescriptionWireSize CKT No t e s : En c l o s u r e : NE M A - 1 MCB Rating:225 A Mo u n t i n g : Su r f a c e Wi r e s : 4 Mains Rating:225 A Su p p l y F r o m : HM D P Ph a s e s : 3 Mains Type:CB Lo c a t i o n : ID F 2 1 2 Vo l t s : 48 0 / 2 7 7 W y e A.I.C. Rating:35K Br a n c h P a n e l : 2 H 2 1H1 2H11H2 2H2GENERAL NOTES:A. ALL WIRE SIZES INDICATED ARE MINIMUM SIZES. WIRE SIZE SHALL BE UPSIZED AS REQUIRED FOR VOLTAGE DROP AND AS NOTED ON DRAWINGS.B. SOME WIRE SIZES MAY BE INDICATED ON THE POWER RISER DIAGRAM.C. DOOR-IN-DOOR CONTINUOUS HINGED FRAME CONSTRUCTION FOR ALL PANEL BOARDS.No. Date Description No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 4 8 : 1 3 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E612ELECTRICALSCHEDULESDelta Faucet Headquarters ExpansionD. JAMESAuthor10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1. F E E D T H R U L U G S . No t e s : To t a l E s t . D e m a n d : 44 A To t a l C o n n . : 44 A To t a l E s t . D e m a n d : 36 2 6 3 V A Li g h t i n g 3 4 9 6 V A 1 0 0 . 0 0 % 3 4 9 6 V A To t a l C o n n . L o a d : 36 2 6 3 V A Ot h e r 3 2 7 6 7 V A 1 0 0 . 0 0 % 3 2 7 6 7 V A Lo a d C l a s s i f i c a t i o n C o n n e c t ed L o a d D e m a n d F a c t o r E s t i ma t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 55 A 4 1 A 3 6 A To t a l L o a d : 15 0 0 0 V A 1 1 2 1 9 V A 1 0 0 3 6 V A 41 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 2 39 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 0 37 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 8 35 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 6 33 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 4 31 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 2 29 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 0 27 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 8 25 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 6 23 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 4 21 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 2 19 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 0 17 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 1 8 15 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 1 6 13 S P A R E 2 0 A 1 0 V A 0 V A 1 0 A S P A R E 1 2 1 4 11 1 2 L I G H T I N G ( R M S . 3 3 2 , 3 3 4 - 3 4 2 ) 2 0 A 1 1 4 6 2 . . . 7 4 V A 1 2 0 A L I G H T I N G ( R M S . 3 0 2 - 3 0 3 , 3 0 6 - 3 1 0 ) 1 2 1 2 9 1 2 L I G H T I N G ( R M . 3 5 0 ) 2 0 A 1 1 2 3 4 . . . 9 8 5 V A 1 2 0 A L I G H T I N G ( R M S . . . . 1 2 1 0 7 1 0 T B - 3 - 6 3 0 A 1 5 0 0 0 . . . 5 0 0 0 . . . 1 3 0 A T B - 3 - 1 6 , T B - 3 - 1 7 1 0 8 5 1 2 T B - 3 - 5 2 0 A 1 3 5 0 0 . . . 5 0 0 0 . . . 1 3 0 A T B - 3 - 7 , T B - 3 - 1 1 1 0 6 3 1 2 T B - 3 - 4 2 0 A 1 3 5 0 0 . . . 5 5 0 0 . . . 1 3 0 A T B - 3 - 1 3 1 0 4 1 S P A R E 0 A 1 0 V A 5 0 0 0 . . . 1 3 0 A T B - 3 - 1 4 , T B - 3 - 1 5 , T B - 3 - 1 8 1 0 2 CK T Wi r e Si z e Ci r c u i t D e s c r i p t i o n T r i p P o l e s A B C Po l e s T r i p C i r c u it D e s c r i p t i o n Wi r e Si z e CK T No t e s : En c l o s u r e : NE M A - 1 MC B R a t i n g : 22 5 A Mo u n t i n g : Su r f a c e Wi r e s : 4 Ma i n s R a t i n g : 22 5 A Su p p l y F r o m : HM D P Ph a s e s : 3 Ma i n s T y p e : CB Lo c a t i o n : IT / E l e c 3 3 3 Vo l t s : 48 0 / 2 7 7 W y e A. I . C . R a t i n g : 35 K Br a n c h P a n e l : 3 H 1 1. F E E D T H R U L U G S . No t e s : Total Est. Demand:55 ATotal Conn.:55 ATotal Est. Demand:45612 VA Li g h t i n g 3 9 9 5 V A 1 0 0 . 0 0 % 3 9 9 5 V A Total Conn. Load:45612 VA Ot h e r 4 1 6 1 7 V A 1 0 0 . 0 0 % 4 1 6 1 7 V A Lo a d C l a s s i f i c a t i o n C o n n e c t ed L o a d D e m a n d F a c t o r E s t i m a t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 78 A 4 3 A 4 5 A To t a l L o a d : 21 4 3 6 V A 1 1 8 5 0 V A 1 2 3 2 6 V A 41 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 2 39 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 0 37 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 8 35 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 6 33 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 4 31 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 2 29 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 0 27 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 8 25 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 6 23 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 4 21 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 2 19 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 2 0 17 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 1 8 15 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 1 6 13 1 0 T B - 3 - 1 2 2 0 A 1 5 5 0 0 . . . 4 0 0 0 . . . 1 3 0 A T B - 3 - 3 1 2 1 4 11 1 0 C U H - 2 ( R m 3 1 3 ) 3 0 A 1 4 8 0 0 . . . 1 3 5 9 . . . 1 2 0 A L I G H T I N G ( R M S . 3 0 1 - 3 0 3 , 3 0 6 - 3 1 0 ) 1 2 1 2 9 1 0 C U H - 2 ( R m 3 1 2 ) 3 0 A 1 4 8 0 0 . . . 1 3 8 3 . . . 1 2 0 A L I G H T I N G ( R M S . 3 1 5 - 3 2 3 ) 1 2 1 0 7 21 6 7 . . . 1 2 6 9 . . . 1 2 0 A L I G H T I N G ( R M . 3 5 0 ) 1 2 8 5 21 6 7 . . . 4 0 0 0 . . . 1 3 0 A T B - 3 - 1 9 , T B - 3 - 2 0 1 0 6 3 10 T B - 3 - 2 3 3 0 A 3 21 6 7 . . . 3 5 0 0 . . . 1 2 0 A T B - 3 - 2 1 , T B - 3 - 2 2 1 2 4 1 1 0 T B - 3 - 1 , T B - 3 - 2 3 0 A 1 4 0 0 0 . . . 4 5 0 0 . . . 1 3 0 A T B - 3 - 8 , T B - 3 - 9 , T B - 3 - 1 0 1 0 2 CK T Wi r e Si z e Ci r c u i t D e s c r i p t i o n T r i p P o l e s A B C Poles Trip Circu it DescriptionWireSize CKT No t e s : En c l o s u r e : NE M A - 1 MCB Rating:225 A Mo u n t i n g : Su r f a c e Wi r e s : 4 Mains Rating:225 A Su p p l y F r o m : HM D P Ph a s e s : 3 Mains Type:CB Lo c a t i o n : ID F 3 1 1 Vo l t s : 48 0 / 2 7 7 W y e A.I.C. Rating:35K Br a n c h P a n e l : 3 H 2 1. D O U B L E L U G G E D . No t e s : Total Est. Demand:99 A Li g h t i n g 3 0 8 4 V A 1 0 0 . 0 0 % 3 0 8 4 V A Total Conn.:99 A Ot h e r 6 5 8 9 8 V A 1 0 0 . 0 0 % 6 5 8 9 8 V A Total Est. Demand:82079 VA Li g h t i n g - E x t e r i o r 3 5 0 V A 1 2 5 . 0 0 % 4 3 8 V A Total Conn. Load:81992 VA HV A C 1 2 6 6 0 V A 1 0 0 . 0 0 % 1 2 6 6 0 V A Lo a d C l a s s i f i c a t i o n C o n n e c t ed L o a d D e m a n d F a c t o r E s t i m a t e d D e m a n d P a n e l T o t a l s Le g e n d : To t a l A m p s : 96 A 1 0 1 A 1 0 1 A To t a l L o a d : 26 4 6 0 V A 2 7 7 0 6 V A 2 7 8 1 5 V A 41 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 2 39 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 4 0 37 S P A R E 2 0 A 1 0 V A 0 V A 1 2 0 A S P A R E 3 8 35 1 2 L I G H T I N G ( W E S T 4 T H F L O O R ) 2 0 A 1 1 7 0 5 . . . 1 8 9 0 . . . 36 33 1 2 L I G H T I N G ( E A S T 4 T H F L O O R ) 2 0 A 1 1 5 9 6 . . . 1 8 9 0 . . . 34 31 1 2 L I G H T I N G ( R O O F ) 2 0 A 1 3 5 0 V A 1 8 9 0 . . . 3 20 A KITCHEN EF 1232 29 30 5 0 . . . 1 1 7 0 . . . 30 27 30 5 0 . . . 1 1 7 0 . . . 28 25 12 R F - 1 2 0 A 3 30 5 0 . . . 1 1 7 0 . . . 3 20 A MUA 1226 23 25 0 0 . . . 2 5 0 0 . . . 24 21 25 0 0 . . . 2 5 0 0 . . . 22 19 12 T B - 4 - 4 2 0 A 3 25 0 0 . . . 2 5 0 0 . . . 3 20 A TB-4-8 1220 17 25 0 0 . . . 2 5 0 0 . . . 18 15 25 0 0 . . . 2 5 0 0 . . . 16 13 12 T B - 4 - 3 2 0 A 3 25 0 0 . . . 2 5 0 0 . . . 3 20 A TB-4-7 1214 11 25 0 0 . . . 2 5 0 0 . . . 12 9 25 0 0 . . . 2 5 0 0 . . . 10 7 12 T B - 4 - 2 2 0 A 3 25 0 0 . . . 2 5 0 0 . . . 3 20 A TB-4-6 128 5 25 0 0 . . . 2 5 0 0 . . . 6 3 25 0 0 . . . 2 5 0 0 . . . 4 1 12 T B - 4 - 1 2 0 A 3 25 0 0 . . . 2 5 0 0 . . . 3 20 A TB-4-5 122 CK T Wi r e Si z e Ci r c u i t D e s c r i p t i o n T r i p P o l e s A B C Poles Trip Circu it DescriptionWireSize CKT No t e s : En c l o s u r e : NE M A - 1 MCB Rating:225 A Mo u n t i n g : Su r f a c e Wi r e s : 4 Mains Rating:225 A Su p p l y F r o m : HM D P Ph a s e s : 3 Mains Type:CB Lo c a t i o n : Sh e l l S p a c e 4 0 1 Vo l t s : 48 0 / 2 7 7 W y e A.I.C. Rating:35K Br a n c h P a n e l : 4 H 1 3H1 ---3H2 4H1GENERAL NOTES:A. ALL WIRE SIZES INDICATED ARE MINIMUM SIZES. WIRE SIZE SHALL BE UPSIZED AS REQUIRED FOR VOLTAGE DROP AND AS NOTED ON DRAWINGS.B. SOME WIRE SIZES MAY BE INDICATED ON THE POWER RISER DIAGRAM.C. DOOR-IN-DOOR CONTINUOUS HINGED FRAME CONSTRUCTION FOR ALL PANEL BOARDS.No. Date Description GL P A C - D I M F L V 8 LE D 0 - 1 0 v ZO N E a LE D 0 - 1 0 v LE D 0 - 1 0 v LE D 0 - 1 0 v LE D 0 - 1 0 v 12 0 - 2 7 7 V A C I N 8 C K T S M A X ZO N E b ZO N E d ZO N E e ZO N E f GL P A C - D I M F L V 8 LE D 0 - 1 0 v ZO N E a 12 0 - 2 7 7 VA C IN 8 CK T S MA X LE D 0 - 1 0 v LE D 0 - 1 0 v LE D 0 - 1 0 v ZO N E b ZO N E c ZO N E d LE D 0 - 1 0 v ZO N E f LE D 0 - 1 0 v ZO N E c MA S T E R TO U C H S C R E E N IN S T O R A G E CL O S E T LE D 0 - 1 0 v ZO N E e CA T 5 MA S T E R SL A V E GLPAC-DIMFLV8LED 0-10v ZONE a 12 0 - 2 7 7 VA C IN 8 CK T S MA X LED 0-10vLED 0-10vLED 0-10v ZONE bZONE cZONE dLED 0-10v ZONE e SLAVE LE D 0 - 1 0 v ZO N E g GLPAC-DIMFLV8LED 0-10v ZONE a 120-277 VAC IN 8 CKTS MAXLED 0-10vLED 0-10vLED 0-10v ZONE bZONE cZONE dLED 0-10v ZONE f LED 0-10v ZONE e SLAVE INTERNATIONAL LO C A T E I N ST O R A G E CL O S E T (S L 8 , S L 9 ) (S L 8 , S L 9 ) (S L 8 , S L 9 ) (S L 8 , S L 9 ) (S L 8 , S L 9 ) (S L 8 , S L 9 ) (S L 1 0 ) CP 1 A CP 2 CP3 CP4 (S L 8 , S L 9 ) (S L 1 0 ) (S L 8 , S L 9 ) (S L 8 , S L 9 ) (S L 8 , S L 9 ) (S L 6 ) (SL8,SL9)(SL10)(SL8,SL9)(SL8,SL9)(SL6)(SL8,SL9)(SL8,SL9)(SL8,SL9)(SL8,SL9)(SL7)(SL6) LO C A T E A B O V E A C C E S S I B L E CE I L I N G I N E A C H S P A C E (T Y P I C A L ) "G E N E R A L L I G H T I N G " "G E N E R A L L I G H T I N G " " G E N E R A L L I G H T I N G " SCENE CO N T R O L L E R IN T E R N A T I O N A L SC E N E CO N T R O L L E R PE E R L E S S SC E N E CO N T R O L L E R BR I Z O SC E N E CO N T R O L L E R DE L T A ON E S C E N E C O N T R O L L E R IN E A C H O F ( 4 ) S P A C E S . CR E S T R O N C 2 N - C B - P PEERLESS DE L T A BR I Z O LE D 0 - 1 0 v ZO N E h ( S L 8 , S L 9 ) GL P A C - D I M F L V 8 LE D 0 - 1 0 v ZO N E a LE D 0 - 1 0 v LE D 0 - 1 0 v LE D 0 - 1 0 v LE D 0 - 1 0 v 12 0 - 2 7 7 VA C IN 8 CK T S MA X ZO N E b ZO N E d ZO N E e ZO N E f LE D 0 - 1 0 v ZO N E c SL A V E LE D 0 - 1 0 v ZO N E g ( S L 6 ) (M O C K U P ) (S L 8 , S L 9 ) (S L 8 , S L 9 ) (S L 8 , S L 9 ) (S L 8 , S L 9 ) (S L 1 0 ) CP 1 B (2 ) 1 2 0 V C I R C U I T S "G E N E R A L L I G H T I N G " BR I Z O 12 0 V R E L A Y I N T E R F A C E FO R O N / O F F C O N T R O L OF ( 2 ) 1 2 0 V C I R C U I T S LE D 0 - 1 0 v ZO N E g ( S L 8 , S L 9 ) LE D 0 - 1 0 v ZO N E h ( S L 8 , S L 9 ) LED 0-10v ZONE g (SL8,SL9)LED 0-10v ZONE h (SL8,SL9) SC E N E CO N T R O L L E R BR I Z O GL P A C - D I M F L V 8 LE D 0 - 1 0 v Ch a n n e l : a LE D 0 - 1 0 v Ch a n n e l : b LE D 0 - 1 0 v Ch a n n e l : a LE D 0 - 1 0 v Ch a n n e l : b SC E N E C O N T R O L L E R ET H E R N E T T O L A N F O R NA T I V E A V I N T E G R A T I O N SC E N E C O N T R O L L E R C2 N - S D C TO S H A D E M O T O R OS SH A D E CO N T R O L L E R (2 S E P E R A T E CH A N N E L S ) 20 7 20 6 SC E N E C O N T R O L L E R 20 5 20 5 20 5 20 6 20 6 LE D 0 - 1 0 v Ch a n n e l : a LE D 0 - 1 0 v Ch a n n e l : b 20 7 20 7 FE E D : 1 2 0 / 2 7 7 V A C UP T O 8 2 0 A C K T S 1 2 3 4 SCENE STATION GL P A C - D I M F L V 8 OS GLS-PART 12 0 / 2 7 7 V A C I N FR O M B R E A K E R PA N E L ( 8 C K T S M A X ) VA C T O F I X T U R E S (8 Z O N E S M A X ) SC E N E S T A T I O N ET H E R N E T T O L A N F O R NA T I V E A V I N T E G R A T I O N FU L L S Y S T E M IN T E G R A T I O N A N D CO N T R O L LE D 0 - 1 0 v Ch a n n e l : a LE D 0 - 1 0 v Ch a n n e l : b LE D 0 - 1 0 v Ch a n n e l : c LE D 0 - 1 0 v Ch a n n e l : d LE D 0 - 1 0 v Ch a n n e l : e LE D 0 - 1 0 v Ch a n n e l : f SCENE STATIONGLS-PART GLS-SIM OS O S C2 N - S D C SH A D E C O N T R O L L E R (2 S E P E R A T E C H A N N E L S ) TO S H A D E M O T O R GLS-SIM C2N-SDC SHADE CONTROLLER (2 SEPERATE CHANNELS)TO SHADE MOTOR C2N-SDC SHADE CONTROLLER (2 SEPERATE CHANNELS)TO SHADE MOTOR LE D 0 - 1 0 v Ch a n n e l : g LE D 0 - 1 0 v Ch a n n e l : h Cresnet Cresnet Cable: (1) Pair #18AWG, (1) Twisted pair 22 AWG (1) shield (by E.C.)4-Wire 1 PAIR: suitable gauge wire to meet load requirem ents for line voltage load, 1 PAIR 18 AWG Class 2 wireCables 3-Wire QTY 3 18 AWG Class 2 wire Th i s o n e - l i n e d r a w i n g i s f o r c o n c e p t o n l y . C o o r d i n a t e w i t h l i g h t i n g p l a n s f o r e a c h a r e a . Re f e r t o p l a n s f o r l o c a t i on s , s i z e a n d q u a n t i t y . Re f e r t o a l l m a n u f a c t u r e r s i n s t a l l a t i o n i n st r u c t i o n s f o r c o r r e c t w i r i n g i n f o r m a t i o n No t e s Re f e r t o l o a d / p a n e l s c h e d u l e s f o r m o r e i n f o r m a t i o n PS PS (N O T E : R E F E R T 0 P L A N S FO R R E Q U I R E D Z O N E S ) NOTE: PROVIDE SHADE CONTROLLERS AS REQUIRED FOR ALL SOUTH FACING WINDOWS IN MEETING ROOMS. ON OF F LV HVG S V C P W R S V C P I N B u i l d i n g A u t o m a t i o n H U B B E L L R B u i l d i n g A u t o m a t i o n H U B B E L L R V i o l e t N Di m m i n g B a l l a s t #1 B l a c k ( 1 2 0 - 2 7 7 V A C ) W h i t e ( N e u t r a l ) G r e y R e d Wh i t e NX - 1 R D R o o m C o n t r o l l e r W h i t e Bl a c k Re d +OC C PC - Re d 2 4 V D C Bl u e Bl a c k 18 A W G s t a n d a r d l o w v o l t a g e w i r e CA T 5 C a b l e +OC C PC - Re d 2 4 V D C Bl u e Bl a c k 18 A W G s t a n d a r d l o w v o l t a g e w i r e (A s r e q u i r e d p e r R o o m - S e e d r a w i n g s f o r O c c u p a n c y s e n s o r r e q u i r e s m e n t s i n e a c h ro o m o r a r e a ) (A s r e q u i r e d p e r R o o m - S e e d r a w i n g s f o r P h o t o S e n s o r r e q u i r e s m e n t s i n e a c h ro o m o r a r e a ) NX D S NX O S - O M D T 2 NX O S - O M D T 2 S NX R C - 2 R D (T Y P I C A L - M I N ) LV GGH HVV S V C P W R S V C P I N B u i l d i n g A u t o m a t i o n H U B B E L L R V i o l e t N Di m m i n g B a l l a s t #1 N Di m m i n g B a l l a s t # 2 B l a c k ( 1 2 0 - 2 7 7 V A C ) W h i t e ( N e u t r a l ) G r e y R e d B l u e V i o l e t G r e y Wh i t e NX - 2 R D R o o m C o n t r o l l e r W h i t e 2- R e l a y V e r s i o n Bl a c k Re d Bl u e +OC C PC - Re d 2 4 V D C Bl u e Bl a c k 18 A W G s t a n d a r d l o w v o l t a g e w i r e (A s r e q u i r e d p e r R o o m - S e e d r a w i n g s f o r Oc c u p a n c y s e n s o r r e q u i r e s m e n t s i n e a c h ro o m o r a r e a ) or CA T 5 C a b l e NX O S - O M D T 2 NX R C - 2 R D RO O M S (W a l l m o u n t - o n l y w h e r e c e i l i n g m o u n t w i l l n o t w o r k ) NX O S - L O D T No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 2 / 1 / 2 0 1 5 4 : 1 9 : 0 0 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E701LIGHTING RISER DIAGRAMSDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280Bid Package #4 NT S 1 DE T A I L - 1 S T F L O O R S H O W R O O M L I G H T I N G CO N T R O L R I S E R D I A G R A M NT S 3 DE T A I L - O N F E R E N C E R O O M S 2 0 5 , 2 0 6 , 2 0 7 LI G H T I N G C O N T R O L R I S E R D I A G R A M NT S 2 DE T A I L - 2 N D F L O O R P A R T I T I O N E D M E E T I N G RO O M L I G H T I N G C O N T RO L R I S E R D I A G R A M GENERAL NOTES:A. ALL FIXTURES SHALL RECEIVE 120/277 VOLT LIGHTING CIRCUIT VIA CONTROLLER.B. ALL LIGHTING ZONES SHALL RECEIVE SEPARATE CONTROL CABLE VIA CONTROLLER IN EACH AREA.C. LIGHTING ZONES ARE INDICATED ON PLANS.CONTRACTOR SHALL ASSUME A DIFFERENT ZONE FOR EACH DIFFERENT FIXTURE TYPE WITHIN EACH AREA.D. SIZE ALL CONTROL DEVICES TO HAVE MINIMUM (1) SPARE CONTROLLED ZONE.E. DEVICES AND FIXTURES SHOWN ARE DIAGRAMATIC ONLY.REFER TO DRAWINGS.F. ALL LOW VOLTAGE SWITCHES SHALL BE MULTIPLE BUTTON,FIELD REPLACEABLE AND PROGRAMMABLE. PROGRAMMING AND LABELS SHALL BE DETERMINED AT SHOP DRAWING SUBMITTAL REVIEW. NT S 4 DE T A I L - T Y P I C A L R O OM W I T H 1 D I M M I N G LO A D NT S 5 DE T A I L - T Y P I C A L R O OM W I T H 2 D I M M I N G LO A D No. Date Description 13 12/01/15 BP#4 Addendum #4 REPLACED SHEET ENTIRELY13 TY P I C A L O F R O O M S ( 2 1 3 , 2 1 4 , 2 1 5 , 2 1 6 ) 22 5 A DL 22 5 A 4L 1 4H 2 4 L 2 22 5 A DL 25 0 A DL 4L 3 (F U T U R E ) ( F U T U R E ) (F U T U R E ) ( F U T U R E ) 40 0 A 2 2 5 A 2 0 0 A 1 0 0 A 22 5 A 22 5 A 40 0 A 22 5 A 22 5 A FT L 22 5 A FT L 22 5 A DL 22 5 A FT L 22 5 A BU S 22 5 A FT L 22 5 A FT L 22 5 A FT L 22 5 A DL 22 5 A 22 5 A FT L 22 5 A EL E C T R I C A L - R O O M 0 3 0 ME C H R O O M 0 1 2 M O D E L S H O P 22 5 A K I T C H E N D I S P L A Y A R E A PU LL S ECTION 48 0 / 2 7 7 V , 3 P H A S E 20 0 0 A (8 ) 4 " C O N D U T S EL E V A T O R # 1 & # 2 LO W E R LE V E L FI R S T FL O O R SE C O N D FL O O R TH I R D FL O O R RO O F LE V E L FO U R T H FL O O R 20 0 0 A M P S 48 0 / 2 7 7 V O L T 22 5 A 22 5 A 60 A 60 A 400A 400A MECHANICAL & SUPPLY 022 FT L 20 8 / 1 2 0 V O L T 80 0 AM P S 20 8 / 1 2 0 V O L T 60 0 AM P S 10 0 A 3D PRINTING 10 0 A AV LO A D 10 0 A EM 10 0 A AT S - 1 C N T R L T O G E N S E T E N L 225A 10 0 A MC B 014 ML O 22 5 A FT L 22 5 A ML O 3.5 4.52.51.5 6.55.5 3 6.3 12.3 15.313.3 16.314.311.39.3 10.38.37.3 15 17 16 18 22 1991311 141210 75 6 842 1 24 25 17.3 18.3 20 21 23 3.3 5.34.32.31.3 9.9 7. 9 14 . 9 11 . 9 20 . 9 18 . 9 25 . 9 19.3 20.3 21.3 22.3 23.3 24.3 25.3 12 12 16 12 21 12 12 12 12 16 16 . 3 16 4 4 13 16 1612.3 8. 3 12 . 3 16 12 1212 12 18 . 3 12 19 16 8. 3 11 16 . 3 16 9.3 9.3 9. 3 1212 12 6 12 12 12 12 12 6 6 12 13 . 3 4 4 12 6 3. 3 3.3 8 25 12 69 IN T E R I O R EX T E R I O R UT I L I T Y XF M R PR I M A R Y B Y LO C A L U T I L I T Y CO M P A N Y 30 0 K V A XF M R TB A CONTACTORC-1EPO-BL5 KEY RESET 22 5 K V A XF M R TB B 150KVA XFMR TBC 75 K V A XF M R TB D 15 0 K V A XF M R TB E TO S H U N T T R I P CI R C U I T B R E A K E R 75KVA XFMR TBF (U T - 1 ) 2-1/2"C3P/150 AMP 2 10 12 12 11 14 1 4 15 1 5 5 16 1 6 16 11 1 15 13 1 3 10PANEL LEGEND:EXAMPLE:3H1 First Panel in the Series H = 277/480 Volt, L = 120/208 Volt 3 = Third Floor 3 9 9 6 6 DP = Distribution Panel X = Generator Power XU = UPS Power 88 11. BUS DUCT: MOUNTED OVER EQUIPMENT IN WET LABS AND LIFE CYCLE TESTING. REFER TO FLOOR PLANS FOR ADDITIONAL INFORMATION.12. BUS PLUGS WITH RECEPTACLES: QUANTITY AND TYPES AS NOTED ON PLANS.13. EPO (KEY RESET) SHALL SHUNT TRIP THE CIRCUIT BREAKER THAT FEEDS THIS UNIT. BREAKER TO BE MANUAL RESET.14. ELECTRICAL CONTRACTOR SHALL CONNECT FEEDER TO DISCONNECT PROVIDED BY ELEVATOR MANUFACTURER. EXTEND FEEDER TO SHUNT TRIP CIRCUIT BREAKER IN HMDP. PROVIDE REQUIRED RELAY(S) AND WIRING FOR ELEVATOR SHUT DOWN TO SHUNT TRIP BREAKER.15. PROVIDE CONNECTION TO EQUIPMENT EL E C T R I C A L N O T E S : 1. G R O U N D I N G E L E C T R O D E S Y S T E M P E R 2 5 0 O F T H E C U R R E N T N E C . 2. F E E D E R F O R U P S P A N E L : E X I S T I N G U P S D I S T R I B U TI O N A T N O R T H E N D O F E X I S T I N G B U I L D I N G . U T I L I Z E E X I S T I N G SP A R E 2 0 0 A B U C K E T . P R O V I D E F U S E S . 3. F E E D E R F R O M E X I S T I N G G E N E R A T O R : E X I S T I N G G E N E R A T O R P A N E L L O C A T E D I N E X I S T I N G B U I L D I N G . E X T E N D FE E D E R F O R S T O R M W A T E R P U M P S A N D S E W A G E E J E C T O R P U M P S . S E E S H E E T E 1 2 6 F O R R O U T I N G . . 4. F U S E S P E R E Q U I P M E N T M A N U F A C T U R E R ' S R E C O M M E N D A T I O N S . P R O V I D E W I T H A U X I L I A R Y C O N T A C T S A N D 5. C O N C R E T E C A P W I T H R E D D Y E M A R K I N G . 6. S E E A L T E R N A T E D E S S C R I P T I O N O N T H I S S H E E T F O R W O R K A S S O C I A T E D W I T H T H I S E Q U I P M E N T . 8. P R O V I D E W I R E W A Y U N D E R P A N E L S S I Z E D F O R T W O ( 2 ) P A N E L S . 9. S H U N T T R I P C I R C U I T B R E A K E R F O R F E E D E R C I R C U I T . 10 . A L L E Q U I P M E N T I N T H E M O D E L S H O P L A B S H A L L BE C I R C U T E D F R O M T H I S P A N E L . P A N E L S H A L L H A V E T H E CA P A B I L I T I E S T O B E L O C K E D O U T V I A ' E P O ' S W I T C H W I T H K E Y R E S E T . U P O N K E Y E D R E S E T T H E C O N T A C T O R SH A L L A U T O M A T I C A L L Y P U L L B A CK T O C L O S E D P O S I T I O N . 8 44 15 1 5 1 5 1 5 7 7 GE N E R A L E L E C T R I C A L N O T E S : A. A L U M I N U M F E E D E R S : F E E D E R S O V E R 1 0 0 A ( O C P ) M A Y B E A L U M I N U M . B. S E R I E S R A T E D F A U L T C U R R E N T B R E A K E R S A R E N O T A L L O W E D . C. N O L O A D C E N T E R S A L L O W E D D. A L L P A N E L S T O B E F U L L F R O N T H I N G E D D O O R - I N - D O O R . 16. EXTEND (1) 2-1/2" CONDUIT INTO FLOOR ABOVE AND CAP 6" ABOVE FINISHED FLOOR FOR FUTURE.17. PROVIDE 400 AMP, 208/120 VOLT NEMA 1 FUSED DISCONNECT SWITCH WITH 225 AMP FUSES. 18 17 18. PROVIDE 400 AMP, 208/120 VOLT NEMA 1 FUSED DISCONNECT SWITCH WITH 400 AMP FUSES. 7 7. P R O V I D E 4 0 0 A M P , 4 8 0 / 2 7 7 V O L T N E M A 1 F U S E D D I S C O N N E C T S W I T C H W I T H 4 0 0 A M P F U S E S . (2 ) # 1 4 T O C O N T R O L L E R F O R M A I N T E N A N C E S H U T D O W N . 6 6 6 6 6 6 1H 1 1 L 1 BL 1 2H 1 2 L 1 3H 1 3 L 1 4H 1 BH 1 1H 2 1 L 2 BL6 2H 2 2 L 2 3H 2 3 L 2 BH 3 BL5 BX U L 1 BXUL2 1K L 1 1L 4 BL 3 2L 3 3L 3 HM D P 2X U L 1 2X U L 2 BH4 BL8 BD - 1 TO ' H M D P ' TO ' H M D P ' EP O - B D - 1 EP O - B D - 2 BL D P 1 BL D P 2 RT U - 1 R T U - 2 R T U - 3 R T U - 4 4L 4 MU A 2L 4 BX H 1 BD - 2 BL71O, 3W (100% NEUTRAL BAR)40A THRU 50A 3-#8, 1-#10G., 3/4"C.60A 3-#6, 1-#8G., 3/4"C.5A THRU 20A 3-#12, 1-#12G., 3/4"C.25A THRU 35A 3-#10, 1-#10G., 3/4"C.90A THRU 100A 3-#3, 1-#8G., 1 1/4"C.70A THRU 80A 3-#4, 1-#8G., 1"C. 3O , 4 W , W Y E ( 1 0 0 % N E U T R A L B A R ) CONDUIT / WIRE SCHEDULE 40 A T H R U 5 0 A 4 - # 8 , 1 - # 1 0 G . , 3 / 4 " C . 90A THRU 100A 3-#3, 1-#8G., 1 1/4"C.350A 2 SETS OF 3-#2/0, 1-#3G., 1 1/2"C.125A 3-#1, 1-#6G., 1 1/4"C.400A 3-#500, 1-#3G., 3"C.150A 3-#1/0, 1-#6G., 1 1/4"C.300A 3-#350, 1-#4G., 2 1/2"C.250A 3-#250, 1-#4G., 2"C.225A 3-#4/0, 1-#4G., 2"C.200A 3-#3/0, 1-#6G., 2"C.175A 3-#2/0, 1-#6G., 1 1/2"C.110A 3-#2, 1-#6G., 1 1/4"C. 45 0 A 2 S E T S O F 4 - # 4 / 0 , 1 - # 2 G . , 2 1 / 2 " C . 80 0 A 2 S E T S O F 4 - # 6 0 0 , 1 - # 1 / 0 G . , 3 1 / 2 " C 60 0 A 2 S E T S O F 4 - # 3 5 0 , 1 - # 1 G . , 3 " C 50 0 A 2 S E T S O F 4 - # 2 5 0 , 1 - # 2 G . , 2 1 / 2 " C . 40 0 A 4 - # 5 0 0 , 1 - # 3 G . , 3 1 / 2 " C . 90 A T H R U 1 0 0 A 4 - # 3 , 1 - # 8 G . , 1 1 / 4 " C . 35 0 A 2 S E T S O F 4 - # 2 / 0 , 1 - # 3 G . , 2 " C . 3O, 3W, DELTA (NO NEUTRAL BAR) 11 0 A 4 - # 2 , 1 - # 6 G . , 1 1 / 4 " C . 12 5 A 4 - # 1 , 1 - # 6 G . , 1 1 / 4 " C . 15 0 A 4 - # 1 / 0 , 1 - # 6 G . , 1 1 / 2 " C . 25 0 A 4 - # 2 5 0 , 1 - # 4 G . , 2 1 / 2 " C . 22 5 A 4 - # 4 / 0 , 1 - # 4 G . , 2 1 / 2 " C . 17 5 A 4 - # 2 / 0 , 1 - # 6 G . , 1 1 / 2 " C . 20 0 A 4 - # 3 / 0 , 1 - # 6 G . , 2 " C . 30 0 A 4 - # 3 5 0 , 1 - # 4 G . , 3 " C . 60 A 4 - # 6 , 1 - # 8 G . , 1 " C . 70 A T H R U 8 0 A 4 - # 4 , 1 - # 8 G . , 1 " C . 5A T H R U 2 0 A 4 - # 1 2 , 1 - # 1 2 G . , 3 / 4 " C . 25 A T H R U 3 5 A 4 - # 1 0 , 1 - # 1 0 G . , 3 / 4 " C . 10 0 0 A 3 S E T S O F 4 - # 4 0 0 , 1 - # 3 / 0 G . , 4 " C 16 0 0 A 4 S E T S O F 4 - # 6 0 0 , 1 - # 2 5 0 G . , 4 " C 20 0 0 A 5 S E T S O F 4 - # 6 0 0 , 1 - # 2 5 0 G . , 4 " C NO T E S : 1. I F N O S I Z E I S S H O W N F O R A C O N D U C T O R O R C O N D U I T , T H E S I Z E I S T O B E C H O S E N B A S E D O N T H E L I S T B E L O W . 2. N O T A L L S I Z E S S H O W N A R E U S E D . 3. C O N D U I T S I Z E S H O W N I S M I N I M U M S I Z E A N D B A S E D O N T H H N , T H W N , O R X H H W I N S U L A T I O N . I N C R E A S E A S N E C E S S A R Y F O R OT H E R T Y P E S . 4. A M P E R A G E S H O W N I S T H E N O M I N A L R A T I N G F O R T H E C O N D U C T O R S I N D I C A T E D . C O N D U C T O R S W I T H A H I G H E R C U R R E N T RA T I N G M A Y B E S H O W N O N T H E D O C U M E N T S T O A C C O U N T F O R VOLTAGE DROP, OR FUTURE EXPANSION OF A SERVICE OR FE E D E R . 5. S I Z I N G B A S E D O N 9 0 ° C O N D U C T O R & 7 5 ° T E R M I N A T I O N . PER NEC 110.14, IF TERMINATION RATING LESS THAT 75°, CO N D U C T O R M U S T B E D E - R A T E D A C C O R D I N G L Y A N D C O N D U I T S I Z I N G A D J U S T E D . 500A 2 SETS OF 3-#250, 1-#2G., 2"C.800A 2 SETS OF 3-#600, 1-#1/0G., 3"C. 12 0 0 A 3 S E T S O F 4 - # 6 0 0 , 1 - # 3 / 0 G . , 4 " C 70 0 A 2 S E T S O F 4 - # 5 0 0 , 1 - # 1 / 0 G . , 3 1 / 2 " C 40A THRU 50A 3-#8, 1-#10G., 3/4"C.60A 3-#6, 1-#8G., 3/4"C.70A THRU 80A 3-#4, 1-#8G., 1"C.5A THRU 20A 3-#12, 1-#12G., 3/4"C.25A THRU 35A 3-#10, 1-#10G., 3/4"C. 1# 6 G . 1W ( P A N E L G R O U N D ) 1# 8 G . 1# 2 G . 1# 4 G . 1# 2 / 0 G . 1# 1 / 0 G . 1# 3 / 0 G . 450A 2 SETS OF 3-#4/0, 1-#2G., 2"C.600A 2 SETS OF 3-#350, 1-#1G., 2 1/2"C 700A 2 SETS OF 3-#500, 1-#1/0G., 3"C 1000A 3 SETS OF 3-#400, 1-#3/0G., 3"C 1200A 3 SETS OF 3-#600, 1-#3/0G., 3"C 1600A 4 SETS OF 3-#600, 1-#250G., 3 1/2"C 2000A 5 SETS OF 3-#600, 1-#250G., 3 1/2"C EL E C T R I C A L S E R V I C E E N T R A N C E S C O P E O F W O R K - D U K E U T I L I T Y A. A L L R E Q U I R E D S T A N D A R D S C U R R E N T L Y R E Q U I R E D B Y T H E U T I L I T Y CO M P A N Y S H A L L B E F O L L O W E D . B. A D D I T I O N A L R E Q U I R E M E N T S A B O V E T H E U T I L I T I E S R E Q U I R E M E N T S A R E NO T E D W I T H I N T H E B I D D O C U M E N T S . C. N O W O R K O F A N Y K I N D S H A L L B E D O N E B Y T H I S C O N T R A C T O R A S I T I S RE L A T E D T O T H E U T I L I T Y S E R V I C E O N T H E P R I M A R Y S I D E O R T H E SE C O N D A R Y S I D E O F T H E T R A N S F O R M E R U P T O T H E D I S T R I B U T I O N G E A R UN T I L T H E E L E C T R I C A L C O N T R A C T O R W I T H T H E G E N E R A L C O N T R A C T O R HA S H A D A N O N S I T E M E E T I N G W I T H T H E U T I L I T Y C O M P A N Y . M E E T I N G MI N U T E S S H A L L B E T A K E N A N D D I S T R I B U T E D T O T H E A R C H I T E C T A N D EN G I N E E R . I F T H E R E A R E A N Y R E Q U I R E D D E V I A T I O N S T O T H E C U R R E N T PL A N S A S A R E S U L T O F T H I S M E E T I N G , T H E S E W I L L N E E D T O B E R E S O L V E D AN D A P P R O V E D B Y T H E A R C H I T E C T P R I O R T O C O M M E N C I N G W I T H T H I S SC O P E O F W O R K . D. S U F F I C I E N T L Y R E V I E W T H E E L E C T R I C A L D R A W I N G S , D E T A I L S , R I S E R S A N D OV E R A L L S C O P E , A S W E L L A S T H E S I T E C I V I L A N D A N Y U T I L I T Y D R A W I N G S PR I O R T O M E E T I N G W I T H T H E U T I L I T Y . E. P R O P E R L Y L O C A T E A L L E X I S T I N G S E R V I C E S A N D U T I L I T I E S O N S I T E . F. P R O P E R L Y L O C A T E A N D C O O R D I N A T E A L L F U T U R E U T I L I T I E S O N S I T E P R I O R TO M E E T I N G W I T H T H E U T I L I T Y . G. L O C A T E A L L P U B L I C , P R I V A T E A N D U T I L I T Y E A S E M E N T S P R I O R T O M E E T I N G WI T H T H E U T I L I T Y H. N A R R A T I V E O F S E R V I C E . a. S I N G L E S E R V I C E E N T R A N C E . b. 4 8 0 V / 2 7 7 V , 3 - P H A S E , 4 - W I R E D I S T R I B U T I O N . c. M U L T I P L E S E R V I C E O N S I T E . R E Q U I R E D F I R E S E P A R A T I O N / B U I L D I N G SE P A R A T I O N B E T W E E N T H I S S E R V I C E A N D E X I S T I N G . d. N E W D I S T R I B U T I O N W I L L B E L O C A T E D I N T H E L O W E R L E V E L . e. I N T E R I O R D I S T R I B U T I O N W I L L B E 4 8 0 / 2 7 7 V A N D 2 0 8 V / 1 2 0 3 - P H A S E 4- W I R E . I. P R O V I D E A L L P E R M I T S R E Q U I R E D I F W O R K I N V O L V E S R I G H T A W A Y EN C R O A C H M E N T . J. A N Y A D D I T I O N A L C H A R G E S R E Q U I R E D B Y T H E U T I L I T Y C O M P A N Y W I L L B E HA N D L E D D I R E C T L Y B Y T H E O W N E R . K. M E T E R I N S T A L L E D O N T R A N S F O R M E R H O U S I N G . L. T R A N S F O R M E R L O C A T E D I N T H E M E C H A N I C A L Y A R D B E H I N D F E N C I N G . M. V E R I F Y R E Q U I R E D M I N A N D M A X P R I M A R Y D E P T H S W I T H U T I L I T Y . N. V E R I F Y A L L R E Q U I R E D C L E A R A N C E S F R O N T , B A C K , A N D S I D E S . O. V E R I F Y O R I E N T A T I O N O F T R A N S F O R M E R A N D W H E R E T H E P R I M A R Y A N D SE C O N D A R Y E N T R A N C E S A R E . P. R E V I E W T R U C K A C C E S S A N D D I S T A N C E S T O T R A N S F O R M E R . Q. R E V I E W S C H E D U L E : D E L I V E R Y D A T E S , S E R V I C E T U R N O N D A T E , A N D A N Y TE M P O R A R Y P O W E R R E Q U I R E M E N T S . PR O J E C T S C O P E C O O R D I N A T I O N F O R B I D D I N G . ( T O B E V E R I F I E D A T T H E CO N T R A C T O R / U T I L I T Y M E E T I N G R E F E R E N C E D A B O V E ) 1. P R I M A R Y T R E N C H I N G , B A C K F I L L A N D G R A D I N G B Y E C . 2. R E Q U E S T U T I L I T Y T O I D E N T I F Y P R I M A R Y P O L E . 3. P R I M A R Y C O N D U I T S B Y E C . 4. T U R N C O N D U I T S U P A T A N D A D J A C E N T T O P O L E B Y E C . 5. P R I M A R Y S I D E B O R I N G I S P E R M I T T E D B Y E C . 6. P R I M A R Y C O N D U C T O R B Y U T I L I T Y . 7. P R I M A R Y T E R M I N A T I O N S B Y U T I L I T Y . 8. C T ' S / P T ' S B Y U T I L I T Y . 9. M E T E R B Y U T I L I T Y . 10 . M E T E R H O U S I N G W H E N I N S T A L L E D O N T R A N S F O R M E R H O U S I N G B Y UT I L I T Y . 11 . G R A D I N G F O R T R A N S F O R M E R P A D B Y E C . 12 . T R A N S F O R M E R P A D B Y E C . 13 . T R A N S F O R M E R G R O U N D I N G B Y U T I L I T Y . 14 . B U I L D I N G E L E C T R I C A L S E R V I C E G R O U N D I N G B Y E C 15 . S E C O N D A R Y C O N D U I T S B Y E C . 16 . S P A R E S E C O N D A R Y C O N D U I T S B Y E C . 17 . S E C O N D A R Y C O N D U C T O R S B Y E C 18 . S E C O N D A R Y T E R M I N A T I O N S I N T R A N S F O R M E R B Y T H E U T I L I T Y . 19 . S E C O N D A R Y T E R M I N A T I O N S I N D I S T R I B U T I O N G E A R B Y T H E E C . 20 . C O N C R E T E C A P O V E R S E C O N D A R Y C O N D U I T S B Y E C (5 1 - C ) UP S A L T E R N A T E : DE L E T E T H E F O L L O W I N G : 1. F E E D E R F R O M E X I S T I N G B U I L D I N G UP S S W I T C H B O A R D T O N E W P A N E L B U X L 1 2. D E L E T E P A N E L S 2 X U L 1 A N D 2 X U L 2 3. D E L E T E F E E D E R S T O P A N E L S 2 X U L 1 A N D 2 X U L 2 . 4. D E L E T E A L L A S S O C I A T E D , EM P T Y A N D O T H E R W I S E , C O N D U I T S F R O M P A N E L S 2 X U L 1 A N D 2 X U L 2 . 5. B X U L 2 W I L L R E M A I N A N D C H A N G E T O B X U L 1 ( 3 D P R I N T I N G R O O M ) ADD THE FOLLOWING:1. A RACK MOUNTED UPS RACK IN EACH IDF (013, 109, 115, 212, 222, 311 AND 322). SIMILAR TO STACO ENERGY PRODUCTS UNISTAR V, 12 0V IN / 120V OUT 2KVA UPS MODULE. MODEL NUMBER SCV-20001. 2U SPACES HIGH. IN TERNAL BATTERIES ON THIS UNIT WILL BE GOOD FOR 2.7 MINUTES AT 10 0% LOAD.(PROVIDE COST PER UPS FOR AN 18 MINUTE EXTENDED BATTERY, PART NUMBER (1) SCV-BAT-2K)2. PROVIDE REQUIRED RECEPTACLE (NEMA 5-20R), FEEDER (2-#12, 1-#12G., 3/4"C) AND ASSOCIATED CIRCUIT BREAKER (1P/20 AMP IN NEARE ST 120/208 VOLT PANEL) FOR UPS IN EACH ROOM FOR RACK MOUNTED 3. PROVIDE UPS FOR PANEL BXUL2 (NOW NAMED BXUL1) IN 3D PRINTING 019. UPS TO BE MOUNTED IN MECH. 012. THE UPS PART NUMBER WI LL BE STACO ENERGY PRODUCTS FLPL40-480-208-MBS, 40KVA 480VAC IN / 208VAC OU T UPS WITH 3 BREAKER BYPASS. INTERNAL BATTERIES, TRANSFORMER AN D BYPASS SHALL TO BE IN THE SAME CABINET. (UPS MODEL NUMBER FLP-040-1, TRANSFORMER AND BYPASS MODE L NUMBER FLP-040-TC-4DD-2Y-MBPS)4. PROVIDE FEEDER AND ASSOCIATED CIRCUIT BREAKER IN BXH1 TO UPS IN MECH. 012. CIRCUIT TO BE 3P/60 AMP. FEEDER TO BE 3-#6, 1 -#8G., 3/4"C.5. CHANGE NORMAL FEEDER TO BXH1 TO " " AND CHANGE EMERGENCY FEEDER TO " ". CHANGE NORMAL BREAKER IN HMDP TO 3P/100. AMP.No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 4 8 : 4 7 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t E702POWER RISER DIAGRAMDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 DE T A I L - P O W E R R I S E R D I A G R A M No. Date Description S V S S B FS TS PV M RI FA A P FA C P R SC A L E : DB CR IC KP PB DS MD PP PC RX S S J S TE L E C O M M U N I C A T I O N S O U TL E T K E Y A N D N O T E S OU T L E T T Y P E : W OU T L E T T Y P E : OU T L E T T Y P E : OU T L E T T Y P E : EX T E N D 2 - C A T 6 T O C A B L E SU P P O R T S RJ - 4 5 J A C K F O R D A T A (Y E L L O W ) RJ - 4 5 J A C K F O R D A T A BL U E BL A N K ( T Y P . ) LA B E L LA B E L BL A N K ( T Y P . ) BL A N K ( T Y P . ) EX T E N D 6 - C A T 6 T O C A B L E SU P P O R T S BL A N K ( T Y P . ) EX T E N D 1 - C A T 6 T O CA B L E S U P P O R T S RJ - 4 5 J A C K F O R V O I C E (W H I T E ) EX T E N D 1 - H D M I C A B L E I N A 1" C O N D U I T ( U N O ) F R O M BA C K B O X T O C A B L E SU P P O R T S O R T O B O X AB O V E W I T H H D M I J A C K NO T E : C O N D U I T B E T W E E N B O X E S W I T H I N 7 2 " O F E A C H O T H E R M A Y B E O M I T T E D . OU T L E T T Y P E : EX T E N D 1 - C A T 6 T O C A B L E SU P P O R T S T O CC T V A P P L I A N C E I N DA T A R A C K . BL A N K ( T Y P . ) C NO T E : L O C A T I O N T O B E C O N C E A L E D W H E R E P R A C T I C A L . C O O R D I N A T E WI T H S E C U R I T Y C O N T R A C T O R F O R E X A C T L O C A T I O N P R I O R T O R O U G H - I N . RJ - 4 5 J A C K F O R D A T A (G R E E N ) LA B E L (C A M E R A AD D R E S S ) LA B E L LA B E L HD M I J A C K LA B E L RJ - 4 5 J A C K F O R D A T A (G R E E N ) PH O N E M O U N T I N G PO S T ( T Y P . ) LA B E L LA B E L OU T L E T T Y P E : AV TV LA B E L LA B E L SI Z E A S R E Q U I R E D NO T E : A V J A C K C A B L I N G B A C K T O A V R A C K S I N R O O M 2 1 7 . RE F E R T O N O T E S A N D D E S C R I P T I O N A T E A C H J A C K L O C A T I O N . EL XHH X K R XW XP , X D PA G I N G S Y M B O L S TE L E C O M M U N I C A T I O N S Y M B O L S FI R E A L A R M S Y M B O L S SP E A K E R ( " X " I N D I C A T E S T H E Z O N E ) VO L U M E C O N T R O L S T A T I O N WA L L M O U N T E D P H O N E O U T L E T ( 4 2 " A F F ) : CE I L I N G O R F L O O R M O U N T E D P H O N E O U T L E T : C= C E I L I N G , F = F L O O R WA L L M O U N T E D D A T A O U T L E T ( 1 8 " A F F U N L E S S N O T E D OT H E R W I S E ) : X = N U M B E R O F O U T L E T S , A = A B O V E C O U N T E R FL O O R B O X SU R F A C E M O U N T E D R A C E W A Y CA B L E T R A Y EQ U I P M E N T R A C K TE L E P H O N E T E R M I N A L B O A R D / P L Y W O O D B A C K B O A R D : RE F E R T O P L A N S F O R A C T U A L L E N G T H S CE I L I N G O R F L O O R M O U N T E D D A T A O U T L E T : C= C E I L I N G , F = F L O O R WA L L M O U N T E D P H O N E / D A T A O U T L E T ( 1 8 " A F F , U N L E S S ( P = P H O N E , D = D A T A ) CE I L I N G O R F L O O R M O U N T E D P H O N E / D A T A O U T L E T : C= C E I L I N G , F = F L O O R MA N U A L P U L L S T A T I O N ( 4 8 " T O H A N D L E O F D E V I C E ) HE A T D E T E C T O R DU C T M O U N T E D H E A T D E T E C T O R SM O K E D E T E C T O R DU C T M O U N T E D S M O K E D E T E C T O R SP E A K E R ( 8 0 " A F F T O B O T T O M O F D E V I C E ) BE L L , 1 2 0 V WA T E R F L O W S W I T C H : D I V I S I O N 2 8 T O P R O V I D E WA T E R T A M P E R S W I T C H : D I V I S I O N 2 8 T O P R O V I D E PI V V A L V E FI R E A L A R M M O D U L E RE M O T E I N D I C A T O R S T A T I O N F O R D U C T S M O K E DE T E C T O R ( 6 0 " A F F T O C E N T E R L I N E ) FA N S H U T - D O W N R E L A Y FI R E A L A R M A N N U N C I A T O R P A N E L FI R E A L A R M C O N T R O L P A N E L SP E A K E R W I T H S T R O B E ( 8 0 " A F F T O B O T T O M O F D E V I C E ) X = W P - W E A T H E R P R O O F HO R N ( 8 0 " A F F T O B O T T O M O F D E V I C E ) HO R N W I T H S T R O B E ( 8 0 " A F F T O B O T T O M O F DE V I C E ) ST R O B E ( 8 0 " A F F T O B O T T O M O F D E V I C E ) A. THE DESIGN DEPICTED ON THESE DRAWINGS IS A SCHEMATIC IN NATURE AND IS INTENDED TO SUPPLEMENT THE SPECIFICATIONS AND THE REQUIRED WORK IMPLIED BY THE DRAWINGS AND SPECIFICATIONS OF OTHER TRADES. NOT ALL REQUIREMENTS OR SYSTEM DETAILS ARE SHOWN ON THESE DRAWINGS. THE DRAWINGS AND SPECIFICATIONS INDICATE ABSOLUTE MINIMUM REQUIREMENTS.B. REFER TO DRAWINGS AND SPECIFICATIONS OF OTHER TRADES FOR ADDITIONAL WORK REQUIRED IN THE DIVISION 26, 27 & 28 CONTRACT.C. THE DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.D. THE CONTRACTOR SHALL FURNISH, INSTAL L AND SIZE ALL SLEEVES, HOLES, CORES,PATCHING, SLOTS, ANCHORS, BRACKETS, SUPPORTS, J-BOXES, PULL BOXES AND OTHER APPURTENANCES NECESSARY TO EXECUTE THE CONTRACT DOCUMENTS COMPLETE. PULL BOXES AND J-BOXES SHALL BE PROVIDED TO LIMIT ALL CONDUIT RUNS TO NO MORE THAN 150' (90' FO R TELECOM.) OR FOUR 90 DEGREE BENDS BETWEEN BOXES (TWO 90 DEGREE BENDS FOR TELECOM).E. EQUIPMENT DIMENSIONS INDICATED ARE APPROXIMATE. VERIFY EXACT SIZE WITH MANUFACTURER.F. PAINT EXPOSED RACEWAY IN EXPOSED AREAS TO MATCH ARCHITECTURAL FINISH.G. ALL DEVICES MOUNTED ON EXTERIOR OF BUILDING SHALL BE WEATHERPROOF TYPE.H. NO WIRING DEVICES OR OUTLET BOXES SHALL BE INSTALLED BACK-TO-BACK.I. UNLESS OTHERWISE INDICATED, ALL MOUNTING ELEVATIONS ARE CENTERLINE ELEVATIONS.J. PROVIDE SAFETY END CAPS MADE OF PLASTIC OR OTHER SOFT AND RESILIENT MATERIALS FOR INSERTION INTO ENDS OF UNISTRUT AND OTHER APPURTENANCES TO PROTECT USERS AND MAINTENANCE PERSONNEL FROM SHARP EDGES.K. THE FILL RATION FOR CONDUIT, SLEEVES, AND CABLE TRAY SHALL NOT EXCEED 40%,VERIFY FILL RATIO WITH ACTUAL MATERIAL BEING INSTALLED.L. HORIZONTAL CABLES SHALL NOT EXCEED 295'.M. ALL JACKS AND PATCH PANELS SHALL BE BY THE SAME MANUFACTURER.N. ELECTRICAL EQUIPMENT GREATER THAN 5KVA SHALL BE MOUNTED AT LEAST 47"FROM ANY WALL OF THE COMMUNICATIONS ROOMS TO AVOID EMF INTERFERENCE.O. CABLE TRAY SHALL BE SUPPORTED EVERY 6' WITH 1/2" THREADED ROD (MINIMUM).ALL HARDWARE AND PARTS USED SHALL BE STANDARD PRODUCTS FROM THE SAME MANUFACTURER.P. CABLE TRAY SHALL BE ALUMINUM, HOT DI PPED GALVANIZED STEEL, OR STAINLESS STEEL.Q. A MINIMUM OF A 6" CLEARANCE SHALL BE MAINTAINED OVER CABLE TRAY, WITH EXCEPTION TO UTILITIES CROSSING PERPENDICULAR. UTILITIES CROSSING PERPENDICULAR SHALL MAINTAIN A 2" CLEARANCE OVER CABLE TRAY.R. ALL WIRING SHALL BE PLENUM RATED.S. ALL WALL MOUNT DATA JACKS SHALL BE MOUNTED ADJACENT TO AND GROUPED WITH A POWER OUTLET.T. ALL TELECOMMUNICATIONS, AV, SECURITY , LV CONTROL, AND FIRE ALARM CABLES ABOVE CEILING SHALL BE SUPPORTED VIA J-HOOKS OR CABLE TRAY. DIFFERENT LOW VOLTAGE CABLES CAN ALL BE ROUTED IN THE SAME CABLE TRAY BUT MUST BE ORGANIZED PER SYSTEM TYPE AND COLOR. SEE SPECIFICATIONS AND FLOOR PLANS FOR ADDITIONAL INFORMATION. RE FER TO FIRE ALARM GENERAL NOTES FOR ADDITIONAL REQUIREMENTS.U. MINIMUM LOCATIONS AND SIZES OF CABLE TRAY AND SLEEVES ARE SHOWN, THE CONTRACTOR IS RESPONSIBLE FOR COORDI NATING FINAL NUMBER, LOCATION , AND SIZE.V. CABLE TRAY TRANSITIONS ARE SHOWN IN PLAN VIEW BUT MAY NOT INCLUDE ALL REQUIRED FOR FINAL INSTALLATION. CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION WITH OTHER TRADES AND PROVIDING ALL NECESSARY TRANSITIONS.W. CABLES TO ALL OPEN OFFICE CUBICLES SHALL BE LONG ENOUGH WITHOUT INCLUDING REQUIRED SLACK BELOW CEILING, TO REACH 4'BEYOND EACH CUBICLES FOR END FROM POINT WHERE CABLE COMES THROUGH WALL/FLOOR INTO SPACE.X. ALL WALL AND FLOOR PENETRATIONS AND SLEEVES SHALL BE SEALED TO MAINTAIN THE ASSOCIATED RATING OF THE ASSEMBLY. COORDINATE WITH THE ARCHITECTURAL PLANS. GE N E R A L N O T E S : A. N O T A L L O U T L E T T Y P E S A R E S H O W N . S E E O U T L E T K E Y B E L O W . B. C O L O R S C H E M E : DA T A ( W O R K S T A T I O N ) - B L U E J A C K , B L U E C A B L E - Y E L L O W J A C K , Y E L L O W C A B L E DA T A ( N O N W O R K S T A T I O N / D E S K ) F O R M I S C . I T E M S (S E C U R I T Y , B M S , E T C . ) - G R E E N J A C K , G R E E N C A B L E VO I C E - W H I T E J A C K , W H I T E C A B L E C. A L L T E L E C O M M U N I C A T I O N C A B L E S S H A L L B E 4 P A I R , U N S H I E L D E D , CA T E G O R Y 6 . D. D E T A I L S S H O W N A B O V E A R E I N D I C A T E D W I T H C O N D U I T S T U B - U P S . D E V I C E PL A T E R I N G A N D O P E N E D V E R T I C A L C A B L I N G I S A N A P P R O V E D R O U G H - I N , IN S I D E F I N I S H E D W A L L S A N D N O T W H E R E C E I L I N G S A R E I N A C C E S S I B L E . LA B E L I N G EA C H O U T L E T A N D C A B L E S H A L L B E L A B E L E D P E R T H E U S E R ' S S T A N D A R D S DA T A O U T L E T L A B E L F O R M A T : T C 0 X - X Y Y Y X Y TC O X : I N D I C A T E S T H E S E R V I N G T E C H N O L O G Y C L O S E T N U M B E R EX A M P L E : TC 0 1 = O U T L E T I S S E R V E D F R O M C L O S E T T C 0 1 XY Y Y : " X " I N D I C A T E S T H E A S S O C I A T E D F L O O R A N D " Y Y Y " I N D I C A T E S O U T L E T NU M B E R EX A M P L E : 00 0 1 = O U T L E T I S I N B A S E M E N T A N D O U T L E T N U M B E R I S 0 0 1 XY : " X " I N D I C A T E S O U T L E T T Y P E , " Y " I N D I C A T E S J A C K N U M B E R EX A M P L E : D1 = D A T A J A C K N U M B E R 1 V1 = V O I C E J A C K N U M B E R 1 LA B E L A B B R E V I A T I O N S : A = A / V O U T L E T D = D A T A O U T L E T W = W I R E L E S S A C C E S S P O I N T O U T L E T V = V O I C E O U T L E T EX A M P L E O U T L E T O R C A B L E L A B E L : T C 0 1 - 1 0 2 1 - D 1 / D 2 T C 0 1 : I N D I C A T E D O U T L E T I S S E R V E D F R O M C L O S E T T C 0 1 1 0 2 0 : I N D I C A T E D O U T L E T I S L O C A T E D O N T H E F I R S T F L O O R A N D T H E O U T L E T I S N U M B E R 0 2 1 D 1 / D 2 / D 3 : I N D I C A T E D O U T L E T H A S 3 D A T A J A C K S , J A C K S D 1 , D 2 A N D D 3 1 EX A M P L E O U T L E T N. T . S . GENERAL NOTES SE C U R I T Y S Y M B O L S CA M E R A ( " X X X " I N D I C A T E S T H E C A M E R A L A B E L ) DU R E S S B U T T O N CA R D R E A D E R IN T E R C O M KE Y P A D PU S H B U T T O N F O R D O O R R E L E A S E DO O R P O S I T I O N S E N S O R CE I L I N G M O U N T E D M O T I O N D E T E C T O R PU S H P L A T E PO I N T O F C O N N E C T I O N RE Q U E S T T O E X I T EL E C T R I C L O C K PU S H B U T T O N CC T V E Q U I P M E N T R A C K KN O X B O X KE Y R E S E T NO T E D O T H E W I S E ) , X = N U M B E R O F O U T L E T S , A = A B O V E C O U N T E R PO K E T H R O U G H D E V I C E : P R O V I D E ( 1 ) D U P L E X OU T L E T A N D ( 2 ) C A T 6 D A T A J A C K S , T E R M I N A T E DA T A O N P A T C H P A N E L I N N E A R E S T I T C L O S E T ; A= P O W E R / A / V / D A T A , B = P O W E R / D A T A WI R E L E S S A C C E S S P O I N T W I T H C A T 6 C A B L E T O D A T A RA C K O N S A M E F L O O R WA P WA L L M O U N T E D C C T V / S E C U R I T Y C A M E R A D A T A O U T L E T C X XX X SM O K E D E T E C T O R W I T H E L E V A T O R R E C A L L 1 1 1 1 1 1 CO D E D N O T E S : 1. R E F E R T O D E T A I L 4 T 5 0 2 . NO T E : N O T A L L S Y M B O L S M A Y B E U S E D . NO T E : N O T A L L S Y M B O L S M A Y B E U S E D . NO T E : N O T A L L S Y M B O L S M A Y B E U S E D . NO T E : N O T A L L S Y M B O L S M A Y B E U S E D . T C 0 1 -1 0 2 1 D 1 /D 2 T C 0 1 -1 0 2 1 D 3 T C 0 1 -1 0 2 1 D 2 T C 0 1 -1 0 2 1 D 3 T C 0 1 - 1 0 2 1 D 1 NO T E : C A B L E S S H A L L B E L A B E L E D O N B O T H EN D S FA C E P L A T E PERMANENT LABEL (T Y P . ) PERMANENT LABEL (TYP.)2"-6" (TYP.) DA T A J A C K (T Y P . ) JU N C T I O N B O X ME T A L S T U D CA D D Y Q U I C K M O U N T BR A C K E T NO T E : F O R M E T A L S T U D W A L L C O N S T R U C T I O N O N L Y T C L C L 32 " F. A . H O R N / S T R O B E D E V I C E DA T A O U T L E T RE C E P T A C L E LI G H T S W I T C H TH E R M O S T A T 80 " 30 " 48 " 18 " NO T E S : 1. D E V I C E S S H O W N S T A C K E D A L O N G WA L L S F A L L I N T H E O R D E R O F L O W E S T (C L O S E S T T O W A L L ) T O H I G H E S T (F U R T H E S T F R O M W A L L ) . 2. H E I G H T S S H O W N A R E T Y P I C A L U N L E S S OT H E R W I S E N O T E D E L S E W H E R E O N DR A W I N G S , S P E C S O R I D E N T I F I E D I N AP P L I C A B L E C O D E S . 3. V E R T I C A L D I M E N S I O N S A R E T O C E N T E R OF D E V I C E . LA B E L HD M I J A C K 1 1 / 4 " C O N D U I T ( B E H I N D W A L L SU R F A C E , N O T S U R F A C E MO U N T E D ) HD M I J A C K WA L L M O U N T E D MO N I T O R B Y A V CO N T R A C T O R DE V I C E S F L U S H I N W A L L CL E A R M O U N T I N G B R A C K E T 6" TA B L E T O P BR A C K E T HO U S E D A T A JA C K S LA B E L HD M I J A C K WA L L M O U N T E D MO N I T O R B Y A V CO N T R A C T O R DE V I C E S F L U S H I N W A L L CL E A R M O U N T I N G B R A C K E T BR A C K E T 1 1 / 4 " C O N D U I T ( B E H I N D W A L L SU R F A C E , N O T S U R F A C E MO U N T E D ) HO U S E DA T A ( 1 ) CA B L E CO L U M N O R WA L L HO U S E D A T A (1 ) C A B L E HD M I J A C K AN D A V J A C K No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 4 9 : 5 2 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t T000TELECOMGENERALINFORMATIONSHEETDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 2 " = 1 ' - 0 " 2 DE T A I L - W A L L B O X I N S T A L L A T I O N 1 / 8 " = 1 ' - 0 " 3 DE T A I L - W A L L D E V I C E O R I E N T A T I O N - D A T A NT S 4 DE T A I L - C O N F E R E N C E R O O M M O N I T O R S NT S 5 DE T A I L - 1 S T F L O O R MO N I T O R S / S I G N A G E No. Date Description DN RE F . 56 58 57 18 6 0 1 8 4 8 1 8 4 8 1 8 4 8 1 8 4 8 1 8 3 6 1 8 4 8 1 8 4 8 1 8 4 8 W1 1 C1 2 C12C12 C 1 2 C 1 2 C 1 2 C 1 2 C1 2 W 4 6 W 4 6 W3 4 W1 1 W3 4 W 4 6 W 4 6 1 8 4 8 1 8 4 8 18 4 8 18 4 8 S 3 ' - 6 " D O O R W I D T H I N T E R I O R W I D T H 6 ' - 8 " INTERIOR DEPTH 5'-6 1_8" H O I S T W A Y W I D T H 8 ' - 6 " 3'-67_8" CENTER LINE OF GUIDERAIL 4 ' - 4 3 _ 4 " 7 1 _ 4 " HOISTWAY DEPTH 6'-11" H S C optional wall C TGB T M G B S S S S S SS S S S S SSSS S SPEAKER ZONE LEGEND j. LOWER LEVEL Me c h a n i c a l 01 2 St o r a g e R o o m 00 9 Li f e C y c l e T e s t i n g 02 1 Me c h a n i c a l & Su p p l y 02 2 Mo d e l S h o p 01 4 St o r a g e R o o m 01 5 Of f i c e 01 6 Gr i n d i n g 01 7 Cl e a n i n g R o o m 01 8 3D P r i n t i n g 01 9 Ba t h i n g Ex p e r i e n c e (F u t u r e ) 00 7 Ba t h i n g I n s t a l l & Te s t i n g 00 4 Pa c k a g e T e s t i n g 00 3 La b W o r k A r e a 02 3 W. I . P . 02 6 Se c u r e S t o r a g e 02 7 Op t i c a l 02 4 Pe n d i n g 02 5 A Of f i c e 02 9 Wa t e r S e r v i c e 03 1 El e c t r i c a l R o o m 03 0 Wo r k r o o m 03 2 Co r r i d o r 00 5 Ch a n g i n g (F u t u r e ) 00 6 W. R . R . 00 8M. R . R . 01 0 ID F 01 3 Ja n . 01 1 In c o m i n g 02 5 La b O f f i c e s 02 8 A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 XA A WA P WA P WA P WA P WA P WA P WA P WA P T4 0 1 2 T4 0 2 1 BX U L 1 BH 1 B L 1 B L 3 HM D P HM D P B H 3 B L 6 B H 4 B L 8 B L 5 BL 7 B L D P 2 BL D P 1 1 C C C C C C BX H 1 j j j j j j j j j j j jjj j j 48 " W W W W 2 (THIS FLOOR)No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 8 : 0 3 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t T110LOWER LEVEL TELECOM PLANDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner ReviewCODED NOTES:1. PROVIDE DATA CONNECTION TO BMS SYSTEM. COORDINATE FINAL LOCATION WITH MC PRIOR TO ROUGH-IN.2. PROVIDE DATA CONNECTION TO TEMPERATURE CONTROL PANEL.GENERAL NOTES:A. ALL DATA OUTLETS ON THIS SHEET, UNLESS NOTED OTHERWISE, SHOULD BE 48" A.F.F.; EXCEPT OFFICE (029) AND LAB OFFICE (028), OUTLETS IN THESE OFFICES AREAS SHALL BE STANDARD HEIGHT.B. ALL INTERIOR SPEAKERS SHALL HAVE A BACK BOX. (BLACK)C. ALL ROUGH-IN BOX LOCATIONS, FUNCTIONALITY, AND TYPES SHALL BE REVIEWED BY OWNER, ENGINEER AND ARCHITECT ON SITE WITH CONTRACTOR PRIOR TO ROUGHING-IN. WRITTEN APPROVAL SHALL BE OBTAINED BY ELECTRICAL CONTRACTOR PRIOR TO PROCEEDING.ALL LOCATIONS SHALL BE MARKED ON WALLS ACCURATELY AND LABELED.D. BASKET TRAY ROUTED ABOVE CEILING A MINIMUM OF 12"ABOVE CEILING UNLESS INDICATED OTHERWISE.TRANSITIONS SHOWN ARE REPRESENTATIONAL AND ALL TRANSITIONS SHALL BE PROVIDE AS REQUIRED TO OBTAIN A COMPLETE FUNCTIONAL SYSTEM. ALL TRAY SHALL BE GROUNDED BACK TO TELECOM GROUND ON IT'S FLOOR. 1 / 8 " = 1 ' - 0 " 1 LO W E R L E V E L F L O O R T E L E C O M A N D A / V SY S T E M S P L A N No. Date Description UP S (0.75~ 9 0 , 0 0 0 ~ ~ 2 . 5 " ) (0.75 ~ 1 2 0 , 0 0 0 ~ ~ 2 . 5 " ) 1 8 4 2 G GG G S S S S S SS S S S S S S S S S S S S S S S S S S S S S S S S S S S SS S SS S S S S S S S S S S S S S S S S S S S T G B T G B S S S J J J J J J S S S S S S S S S S S S S S S S S S S S S S S S S S S J J S J J S S SPEAKER ZONE LEGEND a. INTERNATIONAL b. DELTA BRAND - 1 c. DELTA BRAND - 2 d. DELTA BRAND - 3 e. CAFE.f. GENERAL g. OUTSIDE h. WELCOMING i. LOWER LEVEL (DELTA BRANDS - 'DELTA', 'BRIZO', 'PEERLESS') In t e r n a t i o n a l 11 0 Ve s t i b u l e 11 1 Sh o w r o o m 11 2 En t r y 11 3 Ki t c h e n 10 5 Ca f e 10 3 Re c e p t i o n 11 4 M. R . R . 11 6 W. R . R . 11 7W. R . R . 10 7 M. R . R . 10 8 ID F 10 9 Ja n . 10 6 IT / E l e c 11 5 A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 XA A WA P WA P 1 4 5 6 7 6 7 8 (T Y P . ) 9 99 WA P WA P WA P T4 0 2 2 T4 0 2 5 1H 1 1 L 1 1H 2 1 L 2 1K L 1 1L 4 9 6 4 4 6 6 6 6 10 6 6 7 4 6 6 4 6 WA P 7 7 7 6 7 3 6 6 7 9 g ffe e eee e gg e e e ee e f f f e e g f f f f f a aaaa a b b b f ff e e ff f 10 f f ff f g 9 hh h h h h h h dc c c dd d dd f, h d d dcc c c c c b b bbb b g A/ V A/ V A/ V A/ V A/ V 7 A/ V A/ V 7 6 7 2 g 2 g 2 g (4 ) 10 10 10 10 10 10 10 10 10 C 5 12 12 C C C C C C C C 6 7 6 7 13 14 16 15 16 13 13 (S H O W R O O M - A ) (S H O W R O O M - B ) (S H O W R O O M - C ) (S H O W R O O M - D ) 16 131313 4 6 4 6 16 13 16 13 16 6 7 16 A/ V 13 f f 17 (THIS FLOOR)No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 9 : 1 8 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t T111FIRST FLOOR TELECOM & AV SYSTEMS PLANDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 FI R S T F L O O R T E L E C O M A N D A / V S Y S T E M S PL A N CODED NOTES:1. SLEEVES THROUGH DECK INTO AV EQUIPMENT RACK ROOM OVERHEAD.2. GROUND MOUNTED DECORATIVE SPEAKER. EXACT LOCATION SHALL BE COORDINATED WITH SITE PLAN AND ARCHITECT.3. ROUTE SOUND AND PAGING SYSTEM CABLES TO ELEVATOR CONTROLLER ON 4TH FLOOR. PROVIDE CONNECTION TO ELEVATOR SOUND SYSTEM. ROUTE IN 3/4"EMT IN CHASE WITH REQUIRED CABLE. DO NOT ROUTE INSIDE ELEVATOR SHAFT.4. THIS LOCATION AS NOTED SHOULD BE PROVISION ONLY.ALL INFRASTRUCTURE SHALL BE INSTALLED. NO MONITORS TO BE PROVIDED.5. AV CONTROL STATION: RE MOTE CONTROL OF SOUND AND VIDEO FROM AV RACK IN AV CLOSET 217. TWO-GANG WALLBOX FOR AV TOUCH SCREEN CONTROLLER. AV CABLE PATHWAY TO AV RACK LOCATION.6. DIGITAL SIGNAGE MONITOR LOCATION. 120V POWER AND NETWORK CABLE INSTALLED BE HIND MONITOR. HEIGHT AS SHOWN ON ARCHITECTURAL DR AWINGS (ROUGH IN SHALL BE ABOVE MOUNTING BRACKET.) APPROX 96" A.F.F. (TO BE CONFIRMED).7. TWO-GANG WALLBOXES FOR DIGITAL SIGNAGE MONITOR AT STANDARD HEIGHT AND AT MONITOR HEIGHT WITH CONDUIT BETWEEN FOR HDMI CABLE, AND AV CABLE PATHWAY TO AV RACK LOCATION. INSTALL AT STANDARD OUTLET HEIGHT.REFER TO DETAIL #5 T000.8. CEILING SPEAKERS. AV CABLE PATHWAYS BETWEEN SPEAKERS WITH ONE HOME-RUN PATHWAY PER ZONE TO AV RACK LOCATION.9. SINGLE-GANG WALLBOX FOR OUTDOOR SURFACE-MOUNT SPEAKER. CABLE PATHWAYS BETWEEN SPEAKERS WITH ONE HOME-RUN PATHWAY TO AV RACK LOCATION. EXACT MOUNTING HEIGHT TO BE COORDINATED WITH ARCHITECT.SPEAKER MOUNT / BASE SHALL COVER FLUSH ROUGH-IN COMPLETELY. SPEAKER CABLE SHALL BE COMPLETELY CONCEALED.10. SINGLE-GANG WALLBOX FOR INDOOR SURFACE-MOUNT SPEAKER. CABLE PATHWAYS BETWEEN SPEAKERS WITH ONE HOME-RUN PATHWAY TO A RACK LOCATION. EXACT MOUNTING LOCATION VERIFIED.SPEAKER MOUNT / BASE SHALL COVER FLUSH ROUGH-IN COMPLETELY. SPEAKER CABLE SHALL BE COMPLETELY CONCEALED.11. AV CONTROL STATION: REMOTE CONTROL OF SOUND AND VIDEO FROM AV RACK IN AV CLOSET 217. TWO-GANG WALLBOX FOR AV TOUCH SCREEN CONTROLLER. AV CABLE PATHWAY TO AV RACK LOCATION.12. PROVIDE NETWORK CONNECTION TO KITCHEN EQUIPMENT MAKE-UP AIR AND EXHAUST AIR CONTROL PANEL'S. ALSO PROVIDE (2) COPPER PAIR CABLES FROM KITCHEN HOOD CONTROLLERS TO BMS MAIN CONTROL PANEL. COORDINATE WITH TEMPERATURE CONTROLS CONTRACTOR.13. FLOOR BOX FOR POWER AND DATA. ROUTE (2) CAT 6 CABLES (UNLESS NOTED OTHERWISE) TO (2) JACKS. COORDINATE WITH POWER PLAN.14. ROUTE (2) PAIR OF COPPER TO PANEL DOWN IN 'IT/ELECT 115'.REFER TO SECURITY PANELS.15. SINGLE-GANG WALLBOX FOR MICROPHONE PLATE. INSTALL AT TYPICAL OUTLET HEIGHT.16. SINGLE-GANG WALLBOX FOR WIRELESS MICROPHONE ANTENNAS WITH PATHWAY TO AV RACK LOCATION. INSTALL 1'-6" BELOW FINISHED CEILING.17. PROVIDE DATA CONNECTION TO TEMPERATURE CONTROL PANEL.GENERAL NOTES:A. ALL DIGITAL SIGNAL LOCATIONS AS INDICATED WITH THE BID DOCUMENTS SHALL RECEIVE (1) 120V/20A NON-SWITCHED CIRCUIT (RECEPTACLE), A STANDARD NETWORK CABLE (SINGLE JACK), ROUTED FROM THE AV EQUIPMENT RACK ON THE SECOND FLOOR. PROVIDE A NETWORK ROUTER(S)IN RACK DEDICATED FO R ALL DIGITAL SIGNAGE.B. ALL INTERIOR SPEAKERS SHALL HAVE A BACK BOX (BLACK).C. ALL SIGNAGE SHALL BE SINGLE CABLE DROPS.D. ALL ROUGH-IN BOX LOCATIONS, FUNCTIONALITY, AND TYPES SHALL BE REVIEWED BY OWNER, ENGINEER AND ARCHITECT ON SITE WITH CONTRACTOR PRIOR TO ROUGHING-IN. WRITTEN APPROVAL SHALL BE OBTAINED BY ELECTRICAL CONTRACTOR PRIOR TO PROCEEDING.ALL LOCATIONS SHALL BE MARKED ON WALLS ACCURATELY AND LABELED.E. BASKET TRAY ROUTED ABOVE CEILING A MINIMUM OF 12"ABOVE CEILING UNLESS INDICATED OTHERWISE.TRANSITIONS SHOWN ARE REPRESENTATIONAL AND ALL TRANSITIONS SHALL BE PROVIDE AS REQUIRED TO OBTAIN A COMPLETE FUNCTIONAL SYSTEM. ALL TRAY SHALL BE GROUNDED BACK TO TELECOM GROUND ON IT'S FLOOR.No. Date Description DN S 24 4 8 2 4 4 8 2 4 4 8 2 4 4 8 2 4 3 0 D H C C C CDSSS S SS S SS S SS S SS S SS S SS S SS S SS S SS S SS S SSSS S SSS SS S SS S S SS S S SS S S SSSS S S S SS S S S S SS S S SS S S T G B T G B TGB S SS S S SSS S S S S S JJJ SPEAKER ZONE LEGEND a. ROOM - 213 b. ROOM - 214 c. ROOM - 215 d. ROOM - 216 e. ROOM - 205 f. ROOM - 206 g. ROOM - 207 h. GENERAL i. OUTSIDE (COMBINED WITH 'g' T111) At r i u m 20 4 Me e t i n g R o o m 21 3 Co n f e r e n c e R o o m 20 7 W. R . R . 21 0 M. R . R . 21 1 ID F 21 2 Ja n . 20 9 Bu s i n e s s C e n t e r 22 0 W. R . R . 22 1 IT / E l e c 22 2 M. R . R . 22 3 Ca t e r i n g S t a g i n g 21 8 Me e t i n g R o o m 21 5 AV C l o s e t 21 7 Co n f e r e n c e R o o m 20 6 Co n f e r e n c e R o o m 20 5 A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 XA A WA P WA P WA P WA P 10 (T Y P . ) 1 2 3 7 11 7 11 7 11 13 4 5 8 19 13 5 7 16 55 14 14 14 WA P T4 0 2 3 T4 0 2 6 T4 0 1 1 2H 2 2L 2 2X U L 2 2L 1 2L 3 2X U L 1 2H 1 h h h h h h h h h h hh d d ddd d d d d h h c c ccc c h h ee e e cc c h h f ff fgg h h h h c c cbb b g g b b b hh h h h h h aa a a a a hh h h 11 13 21 22 19 19 19 898 7 16 7 16 19 19 19 21 21 22 22 2222 Me e t i n g R o o m 21 4 14 i i i i h 15 15 h h h17 17 18 h hh h 17 18 17 18 17 17 17 h 4 5 8 21 4 5 8 21 4 5 8 21 2L 4 Me e t i n g R o o m 21 6 St a i r ST R 2 Ve s t i b u l e 20 8 El e v a t o r EL E V 1 El e v a t o r EL E V 2 Co r r i d o r 20 2 Pe d e s t r i a n Co n n e c t o r 20 1 St a i r ST R 1 Br e a k - o u t A r e a 21 9 20 20 20 13 13 13 666 6 66 6 7 2 13 12 3 C 23 24 17 25 17 25 25 25 WA P WA P AV 21 AV AVAV 2121AVAV 2121AV 21 AV AV AV C C C CC 27 27 C 262626 26 17 28 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 9 : 3 0 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t T112SECOND FLOOR TELECOM & AV SYSTEMS PLANDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 SE C O N D F L O O R T E L E C O M A N D A / V SY S T E M S P L A N CODED NOTES:1. AV EQUIPMENT RACKS LOCATION. PROVIDE SLEEVES THROUGH FLOOR AND PATHWAY OVERHEAD.120V CIRCUITS WITH NEMA 5-20R 20A RECEPTACLES.2. CEILING-MOUNTED PROJECTOR LOCATION (APPROXIMATE).120V POWER, CONDUIT FOR AV CABLE PATHWAY TO AV RACK LOCATION. PROJECTOR SHALL BE CENTERED ON SCREEN.3. RECESSED CEILING-MOUNTED 16:10, 113" DIAGONAL PROJECTION SCREEN LOCATION (APPROXIMATE). 120V POWER FLEXIBLE CONDUIT AT AUDIENCE LEFT SIDE OF SCREEN. AV CABLE PATHWAY TO AV RACK LOCATION.SCREEN CENTERED ON ROOM. COORDINATE WITH ARCHITECTURAL CEILING PLANS. CONTROL VIA CRESTRON SYSTEM OR MANUAL OVERRIDE.4. SINGLE GANG WALLBOX FOR PROJECTION SCREEN LOW VOLTAGE OVER-RIDE SWITCH. INSTALL AT STANDARD SWITCH HEIGHT.5. TWO-GANG WALLBOX FOR AV TOUCH SCREEN CONTROLLER. AV CABLE PATHWAY TO AV RACK LOCATION. INSTALL AT 60" AFF. REFER TO ADDITIONAL NOTE FOR CONTROLLER.6. ROOM SCHEDULING UNIT: PROVIDE DATA JACK SINGLE CABLE. MOUNT UNIT AT 48" AFF. ROOM WIZARD II BY STEELCASE, MODEL # RW-20.7. TWO-GANG WALLBOX/LOW-VOL TAGE RING FOR WALL-PLATE TRANSMITTER. AV CABLE PATHWAY TO AV RACK LOCATION.8. AV/LIGHTING CONTROLLER PANEL (WIRED) CRESTRON 'TSW-750, 7" DISPLAY AND DOCKING STATION MOUNTED AT STANDARD SWITCH HEIGHT.9. AV/LIGHTING CONTROLLER PANEL (WIRELESS)CRESTON 'TST-902, 7" DISPLAY AND DOCKING STATION. MOUNT AT NORMAL SWITCH HEIGHT.10. CEILING SPEAKERS. AV CABLE PATHWAYS BETWEEN SPEAKERS WITH ONE HOME-RUN PATHWAY PER ZONE TO AV RACK LOCATION.11. SINGLE-GANG WALLBOX FOR MICROPHONE PLATE. INSTALL AT TYPICAL OUTLET HEIGHT.12. (2) A/V RACKS (AVR-01, AVR-02) LOCATED ON SECOND FLOOR PROVIDE MINIMUM OF (6) DEDICATED 120V/20A CIRCUITS.13. SINGLE-GANG WALLBOX FOR WIRELESS MICROPHONE ANTENNAS WITH PATHWAY TO AV RACK LOCATION. INSTALL 1'-6" BELOW FINISHED CEILING.14. SINGLE-GANG WALLBOX FOR OUTDOOR SURFACE-MOUNT SPEAKER. CABLE PATHWAYS BETWEEN SPEAKERS WITH ONE HOME-RUN PATHWAY TO AV RACK LOCATION. EXACT MOUNTING HEIGHT TO BE COORDINATED WITH ARCHITECT.15. SINGLE-GANG WALLBOX FOR INDOOR SURFACE-MOUNT SPEAKER. CABLE PATHWAYS BETWEEN SPEAKERS WITH ONE HOME RUN PATHWAY TO AC RACK LOCATION. EXACT MOUNTING HEIGHT TO BE COORDINATED WITH ARCHITECT.16. SINGLE-GANG WALLBOX/LOW-VOLTAGE RING FOR CAT6 SHIELDED AV NETWORK CABLE. AV CABLE PATHWAY TO AV RACK LOCATION. INSTALL AT HEIGHT TBD.17. DIGITAL SIGNAGE MONITO R LOCATION. 120V POWER AND NETWORK CABLE INSTALLED BEHIND MONITOR.(+108"AFF)18. THIS LOCATION AS NOTED, SHOULD BE PROVISION ONLY.INSTALL POWER AND RECEPTACLE COMPLETE AND BOX AND CONDUIT ONLY FOR FUTURE DATA CABLE. NO HARDWARE TO BE PROVIDED.19. DISPLAY MONITOR ON CART : NOMINAL 70" COMMERCIAL DISPLAY, AFFIXED TO CART WITH LOCKABLE WHEELS,SHELVES, POWER STRIP WITH 6' CORD,UMBILICAL CORD,WIRED RECEIVER, AND PATCH CABLE.20. POKE THROUGH: METALIC FLANGES AND COVER.ACCESSIBLE PORTS. JACK (RECEIVER) SHIELDED R543-BLUE. JACK (TRANSMITT ER) FOR AV COMPONENT HDMI.POWER 120V/20A (2 UNITS PER CIRCUIT ONLY). JACK-HOUSE DATA.21. 4 SQUARE DEEP BOX WITH METALIC FLANGES AND COVER.ACCESSIBLE PORTS. JACK (RECEIVER) SHIELDED R543-BLUE. JACK (TRANSMITT ER) FOR AV COMPONENT HDMI.POWER 120V/20A (2 UNITS PER CIRCUIT ONLY). JACK-HOUSE DATA.22. PARTICIAN WALL SENSOR: CEILING MOUNTED. LOCATE TO GIVE OPEN STATUS OF WALL WHEN 20% OPEN. UNIT PROVIDED SHALL MATCH LIGHTING SENSORS ON PROJECT.COORDINATE WITH LIGHTING SUPPLIER. REQUIRED TO INTERFACE WITH CRESTRON AV/LIGHTING CONTROLLER. RS 232 PORTS.PROVIDE CONNECTION TO CRESTRON SYSTEM.TWO PER LOCATION.23. AV CONTROL STATION: RE MOTE CONTROL OF SOUND AND VIDEO FROM AV RACKS IN AV CLOSET 217. TWO-GANG WALLBOX FOR AV TOUCH SCREEN CONTROLLER. AV CABLE PATHWAY TO AV RACK LOCATION.24. COORDINATE EXACT LOCATION IN FIELD WITH OWNER.25. DATA AND POWER RECEPTACLE 6" TO CENTER ABOVE COUNTER.26. AUTOMATIC BLINDS:(PART OF ALTERNATE BID) CONTROLLED BY CRESTRON SYSTEM AND PROGRAMMED BY LIGHTING SYSTEM PROVIDE PART OF THIS CONTRACT. PROVIDE A COMPLETE AUTOMATIC BLIND CONTROL SYSTEM (VERIFY IF BLIND MOTORS ARE AC OR DC, AND TYPE OF CONTACT CLOSURE) FOR ALL WINDOWS ON THE SOUTH WALL THAT OPEN UP INTOCONFERENCE SPACE. BLINDS SHALL BE AUTO CORRECTING AND LEVELING. PROVIDE POWER, CONTROL,ETC. AS REQUIRED FOR TOTAL CONTROL.27. DATA JACK TO BE MOUNTED INSIDE SECURITY ACCESS CONTROL PANEL. COORDINATE WITH SECURITY CONTRACTOR.28. PROVIDE DATA CONNECTION TO TEMPERATURE CONTROL PANEL.GENERAL NOTES:A. ALL ROUGH-IN BOX LOCATIONS FUNCTIONALITY, AND TYPES SHALL BE REVIEWED BY OWNER, ENGINEER AND ARCHITECT ON SITE WITH CONTRACTOR PRIOR TO ROUGHING-IN. WRITTEN APPROVAL SHALL BE OBTAINED BY ED PRIOR TO PROCEEDING. ALL LOCATIONS SHALL BE MARKED ON WALLS ACCURATELY AND LABELED.B. ALL INTERIOR SPEAKERS SHALL HAVE A BACK BOX (BLACK).C. PROVIDE HANGERS FOR ALL SPEAKERS IN OPEN CEILING SPACES.D. BASKET TRAY ROUTED ABOVE CEILING A MINIMUM OF 12"ABOVE CEILING UNLESS INDICATED OTHERWISE.TRANSITIONS SHOWN ARE REPRESENTATIONAL AND ALL TRANSITIONS SHALL BE PROVIDE AS REQUIRED TO OBTAIN A COMPLETE FUNCTIONAL SYSTEM. ALL TRAY SHALL BE GROUNDED BACK TO TELECOM GROUND ON IT'S FLOOR.No. Date Description R E F . R E F . S T G B T G B J J J J J J J J J J J J J J J J Ci r c u l a t i o n 30 2 St o r a g e R o o m 33 2 M. R . R . 33 1 W. R . R . 33 0 IT / E l e c 33 3 W. R . R . 31 3 M. R . R . 31 2 ID F 31 1 A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 4. 3 A. 4 3D WA P WA P WA P T4 0 2 4 T4 0 2 7 3H 1 3 L 1 3 L 3 3H 2 3L 2 1 2 1 2 1 2 1 2 1 2 1 2 El e v a t o r EL E V 2 El e v a t o r EL E V 1 Of f i c e 34 9 Of f i c e 34 8 Of f i c e 34 7 Of f i c e 34 6 Of f i c e 34 5 Of f i c e 34 4 Of f i c e 34 3 Li b r a r y 32 7 Of f i c e 32 5 Of f i c e 32 6 Of f i c e 32 4 Of f i c e 32 2 Of f i c e 32 3 Of f i c e 32 1 Of f i c e 32 0 HR D e p t . 31 5 VP O f f i c e 31 8 Me e t i n g 31 7 Of f i c e 31 6 Ja n . 31 4 Me e t i n g 30 9 Me e t i n g 30 7 Me e t i n g 30 8 Me e t i n g 31 0 Of f i c e 30 6 E- B u s i n e s s 30 3 Of f i c e 30 5 Of f i c e 30 4 St a i r ST R 2 Su p p l y C h a i n 35 0 VP O f f i c e 33 6 Of f i c e 33 5 In t e r n a t i o n a l 33 4 Of f i c e 33 7 Of f i c e 33 8 Of f i c e 33 9 Of f i c e 34 2 Of f i c e 34 1 Of f i c e 34 0 St a i r ST R 1 Ki t c h e n e t t e 32 9 St o r a g e 35 1 El e v a t o r L o b b y 30 1 (T R - 3 - 2 ) 3 3 3 333 WA P C CC 3 3 3 WA P 3 3 3 33 3 WA P TV TV TV TV TV TV W 4 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 9 : 4 0 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t T113THIRD FLOOR TELECOM & AV SYSTEMS PLANDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 TH I R D F L O O R T E L E C O M A N D A / V S Y S T E M S PL A N GENERAL NOTES:A. ALL ROUGH-IN BOX LOCATIONS, FUNCTIONALITY, AND TYPES SHALL BE REVIEWED BY OWNER, ENGINEER AND ARCHITECT ON SITE WITH CONTRACTOR PRIOR TO ROUGHING-IN.WRITTEN APPROVAL SHALL BE OBTAINED BY ELECTRICAL CONTRACTOR PRIOR TO PROC EEDING. ALL LOCATIONS SHALL BE MARKED ON WALLS ACCURATELY AND LABELED.B. ALL DIGITAL SIGNAL LOCATIONS AS INDICATED WITH THE BID DOCUMENTS SHALL RECEIVE (1) 120V/20A NON-SWITCHED CIRCUIT (RECEPTACLE), A STANDARD NETWORK CABLE (SINGLE JACK), ROUTED FROM THE AV EQUIPMENT RACK ON THE SECOND FLOOR. PROVIDE A NETWORK ROUTER(S)IN RACK DEDICATED FO R ALL DIGITAL SIGNAGE.C. ALL INTERIOR SPEAKERS SHALL HAVE A BACK BOX (BLACK).D. ALL SIGNAGE SHALL BE SINGLE CABLE DROPS.E. BASKET TRAY ROUTED ABOVE CEILING A MINIMUM OF 12"ABOVE CEILING UNLESS INDICATED OTHERWISE.TRANSITIONS SHOWN ARE REPRESENTATIONAL AND ALL TRANSITIONS SHALL BE PROVIDE AS REQUIRED TO OBTAIN A COMPLETE FUNCTIONAL SYSTEM. ALL TRAY SHALL BE GROUNDED BACK TO TELECOM GROUND ON IT'S FLOOR.CODED NOTES:1. 60" NOMINAL MONITOR ON WALL CENTERED. COORDINATE WITH ARCHITECT FOR EXACT LOCATION. BOTTOM OF MONITOR AT 50" A.F.F. PROVIDE A HARD HOOK-UP FOR DISPLAY ONLY.2. PROVIDE DATA/HDMI BOX AT 6" ABOVE TABLE HEIGHT AND HDMI OUTLET ABOVE TV BRACKET. PROVIDE 3 GANG BOX WITH POWER RECEPTACLE, DA TA JACK AND HDMI CABLE CONNECTED TO MONITOR IN THIS ROOM. SEE DETAIL 4 ON SHEET T000.3. DATA ROUGH-IN BOX IN WALL, SECTION BELOW WINDOW, FOR DATA CABLE ACCESS TO FURNITURE. PROVIDE 4 SQUARE BOX AND 2 GANG GROMMETED OPENING IN STAINLESS STEEL COVER. ROUTE MINIMUM 1 1/2" RACEWAY FROM BOX DOWN TO CEILING SPACE BELOW.4. PROVIDE DATA CONNECTION TO TEMPERATURE CONTROL PANEL.No. Date Description A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 4. 3 A. 4 WA P WA P 1 1 3 C C C 4H 1 4L 4 W W St a i r ST R 1 Sh e l l S p a c e 40 1 El e v a t o r EL E V 2 El e v a t o r EL E V 1 St a i r ST R 2 2 2 WA P 2 4 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 9 : 5 1 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t T114FOURTH FLOOR TELECOM & AV SYSTEMS PLANDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 FO U R T H F L O O R T E L E C O M A N D A / V SY S T E M S P L A N CODED NOTES:1. CONDUIT STUBS UP TROUGH FLOOR.2. MOUNT UNIT AT BUILDING ST EEL. LEAVE AT 48" OF SLACK CABLE TO ALLOW FOR RELOCATION OF UNIT.3. ROUTE (4) PAIRS COPPER VOICE 110 PATCH BLOCK IN ROOM 115, CONNECT TO PHONE CONTROLLER IN ELEVATOR CONTROLLER.4. PROVIDE DATA CONNECTION TO TEMPERATURE CONTROL PANEL.No. Date Description UP DN RE F . 12 DO W N T O LO W E R LE V E L EX I S T I N G PH O N E R O O M EXISTING MAIN COMPUTER ROOM REFER TO ENLARGED PLAN EX I S T I N G F I R E A L A R M CO N T R O L P A N E L ID F - 1 0 9 IT / E L E C - 1 1 5 10 13 38 4 4 2 4 5 6 712 6 9 14 15 FI B E R H O M E R U N S TO E A C H I D F R O O M FI B E R A N D C O P P E R UP T O 1S T F L O O R 11 12 8 4 4 UP T O B E L O W EX I S T I N G P A N E L CO N N E C T O R - 0 0 1 EL E C T R O O M - 0 3 0 FI B E R A N D CO P P E R ID F - 0 1 3 FI R E A L A R M CO N D U I T A N D CA B L E FI B E R A N D C O P P E R HO M E R U N S I N T R A Y UP T H R O U G H T O F I R S T FL O O R I T / E L E C - 1 1 5 CO P P E R A N D F I B E R IN T R A Y FI B E R H O M E R U N S IN T R A Y No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 5 0 : 0 0 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t T115EXISTINGBUILDINGTELECOM PLANSDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 " = 2 0 ' - 0 " 1 EX I S T I N G A N D N E W B U I L D I N G F I R S T F L O O R TE L E C O M P L A N 1 " = 2 0 ' - 0 " 2 EX I S T I N G A N D N E W B U IL D I N G L O W E R L E V E L TE L E C O M P L A N CODED NOTES:1. MAIN MDF. ALL FIBER CABL ES ROUTE TO LOCATION IN THIS ROOM AS DESIGNATED BY OWNER'S REP. ROUTE NEATLY ABOVE CEILING. PROVIDE HANGERS AND NEATLY BUNDLE AND LABEL ALL ENDS WITH BOTH TERMINATION POINTS AND IDF ROOM SERVED.2. PROVIDE 10' OF NEATLY COILED CABLE ABOVE CEILING PRIOR TO DROPPING AT FIBER PATCH PANEL.3. LEAVE SPARE CABLE COILED ABOVE CEILING SPACE TIGHT TO DECK FOR ALL CABLES THROUGH ROUTED THIS AREA.4. PROVIDE J-HOOKS AND SUPPORTS AS NEEDED. ROUTE ABOVE ACCESSIBLE CEILING SPACE. REPLACE ANY DAMAGED CEILING TILES. DO NOT BLOCK CORRIDORS DURING INSTALLATION.PROVIDE 4 WEEKS NOTICE PRIO R TO WORK AND ALLOW FOR OWNER'S SCHEDULE. NO WORK DURING EVENTS.5. FIBER HOMERUNS SHALL BE ARMORED CABLE TYPE. FROM EXISTING MDF TO FIBER PAT CH PANELS IN EACH NEW IDF ROOM IN NEW BUILDING.6. NO BREAKS IN FIBER AND COPPER HOMERUN CABLES.7. SPARE CABLES SHALL BE ROUTED TO NEW IDF 115/TR-1-1.8. PROVIDE SECTION OF 'LADDER TRAY' ABOVE CEILING TO ROUND CORNER AND VERTICAL SECTION INTO EXISTING ELECTRICAL ROOM AND BACK OUT. SUPPORT ALL CABLES FIRMLY.9. PROVIDE 110 BLOCK PUNCH DOWN. ROUTE COPPER TO IDF ROOM #115 FIRST FLOOR OF NEW BUILDING. ROUTE IN J-HOOKS AND AS INDICATED.10. MINIMUM (3) 4" SLEEVES THROUGH FLOOR. PLACE ON WEST WALL AS TIGHT AS PRACTICAL TO NORTH END.11. ALL UTILITIES FROM EXISTING BUILDING TO NEW BUILDING SHALL BE ROUTED THROUGH LOWER LEVEL AREA OF NEW BUILDING IN BASKET TRAY.12. ROUTE 1-1/2" CONDUIT FROM EXISTING SIEMENS FIRE ALARM PANEL LOCATED ON FIRST FLOOR OF EXISTING BUILDING,TO NEW BUILDING'S FIRE EXTENSION PANEL LOCATED IN 'RM IDF-013.'13. PROVIDE 'LADDER TRAY' VER TICAL WIRE MANAGEMENT.(MINIMUM 16" WIDE)14. VERTICAL WIRE MANAGEMENT ON FIRST FLOOR, LOWER LEVEL,AND FLOOR CORES SHALL ALL LI NE UP NEATLY. COORDINATE WITH ALL EXISTING SYSTEMS AND ARCHITECT PRIOR TO ROUGHING IN.15. EXISITING SECURITY OFFICE: NEW SECURITY SYSTEM ACCESS CONTROL AND CAMERA VIEWING WILL BE FROM HERE. ACCESS CONTROL AND CAMERA SYSTEMS SHALL BE CONNECTED TO THE BUILDING'S NETWORK. REFER TO SHEET T505. PROVIDE (3) NEW STATION JACKS (DUAL JACK, CAT 6 CABLES) IN THIS AREA,ROUTE TO SWITCH IN "EXISTING PHONE ROOM".GENERAL NOTES:A. CABLE TRAY: HORIZONTAL SECTIONS SHALL BE BASKET TYPE TRAY, AND VERTICAL SECTIONS INTENDED FOR VERTICAL WIRE MANAGEMENT, NOT TRANSITIONS, SHALL BE LADDER TYPE.NOTE: SCOPE OF WORK INCLUDES NEW BUILDING AND ENTIRE EXISTING BUILDING.No. Date Description DN RE F . 18 6 0 1 8 4 8 1 8 4 8 1 8 4 8 1 8 4 8 1 8 3 6 1 8 4 8 1 8 4 8 1 8 4 8 W1 1 C1 2 C12C12 C 1 2 C 1 2 C 1 2 C 1 2 C1 2 W 4 6 W 4 6 W3 4 W1 1 W3 4 W 4 6 W 4 6 1 8 4 8 1 8 4 8 18 4 8 18 4 8 S 3 ' - 6 " D O O R W I D T H I N T E R I O R W I D T H 6 ' - 8 " INTERIOR DEPTH 5'-61_8" H O I S T W A Y W I D T H 8 ' - 6 " 3'-67_8" CENTER LINE OF GUIDERAIL 4 ' - 4 3 _ 4 " 7 1 _ 4 " HOISTWAY DEPTH 6'-11" H S C optional wall C S S S S S S S S S S S S S S S S S S S S S S S S S S S S S Me c h a n i c a l 01 2 St o r a g e R o o m 00 9 Li f e C y c l e T e s t i n g 02 1 Me c h a n i c a l & Su p p l y 02 2 Mo d e l S h o p 01 4 St o r a g e R o o m 01 5 Of f i c e 01 6 Gr i n d i n g 01 7 Cl e a n i n g R o o m 01 8 3D P r i n t i n g 01 9 Ba t h i n g Ex p e r i e n c e (F u t u r e ) 00 7 Ba t h i n g I n s t a l l & Te s t i n g 00 4 Pa c k a g e T e s t i n g 00 3 La b W o r k A r e a 02 3 W. I . P . 02 6 Se c u r e S t o r a g e 02 7 Op t i c a l 02 4 Pe n d i n g 02 5 A Of f i c e 02 9 Wa t e r S e r v i c e 03 1 El e c t r i c a l R o o m 03 0 Wo r k r o o m 03 2 Co r r i d o r 00 5 Ch a n g i n g (F u t u r e ) 00 6 W. R . R . 00 8 M. R . R . 01 0 ID F 01 3 Ja n . 01 1 In c o m i n g 02 5 La b O f f i c e s 02 8 A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 XA A MD MD EL EL EL EL EL EL EL EL EL EL EL EL FS TSTS TS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 4 12 1 43 2 MD PV WP H H H H St o r a g e 03 3 Co r r i d o r 00 2 Pe d e s t r i a n Co n n e c t o r 00 1 Co r r i d o r 00 5 El e v a t o r EL E V 2 El e v a t o r EL E V 1 El e v a t o r L o b b y 02 0 St a i r ST R 2 H H H 10 10 10 11 6 6 11 7 59 1415 3 12 CL B CL A CL C CL E CL D 8 9 CR CR CR CR CR CR C R CR C R CR CR CR 17 19 17 19 18 18 PS DSDS PS PS PS PS PS PS 16 16PS PS PS PS PS 3 CR 10 10 9 13 CL F DO O R 0 1 4 ? RX RX EL EL RX RX RX RX RX R No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 0 0 : 1 3 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t T120LOWER LEVEL FIRE ALARM &SECURITY PLANDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 LO W E R L E V E L F L O O R F I R E A L A R M A N D SE C U R I T Y P L A N CODED NOTES:1. PROVIDE SIGNAGE AT DOOR. "FIRE ALARM SECONDARY CONTROL PANEL".2. COORDINATE EXACT LOCATION WITH SITE PLANS.3. AUTOMATIC DOOR WITH SENSOR PLATES (ADA) AND MOTION DETECTORS TO OPEN BOTH DOORS.4. COORDINATE SECURITY/LOCK SYSTEMS WITH AUTOMATIC OPENER.5. DATA RACK: SHOWN FOR COORDINATION ONLY.6. CARD READERS LOCATED IN CAB, FOR CONTROL OF ACCESS TO EACH FLOOR. DURING FIRE ALARMING ALL ACCESS RESTRICTIONS SHALL BE REMOVED.7. IF THIS WALL IS NOT INSTALLED AS PART OF THIS PROJECT, LEAVE CABLE SLACK ABOVE CEILING LEVEL AND MOUNT DEVICE ON FAR WEST WALL TO BE MOVED LATER WITHOUT RE-ROUTING CABLE.8. RATED ROOM: ALL DEVICES SHALL BE RATED FOR THIS AREA.REFER TO ARCHITECTURAL PLANS FOR HAZARD RATING.9. THESE SMOKE DETECTOR UNITS SHALL BE SMOKE AND HEAT COMBINATION UNITS WITH TOTAL ADJUSTIBILITY FROM PANEL.10. HIGH HUMIDITY AREA. DEVICES IN THIS AREA SHALL BE RATED FOR HIGH HUMIDITY.11. SMOKE DETECTORS AT BOTTOM OF PIT. IF PIT BOTTOM IS OPEN WITH NO SEPARATION, ONLY (1) DETECTOR IS REQUIRED. MOUNT ON WALL AT 12" ABOVE PIT FLOOR. LAST 36" AT RACEWAY SHALL BE FLEXIBLE CONNECTION TO ALLOW FLEXIBILTY IN LOCATION OF DEVICES.12. SCOPE OF AUTOMATIC DOOR FOR THIS AREA SHALL BE PROVISIONAL ONLY. ROUGH-INS TO INCLUDE BOX AND CIRCUIT TO ABOVE ACCESSIBLE CEILING AND CIRCUITRY TO BOX ABOVE DOOR. PROVIDE STAINLESS STEEL BLANK COVER PLATES.13. FUTURE DUAL REQUEST TO EXIT PUSH PLATE.14. FIRE ALARM NAC PANEL. CONTRACTOR TO COORDINATE THE ACTUAL QUANTITY AND POWER REQUIREMENTS.15. FIRE ALARM TRANSPONDER PANEL. CONNECT TO EXISTING MAIN PANEL IN EXISTING BUILDING.16. PROVIDE ROUGHINS WI TH FLUSH BOXES, BLANK STAINLESS STEEL PLATES. AND RACEWAYS TO ABOVE CEILING FOR FUTURE AUTO-DOOR OPENER.17. TOUCHLESS REQUEST TO EXIT. COORDINATE EXACT LOCATION OF DEVICES WITH ARCHITECT PRIOR TO ROUGH-IN.18. PROVIDE MOTION SENSORS MOUNTED ON CEILING OR AT 9' 0 AFF FOR CONTROL OF DOOR.19. AT THIS LOCATION, PROVIDE ROUGH-IN ONLY FOR THIS DEVICE AND STAINLESS STEEL BLANK COVER PLATE.GENERAL NOTES:A. FIRE ALARM SYSTEM IS A VOICE EVACUATION SYSTEM.B. EXISTING BUILDING'S FIRE ALARM SYSTEM SHALL BE UPGRADED AS REQUIRED TO EXTEND SYSTEM TO NEW BUILDING.C. ALL FIRE ALARM DEVICES INSIDE STAIRWELLS MAY BE SURFACE MOUNTED.E. MOUNT ALL NAC PANELS AT 7'-0" A.F.F. TO CENTER OR 6" BELOW CEILING, WHICHEVER IS LOWER.F. ALL AUTOMATIC DOOR PUSH PLATES OR REQUEST TO EXIT DEVICES SHALL MEET ALL ADA REQUIREMENTS.G. ALL CABLES SHALL BE PLENUM RATED.H. ALL RACEWAY ENDS SHALL HAVE NYLON BUSHING. ALL BUSHINGS SHALL BE INSTALLED PRIOR TO PULLING CABLES. BUSHING SHALL NOT BE SPLIT TYPE. ALL BUSHINGS SHALL BE TAPED TO RACEWAYS.I. ALL DOORS WITH AUTOMATIC DOOR OPENERS SHALL OPEN DOORS UPON ACCEPTED CARD READ.J. APPROXIMATE LOCATION OF CCTV CAMERAS ARE SHOWN, COORDINATED FINAL LOCATION OF ASSOICATED OUTLET PRIOR TO ROUGH-IN.No. Date Description UP S (0.7 5 ~ 9 0 , 0 0 0 ~ ~ 2 . 5 " ) (0.7 5 ~ 1 2 0 , 0 0 0 ~ ~ 2 . 5 " ) 1 8 4 2 G GG G S S S F A C P S S S S S S In t e r n a t i o n a l 11 0 Ve s t i b u l e 11 1 Sh o w r o o m 11 2 En t r y 11 3 Ki t c h e n 10 5 Ca f e 10 3 Re c e p t i o n 11 4 M. R . R . 11 6 W. R . R . 11 7 W. R . R . 10 7 M. R . R . 10 8 ID F 10 9 Ja n . 10 6 Co r r i d o r 10 2 IT / E l e c 11 5 A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 XAA WP DS DB IC PB EL EL EL EL DS DS DS IC EL DS DS EL EL EL DS DS DS DS EL MD MD MD DSDS EL EL EL EL DS DS EL EL EL EL MD EL DS DS 3 MDMD DS EL DS EL DS 1 3 34 6 7 DS WP DSDS MD DS DS EL DS MD DSDS DSDS 3 FSTS 2 WP DS H H H H 12 12 8 9 9 9 9 12 15 FA R A 14 12 X M 10 13 C1 B C1 A C1 I 17 C1 D C1 C C1 F C1 G C1 E El e v a t o r EL E V 1 El e v a t o r EL E V 2 At r i u m 10 4 St a i r ST R 2 Ho l d i n g 10 5 D Pe d e s t r i a n Co n n e c t o r 10 1 St a i r ST R 1 St o r a g e 11 8 C1 J C1 H 16 16 16 16 12 12 12 19 20 11 11 PS 20 19 PS BZ BZ PS PS PS (S L I D I N G D O O R S ) (S L I D I N G D O O R S ) PS 23 PSMD PS 20 PS PS 20 PS 23 PS 20 PS PS 3 20 PS 20 CR CR CR CR CR CR CR CR CR CR C1 K 18 8 9 5 21 22 M 10 17 17 9 CR CR 21 22 CR BZ PS CREL MD PS C1 L C1 M RX EL EL RX RX RX RX RX RX RX R No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 5 1 : 2 0 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t T121FIRST FLOOR FIRE ALARM &SECURITY PLANDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 FI R S T F L O O R F I R E A L A R M A N D S E C U R I T Y PL A N CODED NOTES:1. KNOX BOX: MOUNTED 78" A.F.F. OR AS INSTRUCTED BY FIRE MARSHALL.2. FIRE ALARM NAC PANEL TO SERVE THIS FLOOR.3. AUTOMATIC DOOR WITH PUSH PLATES (ADA) AND MOTION DETECTORS TO OPEN BOTH DOORS.4. EMERGENCY BUTTON SHALL DIRECTLY ACTIVATE CALL TO SECURITY VIA COPPER LINES AND DEDICATED DIALER.5. COORDINATE LOCATION WITH FIRE MARSHAL AND ARCHITECT. MOUNTING HEIGHT WILL BE AROUND 10' A.F.G. UNIT SHALL BE VISIBLE FROM DRIVE ABOVE FENCE.6. INTERCOM STATION: 2-WAY COMMUNICATION BETWEEN MAIN ENTRY AND RECEPTION DESK.7. BUTTON SHALL AUTOMATICALLY OPEN BOTH SETS OF ENTRY DOORS.8. DATA RACK: SHOWN FOR COORDINATION ONLY.9. THESE SMOKE DETECTORS UNITS SHALL BE SMOKE AND HEAT COMBINATIONUNITS WITH TOTAL ADJUSTABILITY FROM PANEL.10. PROVIDE CONNECTION TO ALL KITCHEN EQUIPMENT'S FIRE EXTINGUISHING SYSTEM.11. PROVIDE MOTION SENSORS MOUNTED ON CEILING OR AT 9' 0" AFF FOR CONTROL OF DOOR.12. CAMERA: MOUNT ON CEILING IF IT EXIST OR AT 10' A.F.F.AIM TOWARDS DOOR.13. EXISTING MAIN FIRE ALARM CONTROL PANEL.14. CAMERA: MOUNT ON CEILING IF IT EXIST OR AT 10' A.F.F ON WALL. AIM TOWARDS RECEPTIONIST DESK.15. FIRE ALARM ANNUNCIATOR PANEL, FLUSH OR SEMI-FLUSH MOUNTED. COORDINATE LOCATION PRIOR TO ROUGH-IN WITH LOCAL FIRE MARSHALL.16. PROVIDE ADDITIONAL INDICATING DEVICES IN THIS AREA TO COMPENSATE FOR MOVABLE DISPLAY UNITS. (THIS UNIT IS IN ADDITION TO REQUIRED COVERAGE BUT IS INTENDED TO EXCEED REQUIREMENTS AND PROVIDE AN INDICATION ALERT SYSTEM TO COVER SHOWROOM AREAS WHEN DISPLAYS ARE BROUGHT INTO THIS AREA.) MOUNT IN CLEAN OPEN VISABLE SPACE ON BOTTOM OF STRUCTURAL STEEL.17. PROVIDE LOW VOLTAGE CABLE FROM HOOD CONTROLLER TO BUILDING MANAGEMENT SYSTEM.COORDINATE WITH MECHANICAL CONTRACTOR AND KITCHEN CONTRACTOR FOR LOCATIONS AND REQUIREMENTS.18. FIRE ALARM MODULE / RELAY TO BREAK POWER TO LOCK.TIED DIRECTLY TO FIRE ALARM PANEL.19. AT THIS LOCATION, PROVIDE ROUGH-IN ONLY FOR THIS DEVICE.20. TOUCHLESS REQUEST TO EXIT. COORDINATE EXACT LOCATION OF DEVICES WITH ARCHITECT PRIOR TO ROUGH-IN.21. AUTO OPERATOR ON BOTH DOORS. DOOR OPERATORS ARE NOT TIED TOGETHER.22. ALL DOORS ARE PROGRAMMABLE. THE INNER MOST SET OF DOORS REQUIRES CARD READER TO ENTER BUILDING AT ALL TIMES. EXTERIOR SET ARE SHALL BE TO FREE ENTRANCE DURING NORMAL BUSINESS HOURS AND SHALL LOCK AFTER HOURS.23. THIS DOOR WILL BE ACCESSIBLE FOR AFTER HOURS ENTRANCE VIA CARD READER.GENERAL NOTES:A. ALL PUSH PADS FOR AUTOMATIC DOORS WHERE DUAL UNITS ARE INDICATED ADJACENT SHALL BE A DUAL PUSH PLATES IN A SINGLE 4-SQUARE ROUGH-IN.B. COORDINATE WITH ARCHITE CTURAL DRAWINGS FOR ALL DEVICE ROUGH-IN LOCATIONS INCLUDING BUT NOT LIMITED TO PUSH PLATES, REQUEST TO EXIT, CARD READERS, AND ETC.C. ALL CAMERAS: OWNER SHALL REVIEW VIEW OF COVERAGE WITH CONTRACTOR AT/PRIOR TO PROJECT CLOSE OUT. CONTRACTOR SHALL PROVIDE ALL ADJUSTMENTS REQUESTED.D. APPROXIMATE LOCATION OF CCTV CAMERAS ARE SHOWN,COORDINATED FINAL LOCATION OF ASSOICATED OUTLET PRIOR TO ROUGH-IN.No. Date Description DN S 24 4 8 2 4 4 8 2 4 4 8 2 4 4 8 2 4 3 0 D H C C C CD S S S S S At r i u m 20 4 Me e t i n g R o o m 21 3 Co n f e r e n c e R o o m 20 7 W. R . R . 21 0 M. R . R . 21 1 ID F 21 2 Ja n . 20 9 Bu s i n e s s C e n t e r 22 0 W. R . R . 22 1 IT / E l e c 22 2 M. R . R . 22 3 Ca t e r i n g S t a g i n g 21 8 Me e t i n g R o o m 21 5 AV C l o s e t 21 7 Co n f e r e n c e R o o m 20 6 Co n f e r e n c e R o o m 20 5 A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 XAA WPWP EL EL EL DS DS DS EL DS EL DS MD MD EL DS DS EL FSTS EL DS MD MD 2 EL DS DS DS 10 1 4 3 4 3 C2 F C2 E C2 D C2 C C2 B C2 A 4 El e v a t o r EL E V 2 El e v a t o r EL E V 1 Me e t i n g R o o m 21 4 St a i r ST R 2 Ve s t i b u l e 20 8 St a i r ST R 3 St o r a g e 20 3 St a i r ST R 1 Br e a k - o u t A r e a 21 9 Pe d e s t r i a n Co n n e c t o r 20 1 Co r r i d o r 20 2 Me e t i n g R o o m 21 6 7 11 10 PS 7 11 PS CR CR 8 CR PS BZ DSDSDS 9 CR PS CR CRPS PS CR CR ELPSDS CR EL PS DS CR EL PS DS CR EL PSDS DS CR EL PS DS CR CR EL PS DS CR DS DS PS EL CR EL DS PS PS (N E A R R O O F LE V E L ) 6 6 C2 H DS C2 G 5 5 RX RX R No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 5 4 : 5 6 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t T122SECOND FLOOR FIRE ALARM &SECURITY PLANDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 SE C O N D F L O O R F I R E A L A R M A N D S E C U R I T Y PL A N CODED NOTES:1. AUTOMATIC DOOR WITH PUSH PLATES (ADA) TO OPEN BOTH DOORS.2. FIRE ALARM NAC PANEL, TO SERVE THIS FLOOR.3. DATA RACK: SHOWN FOR COORDINATION ONLY.4. CAMERA: MOUNT AT 10' A.F.F. AIM TOWARDS DOOR.5. SECURITY CONTROL PANELS. (3) PANELS MOUNTED VERTICALLY. COORDINATE WI TH SECURITY CONTRACTOR PRIOR TO MOUNTING.6. THESE SMOKE DETECTORS UNITS SHALL BE SMOKE AND HEAT COMBINATION UNITS WITH TOTAL ADJUSTIBILITY FROM PANEL.7. TOUCHLESS REQUEST TO EXIT. COORDINATE EXACT LOCATION OF DEVICES WITH ARCHITECT PRIOR TO ROUGH-IN.8. DELAYED ENTRY DOOR WITH MAG LOCK. 15 SECOND DELAY. DOOR SECURITY LOCK SHALL BE VIA RELAY AT THIS LOCATION CONTROLLED DIRE CTLY FROM FIRE ALARM CONTROLPANEL FOR EMERGENCY RELEASE IN THE EVENT OF FIRE ALARM.9. POWER FOR THIS DOOR'S SECURITY SYSTEM VIA POWER SUPPLY OFF NEAR DOOR.10. PROVIDE MOTION SENSORS MOUNTED ON CEILING OR AT 9' 0" FOR CONTROL OF DOOR.11. AT THIS LOCATION, PROVIDE ROUGH-IN ONLY FOR THIS DEVICE.GENERAL NOTES:A. FIRE ALARM SYSTEM IS A VOICE EVACUATION SYSTEM.B. EXISTING BUILDING'S FIRE ALARM SYSTEM SHALL BE UPGRADED AS REQUIRED TO EXTEND SYSTEM TO NEW BUILDING.C. ALL FIRE ALARM DEVICES INSIDE STAIRWELLS MAY BE SURFACE MOUNTED.E. MOUNT ALL NAC PANELS AT 7'-0" A.F.F. TO CENTER OR 6"BELOW CEILING, WHICHEVER IS LOWER.F. ALL AUTOMATIC DOOR PUSH PLATES OR REQUEST TO EXIT DEVICES SHALL MEET ALL ADA REQUIREMENTS.G. ALL CABLES SHALL BE PLENUM RATED.H. ALL RACEWAY ENDS SHALL HAVE NYLON BUSHING. ALL BUSHINGS SHALL BE INSTALLED PRIOR TO PULLING CABLES.BUSHING SHALL NOT BE SPLIT TYPE. ALL BUSHINGS SHALL BE TAPED TO RACEWAYS.I. ALL DOORS WITH AUTOMATIC DOOR OPENERS SHALL OPEN DOORS UPON ACCEPTED CARD READ.J. APPROXIMATE LOCATION OF CCTV CAMERAS ARE SHOWN,COORDINATED FINAL LOCATION OF ASSOICATED OUTLET PRIOR TO ROUGH-IN.No. Date Description R E F . R E F . S S S S Ci r c u l a t i o n 30 2 St o r a g e R o o m 33 2 M. R . R . 33 1 W. R . R . 33 0 IT / E l e c 33 3 W. R . R . 31 3 M. R . R . 31 2 Ja n . 31 4 ID F 31 1 A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 4. 3 A.4 DS EL FSTS DS EL EL 1 2 EL DS DS Me e t i n g 30 9 Me e t i n g 31 0 Me e t i n g 30 8 Me e t i n g 30 7 E- B u s i n e s s 30 3 Of f i c e 30 4 Of f i c e 30 5 St a i r ST R 2 Of f i c e 30 6 St o r a g e 35 1 Su p p l y C h a i n 35 0 El e v a t o r EL E V 2 El e v a t o r EL E V 1 El e v a t o r L o b b y 30 1 Of f i c e 31 6 Me e t i n g 31 7 VP O f f i c e 31 8 HR D e p t . 31 5 Of f i c e 32 0 Of f i c e 32 1 Of f i c e 32 3 Of f i c e 32 2 Of f i c e 32 4 Of f i c e 32 5 Li b r a r y 32 7 Of f i c e 32 6 Ki t c h e n e t t e 32 9 St a i r ST R 1 Of f i c e 34 5 Of f i c e 34 6 Of f i c e 34 4 Of f i c e 34 3 VP O f f i c e 33 6 Of f i c e 33 5 Of f i c e 33 7 Of f i c e 34 0 Of f i c e 34 1 Of f i c e 34 2 Of f i c e 33 9 Of f i c e 33 8 In t e r n a t i o n a l 33 4 Of f i c e 34 7 Of f i c e 34 8 Of f i c e 34 9 3 3 C3 B C3 A PS PS PS PS CR CR CR CR 4 4 C3 C R No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 0 4 : 3 7 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t T123THIRD FLOOR FIRE ALARM &SECURITY PLANDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 TH I R D F L O O R F I R E A L A R M A N D S E C U R I T Y PL A N CODED NOTES:1. FIRE ALARM NAC PANEL.2. THIS FLOOR'S NAC PANEL SHALL ALSO TEMPORARILY SERVE THE FLOOR ABOVE.3. DATA RACK: SHOWN FOR COORDINATION ONLY.4. THESE SMOKE DETECTORS UNITS SHALL BE SMOKE AND HEAT COMBINATIONUNITS WITH TOTAL ADJUSTIBILITY FROM PANEL.GENERAL NOTES:A. FIRE ALARM SYSTEM IS A VOICE EVACUATION SYSTEM.B. EXISTING BUILDING'S FIRE ALARM SYSTEM SHALL BE UPGRADED AS REQUIRED TO EXTEND SYSTEM TO NEW BUILDING.C. ALL FIRE ALARM DEVICES INSIDE STAIRWELLS MAY BE SURFACE MOUNTED.E. MOUNT ALL NAC PANELS AT 7'-0" A.F.F. TO CENTER OR 6" BELOW CEILING, WHICHEVER IS LOWER.F. ALL AUTOMATIC DOOR PUSH PLATES OR REQUEST TO EXIT DEVICES SHALL MEET ALL ADA REQUIREMENTS.G. ALL CABLES SHALL BE PLENUM RATED.H. ALL RACEWAY ENDS SHALL HAVE NYLON BUSHING. ALL BUSHINGS SHALL BE INSTALLED PRIOR TO PULLING CABLES. BUSHING SHALL NOT BE SPLIT TYPE. ALL BUSHINGS SHALL BE TAPED TO RACEWAYS.I. ALL DOORS WITH AUTOMATIC DOOR OPENERS SHALL OPEN DOORS UPON ACCEPTED CARD READ.J. APPROXIMATE LOCATION OF CCTV CAMERAS ARE SHOWN,COORDINATED FINAL LOCATION OF ASSOICATED OUTLET PRIOR TO ROUGH-IN.No. Date Description S S S A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 4. 3 A.4 DS EL FSTS DS EL RT U - 1 RT U - 2 RT U - 3 RT U - 4 C4 A C4 B C4 C K MU A - 1 PS PS CR CR 2 24L 4 4H 1 K RF - 1 K K K K K K K K K K K K K K K K K K K K K K 3 3 3 3 3 3 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 0 2 : 3 4 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t T124FOURTH FLOOR FIRE ALARM &SECURITY PLANDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 FO U R T H F L O O R F I R E A L A R M A N D S E C U R I T Y PL A N GENERAL NOTES:A. ALL FIRE ALARM DEVICES ON THIS FLOOR SHALL BE SERVED FROM "NAC" PANEL LOCATED ON FLOOR BELOW.B. ALL DEVICES SHALL BE SURFACE MOUNTED ON THIS FLOOR.C. APPROXIMATE LOCATION OF CCTV CAMERAS ARE SHOWN,COORDINATED FINAL LOCATION OF ASSOICATED OUTLET PRIOR TO ROUGH-IN.CODED NOTES:1. NO SPRINKLERS ARE LOCATED AT THE ELEVATOR SHAFT CEILING. SHUNT TRIP PROVISIONS AT OCP SHALL BE PART OF BASE BID. ROUTE SHUNT TRIP 120V CONTROL TO ELEVATOR CONTROLLER FOR FUTURE USE. LABEL DEDICATED J-BOX ABOVE ELEVATOR CONTROL PANEL.2. THESE SMOKE DETECTOR UNITS SHALL BE SMOKE AND HEAT COMBINATION UNITS WITH TOTAL ADJUSTABILITY FROM PANEL. LEAVE 15' OF SLACK IN THIS DEVICES CABLE TO BE RELOCATED TO ELECTRICAL ROOM LATER.3. PROVIDE (2) 'K' RESET UNITS, AND (2) 'RI' REMOTE INDICATORS FOR EACH PIECE OF ROOF EQUIPMENT.No. Date Description S D S D S D S D S D S D S D S D S D A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 4. 3 A. 4 WP DS FSTS 1 2 2 2 2 1 RT U - 4 RT U - 1 RT U - 3 RT U - 2 CR A CR I CR H CR G CR F CR B CR C CR D CR E WP WP 1 3 3 3 3 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 0 2 : 4 1 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t T125TELECOM ROOF PLANDelta Faucet Headquarters ExpansionD. JAMESM. EADS10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 RO O F F L O O R F I R E AL A R M A N D S E C U R I T Y PL A N CODED NOTES:1. MOUNT TO SCREEN WALL.2. PROVIDE ROOF SUPPORT FOR EACH CAMERA. REFER TO CAMERA SCHEDULE AND NOTES.3. PROVIDE DUCT SMOKE DETECTORS IN SUPPLY AND RETURNS. EACH UNIT SHALL HAVE A MONITORING MODULE AND A KEY RESET ON FOURTH FLOOR. ONLY ONE SMOKE DETECTOR SHOWN PROVIDE (2).No. Date Description TMGB TGB B 6 7 8 BL 3 HMDP BXUL1 BH1 TBD BL 1 El e c t r i c a l R o o m 03 0 4 3 6 11 8 TB A BL D P 1 TBE BX H 1 AT S - 1 C 3 AV C l o s e t 21 7 9 6 4 3 51 92 11 2 10 7 2L 4 (T Y P . ) No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 0 2 : 4 6 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t T401TELECOM ROOM ENLARGED PLANSDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 2 " = 1 ' - 0 " 2 ENLARGED PLAN - ROOM 030 CODED NOTES:1. TGB: 4" X 12" PRC TAPPED ON 32" INSULATED STANDOFFS. MOUNT AT 7'-0" A.F.F ON PLYWOOD BACK BOARD.2. (2) DEDICATED POWER CIRC UITS ON UPS POWER, AT 7'-0" A.F.F. SURFACE MOUNTED. REFER TO POWER PLANS.(MAINTAIN 4" MIN. CLEARANCE BELOW TRAY)3. 12"W X 4"D CABLE TRAY AT 18" ABOVE TOP RACK. PROVIDE CONTINUOUS GROUNDING CABLE. ATTACH GREEN GROUNDING CABLE TO 'TBG' AND MECHANICAL LY FASTEN TO EACH SECTION OF THE TRAY BUT DO NOT EXCEED 8' BETWEEN FASTENERS. UL GROUNDING LUG ONLY APPROVED FOR USE.4. TRANSITION UP TO ELEVATION OF CABLE TRAY IN CORRIDOR.5. SECURE DATA RACKS TO FLOOR. ANCHORS SHALL BE INSULATED AND NOT MAKE CONTACT WITH BUILDING STEEL.PROVIDE GROUND CONNECTION TO TRAY AND TO 'TGB'.6. REFER TO THROUGH-WALL SLEEVE DETAIL. PROVIDE A MINIMUM OF (2) SLEEVES, DO NOT EXCEED A 40% FILL RATIO CAPACITY. PROVIDE ADDITIONAL SLEEVES AS REQUIRED.7. (4) 4" SLEEVES MINIMUM THROUGH FLOOR.8. (4) 4" SLEEVES MINIMUM THROUGH CEILING IN THIS AREA. SEE DRAWING FOR FLOOR ABOVE.9. 3/4" PLYWOOD AS SHOWN ON THIS WALL FROM 10" A.F.F. TO 8'-10" A.F.F. INSTALL ON 1" STAND OFFS, STANDOFFS SHALL BE 18" ON-CENTER AND FULL LENGTH OF BOARD.10. VERTICAL WIRE MANAGEME NT FLOOR TO CEILING AT ALL PENETRATIONS IN FLOOR OR CEILING.11. CABLE TRAY. SEE TELECOM FLOOR PLANS FOR CONTINUATION.12. 4" SLEEVES THROUGH CEILING IN THIS AREA. SEE DRAWING FOR FLOOR ABOVE. 1 / 2 " = 1 ' - 0 " 1 EN L A R G E D P L A N - R O O M 2 1 7 No. Date Description S T G B S T G B STGBJ STGB TGB S OS S T G B S T G B OS H 5 2X U L 2 2L 2 2H 2 ID F 21 2 7 6 3 5 4 9 2 1 10 13 12 11 16 15 17 'B 1 ' 'B 2 ' B 7 8 2H 1 2L 1 2L 3 2X U L 1 IT / E l e c 22 2 4 31 2 5 9 6 7 10 13 15 17 16 H53H23L2IDF3113491576210131118121715 B783H1 3L1 3L3IT/Elec 333103 627194 1317155 H 5 ID F 01 3 Me c h a n i c a l 01 2 Co r r i d o r 00 5 6 4 3 192 5 13 14 15 TB F 12 10 17 B 7 8 1H 1 1L 1 IT / E l e c 11 5 1 4 3 5 9 2 6 10 7 13 17 15 8 H 5 1H 2 1L 2 ID F 10 9 7 9 3 4 2 5 6 1 10 13 11 15 17 12 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 5 3 : 4 4 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t T402TELECOM ROOM ENLARGED PLANSDelta Faucet Headquarters ExpansionD. JAMESM. EADS10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review CO D E D N O T E S : 1. T G B : 4 " X 1 2 " P R C T A P P E D O N 3 2 " I N S U L A T E D ST A N D O F F S . M O U N T A T 7 ' - 0 " A . F . F O N P L Y W O O D B A C K BO A R D . 2. ( 2 ) D E D I C A T E D P O W E R C I R C U I T S , A T 7 ' - 0 " A . F . F . S U R F A C E MO U N T E D . R E F E R T O P O W E R P L A N S . ( M A I N T A I N 4 " M I N . CL E A R A N C E B E L O W T R A Y ) 3. 1 2 " W X 4 " D C A B L E T R A Y A T 1 8 " A B O V E T O P R A C K . P R O V I D E CO N T I N U O U S G R O U N D I N G C A B L E . A T T A C H G R E E N G R O U N D I N G CA B L E T O ' T B G ' A N D M E C H A N I C A L L Y F A S T E N T O E A C H S E C T I O N OF T H E T R A Y B U T D O N O T E X C E E D 8 ' B E T W E E N F A S T E N E R S . U L GR O U N D I N G L U G O N L Y A P P R O V E D F O R U S E . 4. T R A N S I T I O N U P T O E L E V A T I O N O F C A B L E T R A Y I N CO R R I D O R . 5. S E C U R E D A T A R A C K S T O F L O O R . A N C H O R S S H A L L B E IN S U L A T E D A N D N O T M A K E C O N T A C T W I T H B U I L D I N G ST E E L . P R O V I D E G R O U N D C O N N E C T I O N T O T R A Y A N D TO ' T G B ' . 6. R E F E R T O T H R O U G H - W A L L S L E E V E D E T A I L . P R O V I D E A MI N I M U M O F ( 2 ) S L E E V E S , L E A V E A M I N I M U M O F 5 0 % SP A R E C A P A C I T Y . P R O V I D E A D D I T I O N A L S L E E V E S A S RE Q U I R E D . 7. 4 " S L E E V E S T H R O U G H F L O O R . 8. P U N C H B L O C K S F O R C O P P E R . 9. 3 / 4 " P L Y W O O D A S S H O W N O N T H I S W A L L F R O M 1 0 " A . F . F . T O 8' - 1 0 " A . F . F . I N S T A L L O N 1 " S T A N D O F F S , S T A N D O F F S S H A L L BE 1 8 " O N - C E N T E R A N D F U L L L E N G T H O F B O A R D . 10 . V E R T I C A L W I R E M A N A G E M E NT F L O O R T O C E I L I N G A T AL L P E N E T R A T I O N S I N F L O O R O R C E I L I N G . 11 . N A C P A N E L . P R O V I D E ( 1 ) P E R F L O O R . M O U N T 6 ' - 0 " T O B O T T O M . 12 . L I G H T I N G C O N T R O L C A B I N E T . 13 . C A B L E T R A Y . S E E T E L E C O M F L O O R P L A N S F O R CO N T I N U A T I O N . 14 . F I R E A L A R M T R A N S P O N D E R P A N E L . 15 . 4 " S L E E V E S T H R O U G H C E I L I N G I N T H I S A R E A . S E E D R A W I N G FO R F L O O R A B O V E . I F N O N E A R E S H O W N , P R O V I D E ( 3 ) 4" S L E E V E S . 16 . S E C U R I T Y C O N T R O L P A N E L S . M O U N T A L L P A N E L S S T A C K E D VE R T I C A L L Y . 17 . P R O V I D E D E D I C A T E D 1 2 0 V / 2 0A C I R C U I T S F O R A L L S Y S T E M PA N E L S A N D C O N T R O L L E R S L O C A TE D I N T H I S A R E A . R E F E R TO P O W E R P L A N S F O R A D D I T I O N A L I N F O R M A T I O N . 18 . P R O V I D E ( 2 ) N A C P A N E L S O N T H I R D F L O O R . T H E E X T R A PA N E L W I L L B E R E L O C A T E D T O T H E F O U R T H F L O O R A T TH E T I M E O F F O U R T H F L O O R B U I L D - O U T . P R O V I D E E N O U G H CO I L E D C A B L E T O P R O V I D E F O R R E L O C A T I O N O F P A N E L WI T H O U T R O U T I N G N E W C A B L E . 1 / 2 " = 1 ' - 0 " 3 EN L A R G E D P L A N - R O O M 2 1 2 1 / 2 " = 1 ' - 0 " 6 EN L A R G E D P L A N - R O O M 2 2 2 1/2" = 1'-0"4 ENLARGED PLAN - ROOM 311 1/2" = 1'-0"7 ENLARGED PLAN - ROOM 333 GE N E R A L N O T E S : A. M A I N T A I N A L L W A L L A N D F L O O R R A T I N G S . 1 / 2 " = 1 ' - 0 " 1 EN L A R G E D P L A N - R O O M 0 1 3 1 / 2 " = 1 ' - 0 " 5 EN L A R G E D P L A N - R O O M 1 1 5 1 / 2 " = 1 ' - 0 " 2 EN L A R G E D P L A N - R O O M 1 0 9 No. Date Description 1S T F L O O R 2N D F L O O R 3R D F L O O R 4T H F L O O R LO W E R L E V E L EXISTING MDF ID F RA C K 1A - 1 , 2 ID F RA C K 1B - 1 ID F RA C K LB - 1 ID F RA C K ID F RA C K ID F RA C K ID F RA C K ID F RA C K (F U T U R E ) ID F RA C K (F U T U R E ) 2A - 1 , 2 2B - 1 3A - 1 , 2 3B - 1 4A - 1 , 2 4B - 1 A/ V RA C K 2A V - 2 A/ V RA C K 2A V - 1 7 7 (C E L I N G ) 16 16 17 RM 3 1 1 RM 3 3 3 RM 2 1 2 RM 1 0 9 RM 0 1 3 7 7 RM 2 2 2 IT / E L E C 1 1 5 EL E C T R I C R O O M 0 3 0 13 19 1 8 (T Y P I C A L ) 7 7 7 7 22 8 (T Y P I C A L ) (6 ) P A I R C O P P E R T O 11 0 B L O C K S I N I D F - 1 - 3 . 22 22 22 22 22 2222 (C E L I N G ) (C E L I N G ) (C E L I N G ) (C E L I N G ) 9 15 4 5 6 (T Y P I C A L ) 1 14 10 25 P A I R CO P P E R CO N N E C T O R - L L CO N N E C T O R - 1 S T F L O O R LO W E R L E V E L O F E X I S T I N G F L O O R 1S T F L O O R O F E X I S T I N G F L O O R 9 (T Y P I C A L ) (I D F - B - 2 ) (I D F - 1 - 4 ) (I D F - 2 - 3 ) (I D F - 3 - 2 ) (I D F 3 - 1 ) (I D F - 2 - 4 ) (I D F - 1 - 3 ) CA B L E T R A Y 7 EX I S T I N G B U I L D I N G NE W B U I L D I N G EL E C T R I C A L R O O M EL E C T R I C A L R O O M 1S T F L O O R O F E X I S T I N G F L O O R LO W E R L E V E L O F E X I S T I N G F L O O R 1ST FLOOR OF EXISTING FLOOR EXISTING PHONE ROOM(CELING)NEW 25 PAIR COPPER VOICE CABLE 21 EXISTING WALL BOARD AND COPPER PUNCH DOWN BLOCKS NEW 110 BLOCKSOWNER TO PROVIDE PATCH OVER 21 (C E L I N G ) (C E L I N G ) (CELING) 12 LA D D E R T R A Y SU P P O R T LA D D E R T R A Y SU P P O R T (PROVIDE SLACK CABLE ABOVE CEILING)PROVIDE WIRE/CABLE VERTICAL MANAGEMENT CO R E S A S R E Q U I R E D 2 3 19 2 0 9 (T Y P I C A L ) (W O R K S T A T I O N ) (2 ) C A T 6 C A B L E S F O R A L L DE S K S , P R I N T E R S , E T C . (T Y P I C A L ) 6" C O N C R E T E CU R B (A L L A V C A B L E S S H A L L B E RO U T E D O V E R H E A D O N LO W E R L E V E L ) RO O M S C H E D U L E U N I T S (1 ) C A T 6 C A B L E F O R A L L R O O M SC H E D U L I N G U N I T S ( T Y P I C A L ) 17 17 9 (T Y P I C A L ) (1 ) C A T 6 C A B L E FO R A L L S I G N A G E (T Y P I C A L ) DI G I T A L S I G N A G E (M O U N T A D J A C E N T T O PO W E R R E C E P T A C L E . ) RM 2 1 7 (A V - 2 - 1 ) (6 ) D O U B L E D U P L E X R E C E P T A C L E S , E A C H WI T H D E D I C A T E D 1 2 0 / 2 0 A C I R C U I T S . WA P (1 ) C A T 6 C A B L E (T Y P I C A L ) 17 (1 ) C A B L E WA L L P H O N E (2 ) C A B L E S (T Y P I C A L ) (T Y P I C A L F U R N I T U R E PA R T I T I O N F E E D ) CODED NOTES :1. RACK: ALL RACKS PROVIDED BY THIS CONTRACTOR.2. ROUTE ALL CABLES FOR WEST SI DE OF BUILDING UP THROUGH RM-013.3. ROUTE ALL CABLES FOR EAST SIDE OF BUILDING UP THROUGH RM-030.4. CABLE TRAY-HORIZONTAL IN 'IT' ROOMS.5. WIRE MANAGEMENT VERTICAL. (TYPICAL ALL CLOSETS)6. SLEEVES: BETWEEN ALL FLOORS IN EACH IT/DATA/ELECTRICAL ROOM. (4TH FLOOR INCLUDED) PROVIDE A MINIMUM OF FOUR 4"SLEEVES IN EACH IDF ROOM BETWEEN FLOORS, WITH (1) BEING A SPARE. PROVIDE ALL REQUIRED ADDITIONAL SLEEVES BASED ON ACTUAL INSTALLED CABLES NOT TO EXCEED 40% FULL.PROVIDE ALL SLEEVES AND MAINTAIN RATINGS OF FLOORS AND WALLS.7. BASKET TYPE CABLE TRAY OUTSIDE OF 'IT' ROOMS.COORDINATE ROUTINGS WITH ALL TRADES PRIOR TO PURCHASE AND TO ROUGH-IN. TRAY SHALL BE USED FOR ALL DATA CABLES,COMMUNICATION CABLES, LO W VOLTAGE CONTROL CABLES,SPEAKER CABLES, CCTV CABLES, AV, AND ETC. MINIMUM TRAY SIZE SHALL BE 8" W X 2" DEEP UNLESS OTHER MINIMUM SIZE IS INDICATED. SHALL BE BASED ON ALL CABLES ROUTED WITHIN AND SHALL NOT EXCEED 40% FULL.8. ROUTE (2) CAT 6 CABLES TO EVERY STATION JACK. ROUTE ONLY ONE CABLE TO WALL PHONE ONLY JACKS, ROOM RESERVATION,AND DIGITAL SIGNAGE.9. SUPPORT ALL CABLE ROUTED ALONG CEILING IN EXISTING BUILDING WITH J-HOOKS WHERE NOT IN TRAY. NO CABLE SHALL SAG MORE THAN 2". PROVIDE ADEQUATE SUPPORT.10. FIBER HOME RUN: (COMMSCOPE INDOOR / OUTDOOR TIGHT BUFFERED FIBER-OPTIC CABLE. MODEL # 76013498 /P-024-OZ-5K-FSUBK. INTERLOCKING ALUMINUM ARMORED WITH PLENUM JACKET, 24 FIBER SINGLE UNIT CABLES.) PROVIDE DEDICATED FIBER FROM EXISTI NG BUILDING MAIN FRAME AT FAR NORTH END OF BUILDING TO EVERY SET OF RACKS, VIA J-HOOKS IN EXISTING BUILDING AND TRAY IN NEW BUILDING.FIBER HOME RUNS SHALL BE ARMORED FIBER OPTIC CABLE.REFER TO 'DATA RACK SCHEDULE'.11. TRAY AND CABLES IN LOWER LEVEL: ALL SHALL BE INSTALLED NEAT AND IN STRAIGHT LINES. ALL TRAY IN EXPOSED AREAS ARE SUBJECT TO HIGH MOISTURE AND SHALL BE INSTALLED IN A MANNER THAT IS NEAT IN APPEARANCE TO PUBLIC.12. PROVIDE COILED CABLE UP AT DECK LEVEL OF 10' FOR EVERY CABLE ROUTED TO NEW BUILDING. ALL CABLES SHALL BE LABELED EVERY 10' AND IN ACCESSIBLE EXPOSED AREAS WITH SOURCE AND DESTINATION POINTS.13. ALL CABLES TO SUPPORT ALL AV AND LIGHTING CONTROL FUNCTION FOR ALL SECOND FLOOR.14. SURFACE MOUNTED DOUBLE DUPLEX RECEPTACLES, MIN. TWO PER CLOSET, WITH DEDICATED CIRCUITS. (TYPICAL)15. NEW (4) 110 BLOCKS, ALL COPPER SHALL BE PUNCHED HERE.PROVIDE ALL JUMPERS AT THIS LOCATION AS REQUIRED.16. FIBER HOME RUN COILED AT DECK FOR 4TH FLOOR TEST AND TERMINATE. (MIN. 30' AT DECK)17. FLOOR BOX OR RISE UP IN WALL WHERE INDICATED ON DRAWING. (TYPICAL)18. WALL STATION (2) DATA JACKS IN PLATE WITH (4) SPARE PORTS.(6 PORT JACK) HUBBLE PREMISE CATEGORY 6 MODULAR JACKS WITH HUBBLE INFIN-E-STATION PLATE. STANDARD 6 PORT OPENING.19. WALL STATION ROUGH-IN: ROUGH-IN UTILITY RING AND STRING TYPE ROUGH-IN IS ALLOWABLE. WHERE SPARE STATIONS OR JACKS ARE INDICATED. PROVIDE BOX AND CONDUIT TO ACCESSIBLE CEILING SPACE WHERE CEILINGS ARE NOT ACCESSIBLE. (TYPICAL)20. WHERE JACKS ARE INSTALLED ON EXPOSED MASONRY WALLS,JACKS SHALL BE SURFACE MOUNTED IN 4" SQUARE BOX, SINGLE GANG MUD RING, AND 1" CONDUI T MIN. ROUTE CONDUIT UP TO 12" BELOW DECK AND TURN OUT. PROVIDE NYLON BUSHING ON RACEWAY END PRIOR TO CABLE PULL. ALL BUSHINGS SHALL BE TAPPED.21. PROVIDE SURGE PROTECTION FOR ALL METALLIC LINES,CABLES, AND TRACERS ROUTED IN BUILDINGS.22. BLACKED OUT CEILING FIRST FLOOR: FOR ALL AREAS WITH "BLACKED" OUT CEILINGS, ALL CABLES SHALL BE ROUTED IN BLACK INNERDUCT IN J-HOOKS WH ERE NOT IN TRAY. ALL TRAYS SHALL BE SOLID BLACK TRAY TO HIDE INDIVIDUAL CABLES. THIS ONLY NEEDS TO OCCUR WHERE OPEN CEILING EXIST AND 4'BEYOND / INTO AREAS WITH CEILING. 4' O F S P A R E C A B L E AB O V E O F F F I C E J A C K S (T Y P I C A L ) GE N E R A L N O T E S : A. A L L J A C K S S H A L L B E S E R V E D O U T O F R A C K S O N T H E S A M E F L O O R W I T H T H E F O L L O W I N G E X C E P T I O N S : i) 4 T H F L O O R F R O M 3 R D F L O O R D E D I C A T E D S W I T C H . ii ) L O W E R L E V E L I S S P L I T 6 0 / 4 0 F O R M I D F - B - 2 4 0 % , A N D ID F - 1 - 3 6 0 % . B. C A B L I N G S E R V I N G J A C K S W E S T O F C O L U M N ' F ' S H A L L B E W I R E D BA C K T O W E S T ' I D F ' R O O M , A N D A L L C A B L I N G S E R V I N G . C. T H E D E S I G N D E P I C T E D O N T H E S E D R A W I N G S I S A S C H E M A T I C I N NA T U R E A N D I S I N T E N D E D T O S U P P L E M E N T T H E S P E C I F I C A T I O N S AN D T H E R E Q U I R E D W O R K I M P L I D E B Y T H E D R A W I N G S A N D SP E C I F I C A T I O N S O F O T H E R T R A D E S . N O T A L L R E Q U I R E M E N T S O R SY S T E M D E T A I L S A R E S H O W N O N T H I S D R A W I N G . T H E D R A W I N G S AN D S P E C I F I C A T I O N S I N D I C A T E A B S O L U T E M I N I M U M RE Q U I R E M E N T S . 15 (T Y P I C A L ) 22 22 22 11 11 17 17 14 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 0 3 : 0 4 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t T501TELECOM DETAILSDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review NT S 1 DE T A I L - D A T A / V O I C E C A B L E R O U T I N G No. Date Description GE N E R A L N O T E : A. M A I N T A I N C L E A R S P A C E A R O U N D RA C K S A S L I S T E D : 3 F T M I N I N F R O N T / B A C K 2 F T M I N . O N S I D E S CO D E D N O T E S : 1. P R O V I D E 2 4 " W x 7 8 " H x 1 6 " D FL O O R M O U N T E D R E L A Y S T Y L E OP E N R A C K . C O O R D I N A T E WI T H P O W E R P L A N S . P R O V I D E IN S T A L L A T I O N T O M E E T A L L NE C R E Q U I R E M E N T S . R E F E R T O SP E C I F I C A T I O N S F O R A D D I T I O N A L 2. P R O V I D E 2 U F I B E R O P T I C TE R M I N A T I O N C A B I N E T ( F P P ) WI T H ( 2 ) 1 2 S T R A N D C O U P L E R PA N E L S W I T H D U P L E X CO N N E C T O R S F O R F I B E R O P T I C BA C K B O N E . 3. P R O V I D E 1 U F I B E R / C O P P E R SW I T C H A N D A L L P A T C H C A B L E S . 4. P R O V I D E 4 8 P O R T ( C P P ) CA T E G O R Y 6 C O P P E R P A T C H PA N E L F O R H O R I Z O N T A L DA T A . 5. R E F E R T O R A C K A N D P A T C H PA N E L S C H E D U L E F O R E A C H ID F A N D A V C L O S E T . - A L L A V R E L A T E D E Q U I P M E N T SH A L L B E I N S T A L L E D H E R E . 8" B E T W E E N R A C K S SC O P E . 6. 1 U S P A C E B E T W E E N S E T S . 7. S U R F A C E M O U N T E D D O U B L E DU P L E X R E C E P T A C L E S A D J A C E N T TO A L L R A C K S W I T H D E D I C A T E D 12 0 V / 2 0 A C I R C U I T S . (2 ) F I B E R P A I R S P E R CP P T O M D F . ( D O E S NO T I N C L U D E A N Y SP A R E S S C H E D U L E D ) (C O N S U L T W I T H A V S U P P L I E R ) 8. F I B E R C O P P E R S W I T C H A N D P A T C H PA N E L F O R C C T V O N L Y . - A L L A V / L I G H T I N G C O N T R O L IN T E R F A C E W I T H C R E S T R O N EQ U I P M E N T S H A L L B E IN S T A L L E D H E R E . ( C O N S U L T WI T H A V S U P P L I E R A N D LI G H T I N G C O N T R O L S SU P P L I E R . ) SP A C E 9. A V C O N T R A C T O R S H A L L P R O V I D E IN D I V I D U A L U P S U N I T S , R A C K M O U N T E D AS R E Q U I R E D T O P R O V I D E O R D E R L Y SH U T D O W N O F A L L E Q U I P M E N T R A C K MO U N T E D . 10 . I F A L T E R N A T E I S T A K E N T O R E M O V E UP S F E E D E R , F R O M E X I S T I N G B U I L D I N G , PR O V I D E I N D I V I D U A L U P S U N I T S , R A C K MO U N T E D , A S R E Q U I R E D T O P R O V I D E OR D E R L Y S H U T D O W N O F A L L E Q U I P M E N T . 2 1 2 4 4 1 4 4 RE S E R V E D T O RE M A I N E M P T Y 5 UP S S K W RE S E R V E D T O RE M A I N E M P T Y 5 DA T A R A C K AV R A C K ( T Y P I C A L O F 2 ) 18 " 1 8 " 7 7 72 " A F F 72 " A F F 3 6 6 6 8 9 18 " 1 8 " 7 7 72 " A F F 72 " A F F 10 NO T E S : 1. A L L C O N D U I T S A N D S L E E V E S N O T T E R M I N A T I N G I N A J U N C T I O N B O X S H A L L B E T E R M I N A T E D WI T H A P L A S T I C C O N D U I T B U S H I N G B Y C O N T R A C T O R P R I O R T O P U L L I N G C A B L E . 2. I F " J - H O O K S " A R E S U B S T I T U T E D FO R C O N D U I T , T H E F O L L O W I N G C O N D U I T S M A Y N O T B E EL I M I N A T E D . A. T H E C O N D U I T U P A N D T U R N E D O U T T O A B O V E C E I L I N G L I N E F R O M B A C K B O X B. A C O N D U I T S T U B F R O M A B O V E C E I L I N G L I N E I N S A M E A R E A , T H R O U G H W A L L A N D SE C U R E D T O C A B L E T R A Y W H E R E C E I L I N G I S N O T A C C E S S I B L E . C. A L L C O N D U I T E N D S S H A L L H A V E B U S H I N G S A N D B E L A B E L E D . WH E R E B O X I S S U R F A C E D M O U N T E D . 3. W H E R E D E V I C E S A R E I N S T A L L E D I N FI N I S H E D A R E A S W I T H P L A S T E R W A L L S A N D A C C E S S I B L E CE I L I N G S , T H E R O U G H - I N M A Y B E A " R I N G A N D S T R I N G " T Y P E O F R O U G H - I N , U N L E S S T H E RO U G H - I N I S N O T E D A S S P A R E O R F U T U R E I N N A T UR E . W H E R E D E V I C E S A R E I N S T A L L E D , N O R A C E W A Y NE E D S T O B E I N S T A L L E D U N L E S S T H E E X C E P T I O N S A R E M E T . I E : S U R F A C E D M O U N T E D , E T C . 4. A L L D A T A / T E L E C O M B O X E S S H A L L B E M I N . 4 " S Q U A R E B O X W I T H S I N G L E G A N G O P E N I N G . PR O V I D E M U D R I N G W H E R E A P P L I C A B L E . BA C K B O X WA L L CA B L E T R A Y CO N D U I T T O B E S E C U R E D T O T H E SI D E O F T H E C A B L E T R A Y . HO R I Z O N T A L C A B L I N G FI N I S H E D C E I L I N G NO N - A C C E S S I B L E MI N I M U M 1 " C O N D U I T WI T H P U L L S T R I N G TE L E C O M M U N I C A T I O N S OU T L E T AV AV AV AV AV (D ) (C ) (D ) (C ) CO N N E C T T O C I R C U I T AS I N D I C A T E D O N PO W E R F L O O R P L A N S JU N C T I O N B O X S H A L L B E LO C A T E D A D J A C E N T T O A 20 A , 1 2 0 V R E C E P T A C L E (M A X I M U M 3 6 " ) CO N N E C T T O C I R C U I T AS I N D I C A T E D O N PO W E R F L O O R P L A N S TO A V C L O S E T PU L L W I R E I N 1 " CO N D U I T PU L L W I R E I N 1 - 1 / 2 " C O N D U I T , I N S T A L L WI T H M I N I M I M B E N D S . A L L C A B L E S SH A L L B E I N S T A L L E D P E R A V CO N T R A C T O R ' S R E Q U I R E M E N T S . 12 " W x 1 2 " L X 6" D E E P J U N C T I O N BO X A B O V E C L G . OU T L E T S S H A L L B E I N S T A L L E D I N T H E PR O J E C T O R M O U N T I N G P L A T E . P R O V I D E 2' X 2 ' P R O J E C T O R M O U N T I N G P L A T E W I T H A O F F O U R S I N G L E G A N G K N O C K O U T S AN D O N E P R O J E C T O R M O U N T I N G C O L U M N ; BY C H I E F , P A R T N U M B E R C M A 4 5 0 O R AP P R O V E D E Q U A L . DA T A C A B L I N G : (2 ) D A T A C A T 6 S E R I E S C A B L E S SH A L L B E R O U T E D T O T H E PR O J E C T O R U N I T , D A T A J A C K I N T H E CE I L I N G , F R O M T H E S E R V E R . O N E O F TH E S E D A T A C A B L E S S H A L L TE R M I N A T E A T T H E C E I L I N G M O U N T E D OU T L E T , A N D T H E S E C O N D C A B L E SH A L L E X T E N D T O T H E " A V " O U T L E T MO U N T E D O N T H E W A L L ( D ) . AN O T H E R C A T 6 C A B L E S H A L L B E RO U T E D B E T W E E N T H E C E I L I N G A N D WA L L B O X A N D T E R M I N A T E I N A JA C K ( V I O L E T C O L O R) F O R C O N T R O L (C ) O R S I G N A L B E T W E E N W A L L U N I T AN D C E I L I N G U N I T . NO T E : SE E F L O O R P L A N S F O R L O C A T I O N S AN D Q U A N T I T I E S . A L L S P A R E A N D EM P T Y C O N D U I T S S H A L L H A V E A PU L L W I R E . A/ V O U T L E T S H A L L B E L O C A T E D AD J A C E N T T O A 2 0 A , 1 2 0 V RE C E P T A C L E ( M A X I M U M 3 6 " ) IN A D O U B L E G A N G B O X W I T H A SI N G L E G A N G P L A S T E R R I N G 20 A D U P L E X RE C E P T A C L E TO A V C L O S E T CO R D E D MI C . JA C K PR O V I D E F O R E V E R Y CE I L I N G M O U N T E D PR O J E C T O R U N I T . AV CA B L E S A N D C O N D U I T TO A V C L O S E T AL L C A B L E S S H A L L B E I N S T A L L E D P E R A V CO N T R A C T O R ' S R E Q U I R E M E N T S . HD M I C A B L E S / J A C K S A N D C O N T R O L CA B L E S P E R A V C O N T R A C T O R ' S RE Q U I R E M E N T S . MI N . 1 - 1 / 2 " C O N D U I T AV PR O J E C T O R J U N C T I O N BO X T M G B PA N E L B O A R D ME T A L B U I L D I N G F R A M E RO O M 0 1 3 - ( I D F - B - 2 ) T G B EQ U I P M E N T R A C K S / T R A Y WA L L B O A R D LO C A L P O W E R P A N E L ME T A L B U I L D I N G F R A M E EL E C T R I C A L R O O M 0 3 0 RO O M 1 0 9 - ( I D F - 1 - 4 ) T G B EQ U I P M E N T R A C K S / T R A Y WA L L B O A R D LO C A L P O W E R P A N E L ME T A L B U I L D I N G F R A M E (T G B ) (T G B ) RO O M 2 2 2 - ( I D F - 2 - 4 ) T G B EQ U I P M E N T R A C K S / T R A Y WA L L B O A R D LO C A L P O W E R P A N E L ME T A L B U I L D I N G F R A M E (T G B ) RO O M 2 1 2 - ( T R - 2 - 3 ) T G B EQ U I P M E N T R A C K S / T R A Y WA L L B O A R D LO C A L P O W E R P A N E L ME T A L B U I L D I N G F R A M E (T G B ) RO O M 3 3 3 - ( I D F - 3 - 1 ) T G B EQ U I P M E N T R A C K S / T R A Y WA L L B O A R D LO C A L P O W E R P A N E L ME T A L B U I L D I N G F R A M E (T G B ) RO O M 3 1 1 - ( I D F - 3 - 2 ) T G B EQ U I P M E N T R A C K S / T R A Y WA L L B O A R D LO C A L P O W E R P A N E L ME T A L B U I L D I N G F R A M E (T G B ) 4T H F L O O R - ( I D F - 4 - 1 ) - C O I L 3 0 ' O F S L A C K I N 3 R D F L O O R I D F 4T H F L O O R - ( I D F - 4 - 2 ) - C O I L 3 0 ' O F S L A C K I N 3 R D F L O O R I D F RO O M 1 1 5 - ( I D F - 1 - 3 ) T G B EQ U I P M E N T R A C K S / T R A Y WA L L B O A R D LO C A L P O W E R P A N E L ME T A L B U I L D I N G F R A M E (T G B ) RO O M 2 1 7 - ( I D F - 2 - 1 ) T G B EQ U I P M E N T R A C K S / T R A Y WA L L B O A R D LO C A L P O W E R P A N E L ME T A L B U I L D I N G F R A M E (T G B ) (T G B ) #6 A W G ( T E B C ) T E L E C O M M U N I C AT I O N S E Q U I P M E N T B O N D I N G CO N D U C T O R C O N N E C T I N G E Q U I P M E N T T O G R O U N D I N G BU S B A R ( T Y P I C A L ) P R O V I D E D B Y E L E C T R I C A L C O N T R A C T O R . SI Z E T O P R O V I D E 2 0 % S P A R E CA P A C I T Y / S U R F A C E . BA C K B O A R D E Q U I P M E N T PR O V I D E # 6 A W G GR O U N D C O N D U C T O R #1 / 0 A W G (T Y P I C A L ) #1 / 0 A W G G R O U N D & B O N D T O MA I N E L E C T R I C A L GR O U N D I N G E L E C T R O D E SY S T E M P R O V I D E D B Y EL E C T R I C A L C O N T R A C T O R . NO T E : U S E T W O H O L E L O N G B A R R E L IR R E V E R S I B L E C R I M P L U G F O R A L L CO N N E C T I O N S T O G R O U N D B U S B A R #1 / 0 A W G C O I L E D A T 3R D F L O O R C E I L I N G BR A Z E D E N D NOTES :1. PROVIDE FIRE CAULKING AT RATED WALLS TO MAINTAIN RATING.2. PROVIDE FIRE RATED FILLER IN CONDUITS PENETRATING RATED WALLS.3. FILL CONDUIT IN NON-FIRE RATED WALLS PENETRATIONS WITH FIBERGLASS INSULATION.4. REFER TO FLOOR PLANS FOR QUANTITIES OF SLEEVES REQUIRED. IF NO QUANTITY IS INDICATED,PROVIDE THREE SLEEVES.RIGID GALVANIZED STEEL CONDUIT SLEEVECONDUIT SIZE AND QUANTITY SHALL MATCH THE CABLE TRAY CAPACITY AT A MINIMUM.BUNDLE OF TELECOMMUNICATIONS CABLEBOND EVERY SECTION AT MIN.OR MORE PER MANUFACTURER'S SUGGESTION (TYP) CA B L E T R A Y HANGER HANGER DEDICATED GROUND WIRECAULK HA N G E R HA N G E R WA L L CO N D U I T CO N D U I T PA T C H W A L L W I T H MA T C H I N G W A L L MA T E R I A L NOTES :1. PROVIDE FIRE CAULKING NEATLY AT RATED WALLS TO MAINTAIN RATING.CONDUITHANGERHANGER CONDUITCAULK WALLGENERAL NOTES:A. FPP (FIBER PATCH PANEL) - COMMSCOPE # RFE-SLC-IS-EMT-BK/IU-PNL(1U)B. CPP (COPPER PATCH PANEL) - COMMSCOPE # UNP-U-10G-2U-48 (2U)C. F/C (FIBER/COPPER SWITCH) - CISCO # SW-C3850-12X48U-E (1U)D. SC (STACKING CABLES) - CISCO # CAB-SPNR-150CM E. UM (UPLINK MODULES) - CISCO # C3850-NM-4-10G F. RACKS - RELAY TYPE (2) POSTS - RACK MOUNT # 1911-3-000-41 G. 6P - 6" CAT 6 PATCH CABLES H. AF - ARMORED FIBER HOME RUN PAIRS - MULTI-MODE PLENUM RATED;24 COUNT COMMSCOPE # 760134981 - PO24 - 0Z - SK - FSUBK.I. DPM (DUPLEX LC READY PATCH MODULES) -J. TV - PROVIDE COMMSCOPE # UMP-U-10G-2U-24(2U) FOR CCTV SYSTEM. REFER TO IP CAMERA SCHEDULE. NO T E S : 1. P R O V I D E A L L C O N N E C T I V I T Y F R O M S T A T I O N J A C K S T O M D F V I A M I N . CA T 6 N E T W O R K C A B L E S / F I B E R . 2. 2 4 P O R T C P P N O T E D H E R E S H A L L S E R V E 4 T H F L O O R . O W N E R W I L L RE L O C A T E I N F U T U R E . 3. S E C U R E R A C K S T O F L O O R A N D T O W A L L A T T O P O F U N I T . U S E IN S U L A T E D A N C H O R S , D O N O T C R E A T E D I R T Y L O O P . 4. O W N E R W I L L L A N D F I B E R A T M D F . A L L F I B E R E N D S S H A L L B E AL L C A B L E S A N D F I B E R S H A L L B E T E R M I N A T E D A N D T E S T E D UN L E S S N O T E D O T H E R W I S E . DATA RACKS SCHEDULE RO O M R A C K S FP P CPP F/C SC UM 6P AF (PAIRS) AF (SPARES)DPM TV NOTE ID F - B - 2 1 1 2 X 48 24 8 100 4- 1 2 0 ID F - 1 - 3 11 3 X 48 3 6 12 150 6 2 18 1 ID F - 1 - 4 1 1 1 X 48, 1 X 24 24 87 5 42 1 2 1 ID F - 2 - 4 1 1 2 X 48 24 8 100 41 1 2 0 ID F - 2 - 5 11 2 X 48 24 8 100 41 1 2 0 AV - 2 - 1 2 1 1 X 2 4 1 2 4 25 22 1 2 0 ID F - 3 - 1 11 3 X 48 3 6 12 150 6 2 18 1 ID F 3 - 2 11 1 X 24, 3 X 48 36 12 175 6 -18 12 ID F - 4 - 1 F - - - 6 --6 -- - ID F - 4 - 2 F - - - 6 --6 -- -No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 0 3 : 1 3 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t T502TELECOM DETAILSDelta Faucet Headquarters ExpansionD. JAMESM. EADS10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review NT S 2 DE T A I L - R A C K E L E V A T I O N S NT S 4 DE T A I L - C A B L E P A T H W A Y NT S 1 DE T A I L - P R O J E C T O R OU T L E T S C H E M A T I C NT S 3 DE T A I L - T E L E C O M G R O U N D I N G NTS 5 DETAIL - CABLE TRAY PENETRATION NT S 6 DE T A I L - N O N - R A T E D C O N D U I T PE N E T R A T I O N NTS 7 DETAIL - FIRE-RATED WALL PENETRATIONNo. Date Description S S PV S 1 46 9 2 15 17 17 18 #1 6 KE Y T O O P E R A T E CO N T R O L P A N E L LO C K A B L E C O V E R 24 H O U R S T A N D B Y , 4 5 M I N U T E C O N T I N U O U S AL A R M C A P A B I L I T I E S , A F T E R 3 H O U R S N O P O W E R XP BA T T E R Y SY N C H R O N I Z A T I O N MO D U L E ( S ) A S RE Q U I R E D FO R A L L ST R O B E C I R C U I T S FA A P (N O T I F I C A T I O N C I R C U I T S ) SP R I N K L E R I N I T I A T I N G L O O P ( S ) NA C SY FA C P EX I S T I N G F I R E A L A R M CO N T R O L P A N E L IN E X I S T I N G B U I L D I N G EX I S T I N G EL E V . DA C - N E T H- N E T SE C SE C WP 10 35 K 7 11 8 1 11 11 16 13 14 12 S U R G E 16 S U R G E 13 19 GE N E R A L N O T E S : 1. D E V I C E L O O P C I R C U I T ( D L C ) W I R I N G S H AL L B E 1 8 A W G T W I S T E D . I F T O T A L D I S T A N C E O F L O O P EX C E E D S 5 8 5 0 F E E T , T H E N 1 6 A W G T W I S T E D I S T O B E U S E D . T H E D L C C I R C U I T S H A L L B E N F P A ST Y L E 4 . 2. S T R O B E C I R C U I T S ( S T R ) W I R I N G S H A L L B E 1 2 A W G T W I S T E D P A I R . A T A L A R M C U R R E N T L E V E L , TH E R E S H A L L B E N O M O R E T H A N A 4 . 0 V O L T D R OP AT THE END OF THE CIRCUIT. THE STROBE CI R C U I T S H A L L B E N F P A S T Y L E " Y " . 3. S P E A K E R C I R C U I T S ( S P K ) W I R I N G S H A L L B E 1 4 A W G T W I S T E D P A I R . T H E S P E A K E R C I R C U I T S H A L L BE N F P A S T Y L E " Y " . 4. I N I T I A T I N G D E V I C E C I R C U I T ( H T R I ) I N P U T W I R I N G S H A L L B E 1 8 A W G T W I S T E D , S H I E L D E D P A I R . TE R M I N A L 5 O F T H E H T R I M U S T B E C O N N E C T ED T O A K N O W N E A R T H G R O U N D F O R P R O P E R OP E R A T I O N . ( I F A G O O D L O C A L E A R T H G R O U N D I S N O T A V A I L A B L E , C O N N E C T S H I E L D T O TE R M I N A L 5 . ) 5. A C P O W E R F E E D F O R A L L F I R E A L A R M C O N T R O L P A N E L S S H A L L B E 1 2 0 V A C , 5 0 / 6 0 H Z , 2 0 A M P S DE D I C A T E D . W I R E S H A L L B E M I N I M U M 1 2 A W G C O P P E R . 6. A L L W I R I N G A N D / O R C A B L E S S H A L L B E F I R E A L A R M R A T E D A N D P L E N U M R A T E D . 7. T E E - T A P P I N G I S P E R M I S S I B L E O N T H E D L C L O O P O N L Y . 8. M O U N T I N G H E I G H T S S H A L L B E A S A F O L L O W S : S P E A K E R S / S T R O B E 8 0 ” A . F . F . O R 6 ” B E L O W C E I L I N G ( W H I C H E V E R I S L O W E R ) S T R O B E 8 0 ” A . F . F . O R 6 ” B E L O W C E I L I N G ( W H I C H E V E R I S L O W E R ) M A N U A L P U L L S T A T I O N 4 8 ” A . F . F . T O P U L L I N G L E V E R . 9. R E F E R T O D E V I C E I N S T A L L A T I O N S H E E T S F O R B A C K B O X R E Q U I R E M E N T S . 10 . A L L F I R E S P R I N K L E R V A L V E T A M PE R S W I T C H E S A N D W A T E R F L O W S W I T C H E S S H A L L B E MO N I T O R E D B Y T H E F I R E A L A R M S Y S T E M . A L L D U C T S AT EACH RTU OR AIR HANDLING UNIT SHALL HA V E A D U C T S M O K E D E T E C T O R M O N I T O R E D BY T H I S S Y S T E M A N D S H A L L H A V E R E M O T E MO N I T O R A N D K E Y E D R E S E T F U N C T I O N S I N S I D E T H E B U I L D I N G G R O U P E D T O G E T H E R I N A CE N T R A L L O C A T I O N . R E F E R T O P L A N S F O R L O C A T I O N . 11 . R E M O T E A D D R E S S A B L E L . E . D ' S H A V E T H E S A M E A D D R E S S A S T H E D E V I C E I T A N N U N C I A T E S . 12 . T A P A L L S P E A K E R S A T 1 / 2 W A T T , U N L E S S NO T E D O T H E R W I S E O N P L A N S H E E T S . S E T A L L S T R O B E CA N D E L A S A S N O T E D O N P L A N S H E E T S . A L L D EV I C E S S H A L L B E T E S T E D W I T H A H S . A N Y RE Q U I R E D A D J U S T M E N T S R E Q U E S T E D S H A L L B E M A DE IE: VOLUME AND INTENSITY TAP CHANGES TO M E E T S O U N D A N D V I S U A L R E C O M M E N D E D L E V E L S . 13 . T H E E X I S T I N G F I R E A L A R M S Y S T E M I S A S I E M E N S X L S S Y S T E M . T H I S E X I S T I N G S Y S T E M S H A L L RE M A I N A S T H E H E A D E N D , M A I N S Y S T E M . T H E E X I S T I N G C O M M U N I C A T I O N S S Y S T E M S H A L L RE M A I N . T H E N E W S Y S T E M I S A N E X T E N S I O N O F T H I S S Y S T E M . P R O V I D E A L L R E Q U I R E D EX P A N S I O N C A R D S , P O W E R S U P P L I E S , P R O G R A M M I NG, ETC FOR A COMPLETE AND OPERABLE SY S T E M . 14 . A T R A N S P O N D E R P A N E L S H A L L B E P L A C E D I N T H E N E W B U I L D I N G A N D C O M M U N I C A T E W I T H T H E EX I S T I N G F A C P P A N E L . T H E N E W T R A N S P O N D E R S H A L L H A V E A M I C R O P H O N E , D E V I C E LO O P C A R D S , A M P , L I V E V O I C E M O D U L E S , E T C . A S R E Q U I R E D . 15 . E X I S T I N G O U T S I D E C O M M U N I C A T I O N S F R OM T H E E X I S T I N G F A C P S H A L L R E M A I N A N D C O N T I N U E TO P R O V I D E A L L R E Q U I R E D C O M M U N I C A T I O N S . 16 . T H E N E W B U I L D I N G A N D T H E E X I S T I N G B U I L D I N G S H A L L G O I N T O A L A R M T O G E T H E R . 17 . N A C P A N E L S S H A L L B E P L A C E D I N T H E N E W B U I L D I N G O N E A C H F L O O R I N T H E W E S T E L E C T R I C A L RO O M S . A L L D E V I C E S O N E A C H R E S P E C T I V E F L O O R S H A L L B E C I R C U I T E D T O T H A T F L O O R ' S N A C PA N E L . 18. A KNOX BOX SHALL BE INSTALLED AT TH E NEW MAIN ENTRANCE. COORDINATE EXACT LOCATION WITH A.H.J AND THE ARCHITECT.19. ALL SIGNAL DEVICES SHALL GET TWO CIRCUITS. (A STROBE CIRCUIT AND A SPEAKER CIRCUIT)20. EVERY CIRCUIT ROUTED THROUGH THE NEW BUILDING'S PERIMETER WALL SHALL HAVE A SURGE SUPPRESSION DEVICE. EACH INDIVIDUAL CIRCUIT SHALL GET ITS OWN PROTECTION DEVICE, NO MULTIPLE CIRCUIT TYPE PROTECTION DEVICES WILL BE ALLOWED. EACH PROTECTION DEVICE SHALL BE INSTALLED IN A SEPARATE ENCLOSUR E AND NO CLOSER THAT 6” OF SEPARATION BETWEEN. PROTECTION DEVICES SHALL ALSO BE PROVIDED FOR CIRCUITS ROUTED BETWEEN THE EXISTING BUILDING AND THE NEW BUILDING.21. CURRENTLY THE ELEVATOR SHAFT IS NO T SPRINKLED. PROVIDE CONDUIT WITH CABLES FOR INITIATING SIGNALS FOR FUTURE DEVICES AT SH AFT CEILING FROM TRANSPONDER PANEL. LABEL FUTURE ELEVATOR SHAFT HEAT AND SMOKE DETECTORS.22. IT IS ANTICIPATED THAT THE ELEVATOR WILL NOT BE A HYDRAULIC TYPE UNIT, BUT A SMOKE DETECTOR SHALL BE INSTALLED ON A DE DICATED CIRCUIT AT THE CONTROL PANEL.23. PROVIDE SMOKE DETECTION IN AL L ELEVATOR CONTROL CABINETS AND CLOSETS.24. PROVIDE MONITORING MODULES A ND RELAYS FOR ALL ELEVATOR SYSTEMS FOR PROPER CONTROL AS REQUIRED BY ALL CODES AND LOCAL AUTHORITIES.25. PROVIDE ALARM CIRCUIT CONNECTION TO 'POWER SHUT OFF' UNIT FOR ELEVATOR.26. PROVIDE MONITORING MODULES AND CO NNECTION TO BOTH THE KITCHEN'S FIRE SUPPRESSION SYSTEMS.27. PROVIDE CONNECTION TO ALL RTU'S DUCT DETECTORS. (SUPPLY AND RETURN AS REQUIRED.)28. PROVIDE SHUT DOWN RELAYS A ND SIGNAL TO ALL EXHAUST FAN CONTOLLERS.29. PROVIDE RELAYS, SIGNAL AND CONNE CTION TO THE DOOR CONTROL AND SECURITY SYSTEM.COORDINATE WITH SYSTEMS REQUIREMENTS.30. PROVIDE SPEAKER SIGNAL TO ELEVATOR CONTROLLER FOR VOICE ANNUNCIATION INSIDE EACH ELEVATOR CAB.31. FIRE ALARM SYSTEM IS A VOICE EVACUATION SYSTEM.32. FIRE ALARM CABLING HORIZONTAL RUNS MAY BE ROUTED IN OPEN AIR. ALL CABLES SHALL BE PLENUM RATED, FIRE ALARM RATED, AND RATED FOR OPEN SYSTEM.33. ALL FIRE ALARM DEVICES SHALL BE IN STALLED IN METALLIC ROUGH-IN BOX WITH EMT RATED VERTICALLY TO ABOVE CEILING LEVEL.34. ALL CABLES SHALL BE PLENUM RATED. GE N E R A L N O T E S : A. V E R I F Y E X A C T L O C A T I O N O F A L L E Q U I P M E N T W I T H A R C H I T E C T B E F O R E I N S T A L L A T I O N . B. A L L F I R E A L A R M E Q U I P M E N T S H A L L B E I N S T A L L E D P E R N F P A 7 2 A N D N A T I O N A L E L E C T R I C C O D E S T A N D A R D S , A N D A L L L O C A L CO D E S A N D R E Q U I R E M E N T S . C. A L L D E V I C E S S H A L L B E F L U S H M O U N T E D I N F I N I S H E D A R E A S . D. A L L W I R I N G A N D F I E L D D E V I C E S T O B E I N S T A L L E D B Y T H E E L E C T R I C A L C O N T R A C T O R U N L E S S O T H E R W I S E N O T E D . E. F I R E A L A R M C O N T R O L A N D A N C I L L A R Y P A N E L S ( S U B P A N E L S ) T O B E S E R V E D B Y A D E D I C A T E D 1 2 0 V A C 2 0 A M P C I R C U I T S . F. D E V I C E S R E Q U I R I N G 1 2 0 V A C P O W E R S H A L L H A V E T H E 1 2 0 V C I R C U I T I N A S E P A R A T E C O N D U I T O T H E R T H A N T H A T O F T H E 2 4 VD C F I R E A L A R M C A B L E S . G. I N I T I A T I O N D E V I C E S : W I R I N G F O R A L L A D D R E S S A B L E D E V I C E S , S H A L L B E 1 8 - 2 T S P ( T W I S T E D S H I E L D E D P A I R ) , M I N . O R L A R G E R AS R E Q U I R E D B Y M A N U F A C T U R E R O R V O L T A G E D R O P . T - T A P P I N G I S A L L O W E D . T - T A P P I N G S H A L L B E H E L D T O A M I N I M U M . T- T A P S S H A L L O N L Y B E D O N E A T A F I R E A L A R M D E V I C E A N D S H A L L H A V E L O C A T I O N N O T E D O N S Y S T E M I N S T A L L A T I O N P R I N T . H. N O T I F I C A T I O N D E V I C E S : W I R I N G F O R A L L N O T I F I C A T I O N D E V I C E S S H A L L B E 1 4 - 2 T W I S T E D P A I R M I N . N O T - T A P P I N G . I. A L L W I R I N G T O B E T A G G E D A S T O Z O N E W I T H L O C A T I O N / A R E A S E R V E D . J. A L L F I R E A L A R M J U N C T I O N B O X E S S H A L L H A V E A R E D C O V E R . K. I N S T A L L D U C T D E T E C T O R S A S R E Q U I R E D B Y N F P A 9 0 , A N D L O C A L C O D E S . L. D U C T D E T E C T O R S T O B E M O U N T E D A M I N I M U M O F S I X ( 6 ) D U C T W I D T H S F R O M B E N D S O R I N L E T S T O A V O I D A I R T U R B U L E N C E . IN S T A L L E D B Y D I V 2 3 , W I R E D B Y D I V 2 6 . M. M O U N T A L L S M O K E D E T E C T O R S A M I N I M U M O F 3 ' F R O M A N Y A I R D I F F U S E R . N. A R E A S M O K E D E T E C T O R S A N D P A R T I T I O N D E T E C T O R S S H A L L B E I N S T A L L E D P E R N F P A R E Q U I R E M E N T S . O. M O U N T A L L N O T I F I C A T I O N D E V I C E S ( H O R N , H O R N / S T R O B E S , A N D S T R O B E O N L Y ( H O R N O R V O I C E ) ) D E V I C E S S O T H A T T H E BO T T O M O F T H E D E V I C E I S N O T L E S S T H A N 8 0 " A B O V E T H E F I N I S H E D F L O O R O R 6 " B E L O W C E I L I N G W H I C H E V E R I S L O W E R . (U N L E S S S P E C I F I C A L L Y N O T E D O T H E R W I S E ) P. M O U N T M A N U A L P U L L S T A T I O N S A T 4 8 " A B O V E F I N I S H E D F L O O R T O C E N T E R O R P U L L L E V E R . A L L D E V I C E S S H A L L B E S I N G L E AC T I O N W I T H K E Y R E S E T . Q. M O U N T A L L A D D R E S S A B L E M O N I T O R , O R R E L A Y C O N T R O L M O D U L E S N O M O R E T H A N 5 ' O F F T H E F I N I S H E D F L O O R I N ME C H A N I C A L S P A C E S O N L Y . R. A L L S H O R T S , O P E N S , A N D G R O U N D S M U S T B E R E M O V E D F R O M W I R I N G B E F O R E 3 R D P A R T Y R E Q U I R E D T E S T I N G B Y MA N U F A C T U R E R A P P R O V E D C O M P A N Y I S C A L L E D T O P E R F OR M T H E F I N A L S Y S T E M C O N N E C T I O N A N D C H E C K - O U T . S. E L E V A T O R : P R O V I D E C O N N E C T I O N T O E L E V A T O R C O N T R O L L E R . T. F I R E A L A R M S Y S T E M I S A V O I C E E V A C U A T I O N S Y S T E M . U. E X I S T I N G B U I L D I N G S Y S T E M S H A L L B E U P G R A D E D A S R E Q U I R E D T O E X T E N D S Y S T E M T O N E W B U I L D I N G A N D P R O V I D E A F U L L Y FU N C T I O N A L O P E R A T I N G S Y S T E M . V. E X I S T I N G S Y S T E M I S A S E I M EN S S Y S T E M S C U R R E N T L Y S E R V I C E S B Y K O O R S E N . W. A L L F I R E A L A R M D E V I C E S I N S I D E S T A I R W E L L M A Y B E S U R F A C E M O U N T E D . X. A L L V E R T I C A L R U N S I N W A L L S O R O U T O F W A L L S , S H A L L B E R O U T E D I N C O N D U I T T O W I T H I N 1 2 " O F D E C K A B O V E . Y. C A B L E S B E T W E E N E X I S T I N G P A N E L A N D N E W P A N E L S H A L L B E R O U T E D I N M E T A L L I C R A C E W A Y . T H E C A B L E S B E T W E E N T H E MA I N P A N E L S , T O T H E F A A P , A N D N A C P A N E L S S H A L L N O T B E R O U T E D F R E E A I R , B U T S H A L L B E R O U T E D I N C O N D U I T . Z. F I R E A L A R M C A B L I N G H O R I Z O N T A L R U N S M A Y B E R O U T E D I N O P E N A I R . A L L C A B L E S S H A L L B E P L E N U M . R A T E D , A N D R A T E D FO R O P E N S Y S T E M P E R N F P A 7 2 . AA . A L L R A C E W A Y E N D S S H A L L H A V E N Y L O N B U S H I N G . A L L B U S H I N G S S H A L L B E I N S T A L L E D P R I O R T O P U L L I N G C A B L E S . BU S H I N G S H A L L N O T B E S P L I T T Y P E . A L L B U S H I N G S S H A L L B E T A P E D . FI R E A L A R M R I S E R N O T E S : 1. D E D I C A T E D 1 2 0 V A C . 2 0 A M P C I R C U I T . 2. 3 / 4 " C O N D U I T T O F I R S T F L O O R D A T A / I T R O O M F O R F U T U R E C O M M U N I C A T I O N S . F O L L O W M A I N C O N D U I T T O T I E T H E T W O B U I L D I N G S TO G E T H E R T O C O N N E C T I N G C O R R I D O R . 3. A L L I N I T I A T I N G D E V I C E S S H A L L B E A D D R E S S A B L E A N D S H A L L BE W I R E D U S I N G 1 8 / 2 T S P ( T W I S T E D S H I E L D E D P A I R ) I N C O N D U I T . E X A MP L E S WO U L D B E M A N U A L P U L L , S M O K E D E T E C T O R , H E A T D E T E C T O R , M O N I T O R M O D U L E S , R E L A Y M O D U L E S , A N D D U C T D E T E C T O R S . T - T A P P I N G O F IN I T I A T I O N C I R C U I T S I S A L L O W E D O N L Y I F A P P R O V E D B Y A P P R O V E D M A N U F A C T U R E . 4. A L L N O T I F I C A T I O N D E V I C E S S H A L L B E W I R E D P E R M A N U F A C T U R E R ' S R E Q U I R E M E N T S . E X A M P L E S W O U L D B E H O R N S , B E L L S , S T R O B E S , A N D HO R N S T R O B E S . N O T - T A P P I N G O F N O T I F I C A T I O N C I R C U I T S I S A L L O W E D . D O N O T E X C E E D N O T I F I C A T I O N L O O P L O A D . 5. A D D R E S S A B L E M O N I T O R O R R E L A Y C O N T R O L M O D U L E S T O BE M O U N T E D W H E R E T H E Y A R E A C C E S S I B L E W I T H O U T T H E U S E O F A L A D D E R AN D I N S E R V I C E / M E C H A N I C A L / E L E C T R I C A L S P A C E S O N L Y . T H E S E M O D U L E S A R E T Y P I C A L L Y C O N N E C T E D T O E L E V A T O R C O N T R O L P A N E L S AN D B U I L D I N G S P R I N K L E R D E V I C E S A N D S H O U L D B E P L A C E D S O A S N O T T O A L L O W C O N T A C T W I T H W A T E R . C O N T R A C T O R S H A L L CO O R D I N A T E I N S T A L L A T I O N L O C A T I O N S W I T H A R E A U S E . 6. A L L N O T I F I C A T I O N D E V I C E S S H A L L B E W I R E D P E R M A N U F A C T U R E R ' S R E Q U I R E M E N T S . 7. M A N U A L P U L L S T A T I O N S S H O U L D B E L O C A T E D A S R E Q U I R E D B Y A . H . J . P R O V I D E I N B I D F O R ( 2 ) A D D I T I O N A L D E V I C E S F O R A L L B U I L D IN G S WH E R E M O R E T H A N ( 8 ) M A N U A L S T A T I O N S A R E I N D I C A T E D O N T H E P L A N S . 8. F A C P ( F I R E A L A R M O R T R A N S P O N D E R P A N E L , C O N T R O L P A N E L ) ( X P P A N E L ) T O B E L O C A T E D A S S H O W N O N P L A N S W I T H T O P O F C A B I N E T N O MO R E T H A N 6 0 ' A B O V E F I N I S H E D F L O O R . A S M O K E D E T E C T O R S H A L L B E L O C A T E D D I R E C T L Y A B O V E A L L F I R E A L A R M P A N E L S . 9. N A C ( N O T I F I C A T I O N A P P L I A N C E C I R C U I T E X T E N D E R ) D E D I CA T E D 1 2 0 V A C 2 0 A M P C I R C U I T . S H O U L D B E L O C A T E D W I T H T O P O F C A B I N E T 60 " AB O V E F I N I S H E D F L O O R ( U N L E S S I N D I C A T E D O T H E R W I S E ) , A N D L O C A T E D IN C O N C E A L E D N O N - P U B L I C A R E A S . C O N T R A C T O R S H A L L P R O V I D E AL L N A C P A N E L S R E Q U I R E D F O R C O M P L E T E O P E R A T I O N A L I N S T A L L A T I O N . T H E N U M B E R O F R E Q U I R E D P A N E L S S H A L L B E B A S E D O N 8 0 % LO A D I N G O F M A N U F A C T U R E S S U G G E S T E D L O A D I N G . A S M O K E D E T E C T O R S H A L L B E L O C A T E D D I R E C T L Y A B O V E . 10 . F A A P ( F I R E A L A R M A N N U N C I A T O R P A N E L ) H O M E R U N ( 1 ) 1 8 / 2 TS P ( T W I S T E D S H I E L D E D P A I R ) A N D ( 1 ) 1 4 / 2 T W I S T E D P A I R T O F A C P ( F IR E A L A R M CO N T R O L P A N E L ) I N C O N D U I T . C O O R D I N A T E W I T H M A N U F A C T U R E R F O R C O N N E C T I O N P O I N T ( S ) . R O U T E T O M A I N P A N E L I F R E Q U I R E D . F L U S H MO U N T P A N E L O N L Y . 11 . L O C A T I O N O F E Q U I P M E N T T O B E A P P R O V E D B Y A R C H I T E C T P R I O R T O I N S T A L L A T I O N A N D R O U G H - I N . 12 . E X I S T I N G S I E M E N S P A N E L . P R O V I D E U P G R A D E C A R D ( S ) T O E X T E N D T O A N D S U P P O R T N E W T R A N S P O N D E R P A N E L . 1 4 / 2 T W I S T E D P A I R T O FA C P ( F I R E A L A R M C O N T R O L P A N E L ) I N C O N D U I T . C O O R D I N A T E W I T H MA N U F A C T U R E R F O R C O N N E C T I O N P O I N T . R O U T E T O M A I N P A N E L I F RE Q U I R E D . D A C - N E T : T W O P A I R S 1 8 A W G T W I S T E D . H - N E T : O N E P A I R 1 8 A W G T W I S T E D , S H I E L D E D . E X T E N D F R O M E X I S T I N G P A N E L T O N E W PA N E L I N 3 / 4 " C O N D U I T . 13 . C A B L E A S R E Q U I R E D B Y M A N U F A C T U R E R . P R O V I D E S P A R E C A B L E I N S I D E S A M E R A C E W A Y . C O I L E N D S I N S I D E E A C H P A N E L A T E A C H E N D . 14 . R O U T E C A B L E F O R F O U R T H F L O O R ' N A C ' P A N E L L E A V I N G A M P L E S L A C K F O R R E L O C A T I O N . 15 . P R O V I D E C O M M U N I C A T I O N S T O A N D F R O M E A C H E L E V A T O R C O N T R O L P A N E L . P R O V I D E M O N I T O R I N G / C O N T R O L M O D U L E S A S R E Q U I R E D . AL S O P R O V I D E S I G N A L T O S H U N T T R I P P O WE R B R E A K E R S S U P P L Y I N G E L E V A T O R P O W E R . 16 . S U R G E S U P P R E S S I O N D E V I C E F O R A L L C O P P E R L I N E S . A T E N T R A N C E T O N E W B U I L D I N G , R O U T E D T H R O U G H C O N N E C T I N G C O R R I D O R LO W E R L E V E L . S E P A R A T E D E V I C E F O R E A C H L I N E . 17 . P R O V I D E S E P A R A T E C O N N E C T I O N S T O S E C U R I T Y S Y S T E M P A N E L S L O C A T E D I N T R - 2 - 3 A N D T R - 2 - 4 . 18 . S Y N C H R O N I Z A T I O N M O D U L E ( S ) A S R E Q U I R E D F O R A L L S T R O B E C I R C U I T S . 19 . P R O V I D E S M O K E D E T E C T O R S A T A L L S M O K E D A M P E R P A R T I T I O N W A L L U N I T S A S S H O W N O N M E C H A N I C A L P L A N . P R O V I D E C O N N E C T I O N A S RE Q U I R E D F O R A U T O M A T I C D A M P E R C L O S U R E A N D M A N U A L R E S E T . M RI FS T S T S X No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 0 3 : 1 7 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t T504FIRE ALARM DETAILS,SCHEDULES, AND DIAGRAMSDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review NT S 1 DE T A I L - F I R E A L A R M R I S E R D I A G R A M No. Date Description CE I L I N G L I N E FL O O R L I N E EC I N S T A L L A T I O N A N D P A R T S L I S T 1. C A R D R E A D E R I N S T A L L E D O N U N S E C U R E D S I D E ( S ) O F DO O R . C A R D R E A D E R P R O V I D E D B Y S E C U R I T Y CO N T R A C T O R . 2. E L E C T R I F I E D M O R T I S E E X I T D E V I C E O R R I M E X I T D E V I C E ** I F A P P L I C A B L E 3. E L E C T R I F I E D H I N G E T O E L E C T R I F I E D M O R T I S E E X I T DE V I C E P R E - W I R E D . 4. R E X M O T I O N D E T E C T O R M O U N T S D I R E C T L Y T O W A L L AB O V E D O O R F R A M E O N T H E S E C U R E D S I D E O F D O O R . RE Q U I R E S 3 / 4 " H O L E C E N T E R E D O N D O O R . ( O N L Y W E R E IN D I C A T E D ) 5. C O N D U I T A N D C A B L E T O D O O R C O N T A C T F L U S H MO U N T E D I N D O O R F R A M E A N D M A G N E T F L U S H M O U N T E D IN D O O R P R O V I D E D B Y D O O R H A R D W A R E P A C K A G E , IN S T A L L E D B Y S E C U R I T Y C O N T R A C T O R . 6. C O N D U I T A N D C A B L E T O C A R D R E A D E R . 7. C O N D U I T O R C O M P A R A B L E R A C E W A Y W I T H 2 2 - 4 A N D PU L L S T R I N G T O R E X M O T I O N D E T E C T O R A N D A 2 2 - 2 F O R DO O R C O N T A C T S . 8. C O N D U I T T O E L E C T R I F I E D H I N G E O R F R A M E , W I T H 1 6 - 2 TO H I N G E M A K E E L E C T R I C A L C O N N E C T I O N T O E X I T D E V I C E . 9. J U N C T I O N B O X 6 " X 6 " M I N . ( L O C A L S E C U R I T Y CO N S O L I D A T I O N J U N C T I O N B O X ) 10 . D O O R P O W E R S U P P L Y P R O V I D E B Y D O O R H A R D W A R E PR O V I D E R , I N S T A L L E D B Y S E C U R I T Y C O N T R A C T O R . U N I T CO M E S I N A J U N C T I O N B O X 1 2 0 V A C C I R C U I T . 11 . R E X D E V I C E I N S T A L L E D O N N O N - S E C U R E S I D E O F DO O R , C O N D U I T A N D C A B L E P U S H P A D D L E O R T O U C H L E S S SE N S O R A S I N D I C A T E D O N P L A N S . C O O R D I N A T E W I T H DO O R H A R D W A R E S U P P L I E R , A R C H I T E C T , A N D P L A N S PR I O R T O R O U G H I N G I N . 12 . W H E R E A U T O - D O O R I S I N D I C A T E D R E Q U E S T T O E X I T DE V I C E S H A L L I N I T I A T E D O O R O P E N E R O N N O N - S E C U R E SI D E . W H E R E A U T O - D O O R I S I N D I C A T E D , C A R D R E A D E R SH A L L I N D I C A T E D O O R O P E R A T O R . 13 . A U T O - D O O R O P E N E R , O N L Y W H E R E I N D I C A T E D O N PL A N S . I N I T I A T E D B Y C A R D R E A D E R O R R E X D E V I C E . PR O V I D E 1 2 0 V / 2 0 A D E D I C A T E D P O W E R C I R C U I T T O E A C H OP E N E R . P R O V I D E P O W E R C O N N E C T I O N A N D A L L L V CO N N E C T I O N S R E Q U I R E D . 2 6 8 1 12 " MI N . 10 9 7 5 4 DO O R E L E V A T I O N V I E W 7CEILING LINE FLOOR LINE4238351096612"MIN.1DOOR ELEVATION VIEW SI N G L E D O O R E L E C T R I F I E D DOUBLE DOOR ELECTRIFIED 3 11 12 13 12 0 V / 2 0 A 1 2 0 V / 2 0 A GE N E R A L N O T E S : A. A L L C O N D U I T S S H A L L B E C O N C E A L E D F O R S E C U R I T Y SY S T E M S . B. A L L D E V I C E S A B O V E C E I L I N G S H A L L H A V E T A M P E R RE S I S T A N T H A R D W A R E . C. S E C U R I T Y S Y S T E M S U P P L I E D B Y A N D I N S T A L L E D B Y SE C U R I T Y C O N T R A C T O R . D. A U T O - D O O R O P E N E R S A R E P A R T O F T H E D O O R HA R D W A R E P A C K A G E , I N S T A L L E D B Y O T H E R S , P O W E R A N D CO N T R O L B Y E C . E. W H E R E D O O R S H A V E A N E L E C T R I C S T R I K E A N D N O T EL E C T R I F I E D H I N G E , C O O R D I N A T E C O N D U I T E N T R Y I N T O FR A M E . C O O R D I N A T E W I T H D O O R H A R D W A R E P R O V I D E R AN D A P P R O V E D S H O P D R A W I N G S . F. A U T O D O O R S S H A L L O P E N A U T O M A T I C A L L Y W H E N MA N U A L L Y A C T I V A T E D ( I F R E A D E R I S P R O V I D E D ) O R W H E N CA R D I S R E A D . 813120V/20A 120V/20A EC I N S T A L L A T I O N A N D P A R T S L I S T 1. C A R D R E A D E R I N S T A L L E D O N U N S E C U R E D S I D E ( S ) O F DO O R . C A R D R E A D E R P R O V I D E D B Y S E C U R I T Y CO N T R A C T O R . 2. E L E C T R I F I E D M O R T I S E E X I T D E V I C E O R R I M E X I T D E V I C E ** I F A P P L I C A B L E 3. E L E C T R I F I E D H I N G E T O E L E C T R I F I E D M O R T I S E E X I T DE V I C E P R E - W I R E D . 4. R E X M O T I O N D E T E C T O R M O U N T S D I R E C T L Y T O W A L L AB O V E D O O R F R A M E O N T H E S E C U R E D S I D E O F D O O R . RE Q U I R E S 3 / 4 " H O L E C E N T E R E D O N D O O R . ( O N L Y W E R E IN D I C A T E D ) 5. C O N D U I T A N D C A B L E T O D O O R C O N T A C T F L U S H MO U N T E D I N D O O R F R A M E A N D M A G N E T F L U S H M O U N T E D IN D O O R P R O V I D E D B Y D O O R H A R D W A R E P A C K A G E , IN S T A L L E D B Y S E C U R I T Y C O N T R A C T O R . 6. C O N D U I T A N D C A B L E T O C A R D R E A D E R . 7. C O N D U I T O R C O M P A R A B L E R A C E W A Y W I T H 2 2 - 4 A N D PU L L S T R I N G T O R E X M O T I O N D E T E C T O R A N D A 2 2 - 2 F O R DO O R C O N T A C T S . 8. C O N D U I T T O E L E C T R I F I E D H I N G E O R F R A M E , W I T H 1 6 - 2 TO H I N G E M A K E E L E C T R I C A L C O N N E C T I O N T O E X I T D E V I C E . 9. J U N C T I O N B O X 6 " X 6 " M I N . 10 . D O O R P O W E R S U P P L Y P R O V I D E B Y D O O R H A R D W A R E PR O V I D E R , I N S T A L L E D B Y S E C U R I T Y C O N T R A C T O R . U N I T CO M E S I N A J U N C T I O N B O X 1 2 0 V A C C I R C U I T . 11 . R E X D E V I C E I N S T A L L E D O N N O N - S E C U R E S I D E O F DO O R , C O N D U I T A N D C A B L E P U S H P A D D L E O R T O U C H L E S S SE N S O R A S I N D I C A T E D O N P L A N S . C O O R D I N A T E W I T H DO O R H A R D W A R E S U P P L I E R , A R C H I T E C T , A N D P L A N S PR I O R T O R O U G H I N G I N . 12 . W H E R E A U T O - D O O R I S I N D I C A T E D R E Q U E S T T O E X I T DE V I C E S H A L L I N I T I A T E D O O R O P E N E R O N N O N - S E C U R E SI D E . W H E R E A U T O - D O O R I S I N D I C A T E D , C A R D R E A D E R SH A L L I N D I C A T E D O O R O P E R A T O R . 13 . A U T O - D O O R O P E N E R , O N L Y W H E R E I N D I C A T E D O N PL A N S . I N I T I A T E D B Y C A R D R E A D E R O R R E X D E V I C E . PR O V I D E 1 2 0 V / 2 0 A D E D I C A T E D P O W E R C I R C U I T T O E A C H OP E N E R . P R O V I D E P O W E R C O N N E C T I O N A N D A L L L V CO N N E C T I O N S R E Q U I R E D . 11 12 44" A.F.F.44" A.F.F. 44 " A . F . F . 44 " A . F . F . "IP" CAMERA  SCHEDULE TA G M A N U F A C T U R E R M O D E L M O U N T F E D  FROM  ROOM NOTE LO W E R  LEVEL CL A A V I G I L O N 2 . 0 C ‐H3A ‐DPI PENDANT  @  10'‐0" AFF IDF ‐1 ‐3 1 CL B AVIGILON 2.0C ‐H3A ‐DPI PENDANT  @  10'‐0" AFF IDF ‐1 ‐3 1 CL C A V I G I L O N 2 . 0 C ‐H3A ‐DPI PENDANT  @  10'‐0" AFF IDF ‐1 ‐3 1 CL D AVIGILON 2.0C ‐H3A ‐DPI PENDANT  @  10'‐0" AFF IDF ‐1 ‐41 CL E A V I G I L O N 2 . 0 C ‐H3A ‐DPI PENDANT  @  10'‐0" AFF IDF ‐1 ‐4 1 CL F A V I G I L O N 2 . 0 C ‐H3A ‐DPI PENDANT  @  10'‐0" AFF IDF ‐1 ‐41 1S T  FL O O R C1 A A V I G I L O N 2 . 0 C ‐H3A ‐DCI CEILING IDF ‐1 ‐3 1 C1 B A V I G I L O N 2 . 0 C ‐H3A ‐DCI CEILING IDF ‐1 ‐3 1 C1 C AVIGILON 2.0C ‐H3A ‐DCI CEILING IDF ‐1 ‐3 1 C1 D A V I G I L O N 2 . 0 C ‐H3A ‐DCI CEILING IDF ‐1 ‐3 1 C1 E AVIGILON 2.0C ‐H3A ‐DCI WALL  @  10'‐0" AFF IDF ‐1 ‐3 1,2 C1 F A V I G I L O N 2 . 0 C ‐H3A ‐DCI CEILING IDF ‐1 ‐4 1 C1 G A V I G I L O N 2 . 0 C ‐H3A ‐D2 WALL  @  10'‐0" AFF IDF ‐1 ‐4 1,2 C1 H A V I G I L O N 3 . 0 C ‐H3A ‐B01 ‐IR WALL  @  11'‐0" AFG IDF ‐1 ‐4 1,4 C1 I A V I G I L O N 3 . 0 C ‐H3A ‐B01 ‐IR CEILING IDF ‐1 ‐4 1,4 C1 J A V I G I L O N 3 . 0 C ‐H3A ‐B01 ‐IR WALL  @  10'‐0" AFG IDF ‐1 ‐4 1,4 C1 K A V I G I L O N 3 . 0 C ‐H3A ‐B01 ‐IR WALL  @  10'‐0" AFG IDF ‐1 ‐3 1,4 C1 L AVIGILON 3.0C ‐H3A ‐B01 ‐IR WALL  @  10'‐0" AFG IDF ‐1 ‐3 1,4 C1 M A V I G I L O N 2 . 0 C ‐H3A ‐DCI WALL  @  10'‐0" AFF IDF ‐1 ‐3 1,2,4 2N D  FL O O R C2 A A V I G I L O N 2 . 0 C ‐H3A ‐DC1 CEILING IDF ‐1 ‐3 1 C2 B A V I G I L O N 2 . 0 C ‐H3A ‐DC1 CEILING IDF ‐1 ‐3 1 C2 C A V I G I L O N 2 . 0 C ‐H3A ‐DC1 CEILING IDF ‐1 ‐3 1 C2 D A V I G I L O N 2 . 0 C ‐H3A ‐DC1 CEILING IDF ‐1 ‐4 1 C2 E A V I G I L O N 2 . 0 C ‐H3A ‐DC1 CEILING IDF ‐1 ‐41 C2 F AVIGILON 3.0C ‐H3A ‐B01 ‐IR WALL  @  10'‐0" AFF IDF ‐1 ‐4 1,4 C2 G A V I G I L O N 3 . 0 C ‐H3A ‐B01 ‐IR WALL  @  10'‐0" AFF IDF ‐1 ‐3 1,4 C2 H AVIGILON 3.0C ‐H3A ‐B01 ‐IR EXTERIOR  WALL  JUST  BELOW  ROOF IDF ‐1 ‐3 1,4 3R D  FL O O R C3 A A V I G I L O N 2 . 0 C ‐H3A ‐DC1 CEILING IDF ‐3 ‐1 1 C3 B A V I G I L O N 2 . 0 C ‐H3A ‐DC1 CEILING IDF ‐3 ‐2 1 C3 C A V I G I L O N 2 . 0 C ‐H3A ‐DC1 CEILING IDF ‐3 ‐2 1 4T H  FL O O R C4 A A V I G I L O N 2 . 0 C ‐H3A ‐DP2 WALL  @  10'‐0" AFF IDF ‐3 ‐1 1 C4 B AVIGILON 2.0C ‐H3A ‐DP2 WALL  @  10'‐0" AFF IDF ‐3 ‐2 1 C4 C A V I G I L O N 2 . 0 C ‐H3A ‐DP2 WALL  @  10'‐0" AFF IDF ‐3 ‐2 1 RO O F  LEVEL CR A A V I G I L O N 3 . 0 C H 3 A ‐B01 ‐IR EXTERIOR  WALL IDF ‐3 ‐1 1,3,4 CR B A V I G I L O N 3 . 0 C H 3 A ‐B01 ‐IR EXTERIOR  WALL IDF ‐3 ‐2 1,3,4 CR C A V I G I L O N 3 . 0 C H 3 A ‐B01 ‐IR EXTERIOR  WALL IDF ‐3 ‐2 1,3,4 CR D AVIGILON 3.0CH3A ‐B01 ‐IR EXTERIOR  WALL IDF ‐3 ‐2 1,3,4 CR E A V I G I L O N 3 . 0 C H 3 A ‐B01 ‐IR EXTERIOR  WALL IDF ‐3 ‐2 1,3,4 CR F AVIGILON 3.0CH3A ‐B01 ‐IR EXTERIOR  WALL IDF ‐3 ‐1 1,3,4 CR G A V I G I L O N 3 . 0 C H 3 A ‐B01 ‐IR EXTERIOR  WALL IDF ‐3 ‐1 1,3,4 CR I A V I G I L O N 3 . 0 C H 3 A ‐B01 ‐IR EXTERIOR  WALL IDF ‐3 ‐1 1,3,4 CR H A V I G I L O N 3 . 0 C H 3 A ‐B01 ‐IR EXTERIOR  WALL IDF ‐3 ‐1 1,3,4 NOTES :1. MOUNTING: COORDINATE WITH ALL DI SCIPLINES AND OBSTRUCTIONS PRIOR TO ROUGHING-IN.2. VERIFY MOUNTING. MAKE CEILING IF POSSIBLE.3. MOUNT WITHIN 12" OF TOP OF ROOF LINE.4. PROVIDE ALL WEATHER CAMERA MOUNTS WITH CONCEALED CABLE PATHWAY TO INSIDE BUILDING. PROVIDE CABLE JACK INSIDE BUILDING ABOVE WALL PENETRATION. GE N E R A L N O T E S : 1. P R O V I D E S E C U R I T Y W O R K S T A T I O N : D E L L # T 3 6 1 0 - D U A L MO N I T O R S W I T H U P S . 2. P R O V I D E V I D E O S E R V E R : 1 0 M N I S # 1 R 4 4 T B 8 2 1 W I T H 3 0 DA Y S O F V I D E O S T O R A G E . U P G R A D E A B L E T O 2 X C A M E R A CO U N T . 3. P R O V I D E A C C E S S C O N T R O L S E R V E R : D E L L # R 3 2 0 . IN C L U D E ( 2 ) 1 9 " D E L L M O N I T O R S A N D U P S T O O P E R A T E SY S T E M F O R 1 0 M I N U T E S A N D P R O V I D E O R D E R L Y S H U T DO W N . SE C U R I T Y S T A T I O N I N EX I S T I N G B U I L D I N G SE E S H E E T 5 0 2 CA T 6 CA T 6 IP C A M E R A SW I T C H I N D A T A R A C K C AC C E S S C O N T R O L S E R V E R 2 J A C K S VI D E O S E R V E R SE C U R I T Y W O R K ST A T I O N JJ CA T 6 X 2 ADRXBZMD PSELDSCR LE G E N D : - C A R D R E A D E R P R O X . ( P R O V I D E M O D E L - M T 1 5 A P T I Q ) - D O O R S E N S O R / P O S I T I O N ( T O B E 1 0 7 8 C W O R B U I L T I N T O H A R D W A R E ) - E L E C T R I C S T R I K E - P O W E R S U P P L Y - T O U C H S E N S O R H A N D L E T O A C T I V A T E E L - B U Z Z E R L O C A L - R E Q U E S T T O E X I T ( T O B E D S 1 6 0 O R B U I L T I N T O D O O R H A R D W A R E ) - A U T O D O O R ( T O H A V E A N A D D I T I O N A L 1 8 - 6 A N D O L - 1 0 B R 3 R E L A Y B O A R D ) DE V I C E A N D W I R I N G N O T E S : 1. A L L D E V I C E S A T E A C H O P E N I N G S H A L L B E F L U S H M O U N T E D I N M E T A L L I C B O X E S A N D CO N D U I T R O U T E D T O L O C A L S E C U R I TY C O N S O L I D A T I O N J U N C T I O N B O X . 2. A L L C A B L E R E Q U I R E M E N T S S H A L L B E CO O R D I N A T E D W I T H S E C U R I T Y C O N T R A C T O R PR I O R T O B I D D I N G A N D A G A I N P R I O R T O I N S T A L L A T I O N W I T H A P P R O V E D A N D RE V I E W E D S E C U R I T Y P L A N B Y A R C H I T E C T . 3. P R O V I D E C O R R E C T N U M B E R O F H E A D E ND D E V I C E S A N D C O N T R O L S F O R A L L D O O R S NE E D I N G C O N T R O L L E D . 4. A L L W I R E S A N D C A B L E S I N D I C A T E D A R E F O R R E F E R E N C E O N L Y A N D S H A L L B E C O N F I R M E D WI T H M A N U F A C T U R E R O F E Q U I P M E N T P R O V I D E D . P R O V I D E A L L C A B L E R E Q U I R E D F O R E A C H DE V I C E . 5. F O R A L L A U T O D O O R S ( " A D " ) P R O V I D E A N A D D I T I O N A L 1 8 / 6 C A B L E F R O M C O N T R O L L E R . - P U S H B U T T O N PB 1 1 F. A . S Y S T E M SW I T C H I N D A T A R A C K PR O V I D E D B Y S E C U R I T Y C O N T R A C T O R AC C E S S C O N T R O L S E R V E R F. A . S Y S T E M 6. P L E N U M R A T E D C O M P O S I T E C A B L E I S W I N D Y C I T Y W I R E . P A R T # 4 4 6 1 0 5 0 1 2 2 1 1 3 CA T 6 X 2 31 1 ( D O O R O N L O C A T I O N - T Y P I C A L ) PR O V I D E C O N N E C T I O N TO F A S Y S T E M V I A MO N I T O R I N G M O D U L E . WE S T S E C O N D F L O O R I T R O O M JB RX 01 8 CO M P O S I T E AD 16 - 2 X2 22 - 4 01 9 CO M P O S I T E JB CR E L 22 - 4 01 4 CO M P O S I T E X2 DS 22 - 2 X2 RX 18 - 2 JB CR EL 22 - 6 ( S T P ) 16 - 2 01 3 CO M P O S I T E DS 22 - 2 PS 18 - 2 JB RX AD 16 - 2 X2 22 - 4 PS AD 16 - 2 1 6 - 2 12 0 V / 2 0 A 22 - 6 ( T S P ) 12 0 V / 2 0 A JB MD E L 22 - 4 00 9 CO M P O S I T E X2 DS 22 - 2 RX 18 - 2 CR 18 - 2 22 - 6 ( T S P ) PS 16 - 2 12 0 V / 2 0 A JB CR E L 22 - 6 ( S T P ) 16 - 2 01 2 CO M P O S I T E X2 DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A JB CR E L 22 - 6 ( S T P ) 16 - 2 S2 - 0 CO M P O S I T E DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A JB AD E L 22 - 4 11 1 A CO M P O S I T E X2 DS 22 - 2 RX 18 - 2 16 - 2 PS 16 - 2 12 0 V / 2 0 A X2 X2 JB MD E L 22 - 4 11 1 B CO M P O S I T E X2 DS 22 - 2 RX 18 - 2 CR 18 - 2 22 - 6 ( T S P ) PS 16 - 2 12 0 V / 2 0 A X2 AD 16 - 2 JB CR E L 22 - 6 ( S T P ) 16 - 2 S2 - 1 B CO M P O S I T E DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A JB CR E L 18 - 2 S2 - 1 A CO M P O S I T E X2 DS 22 - 2 MD 18 - 2 PS 16 - 2 12 0 V / 2 0 A 22 - 6 ( S T P ) JB CR E L 22 - 6 ( S T P ) 16 - 2 10 9 CO M P O S I T E DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A JB CR E L 22 - 6 ( S T P ) 16 - 2 10 5 A CO M P O S I T E DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A JB CR E L 18 - 2 10 3 A CO M P O S I T E X2 DS 22 - 2 MD 18 - 2 PS 16 - 2 12 0 V / 2 0 A X2 22 - 6 ( S T P ) 10 3 B CO M P O S I T E JB DS X2 22 - 2 10 3 C CO M P O S I T E JB DS X2 22 - 2 JB CR E L 22 - 6 ( S T P ) 16 - 2 S2 - 2 DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A JB CR E L 22 - 6 ( S T P ) 16 - 2 21 2 CO M P O S I T E DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A JB DS 20 8 A CO M P O S I T E EL 18 - 2 22 - 2 JB MD E L 16 - 2 20 8 B CO M P O S I T E DS 22 - 2 PS 18 - 2 CR 16 - 2 22 - 6 ( T S P ) X2 12 0 V / 2 0 A 20 5 A CO M P O S I T E JB DS 22 - 2 20 6 A CO M P O S I T E JB DS 22 - 2 20 7 A CO M P O S I T E JB DS 22 - 2 CO O L E R 6/ 1 4 ' S WA L K - I N C O O L E R JB CR E L 22 - 6 ( S T P ) 16 - 2 S2 - 3 CO M P O S I T E DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A JB CR E L 22 - 6 ( S T P ) 16 - 2 CO M P O S I T E DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A JB CR E L 22 - 6 ( S T P ) 16 - 2 S2 - 4 CO M P O S I T E DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A CR 18 - 6 X 2 EL E V A T O R C O N T O L L E R EA S T S E C O N D F L O O R I T R O O M SS P - D 2 R S C - 2 RS C - 2 R S C - 2 RS C - 2 R S C - 2 PA N E L B 1 RS C - 2 R S C - 2 RS C - 2 R S C - 2 RS C - 2 S P A R E PA N E L B 2 JB CR E L 22 - 6 ( S T P ) 16 - 2 02 1 CO M P O S I T E X2 DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A JB CR E L 22 - 6 ( S T P ) 16 - 2 02 2 CO M P O S I T E X2 DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A JB CR E L 22 - 6 ( S T P ) 16 - 2 00 3 CO M P O S I T E X2 DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A JB CR E L 22 - 6 ( S T P ) 16 - 2 00 4 CO M P O S I T E X2 DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A JB CR E L 22 - 6 ( S T P ) 16 - 2 S1 - 0 CO M P O S I T E DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A JB CR E L 22 - 6 ( S T P ) 16 - 2 03 0 CO M P O S I T E DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A JB PB E L 22 - 4 11 3 A CO M P O S I T E X2 DS 22 - 2 RX 18 - 2 AD 16 - 2 16 - 2 PS 16 - 2 12 0 V / 2 0 A X2 X2 JB CR EL 22 - 4 11 3 B CO M P O S I T E X2 DS 22 - 2 X2 RX 18 - 2 PB AD 16 - 2 1 6 - 2 22 - 6 ( T S P ) MD 18 - 2 JB CR EL 22 - 6 ( S T P ) 16 - 2 11 5 CO M P O S I T E DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A JB CR EL 22 - 6 ( S T P ) 16 - 2 S1 - 1 CO M P O S I T E DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A JB CR EL 18 - 2 S1 - 1 A CO M P O S I T E DS 22 - 2 MD 18 - 2 PS 16 - 2 12 0 V / 2 0 A 22 - 6 ( S T P ) JB BZ E L 16 - 2 1 6 - 2 10 1 B CO M P O S I T E X2 DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A X2 JB CR EL 16 - 2 10 1 C CO M P O S I T E X2 DS 22 - 2 BZ 18 - 2 22 - 6 ( T S P ) PS 16 - 2 12 0 V / 2 0 A X2 JB CR E L 22 - 4 20 2 CO M P O S I T E X2 DS 22 - 2 BZ 18 - 2 22 - 6 ( T S P ) PS 16 - 2 12 0 V / 2 0 A X2 X2 JB RX P S 22 - 4 20 1 CO M P O S I T E X2 DS 22 - 2 16 - 2 12 0 V / 2 0 A X2 JB CR E L 22 - 6 ( S T P ) 16 - 2 S1 - 2 CO M P O S I T E DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A JB CR E L 22 - 6 ( S T P ) 16 - 2 22 2 CO M P O S I T E DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A JB CR E L 22 - 6 ( S T P ) 16 - 2 21 7 CO M P O S I T E DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A JB CR E L 22 - 6 ( S T P ) 16 - 2 S1 - 3 CO M P O S I T E DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A JB CR E L 22 - 6 ( S T P ) 16 - 2 33 3 CO M P O S I T E DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A JB CR E L 22 - 6 ( S T P ) 16 - 2 S1 - 4 CO M P O S I T E DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A JB S1 - 5 CO M P O S I T E DS 22 - 2 JB CR E L 22 - 6 ( S T P ) 16 - 2 21 5 A CO M P O S I T E DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A JB CR E L 22 - 6 ( S T P ) 16 - 2 21 6 A CO M P O S I T E DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A JB CR E L 22 - 6 ( S T P ) 16 - 2 21 6 B CO M P O S I T E DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A JB CR E L 22 - 6 ( S T P ) 16 - 2 21 8 A CO M P O S I T E DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A X2 X 2 X 2 JB CR E L 22 - 6 ( S T P ) 16 - 2 21 3 CO M P O S I T E DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A JB CR E L 22 - 6 ( S T P ) 16 - 2 21 4 CO M P O S I T E DS 22 - 2 18 - 2 12 0 V / 2 0 A JB CR E L 22 - 6 ( S T P ) 16 - 2 21 5 B CO M P O S I T E DS 22 - 2 PS 18 - 2 12 0 V / 2 0 A X2 X 2 JB RX E L 18 - 2 00 1 CO M P O S I T E DS 22 - 2 MD 18 - 2 PS 16 - 2 12 0 V / 2 0 A 22 - 4 X2 X 2 X 2 X 2 PS 16 - 2 12 0 V / 2 0 A JB RX E L 18 - 2 10 1 A CO M P O S I T E DS 22 - 2 MD 18 - 2 PS 16 - 2 12 0 V / 2 0 A 22 / 4 X2 X 2 X 2 X 2 18 - 2 MD JB CR EL 16 - 2 10 1 D CO M P O S I T E X2 DS 22 - 2 BZ 18 - 2 22 - 6 ( T S P ) PS 16 - 2 12 0 V / 2 0 A X2 18 - 2 MD 18 - 2 MD 18 - 2 MD X2 RS C - 2 R S C - 2 RS C - 2 S P A R E PA N E L B 3 RS C - 2 RS C - 2 SS P - D 2 R S C - 2 RS C - 2 R S C - 2 RS C - 2 S P A R E PA N E L A 1 RS C - 2 R S C - 2 RS C - 2 R S C - 2 RS C - 2 S P A R E PA N E L A 2 RS C - 2 R S C - 2 SP A R E S P A R E PA N E L A 3 RS C - 2 RS C - 2 PS JB CR E L 22 - 6 ( S T P ) 16 - 2 11 2 A CO M P O S I T E DS 22 - 2 18 - 2 12 0 V / 2 0 A PS X2 16 - 2 PS 12 0 V / 2 0 A CR 18 - 6 X 2 CO O R D I N A T E W I T H EL E V A T O R S U P P L I E R 12 0 V / 2 0 A PR O V I D E C O N N E C T I O N TO F A S Y S T E M V I A MO N I T O R I N G M O D U L E . 12 0 V / 2 0 A 3 DA T A 1 8 - 4 DA T A 1 8 - 4 DA T A 1 8 - 4 DA T A 1 8 - 4 CO M P O S I T E CO N D U I T S I Z E AN D Q U A N T I T Y AS N E E D E D (T Y P . ) 7. C O N T R A C T O R S H A L L C O O R D I NA T E D A C T U A L Q U A N T I T I E S A N D LO C A T I O N S W I T H F L O O R P L A N S , SP E C I F I C A T I O N S , A N D D O O R H A R D W A R E S C H E D U L E . C O N T R A C T O R I S R E S P O N S I B L E F O R PR O V I D I N G A L L D E V I C E S , P O W E R , E Q U I P M E N T , CA B L E S A N D P R O G R A M M I N G F O R A C O M P L E T E A N D US A B L E S Y S T E M . CA T 6 X 2 CO D E D N O T E S : 1. S H O W N H E R E F O R R E F E R E N C E O N L Y . ( F U T U R E D E V I C E ) P R O V I D E A L L C A B L I N G T O AB O V E D O O R . 2. P U S H B U T T O N ( " P B " ) A T R E C E P T I O N D E S K S H A L L U N L O C K A N D O P E N B O T H S E T S O F DO O R S . P U S H B U T T O N N O T E D H E R E A T 1 1 3 A , A N D 1 1 3 B I S T H E S A M E B U T T O N . 3. R O U T E 1 2 0 V / 2 0 A C I R C U I T T O E A C H C O NT R O L P A N E L G R O U P . C O O R D I N A T E W I T H SE C U R I T Y C O N T R A C T O R . 4. R E F E R T O S E C U R I T Y S Y S T E M R I S E R . 5. H O U S E N E T W O R K C A B L I N G . 6. P R O V I D E C O N N E C T I O N T O H O U S E N E TW O R K S W I T C H I N S A M E I D F C L O S E T . 6 4 5 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 0 3 : 2 2 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t T505SECURITY DETAILS & RISERSDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review N. T . S 2 DE T A I L - A C C E S S C O N T RO L D O O R D E T A I L S N. T . S 4 DE T A I L - S E C U R I T Y S Y S T E M R I S E R N. T . S 1 DE T A I L - A C C E S S CO N T R O L D I A G R A M No. Date Description VOIP SYSTEM MI C R O P H O N E W A L L P L A T E MW P WI R E L E S S M I C R O P H O N E T R A N S M I T T E R MI C MI C R O P H O N E W A L L P L A T E MW P WI R E L E S S M I C R O P H O N E T R A N S M I T T E R MI C MI C R O P H O N E W A L L P L A T E MW P WI R E L E S S M I C R O P H O N E T R A N S M I T T E R MI C MI C R O P H O N E W A L L P L A T E MW P WI R E L E S S M I C R O P H O N E T R A N S M I T T E R MI C MI C R O P H O N E W A L L P L A T E MW P WI R E L E S S M I C R O P H O N E T R A N S M I T T E R MI C MI C R O P H O N E W A L L P L A T E MW P WI R E L E S S M I C R O P H O N E T R A N S M I T T E R MI C MI C R O P H O N E W A L L P L A T E MW P WI R E L E S S M I C R O P H O N E T R A N S M I T T E R MI C DS P S E R V E R DS P WI R E L E S S M I C R X WR X WI R E L E S S M I C R X WR X WI R E L E S S M I C R X WR X WI R E L E S S M I C R X WR X WI R E L E S S M I C R X WR X WI R E L E S S M I C R X WR X MI C R O P H O N E W A L L P L A T E MW P WI R E L E S S M I C R O P H O N E T R A N S M I T T E R MI C WI R E L E S S M I C R O P H O N E T R A N S M I T T E R MI C WI R E L E S S M I C R O P H O N E T R A N S M I T T E R MI C WI R E L E S S M I C R O P H O N E T R A N S M I T T E R MI C WI R E L E S S M I C R O P H O N E T R A N S M I T T E R MI C WI R E L E S S M I C R X WR X WI R E L E S S M I C R X WR X WI R E L E S S M I C R X WR X WI R E L E S S M I C R X WR X WI R E L E S S M I C R X WR X WI R E L E S S M I C R X WR X PA G I N G S Y S T E M PA G E DM S W I T C H E R DM S W WI R E L E S S M I C R O P H O N E T R A N S M I T T E R MI C FR O N T W A L L - M E E T I N G R O O M ( 2 1 3 ) FR O N T W A L L - M E E T I N G R O O M ( 2 1 4 ) FR O N T W A L L - M E E T I N G R O O M ( 2 1 5 ) FR O N T W A L L - M E E T I N G R O O M ( 2 1 6 ) FR O N T W A L L - C O N F . R O O M ( 2 0 5 ) FR O N T W A L L - C O N F . R O O M ( 2 0 6 ) FR O N T W A L L - C O N F . R O O M ( 2 0 7 ) EQ U I P M E N T R A C K - A V R - 0 1 1ST FLOOR - ZONES A, B, & C RE C E P T I O N I S T D E S K FR O N T W A L L - S H O W R O O M ( A ) 1 1 2 FR O N T W A L L - S H O W R O O M ( B ) 1 1 2 FR O N T W A L L - S H O W R O O M ( C ) 1 1 2 FR O N T W A L L - S H O W R O O M ( D ) 1 1 2 1ST FLOOR - ZONE D 1ST FLOOR - ZONE E,F 1ST FLOOR - ZONE G,H 2ND FLOOR - 4 MEETING ROOM (213-216)2ND FLOOR - CONF. RMS 204-206 SO U T H A R E A O F C A F E 1 0 3 (O W N E R ' S E X I S T I N G S Y S T E M ) AV / LIGHTING CONTROL STATION121212121212GENERAL NOTES:A. ALL ZONES MAY NOT BE INDICATED.B. THIS DIAGRAM IS MEANT TO INDICATE SYSTEM CONNECTIVITY, SEE FLOOR PLANS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION, QUANTITIES, AND LOCATIONS.C. ALL DEVICES, 'J' HOOKS, CABLES, PATHWAYS,TERMINATIONS, CONNECTIONS, BOXES, TESTING, ETC.IN ORDER TO PROVIDE A CO MPLETE AND WORKING SYSTEM BY AV CONTRACTOR.CODED NOTES:1. REFER TO PLANS FOR SPEAKER QUALITY.2. REFER TO PLANS FOR SPEAKER ZONES.No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 0 3 : 2 5 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t T701A/V RISER DIAGRAMDelta Faucet Headquarters ExpansionD. JAMESC. MURRAY10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review NT S 1 DE T A I L - A / V R I S E R D I A G R A M 1 No. Date Description WI R E D T O U C H P A N E L TP WI R E D T O U C H P A N E L TP WI R E D T O U C H P A N E L TP WI R E D T O U C H P A N E L TP WI R E D T O U C H P A N E L TP WI R E L E S S T O U C H P A N E L TP WI R E D T O U C H P A N E L TP CO N T R O L P R O C E S S O R CT L WI R E L E S S P R E S E N T A T I O N WR X WI R E L E S S P R E S E N T A T I O N WR X WI R E L E S S P R E S E N T A T I O N WR X WI R E L E S S P R E S E N T A T I O N WR X WI R E L E S S P R E S E N T A T I O N WR X WI R E L E S S P R E S E N T A T I O N WR X WI R E L E S S P R E S E N T A T I O N WR X DISPLAY CART MONHDMI SCALER / RECEIVER DMRXVIDEO PROJECTIOR VPJHDMI SCALER / RECEIVER DMRX ELEC PROJ.SCREEN SCRNVIDEO PROJECTIOR VPJHDMI SCALER / RECEIVER DMRX ELEC PROJ.SCREEN SCRN DM S W I T C H E R DM S W PO W E R S E Q U E N C E R PS U DI G I T A L S I G N A L P R O C E S S O R DS P LI G H T I N G C O N T R O L M O D U L E IN T WA L L S E N S O R CT L WA L L S E N S O R CT L WA L L S E N S O R CT L WA L L S E N S O R CT L WA L L S E N S O R CT L RE A R W A L L - M E E T I N G R O O M ( 2 1 3 ) RE A R W A L L - M E E T I N G R O O M ( 2 1 4 ) RE A R W A L L - M E E T I N G R O O M ( 2 1 5 ) RE A R W A L L - M E E T I N G R O O M ( 2 1 6 ) RE A R W A L L - C O N F . R O O M ( 2 0 5 ) RE A R W A L L - C O N F . R O O M ( 2 0 6 ) RE A R W A L L - C O N F . R O O M ( 2 0 7 ) EQ U I P M E N T R A C K - A V R - 0 1 70" DISPLAYS ON CARTS (REFER TO PLANS FOR QUANTITIES)CEILING - MEETING ROOM (215)CEILING - MEETING ROOM (216)RS232 CTL OF DISPLAY RLY CTL OF SCREEN RS232 CTL OF DISPLAY RLY CTL OF SCREEN OWNER'S NETWORK FOR SIGNAGE DISPLAY CONTROL RS232 CTL OF DISPLAYGENERAL NOTES:A. ALL ZONES MAY NOT BE INDICATED.B. THIS DIAGRAM IS MEANT TO INDICATE SYSTEM CONNECTIVITY, SEE FLOOR PLANS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION, QUANTITIES, AND LOCATIONS.C. ALL DEVICES, 'J' HOOKS, CABLES, PATHWAYS,TERMINATIONS, CONNECTIONS, BOXES, TESTING, ETC.IN ORDER TO PROVIDE A CO MPLETE AND WO RKING SYSTEM BY AV CONTRACTOR.No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 0 3 : 2 8 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t T702A/V RISER DIAGRAMDelta Faucet Headquarters ExpansionD. JAMESM. EADS10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review NT S 1 DE T A I L - A / V R I S E R D I A G R A M 2 No. Date Description HD M I T R A N S M I T T E R DM T X HD M I T R A N S M I T T E R DM T X HD M I T R A N S M I T T E R DM T X HD M I T R A N S M I T T E R DM T X HD M I T R A N S M I T T E R DM T X HD M I T R A N S M I T T E R DM T X HD M I T R A N S M I T T E R DM T X HD M I T R A N S M I T T E R DM T X HD M I T R A N S M I T T E R DM T X HD M I T R A N S M I T T E R DM T X HD M I T R A N S M I T T E R DM T X HD M I T R A N S M I T T E R DM T X HD M I T R A N S M I T T E R DM T X HD M I T R A N S M I T T E R DM T X AV S W I T C T H E R 3 2 x 3 2 DM S W WI R E L E S S P R E S E N T A T I O N WR X WI R E L E S S P R E S E N T A T I O N WR X WI R E L E S S P R E S E N T A T I O N WR X WI R E L E S S P R E S E N T A T I O N WR X WI R E L E S S P R E S E N T A T I O N WR X WI R E L E S S P R E S E N T A T I O N WR X WI R E L E S S P R E S E N T A T I O N WR X DM F L O O R P L A T E IN T DM F L O O R P L A T E IN T DISPLAY CART MONHDMI SCALER / RECEIVER DMRX DM F L O O R P L A T E IN T DM F L O O R P L A T E IN T DM F L O O R P L A T E IN T DM F L O O R P L A T E IN T VIDEO PROJECTIOR VPJHDMI SCALER / RECEIVER DMRX ELEC PROJ.SCREEN SCRNVIDEO PROJECTIOR VPJHDMI SCALER / RECEIVER DMRX ELEC PROJ.SCREEN SCRN FR O N T / R E A R - M E E T I N G R O O M ( 2 1 3 ) FR O N T / R E A R - M E E T I N G R O O M ( 2 1 4 ) FR O N T / R E A R - M E E T I N G R O O M ( 2 1 5 ) FR O N T / R E A R - M E E T I N G R O O M ( 2 1 6 ) FR O N T / R E A R - C O N F . R O O M ( 2 0 5 ) FR O N T / R E A R - C O N F . R O O M ( 2 0 6 ) FR O N T / R E A R - C O N F . R O O M ( 2 0 7 ) FL O O R P O K E F O R C A R T S - C O N F . R O O M ( 2 0 7 ) FL O O R P O K E F O R C A R T S - C O N F . R O O M ( 2 0 6 ) FL O O R P O K E F O R C A R T S - C O N F . R O O M ( 2 0 5 ) EQ U I P M E N T R A C K - A V R - 0 1 70" DISPLAYS ON CARTS (QTY. 5)CEILING - MEETING ROOM (215)CEILING - MEETING ROOM (216)RS232 CTL OF DISPLAY RLY CTL OF SCREEN RS232 CTL OF DISPLAY RLY CTL OF SCREEN RS232 CTL OF DISPLAYGENERAL NOTES:A. ALL ZONES MAY NOT BE INDICATED.B. THIS DIAGRAM IS MEANT TO INDICATE SYSTEM CONNECTIVITY, SEE FLOOR PLANS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION, QUANTITIES, AND LOCATIONS.C. ALL DEVICES, 'J' HOOKS, CABLES, PATHWAYS,TERMINATIONS, CONNECTIONS, BOXES, TESTING, ETC.IN ORDER TO PROVIDE A CO MPLETE AND WO RKING SYSTEM BY AV CONTRACTOR.No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 0 3 : 3 2 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t T703A/V RISER DIAGRAMDelta Faucet Headquarters ExpansionD. JAMESM. EADS10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review NT S 1 DE T A I L - A / V R I S E R D I A G R A M 3 No. Date Description S A A HW CW HW R SA N V ST GSS A M P GP D HDGP H GP M HPHG T HZ GA L L O N S P E R D A Y H HE A D GA L L O N S P E R H O U R GA L L O N S P E R M I N U T E HE I G H T HO R S E P O W E R HE R T Z VO L T VE N T T H R U R O O F VA C U U M ( M E D G A S ) WA T E R VA C U U M B R E A K E R V WVT R VB W MV FI N F L E L °FEX P EX H FDEX I S T GA FO V FO S FO R FO F GA L FT EX I S T I N G EX P A N S I O N DE G R E E S F A H R E N H E I T EX H A U S T F FL O O R D R A I N GA U G E FU E L O I L T A N K V E N T FU E L O I L S U P P L Y FU E L O I L R E T U R N FU E L O I L F I L L FI N I S H E D F L O O R E L E V A T I O N G GA L L O N S FO O T O R F E E T DNDI A DI DW DW G EQ U I P ELDE P T DCU F T CO N T CU I N DI A M E T E R DO W N DE I O N I Z E D W A T E R DI S T I L L E D W A T E R DR A W I N G EQ U I P M E N T EL E V A T I O N E DE P A R T M E N T D CO N T I N U A T I O N CU B I C F E E T CU B I C I N C H DR A I N ST A N D A R D SP E C I F I C A T I O N ST R A I N E R SH E E T SO F T P O T A B L E W A T E R TE M P E R A T U R E TO P E L E V A T I O N TE M P E R E D W A T E R S U P P L Y TH E R M O S T A T I C M I X I N G V A L V E TY P I C A L UN L E S S N O T E D O T H E R W I S E ST D ST R SP E C SH T SW TE M P T TW S TM V TE TY P U V UN O PR E S S U R E R E D U C I N G V A L V E PS I G A U G E PO U N D S P E R S Q U A R E I N C H PA R T S P E R M I L L I O N PR E S S U R E PU M P E D D I S C H A R G E RE V E R S E O S M O S I S W A T E R RE C I R C U L A T I N G P U M P RE V O L U T I O N S P E R M I N U T E RE D U C E D P R E S S U R E B A C K F L O W P R E V E N T E R SE C O N D PR E S S PS I G PR V PS I PP M PD RO R RC P RP M RP B P S SE C AB B R E V I A T I O N S CF H AWAVAV G AU T O BF V BO P BL D G A CF M CA P CU B I C F E E T P E R H O U R AC I D W A S T E AC I D V E N T CB AV E R A G E AU T O M A T I C BU T T E R F L Y V A L V E BU I L D I N G BO T T O M O F P I P E CO M P R E S S E D A I R ( S H O P A I R ) CU B I C F E E T P E R M I N U T E CA P A C I T Y AP P R O X AE MA AB V AF F AM P AN E S T H E S I A E V A C U A T I O N CO M P R E S S E D A I R ( M E D I C A L G A S ) A AB O V E AB O V E F I N I S H E D F L O O R AP P R O X I M A T E AM P E R E NU M B E R NO T T O S C A L E NO N - P O T A B L E W A T E R OW N E R F U R N I S H E D , C O N T R A C T O R I N S T A L L E D OU T S I D E S T E M & Y O K E V A L V E OX Y G E N NI T R O G E N LI Q U I D O X Y G E N NO T I N C O N T R A C T NO R M A L L Y O P E N MA X I M U M NO T A P P L I C A B L E MI N I M U M NO R M A L L Y C L O S E D NO . NT S NP W O OS & Y O OF C I NLO X NM NI C NOMA X N/ AMI N NC IN C H E S IN V E R T E L E V A T I O N IN D I R E C T W A S T E PO U N D S KI L O W A T T LE N G T H LI N E A R F E E T I IN IWIN V E L LK KW LB LGLF N2 O N I T R O U S O X I D E FO D F U E L O I L D I S C H A R G E FO G F U E L O I L G A U G E L I N E FO O F U E L O I L O V E R F L O W L I N E AR AR G O N HE H E L I U M H H Y D R O G E N LN L I Q U I D N I T R O G E N AR C H I T E C T BF B E L O W F L O O R CO N N C O N N E C T I O N O R C O N N E C T HV A C H E A T I N G , V E N T I L A T I N G A N D A I R C O N D I T I O N I N G ME C H M E C H A N I C A L MF G M A N U F A C T U R E R PL B G P L U M B I N G RD R O O F D R A I N SR D S E C O N D A R Y R O O F D R A I N PS F U E L P O L I S H S U P P L Y ST S T L S T A I N L E S S S T E E L TO P T O P O F P I P E AR C H GENERAL NOTES COCO PR F U E L P O L I S H R E T U R N PX . X A PX . X 1 WA S H F O U N T A I N WF UR I N A L UR WA T E R C L O S E T WC SI N K S SH O W E R SH MO P S I N K MS EW C E L E C T R I C W A T E R C O O L E R E E M E R G E N C Y F I X T U R E LA V A T O R Y L BT B A T H T U B CS C L I N I C S I N K SY M B O L S L I S T PI P I N G DO M E S T I C H O T W A T E R DO M E S T I C C O L D W A T E R DO M E S T I C H O T W A T E R R E T U R N SA N I T A R Y VE N T ST O R M NA T U R A L G A S PI P I N G ( F I T T I N G S , V A L V E S , A N D M I S C E L L A N E O U S ) DR O P RI S E TE E CA P FL O W A R R O W PU M P BU T T E R F L Y V A L V E BA L L V A L V E CH E C K V A L V E BA L A N C E V A L V E ST R A I N E R UN I O N TE M P E R A T U R E & P R E S S U R E R E L I E F V A L V E TH E R M O M E T E R ME T E R PI P E S L E E V E PR E S S U R E R E D U C I N G V A L V E PR E S S U R E / T E M P E R A T U R E T E S T P L U G GA T E V A L V E O R G E N E R A L S E R V I C E V A L V E GL O B E V A L V E PL U G V A L V E SO L E N O I D V A L V E GA S P R E S S U R E R E G U L A T O R OU T S I D E S T E M & Y O K E V A L V E RE D U C E D P R E S S U R E B A C K F L O W P R E V E N T E R WA T E R H A M M E R A R R E S T O R PR E S S U R E G A U G E W I T H S T O P C O C K AQ U A S T A T WA L L H Y D R A N T O R H O S E B I B B CL E A N O U T CL E A N O U T A T F L O O R O R A T G R A D E SE C O N D A R Y S T O R M FL O O R O R A R E A D R A I N RO O F D R A I N NO T A T I O N S DO M E S T I C W A T E R R I S E R SA N I T A R Y S T A C K 1. COORDINATE EXACT REQUIREMENTS AND LOCATION OF WORK WITH THE WORK OF OTHER TRADES PRIOR TO FABRICATION. PROVIDE ADDITIONAL OFF-SETS AND SECTIONS OF PIPING AS MAY BE REQUIRED TO MEET THE APPLICABLE JOB CONDITION REQUIREMENTS. VERIFY EXISTING JOB-SITE ELEVATIONS, DIMENSIONS,AND CONDITIONS, PRIOR TO FABRICATION OR INSTALLATION OF THE WORK.COORDINATE EXACT ROUTING OF PIPING WITH OTHER TRADES SO THAT NO CONFLICTS OCCUR WITH DUCTWORK, PIPING, LIGHTS, STRUCTURE, ETC.2. ALL SEALS, BEARINGS, PACKINGS, AND ACCESSORIES FOR ALL EQUIPMENT AND/OR PIPING SPECIALTIES SHALL BE SUITABLE FOR THE CONTINUOUS OPERATIONAL TEMPERATURES, PRESSURES AND CHARACTERISTICS, OF THE SYSTEMS THEY SERVE.3. VISIT THE SITE OF THE WORK AND DETERMINE AN EXACT KNOWLEDGE OF CONDITIONS AFFECTING THE EXECUTION OF WORK. AFTER VISITING THE SITE,REQUEST SUCH FURTHER INFORMATION AND/OR CLARIFICATIONS AS NECESSARY TO FULLY UNDERSTAND THE WORK REQUIRED AND TO PROPERLY ESTIMATE COSTS. THE RENDERING OF A PROPOSAL OR BID TO PERFORM THE WORK SHALL REPRESENT THAT THE SITE HAS BEEN VISITED AND ALL CONDITIONS AFFECTING PERFORMANCE OF THE CONTRACT HAVE BEEN NOTED.4. ALL FLOOR PENETRATIONS TO BE SEALED WATER TIGHT AND COMPLETELY PACKED WITH FIRE STOP MATERIAL BY TRADE CONTRACTORS.5. PROVIDE NEW DOMESTIC WATER, SANITARY WASTE, STORM DRAINAGE, NATURAL GAS, VENT AND PROCESS WATER SYSTEMS FOR THIS BUILDING. PROVIDE ALL NECESSARY COMPONENTS FOR FULLY OPERATIONAL SYSTEM. INSTALL SYSTEMS IN ACCORDANCE WITH STATE REQUIREMENTS AND LOCAL AUTHORITY HAVING JURISDICTION.6. COORDINATE THE LOCATION OF ALL UTILITY CONNECTION POINTS, FLOOR DRAINS AND HUB DRAINS FOR EQUIPMENT WITH OTHER TRADES.7. THE CONTRACTOR IS TO VERIFY THE EXACT SERVICE OF ANY EXISTING PIPING OR DUCTWORK PRIOR TO INSTALLING ANY NEW CONNECTIONS. ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS OR THE DESIGN INTENT AND ACTUAL CONDITIONS ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY, PRIOR TO INSTALLING SAID CONNECTION. CO M P R E S S E D A I R No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 4 : 0 6 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t P000PLUMBINGGENERALINFORMATIONSHEETDelta Faucet Headquarters ExpansionC. DALTOND. TOWNSEND10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner ReviewNo. Date Description SA N 3 4 4 SA N S A N S A N SA N SA N SA N 3 3 5 2 1 2 SE - 1 SE - 2 4" 4" 4" 6" 6" A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 6" 4" 6 S A N SA N S A N 3 4 4" 16 9 15 8 1011 4" 7 1110 8 10 3 2" 4" 4" 6"6" 4 4" 2" 17 4" 7 9 13 18 19 19 19 19 19 19 20 21 22 3 3 4 4" SA N 4" 4" SP - 1 CT - 1 HT - 1 4" 12 12 14 23 23 LA B T R E N C H LI F E C Y C L E T R E N C H 3 2" 24 4" 4" 4 2" SA N 18 4 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 4 : 1 3 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t P010FOUNDATIONPLUMBING PLANDelta Faucet Headquarters ExpansionC. DALTOND. TOWNSEND10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 FO U N D A T I O N P L U M B I N G P L A N CODED NOTES:1. 4" STORM UP TO EXTERIOR CLEANOUT FROM FOUNDATION DRAWINGS.2. FOUNDATION DRAINAGE BY OTHERS SEE CIVIL DRAWINGS.3. 4" SANITARY UP TO FLOOR CLEANOUT.4. 4" SANITARY UP TO FLOOR DRAIN.5. 6" SANITARY UP TO FLOOR DRAIN.6. 4" HUB DRAIN FOR FIRE PROTECTION DRAIN RISER.7. 4" SANITARY UP THRU RECESSED SLAB AND CAPPED FOR FUTURE CONNECTIONS.8. 2" SANITARY UP TO FLOOR DRAIN.9. 2" SANITARY UP TO LAVATORY.10. 4" SANITARY UP TO WATER CLOSET.11. 4" SANITARY UP, 2" VENT UP.12. INSTALL BLEED VALVES ON END OF TRENCH PIPING.SEE BLEED VALVE DETAIL 1/P504 13. 2" VENT UP.14. PROVIDE CAPS ON END OF EACH PIPE IN TRENCH AT THIS LOCATION.15. 2" SANITARY UP TO URINAL.16. 3" UP TO MOP SINK, 2" VENT UP.17. 2" SANITARY UP TO WATER COOLER.18. 2" SANITARY UP TO SINK.19. LAB/ LIFE CYCLE PIPING IN TRENCH. SEE DETAILS ON DRAWINGS P503 AND P504.20. COLD WATER STORAGE TANK. SEE DETAIL 1/P503.21. HOT WATER STORAGE TANK. SEE DETAIL 2/P503.22. TRENCH SUMP BASIN.23. TRENCH PIPING SUPPLIES TO PUMPS ABOVE. SEE P401 AND DETAIL DRAWINGS P503 AND P504.24. 2" SANITARY UP TO EMERGENCY EYEWASH.GENERAL NOTES:A. CONTRACTOR IS TO COORDI NATE PIPE ROUTING WITH ALL TRADES. ADDITIONAL BENDS OR OFFSETS MAY BE REQUIRED TO INSTALL COMPLETE PLUMBING SYSTEMS.B. SANITARY AND STORM PIPING IS TO BE INSTALLED WITH A MINIMUM OF 1/8" PER FOOT SLOPE.C. NO HORIZONTAL CONNECTIONS SHALL BE MADE WITHIN 10 PIPE DIAMETERS OF THE BASE OF ANY STACK.D. INSULATE ALL RAIN LEADER PIPING WITH 1" INSULATION WITH VAPOR BARRIER (HORIZONTAL PIPING ONLY).INSULATION SHALL NOT PENETRATE RATED WALLS.E. CONTRACTOR SHALL VERIFY THAT ALL FLOOR/CEILING ASSEMBLES MEET THE REQUIRED RATING.No. Date Description DN RE F . S 3 ' - 6 " D O O R W I D T H I N T E R I O R W I D T H 6 ' - 8 " INTERIOR DEPTH 5'-61_8" H O I S T W A Y W I D T H 8 ' - 6 " 3'-67_8" CENTER LINE OF GUIDERAIL 4 ' - 4 3 _ 4 " 7 1 _ 4 " HOISTWAY DEPTH 6'-11" H S C optional wall C FC O FC O FC O I. E = 1 2 . 8 3 ' I. E = 1 2 . 6 2 ' I. E = + / - 8 4 1 . 7 2 ' Me c h a n i c a l 01 2 St o r a g e R o o m 00 9 Li f e C y c l e T e s t i n g 02 1 Me c h a n i c a l & Su p p l y 02 2 Mo d e l S h o p 01 4 St o r a g e R o o m 01 5 Of f i c e 01 6 Gr i n d i n g 01 7 Cl e a n i n g R o o m 01 8 3D P r i n t i n g 01 9 Ba t h i n g Ex p e r i e n c e (F u t u r e ) 00 7 Ba t h i n g I n s t a l l & Te s t i n g 00 4 Pa c k a g e T e s t i n g 00 3 La b W o r k A r e a 02 3 W. I . P . 02 6 Se c u r e S t o r a g e 02 7 Op t i c a l 02 4 Pe n d i n g 02 5 A Of f i c e 02 9 Wa t e r S e r v i c e 03 1 El e c t r i c a l R o o m 03 0 Co r r i d o r 00 5 Ch a n g i n g (F u t u r e ) 00 6W. R . R . 00 8 M. R . R . 01 0 ID F 01 3 Ja n . 01 1 In c o m i n g 02 5 La b O f f i c e s 02 8 ST S T ST 4 2 3 1 6 5 6 SA N ST 4 4" CO CO CO CO SA N (1 , 5 7 8 S Q . F T ) 8" (1 0 , 2 5 4 S Q . F T ) (5 , 9 7 3 S Q . F T ) 8" (5 , 9 7 3 S Q . F T ) 8" S T ( 1 0 , 2 5 4 S Q . F T . ) I. E . = + / - 8 4 2 . 1 6 ' 8" S T ( 5 , 9 7 3 S Q . F T . ) I. E . = + / - 8 4 2 . 1 6 ' A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 XA A EC O G S A N 6" 9 12 11 7 16 8" ST S T S A N S A N S A N S A N P4 0 1 1 G S A N S A N S A N 2" F D - 1 2" F D - 1 FC O 17 17 MS - 1 L- 2 U- 1 WC - 2 4" F D - 3 WC - 2 WC - 1 L- 2 18 V V V 19 19 19 19 CO 3" ST 3" CO 17 6"3" S T CO 19 17 4" F D - 3 19 13 15 14 CO EW C - 1 GS A N G S A N G S A N SA N SA N SA N S A N S A N 3"22 22 CO 4" 22 20 3" 3" 1 1 / 2 " 3" 23 21 20 CO CO 20 21 20 4" 4" 21 28 25 4" 27 8" CO 4" F D - 3 26 3/ 4 " 1" 1 1 / 2 " 1" S- 1 24 4" 4" 3/ 4 " 1 1 / 2 " 1 1 / 2 " 4"2" V SA N 4" F D - 2 22 V V V FC O FC O 21 SA N 3" 4" 2"2"1 1 / 2 " 1 1 / 2 " 3/ 4 " 30 3/ 4 " 32 2"2" 6" 1 1 / 2 " 3/ 4 " 1"1 1 / 2 " 3"2"2" 4"3" 1 1 / 2 " 1"3/ 4 " 1 1 / 2 " 6" 4" 33 CO 3/ 4 " 3/ 4 " 3/ 4 " 33 33 4"4" 1"1" 1"1" 4" 6" 1 1 / 2 " 3/ 4 " 1" 1 1 / 2 " 3" 3/ 4 " 1 1 / 2 " 1 1 / 2 " 3/ 4 " 1 1 / 2 " 1 1 / 2 " 4" 34 36 35 37 1"1"3/ 4 " 35 34 FC O 6" 1 1 / 2 " 3/ 4 " 1" 1 1 / 2 " 3"2" P4 0 1 3 S A N S A N S A N EE W - 1 TM V - 2 GI - 1 SA N S A N SA N CO SA N S A N S A N SA N 4" 4" 4" 4" 3/ 4 " 29 4" H U B D R A I N FO R F I R E PR O T E C T I O N 10 FC O DH W R ( 1 4 0 ) DH W ( 1 4 0 ) 17 DH W ( 1 4 0 ) DH W R ( 1 4 0 ) DH W ( 1 4 0 ) DH W R ( 1 4 0 ) EV - 1 CO 4" F D - 2 18 18 18 38 St o r a g e 03 3 Wo r k r o o m 03 2 S- 2 EC O EC O EC O AR E A F O R F U T U R E FO U N T A I N B A C K F L O W PR E V E N T E R A N D WA T E R S O F T E N E R 39 40 3/ 4 " 3/ 4 " 4" 4" 4" 3" AA V - 1 SA N SA N 2" 3/ 4 " 3/ 4 " 3/ 4 " 3/ 4 " 2" 3/ 4 " 3/ 4 " 3/ 4 " 3/ 4 " 2" 1"1" 4" 3/ 4 " 2" 3/ 4 " 3333 41 41 41 33 2" SA N 2" CO 22 3" CO GS A N 4" 4" 3" No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 1 2 / 2 0 1 5 4 : 0 7 : 5 1 P M C : \ U s e r s \ d a v i d t \ D o c u m e n t s \ R e v i t L o c a l F i l e s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ d a v i d t . r v t P110LOWER LEVEL PLUMBING PLANDelta Faucet Headquarters ExpansionC. DALTOND. TOWNSEND10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 LO W E R L E V E L P L U M B I N G P L A N GENERAL NOTES:A. CONTRACTOR IS TO COORDINA TE PIPE ROUTING WITH ALL TRADES. ADDITIONAL BENDS OR OFFSETS MAYBE REQUIRED TO INSTALL COMPLETE PLUMBING SYSTEMS.B. SANITARY AND STORM PIPING IS TO BE INSTALLED WITH A MINIMUM OF 1/8" PER FOOT SLOPE.C. NO HORIZONTAL CONNECTIONS SHALL BE MADE WITHIN 10 PIPE DIAMETERS OF THE BASE OF ANY STACK.D. INSULATE ALL RAIN LEADER PIPING WITH 1" INSULATION WITH VAPOR BARRIER (HORIZONTAL PIPING ONLY).INSULATION SHALL NOT PENETRATE RATED WALLS.E. CONTRACTOR SHALL VERIFY THAT ALL FLOOR/CEILING ASSEMBLES MEET THE REQUIRED RATING.F. REFER TO DRAWING P210 FOR NATURAL GAS AND COMPRESSED AIR PIPING ON THIS FLOOR.G. CONTRACTOR TO PROVIDE SHUT-OFF VALVES ON ALL BRANCH PIPING FOR ISOLATION. INSTALL IN ACCESSIBLE LOCATIONS.H. CONTRACTOR TO INSTALL ACCESS PANELS ON RESTROOM CHASES TO PROVIDE ACCESS TO WATER HAMMER ARRESTORS AND SHUT-OFF VALVES. LOCATE VALVES AND WATER HAMMER ARRESTOR TO ALLOW ACCESS FROM A SINGLE ACCESS PANEL WHERE POSSIBLE. COORDINATE LOCATIONS OF ACCESS PANELS WITH ARCHITECTURAL DRAWINGS, FIXTURE AND PARTITION LOCATIONS, AND OTHER TRADES.CODED NOTES:1. 8" STORM UP IN CHASE ABOVE.2. 8" STORM UP IN COLUMN WRAP ABOVE, COORDINATE LOCATION WITH STRUCTURE.3. 6" STORM UP IN CHASE ABOVE, COORDINATE LOCATION WITH STRUCTURE.4. 8" STORM SEE CIVIL ENGINEER'S SITE UTILITY DRAWING FOR CONTINUATION.5. 2" COLD WATER UP IN CHASE ABOVE 4" SANITARY STACK,4" VENT STACK.6. 1-1/2" HOT AND COLD WATER AND 3/4" HOT WATER RETURN UP IN CHASE 4" SANITARY STACK, 4" VENT STACK.7. 2" COLD WATER, 1-1/4" HOT WATER AND 3/4" HOT WATER RETURN UP IN CHASE ABOVE. 4" SANITARY STACK, 4"VENT STACK.8. 2" COLD WATER, 1-1/2" HOTWATER AND 3/4" HOT WATER RETURN UP IN CHASE ABOVE. 4" SANITARY STACK, 4" VENT STACK.9. 1-1/2"(140º) HOT WATER, 3/4" (140º) HOT WATER RETURN,1-1/4" HOT WATER, 1-1/2" COLD WATER AND 3/4" HOT WATER RETURN UP TO KITCHEN ABOVE.10. SEE DRAWING P210 FOR NATURAL GAS RISER IN THIS AREA.11. 6" SANITARY. SEE CIVIL ENGINEER'S SITE UTILITY DRAWING FOR CONTINUATION.12. 4" DOMESTIC WATER SERVICE SEE CIVIL ENGINEER'S SITE UTILITY DRAWING FOR CONTINUATION.13. 4" CAPPED SANITARY STUB UP THRU RECESSED SLAB.14. 2" CAPPED SANITARY FOR FUTURE PATIO SINK.15. 2" EXTERIOR CLEANOUT.16. 4" SANITARY FROM GREASE INTERCEPTOR. SEE CIVIL ENGINEER'S SITE UTILITY DRAWING FOR CONTINUATION.17. HOT WATER RETURN BALANCING STATION BALANCE TO 1.0 GPM.18. HOT WATER RETURN BALANCING STATION BALANCE TO 0.5 GPM.19. RECESSED PIPE TRENCH IN FLOOR WITH REMOVABLE,SECTIONAL FLUSH GRATED COVER.20. 1-1/2" SANITARY UP TO SINK ABOVE.21. 3" SANITARY UP TO FLOOR SINK ABOVE.22. 3" GREASE SANITARY UP TO FLOOR SINK ABOVE.23. 1/2" HOT AND COLD WATER UP TO SINK ABOVE.24. 2" GLYCOL PIPING LOOP TO PAD MOUNTED CHILLER IN MECHANICAL YARD.25. 1-1/2" HOT WATER, 2" CO LD WATER, 3/4" HOT WATER RETURN AND 3" VENT VALVED AND CAPPED FOR FUTURE ROOM BUILD-OUT.26. 1/2" HOT AND COLD WATER DOWN IN WALL TO SINK.1-1/2" SANITARY DOWN, 1-1/2" VENT UP.27. 4" VENT RISER UP IN CHASE.28. 1/2" COLD WATER DOWN IN WALL TO WATER COOLER. 2" SANITARY DOWN, 1-1/2" VENT UP.29. 3/4" COLD WATER UP ALONG COLUMN TO WALL HYDRANT ABOVE.30. 2" SANITARY UP TO FLOOR SINK ABOVE.31. 3/4" COLD WATER UP TO KITCHEN EQUIPMENT ABOVE.32. 3/4" HOT AND COLD WATER DOWN IN WALL TO CASEWORK SINK. CONNECT HOT AND CO LD WATER TO EMERGENCY RATED MIXING VALVE (TMV-2) IN CASEWORK AND TO SINK.ROUTE 3/4" TEPID WATER FROM MIXING VALVE TO EMERGENCY EYE WASH MOUNTED ON THE SIDE OF CASEWORK. CONNECT DRAINS FROM SINK AND EYEWASH TO SANITARY. 2" SANITARY DOWN, 2" VENT UP TO AIR ADMITTANCE VALVE ABOVE CEILING.33. 3/4" HOT AND COLD WATER PIPING UP ALONG COLUMN TO SHOWROOM ABOVE. 2" SANITARY DOWN FROM ABOVE.34. 1" COLD WATER DOWN IN WALL TO WATER CLOSET. 4"SANITARY DOWN, 2" VENT UP.35. 1/2" HOT AND COLD WATER DOWN IN WALL TO LAVATORY.1-1/2" SANITARY DOWN, 1-1/2" VENT UP.36. 3/4" COLD WATER DOWN IN WALL TO URINAL. 2" SANITARY DOWN, 2" VENT UP.37. 3/4" HOT AND COLD WATER DOWN IN WALL TO MOP SINK.3" SANITARY DOWN, 2" VENT UP.38. 1/2" HOT AND COLD WATER DOWN IN WALL TO LAB SINK.2" SANITARY DOWN, 1-1/2" VENT UP. ROUTE PIPING FROM WALL THROUGH CASEWORK CHASE TO SINK AND FAUCET.39. 3/4" VALVED AND CAPPED COLD WATER PIPING FOR FUTURE BACKFLOW PREVENTER AND FOUNTAIN WATER SOFTENER.40. 3/4" COLD WATER UP IN CHASE TO FIRST FLOOR FOR FUTURE FOUNTAIN.41. 3/4" HOT AND COLD WATER PIPING UP TO SHOWROOM DISPLAY ABOVE. 2" SANITARY DOWN FROM ABOVE.No. Date Description 1 11-13-15 BID PACKAGE #4 -ADDENDUM #1 1 UP (0.75 ~ 9 0 , 0 0 0 ~ ~ 2 . 5 " ) (0.75 ~ 1 2 0 , 0 0 0 ~ ~ 2 . 5 " ) 1 8 4 2 G GG G In t e r n a t i o n a l 11 0 Ve s t i b u l e 11 1 Sh o w r o o m 11 2 En t r y 11 3 Ki t c h e n 10 5 Ca f e 10 3 Re c e p t i o n 11 4 M. R . R . 11 6 W. R . R . 11 7 W. R . R . 10 7 M. R . R . 10 8 ID F 10 9 Ja n . 10 6 IT / E l e c 11 5 2 3 1 6" ( 5 , 9 7 8 S Q . F T . ) A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 XA A 5 6 7 9 8 P4 0 1 2 WC - 2 WC - 1 L- 3 L- 3 L- 4 WC - 2 WC - 1 WC - 1 U- 1 WC - 1 WC - 2 L- 3 L- 3 L- 4 L- 4 WC - 2 WC - 2 L- 4 DF - 1 11 11 11 13 12 12 1212 4 WH - 1 10 CO CO CO CO 12 S A N SA N S A N SA N 4" 2" 4" 4" 4" SA N 9 9 14 2" F S - 1 2" F D - 1 2" F D - 1 15 15 15 15 25 2" SA N 17 8" ( 8 , 6 7 6 S Q . F T . ) 16 V S A N 2"3"CO ST ST ST S T S T 4" 6" 4" 4" 6" CO CO CO CO 4" CO (1 , 4 9 8 S Q . F T . ) (1 , 3 0 0 S Q . F T . ) (1 , 3 6 3 S Q . F T . ) (4 , 1 6 1 S Q . F T . ) 6" (2 , 7 9 8 S Q . F T . ) (1 , 3 6 3 S Q . F T . ) AC H - 1 GA S M E T E R GR E A S E I N T E R C E P T O R BE L O W G R O U N D 19 20 21 1818 22 21 CO 2" SA N 22 EC O EC O EC O 15 15 15 15 15 2424 24 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 5 : 4 4 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t P111FIRST FLOOR PLUMBING PLANDelta Faucet Headquarters ExpansionC. DALTOND. TOWNSEND10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 FI R S T F L O O R P L U M B I N G P L A N CODED NOTES:1. 8" STORM RISER IN CHASE.2. 8" STORM RISER IN COLUMN WRAP.3. 6" STORM RISER IN COLUMN WRAP. COORDINATE LOCATION WITH STRUCTURE.4. 3" (3,856 CFH @ 1PSIG) NATURAL GAS RISER UP TO ROOF EQUIPMENT.5. CONNECT 1/2" HOT AND COLD WATER TO THREE (3) LAVATORIES, 1-1/2" SANITARY, 1-1/2" VENT FROM EACH LAVATORY.6. CONNECT 1" COLD WATER FROM 2" HEADER TO FIVE (5) WATER CLOSETS, 4" SANITARY, 2" VENT FROM EACH WATER CLOSET. CONNECT 3/4"COLD WATER TO ONE (1) URINAL, 2" SANITARY,1-1/2" VENT FROM URINAL. CONNECT 1/2" COLD WATER TO ELECTRIC WATER COOLER, 1-1/2"SANITARY, 1-1/2" VENT FROM WATER COOLER.CONNECT 3" VENT HEADER IN CHASE TO 4" VENT RISER.7. CONNECT 1" COLD WATER FROM 1-1/2" HEADER TO TWO (2) WATER CLOSETS, 4" SANITARY FROM EACH WATER CLOSET. CONNECT 1/2" HOT AND COLD WATER TO THREE (3) LAVATORIES, 1-1/2"SANITARY, 1-1/2" VENT FROM LAVATORIES. CONNECT 3" VENT HEADER IN CHASE TO 4" VENT RISER.8. CONNECT 1" COLD WATER FROM 1-1/2" HEADER TO TWO (2) WATER CLOSETS, 4" SANITARY, 2"VENT FROM EACH WATER CLOSET. CONNECT 1/2" HOT AND COLD WATER TO TWO (2)LAVATORIES, 1-1/2" SANITARY, 1-1/2" VENT FROM LAVATORIES. CONNECT 3" VENT HEADER IN CHASE TO 4" VENT RISER.9. REFER TO ENLARGED KITCHEN PLAN 2/P401 FOR WORK IN THIS AREA.10. 3/4" COLD WATER UP FROM LOWER LEVEL TO WALL HYDRANT.11. 4" SANITARY UP TO WATER CLOSET.12. 1-1/2" SANITARY UP TO LAVATORY.13. 1-1/2" SANITARY UP TO WATER COOLER.14. 4" VENT RISER UP AND DOWN IN CHASE.15. VALVED AND CAPPED 3/4" HOT AND COLD WATER AND 2" SANITARY ROUGH-IN FROM FLOOR BELOW FOR SHOWROOM DISPLAY FIXTURES. COORDINATE EXACT ROUGH-IN LOCATION WITH SHOWROOM CONTRACTOR, LAYOUT A ND DISPLAYS. FINAL CONNECTION BY SHOWROOM CONTRACTOR.16. 3/4" COLD WATER UP FROM FLOOR BELOW.COORDINATE EQUIPMENT CONNECTIONS WITH KITCHEN EQUIPMENT DRAWINGS.17. 2" SANITARY UP TO FLOOR SINK ABOVE.18. 4" STORM UP TO 4" PROMENADE DRAIN.19. 1-1/2" SANITARY UP TO SINK ABOVE.20. 2 PSIG GAS SERVICE FROM BELOW GROUND (BY UTILITY) SEE CIVIL ENGINEER'S SITE UTIITY DRAWING.21. 3" GAS (1 PSIG) AND 3" GAS (14" W.C.) THROUGH WALL INTO CHASE. ROUTE THRU CHASE AND DROP THRU FLOOR TO WATER SERVICE ROOM SEE DRAWING P210 FOR CONTINUATION.22. SEE DETAIL 3/P501 FOR PIPING CONFIGURATION TO GAS METER.23. 2" SANITARY DOWN IN COLUMN WRAP TO LOWER LEVEL.24. 3/4" VALVED AND CAPPED HOT AND COLD WATER AND CAPPED 2" SANITARY IN COLUMN WRAP FROM FLOOR BELOW. PROVIDE 12"X12" STAINLESS STEEL ACCESS DOOR LIKE "PRECISION PLUMBING PRODUCTS MODEL D-1212SS" AT +8" A.F.F. TO ACCESS PIPING ROUGH-INS.CAPS ARE TO BE REMOVABLE TYPE.25. 1" HOT AND COLD WATER AND 3" SANITARY UP FROM FLOOR BELOW. ROUTE PIPING BELOW RAISED FLOOR TO EACH DISPLAY. PROVIDE VALVED AND CAPPED ROUGH-INS AT EACH DISPLAY LOCATION.COORDINATE ROUGH-IN LOCATIONS WITH SHOWROOM CONTRACTOR, LAYOUT A ND DISPLAYS. FINAL CONNECTIONS BY SHOW ROOM CONTRACTOR.GENERAL NOTES:A. CONTRACTOR IS TO COORDI NATE PIPE ROUTING WITH ALL TRADES. ADDITIONAL BENDS OR OFFSETS MAY BE REQUIRED TO INSTALL COMPLETE PLUMBING SYSTEMS.B. SANITARY AND STORM PIPING IS TO BE INSTALLED WITH A MINIMUM OF 1/8" PER FOOT SLOPE.C. NO HORIZONTAL CONNECTIONS SHALL BE MADE WITHIN 10 PIPE DIAMETERS OF THE BASE OF ANY STACK.D. INSULATE ALL RAIN LEADER PIPING WITH 1" INSULATION WITH VAPOR BARRIER (HORIZONTAL PIPING ONLY).INSULATION SHALL NOT PENETRATE RATED WALLS.E. CONTRACTOR SHALL VERIFY THAT ALL FLOOR/CEILING ASSEMBLES MEET THE REQUIRED RATING.F. CONTRACTOR TO PROVIDE SHUT-OFF VALVES ON ALL BRANCH PIPING FOR ISOLATION. INSTALL IN ACCESSIBLE LOCATIONS.G. CONTRACTOR TO INSTALL ACCESS PANELS ON RESTROOM CHASES TO PROVIDE ACCESS TO WATER HAMMER ARRESTORS AND SHUT-OFF VALVES. LOCATE VALVES AND WATER HAMMER ARRESTOR TO ALLOW ACCESS FROM A SINGLE ACCESS PANEL WHERE POSSIBLE. COORDINATE LOCATIONS OF ACCESS PANELS WITH ARCHITECTURAL DRAWINGS, FIXTURE AND PARTITION LOCATIONS, AND OTHER TRADES.No. Date Description DN 4 8 1 5 b a s e 4 8 1 5 b a s e 2 4 d w r b a s e 2 4 d w r b a s e 3 " t h i c k c o u n t e r t o p ( t o p = 3 6 " ) 30 3 0 s n k b a s e 33 3 0 b a s e 33 3 0 b a s e 30 3 0 b a s e fi l l / s c r i b e fil l / s c r i b e 24 4 8 2 4 4 8 2 4 4 8 2 4 4 8 2 4 3 0 D H C C C CD At r i u m 20 4 Me e t i n g R o o m 21 3 Co n f e r e n c e R o o m 20 7 W. R . R . 21 0 M. R . R . 21 1 ID F 21 2 Bu s i n e s s C e n t e r 22 0 W. R . R . 22 1 IT / E l e c 22 2 M. R . R . 22 3 Ca t e r i n g S t a g i n g 21 8 Me e t i n g R o o m 21 5 AV C l o s e t 21 7 Co n f e r e n c e R o o m 20 6 Co n f e r e n c e R o o m 20 5 2 3 1 ST ST 4" (1 , 5 7 8 S Q . F T . ) A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 XA A 5 6 7 CO 8 L- 3 L- 3 L- 4 U- 1 WC - 2 EW C - 1 W C - 2 W C - 1 W C - 1 L - 3 L - 3 L - 3 L - 4 DF - 1 L- 4 L- 3 L- 3 U- 1 WC - 1 WC - 2 WC - 2 WC - 1 WC - 1 WC - 1 WC - 2 L- 4 L- 3 L- 3 9 9 11 10 10 1010 MS - 1 12 13 ST 4" (5 7 2 S Q . F T . ) 4" 4" (5 7 2 S Q . F T . ) (1 , 0 0 6 S Q . F T . ) 14 15 14 15 CO 2" F D - 1 2" F D - 1 2 " F D - 1 2" F D - 1 3/ 4 " 1 1 / 2 " 3/ 4 " V V V V V V 3/ 4 " 1" 1 1 / 2 " 3" 1 1 / 2 " 3" 1"1"1"2" CO 1 1 / 2 " 1 1 / 2 " S A N 4" S T ( 1 , 5 7 8 S Q . F T . ) 4" R D - 2 4" R D - 2 4" R D - 2 6" S T ( 5 , 9 7 3 S Q . F T . ) 8" S T ( 8 , 6 7 6 S Q . F T . ) 16 V 3/ 4 " 2" 3/ 4 " 3" S A N CO RO O F A R E A : 1, 3 0 0 S Q . F T . RO O F A R E A : 1, 4 9 8 S Q . F T . RO O F A R E A : 1, 3 6 3 S Q . F T . WH - 1 20 19 17 18 18 3/ 4 " 3/ 4 " 21 2" F S - 1 3/ 4 " No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 6 : 0 1 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t P112SECOND FLOOR PLUMBING PLANDelta Faucet Headquarters ExpansionC. DALTOND. TOWNSEND10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 SE C O N D F L O O R P L U M B I N G P L A N CODED NOTES:1. 8" STORM RISER IN CHASE.2. 8" STORM RISER IN COLUMN WRAP.3. 4" STORM RISER IN COLUMN WRAP. COORDINATE LOCATION WITH STRUCTURE.4. 2" NATURAL GAS RISER UP TO ROOF EQUIPMENT.5. CONNECT 1/2" HOT AND COLD WATER TO THREE (3)LAVATORIES, 1-1/2" SANITARY, 1-1/2" VENT FROM EACH LAVATORY.6. CONNECT 1" COLD WATER FROM 2" HEADER TO FIVE (5) WATER CLOSETS, 4" SANITARY, 2" VENT FROM EACH WATER CLOSET. CONNECT 3/4" COLD WATER TO ONE (1) URINAL, 2" SANITARY, 1-1/2" VENT FROM URINAL. CONNECT 1/2" COLD WATER TO ELECTRIC WATER COOLER, 1-1/2" SANITARY, 1-1/2" VENT FROM WATER COOLER. CONNECT 3" VENT HEADER IN CHASE TO 4" VENT RISER.7. CONNECT 1" COLD WATER FROM 1-1/2" HEADER TO TWO (2) WATER CLOSETS, 4" SANITARY FROM EACH WATER CLOSET. CONNECT 1/2" HOT AND COLD WATER TO THREE (3) LAVATORIES, 1-1/2" SANITARY,1-1/2" VENT FROM LAVATOR IES. CONNECT 3" VENT HEADER IN CHASE TO 4" VENT RISER.8. CONNECT 1" COLD WATER FROM 1-1/2" HEADER TO TWO (2) WATER CLOSETS, 4" SANITARY, 2" VENT FROM EACH WATER CLOSET. CONNECT 1/2" HOT AND COLD WATER TO TWO (2) LAVATORIES, 1-1/2"SANITARY, 1-1/2" VENT FROM LAVATORIES. CONNECT 3" VENT HEADER IN CHASE TO 4" VENT RISER.9. 1" COLD WATER DOWN IN WALL TO WATER CLOSET.4" SANITARY DOWN, 2" VENT UP.10. 1/2" HOT AND COLD WATER DOWN IN WALL TO LAVATORY. 1-1/2" SANITARY DOWN, 1-1/2" VENT UP.11. 1/2" COLD WATER DOWN IN WALL TO WATER COOLER. 1-1/2" SANITARY DOWN, 1-1/2" VENT UP.12. 3" GAS(3,856 CFH @ 1PSIG) UP TO ROOF.13. 4" VENT RISER IN CHASE.14. 4" STORM UP TO ROOF DRAIN.15. 4" STORM UP TO OVERFLOW ROOF DRAIN.16. 1/2" HOT AND COLD WATER AND1-1/2" SANITARY UP TO SINK ABOVE.17. 1/2" HOT AND COLD WATER DOWN IN WALL TO SINK ROUGHIN AT +1'-6" A.F.F. 1-1/2" SANITARY DOWN,1-1/2" VENT UP.18. 1/2" COLD WATER ROUTED THRU WALL TO STUB OUT AT +4'-0" FOR COFFEE AND TEA MACHINES.19. 3/4" HOT AND COLD WATER DOWN IN WALL TO MOP SINK. 3" SANITARY DOWN, 2" VENT UP.20. 3/4" COLD WATER ROUTED THRU CHASE TO WALL HYDRANT.21. HOT WATER RETURN BALA NCING STATION. BALANCE TO 0.5 GPM.GENERAL NOTES:A. CONTRACTOR IS TO COORDI NATE PIPE ROUTING WITH ALL TRADES. ADDITIONAL BENDS OR OFFSETS MAYBE REQUIRED TO INSTALL COMPLETE PLUMBING SYSTEMS.B. SANITARY AND STORM PIPING IS TO BE INSTALLED WITH A MINIMUM OF 1/8" PER FOOT SLOPE.C. NO HORIZONTAL CONNECTIONS SHALL BE MADE WITHIN 10 PIPE DIAMETERS OF THE BASE OF ANY STACK.D. INSULATE ALL RAIN LEADER PIPING WITH 1" INSULATION WITH VAPOR BARRIER (HORIZONTAL PIPING ONLY).INSULATION SHALL NOT PENETRATE RATED WALLS.E. CONTRACTOR SHALL VERIFY THAT ALL FLOOR/CEILING ASSEMBLES MEET THE REQUIRED RATING.F. CONTRACTOR TO PROVIDE SHUT-OFF VALVES ON ALL BRANCH PIPING FOR ISOLATION. INSTALL IN ACCESSIBLE LOCATIONS.G. CONTRACTOR TO INSTALL ACCESS PANELS ON RESTROOM CHASES TO PROVIDE ACCESS TO WATER HAMMER ARRESTORS AND SHUT-OFF VALVES. LOCATE VALVES AND WATER HAMMER ARRESTOR TO ALLOW ACCESS FROM A SINGLE ACCESS PANEL WHERE POSSIBLE. COORDINATE LOCATIONS OF ACCESS PANELS WITH ARCHITECTURAL DRAWINGS, FIXTURE AND PARTITION LOCATIONS, AND OTHER TRADES.No. Date Description R E F . R E F . S 3 ' - 6 " D O O R W I D T H I N T E R I O R W I D T H 6 ' - 8 " INTERIOR DEPTH 5'-61_8" H O I S T W A Y W I D T H 8 ' - 6 " 3'-67_8" CENTER LINE OF GUIDERAIL 4 ' - 4 3 _ 4 " 7 1 _ 4 " HOISTWAY DEPTH 6'-11" H S C optional wall C Ci r c u l a t i o n 30 2 St o r a g e R o o m 33 2 M. R . R . 33 1 W. R . R . 33 0 IT / E l e c 33 3 W. R . R . 31 3 M. R . R . 31 2 ID F 31 1 2 1 A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 XA A 5 6 7 8 WC - 2 WC - 2 DF - 1 L- 2 L- 1 L- 1 L- 2 L- 1 L- 1 U- 1 WC - 1 WC - 1 WC - 1 WC - 2 L- 2 L- 2 WC - 2 4 S- 1 MS - 1 9 4" R D - 1 4" O R D - 1 4" R D - 1 4" O R D - 1 2" F D - 2 2" F D - 2 8" S T ( 8 , 6 7 6 S Q . F T . ) 6" S T ( 5 , 9 7 3 S Q . F T . ) RO O F A R E A : 1, 0 0 6 S Q . F T . RO O F A R E A : 57 2 S Q . F T . V 3/ 4 " 2" 3/ 4 " 2" 10 WC - 1 WC - 2 AA V - 1 12 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 6 : 1 0 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t P113THIRD FLOOR PLUMBING PLANDelta Faucet Headquarters ExpansionC. DALTOND. TOWNSEND10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 TH I R D F L O O R P L U M B I N G P L A N CODED NOTES:1. 8" STORM RISER IN CHASE.2. 8" STORM RISER IN COLUMN WRAP.3. 8" STORM RISER IN COLUMN WRAP. COORDINATE LOCATION WITH STRUCTURE.4. 3" (3,856 CFH @ 1 PSIG) NATURAL GAS RISER UP TO ROOF EQUIPMENT.5. CONNECT 1/2" HOT AND COLD WATER TO THREE (3)LAVATORIES, 1-1/2" SANITARY, 1-1/2" VENT FROM EACH LAVATORY.6. CONNECT 1" COLD WATER FROM 2" HEADER TO FIVE (5) WATER CLOSETS, 4" SANITARY, 2" VENT FROM EACH WATER CLOSET. CONNECT 3/4" COLD WATER TO ONE (1) URINAL, 2" SANITARY, 1-1/2" VENT FROM URINAL. CONNECT 1/2" COLD WATER TO ELECTRIC WATER COOLER, 1-1/2" SANITARY, 1-1/2" VENT FROM WATER COOLER. CONNECT 3" VENT HEADER IN CHASE TO 4" VENT RISER.7. CONNECT 1" COLD WATER FROM 1-1/2" HEADER TO TWO (2) WATER CLOSETS, 4" SANITARY FROM EACH WATER CLOSET. CONNECT 1/2" HOT AND COLD WATER TO THREE (3) LAVATORIES, 1-1/2" SANITARY,1-1/2" VENT FROM LAVATOR IES. CONNECT 3" VENT HEADER IN CHASE TO 4" VENT RISER.8. CONNECT 1" COLD WATER FROM 1-1/2" HEADER TO TWO (2) WATER CLOSETS, 4" SANITARY, 2" VENT FROM EACH WATER CLOSET. CONNECT 1/2" HOT AND COLD WATER TO TWO (2) LAVATORIES, 1-1/2" SANITARY,1-1/2" VENT FROM LAVATOR IES. CONNECT 3" VENT HEADER IN CHASE TO 4" VENT RISER.9. 4" VENT RISER IN CHASE.10. 3/4" HOT AND COLD WATER DOWN IN WALL TO MOP SINK. 3" SANITARY DOWN, 2" VENT UP.11. 1/2" HOT AND COLD WATER UP TO SINK FROM FLOOR BELOW. 1-1/2" SANITARY DOWN. PROVIDE AIR ADMITTANCE VALVE (AAV-1 ) BELOW CASEWORK AS HIGH AS POSSIBLE.12. CONNECT 1/2" COLD WATER FROM BELOW SINK TO UNDERCOUNTER ICE MACHINE . PROVIDE SHUT-OFF VALVE IN CASEWORK. ROUTE DRAIN FROM ICE MACHINE TO BELOW SINK AND INDIRECTLY CONNECT TO SANITARY DOWN THROUGH FLOOR WITH AIR GAP FITTING.GENERAL NOTES:A. CONTRACTOR IS TO COORDI NATE PIPE ROUTING WITH ALL TRADES. ADDITIONAL BENDS OR OFFSETS MAYBE REQUIRED TO INSTALL COMPLETE PLUMBING SYSTEMS.B. SANITARY AND STORM PIPING IS TO BE INSTALLED WITH A MINIMUM OF 1/8" PER FOOT SLOPE.C. NO HORIZONTAL CONNECTIONS SHALL BE MADE WITHIN 10 PIPE DIAMETERS OF THE BASE OF ANY STACK.D. INSULATE ALL RAIN LEADER PIPING WITH 1" INSULATION WITH VAPOR BARRIER (HORIZONTAL PIPING ONLY).INSULATION SHALL NOT PENETRATE RATED WALLS.E. CONTRACTOR SHALL VERIFY THAT ALL FLOOR/CEILING ASSEMBLES MEET THE REQUIRED RATING.F. CONTRACTOR TO PROVIDE SHUT-OFF VALVES ON ALL BRANCH PIPING FOR ISOLATION. INSTALL IN ACCESSIBLE LOCATIONS.G. CONTRACTOR TO INSTALL ACCESS PANELS ON RESTROOM CHASES TO PROVIDE ACCESS TO WATER HAMMER ARRESTORS AND SHUT-OFF VALVES. LOCATE VALVES AND WATER HAMMER ARRESTOR TO ALLOW ACCESS FROM A SINGLE ACCESS PANEL WHERE POSSIBLE. COORDINATE LOCATIONS OF ACCESS PANELS WITH ARCHITECTURAL DRAWINGS, FIXTURE AND PARTITION LOCATIONS, AND OTHER TRADES.No. Date Description 12 1 2 4 (8 , 6 7 6 S Q . F T ) 4" C. O . (2 , 2 3 0 S Q . F T ) C. O . (2 , 2 4 4 S Q . F T ) S T 4" (2 , 3 2 7 S Q . F T ) 1 2 C. O . C. O . C. O . C. O . (1 , 3 5 4 S Q . F T . ) ST 4" (1 , 0 5 1 S Q . F T . ) S T (5 , 9 7 3 S Q . F T . ) (2 , 4 0 5 S Q . F T . ) 1 2 3 6" S T ( 5 , 9 7 3 S Q . F T . ) 6 7 A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 XA A 8 9 FU T U R E 1 0 ' C E I L I N G H E I G H T AL L P I P I N G A N D A C C E S S O R I E S SH A L L B E I N S T A L L E D A B O V E 10 ' - 4 " 5 5 10 11 1 2 4" C. O . 12 C. O . C. O . 1 2 ST S T 4" 6" 8" (1 , 8 7 5 S Q . F T ) (4 , 1 0 5 S Q . F T ) C. O . 4" 6"6" 4" 4" (1 , 0 5 1 S Q . F T . ) (1 , 5 8 0 S Q . F T . ) (1 , 9 8 8 S Q . F T . ) S T ST S T S T 8" S T ( 8 , 6 7 6 S Q . F T . ) 4" 12 12 1 2 4" 4" 13 1414 14 14 1414 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 6 : 1 7 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t P114FOURTH FLOOR PLUMBING PLANDelta Faucet Headquarters ExpansionC. DALTOND. TOWNSEND10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 FO U R T H F L O O R P L U M B I N G P L A N CODED NOTES:1. 4" STORM UP TO ROOF DRAIN.2. 4" STORM UP TO OVERFLOW ROOF DRAIN.3. 6" STORM DOWN IN CHASE.4. 8" STORM DOWN IN CHASE NEXT TO COLUMN.5. 4" VENT UP TO 4" V.T.R.6. PROVIDE 1" VALVED AND CAPPED STUB FROM HOT AND COLD WATER RISERS. PROVIDE 2" CAPPED STUB ABOVE SLAB FROM SANITARY AND 2" CAPPED STUB FROM VENT RISER FOR FUTURE FIXTURE CONNECTIONS.7. PROVIDE 2" VALVED AND CAPPED STUB FROM COLD WATER RISER. PROV IDE (1) 4" CAPPED STUB BELOW SLAB FROM SANITARY RISER AND 3" CAPPED STUB FROM VENT RISER FOR FUTURE FIXTURE CONNECTIONS.8. PROVIDE 1-1/2" VALVED AND CAPPED STUB FROM COLD WATER RISER AND 1" VALVED AND CAPPED STUB FROM HOT WATER RISER. PROVIDE (1) 4"CAPPED STUB BELOW SLAB AND (1) 2" CAPPED STUB ABOVE SLAB FROM SANITARY RISER AND (1) 3" CAPPED STUB FROM VENT RISER FOR FUTURE FIXTURE CONNECTIONS.9. PROVIDE 1-1/2" VALVED AND CAPPED STUB FROM COLD WATER RISER AND 3/4" VALVED AND CAPPED STUB FROM HOT WATER RISER. PROVIDE (1) 4"CAPPED STUB BELOW SLAB AND (1) 2" CAPPED STUB ABOVE SLAB FROM SANITARY RISER AND (1) 3" CAPPED STUB FROM VENT RISER FOR FUTURE FIXTURE CONNECTIONS.10. 3" (3,866 CFH @ 1PSIG) NATURAL GAS PIPING RISER TO ROOF EQUIPMENT.11. 4" VENT RISER UP TO 4" V.T.R.12. FIXTURES SHOWN IN THIS AREA ARE FOR REFERENCE ONLY FOR FUTURE FINISH OUT.13. 3/4" COLD WATER UP TO ROOF HYDRANT.14. CORE DRILL SLAB FOR FUTURE WATER CLOSETS, FLOOR DRAINS AND MOP SINKS. LOCATIONS BASED ON THE FIXTURE LOCATIONS SHOWN. PROVIDE A TEMPORARY SHEET METAL COVER OVER CORES.GENERAL NOTES:A. CONTRACTOR IS TO COORDINATE PIPE ROUTING WITH ALL TRADES. ADDITIONAL BENDS OR OFFSETS MAYBE REQUIRED TO INSTALL COMPLETE PLUMBING SYSTEMS.B. SANITARY AND STORM PIPING IS TO BE INSTALLED WITH A MINIMUM OF 1/8" PER FOOT SLOPE.C. NO HORIZONTAL CONNECTIONS SHALL BE MADE WITHIN 10 PIPE DIAMETERS OF THE BASE OF ANY STACK.D. INSULATE ALL RAIN LEADER PIPING WITH 1" INSULATION WITH VAPOR BARRIER (HORIZONTAL PIPING ONLY).INSULATION SHALL NOT PENETRATE RATED WALLS.E. CONTRACTOR SHALL VERIFY THAT ALL FLOOR/CEILING ASSEMBLES MEET THE REQUIRED RATING.F. CONTRACTOR TO PROVIDE SHUT-OFF VALVES ON ALL BRANCH PIPING FOR ISOLATION. INSTALL IN ACCESSIBLE LOCATIONS.G. CONTRACTOR TO INSTALL ACCESS PANELS ON RESTROOM CHASES TO PROVIDE ACCESS TO WATER HAMMER ARRESTORS AND SHUT-OFF VALVES. LOCATE VALVES AND WATER HAMMER ARRESTOR TO ALLOW ACCESS FROM A SINGLE ACCESS PANEL WHERE POSSIBLE. COORDINATE LOCATIONS OF ACCESS PANELS WITH ARCHITECTURAL DRAWINGS, FIXTURE AND PARTITION LOCATIONS, AND OTHER TRADES.No. Date Description A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 XA A 1 2 1 4" O R D - 1 4" R D - 1 4" O R D - 1 4" R D - 1 4" R D - 1 4" O R D - 1 4" R D - 1 4" O R D - 1 4" R D - 1 4" O R D - 1 4" O R D - 1 4" R D - 1 4" O R D - 1 4" R D - 1 4" O R D - 1 4" R D - 1 G G G G G G G G 1 1 / 2 " 1 1 / 2 " 2" 1 1 / 2 " 2 1 / 2 " 1 1 / 2 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " (3 2 5 C F H @ 1 P S I G ) (3 2 5 C F H @ 1 P S I G ) (6 5 0 C F H @ 1 P S I G ) (6 5 0 C F H @ 1 P S I G ) (1 , 3 0 0 C F H @ 1 P S I G ) (6 5 0 C F H @ 1 P S I G ) (6 5 0 C F H @ 1 P S I G ) (3 2 5 C F H @ 1 P S I G ) 3 3 3 3 4 4 4 4 5 (T Y P I C A L ) (1 , 9 5 0 C F H @ 1 P S I G ) 2 1 / 2 " 2 1 / 2 " (1 , 9 0 6 C F H @ 1 P S I G ) 3 4 5 (T Y P I C A L ) (1 , 9 0 6 C F H @ 1 P S I G ) 3" (3 , 8 5 6 C F H @ 1 P S I G ) RO O F A R E A : 1, 9 8 8 S Q . F T . RO O F A R E A : 1, 5 8 0 S Q . F T . RO O F A R E A : 1, 3 5 4 S Q . F T . RO O F A R E A : 1, 0 5 1 S Q . F T . RO O F A R E A : 2, 2 4 4 S Q . F T . RO O F A R E A : 1, 8 7 5 S Q . F T . RO O F A R E A : 2, 2 3 0 S Q . F T . RO O F A R E A : 2, 3 2 7 S Q . F T . 1 6 RH - 1 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 6 : 2 9 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t P115ROOF PLUMBING PLANDelta Faucet Headquarters ExpansionC. DALTOND. TOWNSEND10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 RO O F P L A N - P L U M B I N G GENERAL NOTES:A. COORDINATE PIPING AND PIPING SUPPORTS WITH ROOFING CONTRACTOR.B. COORDINATE PIPE ROUTING AND LOCATIONS WITH EQUIPMENT PLACEMENT AND DUCTWORK ROUTING.C. CONTRACTOR TO SEAL ALL PIPING PENETRATIONS THROUGH BUILDING AIR AND WATER TIGHT.CODED NOTES:1. 4" V.T.R.2. 3" NATURAL GAS (3,856 CFH @ 1PSIG) FROM CHASE BELOW.3. NATURAL GAS PRESSURE REGULATOR. REGULATE 1 PSIG GAS TO 14" w.c. GAS.4. PROVIDE SHUT-OFF VALVE, DIRT LEG AND UNION PRIOR TO CONNECTION TO EQUIPMENT. REFER TO DETAIL 4/P501.5. PROVIDE GAS PIPING SUPPORT EQUAL TO MIRO 3-RAH-12. SPACE PIPING SUPPORTS PER MANUFACTURER'S SPECIFICATIONS.6. FREEZE-PROOF ROOF HYDRANT (RH-1 ).No. Date Description DN RE F . S 3 ' - 6 " D O O R W I D T H I N T E R I O R W I D T H 6 ' - 8 " INTERIOR DEPTH 5'-6 1_8" H O I S T W A Y W I D T H 8 ' - 6 " 3'-67_8" CENTER LINE OF GUIDERAIL 4 ' - 4 3 _ 4 " 7 1 _ 4 " HOISTWAY DEPTH 6'-11" H S C optional wall C A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 XA A Me c h a n i c a l 01 2 St o r a g e R o o m 00 9 Li f e C y c l e T e s t i n g 02 1 Me c h a n i c a l & Su p p l y 02 2 Mo d e l S h o p 01 4 St o r a g e R o o m 01 5 Of f i c e 01 6 Gr i n d i n g 01 7 Cl e a n i n g R o o m 01 8 3D P r i n t i n g 01 9 Ba t h i n g Ex p e r i e n c e (F u t u r e ) 00 7 Ba t h i n g I n s t a l l & Te s t i n g 00 4 Pa c k a g e T e s t i n g 00 3 La b W o r k A r e a 02 3 W. I . P . 02 6 Se c u r e S t o r a g e 02 7 Op t i c a l 02 4 Pe n d i n g 02 5 A Of f i c e 02 9 Wa t e r S e r v i c e 03 1 El e c t r i c a l R o o m 03 0 Wo r k r o o m 03 2 Co r r i d o r 00 5 Ch a n g i n g (F u t u r e ) 00 6 W. R . R . 00 8 M. R . R . 01 0 ID F 01 3 Ja n . 01 1 In c o m i n g 02 5 La b O f f i c e s 02 8 A A G A A A A G A G A G A A G 3" G A A RA D - 1 3/ 4 " 1"3/ 4 " A A 2 2 2 2 2 3/ 4 " 2 3/ 4 " 3/ 4 " 3/ 4 " A A 3/ 4 " 1 1 / 4 " 222 A 1" 3/ 4 " 3/ 4 " 33 3/ 4 " 3/ 4 " A 3/ 4 " 2 2 2 2 2 AS T - 1 A A 2" 2" G 2" 2" 2" 1" 1" A 3/ 4 " 2 A 3/ 4 " 2 5 1 1 G G G 7 2 2 2" 2" 1 G G (1 , 2 9 0 C F H @ 1 4 " W . C . ) 6 A A 2" 12 9 2 4 G G G A 1 1 / 4 " 3" 3" (3 , 8 5 6 C F H @ 1 P S I G ) 3"(1 , 4 8 9 C F H @ 1 4 " W . C . ) (3 , 8 5 6 C F H @ 1 P S I G ) 1110 3" (3 , 8 5 6 C F H @1 P S I G ) 2" (6 3 0 C F H @ 1 4 " W . C . ) (6 3 0 C F H @ 14 " W . C . ) 1 1 / 4 " 2" 1" 1" 1 1 / 2 " 2" (6 6 0 C F H @ 1 4 " W . C . ) 1" (6 6 0 C F H @ 1 4 " W . C . ) 1 1 / 2 " 1 1 / 4 " 1 2 A 2 3/ 4 " 13 14 15 15 2" 8 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 6 : 4 1 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t P210LOWER LEVEL GAS AND COMP. AIR PLANDelta Faucet Headquarters ExpansionC. DALTONAuthor10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 LO W E R L E V E L G A S A N D C O M P . A I R P L A N CODED NOTES:1. 1" COMPRESSED AIR CAPPED FOR FUTURE CONNECTION.2. 3/4" COMPRESSED AIR DOWN EXPOSED ALONG WALL TO 48" A.F.F. PROVIDE SHUT-OFF AND QUICK CONNECT. SEE DETIAL 6/P501.3. 3/4" COMPRESSED AIR DOWN EXPOSED THRU DROP CEILING TO 1'-0" BELOW CEILING. PROVIDE SHUT-OFF AND QUICK CONNECT. SEE DETAIL 7/P501 FOR CEILING OUTLET.4. 1-1/2" VALVED AND CAPPED COMPRESSED AIR FOR FUTURE AIR COMPRESSOR CONNECTION. SEE DETAIL 5/P501 FOR PIPE AND VALVE CONFIGURATION.5. 3" (3,856 CFH@1 PSIG) GAS UP IN CHASE TO ROOF EQUIPMENT.6. 3/4" GAS (199CFH@14" W.C.) DOWN TO WATER HEATER.7. 1-1/2" GAS (500CFH@14" W.C.) DOWN TO WATER HEATER.8. 1" GAS CAPPED FOR FUTURE TANKLESS HEATER.9. 2" GAS (630CFH@14" W.C.) UP IN WALL ABOVE TO KITCHEN.10. 3" GAS (1,489 CFH@14" W.C.) UP TO CHASE ABOVE.11. 3" GAS(3,856 CFH@ 1 PSIG) UP TO CHASE ABOVE.12. 2" COMPRESSED AIR PIPING ROUTED THROUGH EXISTING BUILDING BASEMENT CEILING TO EXISTING COMPRESSED AIR PIPING MAIN. PROVIDE VALVE AND LABEL AT CONNECTION AND CONNECT TO EXISTING PIPING.13. 2 PSIG NATURAL GAS SERVICE BY UTILITY.14. NATURAL GAS SERVICE UP TO GAS METER/ REGULATOR.15. SEE DETAIL 5/P501.GENERAL NOTES:A. PROVIDE SHUT-OFF VALVES ON NATURAL GAS AND COMPRESSED AIR PIPING FOR ISOLATION.B. INSTALL COMPRESSED AIR PIPING WITH MAINS SLOPED BACK TO MAIN DIRT LEG AT STORAGE TANK. BRANCH PIPING TO BE SLOPED TO DIRT LEG AT EACH DROP.C. VALVES AND/ OR UNIONS ARE NOT PERMITTED TO BE INSTALLED IN CONCEALED SPACES.No. Date Description L- 2 L- 1 L- 1 WC - 1 WC - 1 U- 1 WC - 1 WC-2 WC - 2 L-2L-1L-1WC-1WC-2 3" 2" 2" 3"1-1/2"2"4"4"2"2" DF - 1 2" F D - 1 2" F D - 1 2" L- 2 L- 2 L- 2 L- 1 L- 1 L- 2 L- 1 L- 1 L- 1 L- 1 L- 1 L- 1 S A N S A N V V V FO U R T H F L O O R TH I R D F L O O R SE C O N D F L O O R FI R S T F L O O R U- 1 WC - 1 WC - 1 WC - 1 U- 1 WC - 1 WC-2 WC - 2 WC-2 WC - 2 WC - 1 WC-2 WC - 2 WC - 1 WC - 1 WC - 1 WC - 1 U- 1 S A N V S A N V V V V V V V L-2 L-2L-1L-1WC-1WC-2 L-1L-1WC-1WC-2 L-1L-1WC-1WC-2 L-2FOURTH FLOOR THIRD FLOOR SECOND FLOOR FIRST FLOOR L- 3 WC - 2 WC - 2 L- 3 L- 3 WC - 2 WC - 2 L- 3 L- 1 L- 1 L- 2 U- 1 V V V S A N WC - 2 L- 3 WC - 2 WC - 2 WC - 1 WC - 1 WC - 2 L- 1 SE C O N D F L O O R S A N S A N EC O GE - 1 SI-1 L- 3 S A N S A N FO U R T H F L O O R TH I R D F L O O R SE C O N D F L O O R FI R S T F L O O R V.T.R V. T . R 4" G R E A S E S A N GR E A S E I N T E R C E P T O R 4" GREASE SAN 2"2"2" 2" 2"2"2" 1- 1 / 2 " 4"4" 4" 4" 4" 4" 3" 2" 2" 3" 4" 4" 2"3"4"4"2"3"4"4"2"2"4"4"4"4"2"2"3"2"4" 4" 4" 1- 1 / 2 " 2" 3" 4" 4" 2" 1- 1 / 2 " 1- 1 / 2 " 2" 3" 2" 1- 1 / 2 " 2" 1- 1 / 2 " 1- 1 / 2 " 4" 2" 4" 4" 2" 3" 2" 1- 1 / 2 " 2" 1- 1 / 2 " TO S I T E S A N I T A R Y S E W E R G S A N 3"GREASE SANCO CO3"FS-13"FS-1 3"FS-1 3"FS-1 CO COCO 3" F S - 1 3" F S - 1 3"FS-1 CO CO CO V S A N CO CO CO CO S- 1 FC O 4" F D - 3 4" H U B D R A I N 4" F D - 3 FC O 4" F D - 3 EW C - 1 FC O L- 1 2" F D - 1 FC O FC O 4" F D - 2 FC O 2" F D - 1 MS - 1 WC - 2 L- 2 U- 1 4" F D - 2 FC O V. T . R HA N D 3"FS-1 V V DF - 1 DF - 1 WC - 1 WC - 2 S A N S A N S A N S A N S A N S A N SI N K HAND SINK SINK 2" F D - 1 2" F D - 1 2" F D - 1 2" F D - 1 2" F D - 1 2" F D - 1 FIRST FLOOR LO W E R L E V E L LO W E R L E V E L LO W E R L E V E L LO W E R L E V E L V V V S A N S A N S A N S A N S A N HAND SINK G S A NSANVV V V V S A N S A N 2" F D - 1 2" F D - 1 2" 2"2" 2" 2" 3" 6" 6" 6" 6" 6" 6" 6" 4" 4" 6" 6" 6" F D - 2 6" F D - 2 4" F D - 2 P D 4" 2" 2" 4" 4" 4" 4" S A N 4" 4" 4" 4" 2" 2" 2" V 4"4"1-1/2"4"1-1/2"1-1/2" V V V V 4" 4" 4" 4" 4" 4"4" 4" C A P P E D ST U B 4" C A P P E D ST U B 2" 2" 4" 2" 2" 2" 2" 2" 1- 1 / 2 " 2" 4"4" 4"4" C A P P E D S T U B F O R FU T U R E I N T E R N A T I O N A L SH O W R O O M 2" C A P P E D S T U B F O R SH O W R O O M F I X T U R E S 2" C A P P E D S T U B F O R SH O W R O O M F I X T U R E S 2" C A P P E D S T U B F O R SH O W R O O M F I X T U R E S 2" C A P P E D S T U B F O R SH O W R O O M F I X T U R E S 2" C A P P E D S T U B F O R SH O W R O O M F I X T U R E S 4" 4" 4" 4" 6" 4" 4" 4" 4" 4" 4" 4" 4" 1- 1 / 2 " 3"3"3"1-1/2"1-1/2"3"4"S A N 2"2"2" 4" 4" 4"4" 4"4" 4"4" 4"4"1-1/2" 1- 1 / 2 " 1-1/2"1-1/2" 1- 1 / 2 " 2"2"3" 2" 2" 2" 2" 2" 3" 3" ST O R M W A T E R EJ E C T O R ( S E - 2 ) SE W A G E EJ E C T O R (S E - 1 ) 2" 2" 1- 1 / 2 " 1- 1 / 2 " TR E N C H SU M P (S P - 1 ) 2" 2" CAP FOR FUTURE BUILD-OUTCAP FOR FUTURE BUILD-OUT CAP FOR FUTURE BUILD-OUT CA P F O R F U T U R E BU I L D - O U T CA P F O R F U T U R E BU I L D - O U T CA P F O R F U T U R E BU I L D - O U T PIPING AND FIXTURES SHOWN LIGHT ARE FUTURE AND ARE SHOWN FOR REFERENCE ONLYNOTE:MS-1 2" MS - 1 S A N3"2"1-1/2"MS-1MS-1 3"V S A N1-1/2"V 3"2"2" DF - 1 S A N 2" 2" OW N E R PR O V I D E D SI N K 1- 1 / 2 " 1- 1 / 2 " SOLIDS INTERCEPTORFROM PRE-RINSE GARBAGE DISPOSAL 2"2"3"FS-13"GREASE SAN CO COSI-1SOLIDS INTERCEPTORFROM SINK /GARBAGE DISPOSAL 2"2"No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 1 2 / 2 0 1 5 4 : 0 7 : 5 8 P M C : \ U s e r s \ d a v i d t \ D o c u m e n t s \ R e v i t L o c a l F i l e s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ d a v i d t . r v t P301RISER DIAGRAMSDelta Faucet Headquarters ExpansionC. DALTOND. TOWNSEND10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 2 " = 1 ' - 0 " 1 DE T A I L - W A S T E A N D V E N T R I S E R D I A G R A M No. Date Description 1 11-13-15 BID PACKAGE #4 -ADDENDUM #11 (0.7 5 ~ 9 0 , 0 0 0 ~ ~ 2 . 5 " ) (0.7 5 ~ 1 2 0 , 0 0 0 ~ ~ 2 . 5 " ) 1 8 4 2 G GG G DE S C R I P T I O N LE G E N D : K C = E Q U I P M E N T C O N T R A C T O R P C = P L U M B I N G C O N T R A C T O R EQ U I P M E N T NU M B E R IN S T A L L E D B Y EQ U I P M E N T 14 0 ° H O T WA T E R WA S T E WA T E R VE N T HO T - WA T E R CO L D GA S KC P C AN D F I N A L RO U G H - I N CO N N E C T I O N B Y KC P C NOTES: 3 WA L L M O U N T E D HA N D S I N K 1 - 1 / 2 " DIRECT CONNECTED SANITARY 1 - 1 / 2 " 1 / 2 " 1 / 2 " X X X X X X X X X X X X X X X XXXXXXXXXXXXXXX 6 VE N T L E S S D I S H MA C H I N E 1 - 1 / 2 " 1 / 2 " 1 / 2 " 7 & 8 PR E - R I N S E / DI S P O S E R 1 - 1 / 2 " 1 / 2 " 3 / 4 " 10 TH R E E C O M P A R T M E N T SI N K 1 - 1 / 2 " 1 / 2 " - -- - -- INDIRECT 1-1/2" SANITARY TO 3" FLOOR SINK -- - - - -- INDIRECT 1-1/2" SANITARY TO 3" FLOOR SINK INDIRECT 1-1/2" SANITARY TO 3" FLOOR SINK INDIRECT 1-1/2" SANITARY TO 3" FLOOR SINK INDIRECT 1-1/2" SANITARY TO 3" FLOOR SINK ------------------------ 11 16 17 18 19 27 30 31 41 44 46 PR E P T A B L E WI T H S I N K CH E F ' S T A B L E WI T H S I N K DE E P F A T F R Y E R CO M B I - O V E N CO N V E C T I O N O V E N HO T W A T E R D I S P E N S E R DR O P - I N S O U P W E L L GR I D D L E CH A R B R O I L E R 1 - 1 / 2 " 1 - 1 / 2 " 2"1" 3/ 4 " 1/ 2 " 1/ 2 " ---- ------------ 1/ 2 " 3/ 4 " ---------- 1/ 2 " ----------- 3/ 4 " 3/ 4 " 3/ 4 " 1/ 2 " 1/ 2 " DR O P - I N H O T / CO L D W E L L IC E M A C H I N E ------ 3/ 4 " 3/ 4 " -------- INDIRECT 2" SANITARY TO 3" FLOOR SINK INDIRECT 3/4" DRAIN TO 2" FLOOR DRAIN INDIRECT 1/2" DRAIN TO 2" FLOOR SINK105,000 BTU GAS @ 6" W.C.72,000 BTU GAS @ 7" W.C.INDIRECT 3/4" DRAIN TO 2" FLOOR SINK INDIRECT 1" DRAIN TO 2" FLOOR SINK 90,000 BTU GAS @ 7" W.C.120,000 BTU GAS @ 7" W.C. XX -- 48 SI X B U R N E R R A N G E -- - - - 243,000 BTU GAS @ 7" W.C. XX -- 53 SO D A D I S P E N S E R -- - - - INDIRECT 3/4" DRAIN TO 2" FLOOR SINK XX -- 54 CO F F E E B R E W E R -- - - - XX -- 55 IC E T E A B R E W E R -- - - - XX -- 56 IC E M A C H I N E -- - - XX -- 64 DR O P - I N H A N D S I N K -- DIRECT 1-1/2" SANITARY AND VENT CONNECTIONS 1 - 1 / 2 " 1 - 1 / 2 " 3/ 4 " 3/ 4 " 3/ 4 " 1/ 2 " 1/ 2 " 1/ 2 " 1/ 2 " 1/ 2 " INDIRECT 3/4" DRAIN TO 2" FLOOR SINK (F R O M K E C P L A N S ) 3/ 4 " 3/ 4 " KI T C H E N E Q U I P M E N T S C H E D U L E 6 7 8 A. 4 SE - 1 SE - 2 4" F D - 2 GW H - 1 RP Z - 1 RP Z - 2 DW M - 1 DW M - 2 TM V - 1 RC P - 1 RC P - 2 19 20 21 21 21 21 22 22 17 ST SA N 3"3" 1 1 / 2 " 3" 2" V V V V 1717 18 6" F D - 2 6" F D - 2 4" F D - 2 CO N T R O L P A N E L (S E - 1 ) HI 6 7 8 9 6 4 5 7 8 9 10 6 11 12 6 13 MS - 1 2" F S - 1 2" F S - 1 2" F S - 1 3" F S - 1 15 3"FS-1 3" F S - 1 3" F S - 1 3" F S - 1 3 2 16 1 3" F S - 1 14 2" 3/ 4 " 1 1 / 2 " 2" 1 1 / 2 " 1 1 / 2 " 3/ 4 " 1/2" 1 1 / 2 " 3/ 4 " 1 1/2"2"1/2"3/4" 3/ 4 " 1 1 / 2 " 3/ 4 " 3/ 4 " 1/ 2 " 1/ 2 " 1 1 / 2 " 3/ 4 " 1 1 / 2 " 1 1 / 2 " 3/ 4 " 1 1 / 2 " 3/ 4 " 1 1 / 2 " V V V V G V V V G G G G G VGG 2"1 1 / 2 " 3/ 4 " 3/ 4 " 1/ 2 " WH-1 ST S T ST ST 4" 4" 4" CO 27 28 29 SI - 1 SI - 1 32 EFG 1 2 HX - 1 GW H - 2 EW H - 1 LP - 1 LP - 2 LP - 3 LP - 4 LP - 5 LP - 6 LP - 7 LP - 8 LP - 9 LP - 1 0 ET - 2 HT - 1 CT - 1 4" F D - 3 SP - 1 AS - 1 23 23 24 25 EW H - 2 (S T A C K E D ) 26 4" F D - 2 OW N E R PR O V I D E D WA T E R SO F T E N E R LO C A T I O N OW N E R PR O V I D E D TA N K L E S S WA T E R HE A T E R LO C A T I O N CO 2" 3/ 4 " 3/ 4 " 2" 2" S A N SA N 30 30 30 26 26 31 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 1 2 / 2 0 1 5 4 : 0 8 : 0 3 P M C : \ U s e r s \ d a v i d t \ D o c u m e n t s \ R e v i t L o c a l F i l e s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ d a v i d t . r v t P401PLUMBINGENLARGED PLANSDelta Faucet Headquarters ExpansionC. DALTOND. TOWNSEND10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 4 " = 1 ' - 0 " 1 EN L A R G E D W A T E R S E R V I C E R O O M 1 / 4 " = 1 ' - 0 " 2 EN L A R G E D K I T C H E N P L A N CODED NOTES:1. 1-1/2" (140 DEGREE) HOT WATER, 3/4" (140 DEGREE) HOT WATER RETURN, 1-1/2" COLD WATER, 1-1/4" HOT WATER AND 3/4" HOT WATER RETURN UP IN WALL FROM FLOOR BELOW.2. 3/4" COLD WATER AND 1/2" HOT WATER DOWN IN WALL TO CONNECT TO PRE-RINSE SPRAY CONNECTIONS AT 1'-4" A.F.F. PROVIDE EXPOSED VACUUM BREAKERS ON WALL AT +5'-0" A.F.F. IN THE VERTICAL ORIENTATION. 1-1/2" DRAIN PIPED TO DUMP OVER FLOOR SINK.3. 1/2" COLD WATER AND 1/2" (140 DEGREE) HOT WATER DOWN IN WALL TO CONNECT TO DISH WASHING MACHINE AT 5'-6" A.F.F. PROVIDE EXPOSED VACUUM BREAKERS ON WALL AT +7'-0"A.F.F. IN THE VERTICAL ORIENTATION.1-1/2" DRAIN PIPED TO DUMP OVER FLOOR SINK.4. 1/2" COLD WATER AND 1/2" (140 DEGREE) HOT WATER DOWN IN WALL FURRING TO CONNECT TO 3-COMPARTMENT SINK CONNECTION AT 1'-4" A.F.F.PROVIDE EXPOSED VACUUM BREAKERS ON WALL AT +5'-0" A.F.F. IN THE VERTICAL ORIENTATION.1-1/2" DRAIN PIPED TO DUMP OVER FLOOR SINK.5. 1/2" COLD WATER AND 1/2" HOT WATER DOWN IN WALL FURRING TO CONNECT TO SINK CONNECTIONS AT 1'-4" A.F.F. PROVIDE EXPOSED VACUUM BREAKERS ON WALL AT +5'-0" A.F.F. IN THE VERTICAL ORIENTATION. 1-1/2" DRAIN PIPED TO DUMP OVER FLOOR SINK.6. 1/2" HOT AND COLD WATER DOWN IN WALL TO HAND SINK. 1-1/2" SANITARY DOWN, 1-1/2" VENT UP.7. 1-1/4" GAS (177 CFH @ 14"w.c) DOWN EXPOSED ON WALL NEXT TO HOOD TO +1'-6" A.F.F. PROVIDE DIRT LEG, VALVE AND UNION AND ROUTE HORIZONTAL ALONG WALL TO FRYER AND TO CONVECTION OVEN. PROVIDE GAS VALVE FOR FIRE SUPPRESSION SYSTEM.8. 3/4" COLD WATER DOWN IN WALL FURRING TO STEAMER CONNECTION AT +4'-0" A.F.F. INSTALL WATER FILTER (PROVIDED BY KITCHEN EQUIPMENT CONTRACTOR) ON PIPING AT WALL PENETRATION.ROUTE 2" DRAIN TO DUMP OVER FLOOR SINK.9. 1/2" HOT AND COLD WATER DOWN IN WALL TO SINK AT +1'-4" A.F.F. 1-1/2" SANITARY DOWN, 1-1/2" VENT UP.10. 1/2" COLD WATER DOWN IN WALL TO HOT WATER DISPENSER CONNECTION AT +4'-0" A.F.F. ROUTE 3/4" DRAIN TO DUMP OVER FLOOR DRAIN.11. 1/2" COLD WATER DOWN IN WALL TO ICE MACHINE CONNECTION AT +6'-6" A.F.F. INSTALL WATER FILTER (PROVIDED BY KITCHEN EQUIPMENT CONTRACTOR) ON PIPING AT WALL PENETRATION.12. 1-1/2" GAS (453 CFH @ 14"w.c) DOWN EXPOSED ON WALL TO +1'-6" A.F.F. PROVIDE DIRT LEG, VALVE AND UNION AND ROUTE THRU WALL HORIZONTAL AND ALONG WALL TO GRIDDLE, CHAR BROILER AND RANGE. PROVIDE GAS VALVE FOR FIRE SUPPRESSION SYSTEM.13. 3/4" HOT AND COLD WATER DOWN IN WALL TO MOP SINK. 3" GREASE SANITARY DOWN, 2" VENT UP.14. 4" VENT. SEE DRAWING P111 FOR CONTINUATION.15. 1/2" HOT AND COLD WATER UP FROM FLOOR BELOW TO SINK CONNECTIONS AT +1'-4" A.F.F.ROUTE 1-1/2" SANITARY DRAIN TO DUMP OVER FLOOR SINK.16. 2" GAS (630 CFH@14" W.C.) DOWN IN WALL TO FLOOR BELOW.17. REFER TO DRAWING P 110 FOR CONTINUATION.18. 4" DOMESTIC COLD WATER DOWN EXPOSED IN CORNER TO METER/ BACKFLOW ASSEMBLY.19. 3" STORM PUMP DISCHARGE AND 2" VENT UP FROM STORM EJECTOR PIT.20. 3" SANITARY PUMP DISCHARGE AND 2" VENT UP FROM SANITARY EJECTOR PIT.21. REFER TO DETAIL 2/P501 FOR MORE INFORMATION.22. REFER TO DETAIL 1/P501 FOR MORE INFORMATION.23. MOTOR OPERATED BALL VALVE (OWNER PROVIDED,CONTRACTOR INSTALLED).24. 1-1/2" COLD WATER DOWN TO WATER SOFTENER ROUGH-IN. (WATER SOFTENER OWNER PROVIDED,OWNER INSTALLED). PROVIDE BYPASS VALVE ON ROUGH-IN.25. 1" VALVED AND CAPPED STUB FOR FUTURE OWNER USE.26. SEE PROCESS PIPING SCHEMATIC DIAGRAM P504 FOR ACTUAL PIPE ROUTING AND CONNECTIONS.27. 3/4" COLD WATER DOWN IN COLUMN WRAP TO WALL HYDRANT.28. 4" STORM UP TO PROMENADE DRAIN ABOVE.29 SOLIDS INTERCEPTOR ON FLOOR BELOW PRE-RINSE TABLE. CONNECT DRAIN FROM PRE-RINSE/ GARBAGE DISPOSAL TO SOLIDS INTERCEPTOR. PIPE DISCHARGE FROM INTERCEPTOR TO INDIRECT OVER FLOOR SINK.30. 3/4" HOT AND COLD WATER PIPING UP TO SHOWROOM DISPLAY ABOVE. 2" SANITARY DOWN FROM ABOVE.31. 1" SOFT COLD WATER VALVED AND CAPPED STUB FOR FUTURE LAB CONNECTIONS.32. SOLIDS INTERCEPTOR ON FLOOR BELOW TWO-COMPARTMENT SINK AND GARBAGE DISPOSAL. CONNECT DRAIN FROM SINK/GARBAGE DISPOSAL TO SOLIDS INTERCEPTOR. PIPE DISCHARGE FROM INTERCEPTOR TO INDIRECT OVER FLOOR SINK.GENERAL NOTES:A. CONTRACTOR IS TO COORDINATE PIPE ROUTING WITH ALL TRADES. ADDITIONAL BENDS OR OFFSETS MAY BE REQUIRED TO INSTALL COMPLETE PLUMBING SYSTEMS.B. SANITARY AND STORM PIPING IS TO BE INSTALLED WITH A MINIMUM OF 1/8" PER FOOT SLOPE.C. NO HORIZONTAL CONNECTIONS SHALL BE MADE WITHIN 0 PIPE DIAMETERS OF THE BASE OF ANY STACK.D. INSULATE ALL RAIN LE ADER PIPING WITH 1"INSULATION WITH VAPOR BARRIER (HORIZONTAL PIPING ONLY). INSULATI ON SHALL NOT PENETRATE RATED WALLS.E. CONTRACTOR SHALL VERIFY THAT ALL FLOOR/CEILING ASSEMBLES MEET THE REQUIRED RATING. 1 / 4 " = 1 ' - 0 " 3 EN L A R G E D M E C H A N I C A L R O O M P L U M B I N G PL A N No. Date Description 1 11-13-15 BID PACKAGE #4 -ADDENDUM #11 1 3" P V C E X H A U S T 3" P V C I N T A K E GW H - 1 TH E R M O M E T E R . R A N G E 3 0 ° - 1 8 0 ° F TM V - 1 4" H O U S E K E E P I N G P A D ET - 1 12 0 ° F 3/ 4 " D R A I N F U R N I S H E D W I T H WA T E R H E A T E R GA S L I N E T O W A T E R H E A T E R TE M P E R A T U R E P R E S S U R E R E L I E F VA L V E W I T H D I S C H A R G E P I P E D O W N T O 6" A B O V E F L O O R D R A I N RC P - 1 HW R TO D O M E S T I C H O T W A T E R S Y S T E M 1- 1 / 4 " 1- 1 / 4 " 1- 1 / 4 " 3/ 4 " 1- 1 / 4 " 3/ 4 " 1- 1 / 4 " BA L A N C E R E T U R N W A T E R T O A L L O W 90 % T O M I X I N G V A L V E A N D 1 0 % T O WA T E R H E A T E R RO U T E T O W A L L A N D T E R M I N A T E (C O O R D I N A T E W I T H H V A C I N T A K E L O C A T I O N ) 1- 1 / 4 " TYPICAL BRANCH LINEWATER HAMMER ARRESTOR NOTES:1. PREFERRED INSTALL WATER HAMMER ARRESTORS AT THE END OF BRANCH LINE BETWEEN THE LAST TWO FIXTURES SERVED.2. ONE WATER HAMMER ARRESTOR PER 20' LINE, AND ANOTHER FOR BRANCHES OVER 20' IN LENGTH.3. THE SUM OF FIXTURE UNIT RATING OF UNITS OVER 20' IN LENGTH SHALL BE EQUAL TO OR GREATER THAN THE DEMAND OF THE BRANCHES.WATER HAMMER ARRESTOR SCHEDULESUPPLY RISER TYPE INDICATED IN PDI SYMBOL FIXTURE UNIT RATINGA 1-11B 12-32C 33-60D 61-113E 114-154F 155-330SCHEDULE BELOW FU R N I S H E D B Y U T I L I T Y FI N I S H E D G R A D E GA S L I N E PL U G V A L V E ( T Y P . ) UN D E R G R O U N D GA S S E R V I C E L I N E RE G U A L T O R S E T T O DE L I V E R A T 2 P S I GAS PRESSURE REGULATOR REGULATE GAS PRESSURE TO 1.0 PSIG X" GAS (XXX CFH)AT 14" W.C. GA S M E T E R (P R O V I D E D B Y U T I L I T Y ) GA S P R E S S U R E R E G U L A T O R RE G U L A T E G A S PR E S S U R E T O 1 4 " W . C . GM - 1 CO O R D I N A T E W I T H D I V I S I O N 2 6 TO P R O V I D E G R O U N D I N G S T R A P 3" GAS (3,856 CFH)AT 14" W.C.GAS FIRED EQUIPMENT ROOF PIPE SUPPORT (SPACE AT 10'-0" INTERVALS LIKE MIRO MODEL 3-RAH-12UNION (TYP.)PLUG VALVE (TYP.)GAS LINE TO ROOF MOUNTED EQUIPMENT FROM GAS MAIN CAPPED DIRT LEG (TYP.)6" MIN. BELOW CONNECTION.ROOF CURB PARALLEL TO FOOTING INSIDE OUTSIDE TRANSVERSE TO FOOTING VERIFY EXCAVATION CONDITIONS (SOIL/ROCK) WITH GEOTECHNICAL REPORT AND/OR SITE INVESTIGATIONS. REFER TO SPECIFICATIONS FOR OTHER CONDITIONS. DO NOT INSTALL PIPES UNDER INTERIOR BUILDING SPREAD FOOTINGS OR PILE CAPS.COORDINATE WITH AFFECTED CONTRACTORS PRIOR TO THE START OF WORK.1 112" 12"11 111 1FLOOR SLAB TRENCH AND BACKFILL PER SPECIFICATIONS (TYPICAL) PIPE(TYPICAL)INSTALL PIPING OUTSIDE OF FOUNDATION LOAD-BEARING ZONE,INSIDE AND OUTSIDE OF BUILDING FLOOR SLAB DO NOT INSTALL PIPES THROUGH FOOTING PAD 3"MINIMUM TYPICAL CONCRETE ENCASEMENT EXTEND SLEEVE 12"PAST LOAD BEARING ZONE, BOTH SIDES OF FOOTINGGRADE OR PAVING BUILDING FOOTING OR FOUNDATION PROVIDE PLASTIC PIPE-MARKER WARNING TAPE EXTERIOR TO BUILDING ONLY. DO NOT TRENCH UNDER DRIP LINE OF TREES.GRADE OR PAVING PROVIDE SLEEVES AT PROPER ELEVATION AND LOCATION. SLEEVES SHALL BE CAST IRON SOIL PIPE TWO NOMINAL PIPE SIZES LARGER THAN PIPE.6" MINIMUM TYPICAL CONCRETE ENCASEMENT TO C O M P R E S S E D AI R S Y S T E M SH U T - O F F V A L V E (N O R M A L L Y O P E N ) NO R M A L L Y C L O S E D BY - P A S S V A L V E AI R D R Y E R TY P I C A L B A L L VA L V E 4" x 2 ' - 0 " L O N G CO N D E N S A T E AC C U M U L A T I O N L E G .0 1 M I C R O N PA R T I C U L A T E FI L T E R 2" 4" C O N C R E T E HO U S E K E E P I N G PA D CO M P R E S S E D A I R ST O R A G E T A N K FR O M E X I S T I N G C O M P R E S S E D AI R S Y S T E M ST U B F O R F U T U R E AI R C O M P R E S S O R IS O L A T I O N V A L V E 2" 2" PR O V I D E H O R I Z O N T A L B R A C E F O R P I P E 5" A N D L A R G E R A T E V E R Y B R A N C H OP E N I N G O R C H A N G E O F D I R E C T I O N B Y TH E U S E O F B R A C E S , B L O C K S O R RO D D I N G T O P R E V E N T M O V E M E N T I N AC C O R D A N C E W I T H C I S P I S T D . HI G H D E N S I T Y I N S U L A T I O N O R PR O V I D E I N S U L A T I O N S H I E L D FO R I N S U L A T E D P I P E RE F E R T O S P E C I F I C A T I O N S F O R ST Y R O F O A M B I L L E T S MO R E I N F O R M A T I O N TO S T R U C T U R E SE C U R E P I P E H A N G E R TH R E A D E D S T E E L R O D WI T H N U T A N D W A S H E R BO T H S I D E S AT E A C H H A N G E R A S E C T I O N O F PR O V I D E F O R I N S U L A T E D P I P I N G CL E V I S H A N G E R , S H O W N F O R C L A R I T Y RE F E R T O S P E C I F I C A T I O N S FO R R O D S I Z E RE F E R T O S P E C I F I C A T I O N S FO R C O N N E C T I O N S RE F E R T O S P E C I F I C A T I O N S F O R OT H E R H A N G E R T Y P E S F O R P I P E SE R V E D & S P A C I N G 2" W A T E R M E T E R W I T H B Y P A S S PR O V I D E R E M O T E R E A D - O U T T O EX T E R I O R O F B U I L D I N G . M E T E R PR O V I D E D B Y U T I L I T Y / I N S T A L L E D BY C O N T R A C T O R ( T Y P . ) 2" A S S E # 1 0 1 7 R E D U C E D P R E S S U R E BA C K F L O W P R E V E N T E R E Q U A L T O W I L K I N S 97 5 X L . P R O V I D E W I T H A I R G A P F I T T I N G AN D E X T E N D D R A I N T O N E A R E S T F L O O R DR A I N ( T Y P . ) FR O M W A T E R M A I N TO D O M E S T I C W A T E R S Y S T E M FL O O R S U P P O R T ( T Y P ) 2" GA T E V A L V E FL O O R D R A I N ( T Y P ) 4" WA L L FL O O R DW M - 1 RP Z - 1 NO DW M - 2 RP Z - 2 2" 4" BA L L V A L V E ( T Y P ) BL I N D F L A N G E BL I N D F L A N G E IN S U L A T I O N PI P E HA N G E R R O D IN S U L A T I O N ( T Y P . ) PI P E ( T Y P . ) UN I S T R U T C H A N N E L PR O V I D E A S E C T I O N OF H I G H C O M P R E S S I O N ST R E N G T H I N S U L A T I O N AT E A C H C L A M P H A N G E R PO I N T . I N S U L A T I O N T O B E FU L L R O U N D C O N T I N U O U S AN D E X T E N D 2 " B E Y O N D GA L V . S T E E L S H I E L D I N S T A L L E D OV E R I N S U L A T I O N E A C H WA Y . UN I S T R U T B A S E PL A T E A N C H O R E D T O CO N C R E T E F L O O R , O R EN G I N E E R A P P R O V E D EQ U A L , T Y P I C A L . HO T A N D C O L D WA T E R P I P I N G MI N . 1 - 5 / 8 " U N I S T R U T W I T H PI P E C L A M P S O R E N G I N E E R AP P R O V E D E Q U A L , T Y P I C A L . MI N . 1 - 5 / 8 " U N I S T R U T W I T H PI P E C L A M P S O R E N G I N E E R AP P R O V E D E Q U A L , T Y P I C A L . WA S T E A N D V E N T CH A S E P I P I N G S U P P O R T CO N F I G U R A T I O N S . PR O V I D E A S E C T I O N OF H I G H C O M P R E S S I O N ST R E N G T H I N S U L A T I O N AT E A C H H A N G E R P O I N T . IN S U L A T I O N T O B E F U L L R O U N D AN D E X T E N D 2 " B E Y O N D G A L V . SH I E L D EA C H W A Y . GA L V A N I Z E D S T E E L SH E E T S H I E L D CL E V I S H A N G E R F O R SI N G L E P I P E R U N S SH I E L D F O R P I P E 3" A N D L A R G E R GR I N N E L L F U L L P I P E CL A M P N O . 2 6 1 A N C H O R E D TO C O N C R E T E F L O O R AN D 1 - 5 / 8 U N I S T R U T , OR E N G I N E E R A P P R O V E D EQ U A L , T Y P I C A L . PI P E C L A M P F O R PI P E 2 - 1 / 2 " & SM A L L E R FO R P I P E 2 1 / 2 " A N D SM A L L E R PI P E S U P P O R T AI R L I N E 3/ 4 " C O M P R E S S E D 4 " M I N . AI R L I N E ( I N W A L L ) 3/ 4 " C O M P R E S S E D SH U T O F F V A L V E DI S C O N N E C T C O U P L E R 1/ 2 " F E M A L E Q U I C K FI L T E R / R E G U L A T O R TY P I C A L C O M B I N A T I O N TU R N P I P E O U T O F W A L L . P R O V I D E ES C U T C H E O N P L A T E DI R T L E G CO N N E C T T O R E T R A C T A B L E AI R H O S E R E E L W I T H A I R C H U C K SH U T - O F F V A L V E NO R M A L L Y C L O S E D 12 " T Y P I C A L FO R R E F E R E N C E - R E F E R T O D I V . 2 6 (B Y O T H E R S ) FO R E X P O S E D P I P I N G D R O P S NO T E : PI P I N G W I L L N O T P E N E T R A T E WA L L A N D N O E S C U T C H E O N WI L L B E N E E D E D . ES C U T C H E O N P L A T E PI P E S U P P O R T AI R L I N E 3/ 4 " C O M P R E S S E D 4 " M I N . AI R L I N E 3/ 4 " C O M P R E S S E D SH U T O F F V A L V E DI S C O N N E C T C O U P L E R 1/ 2 " F E M A L E Q U I C K TY P I C A L C O M B I N A T I O N F I L T E R / R E G U L A T O R DR O P C E I L I N G DI R T L E G CO N N E C T T O R E T R A C T A B L E AI R H O S E R E E L W I T H A I R C H U C K SH U T - O F F V A L V E NO R M A L L Y C L O S E D (B Y O T H E R S ) AS P O S S I B L E KE E P A S C L O S E T O C E I L I N G No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 7 : 1 1 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t P501PLUMBINGDETAILSDelta Faucet Headquarters ExpansionC. DALTOND. TOWNSEND10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review NT S 2 DE T A I L - W A T E R H E A T E R NTS 8 DETAIL - WATER HAMMER ARRETOR NT S 3 DE T A I L - G A S M E T E R NTS 4 DETAIL - GAS CONNECTION NTS 12 DETAIL - PIPE AND TRENCH LOCATION NT S 5 DE T A I L - C O M P R E S S E D A I R NT S 11 DE T A I L - P I P E R E S T R A I N T NT S 10 DE T A I L - P I P E H A N G E R NT S 1 DE T A I L - D O M E S T I C W A T E R S E R V I C E NT S 9 DE T A I L - P I P E H A N G E R A N D S U P P O R T S NT S 6 DE T A I L - I N W A L L C O M P R E S S E D A I R D R O P NT S 7 DE T A I L - C E I L I N G C O M P R E S S E D A I R D R O P No. Date Description Y1 HYDRANT ASSEMBLY ROOF MEMBRANE ROOF INSULATION ROOF DECKING UNDER DECK FLANGE MOUNTING BOLTS (4) CL A M P S C R E W S ( 3 ) 3/ 4 " N P T I N L E T SRH-MSHYDRANT SUPPORT ASSEMBLY HE I G H T 13 . 2 5 SU P P O R T O. A . L . 61 " 10" DIA. FI N I S H E D FL O O R EY E W A S H B O W L PU S H P L A T E F O R TE P I D W A T E R S U P P L Y TO E Y E W A S H U N I T EM E R G E N C Y M I X I N G VA L V E M O U N T E D IN C A S E W O R K EY E W A S H D R A I N PR O V I D E T R A P A N D CO N N E C T T O S A N I T A R Y CO L D W A T E R CO N N E C T T O C O L D WA T E R S U P P L Y A T WA L L HO T W A T E R CO N N E C T T O H O T WA T E R S U P P L Y A T WA L L AT W A L L 6 " ( M I N . ) 6 " ( M I N . ) CO U P L I N G A S RE Q U I R E D ( T Y P . ) CA R R I E R PI P E ( T Y P . ) ME T A L L I C P I P E PI P E I N S U L A T I O N AS R E Q U I R E D ( T Y P . ) IN S U L A T E D O R N O N - I N S U L A T E D , A B O V E G R A D E IN S U L A T I O N S H A L L BE P R O V I D E D W I T H TH E S A M E P E R F O R M A N C E AS T H E F I R E S T O P P I N G MA T E R I A L ST E E L P I P E S L E E V E MA S O N R Y W A L L OR F L O O R S L A B NO T E : P I P E S L E E V E S H A L L B E S I Z E D T O P R O V I D E 1 / 4 " A L L A R O U N D C L E A R A N C E . N. T . S . 1- 1 / 2 " V E N T , ( M I N . ) 2" x 1 - 1 / 2 " NI B C O T Y P E 60 4 A D A P T O R E S C U T C H E O N . HEAVY LAVATORY SUPPLY KIT: HEAVY ANGLE STOP VALVE W/ LOOSE KEY HANDLES AND HEAVY CHROME PLATED COPPER SUPPLIES. PROVIDE INSULATED COVERS FOR ADA SINK. SU M M E R P O S I F I X SU P P O R T B R A C K E T S OR E N G I N E E R AP P R O V E D E Q U A L . TY P E " L " C O P P E R P I P E FO R H & C W , RE F . S P E C I F I C A T I O N S FO R D I S T I L L E D W A T E R PI P I N G . 2" W A S T E , ( M I N . ) , FO R L O C A T I O N A N D R O U T I N G OF W A S T E , V E N T & W A T E R PI P I N G R E F . P L A N S . A.D.A. SINK OFFSET,USE AS REQUIRED TO ACHIEVE A.D.A.COMPLIANCE, REQUIRES ENGINEER APPROVAL.LOCATE P-TRAP TO PROVIDE FOR MIN. KNEE CLEARANCE OF 8"(PER A.D.A.).ACID DRAIN P-TRAP.FOR ADA SINK INSULATE ALL EXPOSED SINK WASTE AND WATER OUTLET PIPING AND STOP VALVES, AS PER SPECIFICATIONS.ESCUTCHEON W/ SET SCREW,(TYP. AT WASTE AND WATER WALL PENETRATIONS). WA L L CO N S T R U C T I O N (R E F . A R C H D W G ' S ) . AC I D D R A I N PI P I N G . GRID STRAINERROOF SUMP RECEIVER PIPE SIZES (SEE PLANS)FRAMING BY GENERAL CONTRACTORMETAL DECK AND STRUCTURE OP E N I N G T H R O U G H R O O F BY R O O F I N G C O N T R A C T O R OU T L E T T Y P E (R E F E R T O S P E C S . ) SU M P I N S U L A T I O N B Y M E C H . TR A D E S I N S U L A T I O N I N S T A L L E R ME M B R A N E R O O F I N G TA P E R E D I N S U L A T I O N ME M B R A N E R O O F I N G ORD RD 6" M I N . MO U N T E D O N W A L L N E A R EL E V A T O R D O O R S I S DU P L E X R E C E P T A C L E SP E C I F I E D I N D I V I S I O N 2 6 CO N T R O L A N D A L A R M PA N E L W I T H P L U G RE : S P E C I F I C A T I O N S A N D SC H E D U L E S EL E V A T O R S H A F T F L O O R EL E V A T O R S H A F T W A L L LO W E R L E V E L S L A B ST R U C T U R A L F O O T I N G HI G H L E V E L A L A R M FL O A T S W I T C H WA T E R P R E S E N T A L A R M FL O A T S W I T C H 24 " X 2 4 " X 2 4 " D E E P CO N C R E T E P I T RE : S T R U C T U R A L D R A W I N G S ST E E L G R A T E I S SP E C I F I E D I N D I V I S I O N 3 LE V E L C O N T R O L S BA S E 48 " D I A . x 9 8 " D E E P S U M P WI T H A C C E S S C O V E R VE N T GA T E V A L V E ( T Y P ) CH E C K V A L V E ( T Y P ) IN V E R T E L E V A T I O N = 8 2 9 . 2 0 ' IN L E T FL O O R = 8 3 1 . 2 2 ' HI G H L E V E L A L A R M 2N D P U M P O N 1S T P U M P O N PU M P O F F FO R C E D M A I N AN T I - F L O T A T I O N P L A T E SE W A G E E J E C T O R 2 4 " 1 8 " 1 2 " 1 2 " 6 " LE V E L C O N T R O L S BA S E 60 " D I A . x 9 6 " D E E P S U M P WI T H A C C E S S C O V E R VE N T GA T E V A L V E ( T Y P ) CH E C K V A L V E ( T Y P ) IN V E R T E L E V A T I O N = 8 2 8 . 2 0 ' IN L E T FL O O R = 8 3 1 . 2 2 ' HI G H L E V E L A L A R M 2N D P U M P O N 1S T P U M P O N PU M P O F F FO R C E D M A I N AN T I - F L O T A T I O N P L A T E ST O R M W A T E R E J E C T O R 2 4 " 1 2 " 8 " 6 " 4 " No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 7 : 1 6 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t P502PLUMBINGDETAILSDelta Faucet Headquarters ExpansionC. DALTOND. TOWNSEND10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review NT S 3 DE T A I L - R O O F H Y R D R A N T NT S 6 DE T A I L - E M E R GE N C Y E Y E W A S H NT S 7 DE T A I L - P I P E P E N E T R A T I O N NT S 8 DE T A I L - L A V A T O R Y P I P I N G NT S 5 DE T A I L - R O O F D R A I N NT S 4 DE T A I L - E L E V A T O R S U M P NT S 1 DE T A I L - S E W A G E E J E C T O R ( S E - 1 ) NT S 2 DE T A I L - S T O R M W A T E R E J E C T O R ( S E - 2 ) No. Date Description T F T FL O O R 2" C O L D W A T E R RE C I R C U L A T I O N P I P I N G 2" 2"4" 70 0 G A L L O N C O L D W A T E R S T O R A G E TA N K LI F E C Y C L E P I P I N G T R E N C H AP P R O X W A T E R L E V E L 4" C O N C . P A D T Y P . LI F E C Y C L E C O L D W A T E R P U M P 'B ' ( L P - 1 0 ) LI F E C Y C L E C O L D W A T E R P U M P 'A ' ( L P - 9 ) 4" H O U S E K E E P I N G P A D FL O O R 2" ( 5 0 ° W A T E R ) 2" B U I L D I N G C O L D W A T E R BU I L D I N G C O L D W A T E R SH U T - O F F V A L V E ( T Y P . ) CO L D T A N K R E C I R C U I L A T I O N P U M P ( L P - 1 ) OU T S I D E C H I L L E R LO C A T E D I N M E C H A N I C A L YA R D ( A C H - 1 ) 2" G L Y C O L P I P I N G L O O P CH I L L E D W A T E R T A N K R E C I R C U L A T I N G PU M P ( L P - 3 ) MA K E - U P W A T E R CO N D E N S E R W A T E R P I P I N G B E L O W GR A D E I N C O N D U I T SL E E V E A N D S E A L W A T E R TI G H T CE I L I N G GRADE EX T E R I O R W A L L AI R S E P A R A T O R (A S - 1 ) EX P A N S I O N T A N K (E T - 2 ) MA N U A L G L Y C O L FI L L S T A T I O N BU I L D I N G C O L D W A T E R LA B P I P I N G T R E N C H 2" ( 5 0 ° W A T E R ) 2" B U I L D I N G CO L D W A T E R 4" D R A I N T O C O L D T A N K HE A T E X C H A N G E R (H X - 1 ) LA B C O L D WA T E R P U M P ( L P - 4 ) MO T O R O P E R A T E D V A L V E (O W N E R P R O V I D E D , CO N T R A C T O R I N S T A L L E D ) TO L A B W A T E R S O F T E N E R 2" S O F T C O L D W A T E R TA N K F I L L S U P P L Y 3/ 4 " D R A I N V A L V E W/ H O S E B I B B 4 P5 0 3 3 P5 0 3 5 P5 0 3 LI F E C Y C L E H O T W A T E R P U M P 'B ' ( L P - 1 0 ) LI F E C Y C L E H O T W A T E R P U M P 'A ' ( L P - 9 ) 4" H O U S E K E E P I N G P A D FL O O R 2" ( 1 5 0 ° W A T E R ) 2" B U I L D I N G H O T W A T E R 4" D R A I N T O H O T T A N K LI F E C Y C L E P I P I N G T R E N C H 70 0 G A L L O N H O T W A T E R S T O R A G E TA N K 2" H O T T A N K R E C I R C U L A T I O N PI P I N G HO T T A N K R E C I R C U I L A T I O N P U M P ( L P - 2 ) BU I L D I N G H O T W A T E R 6" D I R T L E G UN I O N ( T Y P . ) SH U T - O F F V A L V E 1- 1 / 2 " G A S TO N A T U R A L G A S P I P I N G S Y S T E M 4" P V C A I R I N T A K E 4" P V C A I R E X H A U S T EL E C T R I C A L P O W E R / DI S C O N N E C T ( B Y E . C . ) SE E E L E C T R I C A L D R A W I N G S AP P R O X W A T E R L E V E L LA B H O T WA T E R P U M P ( L P - 5 ) LA B 1 8 0 ° H O T WA T E R P U M P ( L P - 6 ) LA B P I P I N G T R E N C H BU I L D I N G HO T W A T E R 2" ( 1 5 0 ° W A T E R ) 2" B U I L D I N G HO T W A T E R 2" ( 1 8 0 ° W A T E R ) SH U T - O F F V A L V E ( T Y P . ) HI G H E F F I C I E N C Y N A T U R A L G A S WA T E R H E A T E R ( G W H - 2 ) MO T O R O P E R A T E D V A L V E (O W N E R P R O V I D E D , CO N T R A C T O R I N S T A L L E D ) TO L A B W A T E R S O F T E N E R 2" S O F T C O L D W A T E R TA N K F I L L S U P P L Y EL E C T R I C 1 8 0 ° H O T W A T E R BO O S T E R H E A T E R ( E W H - 1 ) EL E C T R I C 1 8 0 ° H O T W A T E R BO O S T E R H E A T E R ( E W H - 2 ) V (ET-2)CWRN.C.3/4"3/4"1"FROM BACKFLOW PREVENTER BY PLUMBING CONTRACTORSTRAINER WITH BLOWDOWN 2"1"VACUUM BREAKERGLOBE VALVERELIEF VALVE PRESSURE GAUGE (TYP)PIPE TO DRAINHIGH CAPACITY AIR VENT FROM MAKE-UP WATER AIR SEPARATOR (AS-1)BALL VALVE (TYP)PRESSURE REDUCING VALVE UNION (TYP)STRAINERISOLATION VALVE (TYP)CONCENTRIC REDUCERPRESSURE GAUGE WITH BALL VALVE (TYP)IN-LINE PUMP (LP-3 )CONCENTRIC INCREASERCHECK VALVE BALANCE VALVE WITH GAUGE TAPPINGS FLEXIBLE CONNECTION (TYP)RIGID INSULATION (TYP)VIBRATION ISOLATOR (TYP)CHILLED WATER SUPPLY SHUT-OFF VALVE (TYPICAL)PRESS. GAUGE (TYPICAL)3/4" DRAIN (TYPICAL)THERMOMETER (TYPICAL)COLD TANK WATER SUPPLY PLATE TYPE HEAT EXCHANGER FULLY INSULATEWALL BRACKET ST R A I N E R W I T H B L O W D O W N VA L V E H O S E E N D & C A P COLD TANK WATER RETURNCHILLED WATER RETURN ANCHOR BRACKET SECURLY TO WALL ANCHOR HEAT EXCHANGER SECURLY TO WALL BRACKET 3/4" DRAIN LINE PIPE TO NEAREST DRAIN CONDENSATE DRAIN PAN 1" DEEP, FAB FROM GALV. STEEL WITH ALL WELDED SEAMSNo 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 2 4 / 2 0 1 5 1 0 : 3 0 : 0 1 A M C : \ U s e r s \ d a v i d t \ D o c u m e n t s \ R e v i t L o c a l F i l e s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ d a v i d t . r v t P503PLUMBINGDETAILSDelta Faucet Headquarters ExpansionC. DALTOND. TOWNSEND10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review NT S 1 DE T A I L - C O L D T A N K P I P I N G NT S 2 DE T A I L - H O T T A N K P I P I N G NTS 3DETAIL - MAKE-UP WATER AND EXPANSION TANK PIPING NTS 4 DETAIL - IN-LINE PUMP PIPING NTS 5 DETAIL - HEAT EXCHANGERNo. Date Description 12 11/24/15 BP#4 Addendum #3A. COLD WATER STORAGE SEQUENCE–CHILLER (ACH-1), HX-1 AND ASSOCIATED PUMPS 1. Provide a microprocessor based direct digital control system that shall provide the following:a. The chiller shall be supplied complete with all of the operating and safety controls.b. Chiller ACH-1 and pumps LP-1 and LP-3 shall be enabled through the DDC/BAS whenever the temperature in the cold water storage tank CT-1 exceeds 53 degrees F (adj).c. When the storage tank temperature sensor indicates a water temperature of 53 degrees F (adj) or above, pumps LP-1 and LP-3 shall start and run at a constant speed. Upon proving flow via a flow switch the chiller ACH-1 shall start and run under its own controls to maintain a 44 degree F discharge temperature.d. Pump status shall be monitored by a current sensor. If a pump should fail to start, an alarm shall be sent to the BAS System.e. Chiller ACH-1 and both pumps will continue to operate until the storage tank temperature drops to 49 degrees (adj). When the storage tank temperature sensor indicates a water temperature of 49 degrees F (adj), the chiller shall de-energize and pumps LP-1 and LP-3 shall stop.f. Temperature Control Contractor shall provide all wiring between the DDC/BAS System and the chiller interface panel furnished by the chiller manufacturer. All of the information available on the chiller control panel shall be displayed on the BAS System. All chiller alarm shall be displayed as a part of the BAS System as well.g. Furnish temperature sensors as required for sequence of operation and where indicated on flow diagrams. Mechanical Contractor shall provide required wells in piping system to accommodate all sensors. All control devices shall be wired by Temperature Control Contractor.12 CO N C R E T E F L O O R SL A B SE C T I O N A L T R E N C H GR A T I N G 2" W A S T E D R A I N 2" C O L D D R A I N 2" H O T D R A I N 2" - 5 0 ° W A T E R ( 1 / 2 " I N S U L A T I O N ) 2" - 5 0 ° W A T E R - B ( 1 / 2 " I N S U L A T I O N ) 2" - B U I L D I N G C O L D W A T E R ( 1 / 2 " I N S U L A T I O N ) 2" - 1 5 0 ° W A T E R ( 1 / 2 " I N S U L A T I O N ) 2" - 1 5 0 ° W A T E R - B ( 1 / 2 " I N S U L A T I O N ) 2" - B U I L D I N G H O T W A T E R ( 1 / 2 " I N S U L A T I O N ) 4" P V C D R A I N T O W A S T E 4" P V C D R A I N T O H O T T A N K 4" P V C D R A I N T O C O L D T A N K CO N C R E T E F L O O R SL A B 2" W A S T E D R A I N SE C T I O N A L T R E N C H GR A T I N G 2" H O T D R A I N 2" C O L D D R A I N 2" - 5 0 ° W A T E R ( 1 / 2 " I N S U L A T I O N ) 2" - 5 0 ° W A T E R - B ( 1 / 2 " I N S U L A T I O N ) 2" - B U I L D I N G C O L D W A T E R ( 1 / 2 " I N S U L A T I O N ) 2" - 1 5 0 ° W A T E R ( 1 / 2 " I N S U L A T I O N ) 2" - 1 5 0 ° W A T E R - B ( 1 / 2 " I N S U L A T I O N ) 2" - B U I L D I N G H O T W A T E R ( 1 / 2 " I N S U L A T I O N ) 4" P V C D R A I N T O W A S T E 4" P V C D R A I N T O H O T T A N K 4" P V C D R A I N T O C O L D T A N K 2" S T R U T S U P P O R T P L A C E D 5' O . C . 2" S T R U T S U P P O R T P L A C E D 5' O . C . BO T T O M O F T R E N C H SL O P E D 1 / 8 " P E R F O O T TR E N C H G R A T E BA N D I N G S T R A P MO U N T E D T O TR E N C H W A L L 2" D R A I N T O 4 " D R A I N I N T R E N C H PR O V I D E D A T 8 ' - 0 " O N C E N T E R 1" V A L V E D S T U B W I T H 1 " M P T C O N N E C T I O N PR O V I D E D A T 8 ' - 0 " O N C E N T E R BO T T O M O F T R E N C H SL O P E D 1 / 8 " P E R F O O T TR E N C H G R A T E PI P E S U P P O R T B A N D MO U N T E D T O T R E N C H WA L L 2" H O T O R C O L D SU P P L Y P I P E I N TR E N C H 4" H O T O R C O L D D R A I N T O T A N K (C O R R E S P O N D I N G T O S U P P L Y P I P E ) MA N U A L O P E R A T E D B L E E D V A L V E AL T E R N A T E E L E C T R O N I C S O L E N O I D VA L V E O P E R A T E D B Y T E S T C O N T R O L PA N E L . E L E C T R O N I C V A L V E A N D A L L 1/ 2 " N P T C A P P E D F O R O W N E R P R O V I D E D TE M P E R A T U R E S E N S O R PI P E C A P P E D PV C P I P E P L U G PR E S S U R I Z E D P I P E GR A V I T Y D R A I N B A C K TO T A N K LI F E C Y C L E T R E N C H E L E V A T I O N LI F E C Y C L E T R E N C H S E C T I O N A T D E E P E N D LI F E C Y C L E T R E N C H S E C T I O N A T S H A L L O W E N D BL E E D V A L V E D E T A I L CONCRETE FLOOR SLABSECTIONAL TRENCH GRATING 2" WASTE DRAIN2" COLD DRAIN2" HOT DRAIN 2"-50° WATER (1/2" INSULATION)2"-150° WATER (1/2" INSULATION)2"-180° WATER (1/2" INSULATION)4"PVC DRAIN TO WASTE 4"PVC DRAIN TO HOT TANK 4"PVC DRAIN TO COLD TANK CO N C R E T E F L O O R SL A B 2" W A S T E D R A I N SE C T I O N A L T R E N C H GR A T I N G 2" H O T D R A I N 2" C O L D D R A I N 2" - 5 0 ° W A T E R ( 1 / 2 " I N S U L A T I O N ) 2" - 1 5 0 ° W A T E R ( 1 / 2 " I N S U L A T I O N ) 2" - 1 8 0 ° W A T E R ( 1 / 2 " I N S U L A T I O N ) 4" P V C D R A I N T O W A S T E 4" P V C D R A I N T O H O T T A N K 4" P V C D R A I N T O C O L D T A N K 2" S T R U T S U P P O R T P L A C E D 5' O . C . 2" STRUT SUPPORT PLACED 5' O.C. LA B T R E N C H S E C T I O N A T D E E P E N D LAB TRENCH SECTION AT SHALLOW END 1" - B U I L D I N G H O T W A T E R ( 1 / 2 " I N S U L A T I O N ) 1" - B U I L D I N G C O L D W A T E R ( 1 / 2 " I N S U L A T I O N ) CO N T R O L W I R I N G A N D R A C E W A Y BY O W N E R . TR E N C H G R A T I N G 1"- BUILDING COLD WATER (1/2" INSULATION)1"-BUILDING HOT WATER (1/2" INSULATION) 3 ' - 5 " 1 ' - 7 " ** L A B T R E N C H E L E V A T I O N S I M I L A R * * TR E N C H P I P I N G M A T E R I A L S 4" D R A I N P I P I N G - P V C / C P V C R A T E D F O R 1 8 0 ° 2" H O T / C O L D M A I N S - C O P P E R P I P I N G 1" H O T / C O L D B R A N C H E S - P E X - ' A ' 2" ( 5 0 ° ) C O L D W A T E R ' A ' 2" ( 5 0 ° ) C O L D W A T E R ' B ' 2" B U I L D I N G C O L D W A T E R 2" ( 1 5 0 ° ) H O T W A T E R ' A ' 2" ( 1 5 0 ° ) H O T W A T E R ' B ' 2" B U I L D I N G H O T W A T E R CH I L L E D W A T E R R E C I R C U L A T I O N PU M P ( L P - 3 ) HE A T E X C H A N G E R ( H X - 1 ) HO T W A T E R ST O R A G E T A N K ( H T - 1 ) CO L D W A T E R ST O R A G E T A N K ( C T - 1 ) (L P - 5 ) (L P - 6 ) (L P - 4 ) (L P - 1 ) (L P - 2 ) (L P - 8 ) LP - 7 (L P - 9 ) (L P - 1 0 ) GA S W A T E R H E A T E R ( G W H - 2 ) 18 0 ° H O T W A T E R BO O S T E R H E A T E R (E W H - 1 ) 2" ( 1 5 0 ° ) H O T W A T E R 2" ( 1 8 0 ° ) H O T W A T E R 2" B U I L D I N G H O T W A T E R 2" ( 5 0 ° ) C O L D W A T E R 2" B U I L D I N G C O L D W A T E R PI P I N G I N T R E N C H SE R V I N G L A B PIPING IN TRENCH SERVING LIFECYCLE 2" P I P I N G R A C K E D O N W A L L A T + 1 2 " A F F (P I P I N G S H O W N H I G H F O R C L A R I T Y ) 2" P I P I N G R A C K E D O N W A L L A T + 1 2 " A F F (P I P E S S H O W N H I G H F O R C L A R I T Y ) LP - 1 CO L D T A N K R E C I R C U L A T I O N P U M P LP - 2 HO T T A N K R E C I R C U L A T I O N P U M P LP - 3 CH I L L D W A T E R R E C I R C U L A T I O N P U M P LP - 4 LA B - C O L D W A T E R P U M P LP - 5 LA B - H O T W A T E R P U M P LP - 6 LA B - 1 8 0 ° H O T W A T E R P U M P LP - 7 LI F E C Y C L E - C O L D W A T E R ' A ' P U M P LP - 8 LI F E C Y C L E - C O L D W A T E R ' B ' P U M P LP - 9 LI F E C Y C L E - H O T W A T E R ' A ' P U M P LP - 1 0 LI F E C Y C L E - H O T W A T E R ' B ' P U M P SY S T E M P U M P D E S C R I P T I O N CH I L L E D W A T E R R E C I R C U L A T I O N PI P I N G T O O U T S I D E C H I L L E R TR E N C H S U M P B A S I N AN D P U M P ( S P - 1 ) 4" D R A I N T O W A S T E 4" D R A I N T O C O L D T A N K 4" D R A I N T O H O T T A N K 4" D R A I N T O H O T T A N K 4" D R A I N T O C O L D T A N K 4" D R A I N T O W A S T E LI F E C Y C L E 18 0 ° H O T W A T E R BO O S T E R H E A T E R (E W H - 2 ) MA N U A L I S O L A T I O N VA L V E S MO T O R O P E R A T E D V A L V E (O W N E R P R O V I D E D , C O N T R A C T O R I N S T A L L E D ) FR O M L A B W A T E R S O F T E N E R MO T O R O P E R A T E D V A L V E (O W N E R P R O V I D E D , C O N T R A C T O R I N S T A L L E D ) FR O M L A B W A T E R S O F T E N E R 2" 2" 1 1 1. M O T O R O P E R A T E D V A L V E ( O W N E R , P R O V I D E D , C O N T R A C T O R I N S T A L L E D ) V A L V E T O B E P I P E D F R O M T A N K R E C I R C U L A T I O N L I N E T O T R E N C H S U M P . CO D E D N O T E S PI P I N G O N W A L L S A R E T O B E R A C K E D LO W O N T H E W A L L A T A P P R O X I M A T E L Y +1 2 " A F F . P I P I N G S H O W N H I G H E R F O R DR A W I N G C L A R I T Y No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 7 : 2 9 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t P504PLUMBINGDETAILSDelta Faucet Headquarters ExpansionC. DALTONAuthor10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review NT S 1 DE T A I L - L A B T R E N C H P I P I N G NT S 2 DE T A I L - P R O C E S S P I P I N G D I A G R A M No. Date Description AS - 1 M E C H R O O M C H I L L E D W A T E R 2 " 2 8 0 . 0 4 F T . Y E S T A C O A C - 2 1 NO T E S : 1. PR O V I D E B L O W D O W N / D R A I N V A L V E O N B O T T O M , P I P E T O N E A R E S T D R A I N . MI N TO N S DE S I G N K W DE S I G N EE R DE S I G N AM B TE M P EW T L W T G P M M A X W P D F L U I D M C A V O L T S P H AC H - 1 1 0 1 3 . 1 9 . 6 9 5 / - 1 0 5 4 4 4 2 5 . 3 8 . 4 5 F T 3 0 % P G 2 4 4 6 0 3 1 6 5 0 M U L T I S T A C K A S P 0 1 0 X 1 NO T E S 1. LO W A M B I E N T C O N T R O L S , V I B R A T I O N I S O L A T O R S 2. PR O V I D E W I T H S I N G L E - P O I N T P O W E R C O N N E C T I O N . CA P A C I T Y (M B H ) EW T (° F ) LW T (° F ) GP M WP D (F T . H D ) EW T (° F ) LW T (° F ) GPM WPD (FT. HD) HX - 1 M E C H R O O M C H I L L E D W A T E R 8 4 . 0 6 5 6 5 0 2 8 3 . 0 9 4 4 5 0 2 8 3 . 0 9 A P V / S P X A R 2 - 1 M - 1 0 1 NO T E S 1. 31 6 L S T A I N L E S S S T E E L , D O U B L E W A L L , 2 " F L A N G E CO N N . , N B R G A S K E T M A T E R I A L . C O L D S I D E 3 0 % P G . MA R K L O C A T I O N S Y S T E M S I Z E DE S I G N FL O W (G P M ) WA T E R PR E S S U R E IN T E G R A L ST R A I N E R RE Q U I R E D MA N U F A C T U R E R MODEL NUMBER NOTES MA R K CA P A C I T Y D A T A E V A P O R A T O R D A T A E L E C T R I C A L D A T A UNIT WEIGHT (LBS)MANUFACTURER MODEL NUMBER NOTES MA R K L O C A T I O N S Y S T E M HO T S I D E C O L D S I D E MANUFACTURER MODEL NUMBER NOTES AI R S E P A R A T O R S C H E D U L E AI R - C O O L E D C H I L L E R S C H E D U L E PL A T E & F R A M E H E A T E X C H A N G E R S C H E D U L E PL U M B I N G F I X T U R E R O U G H - I N S C H E D U L E FI X T U R E WA S T E TR A P V E N T CO L D H O T TE M P E R E D WC - 1 , 2 4" I N T E G R A L 2" 1 " N/ A N / A U- 1 2 " I N T E G R A L 1 - 1 / 2 " 3 / 4 " N / A N / A L- 1 , 2 1- 1 / 2 " 1 - 1 / 4 " x 1 - 1 / 2 " 1 - 1 / 2 " 1 / 2 " 1 / 2 " N / A SH - 1 , 2 3" 3 " 1- 1 / 2 " 1 / 2 " 1 / 2 " N / A MS - 1 3" 3 " 1- 1 / 2 " 1 / 2 " 1 / 2 " N / A EW C - 1 1 - 1 / 2 " 1 - 1 / 4 " x 1 - 1 / 2 " 1 - 1 / 2 " 1 / 2 " N / A N / A S- 1 , 2 1 - 1 / 2 " 1 - 1 / 2 " x 1 - 1 / 2 " 1 - 1 / 2 " 1 / 2 " 1 / 2 " N / A ES - 1 1 - 1 / 2 " 1 - 1 / 2 " x 1 - 1 / 2 " 1 - 1 / 2 " N / A N / A 1 / 2 " ME T E R A N D B A C K F L O W P R E V E N T E R S C H E D U L E TA G L O C A T I O N D E S C R I P T I O N M A N U F A C T U R E R M O D E L # N O T E S DW M - 1 WA T E R S E R V I C E 0 3 1 F U R N I S H E D B Y U T I L I T Y ; I N S T A L L E D B Y C O N T R A C T O R DW M - 2 WA T E R S E R V I C E 0 3 1 FU R N I S H E D B Y U T I L I T Y ; I N S T A L L E D B Y C O N T R A C T O R RP Z - 1 WA T E R S E R V I C E 0 3 1 LE A D F R E E B A C K F L O W P R E V E N T E R , 1 6 0 G P M @ 1 5 P S I D R O P WILKINS 975XL-2"PROVIDE STRAINER & VALVES RP Z - 2 WA T E R S E R V I C E 0 3 1 LE A D F R E E B A C K F L O W P R E V E N T E R , 1 6 0 G P M @ 1 5 P S I D R O P WILKINS 975XL-2"PROVIDE STRAINER & VALVES RP Z - 3 ME C H A N I C A L & S U P P L Y 0 2 2 LE A D F R E E B A C K F L O W P R E V E N T E R , 1 0 0 G P M @ 1 5 P S I D R O P WILKINS 975XL-1-1/2" PROVIDE STRAINER & VALVES RP Z - 4 KI T C H E N LE A D F R E E B A C K F L O W P R E V E N T E R , 2 0 G P M @ 1 3 P S I D R O P WILKINS 975XL-3/4"PROVIDE STRAINER & VALVES RP Z - 5 BE V E R A G E LE A D F R E E B A C K F L O W P R E V E N T E R , 2 0 G P M @ 1 3 P S I D R O P WILKINS 975XL-3/4"PROVIDE STRAINER & VALVES TH E R M O S T A T I C M I X I N G V A L V E S C H E D U L E TA G L O C A T I O N M I N I M U M G P M MA X I M U M GP M PR E S S U R E DR O P ( P S I ) IN L E T S I Z E OUTLET SIZE MANUFACTURER MODEL # NOTES TM V - 1 WA T E R S E R V I C E 0 3 1 0. 5 3 6 1 0 1 " 1-1/4"BRADLEY S59-3080 SET DISCHARGE TEMPERATURE TO 120°F TM V - 2 MO D E L S H O P 0 1 5 1. 5 4. 5 10 1/ 2 " 1 / 2 " BRADLEY S19-2000 MOUNTED INSIDE SINK BASE CABINET SET DISCHARGE TEMPERATURE TO 80°F DO M E S T I C G A S - F I R E D W A T E R H E A T E R S C H E D U L E TA G L O C A T I O N EL E C T R I C CF H I N P U T MI N I M U M EF F I C I E N C Y GA L L O N S O F ST O R A G E RE C O V E R Y A T 10 0 ° F EX H A U S T SI Z E IN T A K E S I Z E M A N U F A C T U R E R M O D E L # N O T E S VO L T P H A S E GW H - 1 W A T E R S E R V I C E 0 3 1 1 2 0 1 1 9 9 , 9 0 0 9 7 % 1 0 0 2 3 5 4 " 4 " A . O . S M I T H B T H - 1 9 9 SE T T A N K T E M P E R A T U R E T O 1 4 0 ° F GW H - 2 ME C H A N I C A L & S U P P L Y 02 2 12 0 1 5 0 0 , 0 0 0 9 6 % N / A 5 8 2 4 " 4 " L O C H I N V A R A W N 5 0 1 P M S E T T E M P E R A T U R E T O 1 5 0 % GW H - 3 ME C H A N I C A L & S U P P L Y 02 2 - - - - - - - - - - OW N E R F U R N I S H E D ; C O N T R A C T O R IN S T A L L E D TA N K L E S S W A T E R H E A T E R PU M P S C H E D U L E TA G L O C A T I O N EL E C T R I C G P M F E E T O F HE A D MA N U F A C T U R E R M O D E L # N O T E S VO L T P H A S E HP EV 1 EL E V A T O R S H A F T 12 0 1 N/ A N / A N / A S J E R H O M B U S TA N K A L E R T X T PR O V I D E W A T E R L E V E L A L A R M I N S H A F T P I T W I T H A U D I B L E & L I G H T A L A R M S T O A L E R T ST A F F . P R O V I D E F L O A T A N D 6 ' P O W E R C O R D . E C T O P R O V I D E P O W E R O U T L E T F O R U S E WI T H A P O R T A B L E S U M P P U M P . RC P - 1 WA T E R S E R V I C E 0 3 1 12 0 1 1 / 6 10 2 5 BE L L & G O S S E T T PL - 3 6 B AQ U A S T A T C O N T R O L L E D , B R O N Z E C O N S T R U C T I O N RC P - 2 WA T E R S E R V I C E 0 3 1 12 0 1 1 / 6 10 2 5 BE L L & G O S S E T T PL - 3 6 B AQ U A S T A T C O N T R O L L E D , B R O N Z E C O N S T R U C T I O N SE - 1 W A T E R S E R V I C E 0 3 1 4 8 0 3 2 5 8 3 0 GR U N D F O S GR U N D F O S GR U N D F O S SE G . A 1 5 . 2 0 . 2 . 6 0 H DL C . 4 6 0 V . E . 3 . A . V Z PL S . 4 8 . 9 8 . D . A . S S . S E G PU M P : D U P L E X S E W A G E G R I N D E R P U M P W I T H 1 - 1 / 2 " D I A M E T E R D I S C H A R G E CO N T R O L P A N E L : G R U N D F O S D L C . 4 6 0 V . E . 3 . A . V Z , A L T E R N A T I N G T W I N BA S I N P A C K A G E : G R U N D F O S P L S . 4 8 . 9 8 . D . A . S S . S E G , D U P L E X 4 8 " X 9 8 " P O L Y B A S I N CO N S T R U C T I O N W I T H R A I L S Y S T E M A N D D I S C H A R G E P I P I N G . SE - 2 W A T E R S E R V I C E 0 3 1 4 8 0 3 3 2 5 0 3 0 GR U N D F O S GR U N D F O S GR U N D F O S SL 1 . 2 0 . A 3 0 . 3 0 . 2 . 6 1 J . C DL C . 4 6 0 V . E . 3 . A . V Z PL S . 6 7 . 9 8 . D . A . S S . D C . 3 0 PU M P : D U P L E X S T O R M W A T E R G R I N D E R P U M P W I T H 3 " D I A M E T E R D I S C H A R G E CO N T R O L P A N E L : G R U N D F O S D L C . 4 6 0 V . E . 3 . A . V Z , A L T E R N A T I N G T W I N BA S I N P A C K A G E : G R U N D F O S P L S . 6 7 . 9 8 . D . A . S S . D C . 3 0 , D U P L E X 6 7 " X 9 8 " P O L Y B A S I N CO N S T R U C T I O N W I T H R A I L S Y S T E M A N D D I S C H A R G E P I P I N G . SP - 1 M E C H A N I C A L & S U P P L Y 0 2 2 1 2 0 1 1 / 2 4 0 1 0 H Y D R O M A T I C S W 3 3 CA S T I R O N P U M P C O N S T R U C T I O N , I N T E G R A L F L O A T , 1 - 1 / 2 " D I S C H A R G E O U T L E T , 1 / 2 " S O L I D S HA N D L I N G , 1 5 5 0 R P M , C O R D A N D P L U G , 3 ' D I A M E T E R X 4 8 " D E E P O P E N T O P P O L Y B A S I N WI T H S I D E 4 " I N L E T LP - 1 ME C H A N I C A L & S U P P L Y 0 2 2 4 8 0 3 1 3 - 4 5 7 8 0 G R U N D F O S CR ( E ) 5 - 3 A - G - A - E - H Q Q E CO L D W A T E R T A N K R E C I R C U L A T I O N LP - 2 ME C H A N I C A L & S U P P L Y 0 2 2 48 0 3 1 3 - 4 5 7 8 0 G R U N D F O S CR ( E ) 5 - 3 A - G - A - E - H Q Q E HO T W A T E R T A N K R E C I R C U L A T I O N LP - 3 M E C H A N I C A L & S U P P L Y 0 2 2 1 2 0 1 1 / 2 28 2 5 T A C O 1 9 1 5 B CH I L L E D W A T E R C I R C U L A T I O N P U M P ( 3 0 % P G ) LP - 4 ME C H A N I C A L & S U P P L Y 0 2 2 48 0 3 5 5 . 5 - 7 0 8 2 0 G R U N D F O S CR ( E ) 1 0 - 6 A - G - A - E - H Q Q E LA B C O L D W A T E R P U M P LP - 5 ME C H A N I C A L & S U P P L Y 0 2 2 48 0 3 5 5 . 5 - 7 0 8 2 0 G R U N D F O S CR ( E ) 1 0 - 6 A - G - A - E - H Q Q E LA P H O T W A T E R P U M P LP - 6 ME C H A N I C A L & S U P P L Y 0 2 2 48 0 3 5 5 . 5 - 7 0 8 2 0 G R U N D F O S CR ( E ) 1 0 - 6 A - G - A - E - H Q Q E LA B 1 8 0 D E G R E E H O T W A T E R P U M P LP - 7 ME C H A N I C A L & S U P P L Y 0 2 2 48 0 3 7 . 5 9 . 5 - 1 2 5 8 0 0 G R U N D F O S CR ( E ) 1 5 - 4 A - G - A - E - H Q Q E LI F E C Y C L E C O L D W A T E R P U M P ' A ' L I N E LP - 8 ME C H A N I C A L & S U P P L Y 0 2 2 48 0 3 7 . 5 9 . 5 - 1 2 5 8 0 0 G R U N D F O S CR ( E ) 1 5 - 4 A - G - A - E - H Q Q E LI F E C Y C L E C O L D W A T E R P U M P ' B ' L I N E LP - 9 ME C H A N I C A L & S U P P L Y 0 2 2 48 0 3 7 . 5 9 . 5 - 1 2 5 8 0 0 G R U N D F O S CR ( E ) 1 5 - 4 A - G - A - E - H Q Q E LI F E C Y C L E H O T W A T E R P U M P ' A ' L I N E LP - 1 0 M E C H A N I C A L & S U P P L Y 0 2 2 4 8 0 3 7 . 5 9 . 5 - 1 2 5 8 0 0 G R U N D F O S CR ( E ) 1 5 - 4 A - G - A - E - H Q Q E LI F E C Y C L E H O T W A T E R P U M P ' B ' L I N E EX P A N S I O N T A N K S C H E D U L E TA G L O C A T I O N T O T A L V O L U M E (G A L L O N S ) IN L E T MA N U F A C T U R E R M O D E L # N O T E S ET - 1 WA T E R S E R V I C E 0 3 1 81 " WA T T S DETA-20 CHARGE TO INCOMING WATER PRESSURE AFTER REDUCED PRESSURE BACKFLOW PREVENTER ET - 2 ME C H R O O M 0 2 2 8 3/ 4 " TA C O PAX-30-150 CHARGE TO 40 PSIG, FIELD ADJUST FOR JOB SITE CONDITIONS DO M E S T I C E L E C T R I C W A T E R H E A T E R S C H E D U L E TA G L O C A T I O N EL E C T R I C GA L L O N S O F ST O R A G E RE C O V E R Y A T 10 0 ° F MA N U F A C T U R E R M O D E L # N O T E S VO L T P H A S E K W EW H - 1 ME C H A N I C A L & S U P P L Y 0 2 2 48 0 3 3 6 6 3 6 1 H A T C O C - 3 6 S E T T A N K T E M P E R A T U R E T O 1 8 0 ° F EW H - 2 M E C H A N I C A L & S U P P L Y 0 2 2 4 8 0 3 3 6 6 3 6 1 H A T C O C - 3 6 S E T T A N K T E M P E R A T U R E T O 1 8 0 ° F CO M P R E S S E D A I R E Q U I P M E N T S C H E D U L E TA G L O C A T I O N EL E C T R I C FL O W R A T E C O O L I N G T Y P E M A N U F A C T U R E R M O D E L # N O T E S VO L T P H A S E K W RA D - 1 M E C H A N I C A L R O O M 0 1 2 1 1 5 1 1 . 1 1 5 0 C F M A I R C O O L E D S P E E D A I R E 2 D A Z 5 40 HP NON CYCLING, ENERGY EFFICIENT, 1" INLET AND OUTLET AS T - 1 M E C H A N I C A L R O O M 0 1 2 - - - - - S P E E D A I R E 4 K P 8 8 120 GALLON, 200 PSI, STEEL VERTICAL AIR RECEIVER TANK. 1" INLET AND OUTLET, 24" DIAMETER, 70.5" TALL PL U M B I N G S P E C I A L T I E S S C H E D U L E TA G FI X T U R E D E S C R I P T I O N MANUFACTURER MODEL # FD - 1 AD J U S T A B L E C A S T I R O N B O D Y , R O U N D N I C K E L B R O N Z E S T R A I N E R . C A U L K O U T L E T . C O N T R A C T O R S H A L L B U F F S T R A I N E R T O B E S U I T A B L E F O R B A R E F O OT TR A F F I C I N S H O W E R A R E A S . P R O V I D E T R A P S E A L L I K E M I F A B " M I - G U A R D " I N - L I E U O F T R A P P R I M E R . J.R. SMITH 2005-A FD - 2 CA S T I R O N B O D Y , 1 2 - I N C H - D I A M E T E R C A S T I R O N T R A C T O R G R A T E , S O L I D F R E E - S T A N D I N G S E D I M E N T B U C K E T . S I Z E A S I N D I C A T E D O N D R A W I N G S . FLOOR DRAINS LO C A T E D I N M E C H A N I C A L R O O M S T O H A V E C A S T I R O N F U N N E L S . P R O V I D E T R A P S E A L L I K E M I F A B " M I - G U A R D " I N - L I E U O F T R A P P R I M E R . J.R. SMITH 2142 FD - 3 CA S T I R O N B O D Y , A D J U S T A B L E C L E A N O U T , G A S K E T S E A L W I T H A B S P L U G . R O U N D N I C K E L B R O N Z E T O P W I T H " C O " C A S T I N S E C U R E D C O V E R . F L A S HING FLANGE WI T H C L A M P . S I Z E I N D I C A T E D O N D R A W I N G S J.R. SMITH 2142 FC O CA S T I R O N B O D Y , 1 2 - I N C H - D I A M E T E R N I C K E L B R O N Z E T O P , S O L I D F R E E - S T A N D I N G S E D I M E N T B U C K E T . S I Z E A S I N D I C A T E D O N D R A W I N G S . F L O O R DRAINS LO C A T E D I N M E C H A N I C A L R O O M S T O H A V E C A S T I R O N F U N N E L S . P R O V I D E T R A P S E A L L I K E M I F A B " M I - G U A R D " I N - L I E U O F T R A P P R I M E R . J.R. SMITH 4020S FS - 1 ST A I N L E S S S T E E L T Y P E 3 0 4 , 1 4 G A U G E F L A N G E D R E C E P T O R B O D Y W I T H S E E P A G E C O N T R O L H O L E S , R I B B E D N O N - T I L T L O O S E S E T G R A T E W I T H 1 / 2 - I NCH SQUARE HO L E S . P E R F O R A T E D S T A I N L E S S S T E E L D O M E B O T T O M ST R A I N E R . P R O V I D E S T A I N L E S S S T E E L 3 / 4 G R A T E . . J.R. SMITH 3002-12 RD - 1 LA R G E , G E N E R A L P U R P O S E R O O F D R A I N W I T H C A S T I R O N B O D Y , C A S T I R O N D O M E , B O T T O M O U T L E T , A D J U S T A B L E E X T E N S I O N S L E E V E , R E V E R S E D C O L LAR, FL A S H I N G C L A M P W I T H G R A V E L S T O P , S U M P R E C E I V E R , A N D U N D E R D E C K C L A M P . P R O V I D E E X P A N S I O N J O I N T O N A L L B O T T O M O U T L E T R O O F D R A I N S . SIZE OF PI P I N G O N P L A N I N D I C A T E S O U T L E T S I Z E O F R O O F D R A I N S . J.R. SMITH 1015-YC OR D - 1 FL O O D I N G D A M - T Y P E W I T H 2 - I N C H C A S T I R O N W A T E R C O L L A R , L A R G E , G E N E R A L P U R P O S E R O O F D R A I N W I T H C A S T I R O N B O D Y , C A S T I R O N D O M E , B O TTOM OU T L E T , E X T E N S I O N , F L A S H I N G C L A M P W I T H G R A V E L S T O P , S U M P R E C E I V E R , U N D E R D E C K C L A M P . P R O V I D E E X P A N S I O N J O I N T O N A L L B O T T O M O U T L E T ROOF DR A I N S . S I Z E O F P I P I N G O N P L A N I N D I C A T E S O U T L E T S I Z E O F R O O F D R A I N . J.R. SMITH 1080-RC RD - 2 LA R G E , D E E P S U M P P R O M E N A D E D E C K D R A I N W I T H C A S T I R O N B O D Y , C A S T I R O N G R A T E , B O T T O M O U T L E T , A D J U S T A B L E E X T E N S I O N S L E E V E , R E V E R S E D COLLAR, FL A S H I N G C L A M P , S U M P R E C E I V E R , A N D U N D E R D E C K C L A M P . P R O V I D E E X P A N S I O N J O I N T O N A L L B O T T O M O U T L E T R O O F D R A I N S . S I Z E O F P I P I N G O N PLAN IN D I C A T E S O U T L E T S I Z E O F R O O F D R A I N S . J.R. SMITH 1446-WC WH - 1 FR E E Z E P R O O F F A U C E T , B R O N Z E C A S I N G , H I N G E D , L O C K I N G P O L I S H E D B R O N Z E ( N I C K E L ) B O X A N D C O V E R , S E L F - D R A I N I N G V A C U U M B R E A K E R , I N T E G R AL BA C K F L O W P R E V E N T E R , 3 / 4 " S I Z E . L E N G T H A S R E Q U I R E D . WOODFORD 67 GI - 1 BU R R I E D R E C T A N G L E P R E C A S T C O N C R E T E G R E A S E I N T E R C E P T O R , 6 " I N L E T A N D O U T L E T , ( 2 ) 2 4 " D I A M E T E R M A N W A Y S W I T H E X T E N S I O N C O L L A R U P T O GRADE. 1, 5 0 0 G A L L O N W E T V O L U M E . D U A L C O M P A R T M E N T , A N T I - F L O A T I O N B R A C K E T S T O A N C H O R U N I T I N G R O U N D . MCCREARY CONCRETE PRODUCTS1500 GALLON (2 COMPARTMENT) TO MEET CTRW SPECIFICATION SI - 1 ST A I N L E S S S T E E L S O L I D S I N T E R C E P T O R . 2 " I N L E T A N D O U T L E T , R E M O V A B L E S E D I M E N T B A S K E T , L A T C H E D L I D , F L O O R M O U N T E D , 7 G P M M A X ZURN Z-1183 RH - 1 RO O F H Y D R A N T , F R E E Z E P R O O F F A U C E T , N O D R A I N R E Q U I R E D , D U A L C H E C K B A C K F L O W P R E V E N T E R 3 / 4 " S I Z E . C A S T I R O N W I T H C A S T I R O N H Y D R A N T SUPPORT, UN D E R D E C K F L A N G E , W E L L S E A L , E P D M B O O T WOODFORD SRH-MS CT - 1 70 0 G A L L O N I N S U L A T E D P O L Y I N - G R O U N D C O L D W A T E R S T O R A G E T A N K , O P E N T O P , 5 ' - 0 " D I A M E T E R , 5 ' - 0 " D E E P CU S T O M F A B R I C A T E D R O U N D S T E E L T O P C O V E R CA P A B L E O F S U P P O R T I N G W A L K I N G T R A F F I C . T O P T O B E C O N S T R U C T E D W I T H A 6 0 / 4 0 S P L I T W I T H T H E 6 0 S I D E B E I N G F I X E D A N D T H E 4 0 S I D E C ONTAINING A HI N G E D A C C E S S D O O R . P R O V I D E W A T E R A N D A I R T I G H T S E A L S O N V E R T I C A L P I P E P E N E T R A T I O N S T H R O U G H F I X E D C O V E R . PRO TANK CUSTOM HT - 1 70 0 G A L L O N I N S U L A T E D P O L Y I N - G R O U N D H O T W A T E R S T O R A G E T A N K , O P E N T O P , 5 ' - 0 " D I A M E T E R , 5 ' - 0 " D E E P CU S T O M F A B R I C A T E D R O U N D S T E E L T O P C O V E R CA P A B L E O F S U P P O R T I N G W A L K I N G T R A F F I C . T O P T O B E C O N S T R U C T E D W I T H A 6 0 / 4 0 S P L I T W I T H T H E 6 0 S I D E B E I N G F I X E D A N D T H E 4 0 S I D E C ONTAINING A HI N G E D A C C E S S D O O R . P R O V I D E W A T E R A N D A I R T I G H T S E A L S O N V E R T I C A L P I P E P E N E T R A T I O N S T H R O U G H F I X E D C O V E R . PROTANK CUSTOM AA V - 1 1- 1 / 2 " P L A S T I C M E C H A N I C A L V E N T . T H R E A D E D P V C C O N N E C T I O N . I N S T A L L M I N I M U M O F 4 " A B O V E H O R I Z O N T A L B R A N C H STUDOR MINI-VENT 20341 PL U M B I N G F I X T U R E S C H E D U L E TA G FI X T U R E D E S C R I P T I O N MA N U F A C T U R E R M O D E L # WC - 1 FI X T U R E : V I T R E O U S C H I N A , F L O O R M O U N T E D E L O N G A T E D B O W L , 1 - 1 / 2 " I N L E T T O P S P U D , L O W - C O N S U M P T I O N 1 . 2 8 G P F , D I R E C T - F E D S I P H O N J E T AC T I O N , F U L L Y - G L A Z E D 2 - 1 / 8 " T R A P W A Y , 10 " x 1 2 " W A T E R , S U R F A C E A R E A , M E E T S AS M E F L U S H R E Q U I R E M E N T S A T 1 . 2 8 G P F . TO T O C T 7 0 5 E N G FL U S H V A L V E : D I A P H R A G M T Y P E F L U S H V A L V E , C H R O M E P L A T E D , S Y N T H E T I C R U B B E R D I A P H R A G M , I N F R A R E D S E N S O R , T H R E E S E C O N D F L U S H D E L A Y , OV E R R I D E B U T T O N , A D J U S T M E N T S C R E W , 1 ” I . P . S . S C R E W D R I V E R A N G L E ST O P , V A C U U M B R E A K E R F L U S H C O N N E C T I O N , S P U D C O U P L I N G A N D F L A N G E F O R 1 - 1 / 2 ” T O P S P U D , S W E A T S O L D E R A D A P T E R A N D C A S T S E T S C R E W W A LL F L A N G E , L O W C O N S U M P T I O N 1 . 2 8 G P F . OW N E R F U R N I S H E D N / A SE A T : H E A V Y W E I G H T A N D I N J E C T I O N - M O L D E D O F S O L I D P L A S T I C , O P E N F R O N T L E S S C O V E R F O R E L O N G A T E D B O W L A N D F E A T U R E E X C L U S I V E , F O U R LA R G E M O L D E D - I N B U M P E R S , C O N C E A L E D C H E C K H I N G E S W I T H S T A I N L E S S ST E E L P O S T S . CH U R C H 2 9 5 C T WC - 2 FI X T U R E : A D A C O M P L I A N T , V I T R E O U S C H I N A , F L O O R M O U N T E D E L O N G A T E D BO W L , 1 - 1 / 2 " I N L E T T O P S P U D , L O W - C O N S U M P T I O N 1 . 2 8 G P F , D I R E C T - F ED S I P H O N J E T A C T I O N , F U L L Y - G L A Z E D 2 - 1 / 8 " T R A P W A Y , 1 0 " x 1 2 " W A T E R , SU R F A C E A R E A , M E E T S A S M E F L U S H R E Q U I R E M E N T S A T 1 . 2 8 G P F . TO T O C T 7 0 5 E L N G FL U S H V A L V E : D I A P H R A G M T Y P E F L U S H V A L V E , C H R O M E P L A T E D , S Y N T H E T I C R U B B E R D I A P H R A G M , I N F R A R E D S E N S O R , T H R E E S E C O N D F L U S H D E L A Y , OV E R R I D E B U T T O N , A D J U S T M E N T S C R E W , 1 ” I . P . S . S C R E W D R I V E R A N G L E ST O P , V A C U U M B R E A K E R F L U S H C O N N E C T I O N , S P U D C O U P L I N G A N D F L A N G E F O R 1 - 1 / 2 ” T O P S P U D , S W E A T S O L D E R A D A P T E R A N D C A S T S E T S C R E W W A LL F L A N G E , L O W C O N S U M P T I O N 1 . 2 8 G P F . OW N E R F U R N I S H E D N / A SE A T : H E A V Y W E I G H T A N D I N J E C T I O N - M O L D E D O F S O L I D P L A S T I C , O P E N F R O N T L E S S C O V E R F O R E L O N G A T E D B O W L A N D F E A T U R E E X C L U S I V E , F O U R LA R G E M O L D E D - I N B U M P E R S , C O N C E A L E D C H E C K H I N G E S W I T H S T A I N L E S S ST E E L P O S T S . CH U R C H 2 9 5 C T U- 1 FI X T U R E : A D A C O M P L I A N T , V I T R E O U S C H I N A , W A LL H U N G , H I G H E F F I C I E N C Y 0 . 1 2 5 G P F , F L U S H I N G R I M , E L O N G A T E D 1 4 " R I M F R O M F I N I S H E D W A LL , W A S H O U T F L U S H A C T I O N , E X T E N D E D S I D E S F O R P R I V A C Y , 3 / 4 " I N L E T T O P SP U D , O U T L E T C O N N E C T I O N T H R E A D E D 2 " I N S I D E , M E E T S A S M E F L U S H R E Q U I R E M E N T S A T 0 . 1 2 5 G P F . S T A I N L E S S S T E E L S T R A I N E R . TO T O U T 4 4 5 U FL U S H V A L V E : D I A P H R A G M T Y P E F L U S H V A L V E , C H R O M E P L A T E D , S Y N T H E T I C R U B B E R D I A P H R A G M , I N F R A R E D S E N S O R , T H R E E S E C O N D F L U S H D E L A Y , OV E R R I D E B U T T O N , F O U R S I Z E A A B A T T E R I E S , “ L O W B A T T E R Y ” F L A S H I N G LE D , I N F R A R E D S E N S O R R A N G E A D J U S T M E N T S C R E W , 3 / 4 ” I . P . S . S C R E W D R I V E R A N G L E S T O P , V A C U U M B R E A K E R F L U S H C O N N E C T I O N , S P U D C O U P L I N G A N D F L A N G E F O R 3 / 4 " T O P S P U D , S W E A T S O L D E R A D A P T E R A N D C A S T S E T SC R E W W A L L F L A N G E , L O W C O N S U M P T I O N 0 . 1 2 5 G P F . OW N E R F U R N I S H E D N / A CA R R I E R : W A L L U R I N A L S U P P O R T W I T H T O P S U P P O R T P L A T E , R E C T A N G U L A R S T E E L U P R I G H T S W I T H W E L D E D F E E T , A D J U S T A B L E S U P P O R T P L A T E A N D MO U N T I N G F A S T E N E R S . ZU R N S E R I E S Z 1 2 0 0 L- 1 FI X T U R E : B A S I N I N T E G R A L W I T H T O P B Y O T H E R T R A D E BY O T H E R S N / A FA U C E T : 0 . 5 G P M S E N S O R F A U C E T . F U R N I S H E D B Y O W N E R ; C O N T R A C T O R I N S T A L L E D OW N E R F U R N I S H E D N / A TR I M : S U P P L Y P I P E W I T H L O O S E K E Y S T O P S . C A S T B R A S S P - T R A P W I T H C L E A N - O U T . D R A I N W I T H C H R O M E P L A T E D C A S T B R A S S G R I D S T R A I N E R . C HR O M E P L A T E D B R A S S 1 7 G A U G E T A I L P I E C E . MC G U I R E 1 6 5 L K , 8 9 0 2 , 1 4 9 TH E M O S T A T I C M I X I N G V A L V E : L E A D - F R E E D E S I G N , W A X - F I L L E D T H E R M O S T A T , A D J U S T A B L E S E T P O I N T W I T H I N T E M P E R A T U R E R A N G E , U N I V E R S A L M O UN T I N G C A P A B I L I T Y , I N T E G R A L C H E C K V A L V E S A N D S T R A I N E R , A S S E 1 0 7 0 CO M P L I A N T . S E T T O 1 1 0 ° F . BR A D L E Y S 5 9 - 4 0 0 0 L- 2 FI X T U R E : B A S I N I N T E G R A L W I T H T O P B Y O T H E R T R A D E BY O T H E R S N / A FA U C E T : 0 . 5 G P M S E N S O R F A U C E T . F U R N I S H E D B Y O W N E R ; C O N T R A C T O R I N S T A L L E D OW N E R F U R N I S H E D N / A TR I M : S U P P L Y P I P E W I T H L O O S E K E Y S T O P S . C A S T B R A S S P - T R A P W I T H C L E A N - O U T . D R A I N W I T H C H R O M E P L A T E D C A S T B R A S S G R I D S T R A I N E R . C HR O M E P L A T E D B R A S S 1 7 G A U G E T A I L P I E C E . P R O V I D E L A V I N S U L A T I O N O N SU P P L Y A N D D R A I N P I P I N G MC G U I R E 1 6 5 L K , 8 9 0 2 , 1 4 9 TH E M O S T A T I C M I X I N G V A L V E : L E A D - F R E E D E S I G N , W A X - F I L L E D T H E R M O S T A T , A D J U S T A B L E S E T P O I N T W I T H I N T E M P E R A T U R E R A N G E , U N I V E R S A L M O UN T I N G C A P A B I L I T Y , I N T E G R A L C H E C K V A L V E S A N D S T R A I N E R , A S S E 1 0 7 0 CO M P L I A N T . S E T T O 1 1 0 ° F . BR A D L E Y S 5 9 - 4 0 0 0 L- 3 FI X T U R E : V I T R E O U S C H I N A U N D E R M O U N T L A V A T O R Y , R E C T A N G U L A R 1 7 " X 1 3 " W I T H F R O N T O V E R F L O W A N D C E N T E R 1 - 1 / 4 " D R A I N . W H I T E C O L O R TO T O L T 2 2 1 FA U C E T : 0 . 5 G P M S E N S O R F A U C E T . F U R N I S H E D B Y O W N E R ; C O N T R A C T O R I N S T A L L E D OW N E R F U R N I S H E D N / A TR I M : S U P P L Y P I P E W I T H L O O S E K E Y S T O P S . C A S T B R A S S P - T R A P W I T H C L E A N - O U T . D R A I N W I T H C H R O M E P L A T E D C A S T B R A S S G R I D S T R A I N E R . C HR O M E P L A T E D B R A S S 1 7 G A U G E T A I L P I E C E . MC G U I R E 1 6 5 L K , 8 9 0 2 , 1 4 9 TH E M O S T A T I C M I X I N G V A L V E : L E A D - F R E E D E S I G N , W A X - F I L L E D T H E R M O S T A T , A D J U S T A B L E S E T P O I N T W I T H I N T E M P E R A T U R E R A N G E , U N I V E R S A L M O UN T I N G C A P A B I L I T Y , I N T E G R A L C H E C K V A L V E S A N D S T R A I N E R , A S S E 1 0 7 0 CO M P L I A N T . S E T T O 1 1 0 ° F . BR A D L E Y S 5 9 - 4 0 0 0 L- 4 FI X T U R E : A D A C O M P L I A N T , V I T R E O U S C H I N A U N D E R M O U N T L A V A T O R Y , R E C T A N G U L A R 1 7 " X 1 3 " W I T H F R O N T O V E R F L O W A N D C E N T E R 1 - 1 / 4 " D R A I N . W H I T E C O L O R TO T O L T 2 2 1 FA U C E T : 0 . 5 G P M S E N S O R F A U C E T . F U R N I S H E D B Y O W N E R ; C O N T R A C T O R I N S T A L L E D OW N E R F U R N I S H E D N / A TR I M : S U P P L Y P I P E W I T H L O O S E K E Y S T O P S . C A S T B R A S S P - T R A P W I T H CL E A N - O U T . D R A I N W I T H C H R O M E P L A T E D C A S T B R A S S G R I D S T R A I N E R . P LU G . C H R O M E P L A T E D B R A S S 1 7 G A U G E T A I L P I E C E . P R O V I D E L A V I N S U L A T I O N ON S U P P L Y A N D D R A I N P I P I N G MC G U I R E 1 6 5 L K , 8 9 0 2 , 1 4 9 TH E M O S T A T I C M I X I N G V A L V E : L E A D - F R E E D E S I G N , W A X - F I L L E D T H E R M O S T A T , A D J U S T A B L E S E T P O I N T W I T H I N T E M P E R A T U R E R A N G E , U N I V E R S A L M O UN T I N G C A P A B I L I T Y , I N T E G R A L C H E C K V A L V E S A N D S T R A I N E R , A S S E 1 0 7 0 CO M P L I A N T . S E T T O 1 1 0 ° F . BR A D L E Y S 5 9 - 4 0 0 0 MS - 1 FI X T U R E : 2 4 " x 2 4 " , P R E C A S T T E R R A Z Z O O N E P I E C E P R O D U C T S A R E M A D E O F M A R B L E C H I P S C A S T I N G R E Y P O R T L A N D C E M E N T . 1 2 " H I G H . S H O U L D E RS S H A L L N O T B E L E S S T H A N 2 " W I D E W I T H 1 / 2 " P I T C H T O W A R D I N S I D E . ST A I N L E S S S T E E L C A P S O N A L L C U R B S . D R A I N B O D Y M A D E O F S T A I N L E S S S T E E L C A S T I N T E G R A L L Y A N D P R O V I D E F O R A C A U L K E D L E A D C O N N E C T I O N N O T L E S S T H A N 1 " D E E P T O A 3 " P I P E . C O O R D I N A T E H A N D I N G O F M O P S I N K WI T H D R A W I N G S . P R O V I D E S T A I N L E S S S T E E L P A N E L S O N E A C H W A L L T H A T A B U T S M O P S I N K . P R O V I D E M O P H A N G E R W I T H ( 3 ) C L A M P S F O R ( 3 ) M O PS , P R O V I D E 5 ' L O N G H O S E W I T H H O S E C L A M P H A N G E R FL O R E S T O N E M O D E L 8 2 TR I M : W A L L M O U N T E D S E R V I C E S I N K F A U C E T , P O L I S H E D C H R O M E P L A T E D F I N I S H , S O L I D B R A S S B O D Y C O N S T R U C T I O N , A T M O S P H E R I C V A C U U M B R E A K ER S P O U T W I T H P A I L H O O K A N D W A L L B R A C E , 3 / 4 " M A L E G A R D E N H O S E TH R E A D O U T L E T , L E V E R H A N D L E S W I T H S E C U R E D C O L O R C O D E D I N D E X B U T T O N S . OW N E R F U R N I S H E D N / A DF - 1 FI X T U R E : W A L L H U N G , A D A C O M P L I A N T , D U A L L E V E L , N O N - R E F R I G E R A T E D , D R I N K I N G F O U N T A I N . F R O N T M O U N T E D P U S H B U T T O N . B U B B L E R W I T H C H RO M E P L A T E D B R A S S B U B B L E R , F L O W R E G U L A T O R , D R A I N A N D D R A P AS S E M B L Y . W A L L P A N E L A N D M O U N T I N G B R A C K E T . 1 4 G A U G E T Y P E 3 0 4 S T A I N L E S S S T E E L W I T H S A T I N F I N I S H . EL K A Y E H W M 2 1 7 C TR I M : S U P P L Y P I P E W I T H L O O S E K E Y S T O P S . C A S T B R A S S P - T R A P W I T H C L E A N - O U T . D R A I N W I T H C H R O M E P L A T E D C A S T B R A S S S O L I D T O P , MC G U I R E 16 5 L K , 8 9 0 2 S- 1 22 " x 1 9 - 1 / 2 " x 7 - 5 / 8 " D E E P , S I N G L E B O W L , # 1 8 G A U G E , T Y P E 3 0 4 N I C K E L B E A R I N G S T A I N L E S S S T E E L . T O P M O U N T . 1 - 3 / 4 " V E R T I C A L A N D H O R I Z O NT A L R A D I U S . B O W L A N D F A U C E T D E C K R E C E S S 3 / 1 6 " B E L O W O U T S I D E E D G E O F S I N K . FU L L Y U N D E R C O A T E D T O D A M P E N S O U N D A N D P R E V E N T C O N D E N S A T I O N . 3 - 1 / 2 " D R A I N O P E N I N G L O C A T E D O F F - C E N T E R R E A R , 3 H O L E S , 8 " C E N T E R S . EL K A Y L R 2 2 1 9 DE C K M O U N T E D 8 " W I D E S P R E A D F A U C E T , P O L I S H E D C H R O M E P L A T E D F I N I S H , S O L I D B R A S S B O D Y C O N S T R U C T I O N , 8 " C E N T E R S , 8 " S W I N G S P O U T , 0 . 5 G P M P R E S S U R E C O M P E N S A T I N G A E R A T O R O U T L E T , W I N G M E T A L H A N D L E S AN D S E C U R E D C O L O R C O D E D I N D E X B U T T O N S . OW N E R F U R N I S H E D N / A DR A I N W I T H N I C K E L P L A T E D B R A S S B O D Y W I T H G R I D S T R A I N E R , P O L I S H E D F I N I S H . EL K A Y L K 1 8 TR I M : S U P P L Y P I P E W I T H L O O S E K E Y S T O P S . C A S T B R A S S P - T R A P W I T H C L E A N - O U T . P . O . P L U G . C H R O M E P L A T E D B R A S S 1 7 G A U G E T A I L P I E C E . MC G U I R E 1 6 5 L K , 8 9 1 2 S- 2 19 " x 1 9 " x 7 - 1 / 2 " D E E P , S I N G L E B O W L , # 1 8 G A U G E , T Y P E 3 0 4 N I C K E L B E A R I N G S T A I N L E S S S T E E L . T O P M O U N T . 1 - 3 / 4 " V E R T I C A L A N D H O R I Z O N T AL R A D I U S . B O W L A N D F A U C E T D E C K R E C E S S 3 / 1 6 " B E L O W O U T S I D E E D G E O F S I N K . FU L L Y U N D E R C O A T E D T O D A M P E N S O U N D A N D P R E V E N T C O N D E N S A T I O N . 3 - 1 / 2 " D R A I N O P E N I N G L O C A T E D O F F - C E N T E R R E A R , 3 H O L E S , 8 " C E N T E R S . EL K A Y L R 1 9 1 9 DE C K M O U N T E D 8 " W I D E S P R E A D F A U C E T , P O L I S H E D C H R O M E P L A T E D F I N I S H , S O L I D B R A S S B O D Y C O N S T R U C T I O N , 8 " C E N T E R S , 8 " S W I N G S P O U T , 0 . 5 G P M P R E S S U R E C O M P E N S A T I N G A E R A T O R O U T L E T , W I N G M E T A L H A N D L E S AN D S E C U R E D C O L O R C O D E D I N D E X B U T T O N S . OW N E R F U R N I S H E D N / A DR A I N W I T H N I C K E L P L A T E D B R A S S B O D Y W I T H G R I D S T R A I N E R , P O L I S H E D F I N I S H . EL K A Y L K 1 8 TR I M : S U P P L Y P I P E W I T H L O O S E K E Y S T O P S . C A S T B R A S S P - T R A P W I T H C L E A N - O U T . P . O . P L U G . C H R O M E P L A T E D B R A S S 1 7 G A U G E T A I L P I E C E . MC G U I R E 1 6 5 L K , 8 9 1 2 EE W - 1 SI D E C A S E W O R K - M O U N T E D E Y E W A S H . V A L V E : 1 / 2 " N P F T 3 1 6 S T A I N L E S S S T E E L , S T A Y - O P E N B A L L V A L V E . A C T I V A T E D B Y S T A I N L E S S S T E E L P U S H H A ND L E . S P R A Y H E A D S : A E R A T E D O U T L E T S I N B R A S S S P R A Y H E A D S S U P P L Y CO N V E R G I N G S T R E A M S T O P R O D U C E A C U R T A I N O F A E R A T E D W A T E R . V O L U M E C O N T R O L S I N E A C H S P R A Y H E A D E N S U R E P R O P E R S P R A Y P A T T E R N . B R A S S W A T E R W A Y S A R E S H I E L D E D B Y " S A F E T Y " Y E L L O W P O L Y P R O P Y L E N E CO V E R S . 1 / 2 " N P T F I N L E T A N D D R A I N . U N I T H A S N A T U R A L B R U S H E D S T A I N L E S S S T E E L F I N I S H . R E C E P T O R : S T A I N L E S S S T E E L . SP E A K M A N S E - 4 0 0 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. 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TOWNSEND10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner ReviewNo. Date Description 1 11-13-15 BID PACKAGE #4 -ADDENDUM #11 FL O O R TO M A I N D R A I N 6" D O U B L E C H E C K DE T E C T O R AS S E M B L Y TO F I R E D E P A R T M E N T SI A M E S E C O N N E C T I O N ON S I T E N E X T T O P I V AL A R M B E L L , C O O R D I N A T E L O C A T I O N 6" F I R E F R O M C I T Y WA T E R M A I N FS TS TS TS 6" W E T S Y S T E M CH E C K V A L V E FL O W S W I T C H FL O O R S U P P O R T 4" 6" AU T O M A T I C BA L L D R I P WI T H T H E O W N E R A N D T H E A U T H O R I T Y HA V I N G J U R I S D I C T I O N . TE R M I N A T E M A I N D R A I N 6 " A B O V E FI N I S H E D G R A D E O N T O SP L A S H B L O C K , C O O R D I N A T E LO C A T I O N W I T H O W N E R A N D AU T H O R I T Y H A V I N G JU R I S D I C T I O N . WE T P I P E R I S E R T A M P E R VA L V E A S S E M B L Y 6" R I S E R C H E C K V A L V E AS S E M B L Y TO B A C K F L O W P R E V E N T E R T E S T CO N N E C T I O N , C O O R D I N A T E L O C A T I O N OF T E S T L E A D E R W I T H O W N E R & AU T H O R I T Y H A V I N G J U R I S D I C T I O N . RO U T E T O F L O O R DR A I N TO S P R I N K L E R S IN S P E C T O R ' S T E S T V A L V E SI G H T G L A S S FL O W S W I T C H NO T E : IN S P E C T O R ' S T E S T V A L V E S S H A L L B E I N S T A L L E D IN A C C E S S I B L E L O C A T I O N . M O U N T A D J A C E N T T O FI X E D S T R U C T U R E I F L A D D E R A C C E S S I S RE Q U I R E D . UN I O N W I T H C O R R O S I O N R E S I S T A N T OR I F I C E G I V I N G F L O W E Q U I V A L E N T T O TH E S M A L L E S T S P R I N K L E R I N T H E S Y S T E M AU X I L I A R Y D R A I N V A L V E IN D I C A T I N G T Y P E F L O O R CO N T R O L V A L V E W I T H SU P E R V I S O R Y S W I T C H FI R E P R O T E C T I O N SU P P L Y M A I N RO U T E T O T H E T E S T D R A I N R I S E R S N FS PS P H W F GED T U VRS CBA ONM I LK HDGP M HPHG T HZ HE A D GA L L O N S P E R M I N U T E HE I G H T HO R S E P O W E R HE R T Z VO L T WE I G H T WA T E R G A U G E WA T E R SU P E R V I S E D W A L L P O S T I N D I C A T O R V A L V E V WG T WGW WP I V DO U B L E C H E C K D E T E C T O R A S S E M B L Y FI N F L E L °FEX P FD C FEX I S T GA FV C FP GA L FT EX I S T I N G EX P A N S I O N DE G R E E S F A H R E N H E I T FI R E D E P A R T M E N T C O N N E C T I O N FI R E P R O T E C T I O N W A T E R S U P P L Y GA U G E FI N I S H E D F L O O R E L E V A T I O N FI R E V A L V E C A B I N E T FI R E P R O T E C T I O N GA L L O N S FO O T O R F E E T DNDI A DW G EQ U I P ELDE P T DC D A DCU F T CO N T CU I N DI A M E T E R DO W N DR A W I N G EQ U I P M E N T EL E V A T I O N DE P A R T M E N T CO N T I N U A T I O N CU B I C F E E T CU B I C I N C H DR A I N ST A N D A R D SP E C I F I C A T I O N ST R A I N E R SH E E T TO P E L E V A T I O N TY P I C A L UN L E S S N O T E D O T H E R W I S E ST D ST R SP E C SH T TE TY P UN O PR E S S U R E R E D U C I N G V A L V E PS I G A U G E PO U N D S P E R S Q U A R E I N C H PR E S S U R E RE V O L U T I O N S P E R M I N U T E SE C O N D PR E S S PS I G PR V PS I RP M SE C AB B R E V I A T I O N S AV G AU T O BF V BO P BL D G CA P AV E R A G E AU T O M A T I C BU T T E R F L Y V A L V E BU I L D I N G BO T T O M O F P I P E CA P A C I T Y AP P R O X AB V AF F AM P AB O V E AB O V E F I N I S H E D F L O O R AP P R O X I M A T E AM P E R E NU M B E R NO T T O S C A L E OW N E R F U R N I S H E D , C O N T R A C T O R I N S T A L L E D NO T I N C O N T R A C T NO R M A L L Y O P E N MA X I M U M NO T A P P L I C A B L E MI N I M U M NO R M A L L Y C L O S E D NO . NT S OF C I NI C NOMA X N/ AMI N NC IN C H E S PO U N D S KI L O W A T T LE N G T H LI N E A R F E E T IN KW LB LGLF AR C H I T E C T BF B E L O W F L O O R CO N N C O N N E C T I O N O R C O N N E C T FS F L O W S W I T C H HV A C H E A T I N G , V E N T I L A T I N G A N D A I R C O N D I T I O N I N G ME C H M E C H A N I C A L MF G M A N U F A C T U R E R PL B G P L U M B I N G PS P R E S S U R E S W I T C H ST S T L S T A I N L E S S S T E E L TO P T O P O F P I P E AR C H GENERAL NOTES A. COORDINATE EXACT REQUIREMENTS AND LOCATION OF WORK WITH THE WORK OF OTHER TRADES PRIOR TO FABRICATION. PROVIDE ADDITIONAL OFF-SETS AND SECTIONS OF PIPING AS MAY BE REQUIRED TO MEET THE APPLICABLE JOB CONDITION REQUIREMENTS. VERIFY EXISTING JOB-SITE ELEVATIONS, DIMENSIONS, AND CONDITIONS, PRIOR TO FABRICATION OR INSTALLATION OF THE WORK. COORDINATE EXACT ROUTING OF PIPING WITH OTHER TRADES SO THAT NO CONFLICTS OCCUR WITH DUCTWORK, PIPING, LIGHTS, STRUCTURE, ETC.B. VISIT THE SITE OF THE WORK AND DETERMINE AN EXACT KNOWLEDGE OF CONDITIONS AFFECTING THE EXECUTION OF WORK. AFTER VISITING THE SITE, REQUEST SUCH FURTHER INFORMATION AND/OR CLARIFICATIONS AS NECESSARY TO FULLY UNDERSTAND THE WORK REQUIRED AND TO PROPERLY ESTIMATE COSTS. THE RENDERING OF A PROPOSAL OR BID TO PERFORM THE WORK SHALL REPRESENT THAT THE SITE HAS BEEN VISITED AND ALL CONDITIONS AFFECTING PERFORMANCE OF THE CONTRACT HAVE BEEN NOTED.C. ALL FLOOR PENETRATIONS TO BE SEALED WATER TIGHT AND COMPLETELY PACKED WITH FIRE STOP MATERIAL BY TRADE CONTRACTORS.D. COORDINATE THE LOCATION OF ALL UTILITY CONNECTION POINTS FOR EQUIPMENT WITH OTHER TRADES.E. THE CONTRACTOR IS TO VERIFY THE EXACT SERVICE OF ANY EXISTING PIPING PRIOR TO INSTALLING ANY NEW CONNECTIONS. ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS OR THE DESIGN INTENT AND ACTUAL CONDITIONS ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY, PRIOR TO INSTALLING SAID CONNECTION.FLOW TEST INFORMATION FLOW TEST LOCATION MAP FP C F I R E P R O T E C T I O N C O N T R A C T O R TA M P E R S W I T C H TS NO T E : N O T A L L A B B R E V I A T I O N S M A Y B E U S E D . NO T E : N O T A L L S Y M B O L S M A Y B E U S E D . (E ) (D ) FI R E (A ) SY M B O L S L I S T PI P I N G EX I S T I N G T O R E M A I N EX I S T I N G T O B E D E M O L I S H E D FI R E P R O T E C T I O N FI R E P R O T E C T I O N A R E A PI P I N G ( F I T T I N G S , V A L V E S , A N D M I S C E L L A N E O U S ) DR O P RI S E TE E CA P FL O W A R R O W BU T T E R F L Y V A L V E BA L L V A L V E CH E C K V A L V E ST R A I N E R UN I O N PI P E S L E E V E PR E S S U R E R E D U C I N G V A L V E EX I S T I N G A B A N D O N E D GA T E V A L V E O R G E N E R A L S E R V I C E V A L V E GL O B E V A L V E SO L E N O I D V A L V E SU P E R V I S E D V A L V E OU T S I D E S T E M & Y O K E V A L V E DO U B L E D E T E C T O R C H E C K A S S E M B L Y PR E S S U R E G A U G E W I T H S T O P C O C K NO T A T I O N S FL O W S W I T C H PR E S S U R E S W I T C H UP R I G H T S P R I N K L E R H E A D PE N D A N T O R C O N C E A L E D S P R I N K L E R H E A D SI D E W A L L S P R I N K L E R H E A D DR Y - P I P E B A R R E L S I D E W A L L S P R I N K L E R H E A D FI R E D E P A R T M E N T C O N N E C T I O N F. PROVIDE WET PIPE SPRINKLER SYSTEM FOR THIS BUILDING. PROVIDE ALL NECESSARY COMPONENTS FOR FULLY OPERATIONAL WET PIPE SPRINKLER SYSTEM.ALL SHUT OFF VALVES IN THE SPRINKLER SYSTEM ARE TO BE ELECTRICALLY SUPERVISED. DESIGN AND INSTALL FIRE PROTECTION SYSTEM IN ACCORDANCE WITH NFPA 13, STATE REQUIREMENTS AND LOCAL AUTHORITY HAVING JURISDICTION.92 PSI 70 PSI 1405 GPM A B 01/16/2015 CARMEL WATER DEPT.SUPPLY PRESSURE:FLOW PRESSURE:HYDRANT FLOW:FLOW HYDRANT:PRESSURE HYDRANT:TEST DATE:TEST BY:111TH STREET PENNSYLVANIA STREET PENNSYLVANIA STREET 111TH STREETG. PER THE ELEVATOR MEETING THE REQUIREMENTS OF NFPA 13, PARAGRAPHS 8.15.5.2 AND 8.15.5.5, NO SPRINKLERS SHALL BE PROVIDED IN THE ELEVATOR SHAFT.HYDRANT "A'(FLOW HYDRANT)HYDRANT "B'(PRESSURE HYDRANT)N.T.S. SP R I N K L E R H E A D T Y P E S P E R L O C A T I O N . RE F E R T O S P E C I F I C A T I O N S F O R TO S U I T LE N G T H PR O V I D E TO S U I T LE N G T H PR O V I D E 40 P I P I N G , T Y P I C A L 1" B L A C K S T E E L S C H E D U L E SU S P E N D E D C E I L I N G CH R O M E E S C U T C H E O N P L A T E 1" X 1 / 2 " P I P E R E D U C I N G C O U P L I N G SP R I N K L E R B R A N C H P I P I N G SU S P E N D E D C E I L I N G CH R O M E E S C U T C H E O N P L A T E RE F E R T O S P E C I F I C A T I O N S F O R SP R I N K L E R H E A D T Y P E S P E R L O C A T I O N . 1" X 1 / 2 " P I P E RE D U C I N G C O U P L I N G BR A N C H L I N E 40 P I P I N G , T Y P I C A L 1" B L A C K S T E E L S C H E D U L E UP R I G H T S P R I N K L E R ST R U C T U R E A B O V E NO T E : D E F L E C T O R T O B E AL I G N E D P A R A L L E L T O ST R U C T U R E A B O V E , L O C A T E D 4" T O 1 2 " B E L O W S T R U C T U R E . RE D U C I N G T E E No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED Date Drawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 4 9 : 0 0 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t F000FIRE PROTECTION GENERAL INFORMATION SHEETDelta Faucet Headquarters ExpansionJ. LEEP. BOWMAN10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review NT S 1 DE T A I L - F I R E P R O T E C T I O N S E R V I C E EN T R A N C E NT S 2 DE T A I L - F I R E P R O T E C T I O N F L O O R CO N T R O L NT S 3 DE T A I L - F I R E P R O T E C T I O N A R M O V E R NT S 4 DE T A I L - U P R I G H T S P R I N K L E R No. Date Description DN RE F . 56 58 57 18 6 0 1 8 4 8 1 8 4 8 1 8 4 8 1 8 4 8 1 8 3 6 1 8 4 8 1 8 4 8 1 8 4 8 W1 1 C1 2 C12C12 C 1 2 C 1 2 C 1 2 C 1 2 C1 2 W 4 6 W 4 6 W3 4 W1 1 W3 4 W 4 6 W 4 6 1 8 4 8 1 8 4 8 18 4 8 18 4 8 S 3 ' - 6 " D O O R W I D T H I N T E R I O R W I D T H 6 ' - 8 " INTERIOR DEPTH 5'-61_8" H O I S T W A Y W I D T H 8 ' - 6 " 3'-67_8" CENTER LINE OF GUIDERAIL 4 ' - 4 3 _ 4 " 7 1 _ 4 " HOISTWAY DEPTH 6'-11" H S C optional wall C Me c h a n i c a l 01 2 St o r a g e R o o m 00 9 Li f e C y c l e T e s t i n g 02 1 Me c h a n i c a l & Su p p l y 02 2 Mo d e l S h o p 01 4 St o r a g e R o o m 01 5 Of f i c e 01 6 Gr i n d i n g 01 7 Cl e a n i n g R o o m 01 8 3D P r i n t i n g 01 9 Ba t h i n g Ex p e r i e n c e (F u t u r e ) 00 7 Ba t h i n g I n s t a l l & Te s t i n g 00 4 Pa c k a g e T e s t i n g 00 3 La b W o r k A r e a 02 3 W. I . P . 02 6 Se c u r e S t o r a g e 02 7 Op t i c a l 02 4 Pe n d i n g 02 5 A Of f i c e 02 9 Wa t e r S e r v i c e 03 1 El e c t r i c a l R o o m 03 0 Wo r k r o o m 03 2 Co r r i d o r 00 5 Ch a n g i n g (F u t u r e ) 00 6 W. R . R . 00 8 M. R . R . 01 0 ID F 01 3 Ja n . 01 1 In c o m i n g 02 5 La b O f f i c e s 02 8 2 1 4" 6" 6" DC D A - 1 FI R E F I R E OH - 1 OH - 1 OH - 1 OH - 1 OH - 1 OH - 1 OH - 1 FI R E F I R E FI R E 6" 6" 6 A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 XA A 9 F I R E 6" F I R E 6" 6" FI R E 8 5 6 3 4 7 OH - 1 OH - 1 10 11 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 4 9 : 0 9 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t F110LOWER LEVEL FIRE PROTECTION PLANDelta Faucet Headquarters ExpansionJ. LEEP. BOWMAN10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 LO W E R L E V E L F I R E P R O T E C T I O N P L A N CODED NOTES:1. 6" FIRE SERVICE. SEE CIVIL ENGINEER'S SITE UTILITY DRAWING FOR CONTINUATION.2. 4" FIRE TO FIRE DEPARTMENT CONNECTION ON SITE. SEE CIVIL ENGINEER'S SITE UTILITY DRAWING FOR CONTINUATION.3. 6" COMBINATION FIRE RISER.4. 3" DRAIN RISER. TERMINATE DRAIN RISER 6"ABOVE FINISHED GRADE ONTO SPASHBLOCK, COORDINATE LOCATION WITH OWNER AND AUTHORITY HAVING JURISDICTION. ALSO PROVIDE A 1" DRAIN LINE WITH SUPERVISED BALL VALVE, TERMINATING 6" ABOVE HUB DRAIN, TO ALLOW FOR DRAINING OF LOW PART OF DRAIN RISER.5. 2-1/2" STANDPIPE HOSE VALVE CONNECTION.6. RISER ISOLATION VALVE WITH SUPERVISORY SWITCH 7. FLOOR ZONE CONTROL VALVE ASSEMBLY. SEE DETAIL 2/F000.8. FIRE SPRINKLER MAIN TO SPRINKLERS. REFER TO FPC DRAWINGS FOR CONTINUATION.9. 6" STANDPIPE RISER.10. SEE DETAIL 1/F000 FIRE PROTECTION SERVICE ENTRANCE FOR REQUIREMENTS OF PIPING IN THIS AREA.11. PROVIDE WALL WASHING SPRINKLERS ON EITHER SIDE OF WALL BETWEEN PEDESTRIAN CONNECTOR AND EXISTING BUILDING. SPRINKLERS FOR EXIS TING BUILDING SIDE SHALL COME OFF EXISTING BUILDING SPRINKLER SYSTEM, WHILE SPRINKLERS FOR PEDESTRIAN CONNECTOR SIDE COME OFF OF THE NEW SYSTEM.FIRE SPRINKLER HAZARD CLASS:LIGHT HAZARD - .10 GFM/SF OVER BASE AREA OF 1,500 SF.MAXIMUM HEAD COVERAGE AREA OF 225 SF. HOSE DEMAND OF 100 GPM. ALL AREAS ARE LIGHT HAZARD UNLESS OTHERWISE NOTED.ORDINARY HAZARD GROUP - 1 - .15GFM/SF OVER BASE AREA OF 1,500 SF. MAXIMUM HEAD COVERAGE OF 130SF. HOSE DEMAND OF 250GFM.LH OH-1GENERAL NOTES:A. PROVIDE A WET PIPE SPRINKLER SYSTEM FOR THIS BUILDING. PROVIDE ALL NECESSARY COMPONENTS FOR FULLY OPERATIONAL WET PIPE SPRINKLER SYSTEM. ALL SHUT OFF VALVES IN THE SYSTEM ARE TO BE ELECTRONICALLY SUPERVISED. DESIGN AND INSTALL FIRE PROTECTION SYSTEM IN ACCORDANCE WITH NFPA 13,STATE REQUIREMENTS AND LOCAL AUTHORITY HAVING JURISDICTION.B. COORDINATE EXACT REQUIR EMENTS AND LOCATION OF WORK WITH THE WORK OF OTHER TRADES PRIOR TO FABRICATION. PROVIDE ADDITIONAL OFF SETS AND SECTION OF PIPING AS MAY BE REQUIRED TO MEET THE APPLICABLE JOB CONDITION REQUIREMENTS. VERIFY BUILDING DIMENSIONS AND ELEVATIONS PRIOR TO FABRICATION. COORDINATE EXACT ROUTING OF PIPING WITH OTHER TRADES SO TH AT NO CONFLICTS OCCUR WITH DUCTWORK, PIPING, LIGHTING, STRUCTURE, ETC. 0 4' 8' 16 ' No. Date Description UP S (0.75 ~ 9 0 , 0 0 0 ~ ~ 2 . 5 " ) (0.7 5 ~ 1 2 0 , 0 0 0 ~ ~ 2 . 5 " ) 1 8 4 2 G GG G In t e r n a t i o n a l 11 0 Ve s t i b u l e 11 1 Sh o w r o o m 11 2 En t r y 11 3 Ki t c h e n 10 5 Ca f e 10 3 Re c e p t i o n 11 4 M. R . R . 11 6 W. R . R . 11 7 W. R . R . 10 7 M. R . R . 10 8 ID F 10 9 Ja n . 10 6 IT / E l e c 11 5 OH - 1 OH - 1 1 5 3 4 7 A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 XA A 2 6 5 OH - 1 OH - 1 8 8 OH - 1 10 9 9 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 6 : 4 9 : 1 6 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t F111FIRST FLOOR FIRE PROTECTION PLANDelta Faucet Headquarters ExpansionJ. LEEP. BOWMAN10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 FI R S T F L O O R P L A N F I R E P R O T E C T I O N CODED NOTES:1. FIRE SPRINKLERS MAIN TO SPRINKLERS. REFER TO FPC DRAWING FOR CONTINUATION.2. 6" STANDPIPE RISER 3. 6" COMBINATION FIRE RISER.4. 3" DRAIN RISER.5. 2-1/2" STANDPIPE HOSE VALVE CONNECTION.6. HOSE CONNECTION LOCATED ON INTERMEDIATE LANDING.7. FLOOR ZONE CONTROL VALVE ASSEMBLY. SEE DETAIL 2/F000.8. AREA IS PROVIDED WITH SLOPED CEILINGS.CONTRACTOR TO COORDINATE SPRINKLER LAYOUT WITH THE SLOPED CEILINGS.9. PROVIDE DRY TYPE PENDENT SPRINKLER HEAD OFF THE WET PIPE SYSTEM FOR EXTERIOR CEILING OF BUILDING OVERHANG.10. PROVIDE WALL WASHING SP RINKLERS ON EITHER SIDE OF WALL BETWEEN PEDESTRIAN CONNECTOR AND EXISTING BUILDING. SPRINKLERS FOR EXISTING BUILDING SIDE SHALL COME OFF EXISTING BUILDING SPRINKLER SYSTEM, WHILE SPRINKLERS FOR PEDESTRIAN CONNECTOR SIDE SHALL COME OFF OF THE NEW SYSTEM.GENERAL NOTES:A. PROVIDE A WET PIPE SPRINKLER SYSTEM FOR THIS BUILDING. PROVIDE ALL NECESSARY COMPONENTS FOR FULLY OPERATIONAL WET PIPE SPRINKLER SYSTEM. ALL SHUT OFF VALVES IN THE SYSTEM ARE TO BE ELECTRONICALLY SUPERVISED. DESIGN AND INSTALL FIRE PROTECTION SYSTEM IN ACCORDANCE WITH NFPA 13,STATE REQUIREMENTS AND LOCAL AUTHORITY HAVING JURISDICTION.B. COORDINATE EXACT REQUIR EMENTS AND LOCATION OF WORK WITH THE WORK OF OTHER TRADES PRIOR TO FABRICATION. PROVIDE ADDITIONAL OFF SETS AND SECTION OF PIPING AS MAY BE REQUIRED TO MEET THE APPLICABLE JOB CONDITION REQUIREMENTS. VERIFY BUILDING DIMENSIONS AND ELEVATIONS PRIOR TO FABRICATION. COORDINATE EXACT ROUTING OF PIPING WITH OTHER TRADES SO THAT NO CONFLICTS OCCUR WITH DUCTWORK, PIPING, LIGHTING, STRUCTURE, ETC.FIRE SPRINKLER HAZARD CLASS:LIGHT HAZARD - .10 GFM/SF OVER BASE AREA OF 1,500 SF. MAXIMUM HEAD COVERAGE AREA OF 225 SF. HOSE DEMAND OF 100 GPM. ALL AREAS ARE LIGHT HAZARD UNLESS OTHERWISE NOTED.ORDINARY HAZARD GROUP - 1 - .15GFM/SF OVER BASE AREA OF 1,500 SF. MAXIMUM HEAD COVERAGE OF 130SF. HOSE DEMAND OF 250GFM.LH OH-1 0 4' 8' 16 ' No. Date Description DN S 3 ' - 6 " D O O R W I D T H I N T E R I O R W I D T H 6 ' - 8 " INTERIOR DEPTH 5'-61_8" H O I S T W A Y W I D T H 8 ' - 6 " 3'-67_8" CENTER LINE OF GUIDERAIL 4 ' - 4 3 _ 4 " 7 1 _ 4 " HOISTWAY DEPTH 6'-11" H S C optional wall C 67 68 666564 63 6 1 6 1 4 8 1 5 b a s e 4 8 1 5 b a s e 2 4 d w r b a s e 2 4 d w r b a s e 3 " t h i c k c o u n t e r t o p ( t o p = 3 6 " ) 30 3 0 s n k b a s e 33 3 0 b a s e 33 3 0 b a s e 30 3 0 b a s e fil l / s c r i b e fil l / s c r i b e 24 4 8 2 4 4 8 2 4 4 8 2 4 4 8 2 4 3 0 D H C C C CD At r i u m 20 4 Me e t i n g R o o m 21 3 Co n f e r e n c e R o o m 20 7 W. R . R . 21 0 M. R . R . 21 1 ID F 21 2 Bu s i n e s s C e n t e r 22 0 W. R . R . 22 1 IT / E l e c 22 2 M. R . R . 22 3 Ca t e r i n g S t a g i n g 21 8 Me e t i n g R o o m 21 5 AV C l o s e t 21 7 Co n f e r e n c e R o o m 20 6 Co n f e r e n c e R o o m 20 5 6 5 9 OH - 1 OH - 1 OH - 1 OH - 1 8 5 3 4 7 A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 XA A OH - 1 1 2 2 2 Ja n . 20 9 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 0 : 4 8 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t F112SECOND FLOOR FIRE PROTECTION PLANDelta Faucet Headquarters ExpansionJ. LEEP. BOWMAN10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 SE C O N D F L O O R F I R E P R O T E C T I O N P L A N CODED NOTES:1. PROVIDE WALL WASHING SPRINKLERS ON EITHER SIDE OF WALL BETWEEN PEDESTRAIN CONNECTOR AND EXISTING BUILDING. SPRINKLERS FOR EXISTING BUILDING SIDE SHALL COME OFF EXISTING BU ILDING SPRINKLER SYSTEM,WHILE SPRINKLERS FOR PEDE STRAIN CONNECTOR SHALL COME OFF OF THE NEW SYSTEM.2. PROVIDE DRY TYPE PENDENT SPRINKLER HEAD OFF THE WET PIPE SYSTEM FOR EXTERIOR CEILING OF BUILDING OVERHANG.3. 6" COMBINATION FIRE RISER.4. 3" DRAIN RISER.5. 2-1/2" STANDPIPE HOSE VALVE CONNECTION.6. HOSE CONNECTION LOCATED ON INTERMEDIATE LANDING.7. FLOOR ZONE CONTROL VALVE ASSEMBLY. SEE DETAIL 2/F000.8. FIRE SPRINKLER MAIN TO SPRINKLERS. REFER TO FPC DRAWINGS FOR CONTINUATION.9. 6" STANDPIPE RISER.GENERAL NOTES:A. PROVIDE A WET PIPE SPRINKLER SYSTEM FOR THIS BUILDING. PROVIDE ALL NECESSARY COMPONENTS FOR FULLY OPERATIONAL WET PIPE SPRINKLER SYSTEM. ALL SHUT OFF VALVES IN THE SYSTEM ARE TO BE ELECTRONICALLY SUPERVISED. DESIGN AND INSTALL FIRE PROTECTION SYSTEM IN ACCORDANCE WITH NFPA 13,STATE REQUIREMENTS AND LOCAL AUTHORITY HAVING JURISDICTION.B. COORDINATE EXACT REQUIR EMENTS AND LOCATION OF WORK WITH THE WORK OF OTHER TRADES PRIOR TO FABRICATION. PROVIDE ADDITIONAL OFF SETS AND SECTION OF PIPING AS MAY BE REQUIRED TO MEET THE APPLICABLE JOB CONDITION REQUIREMENTS. VERIFY BUILDING DIMENSIONS AND ELEVATIONS PRIOR TO FABRICATION. COORDINATE EXACT ROUTING OF PIPING WITH OTHER TRADES SO THAT NO CONFLICTS OCCUR WITH DUCTWORK, PIPING, LIGHTING, STRUCTURE, ETC.FIRE SPRINKLER HAZARD CLASS:LIGHT HAZARD - .10 GFM/SF OVER BASE AREA OF 1,500 SF. MAXIMUM HEAD COVERAGE AREA OF 225 SF. HOSE DEMAND OF 100 GPM. ALL AREAS ARE LIGHT HAZARD UNLESS OTHERWISE NOTED.ORDINARY HAZARD GROUP - 1 - .15GFM/SF OVER BASE AREA OF 1,500 SF. MAXIMUM HEAD COVERAGE OF 130SF. HOSE DEMAND OF 250GFM.LH OH-1 0 4' 8' 16 ' No. Date Description R E F . R E F . S 3 ' - 6 " D O O R W I D T H I N T E R I O R W I D T H 6 ' - 8 " INTERIOR DEPTH 5'-6 1_8" H O I S T W A Y W I D T H 8 ' - 6 " 3'-67_8" CENTER LINE OF GUIDERAIL 4 ' - 4 3 _ 4 " 7 1 _ 4 " HOISTWAY DEPTH 6'-11" H S C optional wall C Ci r c u l a t i o n 30 2 St o r a g e R o o m 33 2 M. R . R . 33 1 W. R . R . 33 0 IT / E l e c 33 3 W. R . R . 31 3 M. R . R . 31 2 ID F 31 1 OH - 1 OH - 1 OH - 1 OH - 1 7 5 3 6 A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 XA A 1 2 5 OH - 1 4 Ja n . 31 4 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I N E E RLISAHUANG I N D I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 0 : 5 9 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t F113THIRD FLOOR FIRE PROTECTION PLANDelta Faucet Headquarters ExpansionJ. LEEP. BOWMAN10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 TH I R D F L O O R P L A N F I R E P R O T E C T I O N CODED NOTES:1. 6" STANDPIPE RISER 2. HOSE VALVE CONNECTION MOUNTED ON INTERMEDIATE LEVEL.3. 6" COMBINATION FIRE RISER.4. 3" DRAIN RISER.5. 2-1/2" STANDPIPE HOSE VALVE CONNECTION.6. FLOOR ZONE CONTROL VALVE ASSEMBLY. SEE DETAIL 2/F000.7. FIRE SPRINKLER MAIN TO SPRINKLERS. REFER TO FPC DRAWINGS FOR CONTINUATION.GENERAL NOTES:A. PROVIDE A WET PIPE SPRINKLER SYSTEM FOR THIS BUILDING. PROVIDE ALL NECESSARY COMPONENTS FOR FULLY OPERATIONAL WET PIPE SPRINKLER SYSTEM. ALL SHUT OFF VALVES IN THE SYSTEM ARE TO BE ELECTRONICALLY SUPERVISED. DESIGN AND INSTALL FIRE PROTECTION SYSTEM IN ACCORDANCE WITH NFPA 13,STATE REQUIREMENTS AND LOCAL AUTHORITY HAVING JURISDICTION.B. COORDINATE EXACT REQUIR EMENTS AND LOCATION OF WORK WITH THE WORK OF OTHER TRADES PRIOR TO FABRICATION. PROVIDE ADDITIONAL OFF SETS AND SECTION OF PIPING AS MAY BE REQUIRED TO MEET THE APPLICABLE JOB CONDITION REQUIREMENTS. VERIFY BUILDING DIMENSIONS AND ELEVATIONS PRIOR TO FABRICATION. COORDINATE EXACT ROUTING OF PIPING WITH OTHER TRADES SO THAT NO CONFLICTS OCCUR WITH DUCTWORK, PIPING, LIGHTING, STRUCTURE, ETC.FIRE SPRINKLER HAZARD CLASS:LIGHT HAZARD - .10 GFM/SF OVER BASE AREA OF 1,500 SF.MAXIMUM HEAD COVERAGE AREA OF 225 SF. HOSE DEMAND OF 100 GPM. ALL AREAS ARE LIGHT HAZARD UNLESS OTHERWISE NOTED.ORDINARY HAZARD GROUP - 1 - .15GFM/SF OVER BASE AREA OF 1,500 SF. MAXIMUM HEAD COVERA GE OF 130SF. HOSE DEMAND OF 250GFM.LH OH-1 0 4' 8' 16 ' No. Date Description A B CDEFGHIJ 1 2 3 4 5 6 7 8 9 10 12 XBXFXHXJXMXNXQXSXU X2 X3 X4 X1 4. 3 A. 4 XA A 7 5 3 1 4 6 5 8 2 No 10708835 STATE OF_____P R O F E S S I O N A L E N G I NEERLISAHUANGIND I A N AREGISTERED A B Area of Work Key PlanDateDrawn By:Checked By:Project Number:Project Name Sheet Title Sheet NumberRevisionsSignatureThis drawing and all information on it is the property of Architura Corporation. It is confidential and its submission or distribution to meet official regulartory requ irements or for other purposes in connection with this project is not to be construed as publication in derogation of common law copyright or other reserved rights. This drawing nor any part of it nor any information concerning it may be copied, exhibited, reproduced or furnished to others nor may photographs be made of any article fabricated or assembled from this drawing without written consent of Architura Corporation.© Copyright 2015 Architura CorporationArchitura Corporation 55 Monument Circle Suite 1212 Indianapolis, IN 46204 (317) 348-1000 (317) 951-1213 fax www.archituracorp.com 1 1 / 4 / 2 0 1 5 5 : 5 1 : 0 6 P M C : \ U s e r s \ c h r i s m \ D o c u m e n t s \ 1 4 1 6 0 D e l t a F a u c e t H Q M E P _ c h r i s m . r v t F114FOURTH FLOOR FIRE PROTECTION PLANDelta Faucet Headquarters ExpansionJ. LEEP. BOWMAN10/30/2015 14160 55 East 111th Street Indianpolis, IN 46280100% Owner Review 1 / 8 " = 1 ' - 0 " 1 FO U R T H F L O O R F I R E P R O T E C T I O N P L A N GENERAL NOTES:A. PROVIDE A WET PIPE SPRINKLER SYSTEM FOR THIS BUILDING. PROVIDE ALL NECESSARY COMPONENTS FOR FULLY OPERATIONAL WET PIPE SPRINKLER SYSTEM. ALL SHUT OFF VALVES IN THE SYSTEM ARE TO BE ELECTRONICALLY SUPERVISED. DESIGN AND INSTALL FIRE PROTECTION SYSTEM IN ACCORDANCE WITH NFPA 13,STATE REQUIREMENTS AND LOCAL AUTHORITY HAVING JURISDICTION.B. COORDINATE EXACT REQUIR EMENTS AND LOCATION OF WORK WITH THE WORK OF OTHER TRADES PRIOR TO FABRICATION. PROVIDE ADDITIONAL OFF SETS AND SECTION OF PIPING AS MAY BE REQUIRED TO MEET THE APPLICABLE JOB CONDITION REQUIREMENTS. VERIFY BUILDING DIMENSIONS AND ELEVATIONS PRIOR FABRICATION. COORDINATE EXACT ROUTING OF PIPING WITH OTHER TRADES SO THAT NO CONFLICTS OCCUR WITH DUCTWORK, PIPING, LIGHTING, STRUCTURE, ETC.CODED NOTES:1. 6" RISE UP TO ROOF ACCESS. PROVIDE 2-1/2" STANDPIPE HOSE VALVE CONNECTION IN STAIRWELL AT ROOF LEVEL LANDING. ALSO PROVIDE PRESSURE GAUGE AT TOP OF STANDPIPE.2. 6" STAND PIPE RISER.3. 6" COMBINATION FIRE RISER.4. 3" DRAIN RISER.5. 2-1/2" STANDPIPE HOSE VALVE CONNECTION.6. FLOOR ZONE CONTROL VALVE ASSEMBLY. SEE DETAIL 2/F000.7. FIRE SPRINKLER MAIN TO SPRINKLERS. REFER TO FPC DRAWINGS FOR CONTINUATION.8. HOSE CONNECTION LOCATED ON INTERMEDIATE LANDING.FIRE SPRINKLER HAZARD CLASS:LIGHT HAZARD - .10 GFM/SF OVER BASE AREA OF 1,500 SF.MAXIMUM HEAD COVERAGE AREA OF 225 SF. HOSE DEMAND OF 100 GPM. ALL AREAS ARE LIGHT HAZARD UNLESS OTHERWISE NOTED.ORDINARY HAZARD GROUP - 1 - .15GFM/SF OVER BASE AREA OF 1,500 SF. MAXIMUM HEAD COVERAGE OF 130SF. HOSE DEMAND OF 250GFM.LH OH-1 0 4' 8' 16 ' No. Date Description A D D I T I O N A L W O R K I N C L U D E D S C O P E O F W O R K DEFINITIONS AND SCOPEDEFINITIONS W O R K N O T I N C L U D E D SCOPE AND CONDITIONS U P G H I J 678 9 UP C D E 678 9 Corridor102 StairSTR 3 Kitchen105 C D H C H CAIR OUT AIR OUTCDAIR IN D C H 1842 HCHCCD G G H C CD CC Jan.106 Holding105D C D CHDHC U P G H I J 678 9 UP C D E 678 9 C D H C H CAIR OUT AIR OUTCDAIR IN D C H 1842 HCHCCD G G H C CD CC C D CHDHC P L U M B I N G C O N N E C T I O N S C H E D U L E P - 3 1 - 1 / 2 " D I R E C T W A S T E , S T U B O U T O F W A L L A T 1 ' - 6 " A F F , E X T E N D A N D C O N N E C T T O W A L L M O U N T H A N D S I N K ( I T E M # 3 ) P - 3 b 1 / 2 " H O T W A T E R , S T U B O U T O F W A L L A T 1 ' - 4 " A F F , E X T E N D A N D C O N N E C T T O F A U C E T F O R W A L L M O U N T H A N D S I N K ( I T E M # 3 ) ( 3 L O C A T I O N S ) ( 3 L O C A T I O N S ) P - 3 c 1 / 2 " C O L D W A T E R , S T U B O U T O F W A L L A T 1 ' - 4 " A F F , E X T E N D A N D C O N N E C T T O F A U C E T F O R W A L L M O U N T H A N D S I N K ( I T E M # 3 ) ( 3 L O C A T I O N S ) P - 6 F L O O R S I N K , 1 - 1 / 2 " I N D I R E C T W A S T E F R O M V E N T L E S S D I S H M A C H I N E ( I T E M # 6 ) P - 6 b 1 / 2 " H O T W A T E R , S T U B O U T O F W A L L A T 5 ' - 6 " A F F , E X T E N D A N D C O N N E C T T O V E N T L E S S D I S H M A C H I N E ( I T E M # 6 ) ( I N C O M I N G W A T E R T O B E 1 1 0 ° F M I N I M U M ) P - 6 c 1 / 2 " C O L D W A T E R , S T U B O U T O F W A L L A T 5 ' - 6 " A F F , E X T E N D A N D C O N N E C T T O V E N T L E S S D I S H M A C H I N E ( I T E M # 6 ) ( I N C O M I N G W A T E R T O B E 9 0 ° F M A X I M U M ) P - 7 1 / 2 " H O T W A T E R , S T U B O U T O F W A L L A T 1 ' - 4 " A F F , E X T E N D A N D C O N N E C T T O S P R A Y R I N S E F O R " L " S H A P E D S O I L E D D I S H T A B L E ( I T E M # 7 ) P - 7 b 3 / 4 " C O L D W A T E R , S T U B O U T O F W A L L A T 1 ' - 4 " A F F , E X T E N D A N D C O N N E C T T O S P R A Y R I N S E F O R " L " S H A P E D S O I L E D D I S H T A B L E ( I T E M # 7 ) ( P . C . T O I N T E R - P L U M B T O V A C U U M B R E A K E R A N D S O L E N O I D F O R D I S P O S E R w / C O N T R O L S ) P - 8 1 - 1 / 2 " D I R E C T W A S T E , S T U B O U T O F W A L L A T 1 ' - 0 " A F F , E X T E N D A N D C O N N E C T T O D I S P O S E R w / C O N T R O L S ( I T E M # 8 ) ( 2 L O C A T I O N S ) P - 1 0 1 - 1 / 2 " D I R E C T W A S T E , S T U B O U T O F W A L L A T 1 ' - 0 " A F F , E X T E N D A N D C O N N E C T T O T H R E E C O M P A R T M E N T S I N K ( I T E M # 1 0 ) P - 1 0 b 1 / 2 " H O T W A T E R , S T U B O U T O F W A L L A T 1 ' - 4 " A F F , E X T E N D A N D C O N N E C T T O F A U C E T F O R T H R E E C O M P A R T M E N T S I N K ( I T E M # 1 0 ) P - 1 0 c 1 / 2 " C O L D W A T E R , S T U B O U T O F W A L L A T 1 ' - 4 " A F F , E X T E N D A N D C O N N E C T T O F A U C E T F O R T H R E E C O M P A R T M E N T S I N K ( I T E M # 1 0 ) P - 1 1 F L O O R S I N K , 1 - 1 / 2 " I N D I R E C T W A S T E F R O M P R E P T A B L E w / S I N K S ( I T E M # 1 1 ) P - 1 1 b 1 / 2 " H O T W A T E R , S T U B O U T O F W A L L A T 1 ' - 4 " A F F , E X T E N D A N D A N D C O N N E C T T O F A U C E T F O R P R E P T A B L E w / S I N K S ( I T E M # 1 1 ) P - 1 1 c 3 / 4 " C O L D W A T E R , S T U B O U T O F W A L L A T 1 ' - 4 " A F F , E X T E N D A N D A N D C O N N E C T T O F A U C E T F O R P R E P T A B L E w / S I N K S ( I T E M # 1 1 ) ( P . C . T O I N T E R - P L U M B T O V A C U U M B R E A K E R A N D S O L E N O I D F O R D I S P O S E R w / C O N T R O L S ) P - 1 6 F L O O R S I N K , 1 - 1 / 2 " I N D I R E C T W A S T E F R O M C H E F ' S T A B L E w / S I N K ( I T E M # 1 6 ) P - 1 6 b 3 / 4 " H O T W A T E R , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O F A U C E T F O R C H E F ' S T A B L E w / S I N K ( I T E M # 1 6 ) P - 1 6 c 3 / 4 " C O L D W A T E R , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O F A U C E T F O R C H E F ' S T A B L E w / S I N K ( I T E M # 1 6 ) P - 1 7 3 / 4 " G A S I N L E T , 1 0 5 , 0 0 0 B T U N A T U R A L G A S , 6 " W . C . P R E S S U R E , E X T E N D A N D C O N N E C T T O D E E P F A T F R Y E R w / D U M P S T A T I O N ( I T E M # 1 7 ) ( S E E P - 1 0 0 N O T E ) P - 1 8 F L O O R S I N K , 2 " I N D I R E C T W A S T E F R O M C O M B I O V E N ( I T E M # 1 8 ) ( P . C . T O M A N I F O L D D R A I N w / V E N T ) ( P . C . T O C O N N E C T T O D R A I N T O H I G H T E M P P I P E ) P - 1 8 b 3 / 4 " C O L D W A T E R , S T U B O U T O F W A L L A T 4 ' - 0 " A F F , E X T E N D A N D C O N N E C T T O S T E A M G E N E R A T O R ( P . C . T O I N T E R - P L U M B W A T E R F I L T E R S Y S T E M P R O V I D E D B Y K . E . C . ) A N D C O N D E N S E R F O R C O M B I P - 1 9 3 / 4 " G A S I N L E T , 7 2 , 0 0 0 B T U N A T U R A L G A S , 7 " W . C . P R E S S U R E , E X T E N D A N D C O N N E C T T O S I N G L E D E C K C O N V E C T I O N O V E N ( I T E M # 1 9 ) ( S E E P - 1 0 0 N O T E ) P - 3 1 F L O O R D R A I N , 1 / 2 " I N D I R E C T W A S T E F R O M I C E M A C H I N E A N D 3 / 4 " I N D I R E C T W A S T E F R O M B I N ( I T E M # 3 1 ) P - 3 1 b 1 / 2 " C O L D W A T E R , S T U B O U T O F W A L L A T 6 ' - 6 " A F F , E X T E N D A N D C O N N E C T T O I C E M A C H I N E w / B I N ( I T E M # 3 1 ) ( P . C . T O I N T E R - P L U M B W A T E R F I L T E R S Y S T E M P R O V I D E D B Y K . E . C . ) P - 4 1 F L O O R S I N K , 1 " I N D I R E C T W A S T E F R O M D R O P - I N S O U P W E L L ( I T E M # 4 1 ) A N D 1 - 1 / 2 " I N D I R E C T W A S T E F R O M D R O P - I N C O L D W E L L ( I T E M # 6 0 ) P - 4 4 3 / 4 " G A S I N L E T , 9 0 , 0 0 0 B T U N A T U R A L G A S , 7 " W . C . P R E S S U R E , E X T E N D A N D C O N N E C T T O G R I D D L E , 3 6 " ( I T E M # 4 4 ) ( S E E P - 1 0 1 N O T E ) O V E N ( I T E M # 1 8 ) P - 4 6 3 / 4 " G A S I N L E T , 1 2 0 , 0 0 0 B T U N A T U R A L G A S , 7 " W . C . P R E S S U R E , E X T E N D A N D C O N N E C T T O C H A R B R O I L E R , 3 6 " ( I T E M # 4 6 ) ( S E E P - 1 0 1 N O T E ) P - 4 8 3 / 4 " G A S I N L E T , 2 4 3 , 0 0 0 B T U N A T U R A L G A S , 7 " W . C . P R E S S U R E , E X T E N D A N D C O N N E C T T O S I X B U R N E R R A N G E w / O V E N ( I T E M # 4 8 ) ( S E E P - 1 0 1 N O T E ) P - 3 0 F L O O R D R A I N , 3 / 4 " I N D I R E C T W A S T E F R O M D R O P - I N H O T / C O L D W E L L ( I T E M # 3 0 ) P - 2 7 F L O O R D R A I N , 3 / 4 " I N D I R E C T W A S T E F R O M H O T W A T E R D I S P E N S E R ( I T E M # 2 7 ) P - 2 7 b 1 / 2 " C O L D W A T E R , S T U B O U T O F W A L L A T 4 ' - 0 " A F F , E X T E N D A N D C O N N E C T T O H O T W A T E R D I S P E N S E R ( I T E M # 2 7 ) P - 5 4 1 / 2 " C O L D W A T E R , S T U B O U T O F W A L L A T 4 ' - 0 " A F F , E X T E N D A N D C O N N E C T T O C O F F E E B R E W E R ( I T E M # 5 4 ) ( B Y O T H E R S ) ( V E R I F Y w / V E N D O R P - 5 5 1 / 2 " C O L D W A T E R , S T U B O U T O F W A L L A T 4 ' - 0 " A F F , E X T E N D A N D C O N N E C T T O I C E D T E A B R E W E R ( I T E M # 5 5 ) ( B Y O T H E R S ) ( V E R I F Y w / V E N D O R P - 5 6 F L O O R S I N K , 3 / 4 " I N D I R E C T W A S T E F R O M S O D A D I S P E N S E R ( I T E M # 5 6 ) ( B Y O T H E R S ) ( V E R I F Y w / V E N D O R ) A N D 3 / 4 " I N D I R E C T W A S T E F R O M I C E M A C H I N E ( I T E M # 5 6 ) P - 5 6 b 1 / 2 " C O L D W A T E R , S T U B O U T O F W A L L A T 6 ' - 0 " A F F , E X T E N D A N D ( C O N N E C T T O I C E M A C H I N E ( I T E M # 5 6 ) P - 6 4 1 - 1 / 2 " D I R E C T W A S T E , S T U B O U T O F W A L L A T 1 ' - 6 " A F F , E X T E N D A N D C O N N E C T T O D R O P - I N H A N D S I N K ( I T E M # 6 4 ) ( B Y O T H E R S ) ( V E R I F Y w / V E N D O R ) P - 6 4 b 1 / 2 " H O T W A T E R , S T U B O U T O F W A L L A T 1 ' - 4 " A F F , E X T E N D A N D C O N N E C T T O F A U C E T F O R D R O P - I N H A N D S I N K ( I T E M # 6 4 ) ( B Y O T H E R S ) ( V E R I F Y w / V E N D O R ) P - 1 0 0 P . C . T O P R O V I D E 1 7 7 , 0 0 0 B T U N A T U R A L G A S , D R O P F R O M A B O V E T O 1 ' - 6 " A F F , O U T S I D E O F E X H A U S T H O O D ( I T E M # 2 1 ) E X T E N D A N D C O N N E C T T O T H E F O L L O W I N G : D E E P F A T F R Y E R w / D U M P S T A T I O N ( I T E M # 1 7 ) A N D S I N G L E D E C K C O N V E C T I O N O V E N ( I T E M # 1 9 ) ( P . C . T O I N S T A L L G A S V A L V E F O R F I R E S U P P R E S S I O N S Y S T E M ) ( K . E . C . T O P R O V I D E Q U I C K D I S C O N N E C T G A S H O S E S ) P - 1 0 1 P . C . T O P R O V I D E 4 5 3 , 0 0 0 B T U N A T U R A L G A S , D R O P F R O M A B O V E T O 1 ' - 6 " A F F , O U T S I D E O F E X H A U S T H O O D ( I T E M # 5 1 ) E X T E N D A N D C O N N E C T T O T H E F O L L O W I N G : G R I D D L E , 3 6 " ( I T E M # 4 4 ) , C H A R B R O I L E R ( I T E M # 4 6 ) A N D S I X B U R N E R R A N G E w / O V E N ( I T E M # 4 8 ) ( P . C . T O I N S T A L L G A S V A L V E F O R F I R E S U P P R E S S I O N S Y S T E M ) ( K . E . C . T O P R O V I D E Q U I C K D I S C O N N E C T G A S H O S E S ) P - 1 0 2 1 " G A S I N L E T , 1 , 9 0 6 , 0 0 0 B T U N A T U R A L G A S , 7 " T O 1 4 " W . C . P R E S S U R E , E X T E N D A N D C O N N E C T T O H E A T E D M A K E - U P A I R U N I T F O R E X H A U S T H O O D S ( I T E M # 2 1 & # 5 1 ) ( N O T S H O W N ) ( V E R I F Y L O C A T I O N w / A R C H I T E C T ) 3 ' - 4 " 1 ' - 1 " 8 " 6 " 1'-3"7'-11"8"1'-10"5'-4"4"8"4'-9"5"4"1'-5"8"4"4" 5'-6"3'-4"10"2'-5"2'-6" 1 ' - 8 " 7 ' - 4 " 1'-2"4"4"8'-2"5"4"4"1'-7"1'-7"11" 1 0 " 4 " 4 " 5 ' - 2 " 6 " 1'3'-6"4"4"9"10"3'-11"3'-4"10'17' - 1 1 " 18'-2"3'-3"1'-3"1'-6"1'-7"2'-5" U P G H I J 678 9 UP C D E 678 9 C D H C H CAIR OUT AIR OUTCDAIR IN D C H 1842 HCHCCD G G H C CD CC C D CHDHC E L E C T R I C A L C O N N E C T I O N S C H E D U L E E - 6 2 0 8 / 2 4 0 - V , 3 - P H , 4 5 . 4 A M P , E L E C T R I C A L S E R V I C E I N W A L L A T 5 ' - 6 " A F F , E X T E N D A N D C O N N E C T T O V E N T L E S S D I S H M A C H I N E ( I T E M # 6 ) E - 5 5 1 2 0 - V , 1 - P H , 1 4 . 8 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 4 ' - 0 " A F F , F O R S E R V I C E T O I C E T E A L B R E W E R ( I T E M # 5 5 ) ( B Y O T H E R S ) ( V E R I F Y w / V E N D O R ) E - 8 2 0 8 - V , 3 - P H , 2 . 2 A M P , E L E C T R I C A L S E R V I C E I N W A L L A T 1 ' - 6 " A F F , E X T E N D A N D C O N N E C T T O D I S P O S E R w / C O N T R O L S ( I T E M # 8 ) ( 2 L O C A T I O N S ) E - 1 3 1 2 0 - V , 1 - P H , 5 . 8 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 7 ' - 6 " A F F , F O R S E R V I C E T O T W O D O O R R E A C H - I N R E F R I G E R A T O R ( I T E M # 1 3 ) ( N E M A 5 - 1 5 P ) ( 2 L O C A T I O N S ) E - 1 4 1 2 0 - V , 1 - P H , 1 3 . 0 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D R E C E P T A C L E O N C H E F ' S T A B L E ( I T E M # 1 6 ) , F O R S E R V I C E T O M I C R O W A V E ( I T E M # 1 4 ) ( N E M A 5 - 1 5 P ) E - 1 5 1 2 0 - V , 1 - P H , 6 . 1 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D R E C E P T A C L E O N C H E F ' S T A B L E ( I T E M # 1 6 ) , F O R S E R V I C E T O U N D E R C O U N T E R F R E E Z E R ( I T E M # 1 5 ) ( N E M A 5 - 1 5 P ) E - 1 7 1 2 0 - V , 1 - P H , 6 . 3 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 4 ' - 0 " A F F , F O R S E R V I C E T O H E A T L A M P F O R D E E P F A T F R Y E R w / D U M P S T A T I O N ( I T E M # 1 7 ) ( N E M A 5 - 1 5 P ) E - 1 8 2 0 8 - V , 3 - P H , 3 0 . 8 A M P , E L E C T R I C A L S E R V I C E I N W A L L A T 4 ' - 0 " A F F , E X T E N D A N D C O N N E C T T O C O M B I O V E N ( I T E M # 1 8 ) E - 1 9 1 2 0 - V , 1 - P H , 7 . 9 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 4 ' - 0 " A F F , F O R S E R V I C E T O S I N G L E D E C K C O N V E C T I O N O V E N ( I T E M # 1 8 ) ( N E M A 5 - 1 5 P ) E - 2 1 1 2 0 - V , 1 - P H , 3 . 0 A M P , E L E C T R I C A L S E R V I C E , D R O P F R O M A B O V E , E X T E N D A N D C O N N E C T T O L I G H T S F O R E X H A U S T H O O D ( I T E M # 2 1 ) ( S E E E X H A U S T S Y S T E M N O T E S F O R A L L A D D I T I O N A L E L E C T R I C A L C O N N E C T I O N S ) E - 2 3 1 2 0 - V , 1 - P H , 7 . 0 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 4 ' - 0 " A F F , F O R S E R V I C E T O S L I C E R ( I T E M # 2 3 ) ( N E M A 5 - 1 5 P ) E - 2 5 1 2 0 - V , 1 - P H , 1 6 . 0 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 1 ' - 6 " A F F , F O R S E R V I C E T O 3 0 Q T M I X E R ( I T E M # 2 5 ) ( N E M A 5 - 2 0 P ) E - 2 7 2 0 8 - V , 1 - P H , 2 4 . 0 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 4 ' - 0 " A F F , F O R S E R V I C E T O H O T W A T E R D I S P E N S E R ( I T E M # 2 7 ) ( N E M A 6 - 3 0 P ) E - 2 8 1 2 0 - V , 1 - P H , 1 6 . 0 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 1 ' - 6 " A F F , F O R S E R V I C E T O H E A T E D H O L D I N G C A B I N E T ( I T E M # 2 8 ) ( N E M A 5 - 2 0 P ) E - 3 1 1 2 0 - V , 1 - P H , 1 2 . 8 A M P , E L E C T R I C A L S E R V I C E I N W A L L A T 6 ' - 6 " A F F , E X T E N D A N D C O N N E C T T O I C E M A C H I N E w / B I N ( I T E M # 3 1 ) E - 3 0 1 2 0 / 2 0 8 - V , 1 - P H , 1 4 . 5 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O D R O P - I N H O T / C O L D W E L L ( I T E M # 3 0 ) E - 3 4 2 0 8 - V , 1 - P H , 7 . 2 1 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D R E C E P T A C L E O N M I L L W O R K C O U N T E R ( I T E M # 3 3 ) , F O R S E R V I C E T O P O P - U P T O A S T E R ( I T E M # 3 4 ) ( N E M A 6 - 1 5 P ) E - 3 5 1 2 0 - V , 1 - P H , 1 6 . 0 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D R E C E P T A C L E O N M I L L W O R K C O U N T E R ( I T E M # 3 3 ) , F O R S E R V I C E T O N O N R E F R I G E R A T E D / R E F R I G E R A T E D D I S P L A Y C A S E ( I T E M # 3 5 ) ( N E M A 5 - 2 0 P ) E - 3 5 b 1 2 0 - V , 1 - P H , 1 . 5 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D R E C E P T A C L E O N M I L L W O R K C O U N T E R ( I T E M # 3 3 ) , F O R S E R V I C E T O N O N R E F R I G E R A T E D / R E F R I G E R A T E D D I S P L A Y C A S E ( I T E M # 3 5 ) ( N E M A 5 - 1 5 P ) E - 3 6 2 2 0 - V , 1 - P H , 6 0 . 0 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D R E C E P T A C L E O N M I L L W O R K C O U N T E R ( I T E M # 3 3 ) , F O R S E R V I C E T O P O W E R P A C K F O R D R O P - I N I N D U C T I O N R A N G E ( I T E M # 3 6 ) ( N E M A 1 4 - 5 0 P ) E - 3 7 1 2 0 - V , 1 - P H , 8 . 6 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D R E C E P T A C L E O N M I L L W O R K C O U N T E R ( I T E M # 3 3 ) , F O R S E R V I C E T O R E F R I G E R A T E D P R E P T A B L E ( I T E M # 3 7 ) ( N E M A 5 - 1 5 P ) ( E X I S T I N G ) ( V E R I F Y w / O W N E R ) E - 3 8 1 2 0 - V , 1 - P H , 8 . 8 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D R E C E P T A C L E O N M I L L W O R K C O U N T E R ( I T E M # 3 3 ) , F O R S E R V I C E T O D R O P - I N H E A T E D S H E L F ( I T E M # 3 8 ) ( N E M A 5 - 1 5 P ) E - 3 9 1 2 0 - V , 1 - P H , 5 . 0 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D R E C E P T A C L E O N M I L L W O R K C O U N T E R ( I T E M # 3 3 ) , F O R S E R V I C E T O R E F R I G E R A T E D P R E P T A B L E ( I T E M # 3 9 ) ( N E M A 5 - 1 5 P ) E - 4 0 1 2 0 - V , 1 - P H , 1 6 . 0 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D R E C E P T A C L E O N M I L L W O R K C O U N T E R ( I T E M # 3 3 ) , F O R S E R V I C E T O P . O . S ( I T E M # 4 0 ) ( B Y O T H E R S ) ( V E R I F Y w / V E N D O R ) E - 4 1 1 2 0 - V , 1 - P H , 4 . 2 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O D R O P - I N S O U P W E L L ( I T E M # 4 1 ) ( 2 L O C A T I O N S ) E - 4 2 1 2 0 - V , 1 - P H , 6 . 7 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O S N E E Z E G U A R D w / H E A T L A M P ( I T E M # 4 2 ) E - 4 7 1 2 0 - V , 1 - P H , 4 . 5 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 2 ' - 0 " A F F , F O R S E R V I C E T O R E F R I G E R A T E D E Q U I P M E N T S T A N D , 8 4 " ( I T E M # 4 7 ) ( N E M A 5 - 1 5 P ) E - 4 9 2 0 8 / 2 4 0 - V , 1 - P H , 3 0 . 0 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 3 ' - 0 " A F F , F O R S E R V I C E T O M I C R O W A V E / C O N V E C T I O N O V E N ( I T E M # 4 9 ) ( N E M A 6 - 3 0 P ) E - 5 0 1 2 0 - V , 1 - P H , 4 . 0 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 2 ' - 0 " A F F , F O R S E R V I C E T O W O R K T O P R E F R I G E R A T O R , 2 7 " ( I T E M # 5 0 ) ( N E M A 5 - 1 5 P ) E - 5 1 1 2 0 - V , 1 - P H , 4 . 0 A M P , E L E C T R I C A L S E R V I C E , D R O P F R O M A B O V E , E X T E N D A N D C O N N E C T T O L I G H T S F O R E X H A U S T H O O D ( I T E M # 5 1 ) ( S E E E X H A U S T S Y S T E M N O T E S F O R A L L A D D I T I O N A L E L E C T R I C A L C O N N E C T I O N S ) E - 5 3 1 2 0 - V , 1 - P H , 5 . 0 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 4 ' - 0 " A F F , F O R S E R V I C E T O S O D A D I S P E N S E R ( I T E M # 5 3 ) ( N E M A 5 - 1 5 P ) ( B Y O T H E R S ) ( V E R I F Y w / V E N D O R ) E - 5 4 1 2 0 / 2 0 8 - V , 1 - P H , 2 8 . 8 A M P , E L E C T R I C A L S E R V I C E I N W A L L A T 4 ' - 0 " A F F , E X T E N D A N D C O N N E C T T O C O F F E E B R E W E R ( I T E M # 5 4 ) ( B Y O T H E R S ) ( V E R I F Y w / V E N D O R ) E - 5 6 1 2 0 - V , 1 - P H , 1 2 . 7 A M P , E L E C T R I C A L S E R V I C E I N W A L L A T 4 ' - 0 " A F F , E X T E N D A N D C O N N E C T T O I C E M A C H I N E ( I T E M # 5 6 ) E - 6 0 1 2 0 - V , 1 - P H , 7 . 0 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D O U T L E T O N M I L L W O R K C O U N T E R ( I T E M # 3 3 ) , F O R S E R V I C E T O D R O P - I N C O L D W E L L ( I T E M # 6 0 ) ( N E M A 5 - 1 5 P ) E - 1 0 0 1 2 0 - V , 1 - P H , 1 6 . 0 A M P , E L E C T R I C A L C O N V E N I E N C E O U T L E T I N W A L L A T 4 ' - 0 " A F F ( 6 L O C A T I O N S ) E - 1 0 1 P U L L S T A T I O N F O R S U P P R E S S I O N F O R E X H A U S T H O O D ( I T E M # 2 1 ) E . C . T O M O U N T 4 " X 4 " O C T A G O N A L B O X A T 4 ' - 0 " A F F , E . C . T O R U N 1 / 2 " C O N D U I T I N W A L L A N D E X T E N D 6 " A B O V E F I N I S H E D C E I L I N G F O R P U L L S T A T I O N A S D I R E C T E D B Y K . E . C . E . C . T O I N T E R - W I R E P U L L S T A T I O N w / S H U N T T R I P B R E A K E R F O R S U P P R E S S I O N S Y S T E M A T T H E F O L L O W I N G : D E E P F A T F R Y E R w / D U M P S T A T I O N ( I T E M # 1 7 ) , C O M B I O V E N ( I T E M # 1 8 ) A N D S I N G L E D E C K C O N V E C T I O N O V E N ( I T E M # 1 9 ) E - 1 0 2 P U L L S T A T I O N F O R S U P P R E S S I O N F O R E X H A U S T H O O D ( I T E M # 2 1 ) E . C . T O M O U N T 4 " X 4 " O C T A G O N A L B O X A T 4 ' - 0 " A F F , E . C . T O R U N 1 / 2 " C O N D U I T I N W A L L A N D E X T E N D 6 " A B O V E F I N I S H E D C E I L I N G F O R P U L L S T A T I O N A S D I R E C T E D B Y K . E . C . E . C . T O I N T E R - W I R E P U L L S T A T I O N w / S H U N T T R I P B R E A K E R F O R S U P P R E S S I O N S Y S T E M A T T H E F O L L O W I N G : R E F R I G E R A T E D E Q U I P M E N T S T A N D , 8 4 " ( I T E M # 4 7 ) , M I C R O W A V E / C O N V E C T I O N O V E N ( I T E M # 4 9 ) A N D W O R K T O P R E F R I G E R A T O R , 2 7 " ( I T E M # 5 0 ) 2 ' - 4 " 5 ' - 5 " 6'2'-11" 1'-8"2'9"5'-4"2'-10" 1'-2" 5 ' - 2 " 1 0 ' - 2 " 2"7'-8"1'-2" 1 ' - 6 " 2 ' 1 ' - 5 " 3 ' - 1 " 11"4'-3"3'-6"2'-10"6" 3 ' - 4 " 4 ' 1 1 " 7'-6"1'-2"1'-8"4'-9"5'-11"2'-7"2'-4" 5 ' - 4 " 3 ' - 2 " 3'-3"4'6'-8"4'-11"5'-9"1'-2"1'-10"2'-1"8"3'-4"1'-3" B 2 3 4 5 C a t e r i n g S t a g i n g 2 1 8 B r e a k - o u t A r e a 2 1 9 A . 4 S t o r a g e R o o m 0 0 9 G H 6 7 8 9 W . R . R . 0 0 8 B 2 3 4 5 A . 4 G H 6 7 8 9 A D D I T I O N A L W O R K I N C L U D E D S C O P E O F W O R K DEFINITIONS AND SCOPEDEFINITIONS W O R K N O T I N C L U D E D SCOPE AND CONDITIONS U P G H I J 678 9 UP C D E 678 9 Corridor102 StairSTR 3 Kitchen105 C D H C H CAIR OUT AIR OUTCDAIR IN D C H 1842 HCHCCD G G H C CD CC Jan.106 Holding105D C D CHDHC U P G H I J 678 9 UP C D E 678 9 C D H C H CAIR OUT AIR OUTCDAIR IN D C H 1842 HCHCCD G G H C CD CC C D CHDHC P L U M B I N G C O N N E C T I O N S C H E D U L E P - 3 1 - 1 / 2 " D I R E C T W A S T E , S T U B O U T O F W A L L A T 1 ' - 6 " A F F , E X T E N D A N D C O N N E C T T O W A L L M O U N T H A N D S I N K ( I T E M # 3 ) P - 3 b 1 / 2 " H O T W A T E R , S T U B O U T O F W A L L A T 1 ' - 4 " A F F , E X T E N D A N D C O N N E C T T O F A U C E T F O R W A L L M O U N T H A N D S I N K ( I T E M # 3 ) ( 3 L O C A T I O N S ) ( 3 L O C A T I O N S ) P - 3 c 1 / 2 " C O L D W A T E R , S T U B O U T O F W A L L A T 1 ' - 4 " A F F , E X T E N D A N D C O N N E C T T O F A U C E T F O R W A L L M O U N T H A N D S I N K ( I T E M # 3 ) ( 3 L O C A T I O N S ) P - 6 F L O O R S I N K , 1 - 1 / 2 " I N D I R E C T W A S T E F R O M V E N T L E S S D I S H M A C H I N E ( I T E M # 6 ) P - 6 b 1 / 2 " H O T W A T E R , S T U B O U T O F W A L L A T 5 ' - 6 " A F F , E X T E N D A N D C O N N E C T T O V E N T L E S S D I S H M A C H I N E ( I T E M # 6 ) ( I N C O M I N G W A T E R T O B E 1 1 0 ° F M I N I M U M ) P - 6 c 1 / 2 " C O L D W A T E R , S T U B O U T O F W A L L A T 5 ' - 6 " A F F , E X T E N D A N D C O N N E C T T O V E N T L E S S D I S H M A C H I N E ( I T E M # 6 ) ( I N C O M I N G W A T E R T O B E 9 0 ° F M A X I M U M ) P - 7 1 / 2 " H O T W A T E R , S T U B O U T O F W A L L A T 1 ' - 4 " A F F , E X T E N D A N D C O N N E C T T O S P R A Y R I N S E F O R " L " S H A P E D S O I L E D D I S H T A B L E ( I T E M # 7 ) P - 7 b 3 / 4 " C O L D W A T E R , S T U B O U T O F W A L L A T 1 ' - 4 " A F F , E X T E N D A N D C O N N E C T T O S P R A Y R I N S E F O R " L " S H A P E D S O I L E D D I S H T A B L E ( I T E M # 7 ) ( P . C . T O I N T E R - P L U M B T O V A C U U M B R E A K E R A N D S O L E N O I D F O R D I S P O S E R w / C O N T R O L S ) P - 8 1 - 1 / 2 " D I R E C T W A S T E , S T U B O U T O F W A L L A T 1 ' - 0 " A F F , E X T E N D A N D C O N N E C T T O D I S P O S E R w / C O N T R O L S ( I T E M # 8 ) ( 2 L O C A T I O N S ) P - 1 0 1 - 1 / 2 " D I R E C T W A S T E , S T U B O U T O F W A L L A T 1 ' - 0 " A F F , E X T E N D A N D C O N N E C T T O T H R E E C O M P A R T M E N T S I N K ( I T E M # 1 0 ) P - 1 0 b 1 / 2 " H O T W A T E R , S T U B O U T O F W A L L A T 1 ' - 4 " A F F , E X T E N D A N D C O N N E C T T O F A U C E T F O R T H R E E C O M P A R T M E N T S I N K ( I T E M # 1 0 ) P - 1 0 c 1 / 2 " C O L D W A T E R , S T U B O U T O F W A L L A T 1 ' - 4 " A F F , E X T E N D A N D C O N N E C T T O F A U C E T F O R T H R E E C O M P A R T M E N T S I N K ( I T E M # 1 0 ) P - 1 1 F L O O R S I N K , 1 - 1 / 2 " I N D I R E C T W A S T E F R O M P R E P T A B L E w / S I N K S ( I T E M # 1 1 ) P - 1 1 b 1 / 2 " H O T W A T E R , S T U B O U T O F W A L L A T 1 ' - 4 " A F F , E X T E N D A N D A N D C O N N E C T T O F A U C E T F O R P R E P T A B L E w / S I N K S ( I T E M # 1 1 ) P - 1 1 c 3 / 4 " C O L D W A T E R , S T U B O U T O F W A L L A T 1 ' - 4 " A F F , E X T E N D A N D A N D C O N N E C T T O F A U C E T F O R P R E P T A B L E w / S I N K S ( I T E M # 1 1 ) ( P . C . T O I N T E R - P L U M B T O V A C U U M B R E A K E R A N D S O L E N O I D F O R D I S P O S E R w / C O N T R O L S ) P - 1 6 F L O O R S I N K , 1 - 1 / 2 " I N D I R E C T W A S T E F R O M C H E F ' S T A B L E w / S I N K ( I T E M # 1 6 ) P - 1 6 b 3 / 4 " H O T W A T E R , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O F A U C E T F O R C H E F ' S T A B L E w / S I N K ( I T E M # 1 6 ) P - 1 6 c 3 / 4 " C O L D W A T E R , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O F A U C E T F O R C H E F ' S T A B L E w / S I N K ( I T E M # 1 6 ) P - 1 7 3 / 4 " G A S I N L E T , 1 0 5 , 0 0 0 B T U N A T U R A L G A S , 6 " W . C . P R E S S U R E , E X T E N D A N D C O N N E C T T O D E E P F A T F R Y E R w / D U M P S T A T I O N ( I T E M # 1 7 ) ( S E E P - 1 0 0 N O T E ) P - 1 8 F L O O R S I N K , 2 " I N D I R E C T W A S T E F R O M C O M B I O V E N ( I T E M # 1 8 ) ( P . C . T O M A N I F O L D D R A I N w / V E N T ) ( P . C . T O C O N N E C T T O D R A I N T O H I G H T E M P P I P E ) P - 1 8 b 3 / 4 " C O L D W A T E R , S T U B O U T O F W A L L A T 4 ' - 0 " A F F , E X T E N D A N D C O N N E C T T O S T E A M G E N E R A T O R ( P . C . T O I N T E R - P L U M B W A T E R F I L T E R S Y S T E M P R O V I D E D B Y K . E . C . ) A N D C O N D E N S E R F O R C O M B I P - 1 9 3 / 4 " G A S I N L E T , 7 2 , 0 0 0 B T U N A T U R A L G A S , 7 " W . C . P R E S S U R E , E X T E N D A N D C O N N E C T T O S I N G L E D E C K C O N V E C T I O N O V E N ( I T E M # 1 9 ) ( S E E P - 1 0 0 N O T E ) P - 3 1 F L O O R D R A I N , 1 / 2 " I N D I R E C T W A S T E F R O M I C E M A C H I N E A N D 3 / 4 " I N D I R E C T W A S T E F R O M B I N ( I T E M # 3 1 ) P - 3 1 b 1 / 2 " C O L D W A T E R , S T U B O U T O F W A L L A T 6 ' - 6 " A F F , E X T E N D A N D C O N N E C T T O I C E M A C H I N E w / B I N ( I T E M # 3 1 ) ( P . C . T O I N T E R - P L U M B W A T E R F I L T E R S Y S T E M P R O V I D E D B Y K . E . C . ) P - 4 1 F L O O R S I N K , 1 " I N D I R E C T W A S T E F R O M D R O P - I N S O U P W E L L ( I T E M # 4 1 ) A N D 1 - 1 / 2 " I N D I R E C T W A S T E F R O M D R O P - I N C O L D W E L L ( I T E M # 6 0 ) P - 4 4 3 / 4 " G A S I N L E T , 9 0 , 0 0 0 B T U N A T U R A L G A S , 7 " W . C . P R E S S U R E , E X T E N D A N D C O N N E C T T O G R I D D L E , 3 6 " ( I T E M # 4 4 ) ( S E E P - 1 0 1 N O T E ) O V E N ( I T E M # 1 8 ) P - 4 6 3 / 4 " G A S I N L E T , 1 2 0 , 0 0 0 B T U N A T U R A L G A S , 7 " W . C . P R E S S U R E , E X T E N D A N D C O N N E C T T O C H A R B R O I L E R , 3 6 " ( I T E M # 4 6 ) ( S E E P - 1 0 1 N O T E ) P - 4 8 3 / 4 " G A S I N L E T , 2 4 3 , 0 0 0 B T U N A T U R A L G A S , 7 " W . C . P R E S S U R E , E X T E N D A N D C O N N E C T T O S I X B U R N E R R A N G E w / O V E N ( I T E M # 4 8 ) ( S E E P - 1 0 1 N O T E ) P - 3 0 F L O O R D R A I N , 3 / 4 " I N D I R E C T W A S T E F R O M D R O P - I N H O T / C O L D W E L L ( I T E M # 3 0 ) P - 2 7 F L O O R D R A I N , 3 / 4 " I N D I R E C T W A S T E F R O M H O T W A T E R D I S P E N S E R ( I T E M # 2 7 ) P - 2 7 b 1 / 2 " C O L D W A T E R , S T U B O U T O F W A L L A T 4 ' - 0 " A F F , E X T E N D A N D C O N N E C T T O H O T W A T E R D I S P E N S E R ( I T E M # 2 7 ) P - 5 4 1 / 2 " C O L D W A T E R , S T U B O U T O F W A L L A T 4 ' - 0 " A F F , E X T E N D A N D C O N N E C T T O C O F F E E B R E W E R ( I T E M # 5 4 ) ( B Y O T H E R S ) ( V E R I F Y w / V E N D O R P - 5 5 1 / 2 " C O L D W A T E R , S T U B O U T O F W A L L A T 4 ' - 0 " A F F , E X T E N D A N D C O N N E C T T O I C E D T E A B R E W E R ( I T E M # 5 5 ) ( B Y O T H E R S ) ( V E R I F Y w / V E N D O R P - 5 6 F L O O R S I N K , 3 / 4 " I N D I R E C T W A S T E F R O M S O D A D I S P E N S E R ( I T E M # 5 6 ) ( B Y O T H E R S ) ( V E R I F Y w / V E N D O R ) A N D 3 / 4 " I N D I R E C T W A S T E F R O M I C E M A C H I N E ( I T E M # 5 6 ) P - 5 6 b 1 / 2 " C O L D W A T E R , S T U B O U T O F W A L L A T 6 ' - 0 " A F F , E X T E N D A N D ( C O N N E C T T O I C E M A C H I N E ( I T E M # 5 6 ) P - 6 4 1 - 1 / 2 " D I R E C T W A S T E , S T U B O U T O F W A L L A T 1 ' - 6 " A F F , E X T E N D A N D C O N N E C T T O D R O P - I N H A N D S I N K ( I T E M # 6 4 ) ( B Y O T H E R S ) ( V E R I F Y w / V E N D O R ) P - 6 4 b 1 / 2 " H O T W A T E R , S T U B O U T O F W A L L A T 1 ' - 4 " A F F , E X T E N D A N D C O N N E C T T O F A U C E T F O R D R O P - I N H A N D S I N K ( I T E M # 6 4 ) ( B Y O T H E R S ) ( V E R I F Y w / V E N D O R ) P - 1 0 0 P . C . T O P R O V I D E 1 7 7 , 0 0 0 B T U N A T U R A L G A S , D R O P F R O M A B O V E T O 1 ' - 6 " A F F , O U T S I D E O F E X H A U S T H O O D ( I T E M # 2 1 ) E X T E N D A N D C O N N E C T T O T H E F O L L O W I N G : D E E P F A T F R Y E R w / D U M P S T A T I O N ( I T E M # 1 7 ) A N D S I N G L E D E C K C O N V E C T I O N O V E N ( I T E M # 1 9 ) ( P . C . T O I N S T A L L G A S V A L V E F O R F I R E S U P P R E S S I O N S Y S T E M ) ( K . E . C . T O P R O V I D E Q U I C K D I S C O N N E C T G A S H O S E S ) P - 1 0 1 P . C . T O P R O V I D E 4 5 3 , 0 0 0 B T U N A T U R A L G A S , D R O P F R O M A B O V E T O 1 ' - 6 " A F F , O U T S I D E O F E X H A U S T H O O D ( I T E M # 5 1 ) E X T E N D A N D C O N N E C T T O T H E F O L L O W I N G : G R I D D L E , 3 6 " ( I T E M # 4 4 ) , C H A R B R O I L E R ( I T E M # 4 6 ) A N D S I X B U R N E R R A N G E w / O V E N ( I T E M # 4 8 ) ( P . C . T O I N S T A L L G A S V A L V E F O R F I R E S U P P R E S S I O N S Y S T E M ) ( K . E . C . T O P R O V I D E Q U I C K D I S C O N N E C T G A S H O S E S ) P - 1 0 2 1 " G A S I N L E T , 1 , 9 0 6 , 0 0 0 B T U N A T U R A L G A S , 7 " T O 1 4 " W . C . P R E S S U R E , E X T E N D A N D C O N N E C T T O H E A T E D M A K E - U P A I R U N I T F O R E X H A U S T H O O D S ( I T E M # 2 1 & # 5 1 ) ( N O T S H O W N ) ( V E R I F Y L O C A T I O N w / A R C H I T E C T ) 3 ' - 4 " 1 ' - 1 " 8 " 6 " 1'-3"7'-11"8"1'-10"5'-4"4"8"4'-9"5"4"1'-5"8"4"4" 5'-6"3'-4"10"2'-5"2'-6" 1 ' - 8 " 7 ' - 4 " 1'-2"4"4"8'-2"5"4"4"1'-7"1'-7"11" 1 0 " 4 " 4 " 5 ' - 2 " 6 " 1'3'-6"4"4"9"10"3'-11"3'-4"10'17' - 1 1 " 18'-2"3'-3"1'-3"1'-6"1'-7"2'-5" U P G H I J 678 9 UP C D E 678 9 C D H C H CAIR OUT AIR OUTCDAIR IN D C H 1842 HCHCCD G G H C CD CC C D CHDHC E L E C T R I C A L C O N N E C T I O N S C H E D U L E E - 6 2 0 8 / 2 4 0 - V , 3 - P H , 4 5 . 4 A M P , E L E C T R I C A L S E R V I C E I N W A L L A T 5 ' - 6 " A F F , E X T E N D A N D C O N N E C T T O V E N T L E S S D I S H M A C H I N E ( I T E M # 6 ) E - 5 5 1 2 0 - V , 1 - P H , 1 4 . 8 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 4 ' - 0 " A F F , F O R S E R V I C E T O I C E D T E A B R E W E R ( I T E M # 5 5 ) ( N E M A 5 - 1 5 P ) ( B Y O T H E R S ) ( V E R I F Y w / V E N D O R ) E - 8 2 0 8 - V , 3 - P H , 2 . 2 A M P , E L E C T R I C A L S E R V I C E I N W A L L A T 1 ' - 6 " A F F , E X T E N D A N D C O N N E C T T O D I S P O S E R w / C O N T R O L S ( I T E M # 8 ) ( 2 L O C A T I O N S ) E - 1 3 1 2 0 - V , 1 - P H , 5 . 8 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 7 ' - 6 " A F F , F O R S E R V I C E T O T W O D O O R R E A C H - I N R E F R I G E R A T O R ( I T E M # 1 3 ) ( N E M A 5 - 1 5 P ) ( 2 L O C A T I O N S ) E - 1 4 1 2 0 - V , 1 - P H , 1 3 . 0 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D R E C E P T A C L E O N C H E F ' S T A B L E ( I T E M # 1 6 ) , F O R S E R V I C E T O M I C R O W A V E ( I T E M # 1 4 ) ( N E M A 5 - 1 5 P ) E - 1 5 1 2 0 - V , 1 - P H , 6 . 1 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D R E C E P T A C L E O N C H E F ' S T A B L E ( I T E M # 1 6 ) , F O R S E R V I C E T O U N D E R C O U N T E R F R E E Z E R ( I T E M # 1 5 ) ( N E M A 5 - 1 5 P ) E - 1 7 1 2 0 - V , 1 - P H , 6 . 3 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 4 ' - 0 " A F F , F O R S E R V I C E T O H E A T L A M P F O R D E E P F A T F R Y E R w / D U M P S T A T I O N ( I T E M # 1 7 ) ( N E M A 5 - 1 5 P ) E - 1 8 2 0 8 - V , 3 - P H , 3 0 . 8 A M P , E L E C T R I C A L S E R V I C E I N W A L L A T 4 ' - 0 " A F F , E X T E N D A N D C O N N E C T T O C O M B I O V E N ( I T E M # 1 8 ) E - 1 9 1 2 0 - V , 1 - P H , 7 . 9 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 4 ' - 0 " A F F , F O R S E R V I C E T O S I N G L E D E C K C O N V E C T I O N O V E N ( I T E M # 1 8 ) ( N E M A 5 - 1 5 P ) E - 2 1 1 2 0 - V , 1 - P H , 3 . 0 A M P , E L E C T R I C A L S E R V I C E , D R O P F R O M A B O V E , E X T E N D A N D C O N N E C T T O L I G H T S F O R E X H A U S T H O O D ( I T E M # 2 1 ) ( S E E E X H A U S T S Y S T E M N O T E S F O R A L L A D D I T I O N A L E L E C T R I C A L C O N N E C T I O N S ) E - 2 3 1 2 0 - V , 1 - P H , 7 . 0 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 4 ' - 0 " A F F , F O R S E R V I C E T O S L I C E R ( I T E M # 2 3 ) ( N E M A 5 - 1 5 P ) E - 2 5 1 2 0 - V , 1 - P H , 1 6 . 0 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 1 ' - 6 " A F F , F O R S E R V I C E T O 3 0 Q T M I X E R ( I T E M # 2 5 ) ( N E M A 5 - 2 0 P ) E - 2 7 2 0 8 - V , 1 - P H , 2 4 . 0 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 4 ' - 0 " A F F , F O R S E R V I C E T O H O T W A T E R D I S P E N S E R ( I T E M # 2 7 ) ( N E M A 6 - 3 0 P ) E - 2 8 1 2 0 - V , 1 - P H , 1 6 . 0 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 1 ' - 6 " A F F , F O R S E R V I C E T O H E A T E D H O L D I N G C A B I N E T ( I T E M # 2 8 ) ( N E M A 5 - 2 0 P ) E - 3 1 1 2 0 - V , 1 - P H , 1 2 . 8 A M P , E L E C T R I C A L S E R V I C E I N W A L L A T 6 ' - 6 " A F F , E X T E N D A N D C O N N E C T T O I C E M A C H I N E w / B I N ( I T E M # 3 1 ) E - 3 0 1 2 0 / 2 0 8 - V , 1 - P H , 1 4 . 5 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O D R O P - I N H O T / C O L D W E L L ( I T E M # 3 0 ) E - 3 4 2 0 8 - V , 1 - P H , 7 . 2 1 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D R E C E P T A C L E O N M I L L W O R K C O U N T E R ( I T E M # 3 3 ) , F O R S E R V I C E T O P O P - U P T O A S T E R ( I T E M # 3 4 ) ( N E M A 6 - 1 5 P ) E - 3 5 1 2 0 - V , 1 - P H , 1 6 . 0 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D R E C E P T A C L E O N M I L L W O R K C O U N T E R ( I T E M # 3 3 ) , F O R S E R V I C E T O N O N R E F R I G E R A T E D / R E F R I G E R A T E D D I S P L A Y C A S E ( I T E M # 3 5 ) ( N E M A 5 - 2 0 P ) E - 3 5 b 1 2 0 - V , 1 - P H , 1 . 5 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D R E C E P T A C L E O N M I L L W O R K C O U N T E R ( I T E M # 3 3 ) , F O R S E R V I C E T O N O N R E F R I G E R A T E D / R E F R I G E R A T E D D I S P L A Y C A S E ( I T E M # 3 5 ) ( N E M A 5 - 1 5 P ) E - 3 6 2 2 0 - V , 1 - P H , 6 0 . 0 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D R E C E P T A C L E O N M I L L W O R K C O U N T E R ( I T E M # 3 3 ) , F O R S E R V I C E T O P O W E R P A C K F O R D R O P - I N I N D U C T I O N R A N G E ( I T E M # 3 6 ) ( N E M A 1 4 - 5 0 P ) E - 3 7 1 2 0 - V , 1 - P H , 8 . 6 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D R E C E P T A C L E O N M I L L W O R K C O U N T E R ( I T E M # 3 3 ) , F O R S E R V I C E T O R E F R I G E R A T E D P R E P T A B L E ( I T E M # 3 7 ) ( N E M A 5 - 1 5 P ) ( E X I S T I N G ) ( V E R I F Y w / O W N E R ) E - 3 8 1 2 0 - V , 1 - P H , 8 . 8 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D R E C E P T A C L E O N M I L L W O R K C O U N T E R ( I T E M # 3 3 ) , F O R S E R V I C E T O D R O P - I N H E A T E D S H E L F ( I T E M # 3 8 ) ( N E M A 5 - 1 5 P ) E - 3 9 1 2 0 - V , 1 - P H , 5 . 0 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D R E C E P T A C L E O N M I L L W O R K C O U N T E R ( I T E M # 3 3 ) , F O R S E R V I C E T O R E F R I G E R A T E D P R E P T A B L E ( I T E M # 3 9 ) ( N E M A 5 - 1 5 P ) E - 4 0 1 2 0 - V , 1 - P H , 1 6 . 0 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D R E C E P T A C L E O N M I L L W O R K C O U N T E R ( I T E M # 3 3 ) , F O R S E R V I C E T O P . O . S ( I T E M # 4 0 ) ( B Y O T H E R S ) ( V E R I F Y w / V E N D O R ) E - 4 1 1 2 0 - V , 1 - P H , 4 . 2 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O D R O P - I N S O U P W E L L ( I T E M # 4 1 ) ( 2 L O C A T I O N S ) E - 4 2 1 2 0 - V , 1 - P H , 6 . 7 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O S N E E Z E G U A R D w / H E A T L A M P ( I T E M # 4 2 ) E - 4 7 1 2 0 - V , 1 - P H , 4 . 5 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 2 ' - 0 " A F F , F O R S E R V I C E T O R E F R I G E R A T E D E Q U I P M E N T S T A N D , 8 4 " ( I T E M # 4 7 ) ( N E M A 5 - 1 5 P ) E - 4 9 2 0 8 / 2 4 0 - V , 1 - P H , 3 0 . 0 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 3 ' - 0 " A F F , F O R S E R V I C E T O M I C R O W A V E / C O N V E C T I O N O V E N ( I T E M # 4 9 ) ( N E M A 6 - 3 0 P ) E - 5 0 1 2 0 - V , 1 - P H , 4 . 0 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 2 ' - 0 " A F F , F O R S E R V I C E T O W O R K T O P R E F R I G E R A T O R , 2 7 " ( I T E M # 5 0 ) ( N E M A 5 - 1 5 P ) E - 5 1 1 2 0 - V , 1 - P H , 4 . 0 A M P , E L E C T R I C A L S E R V I C E , D R O P F R O M A B O V E , E X T E N D A N D C O N N E C T T O L I G H T S F O R E X H A U S T H O O D ( I T E M # 5 1 ) ( S E E E X H A U S T S Y S T E M N O T E S F O R A L L A D D I T I O N A L E L E C T R I C A L C O N N E C T I O N S ) E - 5 3 1 2 0 - V , 1 - P H , 5 . 0 A M P , E L E C T R I C A L O U T L E T I N W A L L A T 4 ' - 0 " A F F , F O R S E R V I C E T O S O D A D I S P E N S E R ( I T E M # 5 3 ) ( N E M A 5 - 1 5 P ) ( B Y O T H E R S ) ( V E R I F Y w / V E N D O R ) E - 5 4 1 2 0 / 2 0 8 - V , 1 - P H , 2 8 . 8 A M P , E L E C T R I C A L S E R V I C E I N W A L L A T 4 ' - 0 " A F F , E X T E N D A N D C O N N E C T T O C O F F E E B R E W E R ( I T E M # 5 4 ) ( B Y O T H E R S ) ( V E R I F Y w / V E N D O R ) E - 5 6 1 2 0 - V , 1 - P H , 1 2 . 7 A M P , E L E C T R I C A L S E R V I C E I N W A L L A T 4 ' - 0 " A F F , E X T E N D A N D C O N N E C T T O I C E M A C H I N E ( I T E M # 5 6 ) E - 6 0 1 2 0 - V , 1 - P H , 7 . 0 A M P , E L E C T R I C A L S E R V I C E , S T U B U P T H R U F L O O R , E X T E N D A N D C O N N E C T T O S U R F A C E M O U N T E D O U T L E T O N M I L L W O R K C O U N T E R ( I T E M # 3 3 ) , F O R S E R V I C E T O D R O P - I N C O L D W E L L ( I T E M # 6 0 ) ( N E M A 5 - 1 5 P ) E - 1 0 0 1 2 0 - V , 1 - P H , 1 6 . 0 A M P , E L E C T R I C A L C O N V E N I E N C E O U T L E T I N W A L L A T 4 ' - 0 " A F F ( 6 L O C A T I O N S ) E - 1 0 1 P U L L S T A T I O N F O R S U P P R E S S I O N F O R E X H A U S T H O O D ( I T E M # 2 1 ) E . C . T O M O U N T 4 " X 4 " O C T A G O N A L B O X A T 4 ' - 0 " A F F , E . C . T O R U N 1 / 2 " C O N D U I T I N W A L L A N D E X T E N D 6 " A B O V E F I N I S H E D C E I L I N G F O R P U L L S T A T I O N A S D I R E C T E D B Y K . E . C . E . C . T O I N T E R - W I R E P U L L S T A T I O N w / S H U N T T R I P B R E A K E R F O R S U P P R E S S I O N S Y S T E M A T T H E F O L L O W I N G : D E E P F A T F R Y E R w / D U M P S T A T I O N ( I T E M # 1 7 ) , C O M B I O V E N ( I T E M # 1 8 ) A N D S I N G L E D E C K C O N V E C T I O N O V E N ( I T E M # 1 9 ) E - 1 0 2 P U L L S T A T I O N F O R S U P P R E S S I O N F O R E X H A U S T H O O D ( I T E M # 2 1 ) E . C . T O M O U N T 4 " X 4 " O C T A G O N A L B O X A T 4 ' - 0 " A F F , E . C . T O R U N 1 / 2 " C O N D U I T I N W A L L A N D E X T E N D 6 " A B O V E F I N I S H E D C E I L I N G F O R P U L L S T A T I O N A S D I R E C T E D B Y K . E . C . E . C . T O I N T E R - W I R E P U L L S T A T I O N w / S H U N T T R I P B R E A K E R F O R S U P P R E S S I O N S Y S T E M A T T H E F O L L O W I N G : R E F R I G E R A T E D E Q U I P M E N T S T A N D , 8 4 " ( I T E M # 4 7 ) , M I C R O W A V E / C O N V E C T I O N O V E N ( I T E M # 4 9 ) A N D W O R K T O P R E F R I G E R A T O R , 2 7 " ( I T E M # 5 0 ) 2 ' - 4 " 5 ' - 5 " 6'2'-11" 1'-8"2'9"5'-4"2'-10" 1'-2" 5 ' - 2 " 1 0 ' - 2 " 2"7'-8"1'-2" 1 ' - 6 " 2 ' 1 ' - 5 " 3 ' - 1 " 11"4'-3"3'-6"2'-10"6" 3 ' - 4 " 4 ' 1 1 " 7'-6"1'-2"1'-8"4'-9"5'-11"2'-7"2'-4" 5 ' - 4 " 3 ' - 2 " 3'-3"4'6'-8"4'-11"5'-9"1'-2"1'-10"2'-1"8"3'-4"1'-3" B 2 3 4 5 C a t e r i n g S t a g i n g 2 1 8 B r e a k - o u t A r e a 2 1 9 A . 4 S t o r a g e R o o m 0 0 9 G H 6 7 8 9 W . R . R . 0 0 8 B 2 3 4 5 A . 4 G H 6 7 8 9