The URL can be used to link to this page

Home My WebLink AboutBuilding Plans2 I 4 5 6 7 3 0 It At F4 K 2 Q N rT v m' v 0 rn v C m CL E 0 .E U 2 O a a` PROJECT TEAM \1/ WOOLPERT DES I GN I GELS PAT IAL I IN FRASTRUCTN RE WOOLPERT 1203 Walnut Street, Second Floor Cincinnati, OH 45202 Tel: 513.272.8300 Fax: 937.461.0743 www.woolpert.com LOCATION MAP na�Nlin'tl fmnNrale t� C, wnnrmwn Car ell Shepherd -- PROJECT Herr Zionsville 7 SITE Fish P mass on p J/ wooanury Meridian dills �-I McLordeille frater v oaPa „ Nrr 6om Gmms Near[-,} Pleavnr Cc'ea Recen ry Rocky Ripple V Mon N I SPI,n91411 Ce ME Comfort HI J Secretary wanes Par ern f1 ambrlann Bale Indiana lis-�--I-- _ ire Appear t.[ (qr \111111 1 March Grove New Palestine Harrell —" canollh men emsomnppn IneMawaae :"valley a VICINITY MAP up QL A Shrshornal venne me sx.enm0 u, drip - anane0r s Exec"he or ar IneRr= R s w Carmel or "' €c£ _ �a ECarmel nich x aCoalD wcarmemr a ecarmemr ee^ral xbaleecrack a PROJECT s a SITE com,l sex-sm.ase carte Quail Glen Or Gp anbe9se n The Proscenium Development BUILDING 2: ISSUED FOR PERMIT MAY 19 2019 PROJECT IMAGE GENERAL NOTES A. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN THE FIELD PRIOR TO ORDERING OR FABRICATION OF MATERIALS OR THE BEGINNING OF CONSTRUCTION. NOTIFY ARCHITECT AND OWNER REPRESENTATIVE OF ALL DISCREPANCIES. ALL WORK REQUIRING MEASURING TO BE DONE ACCORDING TO FIGURES ON DRAWINGS. DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND OWNER REPRESENTATIVE. CONTRACTOR TO SUBMIT SPECIFIC DISCREPANCY FOR ARCHITECT REVIEW, PRIOR TO COMMENCING WITH THE WORK IN QUESTION. B. ALL WORK TO CONFORM TO LOCAL CODES, ORDINANCES AND REQUIREMENTS. C. THE CONTRACTOR SHALL ARRANGE FOR THE PREMISES TO BE MAINTAINED IN AN ORDERLY MANNER, FREE OF DUST AND DEBRIS,THROUGHOUT THE COURSE OF THE WORK. PROVIDE AND MAINTAIN TEMPORARY BARRICADES AS REQUIRED TO PROTECT THE PUBLIC AND OWNERS PERSONNEL DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING STRUCTURE OR EQUIPMENT. ANY SUCH DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. D. CONTRACTOR SHALL PROVIDE DAILY OR MORE FREQUENT GENERAL CLEAN UP IN COMPLIANCE WITH OWNER'S REQUIREMENTS OF AREAS WITHIN THE LIMITS OF CONSTRUCTION, AND FINAL CLEAN UP AT CONCLUSION OF WORK. E. CONTRACTOR TO REVIEW OTHER DRAWINGS ISSUED FOR THIS PROJECT FOR ADDITIONAL INFORMATION FROM OTHER TRADES TO COORDINATE THE REQUIRED SCOPE OF WORK. F. DO NOT SCALE FROM THE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE. THE OWNER'S REPRESENTATIVE MUST BE NOTIFIED OF ANY CONFLICTS IN DIMENSIONING. G. EXTERIOR DIMENSIONS ARE TO FACE OF BRICK VENEER OR FACE OF METAL STUD, BRICK VENEER, MASONRY OPENING, OR COLUMN CENTERLINE UNLESS OTHERWISE NOTED. INTERIOR DIMENSIONS ARE TO FACE OF EXTERIOR STUD, FACE OF MASONRY, FACE OF CONCRETE, CENTERLINE OF COLUMNS, OR FACE OF INTERIOR STUD UNLESS OTHERWISE NOTED. H. ALL MATERIALS, FIXTURES AND EQUIPMENT INDICATED IN THE CONSTRUCTION DOCUMENTS SHALL BE NEW AND AS SPECIFIED, UNLESS IDENTIFIED OTHERWISE. I. ALL NEW FINISHED AND PATCHED SURFACES SHALL BE SMOOTH, CONTINUOUSLY FREE OF IMPERFECTIONS AND IN PROPER CONDITION TO RECEIVE THE SPECIFIED FINISH. PATCHED AREAS SHALL MATCH THE ADJACENT MATERIALS CONSTRUCTION AND FINISH. J. ALL FLOORS ON EITHER SIDE OF A DOORWAY OR OPENING SHALL BE LEVEL AND HAVE MAXIMUM ELEVATION DIFFERENCE OR THRESHOLD HEIGHT OF 12". K. DOOR OPENINGS NOT LOCATED BY DIMENSION SHALL BE 4" FROM THE FACE OF STUD TO FACE OF STUD OF DOOR FRAME JAMB UNLESS NOTED OTHERWISE. L. DOOR SIZES, STYLES, AND SPECIFICATIONS, ROUGH OPENING SIZES AND EXACT LOCATIONS TO BE CHECKED AND VERIFIED BY THE CONTRACTOR BEFORE ORDERING AND BEFORE CONSTRUCTION BEGINS. M. ALL PENETRATIONS OF FIRE RATED FLOORS, WALLS AND CEILINGS TO BE SEALED WITH PROPER APPROVED MATERIALS TO THE FULL THICKNESS OF THE CONSTRUCTION ELEMENTS. N. FIRE STOP ALL FLOORS, WALLS AND CEILINGS AS REQUIRED BY APPLICABLE CODE. O. ALL WOOD BLOCKING IN EXTERIOR WALLS TO BE MOISTURE RESISTANT TREATED IN ACCORDANCE WITH SPECIFICATIONS. WHERE REQUIRED BY CODE, ALL WOOD BLOCKING IN INTERIOR WALLS TO BE FIRE RETARDANT TREATED IN ACCORDANCE WITH SPECIFICATIONS. P. INSTALL SEALANT AT EXTERIOR SIDE OF ALL JOINTS, SEAMS, CONNECTIONS OR OPENINGS WHICH WOULD ALLOW WATER OR AIR INFILTRATION EXCEPT AS NOTED OTHERWISE. SEALANT COLOR TO MATCH ARCHITECT'S SAMPLE. COLOR REQUIRES ARCHITECT'S APPROVAL. Q. PROVIDE FIRE EXTINGUISHER COMPLYING WITH NFPA 10, AS INDICATED ON LIFE SAFETY DRAWINGS WITH MAX TRAVEL DISTANCE OF 75'. R. MASONRY CONTROL JOINTS ARE SHOWN FOR REFERENCE ONLY LOCATIONS OF CONTROL JOINTS SHALL BE PER THE NATIONAL BRICK INDUSTRY ASSOCIATION GUIDELINES. S. THE LOCATIONS OF EXISTING UTILITIES HAVE BEEN PREPARED FROM DOCUMENTS PROVIDED BY THE OWNERAND MAY NOT REPRESENT THE ACTUAL FIELD CONDITIONS. CONTRACTOR TO REVIEW ALL OWNER DOCUMENTS AND BECOME FAMILIAR WITH ALL EXISTING UTILITIES. THE CONTRACTOR HAS THE RESPONSIBILITY TO VERIFY LOCATIONS IN THE FIELD BY EMPLOYING FIELD UTILITY LOCATING SERVICES BEFORE CONSTRUCTION STARTS, AND COORDINATE ALL NEW UTILITY LOCATIONS, CONNECTIONS AND PENETRATIONS. T. THE SUBCONTRACTOR SHALL VERIFY AND COORDINATE, WITH ALL TRADES, THE SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT, EQUIPMENT PADS, OR BASES AS WELL AS POWER, WATER, AND DRAIN INSTALLATIONS BEFORE PROCEEDING WITH WORK. SUBCONTRACTOR SHALL PROVIDE COORDINATION DRAWINGS FOR PROPER PLACEMENT OF ALL TRADES' WORK. ALL CONCERNS, SPACE LIMITATIONS OR STRUCTURAL CONFLICTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT, PRIOR TO COMMENCING WITH THE WORK IN QUESTION. U. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO COORDINATE AND LOCATE ELECTRICAL, DATA, AND PHONE RECEPTACLES, SWITCHES, ETC. TO AVOID CONFLICTS WITH CASEWORK, DOORS, AND OTHER TRADES. PROJECT INFORMATION PROJECT LOCATION: INTERSECTION OF CARMEL DRIVE AND RANGELINE ROAD - HAMILTON COUNTY, INDIANA PROJECT NAME: THE PROSCENIUM DEVELOPMENT - BUILDING 2 GOVERNING BUILDING CODE: 2014 INDIANA BUILDING CODE (2012 INTERNATIONAL BUILDING CODE) 2014 INDIANA FIRE CODE (2012 INTERNATIONAL FIRE CODE) PROJECT TYPE: NEW RESIDENTIAL UNIT BUILDING Meelpal0r FtanaW, BUILDING TA B U LAT I O N WngNlrrtG,caalry e re •roast°"^'° BUILDING 2 SUMMARY UNIT(SF) QUANTITIES UNIT# UNITTYPE UNITDES. UNIT# UNIT TYPE UNIT DES. UNIT (SF) UNIT# UNITTYPE UNIT DES. UNIT (SF) UNIT# UNITTYPE UNIT DES. UNIT (SF) — - FLOOR UNITS/FLOOR NET UNIT SF B2-A1 B2-A2 B2-A3 B2-A4 B2-N39 CORRIDOR (SF) STAIR (SF) MECH/UTILITY (SF) 105 Al 1 BR/1 BH 798 201 B2 2 BR/2 BH 1,398 301 B2 2 BR/2 BH 1,399 401 B2 2 BR/2 BH 1,398 P 1 12 10,625 4 4 0 1 2,123 399 50 106 A2 1 BR/1 BH 808 202 B2 2 BR/2 BH 1,413 302 B2 2 BR/2 BH 1,410 402 B2 2 BR/2 BH 1,408 2 16 15,758 4 4 1 1 2,335 399 50 107 Al 1BR/1 BH 792 203 B1 2BR/2 BH 1,191 303 B1 2BR/2 BH 1,187 403 B1 2BR/2 BH 1,177 e nara sr Cuero sl• ensms ensm sl f 3 16 15,506 4 4 1 1 2,329 620 50 108 A2 1 BR/l BH 801 204 A3 1 BR/l BH 1,132 304 A2 1 BR/l BH 910 404 A2 1 BR/l BH 912 In - -41 4 4 4,895 0 1 0 0 809 422 N/A 109 Bl 2 BR/2 BH 1,165 205 Al 1 BR/l BH 797 305 Al 1 BR/l BH 793 TOTAL 4,895 4* TOTAL 48 46,784 12 13 2 3 7,596 1,840 150 110 A2 1 BR/l BH 880 206 A2 1 BR/l BH 800 306 A2 1 BR/l BH 799 ill Al 1 BR/i BH 942 207 Al 1 BR/i BH 797 307 Al 1 BR/i BH 794 113 Al 1 BR/1 BH 821 208 A2 1 BR/1 BH 800 308 A2 1 BR/1 BH 798 114 A2 1 BR/1 BHj10,625 874 209 B1 2 BR/2 BH 1,167 309 B1 1 BR/1 BH 1,166 115 61 2 BR/2 BH185 210 A2 1 BR/1 BH 860 310 A2 2 BR/2 BH 882 116 A4 1 BR/1 BH797 211 Al 1 BR/1 BH 831 311 Al 1 BR/1 BH 833 117 AS 1 BR/1 BH862 212 A2 1 BR/l BH 872 312 A2 2 BR/2 BH 866 TOTAL 213 Al 1 BR/1 BH 829 313 Al 1 BR/1 BH 832 214 A4 1 BR/1 BH 809 314 A4 1 BR/1 BH 799 215 Bl 2 BR/2 BH 1,167 315 Bl 2 BR/2 BH 1,164 217 A5 1 BR/1 BH 875 317 A5 1 BR/1 BH 874 TOTAL 150758 TOTAL 15,506 u F E u Ky S6� VzWbl � E •RENITEtTI@E loan I NEERINGIGEOSPATILL 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 E cam _0 W U J•� J W y--r af rUn V /03 c o O c Q) 0 N EIt m `mv W C m `o c EO C 9 C L U E2 a `=€ m E �U Q Issuances: REv DMMIKIM mm 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2Permit 05r01/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: COVER SHEET RELEAS St :0 FOR CONSTRUCTION Plate c as.""t, " ,a"ll" of State and Local Codes City of Carrnel DATE: 10/31/19 1 ra 191 -1 III 11 ri a E R RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel DATE: 10/31/19 SHEET NUMBER DRAWING INDEX SHEET TITLE 3 W i � z c C � of K d z o GENERAL G2-0W COVER SHEET • • G2-001 DRAWING SHEET INDEX • • • • CIVIL C200 OVERALL SITE PLAN • • C400 UTILITY PLAN Is I I* C401 UTILITY PLAN -STORM SEWER 19 LIFE SAFETY LS2-101 FIRST AND SECOND FLOOR LIFE SAFETY PLAN • • • LS2-102 THIRD AND FOURTH FLOOR LIFE SAFETY PLANS 10 10 10 STRUCTURAL S2-001 GENERAL NOTES • • • S2-002 SPECIAL INSPECTION • • S2-003 SPECIAL INSPECTION CONT. • • • S2-101 OVERALL FIRST FLOOR PLAN • • S2-101A BLDG. 2- FIRST FLOOR FRAMING PLAN - AREA A • • • S2-101B BLDG. 2- FIRST FLOOR FRAMING PLAN AREA B • • • S2-102A BLDG.2- SECOND FLOOR FRAMING PLAN - AREA A • • • S2-1026 BLDG.2- SECOND FLOOR FRAMING PLAN -AREAS • • • S2-10M BLDG. 2- THIRD FLOOR FRAM ING PLAN - AREAA • • • S2-103B BUGG.2- THIRD FLOOR FRAM ING- AREA -B • • • S2-104A BLDG. 2- LOW ROOF FRAMING PLAN - AREA A • • • S2-104B BLDG. 2-FOU RTH FLOOR I LOW ROOF FRAMING PLAN - AREAB • • • S2-105 BLDG. 2- ROOF FRAMING PLAN • • • S2-115 ROOF SNOW DRIFT LOADING DIAGRAM • • S2-201 SHEARWALL SCHEDULES • • S2-202 SHEAR WALL ELEVATIONS • • S2-203 SHEAR WALL DETAILS • • S2-301 FOUNDATION DETAILS • S2-302 FOUNDATION DETAILS • • S2-303 FOUNDATION DETAILS • • S2401 FRAMING DETAILS • • S2402 FRAMING DETAILS • • S2403 FRAMING DETAILS • • S2404 FRAMING DETAILS • • S2-405 FRAMING DETAILS • • S2-501 TYPICAL WOOD FRAMING DETAILS • • • S2-502 TYPICAL WOOD FRAMING DETAILS • • S2-503 TYPICAL WOOD FRAMING DETAILS • • S2-504 WOOD FRAMING DETAILS • • S2-505 WOOD FRAMING DETAILS • • S2-601 ROOF FRAMING SECTIONS • • • ARCHITECTURE A2-001 ABBREVIATIONS AND SYMBOLS • • • A2-002 ASSEMBLY TYPES • • A2-003 ASSEMBLY DETAILS • • A2-101 OVERALL PARKING LEVEL AND FIRST FLOOR PLANS • • A2-101A PARTIAL FIRST FLOOR PLAN • • • A2-101B PARTIAL FIRST FLOOR PLAN • • • A2-102 OVERALL SECOND AND THIRD FLOOR PLAN • • A2-102A PARTIAL SECOND FLOOR PLAN • • • • A2-1026 PARTIAL SECOND FLOOR PLAN • • • • A2-10M PARTIAL THIRD FLOOR PLAN • • • • A2-103B PARTIAL THIRD FLOOR PLAN • • • • A2-104 OVERALL FOURTH FLOOR PLANS • • A2-104B PARTIAL FOURTH FLOOR PLAN • • • • A2-105 ROOF PLAN • • A2-111 OVERALL PARKING LEVEL AND FIRST FLOOR REFLECTED CEILING PLANS • • A2-112 OVERALL SECOND- FOURTH FLOOR REFLECTED CEILING PLANS • • A2-201 EXTERIOR ELEVATIONS • • • A2-202 EXTERIOR ELEVATION COORDINATION • • A2-301 BUILDING SECTIONS • • A2-311 WALL SECTIONS • • • A2-312 WALL SECTIONS • • • A2-313 WALL SECTIONS • • • A2-314 ELEVATION DETAILS AND SECTIONS • • • A2401 UNIT PLANS • • • A2-402 UNIT PLANS • • • A2-403 INTERIOR ELEVATIONS AND DETAILS • • • A2-404 INTERIOR ELEVATIONS AND DETAILS - TYPEA • • A2-410 ENLARGED STAIR PLANS AND SECTIONS • • A2-411 STAIR SECTIONS • • A2-412 STAIR DETAILS • • A2-413 ELEVATOR PLANS AND DETAILS • • A2414 ELEVATOR SECTIONS • • • A2-501 PLAN DETAILS • • A2-504 ROOF DETAILS • • A2-505 SECTION DETAILS • • • A2-521 BALCONY DETAILS • • • A2-601 DOOR SCHEDULE AND DETAILS • • • • A2-602 WINDOW TYPES • • • PLUMBING P2-XH LEGEND, DETAILS, AND SCHEDULES • • • • P2-100 PLUMBING INTERSTITIAL AND FIRST FLOOR PLAN • • • P2-101 PLUMBING SECONDAND THIRD FLOOR PLANS • • • P2-102 PLUMBING FOURTH FLOOR PLANS • • • P2-201 BUILDING 2 GARAGE PLAN • P2401 PLUMBING TYPICAL ENLARGED PLANS AND ISOMETRICS • • • P2402 PLUMBING TYPICAL ENLARGED PLANS AND ISOMETRICS • • • P2403 PLUMBING TYPICAL ENLARGED PLANS AND ISOMETRICS • • • P2-601 PLUMBING WATER ISOMETRIC • • • P2-602 PLUMBING SANITARY AND VENT ISOMETRIC • • • MECHANICAL M2-001 HVAC LEGEND AND NOTES • • M2-101 HVAC FIRST AND SECOND FLOOR PLAN • • • M2-102 HVAC THIRD AND FOURTH FLOOR PLAN • • • M2-103 HVAC ROOF PLAN • • • • M2-401 HVAC TYPICAL ENLARGED PLANS • • • M2-402 HVAC TYPICAL ENLARGED PLANS • • • M2-501 HVAC DETAILS • • • M2E01 HVACSCHEDULES • • • • ELECTRICAL E2-001 ELECTRICAL LEGEND, GENERAL NOTES AND ABBREVIATATIONS • • E2-101 LIGHTING PLAN- PARKING AND FIRST FLOOR • E2-102 LIGHTING PLAN -SECOND AND THIRD FLOOR • E2-103 LIGHTING PLAN - FOURTH FLOOR • E2-111 POWER AND SYSTEMS PLAN- PARKING AND FIRST FLOOR • • E2-112 POWER AND SYSTEMS PLAN- SECOND AND THIRD FLOOR • • E2-113 POWER AND SYSTEMS PLAN - FOURTH FLOOR AND ROOF • E2401 ELECTRICAL ENLARGED PLANS • • E2402 ELECTRICAL ENLARGED PLANS • • E2403 ELECTRICAL ENLARGED PLANS • • E2404 ELECTRICAL ENLARGED PLANS • • E2-501 ELECTRICAL DETAILS • E2-501 SINGLE LINE DIAGRAM - SOUTH • • E2-502 SINGLE LINE DIAGRAM - NORTH • • E2-701 PANELBOARD SCHEDULES • • E2-801 EQUIPMENT AND LIGHT FIXTURE SCHEDULES • • WOULPEPT A REM TEGI UR Ej_NG I NEER I NGI GE09 PAnM 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 5 E a] y J V0110101001 E cam 0`) W E U J•� J E V / N 0 0 c G1 � Q� n n N € CUM 0) U na `O E m co O c >- N N C.)�� m dm -U Issuances: OESGRIPTEM I Wl Prom. No.: 074904 Date: 10/05/18 A Sheet Name: DRAWING SHEET INDEX G2=001 a a 0 d 0 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Camel �AfT�tDwV1(AQA� DATE: \ 10/31/19 Z 0 40 80 120 GRAPHIC SCALE IN FEET L�-----------------" C ------------------------------- _ — r-- — — — — — --� rtb rtb PROPOSED R/w �o I 133 VETERANS WAY — IT1 N (vuatc STJJJ PROPOSED R/W 0 \ O F O O ' ,a • ; 06 O 25• DUKE sz EIECIRIC ESIAf will L ' J. INTERSECTION TO BE CONSTRUCTED AS A PART OF THE BUILDING 1 BUILDING 4 VETERANS WAY — BUILDING 2 \,I ••• , Nor Jim \LOFFICE BUILDING _ 0 7�---� — _� L� L� I 19, I 1 19, 1 FUTURE TAVERN 1I— In in I, BUILDING 5 I0 I0 I L_—�,— TT Cr-Cr-0 -a a- Cr-0-0 V� I BUILDING 3 Si I Iu 0 L—A L �— / MIT. 5'(ODIU l ( --- 54.6 W � 31' B/B > �w 0„ I 54.4' W w X W milk F r / INTERSECTION IN CONTRACT NOT II \ I T -L L- LL li I W NN� 1.� 0 PARKING SUMMARY > LOCATION DUANTIIY VETERANS DRIVE 33 SOUTH RANG NE ROAD 09 V PODIUM (UPPER LEVEL) 73 W PARKING IN BLDG 1M 33 1 x TOTAL 659 W �W PFySTVJ m Hossseel WATE OF 05/01/19 PAVEMENTLEGEND O LIGHT DUTY ASPHALT CONS FUTURE ASPHALT F`7 R/W ASPHALT HEAVY DUTY CONCRETE FURIRE CONSTRUCTION m 3 € LD Y ACCESSIBLE PARKING NUMBER OF PARKING LU0. OY SKIN OS SPACES N N A L c c LIGHT POLE ACCESSIBLE PARKING PAVEMENT SYMBOL v 'O M 0 M LIMITS OF CONSTRUCTION j m m 0 �0 N N SITE NOTESall Q 1. ALL DIMENSIONS IN CURBED AREAS SHALL. BE BALK TO BACK OF CURB. -ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF O PAVEMENT. -ALL DIMENSIONS AT INTEGRAL CURB k WALK SHALL BE TO BACK OF p CURB. Z N O -AL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING. 2. ALL RADII IN PAVED AREAS AND ON CURBS SHALL BE 5• FACE OF CURB 00 UNLESS NOTED OTHERWISE. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE 0 a N STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR Z m < m ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE f ^ 7 O Z rn m PLANS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SWILL CONTACT U O A/E IMMEDIATELY. LU O W 4. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS 0 Q W K Y NECESSARY. 4 O ❑ ❑ U 5, ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED. S. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. m >, 7. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, m N 10 Jul LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. h 8. ACCESSIBLE RAMPS AND SIGNAGE SHALL BE IN ACCORDANCE WITH = FEDERAL, STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER WAS U S JURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR itsN SPECIFICATIONS. im C. r ri m 9. Al STRIPES ARE TO BE 4' PANTED, WHITE, UNLESS OTHERWISE NOTED. y Cm N 10. CONTRACTORPROVIDE BE RESPONSIBLE TO IS EXPENSE THE TOB RD P N r N LL ALL AUTOMOBILEN AN PEDESTRIAN TRAFFIC CONTROLDEVICES SREQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCH. AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. F 11. T IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE W DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP ARBORNE DUST TO A REQUIRED MINIMUM. 11111 CL 4 12. THE DEVELOPER IS RESPONSIBLE FOR COMPLETING ALL IMPROVEMENTS IN 011 J COMPLIANCE WITH CITY STANDARDS AND ORDINANCES. O 13. THE PROJECT ENGINEER IS RESPONSIBLE FOR DESIGN OF ALL 0 IMPROVEMENTS IN COMPLMNCE WITH CITY STANDARDS AND ORDINANCES. 14. ALL PAVEMENT WITHIN THE PUBUC RIGHT—OF—WAY SHALL COMPLY WITH CITY STREET PAVEMENT DETAILS. 15. 24 HOUR ADVANCE NOTICE MUST BE GIVEN TO THE CITY ENGINEER FOR PROOF ROLL (317-887-5230) PRIOR TO INSTALLATION OF STONE AND PAVEMENT WITHIN PUBUC RIGHT—OF—WAY. 15. STORMWATER FACILITIES WILL BE PRIVATELY OWNED AND MAINTAINED. Ia. PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL STREET, DRIVES AND PARKING LOTS TO BE U INSTALLED AND ALL WATER MANS AND HYDRANTS FOR THE SITE DEVELOPMENT MUST BE INSTALLED PER APPROVED SPECIFICATIONS AND J MADE SERVICEABLE. J 17. ALL CONCRETE CURB IN THE PARKING LOT SHALL BE CITY OF CARMEL ❑ STANDARD STRAIGHT CURB OR CURB AND GUTTER (CHNRBACK) AS NOTED. O _ Of 18. ALL CONCRETE CURB IN THE CITY RIGHT—OF—WAY SHALL BE CITY OF CARMEL STANDARD CHARBACK CURB. LU Z Q 19. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT—OF—WAY Z W J^ TOOIRREMENTS OF THE ENT OFW am ENNGGIINEERING.RTMTO�ENTRRA SHAIl CONTACT THEDEARTMENT OF Z Q ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE S DEPARTMENTS CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION ` = QLU REQUIREMENTS, REWIRED INSPECTIONS FOR CERTAIN STAGES OF WORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS T RELATES TO I 1 O _ WORK WTHIN THE EXISTING AND PROPOSED CRY RIGHT-OF-WAY. V O O 20. SEE SHEETS C201 AND C202 FOR DETAILED NOTATIONS AND DIMENSIONS. J O W J W 2 21. LONG TERM BICYCLE PARKING SHALL BE PROVIDED IN PARKING GARAGE. SEE SHEE C700 FOR BICYCLE RACK DETAIL W > J > Q am LU o Q LU W 2J a ~ LU O O m C W 3 Q U E,VAzv=ii T• O C] N O 0 y C 3 v c o E a m � O MO U [C O � � O "tea o O 0 0 0 a EnY am pc y c 0 00 N SANITARY STRUCTURE TABLE STRUCTURE ID DESCRIPTION RIM INVERT NOTES 4 EXISTING MANHOLE 821.83 8" - 820.64 (N) EX 8' OR 10' - 820.64 (N) 8' = 820.60 (W) EX 8' OR 10' - 820.60 (W) 5 SANITARY MANHOLE 832.13 8' = 823.02 (E) 8' - 822.64 (N) 6 SANITARY MANHOLE 837.06 8" = 826.19 (W) I ��------------�� T r II ----------- ---t � 15 Ij C81 CB2 CE3 CH4 CBb CRC 11 2 22 „ HW24 11 rMIN ---- T - - - UE - US -UE --UE -- US f BUILDING 1 BUILDING 2 m SAN✓3 �/II n A, N �- SA 61H2 \\ \\ \\ \\ I I I I 1 111 TYP. - - - - - - - - - - - - - - �10 `+� -a� OFFICE BUILDING I RB w�a TC e4s.35 / 3 \ I Uzi $T" TC 84776 CURB NLET Tc: 84764 C113 _-12"WTR------12'WTR------12''WTR------12 -----12"WTR------12'WTR---- CI14 ®_ I� -------------- A - I I RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Camel DATE: 10/31/19 MH15 Jm BUILDING 4 FUTURE TAVERN I== = 1T fl 21 NP. BUILDING 3 0 - I1 LEGEND Z IQD STE STORM SEWER \0P n fie66e1 �� 0 40 80 120 FOUNDATION DRAIN/UNDERDRAIN OAT EOF C SANITARY SEWER MOUMF =40 GRAPHIC SCALE IN FEET 12'WrRWATER MAIN O - G G GAS NT TELEPHONE 05 /01/19 I I UE ELECTRIC HVE HIGH VOLTAGE ELECTRIC F F FIBER OPTIC EXISTING UTILITY TO BE ABANDONED r- L I CATCH BASIN/AREA DRAIN CURB INLET Z - I , ENDWALL y p CLFANOUT W Iu y LL r MANHOLE 0: N N .O. FIRE HYDRANT c v o WATER VALVE m 03 i O PROPOSED STORM I.D. w o OPROPOSED SANITARY I.D. FUTURE CONSTRUCTION rn m UTILITY KEYNOTES P. Will Q 0 0 O RELOCATED WATER MAIN. 18 6' DOMESTIC WATER SERVICE W/ ❑ _ - 4' METER AND RPZ GW FlRE O COMBINED DOMESTIC/PREVENIER INSIDE BUILDING / Z N o PROTECTION WATER SERVICE. PROPOSED BUILDING STORM FIRE DEPARTMENT CONNECTION. 17 SERVICE (SEE PLUMBING PUNS). � ADJUST UTILITY STRUCTURE TO O RELOCATED PUBLIC WATER (BY 1\ O FINISHED GRADE 18 OTHERS) O a N 0- \ 2 O 8' SANITARY SERSERVICE9O 1.00E FIRE HYDRANT ASSEMBLY Ii m 7 Z Z I \ \ ©(MIN). 19 SERVED FROM BUILDING U o O m VI m 1 PLUMBING SYSTEM. PRIVATE - W n g RELOCATED HIGH VOLTAGE PAINTED RED LU 4 \ ( O ELECTRIC (BY OTHERS). 0 1 N ❑ MH420 / 4 I\\ O7 25, ELECTRIC EASEMENT. T-COUPLING REO'D TIE IX. a O ❑ ❑ U J 6' C.P.P. TO NEW STORM O DISTRIBUTION CABINET. SEWER. (BY DUKE 6 .: ••' 8 (BY DUKE ENERGY) 21 PROPOSED INLETS ON TOP OF / RELOCATED OVERHEAD ELECTRIC. PODIUM STRUCTURE. (SEEPLUMBING) 30 - - 30 TO TRANSFORMER BY DUKE ENERGY. m + C Z..55 �c O 22 PROPOSED IRE HYDRANT T PROPS F warms - -_ - r nn rza _�^ - 11 PPoMAITY ELECTRIC SERVICE ASSEMBLY m N ,4 40S.00>i - - - - - - /� Y O SEORDARY ELECTRIC SERVICE 23 EXTENSION SED 12" O.I. WATER MAN d Z N FOR RFD. ONLY (N.I.C.) CONNECT TO EXISTING UTILITY 4 o .10 I 22 ti 13 PER AGENCY REQUIREMENTS. 24 PROVIDE 10"X10"X12" TEE ` o N / 25 A 23 - - \ ` _ _ _ _ _ - 14 PROPOSED UTILITY POLE AND O POST INDICATOR VALVE C p m FIRE SERVICE ENTRY WITH N y N n 15 RELOCATED LIGHT POLE DOUBLE CHECK DETECTOR n DIN.5 16 ASSEMBLY INSIDE BUILG BIDm C LL (10� 26 3 159'-8" SAN O 2.00E 12 N UTILITY NOTES I I 1. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS A'11 I TO THE SANITARY SEWER SYSTEM ARE PROHIBITED. W I9 w 2. SANITARY SEWER PIPE AND FITTINGS MAY BE EITHER PVC THAT CONFORMS TO \ a ASIM D-3034, SDR 35 WITH A MINIMUM CELL CLASSIFICATION R 12454-B, a In OR REINFORCED CONCRETE PIPE CLASS III, N. OR V IN ACCORDANCE WITH 00 J LL _ ASTM C-76, OR DUCTILE IRON PIPE CONFORMING TO ANSI SPECIFICATIONS I I- AAND AWWA C-151. OR HIGH DENSITY POLYETHYLENE PIPE Q O UILDING 5 0 21.51 CONFORMING TO ASTM-3350 CELL CLASS P.E. 3744 33C. O 0 W tl I J. CONSTRUCTION SHALL NOT COMMENCE UNTIL AN IMPROVEMENT LOCATION a ID N PERMIT HAS BEEN OBTAINED. 0 5 P: I I 4. WATER MAINS CROSSING ANY AND ALL SEWERS SHALL RAVE A MINIMUM L _ VERTICAL SEPARATION OF 18' BETWEEN THE OUTSIDE OF THE WATER MAIN U TiE AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN PIPE SHALL EHCH oeAiN :62s.44 BE CENTERED AT THE POINT OF THE CROSSING SUCH THAT BOTH JOINTS Li WILL BE EQUIDISTANT AND AS FAR AWAY FROM THE SEWER AS POSSIBLE IF W WATER UNE(5) OF BELOW SANITARY SEWER OR OF, SEWER LINE MUST CONSTRUCTED OF SS B OW SA IRON PIPING OR OF 200 Pei PVC (SDR-BI _ I OR EQUIVALENT) FOR THAT PARTICULAR SPAN. a I 23 L � 73CNCH DRAIN e2e.65 5• XSSTING UNDERGROUND UTILITIES ME SHOWN IN THEIR APPROXIMATE L L LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. WE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE J O ' 13 12�)C8� REWCER UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN ACCURATE FIELD Q LOCATIONS OF EXISTING UNDERGROUND UTILITIES, THE CONTRACTOR SHAH K NOTIFY THE FOLLOWING FORTY-EIGHT (48) HOURS IN ADVANCE: INDIANA J I UNDERGROUND CABLE LOCATION 1-800-382-5544. C Z �__� 8. ALL STORM AND SANITARY SEWER CONSTRUCTION SHALL BE PERFORMED IN J Z r ACCORDANCE WITH CITY OF CARMEL STANDM05 AND SPECIFlCA110N5. .. \ T L - 7. FIELD 111E ENCOUNTERED SHALL BE REPLACED AND/OR CONNECTED TO THE Z Q Q STORM SEWER SYSTEM. /� z U 8. GRANULARLL FO BACKFlIS REQUIRED R ALL PIPE UNDER PAVEMENT AND li a VV I WITHIN 5 FEET OF PAVEMENT. �0 j Z 9. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL V / O RD J - I AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL. STATE, COUNTY. CITY OR LOCAL AGENCY. WE AMOUNT. LOCATION O W j UU _ AND SIZE SHALL BE PER DIRECTION OF AGENCY. `/ 10. ALL SANITARY LATERALS SHALL BE 6' SDR-35 PVC O 1.00E MINIMUM SLOP Li LU V J - - SD - - - - - -30"SD - - - - _ _ _ ALL LATERALS SHALL MAINTAIN A MINIMUM OF 3' OF COVER FROM FINISHED 0 GRADE TO TOP OF PIPE. LU UU Q J uu. MH � ---12"0. R--- 11 A__ WATER BE PERFRMED CONSTRUCTION P CIFlCATIONSOAND IN = J Q v ACCORDANCE�WTM CARMELR WATER STANDARD SSTRUCTUE REQUIREMENTS, INCLUDING AS-BUILTS PROVIDED AT COMPLETION. W U 12. ALL WATER MAIN BENDS, ELBOWS, TEES, VALVES AND HYDRANTS SHAH HAVE C r C W PROPER THRUST BLOCKING. L ----12"WTR �, 12---12"W - --1 3 13. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL Unni POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. U 14. SEE SHEET C101 FOR EXISTING STORM SEWER AND SANITARY STRUCTURE INFORMATION. 15. ALL STORM SEWERS WITHIN PUSUC RIGHT-R-WAY SHALL BE REINFORCED z CONCRETE PIPE. W N0. WET I � _ C400 STORM STRUCTURE TABLE STRUCTURE ID DESCRIPTION RIM/GRATE INVERT NOTES 1.1 111 Pips Headwall 830.97 84' = 822.47 (S) SEE PLANS 24' = 826.30 (S) 84' = 823.2.5 (N) TYPE T M/ ANGLE W 1.2 MANGLE 532.25 24' 826.50 (E) TYPE ♦ GAI'G 12' 825.82 (W) 1.3 CURB INLET 830.65 18826.85 (S) INLET TYPE 'Y' W/ 24' 826.50 (N) TYPE 10 CASrG 15• 826.98 (S) EX 6' = Ill (W) 1.4 MANGLE 830.11 18' 826.88 (N) (CONTRACTOR TO VERIFY) 1.5 CURB INLET 830.73 Is" - 827.0E (S) INLET TYPE M' W/ 18' 827.04 (N) TYPE 10 CAST`G 1.6 CURB INLET 531.34 12' - 828.29 (N) N. TIRE 7 ■/TIRE 10 OWTG 1.7 CURB INLET 832.33 12' - 828.01 (S) INLET TYPE M' W/ 18' - 827.52 (N) TYPE 10 CASiG 1.10 CURB INLET 832.22 24' - 826.58 (W) TYPE 'II' MANHOLE W/ Y4• 846.68 (E) TYPE 4 CJSYG 12' 82. 1.11 MANGLE 833.12 24' - 827.19 � TYPE T MANHOLE W/ 24' - 827.49 48 (S) TYPE 4 CAST'G 1.12 MANGLE 533.87 12 830.34 (N) SIRUC. IN PREY. CONTRACT 12' 830.19 (W) CONNECT NEW PIPE ONLY O al mI a O an ^ rl STORM STRUCTURE TABLE STRUCTURE ID DESCRIPTION RIM/GRATE INVERT NOTES 24' 827.00 (E) 1.15 MANHOLE 63237 = 24' = 27.50 (W) TYPE 'II' MANHOLE W/ 3 TYPE 4 CVSYG 1.16 CURB INLET 831.99 IS' = 827.88 (NE) INLET TYPE M' W/ 15' 827.88 (S) TYPE 10 CAi 1.17 CURB INLET 832.28 15' 828.05 (SW) INLET TYPE A W 12' - III (N) INLET TYPE 'A' W/ 1.18 CURB INLET S33.73 12' 830.37 (S) TYPE 8 CASr'G 1.19 CURB INLET 533.73 12' ■ 530.53 (S) INLET TYPE M W TYPE 10 CASrG 1.20 CURB INLET M43 24• - 527.95 (N) INLET TYPE No W/ 18• - 528.53 (E) TYPE 10 CASr'G 18' - 828.63 (W) TYPE "D' MANHOLE W/ 1.21 MANHOLE 833,55 18' - 828.93 (S) TYPE 4 CASVG 20 MANHOLE 831.39 18' - 828.50 (E) W TYPE MANHOLETYPE 4 CAI 2.1 DOUBLE CURB 18' = 826.89 (W) INLET TYPE • W/ M INLET '12 18' = 826.99 (E) TYPE 10 CASYG 2.2 MANGLE 834.27 18' 827.36 (E) 18' - 827.20 (W) a II II ^ L C - J1 V W 110'-12' ED OI III 0 01 ,0101 m III x CB1 CB2 B3 C64 CB5 CB6 I rl.1 d 13 2• 1.6 1.7 an an ..._ .. 13 J9'O18'� 10"WRIT 10"WRIT 10' W1R 10"WTR VETERA S WAY 2.1 17 (PUMIC STREET o I p HVE HVE WE N 2.2 N mI d III Trr- -- - -- - -- - - - - 0 a I I 36'-18• ED 0 0.74%an On - - - - a; BUILDING 1 O tt N I.I.I 3 I 128'w10• SD O I > I O 0.92% OI n I a an cl J W20 - - El - - - n OCin III W e a a a y a2.3 1- ® El ® Is - y an 4„ - - - a mll U) 'III w I J r 3 BUILDING 2 anCL a ; I } 29'-18' SO O 0.73% I ■ • rn 73 J J a F a e i A l n 2.4 an On U x v 1 O - 21 D � ire3'-1s•ssez.l9s-------- -- 06 C .5 u o / { 48'-12' SD O 0.50% / 4- �\ OFFICE BUILDING Re INLET TC 84635 toa � � // � 78'M2' SD O 0.507G rn On t _ _ ONO ^ En srMun TC e4775 - - - - - - - -� a Go/ 30'-12' ED 0 9AM � cur>= w.l Cn3 - Q / ( _ O N \ / RELEASED FOR CONSTRUCTION WTI ----,2"WTR------,2"WRIT------,2'WTR------12 ----12"WRIT------12"WRIT---- CI14 Subject to compliance with all regulations - of State and Local Codes - - - - - City of`Cannel (�-------------- �N1V�1ow�NaA� \\ III ) DATE: 10/31/19 MH15 STORM STRUCTURE TABLE STRUCTURE ID DESCRIPTION RIM/GRATE INVERT NOTES 2.3 MANHOLE 839.89 18' 828.64 (E) 18' - 828.54 (W) EX 15" 111 (SE) 24 MANGLE 843.05 18' 829.09 (W) 18' 829.19 (E) 15' 8391 (E) 2.5 MANGLE 843.82 18' 829.40 (W) 18' - 829.50 (N) 2.6 MANHOLE 846.75 12' = 842.26 (NE) 15' - 540.75 (W) 12' - 842.61 (NE) 2.7 MANHOLE 847.94 12' = 842.50 (SW) 12' = 843.00 (SW) 2.8 MANHOLE 847.88 12" = B43.20 (N) 2.9 Trench Drain 847.21 12' - 846.00 (S) UPSTREAM INV. - 846.75 AS-9 AQUA -SWIRL 830.14 12' = 025.82 (E) II P SD Is •31 2W�24� ED 0 0.10%1 5'-12' SO O HVE 32'-240 SO O L3'-24' ED O BUILDING 4 39'-24' SO O 34'-24' SO O . UIUl TAVERN 15'-18' SD O �0 17 1.12 ■I 5'-12' SD O 0.551 0 1.18 ■ ID UILDING 5 ■ l0 ■ IQ ' IL - �Ji >T BUILDING 3 I T - - - 12"WTR- - - HWz4 0"SD I I II I LEGEND °`°: 4y M IQD \0Q Wco STORM SEWER loc9seal FOUNDATION DRAIN/UNDERDRAIN 6TATE OF p�u {+�Im SANITARY SEWER MOUNF 12'WrR WATER MAIN O - C G CAS 05/01/19 ITT TELEPHONE UE ELECTRIC HVE HIGH VOLTAGE ELECTRIC F F FIBER OPTIC EXISTING UTILITY TO BE ABANDONED CATCH BASIN/AREA DRAIN ■ CURB INLET Z 0 ENDWALL GO p CLFANOUT W MANHOLE 0: .e. FIRE HYDRANT WATER VALVE OX PROPOSED STORM I.D. OPROPOSED SANITARY I.D. FUTURE CONSTRUCTION Z W UTILITY KEYNOTES a 0 40 80 120 01 RELOCATED WATER MAIN. 18 6' DOMESTIC WATER SERVICE W/ G COMBINED DOMESTIC/FIRE PREVENTER NSIDEZG BUILDI OW G GRAPHIC SCALE IN FEET O PROTECTION WATER SERVICE. Z PROPOSED BUILDING STORM Me ©ID O FIRE DEPARTMENT CONNECTION. 17 SERVICE (SEE PLUMBING PUNS). O ADJUST FINISHED GRAD STRUCTURE TO 18 O DCSTED PUBLIC WATER (BY p N a © SERVICE O 1.Op% 19 FIRE HYDRANT I.. On t mEMBLY o N an m (MIN).80 FROM BULUILDING U LM Olt PLUMBING SYSTEM. PRIVATE - mmI p RELOCATED HIGH VOLTAGE PAINTED RED LU © ELECTRIC (BY OTHERS). W Y (7') 25' ELECTRIC EASEMENTILL. 40 T-COUPLING REO'D 4 TIE EX. Ix Q 0 ❑ K ❑ U 6 C.P.P. TO NEW STORM SEWER. / O PRIMARY DISTRIBUTION CABINET. (BY DUKE ENERGY) 21 PROPOSED INLETS ON TOP OF RROCATED OVERHEAD ELECTRIC. pLUMBINGUCNRE. (SEE) �� 10 TRANSFORMER BY DUKE ENERGY. 2Y PROPOSED FIRE HYDRANT 1 PRIMARY ELECTRIC SERVICE PROPOSED 12" 0.1. WATER MAIN 72 SECONDARY ELECTRIC SERVICE 23 EXTENSION ( CONNECT TO EXISTING ITNIIY I \ 13 PER AGENCY REQUIREMENTS. 24 PROVIDE 10'%10"X12" TEE J \ 14 PROPOSED LT IIY POLE AND O POSr INDICATOR VALVE pg FIRE SERVICE ENTRY WITH 15 RELOCATED CHECK DETECTOR LIGHT POLE ASSEMBLY INSIDE BUILDING -1.17-- ---_ I �/ -37M5' SD a 0.46111 -47,-12• SO O 2.91 - - - - ED O01 W w V TReHCH Di e28.44 w I_ L (� TRENcx oRnm e28.e5 (7 T --- L -ao , UTILITY NOTES 1. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS r TO THE SANITARY SEWER SYSTEM ARE PROHIBITED. 2. SANITARY SEWER PIPE AND FOTINGS MAY BE EITHER PVC THAT CONFORMS 1 ASIM D-3034, STIR 35 WITH A MINIMUM CELL CLASSIFICATION OF 1245E-13, OR REINFORCED CONCRETE PIPE CLASS III, N. OR V IN ACCORDANCE WITH as N N 3 � O O � 7 z N O U C N CD N N a la mM R N p N ^ y x v ^ a F W a 00 J ASTM C-76, OR DUCTILE IRON PIPE CONFORMING TO ANSI SPECIFICATIONS A21.51 AND AWWA C-151, OR HIGH DENSITY POLYETHYLENE PIPE O 1 CONFORMING TO ASTM-3350 CELL CLASS P.E. 374E 33C. O 3. CONSTRUCTION SHALL NOT COMMENCE UNTIL AN IMPROVEMENT LOCATION PERMIT HAS BEEN OBTAINED. 4. WATER MAINS CROSSING ANY AND ALL SEWERS SHALL RAVE A MINIMUM VERTICAL SEPARATION OF 18' BETWEEN THE OUTSIDE OF THE WATER MAIN ( PIPE AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF THE CROSSING SUCH THAT BOTH JOINTS WILL BE EQUIDISTANT AND AS FAR AWAY FROM THE SEWER AS POSSIBLE IF WATER UNE(S) CROSS BELOW SANITARY SEWER LINE(5), SEWER LINE MUST BI CONSTRUCTED OF EITHER DIICTLE IRON PIPING OR OF 200 psi PVC (SDR-21 OR EQUIVALENT) FOR THAT PARTICULAR SPAN. 5. EXISTING UNDERGROUND UTILITES ME SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION J OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE I UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN ACCURATE FIELD .. LOCATIONS OF EXISTING UNDERGROUND UTILITIES, THE CONTRACTOR SHALL �_ I NOTIFY THE FOLLOWING FORTY-EIGHT (48) HOURS IN ADVANCE: INDIANA UNDERGROUND CABLE LOCATION 1-800-382-5544. C 8. ALL STORM AND SANITARY SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE Z WITH CITY OF CAMEL STANDARDS AND SPECIFICATIONS. UJ 7. FIELD 11LE ENCOUNTERED SMALL BE REPLACED AND/OR CONNECTED TO THE Z C ; STORM SEWER SYSTEM. LU 8. GRANULAR BACKRLL IS REQUIRED FOR ALL PIPE UNDER PAVEMENT AND Mi j WITHIN 5 FEET OF PAVEMENT. U 0 /) 9. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL V / J I AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY. CITY OR LOCAL AGENCY. THE MOUNT. LOCATION O W I AND SIZE SHALL BE PER DIRECTION OF AGENCY. 10. ALL SANITARY LATERALS SHALL BE 6' SDR-35 PVC O 1.00% MINIMUM SLOPE Li W ALL LATERALS SHALL MAINTAIN A MINIMUM OF 3' OF COVER FROM FINISHED GRADE TO TOP OF PIPE. Q LU j 11. ALL WATER MAIN/STRUCTURE CONSTRUCTION SHALL BE PERFORMED IN = J I ACCORDANCE WITH CAMEL WATER STANDARD SPECIFICATIONS AND REQUIREMENTS, INCLUDING AS-BUILTS PROVIDED AT COMPLETION. WC I IZ ALL WATER MAIN BENDS, ELBOWS, TEES, VALVES AND HYDRANTS SHALL HAVE PROPER THRUST BLOCKING. C L 13. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTLIIIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. _ v 14. SEE SHEET C101 FOR EXISTING STORM SEWER AND SANITARY STRUCTURE INFORMATION. 15. ALL STORM SEWERS WITHIN PUBUC RIGHT-OF-WAY SHALL BE REINFORCED CONCRETE PIPE. CW C a � Z 0 a Z ImI- J w Z �a a J a I- -o C401 E 3 0 9 C 7 n E F: K 2 K Q Co 75 3 Do V O rn v C m E U N 2 o a a` BUILDING CODES REFERENCED 2014 INDIANA BUILDING CODE (2012 IBC, 1ST PRINTING) 2012 INDIANA PLUMBING CODE 2014 INDIANA MECHANICAL CODE (2012 IMC, 1ST PRINTING) 2014 INDIANA FIRE CODE (2012 IFC, 1ST PRINTING) 2009 INDIANA ELECTRICAL CODE (NFPA 70-2008) ASHRAE 90.1-2007 EDITION ANSI At 17.1-2009 DESCRIPTION WOOD FRAMED CONSTRUCTION WITH A COMBINATION OF MASONRY, CEMENT FIBERBOARD AND EXTERIOR INSULATED FINISH SYSTEM. STEEL FRAMED CONSTRUCTION WITH SPRAY -APPLIED FIRE -PROOFING ON FIRST FLOOR NORTH END. TYPE R-2 PRIMARY OCCUPANCY TYPE V-A CONSTRUCTION FOUR STORY APARTMENT BUILDING BUILDING AREA BUILDING 2 FIRST FLOOR- 19,465 GSF SECOND FLOOR- 19,465 GSF THIRD FLOOR- 19,465 GSF FOURTH FLOOR- 6,597 GSF TOTAL- 64,992 GSF RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Inca) Codes City of Carmel �VTI�\9ww711PlAL DATE: 10/31/19 RESIDENTIAL 761 R-2 11200 4 1 AUTOMATIC FIRE SUPPRESSION SYSTEM BUILDING IS REQUIRED TO HAVE AND IS PROVIDED THROUGHOUT WITH AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13R AND IBC 903.3.1.2. FIRE EXTINGUISHERS FIRE EXTINGUISHER CABINETS AT 75' MAX TRAVEL. FIRE ALARM SYSTEM COMPLETE FIRE ALARM SYSTEM REQUIRED AND PROVIDED IN ACCORDANCE WITH NFPA 72 AND IBC. PROVIDE VISUAL NOTIFICATION (STROBES) IN ACCESSIBLE UNITS IN ACCORDANCE WITH NFPA 72. CODE DATA -INTERNATIONAL BUILDING CODE OCCUPANCYGROUP SECTION 310.3 OCCUPANCY R2 OCCUPANCY; (RESIDENTIAL, APARTMENT) M MERCANTILE (RETAIL) B BUSINESS (OFFICES) SEPARATED MIXED USE PER IBC 508; OCCUPANCY SEPARATIONS INDICATED ON FLOOR PLAN SECTION 510- SPECIAL PROVISIONS HORIZONTAL SEPARATIONS MUST COMPLY WITH THE FOLLOWING: 3-HR FIRE RESISTANCE RATING THE BUILDING BELOW IS NOT GREATER THAN ONE STORY ABOVE GRADE • THE BUILDING BELOW IS OF TYPE 1A CONSTRUCTION ANY SHAFT, STAIRWAYS, RAMP, OR ESCALATOR MUST BE IN A2-HOUR RATED ENCLOSURE • THE BUILDING BELOW IS PROTECTED BY AN AUTOMATIC FIRE SPRINKLER SYSTEM, PER NFPA 13 SECTION 510.9 MULTIPLE BUILDINGS ABOVE A HORIZONTAL ASSEMBLY SHALL BE REGARDED AS SEPARATE BUILDINGS. I I I I RESIDENTIAL `1aNaNB>_ 74' - 0" `--------- SECOND F SCALE : 3/32" = V-0" EXIT 6 0.2" 6 170 34" EXIT 5 0,2„ 15 70 34" BUILDING 2 EQUIPPED WITH NFPA 13R SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.2 TABLE 601 CONSTRUCTION TYPE: V-A SECTION 708 FIRE BLOCKING REQUIRED SECTION 718.3.2 DRAFTSTOPPING REQUIRED IN FLOORS, AT EVERY SLEEPING UNIT SECTION 718.4.2 DRAFTSTOPPING IN ATTICS: REQUIRED, EVERY 3,000 SF SECTION 903.2.8 GROUP R- AUTOMATIC SPRINKLER SYSTEM NFPA 13R REQUIRED. SECTION 1009 STAIRWAYS- EXCEPTIONS TAKEN SEE DRAWING NOTES SECTION 1023 STAIRWAY$- ENCLOSURE MINIMUM OF 2HR RATING SECTION SMOKEPROOF ENCLOSURES- NOT REQ. WHERE TOP FLOOR IS 1023.11 LESSTHAN 75 FT ABOVE FIRE DEPARTMENT ACCESS. (FLOOR LEVEL OF FOURTH FLOOR IS 37'-0" CONCEALED SPACES IBC 718 AND NFPA 13 A. FIREBLOCKING: REQUIRED, BOTH VERTICAL AND HORIZONTAL 10' INTERVALS BEHIND TRIM FINISHES. FIRE BLOCKING SHALL CONSIST OF ONE OF THE FOLLOWING: APPROVED NONCOMBUSTIBLE MAT 2" OR (2) 1" LUMBER W/BROKEN LAP JOINTS, 1 23= WOOD STRUCTURAL PANEL W/JOINTS BACKED BY 23/32" STRUCTURAL PANEL OR 2X LUMBER. B. DRAFTSTOPPING IN FLOORS: PER IBC 718.3. C. DRAFTSTOPPING IN ATTIC: PER IBC 718.4.2. PENETRATIONS THROUGH FIRE RATED ASSEMBLIES A. REFER TO SECTION 714 EXIT SIGNS & EMERGENCY LIGHTING EXIT SIGNS PROVIDED PER IBC 1013, INTERNAL BATTERY BACKUP. FLOOR -LEVEL EXITS SIGNS PROVIDED PER IBC 1013.2. MEANS OF EGRESS ILLUMINATION AND EMERGENCY LIGHTING PROVIDED PER IBC 1008. ELEVATOR REQUIRED TO MEET ASME A17.1 `dIL DRESIDENTIAL MEANS OF EGRESS BUILDING 2 REQUIREMENT REQUIRED PROVIDED NUMBER OF EXITS 2 PER FLOOR 2 PER FLOOR STAIR WIDTH 44"MIN 48. WIDTH PROVIDED CORRIDOR WIDTH 44"MIN 60"MIN EGRESS DOOR SIZE 32"MIN 32"MIN PROVIDED TABULAR OCCUPANT LOAD, BUILDING 2 (IBC 1004.1.2) FLOOR OCC. TYPE AREA (SF) FACTOR (SF/PERSON) OCC. LOAD (PERSONS) FIRST BUSINESS 5,270$F 1/100 GROS$ 53 RESIDENTIAL 10,978$F 1/200 GROS$ 55 MERCANTILE 1,805 SF 1/60 GROSS 31 MECHANICAL 41SF 1/300 GROSS 1 SECOND RESIDENTIAL 18,978 SF 1/200 GROSS 95 STORAGE 25 SF 1/300 GROSS 1 MECHANICAL 41SF 1/300 GROSS 1 THIRD RESIDENTIAL 18,565 SF 1/200 GROSS 93 STORAGE 25$F 1/300 GROSS 1 MECHANICAL 41$F 1/300 GROW 1 FOURTH RESIDENTIAL 5,970 SF 1/200 GROSS 30 BUILDING TOTAL 362 a:lxymyama� 1� _ 11©a r� It J/ l�WIN on- 71, 167'-0' FIRE RESISTIVE RATINGS ( TABLE 601 ) STRUCTURAL ELEMENT F.R. RATING F.R. RATING DESIGN NUMBER PER CODE PER DESIGN STRUCTURALFRAME FLOOR& BEAM 1 HOUR 1 HOUR U.L. #D902 COLUMNS 1 HOUR 1 HOUR U.L #X752 & X829 BEARING WALLS IV -A) EXT. WALLS R2 ( ) 1 HOUR 1 HOUR U.L#U356 INT. WALLS 1 HOUR 1 HOUR U.L#U305 CORRIDOR WALLS (R2) 30 MIN 1 HOUR U.L #U311 OPENING PROTECTION 20 MIN 20 MIN --- GUESTROOM SEPARATION 1 HOUR 1 HOUR U.L#U311 OPENING PROTECTION 45 MIN 60 MIN STAIR (INT. WALLS) 2 HOUR 2 HOUR U.L.#U301 STAIR EXT. WALLS) 1 HOUR 1 HOUR U.L#U356 OPENING PROTECTION 90 MIN 90 MIN --- ELEVATORS 2 HOUR 2 HOUR U.L #U906 OPENING PROTECTION 90 MIN 90 MIN CEILING $TORAGER4ECH 1 HOUR 1 HOUR U.L #U305 FLOOR - CEILING 1HOUR 1HOUR LLL#L521 ROOF - CEILING@STAIR - - --- ROOF-CEILING 1 HOUR 1 HOUR U.L.#P522 SHAFT 1 HOUR 1 HOUR U.L#U305 0.2" rl MM I� ' INN aa M. �"Tr�INIGNE SIV 0.3" mow! I Oil ING all ING MEMO �� ®� G� E :III iv0� ®©o ®©o ®oo US d ©0 STAIRS EXR 8 0.3" 42 0'2„ 42 160 48" 170 34" R LIFE SAF STAIR B 0.3' 41 60 48" EXIT 4 0.2" 25 70 34" FIRST FLOOR LIFE SAFETY PLAN D= TOTAL R-2 OCCUPANT LOAD = EXIT 3 0.2" 24 340 68" STAIR A 0.3" 41 160 48" �_ ® pp III , LIFE SAFETY LEGEND EGRESS ELEMENT SPACE AREA OCCUPANTS SERVED (REQUIRED) SI SS FUNCTION OF SPACE EGRESS W IDTH (REQUIRED) EGRESS W IDTH (PROVIDED) OCCUPANTS SERVED (PROVIDED) REQUIRED ELEMENT WIDTH —�—�— 1 HOUR RATED FIRE BARRIER RESIDENTIAL f3j 1356 R-2 vzoo 7 1 I� RESIDENTIAL fn��J JJJ 1356 R-2 11200 7 1 EXIT 7 0.2" 41 no 3a° 2 HOUR RATED • • • FIRE BARRIER EXIT EXIT SIGN - SEE ELECTRICAL EXIT 1 0,2" 27 66" BU NE 6000 SF B OCCUPANCY 1 / 100 60 2 CLASSIFICATION NUMBER OF REQUIRED EXITS NUMBER OF OCCUPANTS REQUIRED S.F. PER OCCUPANT TRAVEL r DENOTES EXIT DISTANCE I ROUTE ON L_ START DENOTES EXIT POINT DISCHARGE SEMI -RECESSED PORTABLE FIRE FEC EXTINGUISHER CABINET WITH aff PORTABLE FIRE EXTINGUISHER PER NFPA 72 AS SELECTED BY LOCAL FIRE MARSHALL. REFER TO DETAIL 10/A-602. FE WALL MOUNTED PORTABLE FIRE EXTINGUISHER PER NFPA 72 AS SELECTED BY LOCAL FIRE MARSHALL. W 9`�—_" ULPEPT ARCH ITECTURE t.G I NFER ING I GEOGPATiAL 7635 Interactive Way Suite 100 Indianapolis, IN C 46278 317.299.7500 FAX: 317.291.5805 �7 ILE u �y L n�I W Q 0 E J •� J �^1 W � IU F= U) 0 0 c I..LEm N U� `omc (1)W C Fo c c 4) N NE v U m G U /\Issuances: esv nesaaenan DAM 0 Issued For Building 2 Review 10/05/18 1 ASI#4 12/21/18 2 Issued For Building 2Permit 05L01/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: FIRST AND SECOND FLOOR LIFE SAFETY PLAN LS2=101 E 3 0 5 7 0 LIFE SAFETY LEGEND 9 2 D_ F: 00 2 Q N m 75 3 DO CID O m v C m E 0 .E 0 N 0- BUILDING CODES REFERENCED 2014 INDIANA BUILDING CODE (2012 IBC, 1 ST PRINTING) 2012 INDIANA PLUMBING CODE 2014 INDIANA MECHANICAL CODE (2012 IMC, 1ST PRINTING) 2014 INDIANA FIRE CODE (20121FC, 1ST PRINTING) 2009 INDIANA ELECTRICAL CODE (NFPA 70-2008) ASHRAE 90.1-2007 EDITION ANSI At 17.1-2009 DESCRIPTION WOOD FRAMED CONSTRUCTION WITH A COMBINATION OF MASONRY, CEMENT FIBER BOARD AND EXTERIOR INSULATED FINISH SYSTEM. STEEL FRAMED CONSTRUCTION WITH SPRAY -APPLIED FIRE -PROOFING ON FIRST FLOOR NORTH END. TYPE R-2 PRIMARY OCCUPANCY TYPE V-A CONSTRUCTION FOUR STORYAPARTMENT BUILDING BUILDING AREA BUILDING 2 FIRST FLOOR- 19,465 GSF SECOND FLOOR- 19,465 GSF THIRD FLOOR- 19.465 GSF FOURTH FLOOR- 6,597 GSF TOTAL- 64,992 GSF RELEASED FOR CONSTRUCTION AUTOMATIC FIRE SUPPRESSION SYSTEM BUILDING IS REQUIRED TO HAVE AND IS PROVIDED THROUGHOUT WITH AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13R AND IBC 903.3.1.2. FIRE EXTINGUISHERS FIRE EXTINGUISHER CABINETS AT 75' MAX TRAVEL. FIRE ALARM SYSTEM COMPLETE FIRE ALARM SYSTEM REQUIRED AND PROVIDED IN ACCORDANCE WITH NFPA 72 AND IBC. PROVIDE VISUAL NOTIFICATION (STROBES) IN ACCESSIBLE UNITS IN ACCORDANCE WITH NFPA 72. CODE DATA -INTERNATIONAL BUILDING CODE OCCUPANCYGROUP SECTION 310.3 OCCUPANCY R2 OCCUPANCY; (RESIDENTIAL, APARTMENT) M MERCANTILE (RETAIL) B BUSINESS (OFFICES) SEPARATED MIXED USE PER IBC 508; OCCUPANCY SEPARATIONS INDICATED ON FLOOR PLAN SECTION 510. SPECIAL PROVISIONS HORIZONTAL SEPARATIONS MUST COMPLY WITH THE FOLLOWING: 3-HR FIRE RESISTANCE RATING • THE BUILDING BELOW IS NOT GREATER THAN ONE STORY ABOVE GRADE • THE BUILDING BELOW IS OF TYPE 1A CONSTRUCTION • ANY SHAFT, STAIRWAYS, RAMP, OR ESCALATOR MUST BE IN A 2-HOUR RATED ENCLOSURE • THE BUILDING BELOW IS PROTECTED BY AN AUTOMATIC FIRE SPRINKLER SYSTEM, PER NFPA 13 SECTION 510.9 MULTIPLE BUILDINGS ABOVE A HORIZONTAL ASSEMBLY SHALL BE REGARDED AS SEPARATE BUILDINGS. BUILDING 2 EQUIPPED WITH NFPA 13R SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.2 TABLE 601 CONSTRUCTION TYPE: V-A SECTION 708 FIRE BLOCKING REQUIRED SECTION 718.3.2 DRAFTSTOPPING REQUIRED IN FLOORS, AT EVERY SLEEPING UNIT SECTION 718.4.2 DRAFTSTOPPING IN ATTICS: REQUIRED, EVERY 3,000 SFQ SECTION 903.2.8 GROUP R- AUTOMATIC SPRINKLER SYSTEM NFPA I3R REQUIRED. SECTION 1009 STAIRWAYS- EXCEPTIONS TAKEN, SEE DRAWING NOTES SECTION 1023 STAIRWAYS- ENCLOSURE MINIMUM OF 2HR RATING SECTION SMOKEPROOF ENCLOSURES- NOT REQ. WHERE TOP FLOOR IS 1023.11 LESS THAN 75 FT ABOVE FIRE DEPARTMENT ACCESS. (FLOOR LEVEL OF FOURTH FLOOR IS 37'-D" CONCEALED SPACES IBC 718 AND NFPA 13 A. FIREBLOCKING: REQUIRED, BOTH VERTICAL AND HORIZONTAL 10' INTERVALS BEHIND TRIM FINISHES. FIRE BLOCKING SHALL CONSIST OF ONE OF THE FOLLOWING: APPROVED NONCOMBUSTIBLE MAT 2" OR (2) 1" LUMBER W/BROKEN LAP JOINTS, 1 23/'32" WOOD STRUCTURAL PANEL W/JOINTS BACKED BY 23/32" STRUCTURAL PANEL OR 2X LUMBER. B. DRAFTSTOPPING IN FLOORS: PER IBC 718.3. C. DRAFTSTOPPING IN ATTIC: PER IBC 718.4.2. PENETRATIONS THROUGH FIRE RATED ASSEMBLIES A. REFER TO SECTION 714 EXIT SIGNS & EMERGENCY LIGHTING EXIT SIGNS PROVIDED PER IBC 1013, INTERNAL BATTERY BACKUP. FLOOR -LEVEL EXITS SIGNS PROVIDED PER IBC 1013.2. MEANS OF EGRESS ILLUMINATION AND EMERGENCY LIGHTING PROVIDED PER IBC 1008. ELEVATOR REQUIRED TO MEET ASME A17.1 FOURTH FLOOR LIFE SAFETY PLAN SCALE : T32" - V-O" Subject to compliance with all regulations 3CALE: 3(32"=l'-O" of State and Local Codes City of Carmel STAIR B EXIT 8 0.3" 0'2pp U 160 48" 170 34" R LIFE SAFETY PLAN BUILDING HEIGHT AND AREA BUILDINGS 2 REQUIREMENT ALLOWABLE ACTUAL NO. OF STORIES -SECTION 504.2 4 STORIES W SPRINKLER 4 STORIES W SPRINKLER AREA -SECTION 506.2 21,000 SF PER FLOOR 19,465 SF PER FLOOR MAX SECTION 504.2 60' W SPRINKLER 48'-0" CORRIDOR WIDTH 44"MIN 60" MIN EGRESS DOOR SIZE 32" MIN 32" MIN PROVIDED MEANS OF EGRESS BUILDING 2 REQUIREMENT REQUIRED PROVIDED NUMBER OF EXITS 2 PER FLOOR 2 PER FLOOR STAIR WIDTH 440MIN 48"WIDTH PROVIDED CORRIDOR WIDTH 440MIN 60"MIN EGRESS DOOR SIZE 32" MIN 32" MIN PROVIDED TABULAR OCCUPANT LOAD, BUILDING 2 (IBC 1004.1.2) FLOOR OCC. TYPE AREA(SF) FACTOR (SF/PERSON) OCC.LOAD (PERSONS) FIRST BUSINESS 5,270 SF 1/100 GROSS 53 RESIDENTIAL 10.978 SF 1/200 GROSS 55 MERCANTILE 1,805 SF 1/60 GROSS 31 MECHANICAL 41SF 1/300 GROSS 1 SECOND RESIDENTIAL 18.978 SF 11200 GROSS 95 STORAGE 25SF MOO GROSS 1 MECHANICAL 41SF 1/300 GROSS 1 THIRD RESIDENTIAL 18,565 SF 1/200 GROSS 93 STORAGE 25 SF 1/300 GROSS 1 MECHANICAL 41SF 1/300 GROSS 1 FOURTH RESIDENTIAL 5,970 SF 1/200 GROSS 30 BUILDING TOTAL 362 FIRE RESISTIVE RATINGS TABLE 601 STRUCTURAL ELEMENT F.R. RATING F.R. RATING DESIGN NUMBER PER CODE PER DESIGN STRUCTURALFRAME FLOOR&BEAM 1HOUR 1HOUR U.L.#D902 COLUMNS 1HOUR 1HOUR U.L. #X752 & M29 BEARING WALLS (V-A) EXT. WALLS (R2) 1HOUR 1HOUR U.L. #U356 INT. WALLS 1HOUR 1HOUR U.L. #U305 CORRIDOR WALLS (112) 30 MIN 1HOUR U.L. #U311 OPENING PROTECTION 20 MIN 20 MIN GUESTROOM SEPARATION 1HOUR 1HOUR U.L.#U311 OPENING PROTECTION 45 MIN 60 MIN STAIR (INT. WALLS) 2 HOUR 2 HOUR U.L. #U301 STAIR (EXT. WALLS) 1HOUR 1HOUR U.L. #U356 OPENING PROTECTION 90 MIN 90 MIN ELEVATORS 2 HOUR 2 HOUR U.L. #U906 OPENING PROTECTION 90 MIN 90 MIN --- CEILING - - --- STORAGEM1ECH 1 HOUR 1 HOUR U.L. #U305 FLOOR -CEILING 1HOUR IHOUR U.L.#L521 ROOF - CEILING @ STAIR ROOF -CEILING 1HOUR 1HOUR U.L.#P522 SHAFT 1HOUR 1HOUR U.L. #U305 STAIR A 0.31113 16O 48" STAIR C 0.3" 2 160 48" NON -RATED, 2012 IBC SECTION 1009.3, EXCEPTION 1 STAIR C 0.3' 12 160 48" NON -RATED, 2012 IBC SECTION 1009.3, EXCEPTION 1 11 EGRESS ELEMENT ACTUAL OCCUPANTS PERSONS ACTUAL CLEAR WIDTH (PROVIDED) EGRESS CAPACITY (PERSONS) CAPACITY FACTOR —..---- 2HOUR RATED FIRE BARRIER 1 HOUR RATED �0�*iIIIIIIIi FIRE BARRIER EXIT EXIT SIGN - SEE ELECTRICAL SPACE AREA FUNCTION OF SPACE BUSINESS 6000 SF B OCCUPANCY 1 t 100 60 2 CLASSIFICATION NUMBER OF REQUIRED EXITS NUMBER OF OCCUPANTS REQUIRED S.F. PER OCCUPANT ♦_________ COMMON PATH OF TRAVEL TRAVEL DENOTES EXIT DISTANCE ROUTE 100'-6" L START DENOTES EXIT POINT DISCHARGE SEMI -RECESSED PORTABLE FIRE FEC EXTINGUISHER CABINET WITH PORTABLE FIRE EXTINGUISHER PER NFPA 72 AS SELECTED BY LOCAL FIRE MARSHALL. REFER TO DETAIL 10/A-602. FE WALL MOUNTED PORTABLE FIRE EXTINGUISHER PER NFPA 72 AS SELECTED BY LOCAL FIRE MARSHALL. WOULPERT AACHITEULME ENG I NEERINGjGEOSPATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 �7 IND [e] uj U J J 0 Cape N Eo `mv � U � C: `om c o c U N N w E v m � U Qlssuances: REv DESM"ON Mrs 0 Issued For Building 2 Review 1005/18 1 ASI#4 12/21/18 2 Issued For Building 2Permit 05/01/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: THIRD AND FOURTH FLOOR LIFE SAFETY PLANS LS2=102 DATE: 10/31/19 u I 3 W 5 9 7 ii W 2 D_ N m IY X W N C1 0 .5 LO a 9 W E 3 E 8 Q (_ GENERAL NOTES: ALL CONSTRUCTION SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE 2012 AS AMENDED BY THE 2014 INDIANA BUILDING CODE. THE STRUCTURAL ENGINEERS OF RECORD ARE RESPONSIBLE FOR THE ADEQUACY OF THE STRUCTURAL DESIGN AS SHOWN IN THE CONTRACT DOCUMENTS WHICH DEPICT THE STRUCTURE IN ITS COMPLETED FORM. THE STRUCTURE IS DESIGNED TO BE CAPABLE OF WITHSTANDING CODE PRESCRIBED DESIGN FORCES AND FULLY STABLE WHEN THE STRUCTURE IS FULLY CONSTRUCTED (I.E., FULLY BUILT). IT IS SOLELY THE RESPONSIBILITY OF OTHERS TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AS WELL AS TO PROVIDE FOR THE SAFETY OF THE STRUCTURE AND ITS COMPONENTS PARTS DURING ERECTION. THIS INCLUDES THE ADDITION OF SHORING, SHEETING, TEMPORARY BRACING, GUYS, TIE DOWNS, OR DEWATERING WHICH MIGHT BE NECESSARY. SUCH MATERIAL SHALL REMAIN THE CONTRACTOR'S PROPERTY AFTER THE COMPLETION OF THE PROJECT. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DRAWING DIMENSIONS AND CRITICAL DIMENSIONS OF EXISTING STRUCTURE PRIOR TO WORK OR FABRICATION. ANY CONFLICTS OR DISCREPANCIES FOUND IN THE DRAWINGS OR SITE CONDITIONS SHALL BE PROMPTLY REPORTED TO TH E ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL SAFETY STANDARDS DESIGN IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2012 AND 2014 INDIANA BUILDING CODE SPECIFICATIONS. LIVE LOADS: RESIDENTIAL FLOOR LOAD: 40 PSF PARTITION ALLOWANCE (LL <- 80 PSF) 15 PSF RESIDENTIAL PUBLIC CORRIDORS: 100 PSF (NR) ASSEMBLY AREAS: 100 PSF (NR) BALCONIES: 60 PSF ROOFLOAD: 20 PSF LIVE LOADS ARE REDUCED AS PERMITTED PER CODE FOR BEAMS AND COLUMNS. (NR) INDICATES LIVE LOADS THAT ARE NOT REDUCED. CEILING AND MECHANICAL ALLOWANCE 10PSF SNOW LOADS: GROUND SNOW LOAD (po): 20 PSF FLAT -ROOF SNOW LOAD (q): 20 PSF SNOW LOAD IMPORTANCE FACTOR (6): 1.0 THERMAL FACTOR(CJ: 1.0 WIND DESIGN DATA: BASIC WIND SPEED (3-SECOND GUST): 115 MPH WIND IMPORTANCE FACTOR (6): 1.0 RISK CATEGORY: II WIND EXPOSURE: B INTERNAL PRESSURE COEFFICIENT (GC#): 0.18 COMPONENTS & CLADDING: THE COMPONENTS & CLADDING (C&C) WIND PRESSURES SHOWN ASSUME A MEAN ROOF HEIGHT OF 48'-8" ABOVE FINISHED FLOOR ELEVATION. ALL COMPONENTS SHALL BE DESIGNED TO RESIST THE PROVIDED PRESSURES, WHICH SHALL BE CLEARLY DEFINED ON ALL SHOP DRAWINGS. REFER TO WIND ZONE DIAGRAM FOR ZONE LOCATIONS. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM SURFACES, RESPECTIVELY. THE COMPONENTS & CLADDING WIND ZONE DIAGRAM IS GENERALIZED TO SHOW ALL POSSIBLE CONDITIONS. THE DIAGRAM SHAPE MAY NOT MATCH THE SPECIFIC LAYOUT FOR THIS PROJECT. A - T43" INTERNAL PRESSURE COEFFICIENT = 20.18 WIND PRESSURES SHOWN ARE STRENGTH/STRESS LEVEL. PPARAAP�ET WIIND �D�PRESSURE FOR CORNERS SHALL BE 102 PSF AND FOR INTERIOR SHALL BE 77 PSF. IN u Uk 71 ,. WIND ZONE DIAGRAM EARTHQUAKE DESIGN DATA: COMPONENTS &CLADDING WIND PRESSURES Zane EffeNve Wind Area (sq ft) Max. x + K Pressure (Psf) MaxVE ax Pressure (Psfl 1-Roof Interior 10 12 -29 1-Rooflnterior 100 10 -27 1-Roof Interior 2590 10 -27 2-Roof Edge 10 10 -49 2-Roof Edge 100 10 -32 2-Roof Edge 2500 17 -32 3-Roof Comer I 10 1 12 -74 3-Roof Comer 100 10 -32 3-Roof Comer >_500 10 -32 4-Wall Interior 10 30 -32 4-Wall Interior 100 30 -28 4-Walllntenar 2500 22 -25 5-Wall Edge 10 30 -39 5-Wall Edge 100 30 -31 5-Wall Edge 2500 22 -25 SEISMIC IMPORTANCE FACTOR (6): 1.0 RISK CATEGORY: II SITE CLASS: C MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss: 0.147 S{ 0.082 SPECTRAL RESPONSE COEFFICIENTS: Sus: 0.118 Sol: 0.093 SEISMIC DESIGN CATEGORY: B BASIC SEISMIC -FORCE -RESISTING SYSTEMS: STEELPORTION: MOMENT FRAMES -STEEL SYSTEMS NOT SPECIFICALLY DESIGNED FOR SEISMIC RESISTANCE WOOD PORTION: LIGHT -FRAME (WOOD) WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE. DESIGN BASE SHEAR (V): 184 KIPS SEISMIC RESPONSE COEFFICIENTS (C.): 0.039 (STEEL PORTION), 0.018 (WOOD PORTION) RESPONSE MODIFICATION FACTORS (R): 3 (STEEL PORTION), 6.5 (UPPER SYSTEM) ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE, LINEAR ELASTIC STATIC ANALYSIS SHOP DRAWINGS: THE CONTRACTOR SHALL REVIEW, STAMP WITH THEIR APPROVAL, DATE AND SIGN ALL SHOP DRAWINGS REQUIRED BYTHE CONTRACT DRAWINGS PRIOR TO SUBMITTAL TO THE ENGINEER. AT THE TIME OF SUBMISSION, THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING OF ANY DEVIATION IN THE SHOP DRAWINGS FROM THE REQUIREMENTS OF THE CONTRACT DRAWINGS. AS MINIMUM, SHOP DRAWINGS SHALL BE SUBMITTED FOR THE FOLLOWING: STRUCTURALSTEEL STEEL DECKING OPEN WEB WOOD TRUSSES STRUCTURAL STEEL: MATERIALS: PLATES, ANGLES ASTM A36 C BEAMS ASTM A992, MIN YIELD POINT = 50 KSI WIDE FLANGE BEAMS ASTM A992, MIN YIELD POINT = 50 KSI TUBE SHAPES (HSS) ASTM A500, GRADE C OR ASTM A1085 BOLTS ASTM F3125, GRADE A325 NUTS ASTM A563, GRADE DH HARDENED WASHERS ASTM F436 TENSION INDICATOR WASHERS ASTM F959, TYPE A325 ANCHOR BOLTS ASTM F1554, GRADE 36 (U.N.O.) WELD FILLER METAL MINIMUM TENSILE STRENGTH 70 KSI MINIMUM YIELD STRENGTH 58 KSI ELONGATION 22% MINIMUM SHOP PAINT ALL NEW STRUCTURAL, MISCELLANEOUS AND EMBEDDED STEEL, EXCEPT THOSE SURFACES IN CONTACT WITH CONCRETE, WITH ONE COAT OF APPROVED PRIMER. ANY SCARRED AREAS SHALL BE TOUCHED UP WITH THE SAME PAINT AFTER ERECTION. ALL BOLTED CONNECTIONS SHALL BE SNUG -TIGHTENED JOINTS UNLESS NOTED OTHERWISE. PROVIDE MECHANISM TO PREVENT NUTS IN SNUG -TIGHT JOINTS FROM BECOMING LOOSE (LOCK NUTS, LOCK WASHERS, JAM NUTS, BURRING THREADS AFTER INSTALLATION, ETC). ALL ANCHOR BOLT NUTS SHALL BE INSTALLED AS "SNUG TIGHT". PROVIDE LOCK WASHER, BURR THREADS, DOUBLE NUT, OR TACK WELD TO PREVENT NUT FROM BECOMING LOOSE. THE CONTRACTOR IS RESPONSIBLE FOR SETTING ALL ANCHOR BOLTS AND EMBEDDED ITEMS ACCURATELY AND ENSURING THEYARE NOT DAMAGED DURING CONSTRUCTION. COSTS ASSOCIATED WITH REDESIGN DUE TO IMPROPERLY PLACED OR DAMAGED ANCHOR BOLTS OR EMBEDDED ITEMS SHALL BE ASSUMED BY THE CONTRACTOR. STEEL CONSTRUCTION SHALL CONFORM TO AISC 303-10. PROVIDE WASHERS WHEN REQUIRED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC) "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS" RELEASED FOR CONSTRUCTION G TING OF OR STRUCTURA NOTED. L STEEL MEMBERS FOR THE WORK OF OTHER TRADES WITHOUT THE INEERSubject to compliance with all regulations tM TO AWS DI.1. of State and Local Codes City of Carried 1 G TO ASTM C1107 WH EN G ROUT IS SP ECIF IED ON TH E DRAWINGS. STEEL DECK: STEEL DECK SHALL BE OF THE SIZE AND TYPE NOTED ON THE PLANS. ALL STEEL DECKING SHALL CONFORM TO ANSI/SDI RD-2010 STANDARDS. STEEL DECKING SHALL BE GALVANIZED PER ASTM A653, G60 UNLESS NOTED OTHERWISE. MINIMUM DECK GAGES ARE SHOWN ON THE PLANS AND ARE BASED ON 3-SPAN, UNSHORED CONDITIONS. SHORING OR HEAVIER DECK MAYBE REQUIRED FOR OTHER CONDITIONS, DEPENDING ON THE MANUFACTURER'S AND CONTRACTOR'S LAYOUT. THE DECK SUPPLIER SHALL CONFIRM THE DECK SIZE FOR THE ACTUAL LAYOUT AND PROVIDE THE ENGINEER OF RECORD WITH ENGINEERING CALCULATIONS OR PUBLISHED MANUFACTURER'S DATA VERIFYING THE SPECIFIED DECK REQUIREMENTS. PROVIDE ENGINEERED AND CHECKED SHOP DRAWINGS INDICATING LOCATION, GAGE, AND SIZE OF EACH PIECE OF DECKING. THE DRAWINGS SHALL CLEARLY SHOW WELDING DETAILS TO STRUCTURAL FRAMING AND SIDE LAP CONNECTION DETAILS. WHEREVER POSSIBLE THE METAL DECK SHALL BE CONTINUOUS OVER ALL SPANS IN THE DIRECTION INDICATED. ALL STEEL DECKING SHALL BE WELDED AT 6INCHES MAXIMUM ON CENTER TO THE SUPPORTING STEEL WITH 5/8 INCH EFFECTIVE DIAMETER PUDDLE WELDS. ALTERNATIVELY, DECKING MAY BE ATTACHED TO EACH SUPPORT WITH H ILITI X-EDNI 19 FASTENERS (OR APPROVED EQUAL) AT 6 INCHES ON CENTER. SIDELAP SEAMS SHALL BE CONNECTED WITH (3) #10- 16 3/4" HWH TEK SCREWS (OR APPROVED EQUAL), EQUALLY SPACED BETWEEN EACH SUPPORTING BEAM. MASONRY VENEER LINTEL SUPPORT: THE STEEL FABRICATOR SHALL SUPPLY LOOSE LINTEL ANGLES OVERALL BRICK MASONRY OPENINGS AND RECESSES FOR BRICK VENEER. PROVIDE ANGLE SIZE AND BEARING LENGTH, EACH END PER THE SCHEDULE BELOW: OPENING WIDTH ANGLE SIZE BEARING LENGTH FACE OF BRICK SETBACK T-1"AND LESS L3'h X 3 % X 5/16 8" 3/4" >T-VTO 4'4' L5 X3 hX 5116 LLV 8" 3/4" > 5'-9" TO 7-0" L 6 X 4 X 5116 LLV 8" 314" > 7'41" TO 8-9" L 7 X4 X 3r8 LLV 8" 7/8" > 8'-7" TO 11-5" L 8 X 4 X h LLV 8" 7/8" ALL STEEL MASONRY VENEER SUPPORT ANGLES (OR OTHER SPECIFIED STEEL SECTIONS) SHALL BE GALVANIZED UNLESS NOTED OTHERWISE. ROUGH CARPENTRY SEE SPECIFICATIONS FOR MATERIALS, CONSTRUCTION AND INSTALLATIONS REQUIREMENTS. SEE DELEGATED DESIGN FOR DESIGN TO BE PROVIDED BY WOOD FRAMING CONTRACTOR. PROVIDE AND INSTALLALL METAL HANGERS, STRAPS, TIES, CONNECTORS AND FRAMING ANCHORS AS INDICATED ON THE DRAWINGS. ALL FRAMING ANCHORS SHALL BE WOOD CONSTRUCTION CONNECTORS BY SIMPSON STRONG - TIE COMPANY. ALL CONNECTORS SHALL BE FULLY NAILED AND/OR BOLTED TO DEVELOP THE FULL STRENGTH OF THE CONNECTOR PER MANUFACTURERS SPECIFICATIONS. ALL CONNECTORS SHALL BE NAILED WITH CEMENT COATED COMMON WIRE NAILS OF THE SIZE REQUIRED BY THE CONNECTOR MANUFACTURER OR AS OTHERWISE SHOWN ON THE DRAWINGS. DO NOT NOTCH OR DRILL JOISTS, BEAMS OR LOAD BEARING STUDS WITHOUT PRIOR APPROVAL OF ARCHITECT/ENGINEER. DOUBLE UP FLOOR JOISTS UNDER PARTITIONS. ADD SUPPLEMENTARY FRAMING MEMBERS AND CONNECTIONS AS REQUIRED AROUND PENETRATIONS AND OPENINGS FOR OTHER DISCIPLINES SYSTEMS AND AS SHOWN ON ARCHITECTURAL DRAWINGS. ALL BOLTS AND LAG BOLTS TO BE ASTM A307, SIZES PER PLAN. ALL BOLTED JOINTS SHALL BE SNUG TIGHT. WASHERS SHALL BE USED BETWEEN THE WOOD AND ALL BOLT HEADS AND BETWEEN THE WOOD AND ALL NUTS, TO PREVENT CRUSHING OF THE WOOD. WASHERS SHALL BE A MINIMUM OF 5/32" THICK STEEL WITH A MINIMUM DIAMETER EQUAL TO THREE TIMES THE BOLT DIAMETER. DRILL BOLT HOLES 1/16 INCH OVERSIZE EXCEPT WHERE NOTED LARGER. ALL NAILS TO BE COMMON WIRE OR EQUIVALENT DIAMETER AND LENGTH; EXCEPT USE RING SHANK NAILS FOR INSTALLATION OF ROOF SHEATHING. NO BOX NAILS ALLOWED. NAILS SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN FEDERAL SPECIFICATION FF-N-105B. SEE PLANS FOR TYPE AND SIZE OF NAILS REQUIRED. ALL NAILING TO BE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE TABLE 2304.10.1 UNLESS NOTED OTHERWISE. ALL ANCHORS BOLTS AT SILL PLATE TO CONCRETE FOUNDATION SHALL HAVE SIMPSON BP PLATE WASHERS AND HEX NUTS; SIZE TO MATCH ANCHOR BOLT DIAMETER. SAWN LUMBER: SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATIONS, 2015 EDITION. ALL STRESS -GRADE LUMBER IS TO BE SPRUCE -PINE -FIR NO. iM0.2 UNLESS NOTED OTHERWISE IN THE DRAWINGS). H IS ACCEPTABLE TO USE AN ALTERNATIVE TYPE OF STRESS -GRADE LUMBER, BUT IT MUST MEET, AT A MINIMUM, THE FOLLOW ING REQUIREMENTS: A. 875 PSI MINIMUM BENDING STRESS, Fb B. 1,150 PSI IN COMPRESSION PARALLEL TO GRAIN, Fc C. 135 PSI IN SHEAR PARALLEL TO GRAIN, Fv D. 1,400,000 PSI MODULUS OF ELASTICITY E E. 042 SPECIFIC GRAVITY G LAMINATED VENEER LUMBER (LVL) SHALL HAVE, AT A MINIMUM, THE FOLLOWING REQUIREMENTS: A. 2,600 PSI MINIMUM BENDING STRESS, Fb B. 2,300 PSI IN COMPRESSION PARALLEL TO GRAIN, Fc C. 285 PSI IN SHEAR PARALLELT TO GRAIN Fv D. 2,000,000 PSI MODULUS OF ELASTICITY E PARALLEL STRAND LUMBER (PSQ SHALL HAVE, AT A MINIMUM, THE FOLLOWING REQUIREMENTS: A. 2,900 PSI MINIMUM BENDING STRESS, Fb B. 2,900 PSI IN COMPRESSION PARALLEL TO GRAIN, Fc C. 290 PSI IN SHEAR PARALLELT TO GRAIN, Fv D. 2,000,000 PSI MODULUS OF ELASTICITY, E SEE WALL ELEVATIONS FOR BEARING WALL AND SHEAR WALL FRAMING REQUIREMENTS THAT SUPERSEDE INFORMATION PROVIDED IN THESE NOTES. AT EXTERIOR AND INTERIOR LOAD -BEARING WALLS (2x6 WALL STUD FRAMING); ALL HEADERS U.N.O. SHALL BE TRIPLE 2X MEMBERS WITH 12" PLYWOOD FULL DEPTH AND LENGTH SPACERS OR TRIPLE LVL 1 3/4"; CONNECT (3) 2x1O, (3) 2x12 MEMBERS AND (3) LVL 1 314" TOGETHER WITH (3) EVEN ROWS OF 16d NAILS AT 12" O.C.(STAGGER EACH FACE AND WITH INTERIOR PLYAT 4" O.C., CONNECT (3) 2x6 AND (3) 2x8 MEMBERS TOGETHER WITH (2) ROWS OF 16d NAILS AT 12" O.C.(STAGGER EACH FACE AND WITH INTERIOR PLY AT4" O.C.) ALL JACK STUDS SUPPORTING LOAD BEARING HEADERS SHALL BE 2X6. SEE PLAN AND DETAILS FOR NUMBER OF JACK STUDS REQUIRED. FOR ALL TYPICAL NON LOAD -BEARING OPENINGS X-O" AND LESS; PROVIDE (3) 2x8 HEADERS, UNLESS OTHERWISE NOTED. FOR ALL TYPICAL NON LOAD -BEARING OPENINGS GREATER THAN T-O" AND UP TO 64"; PROVIDE (3) 2x10 HEADERS, UNLESS OTHERWISE NOTED. AT INTERIOR WALLS NOT DETAILED TO BE INDEPENDENT (2x4 WALL STUD FRAMING WITHOUT TOP SLIP CONNECTIONS); ALL HEADERS OVER OPENINGS LESS THAN 5'4" SHALL BE DOUBLE 2x8 MEMBERS WITH 1I2" PLYWOOD FULL DEPTH AND LENGTH SPACERS; CONNECT (2) 2x8 MEMBERS TOGETHER WITH (2) ROWS OF 10d NAILS AT 8" O.C. (STAGGER EACH FACE AT 4" O.C.). SEE PLAN AND ELEVATIONS FOR OPENINGS WIDER THAN 5'-4". AT INTERIOR WALLS DETAILED TO BE INDEPENDENT (2x4 WALL STUD FRAMED PARTITIONS WITH TOP SLIP CONNECTIONS); ALL HEADERS SHALL BE DOUBLE 2x6 MEMBERS WITH 12" PLYWOOD FULL DEPTH AND LENGTH SPACERS; CONNECT (2) 2x6 MEMBERS TOGETHER WITH (2) ROWS OF 10d NAILS AT 12" O.C. (STAGGER EACH FACE AT 6" O.C.), UNLESS OTHERWISE NOTED. ATALL CORNERS, PROVIDE TRIPLE 2x WALL STUDS, UNLESS OTHER WISE NOTED. ALL WOOD FRAMING SHALL BE TREATED WHEN IN CONTACT WITH CONCRETE OR MASONRY UNLESS AN APPROVED BARRIER IS PROVIDED. IN ADDITION, TREATALL WOOD FRAMING EXPOSED TO SOIL, MOISTURE OR WEATHER. AT EXPOSED CONDITIONS WITH TREATED WOOD, CONNECTORS SHALL BE GALVANIZED AS PER THE MANUFACTURER'S RECOMMENDATIONS AND SHALL BE TAKEN INTO ACCOUNT FOR THE CHEMICAL TREATMENT USED IN THE WOOD. ALL FASTENER MATERIAL USED SHALL MATCH THE MATERIAL USED IN THE CONNECTOR. WOOD SHEATHING SHEATHING INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8" SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER. DUE TO CONSTRUCTION CONDITIONS TEMPORARY EXPANSIONS JOINTS MAY BE REQUIRED IN FLOOR AND ROOF SHEATHING INSTALLATION. ALL PLYWOOD SHALL BE A MINIMUM OF 24 INCHES WIDE, UNSANDED, EXTERIOR GRADE, SPANNING A MINIMUM OF 3 JOISTS, RAFTERS, OR STUDS, ORIENTED WITH THE LONG DIRECTION PERPENDICULAR TO THE SUPPORTING MEMBERS. AT ALL EXTERIOR WALLS; PROVIDE 7/16" ORIENTED STRAND BOARD Lose) SHEATHING OVER ALL EXTERIOR FACES OF BUILDING, BOTH SIDES OF PARAPETS; SEE SPECIFICATIONS. INSTALL SHEATHING VERTICALLY WITH STAGGERED JOINTS, PROVIDE 2X BLOCKING AT ALL PANEL JOINTS; MINIMUM, UNLESS OTHERWISE NOTED. TH E MINIMUM AREA OF EACH SHEET SHALL BE 8 SQ. FT. NAIL SHEATHING TO ALL FRAMING MEMBERS, BLOCKING AND BOUNDARIES WITH COMMON NAILS, Btl NAILS AT 6" O.0 AT ALL PANEL EDGES AND BOUNDARIES AND Btl NAILS AT 12" O.0 INFIELD OR STAPLE W ITH 16 GAUGE x 1 ''/z" STAPLES AT 6" O.0 ATALL PANEL EDGES AND BOUNDARIES AND 6" O.0 INFIELD. WHERE DOUBLE 2X WALL STUDS OCCUR, PROVIDE FASTENERS AT 6"O.C. TO EACH STUD, STAGGERED. SEESHEAR WALL ELEVATIONS FOR EXTERIOR WALL LENGTHS INDICATED AS SHEAR WALLS ON THE PLANS. ATALL INTERIOR SHEAR WALLS; ALL PLYWOOD WALL SHEATHING SHALL BE PROVIDED AND INSTALLED AS INDICATED ON THE PLANS. PLYWOOD SHALL BE 15/32" THICK APA STRUCTURAL 1 RATED SHEATHING EXPOSURE 1, WITH 40/20 SPAN RATING. SEE SPECIFICATIONS FOR MATERIALS AND CONSTRUCTION REQUIREMENTS FOR WOOD SHEATHING. NAIL PANELS TO ALL SUPPORTS AS NOTED ON THE DRAWINGS. THE MINIMUM AREA OF EACH SHEET SHALL BE 8 SQ. FT. NAILING SHALL BE AS SHOWN ON THE DRAWINGS. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2X FRAMING ATALL PANEL JOINTS; MINIMUM UNLESS NOTED OTHERWISE IN THE DRAWINGS. SEE WALL ELEVATIONS FOR NAILING PATTERN REQUIREMENTS. ALL NAILS SHALL BE COMMON NAILS. ALL STRUCTURAL WOOD PANEL FLOOR SHEATHING SHALL BE PROVIDED AND INSTALLED AS INDICATED ON THE PLANS. STRUCTURAL WOOD PANELS SHALL BE 23/32" THICK APA RATED STUD -I -FLOOR EXPOSURE 1, WITH 40/20 SPAN RATING. SEE SPECIFICATIONS FOR MATERIALS AND CONSTRUCTION REQUIREMENTS FOR WOOD SHEATHING. NAIL PANELS TO ALL SUPPORTS AS NOTED ON THE DRAWINGS. THE MINIMUM AREA OF EACH SHEET SHALL BE 8 SO. FT. NAILING AND BLOCKING SHALL BE AS SHOWN ON THE DRAWINGS. PANEL EDGES SHALL BE TONGUE AND GROOVE. PANELS SHALL BE GLUED TO ALL SUPPORTS. NAIL PANELS TO ALL SUPPORTS AS NOTED ON THE DRAWINGS WITH A MINIMUM OF 10d COMMON NAILS AT 6" ON CENTER AT SUPPORTED PANEL EDGES AND 12" ON CENTER TO INTERMEDIATE SUPPORTS. ALL STRUCTURAL WOOD PANEL ROOF SHEATHING SHALL BE PROVIDED AND INSTALLED AS INDICATED ON THE PLANS. STRUCTURAL WOOD PANELS SHALL BE 19/32" OR 5/W APA-RATED EXPOSURE 1, WITH 4020 SPAN RATING, ORIENTED STRAND BOARD (OSB) SHEATHING (4' X 8' SHEET) WITH 2-SPAN LAY-UP, STAGGERED. ALL ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, PANEL EDGES SHALL BE SUPPORTED BY TWO PANEL EDGE CLIPS PER SPAN OR PROVIDE TONGUE AND GROOVE EDGES(U.O.N.). THE MINIMUM AREA OF EACH SHEET SHALL BE 8 SQUARE FEET. ATTACH ALL PANEL EDGES TO SUPPORTS, EDG E MEMBERS AND BLOCKING W ITH 1Od RINK -SHANK NAILS AT 6" O.C. AND 12" O.C. IN FIELD, UNLESS OTHERWISE NOTED ON FRAMING PLANS. AT ROOF EDGE AND CORNER ZONES, SEE SHEET S2-115, INCREASE PANEL EDGE NAILING TO 3" AND 4" O.C. IN FIELD. SEE SPECIFICATIONS FOR MATERIALS AND CONSTRUCTION REQUIREMENTS FOR WOOD SEE SPECIFICATIONS FOR MATERIAL, CONSTRUCTION, FABRICATION AND INSTALLATION REQUIREMENTS SEE DELEGATED DESIGN SECTION FOR ADDITIONAL REQUIREMENTS. ALL ROOF TRUSSES SHALL BEAR AT ELEVATION PROVIDED ON ROOF FRAMING PLANS AND TOP CHORDS SHALL SLOPE AS INDICATED. DEPTH OF TRUSSES TO BE DETERMINED BY TRUSS MANUFACTURER AS REQUIRED TO RESIST SPECIFIED LOADS. ALL FLOOR TRUSSES SHALL HAVE A DEPTH OF 18 INCHES FROM TOP OF TOP CHORD TO BOTTOM OF BOTTOM CHORD; UNLESS OTHERWISE NOTED. ROOF TRUSSES SHALL BE DESIGNED WITH ALL FRAMING INTEGRAL WITH MAIN SPAN CONFIGURATIONS REQUIRED TO SUPPORT THE PARAPETS AND THEIR ASSOCIATED GRAVITY AND WIND LOADING. ALL REQUIRED KICKERS SHALL BE BUILT INTO THE TRUSS CONFIGURATIONS WHICH WILL BE COVERED WITH ROOF SHEATHING TO FORM CRICKETS AROUND THE PERIMETER OF THE BUILDING. PARAPETS SHALL DESIGNED TO LIMIT VERTICAL DEFLECTION TO SPAN /360 BASED ON 10-YEAR RECURRENCE INTERVAL ALLOWABLE WIND; EQUIVALENT TO 76 MPH ULTIMATE 3-SECOND GUST WIND VELOCITY. ALL ROOF TRUSSES SHALL BE SPACED AT A MAXIMUM OF 24" ON CENTER UNLESS NOTED OTHERWISE. ALL FLOOR TRUSSES SHALL BE SPACED AT A MAXIMUM OF 24" ON CENTER UNLESS NOTED OTHERWISE. SHORT JACK TRUSSES SHALL BE USED AT TH E PERIMETER SUPPORTED BY MULTIPLE TRUSSES (DOUBLE LINE INDICATED IN PLAN) TO PROVIDE BOTTOM BEARING AT DOUBLE TOP PLATE OF WALL STUDS AND INTEGRAL PARAPET FRAMING. ROOF AND FLOOR TRUSS LAYOUTS ON STRUCTURAL DRAWINGS ARE PROVIDED FOR SCHEMATIC REPRESENTATION. ACTUAL FINAL DESIGN AND LAYOUT SHALL BE PROVIDED BY WOOD TRUSS SUPPLIER. THE DESIGN LAYOUT AND DETAILS MUST BE APPROVED THROUGH SHOP DRAWINGS APPROVAL BY THE ENGINEER OF RECORD PRIOR TO DESIGN, PROCUREMENT, FABRICATION AND INSTALLATION. WALLS MUST BE CONTINUOUS BETWEEN SUPPORT CONDITIONS FROM FLOOR -TO -FLOOR; EITHER BY BOTTOM BEARING TRUSSES, BLOCKING OR THE ROOF DECK. NO HINGES OR SPLICES IN THE WALLS SHALL BE PROPOSED BYALTERING THE SUPPORT CONDITIONS WITHOUT SUFFICIENT BRACING DETAILED THAT MEETS APPROVAL BY THE ENGINEER OF RECORD. TRUSS LAYOUT SHALL BE COORDINATED WITH THE MECHANICAL, ELECTRICAL, AND PLUMBING SUBCONTRACTORS PRIOR TO SUBMISSION OF TRUSS SHOP DRAWINGS, FABRICATION AND INSTALLATION TO ENSURE THE PROPOSED LAYOUT PROVIDES NECESSARY CLEARANCES FOR THE MECHANICAL, PLUMBING AND ELECTRICAL TRADE ELEMENTS, FIXTURES, DUCTING AND PIPING. COORDINATE SIZE AND LOCATION OF ALL FLOOR OPENINGS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. DESIGN LOADING (ALLOWABLE STRESS): ROOF TRUSSES: DESIGN ALL TRUSSES TO SUPPORT WEIGHT OF BUILT-UP ROOF OVER INSULATION. DEAD LOAD = 25 PSF EXCLUDING SELF -WEIGHT OF TRUSSES. ALLOCATE LOADING; TOP CHORD 15 PSF, BOTTOM CHORD IO PSF. LIVE LOAD = 20 PSF BASIC ROOF SNOW LOAD = 20 PSF MINIMUM SEE SNOW DRIFT DIAGRAM ON SHEET S2-115 FOR LOCATIONS, MAGNITUDES AND LENGTH OF LOADS THATARE IN ADDITION TO THE MINIMUM ROOF SNOW LOAD OF 20 PSF. FLOOR TRUSSES: DESIGN FLOOR TRUSSES FOR 55 / 15 / 0 / 5 LOADING; LIVE LOAD, TOP CHORD DEAD LOAD, BOTTOM CHORD LIVE LOAD, BOTTOM CHORD DEAD, UNLESS OTHERWISE NOTED. DESIGN ROOF TRUSSES FOR ADDITIONAL 35 PSF LIVE LOAD TO ACCOUNT FOR AT LEAST 6 INCHES OF WATER ACCUMULATION AROUND ROOF DRAINS; THIS LOAD IS NOT IN ADDITION TO 20 PSF SNOW LOAD. THIS LOAD MAY BE REDUCED BY THE ROOF SLOPE WITH DISTANCE FROM THE DRAIN. DESIGN ALL ROOF TRUSSES FOR UPWARD AND DOWNWARD PRESSURES DUE TO WIND LOADS INCLUDING THE EFFECT OF PARAPETS FOR ASCE 7-10 LOAD COMBINATIONS. SEE WIND NET UPLIFT DIAGRAM ON SHEET S2-115 FOR 0.6 x DEAD — 0.6 x WIND UPLIFT LOAD CASE (ALLOWABLE) ALL ROOF AND FLOOR GIRDER TRUSSES SHALL BE DESIGNED WITHOUT THE REPETITIVE MEMBER STRESS INCREASE FOR BENDING, REGARDLESS OF THE NUMBER OF PLIES MAKING UP THE TRUSS. AT BUILDING PERIMETER WALLS AND SHEAR WALLS, WOOD SHEAR PANELS SHALL BE PROVIDED BETWEEN TRUSSES, EACH BAY, UNLESS OTHERWISE NOTED. SHEAR PANELS SHALL BE DESIGNED FOR THE LOADS LISTED ON THE SHEAR WALL ELEVATION SCHEDULE. SHEAR PANEL CONNECTIONS SHALL BE DESIGNED BY THE WOOD TRUSS SUPPLIER FOR SHEAR INDICATED. TEMPORARY AND PERMANENT BRIDGING OF WOOD TRUSSES SHALL BE PROVIDED IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE INC. PUBLICATION HIBdi BCSI GUIDE TO GOOD PRACTICE FOR HANDLING INSTALLING RESTRAINING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. TEMPORARY BRIDGING SHALL BE FURNISHED BY THE SUPPLIER AS REQUIRED TO MAINTAIN TRUSS STABILITY, SPACING AND PREVENT BUCKLING DURING ERECTION. THE FOLLOWING PERMANENT BRIDGING SHALL BE PROVIDED: BOTTOM CHORD: CONTINUOUS HORIZONTAL 2x4 AT 8'.O" ON CENTER, TYPICAL. IN ADDITION, PROVIDE HORIZONTAL UWGONAL BRIDGING AT 45 DEGREE ANGLE BETWEEN BRIDGING LINES AT END OF THE BUILDING AND LESS THAN 2Y-O" INTERVALS THROUGHOUT THE ROOF PLAN. WEB MEMBERS: CONTINUOUS HORIZONTAL BRIDGING AT 12'-Y ON CENTER. IN ADDITION, PROVIDE HORIZONTAL DIAGONAL BRIDGING AT 45 DEGREE ANGLE BETWEEN BRIDGING LINES AT END OF THE BUILDING AND LESS THAN 20'-W INTERVALS THROUGHOUT THE ROOF PLAN. ADDITIONAL LOADS FROM SERVICES ON OTHER DISCIPLINES DRAWINGS; ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION SHALL BE INCLUDED IN THE DESIGN OF THE TRUSSES. CONTRACTOR SHALL COORDINATE THESE LOADS WITH THE TRUSS SUPPLIER PRIOR TO DESIGN FABRICATION AND INSTALLATION. THE CONTRACTOR SHALL COORDINATE ANY LOADS DUE TO MECHANICAL EQUIPMENT, DUCTS, SPRINKLER LINES AND MISCELLANEOUS LOADS HUNG FROM THE TRUSSES OR SECONDARY FRAMING (OR DECK) SUPPORTING THESE LOADS WITH THE TRUSS MANUFACTURER PRIOR TO FABRICATION AND INSTALLATION. THESE LOADS SHALL INCLUDE LIGHTS AND KNOWN TENANT IMPROVEMENT ITEMS. WEB LEAVE -OUTS SHALL BE PROVIDED AS REQUIRED TO ALLOW FOR ROUTING OF MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION SYSTEMS AS INDICATED ON DRAWINGS. CONTRACTOR SHALL COORDINATE THESE LOCATIONS WITH THE TRUSS SUPPLIER PRIOR TO DESIGN, FABRICATION AND INSTALLATION. TRUSSES SHALL BE CONNECTED TO BUILDING SYSTEMS WITH SIMSPON STRONG -TIE HURRICANE CLIPS OR EQUIVALENT TO RESIST UPLIFT FORCES AND SHEAR FROM OUT -OF -PLANE WALL LOADS. DO NOT REMOVE OR CUT ANY TRUSS MEMBERS DELEGATED DESIGN AND DEFERRED SUBMITTALS ARE ITEMS DESIGNED BY OTHERS. SHOP DRAWINGS AND CALCULATIONS SHALL BE GENERATED FOR THE DESIGN AND FABRICATION OF ALL DELEGATED DESIGN AND DEFERRED SUBMITTALS ITEMS INDICATED BELOW. THESE DRAWINGS AND CALCULATIONS SHALL BE SEALED AND SIGNED BY A PROFESSIONAL ENGINEER IN INDIANA. FOR ITEMS INDICATED AS -DESIGNED BY TH E CONTRACTOR", -DESIGNED BY SUPPLIER", -DESIGNED BY FABRICATOR" AND .DESIGNED BY INSTALLER", IF THESE ENTITIES ARE NOT PROVIDING THEIR OWN ENGINEERING WITH THEIR DESIGNS COMPLETED BY A PROFESSIONAL ENGINEER WHO WILL SEAL AND SIGN THEIR SUBMITTALS TH EN THESE ENTITIES WILL INDEPENDENTLY CONTRACT A THIRD PARTY TO PROVIDE THIS SERVICE ON THEIR BEHALF. UNLESS SPECIFIED ON THE DRAWINGS OR IN THE SPECIFICATIONS, DELEGATED DESIGN ITEMS SHALL BE DESIGNED FOR ALL CODE DEFINED LOADS PLUS INDUSTRY STANDARD LOADS INCLUDING GRAVITY LOADS AND LATERAL LOADS DUE TO WIND AND SEISMIC. SEE THE RELEVANT SECTIONS OF THE GENERAL NOTES SHEETS FOR ADDITIONAL DESIGN REQUIREMENTS. CALCULATIONS SHALL INCLUDE REVIEW OF THE CAPACITIES OF ALL SUPPORTING STRUCTURAL ELEMENTS INCLUDING LOCAL STRESSES DUE TO THE CONNECTION METHODS SELECTED. ADDITIONALLY, TH E CALCULATIONS AND DRAWINGS SHALL CLEARLY INDICATE THE MAGNITUDES AND DIRECTIONS OF THE LOADS IMPARTED ON TH E SUPPORTING STRUCTURAL ELEMENTS. THE LOADING CRITERIA USED FOR DESIGN OF THE DELEGATED DESIGN SYSTEMS AND COMPONENTS SHALL BE CLEARLY INDICATED ON THE DRAWINGS AND CALCULATIONS, REGARDLESS OF WHETHER THEYARE MANDATED BY THE ENGINEER OF RECORD BYWAY OF THE DRAWING AND SPECIFICATIONS OR DERIVED BY THE DESIGNER. MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION COMPONENTS: ROOF -TOP UNITS: DESIGN OF THE MECHANICAL UNIT CURB, CONNECTIONS OF THE UNIT TO THE CURB AND CONNECTIONS OF THE CURB TO STRUCTURE SHALL BE PROVIDED BY THE MECHANICAL UNIT CONTRACTOR. ADDITIONAL SUPPORT FRAMING FOR SUPPORTING THE GRAVITY AND LATERAL LOADS SHALL BE DESIGNED, ENGINEERED AND PROVIDED IF IT IS NOT INDICATED ON THE STRUCTURAL DRAWINGS. IF ADDITIONAL SUPPORT FRAMING IS PROVIDED, THE STRUCTURAL ADEQUACY SHALL BE VERIFIED FOR ALL ASCE 7-10 LOAD COMBINATIONS. SHOPS DRAWINGS AND CALCULATIONS PROVIDED BY THE MECHANICAL CONTRACTOR SHALL PROVIDE DETAILS INDICATING THESE CONNECTIONS. SUPPORT AND BRACING OF DUCTWORK, PIPING, CONDUIT AND CABLE TRAYS ASSOCIATED WITH MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION COMPONENTS SHALL BE PROVIDED BY THE CONTRACTOR INSTALLING THE COMPONENTS. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. SUPPORTS FOR INTERIOR FINISHES AND ACCOUTERMENTS: INTERIOR PARTITIONS, SOFFITS AND STOREFRONT SYSTEMS NOT PART OF THE MAIN BUILDING SHELL SHALL BE DESIGNED BY THE SUPPLIER. SUPPORTS AND CONNECTION TO STRUCTURE REQUIRED FOR ARTWORK, SPECIALTY LIGHTING SYSTEMS, MONITORSO, VIDEO EQUIPMENT AND PROJECTION SCREENS, TELEVISIONS AND ANY OTHER MISCELLANEOUS ITEMS SHALL BE PROVIDED BY THE SUPPLIER. WINDOWS, STOREFRONTS, GLAZING AND CURTAIN WALL SYSTEMS: ALL EXTERIOR AND INTERIOR GLAZING SYSTEMS AND THEIR CONNECTIONS TO STRUCTURE SHALL BE DESIGNED BY THE SUPPLIER. CONNECTION LOCATIONS SHALL BE CLEARLY INDICATED AND COORDINATED WITH ARCHITECTURAL AND STRUCTURAL DETAILS. GLAZING SYSTEMS SHALL TRANSFER FORCES DUE TO PRESSURE FROM WIND TO THE HEAD, SILL, AND JAMBS BASED ON THE TRIBUTARY AREA AS IF THE OPENING WAS A SOLID PANEL UNLESS NOTED OTHERWISE THESE CONNECTIONS SHALL BE DESIGNED BY THE GLAZING SUPPLIER. GLAZING SUPPLIER SHALL COORDINATE THEIR DETAILS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS, AND COMMUNICATE ANY DESIGN REQUIREMENTS NECESSARY FOR THE INSTALLATION OF THEIR SYSTEMS PRIOR TO CONSTRUCTION. SKYLIGHT FRAMING SYSTEMS: THE GLAZING, GLAZING SUPPORT MEMBERS, CURBS AND THEIR ATTACHMENT TO THE MAIN STRUCTURAL SYSTEM SHALL BE DESIGN BY THE SUPPLIER. RAILING AND GUARDRAILS: THE INTERIOR AND EXTERIOR RAILING AND GUARDRAILS SHALL BE DESIGN BY THE FABRICATOR. UNLESS SPECIFICALLY DETAILED ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS, THE FABRICATOR SHALL DESIGN THE CONNECTIONS TO STRUCTURE AND VERIFY THE CAPACITY OF TH E RECEIVING STRUCTURAL ELEMENTS FOR LOADS DUE TO THEIR CONNECTIONS. PREFABRICATED WOOD TRUSSES: FABRICATOR SHALL BE RESPONSIBLE FOR ALL MEMBER AND CONNECTION DESIGN AND DETAILING, AND FOR ALL DIMENSIONING, COORDINATION, AND ERECTION OF TRUSSES. CONTRACT DOCUMENTS SHOW ONLY BASIC LOCATIONS AND CONFIGURATIONS REQUIRED FOR TRUSSES. DETAILED POSITIONING AND SPACING OF TRUSSES IS THE RESPONSIBILITY OF THE FABRICATOR. SEE GENERAL NOTES FOR DESIGN CRITERIA. WOOD ROOF TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR REVIEW. THE SHOP DRAWINGS SHALL INCLUDE PLACING PLANS OF ALL TRUSSES CLEARLY LABELED, DETAILS OF TRUSS CONNECTIONS AND ANCHORAGES DETAILS OF METAL CONNECTORS USED AT JOINTS AND ENGINEERING DESIGN DATA. THE ENGINEERING DESIGN FOR EACH TYPE OF TRUSS SHALL INCLUDE; TRUSS LOCATION IDENTIFICATION, ALL LOADING AND REACTIONS, WOOD SPECIES AND TRUSS GRADES, MEMBER STRESSES, JOINT CONNECTIONS, CONFIGURATION, TRUSS TO TRUSS CONNECTIONS, BRACING FOR LATERALSTABILITYOF THE COMPLETED. FRAMING SYSTEM. THE TRUSS MANUFACTURER/SUPPLIER SHALL SUPPLY DESIGN AND CONNECTION HARDWARE FOR ALL TRUSS CONNECTIONS. SHOP DRAWINGS AND CALCULATIONS MUST BE SIGNED AND SEALED BY A STRUCTURAL ENGINEER LICENSED IN INDIANA. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS SHOWING SPECIES, SIZES AND STRESS GRADES OF LUMBER TO BE USED; PITCH SPAN, CAMBER, CONFIGURATION AND SPACING FOR EACH TYPE OF TRUSS REQUIRED; TYPE, SIZE, MATERIAL, FINISH, DESIGN VALUE, AND LOCATION OF METAL CONNECTOR PLATES; AND BEARING AND ANCHORAGE DETAILS. SUBMIT CALCULATIONS FOR TRUSS DESIGN. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND STAMPED BY A STRUCTURAL ENGINEER LICENSED TO PRACTICE IN STATE WHERE THE PROJECT IS LOCATED. TO THE EXTENT ENGINEERING DESIGN CONSIDERATIONS ARE INDICATED AS FABRICATOR'S RESPONSIBILITY, SUBMIT DESIGN ANALYSIS AND TEST REPORTS INDICATION LOADING, SECTION MODULUS, ASSUMED ALLOWABLE STRESS, STRESS DIAGRAMS AND CALCULATIONS, AND SIMILAR INFORMATION NEEDED FOR ANALYSIS AND TO ENSURE THAT TRUSSES COMPLY WITH REQUIREMENTS. CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301. CONCRETE SHALL HAVE A MAXIMUM WATER - CEMENT RATIO OF 0.45. SPECIFIED 28-DAY COMPRESSIVE STRENGTH (fc): SLAB -ON -PODIUM: 4000 PSI SLAB ON METAL DECK: 3000 PSI A CONCRETE STRENGTH TEST SHALL BE THE AVERAGE OF THE STRENGTH OF AT LEAST TWO 6 INCH DIAMETER BY 12 INCH TALL CYLINDERS OR AT LEAST THREE 4INCH DIAMETER BY 8INCH TALL CYLINDERS MADE FROM THE SAME SAMPLE OF CONCRETE AND TESTED AT 28 DAYS. STRENGTH LEVEL OF AN INDIVIDUAL CLASS OF CONCRETE SHALL BE CONSIDERED SATISFACTORY IF BOTH OF THE FOLLOW ING REQUIREMENTS ARE MET: A. EVERY ARITHMETIC AVERAGE OF ANY THREE CONSECUTIVE STRENGTH TESTS EQUALS OR EXCEEDS SPECIFIED f, AND B. NO INDIVIDUAL STRENGTH TEST FALLS BELOW fc BY MORE THAN 500 PSI WHEN fe IS 5000 PSI OR LESS; OR BY MORE THAN 0.10xf'. WHEN f. IS MORE THAN 5000 PSI. CONCRETE SUPPLIED SHALL MEET THE REQUIREMENTS OF ACI 301-16, SECTION 4.2.2 FOR EXPOSURE CATEGORIES: SLAB -ON -PODIUM: FO, SO, WO, CO CONCRETE EXPOSED TO FREEZING: F2, SO, WO, CO SLAB ON METAL DECK: FO, SO. W0, CO CONTRACTOR SHALL SUBMIT A QUALITY CONTROL PLAN IN ACCORDANCE WITH ACI 301. SELF -CONSOLIDATING CONCRETE IS ALLOWED. WHERE CONSTRUCTION JOINTS ARE PERMITTED AND UTILIZED ROUGHEN CONCRETE SURFACE TO INTERNATIONAL CONCRETE REPAIR INSTITUTE CONCRETE SURFACE PROFILE CSP10 PRIOR TO CASTING FRESH CONCRETE. II&]0111BILiG1:M71Iaa,meTJa11\i ISd•9asIHrP[N:7iixKrT7Na:W CURE CONCRETE USING PON DING, CONTINUOUS FOGGING, CONTINUOUS SPRINKLING, OR APPLICATION OF MATS OR FABRIC KEPT CONTINUOUSLY WET. CURE CONCRETE FOR THE LESSER OF SEVEN (7) DAYS AFTER PLACEMENT OR UNTIL THE CONCRETE HAS ATTAINED A STRENGTH EQUAL TO AT LEAST 70 % OF f, FOR FIELD -CURED TEST SPECIMENS IN ACCORDANCE WITH ASTM C31 TESTED IN ACCORDANCE WITH ASTM C39. INTERIOR CONCRETE SLABS ON GRADE SHALL BE TROWEL FINISHED. EXTERIOR CONCRETE SLABS OR FLATWORK SHALL BE BROOM FINISHED. FORMED SURFACES SHALL BE SURFACE FINISH-2.0 (SF-2.0) IN ACCORDANCE WITH ACI 301-16. SECTION 5.3.3.3.b. PROVIDE RUBBED FINISH FOR ALL FORMED SURFACES. ALL CONCRETE FORMWORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301-16. SUBMIT MANUFACTURER'S DATA SHEET ON FORM TIES, EXPANSION JOINT MATERIAL, WATERSTOP MATERIALS AND SPLICES IN ACCORDANCE WITH ACI 301-16, SECTION 2.1.2.2. GROUT SHALL BE IN ACCORDANCE WITH ASTM C1107. ALL CONCRETE REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 SECTION 3 ALL REINFORCING STEEL BARS SHALL BE ASTM A615. MINIMUM YIELD STRENGTH OF STEEL BARS (fy) = 60 KSI REINFORCING STEEL SHOULD BE DETAILED AND PROVIDED SUCH THAT THE NUMBER OF SPLICES ARE MINIMIZED. LAP SPLICES SHALL BE CLASS B SPLICES UNLESS OTHERWISE NOTED. WHERE SPLICING IS REQUIRED, THE FOLLOWING MINIMUM SPLICE LENGTH IN INCHES SHALL BE PROVIDED: CLASS CLASS #3 BARS 19 25 #4 BARS 26 34 #5 BARS 32 42 96 BARS 38 49 BENT BARS SHALL BE COLD BENT. HEAT -BENDING IS NOT PERMITTED. BENDS SHALL BE "STANDARD HOOKS" IN ACCORDANCE WITH ACI 301 SECTION 3 UNLESS NOTED OTH ERW ISE. FIELD WELDING OF REINFORCEMENT IS NOT PERMITTED UNLESS SPECIFICALLY NOTED OTHERWISE OR PERMITTED IN WRITING BY THE RESPONSIBLE ENGINEER OF THE DESIGN DRAWINGS. WELDED WIRE MESH SHALL CONFORM TO THE REQUIREMENTS OF ASTM A185. WELDED WIRE MESH SHALL BE 6x6-W4.OxW4.0 UNLESS NOTED OTHERWISE. SPLICE LENGTH FOR WELDED WIRE MESH SHALL BE 12 INCHES UNLESS NOTED OTHERWISE. MECHANICAL ANCHORS: MECHANICAL ANCHORS SHALL BE HILTI KWIK HUS-EZ SCREW ANCHORS CONFORMING TO THE REQUIREMENTS OF ICC-ES ESR-3027 FOR THE MANUFACTURE AND INSTALLATION OF THE ANCHOR. INSTALL ALL ANCHORS WITH 4" EFFECTIVE EMBEDMENT UNLESS NOTED OTHERWISE. ALTERNATIVELY, SIMPSON STRONG -TIE TITEN HD SCREW ANCHORS CONFORMING TO THE REQUIREMENTS OF ICC-ES ESR-2713 MAY BE SUBSTITUTED WITH THE SAME EMBEDMENT DEPTH. SPECIAL INSPECTION IS REQUIRED AS SPECIFIED IN THE ICC-ES REPORT. ADHESIVE ANCHORS SHALL BE DEWALT AC200+ ADHESIVE ANCHORING SYSTEM CONFORMING TO THE REQUIREMENTS OF ICC-ES ESR-4027 FOR THE MANUFACTURE, INSTALLATION, AND INSPECTION OF THE ANCHOR SYSTEM. ALL THREADED ROD SHALL BE ASTM A449 TYPE 1. HOT DIP GALVANIZE ALL THREADED ROD. NUTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A563DH. ALL THREADED ROD SHALL BE CLEAN, STRAIGHT AND CONTINUOUSLY THREADED WITH UNC COARSE THREADS. INSTALL ALL ANCHORS WITH 5" EFFECTIVE EMBEDMENT UNLESS NOTED OTHERWISE. ALL HOLES SHALL BE HAMMER DRILLED. ANCHORS SHALL BE INSTALLED IN SURFACE DRY CONCRETE WITH CLEAN, DRY HOLES IN THE CONCRETE (-WATER SATURATED CONCRETE" CONDITIONS). THE MINIMUM ALLOWABLE AGE OF THE CONCRETE IS 21 DAYS. SPECIAL INSPECTION IS REQUIRED AS SPECIFIED IN THE ICC-ES REPORT. INSTALLATION SHALL BE PERFORMED BY PERSONNEL CERTIFIED IN ACCORDANCE WITH THE ACVCRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM, OR EQUIVALENT. "1 W��LG ERT MCNITECTUIE�NUINEFPINUmUEUWiTIiL 7635 Interactive Way Suite 100 O Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E r wo in WIME1011 : a) E cam U :3 K N @ K m 0 mM N €o m WV 0) O MEC O M c V O c N N d E m S U Issuances: oesM"M Prom. No.: 074904 Date: 05/01/19 A Sheet Name: GENERAL NOTES S2=001 DATE: 10/31/19 u I 3 lil 5 I 7 ii f: 2 EL STRUCTURAL MASONRY SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION NOT PROVIDED IN THE SECTIONS BELOW. MATERIALS: a. ALL CONCRETE MASONRY UNIT (CMU) WALLASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (P„ J OF 2000 PSI, UNLESS OTHERWISE NOTED. b. REINFORCING SHALL BE GRADE 60 STEEL CONFORMING TO ASTM A615, UNLESS OTHERWISE NOTED. CONSTRUCTION: a. ALL MASONRY WALLS SHOWN ON STRUCTURAL PLANS ARE LOAD -BEARING, UNLESS NOTED OTHERWISE. b. SEE ARCHITECTURAL DRAWINGS FOR ALL OPENING DIMENSIONS AND LOCATIONS. C. ALL CELLS WITH VERTICAL REINFORCING AND ALL BOND BEAMS SHALL BE SOLID GROUTED PER THE FULL HEIGHT AND WIDTH OF WALL IN WHICH THEY ARE LOCATED. J. COMPRESSIVE STRENGTH OF CMU ASSEMBLIES SHALL BE VERIFIED BY PRISM TESTING BEFORE AND DURING CONSTRUCTION. e. RUNNING BOND SHALL BE USED FOR ALL MASONRY WORK UNLESS OTHERWISE NOTED. I. SEE ARCHITECTURAL DRAWINGS FOR MASONRY VENEER JOINT LOCATIONS. g. HOLLOW MASONRY UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON HORIZONTALAND VERTICAL EDGES OF FACE SHELLS. WEBS SHALL ALSO BE BEDDED IN MORTAR AT ALL UNITS. h. GROUTING OPERATIONS FOR ANY SECTION WALL SHALL BE COMPLETED OVER I -DAY DURATION WITH NO INTERRUPTIONS IN GROUTING PLACEMENT GREATER THAN I -HOUR. GROUT PLACEMENT SHALL BE STOPPED 1 %" BELOW THE TOP COURSE OF BLOCK OR %" BELOW THE TOP OF BOND BEAMS TO BE COMPLETED DURING THE OPERATIONS THAT DAY TO FORM A KEY. REINFORCING: TYPICAL REINFORCING: 8" CMU: VERTICALBARS: #5AT24"0.C.ATCENTERLINE HORIZONTAL BARS: (2) #4 x CONT. AT 8'-0" O.C. IN BOND BEAMS 12" CMU: VERTICAL BARS: #6 AT 24" O.C. AT EACH FACE HORIZONTAL BARS: (2) #4 x CONT. AT 4'-0" O.C. IN BOND BEAMS a. MINIMUM WALL REINFORCING NOTED IN THIS SECTION SHALL BE PROVIDED TYPICALLY, UNLESS OTHERWISE NOTED ON PLANS, DETAILS AND WALL ELEVATIONS: b. PROVIDE JOINT REINFORCING ATALL WALLS PER SPECIFICATIONS IN ADDITION TO HORIZONTAL REINFORCING REQUIREMENTS. C. WHERE SINGLE BAR HORIZONTAL REINFORCING IS PROVIDED, STAGGER THE PLACEMENT OF THE BARS EITHER SIDE OF THE VERTICAL BARS OVER THE HEIGHT OF THE WALL. d. PROVIDE ADDITIONAL REINFORCING AT WALL ENDS, OPENING JAMBS AND INTERSECTIONS e. ADDITIONAL VERTICAL REINFORCING EACH SIDE OF OPENINGS SHALL RUN CONTINUOUS BETWEEN FOUNDATION AND FLOOR/ROOF AND FLOOR-TO-FLOOR/ROOF UNLESS SPECIFICALLY NOTED OTHERWISE. I. WHEN EACH FACE VERTICAL REINFORCING IS REQUIRED PLACE BAR CENTERLINES 25IB" FROM EACH FACE OF MASONRY, UNLESS OTHERWISE NOTED. 9. LINTELS SHALL BE REINFORCED WITH(2)#5 X CONTINUOUS HORIZONTAL BARS IN LINTEL BLOCKS, UNLESS OTHERWISE NOTED (SEE ELEVATIONS). EXTEND THE REINFORCING 3'4-PAST THE EDGE OF OPENING BELOW, EACH SIDE, WITH STANDARD ACI 90 DEGREE DOWNWARD HOOKS. WHERE LESS THAN 3'4' IS NOT AVAILABLE BEFORE AN ADJACENT WALL END OR OPENING, EXTEND REINFORCING TO 3" CLEAR FROM ADJACENT WALL END OR OPENING EDGE AND PROVIDE STANDARD 90-DEGREE DOWNWARD HOOK. THIS MINIMUM LINTEL REINFORCING IS REQUIRED ATALL NON -LOAD BEARING WALL AND INTERIOR PARTITION LINTEL CONDITIONS AS WELL. ALL LINTEL BEAMS SHALL HAVE A MINIMUM DEPTH OF 24 INCHES AND SHALL BE GROUTED SOLID FOR THEIR FULL LENGTH INCLUDING 3'4" PAST EACH OPENING EDGE, FOR BOTH LOAD AND NON -LOAD BEARING WALLS APPLICATIONS. h. LINTELS SHALL HAVE #4 VERTICAL BAR STIRRUPS AT 16" ON CENTER ABOVE THE OPENING, UNLESS NOTED OTHERWISE. THESE BARS SHALL HAVE 180 DEGREE HOOKS AT THEIR ENDS ABOVE THE OPENING; 3 INCHES CLEAR, WITH HOOK DIRECTIONS ALTERNATING WITH EVERY OTHER BAR. THESE BAR EXTEND 48 INCHES MINIMUM ABOVE THE OPENING; WHERE 48 INCHES IS NOT AVAILABLE, PROVIDE 135 DEGREE HOOKS AROUND TOP COURSE BOND BEAM REINFORCING. FOR LINTEL SECTIONS ABOVE OPENINGS THAT ARE GREATER THAN 48 INCHES TALL, PROVIDE TYPICAL VERTICAL AND HORIZONTAL REINFORCING IN ADDITION TO THE #4 VERTICAL BAR STIRRUPS DESCRIBED ABOVE. LINTEL STIRRUP REINFORCING SHALL BE PROVIDED AT BOTH LOAD AND NON -LOAD BEARING WALL APPLICATIONS. I. SILLS SHALL BE REINFORCED WITH (2) #5 X CONTINUOUS HORIZONTAL BARS IN BOND BEAMS AND EXTENDED T45 PAST THE EDGE OF OPENING ABOVE, EACH SIDE. WHERE LESS THAN T45 IS NOT AVAILABLE BEFORE AN ADJACENT WALL END OR OPENING, EXTEND REINFORCING TO T CLEAR FROM ADJACENT WALL END OR OPENING EDGE AND PROVIDE STANDARD 90-DEGREE DOWNWARD HOOK. j. PROVIDE TWO COURSES OF BOND BEAMS WITH(2)#4 X CONTINUOUS HORIZONTAL REINFORCING BARS EACH (4 TOTAL) MINIMUM AT EACH FLOOR AND ROOF LINE SUCH THAT ONE FULL MASONRY COURSE OCCURS BELOW THE BOTTOM OF DECK ELEVATION, UNLESS NOTED OTHERWISE. k. PROVIDE ONE BOND BEAM WITH(2)#4 X CONTINUOUS HORIZONTAL REINFORCING BARS AT TOPS OF WALLS. I. AT CORNERS, PROVIDE ADDITIONAL CORNER BARS TO MATCH THE SIZE AND SPACING HORIZONTAL WALL REINFORCING, UNLESS OTHERWISE NOTED. THE LEGS OF THE CORNER BARS SHALL BE MINIMUM OF ONE LAP LENGTH EACH WAY FROM A STANDARD ACI REINFORCING BEND AT THE CORNER AND MATCH THE CONFIGURATION OF THE WALL CORNER PLAN LAYOUT. M. SEE DRAWING DETAIL SHEETS FOR ADDITIONAL REINFORCING REQUIREMENTS; ESPECIALLYAT JOIST, BEAM AND GIRDER CONNECTION LOCATIONS. n. DOWELS PERPENDICULAR TO MASONRY WALLS FOR SLABS OR OTHER CONCRETE CONSTRUCTION SHALL HAVE STANDARD ACI 318 90-DEGREE DOWNWARD HOOKS AROUND HORIZONTAL REINFORCING AND SHALL EXTEND A LAP LENGTH INDICATED IN THE SCHEDULE BELOW FROM THE FACE OF MASONRY WALL, UNLESS OTHERWISE NOTED. DOWELS SHALL BE SPACED TO MATCH THE VERTICAL WALL REINFORCING BELOW THE SLAB BEING CONNECTED, UNLESS OTHERWISE NOTED. o. ALL CELLS OF ALL LOAD -BEARING WALLS SHALL BE FILLED SOLID WITH CONCRETE GROUT FOR THE FULL LENGTH AND HEIGHT OF THE WALLS. p. ALL VERTICAL AND HORIZONTAL REINFORCING IS CONTINUOUS. PROVIDE LAP SPLICES AS REQUIRED FOR THE LENGTHS INDICATED IN THE SCHEDULE BELOW. COORDINATE LAP SPLICE LOCATIONS WITH FLOOR ELEVATIONS, TOPS OF WALLS AND LINTEL HORIZONTAL REINFORCING AS REQUIRED; SEE WALL ELEVATIONS FOR ANY SPECIFIC LOCATIONS AS INDICATED. q. ALL REINFORCING STEEL SHALL BE SECU RED AGAINST DISPLACEMENT PRIOR TO AND DURING GROUTING OPERATIONS BY WIRE POSITIONERS. POSITIONERS SHALL BE SPACED AT 24" ON CENTER ALONG EACH VERTICAL BAR LOCATION. r. REINFORCING BARS IN MASONRY WALLS SHALL NEVER BE CUT TO ALLOW FOR WORK FROM OTHER TRADES WITHOUT PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD. LAP SPLICE SCHEDULE: VERTICAL TENSION AND COMPRESSION BARS: BAR SIZE #4 #5 #6 47 48 49 LENGTH (IN.) 24 40 49 91 108 143 HORIZONTAL TENSION AND COMPRESSION BARS: BAR SIZE #4 #5 LENGTH (IN.) 37 70 a. SPLICES OF VERTICAL BARS SHALL BE PLACED NEXT TO EACH OTHER IN PLAN TO MAINTAIN THE SAME CLEAR DISTANCE TO THE FACE OF THE MASONRY BLOCK UNITS, NOT INSET INTO THE CELL SUCH THAT THE CLEAR SPACING BETWEEN ADJACENT BARS IS REDUCED. F. SPLICES OF HORIZONTAL BARS SHALL BE PLACED ABOVE OR BELOW THE BAR TO BE SPLICED TO MAINTAIN THE SAME CLEAR DISTANCE TO THE FACE OF THE MASONRY BLOCK UNITS, NOT INSET INTO THE CELL SUCH THAT THE CLEAR SPACING BETWEEN ADJACENT BARS IS REDUCED. ANCHORS: a. ALL POST INSTALLED ANCHORS SHALL BE INSTALLED INTO SOLID -GROUTED MASONRY CELLS PER MANUFACTURER'S RECOMMENDATIONS. b. ADHESIVE ANCHORS SHALL BE HILTI HIT-HY 270 ADHESIVE ANCHORING SYSTEM CONFORMING TO THE REQUIREMENTS OF ICC-ES ESR4143 FOR THE MANUFACTURE AND INSTALLATION OF THE ANCHOR SYSTEM. c. CAST ANCHORS AND BOLTS SHALL BE INSERTED INTO WALL FOR THE EMBEDMENT DEPTH SHOWN IN THE DRAWING DETAILS, T MINIMUM, AND SURROUNDING CELLS WITHIN 1.5 TIMES THE EMBEDMENT DEPTH SHALL BE GROUTED SOLID TO ENCAPSULATE THE ANCHOR. SUBMITTALS: SUBMIT SHOP DRAWINGS THAT DEPICT REINFORCING LAYOUT FOR CMU WALLS THAT INDICATE THE TYPICAL REINFORCING AND ADDITIONAL REINFORCING REQUIREMENTS CALLED FOR IN THE STRUCTURAL DRAWINGS AND SPECIFICATIONS. MISCELLANEOUS: a. EMBEDDED PLATES WITH HEADED STUDS, ANCHOR RODS OR DEFORMED BAR ANCHORS SHALL BE WET SET IN BOND BEAMS, AFTER GROUT PLACEMENT WHILE THE GROUT IS STILL PLASTIC. b. PRIOR TO INSTALLING HOLES GREATER THAN 4 INCHES IN DIAMETER IN MASONRY WALLS THAT WERE NOT SPECIFICALLY DESIGNED FOR IN THE STRUCTURAL DRAWINGS, CONTACT STRUCTURAL ENGINEER OF RECORD FOR APPROVAL AND INSTALLATION REQUIREMENTS RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carried STATEMENT OF SPECIAL INSPECTIONS - GENERAL NOTES: STRUCTURAL OBSERVATIONS ARE REQUIRED FOR SEISMIC RESISTANCE AND WIND REQUIREMENTS STRUCTURAL OBSERVATIONS ARE THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM BY REGISTERED DESIGN PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRU CTU RAL SYSTEM. SPECIAL INSPECTION AS SPECIFIED IS REQUIRED OF THE MATERIALS, INSTALLATION, FABRICATION, ERECTION OR PLACEMENT OF COMPONENTS AND CONNECTIONS REQUIRING SPECIAL EXPERTISE TO ENSURE COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. SPECIAL INSPECTORS SHALL MEET THE MINIMUM QUALIFICATIONS OF INTERNATIONAL BUILDING CODE 2015 SECTION 1704.2.1. CERTIFICATION IN ACCORDANCE WITH THE INTERNATIONAL CODE COUNCIL'S NATIONAL CERTIFICATION PROGRAM FOR SPECIAL INSPECTION QUALIFIES AS HAVING MET THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE 2015, SECTION 17M.2.1. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND- OR SEISMIC -FORCE -RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OR A WIND -OR SEISMIC -RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL SU BMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING: 1. ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS; 2. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE ENGINEER OF RECORD; 3. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND THE DISTRIBUTION OF THE REPORTS; AND 4. IDENTIFICATION AND QUALIFICATIONS OF THE PERSONS) EXERCISING SUCH CONTROL AND THEIR POSITION(S) IN THE ORGANIZATION. BEARING WALL SYSTEMS: LIGHT -FRAME (WOOD) WALLS SHEATHED WITH WOOD STRUCTURAL PANELS MOMENT -RESISTING FRAME SYSTEM: STEEL MOMENT FRAMES NOT SPECIFICALLY DETAILED FOR SEISMIC VERIFY THAT ALL DRAG STRUTS, COLLECTORS, HOLD DOWNS, AND OTHER ELEMENTS OF THE SEISMIC FORCE RESISTING SYSTEMS AREAS INDICATED ON THE DRAWINGS. REQUIRED VERIFICATION AND INSPECTION OF SOILS: REQUIRED VERIFICATION AND INSPECTION CONTINUOUS PERIODIC YES NO VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO X ACHIEVE THE DESIGN BEARING CAPACITY. X VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. X X PERFORM CLASSIFICATION AND TESTING OF COMPACTED X X FILL MATERIALS. VERIFY USED OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF X X COMPACTED FILL. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT: HAS BEEN PREPARED X X PROPERLY. REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL: REQUIRED VERIFICATION AND INSPECTION CONTINUOUS PERIODIC YES NO MATERIAL VERIFICATION OF COLD -FORMED STEEL DECK: - CONFORMS TO QUALITY ASSURANCE INSPECTION X X REQUIREMENTS OF SDI QA/QC INSPECTION OF WELDING: - COLD -FORMED STEEL DECK: - CONFORMS TO QUALITY ASSURANCE X X INSPECTION REQUIREMENTS OF SDI QA/QC - REINFORCING STEEL: - VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN X X ASTM A706. - INSPECT PER AWS DIA SINGLE -PASS X X FILLET WELDS 5116" MAXIMUM - INSPECT ALL OTHER WELDS PER AWS DI.4 X X - REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY X X ELEMENTS OF SPECIAL STRUCTURAL WALLS OF CONCRETE AND SHEAR REINFORCEMENT. - SHEAR REINFORCEMENT. X X -OTHER REINFORCING STEEL. X X REQUIRED VERIFICATION AND INSPECTION OF WOOD CONSTRUCTION: THE SPECIAL INSPECTOR SHALL INSPECT WOOD STRUCTURAL PANEL SHEATHING TO ASCERTAIN WHETHER IT IS OF THE GRADE AND THICKNESS SHOWN ON THE APPROVED BUILDING PLANS. ADDITIONALLY, THE SPECIAL INSPECTOR MUST VERIFY THE NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINING PANEL EDGES, THE NAIL DIAMETER AND LENGTH, THE NUMBER OF FASTENER LINES AND THAT THE SPACING BETWEEN FASTENERS IN EACH LINE AND AT EDGE MARGINS AGREES WITH THE APPROVED CONSTRUCTION DOCUMENTS. WHERE METAL -PLATE -CONNECTED WOOD TRUSSES SPAN 60 FEET OR GREATER, THE SPECIAL INSPECTOR SHALL VERIFY THAT THE TEMPORARY INSTALLATION RESTRAINT/BRACING AND THE PERMANENT INDIVIDUAL TRUSS MEMBER RESTRAINT/BRACING ARE INSTALLED IN ACCORDANCE WITH THE APPROVED TRUSS SUBMITTAL PACKAGE. CONTINUOUS SPECIAL INSPECTION IS REQUIRED DURING FIELD GLUING OPERATIONS OF ELEMENTS OF THE MAIN WIND OR SEISMIC FORCE -RESISTING SYSTEM. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR NAILING, BOLTING, ANCHORING AND OTHER FASTENING COMPONENTS WITHIN THE MAIN WIND OR SEISMIC FORCE -RESISTING SYSTEM, INCLUDING WOOD SHEAR WALLS, WOOD DIAPHRAGMS, DRAG STRUTS, BRACES, SHEAR PANELS AND HOLD-DOWNS. REQUIRED VERIFICATION AND INSPECTION OF ARCHITECTURAL. MECHANICAL AND ELECTRICAL COMPONENTS: REQUIRED VERIFICATION AND INSPECTION CONTINUOUS PERIODIC YES NO VERIFY THE FASTENING OF EXTERIOR CLADDING. X X VERIFY THE ERECTION AND ATTACHMENT OF INTERIOR AND X X EXTERIOR NONBEARING WALLS. VERIFY THE ERECTION AND FASTENING OF INTERIOR AND X X EXTERIOR VENEER. VERIFY THE ANCHORAGE OF STORAGE RACKS. X X VERIFY THE ANCHORAGE OF ACCESS FLOORS. X X VERIFY THE ANCHORAGE OF ELECTRICAL EQUIPMENT FOR X X EMERGENCY OR STANDBY POWER SYSTEMS. VERIFY THE ANCHORAGE OF OTHER ELECTRICAL EQUIPMENT. X X VERIFY THE INSTALLATION OF PIPING SYSTEMS INTENDED TO CARRY FLAMMABLE, COMBUSTIBLE OR HIGHLY TOXIC X X CONTENTS AND THEIR ASSOCIATED MECHANICAL UNITS. VERIFY THE INSTALLATION OF HVAC DUCTWORK THAT WILL X X CONTAIN HAZARDOUS MATERIALS. VERIFY THE INSTALLATION OF VIBRATION ISOLATION SYSTEMS WHERE THE CONSTRUCTION DOCUMENTS REQUIRE A NOMINAL CLEARANCE OF 1/4 INCHES OR LESS X X BETWEEN THE EQUIPMENT SUPPORT FRAME AND RESTRAINT. VERIFY THE INSTALLATION OF COMPONENTS REQUIRING SPECIAL INSPECTIONS PER OTHER PARTS OF THE STATEMENT OF SPECIAL INSPECTION. X VERIFY THE SEISMIC QUALIFICATION OF MECHANICAL AND ELECTRICAL EQUIPMENT. ALL MECHANICAL AND ELECTRICAL EQUIPMENT MUST HAVE THEIR SEISMIC QUALIFICATION X VERIFIED. REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION: REQUIRED VERIFICATION AND INSPECTION CONTINUOUS PERIODIC VES NO INSPECTION OF REINFORCING STEEL, INCLUDING X X PRESTRESSING TENDONS, AND PLACEMENT. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH TABLE "REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL". INSPECTION OF ANCHORS CAST IN CONCRETE. X X INSPECTION OF ADHESIVE ANCHORS INSTALLED IN X X HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS INSPECTIONS OF OTHER MECHANICAL OR ADHESIVE ANCHORS X X VERIFYING USE OF REQUIRED DESIGN MIX X X AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TEST, PERFORM SLUMP AND AIR X CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE X CONCRETE. SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE TAKEN NOTLESSTHAN: - ONCE A DAY. - ONCE FOR EACH 50 CUBIC YARDS. - ONCE FOR EACH 2O00 SQUARE FEET OF SURFACE AREA FOR SLABS AND WALLS. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR X X PROPER APPLICATION TECHNIQUES. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING X X TEMPERATURE AND TECHNIQUES. INSPECTION OF PRESTRESSED CONCRETE: -APPLICATION OF PRESTRESSING FORCES. - GROUTING OF BONDED PRESTRESSING X X TENDONS IN THE SE ISM IG-FORCE-RES ISTING-SYSTEM. ERECTION OF PRECAST CONCRETE MEMBERS. X X VERIFICATION OF IN -SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST TENSIONED X X CONCRETE. VERIFICATION OF IN -SITU CONCRETE STRENGTH, PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND X X STRUCTURAL SLABS. INSPECT FORMWORK FOR SHAPE, LOCATION AND X DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. X SPECIAL INSPECTION FOR STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE QUALITY ASSURANCE INSPECTION REQUIREMENTS OF AISC 360-10, SECTION N. SPECIAL INSPECTION FOR STRUCTURAL STEEL FOR SEISMIC FORCE -RESISTING SYSTEMS SHALL BE IN ACCORDANCE WITH THE QUALITY ASSURANCE REQUIREMENTS OF AISC 341-10, SECTION J IN ADDITION TO THE REQUIREMENTS OF AISC 360-10, SECTION N. SUMMARY OF AISC 360.10, SECTIONS N5: THIS IS A SUMMARY PROVIDED FOR CONVENIENCE ONLY AND SHALL NOT RELIEVE THE CONTRACTOR OR INSPECTOR OF ANY REQUIREMENTS OF AISC 360-10: OBSERVE (0): THE INSPECTOR SHALL OBSERVE THESE FUNCTIONS ON A RANDOM, DAILY BASIS. OPERATIONS NEED NOT BE DELAYED PENDING OBSERVATIONS. PERFORM (P): THESE INSPECTIONS SHALL BE PERFORMED PRIOR TO THE FINAL ACCEPTANCE OF THE ITEM. AISC 360-10, SECTION N5 -MINIMUM REQUIREMENTS FOR INSPECTION OF STRUCTURAL STEEL BUILDINGS: AISC 36040, TABLE N5.4-1: INSPECTION TASKS PRIOR TO WELDING QC QA WELDING PROCEDURE SPECIFICATIONS(WPSs) AVAILABLE P P MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE P P MATERIAL IDENTIFICATION(TYPE/GRADE) O O WELDER IDENTIFICATION SYSTEM O O FIT -UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY): -JOINT PREPARATION - DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) O O -CLEANLINESS (CONDITION OF STEEL SURFACES) -TACKING (TACK WELD QUALITYAND LOCATION) -BACKING TYPE AND FIT (IF APPLICABLE) CONFIGURATION AND FINISH OF ACCESS HOLES O O FIT -UP OF FILLET WELDS -DIMENSIONS(ALIGNMENT, GAPS AT ROOT) - CLEANLINESS (CONDITION OF STEEL SURFACES) O O -TACKING (TACK WELD QUALITY AND LOCATION) CHECK WELDING EQUIPMENT O AISC 360-10, TABLE N5.4-2: INSPECTION TASKS DURING WELDING QC QA USE OF QUALIFIED WELDERS O O CONTROL AND HANDLING OF WELDING CONSUMABLES -PACKAGING O O - EXPOSURE CONTROL NO WELDING OVER CRACKED TACKS O O ENVIRONMENTAL CONDITIONS - WIND SPEED WITHIN LIMITS O O - PRECIPITATION AND TEMPERATURE WPS FOLLOWED - SETTINGS ON WELDING EQUIPMENT -TRAVELSPEED -SELECTED WELDING MATERIALS O O - SHIELDING GAS TYPETLOW RATE - PREHEAT APPLIED - INTERPASS TEMPERATURE MAINTAINED (MIN/MAX) -PROPER POSITION (F, V. H. OH) WELDING TECHNIQUES - INTERPASS AND FINAL CLEANING O O -EACH PASS WITHIN PROFILE LIMITATIONS -EACH PASS MEETS QUALITY REQUIREMENTS AISC 360-10, TABLE N5.4-3: INSPECTION TASKS AFTER WELDING QC QA WELDS CLEANED O O SIZE, LENGTH, AND LOCATION OF WELDS P P WELDS MEET VISUAL ACCEPTANCE CRITERIA - CRACK PROHIBITION - WELD/BASE-METAL FUSION - CRATER CROSS SECTION P P - WELD PROFILES AND SIZE -UNDERCUT - POROSITY ARC STRIKES P P k-AREA (WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAVE BEEN PERFORMED IN THE k-AREA, VISUALLY INSPECT THE WEB P P k-AREA FOR CRACKS WITHIN 3INCHES OF THE WELD). BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) P P REPAIR ACTIVITIES P P DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER P P NDT OF WELDED JOINTS: CJP GROOVE WELD NDT FOR STRUCTURES IN RISK CATEGORY III OR IV, ULTRASONIC TESTING (UT) SHALL BE PERFORMED BY QA ON ALL CJP GROOVE WELDS SUBJECT TO TRANSVERSELY APPLIED TENSION LOADING IN BUTT, T- AND CORNER JOINTS, IN MATERIALS 5116 INCH THICK OR GREATER. FOR STRUCTURES IN RISK CATEGORY II, UT SHALL BE PERFORMED BY QA ON 10% OF CJP GROOVE WELDS IN BUTT, T- AND CORNER JOINTS SUBJECT TO TRANSVERSELY APPLIED TENSION LOADING, IN MATERIALS 5/16 INCH THICK OR GREATER. ACCESS HOLE NOT THERMALLY CUT SURFACES OF ACCESS HOLES SHALL BE TESTED BY QA USING MAGNETIC PARTICLE TESTING (MT) OR PENETRANT TESTING (PT), WHEN THE FLANGE THICKNESS EXCEEDS 2INCHES FOR ROLLED SHAPES, OR WHEN THE WEB THICKNESS EXCEEDS 2INCHES FOR BUILT-UP SHAPES. ANY CRACK SHALL BE DEEMED UNACCEPTABLE REGARDLESS OF SIZE OR LOCATION. WELDED JOINTS SUBJECTED TO FATIGUE CJP WELDED JOINTS REQUIRE WELD SOUNDNESS TO BE ESTABLISHED BY RADIOGRAPHIC OR UTAS REQUIRED BY AISC 360-10, APPENDIX 3, TABLE A-3.1. INCREASE IN RATE OF UT WHERE THE INITIAL RATE OF UT IS 10%, THE NDT RATE FOR AN INDIVIDUAL WELDER OR WELDING OPERATOR SHALL BE INCREASED TO 100%SHOULD THE REJECT RATE, EXCEEDS 5%OF THE WELDS TESTED FOR THE WELDER OR WELDING OPERATOR. A SAMPLING OF 20 COMPLETED WELDS FOR A JOB SHALL BE MADE PRIOR TO IMPLEMENTING SUCH AN INCREASE. FOR CONTINUOUS WELDS OVER 3 FEET, EACH 12INCH INCREMENT SHALL BE CONSIDERED AS ONE WELD. AISC 360-10, TABLE N5.6-1: INSPECTION TASKS PRIOR TO BOLTING QC QA MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS O P FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS O O PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH, IF O O THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE) PROPER BOLTING PROCEDURE SELECTED FOR THE JOINT DETAIL O O CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND O O HOLE PREPARATION, IF SPECIFIED, MEETAPPLICABLE REQUIREMENTS PRE -INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND P O DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS, AND OTHER FASTENER O O COMPONENTS AISC 360.10. TABLE N5.64: INSPECTION TASKS DURING BOLTING QC QA FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND O O WASHER (IF REQUIRED) ARE POSITIONED AS REQUIRED JOINT BROUGHT TO THE SNUG -TIGHT CONDITION PRIOR TO THE PRETENSIONING O O OPERATION FASTENER COMPONENT NOT TURNED BYTHE WRENCH PREVENTED FROM ROTATING O O FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS, SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH- O O STRENGTH BOLTS, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES AISC 360-10, TABLE N5.6-3: INSPECTION TASKS AFTER BOLTING QC QA DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P P �V W O U L P EPT AN CHIT ERURE IENG i NEER ING IGEOsv AT i AL 7635 Interactive Way Suite 100 C Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E r Ito ■1 LY N m K c m 0 mM CV E o NV 0 U ME o M C V Q a a— N N Z3 d E m = U Issuances: DUCRI"aN Prom. No.: 074904 Date: 05/01/19 A Sheet Name: SPECIAL INSPECTION DATE: 10/31/19 �+` ZGI '' 2 IL STATEMENT OF SPECIAL INSPECTIONS CONT.: REQUIRED VERIFICATION AND INSPECTION OF SPRAYED FIRE-RESISTANT MATERIALS: REQUIRED VERIFICATION AND INSPECTION CONTINUOUS PERIODIC YES NO THE SURFACES SHALL BE PREPARED IN ACCORDANCE WITH THE APPROVED FIRE -RESISTANCE DESIGN AND THE ALL SURFACES TO BE APPROVED MANUFACTURER'S WRITTEN INSTRUCTIONS. THE INSPECTED BEFORE THE PREPARED SURFACE OF STRUCTURAL MEMBERS TO BE APPLICATION OF THE X SPRAYED SHALL BE INSPECTED BEFORE THE APPLICATION SPRAYED FIRE-RESISTANT OF THE SPRAYED FIRE-RESISTANT MATERIAL. MATERIAL. THE INSPECTOR SHALL VERIFY THAT THE MINIMUM AMBIENT TEMPERATURE BEFORE AND AFTER APPLICATION AS X X SPECIFIED IN THE APPROVED MANUFACTURER'S WRITTEN INSTRUCTIONS IS MAINTAINED. THE INSPECTOR SHALL VERIFY THE AREA FOR APPLICATION IS VENTILATED DURING AND AFTER APPLICATION AS X X REQUIRED BY THE APPROVED MANUFACTURER'S WRITTEN INSTRUCTIONS INSPECTION FOR MASTIC AND INTUMESCENT FIRE- RESISTANT COATINGS APPLIED TO STRUCTURAL ELEMENTS AND DECKS SHALL BE IN ACCORDANCE WITH AWCI I2-B. X X INSPECTIONS SHALL BE BASED ON THE FIRE -RESISTANCE DESIGN AS DESIGNATED IN THE APPROVED CONSTRUCTION DOCUMENTS. THE INSPECTOR SHALL VERIFY THE AVERAGE THICKN ESS OF THE SPRAYED FIRE-RESISTANT MATERIALS APPLIED TO STRUCTURAL ELEMENTS IS NOT LESS THAN THE THICKNESS REQUIRED BY THE APPROVED FIRE-RESISTANT DESIGN. THICKNESS SHALL BE DETERMINED IN ACCORDANCE WITH ASTM E605. THE THICKNESS OF THE SPRAYED FIRE- RESISTANT MATERIAL APPLIED TO FLOOR, ROOF AND WALL ASSEMBLIES SHALL BE DETERMINED IN ACCORDANCE WITH ASTM E605 BY TAKING THE AVERAGE OF NOT LESS THAN FOUR MEASUREMENTS FOR EACH 1,000 SQUARE FEET OF THE SPRAYED AREA ON EACH FLOOR, ROOF, WALL OR PART THEREOF. THE THICKNESS OF SPRAYED FIRE- RESISTANT MATERIAL APPLIED TO STRUCTURAL MEMBERS SHALL BE DETERMINED IN ACCORDANCE WITH ASTM E605. THICKNESS TESTING SHALL BE PERFORMED ON NOT LESS THAN 25%OF THE STRUCTURAL MEMBERS ON EACH FLOOR. A. INDIVIDUALLY MEASURED THICKNESS, WHICH EXCEEDS THE THICKNESS SPECIFIED IN A DESIGN BY 1/4" OR MORE SHALL BE RECORDED AS THE THICKNESS SPECIFIED IN DESIGN PLUS 1/4". B. FOR DESIGN THICKNESSES GREATER THAN 1", THE MINIMUM ALLOWABLE INDIVIDUAL THICKNESS SHALL BE THE DESIGN THICKNESS MIN US 25%. THE INSPECTOR SHALL VERIFY THE DENSITY OF THE SPRAYED FIRE-RESISTANT MATERIAL IS NOT LESS THAN THE DENSITY REQUIRED IN THE APPROVED FIRE-RESISTANT DESIGN. THE DENSITY OF SPRAYED FIRE-RESISTANT MATERIAL SHALL BE DETERMINED IN ACCORDANCE WITH ASTM A605. THE INSPECTOR SHALL VERIFY THE COHESIVE/ADHESIVE BOND STRENGTH OF THE CURED SPRAYED FIRE-RESISTANT MATERIAL APPLIED TO STRUCTURAL ELEMENTS IS NOT LESS THAN 150 POUNDS PER SQUARE FOOT. THE COHESIVE/ADHESIVE BOND STRENGTH SHALL BE DETERMINED IN ACCORDANCE TO ASTM A736 BY TESTING IN -PLACE SAMPLES OF SPRAYED FIRE-RESISTANT MATERIAL. THE TEST SAMPLES SHALL BE SELECTED FROM EACH FLOOR, ROOF AN D WALL ASSEMBLY AT A RATE OF ONE SAMPLE FOR EVERY 10,000 SQUARE FOOT OF SPRAYED AREA IN EACH STORY. THE TEST SAMPLES SELECTED FROM BEAMS, GIRDERS, JOISTS, TRUSSES AND COLUMNS SHALL BE AT RATE OF NOT LESS THAN ONE SAMPLE FOR EACH TYPE OF STRUCTURAL FRAMING MEMBER FOR EVERY 10,000 SQUARE FOOT OF FLOOR AREA OR PART THEREOF. THE INSPECTOR SHALL PROVIDE A FINAL INSPECTION REPORT AFTER PATCHING AND REPAIR OF DAMAGED OR NOW COMPLIANT SPRAYED FIRED -RESISTANT MATERIALS. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel ',PAG11 SPECIAL INSPECTION AND TESTS FOR MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE QUALITY ASSURANCE PROGRAM REQUIREMENTS OF THE MASONRY SOCIETY (TMS) 402/ACI 530/ASCE 5 AND TMS 602JACI 530.1/ASCE 6. TABLE 3.1.1- LEVEL A QUALITY ASSURANCE MINIMUM VERIFICATION PRIOR TO CONSTRUCTION, VERIFY CERTIFICATES OF COMPLIANCE USED IN MASONRY CONSTRUCTION TABLE 3.1.2- LEVEL B QUALITY ASSURANCE MINIMUM TESTS VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) AS DELIVERED TO THE PROJECT SITE IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.5B.1.b.3 FOR SELF -CONSOLIDATING GROUT VERIFICATION OF fMAND f� IN ACCORDANCE WITH SPECIFICATION ARTICLE 1AB PRIORTO CONSTRUCTION, EXCEPT WHEN SPECIFICALLY EXEMPTED BY THIS CODE MINIMUM SPECIAL INSPECTION INSPECTION TASK FREQUENCYI°I REFERENCE FOR CRITERIA TMS 402/ TM$602/ CONTINUOUS PERIODIC ACI530/ ACI 530.1/ ASCE 6 ASCE 6 1. VERIFY COMPLIANCE WITH THE X Art 1.5 APPROVED SUBMITTALS 2. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: a. PROPORTIONS OF SITE- X Ad. 2.1, 2.6 A PREPARED MORTAR b. CONSTRUCTION OF MORTAR X AN. 3.3 B JOINTS c. GRADE AND SIZE OF PRESTRESSING TENDONS X AN. 2.4 B, 2.4 H AND ANCHORAGES d. LOCATION OF REINF, CONNECTORS, AND X Ad. 3.4.3.6 A PRESTRESSING TENDONS AND ANCHORAGES e. PRESTRESSING TECHNIQUE X AN. 3.6B I. PROPERTIES OF THIN -BED XI^I XI°I AN. 2.1C MORTAR FOR AAC MASONRY 3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: a. GROUTSPACE X Ad. 3.2 D. 3.2F b. GRADE, TYPE, AND SIZE OF REINF. AND ANCHOR BOLTS, X AND PRESTRESSING Sect. 6.1 Ad. 2.4. 3.4 TENDONS AND ANCHORAGES c. PLACEMENT OF REINF., Sect. 6.1, CONNECTORS, AND X 6.2.1, 6.2.6, Ad. 3.2 E, 3.41 PRESTRESSING TENDONS 627 3.6A AND ANCHORAGES d. PROPORTIONS OF SITE - PREPARED GROUT AND Art 2.6 B, 2.4 PRESTRESSING GROUT FOR X G.1.b BONDEDTENDONS e. CONSTRUCTION OF MORTAR X M. 3.3 B JOINTS 4. VE RIFY D U R IN G CON STRU CTION: a. SIZE AND LOCATION OF X M. 3.3 F STRUCTURAL ELEMENTS b. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OR ANCHORAGE OF X Sect. 1.2.1(e), MASONRY TO STRUCTURAL 6.1.4.3. 6.2.1 MEMBERS, FRAMES, OR OTHER CONSTRUCTION Sect 8.1.6.7.2, C. WELDING OF REINF. X 9.3.3.4(c), 11.3.3.4(b) d. PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD WEATHER X Ad. 1.8 C, 1.8 D (TEMPERATURE BELOW 40°F) OR HOT WEATHER (TEMPERATURE ABOVE 90°F) e. APPLICATIONAND MEASUREMENTOF X Ad. 3.68 PRESTRESSING FORCE f. PIACEMENTOF GROUTAND PRESTRESSING GROUT FOR Ad. 3.5. 3.6 C BONDED TENDONS IS IN X COMPLIANCE g. PLACEMENT OF AAC MASONRY UNITS AND XI^I X(C) Ad. 3.38.9, CONSTRUCTION OF THIN -BED 3.3 FAb MORTAR JOINTS An. 1.4 5. OBSERVE PREPARATION OF GROUT B.2.a.a.3, 1.4 SPECIMENS, MORTAR SPECIMENS, X 8.2.b.3, 1.4 AND/OR PRISMS 8.2.c.3, 1.4 8.3, 1.48.4 (a) FREQUENCY REFERS TO THE FREQUENCY OF SPECIAL INSPECTION, WHICH MAY BE CONTINUOUS DURING THE TASK LISTED OR PERIODIC DURING THE LISTED TASK, AS DEFINED IN THE TABLE. (b) REQUIRED FOR THE FIRST 5000 SQUARE FEET OF AAC MASONRY. (c) REQUIRED AFTER THE FIRST 5000 SQUARE FEET OF AAC MASONRY. TABLE 3.1.3. LEVEL C QUALITY ASSURANCE MINIMUM TESTS VERIFICATION OF NAND fAR IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.4 B PRIOR TO CONSTRUCTION AND FOR EVERY 5000 SO, FT. DURING CONSTRUCTION VERIFICATION OF PROPORTIONS OF MATERIALS IN PREMIXED OR PREBLENDED MORTAR, PRESTRESSING GROUT, AND GROUT OTHER THAN SELF -CONSOLIDATING GROUT, AS DELIVERED TO THE PROJECT SITE VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) A$ DELIVERED TO THE PROJECT SITE IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.5B.i.b.3 FOR SELF -CONSOLIDATING GROUT MINIMUM SPECIAL INSPECTION INSPECTION TASK FREQUENCYN REFERENCE FOR CRITERIA TMS Q21 TMS 602/ CONTINUOUS PERIODIC ACI5301 ACI 530.1/ ASCE 6 ASCE 6 1. VERIFY COMPUANCE WITH THE X Ad. 1.5 APPROVED SUBMITTALS 2. VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: a. PROPORTIONS OF SITE - MIXED MORTAR, GROUTAND Ad. 2.1. 2.6 PRESTRESSING GROUT FOR X A, 2.6 B, 2.6 BONDED TENDONS C. 2.4 G.1.b It. GRADE, TYPE, AND SIZE OF REINF. AND ANCHOR BOLTS, AND PRESTRESSING X Sect. 6.1 Ad. 2.4, 3.4 TENDONS AND ANCHORAGES c. PLACEMENT OF MASONRY UNITS AND CONSTRUCTION X Ad. 3.3B OF MORTAR JOINTS d. PLACEMENT OF REINF., Sect . 6.1, CONNECTORS, AND X 6.2.1.6.2.6. Ad. 3.2 E, 3.4, PRESTRESSING TENDONS 627 3.6A AND ANCHORAGES e. GROUT SPACE PRIOR TO Ad. 3.2 D, GROUTING X 3.2 F f. PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR X Art. 3.5, 3.6 C BONDED TENDONS g. SIZE AND LOCATION OF X Art. 3.3F STRUCTURAL ELEMENTS 6. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OR ANCHORAGE OF X Sect 1.2.1(e), MASONRY TO STRUCTURAL 6.1.4.3. 6.2.1 MEMBERS, FRAMES, OR OTHER CONSTRUCTION Sect. 8.1.6.7.2, I. WELDING OF REINF. X 9.3.3.4(c), 11.3.3.4(b) j. PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD WEATHER Ad. 1.8 C. 1.8 D (TEMPERATURE BELOW 40°F) OR HOT WEATHER X (TEMPERATURE ABOVE 90°F) K. APPLICATION AND MEASUREMENTOF X AN. 3.6B PRESTRESSING FORCE I. PLACEMENTOF AAC MASONRY UNITSAND X AN. 3.3 B.9, CONSTRUCTION OF THIN -BED 3.3 F.1.b MORTAR JOINTS M. PROPERTIES OF THIN -BED X Art 2.1 CA MORTAR FOR AAC MASONRY Art. 1.4 3. OBSERVE PREPARATION OF GROUT B.2.a.3,1 1.4 SPECIMENS, MORTAR SPECIMENS, X 8.2.b.3, 1.4 AND/OR PRISMS 8.2.c.3, 1.4 8.3, 1.4 B.4 (a) FREQUENCY REFERS TO THE FREQUENCY OF SPECIAL INSPECTION, WHICH MAY BE CONTINUOUS DURING THE TASK LISTED OR PERIODIC DURING THE LISTED TASK, AS DEFINED IN THE TABLE. 74ALi WOOLG ERT ARCHITECTURE �NOINEEINOmOEOWATIAL 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 E U � C J '- K U Q) V r^ I � c m O a c � m � i Cam(DN o € ro my W o m C 9 O C ABBREVIATIONS: (0 y E CL CENTERLINE MAX MAXIMUM m d So °F DEGREES FAHRENHEIT MIN MINIMUM B " INCH MPII MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (E) EXISTING NTS NOT TO SCALE (N) NEW OC ON CENTER ACI AMERICAN CONCRETE INSTITUTE OF OPPOSITE HAND (MIRRORED) ISSUBnCeS: ASCE AMERICAN SOCIETYOF CIVIL ENGINEERS PL PLATE ASTM AMERICAN SOCIETYFOR TESTING AND MATERIALS PSI POUNDS PER SQUARE INCH z Descmencn MT 0 Issued For Building 2 Remew 10/05/1 BOT BOTTOM PJP PARTIAL JOINT PENETRATION WELD 1 Issued For Building Permit 05/01/1 C CHANNEL RBS REDUCED BEAM SECTION CET CRITICAL EXPOSURE TEMPERATURE REF REFERENCE CJ CONTROL JOINT REINF REINFORCING CJP COMPLETE JOINT PENETRATION WELD READ REQUIRED CL CENTERLINE REV REVISION CLR CLEAR, CLEARANCE SC SLIP CRITICAL COL COLUMN SH SHEET CONC CONCRETE SIM SIMILAR DIA DIAMETER SME SUBJECT MATTER EXPERT DO DITTO SQ SQUARE DWG DRAWING STD STANDARD Prom. No.: 074904 EF EACH FACE SYM SYMMETRICAL EJ EXPANSION JOINT T&B TOP AND BOTTOM Date: 05/01/19 EL ELEVATION TOO TOP OF CONCRETE EQ EQUAL, EQUALLY TOS TOP OF STEEL EW EACH WAY TYP TYPICAL FDN FOUNDATION UNO UNLESS NOTED OTHERWISE FT FULLY TENSIONED VERT VERTICAL fN SPECIFIED COMPRESSIVE STRENGTH OF CLAY MASONRY OR CONCRETE MASONRY, PSI W WIDE FLANGE ROLLED STEEL BEAM Sheet Name: fA SPECIFIED COMPRESSIVE STRENGTH OF AAC MASONRY, PSI WP WORKING POINT A SPECIAL INSPECTION GA GAUGE WT STRUCTURALTEE HORIZ HORIZONTAL WWF WELDED WIRE FABRIC CONT. HSS HOLLOW STRUCTURAL SECTION (TUBE STEEL) XS EXTRA -STRONG ICC-ES INTERNATIONAL CODE COUNCIL EVALUATION SERVICE IBC INDIANA BUILDING CODE KIP THOUSAND POUNDS FORCE KSI THOUSAND POUNDS PER SQUARE INCH L STEELANGLE LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL S2=003 DATE: 10/31/19 1 1 2 1 3 1 4 1 5 1 6 1 7 1 6 1 9 R RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel '"1 DATE: 10/31/19 3.4 4.5 30'-0' 13-3112" 14-8112" 14-1112" 14'-1112" I I I I I I I I I I I I I II I I I E6 I 2g TYI SIM. 04 -TYR i i h ul f N I S-7 S4 S4 s- h S7 S-5 ++4Ny w At Zy 103 ,'TYP. _ 2-30 TYP.i At 2 50 OVERALL FIRST FLOOR PLAN crnl v vvv^= �s^ OKEYNOTES 101 INDICATES 4" LIGHTWEIGHT CONCRETE SLAB REINFORCED WITH 3#/CY FIBERMESH 650 OVER 4" RIGID INSULATION; REF. DETAIL C4/S2-301. 102 INDICATES CONTROL/CONSTRUCTION JOINT; REF. DETAIL C4/S2-301. 103 ZX6 PONY WALL WITH PRESSURE TREATED SILL (SPRICE PINE FIR) AND VERTICAL STUDS PER DETAILS AND ELEVATIONS. 104 POST FROM ABOVE. REFER TO LEVEL ABOVE FOR SIZE CALL OUT. 118.3 38.5 9.9 10.4 1C 26-T 13WS-70"1,A-6" 7- i. .. 11-� 1. „-T 1. 16 a'F C.2 C.7 1 2 NORTH KEY PLAN WOOLG EUT MCNITEMMIENOINEw11NOjOEOVATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D C B a--+ E cam E U � J•� (D U CL a o � L _ Q) n o` € o � N � my C 203 OW = V 00 - L - N N C.)SE m So Issuances: oESM"M Prom. No.: 074904 Date: 05/01/19 A Sheet Name: OVERALL FIRST FLOOR PLAN S2=101 1 3 4 5 7 L, W R n 3.4 n 4.5 3D'-0. Y. 1'-30 W-11n' IN-1112' L 28'-3. 28'-3. BLDGw 2 - FIRST FLOOR FRAMING PLAN - Area A SCALE : 3/16" = l'-0" 1ST FLOOR: FLOOR FRAMING PLAN NOTES: 1. TOP OF FINISH FLOOR = 849'-10°, TOP OF WOOD TRUSS =- 1 112" FROM TOP FINISH FLOOR (3/4' OSB 3/4' GYPCRETE). 2. FLOOR SHEATHING, REF SHEET S2-001, UNLESS OTHERWISE NOTED ON PLAN. FLOOR SHEATHING IS APPLIED PERPENDICULAR TO TRUSSES UNLESS OTHERWISE NOTED. 3. FLOOR FRAMING MEMBERS ARE 18" DEEP PRE-ENGINEERED PARALLEL CHORD PLATED FLOOR TRUSSES TO BE SPACED AT 24"ON CENTER MAX. UNLESS NOTED OTHERWISE. EXACT FLOOR TRUSS/JOIST LAYOUT AND DIMENSIONS ARE THE RESPONSIBILITY OF THE TRUSS FABRICATOR AND FRAMING SUBCONTRACTOR. TRUSSMOISTSUBCONTRACTORS LAYOUT SHALL BE COORDINATED WITH US THE MECHANICAL, ELECTRICAL AND PLUMBING SUBCONTRACTORS PRIOR TO SUBMISSION N TRUSS SHOP DRAWINGS, FABRICATION AND INSTALLATION TO ENSURE THE PROPOSED ELEMENTS, , FIXTURES, ES NECESSARY CLEARANCES FOR THE MECHANICAL ,ELECTRICAL AND PLUMBING TRADE ELEMENTS, FIXTURES, DUCTING AND PIPING. EXACT FRAMING LAYOUT SHALL BE COORDINATED WITH ALL OTHER TRADE SUBCONTRACTORS PRIOR TO INSTALLATION OR ITEMS INCLUDING BUT NOT LIMITED TO: ELECTRIC PANELS, ELECTRIC FIXTURES (INCLUDING CAN LIGHTS), FIRE EXTINGUISHER CABINETS, MEDICINE CABINETS, CONTROL JOINTS, DOOR FRAMING AND HVAC DUCTS/SOFFITS. IF THE LAYOUT IS CHANGED SUCH THAT THE LOADING ON HEADERS/BEAMS IS INCREASED, THE FRAMING SUBCONTRACTOR SHALL SUBMIT A REVISED SCHEDULE OF THOSE HEADERS/BEAMS STAMPED BY AN ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. 4. FLOOR TRUSS DESIGN LOADS AND CONSTRUCTION REQUIREMENTS ARE PROVIDED IN GENERAL NOTES ON SHEET S2-001. 5. HEADERS SHOWN ON FLOOR PLAN ARE FOR OPENINGS BELOW THE FLOOR AND SUPPORT THE FLOOR FRAMING SHOWN ON PLAN. 6. SEE ARCHITECTURAL DRAWINGS FOR ALL OPENING LOCATIONS AND SIZES. TRUSS SUPPLIER SHALL PROVIDE SUPPLEMENTARY FRAMING, HEADER AND INCREASED CAPACITY REQUIREMENTS OF ADJACENT MEMBERS AS NECESSARY TO SUPPORT INTERRUPTED FRAMING. 7. "S-1, S-2, S-3 ETC." WALLS DESIGNATED ON PLANS ARE TO BE SHEAR WALLS: SEE APPROPRIATE SHEAR WALL ELEVATIONS ON S2-200 SERIES SHEETS AND ASSOCIATED SECTIONS AND DETAILS. 8. SEE THE WALL STUD SCHEDULE ON SHEET S2-501 FOR TYPICAL AND SPECIAL WALL FRAMING, DENOTED EW-1 AND CW-1. nrn10TES JACK STUDS. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel '"1G, DATE: 10/31/19 OKEYNOTES 705 PONY WALL BELOW HEADER LEGEND: SEE SHEET S2-501 FOR H EAD ER SCHED ULE HL3-9.5/2.3 L# OF KING STUDS ADJACENT TO JACK STUDS # OF JACK STUDS UNDER EACH END OF HEADER HEADER SIZE -SEE HEADER SCHEDULE FOR ACTUAL SIZE NOTE: ALL JACK AND KING STUDS TO BE 2X6 SPRUCE PINE FIR NO 1/NO 2 P1 INDICATES BX6 DFL NO 1 AS JACK STUD BLDG. 2 NORTH KEY PLAN \,/ WOOLG ERT MCNITEUL E IENGINEWINGIGEOWATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E r Iy 03 In., WfEENJ W E cam U � J•� J W � U Of o a � L 0 Q) N € o � � tE V W C O n1 C 00 a— L - N E �E U m So Qlssuances: Prom. No.: 074904 Date: 05/01/19 Sheet Name: BLDG. 2-FIRST FLOOR FRAMING PLAN - AREA A S2=101 A 1 I 3 4 5 7 W R m of Of t— CO fn N 0 m CO E 3 C CO IL d ED d 8.3 8.5 9.9 10 10Y.4 11 28'-3' b 5'-1131' V 5'-3&0' 2T-r �t"t" 11'-3. V 1T-0" — — — --�-- — — — — — — — — — — — — N�----- — — — — — — 1----1------------- -- -- ii T if--- Q ' I BLDG. 2 • FIRST FLOOR FRAMING PLAN • Area B SHALL: J/lE"=l'—U 1ST FLOOR: FLOOR FRAMING PLAN NOTES 1. TOP OF FINISH FLOOR = 849-10", TOP OF WOOD TRUSS =— 1 1/2" FROM TOP OF FINISH FLOOR (3/4" OSB 3/4" GYPCRETE). 2. FLOOR SHEATHING, REF SHEET S2-001, UNLESS OTHERWISE NOTED ON PLAN. FLOOR SHEATHING IS APPLIED PERPENDICULAR TO TRUSSES UNLESS OTHERWISE NOTED. 3. FLOOR FRAMING MEMBERS ARE 18" DEEP PRE-ENGINEERED PARALLEL CHORD PLATED FLOOR TRUSSES AT 24.ON CENTER (MAX.) UNLESS NOTED OTHERWISE. EXACT FLOOR TRUSS/JOIST LAYOUT AND DIMENSIONS ARE THE RESPONSIBILITY OF THE TRUSS FABRICATOR AND FRAMING SUBCONTRACTOR. TRUSS/JOIST LAYOUT SHALL BE COORDINATED WITH THE MECHANICAL, ELECTRICAL AND PLUMBING SUBCONTRACTORS PRIOR TO SUBMISSION OF TRUSS SHOP DRAWINGS, FABRICATION AND INSTALLATION TO ENSU RE THE PROPOSED LAYOUT PROVIDES NECESSARY CLEARANCES FOR THE MECHANICAL, ELECTRICAL AND PLUMBING TRADE ELEMENTS, FIXTURES, DUCTING AND PIPING. EXACT FRAMING LAYOUT SHALL BE COORDINATED WITH ALL OTHER TRADE SUBCONTRACTORS PRIOR TO INSTALLATION OR ITEMS INCLUDING BUT NOT LIMITED TO: ELECTRIC PANELS, ELECTRIC FIXTURES (INCLUDING CAN LIGHTS), FIRE EXTINGUISHER CABINETS, MEDICINE CABINETS, CONTROL JOINTS, DOOR FRAMING AND HVAC DUCTS/SOFFITS. IF THE LAYOUT IS CHANGED SUCH THAT THE LOADING ON HEADERS/BEAMS IS INCREASED, THE FRAMING SUBCONTRACTOR SHALL SUBMITA REVISED SCHEDULE OF THOSE HEADERS/BEAMS STAMPED BYAN ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. 4. FLOOR TRUSS DESIGN LOADS AND CONSTRUCTION REQUIREMENTS ARE PROVIDED IN GENERAL NOTES ON SHEET S2-001. 5. HEADERS SHOWN ON FLOOR PLAN ARE FOR OPENINGS BELOW THE FLOOR AND SUPPORT THE FLOOR FRAMING SHOWN ON PLAN. 6. SEE ARCHITECTURAL DRAWINGS FOR ALL OPENING LOCATIONS AND SIZES. TRUSS SUPPLIER SHALL PROVIDE SUPPLEMENTARY FRAMING, HEADER AND INCREASED CAPACITY REQUIREMENTS OF ADJACENT MEMBERS AS NECESSARY TO SUPPORT INTERRUPTED FRAMING. 7. "S-1, S-2, S-3 ETC." WALLS DESIGNATED ON PLANS ARE TO BE SHEAR WALLS: SEE APPROPRIATE SHEAR WALL ELEVATIONS ON S2-200 SERIES SHEETS AND ASSOCIATED SECTIONS AND DETAILS. 8. SEE THE WALL STUD SCHEDULE ON SHEET S2-501 FOR TYPICAL AND SPECIAL WALL FRAMING, DENOTED EW-1 AND CW-1. 9.' DENOTES JACK STUDS. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel 11"10 DATE: 10/31/19 OKEYNOTES 105I PONY WALL BELOW HEADER LEGEND: SEE SHEET S2-501 FOR HEADER SCHEDULE HL3-9.5/2.3 L# OF KING STUDS ADJACENT TO JACK STUDS # OF JACK STUDS UNDER EACH END OF HEADER HEADER SIZE - SEE HEADER SCHEDULE FOR ACTUAL SIZE NOTE: ALL JACK AND KING STUDS TO BE 2X6 SPRUCE PINE FIR NO 1/NO2 P1 INDICATES 6X6 DFL NO 1 AS JACK STUD 9 C.2 — — C.7 ----- D.3 E.6 B BLDG. 2 NORTH KEY PLAN WOOLG ERT MCHITECTNE IENGINEEIINGjGECWATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E W we] a--+ E Q _O E U � J �^, W U o 0 Of a C n�o � N € �o my U c 00 L _ N E Lo ° U m = U Qlssuances: Prom. No.: 074904 Date: 05/01/19 A Sheet Name: BLDG. 2-FIRST FLOOR FRAMING PLAN AREA B S2=1016 3 4 5 7 L, W R I I I I I I I I INI 1�1 73'-0717 74'-8712' 74'-7717 74-1112' 20'-3' 20'-3' w m I U� TVP 11 e4k P I I I I I I I �QI I I I I I I I BLDG. 2 = SECOND FLOOR FRAMING PLAN = Area A FYN_11M=01i[aBHe WuEu.ia:wat.in:11AA- ,1a-n 1. TOP OF FINISH FLOOR - 862'4m, TOP OF WOOD TRUSS =- 1 1/2" FROM TOP OF FINISH FLOOR (3/4' OSB + 3/4' GYPCRETE). 2. FLOOR SHEATHING, REF SHEET S2-001, UNLESS OTHERWISE NOTED ON PLAN. FLOOR SHEATHING IS APPLIED PERPENDICULAR TO TRUSSES UNLESS OTHERWISE NOTED. 3. FLOOR FRAMING MEMBERS ARE 18" DEEP PRE-ENGINEERED PARALLEL CHORD PLATED FLOOR TRUSSES TO BE SPACED AT 24° ON CENTER (MAX.) UNLESS NOTED OTHERWISE. EXACT FLOOR TRUSS/JOIST LAYOUT AND DIMENSIONS ARE THE RESPONSIBILITY OF THE TRUSS FABRICATOR AND FRAMING SUBCONTRACTOR. TRUSS/JOIST LAYOUT SHALL BE COORDINATED WITH THE MECHANICAL, ELECTRICAL AND PLUMBING SUBCONTRACTORS PRIOR TO SUBMISSION OF TRUSS SHOP DRAWINGS, FABRICATION AND INSTALLATION TO ENSURE THE PROPOSED LAYOUT PROVIDES NECESSARY CLEARANCES FOR THE MECHANICAL, ELECTRICAL AND PLUMBING TRADE ELEMENTS, FIXTURES, DUCTING AND PIPING. EXACT FRAMING LAYOUT SHALL BE COORDINATED WITH ALL OTHER TRADE SUBCONTRACTORS PRIOR TO INSTALLATION OR ITEMS INCLUDING BUT NOT LIMITED TO: ELECTRIC PANELS, ELECTRIC FUTURES (INCLUDING CAN LIGHTS), FIRE EXTINGUISHER CABINETS, MEDICINE CABINETS, CONTROL JOINTS, DOOR FRAMING AND HVAC DUCTS/SOFFITS. IF THE LAYOUT IS CHANGED SUCH THAT THE LOADING ON HEADERS/BEAMS IS INCREASED, THE FRAMING SUBCONTRACTOR SHALL SUBMIT REVISED SCHEDULE OF THOSE HEADERSIBEAMS STAMPED BYAN ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. 4. FLOOR TRUSS DESIGN LOADS AND CONSTRUCTION REQUIREMENTS ARE PROVIDED IN GENERAL NOTES ON SHEET S2-001. 5. HEADERS SHOWN ON FLOOR PLAN ARE FOR OPENINGS BELOW THE FLOOR AND SUPPORT THE FLOOR FRAMING SHOWN ON PLAN. 6. SEE ARCHITECTURAL DRAWINGS FOR ALL OPENING LOCATIONS AND SIZES. TRUSS SUPPLIER SHALL PROVIDE SUPPLEMENTARY FRAMING, HEADER AND INCREASED CAPACITY REQUIREMENTS OF ADJACENT MEMBERSAS NECESSARY TO SUPPORT INTERRUPTED FRAMING. 7. -S-1, S-2, S-3 ETC.- WALLS DESIGNATED ON PLANS ARE TO BE SHEAR WALLS: SEE APPROPRIATE SHEAR WALL ELEVATIONS ON S2-200 SERIES SHEETS AND ASSOCIATED SECTIONS AND DETAILS. 8. SEE THE WALL STUD SCHEDULE ON SHEET S2-501 FOR TYPICALAND SPECIAL WALL FRAMING, DENOTED EW-1 AND CW-1. 9.IF WINDOW OPENINGS ARE SMALLER THAN THE WINDOW OPENINGS ON THE FLOOR BELOW, DIRECTLY BELOW THE OPENING, THEN HEADER SIZE, LENGTH, AND LOCATION ARE TO MATCH FLOOR HEADERS BELOW. 10. ALL CS14 STRAPS SHALL BE BY SIMPSON STRONG -TIE OR APPROVED EQUIVALENT 11. THE NUMBER MARKED IN PARENTHESIS (XX) NEXT TO STRAPS INDICATES THE MINIMUM NUMBER OF FASTENERS FOR THAT SEGMENT OF THE SPAN. ALL FASTENERS SHALL BE SD SCREW #9x1 1/2" BY SIMPSON o NG-TIE OR APPROVED EQUIVALENT. FASTENERS SHALL BE EQUALY SPACED ALONG THE SPAN OF THE RELEASED FOR CONSTRUCTION P' PROVIDE 2x BLOCKING UNDERNEATH THE STRAP AND INSTALL THE STRAP DIRECTLY BENEATH THE R SHEATHING. HEADER LEGEND: SEE SHEET S2-501 FOR HEADER SCHEDULE HL3-9.5f2.3 L# OF KING STUDS ADJACENT TO JACK STUDS # OF JACK STUDS UNDER EACH END OF HEADER HEADER SIZE - SEE HEADER SCHEDULE FOR ACTUAL SIZE NOTE: ALL JACK AND KING STUDS TO BE 2X6 SPRUCE PINE FIR NO 1/NO 2 P1 INDICATES 6X6 DFL NO 1 AS JACK STUD BLDG. 2 NORTH KEY PLAN WOOLG ERT MCHITECTUE IENOINEMINOjOEOWiTIiL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E U0 [07 11 C1 WfEENJ W E cam U Y O O c n Q) N € o � � my W C O l0 C 9 00 L = N N U m °E = U Issuances: oESM"M Prom. No.: 074904 Date: 05/01/19 Sheet Name: BLDG. 2-SECOND FLOOR FRAMING PLAN - AREA A Subject to compliance with all regulations 1ENOTES JACK STUDS. of State and meal Codes City of Carmel DATE: 10/31/19 S2=102A 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 r 28'-3" I ' I O' TYP. I H3-10'3.2 ' H3-10/3.2 H3-10/3.3 __________ �/ - -------------------- 27'-2" 1P-7 10.4 ll'-3" / 11.91 18'-8" / E6 ao --- HL3-9.3/P1.3 HL3-93IP1.3 HL3-9.3IP1.3 W21X W21 44 - W21x44 I W1835 t - - - - --_ I C MOMENT FRAME . REF. DETAIL Ei/52402 b ' Ai Al L-0z4 KICKER @ Al II m 4'-0" O.C. (TYP.) I i 2-4 i6K2 2-4 18K3 2-40 11 a - --- - - I C.2 - - t6KK2- - - - - - t8K3- - - - -I - - - - - - CO3 I I 16K2 H 18K3 < b x Ei 16K2 18K3 `^ I 2-0 W21 X44 W21x44 e A3 49 i6K2 & _ I Sim. i b i6K2 18K3 DIAG. BRACE I R' _ W16X25 PER DETAIL W24X76 W24X62 W18X35_------- dH p MO ENT FRAME 1 I REF. D�TAIL Ei/52-0021 ' I S-9 W 24X68 WK3 "x 1OK1 m 1 1- m C7 28K6 I A9 2.4 �1� ,gP+� 18K3 I w a 2-40 _S_9 _ W24X62� -v �Ni8X36-------------------- M'-'a'L- - - - - - - - - --------- C nI ww 3 y I f J w� 28K6 28K6 18K3 I 00 �w COL. ABOVE ® '�6 N 4` W24x63 �� S-9 _ W24x6B wzix4a LLw a-5 (aIM.: ABOVE a m SECOND FLOOR) X X Ag z¢ Ia "' A3 - w r 3 2-00 w 28K6 28K6 2-0 I _ SIM. _ n E1 I 2-0 a a I n 281<6 a 2 281<6 18K3 ` I T 7-11 � I - I w,axafi - W24X62 w,axafi _ _ _ _ _ - E MOMENT FRAME IN I REI F. DETAIL EiI$2-002 - � 28K6 28K6 18K3 °' I N Ei L-4z4 KICKER O1 °i I &4 n @ 4'-0" O.C. I]--- ____ H�812.1 &10/.A3SMISSION-----10K1 2-40 28K6 (TYP.) 3 1 �I 28K61 3 18K3 it N H3-8/2.1 H3-82.1 ®H3-8/2A 13-8/2.1 Fi HL3-9.31.3 TYP. F7 240 - - ______________r W24X68 ___ i_____ I_____I ____t_____r _ W24X7g _ _ ___y_ W21A44 ___m ___ ❑1t- -_-_-_-_-_ _ E.6` ' I I I S-S i 6 I I HL3.2 I I HL9.3/1.3TYP.2-5 HL3-9.3/P,.3 9.13.3 33HL3-9.3/22 I I " 22-H S-7 5'-1134" 15-33/8" I I I I I I I I I I I I 4'-13" 6-111W ---- -- ------ ' 2- SIMI H3-812.1 H3-812.1 --I E7 A W 12X26 2 H310/13.3 - x � 2 q0 "1" I _ L311.9 .. N y f1l up ._-_ _-_-_ iKEIR •i. m W30X116 a f 2.5K1 12X40 10K1 2.SK1 2OK3 10K1 2.5K1 a&G ZOK3 i 1OK1 � 3 3 M1 2.5K1 2OK3 1OK1 y o. r. 2.51<1 2OK3 N 1OK1 2.5K1 Wz1x44 1OK1 r S-7 S-7 o IN w I 1OK1 a I I 4 0K1 I IM h y W 12X25 o m 18" - 4x2 w12X26 1OK1 UI BLDG. 2 • SECOND FLOOR FRAMING PLAN • Area B C1 SCALE W16"=T-0" 2ND FLOOR: FLOOR FRAMING PLAN NOTES: 1. TOP OF FINISH FLOOR ELEVATION = IIW4'. TOP OF WOOD TRUSS=- 1 112" FROM TOP OF FINISH FLOOR (314" OSS+3/4" GYPCRETE). METAL DECK BEARING ELEVATION = 862'-0". FLOOR SLAB TO BE 4" TOTAL THICKNESS USING VULCRAFT LOC24 GA. GALVANIZED (G60) METAL FLOOR DECK AND Y NORMAL WEIGHT CONCRETE. REINFORCE SLAB WITH 4X4-W4.0XW4.0 WELDED WIRE MESH. ALTERNATIVELY, OMIT THE WELDED WIRE MESH AND PROVIDE HELIX 5.25 FIBER AT A DOSAGE OF 34 POUNDS PER CUBIC YARD OF CONCRETE. 2. WOOD FLOOR SHEATHING, REF SHEET S2-001, UNLESS OTHERWISE NOTED ON PLAN. WOOD FLOOR SHEATHING IS APPLIED PERPENDICULAR TO TRUSSES UNLESS OTHERWISE NOTED. 3. ALL PERIMETER BENT PLATES OR ANGLES SHALL BE CONTINUOUS WITH SPLICES. MITER AND WELD ALL CORNERS UNLESS OTHERWISE NOTED. SEE DETAILS ON FLOOR FRAMING DETAILS SHEETS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 4. SEE PLANS AND DETAILS FOR ADDITIONAL SLAB REINFORCING REQUIRED FOR CHORD, COLLECTORS AND SHEAR TRANSFER. THESE BARS SHALL BE PLACED AT CONCRETE TOPPING MID -DEPTH AND SPACED AT 21/2" ON CENTER, BARS SHALL BE CONTINUOUS WITH LAP SPLICES PROVIDED AS REQUIRED. 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES PRIOR TO FABRICATION AND INSTALLATION. 6. SEE ARCHITECTURAL DRAWINGS FOR ALL STAIR DETAILS, PLANS AND SECTIONS. ALL STAIRS AND LADDERS SHALL BE DESIGNED BY THE METAL STAIR FABRICATOR. 7. LOCATION OF ALL OPENINGS, FLOOR PENETRATIONS, ELEVATOR SHAFTS AND THEIR CORRESPONDING STRUCTURAL FRAMING SHALL BE COORDINATED BY THE CONTRACTOR WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, ELEVATOR SUPPLIER AND FIRE PROTECTION DRAWINGS PRIOR TO FABRICATION AND INSTALLATION. SEE ARCHITECTURAL DRAWINGS FOR ALL OPENINGS, LOCATIONS AND SIZES, PROVIDE SUPPLEMENTARY FRAMING AND REINFORCING OF COMPOSITE DECK AS REQUIRED PER GUIDELINES PROVIDED ON SHEET S2405. 8. VERIFY ALL DIMENSIONS, LOCATIONS AND ELEVATIONS PERTAINING TO ELEVATOR PITS, SHAFTS, GUIDE RAILS AND LIFT BEAM WITH ELEVATOR SUPPLIER'S DRAWINGS. ADDITIONAL STEEL FRAMING MEMBERS AND THEIR CONNECTIONS TO STRUCTURE SHALL BE DESIGNED AND FURNISHED BY THE ELEVATOR SUPPLIER FOR VERTICAL AND LATERAL FORCES ACTING AT THE GUIDE RAIL SUPPORT LOCATION. 9. COORDINATE SIZE AND LOCATIONS OF ALL FLOOR OPENINGS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. 10. SEE THE WALL STUD SCHEDULE ON SHEET S2-501 FOR TYPICAL AND SPECIAL WALL FRAMING, DENOTED EW-1 AND CW-1. 11. FLOOR FRAMING MEMBERS SOUTH OF COLUMN LINE "E.,O" ARE 18" DEEP PRE-ENGINEERED PARALLEL CHORD PLATED FLOOR TRUSSES TO BE SPACED AT 24" ON CENTER(MAX+) UNLESS NOTED OTHERWISE. EXACT FLOOR TRUSSMOIST LAYOUT AND DIMENSIONS ARE THE RESPONSIBILITY OF THE TRUSS FABRICATOR AND FRAMING SUBCONTRACTOR. TRUSS/JOIST LAYOUT SHALL BE COORDINATED WITH THE MECHANICAL, ELECTRICAL AND PLUMBING SUBCONTRACTORS PRIOR TO SUBMISSION OF TRUSS SHOP DRAWINGS, FABRICATION AND INSTALLATION TO ENSURE THE PROPOSED LAYOUT PROVIDES NECESSARY CLEARANCES FOR THE MECHANICAL, ELECTRICAL AND PLUMBING TRADE ELEMENTS, FIXTURES, DUCTING AND PIPING. EXACT FRAMING LAYOUT SHALL BE COORDINATED WITH ALL OTHER TRADE SUBCONTRACTORS PRIOR TO INSTALLATION OR ITEMS INCLUDING BUT NOT LIMITED TO: ELECTRIC PANELS, ELECTRIC FIXTURES (INCLUDING CAN LIGHTS), FIRE EXTINGUISHER CABINETS, MEDICINE CABINETS, CONTROL JOINTS, DOOR FRAMING AND HVAC DUCTS/SOFFITS. IF THE LAYOUT IS CHANGED SUCH THAT THE LOADING ON HEADERSBEAMS IS INCREASED, THE FRAMING SUBCONTRACTOR SHALL SUBMIT A REVISED SCHEDULE OF THOSE HEADERS/BEAMS STAMPED BY AN ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. 12. FLOOR TRUSS DESIGN LOADS AND CONSTRUCTION REQUIREMENTS ARE PROVIDED IN GENERAL NOTES ON SHEET S2-001. 13. HEADERS SHOWN ON FLOOR PLAN ARE FOR OPENINGS BELOW THE FLOOR AND SUPPORT THE FLOOR FRAMING SHOWN ON PLAN. 14. SEE ARCHITECTURAL DRAWINGS FOR ALL OPENING LOCATIONS AND SIZES. TRUSS SUPPLIER SHALL PROVIDE SUPPLEMENTARY FRAMING, HEADER AND INCREASED CAPACITY REQUIREMENTS OF ADJACENT MEMBERS AS NECESSARY TO SUPPORT INTERRUPTED FRAMING. S-2, TED ON PLANS ARE TO BE SHEAR WALLS: SEE APPROPRIATE SHEAR WALL ELEVATIONS ON S2-WO SERIES SHEETS AND RELEASED FOR CONSTRUCTION .n WAND BOC, SECT DETAILS Subject to compliance with all regulations IF WINDOW OPENINGS ARE SMALLER THAN THE WINDOW OPENINGS ON THE FLOOR BELOW, DIRECTLY BELOW THE OPENING, THEN HEADER SIZE, LENGTH, AND of State and local Codes JATION ARE TO MATCH FLOOR HEADERS BELOW. City of Carmel STEEL K-SERIES JOISTS TO BEAR ON TOP OF SUPPORTING WIDE FLANGE FRAMING MEMBERS. LOWER TISTEEL OF SUPPORTING FRAMING MEMBERS AS ;LiKl J,. C) OUIRED FOR JOIST BEARING. DATE: 10/31/19 2ND FLOOR FLOOR FRAMING PLAN NOTES (CONTINUED): 18. 7 DENOTES SPAN DIRECTION OF METAL FLOOR DECK. 19. / DENOTES MOMENT CONNECTION. 20. ' DENOTES JACK STUDS. ,III I �Ir��tl �1 IwaRINR�9Nrr q N... .�L ij p HEADER LEGEND: SEE SHEET S2s01 FOR HEADER SCHEDULE HL3-9.5/2.3 L# OF KING STUDS ADJACENT TO JACK STUDS # OF JACK STUDS UNDER EACH END OF HEADER HEADER SIZE- SEE HEADER SCHEDULE FOR ACTUAL SIZE NOTE: ALL JACK AND KING STUDS TO BE 2X6 SPRUCE PINE FIR NO 1INO 2 P1 INDICATES 6X6 DFL NO 1 AS JACK STUD B BLDG" 2 NORTH KEY PLAN WOOLPE PT RRCNITECMRE ENGI N EERI NGj GE05 PAIR AL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D Elm W E CRom _0 ^W` W E U � J•� J y-+ � E rVn V c K o � O � c m tv O � N € o � NV Q) W C U c O LO 'v c o c NE � U M LLI N c U Q Issuances: REV cescRI"" DAM 0 Issued For Building 2 Review 10105118 1 ASI#4 12/21/18 2 Issued For Building Permit 05/01/19 Prom. No.: 074904 Date: 05/01/19 A Sheet Name: BLDG. 2-SECOND FLOOR FRAMING PLAN - AREA B S2=102B u I 3 4 5 7 W R 2 EL 'J 02 03 3.4 \'J 4.5 05 3tl-0" 13'-8112" 14-61/2" 14'.1 1/Y 14-1 1/2" >� 28'.3" 28'.3' ' T I I I I I I I I I I I I I I I I �NI .... \ . I I I I I I I I �QI I I I I I I I BLDG. 2 • THIRD FLOOR FRAMING PLAN • Area A SCALE : 3n 6" =1'-V 3RD FLOOR: FLOOR FRAMING PLAN NOTES: 1. TOP OF FINISH FLOOR = 872'-11 7/80, TOP OF WOOD TRUSS=-11/2" FROM TOP OF FINISH FLOOR (3/4" OSB+3/4" GYPCRETE) 2. FLOOR SHEATHING, REF SHEET S2-001, UNLESS OTHERWISE NOTED ON PLAN. FLOOR SHEATHING IS APPLIED PERPENDICULAR TO TRUSSES UNLESS OTHERWISE NOTED. 3. FLOOR FRAMING MEMBERS ARE 18" DEEP PRE-ENGINEERED PARALLEL CHORD PLATED FLOOR TRUSSES AT TO BE SPACED 24" ON CENTER (MAX.) UNLESS NOTED OTHERWISE. EXACT FLOOR TRUSS/JOIST LAYOUT AND DIMENSIONS ARE THE RESPONSIBILITY OF THE TRUSS FABRICATOR AND FRAMING SUBCONTRACTOR. TRUSS/JOIST LAYOUT SHALL BE COORDINATED WITH THE MECHANICAL, ELECTRICAL AND PLUMBING SUBCONTRACTORS PRIOR TO SUBMISSION OF TRUSS SHOP DRAWINGS, FABRICATION AND INSTALLATION TO ENSURE THE PROPOSED LAYOUT PROVIDES NECESSARY CLEARANCES FOR THE MECHANICAL, ELECTRICAL AND PLUMBING TRADE ELEMENTS, FIXTURES, DUCTING AND PIPING. EXACT FRAMING LAYOUT SHALL BE COORDINATED WITH ALL OTHER TRADE SUBCONTRACTORS PRIOR TO INSTALLATION OR ITEMS INCLUDING BUT NOT LIMITED TO: ELECTRIC PANELS, ELECTRIC FIXTURES (INCLUDING CAN LIGHTS), FIRE EXTINGUISHER CABINETS, MEDICINE CABINETS, CONTROL JOINTS, DOOR FRAMING AND HVAC DUCTS/SOFFITS. IF THE LAYOUT IS CHANGED SUCH THAT THE LOADING ON HEADERS/BEAMS IS INCREASED , THE FRAMING SUBCONTRACTOR SHALL SUBMIT A REVISED SCHEDULE OF THOSE HEADERS/BEAMS STAMPED BYAN ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. 4. FLOOR TRUSS DESIGN LOADS AND CONSTRUCTION REQUIREMENTS ARE PROVIDED IN GENERAL NOTES ON SHEET S2-001. 5. HEADERS SHOWN ON FLOOR PLAN ARE FOR OPENINGS BELOW THE FLOOR AND SUPPORT THE FLOOR FRAMING SHOWN ON PLAN. 6. SEE ARCHITECTURAL DRAWINGS FOR ALL OPENING LOCATIONS AND SIZES. TRUSS SUPPLIER SHALL PROVIDE SUPPLEMENTARY FRAMING, HEADER AND INCREASED CAPACITY REQUIREMENTS OF ADJACENT MEMBERS AS NECESSARY TO SUPPORT INTERRUPTED FRAMING. 7. "S-1, S-2, S-3 ETC" WALLS DESIGNATED ON PLANS ARE TO BE SHEAR WALLS: SEE APPROPRIATE SHEAR WALL ELEVATIONS ON S2-200 SERIES SHEETS AND ASSOCIATED SECTIONS AND DETAILS. 8. SEETHE WALL STUD SCHEDULE ON SHEET S2-501 FOR TYPICAL AND SPECIAL WALL FRAMING, DENOTED EW-1 AND CW-1. 9.IF WINDOW OPENINGS ARE SMALLER THAN THE WINDOW OPENINGS ON THE FLOOR BELOW, DIRECTLY BELOW THE OPENING, THEN HEADER SIZE, LENGTH, AND LOCATION ARE TO MATCH FLOOR HEADERS BELOW. 10. ALL GS14 STRAPS SHALL BE BY SIMPSON STRONG -TIE OR APPROVED EQUIVALENT. 11, THE NUMBER MARKED IN PARENTHESIS (XX) NEXT TO STRAPS INDICATES THE MINIMUM NUMBER OF FASTENERS FOR THAT SEGMENT OF THE SPAN. ALL FASTENERS SHALL BE SO SCREW #N1 1/2" BY SIMPSON STRONG -TIE OR APPROVED EQUIVALENT. FASTENERS SHALL BE EQUALY SPACED ALONG THE SPAN OF THE STRAP. PROVIDE 2x BLOCKING UNDERNEATH THE STRAP AND INSTALL THE STRAP DIRECTLY BENEATH THE FLOOR SHEATHING. 12.' DENOTES JACK STUDS HEADERLEGEND: SEE SHEET S2-501 FOR HEADER SCHEDULE HL345/2.3 L# OF KING STUDS ADJACENT TO JACK STUDS # OF JACK STUDS UNDER EACH END OF HEADER HEADER SIZE -SEE HEADER SCHEDULE FOR ACTUAL SIZE NOTE: ALL JACK AND KING STUDS TO BE 2X6 SPRUCE PINE FIR NO 1/NO2 Pi INDICATES 6X6 DFL NO 1 AS JACK STUD /C E \,/ WOOLPEUT MCHITECTNEI NGINEMINGIGECWiTIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E Its] In In WfEENJ E Q 0 U J•� J W � U CL Of O a c � L Q) N € o � � N V ^ � U� o M — cQ c N N U m �E =U Dlssuances: Prom. No.: 074904 Date: 05/01/19 Sheet Name: BLDG. 2-THIRD FLOOR FRAMING PLAN - AREA A RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Cannel ',"1# DATE: 10/31/19 BLDG. 2 NORTH KEY PLAN S2=103A 1 3 4 5 I 7 L III R 2 1L I I I I I F 1 `I -"I QI I 9.9 10 104 11 1�12 Y I I I I �28'-3��27'-Y I��if'-3�17'-PY18'-8- BLDG. 2 = THIRD FLOOR FRAMING PLAN • Area B scALL: 311a' -1'-v 3RD FLOOR: FLOOR FRAMING PLAN NOTES: 1. TOP OF FINISH FLOOR = 872'-11 7/80, TOP OF WOOD TRUSS =- 1 1/2" FROM TOP OF FINISH FLOOR (314" OSB +3/4° GYPCRETE) 2. FLOOR SHEATHING, REF SHEET S2-001, 1 UNLESS OTHERWISE NOTED ON PLAN. FLOOR SHEATHING IS APPLIED PERPENDICULAR TO TRUSSES UNLESS OTHERWISE NOTED. 3. FLOOR FRAMING MEMBERS ARE 185 DEEP PRE-ENGINEERED PARALLEL CHORD PLATED FLOOR TRUSSES TO BE SPACED AT 245 ON CENTER (MAX.) UNLESS NOTED OTHERWISE. EXACT FLOOR TRUSSIJOIST LAYOUTAND DIMENSIONS ARE THE RESPONSIBILITY OF THE TRUSS FABRICATOR AND FRAMING SUBCONTRACTOR. TRUSS/JOIST LAYOUT SHALL BE COORDINATED WITH THE MECHANICAL, ELECTRICAL AND PLUMBING SUBCONTRACTORS PRIOR TO SUBMISSION OF TRUSS SHOP DRAWINGS, FABRICATION AND INSTALLATION TO ENSURE THE PROPOSED LAYOUT PROVIDES NECESSARY CLEARANCES FOR THE MECHANICAL, ELECTRICALAND PLUMBING TRADE ELEMENTS, FIXTURES, DUCTING AND PIPING. EXACT FRAMING LAYOUT SHALL BE COORDINATED WITH ALL OTHER TRADE SUBCONTRACTORS PRIOR TO INSTALLATION OR ITEMS INCLUDING BUT NOT LIMITED TO: ELECTRIC PANELS, ELECTRIC FIXTURES (INCLUDING CAN LIGHTS), FIRE EXTINGUISHER CABINETS, MEDICINE CABINETS, CONTROL JOINTS, DOOR FRAMING AND HVAC DUCTS/SOFFITS. IF THE LAYOUT IS CHANGED SUCH THAT THE LOADING ON HEADERS/BEAMS IS INCREASED, THE FRAMING SUBCONTRACTOR SHALL SUBMIT A REVISED SCHEDULE OF THOSE HEADERS/BEAMS STAMPED BY AN ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. 4. FLOOR TRUSS DESIGN LOADS AND CONSTRUCTION REQUIREMENTS ARE PROVIDED IN GENERAL NOTES ON SHEET S2-001. 5. HEADERS SHOWN ON FLOOR PLAN ARE FOR OPENINGS BELOW THE FLOOR AND SUPPORT THE FLOOR FRAMING SHOWN ON PLAN. 6. SEE ARCHITECTURAL DRAWINGS FOR ALL OPENING LOCATIONS AND SIZES. TRUSS SUPPLIER SHALL PROVIDE SUPPLEMENTARY FRAMING, HEADER AND INCREASED CAPACITY REQUIREMENTS OF ADJACENT MEMBERS AS NECESSARY TO SUPPORT INTERRUPTED FRAMING. 7. -S-1, S-2, S3 ETC." WALLS DESIGNATED ON PLANS ARE TO BE SHEAR WALLS: SEE APPROPRIATE SHEAR WALL ELEVATIONS ON S2-200 SERIES SHEETS AND ASSOCIATED SECTIONS AND DETAILS. S. SEE THE WALL STUD SCHEDULE ON SHEET S2-501 FOR TYPICALAND SPECIAL WALL FRAMING, DENOTED EW-1 AND CW-1. 9. IF WINDOW OPENINGS ARE SMALLER THAN THE WINDOW OPENINGS ON THE FLOOR BELOW, DIRECTLY BELOW THE OPENING, THEN HEADER SIZE, LENGTH, AND LOCATION ARE TO MATCH FLOOR HEADERS BELOW. 10. ALL CS14 STRAPS SHALL BE BY SIMPSON STRONG -TIE OR APPROVED EQUIVALENT. 11. THE NUMBER MARKED IN PARENTHESIS (XX) NEXT TO STRAPS INDICATES THE MINIMUM NUMBER OF FASTENERS FOR THAT SEGMENT OF THE SPAN. ALL FASTENERS SHALL BE SO SCREW #9x1 1/2" BY SIMPSON STRONG -TIE OR APPROVED EQUIVALENT. FASTENERS SHALL BE EQUALY SPACED ALONG THE SPAN OF THE STRAP. PROVIDE 2x BLOCKING UNDERNEATH THE STRAP AND INSTALL THE STRAP DIRECTLY BENEATH THE FLOOR SHEATHING. 12.' DENOTES JACK STUDS m b C.2 -(E.6 HEADER LEGEND: SEE SHEET S2-501 FOR HEADER SCHEDULE 113-9.5/2.3 # OF KING STUDS ADJACENT TO JACK STUDS # OF JACK STUDS UNDER EACH END OF HEADER HEADER SIZE - SEE HEADER SCHEDULE FOR ACTUAL SIZE NOTE: ALL JACK AND KING STUDS TO BE 2X6 SPRUCE PINE FIR NO 1/NO 2 P1 INDICATES 6X6 DFL NO 1 AS JACK STUD WOOLG EUT MCHITEMMIENDINEw11N0mDECWiTIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E W Ito] In n a--+ E cam U J•� J W � U CL Y O a c Q) a. N � o € ED � N V C o m co c U m °'E = U Issuances: DEsM"M Prom. No.: 074904 Date: 05/01/19 Sheet Name: BLDG. 2-THIRD FLOOR FRAMING - AREA -B RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel '"1# DATE: 10/31/19 BLDG. 2 NORTH KEY PLAN S2=103B E I 3 4 5 7 it R 2 IL ID E ' �F T T T T T T 3.4 4.5 IT 1 16-0' I 3J'-0' 1 IT-81/2' 1 14'-61/Y 1 14'-11/2' 14'-11/2' 1 W-3' 1 W-3' 1 ca I BLDG. 2 = LOW SCALE: 3/16" = V-0" vV V � BETWEEN TRU�SESAS REQUIRED. SUPPORTAND �� ANCHORAGE OF CONDENSING UNITS ISTHE I U RESPONSIBILITY OF THE MECHANICAL CONTRACTOR (COORD. QUANTITY, SIZE & LOCATION OF CONDENSING UNITS WITH MECH. B ARCH. DRAWINGS) )F FRAMI 4TH FLOOR: LOW ROOF I FLOOR FRAMING PLAN NOTES: 1. BEARING ELEVATION OF ROOF TRUSSES - 882'-01/4'. TOP OF WOOD TRUSSES SHALL SLOPE PER ARCHITECTURAL PLANS AND SECTIONS 2. ROOF SHEATHING, REF SHEET S2-001, UNLESS OTHERWISE NOTED ON PLAN. ROOF SHEATHING IS APPLIED PERPENDICULAR TO TRUSSES UNLESS OTHERWISE NOTED. 3. ALL LINES ON PLAN REPRESENT FLOOR FRAMING MEMBERS THAT ARE 18' DEEP PRE-ENGINEERED PARALLEL CHORD PLATED FLOOR TRUSSES TO BE SPACED AT 24"ON CENTER (MAX.) UNLESS NOTED OTHERWISE. EXACT FLOOR TRUSS/JOIST LAYOUT AND DIMENSIONS ARE THE RESPONSIBILITY OF THE TRUSS FABRICATOR AND FRAMING SUBCONTRACTOR. TRUSS/JOIST LAYOUT SHALL BE COORDINATED WITH THE MECHANICAL, ELECTRICAL AND PLUMBING SUBCONTRACTORS PRIOR TO SUBMISSION OF TRUSS SHOP DRAWINGS, FABRICATION AND INSTALLATION TO ENSURE TH E PROPOSED LAYOUT PROVIDES NECESSARY CLEARANCES FOR THE MECHANICAL, ELECTRICAL AND PLUMBING TRADE ELEMENTS. FIXTURES. DUCTING AND PIPING. EXACT FRAMING LAYOUT SHALL BE COORDINATED WITH ALL OTHER TRADE SUBCONTRACTORS PRIOR TO INSTALLATION OR ITEMS INCLUDING BUT NOT LIMITED TO: ELECTRIC PANELS, ELECTRIC FIXTURES (INCLUDING CAN LIGHTS) , FIRE EXTINGUISHER CABINETS, MEDICINE CABINETS, CONTROL JOINTS, DOOR FRAMING AND HVAC DUCTS/SOFFITS. IF THE LAYOUT IS CHANGED SUCH THAT THE LOADING ON HEADERS/BEAMS IS INCREASED, THE FRAMING SUBCONTRACTOR SHALL SUBMIT A REVISED SCHEDULE OF THOSE H EADERS/BEAMS STAMPED BY AN ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. 4. ROOF TRUSS DESIGN LOADS AND CONSTRUCTION REQUIREMENTS ARE PROVIDED IN GENERAL NOTES ON SHEET S2-001 WITH SNOWDRIFT AND WIND UPLIFT DIAGRAMS PROVIDED ON SHEET S2-115. 5. HEADERS SHOWN ON FLOOR PLAN ARE FOR OPENINGS BELOW THE FLOOR AND SUPPORT THE FLOOR FRAMING SHOWN ON PLAN. 6. SEE ARCHITECTURAL DRAWINGS FOR ALL OPENING LOCATIONS AND SIZES. TRUSS SUPPLIER SHALL PROVIDE SUPPLEMENTARY FRAMING, H EAGER AND INCREASED CAPACITY REQUIREMENTS OF ADJACENT MEMBERS AS NECESSARY TO SUPPORT INTERRUPTED FRAMING. T. TRUSS SUPPLIER SHALL PROVIDE ADDITIONAL FRAMING MEMBERS, SUPPLEMENTARY FRAMING, HEADERS OR MULTIPLE TRUSS OR H IGH ER CAPACITY TRUSSES TO SUPPORT ROOF TOP MECHANICAL UNITS, SEE MECHANICAL DRAWINGS FOR SIZE, LOCATIONS, FOOTPRINTS AND WEIGHTS. B. "S-1, S-2, S-3 ETC." WALLS DESIGNATED ON PLANS ARE TO BE SHEAR WALLS: SEE APPROPRIATE SHEAR WALL ELEVATIONS ON S2-200 SERIES SHEETS AND ASSOCIATED SECTIONS AND DETAILS. B. SEE THE WALL STUD SCHEDULE ON SHEET S2-501 FOR TYPICAL AND SPECIAL WALL FRAMING, DENOTED EW-1 AND CW-1. 9. IF WINDOW OPENINGS ARE SMALLER THAN THE WINDOW OPENINGS ON THE FLOOR BELOW, DIRECTLY BELOW THE OPENING, THEN HEADER SIZE, LENGTH, AND LOCATION ARE TO MATCH FLOOR HEADERS BELOW. 10. ALL CS14 STRAPS SHALL BE BY SIMPSON STRONG -TIE OR APPROVED EQUIVALENT. 11. THE NUMBER MARKED IN PARENTHESIS (XX) NEXT TO STRAPS INDICATES THE MINIMUM NUMBER OF FASTENERS FOR THAT SEGMENT OF THE SPAN. ALL FASTENERS SHALL BE SD SCREW #9xl 1/2" BY SIMPSON STRONG -TIE OR APPROVED EQUIVALENT. FASTENERS SHALL BE EQUALY SPACED ALONG THE SPAN OF THE STRAP. PROVIDE 2x BLOCKING UNDERNEATH THE STRAP AND INSTALL THE STRAP DIRECTLY BENEATH THE FLOOR SHEATHING. iY]illa]q�P]Ii71L[N:67lElab. HEADER LEGEND: SEE SHEET S2-501 FOR HEADERSCHEDULE HL3-9.5/2.3 # OF KING STUDS ADJACENT TO JACK STUDS # OF JACK STUDS UNDER EACH END OF HEADER HEADER SIZE - SEE HEADER SCHEDULE FOR ACTUAL SIZE NOTE: ALL JACK AND KING STUDS TO BE 2X6 SPRUCE PINE FIR NO 1/NO 2 P1 INDICATES 6X6 DFL NO 1 AS JACK STUD C �E� -F WOOLG EUT ARCNITEMMIENGINEw11NCjCECWATIAL 7635 Interactive Way Suite 100 O Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F ■a W Its] ■1 C1 a--+ E Q 0 E U J•� J �A K U rnc CL K 0 a c � L a Q) N € o m my 203 C00 U m dE =U Issuances: oESM"M Prom. No.: 074904 Date: 05/01/19 Sheet Name: BLDG. 2 - LOW ROOF FRAMING PLAN -AREA A RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel ',"19, DATE: 10/31/19 BLDG. 2 NORTH KEY PLAN S2=104A 1 3 0 5 7 W W r RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel n8 8.3 8.5 n9 M9.91 10.4 11 1 9 12 28' 3' T 5'-113/a' T 5'-7318' T 9'-8. 27'-2• T7 T 11'-3. 17'- V 188' T T-T 10• I I I Q I FOURTH LEVEL LOW ROOF FOURTH LEVEL FLOOR ROOF TRUSSES 18" DEEP FLOOR TRUSSES (SEE NOTE 12 BELOW) (SEE NOTE 3 BELOW) BLDGw 2 = FOURTH FLOOR / LOW ROOF FRAMING PLAN • Area B SCALE'. 3116" = 1'-0" HEADER LEGEND: SEE SHEET S2-501 FOR HEADER SCHEDULE HL3.9.5/21.3 # OF KING STUDS ADJACENT TO JACK STUDS L # OF JACK STUDS UNDER EACH END OF HEADER HEADER SIZE - SEE HEADER SCHEDULE FOR ACTUAL SIZE NOTE: ALL JACK AND KING STUDS TO BE 2X6 SPRUCE PINE FIR NO 1/NO 2 P1 INDICATES 6X6 DFL NO 1 AS JACK STUD 4TH FLOOR: FLOOR FRAMING PLAN NOTES C.2 C.3 m C.7 ti N D.3 D.5 1. TOP OF FINISH FLOOR=883-73/4", TOP OF WOOD TRUSS = - 1 117 FROM TOP OF FINISH FLOOR (3/4" OSB t Y4" GYPCRETEt FOR LOW ROOF FRAMING ELEVATION AND PLAN NOTES, REF. SHEET S2-104A. 2. FLOOR SHEATHING, REF SHEET S2-001, UNLESS OTHERWISE NOTED ON PLAN. FLOOR SHEATHING IS APPLIED PERPENDICULAR TO TRUSSES UNLESS OTHERWISE NOTED. 3. (FLOOR AREA) ALL FLOOR FRAMING MEMBERS THAT ARE 18" DEEP PRE-ENGINEERED PARALLEL CHORD PLATED FLOOR TRUSSES TO BE SPACED AT 2T ON CENTER (MAX.) UNLESS NOTED OTHERWISE. EXACT FLOOR TRUSS/JOIST LAYOUT AND DIMENSIONS ARE THE RESPONSIBILITY OF THE TRUSS FABRICATOR AND FRAMING SUBCONTRACTOR. TRUSS/JOIST LAYOUT SHALL BE COORDINATED WITH THE MECHANICAL, ELECTRICAL AND PLUMBING SUBCONTRACTORS PRIOR TO SUBMISSION OF TRUSS SHOP DRAWINGS, FABRICATION AND INSTALLATION TO ENSURE THE PROPOSED LAYOUT PROVIDES NECESSARY CLEARANCES FOR THE MECHANICAL, ELECTRICAL AND PLUMBING TRADE ELEMENTS, FIXTURES, DUCTING AND PIPING. EXACT FRAMING LAYOUT SHALL BE COORDINATED WITH ALL OTHER TRADE SUBCONTRACTORS PRIOR TO INSTALLATION OR ITEMS INCLUDING BUT NOT LIMITED TO: ELECTRIC PANELS, ELECTRIC FIXTURES (INCLUDING CAN LIGHTS), FIRE EXTINGUISHER CABINETS, MEDICINE CABINETS, CONTROL JOINTS, DOOR FRAMING AND HVAC DUCTS/SOFFITS. IF THE LAYOUT IS CHANGED SUCH THAT THE LOADING ON HEADERS/BEAMS IS INCREASED, THE FRAMING SUBCONTRACTOR SHALL SUBMIT A REVISED SCHEDULE OF THOSE HEADERS/BEAMS STAMPED BY AN ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. 4. FLOOR TRUSS DESIGN LOADS AND CONSTRUCTION REQUIREMENTS ARE PROVIDED IN GENERAL NOTES ON SHEET S2-001 AND S2-002. 5. SEE LOWER LEVEL FRAMING PLANS FOR WALL TYPES THAT PROVIDE THE WALL CONSTRUCTION INCLUDING HEADERS AND LINTEL WHERE OCCURS. 6. SEE ARCHITECTURAL DRAWINGS FOR ALL OPENINGS, LOCATIONS AND SIZES, TRUSS SUPPLIER SHALL PROVIDE SUPPLEMENTARY FRAMING, HEADER AND INCREASED CAPACITY REQUIREMENTS OF ADJACENT MEMBERS AS NECESSARY TO SUPPORT INTERRUPTED FRAMING FOR DESIGN LOADS. 7. TRUSS SUPPLIER SHALL PROVIDE ADDITIONAL FRAMING MEMBERS, SUPPLEMENTARY FRAMING, HEADERS OR MULTIPLE TRUSS OR HIGHER CAPACITY TRUSSES TO SUPPORT ROOF TOP MECHANICAL UNITS, SEE MECHANICAL DRAWINGS FOR SIZE, LOCATIONS, FOOTPRINTS AND WEIGHTS. 8. COORDINATE SIZE AND LOCATIONS OF ALL FLOOR OPENINGS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. 9. SEE THE WALL STUD SCHEDULE ON SHEET S2-501 FOR TYPICAL AND SPECIAL WALL FRAMING, DENOTED EW-1 AND CW-1. 10. SEE SHEET S2-207 FOR TYPICAL FLOOR SHEATHING LAYOUT AND ATTACHMENT DETAIL. 11. ALL HEADERS SHOWN ON THIS PLAN REPRESENT THE HEADER ABOVE THIS FLOOR AT THE TOP OF THE WINDOW OR DOOR OPENING SHOWN ON THIS FLOOR FRAMING PLAN. (TYP. UNLESS NOTED OTHERWISE) 12. DOUBLE LINES INDICATE MULTIPLE PRE-ENGINEERED PLATED ROOF TRUSSES DESIGNED TO CARRY THE EFFECTIVE TRIBUTARY AREA LOADS. OTHER MEMBERS SIZES AND LAYOUTS ARE NOTED ON PLAN. TRUSSES SHALL BE SPACED AT 24" ON CENTER, UNLESS OTHERWISE NOTED. SPACING OF TRUSSES SHALL BE PROVIDED AS INDICATED. -' 13. ALL CS14 STRAPS SHALL BE BY SIMPSON STRONG -TIE OR APPROVED EQUIVALENT. B 14. THE NUMBER MARKED IN PARENTHESIS (XX) NEXT TO STRAPS INDICATES THE MINIMUM NUMBER OF FASTENERS FOR THAT SEGMENT OF THE SPAN. ALL FASTENERS SHALL BE SO SCREW #90 1/2" BY SIMPSON STRONG -TIE OR APPROVED EQUIVALENT. FASTENERS SHALL BE EQUALY SPACED ALONG THE SPAN OF THE STRAP. PROVIDE 2a BLOCKING UNDERNEATH THE STRAP AND INSTALL THE STRAP DIRECTLY BENEATH THE BLDG. 2 NORTH FLOOR SHEATHING. �V WOOLPE PT RRCNITECNRE ENOI N EERI NOj 0E05 PAIR AL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E u] Ho" Q Issuances: REV I MCRI"M DAM 0 Issued For Building 2 Review 10/05118 1 ASI#4 12/21/18 2 Issued For Building Permit 05/01/19 Prom. No.: 074904 Date: 05/01/19 A Sheet Name: BLDG. 2-FOURTH FLOOR / LOW ROOF FRAMING PLAN -AREA B DATE: 10/31/19 15.` DENOTES JACK STUDS. KEY PLAN S2=104B 1 3 4 5 I 7 it W R 2 EL RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel 1,"10 !C D 8.3 8.5 I I I I 10 1�0.4 11 11.91 12m I 5'-7794' i 5'-7310' I 9-8' I 2r-7 I I H'-3' I 7T-0' I 78'-8' BLDG. 2 = ROOF FRAMING PLAN = AREA B SCALE: 3116" = V-0' HEADER LEGEND: SEE SHEET S2-501 FOR HEADER SCHEDULE HL3-9.5/2.3 # OF KING STUDS ADJACENT TO JACK STUDS # OF JACK STUDS UNDER EACH END OF HEADER HEADER SIZE - SEE HEADER SCHEDULE FOR ACTUAL SIZE NOTE: ALL JACK AND KING STUDS TO BE 2X6 SPRUCE PINE FIR NO 1/NO2 P1 INDICATES 6X6 DFL NO 1 AS JACK STUD b ROOF FRAMING PLAN NOTES 1. BEARING ELEVATION OF ROOF TRUSSES = 892'.8 1/8". TOP OF WOOD TRUSSES SHALL SLOPE PER ARCHITECTURAL PLANS AND SECTIONS. 2. ROOF SHEATHING, REF SHEET S2-001, UNLESS OTHERWSIE NOTED ON PLAN. ROOF SHEATHING IS APPLIED PERPENDICULAR TO TRUSSES UNLESS OTHERWISE NOTED. 3. ALL LINES ON PLAN REPRESENTING ROOF FRAMING MEMBERS ARE 18° DEEP PRE-ENGINEERED PARALLEL CHORD PLATED ROOF TRUSSES TO BE SPACED AT 24" ON CENTER, UNLESS NOTED OTHERWISE. DOUBLE LINES INDICATE MULTIPLE PRE- ENS INEERED PARALLEL CHORD PLATED ROOF TRUSSES DESIGNED TO CARRY THE EFFECTIVE TRIBUTARY AREA LOADS. OTHER MEMBERS SIZES AND LAYOUTS ARE NOTED ON PLAN. TRUSSES SHALL BE SPACED AT 24° ON CENTER (MAX.) EXACT ROOF TRUSS/JOIST LAYOUT AND DIMENSIONS ARE THE RESPONSIBILITY OF THE TRUSS FABRICATOR AND FRAMING SUBCONTRACTOR. ROOF TRUSS/JOIST LAYOUT SHALL BE COORDINATED WITH THE MECHANICAL, ELECTRICAL AND PLUMBING SUBCONTRACTORS PRIOR TO SUBMISSION OF ROOF TRUSS SHOP DRAWINGS, FABRICATION AND INSTALLATION TO ENSURE THE PROPOSED LAYOUT PROVIDES NECESSARY CLEARANCES FOR THE MECHANICAL, ELECTRICAL AND PLUMBING TRADE ELEMENTS, FIXTURES, DUCTING AND PIPING. EXACT FRAMING LAYOUT SHALL BE COORDINATED WITH ALL OTHER TRADE SUBCONTRACTORS PRIOR TO INSTALLATION OR ITEMS INCLUDING BUT NOT LIMITED TO: ELECTRIC PANELS, ELECTRIC FIXTURES (INCLUDING CAN LIGHTS) , FIRE EXTINGUISHER CABINETS, MEDICINE CABINETS, CONTROL JOINTS, DOOR FRAMING AND HVAC DUCTS/SOFFITS. IF THE LAYOUT IS CHANGED SUCH THAT THE LOADING ON HEADERS/BEAMS IS INCREASED, THE FRAMING SUBCONTRACTOR SHALL SUBMIT A REVISED SCHEDULE OF THOSE HEADERS/BEAMS STAMPED BYAN ENGINEER REGESTERED IN THE STATE WHERE THE PROJECT IS LOCATED. 4. ROOF TRUSS DESIGN LOADS AND CONSTRUCTION REQUIREMENTS ARE PROVIDED IN GENERAL NOTES ON SHEET S2-001 AND S2-002 WITH SNOWDRIFT AND WIND UPLIFT DIAGRAMS PROVIDED ON SHEET S2-115. 5. SEE LOWER LEVEL FRAMING PLANS FOR WALL TYPES THAT PROVIDE THE WALL CONSTRUCTION INCLUDING HEADERS AND LINTEL WHERE OCCURS. 6. SEE ARCHITECTURAL DRAWINGS FOR ALL OPENINGS, LOCATIONS AND SIZES, TRUSS SUPPLIER SHALL PROVIDE SUPPLEMENTARY FRAMING, HEADER AND INCREASED CAPACITY REQUIREMENTS OF ADJACENT MEMBERS AS NECESSARY TO SUPPORT INTERRUPTED FRAMING FOR DESIGN LOADS. 7. TRUSS SUPPLIER SHALL PROVIDE ADDITIONAL FRAMING MEMBERS, SUPPLEMENTARY FRAMING, HEADERS OR MULTIPLE TRUSS OR HIGHER CAPACITY TRUSSES TO SUPPORT ROOF TOP MECHANICAL UNITS, SEE MECHANICAL DRAWINGS FOR SEE, LOCATIONS, FOOTPRINTS AND WEIGHTS. 8. COORDINATE SIZE AND LOCATIONS OF ALL FLOOR OPENINGS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. 9. SEE THE WALL STUD SCHEDULE ON SHEET S2-501 FOR TYPICAL AND SPECIAL WALL FRAMING, DENOTED EW-1 AND CW-1. 10. SEE SHEET S2-207 FOR TYPICAL FLOOR SHEATHING LAYOUT AND ATTACHMENT DETAIL. 11. ALL HEADERS SHOWN ON THIS PLAN REPRESENT THE HEADER WITHIN THE ROOF FRAMING. TOP OF HEADER SHALL MATCH TOP OF ROOF TRUSS (TYP. UNLESS NOTED OTHERWISE). 12. ALL CS14 STRAPS SHALL BE BY SIMPSON STRONG -TIE OR APPROVED EQUIVALENT. 13. THE NUMBER MARKED IN PARENTHESIS (XX) NEXT TO STRAPS INDICATES THE MINIMUM NUMBER OF FASTENERS FOR THAT SEGMENT OF THE SPAN. ALL FASTENERS SHALL BE SD SCREW #9x1 1/2" BY SIMPSON STRONG -TIE OR APPROVED EQUIVALENT. FASTENERS SHALL BE EQUALY SPACED ALONG THE SPAN OF THE STRAP. PROVIDE 2x BLOCKING UNDERNEATH THE STRAP AND INSTALL THE STRAP DIRECTLY BENEATH THE FLOOR SHEATHING. 14. - DENOTES JACK STUDS BLDG. 2 KEY PLAN WOOLG ERT MCNITECTNE �NGINEw11NGmGEGWATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E W ty 001 a--+ E cam •� J W � U V I O CL K O a c � L Q) N € o � � NV � U � CD o W C V O c a— LOE U m So Qlssuances: Prom. No.: 074904 Date: 05/01/19 A Sheet Name: BLDG. 2-ROOF FRAMING PLAN NORTH Sol W S2-105 DATE: 10/31/19 1 I 3 0 5 I 7 W R 10.4' 11 11.91 12 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I II I I I I I I I I I I I I I I I I I U) 1n — — a - - - - LEVEL----�--------------- 'I FOURTH FI H a y ROOF ROOF IL V) --------- C _ -----do — — — — CEO - - —N-------� - LL N Q. ==—_--T —_—_ - —J— ---- --- --- _ _—_ _—_—_—_—_— C.3--_--= �, ---- _� _ _ _ — 9"SF� -- r J s= 30 PSF 48 IPSF 19 pSF 74'-5' w Yr - - - 0 - - - - - � u - - - - - - - - T1^3' �-ir— _ � _ - - - - -i - - - � I I I I I I I I I II I I II ° 1131 PSF D - + + 7-5 48 PSFII iz-3' D.3 — - - I---------- I I I I I I I I I I I - — - — - — - — - — - — - — - T - — - — - T - — - — - T - — - — - T - — - — - — - — - — - -- — - — - — - — - — - — - — - — - — - — - - — -- — T - — - — - — - — - — - T - — - — - — - — - T - — - — - — - I 19 PSF ° ° * ° I 4 I I I I I I I I I I I I I I lr 3-1 s l 119 PSF I I I I I I I I I I I I I I I g-T I 30 PSF _ °_ - - - - __ - - - - - �_ - -T- - _�_ - -rt- - _��- - - - - -�- - - - - - - y �_ �_ - - - - i� _�_ - - _�_ - - - - - - - - I I I I I I I I I I I I E.6 L m r Z---- o - r F L-_ _� ______--1---- ---LL- --- ----- ------------------I _______ -�- -- _-----____ _I F ---- �- — —a a — — 7 N TI T 7 a N II II N FOUR H I FIFTH I ILEVE� I LEVEL I I I I I I ROOF ROOF I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I II I I II BLDG. 2 = ROOF SNOW DRIFT LOADING DIAGRAM SCALE: 3/32" = V-0" 111 SEE GENERAL NOTES SHEET 2S-002 AND SPECIFICATIONS FOR DESIGN REQUIREMENTS. 121 LOCATIONS, MAGNITUDES AND LENGTH OF LOADS ARE IN ADDITION TO BASIC MINIMUM ROOF SNOW LOAD OF 20 PSF. LOAD INDICATED IS THE MAX DRIFT LOAD AGAINST WALL THAT SLOPES TO ZERO AT THE LENGTH PROVIDED. LOADS INDICATED (UNIFORM) ARE NOT SLOPED DRIFT THAT ARE APPLIED UNIFORMLY OVER THE LENGTH INDICATED IN ADDnION TO THE 20 PSF BASIC LOAD. 1�0.4' 11 11.9112 I I I I IY I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I II I I I I I I I I I I I I I I I ROOF NET UPLIFT DIAGRAM NOTES: SEE GENERAL NOTES SHEET AND SPECIFICATIONS FOR DESIGN REQUIREMENTS. FOURTH I FIFTH LEVEL LEVEL —' 2 WIND NET UPLIFT AND DOWNWARD ___ f PRESSURES IN THE DIAGRAM ABOVE ARE J� ROOF L ROOF DETERMINED IN ACCORDANCE WITH ASCE 7-10. _�_ _�_ _ _ - - — - _ - _�P Z 39 - _ _ _ -- WANDSTRELOADS INDICATEDRRE ALLOWABLE TION O.fix li `-- _+------------ DEAD 06x WIND _________L____ ___ ___ _______ -, — — ------s----- Z--- -- -- ----- C.3 — --_- — — — — --- -� - l ----- ---- - — — - - - - -- ft =_ -�-—I-----�- —r r r- 7------ —�— --i 38�-�-3-�-- -i _�_ it 131a=7'-6"; OFFSET DIMENSION IN DIAGRAM 38 w 23 PSF 23 PSFI 23 PSF s= 23 PSF PSF 23 z PSF TW CORRESPONDING TO FIGURE 30.4-2A OF ASCE 23 PSFI PSF PSF 141 NET WIND UPLIFT ACTS OUTWARD NORMAL a TO ROOF PLANES °- NP -- 23 DESIGN DTRUSSVIDE ALL SHALL DESIGN AND PROVIDE ALL STABILITY AND UPLIFT BRIDGING INCLUDING CONNECTIONS TO � - - - - - — STRUCTURE. e PSF 161 ATTACH TRUSSES TO LOAD BEARING WALLS --�- - - --_—_ - TO PROVIDE UPLIFT RESISTANCE PER THE Ji I� - - -- FOLLOWING: -WHERE THE TRUSS END ATTACHES TO A LOAD 27 BEARING WALL IN THE INTERIOR ZONE (12 PSF), PSF �12 PSF ill ATTACH PER DETAIL C4/S2-601, C7/S2-601, AND —,-----------------------------------—----------�-- �I-----— Al/S2-601. ii ill -WHERE THE TRUSS END ATTACHES TOA rvP 12 kF LOAD BEARING WALL IN AN EDGE ZONE OR _ - _ _ - i_ _ _ _ - _ ti _ _-4—_ _ _ _—_—_— —_—_ _ _ - _ _ - - _ _i _�_ 23 — �_ _ _ _ _ _i - _ -_ CORNE2-601. ATTACH PER DETAILS A4/52-601 - OR A7/S PSF ° ° C ° e a NP T1'P E— — — — — — — — — — — — - - — 1 38 1 I 1 23 PSF 23 PSF PSF 1° PSF 23 ° 23 PSF 38 38 PSF 23 --� 23 PSF F II^ _-------r�2 23 PSF PSPSF --------------- LEV L--- J FOUR H � FIFTH LEVEL ROOFROOF RELEASED FOR CONSTRUCTION Subject secompliance with all regalailons DG. 2 -ROOF NET UPLIFT LOADING DIAGRAM BLDG. 2 NORTH of State and meal Codes T3z=1 KEY PLAN City of Camlel ',PAGt DATE: 10/31/19 WOOLG ERT MCNITECTUREaNUINEFPINUIUEUWiTIiL 76351nteractive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E Ell Prom. O W U K K Q O L o c CJ �I�♦ 1/�1 my � U � O c Z3 LO E U � m = U .Issuances: oeswvnax In., No.: 074904 Date: 05/01/19 Sheet Name: ROOF SNOW DRIFT LOADING DIAGRAM S2-115 I 3 2 5 I 7 W fi 2 D. SHEARWALL S-1 FLOOR SHEATHING EDGE FASTENER SPACING END STUDS HOLD DOWNS SHEAR FASTENERS LOW ROOF 3RD FLOOR 7/16' OSB 8tl @ 6' O.C. (2) 2x6 HDU4-SDS2.5 w/ 5/8' DIA. THREADED ANCHOR RODS 1/2' DIA. THRU BOLTS @32' O.C. 2ND FLOOR 7116' OSB 8d @ 4' O.C. 6x6 POST HDUI4SDS2.5 W/ 1' DIA. THREADED ANCHOR RODS 518' DIA. THRU BOLTS @ 32' O.C. 13T FLOOR 7/16' OSB 8tl @ 3- O.C. 6x6 POST HD19 w/ 1 1/4' DIA. THREADED ANCHOR RODS 5/8' DIA. THRU BOLTS @ 16- O.C. NOTES: - AT BASE OF 1ST FLOOR PROVIDE 1 1/4" ANCHOR RODS AS LISTED IN THE ABOVE SCHEDULE AND ADHESIVE EMBED 9" INTO THE CONCRETE PODIUM. - HOLDOWN REQUIRED AT END STUD, TYP. SEE PLAN FOR SHEARWALL TYPE. - HOLDDOWNS REQUIRED AT EACH END OF SHEAR WALL. INSTALL HOLDOWNS USING HARDWARE RECOMMENDED BY MANUFACTURER. - SEE PLAN FOR SHEAR WALL TYP. - STRUCTURAL SHEAR WALL SHEATHING SHALL BE CONTINUOUS BETWEEN FLOORS AND CONTINUE ALL THE WAY TO THE ROOF DIAPHRAGM. DO NOT STOP SHEATHING IN THE FLOOR OR ROOF TRUSS SPACE. SHEAR WALL S•1 scALE : 116 = r U' SHEARWALL S-4 FLOOR SHEATHING EDGE FASTENER SPACING END STUDS HOLD DOWNS SHEAR FASTENERS LOW ROOF 3RD FLOOR 15132' APA RATED EXP1 8tl @ 6' O.C. (2) 2x6 HDU2-SDS2.5 wl 518' DIA. THREADED ANCHOR RODS 3/8' DIA. THRU BOLTS @ 32- O.C. 2ND FLOOR 15/32' APA RATED EXP 1 8tl @ 6' O.C. (3) 2x6 HDU8-SDS2.5 w/ 7ar DIA. THREADED ANCHOR RODS 1/2' DIA. THRU BOLTS @ 32' O.C. 1ST FLOOR 15/32' APA RATED EXP 1 Btl @ 4- O.C. 6x6 POST HD12 w/ 1 1/8' DIA. THREADED ANCHOR RODS 5/8' DIA. THRU BOLTS @ 32' O.C. NOTES: AT GROUND LEVEL, PROVIDE 1 1/8" ANCHOR RODS AS LISTED IN THE ABOVE SCHEDULE AND ADHESIVE EMBED 9" INTO THE CONCRETE PODIUM. - HOLDOWN REQUIRED AT END STUD, TYP. SEE PLAN FOR SHEARWALL TYPE. HOLDDOWNS REQUIRED AT EACH END OF SHEAR WALL. INSTALL HOLDOWNS USING HARDWARE RECOMMENDED BY MANUFACTURER SEE PLAN FOR SHEAR WALL TYP. STRUCTURAL SHEAR WALL SHEATHING SHALL BE CONTINUOUS BETWEEN FLOORS AND CONTINUE ALL THE WAY TO THE ROOF DIAPHRAGM. DO NOT STOP SHEATHING IN THE FLOOR OR ROOF TRUSS SPACE SHEAR WALL S•4 srmF im--vn- SHEAR WALL S-7 FLOOR SHEATHING EDGE FASTENER SPACING END STUDS HOLD DOWNS SHEAR FASTENERS LOW ROOF 3RD FLOOR 15 32' APA RATED EXP 1 Stl @ 6' O.C. (2) 2x6 HDU2-SDS2.5 w198' DIA. THREADED ANCHOR RODS 3/8' DIA. THRU BOLTS @ 32' O.C. 2ND FLOOR 15/32' APA RATED EXP 1 8tl @ 6' O.C. (2) 2x6 HDU2-SDS2.5 w/ 5/8' DIA. THREADED ANCHOR RODS 318' DIA. THRU BOLTS I @ 32' O.C. 1ST FLOOR 15132' APA RATED EXP 1 8tl @ 6' O.C. (2) 2x6 i HDU5-SDS2.5 wl 518' DIA. THREADED ANCHOR RODS 3/8' DIA. THRU BOLTS I @ 32' O.C. NOTES: - AT GROUND LEVEL, PROVIDE 5/6" ANCHOR RODS AS LISTED IN THE ABOVE SCHEDULE AND ADHESIVE EMBED 5" INTO THE CONCRETE PODIUM. - HOLDOWN REQUIRED AT END STUD, TYP. SEE PLAN FOR SHEARWALL TYPE. - HOLDDOWNS REQUIRED AT EACH END OF SHEAR WALL. INSTALL HOLDOWNS USING HARDWARE RECOMMENDED BY MANUFACTURER - SEE PLAN FOR SHEAR WALL TYP. - STRUCTURAL SHEARWALL SHEATHING SHALL BE CONTINUOUS BETWEEN FLOORS AND CONTINUE ALL THE WAY TO THE ROOF DIAPHRAGM. DO NOT STOP SHEATHING IN THE FLOOR OR ROOF TRUSS SPACE. SHEAR WALL S•7 OGALL : 110 = I--U SHEARWALL S-10 FLOOR SHEATHING EDGE FASTENER SPACING END STUDS HOLD DOWNS SHEAR FASTENERS HIGH ROOF 4TM FLOOR 7116' OSB 8d @ 6- O.C. (2) 2x6 HDU2-SDS2.5 w/ 5/8' DIA. THREADED ANCHOR RODS 112' DIA. THRU BOLTS 0 32- O.C. 3RD FLOOR 7/16' OSB 8d @ 6' O.C. (3) 2x6 HDU8SDS2.5 w/ 7/8' DIA. THREADED ANCHOR RODS 112' DIA. THRU BOLTS @ 32- O.C. 2ND FLOOR 7116' OSB 8d @ 6- O.C. 6x6 POST HOW 4-SDUS2.5 w/ 1' DIA. THREADED ANCHOR RODS 518' DIA. THRU BOLTS A 32' O.C. 1ST FLOOR NOTES: - AT GROUND LEVEL, PROVIDE I" ANCHOR RODS AS LISTED IN THE ABOVE SCHEDULE AND ADHESIVE EMBED 71/2" INTO THE CONCRETE PODIUM. - HOLDOWN REQUIRED AT END STUD, TYP. SEE PLAN FOR SHEARWALL TYPE. HOLDDOWNS REQUIRED AT EACH END OF SHEAR WALL. INSTALL HOLDOWNS USING HARDWARE RECOMMENDED BY MANUFACTURER - SEE PLAN FOR SHEAR WALL TYP. - STRUCTURAL SHEAR WALL SHEATHING SHALL BE CONTINUOUS BETWEEN FLOORS AND CONTINUE ALL THE WAY TO THE ROOF DIAPHRAGM. DO NOT STOP SHEATHING IN THE FLOOR OR ROOF TRUSS SPACE RELEASED FOR CONSTRUCTION IlEAR WALL SW10 Subject to compliance with all regulations E: 118'=T-6' of State and meal Codes City of Carried SHEAR WALL S-2 FLOOR SHEATHING EDGE FASTENER SPACING END STUDS HOLD DOWNS SHEAR FASTENERS LOW ROOF 3RD FLOOR 15/32- APA RATED EXP1 8tl @ 6- O.C. (2) 2x6 HDU2-SDS25 w/ 5/8' DIA. THREADED ANCHOR RODS 3/8' DIA. THRU BOLTS @ 32.O.C. 2ND FLOOR 15/32' APA RATED EXP 1 8tl @ 6' O.C. (2) 2x6 HDU5-SDS2.5 wl 518' DIA. THREADED ANCHOR RODS 318' DIA. THRU BOLTS @ 32' O.C. 1ST FLOOR 15/32- APA RATED EXP 1 Btl @ 6' O.C. 6t6 POST HDW1 SDS2.5 w/ 1' DIA. THREADED ANCHOR RODS 1/2- DIA. THRU BOLTS @ 32- O.C. NOTES: AT BASE OF 1ST FLOOR, PROVIDE 1"ANCHOR RODS AS LISTED IN THE ABOVE SCHEDULE AND ADHESIVE EMBED 7112" INTO THE CONCRETE PODIUM. - HOLDOWN REQUIRED AT END STUD, TYP. SEE PLAN FOR SHEARWALLTYPE. HOLDDOWNS REQUIRED AT EACH END OF SHEAR WALL INSTALL HOLDOWNS USING HARDWARE RECOMMENDED BY MANUFACTURER SEE PLAN FOR SHEAR WALL TYP. STRUCTURAL SHEAR WALL SHEATHING SHALL BE CONTINUOUS BETWEEN FLOORS AND CONTINUE ALL THE WAY TO THE ROOF DIAPHRAGM. DO NOT STOP SHEATHING IN THE FLOOR OR ROOF TRUSS SPACE. SHEAR WALL S•2 SCALE : 116 = lU' SHEAR WALL S-5 FLOOR SHEATHING EDGE FASTENER SPACING END STUDS HOLD DOWNS SHEAR FASTENERS HIGH ROOF 47H FLOOR/LOW ROOF 15132' APA RATED EXP 1 Btl @ 6- O.C. (2) 2x6 HDU2-SDS2.5 wl 518' DIA. THREADED ANCHOR RODS WB' DIA. THRU BOLTS @ 32- O.C. 3RDFLOOR 15/32- APA RATED EXP 1 8tl@6.O.C. (2)2x6 HDU5-SDS25 w/5/8'DIA. THREADED ANCHOR RODS 1/2' DIA. THRU BOLTS @ 32- O.C. 2ND FLOOR 15132' APA RATED EXP 1 8tl @ 6' O.C. 6x6 POST HOW 1-SDS2.5 wl V DIA. THREADED ANCHOR RODS 1/2' DIA. THRU BOLTS @ 32- O.C. 1STFLOOR 15132- APA RATED EXP 1 Btl @ 6- O.C. 6x6 POST HDUI SDS25 w/ 1- DIA. I THREADED ANCHOR RODS 1 112' DIA. THRU BOLTS I @ 32- O.C. NOTES: AT GROUND LEVEL, PROVIDE I"ANCHOR RODS AS LISTED IN THE ABOVE SCHEDULE AND ADHESIVE EMBED 7112" INTO THE CONCRETE PODIUM. HOLDOWN REQUIRED AT END STUD, TYP. SEE PLAN FOR SHEARWALL TYPE. - HOLDDOWNS REQUIRED AT EACH END OF SHEAR WALL. INSTALL HOLDOWNS USING HARDWARE RECOMMENDED BY MANUFACTURER SEE PLAN FOR SHEAR WALL TYP. SHEAR WALLS MARKED WITH THE TAG "SIM." ON THE PLANS ARE THE SAME EXCEPT THAT THEY ARE ONLY BETWEEN THE 1 ST FLOOR AND ROOF. STRUCTURAL SHEAR WALL SHEATHING SHALL BE CONTINUOUS BETWEEN FLOORS AND CONTINUE ALL THE WAY TO THE ROOF DIAPHRAGM. DO NOT STOP SHEATHING IN THE FLOOR OR ROOF TRUSS SPACE. SHEAR WALL S•5 scAi P vR^ = rn- SHEAR WALL S-8 FLOOR SHEATHING EDGE FASTENER SPACING END STUDS HOLD DOWNS SHEAR FASTENERS LOW ROOF 3RD FLOOR 7/16- OSB 8tl @ 6' O.C. (2) 2x6 HDU2-SDS2.5 w/ 518' DIA. THREADED ANCHOR RODS 318' DIA. THRU BOLTS @ 32' O.C. 2ND FLOOR 7/16- OSB Btl @ 6- O.C. (2) 2x6 HDU4-SDS2.5 w/ 518' DIA. THREADED ANCHOR RODS 3/8' DIA. THRU BOLTS I @ 32' O.C. 167 FLOOR 7116- OSB So @ 6' O.C. (3) 2x6 HDU8-SDS2.5 w/ 7/8' DIA. THREADED ANCHOR RODS I 3/8' DIA. THRU BOLTS I @32'O.C. NOTES: AT GROUND LEVEL, PROVIDE 718" ANCHOR RODS AS LISTED IN THE ABOVE SCHEDULE AND ADHESIVE EMBED 5" INTO THE CONCRETE PODIUM. HOLDOWN REQUIRED AT END STUD, TYP. SEE PLAN FOR SHEARWALL TYPE. - HOLDDOWNS REQUIRED AT EACH END OF SHEAR WALL. INSTALL HOLDOWNS USING HARDWARE RECOMMENDED BY MANUFACTURER - SEE PLAN FOR SHEAR WALL TYP. STRUCTURAL SHEAR WALL SHEATHING SHALL BE CONTINUOUS BETWEEN FLOORS AND CONTINUE ALL THE WAY TO THE ROOF DIAPHRAGM. DO NOT STOP SHEATHING IN THE FLOOR OR ROOF TRUSS SPACE. SHEAR WALL S•8 OGALL: 110 = 1--U SHEAR WALL S-3 FLOOR SHEATHING EDGE FASTENER END HOLD SHEAR SPACING STUDS DOWNS FASTENERS LOW ROOF 3RD FLOOR 15132- APA Btl @ 6- O.C. (2) 2x6 HDU2-SDS25 w/ 5/8' DIA. 3/8' DIA. THRU BOLTS RATED EXP 1 THREADED ANCHOR RODS @ 32- O.C. 2ND FLOOR 15/32' APA ad @ 6' O.C. (2) 2x6 HDU4-SDS2.5 w/5/8' DIA. 3/8' DIA. THRU BOLTS RATED EXP 1 THREADED ANCHOR RODS @ 32' O.C. isT FLOOR 15132-APA Sol @6.O.C. 6x6 POST HDU11-SDS25 w/1-DIA. 1/2' DIA. THRU BOLTS RATED EXP 1 THREADED ANCHOR RODS @ 32- O.C. NOTES: - AT BASE OF 1ST FLOOR, PROVIDE 1"ANCHOR RODS AS LISTED IN THE ABOVE SCHEDULE AND ADHESIVE EMBED 71/2" INTO THE CONCRETE PODIUM. HOLDOWN REQUIRED AT END STUD, TYP. SEE PLAN FOR SHEARWALL TYPE. HOLDDOWNS REQUIRED AT EACH END OF SHEAR WALL. INSTALL HOLDOWNS USING HARDWARE RECOMMENDED BY MANUFACTURER - SEE PLAN FOR SHEAR WALL TYP. STRUCTURAL SHEAR WALL SHEATHING SHALL BE CONTINUOUS BETWEEN FLOORS AND CONTINUE ALL THE WAY TO THE ROOF DIAPHRAGM. DO NOT STOP SHEATHING IN THE FLOOR OR ROOF TRUSS SPACE SHEAR WALL S=3 SCALE : 116" = l'-U SHEAR WALL S-6 FLOOR SHEATHING EDGE FASTENER SPACING END STUDS HOLD DOWNS SHEAR FASTENERS ROOF 4TH FLOOR/LOW ROOF 15132' APA RATED EXP 1 8tl @ 6' O.C. (2) 2x6 HDU4-SDS2.5 w/ 5/8' DIA. THREADED ANCHOR RODS 3/8' DIA. THRU BOLTS @ 16' O.C. 3RD FLOOR 15132' APA RATED EXP 1 8tl @ 4- O.C. 6X6 POST HDW1 SDS2.5 wl 1' DIA. THREADED ANCHOR RODS 1/2' DIA. THRU BOLTS @ 16' O.C. 2ND FLOOR 15/32' APA RATED EXP 1 8tl @ 3' O.C. 6k6 POST HD19 w/ 1 1/4' DIA. THREADED ANCHOR RODS 5l8' DIA. THRU BOLTS 16, O.C. isT FLOOR 15132' APA RATED EXP 1 8tl @ 3- O.C. 6X6 POST i HD19 wl 1 1W DIA. THREADED ANCHOR RODS 5l8' DIA. THRU BOLTS @ 16' O.C. NOTES: AT GROUND LEVEL, PROVIDE 1 1/4" ANCHOR RODS AS LISTED IN THE ABOVE SCHEDULE AND ADHESIVE EMBED 9" INTO THE CONCRETE PODIUM. HOLDOWN REQUIRED AT END STUD, TYP. SEE PLAN FOR SHEARWALL TYPE. - HOLDDOWNS REQUIRED AT EACH END OF SHEARWALL INSTALL HOLDOWNS USING HARDWARE RECOMMENDED BY MANUFACTURER SEE PLAN FOR SHEAR WALL TYP. SHEAR WALLS MARKED WITH THE TAG RSIM.R ON THE PLANS ARE THE SAME EXCEPT THAT THEY ARE ONLY BETWEEN THE 1ST FLOOR AND ROOF. STRUCTURAL SHEAR WALL SHEATHING SHALL BE CONTINUOUS BETWEEN FLOORS AND CONTINUE ALL THE WAY TO THE ROOF DIAPHRAGM. DO NOT STOP SHEATHING IN THE FLOOR OR ROOF TRUSS SPACE SHEAR WALL S=6 scAi P vR^ = rn- SHEAR WALL S-9 FLOOR SHEATHING EDGE FASTENER SPACING END STUDS HOLD DOWNS SHEAR FASTENERS HIGH ROOF 4TH FLOOR 15/32- APA RATED EXP1 8tl @ 6- O.C. (2) 2x6 HDU2-SDS25 w/ 5/8' DIA. THREADED ANCHOR RODS 1/2' DIA. THRU BOLTS @ 32.O.C. 3RD FLOOR 15/32' APA RATED EXP 1 ad @ 6- O.C. (3) 2x6 HDU8-SDS2.5 w/ 7/8' DIA. THREADED ANCHOR RODS 1/2' DIA. THRU BOLTS @ 32' O.C. 2ND FLOOR 15/32- APA RATED EXP 1 8tl @ 6- O.C. 6x6 POST HDU14-SDS25 W/ 1- DIA. THREADED ANCHOR RODS 1/2' DIA. THRU BOLTS A 32' O C. 1ST FLOOR NOTES: HOLDOWN REQUIRED AT END STUD, TYP. SEE PLAN FOR SHEARWALL TYPE. - HOLDDOWNS REQUIRED AT EACH END OF SHEAR WALL. INSTALL HOLDOWNS USING HARDWARE RECOMMENDED BY MANUFACTURER - SEE PLAN FOR SHEAR WALL TYP. SHEAR WALLS MARKED WITH THE TAG "SIM." ON THE PLANS ARE THE SAME EXCEPT THAT THEY ARE ONLY BETWEEN THE 1ST FLOOR AND ROOF. - STRUCTURAL SHEAR WALL SHEATHING SHALL BE CONTINUOUS BETWEEN FLOORS AND CONTINUE ALL THE WAY TO THE ROOF DIAPHRAGM. DO NOT STOP SHEATHING IN THE FLOOR OR ROOF TRUSS SPACE SHEAR WALL S=9 OGALL: 110 = I--U 74SIF �V W O U L R E PT ARCHITECTURENGiNEmiNG GEOsvcTiu 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.2997500 FAX: 317.291.5805 F E LN] Mf�j E cam U � J•� H--� W U K O CL Y 0 c � L N cam €W H Q � U � C o m C O C E �€ U m So Issuances: oeswenax Prom. No.: 074904 Date: 05/01/19 A Sheet Name: SHEARWALL SCHEDULES S2=201 DATE: 10/31/19 u I 3 W 5 I 7 ii I9 f: NOTES: ALL PANEL EDGES SHALL BE BLOCKED WITH BLOCKING MEMBERS HAVING A MINIMUM NOMINAL WIDTH OF Y. ALTERNATIVELY, (2) 2x MEMBERS CAN BE BUILT UP TO ACHIEVE THE MINIMUM WIDTH. PROVIDE DOUBLE BEARING WALL STUD LAYOUT PER SCHEDULE, HEADERS AND SILL PER PLAN. PROVIDE SIMPSON BP(X) BEARING PLATES AT ALL BOLTS AND ANCHOR BOLTS; ABOVE AND BELOW CONNECTION BETWEEN SOLE PLATE AND DOUBLE TOP PLATES. TYPIC/ SCALE : 376" = 1'-0 CONTINUE SHEATHING AND NAILING PAST MULTIPLE auurunir rwnn C1 11 1 nnnru roc rnl Inn. SEE FLAN SHEAR WALL OVER SLAB ELEVATION NOTES: ALL PANEL EDGES SHALL BE BLOCKED WITH BLOCKING MEMBERS HAVING A MINIMUM NOMINAL WIDTH OF 3". ALTERNATIVELY, (2) 2x MEMBERS CAN BE BUILT UP TO ACHIEVE THE MINIMUM WIDTH. PROVIDE DOUBLE BEARING WALL STUD LAYOUT PER SCHEDULE, HEADERS AND SILL PER PLAN. PROVIDE SIMPSON BP(X) BEARING PLATES AT ALL BOLTS AND ANCHOR BOLTS; ABOVE AND BELOW CONNECTION BETWEEN SOLF n' "rc "'n nn'n' c Tnn n' "roc RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel '"lam cuurunir twee C1 11 1 MMnrU OF TRUSS; NCHORDAND L SHEAR WALL OVER SLAB ELEVATION NOTES ALL PANEL EDGES SHALL BE BLOCKED W ITH BLOCKING MEMBERS HAVING A MINIMUM NOMINAL WIDTH OF 3". ALTERNATIVELY, (2) 2x MEMBERS CAN BE BUILT UP TO ACHIEVE THE MINIMUM WIDTH. PROVIDE DOUBLE BEARING WALL STUD LAYOUT PER SCHEDULE, HEADERS AND SILL PER PLAN. PROVIDE SIMPSON BP(X) BEARING PLATES AT ALL BOLTS AND ANCHOR BOLTS; ABOVE AND BELOW CONNECTION BETWEEN SOLE PLATE AND DOUBLE TOP PLATES OR BETWEEN TRUSS SHEAR PANELS. HIGH ROOF FOURTH FLOOR/LOW ROOF SECOND FLOOR SIMPSON COUPLER (ATS- HSC1010 FOR 11/4"THREADED ROD AND ATS-HSC88 FOR 1" THREADED ROD), TYP. CONTINUE THREADED ROD THROUGH FULL HEIGHT OF CMU. SEE SHEAR WALL SCHEDULES FOR THREADED ROD SIZE AND EMBEDMENT REQUIREMENTS INTO THE CONCRETE PODIUM, TYP. _ SHEATHING OVER FULL DEPTH OF TRUSS; ATTACH TO TOP CHORD BOTTOM CHORD AND VERTICAL WEB MEMBERS (3) COURSES OF BOND BEAMS W/ (2) #4 x CONT. REINFORCING; PROVIDE #4 W/ 24" LEGS CORNER BARS EACH END, TYP. (3) #5 AT 8" O.C. AT WALL CORNERS, REMAINING WALL AT #5 AT 16" O.C. VERTICAL BARS, PROVIDE EPDXIED DOWELS W/ 6" EMBED INTO PODIUM SLAB TO MATCH AND LAP W/ VERTICAL BARS �/ISegeIlElT,� TYPICAL SHEAR WALL OVER CMU SCALE : 3/16" = V-0" NOTES: ALL PANEL EDGES SHALL BE BLOCKED WITH BLOCKING MEMBERS HAVING A MINIMUM NOMINAL WIDTH OF 3". ALTERNATIVELY, (2) 2x MEMBERS CAN BE BUILT UP TO ACHIEVE THE MINIMUM WIDTH. PROVIDE DOUBLE BEARING WALL STUD LAYOUT PER SCHEDULE, HEADERS AND SILL PER PLAN. PROVIDE SIMPSON BP(X) BEARING PLATES AT ALL BOLTS AND ANCHOR BOLTS; ABOVE AND BELOW CONNECTION BETWEEN SOLE PLATE AND DOUBLE TOP PLATES. TPYPICAL SHEAR WALL OVER STEEL BEAMS SHEATHING OVER FULL DEPTH OF TRUSS; ATTACH TO TOP CHORD BOTTOM CHORD AND VERTICAL WEB MEMBERS "� WOOLG ERT MCNITECTUE IENOINEMINOjOEO V ATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E W Its] ■1 E U � J•� W U VI c m o O c N €� � � my 0) U o m C V 00 L — N E �E U m 0 m U Issuances: oeawenM Prom. No.: 074904 Date: 05/01/19 A Sheet Name: SHEAR WALL ELEVATIONS S2=202 DATE: 10/31/19 II K 3 CI 5 rl I'? W R 2 EL II I II II I II I II II II II I II II II II I II II I I II II II II II I II II I II II I I II II I II I II II I I I II II I I II II I II II II I I II I II I II I I II II I II I II II I I I II I II II it I I I II I II II II II I I II II II II II I II I I II II I I II II II l II II II l I II II II II I I II II II II I II II II I II II ------------ II II II II II I I II I II II I II II II I I II II II I II II I II I I II I I II I II I I I II II II I I I I II I II II I I II II II I II II I I I II II I II it I I I II I I II II II II I I II II II II II II I I II I II II I II I I II r II II I II II II l I II II II II I I II II II I I II II i II II I II II II II I I II II I I II I II II II II II II II I II II I II II I I I II II I I I II I I II II I II I I II II I I II II I I I I II FLOOR SHEATHING SHALL BE GLUED AND NAILED TO FLOOR FRAMING WITH 3" 10d COMMON NAILS WITH 1 112" MIN. EMBEDMENT. EDGE NAILING @ 6" J O.C. (TYPJ am ROOF SHEATHING SHALL BE NAILED TO ROOF FRAMING WITH 21/2" 10d COMMON NAILS WITH 1 1/7 EMBEDMENT, OR 1 1/2" x 16GA. STAPLES @ 4" O.C. WITH 1"EMBEDMENT (TYP. U.N.O.) TYPICAL SHEATHING LAYOUT scNLE 1;4=T-u __� FRAMING -SEE PLAN (TYP.) 3/8" MIN. EDGE DISTANCE FOR NAILS (TYP.) STAGGER SHEATHING JOINTS LONG DIMENSION OF SHEATHING TO RUN PERPENDICULAR TO FRAMING l INTERMEDIATE NAILING (FLOOR) @ 12" O.C. (ROOF) @ 12" O.C. } SHEATHING MINIMUM SHEATHING SHEET IS 2'x4' (TYP.) II I� BOUNDARY NAILING @ 6" O.C. (TYP.) NOTES: 1. EXTERIOR WALL SHEATHING REFERENCE S2-001. 2. AT WALL LOCATIONS WHERE MULTIPLE STUDS ARE REQUIRED TO SUPPORT VERTICAL LOADS, A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO SUPPORT THOSE LOADS THROUGH THE STRUCTURE TO THE FOUNDATIONS. THIS MAY BE ACCOMPLISHED THROUGH THE USE OF RIM JOISTS, SQUASH BLOCKS OR OTHER APPROPRIATE MEANS BASE ON LOCATION AND DETAILING CONSIDERATIONS. 3. PROVIDE A MINIMUM ONE STUD FOR EACH STUD OCCURRING ON THE FLOOR ABOVE UNLESS ADDITIONAL STUDS ARE ALSO REQUIRED. 4. SEE SHEAR WALLSCHEDULE FOR ADDITIONAL REQUIREMENTS. 5. AT EXTERIOR WALLS PROVIDE FIRE RETARDANT TREATED SHEATHING 4'-0" EITHER SIDE OF INTERSECTING 2 HOUR RATED WALLS, SEE ARCH. SHEATHING: SHEAR WALL SHEATHING WITH SPECIFIED ATTACHMENT IS REQ'D. ON ONE FACE OF THE WALL ONLY. EXTERIOR FACES AND NON -CORRIDOR FACES SHALL RECEIVE SHEATHING. SEE PLANS FOR SHEAR WALL LOCATIONS. SEE S2-001 FOR ADDITIONAL SHEAR WALL SHEATHING REQUIREMENTS W O U L P EPT .RC HireauR[ IENO i N[m ING IGEOSP AT I 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E U � C J '— J �^, W U of o 0 a n�a N € �o � my � U � CD o m C V O C Z3 LoE U � m = U B /\Issuances: Prom. No.: 074904 Date: 05/01/19 A Sheet Name: SHEAR WALL DETAILS RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carried DATE: 10/31/19 S2=203 II K 3 Al 5 1 6 Ig IV, @] f: 2 EL NOTES: [1] FORM TIES TO BEWITHIN 6' OF ANYJOINT. [2] UNLESS NOTED ON PLANS, LOCATE CONTROL JOINTS AT 25' MAX. SPACING. SEE SHEET S2-001. [3] REFER TO ARCHITECTURAL AND SPECIFICATIONS FOR WATERPROOFING REQUIREMENTS. [4] DETAILS CONTROL JOINTS ON SHOP DRAWINGS. [5] LOCATE CONSTRUCTION JOINTS AT CONTROL JOINTS. DOWELS x 5'-0" LONG. SAME SIZE AS WALL STEEL BUT AT TWICE THE SPACING. WOOD BEVEL STRIP, TYP. ABOVE AND BELOW GRADE 3W.3WL ° RJ 3" CPR. PICAL VERTICAL ryP' RUSTICATION JOINT (RJ) PJ (U.N.O.) INTERSECTION OF WALL AND SLAB PJ HORIZONTAL OR VERTICAL JOINTS NOTE: CONTINUE ALL REINFORCING BARS THROUGH JOINTS. JOINTS AS ABOVE, UNLESS SHOWN OTHERWISE IN SECTIONS. SECTION F3 SCALE 3/4" = V-0" FINISH FLOOR EL =847'4' SECTION SGHLt : J/4" - l' U' CIRCULAR SECTION 05 SCALE: 3/4"=V-0" 1/8" SAWCUT JOINT w i Wo m Uy UN h¢ / NOTE: FILL JOINTS AS REQUIRED BY SPECIFICATIONS. 6 1/2' CONCRETE SLAB SEE SHEET S2-101 FOR REINFORCING REQUIREMENTS 2 1/2' THICK RIGID INSULATION; .a a REF. ARCH. ALL EXPOSED CONCRETE SHALL HAVE 3/4" CHAMFER AS DETAILED ABOVE (U.N.O.). SECTION F7 SCALE: 3"=1'-0" MATCH HORIZ. REINF. SIZE 8 SPACING (TYP.) i NOTES: 1. SEETHE GENERAL NOTES SHEET S2-001 FOR " REINFORCING LAP LENGTHS (TYP.) 2. SEE PLANS AND SECTIONS FOR WALL REINF. SIZE AND SPACING (TYP.) 3. CORNER BARS IN CMU WALL ARE TO BE SIMILAR 4 ..+ Q SECTION F8 SCALE: 3/4"=V-0" �V W O U L P EPT ARC xrt[nrUR[ IEND i N[m IN4 ID[OSP AT i A 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E 51/2" CONCRETE SLAB 1/8" RADIUS SEE SHEET S2-101 FOR TOOLED EDGE) REINFORCING REQUIREMENTS 3/4" DIA. x 2'-0" SMOOTH DOWELS AT 24" O.C. CENTERED ON JOINT AND PLACED AT SLAB MID -DEPTH. GREASE COAT AND WRAP ON FINISH FLOOR ONE END OR PROVIDE PLASTIC COVER TO PREVENT BOND EL.=847'-4" E NOTE: D REF. DETAIL C4/ S2-301 FORADDITIONAL Dow T, INFORMATION NOT SHOWN O s •.:a PODIUM CONCRETE SLAB; REF. n, GARAGE DRAWINGS W ;1 SECTION • ff SCALE : 3/4" = V-0" C J '— J �^, W U of U a o 0 W N O CN NV Go W C o 0 Go c O a— 5 c L = Lo Lo E € U m = U E Issuances: DEawenoN Prom. No.: 074904 Date: 05/01/19 A Sheet Name: FOUNDATION DETAILS RELEASED FOR CDNSTRl1CTIDNINTROL JOINT DETAIL Subject to compliance with all regulations of State and Local Codes City of Carried DATE: 10/31/19 S2=301 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 R NOTE: GROUT SOLID ALL 518. BOTTOM COURSES OF CMU WALL 314" GYPCRETE FLOOR SHEATHING PER PLAN FIRST FLOOR EL= PER PLAN FLOOR TRUSS PER PLAN 5/8" DIA. x 5" EMBED ADHESIVE ANCHORS AT 24" O.C. SIMPSON BP(X) BEARING PLATE, TYP. TOP COURSE SHALL BE — - 8" CMU BOND BEAM WITH N _ (2) #5 CONT., GROUT SOLID T/ PODIUM SLAB SEE GARAGE DRAWINGS 846'-8"(0'-V) (VIF) P � #5@24" O.C. VERTICAL BARS AND ADD (5) #5 VERTICAL BARS AT SHEAR WALL HOLDOWNS BARS n• 5112' - 314"SHEATHING STUD Ed�� EXTERIOR BRICK SEE ARCH. DWGS. FOR LOCATION AND REQUIREMENTS SHALL BE CENTERED ON ANCHOR NOTE: BOLTS AT BRICK VENEER LOCATIONS 1 SECTION SCALE: 1"= V-0" X 1' T I NOTE: GROUT SOLID ALL BOTTOM COURSES OF CMU WALL STUD 3/4" GYPCRETE FLOORSHEATHING — PER PLAN FIRST FLOOR EL=PER PLAN L — EXTERIOR CMU VENEER SEE ARCH. DWGS. LOCATION AND REQUIREMENTS FLOOR TRUSS PER PLAN � 11 51/r 9112" 5/8" DIA. x 5" EMBED ADHESIVE 8" CMU WALL 12"CMU WALL ANCHORS AT 24" O.C. SIMPSON BP(X) BEARING PLATE, TYP. 1/2" EXPANSION TOP COURSE SHALL BE 1/2" EXPANSION JOINT MATERIAL 8" CMU BOND BEAM WITH JOINT MATERIAL (2) #5 CONT., GROUT SOLID - SIDEWALK -SEE CIVIL CNIL DWGS. CIVIL DWGS. CIVIL DWGALK S. RIGID INSULATION SEE ARCH. PLANS - T/ PODIUM SLAB SEE GARAGE DRAWINGS 846'-8" (0'-0') (VIF.) o #5@24" O.C. VERTICAL BARS AND ADD (5) #5 VERTICAL BARS AT SHEAR WALL HOLDOWNS, BARS SHALL BE CENTERED ON ANCHOR BOLTS NOTE: AT CMU VENEER LOCATIONS EXTERIOR FACE OF STUD WALL; ALIGN EDGE OF SLAB; ADHESIVE ANCHOR BOLT WOOD WALL STUDS; REF. ARCH. ARCHITECTURAL STOREFRONT (F1554, DR. 36) SEE REF. ELEVATIONS GLAZING WHERE OCCURS; ELEVATIONS REF. ARCH. #4 DOWELS x T-0" LG. AT 24" O.C. P4 ATDOORS OPENING JACK AND EXTERIORFLATWORK OR FINISH #4 BENT BAR EPDXIED DOWELS KING STUD; REF. GRADE; REF. ARCH. AND CIVIL AT 24" O.C. W/ 5" EMBED P.T. SOLE PLATE; REF. ELEVATIONS DRAWINGS ELEVATIONS SIM PSON HOLDOWN W/ RETAIL FLOOR SLAB PER PLAN SLAB ABOVE PODIUM LEVEL; BOUNDARY MEMBERAND FIRST FLOOR ANCHOR BOLTS PER ELEVATION ELEV_= PER PLAN HER DETAIL ClIS2-302 PODIUM SLAB FIRST FLOOR REF. GARAGE DRAWINGS 846'-8" (0'-0") (VIF) T/ PODIUM SLAB > 3" 5" (2)#4 CONT. 8, PODIUM SLAB; REF. GARAGE DRAWINGS PODIUM SLAB; SEE GARAGE DRAWINGS SECTION SECTION SCALE: 1"=1'-0" CO —SCALE: 3/4"=1'-0" SHEAR WALL REF. PLAN AND ELEVATIONS FIRST FLOOR EL =PER PLAN SHEAR WALL HOLD DOWNS — SEE SHEAR WALL ELEVATIONS (2) P.T. 2x6 TYP #3 SOLE PLATE T/ PODIUM SLAB SEE GARAGE DRAWINGS SHIM BELOW SOLE PLATE TO PROVIDE CONSISTENT DOUBLE TOP PLATE ELEVATION AT TRUSS BEARING; PROVIDE NON -SHRINK GROUT BELOW SOLE PLATE AS REQUIRED FOR GAPS DUE TO VARIATION IN TOP OF PODIUM SLAB SURFACE TO ENSURE FULL BEARING AT BASE OF WALL RELEASED FOR CONSTRUCTION Subject to compliance with all regulations N of State and Local Codes City of Carmel ',"1#, DATE: 10/31/19 11n, �1117 svr slrr 5112- SHEAR WALL SHEATHING SHEAR WALL SHEATHING SHEAR WALL REF. PLAN BEARING WALL; AND ELEVATIONS REF. PLAN AND ELEVATIONS BEARING WALL; PANEL EDGE NAILING REF. PLAN AND ELEVATIONS PANEL EDGE NAILING GYP-CRETE FLOORING GYP-CRETE FLOORING FLOOR SHEATHING PER PLAN FLOOR SHEATHING PER PLAN WOOD FLOOR TRUSS PER PLAN FIRST FLOOR WOOD FLOOR TRUSS PER PLAN EL=PER PLAN_ l SHEAR WALL HOLD DOWNS SEE SHEAR WALL ELEVATIONS RETAIL FLOOR SLAB PER PLAN 24 (2)#4 CONT. #4 BENT _ EPDXIED DOWELS AT24"O.C.W/5EMBED FIRST FLOOR 3/4" DIA.TITAN HD BOLTS _( ELEV =PER PLAN @ 24" O.C. WITH 6 1/4" MIN. EMBED. 3/4" DIA.TITAN HD BOLTS (TYP') @ 24" O.C. WITH 6 1/4" MIN. EMBED. (TYP.) T/ PODIUM SLAB PODIUM SLAB SEE GARAGE DRAWINGS PODIUM SLAB I 611r SECTION JUALL: T = T-V 5, 611r tee F E D C B 74,E WOOLG ERT MCHITEMMIENOINEEIINOjOEOWATIAL 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 W E cam _0 ^W E U J•� J W � U VI � c CL K 0 L a c � W IN cam C O Cow m V CD 0) U c o m C V o c a— L LoE U m =U Issuances: DESM"On Prom. No.: 074904 Date: 05/01/19 A Sheet Name: FOUNDATION DETAILS S2=302 it K 3 CI 5 FA IV, F] R RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Cannel ',"10 DATE: 10/31/19 FILL IN SLAB FOR SLAB BLOCKOUT 1 MATERIAL SIONFULL JOINT PERIMETER FULL PERIMETER OF ALL BLOCKOUTS SECTION SCALE : 3A' = 1'-0" 4 4- Pr l.� CENTERLINE COLUMN CENTERLINE FOOTING, U.O.N. (2)#4x4'-0" AT BLOCKOUT CORNERS NOT INTERSECTED BY CONTROL JOINT COLUMN BASE PLATE 1/2" x 16" x 16" SLABBLOCKOUT 3/4" DLA. ADHESIVE ANCHOR EMBED 6" MIN. 2" NON SHRINK GROUT I I I L------- ED = EDGE DISTANCE: AB-2 = 2" FILL IN SLAB FOR SLAB BLOCKOUT 1 /8" EXPANSION JOINT MATERIAL FULL PERIMETER OF ALL BLOCKOUTS I I I I I @. I (2g14x4'-0" AT BLOCKOUT CORNERS NOT INTERSECTED BY CONTROL JOINT COLUMN BASE PLATE AT HSS 5x5: 1/2" x 13" x 1'-1" AT HSS 6x6: 1/2" x 14" x V-2" — — — — — — — — — ----L AT HSS 8x8: 1/2"x 16"x 1'4" PLAN SLAB BLOCKOUT — HSS COLUMN PER PLAN 3/4" DIA. ADHESIVE ANCHOR EMBED 6" MIN. — 2" NON SHRINK GROUT 4 0. NOTE: e IF OVERSIZED BOLT HOLES ARE USED IN BASE PLATE, PROVIDE PLATE WASHERS. OVERSIZED NOTE: HOLES SHALL NOT EXCEED 2 TIMES THE BOLT IF OVERSIZED BOLT HOLES ARE USED IN BASE DIAMETER. PLATE, PROVIDE PLATE WASHERS. OVERSIZED HOLES SHALL NOT EXCEED 2 TIMES THE BOLT DIAMETER. CONCRETE PODIUM SLAB PER GARAGE DRAWINGS d CONCRETE DROP PANEL PER GARAGE DRAWINGS CONCRETE COLUMN PER GARAGE DRAWINGS SECTION SCALE : 34' = V-0" WOOLG ERT MCHITECTNEI NGINEMINGIGECWiTIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E L] [a] 101 n. WfEENJ W E cam \W\ W U � W � U OOf L c � Q) � N € o � N V CD � U � o m aC V o c — LONE= N N LoE U m = U Issuances: neSM"M Prom. No.: 074904 Date: 05/01/19 Sheet Name: FOUNDATION DETAILS it K 3 1 4 1 5 FA I:: F] R — FACE OF SUPPORT STEEL SHEAR PLATE PER SCHEDULE. SEE TABLE FOR SIZES & BOLT QUANTITY REED. OI �al� SECTION SCALE : 1" = 1'-0' UUNUKL I L DL SEE PLAN CENTERLINE 3(4" DIA. A325 BOLTS ON STD. GAGE AT COLUMN FLANG SHORT HORIZ. SLOTS AT BEAM WEB TYP. STEEL BEAM W/DOUBLE T CONNECTIOI REF. DETAIL RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel ',"1#, DATE: 10/31/19 SUPPORTED BEAM SUE PLATE THICKNESS WELD SIZE NO. OF BOLTS W8 1/4" 1/4w (2)--3/4w DIA W10 OR C10 W12 OR C12 1/4w T8" 1/4w 19" (2)--3(4w DIA (3)--3/4" DIA W14 3fal 5/16' (3)--3/4'DIA W16 X8' 5116' (4)--3(4-DIA W18 3f8" 5/16" (5)--3W DIA. W21 OR W24 1/2w 5/16w (6F-3/4w DIA W27 1/2' 5/16" (7)--3f4"DIA W30 1/2" 3/8" (8)--3/4"DIA W36 1/2" 3/8" (10)--3W DIA NOTES: 1. ALL BOLTS TO BE ASTM A325 N. UNLESS OTHERWISE NOTED. 2. ALL WELDS EACH SIDE WITH ETOX ELECTRODES. DO NOT RETURN WELDS. 3. PROVIDE HORIZONTAL SHORT SLOTTED HOLES IN SHEAR PLATE. l- CENTERLINE 3W DIA. A325 BOLTS & SHORT HORIZ. SLOTS IN BEAM WEB TYP. FINISH FLOOR T/ STEEL n [n > PLATE 3/8" FULL DEPTH STIFFENER 3 SIDES SECTION CIF SCALE: 1'=1'_0" CENTERLINE COLUMN CENTERLINE BEAM I [0000 OOO JAM CENTERLINE 3/4" DIA. =E PLAN ERECTION BOLTS TYP. L31/N31/Ns16xL+3"INS) AND L3 1/2x3 1/2x5116xL (FS)` L3 1/2x3 1/2(5116xL+3"(FS) AND L3 1/2x3 1/2x5ll6xL (NS)' VGE COLUMN SECTION A -A ' EXCEPTAT W18 OR W16 CONNECTION TO COLUMN NOTE: WEBS USE ANGLE LENGTH = NE BEAMS NEAR FLANGE OF COLUMN L FOR BOTH NS AND FS NE 3/4" DIA. STUDS AND BEAM NOT SHOWN FOR CLARITY 111 TWO SIDED CONNECTION DIAPHRAGM REINF. SEE PLAN PROVIDE (2) #4 x CONT. 3'-0" PAST EDGE OF OPENING WHERE NO BARS ARE INDICATED. 5116" BENT PLATE x CONT. STEEL BEAM STEEL BEAM SEE DETAIL E1 I S2401 FOR CONNECTION STEEL BEAM STEEL BEAM SEE DETAIL El I S2401 FOR CONNECTION LENGTH REINF. SPACING 0"-41/2" NO DBA'S REQ'D 41/2w-8w 30. O.C. 8w-1T 15.O.C. CENTERLINE BEAM SEE PLAN 12" MAX 2" " P - 6. 3/16 4 12 2" MIN !f MIN. STEEL 3/16 4-12 BEAM NOTE: AT CORNERS OF FLOOR SLAB OPENING - 45° MITER BENT PLATE AND PROVIDE ALL AROUND 3116" FILLET WELD (TYP.) DECK PANEL TO SUPPORT FLOOR SLAB EDGE AT STEEL BEAM SECTION aUA=: I =T-U' FLOOR SLAB #4 x CONT. CHAIR BAR #4 DBA's AT SPACING SHOWN PER SCHEDULE DIAPHRAGM REINF. SEE #4 PLAN. PROVIDE (2) x CONT. T-0" PAST EDGE OF OPENING WHERE NO BARS ARE INDICATED. 5116"BENT PLATE J CONT. 412 r 412 NOTE: AT CORNERS OF FLOOR SLAB OPENING - 45 DEG. MITER BENT PLATE AND PROVIDE ALL AROUND 3116" FILLET WELD (TYP.) SECTION JUA= : l" = l'-U FLOOR SLAB #4 DBA's AT SPACING MIN. SHOWN PER SCHEDULE ON DETAA4/ S2401 V-6w STEEL BEAM DECK FLUTE CLOSURE BY METAL DECK SUPPLIER 74,E WOOLG EUT MCHITEOUE IENDINEE INOjDEO PATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E u [a] 1:3 WfEENJ W E cam W W E U � J•� J �^, W U If o a 0 I..L N �a /D U c o c Vm 00 a— L — m E �E U m So .Issuances: DESM"M -F—MT Prom. No.: 074904 Date: 05/01/19 A Sheet Name: FRAMING DETAILS S2=401 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 R HALF DEPTH CONTINUITY PLATE, TYPICAL FLOOR SLAB PER PLAN � B/ DECK ELEV: SEE PLAN STEEL BEAM PER PLAN; SEE DETAIL Ei/S2401 FOR CONNECTION (SHEAR PLATE TYPE MUST BE USED) PLATE 318" CONTINUITY STIFFENER PLATES EACH SIDE OF COLUMN WEB, ALIGNED WITH BEAM FLANGES TOP AND BOTTOM MOMENTFRAME — COLUMN PER PLAN SECTION 1/4 IL 4 c 1"RADIUS, TYPICAL BOTTOM PL1-1/2"xl2" (A572, GR. 50) W ITH (8) 1" DIA. A49ON BOLTS AT SPACING SHOWN MOMENTFRAME BEAM PER PLAN BRICK -SEE ARCH. -- CONT. 1/4" BENT PLATE TYP. 3Hfi 3-12 TYR SECTION SCALE 1"-1 0" I I I 6' T-5' W12x26(TYP.) 6' L4x4x5116 (TYP.) GALV. L-6x4x3/8 (LLH) (TYR) NOTE: AT CORNERS OF FLOOR SLAB OPENING - 450 MITER BENT PLATE AND PROVIDE ALL AROUND 3/16" FILLET WELD (TYP.) FLOOR SLAB 314" DIA. x 5'-0" DBA's AT 12" O.C. � #4 x CONT. CHAIR BAR 318" STIFF. PLATES AT W12 BEAM LOCATIONS STEELBEAM SEE PLAN WF BEAM BEYOND SEE PLAN (TYP.) (BRICK FACADE) INSTALL BENT PLATE 8"x5"x3/8" (LLV). ATTACH TO EACH WALL STUD WITH (6) 1W DIA. SIDS STRONG - DRIVE SCREWS. (EFTS FACADE) INSTALL L-5x5x3/8 ATTACH TO EACH WALL STUD WITH (4) 1/4" DIA. BIDS STRONG -DRIVE SCREWS. (TYP.) FRP PLATFORM AND HANDRAIL SEE ARCH. DRAWINGS FOR ADDITIONAL INFORMATION. <F> 1 MC8 PER PLAN i/4 3-12 TYP. 4) 3-12 BRICK FACADE -SEE ARCH. - ADDITIONAL BOND BEAM ABOVE POCKET W/(2) #4xS-4" ROOF SHEATHING PER PLAN; MATCH MAIN ROOF BEAM POCKET FILL W/NON-SHRINK GROUT AFTER BEAM HAS BEEN SIMPSON A35 CLIPS AT 32" O.C. PLACED PSA35 P.T. 2x6 SPF -STUD DOUBLE TOP PLATE CLIPSAT CLIPS AT EACH P.T. SPF STUD DOUBLE TOP RAFTER. PLATE W/ 5/8" DIA. x 6" EMBED 2x FRAMING PER PLAN ANCHOR R BOLTS AT 32"O.C. SIMPATE CLIP EACH CLIP ACH RAFTER ER LATE 5/8x5 12xl'Om All (2) 45 x V-9" A706 DEFORMED BAR ANCHORS AT 8" O.C. AND (2) 3/4" DIA. A325N BOLTS AT STD. BEAM GAGE. TACK WELD TO UNDER SIDE OF PLATE 2x FRAMING TO MATCH RAFTERS; FULL PERIMETER ELEVATOR MASONRY WALL PER PLAN 2 3/4" PANEL EDGE NAILING STEEL BEAM PER PLAN ROOF SHEATHING PER PLAN e 3 NON -SHRINK GROUT BELOW BEARING PLATE TO ACHIEVE BEAM ELEVATION (2" MAX. THICKNESS) FIFTH FLOOR ROOF SEE PLAN PARTIAL BLOCK BELOW BEAM BEARING W/(2)#4x5'-4" 11LSEE PLAN SEE RAN P.T. 2x8 LEDGER W/ 518" ADDITIONAL BOND BEAM W/ DIA. x 5" EMBED ADHESIVE (2) #4x5'-4" ANCHORS AT 24" O.C. ELEVATOR HOIST BEAM PER PLAN; ADDI(FULL O HEIGHT) VERTICAL BAR REF. DETAIL At/ NON -SHRINK FULL (FULL HEIGHT) EACH SIDE OF AFTER I UT W/ NON -SHRINK GROUT BEAM POCKET AFTER INSTALL RELEASED FOR CONSTRUCTION 3N Subject to compliance with all regulations of State and Local Codes City of Camel ',"1 - DATE: 10/31/19 SECTION SCALE : 1" = l'-0" SECTION SCALE 1"-1 0" NOTE: \Y/ MI ER BEN PLATE OF OOR SLAB4'ANDP EDGE,ID MITER BENT PLATE 45° AND PROVIDE ALL AROUND 3/16"FILLET WELD (TYP.) EXTERIOR FACE OF LOAD BEARING WALL. STUDS AT 12" O.C. (TYP. AT BALCONIES) BENT PLATE, TYP. FLOOR SLAB �T 2'-0" O.C. #4 x CONT. CHAIR BAR STEEL BEAM SEE PLAN 74ALi WOOLG ERT MCNITECTNE IENOINEEIINOjOEOVATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E a--+ o E Q _0 E U � C J '- �AA K U V I O m 0 c €o � N � my W O m C 9 00 L = N N U vE B m _ U Issuances: T� oeswenax 7--mnmi Prom. No.: 074904 Date: 05/01/19 A Sheet Name: FRAMING DETAILS S2=402 2 3 4 5 6 7 3 9 F m of N N 0 m a K E C U 2 C- 72 NOTE: AT CORNERS OF FLOOR SLAB OPENING - 45' MITER BENT PLATE AND PROVIDE ALL AROUND 3116" FILLET WELD (TYP.) BRICK -SEEARCH. FLOOR SLAB I 3/4" DIP.. z 4'-0" DBA's AT 2-0' O.C. CONT. 1l4" BENT PLATE #4 x CONT. CHAIR BAR STEEL BEAM SEE PLAN JOIST BEYOND PER PLAN J L4z4z5/i6z1'-X LONG @ 48" O.C. W/ (4) DE WALT MINI -UNDERCUT+ ANCHORS AND 318" THREADED ROD @ 4" O.C. INSTALL AND INSPECT ANCHORS PER ICC-ES ESR-3912. L4x4x5/i6 AT 48" O.C. (TYP.) TYP. 1M L4x4x5/16 AT 48" O.C. (TYP.) TYP. SECTION SCALE'. i"=1'-0" I FLOOR SLAB PER PLAN 3/4' DIA z 5-0' DBA's AT 2'-0' O.C. #4 x CONT. CHAIR BAR STEEL BEAM SEE PLAN SECTION WE BEAM SEE PLAN WE BEAM SEE PLAN NOTE: AT CORNERS OF FLOOR SLAB EDGE, MITER BENT PLATE 45' AND PROVIDE ALL AROUND 3116" FILLET WELD (TYP.) SEE PLAN 4' STEEL BEAM .. SEE PLAN 3/8" FULL DEPTH STIFF. PLATE EACH SIDE OF WEB (4) 3/4" DIA. A325N BOLTS EACH SIDE OF 2' 1 1 2" COLUMN(TYPJ I I I I I HSSORWFCOLUMN I SEE PLAN RELEASED FOR CONSTRUCTION Subject to compliance with all regulations OVER COLUMN NOTE: AT CORNERS OF FLOOR SLAB OPENING - 45' MITER BENT PLATE AND PROVIDE ALL AROUND 3116^ FILLET WELD (TYP.) 314" DIA x 5'-0" DBA's AT 2'-0" O.C. FLOOR SLAB #4 x CONT. CHAIR BAR UNDERCUT ANCHORS, SEE DETAIL El THIS SHEET TYP. 3'16 3 C6z8.2 HORIZ. HANGER AT 48" O.C. (TYP.) ANGLE, SEE DETAIL E1 THIS SHEET 38" FULL DEPTH STIFF. PLATE AT EACH C6 HANGER JOIST BEYOND PER PLAN C6z8.2 VERTICAL HANGER AT 48" O.C. (TYP.) TYP. �TYP. CONT. L-6X6X7/8 GALV. TYP. ANGLE 3/16 3-12 TOBENTPL CONT. L6z4z5116 (LLH) BRICK LEDGE T/BRICK LEDGE FIRST COURSE ABOVE T/SLAB CONT. 114' BENT PLATE TYP. BENTPL 3/16 3-12 TO BEAM `BRICK FACADE - SEE ARCH. 0 \ LOOSE LINTEL OVER OPENING TYP. STEEL BEAM SEE PLAN L4x4x51i6 AT - 48' O.C. (TYP.) NOTE: PROVIDE 318" STIFFENER PLATES AS REQUIRED WITH ALL AROUND 3/16" FILLET WELD (TYP.) SECTION POST BASEPLATE 3/4"z81/2'z1'-2' W/ (4) 3/4" DIA. BOLTS AT BEAM GAGE ah SECOND FLOOR J SECTION C6x$.2 @ 48" .D. NOTE: INSTALL POST CONNECTION PRIOR TO CONCRETE FLOOR SLAB PLACING. HES POST REF. PLANS FOR SIZE AND LOCATION FLOOR SLAB PER PLAN STEEL BEAM PER PLAN BRICK-SEEARCH. �TYP 3/16� 312 J� SECOND FLOOR I PER PLAN — CONT. 1/4" BENT PLATE CI AT 48" O.C. (TYP.) NOW TYP. S16 - CONT. L-6X6X7/8 GALV. SEE ARCH. DWGS. FOR SOFFIT REQUIREMENTS BRICK - SEE ARCH. CONT. 114" BENT PLATE TYP. /4 TVP. /4 CONT. L-SXSX112 SECTION SEE PLAN 101 NOTE: I AT CORNERS OF FLOOR SLAB EDGE, MITER BENT PLATE 450AND PROVIDE ALL AROUND 3116" FILLET WEI D (TYP.) FLOOR SLAB 3/4" DIA. z 8AT T-2-70�� it4 CO � CONT.T. C CHAIR BAR STEELBEAM - STEEL BEAM ` SEE PLAN SEEP AN ` \ C6z82 @ ` 4a^ O.C. (TYP.) L4z4z3/8 AT EACH HANGER (TYP TVP. 1/4 L4z4z5/16 VERTICAL HANGER AT 4T O.C. (TYP.) SECTION JIiMLt: T = T-V BRICK -SEEARCH. —... CONT. 1/4" BENT PLATE TYP. 3/i6 312 C6z8.2HANGERSAT 48' O.C. (TYP.) TVP. I nv NOTE: 45 CORNERS T FLOORPLATE AND B OPENING - AL MITER BENT PLATE AND PROVIDE ALL AROUND 3116' FILLET WELD (TYP) FLOOR SLAB 318" DIA. x 3-0" BEAR AT 2-0" O.C. 44 z CONT. CHAIR BAR CONT. L6X6X7S GALV SECTION JLHLt: T = I-V 1P-679' NOTE: AT CORNERS OF FLOOR SLAB OPENING - 45' MITER BENT PLATE AND PROVIDE 6' 12191 ALL AROUND 3116" FILLET WELD (TYP.) FLOOR SLAB ��-' S O.C. #4 z CONT CHAIR BAR STEEL BEAM SEE PLAN j— ANGLE, SEE DETAIL E1 THIS SHEET JOIST BEYOND PER PLAN BEAM PER PLAN L4x4z5116 AT 48" O.C. 318" FULL DEPTH STIFFENER MAX (TYP.) BEAM PER PLAN No' STIFF. PLATE EA. SIDE OF BEAM (TYP.) — WE BEAM SEE PLAN L4z4z5116 AT 48"QC. (TYP) UNDERCUT ANCHORS, SEE DETAIL E1 THIS SHEET NOW i ��TYP- CONT. 1/4" BENT PLATE BRICK FACADE - SEE ARCH. TVP. 3116 312 3'8" FULL PLATE AT EACH ANGLE HANGER TYP. Y16 CONT. L6X4X5/16 GALV. rr� TVP. JOIST SEE PLAN L-0x4z5'i6 VERTICAL HANGER AT 48" O.C. (TYP) SECTION TYR 1/4" BENT PLATE VUI 01 TYP. O 3116 L3-1/2x2-1/2x5116(LLH). J CENTER VERTICAL LEG ON PARALLEL BEAM WEB. 1 L4x4x5/i6 NOTES 1. REF. DETAIL Ei/S2403 AND E3/S2403 FOR INFORMATION NOT SHOWN. 2. ALIGN ANGLE BRACE PARALLEL WITH BEAM UNDER WOOD FRAME WALL ABOVE. \sI WOOLPE PT R RCNIT EO MR E IENOI N Dow NOj 0E05 PR9 AL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E VJ D E Own _0 ^W` W n E U D C J '— J W � �r U E U) o O c Wr a O Q� no € o o) U m c 'c O c >— � N m U NE m La S B U Q Issuances: REV oEscRlPrxzl DAM 0 Issued For Building 2 Review 10/05118 1 Issued For Building Permit 05/01/19 Prom. No.: 074904 Date: 05/01/19 A Sheet Name: FRAMING DETAILS of State and Local Codes City of Carmel DATE: 10/31/19 6cA_t: T-=T-u 6UA_t: T-=T-V S2=403 it K 3 Ell 5 rl F] f: NOTE: STEEL DECK NOT SHOWN STEEL BEAM PLATE 1/4' x 4' x 4' STEEL BEAM L3x 3x 1/4' SEE PLAN FOR LOCATION PLATE 114' x 4' x 4' WORKING POINT 114 DETAIL A KICKER AT STEEL BEAM SECTION SCALE 1•-1'-0 ,,,", B DIA. LTS Zlli Ilia"L BOLTS CL OF HEADER II I II HSS POST NOTE: (2) 1/2' DIA, REF. PLAN AT DEMISING WALLS ONE WALL WILL BOLTS BE CONSIDERED THE SHEAR WALL. THE 1/4' THICK SHEAR WALL WILL BE CONTINUOUS FROM PLATE, TYP. THE SECOND FLOOR TO THE ROOF SECTION E1 SCALE: 11/2'=1'-0' -OP /GYPCRETE 7gi9G11 � r O O O l C 114' TH ICK PLATE HEADER REF. PLAN SECTION JUALt: , 11Z _,.-U. THRU BOLT, SEE SHEAR WALL SCHEDULE 3l4' GYP-CRETE (TYP.) - APA RATED SHEATHING (TYP.) — PRE-ENGINEERED WOOD TRUSS.(TYP.) — CEILING ASSEMBLY SEE ARCH. OWES. (TYP.) - 2x6 BLOCKING BETWEEN TRUSSES 2x DOUBLE TOP PLATE (TYP.) — 2x6 STUD WALL SEE SCHEDULE, MAY ALSO BE SHEAR WALL (TYP.) SECTION RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel ',� 103 DATE: 10/31/19 HSS POST REF. PLAN I/?GAP. 2x SILL PLATE (TYP.) L4x4x5/16 CONT. PROVIDE 5/16' DIAMETER HOLES AT 4' OC IN VERTICAL LEG FOR 2X FASTENERS. FLOOR SLAB PER PLAN JOIST PER PLAN 2x4 CONTINUOUS. FASTENER THROUGH SLAB EDGE ANGLE WITH SIMPSON STRONG -DRIVE SDS 1/4'X 1-1/2' SCREWS AT 4' OC. FASTEN DIAPHRAGM SHEATHING TO 2x PER FLOOR \� DIAPHRAGM SCHEDULE AND DETAILS. WF BEAM PER PLAN SHEATHING PER SHEAR WALL SCHEDULE L6x4x5/ WF BEAM PEF SECTION JUALt: ,..=,.-U. JOIST a(16V FLOOR SLAB PER PLAN - JOISTPERPLAN L4x4x5/i6 CONT. WF BEAM PER PLAN SECTION aUAI_t:.i =.I -v CMU ELEVATOR SHAFT LOAD BEARING SHEAR WALL SEE PLANS SEE SHEAR WALL SCHEDULE AND DETAILS FOR HOLD DOWN REQUIREMENTS I.YxHU.laIyUIU:a BEAM SEE PLAN (TYP.) SECTION JUALt: ,-=,-U 3l4' GYP-CRETE (TYP.) WOOD STAIR SHAFT APA RATED ABOVE SECOND FLOOR SHEATHING (TYP.) — SILL PLATE CONNECTION PRE-ENGINEERED WOOD TRUSS, (TYP.) CMU SOLIDLY GROUTED BELOW 2ND FLOOR SLAB CMU STAIR SHAFT BELOW SECOND FLOOR TOP FLANGE JOIST HANGER TO BE SIZED AND PROVIDED BY TRUSS MFR TYP. WELD TO T/STEEL BEAM. SECTION SCALE : 1' = l'-0' CENTERLINE OF LOAD BEARIN AND SHEAR WALLS PER PLAN LOAD BEARING WALL PER PLAN FLOOR SLAB PER PLAN 2x SILL PLATE (TYP.) L4x4x5/16 CONT. PROVIDE 5/16' DIAMETER HOLES AT 4' OC IN VERTICAL LEG FOR 2X FASTENERS. FLOOR SLAB PER PLAN 2x4 CONTINUOUS. FASTENER THROUGH SLAB EDGE ANGLE WITH SIMPSON STRONG -DRIVE SDS 1/4' X 1-1/2' SCREWS AT 4' OC. FASTEN DIAPHRAGM SHEATHING TO 2x PER FLOOR DIAPHRAGM SCHEDULE AND DETAILS. WF BEAM PER PLAN 74,E WOOLG EUT MCNITECTNE IENGINEw11NGIGEOWATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E A� D \\W _ W 0 E U � C J '- J �^, W U U o 0 Of o` Q) € o Q N m my UW o C 9 a FO L - N E U °E m = U B Issuances: T� Geswenax �,� Prom. No.: 074904 Date: 05/01/19 A Sheet Name: FRAMING DETAILS S2=404 1 1 2 1 3 1 4 1 5 1 6 1 7 1 6 1 9 f: RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel '"1 DATE: 10/31/19 CENTERLINE OF PERIMETER BEAM OR FACE OF WALL ADDITIONAL W12 PARALLEL TO — DECK SPAN, TYP. ADDITIONAL W10xl2 PERPENDICULAR TO DECK, TYP. of U� W12x14 E 0: r WW b J. W 12x14 #4x4'-0" EACH SIDE OF OPENING 1'-10' (2"CLEAR) TYP. s,AV rID #4 x 4'-0" EACH SIDE OF OPENING (2" CLR.), TYP. #4 x 4'-W EACH SIDE OF OPENING (2"CLR.) BELOW BARS PERPENDICULAR TO FLUTES, TYP. CENTERLINE OF BEAMS BELOW SECTION SCALE: 3W = 1'-0" - STEEL DECK SPAN DIRECTION Z-0"TYP. AX. CLR. EACH WAY tl4x4'-0 EACH SIDE OF OP ENI I G (2" CLEAR) TYP. I I I W12x14 i I I I I I EQ—EQ 3I �i I W 12X14 11 1 IW X i I r-1o" I MAX. CLR. I I m � I I3 IW10x12 �• i W12x14— _-- I I 1'-10" iMAX. CLR. GREATER THAN 1'-10" L2x2xl/4x3'-4" BELOW DECK CEN CLEAR): ATTACH W/ 1 1/2" FILLE I DECK FLUTE, TYPICAL PROVIDE OPENINGS ARE FARTHER THAN ! CENTERLINES. L6x4x3/8 LLV EACH SIDE OF OPENING (3) CLEAR) W/ CONNECTION AT WALL PER DETAIL Ei/S2-401 CENTERLINE OF PERIMETER BEAM OR FACE OF WALL FOR ROUND OR SQUARE OPENING 12" (SIDE OR DIAMETER) AND LESS STEEL DECK SPAN DIRECTION 0 #4x4'-0" EACH SIDE OF OPENING (2" CLEAR) TYP. ON OPENING (3" S AT EACH PASSING ACE WHERE ROM BEAM ADDITIONAL W12x14 W/ CONNECTION PER DETAIL E1/S2401 NOTES 111 ALL OPENINGS MUST BE CUT IN THE DECK AFTER CONCRETE HAS BEEN PLACED AND ALLOWED TO CURE FOR AT LEAST 7 DAYS. PRIOR TO PLACING CONCRETE, ALL OPENINGS MUST BE BLOCKED OUT WITH THE METAL DECK INTACT AND CONTINUOUS BELOW OPENING LOCATIONS. 121 SINGLE ROUND PENETRATIONS; 41NCHES IN DIAMETER AND LESS THAT CAN BE LOCATED WITHIN THE DECK FLUTES WITHOUT CUTTING WEBS; DO NOT REQUIRE ADDITIONAL REINFORCING OR SUPPLEMENTARY STEEL. 131 FOR 12' AND SMALLER SIDE OR DIAMETERS; MULTIPLE OPENINGS IN THE SAME BAY CANNOT BE ALIGNED PARALLEL TO THE DECK SPAN SUCH THAT THE OPENING REMOVES DECK FLUTES COMMON TO BOTH OPENINGS. IF THIS CONDITION IS ESTABLISHED IN THE FIELD; MECHANICAL ENGINEER SHALL BE CONSULTED TO DETERMINE IF THE PENETRATION CAN BE MOVED TO AN ADJACENT DECK AREA. IF THE OPENINGS CANNOT BE MOVED; SUPPLEMENTARY FRAMING AS TYPICALLY INDICATED WITH W12xl4 BEAMS BETWEEN MAIN FRAMING BEAMS (PARALLEL TO DECK SPAN) WITH W10xl2 BEAMS EACH SIDE OF THE OPENINGS SHALL BE PROVIDED REGARDLESS OF THE OPENING SIZE. 141 ADDITIONAL REINFORCING BARS INDICATED AROUND THE OPENING SHALL BE SUPPORTED SO THEYARE PLACED AT TOPPING MID -DEPTH, 1' CLEAR FROM TOP SURFACE. FOR OVERLAPPING BARS, THOSE RUNNING PERPENDICULAR TO DECK SPAN SHALL BE PLACED ON TOP WITH THE PARALLEL DECK SPAN BARS PLACED TO RUN BELOW. 151 CONTRACTOR SHALL COORDINATE OPENING LOCATIONS AND DIMENSION REQUIREMENTS WITH MECHANICAL. ELECTRICAL, PLUMBING AND FIRE PROTECTION DRAWINGS INCLUDING INSULATION AND FIRE -SAFETY REQUIREMENTS THAT MAY OCCUR AROUND OPENINGS. 161 CONTRACTOR SHALL SHORE DECKAS REQUIRED TO SUPPORT CONSTRUCTION LOADS DURING CONCRETE PLACEMENT OPERATIONS. SUPPORT CONDITIONS INDICATED ASSUME A MINIMUM 2-SPAN DECK LAY-UP IN THE FRAMING BAYS ADJACENT TO OPENINGS; CONTRACTOR SHALL REVIEW THE DECK SHOP DRAWINGS AND AS -INSTALLED DECK LAYOUT TO IDENTIFY SINGLE SPAN DECK AND UNSUPPORTED CANTILEVERED DECK CONDITIONS THAT WILL REQUIRE SHORING PRIOR TO CONCRETE PLACING. I Ua I W10x12 Z ' <� I W12x14 _ I Imo_-_-_ _-_-_-__ r rc W10xl2 Ww I W10x12 I0111� II -- �I�I U' I W12xl4 I ' M m l I 1tt WIN14 b Ka w nI I Iti 16x4 U w (SEE a @, FT ! ABOVE) 5/16" BENT PLATE SLAB EDGE PER DETAIL Ei/S2-401; PROVIDE 4" WIDE BOTTOM LEG AND #4 BARS AT 18" O.C., TYP. W12x14 OPENING CENTERLINE OF PERIMETER BEAM OR FACE OF WALL GREATER GREATER T rHAN 1'-6" 1'-10" b� FOR ROUND OR SQUARE OPENING GREATER THAN 12" AND LESS THAN 40" CENTERLINE OF BEAMS BELOW W12x14EACHSIDE W/CONNECTIONTO WALL PER DETAIL Ei/S2-401 \ALA WOOLG EUT MCNITECTNE IENOINEEIINOIOEOVATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D C B W E cam _0 W W E U � J•� J W � U VI � c CL r a 0 c n � N � my C o W C V 00 L — N E �E U m = U Issuances: DESM"M Prom. No.: 074904 Date: 05/01/19 A Sheet Name: FRAMING DETAILS S2=405 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 r 2x STUD (4) Bid TOENAIL OR (2) 16d END NAIL SILL PLATE DETAIL A TYPICAL FASTENING OF STUD TO SOLE PLATE `16d@16"O.C. EACH EDGE L 16d @ 12" O.C. EACH EDGE EACH FACE DETAIL F TYPICAL FASTENING OF BUILT-UP BEAMS - SOLID SAWN LUMBER (10)16d NAILS 2x BLOCKING @ 24" O.C. 24' O.C. DETAIL J DETAIL B TYPICAL FASTENING OF DOUBLE STUDS 4' 0" (10) 16d NAILS DETAIL M TYPICAL FASTENING OF LAP SPLICE FOR 2z TOP PLATES TYPICAL BRIDGING DETAIL DOUBLE 2x STUD 16d @ 24' O.C. FACE NAIL KING C. I"O.C. --- -puss COORDINATE LOCATION AND SPACING WITH FLOOR TRUSS MANUFACTURER RELEASED FOR CONSTRUCTION Subject to compliance with all regulation'.CAL WOOD FRAMING DETAILS of State andd beat Codes City of Carried -0" \m1\Gt DATE: 10/31/19 16d @ 16' O.C. (2) 2x TOP PLATES (2) 16d END NAIL 2x STUD DETAIL C TYPICAL FASTENING OF SINGLE OR DOUBLE TOP PLATE TO STUD (END WALL) (10) 16d NAILS c 2x STUD DETAIL D TYPICAL FASTENING OF HEADER TO KING STUD 2x STUD WALL - 16d FACE NAIL @ EACH JOIST FLAT FLOOR JOIST — (2) 10d TOENAIL 2x STUD WALL 3 PLY BUILT-UP COLUMN 30d @ 8" O.C. DETAIL K TYPICAL FASTENING OF FLAT FLOOR JOIST OR ROOF TRUSS AT BEARING CONDITION T.O.C. ol 4 PLY BUILT-UP COLUMN 1@8"O.C. SIMPSON ECC COLUMN CAP OR EQUIVALENT. INSTALL PER MAI SPECIFICATIONS 1/2" CIA A307 BOLTS (TYP.) WOOD POST SEE PLAN TYPICAL WOOD HEADER TO WOOD COLUMN SUPPORT KING STUD HEADER OR LINTEL (4) 8d TOENAIL (FOR LESS THAN IT HEADER) (6) 8d TOENAIL (FOR 12" HEADER OR GREATER) JACK STUD WOOD HEADER SEE PLAN PRO VIDAT E CTOLOSUPOF PRE OST 0 -3' 1/2" DIA A307 BOLTS PLATE (TYP.) 3'4"THRU BOLTS rr7l I mT L WOOD BEAM SEE PLAN 518' BENT PLATE HANGER I 1/2" STIFFENER PLATE TYP. I STEEL COLUMN SEE PLAN TYPICAL WOOD HEADER TO STEEL COLUMN SUPPORT SILL PLATE - (1) 10d BOX NAIL FACE NAIL TOP & BOT. CHORD @ EACH TRUSS - 1 1/2" RIM BOARD - (1) 8d TOENAIL @6'O.C. 2x TOP PLATES FLAT ROOF JOIST OR GIRDER 2x TOP PLATES (2)10d TOENAIL OR GIRDER 2x STUD WALL DETAIL H ING OF FLAT FLOOR JOIST :L\�-7�i1:7ICCKK•Pb]IIPP 16d @ 16' O.C. EACH EDGE DETAIL E TYPICAL FASTENING OF HEADER, TWO PIECES (1)10d BOX NAIL FACE NAIL TOP & BOT. CHORD @ EACH TRUSS CONT. 2z8 RIBBON BOARD (1) Bid TOENAIL @ 6" O.C. 2x TOP PLATES OR GIRDER SHEATHING 3116 V 1/4" PLATE EACH SIDE 3/4" DIN THRU BOLTS T.O.C. � (2) 2x 114 1/2" CAP PLATE STEEL OR WOOD COLUMN SEE PLAN DETAIL L TYPICAL WOOD BEAM OVER STEEL OR WOOD COLUMN CONNECTION DETAIL WOOD FASTENING SCHEDULE - MINIMUM CONNECTION TYPE FASTENER SIZE AND QUANTITY COMMENTS TYPICAL DETAIL STUD TO SILL PLATE (4) W OR (2) 16d 8d TOENAIL OR 16d END NAIL A DOUBLE STUDS 16d @ 24" O.C. FACE NAIL B SINGLE OR DOUBLE TOP PLATE TO STUD (END WALL) (2) 16d END NAIL C HEADER TO KING STUD (4) ad TOENAIL D HEADER, TWO PIECES 16d @ 1F O.C. EACH EDGE E BUILT-UP BEAMS - SOLID SAWN LUMBER 16d @ 16" O.C. EACH EDGE F RIM BOARD TO TOP PLATE Bid @ 5' O.C. TOENAIL H RIM BOARD TO TOP & BOTTON CHORD OF FLAT TRUSS (1) 10d BOX NAIL FACE NAIL H FLAT FLOOR TRUSS AT BEARING CONDITION (2) 10d TOE NAIL THROUGH BOTTOM CHORD H SILL PLATE TO JOIST OR BLOCKING 16d EA. JOIST OR TRUSS FACE NAIL H BUILT-UP CORNER STUDS 16d @ 24' O.C. J ROOF TRUSS TO PLATE TOE NA IL THROUGH BOTTOM CHORD! UPLIFT FASTENERS K PLYWOOD OR OSB FLOOR SHEATHING SEE TYPICAL FLOOR SHEATHING LAYOUT AND ATTACHMENT DETAIL ON SHEET Dl/S2-207 NOTES ALL NAILS TO BE COMMON NAILS MINIMUM, U.N.O. - IN ADDITION TO THE ABOVE CHART, THE MINIMUM NAILING AS SPECIFIED BY THE BUILDING CODE SHALL BE REQUIRED. USE WHICHEVER NAILING REQUIREMENT IS MORE STRICT. SEE SECTIONS FOR ANY ADDITIONAL FASTENING INFORMATION. South End - All Wood North End - Above Steel Structure Load Bearing Wall Stud Schedule Load Bearing Wall Stud Schedule FLOOR EXTERIOR STUDS DOUBLE BEARING WALLS SINGLE BEARING WALLS CORRIDOR WALLS FLOOR EXTERIOR STUDS DOUBLE BEARING WALLS SINGLE BEARING WALLS CORRIDOR WALLS HIGH ROOF TYP. 2x6 @ 24" O.C. TYP. 2z6 @ 24" O.C. TYP. 2x6 @ 24" O.C. TYP. 2x6 @ 24" O.C. ROOF 4TH TYP. 2x6 @ 24" O.C. TYP. 2x6 @ 24" O.C. TYP. 2x6 @ 24" O.C. TYP. 2x6 @ 24" O.C. TYP. 2x6 @ 24" O.C. TYP. 2x6 @ 24" O.C. TYP. 2x6 @ 2C O.C. TYP. 2x6 @ 24" O.C. 3RD 3RD TYP. 2x6 @ 24" O.C. TYP. 2x6 @ 24" O.C. TYP. 2x6 @ 24" O.C. TYP. 2x6 @ 24" O.C. TYP. 2x6 @ 16" O.C. TYP. 2x6 @ 16" O.C. TYP. 2x6 @16" O.C. TYP. 2x6 @ 16" O.C. 2ND 2ND TYP. 2x6 @ 16" O.C. TYP. 2x6 @ 16" O.C. TYP. 2x6 @16" O.C. TYP. 2x6 @ 16" O.C. let list NOTES: A ALL WALL STUDS ARE SPRUCE PINE FIR No. 11 No. 2 B. SEE ARCHITECTURAL DRAWINGS FOR NON -BEARING WALL STUDS C. 2z6 STUDS REQUIRED AT PLUMBING WALLS. SEE ARCH. AND MECH. D. REFER TO SHEAR WALL ELEVATIONS FOR ADDL REQUIREMENTS FOR LOAD BEARING SHEAR WALLS '^'ST OR RAFTER (3) 16d EACH END BLOCK 4'-0"O.C.l WALL STUDS NOTE: CONTRACTOR SHALL PROVIDE RESTRAINT TO NON -LOAD BEARING PARTITION WALLS JOIST OR RAFTER PARALLEL TO NON -BEARING WALL =R O K OWALL STUDS LL a NOTE: CONTRACTOR SHALL PROVIDE w RESTRAINT TO NON -LOAD BEARING O PARTITION WALLS JOIST OR RAFTER PERPENDICULAR TO NON - BEARING WALL HEADER SCHEDULE MARK SIZE H2-8 (2)2x8 H2-10 (2)2x10 H3-8 (3)2z8 H3-10 (3)2z10 H3-12 (3) 2x12 HL2-9.5 (2)13/4'siI LVL HL2-11S (2)13/4"z11.875"LVL HL39.3 31/2"x91/4"LVL HL3-9.5 (3) 1 3/4"x9.5" LVL HL3-11.3 (3) 1 3�4"z11.25' LVL HL3-11.9 (3) 1 34"z11.875" LVL G F E D C elm \AIF W00LPEPT R RCNR EC MR E ema N EERI NOI OE09 PAIR AL 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 W E Cool (^'0 W (^'> W E U J•� J y � W of C C rVn V N It WDo 0 c (v O N € o � 0) Do `ow C � � .am c `m U nNE W � c O Q Issuances: REV CESCRIMEM DAM 0 Issued For Building 2 Review 10/05118 1 ASI#4 12/21/18 2 Issued For Building Permit 05/01/19 Prom. No.: 074904 Date: 05/01/19 A Sheet Name: TYPICAL WOOD FRAMING DETAILS S2=501 1 1 2 3 CI 5 FA L, F] R 3/4"GYP-CRETE (TYP.) APA RATED SHEATHING TOP /GYPCRETE PRE-ENGINEERED WOOD TRUSS. HEADER SEE PLAN SECTION TOP FLANGE JOIST HANGER TO BE SIZED AND PROVIDED BY TRUSS MFR. TYP. SCALE : 1" = 1'-0" NOTE: FLOOR TRUSS FABRICATOR SHALL PROVIDE A CLEAR T-0"WIDE SPACE DOWN THE ENTIRE LENGTH OF THE CORRIDOR FLOOR TRUSSES AS SHOWN IN DETAIL BELOW FOR MECHANICAL PIPING AND DUCTWORK CONT. 2x8 RIBBON BOARD PANEL EDGE NAILING, TYR APA RATED SHEATHING PER PLAN PRE-ENGINEERED WOOD FLOOR TRUSS PER PLAN FLOOR TRUSSES PER PLAN SECOND AND THIRD FLOOR FRAMING SEE PLAN \ X / CLEAR \ FLOOR TRUSSES PANEL EDGE FASTENERS, TYP. / 2x LEDGER SHEAR WALL SHEATHING WALL FRAMING; SEE -------- SEE SCHEDULE SCHEDULE CORRIDOR SECTION SCALE : 1"- V-0" SHEAR WALL SHEATHING PER SCHEDULE 3/4" GYP- APA RATED TOP/FLOOR CEILING ASSEMBLY SEE ARCH. DWGS. (TYP. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations 'ION of State and Local Codes City of Cannel0" 1,� ICJ DATE: 10/31/19 9x SILL PLATE (TYP) 2x END WALL TRUSS CRETE (TYP.I SHEATHING (TYP.) / PRE-ENGI WOODTR 2 (TYP.) ]TOPLATE LA CONT. 2x4 STAGGER FLOOR TRUSSES AS REQUIRED ON TOP OF BEARING WALLS JEERED JSS. (TYP.) 2x STUD WALL SEE SCHEDULE, MAY ALSO BE SHEAR WALL (TYP.) 3/4" GYP-CRETE (TYP.) APA RATED SHEATHING TOP/GYPCRETE PRE-ENGINEERED WOOD TRUSS. SECTION SHALL T.=l._0. 2x10 BLOCKING BETWEEN EACH FLOOR TRUSS (TYP.) 2x SILL PLATE r PRE-ENGINEERED 2x BLOCKING I WOOD TRUSS. (2) 2x TOP PLATE NOTE: 2x STUD WALL SHEATHING STAGGER TRUSSES AS SEE SCHEDULE REQUIRED FOR ADEQUATE BEARING OR PROVIDE 2-SPAN TRUSSES UNLESS INDICATED ON PLAN SECTION SCALE : V - V-)" EERED SS 2x STUD WAL SCHEDULE 3/4" GYP-CF APA RATED S TOP /GYPCRETE PRE l SECTION SCALE : 1" = V-0" t t/2" CAP. 5112" .. s 1/r SHEATHING (2) 2x TOP PLATE MASONRY VENEER MAY OCCUR, SEE ARCH. THRU BOLT, SEE SHEAR 2x SILL PLATE (TYP.) WALL SCHEDULE 3/4" GYP-CRETE (TYP.) SHEATHING PER SHEAR WALLSCHEDULE APA RATED SHEATHING (TYP.) TOP/FLOOR PRE-ENGINEERED WOOD TRUSS. (TYP.) NOTE: STAGGER TRUSSES AS REQUIRED FOR ADEQUATE BEARING OR PROVIDE 2-SPAN TRUSSES UNLESS INDICATED ON PLAN v v CEILING ASSEMBLY SEE 2x6 BLOCKING ARCH. DWGS. (TYP.) BETWEEN 2x TOPPLATE TRUSSES (TYP ') 2x6 STUD WALL SEE SCHEDULE, MAY ALSO BE SHEAR WALL (TYP.) TYPICAL UNIT SEPARATION WALL JLALL 1-= I 74 AL WOOLG ERT ARCNITEPUE IONGINEMINGIGEO V ATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D E CLim _0 E U � C J ___J ^� W � U o N om owC V i ^ O C U LoE E m U 13 = Dlssuances: Nev I uesM"M mTe 0 Issued For Building 2 Review 10/05118 1 Issued For Building Permit 05/01/19 Prom. No.: 074904 Date: 05/01/19 A Sheet Name: TYPICAL WOOD FRAMING DETAILS S2=502 11 K 3 CI 5 n FA K F] R WINDOW SEE ARCH. 3/4' GYP-CRETE (TYP.) FLAT FLOOR TRUSS APA RATED SHEATHING TOP/GYPCRETE PRE-ENGINEERED WOOD TRUSS. 2x STUD WALL SEE SCHEDULE- HEADERSEEPLANS SECTION SCALE : 1' = V-0' FINISH FLOOR SEE PLAN MASONRY ELEVATOR WALL SECTION SCALE : 1' = V-0' SIMPSON PA18 ANCHORS AT 24' O.C. (TYP.) 3/4' GYP-CRETE (TYP. AT FLOORS) FLAT FLOOR T APA RATED SHEATHIN TOP /GYPCRETE RELEASED FOR CONSTRUCTION Subject to compliance with all regulations N of State and Local Codes City of Cannel \"1# DATE: 10/31/19 PRE - woo CAPSTONE MAY OCCUR SEE ARCH. 2x6 SILL WALL MAY OCCUR CONT. 2x8 RIBBON BOARD (2) 2x TOP PLATE MASONRY VENEER MAY OCCU R, SEE ARCH. SHEATHING, SEE ARCH. GALV. LOOSE L LINTEL SEE SCHEDULE ON S2-001 SIMPSON HUCQ610-SDS HANGAR, ATTACHED TO CMU WALL WTIH (14) 1/4' KW IK HUS-EZ ANCHORS BUSS G ENGINEERED METAL ANO MFGR. Ix rm rn Lv1IN D TRUSS. HANGER TO BE SIZE PROVIDED BY TRUSS 18' LVL LEDGER WITH /` r „( (2) 1/2' DIA. A.B. @ 2'-0' O.C. WOOD FLOOR TRUSS PER PLAN AT SIM. PLATED ROOF TRUSS WOOD BEAM; REF. PLAN AND ELEVATIONS NOTE: AT SIM. PLATED ROOF TRUSS; PLACE ANCHOR PLATE AT BOTTOM OF TRUSS 16' BOND BEAM WITH (2) #4 CONT. FOURTH FLOOR AT SIM: UPPER ROOF FLOOR SHEATHING PER PLAN 3RD FLOOR 1u: SIMPSON CC66 COLUMN CAP / 3/16 V 1/4' SIDE PLATE EACH SIDE W/ (4) 518- DIA. A36 THREADED ROD THROUGH BOLTS SECTION eUALL T' = T-U SIMPSON PA18 ANCHORS AT 24' O.C. (TYP.) 3/4' GYP-CRETE (TYP. AT FLOORS) FLAT FLOOR TRUSS APA RATED SHEATHING A TOP/GYPCRETE CTION 1' = r-0' PRE-ENGINEERED WOOD TRUSS. METAL HANGER TO BE SIZ AND PROVIDED BY TRUSS MFGR. 13/4'x18' LVL LEDGER WITH — (2) 1/2' DIA. A.B. @ 2'-0' O.C. 41 O WOOD FLOOR TRUSS PER PLAN AT SIM: PLATE WOOD ROOF TRUSS O 6x6 SPRUCE PLATE FIR NO. 1 _II xll,'n II— WOOD POST BCBC6 CAP (THROUGH FLOOR TOTO TN TOP OF BEAM) I DOUBLE TOP PLATE I 2x FRAMING; MATCH SIZE AND SPACING OF WALL ABOVE WOOD FLOOR TRUSS PER PLAN O O . d' NYY� WOOD BEAM; REF. PLAN 11 AND ELEVATIONS PLATE 3/4x6 1/2x0'-1 V HISS 5x5 COLUMN; REF. PLAN AND ELEVATIONS NOTE: AT SIM. PLATED ROOF TRUSS; WOOD POST ABOVE WOOD BEAM DOES NOT OCCUR. 3/8'x10'xCONT. EMBEDDED PLATE WITH (2) 1/2' DIA. x 6' STUDS AT 16' O.C. EXTEND PLATE 6' EACH SIDE BEYOND DOOR OPENING ANGLE FOR ELEVATOR DOOR BY G.C. COORDINATE LOCATION WITH ELEVATOR SHOP DRAWINGS DOUBLE BOND BEAM WITH (2) #4 CONT. 74,E WOOLG ERT MCHITEMM IENGINEMINGIGEO V ATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E WiMMEJ A� D E cam 0^ — W E U � C J '— J �^, W U Q% N CL Of c n cam � N � m V U c CD o m C o c a— L N N U SE m Sc) B Issuances: T� oeswenax —F—MM-1 Prom. No.: 074904 Date: 05/01/19 A Sheet Name: TYPICAL WOOD FRAMING DETAILS 6*4MIN] 1 1 2 1 3 1 4 1 5 1 6 1 7 1 6 1 9 R SEE ARCH. CENTERLINE OF COLUMN AND BEARING WALL ERE PLATFORM AND HANDRAIL SEE ARCH. DRAWINGS FOR ADDITIONAL INFORMATION FINISH FLOOR 3/4" GYP-CRETE (TYP.) III 1 MC8 TO HSS-5x5 APA RATED SHEATHING 3116 III 11. TOP/GVPCRETE -L FINISH FLOOR _L- IIL FLATFLOORTRUSS r-, MCBx21.4.4 SUPPORT MEMBERS SEE PLAN L _ J AT EACH END OF BALCONY r_r SLOPE AS SHOWN(TYPJ _�% (2)2x TOP PLATE 1L J CONT. 2x4 r _ 7 MASONRY VENEER Ii SEE ARCH. LOOSE ANGLE LINTEL 5x5.5 III SEE SHEET S2-001 FOR SIZE COLUIOLUMN IIII IN STUD WALL BEYOND IIII I SLIDING DOOR I I SEE ARCH. SECTION DGHLL 1 =I--U CENTERLINE OF COLUMN AND BEARING WALL FINISH FLOOR 1 1 3/4' GYP-CRETE (TYP.) APA RATED SHEATHING II I TOP /GVPCRETE FINISH FLOOR FLAT FLOOR TRUSS SEE PLAN FYNf\\�fISIS�i SEE ARCH. ERE PLATFORM AND HANDRAIL SEE ARCH. DRAWINGS FOR ADDITIONAL INFORMATION II I WALL STUDS BEYOND I IV I I.I I�I CI I'I IIII I I I I:I I:I I:I I�I IIII I r-, II II II II II L_J II II II II II II II II II II r _ y MC8x21.4.4 SUPPORT MEMBERS AT EACH END OF BALCONY 11--11 SLOPE AS SHOWN (TYP.) - ATTACH TO EACH VERTICALWALL STUDS OR RIM BOARD � % AMINIMUM OF(5)SDSSTRONG- I --------- - DRIVE1CHANNELWITH r-, DRIVE 1/4' DIA. SCREWS (TYP.) L-JI CONT. 2x4-1 VVVI (2)2x TOP PLATE -I SEEOARCH.VENEER LOOSE ANGLE LINTEL 11 11 SEE SHEET 2S-001 FOR SIZE III II I I III 1 SLIDING DOOR SEE ARCH. 1 Od NAILS @ 6- O.0 3/4' GYP-CRETE (TYP.) APA RATED SHEATHING TOP/GYPCRETE FLAT FLOOR TRUSS rl 2 LAVERS OF 10d NAILS (4 TOTAL), TYP. 2x6 BLOCKING @ 2'-0' O.C. 2x4 SPF-STUD AT 24' O.C. CEILING FRAMING IN SIMPSON HANGERS WHEN LENGTH "X" IS GREATER THAN 2'-0" RELEASED FOR CONSTRUCTION Subject to compliance with all regulations 1`I0N of State and Local Codes 1'-0' City of Carmel DATE: 10/31/19 CONT. 2x4 'X' I I Y 1 1 (BRICK FACADE) INSTALL BENT PLATE 1 81 (LLV). ATTACH TO EACH WALL STUD WITH (6) 1/4" DIA. SDS STRONG - ERE PLATFORM AND HANDRAIL -� 3/8ATTACH SEE ARCH. DRAWINGS FOR (EFTS FACADE)INSTALLITH(4)L TO EACH WALL STUD WITH (4) 1/4' DIA. ADDITIONAL INFORMATION. I BIDS STRONG -DRIVE SCREWS. (TYP.) Ir-� L4____ MC8 AT EACH END OF BALCONY L _ J SHALL SLOPE AWAY FROM BUILDING I AS SHOWN IN TRANSVERSE SECTION MC8 ATTACH TO EACH VERTICAL STUD r-y WITH BIDS STRONG -DRIVE II 1/4'SCREWS. (TYP.) I -4 CENTERLINE OF TUBE COLUMN I I AT BUILDING WALL AND FACE OF C4 r - _1 L-J I r-7 L_J F-1 MASONRVVENEER I SEE ARCH. 1 _J I r-� SECTION SCALE : 1' = 1'-O' 2X6 BLOCKING IN LINE WITH COLUMN. SIMPSON STRAP NOT HSS-5.5"x5.5" IN WALL WITH SHOWN FOR CLARITY 2x6 STUDS EACH SIDE OF IIII COLUMN PRE-ENGINEERED FLOOR TRUSS ATTACH 24 STUDS EACH SIDE OF COLUMN WITH (4)1/4-DIA. STB STRONG -DRIVE SCREWS WITHIN PLAN VIEW THE DEPTH OF THE FLOOR TRUSS TYP.) 2x6 BLOCKING ATTACHED TO HSS-5.5x5.5 - COLUMN AND 2x6 VERT. STUDS WITH (4) 1/4' DIA. STB STRONG -DRIVE SCREWS. (TYP.) SIMPSON CS14x4'-O' FILL —A ALL HOLES WITH Ed NAILS 3/4' GYP-CRETE (TYP.) APA RATED SHEATHING TOP/GVPCRETE PRE-ENGINEERED FLOOR TRUSS SECTION SCALE : 1' = 1'-O' - 2X6 BLOC ING N LINE WI H -COLUMN -------- _L CONT. 2x4 - L_J MASONRY VENEER MAY IOCCUR, SEE ARCH. r—r I I 1-� I I r-, HSSE.5"x5.5" IN WALL WITH L-J 2x6 STUDS EACH SIDE OF r--`1 COLUMN J r-1 I _ 1 (2) 2x TOP PLATE 1-J EACH SIDE OF r— COLUMN _J I III SHEATHING r WINDOW SEE ARCH. DWGS. SHEATHING CAPSTONE MAY OCCUR I/ SEE ARCH. 1 Od NAILS @ 6' O.C. I 1 2x6 STUD WALL 3/4' GYP-CRETE (TYP.) -� L Jf SEE SCHEDULE r_y 2x6 SILL WALL MAY OCCUR APA RATED SHEATHING L_J F-� (2)2x SOLE PLATE MASONRY VENEER MAY r—_ I OCCUR, SEE ARCH. 11—� I � TOP/GVPCRETE IL 1 1r_r IN WALL TRUSS WITH _ L VERTICALS AT 24" O.C. I VERTICALS AT 24' 10 C. L _ PROVIDE 2x6 TOP AND F- PROVIDE 2x6 TOP AND BOTTOM CHORDS PRE-ENGINEERED _ BOTTOM CHORDS yl WOOD TRUSS. _4 IF - (2) LAVERS OF 10d r-, 2 2x TOP PLATE (2) 2x TOP PLATE NAILS (4 TOTAL), TYP. _ t L _ J( )__________j-JI 2x6 BLOCKING@2'-0"O.C. '%'F--1 I SHEATHING I _ Ir 1-4 CONT. 2x4FACADEOREFISV FRAMINGINSIMPSON C. CEILING L_JVENEERH. EFIS FRAMING IN SIGREAT HANGERS D'HEN I _ISEE ARCH. LENGTH'X'IS GREATER THAN 2'-0' IIHEADER SEE PLANSIr i --I SECTION SCALE : 1' = 1'-0' GALV. L LINTEL SEE SCHEDULE ON S2-001 EXTERIOR FACE OF LOAD BEARING WALL STUDS(TYP.) 3/4' GYP-CRETE (TYP.) DOUBLE UP WALL STUDS AT BALCONY WALLS APA RATED SHEATHING TOP/GVPCRETE FINISH FLOOR IIII �_ 2x12 FLOOR JOISTS M — DOUBLE UP WALL STUDS AT BALCONY WALLS -------------------------------- DOUBLE UP WALL STUDS AT BALCONY WALLS \,/ WOOLG EUT ANCHITECTU IENDINEMINomDEOVATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D C B W E cam _0 E U � J•� ��VVVAIIJJJ111 y U c OIf � L C > C O W � CV t �o my 203 00 L = N N Lo �E U m So .Issuances: DESM"M Prom. No.: 074904 Date: 05/01/19 VVVVVVVV A Sheet Name: WOOD FRAMING DETAILS S2=504 1 1 2 3 C1 5 r W W HOLDOWN POST SIMPSON HOLDOWN AND BOUNDARY MEMBER ABOVE ADDITIONAL 2z FRAMING AND BELOW FLOOR PER AND SHEATHING TO BUILD ELEVATIONS OUT CORNER TO FACE OF WALL, TYP. SILL PLATE WOOD FLOOR TRUSS PER PLAN FLOOR ELEVATION 2z BLOCKING TO MATCH WITH THE NUMBER OF STUDSABOVE TRUSS; DESIGN TRUSS BEARING ` DOUBLE TOP PLATE END FOR COMPRESSION TO MATCH TENSION CAPACITY OF HOLDOWN SIMPSON HOLDOWN ABOVE AND BELOW FLOOR PER WALL ELEVATIONS (4)STUDS — SIM. CONDITION NOTE: SEE SHEAR WALL SCHEDULE FOR SCREWED HOLDOWN LOCATIONS SECTION SCALE : 1"- P-0" FACADE. SEE ARCH DRAWINGS. SHEARWALL.REF PLANS AND ELEVATIONS GRADE. SEE CIVIL DRAWINGS. 06 o; c j 8" CMU WALL GROUT SOLID BELOW GRADE N WITH #4 VERT AT 24" OC m WITH 6" EMBED IN :o PODIUM SLAB BELOW. 00 rn a m Pcof E C U o SHEAR WALL HOLD Q d DOWNS. SEE SHEAR WALL ELEVATIONS I RELEASED FOR CONSTRUCTION kTKe Subject to compliance with all regulations _ at State and meal Codes City of Carmel 0 DATE: 10/31/19 PANEL EDGE NAILING GYP-CRETE FLOORING FLOOR SHEATHING PER PLAN WOOD FLOOR TRUSS PER PLAN PODIUM SLAB ANCHOR BOLT PER SHEAR WALL ELEVATIONS .b]IS�1rPL`�I�b71 ADDITIONAL 2z FRAMING AND SHEATHING TO BUILD OUT CORNER TO FACE OF WALL, TYP. SIMPSON HOLDOWN FLOOR TO FLOOR TIE; SAME MODEL ABOVE AND BELOW W/ ANCHOR ROD BETWEEN SILL PLATE DOUBLE TOP PLATE THROUGH BOLT SHEAR CONNECTIONS PER ELEVATION M 2z WALL STUD FRAMING; ALIGN FLOOR TO FLOOR HOLDOWN POST ALIGN INSIDE FACE OF HOLDOWN POSTS FLOOR TO FLOOR NOTE: SEE SHEAR WALL SCHEDULE FOR BOLTED HOLDDOWN LOCATIONS. SECTION crel r V _ 11-n" HOLDOWN POST FLOOR ELEVATION SIMPSON HOLDOWN AND BOUNDARY MEMBER ABOVE AND BELOW FLOOR PER ELEVATIONS SILL PLATE DOUBLETOPF HOLDOWN POST SIMPSON HOU AND BELOW FI ELEVATIONS SIM. CONDITION SECTION SCALE : 1"- P-0" ATE OWN ABOVE DOR PER WALL NOTE: SEE SHEAR WALL SCHEDULE FOR SCREWED HOLDOWN LOCATIONS \AI W QL �i3�E T R RCNIT EO MR E IENOI N EERI NOj 0E05 PAIR AL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D E CRomm n_0 W n� _ W E U � C J '- J W U E U) o O c I � N � /� U O C ola .am c C � � U C) m `m B �U Q Issuances: Re• I oEscRIKM DAM 0 Issued For Building 2 Review 10/05118 1 Issued For Building Permit 05/01/19 Prom. No.: 074904 Date: 05/01/19 A Sheet Name: WOOD FRAMING DETAILS S2=505 u 3 Ll 5 7 �i f: 1 Od NAILS AT 6" O.0 TOP OF PARAPE REFARCH 2x10 AT TOP OF 2x BLOCKING WITH (2) ROWS OF 10d NAILS AT 6" O.0 EXTERIOR WALL SHEATHINGS FOURTH FLOOR ROOF UPPER ROOF SEE PLAN 2x6 RIBBON BOARD W/ (2) ROWS OF EXTERIOR SHEATHING BOUNDARY FASTENERS, TOP AND BOTTOM OF TRUSS EXTERIOR WALL SHEATHINGS BRICK VENEER; REF ARCH STEEL LOOSE L LINTEL; REF SCHEDULE ON SHEET S2-001 TOP OF WINDOW REFARCH SECTION SCNLt : I = I SHEAR WALL SHEATHING; REF. PLAN AND ELEVATIONS (NOTE APPLIED SIDE FOR FASTING BELOW) PANEL EDGE NAILING ROOF SHEATHING PER LAN THIRD LEVEL LOW ROOF SEE PLAN FOURTH FLOOR SEE PLAN ---—------ 2x6 BLOCKING AT TOP AND BOTTOM CHORDS PRE-ENGINEERED ROOF TRUSS PER PLAN 2x8 RIBBON BOARD W/ (3) 12d NAILS TO SOLE PLATE AND SHEAR PANEL AT 6" O.C. ROOF TRUSS; DESIGN PER SHEAR - TRANSFER EQUAL TO FLOOR SHEAR PANEL REQUIREMENT. NAIL TO 2X BLOCKING W/ (2) 16d NAILS AT 12' O.C. SHEAR WALL SHEATHING — REF. PLAN AND ELEVATION$ SECTION ccAIF 1'=r-n' EXTERIOR WALL SHEATHING BOUNDARY NAILING AT TOP PLATE EXTERIOR WALL SHEATHINGS ROOF SHEATHING BOUNDARY NAILING ROOF SHEATHING PER PLAN PRE-ENGINEERED WOOD ROOF SIMPSON HURRICANE CLIP SIMPSON CLIP FOR OUT OF PLANE SHEAR 2x6 DOUBLE TOP PLATE. REF WALL SCHEDULE BUILT-UP HEADER, REF WALL SCHEDULE WALL FRAMING; SEE PLAN AND ELEVATIONS 2x BLOCKING, FULL LENGTH OF WALL GYPCRETE PER PLAN FLOOR SHEATHING PER PLAN PRE-ENGINEERED WOOD FLOOR TRUSS PER PLANS WALL FRAMING; SEE SCHEDULE RELEASED FOR CONSTRUCTION SPLICE FOR FULL VALUES Subject to compliance with all regulations of State and local Codes ;E DISTANCE FROM TOP PLATE SPLICE City of Camel ',"1E, DATE: 10/31/19 NOTE: ROOF TRUSS FABRICATOR SHALL PROVIDE A CLEAR 3'-O" WIDE SPACE DOWN THE ENTIRE LENGTH OF THE CORRIDOR ROOF TRUSSES AS SHOWN IN DETAIL BELOW FOR MECHANICAL PIPING AND DUCTWORK AS REQUIROOF ED ES OF AS REQUIRED S TOP OF BEARING WALLS PANEL EDGE NAILING, TYP. ROOF SHEATHING SEE DESIGN NOTES PRE-ENGINEERED WOOD L 2x10 BLOCKING BETWEEN ROOF TRUSS PER PLAN 2x FRAMING PER PLAN EACH ROOF TRUSS (TYP.) ROOF SEE PLAN \ CLEAR / -IF-/n / \ n PANEL EDGE FASTENERS, TYP. \ ROOF TRUSSES WALL FRAMING; SEE 2x LEDGER SCHEDULE SHEAR WALL SHEATHING CORRIDOR SEE SCHEDULE SECTION ALL (5) DETAILS "C4, C7, Al, A4 & AT' ARE FLAT, BUT ARE SHOWN SCHEMATICALLY AS SLOPED AND ARE INTENDED ONLY TO SHOW THE CONNECTIONS OF THE ROOF TRUSS T THE STRUCTURE FOR WIND UPLIFT RESISTANCE. REFER T THE ROOF TRUSS SUPPLIER'S DRAWINGS FOR THE EXACT GEOMETRY OF THE ROOF TRUSSES SDWC15600 NOTE: REFERENCE DETAIL C7/S2-601 FOR INSTALLATION ANGLE LIMIT. TRUSS/RAFTER OFFSET FROM STUD NTS INSTALL Lbx5x3, ATTACH TO EAC WITH (4) 1/4" DIA DRIVE SCREWS. PER PLAN ----- SECTION SCALE : V = 1'-0" SEE DETAIL El / S2-601 FOR ADDITIONAL INFORMATION RAFTER TO TOP PLATE SHOWN I I (TRUSS TO TOP PLATE SIMILAR) ITT II M"I IN II HATCHE SDWC IN DO NOT D AREA AREA OVERHANG 13140 MAX. 3712MIN. INSTALLATION RANGE NTS ¢1b° 4-a4° I. DOUBLE SDWC INSTALL = CONFIGURATION A NTS SDWC15600 NOTE: SLOPED -ROOF RAFTERS MAY BE SLOPED UP TO AND INCLUDING A 12:12 PITCH AND MUST BE "BIRDSMOUTH" CUT. SECTION `yoI NTS BOTH SCREWS INSTALLED+/-5° ZLO FRAMING AT 16" O.C. AT WALL EXTENSIONS ROOF TRUSSES AS REQUIRED PER PLAN DOUBLE SDWC INSTALL = CONFIGURATION B NIS 74,E WOOLG ERT MCNITECTNE IENOINEEIINOjOEOWATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E Ito �C3 A� E 0^ a) `^'> W U � _J __J �AA K U CL O If a 0 L c Q) o cam Q CV € W m my CD � U � o m C V O C L — N N �E U m = U Dlssuances: Prom. No.: 074904 Date: 05/01/19 A Sheet Name: ROOF FRAMING SECTIONS S2=601 R 1 2 1 3 4 5 ABBREVIATIONS REFERENCE SYMBOLS SYMBOLS F P DRAWING TITLE DRAWING REFERENCE NUMBER & AND FD FLOOR DRAIN PL PLATE L ANGLE FDTN FOUNDATION PLAM PLASTIC LAMINATE @ AT FH FLATHEAD PLAS PLASTER n DRAWING NAME DRAWINGTITLE (11 CENTERLINE FIN FINISH PLYWD PLYWOOD 0 DIAMETER FLCV FLASH COVE PORC PORCELAIN C CHANNEL FLR FLOOR PSF POUNDS PER SQUARE FOOT FLUOR FLUORESCENT PSI POUNDS PER SQUARE INCH SCALE OF DRAWING A FPL FIREPLACE PT PAINT F.PRG FIREPROOFING PTN PARTITION ACOUS ACOUSTICAL FIR FRAME PVC POLYVINYL CHLORIDE ACPL ACOUS. PLASTER FT FIRE TREATED EXTERIOR ELEVATIONS ACT ACOUSTICAL TILE CEILING FTG FOOTING O ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR G QT OUARRV TILE 1 DRAWING REFERENCE NUMBER I DRAWING SHEET NUMBER APO ABOVE FINISHED GRADE AHR ANCHOR G GROUND A.]01 ALT ALTERNATE GA GAUGE R ALUM ALUMINUM GALV GALVANIZED APPROX APPROXIMATELY GC GENERAL CONTRACTOR R RADIUS ATTEN ATTENUATION GEN GENERAL R RISERS GFI GROUND FAULT INTERRUPT RBR RUBBER BUILDING I DETAIL SECTION GI GALVANIZED IRON RD ROOF DRAIN B GL GLASS REC RECESSED �1 11 DRAWING REFERENCE NUMBER GL BLK GLASS BLOCK REF REFERENCE A.40 A401 DRAWING SHEET NUMBER BD BOARD GT GLAZED TILE REINF REINFORCED BLDG BUILDING GT GROUT REOD REQUIRED BLK BLOCK GYP GYPSUM RES RESISTANT SM BEAM GYP BD GYPSUM BOARDL RESIL RESILIENT ENDOFSECTION BOT BOTTOM GYP PLAS GYPSUM PLASTER RET RETAINING BUILDING WALL BRG BEARING RM ROOM SECTION SECTION BRK BRICK RO ROUGH OPENING BSMT BASEMENT N RP RUBBER PADS BUD BOLLARD HB HOSE BIB ENLARGED DETAIL DRAWING REFSHEET NCE HC HOLLOW CORE C HD HEAD S HOW HARDWARE A.401 NUMBER DRAWING SHEET NUMBER CAB CABINET S SOUTH CB CATCH BASIN HDWD HARDWOOD SCHED SCHEDULE _� CEM CEMENT HIM HOLLOW METAL SCW SOLID CORE WOOD CEM PL4$ CEMENT PLASTER HNDRL HANDRAIL SECT SECTION CER CERAMIC HORS HORIZONTAL BHT SHEET CG CORNER GUARD HT HEIGHT $IM SIMILAR CJ CONTROL JOINT BUNT SEALER CLG CEILING I SPEC SPECIFICATION CM CERAMIC MOSAIC SQ SQUARE CMU CONCRETE MASONRY UNIT ID INSIDE DIAMETER INTERIOR ELEVATIONS SST STAINLESS STEEL 1 IN INCH CO CLEAN OUT STD STANDARD COL COLUMN INSUL INSULATION STL STEEL DRAWING REFERENCE NUMBER CONC CONCRETE INT INTERIOR STUC STUCCO INV INVERT 4 A401 2 CONSTR CONSTRUCTION STRUCT STRUCTURAL DRAWING SHEET NUMBER CR COLD ROLLED SUSP SUSPENDED CPT CARPET J SV SHEET VINYL 3 CONT CONTINUOUS JAN JANITOR CT CERAMICTILE T JT JOINT J-BOX JUNCTION BOX D T TREADS T&B TOP AND BOTTOM DBL DOUBLE K T&G TONGUE AND GROOVE DIET DETAIL TEL TELEPHONE CIA DIAMETER KIT KITCHEN TER TERRAZZO DIAG DIAGONAL KPL KICKPLATE TOC TOP OF CONCRETE DIM DIMENSION TOM TOP OF MASONRY DISP DISPENSER L TOS TOP OF STEEL DN DOWN TOW TOP OF WALL DR DOOR LAM LAMINATE THRU THROUGH DS DOWNSPOUT LAV LAVATORY TYP TYPICAL DIN DRYWALL LINO LINOLEUM TE TROWELED EPDXY DING G DRAWING LTWT LIGHTWEIGHT DRAWING SYMBOLS VR LOUVER U E M UR URINAL E EAST EA EACH MACH MACHINE COLUMN CENTER LINES MISCELLANEOUS SYMBOLS EJ EXPANSION JOINT MAX MAXIMUM V _ EL ELEVATION MECH MECHANICAL A ELEC ELECTRICAL MFR MANUFACTURER VCP VITRIFIED CLAY PIPE F.D. FLOOR DRAIN ENAM ENAMEL MH MANHOLE VCT VINYL COMPOSITION TILE EPT EPDXY PAINT MIN MINIMUM VERT VERTICAL 1 R.D. ROOF DRAIN EQ EQUAL MR MARBLE VO VINYL (BY OWNER) EQUIP EQUIPMENT MO MASONRVOPENING VT VINYL TILE CHANGE IN ELEVATION EW EACH WAY MTL METAL VWC VINYL WALL COVERING EWC ELECTRIC WATER COOLER MULL MULLION ROOM SYMBOL GRAPHIC SYMBOLS EXIST EXISTING W EXP EXPANSION N W WEST STORAGE ROOM NAME `\, WORK POINT EXP EXPOSED STRUCTURE j L DATUM POINT N NORTH W/ WITH 101 ROOM NUMBER EXi EXTERIOR NIC NOT IN CONTRACT WC WATER CLOSET NOM NOMINAL WD WOOD DOOR SYMBOL REVISIONICHANGE MATCH LINE NTS NOT TO SCALE WF WIDE FLANGE WDP WOOD PANELING t_101..1 SHADED PORTION IS WIRES WATER-RESISTANT THE SIDE CONSIDERED O WP WATERPROOF OC ON CENTER WWF WELDED WIRE FABRIC OPENING SYMBOL KEY NOTE WALLTYPE OH OVERHEAD OD OUTSIDE DIAMETER OPNG OPENING OPP OPPOSITE DOOR HARDWARE SYMBOL Z Ui RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel �PAG1 DATE: 10/31/19 6 7 1 8 MATERIAL SYMBOLS �d;ii:IS:•];]:1 COMPAEARTH OR FILL CT _., �o,�p�oe0,. R GRANULAR ROCK CONCRETE CONCRETE GHT I CONCRETE MORTAR MASONRY C.M.U. FACE BRICK STONE CASTSTONE METAL ® METAL L T I METAL @ LARGE SCALE S SMALL SCALE WOOD FINISH ROUGH BLOCKING PLYWOOD GLASS ® SMALL SCALE ® LARGE SCALE GLASS BLOCK INSULATION LOOSE OR RIGID -- SPRAY FOAM GATT FINISHES ®ACOUSTICAL BOARD GYPSUM LATH AND TILEPLASTER CARPET ELEVATION INDICATIONS GLASS CONCRETE SIDING II�Iwa��IwaRi s SHINGLES DOOR CONVENTIONS EXIST. DOOR TO REMAIN EXIST. DOOR TO BE REMOVED NEW SINGLE DOOR NEW PAIR OF DOORS —+� — =::::::: k �4 DOUBLE ACTING DOOR DOOR WITH EMERGENCY RELEASE HARDWARE BI-FOLD DOOR DOOR WITH 180 DEGREE SWING POCKET DOOR ACCORDIAN FOLDING DOOR h; WOULPEPT R REM TEGI UR Ej_NG I NEER I NGj LEER PAnM 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 5 E D E cam _0 E U C J '- C� ^ rV C V / c K 0 0 c t� CUM � N C cD U tv W C om co C o c U 00 �� B -U Issuances: WI GEGGRI"M Tw, Prom. No.: 074904 Date: 10/05/18 A Sheet Name: ABBREVIATIONS AND SYMBOLS A2=001 t: L— U IY Q C 3 m V O rn v C w E E O a. a` a 1 BOTTOM OF DECK, — REFERTOSTRUCTURAL DRAWINGS STUDS AND INSULATION TO UNDERSIDE OF DECKING ABOVE (BID, BE, 6F, AND 6H ONLY) UNDERSIDE OF HORIZONTAL CEILING ASSEMBLY 2 Xfi WOOD STUDS @16"O.C. 5/8" GYPSUM BOARD OR MOISTURE RESISTANT GYPSUM BOARD AT PLUMBING PARTITIONS — 1/2" RESILIENT CHANNEL @ ALL CORRIDOR WALLS ADJACENT TO RESIDENTIAL UNITS CORRIDOR SIDE BASE PER SCHEDULE FIN. FLOOR � 2 3 4 5 6 7 BOTTOM OF CEILING DECK, REFER TO BOTTOM OF CEILING DRAWINGS BOTTOM OF DECK, BOTTOM OF DECK, DECK, REFER TO REFER TO REFER TO I STRUCTURAL STRUCTURAL / STRUCTURAL DRAWINGS MIN 3/8"THICK STRUCTURAL WOOD DRAWINGS CMU MASONRY STOPS UNDERSIDE OF DECK DRAWINGS DRAFT STOPPING (B (BB ONLY) . .. .. ,.- PANEL ..... UNDERSIDE OF HORIZONTAL CEILING ASSEMBLY STUDS AND INSULATION TO 2 X 4 WOOD STUDS @ 16" O.C. — UNDERSIDE OF CEILING ASSEMBLY (613 AND 6C ONLY) 5/8" GYPSUM BOARD OR — MOISTURE RESISTANT GYPSUM SOUND ATTENUATION BATT BOARD AT PLUMBING PARTITIONS INSULATION (BD, BE, 6F, AND 6H ONLY) 1/4" UNIT SIDE BASE PER E B DOUBLE LAVER OF 5/3 GYPSUM BOARD BOTH FIN. FLOOR SIDES (6F ONLY) PARTITION TYPE 6 6B - 1 LAVER 5/8" GYPSUM BOARD ON FINISHED SIDE TO ASSEMBLY ABOVE, INTERIOR 2X6 WOOD CHASE WALL. 6C— 1 LAVER 518" GYPSUM BOARD TO ASSEMBLY ABOVE, INTERIOR 2X6 WOOD STUD PARTITION, 1 LAVER 5/8" GYPSUM BOARD TO ASSEMBLY ABOVE. 6D — 1 LAVER 518' GYPSUM BOARD TO ASSEMBLY ABOVE, INTERIOR 2X6 WOOD STUD PARTITION WITH SOUND BATTS, 1 LAVER 518' GYPSUM BOARD TO ASSEMBLY ABOVE. 1/2" RESILIENT CHANNEL @ ALL CORRIDOR WALLS ADJACENTTO RESIDENTIAL UNITS. INCLUDE ACOUSTICAL SEALANT AT TOP AND BOTTOM. MINIMUM STC = 50. 6E — 1 LAVER 518" FIRE RATED GYPSUM BOARD TO ASSEMBLY ABOVE, INTERIOR 2X6 WOOD STUD PARTITION WITH SOUND BATTS, 1 LAYER 5/8" FIRE RATED GYPSUM BOARD TO ASSEMBLYABOVE. 1/2" RESILIENT CHANNEL @ ALL CORRIDOR WALLS ADJACENT TO RESIDENTIAL UNITS. INCLUDE FIRE RATED SEALANT AT TOP AND BOTTOM. MINIMUM STC = 50. ILL DESIGN #U301 AND U305. 6F —2 LAVERS 518" FIRE RATED GYPSUM BOARD TO ASSEMBLY ABOVE, INTERIOR 2X6 WOOD STUD PARTITION WITH SOUND BATTS, 2 LAYERS 518" FIRE RATED GYPSUM BOARD TO ASSEMBLYABOVE. 1/2" RESILIENT CHANNEL @ ALL CORRIDOR WALLS ADJACENT TO RESIDENTIAL UNITS. INCLUDE FIRE RATED SEALANT AT TOP AND BOTTOM. MINIMUM STC = 50. ILL DESIGN #U301 AND U305. 6H — 1 LAVER 5/8" FIRE RATED GYPSUM BOARD TO ASSEMBLY ABOVE, INTERIOR 2X6 WOOD STUD PARTITION WITH SOUND BATTS, 1 LAYER OSB ON UNIT SIDE, 1 LAVER 5/8" FIRE RATED GYPSUM BOARD TO ASSEMBLY ABOVE. 1/2" RESILIENT CHANNEL @ ALL CORRIDOR WALLS ADJACENT TO RESIDENTIAL UNITS. INCLUDE FIRE RATED SEALANTATTOPANDBOTTOM. MINIMUMSTC=50. ULDESIGN#U311 TYP. WALL PARTITION TYPES 3/4"APA RATED OSB SUBFLOORING 314" GVPCRETE "ACOUSTIBLOCK" SOUND -PROOFING MEMBRANE, 1/8" MINIMUM WOOD TRUSSES, CHANNELS SEE STRUCTURAL DRAWINGS 518" GYPSUM BOARD SOUND BATT INSULATION STAPLED TO UNDERSIDE OF SUBFLOORING A01 1HR FIRE RATED FLOOR / CEILING ASSEMBLY BETWEEN UNITS fill I saes FI nnPR 9 THPI I A ASSEMBLY TO HAVE MIN. STC RELEASED FOR CONSTRUCTION Subject to compliance with all regulations STUDS AND INSULATION TO UNDERSIDE OF CEILING ASSEMBLY STUDS AND INSULATION TO UNDERSIDE OF ASSEMBLYABOVE SOUND ATTENUATION BATT SOUND ATTENUATION BATT INSULATION (ONE SIDE OF INSULATION (4A, 4D, 4E, AND FRAMING ONLY) 4F ONLY) 4" 5/8" GVPSUN 2" BASE PER Si FIN. FLOOR 4A- 1 LAVER 518" GYPSUM BOARD ON FINISHED SIDE TO ASSEMBLY ABOVE INTERIOR 2X4 WOOD FURRING AND SOUND BATTS, '/z" AIR SPACE. 4B - 1 LAVER SO GYPSUM BOARD ON FINISHED SIDE TO ASSEMBLY ABOVE, INTERIOR 2X4 WOOD CHASE WALL. 4C— 1 LAVER 518" GYPSUM BOARD TO ASSEMBLY ABOVE, INTERIOR 2X4 WOOD STUD PARTITION, 1 LAVER 518" GYPSUM BOARD TO ASSEMBLY ABOVE. 4D —1 LAVER 518" GYPSUM BOARD TO ASSEMBLY ABOVE, INTERIOR 2X4 WOOD STUD PARTITION WITH SOUND BATTS, 1 LAVER 518" GYPSUM BOARD TO ASSEMBLY ABOVE. INCLUDE ACOUSTICAL SEALANT AT TOP AND BOTTOM. MINIMUM STC = 50. 4E — 1 LAVER S/8" FIRE -RATED GYPSUM BOARD TO ASSEMBLY ABOVE, INTERIOR 2X4 WOOD STUD PARTITION WITH SOUND BATTS, 1 LAYER 5/8" FIRE RATED GYPSUM BOARD TO ASSEMBLYABOVE. INCLUDE FIRE RATED SEALANT AT TOP AND BOTTOM. MINIMUM STC = 50. ILL DESIGN #U301 AND U305. 4F —2 LAVERS 5/8" FIRE RATED GYPSUM BOARD TO ASSEMBLY ABOVE, INTERIOR 2X4 WOOD STUD PARTITION WITH SOUND BATTS, 2 LAVERS 5'8" FIRE RATED GYPSUM BOARD TO ASSEMBLYABOVE. INCLUDE FIRE RATED SEALANT AT TOP AND BOTTOM. MINIMUM STC = 50. ILL DESIGN #U301 AND U305. L UNDERSIDE OF HORIZONTAL 1R" CEILING ASSEMBLY BOTTOM OF 5 1/2" 2x TOP PLATE FIRE BLOCKING HORIZONTAL CEILING ASSEMBLY 61/8" 2 Xfi WOOD STUDS @ 16" O.C. STAGGER STUDS AS REQUIRED SO STUDS DO NOT ALIGN BETWEEN WALLS SHEAR WALL SHEATHING TO BE PROVIDED IN OPEN SPACE AS REQUIRED, REFER TO STRUCTURAL DRAWINGS SOLID WOOD OR MINERAL WOOL FIRE BLOCKING PARTITION TYPE 9 9A- 1 LAYER 5/8" FIRE RATED GYPSUM BOARD TO ASSEMBLYABOVE, INTERIOR 2X6 WOOD STUD PARTITION WITH SOUND BATTS, 1 LAVER OSB PER STRUCTURAL DRAWINGS, AIR SPACE, INTERIOR 2X6 WOOD STUD PARTITION WITH SOUND BATTS, 1 LAVER 5/8" FIRE RATED GYPSUM BOARD TO ASSEMBLY ABOVE. INCLUDE FIRE RATED SEALANT AT TOP AND BOTTOM. MINIMUM STC 50. ILL DESIGN #U311. 60 MIL. EPDM FULLY ADHERED ROOFING MEMBRANE OVER 5/8" PROTECTION BOARD OVER MIN. 1/2" THICK POLVISO RIGID INSULATION, MIN. 3/4"APA RATED OSB 3/4" GVPCRETE SUBFLOORING "ACOUSTIB MIN. 3/4" APA RATED ROOF LOCK" SHEATHING SOUND -PROOFING MEMBRANE, 1/8" MINIMUM I L 112"RESILIENT WOOD TRUSSES, WOODTRUSSES, CHANNELS SEE STRUCTURAL SEE STRUCTURAL DRAWINGS DRAWINGS 518" GYPSUM BOARD A02 1HR FIRE RATED FLOOR / CEILING ASSEMBLY BETWEEN A03 1HR FIRE RATED ROOFING ASSEMBLY ILL. P-522) CORRIDORS (ILL L-546) — 112"RESILIENT CHANNELS 5/8" GYPSUM BOARD 3/4" APA RATED OSB SUBFLOORING WOOD TRUSSES, SEE STRUCTURAL DRAWINGS 8" CMU WITH HORIZONTAL MASONRY REINF @ IT ox CORRIDOR SIDE BASE PER SCHEDULE FIN. FLOOR BOTTOM OF HORIZONTAL CEILING I ASSEMBLY — CMU MASONRY 5/8" GYPSUM BOARD OR PENETRATES MOISTURE RESISTANT HORIZONTAL ASSEMBLY GYPSUM BOARD AT (8A ONLY) PLUMBING CORRIDOR OR DWELLING SIDE 2x2 WOOD FURRING @ 16" o.c. SHAFT OPENING SIDE WITH SOUND BATT INSULATION PARTITION TYPE 8 BA — 8" NOMINAL CMU WALL. INCLUDE FIRE RATED SEALANT AT TOP AND BOTTOM. ILL DESIGN #U906. 8B - 8" NOMINAL CMU WALL TO UNDERSIDE OF ASSEMBLY ABOVE. INCLUDE FIRE RATED SEALANT AT TOP AND BOTTOM. ILL DESIGN#U906 E:1 10 1/4" SHAFT OPENING SIDE "MIN. AT 2A ONLY PARTITION TYPE EA 2 1/8" BASE PER SCHEDULE FIN. FLOOR PARTITION TYPE 2 2A-1 LAYER 5/8" GYPSUM BOARD ON FINISHED SIDE TO ASSEMBLYABOVE, INTERIOR 2X2 WOOD FURRING, 'Am AIR SPACE. 2B — 1 LAVER 5/8" GYPSUM BOARD ON FINISHED SIDE TO ASSEMBLY ABOVE, INTERIOR 2X2 WOOD CHASE WALL TIGHT TO CMU. 3-112" LIGHTWEIGHT CONCRETE FINISH FLOOR 34" GVPCRETE 3(4" GVPCRETE 3/4" GVPCRETE 2" METAL DECK LA RATED OSB B LA RATED OSB NDN NG SUBFLOORING N SOUND -PROOFING MEMBRANE, 1ME1/ ME,1 MINIMUM I A A8NG SUBFLOORING AN FLOOR ASSEMBLY AT FIRST FLOOR UNITS AND CORRIDOR. ASSEMBLY TO HAVE MIN. STC RATING OF 50 USE WOOD TRUSSES, x SEE STRCUTURAL DRAWINGS SOUND BATT INSULATION STAPLED TO UNDERSIDE OF SUBFLOORING 5/8" GYPSUM BOARD METALSUPPORT SUSPENDED FROM STRUCTURE ABOVE WITH WIRES WOOD TRUSSES, SEE STRUCTURAL T E 5/8" GYPSUM BOARD METALSUPPORT SUSPENDED FROM STRUCTURE ABOVE WITH WIRES A07 1HR FIRE RATED FLOOR / CEILING ASSEMBLY ABOVE RETAIL SLAB, NORTH END (ILL D-902) Ce1♦ F E D C u 1 HITEGTnnE �N41 NEERIN6j6EWPATIAL 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 E cam nO W n� W E U � J•� J �^1 W U af U) o O ON W C UM O C fi C 5 o C L N N NE U LLJ � U Q Issuances: REV DESCRI M Mrs 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2Permit 05/01/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: ASSEMBLY TYPES of State and Local Codes \ City of+ Carmel CEILING ASSEMBLY TYPES `�111T�W \Ia,IV.911pAAL DATE: ` 10/31/19 ryalielp 1 2 3 0 5 0 7 III fi WOOD FASTENING SCHEDULE - MINIMUM CONNECTION TYPE FASTENER SIZE & QUANTITY COMMENTS TYPICAL DETAIL STUD TO SOLE PLATE (4) 8d OR (2) 16d 8d TOENAIL OR 16d END NAIL A DOUBLE STUDS 16d @ 241, O.C. FACE NAIL B SINGLE OR DOUBLE TOP PLATE TO STUD (END WALL) (2) 16d END NAIL C HEADER TO KING STUD (4) 8d TOE NAIL D HEADER, TWO PIECES 16d @ 161, O.C. EACH EDGE E BUILT-UP BEAMS - SOLID SAWN LUMBER 16d @ 121, O.C. EACH EDGE F TOP PLATES, LAPS AND INTERSECTIONS SEE TYP. LAP SPLICE OF 2x TOP PLATES FACE NAIL COORDINATE WITH DETAIL G BUILT-UP CORNER STUDS 16d @ 24" O.C. FACE NAIL H NOTES ALL NAILS TO BE COMMON NAILS MINIMUM, U.N.O. IN ADDITION TO THE ABOVE CHART, THE MINIMUM NAILING AS SPECIFIED BY THE BUILDING CODE SHALL BE REQUIRED. USE WHICHEVER NAILING REQUIREMENT IS MORE STRICT. - SEE SECTIONS FOR ANY ADDITIONAL FASTENING INFORMATION. DETAIL G TYPICAL FASTENING OFLAP SPLICE FOR 2x TOP PLATES TYP. PARTITION HEAD INSULATION NOTES: SMOKE RATED WALLS- FIRE SAFING INSULATION FIRE RATED WALLS - FIRE SAFING INSULATION SOUND RATED WALLS -ACOUSTICAL BATT INSULATION DOUBLE WOOD STUD TOP PLAT UNDERSIDE OF SHEATHING METAL "J-MOLD" EDGE TRIM SECURE GYP. BD. TO STUDS GYPSUM BOARD AND WOOD STUD PARTITION - SEE PARTITION TYPES FOR SIZES TYPICAL WALL HEAD DETAIL 2x STUD DOUBLE 2x STUD 16d @ 241, O.C. (4) 8d TOENAIL FACE NAIL OR (2) 16d END NAIL SOLE PLATE DETAIL A DETAIL B TYPICAL FASTENING OF TYPICAL FASTENING OF STUD TO SOLE PLATE STUD TO SOLE PLATE KING STUD HEADER OR LINTEL 16d @ 161, O.C. EA. EDGE (4) 8d TOENAIL DETAIL E DETAIL D TYPICAL FASTENING OF HEADER (2) PIECES TYPICAL FASTENING OF STUD TO SOLE PLATE 16d @ 241, 2x BLOCKING @ 24" O.C. a 24" O.C. DETAIL H OCKING 24" O.C. TYPICAL FASTENING OF BUILT-UP CORNER STUDS REFER TO PARTITION TYPES, A.00 GYP. BOARD METAL CORNER BEAD, TYP. POWER DRI FRAMING N/ 16" O.C. TYPICAL WALL CORNER DETAIL 10 SEE PART. TYPE FOR WOOD STUDS CONTINUOUS HEAD RUNNER — SIZE AND ATTENUATION BLANKET BETWEEN WALL INTERSECTIONS THICKNESS Zx SILL PLATE (MOISTURE RESISTANT WHEN IN CONTACT WITH CONCRETE OR IN BATHROOMS) CONTINUOUS BED F OR BD. SMOKE SIDES) SEALANT UNDER GYP. EXPANSION ANCHOR Z REFER TO FIN. FLOOR PARTITION TYPES, (THIS SHEET) RELEASED FOR CONSTRUCTION Subject tocompliance with all mgulatlom PICAL WALL SILL DETAIL of Stale and local Codes 3" —10 City of Carmel DATE: 10/31/19 STUD OR CLIP ANGLES AS REQUIRED FOR CONNECTION POWER DRIVEN 16D FRAMING NAILS @ 16" O.C. TYPICAL WALL INTERSECTION DETAIL ZsUALL : J" = l'-U 1 1/2" 16d @ 161, O.C. 2x TOP PLATES (2) 16d END NAIL - 2x STUD M=AII if TYPICAL FASTENING OF STUD TO SOLE PLATE 16d @ 161, O.C. EA. EDGE 16d @ 12" O.CJ EA. EDGE, EA. FACE DETAIL F TYPICAL FASTENING OF BUILT-UP BEAMS SOLID LUMBER 1 1/2" allss!490 3 PLY BUILT- UP COLUMN 30d @ 8" O.C. TYPICAL FASTENING OF BUILT-UP COLUMNS 4 PLY BUILT- UP COLUMN oil JT. SPACING 30'-0" O.C. MAX. OR MAXIMUM AREA PER GYP. BD. MFR'S GUIDELINES TYPICAL GYPSUM BOARD CONTROL JOINT ZsUALL : J" = l'-U \A/ WOOLPERT AN CHITECTUR E IEN GI NEER ING I OEOSPATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 �y �a L l] n W E (am O a) U � •� —J J W U of U) c K o O c � � m M CV m CD € Q my U Go `o c � W � m c o o� — 0� m = U Q Issuances: Rm DESCRIPTION mac 0 Issued For Building 2 Review 10N5/18 1 Issued For Building 2Per mil 05101/19 Prom. No.: 074904 Date: 10/05/18 Sheet Name: ASSEMBLY DETAILS ryZ1I11Kj 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 R 12'- 8" 12'- 4 1/4" 1V - 6 3/4" 1'- 2 1/8" Ae 231 x1 Ll EE N — o — m N N B2-AS . i J01 �N, 9 t D.3 B 31 EF — D.5 �J D' W ILLIV RM ME E- m 3 � i s � E12- ES IND c, 2-010 ' 2-31 V-21/8" 12'- 8" 29'- 0 7/8" 2 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel DATE: 10/31/19 L_� 124'-7" 1 III -107/8" 24'-01/2"' 11'-11" I Al I 2 31 2 — 2<02 -DN DN — DN _ m I I i nA - - B2-B1 B2-All <b. B2-All 1 I I`,, ffllgl IN fi a wer AA 1 284'-81/4" 1 1 1 1 24'- 6 3(4" 1 V - 6" 12'- 0 1/4" :111- 11 3/4" 12'- 0 1/4" 12'- 0 1/2" 11 12'- 1" D5 41 A6 ADN sEVDN 2J1 � '� �'+ DN a e 81 _. LANDING I E12-61 m m W v ILL IL Llllm� I w .IR28 ❑ oW — Bz-Az ez-A2 E Bz-Az e' �_p N AlA5 o y f' A2-3, - - - 12'-71/8" 13'-43/4" 12'- 3/8" 10'-4" 18'-81/1 10'-4" 0 14'-57/8" 1l'-17/8" 284' - 8 r2� OVERALL FIRST FLOOR PLAN SCALE: 3/32" = 1'i B2-All B2-A1 1'-81/2" 12'-1" T-7" " B'-93/491'-9ll4" 34'-103/8" A3 A6 ¢ 2470 2-31 L ________ ' A4 ' - — —_ HN .31 lo III r RETAIL i TAIR v E ,TCORR,OOR I UP I ECEvnroR I __ -T--- - -- - __ --- --- H -- - 230- El 2-41 DN- _�__ y�81__�___ — 2-31 81 1V RETAIL I _ RESIDENTIAL IIIL _ -- ®-- — — — — — — --- SHELLED SPACE - -- - I IF FJ b 3 NL 402! I T .w TYPE AACCESSIBLE UNIT I32-A2 p ` I- o .A2-311 - - _�_ -_ A3- _T -- _--- 231 26'- 8 1/4" 1 1'- 2" 13'- 6 7/8"I 1'- 9" 21'- 11 1/4" 2'- 7 7/8" 34'-4 ire" 21- 7 7/8" 21'- 11 1/4" 1'- 9l 10 7/8" 1 o Ire" 7 ' 8 8.3 8.5 9 9.91 10.4 11 11.9) ------ ,1------- ITL------ I ------- I ------- It ------- I ------- [--- 1, 3.4 l A c OVERALL PARKING LEVEL FLOOR PLAN A2-301 SCALE: 3/321, = 1'-0" REFER TO SEPARATE DRAWING PACKAGE FOR GARAGE LEVEL (I NORTH I I I OUTLINE OF BUILDING ABOVE —� ! -J-4 -4 -a -ti4 -a -+4J ItAi W O U L P E R T MICNITEUTAMIENDINEERINDmDEDRPRTIaL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D E Q IN �O W\ — W r) FZ U C J IN J cwww�^1 W � IU F= U) o O son �N)''Sl �� Ill W � C O N C 9 i ^ 00 11 fi — a" m B �U Q Issuances: REv DaonwnaN IMTE 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2 Permit 05/01/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: OVERALL PARKING LEVEL AND FIRST FLOOR PLANS A2=101 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 \A/ R DC------------ .)2 (C.3 ar— 0 — (D.)5 — — — !E,/ RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel ',"1 DATE: 10/31/19 2 4 3, 1 2 ; �3� 3.4 �) 4.5 C5� PARTIAL FIRST FLOOR PLAN NORTH .01 SCALE: 3/16" = 1'-0" 09 1 2 NORTH KEY PLAN G F E D C Elm A G`I�i4o7�J�ai� A REM IECI UR E ING I NEER I NGj LEER PAnM 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 W E Own �0 W E U J•� J U E V) 0 0 n N CUM G O C D 0) Una `C Q� E m o .0 C � as E U -U Issuances: MCRI"M Prom. No.: 074904 Date: 10/05/18 Sheet Name: PARTIAL FIRST FLOOR PLAN A2=101 A 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 R 38 �5a/a 1 1'- 11 314" 12'- 0 1/4" 12'- 0111T IiT - 1" I 11'- 8 11T 12'- 1" T - 7" 9 - 7 5/8" l3 3 114" 9 - 8" 1 - 8" 9 - 8" - 2 1/8" 5�r 11 7/8' S'- 1 1 7/8' 6'- 0 1/8' 6'- 0 1/8' 6'- 0 1/4" 6'- 0 1/4" 131- 6 7/8" 5'- 0" 3- 6 118" 61- 0 1/8" 6'- 0 7/8" As -31 I2A — - — --- - - -- - -- - - - I 2 W2 -31 3T-5 5/8" 2-5-501 .�+�� ill 2' D54 SF-3 v 1CCC__ __� _. _ __ __ SF-0 10Q47 NEW D0 �DBO� FC-0 /C.3 Who U2_- 6B Bg g 9A 6E Ij I D54 SI D TIAL RESIDENTIAL .41 101A UNIT UNIT li 6F D55 Doz 107 �Doz; 1 5 4'-7318• STAIR2A 2B 002 �U5� O iU51 �iST2A-1 US U5 .; _._._._ -A7 B2 7 a 2A IBA 8A � T-43/8" BA v CO I � +- - -- Ei - - - --�ELEVATOR _�__ O f D08 y— D08 j j 2-013 U3 002 U3 1,D02 6F 8A D54 D821 .US. D62 U5% o vU31 ,U31 _ 1018 �D 9A OFSK — - 9A �FSK - �1 --- - 6F _�_ 2A_._ -- - - - -- L e - - -- ;yal 3 ;yal 3 1 ' i' - - - - �� - /� 1a'-sva• f D03 D631 " a U3 I o U3 R MP D SF-0 i D0D02 U1 D03(D631 w U3 - - D01 fU3------ ----------------------- IT ____ J ___ -___ ---------------- _J_ _ 4E 4EI IF 4E 4E D54 I I _ 6H DS CORRIDOR z-41.1' m1c 101 6EN 6 I 4E 0 c CUTU01 °�U3 D02 0 � 6) U3� Ui D05 D04 D03% U4 U4 rRO3 U3 w Ug- U6 I � TYPE A ACCESSIBLE UNIT D54 a r l I W RESIDENTIAL 1o1D -----UNIT----------- 1 ,q ---------- -- ------ o o SFS B2_A2 M m I I ° 86- 4 5/8" D58 ,E.vJ - -- _ W2 <W2 -- SF9 __ 1�_ _ SF7 - - - -- W3 W3 W3 W3 I-------- --- -- 011 i - -- -1 III - -- - o ---[4'--7-7/8" - - - - - III - - - III - - - - - -- - -- --III - -- -I--- - -- -III - - -- - - - c1 m 1 - LL I" 5'- 0" 3'- 8 1/8" 5'- 8 7/8" 5-1-5-1/8-0 4'- 7 7/8" 5'- 6" 4'- 3 7/8" 2T - 11 1/8" 9'- 7" 6'- 0" 6'-(r 9'- 7" 6'- 1" 18'- 6" 3'- 4 1/8" 3'- 8 1/8" 5'- 0" - 4 26'-81/4" 1T-2" 14'-53/4" 7 1 8.3 688 5 ! 9 i 9.9 10.4 111 11.91i B1 PARTIAL FIRST FLOOR PLAN RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Calnlel DATE: 10/31/19 SCALE: 3/16" = 1'-0" 1 2 NORTH KEY PLAN WOULPEPT A REM MET UR Ej_NG I NEER I NGj LEER VAnM 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D C elm E cam W W U � J•� J � U � E (� C K 0 O c G (1) € o QD Q� �✓ Ono c o oc 00 l,no U 00 0° -U Issuances: �SCRIRTpX T Prom. No.: 074904 Date: 10/05/18 A Sheet Name: PARTIAL FIRST FLOOR PLAN A2=101 B 1 1 2 1 3 1 4 1 5 1 6 1 7 1 6 1 9 R OVERALL THIRD FLOOR PLAN SCALE: 3/32" = V-0" RELEASED FOR CONSTRUCTION � OVERALL SECOND FLOOR PLAN Subject to compliance with all regulations SCALE: 3/32"=1'-0" of State and Local Codes City of Carmel DATE: 10/31/19 9M.-R 1/d" WO®LPERT ARM TE"LRE IEND I NEERINGj6E04PATILL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E n� W D E cam �0 W\ - W E U C J '- J �^1 W � U o � N o Da C 9 i ^ � O C L fi N N U NE m -0 m f3 � U Q Issuances: RAW oESCRI" I DATE 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2 Permit 05/01/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: OVERALL SECOND AND THIRD FLOOR PLAN F'Z 11Y 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 E c6 x N m 3 m V O rn a C m E C U 0 2 a a. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel DATE: 10/31/19 12'- 8" 12'-4 1/4" 11'- 6 3/4" T - 1 718" 5'- 6 1/4" 3- 7 1/8" 5'- 0" 3- 9 1/8" 6'- 9 718" 4'- 8 718" 6- 3 518" C2 A8 -30 W4 311 W4 RESIDENTIAL UNIT 217 B2-A5 r� DW 9A REF Y O 7REF L�L J RESIDENTIAL UNIT 214 62-A4 D02 �U3) D02 u5 4E6HrU D01 DoII 1I I�� RESIDENTIAL UNIT 215 B2-B1 U3 U4 003 kl L Dw REF N O Ro 6H 5'- 5 1/2" 4'- 2 112" 201 0 — - — - — - 6H D56 D56 CLOSET 6E --- 36'- 5 7/8" 11'- 5 1/2" 12'- 10" 24'- 0 1/2" 11'- 1 1" 24'- 6 3/4" 11'- 6" 12 - 0 1/4" 5'- 10 718" 4'- 6 114" 5'- 0" 5'- 0" 5'- 0" 4'- 6 114" 5'- 11 1/4" 5'- 11 3'4" 3'- 5 718" 5'- 0" 9'-4 3/8" 64- 8 112" '- 0 118" 5'-(r 3'- 5 718" 6'- 0 1/8" 6'- 0 118" A31 W3 W3 � k231� �8J u7 RESIDENTIAL UNIT D02 213 MECH m D91) 203 F D03 U1 I 6E 6F ED i_ - U3 IU3 RIO DESK I us i I D60 p i 02 A7 W4 W4 -3 T - 1 7/8" 5'- 6 1/4" 9'- 11 1/8" 6'- 4" 12'-8" 29'-07/8" B1 , PARTIAL SECOND FLOOR PLAN 2-201/ SCALE: 3116"= 1'-0" 3 6E D02) D55 003 ST28-2 I U4 0 7 LL 6F I' STAIR 2021 RESIDENTIAL L-M Mill---,i g� UNIT y �I 621-A2 9A A D0U39A003 u7RESIDENTIAL UNIT 211 B2-A1 ll"D03 U1 �U 11 (D03 U3D01 �:� D01 U34E4E CORRIDOR 201��4E ---073 U3D02 D04 L UdD02 U5 U6 iD03 9A U4ORESIDENTIAL UNIT O �210 62-A2 u7 Al2-31 W12'- 9 3/4" 3- 9 1/4" 5'- 0" 3'- 9 7/8" 6'- 8 1/8" 6'- 8 1/8" 3'-97/8" 5'-0" 3'- 9 7/8" 4'- 10 1/8" 5'- 5 7/8" 12'-71/8" 13'-41/4" 12-73/4" 10-4" /W2/ wz> <wz Dss ❑ U7 RESIDENTIAL UNIT (D02) US D02 299 US 62-61 002 us D08 U3 U5 D02 D04 9A 1 U6 D03 U4 0 �� U3 ,_______, D02 V I D03 REF � U1 w D01 U3 ru u 0 4E 2-13/4" - 4E 6H or Ir o o m D02 � D04 I US U6 t1112 US RESIDENTIAL UNIT 208 62-A2 U7 D58 D01 J3 U3 D02 o z 1 I I 01 0 0711 W4 IW 1 As A3 31 31 m of m 6'- 6" 6'- 6" 5'- 5 7/8" 4'- 10 1/8" 4'- 3 7/8" 5'- 6" 4'- 7 7/8" 5'- 5 1/8" 5'- 8 7/8" 3'- 8 1/8" 5'- 0" I 18'- 8 1/4" 10 - 4" 14'- 5 3/4" 11'- 2" 1 2 NORTH KEY PLAN WOULPEPT A REM MET UR Ej_NG I NEER I NGj GE09 VAnM 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D E Own _0 - rl1 Q E U C J '- U E (� c 0 O 0 m Q� Q� n € o N v U� `om o C o c L — d a1 m m m B -U Issuances: WI cEGCRI"M Try Prom. No.: 074904 Date: 10/05/18 A Sheet Name: PARTIAL SECOND FLOOR PLAN A2=102A 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 R m x N m ii 3 m V O rn a C m E C U 0 2 a a` v 1l'-6• 12'-o114• 1r- 13/4• 12'-0 114• 12-0112• 12'-r 1l'-8112• 12'-1• T-7• 9'-75/8• 38'-53/8• 6'-81/2" -01/8" 5'-0" 3-57/8" 6'-01/8" 6'-01/8" 5'-117/8" 6-117/8" 6'-01/8" 6'-01/8" 6'-01/4" 6'-01/4" 3'-67/8" 5'-0" 3-61/8" 3-115'8" T-87/8" 3'-61/8" 5'-0" 3'-67/8" T-111/4" 1l'-4" ll'-4" T-101/8" IC6 8> <we> I A6 -31 � I -410 W2 W21 W2 W2 I W6 WS> < WS I I D02 W2 wz w2 us D59 U5 RESIDENTIAL d u7 7ALF[: D61002 UNITU9I3U3[ rc 201T-S"FEC I}. 11 BZ-BZ D59RESIDENTIAL SIDRESIDENTIAL RESIDENTIALUNIT UNUNIT UNIT D02 D02 D02 �2�1U5 _ D55.� ST IR W5 209 207 205 203 'Doz D02� US D02 US U5 i ST2H-2 2B 6F U8 - - B2-B1 002 us �Usj B2-A1 --� Us B2-A7 U5 Doz B2-B7 �D02 �D02� l f p 002 IL m m E4 US O U3 I Y z 84" 8A o - ELEVATOR D C W2� D02 < C U3 US U3 �' D08 D02� � �8 D02 `� I ' � �U3 � �I i _ D02 U3 u6 U5 I D02U5 U3 rn I 8A � ' - D02 U3 W2 OFS/r ll U3 OFSk /l V D02 J �._- -_ - �2 _______ ________ DO3 U4 U3 I �1� i i 9A l�3 i� �i - U3 U4 D03\ " 6H 2A U1 U4 U3 DW �p r �p r 9A DW W1 9A J U4 D03 i i U4 D03 i l -' � — 4E ��% • I i i i' - - - 'i U3 1T-31/4" °J y J9A D02 U U3 02 4E D03 REF i , REF .� D03, U1 U1 ----, / U3 •• •• i 0 D03 u ' Ui D03 •• N •' U3 D01 D03 W2 8 D �`_ D01 U3 U3 0: 1 O U4 U3------ 4E 6F FEC ;' 24"x24" 2 6H o 4E 4E 6H 4E ACCESS - -`U3 - BH 4E 4E PANEL - - 18"A.F.F. 68 CORRIDOR o2 sF �a 6H 6H I 201(D026H 6H 6H SHAFT Do . U3 U52 Us 4E 4E _ _ D02 �—� Dot ua m1 �� wa RESIDENTIAL TIAL U1 o o �� U1 9A - D03; i I (1 0 D03 I � 06. i ii • U31 - l D04 D02 - - _ W2 W2 D02� D64 D02 •U3� ��D02 002 202 m D03 003 N y U6 U6 m 9A w U6. IU6I - -,U4 w U6. U6 - _ `— 62$2 x u4 U4 a boa. w RESIDENTIAL ��°� -I oss gq o UNIT U3 u7 RESIDENTIAL T I a RESIDENTIAL D O -- Dos` t m UNIT UNIT ❑ 204 Doe 208 �� o� 206 J m-- gT 62-A3 us B2-A2 �� z. ozJ ®I B2-A2 �z o�l Doz ws u US - D58' D58 u7 D02 W2 W2 m ITFS-6M W2 U3 A3 W3 W3 W34'737/8• S'- 6" 4'- 7 7/8• 5'- 5 118" S'- 8 7/8• 3'- 8 1/8' 5'- 0' n I50•9 - 5" 5'- 5 118" 4'-77/8' 4'- 3 7/8" 1T - 10 518" 14'- 9 1/2' 8 10'- 100 W6 10'- low W8 151- 8" L 10'- 6• W6 6'- 6 118" 14'-53'4" 11'-2" ¢ 26'-81/4" 1l'-2" 14'-53/4" 87'-01/4" m W I " o: PARTIAL SECOND FLOOR PLAN SCALE: 3/16" = 1'-0" RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel DATE: 10/31/19 1 2 NORTH KEY PLAN WOULPEPT A REMTEGI UR Ej_NG I NEER I NGj LEER PAnAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D E cam _0 1 Q E CU C J J U E V) c !r 0 0 Q) n Q) n € o n N 0) Una `om oo C o c L — d a1 U �E B -U Issuances: WI GEGCRI"M T� Prom. No.: 074904 Date: 10/05/18 A Sheet Name: PARTIAL SECOND FLOOR PLAN A2-102B 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 E c6 x N m 3 m V O rn a C m E C U 0 2 a a` r 12-8" 12'-41/4" 11'-6314" 24'-67/8" 11'-11" 24'-0112" 11'-11" 24'-6314" ill 6" 12'-01/4" I 7 - 1 7/8' 5'- 6 1/4" 3'- 7 1/8' 5'- a' 3'- 9 1/8' 6'- 9 7/8' 4'- 8 7/8" 6- 6 1/8" 11'- 3" 6- 9 7/8" 5'- 11 3/4" 5'- 11 114" 4'- 6 1/4" 51- a' 51- 0" 51- a' 4'- 6 1/4" 5'- 11 1/4" 5'- 11 3/4" 3'- 5 7/8" 51- a' 9'- 6 718" 6'- 6' '- 0 1/8' 5'- a' 3'- 5 7/8" 6'- 0 1/8" W4 AB -31 W4 w7 02 -30 W7 Al 2-31 W3 W3 W3 W3 N2 A6 -31 W2 <W1 �2 w2 WS I � e � ooz us D0z U3 n W9 D02 RESIDENTIAL r - u5 - UNIT 3-A "vl 2 am us NF D02 M� 1t <M� 4 02D _ — 30 a U31 D03j U4 DW N Ui Ly A8 .� D01� 3 31 4 1 4E F .. O 6E n 0 6 m ..I F 4E REF -------, 4E . \ U1 W4- - D03 � l a U3 RESIDENTIAL UNIT ooz, m 314 — B2-A4 u • D02 DESK US RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel DATE: 10/31/19 U3� (D02 A 1 W4 6'- 11 112" 5'- 8 1/2" 9 - 11 1/8• 1z-8• PARTIAL THIRD FLOOR PLAN SCALE: 3/16" = 1'-0" RESIDENTIAL UNIT 315 �(u5) D02 B2-B1 0 t� D5e • U7 U7, U7 RESIDENTIAL RESIDENTIAL RESIDENTIAL UNIT _ UNIT UNIT ' D02) 39u 311 ooe 313 z 002 US oUU5 D� �B2-A1 DB2-Al -. B2-B1 poi us/ D02 1y81 4 11 Lll II FlIlliT REF D03 U1 .� .. ON .. 'U3 D01Tr 1 4E 4E 5 6H s'-svz^ a' -zvr o �1) 6E 6H 6H �D56 CLOSEte DSG6E of � 371 � 6E o P1 ECH � o � I o0a U1 II�� 6E 303 FEC U3 - D02 6E I D03) U4 C� D55 6F ST2&3 j w 6F STAIR sF 302 I- RESIDENTIAL UNIT 0 u5 J 'z 312 D02` B2-A2 D7 DS8 I I Wz <wz I 2El i U5' DESK OFSk Doi ua< u4J Doa IL�L�_�<I o U3 U D02 U3 D02� �, L� II ILJ �D02 ---- 1 D03�� REF 2 �; ❑� ❑� �� Doa Dot ua' h L o .. D01 DO1 U3 4E 4E 4E 4E 6H 6H 4E 6H CORRIDOR f 3 11 6H O 01 0 I I 0031 U1 A(n-ng) U3U3l D02 _____D04 MMEMEJ rom D02 a-- D03 h U4 0 ❑ rc RESIDENTIAL UNIT 0 0� 310 Z At B2 A2 2.31 fi 4• W4 D413._ 9 1/4' fi'- 8 1/8" 12 - 9 3/4' �3'- 9 7/8'� 4'�10 1/8" 5'- 5 7/8" 29 - 0 7/8• 12'- 7 1/8• 13'- 4 114• 12 - 73/4• is - 4" W1 W1 6'-6" 6'-fi• 2'1 10 118" 18'- 8 1/4" I I 1D02 I D02 US JO D D02) I J3 US D02 I U3 pFsk 4FFC U3 D02,D03 U3 4E 4E I 6H 6H I 4E r� rill)D03 O Flo U6 U6 U5 s 4 I m. iw ❑ F77 RESIDENTIAL . UNIT 308 T� o LJ A6 U7 I 2> <W2> W3 W3 I A3 m -31 0 I 5'- 5 7/8• 4'- 10 1/8• 4'- 3 7/8• 5'- fi• 4'- 7 7/8• 51- 5 1/8• 6- 8 7/8• T - 8 1/8• 5'-(r m I LL K 1a-a• 1a'-sya• 1r-2• 1 2 NORTH KEY PLAN WOULPERT ARCNnECIUREj_NGINEERINGIGE09PAnM 7635 Interactive Way Suite 100 O Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D E cam W 1 Q E U D C J .ENNEN J U E V) c K 0p W Q Q) n € o n N 0) U� `om 0o o c E — 6 a, B -U Issuances: W I CEacRI"M T� Prom. No.: 074904 Date: 10/05/18 A Sheet Name: PARTIAL THIRD FLOOR PLAN A2=103A 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 R m x N m 3 m V O rn a C m E C U m 0 a a` D59 u7 RESIDENT I UNIT 39 B2-B7 I O 1 T - 6" 12'- 0 1/4" 1T - 11 3/4" 12'- 0 1/4" 12'- 0 1/2" 12'- 1" 1 T - 8 112" 12'- 1" T - 7' 9 - 7 5/8" 6'- 6' '- Oil S'- 0' 3'- 5 7/8- 6'- 0 11T 6'- 0 1/8' 5'- 11 71T 5'- 11 718- 6'- 0 11T 6'- 0 1/8' 6'- 0 1/4' 6'- 0 1/4' 3'- 6 718" S'- 0' 3'- 6 1/8" 3'- 11 5'8" T - 8 7/8- 3'- 6 118" 5'- 0' 3'- 6 ]/8' C6 I C6 .30 A6 41 I 2410 A6 -31 I W - 4 518" 7-101/2- 1T-4- 8 11'-4- W 8 T-1011T A W2 W �❑ F-5a01 I 5T2A-3 2B I ® �t- �- J 2 W2� W<W2) S W5 W2 U5 RESIDENTIAL UNITwl u7 �] U3) Us T_5. 03 301 Bpi L SIDENTIAL RESIDENTIAL RESIDENTIAL FECBZBZ UNIT UNIT DOSLi D0U6 za o UNIT WAIR D307 305 303 ID5 us D0U5 US2 B2-A1 us B2-A1 u5oozy B21-B1�1 J-5 i� DU579 W6 <�mm N klft=--- - — P02 r --- — — — — o X �D0371 li O )1 O ® �D03 0 E413 8 8A �D� W U6 C D02 ,y 1D�8) W 2 O ICJ O D02 D02 / < �B O " li 008 -- '� li . �� U3 Tow —__D U6 6' 02 IU3 U5 U3 U6� • D02 C5) BA O D04 U3 W8 D02 \M OFSK I / l%\M. 9A �...� OFSK 002 �U6 .—. _.—. L.. D03'.., U3 D02__- D03 54 �I 9A /' / 3 r J_ Uq)(DO3 / )U4).003 vwc --- fl r U3 0 r 1.13 U1 DO3�°E r DOP D02 REF r (MI))D3) .. .. — — — 3 W1 D03) w 1 - �. D01 rc FEC 4E 4E 6H 4E I� 6H FR 0 T 6H 6H I C U4I (U4) Q 01 1 �1 .D03 r S qE — i sA L _ ¶ _______. U3 � F m ? r " D02 U _ o -_ --' 6H w 3 4E D01 REF " D03 U1 U U1 U=4) — - & U3 01 OF D03 D02 W8 rc 4E U3 � ' Al 4E 24"X24" ACCESS DO: ------- 3 6H PANEL -- U3 - BH yg0 m 18"AF.F. li CORRIDOR 3oz 6a O 6F OF D W D02 D02 C3 _-_� 301 O -501 < sH SHAFT u3) U6 -_-_-_-_- 6F I w DD2 9- 3 7/8' 4E O ' 001 ---- RESIDENTIAL �_ - ___ lP'J Dog IJ IJ �. D03 �� ' STAIR o D03 4E------- - u8 UNIT --- 4 OrOU� / D02 --- I --- �2 \ I O _ gq ---- D0z U LL/ U3 O -- IJ O U3 U31 V U --- 366 0 U3 U1 0 - DOS o m Doa Doz — �ooz� Doa m �ooz� �Doa) o �� 302 m UB US w D03 003, w U5 UBI I W3 w IU51CUB)_ r. U4 gq�J B2-B2 O RESIDENTIAL sA U7 ZZ 3 UNIT UNIT --- m UNIT 304 Doe oa) m RESIDENTIAL T1 Iz RESIDENTIAL ® m 308 �� 3� 306 ilia°ii I - 30� (U5) m o B2-A2 o IN Z Z D02) 6 B2-A2 I, ', of BZ-A2 us: _ `- u I - O " , UJ� L� - uil' J �D58) 2581 I', u7 002 0� W2' — —�< `----- - v 1 7 D59 U3 W3 <W3W3) W3 r3�81/8" ______------Ei W8 W6 W8 <W8 WB Ai 2-410 241 4'- 3 7/8" F-6" 4'- 7 7/8" 5'- 5 118" 5'- 8 718" T- 81/8" 5'- 0' m 9'-4" 5'-0" 6- 8 7/8" 5'- 5 1/8" 4'- 7 7/8" F -6" 4'- 3 7/8' 1T - 10 5/8" 14'- 9 112" -31 to,- 10' 101- 10" 15'- 8" 1U - 6" 6'- 6 1/8" 14'-53/4" for -81/4" - 11'-2" 14'-53/4' B1 PARTIAL_THIRD FLOOR PLAN ( NORTH A2-201 SCALE: 3/16" = 1'-0" RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel ',"18 DATE: 10/31/19 1 2 NORTH KEY PLAN WOULPERT R RCMI IECI UR Ej_NG I NEER I NGj GE05'An N 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D E cam _0 — rl1 Q E U D C JMONOMER U E V) c K 00 c Q� € o n N 0) U `om co C o c L — d a1 U �E B -U Issuances: WI oEacRIRRM T� Prom. No.: 074904 Date: 10/05/18 A Sheet Name: PARTIAL THIRD FLOOR PLAN A2-103B 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 ItAi pa K 2 K Q N m c 00 y O rn v C m E 0 .E U 0 � a` a RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and focal Codes City of Cannel DATE: 10/31/19 a OVERALL FOURTH FLOOR PLAN A2-201 SCALE: 3/32"=1'-0" NORTH L F L L1 y QFII w MCHITEULME �NG I NEERIN616EMPATUL 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 W E cam �O W\ W U J•� J �^1 W � U o � i a N Ma Em my � W � `o C m i ^ fi � 0 0 L N N NE U m •- m �U Q Issuances: MEW nESCRI"M Mrs 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2Permit 0501/19 Prom. No.: 074904 Date: 10/05/18 Sheet Name: OVERALL FOURTH FLOOR PLANS F'Z 11Z 1 12 I 3 I 4 I 5 I 6 I 7 I 8 I 9 R m x N m m e 0 rn a C m E C U 0 2 a a` o RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel '"1 DATE: 10/31/19 41 A4 A2-301' s4 PARTIAL FOURTH FLOOR PLAN AY& SCALE: 3116" = 1'-0" NORTH (44 1 2 NORTH KEY PLAN WOULPEPT A REMTEGI UR Ej_NG I NEER I NGj GE09 PAnM 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D E Own _0 - rl1 Q E U C J J (Rwww^, W � U E U) �O0 = N CUM n 0) U� `om oo E .0 c B -U Issuances: WE MCRI"M Prom. No.: 074904 Date: 10/05/18 A Sheet Name: PARTIAL FOURTH FLOOR PLAN A2-104B K 31 n 5 r 7 1 8 1 9 R 2 a. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and focal Codes City of Cannel '"IU i O ® PRIMARY ODRAINS O NEARROOFVVALLLEY (TYP) O 1150 F �y O.R.D. ® O dd ® SECONDARY ROOF DRAINS (TYP) 00 00 ° ® O ° 7 e NOTE: 44 SF PARAPET ATTIC VENTING REQUIRED L O.R.D. O.RO. z O ® O O O o n M m rn ROOF PLAN SCALE: 3/32" = 1'-0" N O ui p a0 JW W 0 O.R.D. °® o O oW rc z 0 O O LL W a 000 > a O O / ® R® O.R.D. NOTE: 22 SF PARAPET ATTIC VENTING REQUIRED L DRAFTSTOPPING 3,000 SF MAX. NOTE: SLIP SHEET MEMBRANE PROTECTION BENEATH MECHANICAL UNITS BETWEEN ROOF MEMBRANE AND SUPPORT PEDESTALS AI WOULPERT 1RERITECTnRE INCINEERINC14EC9PRTILL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F L 111 y E O U � J•� J W � U F m oc W 0 N €O Q ^` my U C 9 O C L N N �U Q Issuances: REv nEseRI"M Mrs 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2 Permit 05/01/19 Prom. No.: 074904 Date: 10/05/18 Sheet Name: ROOF PLAN A2=105 DATE: 10/31/19 1 1 2 1 3 4 1 5 7 ►A 81 F9 R TJ UNIT TYPE'B2-A1', UNIT TYPE'B2-A1', REFERTO REFER TO ENLARGED ENLARGED ELECTRICAL ELECTRICAL RESIDENTIAL PLANS FOR PLANS FOR L UNIT YPE'B2-B 1' ADDITIONAL ADDITIONAL REFERTO UNIT INFORMATION INFORMATION ENLARGED ELECTRICAL -7 105 RESIDENTIAL RESIDENTIAL PLANS FOR UNIT UNIT INTERIOR DESIGN ADDITIONAL OF RETAIL INFORMATION El08 10T SPACE,BY OTHERS 2x4 OVE RB UILD BULKHEAD 24' WIIDE i-�. RESIDENTIAL UNIT TYPE'132-131', REFERTO L UNIT ENLARGED 108 ELECTRICAL PLANS FOR ADDITIONAL INFORMATION CORRIDOR MECN—01 B'-o^ I -I e' - o" 103 UNIT TYPE'B2-A2', UNIT TYPE'B2-A3', L REFERTO RESIDENTIAL L REFER TO RESIDENTIAL ENLARGED ENLARGED STAIR ELECTRICAL UNIT ELECTRICAL UNIT L1021 PLANS FOR 120 PLANS FOR 119 ADDITIONAL ADDITIONAL 11 INFORMATION INFORMATION GYP BD CEILING UNDER LANDING AND STAIR RISERS. UNIT TYPE'B2-A1', UNIT TYPE'B2-A,', REFER TO REFER TO ENLARGED ENLARGED ELECTRICAL ELECTRICAL PLANS FOR PLANS FOR ADDITIONAL ADDITIONAL INFORMATION INFORMATION RESIDENTIAL RESIDENTIAL UNIT UNIT 109 L110 8 0" LUNIT TYPE'B2-A2', UNIT TYPE'B2-A2', REFERTO RESIDENTIAL L REFERTO RESIDENTIAL ENLARGED ENLARGED ELECTRICAL UNIT ELECTRICAL UNIT PLANS FOR L118 PLANS FOR 1 A ADDITIONAL — ADDITIONAL INFORMATION INFORMATION OVERALL FIRST FLOOR REFLECTED CEILING PLAN SCALE: 3/32" = V-0" r , L J L I I I RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes \ City of Cannel (} DATE: ` 10/31/19 OVERALL PARKING LEVEL REFLECTED CEILING PLAN SCALE: 3132" = V-0" MATCH CEILING HEIGHT TO CORRIDOR 101 GYP BD CEILING UNDER LANDING AND STAIR RISERS. FUTURE TENANT n, LRETAIL SPACE TO BE DESIGNED AND COMPLETED —7 BY FUTURE TENANT STAIR 00, .EVATOR DD2 OUTLINE OF BUILDING ABOVE I i W O ®L P E R T MCRITEQUREjiNG I NEERINGIGEOSPITIIL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F L u y wifEENI n� W E r1 ^O \W rl E U � J•� J W � U o a � CV �o E `� my ` 0) U c o c NE d U � m = U Q Issuances: REv oESCRI" I Mrs 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2Permit 05/01/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: OVERALL PARKING LEVEL AND FIRST FLOOR REFLECTED CEILING PLANS A2=111 2 3 i, 5 C 7 N I mi L UNIT TYPE'B2-A5' REFERTO RESIDENTIAL ENLARGED UNIT TVPE'B2-Bi', ELECTRICAL L REFERTO UNIT PLANS FOR ENLARGED ADDITIONAL ELECTRICAL 200 INFORMATION PLANS FOR RESIDENTIAL ADDITIONAL INFORMATION UNIT 205 z03 RESIDENTIAL UNIT STAIR- 20a 20z UNIT TYPE'B2-A4', REFERTO L ENLARGED ELECTRICAL PLANS FOR ADDITIONAL INFORMATION RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Carmel DATE: 10/31/19 D3 OVERALL FOURTH FLOOR REFLECTED CEILING PLAN A2-201 SCALE: 31321, = 111 L UNITTYPE'B2-A1', REFERTO ENLARGED ELECTRICAL PLANS FOR ADDITIONAL INFORMATION RESIDENTIAL UNIT 207 L UNIT TYPE'B2-Ai', REFERTO ENLARGED ELECTRICAL PLANS FOR ADDITIONAL INFORMATION RESIDENTIAL UNIT MS RESIDENTIAL UNIT TYPE'B2-Bi', REFERTO UNIT ENLARGED L 209 ELECTRICAL PLANS FOR ADDITIONAL INFORMATION CORRIDOR GYP BD CEILING UNDER LANDING AND STAIR RISERS. L UNIT TYPE'B2-Bi' REFERTO ENLARGED ELECTRICAL PLANS FOR ADDITIONAL INFORMATION RESIDENTIAL UNIT 409 RESIDENTIAL 419 UNIT UNIT TYPE'B2-A2', E4071 REFERTO ENLARGED L ELECTRICAL PLANS FOR ADDITIONAL INFORMATION NORTH STAIR RESIDENTIAL 404 UNIT 405 UNIT TYPE c REFERTO ELEVATOR ENLARGED L 403 ELECTRICAL PLANS FOR ADDITIONAL INFORMATION RESIDENTIAL UNIT 408 L UNIT TYPE'132-132', REFERTO ENLARGED ELECTRICAL PLANS FOR ADDITIONAL INFORMATION — GYP BD CEILING UNDER LANDING AND STAIR RISERS. ,r 1 STAIR RESIDENTIAL UNIT UNIT TYPE'B2-A1', UNIT TYPE'B2-A1', UNIT TYPE'B2-B1', �� 215 REFERTO REFERTO REFERTO L RGED ELECTRICAL L ELLEENLARGED CTRICAL L ELERGED CTRICAL UNIT TYPE'62-62', PLANS FOR PLANS FOR PLANS FOR REFERTO ADDITIONAL ADDITIONAL ADDITIONALELEVATOR ENLARGED INFORMATION INFORMATION INFORMATION ci� ELECTRICAL RESIDENTIAL RESIDENTIAL RESIDENTIAL PLANS FOR UNIT UNIT UNIT ADDITIONAL 210 211 212 INFORMATION RESIDENTIAL RESIDENTIAL UNITTYPE'B2-AT, RESIDENTIAL RESIDENTIAL LUNITTYPE'B2-A2', UNITTYPE'B2-A3', REFER TO UNITTYPE'B2-A2', REFERTO UNIT L REFERTO UNIT ENLARGED UNIT L REFERTO UNIT ENLARGED - 223 ENLARGED 222 ELECTRICAL 221 ENLARGED 220_ PLANS FOR PLECTRICAL -7 LANS OR PLANS FOR PLECTRICAL -7 LANS OR ADDITIONAL ADDITIONAL ADDITIONAL ADDITIONAL u u INFORMATION INFORMATION INFORMATION INFORMATION GYP BD CEILING UNDER LANDING AND STAIR RISERS. OVERALL SECOND•THIRD FLOOR REFLECTED CEILING PLAN SCALE: 3132" = VI L UNIT TYPE'B2-A2', RESIDENTIAL REFERTO UNIT ENLARGED ELECTRICAL 218 PLANS FOR ADDITIONAL INFORMATION RESIDENTIAL UNIT 217 L UNIT TYPE'B2-B2', REFERTO ENLARGED ELECTRICAL PLANS FOR ADDITIONAL INFORMATION W O ®L P E R T ARCHITECTURE INR6INEERINGj6E04PRTILL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 Iii7 L u Its] E U � J•� J �0 E U) Q O Q % n m 0 U Qlssuances: REv DMMI"M now 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2Permit 05/01/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: OVERALL SECOND - FOURTH FLOOR REFLECTED CEILING PLANS A2=112 06 06 lY S lY N m 0 rn E U N O � i (L 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 E2 NORTH ELEVATION SCALE: 3/321, - 1'-01, -' EM - �1119f III mNl® - ;o1119f _��unilllll�lllllll�;ll,xn��arii��lwa� 'IIWIWIwIIIwIWIWIWIWI�IWI�IWIWIWIWIwlllwl I� ®IY — li� ®eoeeer WNri ■� ®N ®eouer awn ,1��Il• II� 1� �I� � 300 322 c1 EAST ELEVATION :j SCALE'. 3/321, - 1'-01, 302 SF 2 SF-1 302 Al WEST ELEVATION RELEASED FOR CONSTRUCTION P.11 SCALE: 3132" = V-0" Subject to compliance with all regulations of State and Local Codes City of Cannel 1,"10 DATE: 10/31/19 302 301 iiiiiiii E5 SOUTH ELEVATION SCALE 3/321, - 1'-01, .ower Roof Truss I Beanna A�\ 882'- 0 1/4" v 322 Floor 03 � - 872' - 11 7/8" 1 321 Floor 42 FIOO" Floor 01 n 84 F.F. Podium 847' - 4" i1v 9 KEYNOTE LEGEND 300 UNIT MASON BY VENEER, SMOOTH RUNNING BOND 301 UNIT MASON BY VENEER, TEXTURED ASHLAR 302 EXTERIOR INSULATED FINISH SYSTEM, SMOOTH FINI; ON CENTER HORIZONTALLY Iq GENERAL NOTES 1. ALL EXHAUST AND DRYER VENTS SHALL BE ALIGNED BOTH HORIZONTALLY AND VERTICALLY AT INDICATED LOCATIONS. ALL SCUPPERS/OVERFLOW DRAIN OUTLETS SHALL BE ALIGNED TO EXTERIOR VENTS AT INDICATED LOCATIONS. COORDINATE WITH MEP AND OWNER. 2. ALL EXTERIOR LIGHT FIXTURE DIMENSIONS ARE TO THE CENTER OF FIXTURE. COORDINATE WITH MEP. 3. GENERAL CONTRACTOR TO COORDINATE RAILING ANCHORS AND CONNECTIONS WITH MASONRY CONSTRUCTION. ALL CONNECTIONS TO COMPLY WITH RAILING MANUFACTURER'S RECOMMENDATIONS. Lower Roof Truss RR7'Beann 882' -- Ill 1 /4" _ Floor 0 872' - 11 7/8', Floor 02 n 1 Floor 2' F6 2-314 Floor 01 849' - 10" F.F. Podium -50 847 - 4" STR Podium RAR' _ R" It A WO®LPERT •eCH1TECTeeEI91G1NEENINGjGEWAT1a 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E W D E i _0 U C J '— J �^1 W � U Fn Qum (n o � € N 0 p Ia Nt Una W om c 'co c U m S120 o B Qlssuanees: MEN nEacenmoN MTe 0 Issued For Building 2 Review 10/05/18 1 ASI#4 120/18 2 Issued For Building 2 Permit 05/01/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: EXTERIOR ELEVATIONS Fy�&111 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 R LIGHT FIXTURE, TYP. OF (4), REFER — To=CTRICA>_ -\ E2 NORTH ELEVATION SCALE: 3/32" = 1'-0" LIGHT FIXTURE, REFER TO ELECTRICAL LIGHT FIXTURE, REFER TO ELECTRICAL EAST ELEVATION SCALE: 3132" = 1'-0" EXHAUST LOUVER, TYP. OF (6), REFER TO MECHANICAL Tnn III!11a �!!IIIL1!II■1!IIII1!I � I�I!IIIII W To of Wai 904' - 4" V DRYER VENT CAP, TYP. OF (4), REFER TO MECHANICAL EXHAUST LOUVER, TYP. OF (2), REFER TO MECHANICAL Lower Roof Tmss—.—.�-. II- Lower Roof Truss R83,Beann _ _ _ "� r _ _ RR3,Bearin 882'- 0 1/4" Floor 03 872' - 11 7/8 — — — Floor 02 862' - 4" V Floor 01 849' - 10" _ F.F. Podium c� 847' - 4" — — EXHAUST LOUVER, TYP. OF REFER MECHANICAL DR DRYER VENT CAP, DRYER VENT CAP, TYP. OF (3), REFER TYP. OF (3), REFER TO MECHANICAL TO MECHANICAL LIGHT FIXTURE, REFER TO ELECTRICAL WALL HYDRANT, REFER TO PLUMBING OVERFLOW STORM DRAIN COVER, REFER TO PLUMBING OVERFLOW STORM DRAIN COVER, REFER TO PLUMBING SOUTH ELEVATION SCALE: 3/32" = 1'-0" EXHAUST LOUVER, TYP. OF DRYER VENT CAP, (6), REFER TO MECHANICAL TYP. OF (6), REFER TO MECHANICAL - OVERFLOW STORM DRAIN COVER, REFER TO PLUMBING WALL HYDRANT, REFER TO PLUMBING OVERFLOW STORM DRAIN COVER, REFER TO PLUMBING EXHAUST LOUVER, TYP. OF (3), REFER TO MECHANICAL DRYER VENT CAP, TYP. OF (3), REFER TO MECHANICAL L LIGHT F TYP. OF TO ELE( Floor 03 872' - 11 7/8" % Floor 02 862' - 4" F.F. Podium EXHAUST LOUVER, TYP. OF (6), REFER TO MECHANICAL DRYER VENT CAP, TYP. OF (3), REFER TO MECHANICAL _IIIUIIIUIIIUIIIUIIIUIIIUIIIUIIIUIIIUIIINII-_=_________��'��I__________ � - Illlulllulllulllulllulllulllulllllll Illulllu lulllpllnii ,,,,,,,,,,,,,,,„�T��T,T�,T,T,�=„TT,s,�T,�s„„TT,TT,TT,s,�,„„T�„„�T,T,T„�„�„s,,s.__,__ _.—;E•e,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, _: nnn nnn =nnn _� ■ ■ _ ■ ■ ®� s ...... ...... 00 00 - ■ ■ — ■ ■ !� _ _ — = IIINIIINIIINIIINIIIIIIIINIIINIIINIIINII� n n n n on n n on on - ® l;jllllllll1111hlllll IIIIIIIIIII'I — _ —---■■®w®®■�f■®�®�®®®®®��■® ® �! • m I �� "—' IYIIIYIIIn Inllll IIIrIII�IIIIrII�rIIIrIIIYI `® �_� ii on SMOKES on on=ii on ii = ■ ■!■I�gI ■ ■ Il, ■III _INn111 ■ . I■II■I_■I ■ ■ ■■�■�■ I■! nn j j nnn nnn =nnn =■ �■ ■ '■ �■ ■ ■ ■ ■ ■ ■ ■ --------- IBM — �_._— - i f'lllplll111 ; ® 111111pI1J .II ,iii„LIOI IIIIIII1jlllllllll _ I _J . illlElllllllllllllllliiliii e nnn ..■... nnn-�'I■I:■ III III■ ■ ■ ■ ■ ■ ■ ■■ ■■ .... n .. n n _n n n _ �..�Irl _. . . I�IIII_■I_ . .. I■IIII■I_ .. on �� E� �� -��=� IIIII Illillll IIIIIIIII IIIIIIII — _ _ = L� IIII"III — — — — ■..� ■. ■. ■m on n n n = -- _ �.... ........ �_ lIL......11 II . L - IL... - II III !„ l" ve IYllalwl�l. ® —__ on ii 11LIIQI i_�i_il_il_�I_n_�IR�I_n_�IJI_�i_�I_i l_�I_ill_n_�IJI_�I_�I_n_�IR�I_n_�IJI_�I_�I_n_�IR�I_n_�IJI_�I_�I_n_N lLlllil IIII _ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIII — _ __ _ Name Ella --�1�1 - �I�I- w�= _ �■ _�_■ � i��:� ==================':.ice • • .-. ONION RELEASED FOR CDNSTRUCiIpI� WEST ELEVATION SCALE: 3/32" Subject to compliance with all regulations of State and Local Codes City of Carried ',PAG1( DATE: 10/31/19 = ENERAL NOTES 1. ALL EXHAUST AND DRYER VENTS SHALL BE ALIGNED BOTH HORIZONTALLY AND VERTICALLY AT INDICATED LOCATIONS. ALL SCUPPERS/OVERFLOW DRAIN OUTLETS SHALL BE ALIGNED TO EXTERIOR VENTS AT INDICATED LOCATIONS. COORDINATE WITH MEP AND OWNER. 2. ALL EXTERIOR LIGHT FIXTURE DIMENSIONS ARE TO THE CENTER OF FIXTURE. COORDINATE WITH MEP. 3. GENERAL CONTRACTOR TO COORDINATE RAILING ANCHORS AND CONNECTIONS WITH MASONRY CONSTRUCTION. ALL CONNECTIONS TO COMPLY WITH RAILING MANUFACTURER'S RECOMMENDATIONS. LIGHT FIXTURE, TYP. OF (4), REFER TO ELECTRICAL EXHAUSTLOUVER, TYP. OF 3 REFER TO MECHANICAL '.� LIGHT FIXTURE, REFER TO ELECTRICAL Lower Roof Truss AA3'Beann Floor 03 — 872' - Ti 7/8 1, _Floor 02 862' nFloor 01 849' - 10" -11111 It A WO®LPERT •eCNITEUIMEIEN• I NEEm No l 6EWATILL 7635 Interactive Way Suite 100 O Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E M�MEJ A� D E comm _0 — W E U � C J '— J W � U F o � a c s % — N �I� NEh W O 0 CV E my F ^ o C L (i N E (0 7 m - .. m U m c —U 13 Q Issuances: sEv oEscalwnax More 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2Permit 05/01/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: EXTERIOR ELEVATION COORDINATION ry�&*i 1 1 2 1 3 1 a 1 5 1 6 1 7 1 8 1 9 R RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel ',"1 DATE: 10/31/19 c2 BUILDING SECTION R101 SCALE: 3/32" = 1'-0" Truss Bann 0 1/4" Aa BUILDING SECTION P-101 SCALE: 3/32" = 1'-0" c6 BUILDING SECTION AP 102 SCALE: 3132" = 1'-0" Lower Roof Truss RR7'Beann 8821- 0 1/4" Floor 03n J872' - to 7/8" L Floor 02 7!1' 862' - 4" Floor 01 849, - 10" Parkin C 833' - 8" IAi WOULPERT 1RERITMLME I_Ne I NEERINSISEOSPITILL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E W D E cam nO W W E U � C J '— J �^1 W � U E U) o O n n ^^11 N W OF C 9 i ^ � O C L fi N N B m = U Q Issuances: REv DESCRI"M MM 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2Peirnil 05/01/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: BUILDING SECTIONS A2=301 1 1 2 3 4 5 6 7 8 9 R NOTE: RUN INSULATION OVER TOP OF THE PIPING IN THE ROOF TRUSSES ABOVE CEILING NAILABLE BLOCKING AT TOP OF PARAPET EXTERIOR GYPSUM BOARD SHEATHING OR OSB SHEATHING CONTINUE ROOFING UP�\ AND OVER PARAPET60 MIL EPDM \ ADHERED ROOFING MEMBRANE SLOPE N OSB ROOF SHEAT REFER TO STRUC' DRAWINGS BATT INSULATION.. MINIMUM WOOD ROOF TRU1 REFER TO STRUC DRAWINGS 1/25METAL RESILIEI CHANNEL 5/8"-TYPE X GYPSI BOARD 5/8"-TYPE X BOARD SOUND -PROOFING MEMBRANE, 1/8" MINIMUM Am METAL F CHANNEL 5/8"-TYPE X BOARD 5/8'-TYPE X GYPSUM — BOARD SOUND -PROOFING MEMBRANE, 1/8" MINIMUM 3/."-APA RATED OSB SUBFLOORING '/3"-METAL F CHANNEL 5/8"-TYPE X BOARD PRE -FINISHED METAL COPING CAP PRE -MANUFACTURED EIFS CORNICE, TYPE 3 - REFER TO DRAWING A2-504 OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS UL DESIGN #P522 2" DRAINABLE EIFS SYSTEM PER MANUFACTURER 8" H. EIFS LINTEL, REFER TO ELEVATIONS FOR COLOR emmmmm 4" H. EIFS SILL, REFER TO ELEVATIONS FOR COLOR OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS 2" DRAINABLE EIFS SYSTEM PER MANUF'R, REFER TO ELEV. FOR TYPE Floor 0s1 3 n 872' - 11 7/8" WEATHER BARRIER UL DESIGN # L546 8" H. EIFS LINTEL, REFER TO ELEVATIONS FOR COLOR fi . 2-soz 4m H. EIFS SILL, REFER TO ELEVATIONS FOR COLOR WEATHER BARRIER OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS DRAINABLE EIFS SYSTEM PER MANUF'R, REFER TO ELEV. FOR TYPE SWEEP SCREED Floor02 — — — 862' UL DESIGN # L546 DOUBLE 2X6 TOP PLATE BATT INSULATION, R-19 MINIMUM NAILABLE BLOCKING AT TOP OF PARAPET CONTINUE ROOFING UP AND OVER PARAPET ATTIC VENTILATION LOUVER - REFER TO ROOF PLAN FOR REQUIREMENT& SHEATHING OR OSB SHEATHING 60 MIL EPDM FULLY ADHERED ROOFING MEMBRANE OSB ROOF SHEATHING, - REFER TO STRUCTURAL DRAWINGS WOOD ROOF TRUSSES, - REFER TO STRUCTURAL DRAWINGS %"-METAL RESILIENT CHANNEL 5/8'-TYPE X GYPSUM — BOARD 5/8"-TYPE X GYPSUM BOARD SOUND -PROOFING MEMBRANE, 1/8" MINIMUM '/."-APA RATED OSB SUBFLOORING Am METAL RESILIENT CHANNEL 5/8"-TYPE X GYPSUM BOARD 'ACOUSTIBLOCK" SOUND -PROOFING MEMBRANE, 1/8" MINIMUM %* GYPCRETE '/.'-APA RATED OSB SUBFLOORING 'Am -METAL F CHANNEL 5/8"-TYPE X BOARD BATT INSULATION, MINIMUM SLOPE PRE -FINISHED METAL COPING CAP PRE -FINISHED METAI COPING CAP NAILABLE BLOCKING TOP OF PARAPET CONTINUE ROOFING AND OVER PARAPET EXTERIOR GYPSUM E SHEATHING OR OSB PRE -MANUFACTURED EIFS SHEATHING CORNICE - REFER TO 60 MIL EPDM FULLY - DRAWING A2-314 ADHERED ROOFING MEMBRANE BATT INSULATION, R-38 MINIMUM DOUBLE 2X6 TOP PLATE BATT INSULATION, R-19 MINIMUM BARRIER 2X6 TOP PLATE _Floors 42 n 862' - 4" V UL DESIGN #L546 —DOUBLE 2X6 TOP PLATE OSB ROOF SHEATHING, - REFER TO STRUCTURAL DRAWINGS WOOD ROOF TRUSSES, - REFER TO STRUCTURAL DRAWINGS 1/2"-METAL RESILIENT — CHANNEL 518'-TYPE X GYPSUM — BOARD 5/8"-TYPE X GYPSUM BOARD SOUND -PROOFING MEMBRANE, 1/8" MINIMUM 1/2"-METAL RESILIENT CHANNEL 5/8"-TYPE X GYPSUM BOARD 5/8"-TYPE X GYPSUM BOARD '/."-GYPCRETE -ACOUSTIBLOCK" SOUND -PROOFING MEMBRANE, 1/8" MINIMUM WEATHER BARRIER %"-APA RATED OSB _ - SUBFLOORING OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS GALVANIZED METAL BRICK /--METAL RESILIENT TIES AT 16" ON CENTER, CHANNEL VERTICALLYAND HORIZONTALLY BRICK VENEER, REFER TO 5/8'-TYPE GVPSUM� ELEVATIONS FOR COLOR BOARD, BATT INSULATION, 13-19� MINIMUM I I GYPSU 4 BOARD M -60 MASONRY UNIT SILL BATT INSULATION, R-1 '/.'GYPCRETE OSB WALL SHEATHING, MINIMUM REFER TO STRUCTURAL DRAWINGS \' '/."-GYPCRETE �- MASONRY VENEER UNIT %m-GYPCRETE _ 3/."-APA RATED OSB '/.°-APA RATED OSB %m-APA RATED OSB SUBFLOORING _ _ _ Floor 01 Il SUBFLOORING _ _ - - _ _Floor 01 SUBFLOORING 849' - 10" 1 BATT INSULATION, R-19 849' - 101, BATT INSULATION, R-19 MINIMUM MINIMUM 518"-TYPE XGYPSUM 5/8"-TYPE XGYPSUM THROUGH WALL FLASHING 5(8"-TYPE X GYPSUM BOARD THROUGH WALL FLASHING BOARD BOARD MASONRY WEEP VENTS MASONRY WEEP VENTS 2X6 PRESSURE TREAASILL 2X6 PRESSURE TREATED WOOD SILL PLATE AN WOOD SILL PLATE AND SILL SEALER 2X6 PRESSURE TREATED SEALER EXTERIOR CONCRETE, EXTERIOR CONCRETE, WOOD SILL PLATE AND SILL REFER TO CIVIL DRAWINGS REFER TO CIVIL DRAWINGS SEALER 2" CONTINUOUS RIGID F.F. Podium GROUT SOLID F.F. Podium,' CMU FOUNDATION WALL, INSULATION — — 647 —— 64T T REFER TO STRUCTURAL (V SLC 2 602 I fi 2-602 I A4 2-505 NAILABLE BLOCKING AT — TOP OF PARAPET CONTINUE ROOFING UP — Top of Parapet AND OVER PARAPET 88 ATTIC VENTILATION LOUVER - REFER TO ROOF PLAN FOR REQUIREMENTS EXTERIOR GYPSUM BOARD SHEATHING OR OSB SHEATHING 2" DRAINABLE EIFS SYSTEM 60 MIL EPDM FULLY PER MANUF'R, REFER TO ADHERED ROOFING ELEV. FOR TYPE MEMBRANE BATT INSULATION, R-38 MINIMUM OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS UL DESIGN # P522 DOUBLE 2X6 TOP PLATE BATT INSULATION, R-19 MINIMUM 8" H. EIFS LINTEL, REFER TO ELEVATIONS FOR COLOR VINYL WINDOW, AS SCHEDULED 4" H. EIFS SILL, REFER TO ELEVATIONS FOR COLOR —GATT INSULATION, R-19 MINIMUM 2 DRAINABLE EIFS SYSTEM PER MANUF'R, REFER TO ELEV. FOR TYPE Floor 03 872' - 11 718" VI UL DESIGN # L546 DOUBLE 2X6 TOP PLATE 8" H. EIFS LINTEL, REFER TO ELEVATIONS FOR COLOR VINYL WINDOW, AS SCHEDULED SILL FLASHING 4" H. EIFS SILL, REFER TO ELEVATIONS FOR COLOR BATT INSULATION, R-19 MINIMUM Floor 02 862' - 4" V OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS UL DESIGN # L546 npDlfl\Q93:1iw7�9/s\ice 2" DRAINABLE EIFS SYSTEM PER MANUFR, REFER TO ELEV. FOR TYPE WEATHER BARRIER —8" H. EIFS LINTEL, REFER TO ELEVATIONS FOR COLOR —VINYL WINDOW, AS SCHEDULED 4 H. EIFS SILL, REFER TO ELEVATIONS FOR COLOR DRAINAGE PLANE 2" DRAINABLE EIFS SYSTEM PER . FOR TYPE REFER TO ELEV. FOR TYPE MASONRY UNIT SILL GALVANIZED METAL BRICK TIES AT 16" ON CENTER, VERTICALLY AND HORIZONTALLY VT ' Floor 0_ 1 n 849' 10" Vr BRICK VENEER, REFER TO ELEVATIONS FOR COLOR —OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS —THROUGH WALL FLASHING c - 2 CONTINUOUS RIGID °.`_ INSULATION DRAWINGS `. - mmm-STR Podium _ STIR Posdium n _ - e ': STR_ Podium � 8464 -811 EXISTING STRUCTURAL _ SLAB EXISTING STRUCTURAL 2- SLAS P RELEASED FOR CONSTRUCTION Subject to compliance with all regulations WALL SECTION A3 WALL SECTION of State and Local Codes SCALE: 3/4" = 1'-0" A2-101 SCALE: 3/4" = 1'-0" City of Carmel DATE: 10/31/19 4",SOLID CMU, HALF HEIGHT EXISTING STRUCTURAL :. p, SLAB As WALL SECTION P-101 SCALE: 3/4" = V-0" SLOPE OSB ROOF SHEATHING, REFER TO STRUCTURAL DRAWINGS BATT INSULATION, MINIMUM WOOD ROOF TRUSSES, - REFER TO STRUCTURAL DRAWINGS '/:"-METAL RESILIENT CHANNEL 5/8"-TYPE X GYPSUM BOARD 5/8"-TYPE X GYPSUM BOARD %mLGYPCRETE "ACOUSTIBLOCK" SOUND -PROOFING MEMBRANE, 1/8" MINIMUM '/."-APA RATED OSB SUBFLOORING BATT INSULATION, R-19 MINIMUM 1/2"-METAL F CHANNEL 5/F-TYPE X BOARD SOUND -PROOFING MEMBRANE, 1/8" MINIMUM '/."-APA RATED OSB SUBFLOORING — 5/8"-TYPE X GYPSUM BOARD Top of Parapet 888, - 0" PRE -FINISHED METAL COPING CAP n BRICK SOLDIER COURSE -v AS 2-505 TIM UL DESIGN # P522 DOUBLE 2X6 TOP PLATE BATT INSULATION, R-19 MINIMUM - —WEATHER BARRIER —OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS 'PRECUT WOOD STUDS, REFER TO STRUCTURAL DRAWINGS BRICK SOLDIER COURSE Floor 03 AL 872' - 11 7/8" \_W _MINIMUMBATT INSULATION, R-19 UL DESIGN # L546 - DOUBLE 2X6 TOP PLATE BRICK VENEER, REFER TO ELEVATIONS FOR COLOR GALVANIZED METAL BRICK TIES AT 16" ON CENTER, VERTICALLY AND HORIZONTALLY BATT INSULATION, R-19 MINIMUM Floor 02 n — UL DESIGN # L546 DOUBLE 2X6 TOP PLATE BATT INSULATION, R-19 MINIMUM WALL FLASHING UNIT SILL VERTICALLY AND 2X6 PRESSURE TREATED HORIZONTALLY WOOD SILL PLATE AND SILL SEALER Fmmmmmm MASONRY VENEER UNIT SEALANT AT DISIMILAR OSB WALL SHEATHING, MATERIALS REFER TO STRUCTURAL DRAWINGS THROUGH WALL FLASHING 4" POURED CONCRETE SLAB, REFER TO MASONRY WEEP VENTS STRUCTURAL DRAWINGS 8" SOLID CMU, HALF HEIGHT 4" RIGID INSULATION I EXTERIOR CONCRETE, REFER TO CIVIL DRAWINGS _ F.F. Podium OIL. �_w 847' - 4" _ •.Ip'STR Podium l 846' - 8" EXISTING STRUCTURAL `. B6 SLAB - - 2-505 A8 WALL SECTION P-101 SCALE: 3/4" = 1'-0" IAi WOULPERT 1RERITMURE I_ND I NEERINSISEOSPITILL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D _0 U � C J '— J of v c K 0 O c — � N N Wsm c 'C FO L N N U `=€ m . to GU B Lissuances: REV DENCRI" I ONCE 0 Issued For Building 2 Review 10/05/18 1 ASI#4 12/21/18 2 Issued For Building 2Pemil 05'01/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: WALL SECTIONS A2=311 1 1 2 1 3 1 4 I 5 I 6 I 7 I 8 1 s fi INSULATION RUN OVERTOP THE PIPING IN THE ROOF TRUSSES ABOVE CEILING NAILABLE BLOCKING AT TOP OF PARAPET EXTERIOR GYPSUM BOARD SHEATHING OR OSB SHEATHING ATTIC VENTILATION LOUVER - REFER TO ROOF �. PLAN FOR REQUIREMENTS CONTINUE ROOFING UP AND OVER PARAPET 60 MIL EPDM FULLY ADHERED ROOFING MEMBRANE < n . m 61101WA OSB ROOF SHEATHING, - REFER TO STRUCTURAL DRAWINGS BATT INSULATION, R-38- MINIMUM WOOD ROOF TRUSSES, - REFER TO STRUCTURAL DRAWINGS 1W METAL RESILIENT CHANNEL 5/8°-TYPE X GYPSUM BOARD PRE -FINISHED METAL COPING CAP DOUBLE BRICK SOLDIER COURSE DOUBLE 2X6 TOP PLATE GALVANIZED METAL BRICK TIES AT 16" ON CENTER, VERTICALLY AND HORIZONTALLY BRICK VENEER, REFER TO ELEVATIONS FOR COLOR ILL DESIGN #P522 OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS DOUBLE 2X6 TOP PLATE ARCHED DOUBLE BRICK KING COURSE DB 505 a m 2" DRAINABLE EIFS SYSTEM PER MANUF'R, REFERTO ELEV.FORTYPE VINYL WINDOW, AS SCHEDULED NAILABLE BLOCKING TOP OF PARAPET CONTINUE ROOFING AND OVER PARAPET EXTERIOR GYPSUM I SHEATHING OR OSB SHEATHING 60 MIL EPDM FULLY - ADHERED ROOFING MEMBRANE OSB ROOF SHEATHING, - REFER TO STRUCTURAL DRAWINGS BATT INSULATION, R-38- MINIMUM WOOD ROOF TRUSSES, - REFER TO STRUCTURAL DRAWINGS Y°WETAL RESILIENT CHANNEL 5/8°-TYPE X GYPSUM BOARD SLOPE PRE -FINISHED METAL COPING CAP DOUBLE BRICK SOLDIER COURSE EXTERIOR GYPSUM BOARD SHEATHING OR OSB SHEATHING BATT INSULATION, R-19 MINIMUM ILL DESIGN # P522 NAILABLE BLOCKING BRICK VENEER, REFER TO TOP OF PARAPET ELEVATIONS FOR COLOR CONTINUE ROOFING WEATHER BARRIER AND OVER PARAPET DOUBLE 2X6 TOP PLATE EXTERIOR GYPSUM I BRICK SOLDIER COURSE SHEATHING OR OSB SHEATHING THROUGH WALL FLASHING 60 MIL EPDM FULLY - ADHERED ROOFING STEEL ANGLE LINTEL. MEMBRANE REFER TO STRUCTURAL DRAWINGS VINYL WINDOW, AS SCHEDULED A III— BATT INSULATION, R-19 MINIMUM T OSB ROOF SHEATHING, 2.60 SILL FLASHING REFER TO STRUCTURAL 5/80-TYPE X GYPSUM DRAWINGS BOARD 20 DRAINABLE EIFS SYSTEM PER MANUF'R, REFER TO '/.°-GYPCRETE ''/.°-GYPCRETE ELEV. FOR TYPE WOOD ROOF TRUSSES, 2° DRAINABLE EIFS SYSTEM 'ACOUSTIBLOCK° OSB WALL SHEATHING, REFER STRUCTURAL °ACOUSTIBLOCK° �0 PER MANUF'R, REFER TO SOUND -PROOFING REFERTO STRUCTURAL DRAWINGS SOUND -PROOFING \ ELEV. FOR TYPE MEMBRANE, 1/8" MINIMUM _ DRAWINGS _ l7 /lw MEMBRANE, SOUND-PROOFING MINIMUM \ 883' - o r 4� 4" �1 3/V APA RATED OSB SUBFLOORING WEATHER BARRIER '/.`APA RATED OSB ILL DESIGN #L546 CHANNEL RESILIENT `\ _ _FIOOf 04 SUBFLOORING WEATHER BARRIER 883' - 7 3/4" BATT INSULATION, R-1 DOUBLE 2X6 TOP PLATE 538"-TYPE X GYPSUM MINIMUM BOARD ILL DESIGN #L546 BATT INSULATION, R-1 OSB WALL SHEATHING, MINIMUM REFER TO DRAWINGS CHANNEL y^-METAL RESILIENT g CHANNEL 29 DOUBLE 2X6 TOP PLATE I I.60 VINYL WINDOW, AS 5/8°-TYPE X GYPSUM Il SCHEDULED 1/2'-METAL RESILIENT BOARD, `- 5/8"-TYPE X GYPSUM CHANNEL VINYL WINDOW, AS BOARD SCHEDULED 5/8"-TYPE X GYPSUM t '/.°-GYPCRETE BOARD 2 80 °ACOUSTIBLOCK" 5/8"TYPE XGYPSUM SILL FLASHING SOUND -PROOFING BOARD MEMBRANE, 1/8' MINIMUM 5/8°-TYPE X GYPSUM '/. T "-GYPCRETE BATT INSULATION, R-19 BOARD 2.60 'ACOUSTIBLOCK' MINIMUM SOUND -PROOFING 'W APA RATED OSB %'-GYPCRETE MEMBRANE, 1/8" MINIMUM SUBFLOORING WEATHER BARRIER BATT INSULATION, R-19 'ACOUSTIBLOCK° 2' DRAINABLE EIFS SYSTEM 3/4•-qpq RATED OSE MINIMUM SOUND -PROOFING PER MANUF'R, REFER TO Floor 03 MEMBRANE, 1/8" MINIMUM ELEV. FOR TYPE SUBFLOORING_ _ _ _ _ _ _ 872' - 11 7/8 3/.°-APA RATED OSB WEATHER BARRIER OSB WALL SHEATHING, ILL DESIGN # L546 SUBFLOORING REFER TO STRUCTURAL 'W-METAL RESILIENT Floor 03 DRAWINGS CHANNEL 872' - 111 7/1 BATT INSULATION, R-19 ILL DESIGN #L546 MINIMUM 90-TYPE X GYPSUM OSB WALL SHEATHING, REFER STRUCTURAL BOARD BATT INSULATION, R-19 DRAWINGS VINYL WINDOW, AS MINIMUM DOUBLE 2X6 TOP PLATE SCHEDULED ILL DESIGN #L546 2" DRAINABLE EIFS SYSTEM DOUBLE 2X6 TOP PLATE 1/25iv1ETAL RESILIENT PER MANUF'R, REFER TO CHANNEL I' �J 5/8°-TYPE X GYPSUM J BOARD VINYL WINDOW, AS SCHEDULED BRICK ROWLOCK 5/8"-TYPE XGYPSUM 1 BOARD 2-80 BRICK VENEER, REFER TO ELEVATIONS FOR COLOR ILL DESIGN #D902 - BRICK SOLDIER COURSE Floor 02 862' GALVANIZED METAL BRICK TIES AT 16' ON CENTER, BATT INSULATION, R-19 VERTICALLY AND MINIMUM HORIZONTALLY BRICK SOLDIER COURSE WEATHER BARRIER OSB WALL SHEATHING, B2 REFER TO STRUCTURAL 2-505 I DRAWINGS BRICK SOLDIER COURSE BOARD STOREFRONT SYSTEM W/ I THROUGH WALL FLASHING INSULATED GLASS, REFER TO SHEET A2-603 FOR DETAILS — 1 STEEL FRAMING, REFER TO JSTRUCTURAL DRAWINGS I.. Floor 01 849' -101, SEALANTAT DISIMILAR 4° POURED CONCRETE MATERIALS SLAB, REFER TO STRUCTURAL DRAWINGS IW EXPANSION JOINT 4° RIGID INSULATION F.F_Podium 847, - 4" N =.STIR Podium 846' - 8" EXISTING STRUCTURAL - RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and local Codes SECTION City of Carmel I/4" = 1'-0" DATE: 10/31/19 CHANNEL ELEV. FOR TYPE VINYL WINDOW, AS 518°-TYPE X GYPSUM BOARD TYPE XGYPSUM 2-60 - ^ SCHEDULED BOARD BOA 3/.°-GYPCRETE 'ACOUSTIBLOCW SOUND -PROOFING MEMBRANE, 1/8" MINIMUM '/."-APA RATED OSB _ SUBFLOORING BATT INSULATION, R-1 2-602 BRICK ROW LOCK MINIMUM 5/8°-TYPE X GYPSUM BATT INSULATION, R-19 BOARD MINIMUM — — — WEATHER BARRIER Floor02 L ILL DESIGN #0902 4 862' - 4" 'W-METAL RESILIENT CHANNEL BATT INSULATION, R-1 GALVANIZED METAL BRICK 5/8°-TYPE X GYPSUM TIES AT 16" ON CENTER, MINIMUM VERTICALLVAND BOARD HORIZONTALLY BRICK VENEER, REFER TO ELEVATIONS FOR COLOR OSB WALL SHEATHING, REFERTO STRUCTURAL DRAWINGS TYPE X GYPSUM BRICK SOLDIER COURSE BOARD 24 THROUGH WALL FLASHING 2.601 STEEL FRAMING, REFER TO STRUCTURAL DRAWINGS STOREFRONT SYSTEM W/ INSULATED GLASS, REFER �.., TO SHEET A2-603 FOR 5y8'-TYPE X GYPSUM DETAILS BOARD - %/ GYPCRETE '/."-APA RATED OSB SUBFLOORING Floor 01 T 849' - 100" 1" RIGID INSULATION THERMALBREAK 5/8°-TYPE X GYPSUM------,. 4^POURED CONCRETE EXTERIOR CONCRETE, BOARD SLAB, REFER TO STRUCTURAL DRAWINGS REFER TO CIVIL DRAWINGS 2X6 PRESSURE TREATED WOOD SILL PLATE AND SILL SEALER EXISTING STRUCTURAL 2°-CONTINUOUS RIGID 4°-RIGID INSULATION SLAB INSULATION F.F. Podium PRE -FINISHED METAL COPING CAP EXTERIOR GYPSUM BOARD SHEATHING OR OSB SHEATHING 0 SLOPE n 2° DRAINABLE EIFS SYSTEM PER MANUF'R, REFER TO ELEV. FOR TYPE BATT INSULATION, R-38 MINIMUM WEATHER BARRIER ILL DESIGN # P522 DOUBLE 2X6 TOP PLATE 8' H. EIFS LINTEL, REFER TO ELEVATIONS FOR COLOR VINYL WINDOW, AS SCHEDULED V 4" H. EIFS SILL, REFER TO ELEVATIONS FOR COLOR 25 DRAINABLE EIFS SYSTEM PER MANUF'R, REFER TO ELEV. FOR TYPE OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS BRICK ROWLOCK • _ _ Floor 03 n 872' - 11 7/8" V BRICK VENEER, REFER TO ELEVATIONS FOR COLOR GALVANIZED METAL BRICK TIES AT 16" ON CENTER, VERTICALLY AND HORIZONTALLY DOUBLE 2X6 TOP PLATE BRICK SOLDIER COURSE X X X THROUGH WALL FLASHING J STEEL ANGLE LINTEL, REFER TO STRUCTURAL DRAWINGS 7 2-602 J � W EATHER BARRIER Floor 02 862' - —OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS ILL DESIGN # L546 —DOUBLE 2X6 TOP PLATE 25 DRAINABLE EIFS SYSTEM PER MANUF'R, REFER TO -� ELEV. FOR TYPE BRICK ROWLOCK BRICK VENEER, REFER TO ELEVATIONS FOR COLOR GALVANIZED METAL BRICK TIES AT 16° ON CENTER, VERTICALLYAND HORIZONTALLY BRICK SOLDIER COURSE Floor 01 n 849' - 100" W EATHER BARRIER THROUGH WALL FLASHING —MASONRY WEEP VENTS 847 - 4" — — — 84T - 4'Q ...2, .:, .., .. ..° ' STR Podium •'STIR Podium 846= 846'-8� -;, o'° EXTERIOR CONCRETE, e- EXISTING STRUCTURAL °REFER TO CIVIL DRAWINGS SLAB A3 WALL SECTION As WALL SECTION A2.101 SCALE: 3/4" = 1'-01, A2.101 SCALE: 3/4" = 1'-0" PRE -FINISHED METAL COPING CAP NAILABLE BLOCKING TOP OF PARAPET CONTINUE ROOFING L AND OVER PARAPET EXTERIOR GYPSUM BI SHEATHING OR OSB SHEATHING 60 MIL EPDM FULLY ADHERED ROOFING MEMBRANE OSB ROOF SHEATHING, - REFER TO STRUCTURAL DRAWINGS BATT INSULATION, R-38- MINIMUM WOOD ROOF TRUSSES, - REFER TO STRUCTURAL DRAWINGS 1/,"-METAL RESILIENT CHANNEL 5/8'-TYPE X GYPSUM — BOARD SOUND -PROOFING MEMBRANE. I& MINIMUM 33W APA RATED OSB SUBFLOORING BATT INSULATION, R-19 MINIMUM 'W-METAL RESILII CHANNEL 5/8°-TYPE X GYPS BOARD DOUBLE 2X6 TOP SOUND -PROOFING MEMBRANE, 1/8° MINIMUM 3W APA RATED OSB SUBFLOORING BATT INSULATION, MINIMUM 1/V-METAL RESILIEf CHANNEL 5/8°-TYPE X GVPSU BOARD Iw4XIN(619: MEMBRANE, 1/8° MINIMUM 33W APA RATED OSB SUBFLOORING 5/8°-TYPE X GYPSUM BOARD 4"POURED CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS 4° RIGID INSULATION WALL SECTION SCALE: 3/4" = V-0" PRE -MANUFACTURED EIFS CORNICE, TYPE 4- REFER TO DRAWING A2-504 REFER TO STRUCTURAL DRAWINGS OP� W EATHER BARRIER J GALVANIZED METAL BRICK TIES AT 16' ON CENTER, VERTICALLY AND HORIZONTALLY BRICK VENEER, REFER TO ELEVATIONS FOR COLOR ILL DESIGN # P522 DOUBLE 2X6 TOP PLATE THROUGH WALL FLASHING MASONRY UNIT LINTEL STEEL ANGLE LINTEL, REFER TO STRUCTURAL SIM 13 DRAWINGS 2-601 PREFINISHED RAILING SYSTEM, REFER TO SHEET A2-521 FOR DETAILS SLIDING VINYL PATIO DOOR B4 ` 2-505 UNIT. SEE SCHEDULE ---- SILL FLASHING BRICK ROWLOCK Floor 03 872' - 11 7/8" V ILL DESIGN #L546 BRICK VENEER, REFER TO _ ELEVATIONS FOR COLOR / y MASONRY UNIT LINTEL THROUGH WALL FLASHING - STEEL ANGLE LINTEL, REFER TO STRUCTURAL DRAWINGS SLIDING VINYL PATIO DOOR UNIT. SEE SCHEDULE BRICK ROWLOCK 2-sos Floor 02 862' - 4" V ILL DESIGN # L546 PREFINISHED RAILING SYSTEM, REFER SHEET A2-521 FOR DETAILS OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS MASONRY VENEER UNIT MASONRY UNIT LINTEL THROUGH WALL FLASHING STEEL ANGLE LINTEL, REFER TO STRUCTURAL DRAWINGS 3 J 801 SLIDING VINYL PATIO DOOR UNIT. SEE SCHEDULE BRICK ROWLOCK PREFINISHED RAILING - A2 SYSTEM, REFER TO SHEET 2-505 A2-521 FOR DETAILS Floor 01 849' - 10" _ WEATHER BARRIER THROUGH WALL FLASHING GROUT SOLID MASONRY VENEER UNIT EXTERIOR CONCRETE, REFER TO CIVIL DRAWINGS F.F._Podium "SEALANTAT DISIMILAR - 847 -4 o- MATERIALS,'STR pOdlUm 846' - 8" 1° RIGID INSULATION THERMALBREAK IAi WOULPERT 1RERITEMUM I_Ne I NEERINSISEOSPITILL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E W D ^O III U � C J J of 0 c D' oOc �l Nr IN W O c F N N U "E B Q Issuances: REV DESCRI"M MTE 0 Issued For Building 2 Review 10/05/18 1 ASI#4 12/21/18 2 Issued For Building 2Pemil 05301/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: WALL SECTIONS A2=312 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 R INSULATION RUN OVERTOP THE PIPING IN THE ROOF TRUSSES ABOVE CEILING NAILABLE BLOCKING TOP OF PARAPET CONTINUE ROOFING AND OVER PARAPET ATTIC VENTILATION LOUVER - REFER TO ROOF PLAN FOR REQUIREMENTS 60 MIL EPDM FULLY ADHERED ROOFING MEMBRANE OSB ROOF SHEATHING, - REFER TO STRUCTURAL DRAWINGS BATT INSULATION, R-38- MINIMUM WOOD ROOF TRUSSES, - REFER TO STRUCTURAL DRAWINGS "WETAL RESILIENT CHANNEL 5/8°-TYPE X GYPSUM — BOARD SLIDING VINYL PATIO GOOF UNIT. SEE SCHEDULE %' GVPCRETE "ACOUSTIBLOCK' SOUND -PROOFING MEMBRANE, 1/8' MINIMUM %"-APA RATED OSB SUBFLOORING — - BATT INSULATION, R-38— MINIMUM PRE -MANUFACTURED EIFS CORNICE, TYPE 3- REFER TO DRAWING A2-504 WEATHER BARRIER 2" DRAINABLE EIFS SYSTEM PER MANUFACTURER NAILABLE BLOCKING AT TOP OF PARAPET CONTINUE ROOFINGUP ---- AND OVER PARAPET 60 MIL EPDM FULLY ADHERED ROOFING MEMBRANE OSB ROOF SHEATI REFER TO STRUCI DRAWINGS WOOD ROOF TRW REFER TO STRUCI DRAWINGS BATT INSULATION, MINIMUM "-METAL RESILIEI CHANNEL 5/e"-TYPE X GVPSL BOARD 518"-TYPE X GVPSL BOARD NAILABLE BLOCKING AT — TOP OF PARAPET CONTINUE ROOFING UP AND OVER PARAPET EXTERIOR GYPSUM BOARD SHEATHING OR OSB SHEATHING ATTIC VENTILATION LOUVER - REFER TO ROOF PLAN FOR REQUIREMENTS 60 MIL EPDM FULLY ADHERED ROOFING MEMBRANE OSB ROOF SHEATHING, - REFER TO STRUCTURAL DRAWINGS WOOD ROOF TRUSSES, - REFER TO STRUCTURAL DRAWINGS %"-METAL RESILIENT CHANNEL 5/8°-TYPE X GYPSUM — BOARD -� NAILABLE BLOCKING AT TOP OF PARAPET CONTINUE ROOFING UP PRE -FINISHED METAL PRE -FINISHED METAL AND OVER PARAPET �� COPING CAP COPING CAP PRE -MANUFACTURED EIFS fj CORNICE, TYPE 2-REFER ATTIC VENTILATION 11 TO DRAWING A2-504 LOUVER - REFER TO ROOF PRE -MANUFACTURED EIFS PLAN FOR REQUIREMENTS CORNICE, TYPE 5 - REFER WEATHER BARRIER TO DRAWING A2b04 EXTERIOR GYPSUM BOARD - OSB WALL SHEATHING, _ OSB WALL SHEATH ING, SHEATHING OR OSB REFERTO STRUCTURAL REFER TO STRUCTURAL SHEATHING DRAWINGS DRAWINGS SLOPE 60 MIL EPDM FULLY ADHERED ROOFING MEMBRANE UL DESIGN#P522 j BRICK VENEER, REFER TO ELEVATIONS FOR COLOR BATT INSULATION, R-38 WEATHER BARRIER - MINIMUM 2' DRAINABLE EIFS SYSTEM PER MANUF'R, REFER TO ELEV. FOR TYPE DOUBLE 2X6 TOP PLATE GALVANIZED METAL BRICK TIES AT 16" ON CENTER, —_ HEADER, YAND STRUCTURAL DRAWINGS STRUCTURAL ALLY HORIZONTVERTICALALLY WOOD ROOF TRUSSES, BATT INSULATION, R-19 6 8' H. EIFS LINTEL, REFER TO REFER TO STRUCTURAL MINIMUM ELEVATIONS FOR COLOR DRAWINGS 2-60 I I UL DESIGN #P522 m BATT INSULATION, R-38 MINIMUM 1n DOUBLE 2X6 TOP PLATE 1/2'iv1ETAL RESILIENT=t ( MASONRY UNIT LINTEL 4 r THROUGH WALL FLASHING CHANNEL 2-60 5/8"YTYPE X GYPSUM 3T+ `/ I 4' H. EIFS SILL, REFER TO BOARD) I VINYL WINDOW, AS J ELEVATIONS FOR COLOR SCHEDULED - _2" DRAINABLE EIFS SYSTEM D4 PER MANUF'R, REFER TO 2-505 ELEV. FOR TYPE BATT INSULATION, R-19 BOAR PE XGVPSUM -- MINIMUM BOARD 73 F r04 2-60 MASONRY UNITSILL 883' - 3/4" V 3/."-GVPCRETE I BATT INSULATION, R-19 UL DESIGN #L546 MINIMUM DOUBLE 2X6 TOP PLATE •ACOUSTIBLOCK" I BRICK VENEER, REFER TO SOUND -PROOFING J ELEVATIONS FOR COLOR MEMBRANE, 1/8" MINIMUM WEATHER BARRIER 3/."-APA RATED OSB H. EIFS LINTEL, REFER TO SUBFLOORING BATT INSULATION, R-19 ELEVATIONS FOR COLOR MINIMUM _ Floor 03 6 872' -- 11 7/8" J 2-60 OSB WALL SHEATHING, %'METAL RESILIENT REFER TO STRUCTURAL CHANNEL DRAWINGS UL DESIGN #L546 4 4" '/zH. EIFS SILL, REFER TO DOUBLE 2X6 TOP PLATE 2-60 ELEVATIONS FOR COLOR 5"f IBERGLASS SOUND MASONRY UNIT LINTEL ATTENUATION INSULATION THROUGH WALL FLASHING 2" DRAINABLE EIFS SYSTEM 5/8"-TYPE X GYPSUM 1 STEEL ANGLE LINTEL, J PER MANUF'R, REFER TO BOARD 11 REFER TO STRUCTURAL ELEV. FOR TYPE 2-602 DRAWINGS THROUGH WALL FLASHING "—"llllllllt —" VINYL WINDOW, AS MASONRY UNIT SILL BRICK ROWLOCK SCHEDULED Floor 03 n BRICK VENEER, REFER TO BRICK VENEER, REFER TO 5/8"-TYPE XGVPSUM 13 ELEVATIONS FOR COLOR ELEVATIONS FOR COLOR BOARD 2-60 GALVANIZED METAL BRICK 51/2"-FIBERGLASS SOUND 51/2"-FIBERGLASS SOUND TIES AT 16°ON CENTER, THROUGH WALL FLASHING GALVANIZED METAL BRICK BATT INSULATION, R-19 ATTENUATION INSULATION STEEL ANGLE LINTEL, ATTENUATION INSULATION '/a" -METAL RESILIENT TIESAT 16"ON CENTER, MINIMUM VERTICALLVAND I I REFER TO STRUCTURAL 1 �_ BRICK SOLDIER LINTEL CHANNEL VERTICALLY AND 3/."-GVPCRETE HORIZONTALLY DRAWINGS CHMETAL RESILIENT CHANNEL RESILIENT 3 CHANNEL �'� HORIZONTALLY SOUND -PROOFING CHANNEL 2�0 3 I STEEL ANGLE LINTEL, SOUND -PROOFING _ Floor_862'4" THROUGH WALL FLASHING 02 5/8'-TYPEXGYPSUM 260 - --J REFER TO STRUCTURAL WEATHER BARRIER MEMBRANE, 1/8'MINIMUM NI/862'-a" BOARD DRAWINGS ATTENUATION FIBERGLASS SOUND 33W APA RATED OSB 5/8'-TYPE X GYPSUM BRICK GH WALL LINTEL MASONRY UNIT SILL BOARD ATTENUATION INSULATION PREFINISHED RAILING THROUGH WALL FLASHING SUBFLOORING 5/8°-TVPEX GYPSUM 3 PREFINISHED RAILING SYSTEM, REFER IL SHEET ATTENUATION IN SOUND DOUBLE 2X6 TOP PLATE SYSTEM,2-521 FREFER IL SHEET UNIT. SEE SCHEDULE DOOR A2-521 FOR DETAILS BOARD 280 STEEL ANGLE LINTEL, ATTENUATION INSULATION A2-521 FOR DETAILS UNIT. SEE SCHEDULE �• I REFER TO STRUCTURAL J DRAWINGS %"TRIETAL RESILIENT 3G°-GYPCRETE SLIDING VINYL PATIO DOOR 4°-POURED CONCRETE CHANNEL MASONRY VENEER UNIT N A SLAB, REFER TO - UNIT. SEE SCHEDULE STRUCTURAL DRAWINGS MASONRY UNIT SILL "ACOUSTIBLOCK' 5/8' TYPE X GYPSUM SOUND-PROOFINGVINYL UL DESIGN #D902 11 SCHEDUINDOW, AS BOARD �MASONRV UNIT LINTEL MEMBRANE, 1/8"MINIMUM F7 SCHEDULED •THROUGH WALL FLASHING 2521 PRECAST CONCRETE '/.°-APA RATED OSB —"I BALCONY. REFERTO BATT INSULATION, R-09 SUBFLOORING BRICK ROW LOCK _FIOOf O2 STRUCTURAL DRAWINGS Floor O2 1 I `BRICK ROWLOCK MINIMUMU� — — - — — — — — — - ; •-� 'a '. — _ — 8621 - 4„ � 2-60 J-- BATT INSULATION, R-1 DOUBLE 2X6 TOP PLATE —MINIMUM BRICK VENEER, REFER TO 24 - STEEL ANGLE LINTEL, BRICK VENEER, REFER R 5/Er TYPE X GYPSUM i 5/8"-TYPE X GYPSUM DRAWINGS ELEVATIONS FOR COLOR ELEVATIONS FOR COLOR -601 REFER TO STRUCTURAL BOARD WEATHER BARRIER BOARD - CHANNALRESILIENT UL DESIGN #L546 - I $ THROUGH WALL FLASHING CHANNEL %"-METAL RESILIENT F6 OSB WALL SHEATHING, CHANNEL -505 _ ____REFER TO STRUCTURAL _ _ _ _ FIOO_r 02 _ _J OSB WALL SHEATHING, DRAWINGS - _-- V REFER TO STRUCTURAL - 862 -4 BOARD XGYPSUMp;; DRAWINGS ', <, UL DESIGN#D902 BATT INSULATION, R-19 FGALVANIZED METAL BRICK WEATHER BARRIER TIES AT 16" ON CENTER, - MINIMUM VERTICALLY AND HORIZONTALLY GALVANIZED METALBRICK-: --GALVANIZED METAL BRICK TIES AT 16" ON CENTER, TIES AT 16" ON CENTER, WEATHER BARRIER VERTICALLVAND VERTICALLY AND 30 BRICK SOLDIER COURSE HORIZONTALLY HORIZONTALLY 2-601 i STEEL ANGLE LINTEL, REFER TO STRUCTURAL VINYLWIAS 3 DRAWINGS SCHEDULED BATT INSULATION, R-19 5/8'-TYPE X GYPSUM 2-602 I MINIMUM BOARD 1 1 MASONRY UNIT SILL J THROUGH WALL FLASHING OSB WALL SHEATHING, 33W GVPCRETE I THROUGH WALL FLASHING 5/8ARD XGYPSUM REFER TO STRUCTURAL SLIDING VINYL PATIO DOOR %°EXPANSION JOINT PRECAST STAIR AND METAL —• BOARD UNIT. SEE SCHEDULE _ MATERIAL RAILING BLEVATI NS R, REFERTO DRAWINGS "ACOUSTIBLOCK'— e/.'-GVPCRETE— 3'-0' 4T's�11"=3'-e" ELEVATIONS FOR COLOR BRICK SOLDIER COURSE SOUNDPROOFING \ MASONRY VENEER UNIT W-APA RATED OSB— 5/B--TYPE X GYPSUM LJ I THROUGH WALL FLASHING 3/.EAPA RATED OSB MBRANE, 1/3m NIMUM �\ \ BOARD SUBFLOORING SUBFLOORING i — — — — _ _ Floor 01 _ _ _ _ _ Floorr 01 _ Floor 01 849' _ 1Q" V 849 LE LINTEL, _ :o MASONRYUNITSILL �- —" REFER TO STRUCTURAL - I 5/8"-TYPE X GYPSUM BOARD 2X6 PRESSURE TREATED RAWINGS D2 24 SWOOD EALER SILL PLATE AND SILL 1 - GALVANIZED METAL BRICK BATT INSULATION R-19 iV 2-50 2 601 SEALER TIES AT 16° ON CENTER MINIMUM OSB ` REFER T L SHEATHING, . VERTICALLY AND II 4"POURED CONCRETE REFER STRUCTURAL ro INTSHE IOR TA2411 SEE 1 THROUGHWALLFLASHING SILAB, STRUCTURAL TO - HORIZONTALLY 4^RIGID INSULATION DRAWINGS \ n SHEET A2-411 4'POURED CONCRETE STRUCTURAL DRAWINGS �u ,n GROUT SOLID SLAB, REFER TO L I 2X6 PRESSURE TREATED 2X6 PRESSURE TREATED ' lT� 4°-RIGID INSULATION I -/� STRUCTURAL DRAWINGS L WOOD SILL PLATE AND SILL ' WOOD SILL PLATE AND SILL w 4"-RIGID INSULATION CRIGID INSULATION SEALER SEALER - 1 MASONRVVENEER UNIT � F.F. Podium n _ _ F.F. Podiums X_ F.F. Podium L\ _ F.F. Podium n At:w - - °� Podium V _SEAOLERSLL PLATE AND SILL STIR POdIUm V - " 3 �`STR Podium �V _ STIR Podium �V -.:. r 846,- Fill 846 - 8 a 846' - 8, 846' - 8" 8 RE TREATED 44 STIR I •�, -' "-•` "-e - EXISTING STRUCTURAL -- — EXISTINGSTRUCTURAL - RELEASED FOR CONSTRUCTION a SLAB J SLAB EXISTING ING STRUCTURAL Subject tacompliance with all regulations - ''-" of State and heal Codes IECTION Aa WALL SECTION As WALL SECTION AS WALL SECTION City of Carmel " = 1'-0" A2-101 SCALE: 3/4" = 1'-0" A2-101 SCALE: 3/4" = 1'-0" A2-101 SCALE: 3/4" = V-0" DATE: 10/31/19 UL DESIGN#L546 - UL DESIGN #P522 BATT INSULATION, R-19 MINIMUM OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS DOUBLE 2X6 TOP PLATE 8" H. EIFS LINTEL, REFER TO ELEVATIONS FOR COLOR SLIDING VINYL PATIO DOD UNIT. SEE SCHEDULE '/."GVPCRETE "ACOUSTIBLOCK" SOUND -PROOFING MEMBRANE, 1/8" MINIMUM W-APA RATED OSB SUBFLOORING— — — 5'h'-FIBERGLASS SOUND- %"-METAL RESILIENT - CHANNEL 5/8'-TYPE X GYPSUM - BOARD SLIDING VINYL PATIO UNIT. SEE SCHEDULE PREFINISHED RAILING SYSTEM, REFER TO SHEET %`GVPCRETE A2-521 FOR DETAILS 'ACOUSTIBLOCK" SOUND -PROOFING BRICK ROWLOCK MEMBRANE, 1/8" MINIMUM %"-APA RATED OSB OSB WALL SHEATHING, SUBFLOORING REFER TO STRUCTURAL DRAWINGS Floor-03 GALVANIZED METAL BRICK _ — 872' - 11 7/8" TIES AT 16' ON CENTER, VERTICALLY AND HORIZONTALLY UL DESIGN #L546 BRICK VENEER, REFER TO ELEVATIONS FOR COLOR WEATHER BARRIER BRICK SOLDIER COURSE PRE -FINISHED METAL COPING CAP f BRICK VENEER, REFER TO ELEVATIONS FOR COLOR WEATHER BARRIER SLOPE OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS UL DESIGN #P522 GALVANIZED METAL BRICK TIES AT 16" ON CENTER, VERTICALLVAND HORIZONTALLY DOUBLE 2X6 TOP PLATE -- BRICK SOLDIER LINTEL THROUGH WALL FLASHING STEEL ANGLE LINTEL, 3 - —• Im REFER STRUCTURAL J DRAWINGS 2E0 _ PREFINISHED FAILING — SYSTEM, REFERSHEET A2-521 FOR DETAILS — — B4 2-505 BRICK ROWLOCK iWEATHER BARRIER PRECAST CONCRETE BALCONY. REFERTO STRUCTURAL DRAWINGS UL DESIGN #L546 OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS BRICK VENEER, REFER TO ELEVATIONS FOR COLOR THROUGH WALL FLASHING BRICK SOLDIER LINTEL 2602 - -- STEEL ANGLE LINTEL, REFER TO STRUCTURAL —� n DRAWINGS PREFINISHED RAILING SYSTEM, REFER TO SHEET _ A2-521 FOR DETAILS B4 BRICK ROWLOCK 2-505 — WEATHER BARRIER PRECAST CONCRET yIwII BALCONY. REFERT 5/8"-TYPE X GYPSUM — BOARD \%"-GVPCRETE ACOUSTIBLOCK" SOUND -PROOFING MEMBRANE, 1/8" MINIMUM 3W APA RATED OSB— SUBFLOORING 5'/3"-FIBERGLASS SOUND — ATTENUATION INSULATION 1/2"-METAL RESILIENT CHANNEL 5/8"-TYPE X GYPSUM — BOARD BATT INSULATION R-19 MINIMUM 5/8"-TYPE X GYPSUM — BOARD '\\G"-GYPCRETE MCOUSTIBLOCIC SOUND -PROOFING MEMBRANE 1/8" MINIMUM OSB WALL SHEATHING, " REFER TO STRUCTURAL •/.•-APA RATED OSB DRAWINGS SUBFLOORING DOUBLE 2X6 TOP PLATE — BRICK VENEER, REFER TO ELEVATIONS FOR COLOR UL DESIGN#L546 \Ai WOULPERT 1RERITECTnRE I_NC I NEERI NSI SEOSPITILL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D E cam 0 W n 1 Q E U � C J '— J � of y ��lVVV111JJJ111 rUn V / c K oO Elm N �Clio � too O C 0 N U "E m = U B Qlssuances: REV DESMI" N Dow 0 Issued For Building 2 Review 10/05/18 1 ASI#4 12/21/18 2 Issued For Building 2Permit 05fol/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: WALL SECTIONS A2=313 1 2 3 4 5 6 7 6 9 1/3 RUNNING BOND 1/2" CORBEL, TYP. 1/3 RUNNING BOND W O U L P E R T FIOOr02 V HEADER COURSE ucxnEcruxEIEm xxEEsixcI4E04P1rILL 862' - 4' 1/2" CORBEL SOLDIER NOTE: PROVIDE POSITIVE DRAINAGE AT ALL BRICK PROJECTIONS SOLDIERCOURSE 7635 Interactive Way 1 COURSE (STACK — - Suite 100 BOND AT PILASTERS) Indianapolis, IN 10 CORBEL, TYP. G 46278 -� SOLDIER 1/3 RUNNING BOND — — — — — — FIOO1 — — — — f 0I 849' - 10" 317.299.7$00 FAX: 317.291.5805 (STACK BOND AT PI BOND AT PILASTERS) 1/3 RUNNING BOND WIN — — Floor 03 872' - 11 7/8�" SOLDIER HEADER COURSE a^soLIDCMU GRADE 1/2" CORBEL, TYP. F.F. PodIDm 1/2"CORBEL, TYP. SOLDIER COURSE — — — — 84T - 4' o•��UAN OOg' 113 RUNNING BOND 1/3 RUNNING BOND -- -- — — — — — — — STIR Podium , 846'_8" V _ STATE Ma NA/ ELEVATION DETAIL DETAIL PROFILE ' ELEVATION DETAIL DETAIL PROFILE ELEVATION DETAIL DETAIL PROFILE F1-A F4 F4-4' (�F:6: F6-A Y SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" A&201 SCALE: 3/4"='I'-0" SCALE: 3/4" = 1'-0" AR201 SCALE: 3/4"='I'-0" �_ J SCALE: 3/4" = V-0" F 1/2" CORBEL, TYP. SOLDIER COURSE (72)COURSES _ STACKED BOND 1/3 RUNNING BOND 1/3 RUNNING BOND _ CORBELLED, STACKED EIFS CORNICE _ BOND BEYOND Floor 02 n 862' - 4" V 113 RUNNING BOND - E 10 CORBEL, TYP. _ SOLDIER COURSE HEADER COURSE _Floor 04 _ 1/2" CORBEL, TYP. 883' - 7 3/4" SOLDIER COURSE SOLDIER COURSE 1/2" CORBEL, TYP. 1/3 RUNNING BOND — 1/3 RUNNING BOND 1/2" CAST STONE MEDALLION 113 RUNNING BOND D1 ELEVATION DETAIL D1-A DETAIL PROFILE ELEVATION DETAIL Da -A DETAIL PROFILE Ds ELEVATION DETAIL Ds -A DETAIL PROFILE A&201 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" A 201 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" A&201 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" D E cam PRE -MANUFACTURED W 34" E.I.F.S. CORNICE 1" PRE -FINISHED METAL COPING CAP TOP OF PARAPET _ 89T-4" E 3/4" 7 m< U 3/4" J • — 3'-61/2" 1/2" - 11R' C J SIMILAR TO EIFS U 1" CORNICE TYPE 2 /\ m RECESSED STACK BOND {,/ m Q O D - VENEER FACE BEYOND Q � 1/2" .. > N CV E a c1 ELEVATION DETAIL c1-A DETAIL PROFILE c; A&201 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-01, 2 B 6 C9 O C 112 1 1/2" L = w N U MGU B .. r _ PROFILE OF EIFS " DETAIL BEYOND Q issuances: o; Floor 04 RECESSED — — — _ — — 883' - 7 3/4' STACK BOND nEv oaonPnnx muE U 0 Issued For Building 2 Review 10/05/18 CORBELLED ROWLOCK 1 ASI#4 12/21/18 QMASONRY UNIT SILL 2 Issued For Building2Permit 05f01/19 N PRE -FINISHED METAL _ _ _ 1/3 RUNNING m COPING CAP :"vnj 2^ 3^ BOND BEYOND t1/2" Floor 04nEIFS 883'-73/4"MASONRY cc� VENEERMEDALLIONPRE-MANUFACTURED Proi. No.: 074904 MASONRY VENEER UNIT E.I.F.S. CORNICE 3/4"X 3/4" REVEAL a Date: 10/05/18 _ RECESSED 1/3 RUNNING BOND ROWLOCK COURSE 0 K BRICK VENEER BEYOND -- _ SOLDIER COURSE, CORBELLED 12" j FRAMING AS REQUIRED _ _ Floor 04 � .E LINE OF BRICK 3/4" V U 1/3 RUNNING BOND VENEER BEYOND A Sheet Name: m _j EIFS RECESSED ELEVATION DETAILS ri - _ Floor04 n Q. 10" O STACK BOND AND SECTIONS a HIT- 7 3/4" `i e qp RELEASED FOR CONSTRUCTION subject to compliance with all regulations IETAIL Al -A DETAIL PROFILE ELEVATION DETAIL A4A DETAIL PROFILE /�`A6 ELEVATION DETAIL A6-A DETAIL PROFILE rA8' ELEVATION DETAIL AB -A DETAIL PROFILE of State and Local Codes SCALE: 314" = 1'-0" AR201 SCALE: 314" = 1'-0" SCALE: 314" = 1'-0" AR201 SCALE: 314" = 1'-0" A2311 SCALE: 314" = 1'-0" A2 201 SCALE: 314" = 1'-0" SCALE: 314" = 1'-0" City of Carmel A2=314 • ' DATE: 10/31/19 2 3 9 5 7 y 9 R 2 a. UNIT B2•A2 • ONE BEDROOM SCALE: 1/4" = 9'-0" CEILING -5/8" GYP BD ON 2x4'S (LLV) AT 24" OC TIGHT TO UNDERSIDE OF RATED CEILING ASSMEBLY UNIT 62•A5 • ONE BEDROOM A9dn9 CCCI P 1/d" = 1'11" RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camlel UNIT 62•A4 • ONE BEDROOM SGALL: 1/4" = 1'-0 ON 2x4'S (LLV) AT 24" OC TIGHT TO UNDERSIDE OF RATED CEILING ASSMEBLY UNIT B2•A1 In ONE BEDROOM SCALE: 1/4" = T-0" It GENERAL NOTES - INTERIOR FRAMING 1. ALL MATERIALS AND WORK SHALL BE FURNISHED AND INSTALLED IN WORKMANSHIP -LIKE MANNER IN STRICT ACCORDANCE WITH ALL PREVAILING LOCAL, STATE, AND NATIONAL BUILDING CODES. 2. CONTRACTORS SHALL STORE, HANDLE, AND INSTALL ALL PRODUCTS AND ASSEMBLIES PER THE MANUFACTURER'S INSTRUCTIONS, RECOMMENDATIONS, AND PROCEDURES IN ORDER TO ENSURE THE MANUFACTURER'S WARRANTY IS VALIDATED. 3. SUB -CONTRACTORS SHALL VERIFYALL DIMENSIONS. 4. ALL DIMENSIONS ARE GIVEN FROM STUD TO STUD, UNLESS OTHERWISE NOTED. 5. STUD DIMENSIONS ARE 3 1/2" OR 5 1/2" UNO. 6. ALL EXTERIOR WALLS ARE TO BE 2x6 STUDS. REFER TO STRUCTURAL FOR OTHER LOCATIONS. 7. UNIT LAYOUT IS AS SHOWN ON 1/4"SCALE PLANS. FOR BUILDING DIMENSIONS, REFER TO 1/8" SCALE OVERALL BUILDING FLOOR PLANS. S. GENERAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL CONTRACTOR S FOR ALL RESPECTIVE OPENINGS, AS REQUIRED, INCLUDING MAINTAINING FIRE RATED ASSEMBLIES. 9. FOR MATERIALS AND FINISHES, REFER TO FINISH SCHEDULES ON THIS SHEET. 10. TYPE'X" 518" THICK GYPSUM BOARD SHALL BE USED AT RATED WALL CONSTRUCTION INCLUDING BEARING WALLS. TYPE "C" 5/8" GYPSUM BOARD SHALL BE USED AT CEILINGS. REFER TO UL ASSEMBLIES. 11. ALL CEILING ASSEMBLIES ARE TO BE MIN. 1 HOUR FIRE RATED CONSTRUCTION WITH DAMPERS AT ALL DUCT PENETRATIONS. REFER TO MECHANICAL DRAWINGS. 12. ALL WALLS WHICH FORM PERIMETERS OF DWELLING UNITS AND ALL LOAD BEARING WALLS SHALL BE MIN. 1 HOUR FIRE RATED UL-U305 OR UL-U314 ASSEMBLY. NON -LOAD BEARING INTERIOR PARTITIONS WITHIN DWELLING UNITS DO NOT REQUIRE FIRE RATING. 13. USE MIN.3/8" OISE AT ALL ATTIC DRAFT STOPS. 14. REFER TO STRUCTURAL FOR ALL WINDOW AND DOOR HEADER SIZES. 15. CONTRACTOR TO PROVIDE: (1) 12" WOOD SHELF AND ROD IN ALL ENTRY CLOSETS, (1) 12" WOOD SHELF, ROD, AND VERTICAL SHELVING IN BEDROOM CLOSETS, (1) 12" WOOD SHELF AT LAUNDRY, (5) 12" DEEP WOOD SHELVES IN LINEN CLOSETS, AND (5) 18' DEEP WOOD SHELVES IN PANTRY. PROVIDE SHELVES IN BATH ROOM AS SHOWN. REFER TO DRAWINGS. 16. REFER TO STRUCTURAL DRAWINGS FOR INTERIOR BEARING WALL MEMBER SEE AND SPACING. 17. FLOOR TOPPING TO BE 3/4" GYPCRETE 2000 OR APPROVED EQUAL. CONTRACTOR TO ADJUST STAIR RISER HEIGHTS AND DOOR HEADER HEIGHTS ABOVE SUB -FLOOR ACCORDINGLY. 18. CONTRACTOR TO PROVIDE PAPER FACED INSULATION FORALL EXTERIOR WALLS. PROVIDE TY'VEK VAPOR BARRIER ON ALL EXTERIOR WALLS. 19. ALL WALL AND CEILING GYPSUM BOARD TO BE SMOOTH FINISH COATING. REFER TO FINISH SCHEDULE FOR SHEEN. 20. PROVIDE WASHER AND DRYER HOOKUPS IN ALL UNITS AS REQUIRED TO MEET OR EXCEED APPLICABLE CODES. 21. DWELLING UNIT SEPARATION WALLS OF APARTMENT UNITS SHALL BE MIN, ONE HOUR FIRE RATED CONSTRUCTION. 22. PROVIDE WOOD BLOCKING SUPPORTAS REQUIRED. INCLUDING, BUT NOT LIMITED TO: ALL LOCATIONS FOR GRAB BARS IN ALL UNITS AND AT ALL STAIR RAILS, SUPPORT FOR SHEATHING EDGES NOT ON FRAMING, KITCHEN WALL CABINETS ON ALL FLOORS, AND AT TV WALL LOCATIONS. 23. PROVIDE R-13 (3 ls') MIN. ACOUSTIC BATT INSULATION IN ALL DWELLING UNIT SEPARATION WALLS. IN CEILINGS PROVIDE R-13 (3 %") MIN. ACOUSTIC BATT INSULATION AT LOCATIONS WHERE OCCUPIED SPACE ABOVE HAS A HARD FLOOR SURFACE. PROVIDE R-19 (51/2") MIN. PAPER FACED THERMAL BATT INSULATION IN EXTERIOR WALLS. PROVIDE R-30 (9') MIN. IN CEILING ABOVE GARAGES. PROVIDE R-38 (11') MIN. IN CEILING BELOW ROOF AREAS. 24. ALL LIVING UNITS SHALL BE CONSTRUCTED TO COMPLY WITH OBC ADAPTABLE UNIT TYPE "B" REQUIREMENTS, UNLESS DESIGNATED ADA ACCESSIBLE UNIT TYPE "A" IN UNITS LOCATIONS SHOWN. 25. PROVIDE CONTROL JOINTS IN CORRIDOR GYPSUM BOARD CEILING 30 FEET O.C. WITH RESILIENT CHANNELS, TYPICAL. 26. STRUCTURAL MEMBERS SUPPORTING MORE THAN ONE FLOOR SHALL BE INDIVIDUALLY PROTECTED BYAONE-HOUR FIRE RESISTANCE RATED ASSEMBLY. L'r—Zmm■■■� ■- ell ■■■■■■■ i�'— p 11 L_M■IW■rrl ��■■� .■■■■IF ■II11�� i m to, �i.\ jl��I■......._■I r� �■■■■■I \\`R�i■rII■■■■■■.m A ■■■■■■■■■■■■■r■■fl■■■■r■■� � �1■11�� ., ■■I■■ ■I■■■■■■■■■■■■■■■■■■m7■■■■■■1 �m ■��■ ■il■■■■■■■■■■■■■■■■■■■■■■■■■■1� - ME . : a . -■■ d■■■■ q■■■■ ■■■■■■■■.I■ ■■1■■■� II=■Il1lRlYIkip gym■■■■■■■■■■■■■■■■■■■■■■■rm LLY■■■■■■■■■■■■■■■■■■■■■ N ■ • a a . -i . N e& 0 ■■■■■■■■ ml ■■■■■■s■■�■■■ I■■■■■■. 5 UNIT B2•A3 • ONE BEDROOM A2-102 SCALE: 1/4"=1'-0" %A# W®®LPERT ARCH REaVes IUN61 NEERINOj0E04PATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 ILE L1 Irr Qlssuanees: Rev Dns MM a,E 0 Issued For Building 2 Review 10/05/18 1 ASI#4 12/21/18 2 Issued For Building 2Permit 05/01/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: UNIT PLANS FYZA L1111 DATE: 10/31/19 2 3 E 5 7 V 0 R 2 a. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel DATE: 10/31/19 UNIT B2•A2 TYPE A AN ONE B .grAI F- 1/A" = 1'-n" RATED CEILING ASSMEBLY UNIT B2•B1 AN TWO UNIT B2•B2 AN TWO BEDROOM SCALE: 1/4" = 1'-0" GENERAL NOTES - INTERIOR FRAMING 1. ALL MATERIALS AND WORK SHALL BE FURNISHED AND INSTALLED IN WORKMANSHIP -LIKE MANNER IN STRICT ACCORDANCE WITH ALL PREVAILING LOCAL, STATE, AND NATIONAL BUILDING CODES. 2. CONTRACTORS SHALL STORE, HANDLE, AND INSTALL ALL PRODUCTS AND ASSEMBLIES PER THE MANUFACTURER'S INSTRUCTIONS, RECOMMENDATIONS, AND PROCEDURES IN ORDER TO ENSURE THE MANUFACTURER'S WARRANTY IS VALIDATED. 3. SUB -CONTRACTORS SHALL VERIFY ALL DIMENSIONS. 4. ALL DIMENSIONS ARE GIVEN FROM STUD TO STUD, UNLESS OTHERWISE NOTED. 5. STUD DIMENSIONS ARE 31/2" OR 51/2" UNO. 6. ALL EXTERIOR WALLS ARE TO BE 2z6 STUDS. REFER TO STRUCTURAL FOR OTHER LOCATIONS. 7. UNIT LAYOUT IS AS SHOWN ON W SCALE PLANS. FOR BUILDING DIMENSIONS, REFER TO 1/8" SCALE OVERALL BUILDING FLOOR PLANS. 8. GENERAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL CONTRACTOR S FOR ALL RESPECTIVE OPENINGS, AS REQUIRED, INCLUDING MAINTAINING FIRE RATED ASSEMBLIES. 9. FOR MATERIALS AND FINISHES, REFER TO FINISH SCHEDULES ON THIS SHEET. 10. TYPE "X" 5/8" THICK GYPSUM BOARD SHALL BE USED AT RATED WALL CONSTRUCTION INCLUDING BEARING WALLS. TYPE "C" 5/8" GYPSUM BOARD SHALL BE USED AT CEILINGS. REFER TO ILL ASSEMBLIES. 11. ALL CEILING ASSEMBLIES ARE TO BE MIN. 1 HOUR FIRE RATED CONSTRUCTION WITH DAMPERS AT ALL DUCT PENETRATIONS. REFER TO MECHANICAL DRAWINGS. 12. ALL WALLS WHICH FORM PERIMETERS OF DWELLING UNITS AND ALL LOAD BEARING WALLS SHALL BE MIN. 1 HOUR FIRE RATED UL-U305 OR UL-1,1314 ASSEMBLY. NON -LOAD BEARING INTERIOR PARTITIONS WITHIN DWELLING UNITS DO NOT REQUIRE FIRE RATING. 13. USE MIN. 3/8'OSB AT ALL ATTIC DRAFT STOPS. 14. REFER TO STRUCTURAL FOR ALL WINDOW AND DOOR HEADER SIZES. 15. CONTRACTOR TO PROVIDE: (1) 12" WOOD SHELF AND ROD IN ALL ENTRY CLOSETS, (1) 12" WOOD SHELF, ROD, AND VERTICAL SHELVING IN BEDROOM CLOSETS, (1) 12" WOOD SHELF AT LAUNDRY, (5) 12" DEEP WOOD SHELVES IN LINEN CLOSETS, AND (5) 18' DEEP WOOD SHELVES IN PANTRY. PROVIDE SHELVES IN BATH ROOM AS SHOWN. REFER TO DRAWINGS. 16. REFER TO STRUCTURAL DRAWINGS FOR INTERIOR BEARING WALL MEMBER SIZE AND SPACING. 17. FLOOR TOPPING TO BE 3/4" GYPCRETE 2000 OR APPROVED EQUAL. CONTRACTOR TO ADJUST STAIR RISER HEIGHTS AND DOOR HEADER HEIGHTS ABOVE SUB -FLOOR ACCORDINGLY. 18. CONTRACTOR TO PROVIDE PAPER FACED INSULATION FOR ALL EXTERIOR WALLS. PROVIDE TYVEK VAPOR BARRIER ON ALL EXTERIOR WALLS. 19. ALL WALLAND CEILING GYPSUM BOARD TO BE SMOOTH FINISH COATING. REFER TO FINISH SCHEDULE FOR SHEEN. 20. PROVIDE WASHERAND DRYER HOOKUPS IN ALL UNITS AS REQUIRED TO MEET OR EXCEED APPLICABLE CODES. 21. DWELLING UNIT SEPARATION WALLS OF APARTMENT UNITS SHALL BE MIN, ONE HOUR FIRE RATED CONSTRUCTION. 22. PROVIDE WOOD BLOCKING SUPPORT AS REQUIRED. INCLUDING, BUT NOT LIMITED TO: ALL LOCATIONS FOR GRAB BARS IN ALL UNITS AND AT ALL STAIR RAILS, SUPPORT FOR SHEATHING EDGES NOT ON FRAMING, KITCHEN WALL CABINETS ON ALL FLOORS, AND AT TV WALL LOCATIONS. 23. PROVIDE R-13 (3 %°) MIN. ACOUSTIC BATT INSULATION IN ALL DWELLING UNIT SEPARATION WALLS. IN CEILINGS PROVIDE R-13 (3 %") MIN. ACOUSTIC BATT INSULATION AT LOCATIONS WHERE OCCUPIED SPACE ABOVE HAS A HARD FLOOR SURFACE. PROVIDE R-19 (51/2") MIN. PAPER FACED THERMAL BATT INSULATION IN EXTERIOR WALLS. PROVIDE R-30 (9") MIN. IN CEILING ABOVE GARAGES. PROVIDE R-38 (11") MIN. IN CEILING BELOW ROOF AREAS. 24. ALL LIVING UNITS SHALL BE CONSTRUCTED TO COMPLY WITH OBC ADAPTABLE UNIT TYPE "B" REQUIREMENTS, UNLESS DESIGNATED ADA ACCESSIBLE UNIT TYPE "A" IN UNITS LOCATIONS SHOWN. 25. PROVIDE CONTROL JOINTS IN CORRIDOR GYPSUM BOARD CEILING 30 FEET O.C. WITH RESILIENT CHANNELS, TYPICAL. 26. STRUCTURAL MEMBERS SUPPORTING MORE THAN ONE FLOOR SHALL BE INDIVIDUALLY PROTECTED BYA ONE -HOUR FIRE RESISTANCE RATED ASSEMBLY. GENERAL NOTES - ACCESSIBILITY ALL DWELLING UNITS SHALL COMPLY WITH THE FOLLOWING: 1. THE HEIGHT OF THE WATER CLOSET SHALL BE AT LEAST 15" AND NO MORE THAN 19" MEASURED TO THE TOP OF THE TOILET SEAT. 2. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A BRAG BAR OR HANDRAIL SHALL BE 1.1W TO 1-1/2". 3. THE STRUCTURAL STRENGTH OF GRAB BARS, BATH TUB SEATS FASTENERS AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS 3.1. BENDING STRESS IN A GRAB BAR OR SEAT INDUCES BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF 250 LBF SHALL BE LESS THAN THE ALLOWABLE STRESS OF THE MATERIAL OF THE GRAB BAR OR SEAT. 3.2. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF 250 LEE SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAR. IF THE CONNECTION BETWEEN THE GRAB BAR AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL BE TOTALED FOR THE COMBINED SHEAR STRESS, WHICH SHALL NOT EXCEEDED THE ALLOWABLE SHEAR STRESS. 3.3. SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF 250 LEE SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER IS THE SMALLER ALLOWABLE LOAD. 3.4. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF 250 LEE PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF 250 _BF SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL AND THE SUPPORTING STRUCTURE. 3.5. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. TYPE'B' ACCESSIBLE UNIT ALL UNITS NOT DESIGNATED AS TYPE W PER BUILDING FLOOR PLAN SHEETS A2-101 THRU A2-104B 1. PRIMARY ENTRANCE DOOR HARDWARE TO BE LEVER TYPE. LOCKING MECHANISM TO BE ACCESSIBLE PUSH BUTTON TYPE PER ANSI 1003.5 2. ALL THRESHOLDS TO BE 1/2" MAXIMUM CHANGE IN LEVEL FROM TOP OF THRESHOLD TO FINISHED FLOOR. PATIO SURFACE SHALL BE 4" MAXIMUM BELOW FLOOR LEVEL OF ADJACENT INTERIOR SPACE 3. TOILET CENTERLINES SHALL BE 18" (MIN.) FROM WALL MEASURED FROM FACE OF DRYWALL. 4. PRIMARY ENTRANCE DOOR SHALL BE 36" WIDE AND HAVE 18" (MIN.) PULL SIDE CLEARANCE. 5. INTERIOR UNIT PASSAGE DOORS SHALL BE 34" WIDE (MIN.). 6. INSTALL BLOCKING FOR FUTURE GRAB BARS ATTOILETS AND TUBS 74 A WOULPEPT ARCHITECTURE tNCINEERINGIcEoaPATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 09 no u IM L mfm=j E cam Qlssuanees: eev neacmnieN Mae 0 Issued For Building 2 Review 10/05/18 1 ASI#4 12/21/18 2 Issued For Building 2Permit 05/01/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: UNIT PLANS SCALIL: 1/4' = 1'-U FYAEA [lip 1 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 f� 2 N Oi a 3 120 m C m K E 0 .c U 2 a a PEDANT LIGHTS CENTRERED OVER ISLAND COORDINATE WITH ELECTRICAL DRAWINGS 6'-4. GRANDITE COUNTERTOP PNTD. 1/2" x 7-IW WD. TRIM 11/2" 112" ELECTRICAL RECEPTACLE PNTD. 1/2" x 5-1/2" WD. TRIM PNTD.GVP.BD. 6'-21/4" (FINISH) KITCHEN ISLAND ELEVATION JI:HLt: 3/3" = l'-O BATHROOM ACCESSORY SCHEDULE NO. DESCRIPTION BAi GENEVA-24"TOWEL BAR BA2 GENEVA-DOUBLE ROBE HOOK BA3 GENEVA-TOWEL RING BA4 GENEVA -TP HOLDER BA5 CURVEDSHOWERROD '-2" LL < 1'-1" MINIMUM 14 PAINTED 1x WOOD CONTINOUS 1x4 CLOSET SHELF PAINTED WOOD CLEAT V DIAMTER NUTMEG. COLORED STAINED WOOD CLOTHES l\ WALL PROVIDE HANGER ROD BLOCKING I I I 3/4" THICK W000 � INTERMEDIATE BRACE WITH 1x4 CLEART FOR ---i SHELF AND ROD AT CENTER 13 UNIT -DETAIL - CLOTHES ROD/SHELF SCALE: 3" = V-U NOTES: A. PROVIDE BLOCKING IN WALL PER PLANS FOR SHELVES O W W W e w w w 2'- 0" BEVELED GLASS MIRROR PAINTED WOOD TRIM < NOTES: A. PROVIDE BLOCKING IN WALL FOR MIRROR B. BASIS OF DESIGN; MAJESTIC MIRROR 24" x 48" DARK CHOCOLATE WITH 3" FRAME WITH SQUARE/SMOOTH FINISH h &GLASS AFF MIRROR ELEVATION SCALE: 314" = V_W NOTES: A. PROVIDE BLOCKING FOR SHELVING UNIT, SHELVES 8 ROD CLOTHES ROD WOOD SHELF ADJUSTABLE PAINTED 1x SHELVES PAINTED 12" D WD. SHELVING BASE AT SHELF TO MATCH WALL BASE r12 CLOSET ELEVATION A2� SCALE: 3/8" = 1'-0" PAINTED ix2 WOOD SHELVING (TYPICAL) COUNTINOUS PAINTED 1x3 WOOD CLEATS (TYPICAL) PURSE SHELI REFER TO 11/A2-003 PENDANT LIGHTS CENTERED OVER ISLAND - COORDINATE WITH ELECTRICAL DRAWINGS T-3" J2'- 3I4" 11/2"ELECTRICAL RECEPTACLE PNTD. 112" X 7-1/4"WD. TRIM WOOD BASE 2.-0, 3 KITCHEN ISLAND ELEVATION A4401 SCALE: 3/8" = 1'-0" PEDANT LIGHTS CENTRERED OVER ISLAND FILLER AS REO'D COORDINATE WITH ELECTRICAL DRAWINGS RECEPTACLES PER ELECTRICAL DRAWINGS (TYP.) 6'-4" GRANITE GRANITE COUNTERTOP — SINK COUNTERTOP AND 4"BACKSPASH po 0 DW T-V 2'-V 1'-1" - 811" 1 1/2" ELECTRICAL RECEPTACLE WINE CANBINET FALSE DOOR FRONT KITCHEN ISLAND ELEVATION A2-401 SCALE: 318" = 1'-0" V-5" 1'-T 12'-0" 2'-6" 2'-6" MICROWAVE RANGE HOOD - 'O 1'-6" 2-6" 2'-6" 2'-6" Y-T 9' - 0' --- KITCHEN ELEVATION { JIJALL: 3/a-= T-<T SWITCH FOR RANGE HOOD PER ELECTRICAL DRAWINGS FRAMED MIRROR- j LIGHT FIXTURE - SEE CURVED SEE DETAIL 8/A2403. LIGHT FIXTURE SEE ELECTRICAL DWGS SHOWER HEAD SHOWER ELECT. DWGS FRAMED MIRROR - SEE ROD DETAIL 8/A2403. WD BLOCKING IN /// -41 BA3 __ _______ WALL AT BOTH -- - -- ENDS FOR ROD BA5 WD. BLOCKING FOR FUTURE GRAB BAR ii / BA1 BA3 GFI RECEPTACLE- WD. BLOCKING FOR FUTURE GRAB BAR INSTALLATION II BA3 BAl ii GFI RECEPTACLE - SEE ELEC DWGS INSTALLATION SEE ELEC DWGS 3/8• 65/8" i1 BA2 ui-0" 1'-2" 11 ,. o LJ ro 7J7JJ _ k f✓// e � BA4 a c m BA4 N TUB BA4@B2-B2 t'-6" v-l0" 2'-6" p'_g" V-6" I V-6" - T-0, - ONLY BATHROOM ELEVATION Js� BATHROOM - ELEVATION - SINGLE VANITYELXEVA�TION SINGLE VANITY BATHROOM ELEVATION - DOUBLE VANITY A2401 SCALE: 318" = 1'-0" A2 401 SCALE: 3/8" = 1'-0" A&402 SCALE: 318" = 1'-0" IEADER - SEE TRUCTURAL. FINISH :EILING W/(1) LAVER 5/8" YPE C GYP. BD I I NOTES: A. PROVIDE BLOCKING IN WALL FOR SHELVES FACE OF WAL PER PLANS �q 3cm POLISHED GRANITE SLAB PLAN FACE OF WALL PER 2cm POLISHED FACE OF WAL PER PLANS PLANS GRANITE BACKSPLASH 3cm POLISHED GRANITE SLAB 3cm POLISHED GRANITE SLAB 1" 1" PAINTED 518" FINISHED BOX GYPSUM BOARD PANEL SUPPLIED BY ON 6" WOOD CABINET SUPPLIER w STUDS AT m ON CENTER BASE TO MATCH WALL BASE i 2--0' 3cm POLISHED GRANITE SLAB 1x4 WOOD APRON 2x3 BLOCKING n T-0" UNLESS ONTED OTHERWISE 2cm POLISHED GRANITE BACKSPLASH 3cm POLISHED GRANITE SLAB POLIDIAM HOLE ix4 WOOD APRON BY CABINET SUPPLIER ELEVATION "A" ELEVATION "B" ix2 FLOOR CLEAT- — ANCHOREDTOFLOOR UNIT=TYPICAL PURSE SHELF DETAILS 10 UNIT-DESK/SIDE - WALL ELEVATION SCALE: 3/4" = VU CONCE- SEE ELEC. DWGS. DDRESS PLATE lijuijT_TVoLICAL LINEN CLOSET DETAILS 17 TYPICAL UNIT ENTRY ELEVATION RELEASED FOR CONSTRUCTION) A2403 SCALE: 112" = 1'-0" Subject to compliance with all regulations of State and Local Codes City of Carmel 17 n A2-003 1s TYPICAL UNIT ENTRY PLAN DETAIL 401 SCALE: 1/2" = 1'-0" SCALE: 3/4" = V-0" PURSE SHELF - REFER TO DETAIL 11 IA2403 1'-8" MIN. 6-31/8" TOFRAMING 15\ TYPICAL UNIT ENTRY 401 SCALE: 1/2" = 1'-0" x8 BLOCKING LUSH W/ FACE )F STUDS tECEPTACLE AND kV/TV OUTLET IOXES �ssBLOCKING FOR TV BRACKET J SCALE: 3/8" = 1'-0" 3 518t' STUD OR 7 5/8" CMU WALL BRACKET a a FIRE W O EXTINGUISH x 0 x ER CONTROL _N � 51r w FIRE Z�y EXTINGUISHER O ¢ Y 3F-FOz W ZW�LL O FWS0 0=vew6LL iWZW MO 8 WALL y �¢w 0 M Z Qz<i 2 < FLOOR E: 8 W ZQ—W fw al ZW¢O> <o D Q WALL BRACKET SECTION Q FIRE EXTINGUISHER CABINETS NOTES: A. SEMI -RECESSED B. PREFINISHED 20-GA COLD -ROLLED STEEL 21/2" C. PROVIDE GLASS BREAK D. WALL BRACKETS B FIRE EXTINGUISHERS CABINET SECTION DER SPECIFICATIONS E. PROVIDE APPROPRIATELY RATED FIRE EXTINGUISHER CABINET IN RATED WALL/ASSEMBLIES TYPICAL FIRE EXTINGUISHER CABINET & BRACKET MOUNTING DETAILS SCALE: 314" = 1'-0" \AI WOULPERT 1RERREETNR jER41REERIRemrEeaPRTILL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D C B n� W O W -� J K Fz V) m o O c � 010 my W `O r c O c 1— N N NE 0 U m U Q Issuances: REv oEBORPng1 Mrs 0 Issued For Building 2 Review 10/05/18 1 ASI#4 12/21/18 2 Issued For Building 2Pennil 05fol/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: INTERIOR ELEVATIONS AND DETAILS FYZA 111K] DATE: 10/31/19 2 3 El 5 N ►I n F fi 2 U tY Q N Oi C c 3 m 9 M v C m E 0 .E 2 0 � a` a BATHROOM ACCESSORY SCHEDULE NO. DESCRIPTION SA1 GENEVA-24"TOWEL BAR SA2 GENEVA-DOUBLE ROBE HOOK SA3 GENEVA-TOWEL RING SA4 GENEVA-TP HOLDER SA5 CURVED SHOWER ROD GRAB BAR (6 INSTALLED II FUTUREI LOCATE GRA (BLOCKING)' LEDGE OF11 HEAD END'NALL PENDANT LIGHTS CENTERED OVER ISLAND -COORDINATE WITH ELECTRICAL DRAWINGS GRANDITE COUNTERT( ELECTRICAL RECEPTACL WINE RACK BASE CABIN PNTD. 1/2" X WD. TRIM urL�PleIL'bY a TYPE A KITCHEN ISLAND A2-402 SCALE: 3/8" = V-0" GRAB BAR INSTALLE( FUTUREI GRAB BAR BLOCKING ACCESSIBLE BATHTUB W/O PERM SEATS SCALE: N.T.S. BACK WALL 3 BACK WALL 0 z o� N 4'-0" PENDANT LIGHTS CENTERED OVER ISLAND - COORDINATE WITH ELECTRICAL DRAWINGS R•-7" GRANDITE COUNTERT( PNTD. 1/2" x WD. TRIM ELECTRICAL RECEPTACL PNTD. 1/2" x WD. TRIM 19CIU1[H791 3 TYPE A KITCHEN ISLAND A2-402 SCALE: 3/8" = 1'-0" GRAB BAR (MAY BE INSTALLED IN THE FUTUREI GRAB BAR BLOCKING REOD LOCATE GRAB BAR (BLOCKING) TO FRONT LEDGE OF TUB CONTROL END WALL NOTES: i. TYPE W ACCESSIBLE BATHRRS TO MEET ICGANSI A117.1-2009 SECTION IM4.11,313, 2. GRAB OARS ARE NOT REQUIRED. REINFORCEMENT SHALL BE PROVIDED FOR fUTURE INSTALLATION OF GRAB BARS. 3. IF PROVIDED, GRAB BARS SMALL BE I-11Y DIAMETER W11-1f2' CLEARANCE FROM WALL 4.TYPE'B ACCESSIBLE BATHTUB AREAS IN DWELLING UNITS ARE DESIGNED WITH CLEAR FLOOR SPACES IN ACCORDANCE WITH IWANSI REQUIREMENTS IBASED ON APPROACHI. 5. TUB CONTROLS TO BE LEVER TYPE. 4'-0" PENDANT LIGHTS CENTERED OVER ISLAND - COORDINATE WITH ELECTRICAL DRAWINGS 6'- 7' GRANITE COUNTERTOP SINK 1 1/2"y FALSE DOOR FRONT WINE CABINET 1'-1" o 'O i nDW 2'-0" T-0" 112"SUPPORT (REMOVEABLE) PANEL 6'-4" 1 12" 1 1/2" SUPPORT PANEL z TYPE A KITCHEN ISLAND 9402 SCALE: 3/8" = V-0" KNEE PROTECTION FINISH TO MATCH CABINETRY TYPE A VANITY SECTION A2404 SCALE: 3/8" = 1'-0" FILLER AS REO'D RECEPTACLES PER ELECTRICAL DRAWINGS (TYP.) GRANITE COUNTERTOP AND 4"BACKSPASH 1r-112" 1 1/2' FILLER 1'-6" 2'-6" 2'-6" 2'-6" 3' 0. 0 .J 4 �1 d RANGE HOOD T [=oaa— — �McMg1D REF �V-6" 7-6" 7-6" 2'-60 S-0" lAt WOULPERT 1RERITMURE INe I NEERINSjSEOSPITILL 7635 Interactive Way Suite 100 G Indianapolis, IN 0 46278 317.299.7500 FAX: 317.291.5805 to SWITCH FOR RANGE HOOD PER ELECTRICAL w DRAWINGS COUNTERTOP N MICROWAVE -(REMOVEABLE)l 1 12" SUPPORT PANEL 9'-112" F 1 TYPE A KITCHEN ELEVATION A2-402 SCALE: 3/8" = V-0" r-5" _r-5" 17TYIII�1 LIGHT E -SEE ELECTRICALRICAL DWGS ELECTRICAL LE FRAMEDMIRROR- / SEE DETAIL 8/A2-403 WD. BLOCKING FOR FUTURE BAi GRAB BAR INSTALLATION r-6• 11-3• 1 V-6• TYPE A BATH ELEVATION - SINGLE VANITY SGALI=: 418" = 1'-0 L7 II) Ly n/ W E U � Q Issuances: NEV DESCRI"M Mrs 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2Permit 05/01/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: INTERIOR ELEVATIONS AND DETAILS - TYPE A RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Carmel DATE: 10/31/19 FYAEA 1 I 2 I 3 I 4 I 5 I 6 I 7 1 8 1 9 R E1 2C STAIR PLAN - FLR 03 -103 SCALE: 114" = 1'-0" c1 213 STAIR PLAN = FLR 01 A2-101 SCALE: 1/4"=1'-0" C6 ' 2-41 SEE GARAGE PACKAGE C i� ' . ■ .. 1111�11111� L r C NEW METAL PAN STAIR IN EXISTING 2-HR RATED CMU ENCLOSURE I RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and heal Codes STAIR PLAN = GARAGE City of Camlel E: 1/4" = 1'-0" DATE: 10/31/19 E3 2C STAIR PLAN = FLR 04 -104 SCALE: 1/4" = 1'-0" 71 c2B STAIR PLAN -FLR 02 A2-102 SCALE: 1/4"=1'-0" CB 2-01 I II E NEW WOOD STAIR __ --- FROM F.F. PODIUM ------- TO FLR. 04 --_ ___ SB 2A ----- 2A 2B 8B U847'-4'p c62-01 L A3 2A STAIR PLAN - FLR 01 A2-101 SCALE: 1/4"='I'-0" D6s 3VT 471 6E — MECH a l l P lU 5551 6F STAIR 302 _ 03 C z-01 873-4 LANDING �I 42' H. GUARDRAIL (cb) 213 STAIR PLAN = FLR 03 2.103 SCALE: 1/4"=1'-0" CB 241 A4 2A STAIR PLAN = FLR 02 A2-102 SCALE: 1/4"=1'-0" EXISTING 2-HR RATED CMU cs 2A STAIR SECTION ENCLOSURE AL- UZ bL;ALL: 1/4.. = l._U.. cfi 2A STAIR SECTION A2-410 SCALE: 1/4"=1'-0" ■ie 9b 8 LANDING STAIR 404 2B A8 2A STAIR PLAN = FLR 04 12-104 SCALE: 1/ - '-0" WO®LPE LET ARCNITEULMEj:NG I NEERm616EOSPATILL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E W D `E i W W E U C J J �^1 W � '0'^ V ) m oOc m > Q) m o Q N € a my �^ \, Una c � W � `o m C O C L N N U `ca B m S Qlssuances: REV oBCNI"M ONCE 0 Issued For Building 2 Review 10ID5/18 1 Issued For Building 2 Permit 05/01/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: ENLARGED STAIR PLANS AND SECTIONS j► Sri] 1 1 z 1 3 1 4 1 5 1 6 1 7 1 8 1 9 R RELEASED FOR CONSTRUCTION Subject to compliance with all regulations 2C SECTION of State and Local Codes /4" = 1'-0" City of Carried DATE: 10/31/19 m. PAINTED METAL GUARDRAIL, HANDRAIL AND BALUSTERS PAINT EXPOSED SURFACES OF WOOD STRINGER Roof Truss GYP BD CEILING UNDER LANDING AND STAIR RISERS. TRIM EXPOSED EDGES WITH J BEAD A3 STAIR 2C SECTION A2410 SCALE: 1/4" = 1'-0" a a EDGE OF LLI AT CORRIDORDOR ow w ow of OI HANDRAIL, BOTH 3/4" GYPCRETE ON w SIDES OF CORRIDOR 3/4" OSB SUBFLOOR O' w��e -01 " .. ....N ° " Floor 01 - — — — — — 849' -_ 1 N RAMP LANDING — _ _ _ _ _ _ _ _ _ 847, -- 10" \1 F.F. Podium V It 847 a, TR Podium 4" RIGID INSULATION 1 646' - 8" 4" POURED CONCRETE EXISTING STRUCTURAL 2x6 WOOD STRINGER 2x WOOD SLEEPERS SLAB, REFER TO SLAB AND JOISTAT 16" OC @ 16" OC STRUCTURAL DRAWINGS SECTION THRU RAMP A SCALE: 3/8" = 1'-0" a HANDRAIL, BOTH oI SIDES OF CORRIDOR qa 0 oI w 3/4" GYPCRETE ON 1' 0" 3/4'OSB SUBFLOOR w F-D" 5'-0" m ino RAMP LANDING 847' - 10� STIR Podium 846' - So 4" RIGID INSULATION EXISTING STRUCTURAL 2x PT WOOD SCHLUTER KENO -RAMP K 4"POURED CONCRETE SLAB SLAB, REFER TO SLEEPERS @ 16" OC TRANSITION STRIP OR STRUCTURAL DRAWINGS EQUIV. TION THRU RAMP B /R•• = D.n.1 IAi WOULPERT 1RERITEffieE IEND I NEERINSiSEOSPITILL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E mf--+ n� W D E cam nO W n� W E U � C J '- J row W � U 0 0 N Ea C C U � � NE �U B Q Issuances: REv DMMI" I none 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2Permit 05/01/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: STAIR SECTIONS A2=411 2 3 0 5 G 7 0 Of 2 U K Q N Oi C c 00 O m v C m E 0 .E U 2 O a a LINE OF WALL BEYOND STAIR STEPS BEYOND SHOWN DASHED 3(4" GYPCRETE (TYPICAL) ON 3/4" OSB ROUGH FLOOR ON FLOOR FRAMING PROVIDE GYPCRETE DAM AT LANDING WOOD FRAMING - REFER TO STRUCTURAL DWGS. VINYL BASE AT LANDING AND TREADS (TYP.) 1 112" METAL HANDRAIL PAINTED —J r J r J i J JI r — — — — — — J REFER TO INTERIOR DESIGN DOCUMENTS FOR FINISHES 11/20 THICK WOOD TREAD D i 5/8" GYPSUM WALLBOARO� FIRE RESIST. WOOD STRINGER REF. TO STRUCTURE STAIR TO LANDING DETAIL SCALE: 1 1/2" = 1'-0" STAIR DOOR FRAME BEYOND BASE AS SCHEDULED 2x FRAMING - REFER TO STRUCTURAL DWGS. 5/8" GYPSUM WALLBOARD FIRE RESIST. CARPETED STAIR TREAD CARPET ON 34" PLYWOOD RISER (TYP.) 314" GYPCRETE (TYPICAL) ON 314" OSB ROUGH FLOOR ON FLOOR FRAMING 01 STAIR TO CORRIDOR WALL DETAIL A4A11 SCALE: 11/2"=1'-0" STAIR STEPS BEYOND CONT. DRYWALL METAL B1 STAIR GUARDRAIL DETAIL SCALE: 1 1 /21,= 1'-0" 1114" PAINTED RAIL. 'IDE 1/2" DIAM. STERS AT 4" ENTER MAX. BOARD CARPETED STAIR TREAD 1 1/2" THICK WOOD TREAD 11 3/4" GYPCRETE (TYPICAL) ON 3/4" OSB ROUGH FLOOR O i- ON FLOOR FRAMING 00 CARPETED RISER m y ON3/4"PLYWOOD ww< RISER (TYP.) w y WOOD STRINGER i RUBBER BASE AT LANDING — — — — AND TREADS (TYP.) STAIR STEPS i BEYOND SHOWN DASHED �� WOOD FRAMING - REFER TO STRUCTURAL DWGS. i CONT.— DRYWALL i 518" GYPSUM WALLBOARD METAL CORNER / �� FIRE RESIST BEAD � JI STAIR TO LANDING DETAIL SCALE: 1 1/2" = 1'-0" BASE AS SCHEDULED 3/4" GYPCRETE (TYPIC ON-3W"--OSB8000H FLOOR ON FLOOR FRAMING WOOD FRAMING - REFER BATT INSULATION J-CYJII� DWGS.TO STRUCTURAL D3 LANDING @ WALL J SCALE: 1 1/2" = 1'-0" 5/8" GYPSUM WALLBOARD FIRE RESIST. 1 1/2" THICK WOOD TREAD 3/40 PLYWOOD RISER (TYP.) WOOD STRINGER 5/8" GYPSUM WALLBOARD FIRE RESIST. 2x4 PT WOOD KICKER ANCHOR TO GONG. It* PAINTED STRINGER z 4 WHERE EXPOSED r O h IS ww� r BASE AS ¢ wrw 2 � " I SCHEDULED Fs STAIR TO CONC, SLAB DETAIL 411 SCALE: 1112"=1'-0" (2) LAVERS 5/8" F.R. GYP BD. TO PROVIDE 2- WALL ASSEMBLY STAIRS OFFSET FRAMING 118" TO ALIGN FINISH GYP. BD, CORRIDOR Ds TYPw STAIR WALL OFFSET SCALE: 3" = 1'-0" 5/8" F.R. GYP. BD SOUND BATT INSULATION 2 x 4 W D. STUDS ADDITIONAL STUD AS REQUIRED 1/2" GYP. BD. FIRE BLOCKING AT 10' MAX HORI2. AND VERT. 5/8" F.R. GYP. BD. ON 1/2" RESILIENT CHANNELS AT 24" O.C. CARPETED STAIR TREAD OVER 11/2" WOOD TREADS REFER TO INTERIOR PACKAGE CARPETED RISERS OVER 3/4" PLYWOOD RISERS REFER TO INTERIOR PACKAGE TREAD/RISER DETAIL S(;ALt: 1 112" = 1'-U 1 LAVER FIRE- 23/4" RATED GYP. BD. 1 1/4" 0 METAL HANDRAIL PAINTED E•7i6YN:7�4r6'�� METAL WALL BRACKET ANCHOR BRACKETS AT 48" O.C. ATTACH W/ 2 3/8" OIA. SCREWS (MIN.). 2x BLOCKING 3y 08 TYP, WALL BRACKET 411 SCALE: 3" = 1'-0" 518" TYPE W GWB WOOD STRINGERS, REF. STRUCTURE Ile] F E u Ile] 1RERITECTnRE INC I NEERINSjSEOSPITILL 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 E Omit ^_0, W U _J J �^1 W IU Of F= U) 0 �I♦ 0 � c m W Q) N m Em my o c N N m E U co U Q Issuances: REv nEseRI"M are 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2Permit 05/01/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: STAIR DETAILS RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes \ City of Carmel (} `�111(RW \Ia,IU'a1pAAL DATE: ` 10/31/19 E 3 0 5 C 7 0 fi 2 < Q N m 00 9 tz m 0 U 2 O a a` ENLARGED ELEVATOR PLAN - FIRST FLOOR SCALE: 112" = 1'-0" ENLARGED ELEVATOR PLAN - PARKING SCALE: 1/2" = V-0" Al la 2-01 B 0 9'. 01/W JG 2 HR RATED NCLOSURE ENLARGED ELEVATOR PLAN- FLOORS 2 THRU 4 SCALE: 1/2" = 1'-0" NOTE: - COORDINATE SUMP DISCHARGE WITH PLUMBING DRAWINGS BOTTOM OF ELEVATOR PIT PITCH FLOOR --,� TOWARD SUM EXISTING CONCRETE FOUNDATION WALLS i Z-0" SPLIT -BULB WATERSTOP-TYP. AT POUR JOINTS SHEET MEMBRANE WATERPROOFING FLUSH MOUNTED SOLID 3/4" METAL COVER PLATE W/ 2"z2"z3/8" ANGLE FRAME -ALL MATERIAL GALVANIZED. PROVIDE OPENINGS FOR PIPES AND ELECTRICAL CONNECTION AS REQD. :a1wIre] 7ala Zw7.to] •- SEE STRUCTURAL FOR SIZES OF FOOTINGS 8 FOUNDATION WALLS ELEVATOR SUMP PIT DETAIL1 SCALE: 1/2" = l'-U 2'-0" 1 RETURN STEEL PLATE TO WALL 0 3"X1/2" STEEL PLATE SIDE RAILS 100'-0" Y C 3X3.5 RUNG @ 12" O.C. 3'X8'X3/8" BENT PLATE, WELD TO LADDER FLAT PLATE, BOLT TO WALL WITH 3/8" EXPANSION ANCHORS L3"X4"X3(8" BOLTED TO CONCRETE SLAB PIT BOTTOM NOTE: THE AUTOMATIC DOOR REOPENING DEVICE IS ACTIVATED IF AN OBJECT PASSES THROUGH EITHER LINE A OR LINE B. LINE A AND LINE B REPRESENT THE VERTICAL LOCATIONS OF THE DOOR REOPENING DEVICE NOT REQUIRING CONTACT. ELEVATOR ENTRANCE - TYPA 5GALt: 1/4" = l'-U DS ELEVATOR HEAD DETAIL SCALE: 1 112" = 1'-0" DOORSILL REINFORCED CIVIL BOND BEAM, SEE STRUCTURAL ELEVATOR DOOR FRAME,GROUTED SOLID ELEVATOR DOOR GROUT CELL SOLID, REFER TO STRUCTURAL DRAWINGS ELEVATOR DOOR FRAME, GROUTED SOLID ELEVATOR DOOR ELEVATOR JAMB DETAIL SCALE: 1 1/2" = 1'-0" ELEVATOR DOOR FRAME BEYOND ELEVATOR DOOR REINFORCED CONCRETE FLOOR, SEE STRUCTURAL UNDERSLAB VAPOR RETARDER (SELF- _ , ADHERING WATERPROOFING MEMBRANE) REINFORCED CONCRETE WALL AND FOUNDATION, .EEXTEND WATERPROOFING 1'-0" BEYOND PIT REFER TO STRUCTURAL WALL ALL SIDES AND OVERLAP UNDERSLAB DRAWINGS MEMBRANE MIN. 6" PROTECTION BOARD OVER WATER PROOFING MEMBRANE @ PIT WALLS, TVP. L — KEYED JOINT IN CONCRETE° FOUNDATION WITH CAST IN PROVIDE PLACE WATERSTOP WATERPROOFING AT � ALL SIDES OF ELEVATOR _ PITWALLSAND '_ ^ FOUNDATION . , ,a. r- I G F E u Ile] 1RERITMURE INe I NEERINSjSEOSPITILL 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 E 0 U � J•� J af IU F= U) m o O c Q N mo € m my W C O N F^ C C o a) m � U Q Issuances: REV DENCRI M Mrs 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2Permit 05/01/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: ELEVATOR PLANS AND DETAILS RELEASED FOR CONSTRUCTION Subject to compliance with all regulations ,EVATOR PLAN - PIT of State and Local Codes City of Carmel DATE: 10/31/19 NORTH A5 ELEVATOR LADDER SCALE: 1/2" = 1'-0" A8 ELEVATOR SILL DETAIL SCALE: 1 1/2" = 1'-0" 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 R w U tY Q N m 9 O m O v ro K E c U O 2 a a rFloor( 872' - SEE STRUCT. )WGS MATCH LINE A -A SEE A4/A2.414 PROTECTION CONTINUE RC AND OVER PA PROM CONTIh AND O\ 60 MIL I ADHER MEMBF OSB RC REFER DRAWII ILL DE V I I I I I I I I I I I I I I I I I I I I I I I I I _ _ _ _ _ nc,1^11a EXIST RATED ZUCTION AT OPENING 'ARATION FOR OR DOOR ROOF i ING, rURAL R-19 1G UP ET FIoFloor 01 n 8- 10" STAIR LANDING - SEE DETAILS ON SHEET A2-412 F.F. Podium � 847' - 4 STIR Poamm s W.-8" EXISTING CMU SHAFT — _ Parking n �— 833' - 8" V r-: It A WO®LPERT IRCRITEETYREj NGINEERIN6l6EMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E W D E nO W W E U C J '- J �^1 W � V rUn / m oO Qum m N �� cC C � o U 120 m so B Q Issuances: REv oacRMON MTe 0 Issued For Building 2 Review 10/05/18 1 ASI#4 1221/16 2 Issued For Building 2 Permit 05/01/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: ELEVATOR SECTIONS RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and local Codes VATOR SECTION City of Carmel 1/21,= 1'-0" '"1 DATE: 10/31/19 ELEVATOR SECTION SCALL: 1/2" = 1'-U ELEVATOR SECTION SCA l 1/2" = 1'-U' FYZAiiEI 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 R PLAN DETAIL SCALE: 1 1 /21,= 1'-0" RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Calmed 1,"IU DATE: 10/31/19 ELEVATION COURSING DETAIL WITH VERTICAL STACKED BOND REVEAL FIBER CEMENT SMOOTH - SIDING WITH REVEALS CONT. SEALANT AND — BACKER ROD WEATHER BARRIER OSB WALL SHEATHING, — REFER TO STRUCTURAL DRAWINGS BRICK VENEER, REFER IT ELEVATIONS FOR COLOR 5/8"-TYPE X GYPSUM BOARD BATT INSULATION, R-19- MINIMUM PRECUT WOOD STUDS, - REFER TO STRUCTURAL DRAWINGS 2 21/8" - �C"/ 5/g•�l� 21/8" V-03/8' NOTE: APPLIES TO FIRST FLOOR /�`31 PLAN DETAIL TY SCALE: 1 1/21,= 1'-0" BATT II R-19 M 5/8" TY GVPSL PARTITION TYPE 2A PARTITION TYPE BE PARTITION TYPE 2B PLAN DETAIL JGALt: 1 1/2" = T-U WEATHER BARRIER OSB WALL SHEATHING, — REFER TO STRUCTURAL DRAWINGS 2' DRAINABLE EIFS SVSTE PER MANUF'R, REFER TO BATT IRSGLATION, R-19— MINIMUM PRECUT WOOD STUDS, — REFER TO STRUCTURAL DRAWINGS Maw I9CIG1CUl:LO1I4 it BRICK VENEER, REFER T( ELEVATIONS FOR COLOR 5/8"-TYPE X GYPSUM BOARD BATT INSULATION, R-19— MINIMUM PRECUT WOOD STUDS, - REFER TO STRUCTURAL DRAWINGS OSB WALL SHEATHING, - REFER TO STRUCTURAL DRAWINGS WEATHER BARRIER 2" DRAINABLE EIFS SYSTE PER MANUF'R, REFER TO SEALANT AND) BACKER RI BRICK VENEER, REFER TI ELEVATIONS FOR COLOR 5 1/2" TYPICAL Fs PLAN DETAIL - 11 SCALE: 1 1/2" = T-0" CK VENEER, REFER ELEVATIONS FOR COLOR 3 WALL SHEATHING, :ER TO STRUCTURAL >WINGS :EBBED BRICK, SEE 4ND Cl-A/A2-314 ATHER BARRIER WOOD STUDS, 'O STRUCTURAL GS PARTITION TYPE 9A F7 PLAN DETAIL 2-10 SCALE: 1 1/21, = 1'-0" DRAINABLEEIFS SYSTEM 83/4" 21/8" PER MANUF'R, REFER TO 5O TYPE XGYPSUM CONT. SEALANT AND BOARD BACKER ROD BATT INSULATION, R-19 WEATHER BARRIER LNFDRAWINGS MINIMUM OSB WALL SHEATHING, PRECUT WOOD STUDS, REFER TO STRUCTURAL REFER TO STRUCTURAL DRAWINGS PARTITION TYPE 2B PARTITION TYPE SR 1/8" 1'-03/8" NOTE: APPLIES TO SECOND, THIRD AND FOURTH FLOOR F8 PLAN DETAIL -103 SCALE: 1 1/2" = 1'-0" WOULPERT 1RERITECTnREism I NEERINSjSEOSPITILL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D E cam nO W E U C J '— K IU V m 00 c 0 0 CV E� my ^, 0) U no c o c UN E m •- m B �U Q Issuances: REv nESCRI"M Mrs 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2Permit 05/01/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: PLAN DETAILS A2=501 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 10 VB' F4 El EPDM CUSTOM CURB FLASHING EPDM MEI TYPE EPDM REINFORCED CURB CORNER SIZES SIZE OF FINISHED CURB 7" 12" x 12" 13" 24" x 24" 19" 36" x 36" 25" 48" x 48" 37" 72" x 72" 31" 60" x 60" AD WELD AT INING LAP OF CURB ASHING (TYP.) !RTICAL T-JOINT )VER - TYP. .,JT EDGE SEALANT c1 ROOF CURB FLASHING DETAIL SCALE: 1" = 1'-0" STRAINER BASKET EPDM MEMBRANE COMPRESSION RING EPDM BONDING ADHESIVE 12" (ADHERED SYSTEMS ONLY) 1" MAX. o� INSULATION SUBSTRATE 1/2• MIN. CONTINUOUS BEAD OF WATERBLOCK RELEASED FOR CONSTRUCTION Subject to compliance with all regulations DRAIN DETAIL of State and local Codes =1'-0" City of Carmel DATE: 10/31/19 F3 �, EIFS CORNICE TYPE 3 ' SCALE: 3" = 1'-0" WOOD NAILER (SEE NOTES) EPDM MEMBRANE BONDING ADHESIVE CANT STRIP HD OR HD PLUS SEAM PLATE POSITIONED 1W MIN. BEYOND TOE OF CANT FASTENER AND HD HID PLUS SEAM PLATE AT STRIP OR O.C. X. SPLICE TAPE NOTES)� SINGLE IS NOT REQUIRED. WALL/CURB 3' SINGLE PLY QUICKPRIME PRIMER QUICKSEAM fi QUICKSEAM FLASHING PROTECTION BOARD SUBSTRATE fi' MAX. NOTES: 1. REFER TO MFR. WEBSITE FOR MOST 3. IN CASE OF OBSTRUCTION REFER TO BASE CURRENT INFORMATION. 2. MAXIMUM 6• LONG FASTENERS. 4. REFER TO QUICKSEAM LAYOUT DETAIL (NOTE: WOOD BLOCKING MAY BE SUBSTITUTED QUICKSEAM RFP STRIP LAYOUT. FOR INSULATION TO REDUCE FASTENER LENGTH REQUIREMENT). 1NIT=DETAIL AT PARAPET/WALL RA_�. �:1IBi1Ca1Y CONTINUOUS BEAD OF WATERBLOCK 4 FLASHING DETAIL A2-505 SCALE: 3" = 1'-0" FIELD FABRICATED MTL HOOD BY OTHERS (OPTIONAL). FASTNER SEAM PLATE @ 12" O.C. MAX. PRE -MOLDED EPDM — PIPE FLASHING 2" MIN. WELDED SPLICE WALU CURB (MASONRY / CONCRETE SUBSTRATE ONLY) CONTINUOUS BEAD OF HIGH GEADE SEALANT APPROPRIATE FASTENER 12" O.C. MAX. CONTINUOUS BEAD OF SEALANT TERMINATION BAR APPROPRIATE FASTENER 12" O.C. MAX METAL COUNTERFLASHING, 3" MIN FACE EPDM MEMBRANE CURB FLASHING BONDING ADHESIVE USE APPROPRIATE BASE TIE-IN CONTINUOUS BEAD OF AP SEALANT OR HIGH GRADE SEALANT CONTINUOUS BEAD OF ULTRAPLY EPDM SEALANT STAINLESS STEEL CLAMPING RING PIPE PENETRATION DETAIL SCALE: 3" = 1'-O EPDM BONDING ADHESIVE (ADHERED SYSTEM ONLY) EPDM MEMBRANE INSULATION SUBSTRATE EIFS CORNICE TYPE 4 ccnl F. 3" EXTERIOR INSULATION FINISH SYSTEM CONTINUOUS BEAD OF SEALANT FRY REGLET EPDM TERM BAR — REGLET SNAP LOCK FLUID APPLIED AIR BARRIER AS PART OF THE EIFS SYSTEM (SHOWN DASHED) FASTENER AND SEAM PLATE w EPDM FLASHING MEMBRANE a o CUT EDGE SEALANT °o EPDM FIELD MEMBRANE rc FLASHING DETAIL D8 EI scnl F- s" = 11-11" cc 1-1/4" HOT DIPPED GALVANIZED ROOF NAILS @ 12" O.C. MAX. WOOD NAILER INSULATED METAL CURB INSULATION FASTENER 12" O.C. MAX.W/EPDM SEALANT WOOD NAILER c6 ROOF CURB DETAIL A2-105 SCALE: 3" = 1'-0" e To 8• FIELD FABRICATED MTL HOOD BY OTHERS (OPTIONAL). FASTNER SEAM PLATE @ 12" O.C. MAX. PRE -MOLDED EPDM PIPE FLASHING WELDED SPLICE - PIPE PENETRATION DETAIL SCALE: 3" = 1'-0" R.T.U. EPDM 18" CURB FLASHING OR MEMBRANE EPDM BONDING ADHESIVE CONTINUOUS BEAD OF WATERBLOCK WELDED SPLICE EPDM MEMBRANE EPDM BONDING ADHESIVE INSULATION SUBSTRATE CONTINUOUS BEAD OF EPDM SEALANT STAINLESS STEEL CLAMPING RING EPDM BONDING ADHESIVE (ADHERED SYSTEM ONLY) EPDM MEMBRANE INSULATION SUBSTRATE ICE TYPE 2 EIFS CORNICE TYPE 1 SCALE: 3" = 1'-U" w OULPERT --�TT� 1RERITMURE INN I NEERINSISEOSPATILL 7635 Interactive Way Suite 100 O Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D C B E ^0 \W\ n/ W E U J W m � O � � c m � N E CD W U� c `o m F � o� NE U m •- m GU Q Issuances: NEV officlu M DATE 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2Permit 05/01/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: ROOF DETAILS 1 2 3 4 5 6 7 8 9 fi 2 lY N m 15 3 m 9 m v C m E 0 U 0 a. a` a E.6 BRICK VENEER, REFER TO ELEVATIONS FOR COLOR WEATHER BARRIER OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS HROUGH WALL FLASHING BARRIER VENEER UNIT WALL FLASHING _STR Podium _ 846' - 8" EXISTING STRUCTURAL SLAB SECTION DETAIL SCALE: 1 1/2" = 1'-0" 5/8"-TYPE X BOARD Bz1 SECTION DETAIL NaB �.n.rle�aalx�y�yrac PER MANUFACTURER t112 SCALE: 11/2"=1'-0" AIR/VAPOR BARRIER OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS SILL FLASHING THRESHOLD SET METAL FLASHING SET IN IN BED OF BED OF SEALANT SEALANT MASONRY UNIT SILL 6" DEEP FRP SAFPLANK HD BRICK VENEER, REFER TO ELEVATIONS FOR COLOR RELEASED FOR CONSTRUCTION IETAIL Subject to compliance with all regulations _0" of State and meal Codes City of Carmel DATE: 10/31/19 EXTEND AIR AND MOISTURE BARRIER \ BALCONY WITH NON -SLIP BENEATH \ COATING PER MANUFACTURER THRESHOLD L/2^ Floor 02 n 862' - 4" V Az SECTION DETAIL AR312 SCALE: 1 1/2" = 1'-0" ROWLOCK BRICK SILL THRU WALL FLASHING WITH END DAMS 8 WEEPS @ 32" OC AIR AND MOISTURE BARRIER THROUGH WALL FLASHING WEATHER BARRIER _�OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS Da SECTION DETAIL AR313 SCALE: 1 1/2" = 1'-0" THRESHOLD SET METAL FLASHING SET IN IN BED BED SEALANT SEALANT EXTEND AIR AND 6" DEEP FRP SAFPLANK HD MOISTURR E BARRIER BALCONY NY WITH NONSLIP BENEATH COATING PER MANUFACTURER Ba SECTION DETAIL A&312 SCALE: 11/2"=1'-0" A4 SECTION DETAIL A&311 SCALE: 1 1/2" = 1'-0" ROW LOCK BRICK SILL THRU WALL FLASHING WITH END DAMS 8 WEEPS @ 32" OC AIR AND MOISTURE BARRIER 2" DRAINABLE EIFS SYSTEM PER MANUF'R. REFER TO OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS WEEP SCREED _ Floor 01 849' THRESHOLD SET IN BED OF SEALANT EXTEND AIR AND MOISTURE BARRIER BENEATH THRESHOLD Fs SECTION DETAIL A2�313 SCALE: 1 1/2" = 1'-0" METAL FLASHING SET IN BED OF SEALANT 6" DEEP FRP SAFPLANK HD BALCONY WITH NON -SLIP COATING PER MANUFACTURER a �. Floor 02 A 862' - 4" ROWLOCK BRICK SILL THRU WALL FLASHING WITH END DAMS 8 WEEPS @ 32" OC AIR AND MOISTURE BARRIER ARCHED DOUBLE BRICK KING COURSE WEATHER BARRIER OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS `COUNTERFLASHING � II Ds SECTION DETAIL A2-312 SCALE: 1 1/2" = 1'-0" OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS MASONRY VENEER UNIT THROUGH WALL FLASHING MASONRY WEEP VENTS EXPANSION JOINT C POURED CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS F.F. Podium 847' - 4" :. _EXTERIOR CONCRETE, _ REFER TO CIVIL DRAWINGS STR Podium s46' - .. _ ".EXISTING STRUCTURAL SLAB Bs SECTION DETAIL JUALE: 1 1/2" = T-U REFER TO F3/A2-501 FOR PLAN REFER TO FB/A2-501 FOR PLAN 2" DRAINABLE EIFS WEEP SCREED BRICK VENEER, REFER TO ELEVATIONS FOR COLOR PROVIDE END DAMS AT ALL DISCONTINUOUS ENDS OF FLASHING (2) LAVERS 5/8" -GYPSUM BOARD TO ALIGN W/ RATED PARTITION @ INTERIOR R19 MIN BATTS 2X6 WOOD STUDS 7/16" OSB WALL SHEATHING 7/i6" OSB FURRING STRIPS 5/8" GYPSUM BOARD 2X2WOOD FURRING 8"2.HR. RATED — CMU cs SECTION DETAIL A&410 SCALE: 1 1/2" = 1'-0" THRESHOIDSEr IN SEALANT WUNTB2FL4SHINGB RECEIVER SIMIIARTO DErAILC3/A2504 5/8" TYPE X GYPSUM BOARD C3 CK 2-504 SOUND-PROOFING SOUND -PROOFING Tff MEMBRANE, MINIMUM `- �%m GYPCRETE ROOF AS SPEC'D — f� SLOPE 3/V APA RATED OSB SUBFLOORING WEATHER BARRIER OSB WALL SHEATHING, — _FII REFER TO STRUCTURAL 663 DRAWINGS 4GF-YNdI:Y�dI21q,Tl21d11E0! MASONRYUNITSILL A /\ /\ /\ A I ,l I I I I F.F. PODIUM 84T-4" 1� As SECTION DETAIL As SECTION DETAIL A&311 SCALE: 1 1/2" = 1'-0" A&104 SCALE: 1 1/2" = 1'-0" Lower Roof Truss Beeannq — — 882' - 0 1/4" IAi WOULPERT 1 HITMURE ING I NEERINSISEOSPATILL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D C B E O U � J•� J y C W K C Fz rV^' v N 0 0 c o Q CV E E co m00 W W 0 0 C V L N N NE U m .. m �U Q Issuances: NEV DESCRI"M ONCE 0 Issued For Building 2 Review 10/05/18 1 ASI#4 12/21/18 2 Issued For Building 2Pennut 05/01/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: SECTION DETAILS A2=505 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 fi lY 2 U Q N Co C Do O v m E .E U N O a. a` THRESHOLD SET IN BED OF SEALANT EXTEND AIR AND MOISTURE BARRIER BENEATH THRESHOLD REFER TO WALL SECTION FOR EXTERIOR WALL CONSTRUCTION TYPE A - S SCALE: 3" = V-0" SR BP D(_ AT OPENING, TYR D1 TYPE A - PLAN DETAIL A&521 SCALE: 3" = 1'-0" METAL FLASHING SET IN BED OF SEALANT !" x 1/2" RECTANGULAR BAR !" x 2" SQUARE TUBE !"x 2" SQUARE TUBE WT 9 x 17.5, BEYOND, SEALANT ALL AROUND AT BRICK THRU WALL FLASHING WITH END DAMS BRICK VENEER, REFER TO ELEVATIONS FOR TYPE AIR AND MOISTURE BARRIER DETAIL r-o• r-o• OPENING Po 4��EE 2•2• 2• 2 '2• c1 TYPE A - PLAN SCALE: 1/2" = V-0" x2"SQUARE NBE x2"SQUAREI1JBE 3OVE T 8x 13, BY 2'LONG THRESHOLD SET IN BED OF SEALANT EXTEND AIR AND MOISTURE BARRIER BENEATH THRESHOLD ALANTAT SIMLARMATERIALS RICK VENEER, REFER ) ELEVATIONS FOR 1P BR 3FER TO WALL POTONSFOR BA { ERIORWALL DNSTRUCTION R [7F11 —m —� m— m MENEM m ®- ZIPNINE .i�� yOMONIE MENEM �■u�lii��ne��r1.1�� IN IN IN I I IN In IN IN IN IN MINES 11 1■I��IIIIl1�� moors w= MEW tE TUBE rANTULAR UARE SO 4 3/4" NAX F1 rLUUM LINE TYP S2 2" x 1/2" RECTANGULAR BAR 2" x 2" SQUARE TUBE REFER TO WALL SECTION FOR EXTERIOR WALL CONSTRUCTION VAT OPENING, TM, TYPE B & C - SCALE: 3" = 1'-0" METAL FLASHING SET IN BED OF SEALANT !" x 1/2" RECTANGULAR BAR !" x 1/2" RECTANTULAR BAR !"x 2" SQUARE TUBE BRICK SILL SOLDIER COURSE WT 9 x 17.5, BEYOND. SEALANTALLAROUND AT BRICK THRU WALL FLASHING WITH END DAMS BRICK VENEER, REFER TO ELEVATIONS FOR TYPE AIR AND MOISTURE BARRIER DETAIL D3 TYPE B & C - PLAN DETAIL J SCALE: 3" = 1'-0" toot c3 TYPE B - PLAN SCALE: 1/2" = 1'-0" DUALLY SPACED x 1/2' RECTANGULAR BAR aOVE x T' SQl1AAETUBE T 9 x17.5, BY T' LONG 3PLANr AT ISIMILARMATERIALS RICK VENEER, REFER D ELEVAllMS FOR NE DUKE 2 x 6 BLOCKING EFERTO WALL FCTIONS FOR xTERIOR W ALL MSTRUCTION RECTANGULAR CIA BALUSTERS Y SPACED LINE 'RECTANGULAR .M 14RF TI ME T- 0" 2"x2"SQUARE TUBE GUARDRAIL 2" X 2" SQUARE TUBE HANDRAIL 1/2" DIA BALUSTERS EQUALLY SPACED 11" 2" x 2" SQUARE TUBE POST - @ 4'-0" OC MAX (TYP) PRECAST CONCRETE STAIR RAILING SECTII SCALE: 1/2" = V-0" ENTRY CENTER ON OPENING IG u 99�2'-11�2'-11" 11�" 2'-11�911�2'-iP 11�^ 2'-11�9. 112 1/� cs TYPE C - PLAN J SCALE: 1/2" = 1'-0" RECTANGULAR DIA BALUSTERS Y SPACED x 2" SQUARE TUBE YOND LINE "RECTANGULAR SQUARE TUBE NOTE: ALL RAILINGS TO BE FIBER -REINFORCED -POLYMER ACHITECTURAL PRODUCTS PROVIDE END DAMS AT ALL DISCONTINUOUS ENDS OF FLASHING c7 BALCONY TYPE E SCALE: 1/2" = 1'-0" IAi WOULPERT 1RERITECTnRE I_NG I NEERINSISEGSPATILL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D C B E Own _0\, W\ n/ W E -� J W U af U m 0 0 c O 0 N U� i ^ � C 9 O C so U m m �U Q Issuances: REv DESCRI"M DATE 0 Issued For Building 2 Review 10/05/18 1 ASI#4 12/21/18 2 Issued For Building 2Permil 05/01/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: BALCONY DETAILS RELEASED FOR CONSTRUCTION Sah;eG„D compliance with all regulations ° BALCONY - TYPE A of State and meal Codes 1'-0" City of Carmel /1 �Vrt1�\BR3�1jpA.D� DATE: 10/31/19 BALCONY - TYPE B SCALE: 112" = 1'-0" BALCONY - TYPE C SCALE: 112" = V-0" A7 BALCONY TYPE D SCALE: 112" = 1'-0" A2=521 1 1 2 1 3 1 4 I 5 I 6 I 7 I 8 1 9 R DOOR SCHEDULE - BUILDING 2 TYPE MARK Description DOOR FIRE FRAME SILL REMARKS TYPE WIDTH HEIGHT THICKNESS MATERIAL E MATERIAL DETAILS HEAD JAMB D01 Residential Unit - Entry A 3' -ON 6'-8" 13/4" WOOD WOOD 1 2 3 D02 Residential Unit- Bedroom, Bath, WIC A 2'-10" 6'-8" 13/8" WOOD WOOD 1 2 3 D03 Residential Unit - Closet, Mach A Z-6" 6'-8" 13/8" WOOD WOOD 1 2 3 D04 Residential Unit - Closet H 3'-0" 6'-8" 13/8" WOOD WOOD 1 2 3 DOS Residential Unit - Pocket Sliding A 3'-0" 6'-8' 13/8" WOOD1 WOOD 22 23 3 D06 Residential Unit-W/o(Laundry) A 3'-T 6'-8" 13/8" WOOD1 WOOD 1 2 3 D07 Residenial Unit -Barn Slitling A 2'-10" 6'-8" 13/8" WOOD19 20 21D51 Roof(E#aria) A 3'-T T-0" 13/4" H.M. 420MNA H.M. 27 28 A8/A2-505 SILL=15-1/4"AF.F. D52 Stairs w/Vision (Exterior) B 3'-T 8' - T 1314" H.M. H.M. 10 11 12 D53 Double Glass@Elevator Lobby J 6'-O" 6'-8" 13/4" WOOD1 WOOD 10 11 12 D54 Retail Space( North) C 6'-0" 8'-0" 13/4" ALUMALUM 24 25 D55 Stairs w/Vision Anterior) B 3'-O" T-0" 13/4" WOOD 1 WOOD 7 89 D56 Storage Closet A 3'-O" 6'-8" 13/8" WOOD 1 WOOD 1 2 3 D58 Residential Unit -Sliding Door(Double) E 6'-8" 8'-0" 1 3/4" VINYLVINYL 13,16 14,17 15,18 D59 Residential Unit-Slitling Door (Triple) F 9'-8" $'-0' 13N' VINYLVINYL 13, 16 14,17 15,18 D50 Residenial Unit- Exterior Sexing w Sidelite G 6'-8" $'-0" 13N' VINYLVINYL 2628D61 Residenial Unit -Exterior swing K 9'-4' $'-0" 13/d" VINYLVINYL 26 28 PROVIDE END DAMS AT ALL DISCONTINUOUS ENDS OF FLASHING FRAME TYPES REFER TO REFER TO REFER TO CH$ EDULE__ �� 2" SCH,�, EDULE,CT �� ry 2" SCHEDULE 2" 4 W W W A w A W w U U U N VI q O o O F r r w A w K A W F1-WOOD F2-H.M. F3-H.M. DOOR TYPES TD =FULLYTEMPERED REFER TO REFERTO REFER TO REFER TO SCHEDULE SCHEDULE SCHEDULE SCHEDULE 4EQ EO' REFER TO SCHEDULE REFER TO SCHEDULE REFER TO SCHEDULE 6 REFER TO SCHEDULE 6 REFER TO SCHEDULE 6 REFER TO SCHEDULE 0 " 2'-0" DOOR HOUSING DOOR HOUSING AND TRACK AND TRACK --- ------------- T ------ WI H w Z w O o i i FIRE RATED i i rn m y GLASS FULLY O O TEMPERED O O H (100SQ. IN. ` w w MAX) WIRE w w W w GLASS NOT w w T T T T T T T ��`� T�' T T T W, PERMITTED to of BREAKOU ACTIVE BREAKOU ACTIVE FIXED � FIXED SLIDING PATIO DOOR SLIDING PATIO DOOR SWINGING PATIO DOOR WI SWINGING PATIO DOOR WI VISION PANEL WI FULL GLAZING WI VISION PANEL W/ FULL GLAZING W/ FULL GLAZING SIDELITE 8 FULL GLAZING CLOSET DOOR STOREFRONT DOOR W/ FULL GLAZING A B C D E F G H J K WOOD FRAME PRE -FINISHED STEEL FRAME HOLLOW METAL FRAME HOLLOW METAL FRAME SLIDING DOOR SLIDING DOOR (Interior w/ Wood Studs) (Interior Stairwell) (Exterior Stairwells At Brick At( EIFS) PARTITION AS — — PARTITION AS LJ EIFS HEADER SCHEDULED SCHEDULEDBRICK SOLDIER PARTITION AS SCHEDU LED AIR&VAPOR BARRIER L-1,1"FIWR ODE GYP. BD.HEADER;REF. PARTITION AS AS SPECIFIED OOURSEHEADER HEADER PERSTRUCT. STRUCTURAL HEADER ERIFY WI STRUCT'L SPACER HEADER PERSCHEDULED; N STRUCTURAL EXTERIOR SHEATHING HEADER PER7X4NOMINAL HEADER PER STRUCT.SR'F.C. GYP. BD. REF. FLOOD PLAN DWGS.) STRUCTURALBLOCKINGDOORGASIN iW'SHIM THRU WALL FLASHING WI _ 518' F.C. GYP. BD. SPACER —FRAME CLIP ON CASING (NP) END DAMS & 114' WEEPS 7X4 NOMINALAT37OC.00 BLOCKING GALV. 3'X3'X W1G SPACER WOOD TRIM DOOR A$ i SPACERB CAULK PERIMETER J_._ SCHEDULE WLITJAM EER DOOR AS SCHEDULED DE CAUL JNT. STEELAALLFLASHIL NG W1 RETURNWOOD IM �TDw+ GALV. 3'X3'X 3116' RETURN WEEP SCREED PER SPLIT JAMB HOLLOWMETAL - RAME, GROUT ILLED ENDTHRDAMS 1/4'WEEPS FRAME PAINTED CONTIN OUS LINTEL MANUFACTURER ( ) H.M. FRAME,GROUT FILLED ENO OHMS&iM'WEEP$ 7IB'WIDE CAULK JT. DOOR PER CONTINUOUS 714'JOINT AT 370.C. SCHED. SEALANT WI BACKER RO GYP. BD. JAMB BEYOND 7IB'WIDE CAULK JT. CONTINUOUS 714'JOINT H.M. DOOR A$$CHEO. CONTINUOUS 114' JOINT SEAIANTWI BACKER WOODTRIM n WOOD DOOR HEAD n STEEL INTERIOR HEAD n INTERIOR HEAD 1140 SHIM SEALANT (rYP.) WOODTRIM ROD (TYP.) JAMB BEYOND 1 1/Z" = 1'-O" 1 1Y2" = 1'-0" 1 1/Z" = 1'-O" BRICK(BEYOND) JAMB BEYOND EIFS (BEYOND) SLIDING DOOR BRICK (BEYOND) SLIDING DOOR AS SCHED. DBL STUDS PARTITION AS AS SCHED. @JAMB SCHEDULED: DR. WIDTH DOORPERSCHED. REF. FLOOR PLAN DOOR MIN. nH.M. FRAME AT EXTERIOR STAIR HEAD DOOR CASING 7140SHIM RATED PARTITIONS AS 1 1/2" = 1'-O" �1 SLIDING DOOR HEAD (ci) BRICK SLIDING DOOR HEAD (ci) EIFS SCHEDULED LJ 1 1/2" = 1'-O" 1 1Y2" = 1'-O" DOUBLE STUDS @ JAMBS REF. DOUBLE STUDS Q DOOR AS \\ STRUCTLDWGS. JAMBS SCHEDULED ` WOODVENEER CONTINUOUS 114' HOLLOW METAL CORNER BEAD SPUT JAMB DOOR AS SCHEDULED DOUBLE STUDS I� JAMBS EIFS JOINT R ROD TWI FRAME CELLULOSE INSULATION 718'WIDE CAULK 0SHIM FACEBRICKVENEER BACKER ROD (T1'P.) 714'SHIM CONTINUOUS 114' HOLLOW iLOCKIN NOMINAL JOINT SEALANT WI AIR BVAPOR BARRIER n WOOD DOOR JAMB n STEEL INTERIOR JAMB rl INTERIOR JAMB METAL FRAME, BLOCKING BACKER ROD(TYP.) AS SPECIFIED OVER ) 1 1/2" = 1'-0" U 1 1/2" = 1'-O" U 1 1/2" = 1'-O" GROUT FILLED SHEATHING AIR 8 VAPOR BARRIER EXTERIOR SHEATHING AS SPECIFIED OVER CELLULOSE DOORAS JPMB BEYONDL SHEATHING INSULATION DOOR PS SCHEDULED AIR & VAPOR BARRIER SLIDING TRIM AS SCHED. W000 TRIM RETURN SCHEDULED FINBH FLOOR DOOR PER SCHED. AS SPECIFIED �� HOLLOW METAL CELLULOSE \\ �AS SCHEDULED SCHEDULED WITH AS WITH SMOKE SEAL FACE BRICK VENEER DOOR AS SCHED. INSULATION ` SLIDING DOOR AS SCHED. �0 FIRECODE GYP. BD. CORNER BEAD ALUM. THRESHOLD WOOD TRIM RETURN 118' WIDE TMNSRION STRIP SET IN SEALANT CONT. 1140JOINT WI SEALANT SR'FIRECODE GYP. BD. CAULK JOINT FLOOR FINISH AS CORNER BEAD SCHEDULED OVER BACKER ROD 118' WIDE CAULK JOINT n WOOD DOOR SILL 6 STEEL INTERIOR SILL ; 9 , INTERIOR SILL n H.M. FRAME AT EXTERIOR STAIR JAMB n SLIDING DOOR JAMB (W BRICK SLIDING DOOR JAMB (W EIFS 11 1/\..� 1 112" = 1'-0" 1 1/2" = 1' 0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 12" = 1'-0" STOREFRONT (At Masonry) WOOD TRIM BEYOND H.M. DOOR AS SCHED. BRICK (BEYOND) SLIDING DOOR AS SCHED. WOOD TRIM BEYOND AIR &VAPOR BARRIER AS SPECIFIEDX_J� SPo'FIRECODE GYP. BD. HEADER PER STRUCT. THRESHOLD SET IN METAL THRESHOLD SET IN SEALANT SLIgNG DOOR AS SCHED. BRICK (BEYOND) SEALANT FLASHING SET MASONRY HEADER UNIT—` EIFS 5180 F.C. GYP. W. FLOOR FINISH AS IN BED OF FLOOR FINISH AS THRESHOLD SET IN HEADER PER SCHEDULED SEALANT SCHEDULED EIFS BEYOND) SEALANT EXTERIOR SHEATHING STRUCTURAL \\\ SHIM 112' EXP. JT. WI METAL FLOOR FINISH AS THRU WALL FLASHING WI 1X6 NOMINAL WOOD TRIM FIBER FILLER& FLASHING SETEND SCHEDULED DAMS&114'WEEPS WOOD BLOCKING RETURN SEALANT IN BED OF AT 370.C. CORNERBEAD THRU WALL FLASHING WI SEALANT LINTEL -SEE STRUCT j _ -� 1 B' WIDE CAULK JNT. 114' WEEPS AT 370.C. �� THRU WALL DWGS 1/8' WIDE CAULK JT. FLASHING CONTINUOUS 114' JOINT CONTINUOUS 714' JOINT WITH END EXTEND AIR AND SEALANT WI BACKER ROD— ALUMINUM STOREFRONT SEALANT wl BACKER WOOD TRIM DAMS MOISTURE BARRIER ASSEMBLY ROD (TYP.) JAMB BEYOND BENEATH THRESHOLD 7 M'SHIM - 000R As SCHED. EIFS (BEYOND) n H.M. FRAME AT EXTERIOR STAIR SILL n SLIDING DOOR SILL nc. BRICK Gl SLIDING DOOR SILL nor. EIFS MASONRY(BEYOND) U 1 1/2" = 1 1 1/2" = 1'-0" n STOREFRONT AT MASONRY VENEER HEAD n VINYL DOOR AT EIFS HEAD -0" CORNERBEAD DOUBLE STUDS @ JAMBS 1B' WIDE CAULK JNT. CELLULOSE INSULATION 1140SHIM EXTERIOR SHEATHING MASONRY RETURN AIR & VAPOR BARRIER AS SPECIFIED ALUMINUM STOREFRONT MASONRY ASSEMBLY VENEER UNIT CDNT. IH'JOINT WISEALA IT RELEASED FOR CONSTRUCTION Subject to compliance with all regulations iY VENEER JAMB of State and Local Codes City of Camel (� �VTI�\ant•1f10A� DATE: 10/31/19 BARN DOOR HEADER REF. PARTITION AS STRUCTURAL SCHEDULED DOOR CABIN ROLLER ASSEMBLY DOORAS GYP BOARD SCHEDULE BEYOND n WALL MITTRACK HEAD DBL. STUDS PARTITION AS @JAMB SCHEDULED; REF. FLOOR PLAN DOOR CASING GYP BOARD JAMB DOOR AS SCHEDULED n WALL MTD TRACK JAMB 1 1/2" = 1'-0" JAMB BEYOND DOORAS FINISH FLOOR SCHEDULED ASSCHEDULED� FLOOR MID TRACK /1 WALL MTD TRACK SILL PARTITION AS SCHEDULED IMF HEADER; REF. STRUCTURAL WOOD BLOCKING ROLLERASSEMBLV WOOD TRIM 311 e 'G' HEADSTOP DOORAS SCHED. n POCKET DOOR HEAD " 11/2" = V-0" VOODBLOCKING VOOD TRIM IAMB STOP IOOR AS SCHED. .VALLAS SCHED. n POCKET DOORJAMB 1 1 /2" - 1'-0" HEADER PER STRUCT. EIF5 SR' F.C. GYP. B0. SPACER TH RU WALL FLASHING WI [ ODRNERBEAD / 114' WEEPS AT 3?O.C. �� CAULK PERIMETER CONTINUOUS 114' JOINT SEALANT wf BACKER HOLLOW METAL FRAME ROD ITYP.) (PAINTED) GROUT FILLED DOOR PER SCHED. EIFS (BEYOND) GYP BOARD JAMB BEYOND n H.M. AT EIFS HEAD T L9 1 1/2" CONTINUOUS 114' JOINT SEALANT WI EIFS BACKER ROD (TYP ) 1140SHIM AIR & VAPOR BARRIER HOLLOW METAL AS SPECIFIED OVER FRAME, GROUT FILLED SHEATHING CELLULOSE INSULATION HOLLOW METAL J1� DOORASSCHED. 1/8' 518' FIRECODE GYP. BD. CAULK JOINT GYP BOARD RETURN GYP BOARD CORNERBEAD n H.M. AT EIFS JAMB EIFS (BEYOND) "•'•"""""" ""' GVPBOARDJAMB THRESHOLDSET IN BEYOND SEALANT WOODEN SILL PLATE COUNTERFLASHING & RECEIVER WOODEN KICK BOARD ROOF AS SPEC'D CURB FRAMING PER STRUCT. p/ A S r FINISH FLOOR AS SCHED. n H.M. AT EIFS SILL WINDOW AS METAL FLASHING � I I BED OF SEALANT SET IN SCHEDULED EXTEND AIR AND / MOISTURE AND BENEATH WINDOW x3�l�I�SLFY9Jlle2IY791IT� ANCHOR, MASONRY UNIT THRU WALL FLASHING WITH END DAMS & WEEPS @ 32' OC GALVANIZED METAL BRICK TIES AT 16 ON CENTER, VERTICALLYAND HORIZONTALLY WOULPEPT A RCNnECT UR Ej_NG I NEER I NGI GE09'An M 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D C elm E cam U J•� J � E ^ rV V / c �p rr 0 &INNER m > Q) € o QD MV Una `O m co o c � E U 0 m Wm -U Issuances: OESGRIfREM I Wl Prom. No.: 074904 Date: 10/05/18 A Sheet Name: DOOR SCHEDULE AND DETAILS A2=601 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 III R OT =FULLY TEMPERED O = SPANDREL GLAZING SF•6 SF=5 SF•4 SF•3 SF•2 SF•1 SF-16 NOT USED SFA 5 SF-14 NOT USED SF-13 NOT USED SF-12 NOT USED SF-11 NOT USED SF-10 NOT USED SF•9 SF=8 SF=7 STOREFRONT TYPES SCALE: 1/4"=l'-O" PROVIDE END DAMS AT ALL DISCONTINUOUS ENDS OF FLASHING VINYL WINDOW EXTENDARAND MOISTURE BARRIER BENEATH FRAME SEALANT WOOD SILL METAL FLASHING SET IN BED OF SEALANT ROWLOCK SILL THRU WALL FLASHING WITH END DAMS BRICKOR CMU MASONRY -SEE SECT 8 ELEV AIR AND MOISTURE BARRIER SHEATHING PER STRUCTURAL DWGS. n WINDOW SILL AT BRICK VINVLWINDOW EXTEND AIR AND VINYL WINDOW MOISTURE BARRIER SEALANT EXTEND AIRAND BENEATH FRAME MOISTURE BARRIER METAL FLASHING SET BENEATH FRAME SEALANT WOOD SILL IN BED OF SEALANT WOOD SILL METAL FLASHING $ET 1)2" X4" SILL IN BED OF SEALANT DETAIL EIFS EIFS JJ[ AIR AND MOISTURE 4 BARRIER AIR AND MOISTURE SHEATHING PER BARRIER STRUCT. DWGS. SHEATHING PER STRUCrURALDWGS n WINDOW SILL AT EIFS n WINDOW SILL AT EIFS 2 U 11/2"=1'_0 L/ 11/2"= 1_01 BRICK OR CMU MASONRY - SEESECTSELEV 7116 OSB SHEATHING AIRANDMOISTURE BARRIER 5'8" GVMSUM BOARD — 518" GVMSUM BOARD VINYL bMOULD VINVLJ-MOULD WISEALWT AT INTERIOR WISEALANT AT INTERIOR 2XFRAMING VINYL FRAME, TYP. VINYLFRAME,TVP. __________ SEALANT AND VINYL WINDOW UNR — VINYLWINDOWUNIT BACKERROD _ /1 WINDOW JAMB AT BRICK 1 1/2" = 1': 518" GVMSUM BOARD VINVLWINDOW /\ WINDOW HEAD AT RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Carmel ',"`Q), DATE: 10/31/19 n WINDOW JAMB AT EIFS 1 1/2" = 1': EIFS — SHEATHING PER STRUCTURALDWGS. - AIRAND MOISTURE BARRIER 5/8" GVMSUM BOARD — MNYLJ.MOULD WISEALWT AT INTERIOR 2X FRAMING VINYL FRAME, TYP. — —SEALANT AND VINVLWINDOWUNIT— BACKER ROD n WINDOW JAMB AT EIFS 2 CEMENT FIBERBOARD IN FILL PANEL SHOULD MATCH WINDOW TRIM — O � / o m � N EXTEND AIR AND MNVLwINDow W7 MOISTURE BARRIER BENEATHFRAME / SEALANT WOOD SILL METAL FLASHING SET IN BED OF SEALANT FIBER CEMENT SMOOTH BIDING WRH REVEALS 1X FURRING AIR AND MOISTURE r BARRIER SHEATHINGPER ETRUCTURALDWGS /H n1 WINDOW SILL ((D_ HRP LJ 1 1/2" = 1'_0 SIDING SHEATHING PER STRUCTURAL DWGS - AIR AND MOISTURE BARRIER CEMENT FIBERBOARD TRIM 1XFURING EXTEND AIR AND MOISTURE BARRIER BENEATH FRAME - 2X FRAMING WOOD SILL — SEALANT AND BACKERROD I'-0"NOM.WIDTH T-0"NOM. WIDTH 2 x / O ❑ O Z Z fV fV W2 W3 6'- 4" NOM. WIDTH WINDOW ELEVATION - VINYL WINDOW - SEALANT - METAL FLASHING SET IN BED OF SEALANT OSB WALL SHEATHING, THROUGH WALL REFER TO STRUCTURAL FLASHING WITH END DRAWINGS DAMS WEATHER BARRIER n WINDOW SILL) MASONRY UNIT 1 1/2" = 1'-0" BRICK BRICKSOLDIER COURSE, UNLESS SHOWN OTHERWISE ON ELEVATIONS EIFS BRICK VENEER, REFERTO - AIR AND MOISTURE ELEVATIONS FOR COLOR BARRIER AIR AND MOISTURE EIFS - CAVITY DRAINAGE BARRIER � OSB WALL SHEATHING, MATERIAL lj AIRAND MOISTURE REFER TO STRUCTURAL —$HEATHINGPER SHEATHING PER '. BARRIER DRAWINGS STRUCT. DWGS. STRUCTURAL DWGS r WEATHER BARRIER HEADER -SEE SIT GYMSUM BOARD - HEADER -SEE �� SHEATHING PER BATT INSULATION, R-1 - MASONRY UNIT LINTEL STRUCTURAL STRUCTURAL yr. �RUCTURAL DWGS MINIMUM THROUGH WALL FLASHING END DAM FLASHING 117 X8"EIFS HEADER SIB"GVMSUM BOARD _ - HEADER -SEE 518"-TVPE X GYPSUM BEYOND STRUCTURAL BOARD STEEL ANGLE LINTEL, / REFER TO �DRAWIN MASONRVVENTSQ WEEPSCREEDPER '\ DRAWINGS 2T O.C. EIFSMMUFACTURER WEEP EIFS MANUFACTURER MANUFACCREED TURER — THROUGH WALL SEALANT —VINYL WINDOW, AS FLASHING VINYL WINDOW UNIT BACKER ROD AND __ t _ SCHEDULED STEEL UNTEL- SEE VINYLWINDOW SEALANT 7 STRUCTURAL. PAINT WINDOW FRAME WHERE EXPOSED SEALANT WINDOW HEAD AT EIFS WINDOW HEAD AT EIFS 2 WINDOW HEAD AT MASONRY UNIT AT MASONRY UNIT 1 1/2" = 1'-0" 1 11P= 1'-0" �1 112" = 1'-0" = 1': NOM. W4 9'-8" NOMINALWIDTH 6'- 4" NOM. WIDTH NMI W5 n'-d" KII M11r1TH �OF- FLOOR LINE W6 9'-8"NOMINAL WIDTH L FLOOR LINE W9 WINDOW SCHEDULE COUNT MARK R.O. I TYPE DETAILS HEAD HEIGHT REMARKS WIDTH HEIGHT HEAD JAMB Sil 6 W7 V-111/4" 4'-71/2" Nominal 2'x 41/2'4 over 4 8'-0" 50 W2 3'-0" 6'-0" Nominal Yx 6'-1 overt 8'-0" 24 W3 3'-0" 6'-0" Nominal Yx 6'-1 over 1-siding 8'-0" 30 W4 3'-0" 6'-0" Nominal Tx 6'-4 over 8'-0" 6 INS 6'-4" 6'-0" (2) Nominal 3'x 6'-3 over 8'-0" 12 W6 6'-4" 7'-0" (2)Nominal Yx 7'-4 over 8'-0" 6 W7 6'-4" 6'-0" (2)Nominal Yx 6'-1 overt 8'-0" 24 WB 9'-8" 7'-0" (3)Nominal Yx 7'-4 over 8'-0" 6 W9 9'-8" 6'-0" 3 Nominal Yx 6'-4 over 8'-0" G F E no= C B QMGXW W 1 1 HITECTURE I_NG I NEERINSISEOSPATILL 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 E (^'0 W W E U � J•� J K rVn c m O 4 Q Qum C no O c o a .0W L � N N NE U � m •- m �U Q Issuances: REv DMMI M Mrs 0 Issued For Building 2 Review 10/05/18 1 ASI#4 12/21/18 2 Issued For Building 2Permit 05/01/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: WINDOW TYPES A2=602 1 2 3 0 5 0 7 e 0 Na a DRAIN SCHEDULE MANUFACTURER TYPE BODY OUTLET STRAINER/GRATE TOP FINISH ADD.FEATURE ZURN/OATEY w yw gLL z Yz aw wo: r aH osuai w y❑m o w Ug Q U o �❑' rc a z m o z tt yyd 3 w Mz 0 Y z a Woww i a O> 9 � ` m 2 CATALOG NOS 0 d w w0 wQV Vw I tlV V G FD-1 OATEY 43569 ■ ■ 2" ■ 4" ■ ■ DSG1 OVERFLOW DRAIN OUTLET COVER Z199 OC ■ ■ ■ 1 RD-1 ROOFDRAINZ107-W2 ■ ■ 4" ■ 15" ■ ■ ■ OVERFLOW ROOF DRAIN ■ ■ 4" ■ 15" ■ ■ ■ OD-1 Z107-W4 NOTES: 1. SIZE AS REQUIRED GENERAL NOTES (PLUMBING) 1. REFER TO SCHEDULES, DETAILS AND DIAGRAMS FOR PIPING, PIPE SIZES NOT INDICATED ON THE FLOOR PLANS. 2. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL THE PLUMBING SYSTEM AS PER THE STATE PLUMBING CODE AND APPLICABLE LOCAL CODES. 3. CONTRACTOR SHALL NOT SCALE THE CONTRACT DOCUMENTS FOR THE PURPOSE OF OBTAINING FINAL MEASUREMENTS. COORDINATE WITH ARCHITECTURAL PLANS AND ACTUAL FIELD CONDITIONS. 4. PLANS TO BE CONSIDERED DIAGRAMMATIC AND ALONG WITH SPECIFICATIONS, REFLECT A MINIMUM ACCEPTABLE STANDARD. ALL WORK SHALL CONFORM TO THE STATE PLUMBING CODE AND THE AMERICANS WITH DISABILITIES ACT GUIDELINES. 5. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL FEES AND PERMITS ASSOCIATED WITH HIS PORTION OF THE WORK. 6. PLUMBING CONTRACTOR SHALL COORDINATE ALL ASPECTS OF WORK WITH OTHER TRADES PRIOR TO AND DURING CONSTRUCTION/INSTALLATION. 7. WHEN A CONFLICT BETWEEN PLANS AND SPECIFICATIONS OR NOTES OCCURS. THE ENGINEER SHALL DECIDE WHICH GOVERNS. GENERALLY, THE MORE RESTRICTIVE, MORE SPECIFIC, OR STRICTER PROVISION SHALL GOVERN. IF ANY DISCREPANCIES ARE DISCOVERED ON THE PLANS OR BETWEEN THE PLANS AND THE SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR AND OBTAIN CLARIFICATION OF THE INTENT FROM THE ENGINEER PRIOR TO CONSTRUCTION OR INSTALLATION OF PROPOSEDIMPROVEMENTS. 8. REFER TO ARCHITECTURAL DRAWINGS AND INTERIOR ELEVATIONS FOR EXACT LOCATIONS, FIXTURE HEIGHTS AND ACCESSIBILITY REQUIREMENTS. 9, PROVIDE CLEANOUTS OR WALL CLEANOUTS WHERE INDICATED ON PLANS. 10. ACCESS PANEL AT KITCHEN ISLAND PROVIDED BY GENERAL CONTRACTOR. 11. ALL PIPING SHALL BE SLOPED AT A MINIMUM OF 1/8" SLOPE. 12. ALL PIPING SHOWN ON FIRST THROUGH FOURTH FLOOR PLANS IS ABOVE CEILING, BELOW FLOOR ABOVE. 13. ACCESS PANEL AT KITCHEN ISLAND FURNISHED BYTHE GENERAL CONTRACTOR. ALL OTHER ACCESS PANELS PROVIDED BY THE PLUMBING CONTRACTOR. 14. PIPING RUN ABOVE 3RD AND 4TH FLOOR CEILINGS SHALL BE RUN BELOW/UNDERSIDE OF ROOF INSULATION. GENERAL NOTES (FIRE PROTECTION 1. FIRE SYSTEM SHALL BE SUPPLIED FROM STANDPIPE STUB PROVIDED IN GARAGE PROJECT. 2. STANDPIPE WILL BE CONSIDERED WET TYPE, SUPPLIED FROM FIRE PUMP. 3. STANDPIPE SYSTEM SHALL BE INTERCONNECTED AND PROVIDED WITH FIRE DEPARTMENT CONNECTION. 4. FLOW AND TAMPER SWITCHES SHALL BE PROVIDED AND INSTALLED BY THE SPRINKLER CONTRACTOR. WIRING CONNECTIONS AND EXTENSION TO MONITORING LOCATIONS SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. 5, FIRE SUPPRESSION CONTRACTOR SHALL FURNISH AND INSTALL SPRINKLER SYSTEMS PER NFPA 13 GUIDELINES WITHIN RETAILAREAS AND NFPA 13R GUIDLINES IN RESIDENTIAL AREAS, STATE CODES AND LOCAL APPLICABLE CODES AND AMENDMENTS. 6, CONTRACTOR SHALL SECURE AND PAY FOR ALL FEES AND PERMITS ASSOCIATED WITH THEIR PORTION OF THE WORK. 7. CONTRACTOR SHALL COORDINATE ALL ASPECTS OF THEIR WORK WITH OTHER TRADES PRIOR TO INSTALLATION / CONSTRUCTION. 8. WORK UNDER THE BUILDING#2 PROJECT SHALL CONSIST OF, BUT NOT LIMITED TO, FURNISHING, INSTALLATION, TESTING, AND WARRANTY OF FIRE SUPPRESSION PIPING INDICATED ON P2 SERIES DRAWINGS. 9. WHEN A CONFLICT BETWEEN PLANS AND SPECIFICATIONS OR NOTES OCCURS, THE ENGINEER SHALL DECIDE WHICH GOVERNS. GENERALLY, THE MORE RESTRICTIVE, MORE SPECIFIC, OR STRICTER PROVISION SHALL GOVERN. IF ANY DISCREPANCIES ARE DISCOVERED ON THE PLANS OR BETWEEN THE PLANS AND THE SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR AND OBTAIN CLARIFICATION OF THE INTENT FROM THE ENGINEER PRIOR TO CONSTRUCTION OR INSTALLATION OF PROPOSEDIMPROVEMENTS. 10, PIPING RUN ABOVE 3RD AND 4TH FLOOR CEILINGS SHALL BE RUN BELOW/UNDERSIDE OF ROOF INSULATION. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Carmel FIXTURE SCHEDULE MARK DESCRIPTION MANUFACTURER MODEL WASTE VENT HW CW SUPPLY/TRIM SUPPLY/STOP WASTE/TRIM TRAP/FIX. DRAIN ADD FEATURES NOTES CLEVELAND FAUCET GROUP MULTI 2" P-TRAP, 42X60 ACRYLIC DROPIN TUB WITH APRON. BT1 BATHTUB STERLING S711111120 2" 11/2" 1/2" 1/2" CFG46301CBNGR INTEGRAL W/ HOUSING DRAIN BRUSHED NICKEL FINISH ON TRIM. CONTRACTOR TO CFG45311 TUB/SHOWER VALVE DIRECT 522334 AND OVERFLOW PROVIDE LEFT OR RIGHT DRAINS PER PLANS. MULTI 2" P-TRAP, TO BE DETERMINED. PRESSURE BALANCE TUB/ BT2 BATHTUB, ACCESSIBLE STERLING 5711111120 2" 11/2" 1/2" 1/2" W/SYMMONS INTEGRAL HOUSING DRAIN SHOWER VALVE WITH STOPS. HAND HELD SHOWER 2 S-9603-X-PLR-1.5 TUB/$HOWER VALVE DIRECT 522334 AND OVERFLOW WITH 60" HOSE AND MINIMUM 300SLIDE BAR. CULTURED MARBLE TOP - WHITE POP-UP DRAIN WHITE UNDERMOUNT BOWL FOR CULTURED MARBLE LV1 LAVATORY MULTI HOUSING DIRECT SINGLE 37"x22"-CONTEMPO BS 11/2" 11/4" 1/2" 1/2" CLEVELAND FAUCET GROUP ANGLE SUPPLIES W/ INCL. 1-1/4"P-TRAP VANITY. BRUSHED NICKEL FAUCET WITH CERAMIC DOUBLE 61N22"-CONTEMPO BS CFG4610OBN STOPS WITH FAUCET DISC AND SINGLE LEVER HANDLE. CULTURED MARBLE TOP- WHITE POP-UP DRAIN WHITE UNDERMOUNT BOWL FOR CULTURED MARBLE LV2 LAVATORY, ACCESSIBLE MULTI HOUSING DIRECT SINGLE 37N22" - CONTEMPO B$ 1112" 11/4" 112" 1/2" CLEVELAND FAUCET GROUP ANGLE SUPPLIES W/ INCL. 1-1/4"P-TRAP VANITY. BRUSHED NICKEL FAUCET WITH CERAMIC 3 DOUBLE 61R22"-CONTEMPO BS CFG4610OBN STOPS WITH FAUCET DISC AND ADA APPROVED SINGLE LEVER HANDLE. MAXIMUM 7" DEEP BOWL. STOPS AT FAUCET, Met MOP BASIN PROFLO PFMB2424 3" 11/2" 1/2" 1/2" T&S Brass CHECK VALVES ON UNIT 3"P-TRAP ACCESSORIES TO BE DETERMINED. TBO667RGH WATER SUPPLIES 9" DEEP, 18 GAUGE UNDERMOUNT STAINLESS STEEL ANGLE SUPPLIES W/ STOPS TO SINGLE BOWL. BRUSHED NICKEL FINISH ON TRIM, SKi DOUBLE -COMPARTMENT SINK WITH PROFLO PFUC208 2" 11/2" 1/2" 1/2" CLEVELAND FAUCET GROUP SINK. ADDITIONAL SUPPLIES DISPOSER 1-12"P-TRAP CERAMIC DISC FAUCET WITH SPRAYER,DISPOSALIN- 1 DISPOSER CFGCM2519CSL WITH STOPS TO DISPOSER AND STRAINER SINK -ORATOR BADGER 1 WITH WHIP FOR ELECTRICAL DISHWASHER CONNECTION. DRAIN CONNECTIONS. CONNECTIONS. 4-318" DEEP, 18 GAUGE UNDERMOUNT STAINLESS ANGLE SUPPLIES W/STOPS DOUBLE BOWL WITH TWO DRAIN OUTLETS. BRUSHED SK2 DOUBLE -COMPARTMENT SINK WITH ELKAV ELUHAD311845 2" 11/2" 1/2" 1/2" CLEVELAND FAUCET GROUP TO SINK. ADDITIONAL DISPOSER NICKEL FINISH ON TRIM, CERAMIC DISC FAUCET WITH DISPOSER, ACCESSIBLE CFGCA42519CSL SUPPLIES WITH STOPS TO STRAINER 112"PTRAP SPRAYER, DISPOSAL IN-SINK-ERATOR BADGER 1 WITH 13 DISPOSERAND DISHWASHER WHIP FOR ELECTRICAL CONNECTION. DISHWASHER SUPPLY& DRAIN CONNECTIONS. WC1 TANKTYPE, FLOOR SETWATERCLOSET PROFLO PF5112WHM 3" 11/2" -- 1/2" UNIT ANG LE SUPP LY W/ STOP UNIT INTEGRAL PROFLO#PFTSE2000WH ELONGATED SEAT IN WHITE. PF1401TWH WC2 TANK TYPE, FLOOR SET WATER PROFLO PF5112WHM 3" 11/2" -- 1/2" UNIT ANG LE SUPP LY W/ STOP UNIT INTEGRAL PROFLO#P FTSCOF2000WH ELONGATED SEAT IN WHITE. CLOSET, ADA/17" RIM PF1403TWH SCHEDULE NOTES: 1. DISPOSER AS SELECTED BY OWNER. PROVIDE AIR SWITCH ON COUNTER TO CONTROL OPERATION OF DISPOSER. 2. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING LOCATIONS OF ALL COMPONENTS. 3. PROVIDE "TRUEBRO" HANDI-LAV GUARD INSTALLATION KIT MODEL #102 (WHITE) OR APPROVED EQUAL DETAIL KEY NOTES: (TYPICAL UNIT MECH. CL( 1. PROVIDE CONNECTION TO TANKLESS WATER HEATER. HEATER PROVIDED BY MECHANICAL CONTRACTOR. 2. PROVIDE HOT& COLD WATER MANIFOLD WITH INDIVIDUAL ISOLATION VALVES. ZURN QPPM(QUICK PORT) SERIES. DETERMINE MANIFOLD OUTLETS REQUIRED PER EACH UNIT. 3. PROVIDE STUB FOR CONNECTION BY MECHANICAL CONTRACTOR. 4. PIPING TO AND FROM HYDRONIC AIR HANDLER PROVIDED BY MECHANICAL CONTRACTOR. 5. GAS SUPPLY FROM GAS METER. 6. GAS SUPPLY TO GAS RANGE. PROVIDE GAS VALVE AND UNION AT CONNECTION. PIPING TO BE RUN BELOW FLOOR AND RISE IN ISLAND WALL. 7. 112" PEX SUPPLY PIPING TO EACH INDIVIDUAL FIXTURE. 8. CPVC WATER RISER, SEE PLANS FOR SIZES. 9. TYPE"L"COPPER PIPING FROM CONNECTION TO WATER RISER TO ALL COMPONENTS WITHIN CLOSET. 10. PROVIDE THERMOSTATIC MIXING VALVE PER ABBE 1069 GUIDELINES. POWERSANATTS 3/4"-#LFLM496-1. 11. COORDINATE EXACT MOUNTING LOCATION WITH TANKLESS WATER HEATER. 12. EXTEND T&PDISCHARGE TO FLOOR DRAIN FOR INDIRECT DISCHARGE. 13. PROVIDE DIRT LEG AT BASE. 14. TANKLESS WATER HEATER PROVIDED BY MECHANICAL CONTRACTOR. REFER TO DRAWING M2-501 FOR ELEVATION OF CLOSET. 15. HYDRONIC AIR HANDLER PROVIDED BY MECHANICAL CONTRACTOR. REFER TO DRAWING M2-501 FOR ELEVATION OF CLOSET. 16. COIL ASSEMBLY PROVIDED BY MECHANICAL CONTRACTOR. REFER TO DRAWING M2-501 FOR ELEVATION OF CLOSET. 17, REFRIGERANT PIPING PROVIDED BY MECHANICAL CONTRACTOR. 18. EXHAUST PIPING PROVIDED BY MECHANICAL CONTRACTOR. 19. INDICATES ADDITIONAL GAS SUPPLIES SERVING ADDITIONAL FLOORS. 20, PEX MANIFOLD. 21. GAS SUPPLY TO RANGE. DETAIL LEGEND: V� BALL VALVE BV DRAIN VALVE WITH HOSE THREAD DV �., CHECKVALVE CHHK TEMPERATURE AND PRESSURE RELIEF VALVE TP 1 T UNION CONNECTION NM WATER METER T DIRECTION OF FLOW La� TEMPERING VALVE TV - CW - COLD WATER - HW - HOT WATER GAS VALVE GV - NG - GAS PIPING (NAT.) TYPICAL UNIT MECHANICAL CLOSET PIPING - ISOMETRIC NOT TO SCALE :1 REFRIGERANT TYPICAL UNIT MECHANICAL CLOSET - PLAN ET-1 EXPANSION TANK �C2-uuy 1 1/2" = 1'-0" RISER G ALL i C ( PLUMBING LEGEND SYMBOL DESCRIPTION VENT PIPING SANITARY PIPING BAN- - DOMESTIC COLD WATER PIPING - - - DOMESTIC HOT WATER PIPING OD OVERFLOW DRAIN PIPING NATURAL GAS PIPING ALL VAL PIPE UP PIPE DOWN OKEYNOTE DESIGNATION 'O ISOMETRIC DESIGNATION OUP TO ABOVE 1 P-001 DETAIL DESIGNATION CO CLEANOUT FD FLOOR DRAIN WHYD WALLHYDRANT OD OVERFLOW DRAIN DS STORM DOWNSPOUT ODS OVERFLOW DOWNSPOUT LV LAVATORY SAN SANITARY ST STORM SK SINK SS SANITARY STACK VR VENT RISER VS VENT STACK VTR VENT THRU ROOF WC WATER CLOSET WCO WALL CLEANOUT NG NATURAL GAS FIRE PROTECTION LEGEND SYMBOL DESCRIPTION -F- FIRE PROTECTION PIPING SPRINKLER PIPING -S- AL ALARM FLOW SWITCH FS TS TAMPERSWITCH FDVC FIRE DEPARTMENT VALVE CABINET AL ALARM BELL FDC FIRE DEPARTMENT CONNECTION SP STANDPIPE FDV FIRE DEPARTMENT VALVE ORD GPi HAZARD DESIGNATION PLUMBING SHEET LIST SHEETNUMBER SHEETNAME P2-001 LEGEND, DETAILS, AND SCHEDULES P2-100 PLUMBING INTERSTITIAL AND FIRST FLOOR PLAN P2-101 PLUMBING SECOND AND THIRD FLOOR PLANS P2-102 PLUMBING FOURTH FLOOR PLANS P2-401 PLUMBING TYPICAL ENLARGED PLANS AND ISOMETRICS P2-402 PLUMBING TYPICAL ENLARGED PLANS AND ISOMETRICS P2403 PLUMBING TYPICAL ENLARGED PLANS AND ISOMETRICS P2-601 PLUMBING WATER ISOMETRIC P2-602 PLUMBING SANITARY AND VENT ISOMETRIC 11k1/ -ITT-- W O U L P E R T IRCRITEULMEjINGINEERINGI6EMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E r Ito In n W E OL 0 U J•� J � W 0 W 0 0 N cam Em 0I� Urb W O (CO �a co O C L N N NE U M LLJ 0 .so Q Issuances: REv oacRMON MTe 0 Issued For Building 2 Reviea 10N5/18 1 ASI#4 1221/18 2 Issued For Building 2Permit 05101/19 3 ASI#10 09/11/19 Prom. No.: 074904 Date: 04/26/19 Sheet Name: LEGEND, DETAILS, AND SCHEDULES DATE: 10/31/19 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 1 9 Na F.49- - Y Y Y Y Y Y Y Y Y Y I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I DROP I I I I I I I I I I I I I SS I$S -v ING s D 2 - -NG- S 2 4 CIS e ST 3 /}I NO „ NGt4 F.49 - „l4 1 va , va V/ 6 8 .77 E5 g t7 t2 SAN NG SS R NG - 4• ST I e 4' ODS 3/4• CW 4• FDIC I _FDC-1 DSC-1 WHYD-1 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes \ City of Cannel (} DATE: ` 10/31/19 FIRST FLOOR PLAN 3132" = 11-0" DROP I I I I I I I I I I l3) 141 (5) 16) l /I 181 E.10 ly) 10 11 12 I I I I I I J I I H 14 WHYD-1 WHYDA I I I 2 1 I 3" DO ESTIC 5 6 8 AN NO 'SAN 2 SS SS " ss S 6-STANDPIPE SS SS 4" SAN CO FOV CO — I L ? 2S SS NO 4" SAN 7$ t \'� ,,lj �ih 4" SS 4' SS 2S V •SPN 4"SAN •SAN -%s G 1S - - - - - - 1S - - - NZ - _ _ S_ __'SAN—_i_ _ _ _ pS _I t 72 _ 72 _t _ _ SS 12"SAN �_ _ _�2e1/2"F FDVC-1 _�h _ _ __ _ SS �� 4• DS SS 44DS 77 '`� NG 77 a NG 4•CIS E9 if NQ ST v NG 4" ST ^\P 4" ODS 5 6 4" ODS '`^\o- NG 6 6 77 4" ODS 5 6 5 6 8 --_—„/4•�x'` —_ G_— _—_— „/4•NG—_ _— r _� i �b_- - - - ---_—_—_ ORO - - - - - - - - - - GPI if SS SS 4" SS a 2- RETAIL "SAN �•S ; 5 6 NG „ 4"SAN SS SS a NG p NO 12 , 1/4• '72 O O 25 ° 1 12 _ -� - - - - - - - - - ,S a � / /µl 12 - - 1 _ _ _ _ ' SAN NG O 7 4 ST 4' ST SS SS 2S CO "OS DROP CO "OD CO DSC-1 DSC-0 DSC-1 DSC-1 WHYD-, _ DGGsI- - I I I I I I I I I I I I I I I I I I INTERSTITIAL FLOOR PLAN 3/32" = 1'-0" 0 DRAWING NOTES 1 PROVIDE CONNECTION TO PIPING PROVIDED UNDER GARAGE PACKAGE 2 PROVIDE VALVED STUB FOR RETAIL SPACE. 3 PROVIDE SANITARY STUBBED AS LOW AS POSSIBLE FOR RETAIL SPACE. Cl�:Al9lol;W. �R.Y.'1;f. 11i� S5 PROVIDE 6" DIA. CORED OPENING IN PODIUM DECK. i6 GAS PIPING SUPPLY FROM GARAGE CEILING. �7 MULTIPLE GAS PIPING RISERS FROM S INTERSTITIAL SPACE. PROVIDE INDIVIDUAL SUPPLY TO MECH. CLOSET OF EACH UNIT. S8 RISE GAS PIPING AT WALL TO UNDERSIDE OF SECOND FLOOR. i9 PIPING RUN AT UNDERSIDE OF SECOND FLOOR. S 10 MULTIPLE GAS PIPING RISERS FROM UNDERSIDE OF SECOND FLOOR STRUCTURE TO RISE IN MECH. CLOSETS ABOVE. S11 GAS PIPING RUN IN INTERSTITIAL SPACE. i 12 MULTIPLE GAS PIPING RISERS TO RISE IN { MECH. CLOSETS ABOVE. y 13 STUB 2" GAS PIPING AT UNDERSIDE OF SECOND FLOOR FOR FUTURE CONNECTION AT RETAIL SPACE BASED ON CAPACITY OF 550 CFH. � 14 1-1/2" GAS RISER TO JANITORS CLOSETS. �15 1-1/2" GAS RISER FROM INTERSTITIAL TO S SECOND FLOOR. 1 2 NORTH KEY PLAN 1k1/ WO®LPE RT IRCRITEETYREjINGINEERINGICEMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E f1� V � D OL nO W E U � C J '- .J �^1 W � U � cn Q O � 0 U m W CO C N N m = U B Q Issuances: REv nEscenmoN MTe 0 Issued For Building 2 Reviee 10/05/18 , Issued For Building 2 Permit 05/01/19 2 ASI#10 09/11/19 Prom. No.: 074904 Date: 04/26/19 A Sheet Name: PLUMBING INTERSTITIAL AND FIRST FLOOR PLAN P2=100 1 2 3 0 5 0 7 E 0 Na RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel DATE: 10/31/19 THIRD FLOOR PLAN 3/32" = 1I-0" SECOND FLOOR PLAN 3/32" = 1I-0" O DRAWING NOTES 1 1-1/2" GAS RISER FROM FIRST FLOOR. 2 EXTEND 3/4" GAS FROM RISER TO INSTANTANEOUS UNIT. PROVIDE VALVE AT CONNECTION AND DIRT LEG AT BASE OF RISER. 3 EXTEND 1" GAS RISERTO THIRD FLOOR. 4 1" GAS FROM SECOND FLOOR. EXTEND TO INSTANTANEOUS HTR. PROVIDE VALVE AT CONNECTION AND DIRT LEG AT BASE OF CONNECTION. 1 2 NORTH KEY PLAN 1k1/ WOOLPERT IRCRITEETYREjINGINEERINGICEMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D OL nO W n� _ W r) FZ U � C J '- J �^1 W � Qum U � cn o � N €W p n1 a% U c W `o m co o c U G€ B m Go Q Issuances: REV DEacREmuN MTe 0 Issued For Building 2 Reviee iO5/18 1 Issued For Building 2Permit 05101/19 2 ASI#10 09/11/19 Prom. No.: 074904 Date: 04/26/19 A Sheet Name: PLUMBING SECOND AND THIRD FLOOR PLANS P2=101 1 I 2 I 3 I 4 I 5 I 6 I 7 1 8 1 9 Na m K m a U W N E➢ C v ro a 0 rn a m o! E a N a. V. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel DATE: 10/31/19 3'VTR 2S RD-1 O 0 O 0 11 OD-1 3" VTR u zs THIRD FLOOR ROOF --- FOURTH FLOOR VENTING PLAN 3132" = 1'-0" THIRD FLOOR ROOF RD-1 SEE DWG P2-101 � THIRD FLOOR PLAN FOR ROOF DRAIN DESIGNATIONS OD-1 FOURTH FLOOR PLAN 3132" = 110" 3' VTR 3' VTR 2s O OD-1 w —2. V 2' V— VS VS J 3" V� -A2 3' VTR 15 P 01 II r 4" ODS OD-1 / FDV KOZ TO RHVD-1 82-A2 P2-401 4" 0' o.PEA F1610.wa SS vs E ez-Bz P2�02 4 3 1 2 NORTH KEY PLAN Ik1/ W®®LPE RT IRCRITEETYREjENGINEERINGICEMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D OL nO W n� W FZ U c J '— J y--, ��VVVAIIJJJ111 U � cn c K O c Qu m N av a% U c W `o m co o c B �U Q Issuances: REv oacREmuN MTe 0 Issued For Building 2 Reviea 10/05/18 1 Issued For Building 2 Permit 05/01/19 2 ASI #10 09/11/19 Prom. No.: 074904 Date: 04/26/19 A Sheet Name: PLUMBING FOURTH FLOOR PLANS P2=102 f 1 A )' — �iD M c---- - - D --- - 6 4 5' E — -- - F G-- — 2 3 4 5 6 7 1 8 1 9 Q DRAWING NOTES Q DRAWING NOTES 1 INDICATES AREA OF GAS METERS PROVIDED BY VECTREN. 6 NOTE: ALL INDIVIDUAL GAS PIPING TO INDIVIDUAL UNIT SHALL BE MINIMUM OF 1-1/41, 2 PROVIDE CONNECTION TO OUTLET OF EACH SIZE. METER AND EXTEND INDIVIDUAL SUPPLY TO EACH UNIT. 3 PIPING RUN AT GARAGE CEILING. HOLD AS HIGH AS POSSIBLE. 4 PIPING RISES THRU PODIUM DECK TO INTERSTITIAL SPACE. REFER TO DRAWING P2-100 FOR CONTINUATION. 5 PROVIDE 6" DIA. CORED OPENING IN PODIUM DECK. I I I I I I I I Hz �I I -- ---�--- - — --- --- --- - - -- --- --- --- --- --- --- --- ---- --------- --- --- -- --- --- --- --- --- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 3 I -----�I- - - - - - - - - - - -- -- -- -- �z --- --- - -- 1 z STAIR 2A 016 I I I I I I I I h II II I ELEVATOR 2A 002 6 @ 1-1/4', 1 @ 2- RETAIL I I I I I I I I I I I I — — — — — — — — — — — — — — — — dam,. — — I-ir2' FOR JANITORS - - CLOSET UNITS S I I I I G I I G I I I d I G I G I I 6 6 6 6 6 6 I I I I I I I I I I I 4 5 4 5 4 5 4 5 4 5 4 5 I I I I I I I I I I I I I I I I I I I I I I I I I I _ — _ — _ _ — _ _ — — _ — _ _ — —— —-- — _ — _ _ — _ _ _— _— _ — I I I I I I I I I I I I I rz- I /1//-Z- 7 - - - I I I I I I I I I I I I I I I i I I I I I d -- -- -- -- -- -- -- -- - - --- - - - - -- --- -- -- --- C - - -- ----I - -- - - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 'I I I, I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I H--�--- ------ — -- --�-- — — — — — — — — — ------------ -- -- -- -- — — -- -- -- I I I I I I I I I I I I I I I I I I I I 6 I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 2.5 2.9 3 3.4 4.5 10 11 12 13 n GARAGE PLUMBING PLAN - AREAS A & B 1 3/3Z _ 1 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Cannel ',"1 DATE: 10/31/19 1k1/ W O U L P E R T IRCRITEUIREjENGINEERINGIGEO PITIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D E Comm _0 0 E U � C J '— J �, ��VVVAIIJJJ111 U � cn o � 0 a� no C ono C 0 no U I*€ no Q Issuances: Prom. No.: 074904 Date: 02/22/18 A Sheet Name: BUILDING 2 GARAGE PLAN P2=201 Na 2"STACK`T"T (TOP FLOOR C CO SKI DISPOSER 62-Al TYPICAL PLAN 1W = R0" Li I I I LVI I I 1 I I 11Y2' II WCI II 1 ry II II II �I II it 2" VS--' \I1 (TOP FLOOR ONLY) BT1 II 32-Ai ISOMETRIC NTS 62-A2 TYPICAL PLAN 1/4" = V-0" 2" STACK VENT (TOP FLOOR ONLY) 1 2" STACK VENT (TOP FLOOR ONLY) II 1 `I II 2"VS�II II V1 R WCi L BT1 32-A2 ISOMETRIC NTS DISPOSER CO � N B2-A4 TYPICAL PLAN 1/4" = RO" II \ T f Y ffi LIa II WSM-1 M II II 2'VS / II I II II II 1 1/2" VR 7T-� I 1 2" STACK VENT II it II (TOP FLOOR ONLY) II II II II 1 11/7vR� I�1 Me,I II `Q2" II 3" 3^ BT1 F�-1 WCi FD-1 11 2�� ti II 2 2 SS Ikiff WO®LPE RT IRCRITEETYREj NmNEERINGIGEWATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 G SK1 J DISPOSER Z 0 K CO v ' ) p o nl 0 0 C 4 > n M N N €W Q my U c `o W m co o c _ — m m U m 2" Go B2-A4 ISOMETRIC NTS Q Issuances: REV oacREmuN MTe 0 Issued For Building 2 Reviee 10/05/18 1 Issued For Building 2 Permit 05/01/19 2 ASI#10 09/11/19 Prom. No.: 074904 Date: 04126119 Sheet Name: PLUMBING TYPICAL ENLARGED PLANS AND ISOMETRICS RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and focal Codes City of Cannel DATE: 10/31/19 �P [111 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 Na B2-A5 TYPICAL PLAN 1W = 1'-0" 82-A5 ISOMETRIC NITS inn RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Cannel DATE: 10/31/19 BEDROOM PLAN AND ISOMETRI 1 132-131 TYPICAL PLAN yl'T2� Ad i n II i ,t % 1 11 II I1 � II IC 82-81 ISOMETRIC NITS 2' STACK VENT (TOP FLOOR ONLY) BT1 IT 132-131 TWO BEDROOM PLAN AND I / �II I I I I \ \T T?o z• vs—\ 11 V1 82-82 TYPICAL PLAN 2" VS --\SKI I JJJ iCO i r DISPOSER jj- II II �T?�I II rVS —\ z 2* STACK VENT II (TOP FLOOR ONLV7 _ LVi 11 II II I� LV1 3• BT1 II �2" VS II 1 1/2 2' - 1 1/2* 2• Is WSH-2 ��2`'�� WC1 2"vs I1 13^ ss IL I I n 2• vs FD-1 2' STACK VENT 2 (TOP FLOOR ONLY) II r3" II I / LV1 II BT1 3' 3• \\\ 2- 2* VS 3" SS F0.l 82-82 ISOMETRIC NITS NIT 132-132 TWO BEDROOM PLAN AND I WC1 Ik1/ W®®LPE RT ARCXITECTUREj_NOINEERINOIOEMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E V� W D E CLim Q E U C J J ��VVVAIIJJ)� � y rVL) / Q 0 0 N 0 M ^,c W `om co o c L y � U m B so Q Issuances: REV nEscenmoN MTe 0 Issued For Building 2 Reviea 10/05/18 1 Issued For Building 2 Permit 05/01/19 2 ASI#10 09/11/19 Prom. No.: 074904 Date: 04/26/19 A Sheet Name: PLUMBING TYPICAL ENLARGED PLANS AND ISOMETRICS [JI'ZA 11YA 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 1 9 Na RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel DATE: 10/31/19 8SA2 ADA TYPICAL PLAN 82-A3 TYPICAL PLAN 1W = T-0" W = 1-0" z" VS T / 2" VS 3" II WSH-1 = WCO 82-A2 ADA ISOMETRIC MS ADA UNIT B2-A2 ADA ONE BEDROOM ACCESSIBLE PLAN AND a2-AAISOMETRIC 32-A3 ISOMETRIC NTS r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r v 2" V %# W®®LPE RT ARCNITECTNREIENCINEERINCICEMATIIL 7635 Interactive Way Suite 100 C Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E fEENJ ` W D CLim ^0 \W\ _ W U � C J J �A K 0 F= V) 0 0 A% N M W N € �0 Q 0M c � W � `om co o c L y N U no B m so Q Issuances: REV nEscan M MTe 0 Issued For Building 2 Reviee 10/05/18 1 Issued For Building 2 Permit 05/01/19 2 ASI#10 09/11/19 Prom. No.: 074904 Date: 04/26/19 A Sheet Name: PLUMBING TYPICAL ENLARGED PLANS AND ISOMETRICS [JIPZA 11141 Na Q N 82431 P2�02 82A1 P2402 82-Ai �I 82A1 g P2-001 I P2�02 � Q' 82-Ai P2-401 B2-Al / v P2 401 / C / 4 82-P2 P2-401 P2 401 T P2-001 B2A1 � B2-A2 P2102 Tt \ P2'01 B2-A, ♦ B2-A2 , P2-401 82-A5 A�1 P2A02 WHVD-1 ! 41\ P2-401 Met 82A1 P2-402 � \ ♦ Ir CW 3/4" HW ♦ B2-A2 2A01 P2<02 n 3/4"HW P2-402 J WH 1 P2A01 1"CW 11/2" MB1 m ♦ 1/2" HW � 1/2" CW ♦ ♦ 82-A2 ♦ 82-A4 ♦ � P2-001 B2-AS 1/20HW P2�02 1/2). CW � T ♦ ~ I 82-A4 P2401 I WHYD-1 m B2-P2 P2-401 82A1 P2�02 3/q 11� BALLVALVE B2-B1 P2-402 WHVD-1 B2-Ai P2d01 1 J� RHV0.1 < '� _ Q B2-Ai B2-Ai P2�01 P2�01 - G YL 1 b P2�01 I 82-A1 B2-Ai P2-001 P2A01 /g' - O B2-A2 �• T P2-401 ♦ Z� I P2�01 m � B2-A2 82-Ai y> 1' 2 1/2" ` P2 A2 P2-401 J 01 I/ADA 82-A2 P2-401 IV 0 DRAWING NOTES PROVIDE ACCESS PANEL. PROVIDE CONNECTION TO UNDER GARAGE PACKAGE i 3"STANDPIPE BALL VALVE O O I B2-A3 P2-403 B2E2 ` P2�02 I a n B2-B2 P2�02 1 B2A2 P2A02 RHVD-1 B2-B2 P2-402 B2-B2 P2-402 B2-A2 d P2-40, 0>� y 6 1 0 1 1 I 1kil WOULPERT ARCNITECTNREIENCINEERINCICEMATIIL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 0 J •� J ��VVVAIIJJJ111 y--, 0 F= Y) 0 0 m � � Qum En U m A� W 0 c N N �U Q Issuances: REv nEscenmeN DATE 0 Issued For Building 2 Reviea 10N5/18 1 Issued For Building 2Permit 05101/19 2 ASI#10 09/11/19 Prom. No.: 074904 Date: 04/26/19 Sheet Name: PLUMBING WATER ISOMETRIC RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel DATE: 10/31/19 OVERALL WATER ISOMETRIC IJIPZOIG 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 1 9 ma 21rz-� zs 2'-/ 2`- "VS 2" VS2" STACK VENT � r2"STACKVENT 3' SS l / 2 -VS IV II B2-AS YSS 2" VS P2�02 11 B2-B1 ' S P2-002 II � II B2-A5 P2-402 3" SS CO B2-B7 P2-402 WCO B2-AS P2-40�Le O n SANITARY AND VENT ISOMETRIC - SOUTH NTS VS woe 3" VTR spy n — 2 II II 2" STACK VENT II B2-B1 i P2A02 2" STACK VENTS II SS �3"VTR 2" STACK VENT 2• STACK VENT T c Il B2-A1 II If P2.401 ' II II 2" VS II ` 2`, II ,•y' "STACK VENT �1 3, VTR a � 32-137 I 32-A7 II II 1�211'% P2A02 II P2-401 YSSn 5 � � 2" STACK VENT 2" STACK VENT 2' STACK VENT III p TTT R,I2' 3. B2-A2 g' II u c'L P2-401 II 2" VS o \ y f P2401 2" VS / 2" STACK VENT II II 2" STACK VENT Iy 2'VS I 2"VS II IIkI� 2"STACK VENT II �II B2-Al ill "VS 3' VTR i� \ I�y 1 P2401 % asp B2-B7 —3" SS 2"VS P2<02 IIII Iµ{ II II O 3" Z112' \2"� II �I 6 R B2-A2 II WCO B2-A2 P2�01 P2<01 I / I I I 2" VS B2-Ai 1 2"STACKVENT 2 1 3"SS II II WCO B2-A7 II 2"STACKVENT 1 P2<Of I{ 3"VTR \rc m 3•SS P2-401 �� Iit 2"STACKVENT `1 II O 3"SS 2' STACK VENT WC B2-Ai 1 2"VS� Ij2,� B2-Ai 11 WCO 41 P2401 II �I 4L 3"SS P2�01 WCO o c 2q2" li B2-A2 ADA 2"STACKVENT � WCO " P2-401 B2-A2 2' VS III 2' B2-B1 � � B2-A2 P2-402 P2-403 WCO L P2401 3"SS O 3"SS 2" STACK VENT ?� 2, B2-Ai II 1 �2' VS II a P2<01 II 2" VE iJ 3' SS IIJOWCO YSS 110=44" m WCO WC a2• o 2" STACK VENT, :s ' VS r B2-A2 I P2<01 II 'Vs ss RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel ',"105 DATE: 10/31/19 B2-A2 yf P2�01 O 3" SSA 3" SSA II II II B2-A2 II 32-Ai WCO P2<01 II P2-401 3" SS II 3" SS CO 3" SS 3" SS WCO WCO rza B2-A2 WCO P2 401 n n SANITARY AND VENT ISOMETRIC - MIDDLE "%Z:�V NTS O B2-B1 P2-402 0 4" VS O DRAWING NOTES 1 PROVIDE CONNECTION TO PIPING PROVIDED UNDER GARAGE PACKAGE 2 PROVIDE SANITARY STUBBED AS LOW AS POSSIBLE FOR RETAIL SPACE. B2-B2 y P2-402 II II °� II 2' STACK VENT 2"VS II 2' STACK VENT II �I II II 32-132 1/-2" VS P2-002 — B2-B2 111 II P2.402 3"VTR :: — 2' STACK VENT it "� — 2"STACKVENT In` 21r2'�' 1112 f u� �II LVi 11/2" II lI SKi LVi �13"SS IIII 2 1/2"STACK VENT7 2" IIII WSH 1 II BF1 11 3 IIII II "��3 3 II B2-A2 IIII a WCi• II RI 2" P2-401 y11 1n9 II SS II 2' VS I II I ss FD-1 in.� pp 2" STACK VENT n 2-VS BF1 ;P2 B2 II II02WCi LVi SS F1WC' SIM. 1 WSH-1 p ?' IIII L l3"SS SANITARY AND VENT ISOMETRIC - NORTH NTS LVi �t> O W®®LPE CST IRCRITEETYREjENGINEERINGICEMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E r�im W D E OL _0 W Q E U � C J '- J y--, ��VVVAIIJJJ111 rUn K > � m oNa 0 N a% Una c ` W om co o c 120 U „ no € B m Go Q Issuances: REV nacanmM MTe 0 Issued For Building 2 Reviee 10/05/18 1 Issued For Building 2Permit 05/01/19 2 ASI#10 09/11/19 Prom. No.: 074904 Date: 04/26/19 A Sheet Name: PLUMBING SANITARY AND VENT ISOMETRIC 14'IY� u 2 3 9 9 I 7 1 W HVAC ABBREVIATION LEGEND PIPE SYMBOL LEGEND SCHEMATIC SYMBOL LEGEND A AMPS MC MECHANICAL CONTRACTOR +--CHWS4 CHILLED WATER SUPPLY PIPE ICI PIPE DOWN MV/AV AIR VENT, MV-MANUALVENT;AV- AUTOMATIC VENT ACC ACR AIR COOLED CONDENSING UNIT ACR COPPER REFRIG PIPE MCA MD MINIMUM CIRCUIT AMPS MANUAL DAMPER !-CHWR� CHILLED WATER RETURN PIPE ,Y� PIPE UP AFF ABOVE FINISHED FLOOR MFF MATT FACED FIBERGLASS ♦-CWS� CONDENSER WATER SUPPLY PIPE ! Y ! TEE DOWN M� AUTOMATIC 2-WAY CONTROL VALVE ALUM ALUMINUM MI MALLEABLE IRON !-CWR� CONDENSER WATER RETURN PIPE �+ TEE UP APO AIR PRESSURE DROP MUA MAKE UP AIR ASJ ALL SERVICE INSULATION JACKET NC NOISE CRITERIA LEVEL t-DCW4 DOMESTIC COLD WATER PIPE ✓ PIPE BREAK (FOR CLARITY) AUTOMATIC 3-WAY CONTROL VALVE B STEAM BOILER CA OUTSIDE AIR !-HWS--i HEATING HOT WATER SUPPLY PIPE CAPPED PIPE BAS BUILDING AUTOMATION SYSTEM OBD OPPOSED BLADE DAMPER !-HWR� HEATING HOT WATER RETURN PIPE •r,T�' GAS SHUT-OFF VALVE AUTOMATIC FLOW CONTROLLER BDD BACKDRAFT DAMPER O.C. ON CENTER BHP BRAKE HORSE POWER ODU OUTDOOR UNIT ♦-CLYS4 ICE WATER SUPPLY PIPE S BALL VALVE BOD BOTTOM OF DUCT PC PLUMBING CONTRACTOR !-GLYR4 ICE WATER RETURN PIPE BUTTERFLY VALVE CHECK VALVE BOP BOTTOM OF PIPE PC PRESSURE DROP BR BRAZED PGGS PAINT GRIP GALVANIZED STEEL I-DTS� DUAL TEMPERATURE SUPPLY PIPE L_ 7 UNION C-AL CAL CORRUGATED ALUMINUM CALCIUM SILICATE INSULATION PP PPM POLYPROPYLENE PARTS PER MILLION ✓-DTR� DUAL TEMPERATURE RETURN PIPE {; CALIBRATED BALANCE VALVE FLEXIBLE CONNECTION CCP CALCIUM CARBONATE POWDER PRESS. PRESSURE ♦-DHWi DOMESTIC HOT WATER PIPE 7ri PRESSURE REGULATING VAVLE CIF CUBIC FEET PRV PRESSURE REGULATING VALVE !-_VVENT PIPE GLOBE VALVE TR _ F GAUGE, T-TEMPERATURE; P-PRESSURE CFM CUBIC FEET PER MINUTE PS PRESSURE SENSOR ♦-G� NATURAL GAS PIPE GATE VAVLE CH CHILLER PVC POLYVINYL CHLORIDE CHP CHILLED WATER PUMP PVCGS PVC COATED GALVANIZED STEEL J-LPG� LIQUID PROPANE GAS PIPE STRAINER WITH BLOW DOWN VALVE �'� MANUAL BALANCE VALVE CHIN CHILLED WATER RA RETURN AIR !-RL� REFRIGERANT LIQUID PIPE ? Y STRAINER CHWR CHILLED WATER RETURN RC ROOM CRITERIA LEVEL CHWS CHILLED WATER SUPPLY RECT RECTANGULAR ♦-RSA REFRIGERANT SUCTION PIPE Fi BLIND FLANGE PIPE REDUCER/INCREASER CI CAST IRON REFRIG. REFRIGERANT J-RHGf REFRIGERANT HOT GAS PIPE ! 4 7 MOTORIZED 2-WAYVALVE CL CENTERLINE RL REFRIGERANT LIQUID CLP CENTERLINE OF PIPE RF RETURN OR RELIEF FAN !-LPS� LOW PRESSURE STEAM PIPE _ p �tl-� MOTORIZED 3-WAY VALVE PRESSURE REDUCING VALVE CMC CONC. CEILING MOUNTED CENTRIFUGAL FAN CONCRETE RMC RMP ROOF MOUNTED CENTRIFUGAL FAN ROOF MOUNTED PROPELLER FAN NMPS� MEDIUM PRESSURE STEAM PIPE J-HPS� HIGH PRESSURE STEAM PIPE I-CRCONDENSATE RETURN PIPE l�'L PRESSURE RELIEF VALVE SHUTOFF VALVE CPVC CHLORINATED PVC RTU ROOF TOP UNIT CR CRP STEAM CONDENSATE RETURN CONDENSATE RETURN PIPE RV S RELIEF VALVE SWITCH ♦-FWD FEED WATER PIPE awa PRESSURE GAGE F THERMOMETER COMBINATION BALANCE -SHUTOFF VALVE CS CARBON STEEL SA SUPPLY AIR CT COOLING TOWER SC SENSIBLE CAPACITY CU COPPER SCH SCHEDULE TDV TRIPLE DUTY VALVE; SHUTOFF -BALANCE -CHECK DUCTWORK SYMBOL LEGEND CW CONDENSER WATER SCR SCREWED (THREADED) CWP CONDENSER WATER PUMP SF SUPPLY FAN SAFETY RELIEF VALVE D DRAIN SO SHUT OFF VALVE TERMINAL a3-r� n I SUPPLY OR OUTSIDE AIR DUCT RADIUS RECTANGULAR ELBOW DB DECIBELS SQ SQUARE DCW DOMESTIC COLD WATER SS STAINLESS STEEL DIRECTION OF FLOW ICI f RETURN OR EXHAUSTAIR DUCT UP ( SUPPLY OR OUTSIDE AIR ROUND 0 W DUCTUP CDC DIRECT DIGITAL CONTROLS SW SWEAT CONNECTION DHW DOMESTIC HOT WATER SWLD SOLVENT WELD DMPR DAMPER T THERMOSTAT SUPPLY OR OUTSIDE AIR DUCT DOWN RETURN OR EXHAUST AIR ROUND DUCT UP DS DUCT SILENCER (SOUND ATTENUATOR) TC TOTAL CAPACITY DT DUALTEMPERATURE TEMP. TEMPERATURE DTP DUAL TEMPERATURE PUMP TH THICKNESS � RETURN OR EXHAUST AIR DUCT DOWN ROUND DUCT DOWN DTR DUAL TEMPERATURE RETURN THIRD THREADED DTS DUAL TEMPERATURE SUPPLY TOD TOP OF DUCT E-AL EMBOSSED ALUMINUM TOJ TOP OF JOIST �� SUPPLY/ OUTSIDE AIR DUCT OFFSET ROUND OFFSET EAT ENTERING AIR TEMPERATURE TOS TOP OF STEEL EC ELECTRICAL CONTRACTOR TS TEMPERATURE SENSOR EDB ENTERING DRY BULB TEMPERATURE T/S PIPE TYPE OR SCHEDULE �. RETURN AIR DUCT OFFSET ROUND ELBOW \ffi EF EXHAUST FAN UBC UPBLAST CENTRIFUGAL FAN EH ELECTRIC HEATER UC FLEXIBLE UNICELLULAR EWB ENTERING WET BULB TEMPERATURE UH UNIT HEATER MANUAL BALANCING DAMPER ROUND WYE EWT EXH ENTERING WATER TEMPERATURE EXHAUST UV V UNIT VENTILATOR VOLTS F FURNACE VAV VARIABLEAIRFLOW MOTORIZED DAMPER ELI RECTANGULAR BRANCH TAKEOFF FCU FANCOIL UNIT VC VENTILATING CONTRACTOR FD FIRE DAMPER WCS WROUGHT CARBON STEEL FIREDAMPER Vl RECTANGULAR DUCT TERMINATION FFJ FOIL FACED JACKET WCU WROUGHT COPPER FG FIBERGLASS WILD WELDED CONNECTION FGB FIBERGLASS BOARD INSULATION WMP WALL MOUNTED PROPELLER FAN RECTANGULAR TO ROUND TRANSITION �J ROUND DUCTTERMINATION FGW FIBERGLASSWRAP WPD WATER PRESSURE DROP FLA FULL LOAD AMPS WT WEIGHT (OR DENSITY) FLG FLANGE RECTANGULAR TRANSITION •--�� FLGD FLANGED FMG FOAM GLASS FPM FEET PER MINUTE r, I STANDARD RECTANGULAR ELBOW I 1 FPP FAN POWERED PARALLELVAV FPS FAN POWERED SERIES VAV FS FLOW SWITCH ANNOTATION SYMBOL LEGEND FSD FIRE/SMOKE DAMPER FIN FEED WATER Q THERMOSTAT OR TEMP. SENSOR QH HUMIDISTAT SECTION SYMBOL 100 G NATURAL GAS GA GAGE (GAUGE) GALV GALVANIZED SWITCH GC GENERAL CONTRACTOR GPH GALLONS PER HOUR X KEYNOTE DESIGNATION RTU EQUIPMENT PLAN MARK 12 GPM GALLONS PER MINUTE GRV GROOVED PIPE POINT OF NEW CONNECTION a GS GALVANIZED STEEL 4 DETAIL SYMBOL -100 H HUMIDIFIER (HUMIDITY) 1-01 VAV TERMINAL UNIT MARK HC HEATING CONTRACTOR 6LW-1 EQUIPMENTMARK HF HI A-8'¢ A-24x12 AIR DEVICE MARK - NECK SIZE 250 250 AIRFLOW HG HOTOT GAS GAS (REFRIGERANT) HP HORSEPOWER 8'o ROUND DUCT SIZE HPS HIGH PRESSURE STEAM HRC HEAT RECLAIM WATER 24x12 RECTANGULAR DUCT SIZE HS HUMIDITYSENSOR AIR DEVICE AND DUCT ACCESS. LEGEND HV HEATING/VENTILATINGUNIT HW HEATING HOT WATER HWB HOT WATER BOILER RETURN AIR GRILLE SUPPLY AIR DIFFUSER �� (HARD CONNECTION) HWP HOT WATER PUMP HWR HOT WATER RETURN Imo, SUPPLYAIR DIFFUSER WITH FLEXIBLE ICI"'� RUNOUTAND DAMPER �: RETURN OR EXHAUST GRILLE L�)ILJ (HARD CONNECTION) HWS HOT WATER SUPPLY ILC INLINE CENTRIFUGAL FAN LAT LEAVING AIR TEMPERATURE SIDEWALL DIFFUSER T 14X14 TRANSFER OPENING IN WALL LDB LEAVING DRY BULB TEMPERATURE LP LIQUID PROPANE LPS LOW PRESSURE STEAM SUPPLY AIR DIFFUSER �L (HARD CONNECTION) TRANSFER OPENING IN WALL LVR LOUVER LWB LEAVING WET BULB TEMPERATURE LWT LEAVING WATER TEMPERATURE RETURN OR EXH. GRILLE (HARD CONNECTION) M MOTORIZED MAT. MATERIAL MBH 1000 BTUH DESIGN CRITERIA I PROJECT NOTES I CONTROL NOTES: 1. PROVIDE PROJECT SPECIFIC CONTROL SYSTEM MANUAL FOR THE BUILDING. THE MANUAL SHALL CONTAIN A DIAGRAM OF THE CONTROL SYSTEM ARCHITECTURE, WIRING DIAGRAMS AND A SEQUENCE OF OPERATION. THE MANUAL SHALL ALSO INCLUDE AN 11 X 17 FLOOR PLAN INDICATING THE MAJOR EQUIPMENT AND PANEL LOCATIONS. THE MANUAL SHALL BE BOUND IN A HARD BACK 3 RING BINDER WITH DIVIDERS. BINDER SHALL BE LABELED'H.V.A.0 TEMPERATURE CONTROL MANUAL' AND INCLUDE THE PROJECT NAME AS WELL AS THE BUILDING NAME, NUMBER AND ADDRESS. 2. LABEL ALL CONTROL PANELS, ACTUATORS, SENSORS, ETC WITH 118' THICK PLASTIC LAMINATE SIGNS. SEE DRAWINGS FOR LABEL AND LETTERING REQUIREMENTS. LABEL DESIGNATIONS SHALL BE CONSISTENT WITH THE DRAWINGS, TEMPERATURE CONTROL SYSTEM MANUAL AND DIAGRAMS. 3. MOUNT WALL MOUNTED THERMOSTATS, TEMPERATURE SENSORS AND CARBON MONOXIDE SENSORS 4'-0' ABOVE FINISH FLOOR. DO NOT MOUNT THERMOSTATS OR TEMPERATURE SENSORS IN DIRECT SUNLIGHT OR NEAR HEAT PRODUCING EQUIPMENT. 4. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL MOTOR STARTERS AND DISCONNECT SWITCHES FOR H.V.A.C. EQUIPMENT UNLESS THEY ARE INCLUDED WITH THE EQUIPMENT AS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS. COORDINATE STARTER REQUIREMENTS WITH THE ELECTRICAL CONTRACTOR AND THE CONTRACTOR PRIOR TO ORDERING. 5. WHERE AUXILIARY CONTACTS ARE REQUIRED IN STARTERS PROVIDED BY THE ELECTRICAL CONTRACTOR, THE MECHANICAL CONTRACTOR SHALL COORDINATE THE QUANTITYAND TYPE OF CONTACTS WITH THE E.C. PRIOR TO PURCHASE. 6, THE ELECTRICAL CONTRACTOR SHALL PROVIDE CIRCUIT BREAKERS IN THE ELECTRICAL PANELS THAT ARE SPECIFICALLY DEDICATED FOR THE TEMPERATURE CONTROL SYSTEM. COORDINATE THE QUANTITY AND SIZES WITH THE CONTRACTOR. SEE ELECTRICAL DRAWINGS FOR LOCATION. 7. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALLTEMPERATURE CONTROL SYSTEM WIRING AND CONDUIT REGARDLESS OF VOLTAGE AS REQUIRED TO PROVIDE THE SPECIFIED SEQUENCE OF OPERATION OR SATISFYANY MANUFACTURER REQUIREMENTS. POWER AND CONTROL WIRING AND CONDUIT FOR VALVE ACTUATORS, DAMPER ACTUATORS, CARBON MONOXIDE SENSORS, TEMPERATURE CONTROL PANELS, RELAYS, INDICATOR LIGHTS, REMOTE CONTROL PANELS, SOLENOID VALVES AND OTHER SIMILAR DEVICES THAT ARE PART OF THE H.V.A.0 SYSTEM SHALL BE PROVIDED BV THE MECHANICAL CONTRACTOR. SEE ELECTRICAL DRAWINGS FOR THE LOCATION OF CIRCUIT BREAKERS SPECIFICALLY DEDICATED FOR TEMPERATURE CONTROL SYSTEM COMPONENTS. ALL 120 V CONTROL WIRING SHALL BE INSTALLED IN CONDUIT. CONCEALED ABOVE CEILING PLENUM RATED LOW VOLTAGE (24 VOLTS OR LESS) CONTROL WIRING DOES NOT REQUIRE TO BE INSTALLED IN CONDUIT. B. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL CONTROLS, RELAYS, SENSORS, CONTROLLERS, CONTROL TRANSFORMERS, CONTROL INTERFACE COMPONENTS, SOFTWARE, HARDWARE, ACTUATORS, SWITCHES AND ANY OTHER CONTROL COMPONENTS REQUIRED TO PROVIDE THE SPECIFIED SEQUENCE OF OPERATIONS ON PLANS, TO INTEGRATE PROJECT CONTROLS AND SYSTEM, AND TO MEET EQUIPMENT MANUFACTURER'S INSTALLATION AND OPERATION REQUIREMENTS, UNLESS NOTED OTHERWISE ON PLANS. 9. IT SHALL BE THE MECHANICAL CONTRACTORS RESPONSIBILITY TO COORDINATE ALL TEMPERATURE CONTROL SYSTEM REQUIREMENTS WITH THE ELECTRICAL CONTRACTOR PRIOR TO THE PURCHASE OR INSTALLATION OF ANY OF THE ELECTRICAL POWER OR TEMPERATURE CONTROL SYSTEM COMPONENT. 10. ALL DAMPERS ON THE INLET OR OUTLET OF THE FAN SHALL BE OPEN PRIOR TO STARTING THE FAN. PROVIDE ANY TIME DELAYS OR END SWITCHES AS REQUIRED. 11. IN PUBLIC AREAS PROVIDE CLEAR PLASTIC VENTED IMPACT RESISTANT LOCKABLE GUARDS ON ALL WALL MOUNTED THERMOSTATS OR SENSORS WITH ADJUSTABLE SET -POINTS. IDENTIFICATION: 1. PROVIDE PLASTIC LAMINATE IDENTIFICATION LABELS ON ALL EQUIPMENT SCHEDULED ON THE DRAWINGS. THE IDENTIFICATION SHALL BE CONSISTENT WITH THE PLANMARKS SHOWN ON THE DRAWINGS AND THE BAS SYSTEM USER INTERFACE. SEE DETAILS ON DRAWINGS REGARDING COLOR, SIZE, TEXT HEIGHT, ETC. 2. PROVIDE PLASTIC LAMINATE IDENTIFICATION LABELS ON ALL TEMPERATURE CONTROL COMPONENTS SUCH AS CONTROL PANELS, TEMPERATURE SENSORS, HUMIDITY SENSORS, ETC. THE IDENTIFICATION SHALL BE CONSISTENT WITH THE PLANMARKS SHOWN ON THE DRAWINGS WHERE AVAILABLE AND THE BAS SYSTEM USER INTERFACE. SEE DETAILS ON DRAWINGS REGARDING COLOR, SIZE, TEXT HEIGHT, ETC. 3. PLASTIC LAMINATE SIGNS AND LABELS ON OUTDOOR EQUIPMENT SHALL BE FIXED TO EQUIPMENT WITH STAINLESS STEEL OR ALUMINUM RIVETS OR STAINLESS STEEL OR PLATED SCREWS. 4. CLEAN EQUIPMENT AND PIPING PRIOR TO AFFIXING ADHESIVE TYPE LABELS AND SIGNS. I PROJECT NOTES I GENERAL: 1. INSTALL THE H.V.A.C. SYSTEM AS INDICATED IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. 2. COORDINATE ALL WORK WITH OTHER TRADES. REWORK OF PIPING, DUCTWORK, EQUIPMENT LOCATION, CONDUIT, ETC. AS A RESULT OF POOR PLANNING. COORDINATION OR SCHEDULING SHALL BE THE RESPONSIBILITY OF THE INVOLVED CONTRACTORS. NOTIFY THE ARCHITECT/ENGINEER OF ANY CONFLICTS PRIOR TO START OF WORK. 3. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ANY FRAMING REVISIONS, EQUIPMENT LOCATIONS, ADDITION OF CONTROLS, ELECTRICAL CIRCUITING REVISIONS, ETC. THAT RESULT FROM USING EQUIPMENT OTHER THAN THOSE INDICATED ON THE DRAWINGS. APPROVAL OF THE SHOP DRAWINGS BYTHE ARCHITECT/ENGINEER WILL NOT WAIVE THE CONTRACTOR OF THIS RESPONSIBILITY. 4. THE MECHANICAL CONTRACTOR SHALL HAVE THE FINAL RESPONSIBILITY FOR SYSTEM START UP, TRAINING, WARRANTY AND TURN OVER TO THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTRUCTING THE OWNER ON ANY ROUTINE MAINTENANCE REQUIRED DURING THE WARRANTY PERIOD. 5. ALL ITEMS INCLUDED ON THESE DRAWINGS AND THE SPECIFICATIONS SHALL BE INCLUDED IN THE CONTRACTORS BID. ANY ITEMS THAT ARE UNCLEAR OR FOUND TO BE INCORRECT BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO THE BID DUE DATE. EXCLUSIONS OF WORK FROM THE BID ARE NOT ACCEPTABLE. 6. ALL WORK INDICATED ON THE MECHANICAL DRAWINGS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE. 7. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL FIRESTOPPING FOR DUCT AND PIPE PENETRATIONS THAT PENETRATE FIRE RATED ASSEMBLIES. SEE ARCHITECTURAL DRAWINGS OR REFER TO THE OWNERS RECORD DRAWINGS FOR LOCATIONS OF FIRE RATED ASSEMBLIES. ALL FLOOR PENETRATIONS SHALL BE FIRESTOPPED AND SEALED WATER TIGHT WITH A FLEXIBLE SEALANT. INSTALL PER MFG. RECOMMENDATIONS. B. THE MECHANICAL CONTRACTOR SHALL COORDINATE ANY ROOF PATCHING FOR ANY MECHANICALROOF PENETRATIONSNOTSPECIFICALLYIDENTIFIED THEARCHITECTURAL DRAWINGS. ALL PATCHING SHALL BE PROVIDED BY GENERAL CONTRACTOR AND BE PERFORMED IN A MANNER CONSISTENT WITH THE ROOF SYSTEMS CURRENT WARRANTY REQUIREMENTS AND MANUFACTURERS RECOMMENDATIONS. 9. THE MECHANICAL CONTRACTOR SHALL NOT PERFORM ANY WELDING OR TORCH CUTTING OPERATIONS WITHIN THE OCCUPIED BUILDING WITHOUT OBTAINING PERMISSION OR A BURN PERMIT FROM THE OWNER. DUCTWORK -GENERAL: 1. ALL DUCTWORK SHALL BE CONSTRUCTED, INSTALLED AND SUPPORTED PER THE LATEST VERSION OF THE S.M.A.C.N.A. H.V.A.C. DUCT CONSTRUCTION STANDARDS. UNLESS SPECIFIED MORE STRINGENTLY IN THESE CONSTRUCTION DOCUMENTS. 2. COORDINATION OF DUCT SYSTEM INSTALLATION WITH OTHER TRADES SHALL BE PERFORMED PRIOR TO THE FABRICATION OF ANY DUCTWORK. VERIFY DUCT CLEARANCES PRIOR TO FABRICATION. NOTIFY THE ARCHITECT/ENGINEER OF ANY CONFLICTS THAT REQUIRE DIMENSIONAL CHANGES OR REQUIRE MAJOR RELOCATION OF DUCTWORK. 3. ALL DUCTWORK SHALL BE SUPPORTED FROM ROOF OR FLOOR STRUCTURE ABOVE. DUCTWORK SHALL NOT LAY ON TOP OF CEILING OR LIGHT FIXTURES. 4. ALL DUCTWORK SIZES SHOWN ARE EXTERNAL DIMENSIONS. ALLOWANCE HAS BEEN MADE FOR 1' DUCTLINER WHERE AND IF REQUIRED. 5. RECTANGULAR DUCTWORK SHALL BE SUPPORTED PER THE S.M.A.C.N.A. STANDARDS AND AT EACH CHANGE IN DIRECTION. EQUIPMENT - GENERAL 1. THE H.V.A.C. EQUIPMENT AND SYSTEM SHALL NOT BE USED TO DURING CONSTRUCTION. THE WARRANTY PERIOD SHALL NOT BEGIN UNTIL SUBSTANTIAL COMPLETION. THE CONTRACTOR SHALL EXTEND THE EQUIPMENT WARRANTY PERIOD AS NECESSARY WHEN EQUIPMENT IS USED AFTER INITIAL START UP AND PRIOR TO SUBSTANTIAL COMPLETION. 74,E WOOLG EUT MCNITECTNE IENOINEw11N0I0ECWATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 No PEIINU247 STATE OF F E U � C J '- J K W U rn V I � c m O O c O N V U W O c 5 o c L � _ d �E U m = U B Dlssuances: GENERAL DESIGN INFORMATION INDOOR DESIGN CONDITIONS BUILDING STAIRWELL WINTER DRY BULB: 60.0°F LOCATION: CARMEL, INDIANA LATITUDE: 39.97 CORRIDORS AND TENANT ROOMS LONGITUDE: 86.13 ELEVATION: 853 WINTER DRY BULB: 70.0°F OUTDOOR DESIGN CONDITIONS WINTER RH%: AMBIENT SUMMER DRY BULB: 75.0°F SUMMERDRY 91.3-F (0.4%ASHRAE DESIGN SUMMERRHh: 60% MAX Prom. No.: 074904 BULB: CONDITION) SUMMER WET 75.0-F (0.4% ASHRAE DESIGN Date: 04126119 BULB: CONDITION) WINTER DRY 2.6°F (99.6% ASHRAE DESIGN BULB: CONDITION) RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel '1"19, MECHANICAL SHEET LIST SHEET NUMBER SHEET NAME M2-001 WAC LEGEND AND NOTES M2-101 WAC FIRST AND SECOND FLOOR PLAN M2-102 WAC THIRD AND FOURTH FLOOR PLAN M2-103 WAC ROOF PLAN M2401 WAC TYPICAL ENLARGED PLANS M2402 WAC TYPICAL ENLARGED PLANS M2501 WAC DETAILS M2-601 MAC SCHEDULES A Sheet Name: HVAC LEGEND AND NOTES M2=001 DATE: 10/31/19 1 I 2 I 3 I 4 I 5 I 6 I 7 1 8 1 9 N RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel ',"ICJOWN s>z DATE: 10/31/19 C-8"o 135 CFM UNIT TYPE"B2-A5". w UNIT TYPE"B2-Bilk wo UNIT TYPE"B2-Ai". U UNIT TYPE"B2-Ai". - -�%9U NIT TYPE"B2-Bi". rn UNIT TYPE"B2-Ai". UNIT TYPE"B2-Ai". wUNITTYPE"B2-Bi". �� REFER TO REFER TO REFER TO REFER TO REFER TO REFERTO REFERTO REFER TO ENLARGED PLANS ENLARGED PLANS ENLARGED PLANS ENLARGED PLANS ENLARGED PLANS ENLARGED PLANS ENLARGED PLANS ENLARGED PLANS FORADDI-1 NA L FORADDITIONAL FOR ADDITIONA FORADDITIONAL FORADDITIONAL C10FORADDITIONAL FORADDITIONAL 11FORADDITIONAL INFORMATION. INFORMATION . � INFORMATION., Pg INFOR� N. � INFORM. Pg INFOR N. Pg INFORMATION. INFORM � Q E ® 5 © m E E Wd io � © w: o w: w: REF GB"m C-8"0 C-e"m C-800 D-20x20 GWm2 6 �135 CFM NP' 2-501 135 CFM �135 CFM T.„,�1�135 CFM 675 CFM 12"m 1000 Ent "m REF 7 ® AHU- Fo / U LAL w 0m m UNIT TYPE"B2-A4". 50 31 12x 12 12xl w UNIT TYPE M2-AZ. w UNIT TYPE"B2-A2". UNITTYPE"62-A2". m wUNIT TYPE M2-A7. p UNITTYPE"12-A3". REFER TO PLANS ENLARGPLANS ENLARGED PLANS REFER TO CFM DN DN REFER =� ENLARGED PLLREFER ToANS ElENLARGED PLANS '� ENLARGED PLANS ® :w ENLARGED PLANS ED FORA DD ITIONAL FOR ADDITIONAL FNFORMAT ONL FOR ADDITIONAL ® ® FORADDITIONAL ® FOR ADDITIONAL INFORMA-ION.:S -- 1 0 A n SECOND FLOOR PLAN - HVAC / NORTH 3/32" = 1'-0" 7 rD 5 y7,EH-1 ❑ ❑ D 125 CFMJNIT TYPE "62-A5".-� FDREFER TO \ �- D-12x12ENLARGED PLANS F71 T' 12x6 125 CFM FORADDITIONAL L� "62-Al". UNIT TYPE"62-Ai". UNITTYPE"62-61". UNITTYPE"62-Ai". UNITTVPE"62-Ai"INFORMATION. w UNITTVPE"B2-Bi". ®FUNITTYPE REFERTO �� ® /((REFERTO REFERTO m l ® /((REFERTO /((REFERT0 ILA REFER TO ENLARGED PLANS ENLARGED PLANS ENLARGED PLANS ENLARGED PLANS ENLARGED PLANS ITTT"~` ENLARGED PLANS FOR AOOITIONAL FORADDITIONAL FOR ADDITIONAL ® OR AOOITIONAL -FOR ADDITIONAL R` FOR ADDITIONAL INFORMATION. INFORMATION. INFORMATION. INFORMATION. INFORMATION, ,n It INFO® N. O ES ES Fg V D-20x20 675 CFM 12x12 � y UNIT TYPE "132-A4". w w REFER TO FORADDITIONAL C� 12x12 2 � UNIT TYPE"B2-A2". w UNIT TYPE "B2-AZ. FOR ADDITIONAL REFERTO-- ® ENLARGED PLANS p ® ENLARGED PLANS REFERTO INFORMATION. C-B FORADDITIONAL PLAINS AL FORADDITIONAL IONAL ES INFORMATION. INFORMATION. TYP. UNIT TYPE M2-A2". "L REFER TO EN EDPLANS FORADDITIONAL INFORMATION. FIRST FLOOR PLAN - HVAC 3/32" = 1'-0" UNIT TYPE M2-A2 TYPE A" REFER TO Illllfllll ® ENLARGED D PLANS FORADDITIONAL ADDITIONAL INFORMATION. THIS SPACE NOT IN SCOPE OF WORK UNIT TYPE "132-137. OREFER TO ENLARGED PLANS FORADDITIONAL INFORMATION. UNIT TYPE "B2-B2". REFERTO LARDED PLANS FOR ADDITIONAL INFORMATION. 0 0 DRAWING NOTES 1 PROVIDE 5KW CABINET HEATER. INSTALL PER MANUFACTURER'S RECOMMENDATIONS, SEE SCHEDULE. 2 PROVIDE COMBINATION FIRE/SMOKE DAMPERS AT ALL FLOOR PENETRATIONS. 3 OUTSIDE AIR VENTILATION DUCT. PROVIDE 24V AUTOMATIC DAMPER INTERLOCKED TO UNIT FAN. BALANCE TO AIRFLOW INDICATED. PROVIDE FIREISMOKE DAMPER AT FLOOR PENETRATION. 4 PROVIDE MINIMUM 12" BASE SUPPORT TO ALLOW CONDENSATE TO DRAIN TO JANITOR'S SINK. EXTEND CONDENSATE DRAIN (FULL SIZE) TO JANITOR'S SINK. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 5 12" X 6" TRANSFER DUCT LOCATED ABOVE CEILING. PROVIDE FIRE DAMPER AT WALL PENETRATION. 6 PROVIDE CLEAR LOCKABLE BOX FOR 7 EXTEND 2" PVC EXHAUST VENT IN WALL t FROM RINNAI TANKLESS WATER HEATER TO ROOF AND TERMINATE WITH VERTICAL 1 TERMINATION KIT. INSTALL PER t MANUFACTURER'S RECOMMENDATIONS. t 8 EXTEND 2" PVC COMBUSTION AIR PIPE FROM t RINNAI TANKLESS WATER HEATER TO LOW PROFILE WALL TERMINATION KIT. INSTALL t PER MANUFACTURER'S RECOMMENDATIONS. t 1 2 NORTH KEY PLAN 1k1/ W®®LPE CST IRCRITEULMEjINGINEERINGICEMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E n� W D OL nO W n� W U C J '- .J W K rUn c D O O c i drN € N Q CD my U c W `o m co O c L N N U �€ B m G U Q Issuances: REV DEECIFUMM MTE 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2Permit 05/01/19 2 ASI#10 09/11/19 Prom. No.: 074904 Date: 04/26/19 A Sheet Name: HVAC FIRST AND SECOND FLOOR PLAN M2=101 1 2 3 0 5 0 7 E W N RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel DATE: 10/31/19 UNIT TYPE REFER UNIT TYPE "B2-A4". REFERTO ENLARGED PLANS n FOURTH FLOOR PLAN - HVAC L`% 3132" = 1'-0" NORTH C-8"e 175 CFM REFERTO ARGED PLANS e ADDITIONAL FORMATION. 6 UNIT TYPE"B2-A2". REFER TO ® ENLARGED D PLANS FOR ADDADDITIONAL INFORMATION. 1 D-20x20 350 CE�F�MaLL ICY FED 10x10 E UNITREFERTOAI 165CFM � ENLARGED PLANS T FORADDITIONAL cl m i�-�i INFORMATION. i� �i w TVP® LE "B2-Bi". UNITTVPE"B&Ai". �i® UNIT TYPE"B2-Ai". UNIT TYPE"B2-Bi". ur I IUNITTVPE"B2-Ai". wUNITTVPE"B2-Bi". TO REFERT _ _ REFER TO REFER TO _ _ EFER TO REFER TO PLANS ENLARGED PLANS ENLARGED PLANS ENLARGED PLANS-J ENLARGED PLANS ENLARGED PLANS TIONAL FORADDITIONAL FORADDITIONAL FORADDITIONAL OR ADDITIONAL FORADDITIONAL ATION. (INFORMATION.- /INFORMATION. INFORMATION. P&INFORMATION. INFORMATION. © ' ® © E ®� ®i E 165 CFM Trr i® ®i w: ®� w: ®� w: I GWH2 6 -e CA"D C-8"D C-8"165 CFM 185 CFM 165CFM 165CFM 14"D 12"D 10e a� - -,�© - lox1ouPTo HU- — F1 -'4TH FLOOR w _ y �� m _ _ _ w �Y 2 w m w w 10"UP UNIT TYPE"B2-A2". UNIT TYPE "B2-A2". UNIT TYPE"B2-A2". UNIT TYPE"B2-A2". UNIT TYPE"B2-A2". REFERTO :W REFER TO REFERTO m: :w REFERTO :W 8"DN - ¢_. ¢ _-_ ¢- REFERTO ENLARGED PLANS ENLARGED PLANS ❑ ENLARGED PLANS ENLARGED PLANS E'__ ENLARGED PLANS FOR ADDITIONAL - FOR ADDITIONAL FOR ADDITIONAL FOR ADDITIONAL a-- FOR ADDITIONAL INFORMATION. INFORMATION. INFORMATION. INFORMATION.==yig=- f INFORMATION. 61 nTHIRD FLOOR PLAN - HVAC NORTH UNIT TYPE "132-132". PREFER TO ENLARGED PLANS FOR ADDITIONAL INFORMATION. WUNIT TYPE "62-62". REFER TO ENLARGED PLANS FORADDITIONAL INFORMATION. "B2-B2". TO PLANS -IT TYPE "B2-B2". —REFER TO 4LARGED PLANS OR ADDITIONAL INFORMATION. lbwJ A O DRAWING NOTES 1 OUTSIDE AIR VENTILATION DUCT. PROVIDE 24V AUTOMATIC DAMPER INTERLOCKED TO UNIT FAN. BALANCE TO AIRFLOW INDICATED. PROVIDE FIRE/SMOKE DAMPER AT FLOOR PENETRATION. 2 PROVIDE MINIMUM 12" BASE SUPPORT TO ALLOW CONDENSATE TO DRAIN TO JANITOR'S SINK. EXTEND CONDENSATE DRAIN (FULL SIZE) TO JANITOR'S SINK. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 3 PROVIDE CLEAR LOCKABLE BOX FOR 4 EXTEND 2" PVC EXHAUST VENT IN WALL FROM RINNAI TANKLESS WATER HEATER TO ROOF 1 AND TERMINATE WITH VERTICAL 1 TERMINATION KIT. INSTALL PER 1 MANUFACTURER'S RECOMMENDATIONS. 1 5 EXTEND 2" PVC COMBUSTION AIR PIPE FROM 1 RINNAI TANKLESS WATER HEATER TO LOW 1 PROFILE WALL TERMINATION KIT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 1 6 2" PVC VENT IN WALL FROM GAS FIRED 1 WATER HEATER BELOW. T 1ktff WOULPERT IRCRITECTYREjEN61NEERIN6l6EWATI1L 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E W Ito l] n OL �O \W\ W U .J W U K O O C > Q N im W � c `o m co o C �U Q Issuances: MEN DERMIM N MTe 0 Issued For Building 2 Review 10N5/18 1 Issued For Building 2Permit 05101/19 2 ASI#10 09/11/19 Prom. No.: 074904 Date: 04/26/19 Sheet Name: HVAC THIRD AND FOURTH FLOOR PLAN M2=102 2 3 4 1 5 9 r 8 1 9 Nar RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel CU-2 0 0 CU-2 0 0 CU-3 - UNITS 32-131 REFRIGERANT PIPING UNITS B2-A5 REFRIGERANT PIPING J CU-4 CU4 UNITS B2-A4 • AHU-5 CORRIDOR REFRIGERANT PI TS REFRIGERANT G CU-20 CU-2 CU-2ITS "Z� B2-A2 REFRIGERANT PIPING UNITS B2-Bi ERANT PIPING UNITS 32-A1 REFRIGERANT PIPING CU-1 CU-1 CU-1 CU-1 CU-3 UNITS B2-Ai 0 0 0 0 T k REFRIGERANT CU-3 0 • CU-1 CU-1 L CU-1 CU-1 — Q T TYP 3 • 0 CU-1 • CU-1 — 2 3 4 VP CU 1 UNITS REFRIGERANT PIPING A TYP 4 3 2 CU-2 CU-2 CU-2 CU-2 CU`22 0�)'' 00CU-2 �r��0�f0�� 0 CU-_'�./ OCU-2 UNITS 32-A2 [TI iT - INITS B2-A2 REFRIGERANT PIPING IN III n REFRIGERAI n ROOF HVAC PLAN / L,NORTH 3132" = r_0 0 CU-3 UNITS 32-131 REFRIGERANT PIPING HP-1 1 CU-4 B 5 GRV-2 0 3 e@CU-2 S B2-A2 RIGERANT PIPING Q Y CU-2 • w CU2 1k1/ O DRAWING NOTES --- W®®LPE RT aecanec LMEIINmneeRwciceo ATIAL 1 PROVIDE SPLIT SYSTEM FOR HOISTWAY CONDITIONING. INDOOR UNIT SHALL BE WALL MOUNTED WITHIN HOISTWAY. LOCATION SHALL BE 7635 Interactive Way FIELD COORDINATED TO NOT OBSTRUCT ANY Suite 100 ELEVATOR CLEARANCES OR REQUIREMENTS. Indianapolis, IN 2 ROUTE REFRIGERANT PIPING TO INDOOR UNITS G 46278 PER MANUFACTURER'S RECOMMENDATIONS. 317.299.7500 3 CONDENSING UNIT MOUNTED ON EQUIPMENT FAX: 317.291.5805 SUPPORT RAIL. REFER TO DETAIL #11 ON SHEET M-501. 4 PROVIDE PIPE CURB ASSEMBLY FOR ROUTING CONDENSING UNIT PIPING THROUGH ROOF. PROVIDE PIPE CURB FOR EACH CLUSTER OF CONDENSING UNITS. SEE DETAIL #6, SHEET M-501 5 VENTILATION AIR DUCT THROUGH ROOF. TERMINATE WITH WEATHER HOOD WITH BIRDSCREEN. 6 PROVIDE VENTILATOR (WITH A MOTORIZED LOW LEAKAGE DAMPER) ON ROOF OF ELEVATOR SHAFT. THE DAMPER WILL FAIL "OPEN" (DUE TO LOSS OF POWER) AND WILL BE TIED INTO THE FIRE ALARM SYSTEM. FIRE OR SMOKE WILL OPEN THE DAMPER A t S S 7 RINNAI TANKLESS WATER HER VERTICAL F n A3 TERMINATION KIT FOR EACH HEATER. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. GENERAL NOTES: A. MAINTAIN 10' SEPERATION FROM EQUIPMENT TO BUILDING EDGE. TYR CU-4 • 0 cu< UNITS 32-132 REFRIGERANT PIPING CU:4 Ef 0 • CU-4 CU4 2 3 4 TYP 1 2 NORTH KEY PLAN E IND 10 1113 IL1 W OL O U J•� J �^1 W � U F (n o 0 N €m Q my a) U c `o W m c O o c s_ � m m U m s" .so Q Issuances: Rev naCIFUMM are 0 Issued For Building 2 Review 10/05/18 1 ASI #4 120118 2 Issued For Building 2Permit 05/01/19 3 ASI#10 09/11/19 Prom. No.: 074904 Date: 04/26/19 Sheet Name: HVAC ROOF PLAN DATE: 10/31/19 1�1 Z [1N] 2 3 4 5 1 7 0 DRAWING NOTES DRAWING NOTES N UNIT 62-A1 - ONE BEDROOM 1/4" = 1'-0" RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes \ City of Calmed (} 15 - ONE BEDROOM :H UNIT 62-A2 - ONE BEDROOM 1/4" = 1'-0" n UNIT B2-B1- TWO BEDROOM `�% 1/4"=1'! DEVICE RUNOUT SIZE SIZE AIRFLOW RANGE 6" 0-80 8" 81-175 10" 176-300 12" 301-500 GENERAL NOTES: A DUCT RUNOUT SEE SHALL BE AS LISTED UNLESS NOTED OTHERWISE. 1 ROUTE 3/4" CONDENSATE DIRECTLY TO FLOOR DRAIN IN CLOSET. 2 ROUTE REFRIGERANT PIPING UP THROUGH CLOSET TO PIPE ROOF ASSEMBLY AND CONDENSING UNIT ON THE ROOF PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE OFFSETS WHEN NECESSARY. 3 PROVIDE RADIATION DAMPER AT ALL SUPPLY DIFFUSER LOCATIONS. ROUTE FLEX FROM UNIT PLENUM TO AIR DEVICE. (TYP.) 4 EXHAUST FAN TO DISCHARGE OUT OF WALL LOUVER. PROVIDE GRAVITY BACKDRAFT DAMPER. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATION. 5 DRYER TO DISCHARGE OUT OF DRYER WALL VENT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATION. 6 PROVIDE AND INSTALL RETURN AIR GRILLE LOCATED ABOVE MECHANICAL CLOSET DOOR. 7 PROVIDE AND INSTALL RETURN GRILLE LOCATED ABOVE CLOSET DOOR. PROVIDE 32"X10" TRANSFER DUCT FROM GRILLE TO MECHANICAL ROOM. UNIT 62-A4 - ONE BEDROOM 1/4" = 1'-0" 8 EXTEND 2" PVC EXHAUST VENT IN WALL FROM RINNAI TANKLESS WATER HEATER TO ROOF AND TERMINATE WITH VERTICAL TERMINATION KIT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 9 EXTEND 2" PVC COMBUSTION AIR PIPE FROM RINNAI TANKLESS WATER HEATER TO LOW PROFILE WALL TERMINATION KIT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 0 W O U L P E R T IRCRITEETYREjINGINEERINGICEMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 E L [4 In n WfEENJ W OL 0 U � J•� J �^1 W � U F (n o N €� Q my a% U c `o W m co o c s— — m m s€ U m = U Q Issuances: REW DEsenEmoN maE 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2Permit 05/01/19 2 ASI#10 09/11/19 Prom. No.: 074904 Date: 04/26/19 Sheet Name: HVAC TYPICAL ENLARGED PLANS DATE: 10/31/19 ►�*M [G 1 2 3 4 5 M 7 0 N RELEASED FOR CONSTRUCTION B2-A2 TYPE A - ONE BEDROOM Subject to compliance with all regulations 1-0" of State and Local Codes City of Calmed DATE: 10/31/19 I n UNIT B2-A3 - ONE BEDROOM 114" = 1'! DEVICE RUNOUT SIZE SIZE AIRFLOW RANGE 6" 0-80 8" 81-175 10" 176-300 12" 301E00 GENERAL NOTES: A DUCT RUNOUT SEE SHALL BE AS LISTED UNLESS NOTED OTHERWISE. 0 DRAWING NOTES 1 ROUTE 3/4" CONDENSATE DIRECTLY TO FLOOR DRAIN IN CLOSET. 2 ROUTE REFRIGERANT PIPING UP THROUGH CLOSET TO PIPE ROOF ASSEMBLY AND CONDENSING UNIT ON THE ROOF PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE OFFSETS WHEN NECESSARY. 3 PROVIDE RADIATION DAMPER AT ALL SUPPLY DIFFUSER LOCATIONS. ROUTE FLEX FROM UNIT PLENUM TO AIR DEVICE. (TYP.) 4 EXHAUST FAN TO DISCHARGE OUT OF WALL LOUVER. PROVIDE GRAVITY BACKDRAFT DAMPER. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATION. 5 DRYER TO DISCHARGE OUT OF DRYER WALL VENT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATION. 6 PROVIDE AND INSTALL RETURN AIR GRILLE LOCATED 7 EXTEND 2" PVC EXHAUST VENT IN WALL FROM RINNAI TANKLESS WATER HEATER TO ROOF AND TERMINATE WITH VERTICAL TERMINATION KIT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 8 EXTEND 2" PVC COMBUSTION AIR PIPE FROM RINNAI TANKLESS WATER HEATER TO LOW PROFILE WALL TERMINATION KIT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. %tff W O U L P E R T IRCRITEETYREjINGINEERINGICEMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E W we, WO Irk WfEENJ W OL �O \W\ W E U � J•� J �^1 W � U F (n o > M Q N N €� my W a% U c `o m co o c .so Q Issuances: REW DRIMMDN MTe 0 Issued For Building 2 Review 10N5/18 1 Issued For Building 2Permit 05101/19 2 ASI#10 09/11/19 Prom. No.: 074904 Date: 04/26/19 Sheet Name: HVAC TYPICAL ENLARGED PLANS ►TI i'Z211Y� 2 I 3 I 4 I 5 I 6 I 7 I 6 I 9 fY m a L) U W N C m C) rn Nr Of E U Q 2 D_ N � WEIGHTED BACK -DRAFT DAMP FOR AIR RELIEF GRILLE (REFER TO PL FOR SIZE AND TYPE) SHEET METAL SLEEVI AIR RELIEF DETAIL NTS VALL LOUVER. SEAL ALL ,ROUND WITH SILICONE. EXTERIOR WALL ACCESS PANEL WITH LATCHES. PANEL SHALL BE RATED FOR STATIC PRESSURE SUPPLY, RETURN OR OF DUCT SYSTEM. PROVIDE INSULATED EXHAUST DUCT ACCESS PANELS FOR INSULATED OR LINED DUCT SYSTEMS. BREAK -AWAY 24 GAGE GALV. STEEL BLADES. DUCT CONNECTION 165 DEGREE FUSIBLE LINK 1.5"Xl5"X1/8" STEEL ANGLE BOLTED TO SLEEVE. GALV. STEEL SLEEVE METAL GAGE TO MATCH DUCT FLOOR SLAB SYSTEM. 24 GAGE MINIMUM. UL CLASSIFIED 1-1/2 HOUR 20 GAGE GALV. STEEL FRAME FIRE DAMPER FOR STATIC SYSTEMS O HORIZONTAL FIRE/SMOKE DAMPER DETAIL NTS SIDEWALL EXHAUST FAN OKEYED NOTES 1. SIDEWALL EXHAUST FAN WITH GRILLE 2. STUD WALL 3. OUTLET FLANGE 4. BACKDRAFT OR MOTOR OPERATED DAMPER (SEE SCHEDULE SPECS) 6. 4" METAL EXHAUST DUCT UP INTO CEILING SPACE AND OUT SIDEWALL WITH LOUVER. O © DOG HOUSE FOR REFRIGERANT PIIN NTS CEILING SLEEVE: MINIMU GUAGE FOR DAMPERS NI EXCEEDING 24"X24" 16 Gl FOR LARGER SIZES NOTE CONNECT SLEEVE TO DIFFU COLLAR ALL SIDES OF DEVIL AS REQUIRED BY U.L. LABEL LES 1-1/2" X 1-1/2" X 118" MUM; FASTENED TO SLEEVE AS UIRED BY U.L. LABEL; ANGLES TO MASONRY OPENING MINIMUM 1" )AMPER ED CEILING TION n CEILING/AIR DEVICE MOUNTED FIRE DAMPER DETAIL Q' NTS KEYED NOTES: 1. 2" x 4" TREATED NAILER 2. ANCHOR TO DECK 3. 1" LINED 4. OPENING THRU ROOF. SIZE BASED ON PIPING INSTALLATION REQUIREMENTS. 5. DOUBLE WALL 112" INSULATED CAP 6. 20 GAUGE GALV. SHEET METAL. 7. CANT REQUIRED FOR BUILT-UP ROOFING. DELETE CANT FOR ANY NON BUILT-UP ROOFING SYSTEM AND FLASH TO BELOW CURB CAP. 8. SECURE CAP TO BASE WITH 1 SCREW PER SIDE. 9. 24 GAUGE GALV. SHEET METAL THIMBLE FOR PIPE PASSAGE CAULK THIMBLE AT DOG HOUSE AND AT PIPE PENETRATION. REFER TO STRI'rn ions DRAWINGS FOF FASTEN WITH MASONRYANC EXHAUSTFAN FAN ENCLOSURE ALUMINUM BACKDRAFT DAMPER WITH COUNTER BALANCE WALL LOUVER SIMILAR TO RUSKIN ELF3750. REFER TO SPECIFICATIONS. SHEET METAL SLEEVE EXTERIOR WALL n EXHAUST FAN WITH LOUVER DETAIL ' NTS PREMANUFACTURED (ALUMINUM PAINTED GALVANIZED STEEL) HOOD 14" HIGH 18 GAGE BIRD SCREEN GALVANIZED STEEL WELDED CURB FILL GAPS WITH EXPANDABLE FOAM GRAVITY BACKDRAFT SEALANT DAMPER WITH BLADE SEALS, SHAFT SEALS DISCHARGE DUCT —' AND COUNTER BALANCE OROOF MOUNTED EXHAUST HOOD NITS GALVANIZED STEEL SLEEVE. METAL GAGE TO MATCH DUCT NOTE: MECHANICAL CONTRACTOR TO COORDINATE SYSTEM. 24 GAGE MINIMUM. UfR EXACT TRUSS LOCATION AND/OR TRUSS QUANTITY WITH ACTRUSS S LOCATION SUPPLY TRPLENUMON TOP OF HVAC UNIT TO EXTEND UP INTO TRUSS SPACE, NO TRUSSES TO BE LOCATED ABOVE SUPPLY AIR 1.5"X 1.5" X 1/8" STEEL ANGLE rT ^ PLENUM. BOLTED TO SLEEVE BREAK -AWAY DUCT CONNECTION / 24 GAGE GALVANIZED STEEL BLADES FUSIBLE LINK 20 GAGE STEEL BLADES �• `ACCESS PANEL WITH LATCHES. PANEL SHALL BE RATED FOR STATIC PRESSURE UL CLASSIFIED 1-1/2 HOUR FIRE OF DUCT SYSTEM. PROVIDE INSULATED DAMPER FOR STATIC SYSTEMS ACCESS PANELS FOR INSULATED OR LINED DUCT SYSTEMS. 2 HOUR FIRE RATED PARTITION. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS. nTYPE B VERTICAL FIRE DAMPER DETAIL `% NTS NOTE: ` A. CONDENSING UNITS MUST BE ANCHORED TO ROOF TO RESIST WIND FORCES - ANCHORAGE SHALL BE COORDINATED AND SPECIFIED BY MECH. CONTRACTOR AND EQUIPMENT SUPPLIER. RELEASED FOR CONSTRUCTION JPPORT RAIL Subject to compliance with all regulall of State and Local Codes City of Carmel DATE: 10/31/19 BRAMEC 4007BLK SCRE W UP FOOT AT EA. CORNER, INVERTED AND FASTENED TO UNIT DIVERSITECH MP4C ANTI -VIBRATION PADS ADHERED TO BOTTOM OF FOOT TPO SLIP SHEET PROTECTION LAYERAT EA. SUPPORT .060 TPO FULLYADHERED MEMBRANE ROOFING OVER 1/2" FIBER BD. OVER 3/4" CDX PLYWOOD SHEATHING ON ENGINEERED WOOD TRUSS CONSTRUCTION ROOFDECK ENT OR INTAKE -ESS STEEL BAND CLAMP ILE RUBBER OR 2ENE BOOT ILE SEALANT LES VENT THRU ROOF DETAIL NTS 12" FLEX DUCT 1V SUPPLY AIR PLENUM 2" PVC EXHAUST IN WALL w CLOSET a WALL r a 2" PVC INTAKE, SEE PLAN AND SCHEDULE — A -COIL (SEE SCHEDUL N 14N21N227 RINNAI w BLOWER (SEE SCHEDULE) U SIDE p FILTER RACK u of zW W CLOSET WALL J14'x22'X34'TW w m _ a I o � TRINNAI HEATER (SEE SCHEDULE) 18.5"x26.4"x11.4" 12" CLEARANCE MECHANICAL CLOSET SECTION A PLENUM REFRIGERANT LINES TO CONDENSING UNIT RINNAI HYDRONIC AIR HANDLER PUMP WITH 6 FLOW CHECK VALVE (IFC) PLUMBING EXPANSION TANK BLOWER ASSEMBLY FLEXIBLE DUCT. MAXIMUM LENGTH F-V. MINIMIZE ABRUPT OR SHORT RADIUS TURNS.(TENANT ROOMS EXEMPT FROM MAX LENGTH REQUIREMENT) STRAP HANGERS (TYP) -� PROVIDE INSULATED ROUND PIPE WHERE ENTIRE RUNOUT EXCEEDS 5'-0" IN LENGTH. SEE DUCT SCHEDULE ON DRAWINGS FOR INSULATION TYPE AND THICKNESS. VOLUME DAMPER WITH LOCKING QUADRANT AND POSITION INDICATOR DUCT COLLAR SEAL CONNECTION BETWEEN THE DUCT COLLAR AND THE DUCTWORK CEILING MOUNTED AIR DEVICE MAIN DUCT ACCESSIBLE CEILING NOTE: 1. SEAL ENDS OF FLEXIBLE DUCT WITH TAPE AND SEAL JOINTS BETWEEN THE DUCT COLLAR AND THE MAIN DUCT. 2. DAMPER QUADRANT SHALL PENETRATE THE INSULATION AND SUFFICIENT SPACE SHALL BE ALLOWED FOR OPERATION. rNSUPPLY OR EXHAUST RUNOUT DETAIL NTS EVAPORATOR COIL HYDRONIC HEATING COIL AIR SEPARATOR ill �h WFS HWR— s FLOW SENSOR THERMOSTAT CONTROL BOX VALVE STUBS FROM TANKLESS WATER HEATER BY P.C. NOTE: ALL PIPING TO BE POTABLE GRADE COPPER PIPING AND BRASS APPURTENANCES ONLY. TYPICAL PIPING ARRANGEMENT FOR DIRECT SPACE HEATING NTS %Ai -ITT-- WOULPERT IRCHITEETYREj NGINEERINGICEMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E V� W D (^'0 W Q U C J J � Of y ��VVVAIIJJJ111 U U c m a0c ni N UM t� co o c s_ 6 m d B �U L Issuances: REv DEacRMON MTe 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2Permit 05/01/19 2 ASI#10 09/11/19 Prom. No.: 074904 Date: 04/26/19 A Sheet Name: HVAC DETAILS M2=501 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 E c6 m D a S U w N En c v tl] cD W Ott C Go K E U 2 a, a N � I RELEASED FOR CONSTRUCTION QNTKBgp -'N Subject to compliance with all regulations _ at State and meal Codes City of Carried • DATE: 10/31/19 DUCTWORK CONSTRUCTION SCHEDULE PRESS. SEAL LEAKAGE LINER INSULATION DUCT SYSTEM SHAPE CLASS MATERIAL NOTES THK. TYPE D THK. TYPE D JACKET W.G. CLASS CLASS EXHAUSTAIR RECT/RND -1" A 6/3 GS 1" PFL - - - - - RETURN AIR RECT -1" B 103 GS 1" PFL - - - - - SUPPLY AIR RECT/RND +2" B 103 GS 1" PFL - - - - - OUTSIDE AIR RECT/RND -1" B 103 GS 1" PFL - - - - - SUPPLY AIR DEVICE RUNOUT RND +1" - - IFD - - - - - - - 2 GENERAL NOTES: SCHEDULE NOTES: ABBREVIATIONS: A ALL INTERIOR CONCEALED SUPPLYAND RETURN 1 DUCTWORK WITHIN 15 FT OF ROOFTOP UNIT AIFD ACOUSTICAL INSULATED FLEX -DUCT DUCTWORK NOT SPECIFICALLY LISTED ABOVE SHALL BE INTERNALLY LINED. ALUM ALUMINUM SHALL BE INSULATED WITH I.5"FIBERGLASS ABA ADHESIVE BACKED ALUMINUM WRAP WITH FOIL FACED JACKET. 2 ROUND RUNOUTS TO AIR DEVICES SHALL BE ASJ ALL SERVICE JACKET EXTERNALLY INSULATED. CS CARBON STEEL B ALL PAINTING BY GENERAL CONTRACTOR. D DENSITY (PCF) 3 EXPOSED DOUBLEWALL ROUND DUCT SHALL HAVE DWIR DOUBLEWALL INSULATED ROUND C DUCTWORK DIMENSIONS SHOWN ON PLANS ARE 1" INTERNAL INSULATION. PROVIDE PAINT -GRIP ETPS EXTRUDED POLYSTYRENE INSIDE CLEAR. FINISH. DUCT SHALL BE PRIMED PAINTED. FINAL FB FIBERGLASS BOARD PAINT BY GENERAL CONTRACTOR. FFJ FOIL FACED JACKET FGW FIBERGLASSWRAP 4 PROVIDE INSULATION FOR DUCTWORK WITHIN 10' FPW FIRE WRAP FT OF AUTOMATIC DAMPER. GS GALVANIZED STEEL GSSP GALVANIZED STEEL SPIRAL PIPE IFD INSULATED FLEXIBLE DUCT MIFF MATT FACED FIBERGLASS PFL PREFORMED LINER PGGS PAINTGRIP GALVANIZED STEEL PVCGS PVC COATED GALVANIZED STEEL RECT RECTANGULAR RND ROUND SS STAINLESS STEEL TH THICKNESS UFD UNISULATED FLEXIBLE DUCT GRAVITY VENTILATOR SCHEDULE PLAN MARK SERVICE MFR MODEL TYPE CFM PRESS. DROP IN W.C. DIMENSIONS APPROX. ROOF OPENING NOTES DIA. HEIGHT GRV-1 INTAKE GREENHECK GRSI SPUNALUMINUM 425 0.125" 29" 10" 22922" 1 GRV-2 ELEVATOR GREENHECK GRS-30 SPUNALUMINUM 2,500 0.08" 48" 10" 30N30" 2 NOTES: 1 PROVIDE WITH GRAVITY BACKDRAFT DAMPER AND I4"MOUNTING CURB. 2 PROVIDE WITH LOW LEAKAGE DAMPER. SPLIT SYSTEM HEATING AND COOLING UNIT SCHEDULE INDOOR UNIT OUTDOOR UNIT PLAN MODEL NO. MARK AREA MFR REFRIG. ELECTRIC ELEC. COOLING COOL. HEAT. MIN. ELECTRIC NOTES SERVED CFM TYPE HEAT CAPACITY MBH MBH SEER INDOOR OUTDOOR V/P MOCP V/P MCA AC-1/HP-1 HOISWAV MITSUBISHI MSZ-GL MUZ-GL 400 410A 208/1 - - 12.0 12.0 9.5 18.0 208/1 12 1,2,3,4,5 GENERAL NOTES: A OUTDOOR UNIT COOLING CAPACITY IS BASED ON 95 DEG F AMBIENT B OUTDOOR UNIT HEATING CAPACITY BASED ON 17 DEG F AMBIENT. NOTES: 1 AIRFLOW DELIVERY BASED UPON HIGH FAN SETTING. 2 POWER AND CONTROLWIRING FOR INDOOR UNIT COMES FROM OUTDOOR UNIT. REFER TO MANUFACTURER WIRING DIAGRAM. WIRING BY E.C. 3 DISCONNECT SWITCH AND WIRING BY EC. 4 PROVIDE WALL MOUNTED, WIRED THERMOSTAT. 5 PROVIDE WITH CONDENSATE PUMP AND DRAIN PAN SENSOR TO SHUT UNIT OFF TO PREVENT OVERFLOW. r3 EQUIPMENT SCHEDULE SCHEDULE NOTES: z 1. PROVIDE ROUGH -IN. Z Z 2. INSTALL ALL"LOOSE"COMPONENTS. " " ¢ Oc rc GO 3. PROVIDE ALL NECESSARY SUPPLIES, STOPS, TRAPS, & ALL INDIRECT WASTE. O w¢ w o y 4. MAKE ALL FINAL CONNECTIONS. = = u w w ¢ w 3 3 3 o a o o rc = m Q DESCRIPTION U 2 2 z 3 b H ¢ o GWH1 TANKLESS GAS WATER HEATER, RINNAI MODEL RU130i, 130 MBH INPUT, 7 GPM MAX FLOW RATE. SET WATER HEATER TO DELIVER 140OF TEMP. EXTEND T&P VALVE DISCHARGE TO 3/4" 3/4" 1/2" ' 1,2,3 FLOOR DRAIN FOR INDIRECT DISCHARGE. GWH2 TANKLESS GAS WATER HEATER, RINNAI MODEL RU160i, 160 MBH INPUT, 9 GPM MAX FLOW RATE. SET WATER HEATER TO DELIVER 140OF TEMP. EXTEND T&P VALVE DISCHARGE TO 3/4" 3/4" 1/2" 1,2,3,4,5 FLOOR DRAIN FOR INDIRECT DISCHARGE. EQUIPMENT SCHEDULE NOTES: 1. EXTEND 2' PVC INTAKE FROM WATER HEATER TO EXTERIOR WALL. COORDINATE WITH OTHER TRADES. PROVIDE WALL TERMINATION KIT. 2. EXTEND 2' PVC EXHAUST FROM WATER HEATER TO ROOF. COORDINATE WITH OTHER TRADES. PROVIDE VERTICAL TERMINATION KIT. 3. INTERLOCK WITH RINNAI HVDRONIC AIR HANDLER. 4. OWNER OPTION TO SUBSTITUTE MODEL RU1301. VERIFY WITH OWNER IF OPTIONAL UNIT SIZE TO BE INSTALLED. 5. INSTALL 2" PVC COMBUSTION AIR AS REQUIRED BY RINNAI. IF APPROVED BY MANUFACTURER, ROOM AIR OPTION FOR COMBUSTION AIR TO BE INSTALLED. PROVIDE LOW RETURN AIR GRILLE AS REQUIRED BY MANUFACTURER FOR ROOM AIR COMBUSTION. AI 3 ( AIR HANDLING UNIT SCHEDULE SUPPLYFAN COOLING COIL HOT WATER HEAT MIN. CFM ESP ("WC) MOTOR TOTAL (MBH) SENS. (MBH MBH GPMIGHT MARK AREA SERVED MANUFACTURER MODEL OA CFM NOTES P P VFD AHU-1 APARTMENT UNIT RINNAI 37AHAO4508 650 .5 1/3 110/1 NO 18 134 45 4.507 1,2,4,5 AHU-2 APARTMENT UNIT RINNAI 37AHAO4512 835 .5 1/3 110/1 NO 24 1].0 45 4.507 t-FWEIGHT 1,2,4,5 AHU-3 APARTMENT UNIT RINNAI 37AHAO4514 1100 .51/ 110/1 NO 30 21.3 45 4.507 1,2,4,5 AHU4 APARTMENT UNIT RINNAI 37AHA04516 1600 .5 1/3 11N1 NO36 25345 4.5107 1,2,4,5 AHU-5 CORRIDOR RINNAI 37AHAO4512 1375 .5 1/3 110/1 NO 36 25.3 45 4.5107 - 2,3,4,5 GENERAL NOTES: A A3 NOTES: 1. UNITTO BE MOUNTED ABOVE WATER HEATER. SUPPORT FRAME BY THIS CONTRACTOR. R LEVEL SWITCH TO TURN UNIT OFF TO PREVENT OVERFLOW. 3. PROVIDE 12" HIGH BASE SUPPORT. 4. INTEGRAL HOT WATER PUMP. 5. PROVIDE SIDE FILTER RACK AND FILTER. ELECTRIC HEATER SCHEDULE PLAN MARK AREA SERVED MFR MODEL TYPE CFM KW ELECTRICAL DIMENSIONS NOTES V/PH MCA WIDTH FHEIGHT DEPTH RECESS EH-1 ENTRVS MARKEL 3320SERIES WALLHEATER 1 175 1 4.8 208/1 1 24 1 16" 21" 4" 3" 1 NOTES: 1 PROVIDE WITH DISCONNECT SWITCH, FAN DELAY CIRCUIT, AUTOMATIC RESET THERMAL LIMIT AND TAMPERPROOF THERMOSTAT. AIR-COOLED CONDENSING UNIT SCHEDULE PLAN MARK ASSOCIATED INDOOR UNIT MFR MODEL COOLING CAPACITY CONDENSER UNIT SEER REFRIG. ELECTRICAL NOTES SENS. (MBH) TOTAL (MBH) AMB. TEMP (OF) #OF FANS HP EA V/PH MCA MOCP CU-1 AHU-1 GOODMAN 7sX74 13.4 18 95 1 1/8 14 R-410A 208/1 9.1 15 1 CU-2 AHU-2 GOODMAN GSX14 17.0 24 95 1 1/8 14 R-41 DA 208/1 10.3 15 1 CU-3 AHU-3 GOODMAN GSX14 21.3 30 95 1 1/6 14 R-41 DA 208/1 17 25 1 CU4 AHU4 GOODMAN GSX14 25.3 36 95 1 1/6 14 R-41 DA 208/1 18.6 30 1 NOTES: 1. P ROVIDE WITH EQU IPME NT MOUNTING LEGS FOR ATTACHM ENT TO REQUIREME NT SU PPORT RAIL DIFFUSER, REGISTER, AND GRILLE SCHEDULE MARK DESCRIPTION BASIS OF DESIGN MANUF. MODEL MOUNTING FINISH MATERIAL ACCESSORIES NOTES A STAMPED SUPPLY GRILLE HART B COOLEY 682 SURFACE WHITE STEEL - 2 B STAMPED RETURN GRILLE HART & COOLEY 672 SURFACE WHITE STEEL 2 C SQ. FACE SUPPLY DIFFUSER PRICE BCD SURFACE WHITE STEEL OPP. BUD. DMPR 1,2 D EGGCRATE RETURN GRILLE PRICE 80 SURFACE WHITE STEEL OPP. BUD. DMPR 2 NOTES: 1. AIR DEVICE SHALL BE CAPABLE OF BEING BALANCED THROUGH FACE OF DEVICE. 2. AIR DEVICE SHALL BE PROVIDED WITH RADIATION TYPE FIRE DAMPER FAN SCHEDULE PLAN ELECTRICAL MARK TYPE MANUFACTURER MODEL CFM (ESP) DRIVE SONES NOTES WATTS VOLT PHASE EF-1 WALL MOUNTED GREENHECK SP-1_80 1 50 1 .5 1 DIRECT 1 1.3 26.8 120 1 1,2,3,4 NOTES: 1. PROVIDE INTEGRALGRAVITYBACKDRAFT DAMPER 2. PROVIDE INTEGRAL DISCONNECT SWITCH. 3. PROVIDE WITH SOLID STATE SPEED CONTROLLER TO ALLOW AIRFLOW OUTPUT ADJUSTMENT. 4. FAN TO OPERATE BY LIGHT SWITCH, COORDINATE WITH E.C. 1k1/ WO®LPE RT IRCRITEETYREj NGINEERINGI6EMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E W D E OL 0`J W _ W 0 E U � C J '- J W K rUn m 0cam c EcD li CV `o c W � m co o c U m B so Q Issuances: REV GEacREmGN MTe 0 Issued For Building 2 Review 10/05/18 1 ASI#4 12Q1/18 2 Issued For Building 2Permit 05/01/19 3 ASI#10 09/11/19 Prom. No.: 074904 Date: 04/26/19 A Sheet Name: HVAC SCHEDULES _ M2=601 C R K U W J W N C C U 00] y O rn e C E C U < O a v GENERAL LIGHTING/POWER NOTES GENERAL PROJECT NOTES ABBREVIATIONS ELECTRICAL LEGEND A AMPS KW KILOWATTS AFF ABOVE FINISHED FLOOR LGTG LIGHTING 1. LIGHT FIXTURES DESIGNATED ASNIGHT LIGHTS' SHALL BEONUNSWITCHED CIRCUIT, UNLESS NOTED. 1. WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL, STATE OF INDIANA, 2008 NEC AND NATIONAL CODES, RECOMMENDATIONS, REGULATIONS, AND REQUIREMENTS. AFG ABOVE FINISHED GRADE MECH MECHANICAL BKR BREAKER NIC NOT IN CONTRACT LIGHTING FIRE ALARM C CONDUIT NIL NIGHT LIGHT 2. EXIT LIGHTS SHALL BE ON UNSWITCHED CIRCUIT, UNLESS NOTED. 3. ALL RECESSED DOWNLIGHTS MOUNTED IN GRID CEILING SHALL BE CENTERED IN CEILING TILE, 2. CONTRACTORS SHALLVISIT PROJECT SITE PRIOR TO BIDDING TO ASCERTAIN AND BECOME FAMILIAR WITH EXISTING CONDITIONS AS THEY PERTAIN TO THE SCOPE OF WORK. CONTRACTOR SHALL VERIFY EXACT LOCATION AND SIZES OF ELECTRICAL CAW CABLE TELEVISION NTS NOT TO SCALE CUH CABINET UNIT HEATER PVC POLYVINYL CHLORIDE CKT CIRCUIT P PHASE (POLE) LIGHTING FIXTURE. REFER TO FIXTURE SCHEDULE. LETTER INDICATES TYPE. QF FIRE ALARM PULL STATION. 44"AFF. F UNLESS NOTED. EQUIPMENTAND ALL OTHER APPURTENANCES ASSOCIATED WITH THE WORK. Cu COPPER TTB TELEPHONE TERMINAL BOX A FIRE ALARM HORN/STROBE. 80"AFF. E EXISTING TYP TYPICAL 4. CONDUCTORS FOR BRANCH CIRCUITRY ARE #12AWG MININUM, UNLESS NOTED. DEBATE PER CODE WHERE CIRCUITS ARE COMBINED. 5. ALL N BACK TO MINIMUM, UN PER D. ALLBRA 3. PHASING SHALL UI COORDINATED AND IN COMPLIANCE WITH ALL PHASING DRAWINGS, NOTESAND ONE) WITH TELEPHONE) WITH THE OWNER AND PROVIDE NOTICE NOT LESS THAN 72 HOURS IN THE OWN COORDINATE AND TICS NOT LESS THAN HOURS IN ADVANCE. EF EXHAUSTFAN Uv UNLESS OTHERWISE NOTED ELEC ELECTRICAL UV UNITVENTILATOR EM EMERGENCY V VOLTS EMT EMERGENCY METALLIC TUBING VAT VARIABLE AIR VOLUME LAd A NL EMERGENCY LIGHTING FIXTURE WITH EMERGENCY BALLAST. MENINDICATES NIGHT LIGHT CIRCUIT. FULL LUMEN OUTPUT MINIMUM 1400 LUMENS ON LAMP. FIRE ALARM DUCT MOUNTED SMOKE DETECTOR. S = SUPPLY R = WITH DUCTWORK. MAKE SAMPLING TUBE FULL RETURN -DUCTI LENGTATE H. WIDTH OF DUCT IN LENGTH. ROVIDE GREEUN CODE ROUND CONDUCTOR IN ALL BRANCH CIRCUITRY. DEBATE PER CODE WHERE CONDUCTOR IN ALL CHCIA CIRCUITRY. PROVIDE ARE FCU FAN IT MIT VERIFY IN FIELD OB LIGHTING FIXTURE. LETTER INDICATES TYPE. (� FIRE ALARM CEILING MOUNTED SMOKE DETECTOR. COMBINED. CIRCUITS ARE COMBINED. 6. ALL CONDUIT CEILING. PS FOR PLENUM RATED CABLES SHALL BE PROVIDED WITH ACONDUIT BUSHING ABOVE CEILING. 4. COORDPLUMBING ATE V NEW OR RENOVATED WORK WITH THE AS O T VERIFY VOLTAGE, PHASE AND CHA ICAL CONTRACTTS ORS. MECHANICAL PLUMBING AND REQUIREMENTS, SUCH ACCESSORY REQUIREMENTS, SUCH AS MOTOR STARTERS AND DISCONNECTS. G GROUND W WATTS GROUND GFI GROUND FAULT INTERRUPTER WC WATER COOLER GRC GALVANIZED RIGID CONDUIT WP WEATHERPROOF ER HP HORSEPOWER UH UNLESS 08 WITH EMERGENCY BALLAST. OR POWERED THROUGH INVERTER THROUGH INVERTER SYSTEM. OCO COMBINATION SMOKE AND CARBON MONOXIDE DETECTOR. 0 FIRE ALARM CEILING MOUNTED HEAT DETECTOR. CUTTINGLI AND PATCHING REQUIRED FOR HIS 5. CONTRACTORKING J N ON BOX UNO UNLESS NOTED OTHERWISE � AREA CEILING FACE OF EXIT SIGN. REFER L CALUESCHEDUL LIGHTING DENOTES FACE OF UNIT. CONNECT TO LOCAL UNSWITCHED LIGHTING CIRCUIT. SD O MPER.ERCO PROVIDES OKE AS SMOVOLT POWER ON AND ORDINA0 SHOWN CTOR ONTHFORDAMPER DRAWINGS. ON THE TOR. CONNECT TO ALLCONNETIONWITM MECHANICAL ALL CONNECTIONS WITH MECHANICAL CONTRACTOR. CONNECT TO ALARM SYSTEM. ]. WHERE TERMINATED IN J-BOX, ALL SPARE CIRCUITRY SHALL BE LABELED WITH PANEL AND CIRCUIT NUMBER. 8. COORDINATE WITH MECHANICAL CONTRACTOR AND PROVIDE ALL NECESSARY AUXILLARV IN WALLS, FLOORS TO REMOVALS BE WORK. OPENINGE WALLS, FLOORS AND CD INA MANNER OATCHTHE FINISHED INAMANNERTO MATCH THE QUALITY OF FILLED LIKE ADJACENT SURFACES. THE EXISTING, LIKE ADJACENT SURFACES. KVA KILOVOLTAMPERE KILOV (S1 WALL MOUNTED EXIT SIGN. REFER TO FIXTURE SCHEDULE. SHADED AREA DENOTES FACE OF UNIT. CONNECT TO LOCAL pgCp FIRE ALARM CONTROL PANEL. CONTACTS, RELAY, ETC. IN MOTOR STARTERS FOR REQUIRED CONTROL OF MECHANICAL EQUIPMENT. 6. NEW OPENINGS IN EXISTING WALLS AND FLOORS SHALL BE CORE DRILLED OR SAW CUT. OPENINGS IN NEW WALLS AND FLOORS SHALL BE PLANNED AND COORDINATED pggp FIRE ALARM ANNUNCIATOR PANEL. 9. ALL UNDERGROUND PVC CONDUITS SHALL HAVE RIGID GALVANIZED STEEL ELBOWS. ALL WITH GENERAL CONTRACTOR FOR THE INSTALLATION OF APPROPRIATE SLEEVES. UNSWITCHED LIGHTING CIRCUIT. xSL SINGLE POLE WALL SWITCH. 120= VOLT, 20 AMP. 44" AFF. x / ❑F FIRE ALARM STROBE. 80"AFF. RECEPTACLE OR LOCATIONS FOR POWER TO ELECTRIC WATER COOLERS SHALL BE THE INSTALLATION LOCATIONS OF THE ELECTRIC WATER COOLERS, UNLESS COORDINATED WITHITH THE NOTED. ]. ALL CONDUIT SHALL BE 1/2"MINIMUM U.N.O. 8. CONDUIT SHALL BE CONCEALED IN CEILING OR WALLS WHEREVER POSSIBLE. �3 THREE WAY WALL SWITCH. 120120 AMP. 44"AFF 10. ALL LIGHT FIXTURES SHALL BE SEISMICALLY BRACED WITH AN INDEPENDENT WIRE (CEILING GRID TYPE WIRE) FROM TWO OPPOSITE CORNERS TO STRUCTURAL CEILING OR BAR JOIST. 9. ALL UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC UNLESS NOTED OTHERWISE. �4 FOUR WAY WALL SWITCH. 120/2]W, 20 AMP. 44"AFF WP F EXTERIOR FIRE ALARM BELL. WP-WEATHERPROOF $OS OCCUPANCY SENSOR WALL SWITCH.120/2]]V, 20 AMP. 44" AFF Q MAGNETIC DOOR HOLD OPEN. 11. DO NOT SUPPORT CONDUIT OFF OF CEILING GRID, CEILING GRID SUPPORTS, MECHANICAL 10. ALL BRANCH CIRCUITS AND FEEDERS SHALL CONTAIN A GREEN INSULATED GROUND SUPPORTS, OR ANY OTHER TRADE'S SUPPORTS. INSTALL CONDUITS AND BOXES ON SEPERATE SUPPORTS FROM BAR JOIST OR STRUCTURE. CONDUCTOR. GROUNDING BY MEANS OF RACEWAY IS NOT PERMITTED. �p SINGLE POLE WALL SWITCH WITH PILOT LIGHT. 120/277V, 20 AMP. 44"AFF FRP_S1 FIRE ALARM REMOTE POWER SUPPLY 12. DO NOT SUPPORT FROM METAL ROOF DECK. PROVIDE SUPPORT FROM CONCRETE SLABS, BAR 11. REFER TO MECHANICAL, PLUMBING, AND ARCHITECTURAL PLANS FOR EXACT LOCATION OF EQUIPMENT. �L D DIMMER SYSTEM CONTROL STATION. REFER TO DWG _. ❑Z FIRE ALARM MONITOR MODULE JOIST, STRUCTURAL BEAMS, COLUMNS OR UNISTRUT BETWEEN STRUCTURAL ELEMENTS. 12. COORDINATE LOCATIONS OF LIGHTING FIXTURES IN MECHANICAL/ELECTRICAL ROOMS OS OCCUPANCY SENSOR. ® FIRE ALARM CONTROL RELAY MODULE 13. ALL SINGLE PHASE CIRCUITS SHALL HAVE A SEPERATE DEDICATED NUETRAL CONDUCTOR FOR EACH CIRCUIT. SHARING OF NUETRAL CONDUCTOR IS NOT PERMITTED. WITH EQUIPMENT, PIPING AND DUCTWORK. EXTERIOR LIGHT FIXTURE. FS FIRE SUPPRESSION FLOW SWITCH 14. PROVIDE 4" HIGH, SMOOTH FINISH CONCRETE HOUSEKEEPING PADS UNDER ALL TRANSFORMERS 13. VERIFY CEILING TYPES PER THE ARCHITECTURAL REFLECTED CEILING PLAIN. PROVIDE APPROPRIATE TYPE FIXTURE, LAY -IN FOR GRID, FLANGE FOR DRYWALL, ETC. ER- EXISTING TO REMAIN. PI-1 -NEW FIXTURE. REFER TO FIXTURE SCHEDULE. TS FIRE SUPPRESSION TAMPER SWITCH (45KVA AND LARGER) AND MAIN DISTRIBUTION SWITCHBOARDS. PAD SHALL BE 4" LARGER THAN TRANSFORMER AND SWITCHBOARD IN EACH DIRECTION. USE 3000 PSIG, 28 DAY COMPRESSIVE 14. VERIFY AND COORDINATE MOUNTING HEIGHTS AND LOCATIONS OF ALL DEVICES E,01,13.� END OF THE LINE RESISTOR. STRENGTH CONCRETE. ROUND ALL EDGES AND CORNERS OF CONCRETE PAD. MOUNTED IN CASEWORK OR ABOVE COUNTERS WITH SPECIFIC EQUIPMENT POWER M1 KNOX BOX WITH ALARM CONTACT. FURNISHED. 15. NO MORE THAN 3 PHASE CONDUCTORS SHALL BE INSTALLED IN ANY ONE CIRCUIT, TAMPER RESISTANT DUPLEX RECEPTACLE. 120 VOLT, 20 AMP. 16" AFF UNO. DUCT MOUNTED SMOKE DAMPER BY MECHANICAL CONTRACTOR. PROVIDE A DUCT UNLESS NOTED OTHERWISE. EACH BRANCH CIRCUIT SHALL CONTAIN THEIR OWN MOUNTED SMOKE DETECTOR, WITH RELAY BASE, MOUNTED WITHIN 5'-0"OF THE I NEUTRAL CONDUCTOR. NO SHARED NEUTRALS. SD DAMPER WITH NO AIR OUTLETS OR INLETS BETWEEN THE DETECTOR AND THE TAMPER RESISTANT DUPLEX RECEPTACLE MOUNTED AT 44" OR ABOVE DAMPER. 16. FURNISH ALL ELECTRICAL ACCESS FLOORS TO GENERAL CONTRACTOR FOR HIS BACKSPLASH. 120 VOLT, 20 AMP. INSTALLATION. REFER TO SPECIFICATIONS FOR ACCESS DOOR REQUIREMENTS. /�/� DOOR ACCESS 18. CONTRACTOR SHALL PROVIDE ALL FIRESTOPPING FOR CONDUIT OR CABLE TRAY Air TAMPER RESISTANT DOUBLE DUPLEX RECEPTACLE. 120 VOLT, 20 O ELECTRIC DOOR STRIKE. PENETRATIONS THAT PENETRATE ACOUSTICAL RATED OR SMOKE AND FIRE RATED ASSEMBLIES. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL RATED TT AMP. 16" AFF UNO. ASSEMBLIES. ALL RATED PENETRATIONS SHALL BE FIRESTOPPED TO ORIGINAL ASSEMBLY RATING. ALL NON -RATED FLOOR PENETRATIONS SHALL BE SEALED WATER TAMPER RESISTANT 120 VOLT DOUBLE DUPLEX, 20 AMP RECEPTACLE © DOOR SWITCH/CONTACT. TIGHT WITH A FLEXIBLE SEALANT. MOUNTED AT 44" AFF OR 4" ABOVE BACKSPLASH. 19. BRANCH BE UTILIZED AS GUIDELINE FOR VOLTAGE DROP ❑K IN TAMPER PROOF ENCLOSURE. KEY OR KEYCARD WEATHERPROOF. WP -WEATHERPROOF. COMPENSATION, SIZE.(A COMPENSATION, INCREASE CONDUIT SIZING PER WIRE SIZE. (APPLIES TO ALL SHEETS) SATIO , WWIRINGRING E CONDUIT 0d''NI� DUPLEX RECEPTACLE WITH GROUND FAULT PROTECTION. 120 VOLT, 20 AMP. A. 20A-120 VOLT CIRCUITS 2 i'i WP 18"AFF UNO. JUNCTION BOX Ip DUPLEX RECEPTACLE WITH INTEGRAL USB OUTLETS. 120 VOLT, 20 AMP. 18" pJ HANDICAP DOOR ACCESS BUTTON IN FLUSH WALL BOX. a. #12 WIRE -]5' LENGTH MAX. 412 GRID. b. #10 WIRE -125' LENGTH MAX. - #10 GRD. AFT UNO. c. #8 WIRE -200' LENGTH MAX. -#8 GRID. d. #6 WIRE - 300' LENGTH MAX. 46 GRID. USB GROUNDING FLUSH FLOOR DUPLEX RECEPTACLE IN FLOOR BOX. 20. PROVIDE ALL PULL BOXES, IN ACCESSIBLE AREA, THAT EXCEED NEC NUMBER OF BENDS LENGTH IN FEEDER AND BRANCH CIRCUITS. INSTALL BOXES WHERE 120 VOLT SINGLE 20 AMP RECEPTACLE. QG GROUND ROD 3l4" DIA. x 10' LONG REQUIRED PER CODE LOCATED IN COMMON AREAS AND EXTERIOR AREAS. 21. ALL WIRING DEVICES SHALL BE OF COMMERCIAL GRADE CONSTRUCTION. REFER TO ARCHITECTURAL SHEETS AND CODE SHEET FOR ALL FIRE -RATED PARTITION ® SPECIAL PURPOSE RECEPTACE. REFER TO FLOOR PLANS FOR NEMA CONFIGURATION. F GROUND CABLE EXOTHERMIC WELD CONNECTION TO REBAR ROD IN CONCRETE FOOTER. LOCATIONS AND RATINGS. �M FRACTIONAL HP MOTOR STARTER WITH THERMAL OVERLOADS. S GROUND CABLE EXOTHERMIC WELD CONNECTION TO BUILDING STEEL. 22. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL CORE -DRILLS REQUIRED FOR INSTALLATION OF ELECTRICAL WORK. .a ELECTRICAL MOTOR. 23. ROUTING OF CIRCUITRY INSTALLED IN CASEWORK, CABINETRIES, ETC. SHALL BE COORDINATED FOR PROPER CONCEALMENT AND FUNCTION OF CASEWORK, ti INDICATES FINAL CONNECTION REQUIRED. - UNDERGROUND COPPER CABLE. CABINETRIES, ETC. 24. VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION, TRENCHING, OR PPII-21 �� HOMERUN TO PANELBOARD. NOTION INDICATES PANELAND CIRCUIT NUMBER. (ALL CONDUCTORS SHALL BE #10 UNLESS NOTED OTHERWISE.) GENERAL DRILLING. 25. ALL ROOF PENETRATIONS OR PATCHES SHALL BE MADE PER ROOFING o ELECTRICAL PANELBOARD. DETAIL # REFERENCE TAG MANUFACTURER WARRANTY REQUIREMENTS. O JUNCTION BOX. E-406 _DETAIL DRAWING# REFER TO DETAIL SHEETS 26. ALL EXPOSED METAL CONDUITS ARE TO BE PAINTED TO MATCH THE ADJACENT SURFACE. COORDINATION OF PAINTING OF CONDUIT IS TO BE BY THE ELECTRICAL CONTRACTOR, WITH PAINTING BY OTHERS. WCJy IlL 120 VOLT 20 AMP DUPLEX, GFI RECEPTACLE FOR ELECTRIC WATER COOLER. COORDINATE INSTALLATION WITH PLUMBING CONTRACTOR. O KEYNOTE FOR DRAWING 1 27. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL REQUIRED JUNCTION BOXES, PULL BOXES. ETC FOR A COMPLETE INSTALLATION PER THE N.E.C. DETAIL REFERENCE TAG (SECTION) BAS BUILDING AUTOMATION CONTROL PANEL. E-0O6 AND LOCAL CODES. ALL CONDUCTORS SHALL BE RATED FOR 90 DEGREE CELSIUS. 28. COORDINATE WORK WITH OTHER TRADES. COORDINATION OR SCHEDULING SHALL BE 7 CONDUIT STUB -OUT AND CAP BELOW GRADE. MARK STUB -OUT AT GRADE LEVEL. 1 DOOR OR CONFIGURATION DETAIL REFERENCE TAG NEXT LETTER NEXT TO TAGAG REFERS TO SPECIFIC DOOR OR CABLETRAV RESPONSIBILITY OF THE INVOLVED CONTRACTORS. -UE- UNDERGROUND HIGH VOLTAGE OR SECONDARY SERVICE FEED. _ E-002 B LAYOUT. CONFIGURATION INDICATIED IN DETAIL. EJ SAFETY DISCONNECT SWITCH (NON -FUSED). EF-1 MECHANICAL EQUIPMENT TAG. REFER TO EQUIPMENT DATA SAFETY DISCONNECT SWITCH (FUSED). SCHEDULE. ®J COMBINATON MOTOR STARTER/DISCONNECT. WITH HOA SWITCH AT UNIT (FUSIBLE). OR (CIRCUIT BREAKER FOR ELEVATOR). UDB UNIT DISTRIBUTION BOX-FURNISHEDANDINSTALLEDBVE.C.- -Q SOHO 28"H x 14.25"W x 3.75"D FOR TELEPHONE/CAW DISTRIBUTION DATA AND COMMUNICATION v DATA/COMMUNICATION OUTLET. TWO PORTS REFER TO DETAIL FOR MOUNTING REQUIREMENTS. Tim WALL PHONE. 54" AFF. V DATA OUTLET. 16" AFF. Q4 DATA/COMMUNTICATION. FOUR PORT DATA, 16"AFF. Q6 DATA/COMMUNTICATION. SIX PORT DATA, 16" AFF. 1717A[A CABLE TRAY ABOVE CEILING. vWAP WIRELESS ACCESS CONNECTION POINT WITH CEILING MOUNTED CISCO WIRELESS DEVICE. -COM- UNDERGROUND COMMUNICATION DUCT. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Cannel 'PAGIUI DATE: 10/31/19 ELECTRICAL SHEET LIST SHEET NUMBER SHEET NAME E24101 ELECTRICAL LEGEND, GENERAL NOTESAND ABBREVIATATIONS E2-101 LIGHTING PLAN- PARKING AND FIRST FLOOR E2-1W LIGHTING PLAN- SECOND AND THIRD FLOOR E2-103 LIGHTING PLAN- FOURTH FLOOR E2-111 POWER AND SYSTEMS PLAN- PARKING AND FIRST FLOOR E2-112 POWER AND SYSTEMS PLAN- SECOND AND THIRD FLOOR E2-113 POWER AND SYSTEMS PLAN- FOURTH FLOOR AND ROOF E2401 ELECTRICAL ENLARGED PLANS E24@ ELECTRICAL ENLARGED PLANS E2403 ELECTRICAL ENLARGED PLANS E24N ELECTRICAL ENLARGED PLANS E2-501 ELECTRICAL DETAILS E2.601 SINGLE LINE DIAGRAM - SOUTH E2-602 SINGLE LINE DIAGRAM -NORTH E2-701 PANELBOARD SCHEDULES E24I01 EQUIPMENT AND LIGHT FIXTURE SCHEDULES 1kii �- ITT-- WOULPERT MCRITEETUREj N61NEERIN6l6EMATIIL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D E OL (_0`J W - W E U C J '- J W K U U O O c r� �I% N M Q nt � 0 W s= om co o c L UI U G€ B m GE) Q Issuances: Rev DEsMMM MTE 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2 Permit 05/01/19 2 ASI #10 09/11/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: ELECTRICAL LEGEND, GENERAL NOTES AND ABBREV IATATIONS E2=001 1 2 3 0 5 I 7 El 0 R RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel DATE: 10/31/19 l NORTH SCALE 3/32" = 1'-0" PARKING FLOOR PLAN • LIGHTING PLAN (TYP OF 10) DRAWING NOTES 1 PROVIDE (2) 1" CONDUITS FROM LIGHTING CONTROL PANEL STUBBED OUT TO JUST OUTSIDE BUILDING FOR FUTURE EXTERIOR LIGHTING. COORDINATE WITH SITE DRAWINGS. 2 MOUNT BOTTOM OF TYPE Z1/Z2 FIXTURE 2" ABOVE BOTTOM OF BRICK ABOVE DOOR. 3 CENTER FIXTURE APPROXIMATELY 12'-4" AEG. (REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT MOUNTING HEIGHTS). 4 PROVIDE WALL MOUNTED LIGHT AT EXTERIOR DOORS OF NOTED UNITS. REFER TO ARCHITECTURAL ELEVATIONS FOR LOCATIONS AND MOUNTING HEIGHTS. CONNECT TO EXTERIOR RECEPTACLE CIRCUIT AND PROVIDE SWITCH INSIDE. 5 REFER TO DETAIL #1/E501 FOR LIGHTING CONTROL PANEL REQUIREMENTS. 1kAff WO®LPE RT ARCHITECTURE]_NOINEERINOIOEMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F Kali E;I NO. PE11SO0247 STATE OF /9 wimmmi W E OL (^'0 W W E U � .J W � U o � i s � ^, 0) `om W cv o c L y � .GU Q Issuances: REv OEscan ON DATE 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2 Permit 05/01/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: LIGHTING PLAN - PARKING AND FIRST FLOOR E2=101 1 2 3 0 5 I 7 e I R RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and focal Codes City of Cannel �VT�\owMh3D1At DATE: 10/31/19 THIRD FLOOR PLAN = LIGHTING SECOND FLOOR PLAN = LIGHTING SCALE 3/32" = P-0" ORTH O DRAWING NOTES 1 REFER TO ARCHITECTURAL DRAWINGS FOR RESIDENTIAL UNITS WITH FULL BALCONIES. UNITS WITH BALCONIES REQUIRE ONE DUPLEX WEATHERPROOF GFI RECEPTACLE AND WALL MOUNTED LIGHT. EXTEND NEAREST CIRCUIT IN ASSOCIATED UNIT FOR POWER. 1kjf/ WOULPERT ARCNITECTDREIENDINEERINDICEMATIIL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E NO PEIIND247 STATE OF le S� Q Issuances: REv De"MMON DATE 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2 Permit 05/01/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: LIGHTING PLAN - SECOND AND THIRD FLOOR E2=102 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 W R K U W W W N O C a m rn e n m E D .E 2 0 � o` a RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel DATE: 10/31/19 FOURTH FLOOR PLAN = LIGHTING SCALE : 3/32" = l'-0" DRAWING NOTES 1 REFER TO ARCHITECTURAL DRAWINGS FOR RESIDENTIAL UNITS WITH FULL BALCONIES. UNITS WITH BALCONIES REQUIRE ONE DUPLEX WEATHERPROOF GFI RECEPTACLE AND WALL MOUNTED LIGHT. EXTEND NEAREST CIRCUIT IN ASSOCIATED UNIT FOR POWER. ItAf WOOLPERT IRCRITECTYREjINGINEERINGICEMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E No. PE11800247 ; STATE OF -.. /f n� W D OL nO W n� _ W E U � C J '— J �^1 W U F= U) o 0 0 N 0 W �a U m B �U Q Issuances: REV DacanmoN MTe 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2 Permit 05/01/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: LIGHTING PLAN - FOURTH FLOOR E2=103 1 2 3 0 5 7 W R RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Cannel 1,"I DATE: 10/31/19 SERVED BY MP2-1 SERVED BY MP2-2 FIRST FLOOR PLAN • POWER & SYSTEMS SCALE 3/32' = V-0" r.i PARKING FLOOR PLAN • POWER & SYSTEMSf�E, oT SCALE : 3/32" = V-0" DRAWING NOTES 1 SMOKE DETECTOR IN ELEVATOR LOBBY FOR ELEVATOR RECALL. 2 PROVIDE WEATHERPROOF GFI RECEPTACLE FOR UNITS WITH ACCESS TO GRADE. CONNECT TO NEAREST CIRCUIT IN EACH UNIT. REFER TO ENLARGED UNIT PLANS. 3 PROVIDE 20A-120V CIRCUIT FOR ELEVATOR CAB LIGHTING. BREAKER SHALL BE LOCKABLE TO "ON" POSITION. 4 PROVIDE SEPARATE 120V, 20A CIRCUITS FOR ELEVATOR PIT RECEPTACLE AND 5 APPROXIMATE LOCATION OF GAS METERS. PROVIDE GROUNDING PER MANUFACTURER'S REQUIREMENTS AND PER NEC. PROVIDE GROUNDING BUS BAR WITH ADEQUATE SPACE FOR EACH METER GROUNDING ELECTRODE. PROVIDE#6 BARE COPPER GROUNDING ELECTRODE IN 3/4"C. FROM GROUNDING BUS BAR TO BUILDING 2 ELECTRICAL SERVICE GROUND COORDINATE GAS METER LOCATIONS AND INSTALLATION OF GROUNDING s r 1ktff WO®LPE RT ARCHITECTURE]_NOINEERINOIOEMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E o: IN ■1 E U � J•� J �^1 W � U F o N cam cno m `oC � W � m Fo co c L y � �U Q Issuances: REA, nEscanmoN MTe 0 Issued For Building 2 Review 10/05/18 1 ASI #4 12/21/18 2 Issued For Building 2 Permit 05/01/19 3 ASI#10 09/11/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: POWER AND SYSTEMS PLAN - PARKING AND FIRST FLOOR E2=111 1 2 3 0 5 0 7 I 0 R RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Cannel DATE: 10/31/19 SCALE: 3/32" = 1'-0" SERVED BY MP2-1 SERVED BY MP2-2 OOR PLAN - POWER & SYSTEMS 61MWAan:ra vra�lgXTian:ra„Irra SECOND FLOOR PLAN - POWER & SYSTEMS O DRAWING NOTES 1 SMOKE DETECTOR IN ELEVATOR LOBBY FOR ELEVATOR RECALL. 2 PROVIDE WEATHERPROOF GFI RECEPTACLES FOR UNITS WITH BALCONIES. CONNECT TO NEAREST CIRCUIT IN EACH UNIT. REFER TO ENLARGED PLANS. 7777171 1 2 NORTH KEY PLAN 1ktff WOULPERT IRCRITEETYREjINGINEERINGICEMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 E W D E OL nO W n� _ W E U C J '— J �^1 W � U F (n o N Qum Em "m o� �a B m = U Q Issuances: MEN DEscanmoN aTe 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2 Permit 05/01/19 2 ASI #10 09/11/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: POWER AND SYSTEMS PLAN -SECOND AND THIRD FLOOR E2=112 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 1 9 R U W W W Cc ym O rn e n m E D .E U 2 (L 0- a RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Cannel DATE: 10/31/19 3 CU-3 ®' CU-1 CU-1 CU-1 CU-1 • CU-3 CU-3 020 O O El El O O 00 CU-1 ♦l CU-1 O O O CU-3 CU-3 CU-1 ®. ®. CU-1 CU-3 CU-3 CU-3 CU-3 cu-z 0 0 0 0 (5) m'P1 CU-1 CU-1 Cu-1 Cu-1 O© © © GFI HP2-12 CUB WP WP WP CU-4 GFI GFI GFI WP GFI CU-2 CU-2 CU-2 O CU-2 CU-2 CU-2 CU-2 CU-2 CU-2 00 El El0 0 0 ElCO C GRV-1 El C® C® CU-2 0 ®. CU-2 CU-2 ®. CU-2 0 ROOF PLAN = POWER SCALE : 3/32" = 1'4' URTH FLOOR PLAN = POWER & SYSTEMS : 3/32" = 1'-0" NORTH s1a;aT�aa:r�aeyaN O DRAWING NOTES 1 SMOKE DETECTOR IN ELEVATOR LOBBY FOR ELEVATOR RECALL. 2 PROVIDE SMOKE DEFECTOR AND FIXED -TEMPERATURE HEAT DETECTOR AT TOP OF ELEVATOR SHAFT. PROVIDE 120V POWER TO SMOKE DAMPER AT TOP OF ELEVATOR SHAFT, FED FROM HOUSE PANEL 20A/1P BREAKER THAT IS DEDICATED TO ONLY SMOKE DAMPERS. PROVIDE FIRE ALARM CONTROL MODULES OR RELAYS AS REQUIRED TO CONTROL THE SMOKE DAMPER. 3 CONDENSING UNITS SERVING AIR HANDLING UNITS IN RESIDENTIAL UNITS ARE TO BE POWERED FROM PANELBOARD IN EACH RESIDENTIAL UNIT. REFER TO HP2-37,39 ENLARGED UNIT PLANS. 4 PROVIDE WEATHERPROOF GFI pLLRECEPTACLES FOR UNITS WITH Ac-1 BALCONIES. CONNECT TO NEAREST HP 1 CIRCUIT IN EACH UNIT. REFER TO O ENLARGED PLANS. CU-a CU-a CU-a D 5 CONDENSING UNITS SERVING CORRIDOR WP AIR HANDLING UNITS ARE TO BE POWERED GFI FROM HOUSE PANEL HP2. a 6 PROVIDE MOUNTING FOR RECEPTACLE AT cu-a cu-a cu-a 18" ABOVE ROOF. WO®LPERT IRCRITECTYREjINGINEERINGICEMATI1L 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F No %11800247 STATE OF /f f1� V � W D E OL nO W n� _ W E U � C J '- J �^1 W � U F (n o W N € tip `o c W � m co o c B m = U Q Issuances: MEN DEscanmoN DATE 0 Issued For Building 2 Review 10/05/18 1 ASI #4 12/21/18 2 Issued For Building 2 Permit 05/01/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: POWER AND SYSTEMS PLAN - FOURTH FLOOR AND ROOF E2=113 2 3 0 7 E 0 R K U W J W N C C U ym O rn e n m K E D .E 2 0 a Panel Schedule PANEL NAME: PA1 VOLTAGE 208 PHASE: 1 WIRE: 3 NEUTRAL RATING: 1000/0 PANEL DESCRPTIOJ: TYPICAL 1-BEDROOM UNIT PANEL 100A MOUNTING RECESSED MAX. NO. OF CIRCUITS: 24 MANUFACTURER: Square D PANEL AI.C. RATING: 229000 LOCATION: NO BRANCH VA Load Load VA BRANCH POLES BI<R A B C Type 1 BEDROOM UCHTINGRECEPTS BATHROOM UI TINGRECEPTS,EF-1 1 1 2pt 20 1123 253 R R R E 20CD 1500 20 30 1 2 WASHER CLOTHES DRYER 2 3 4 5 7 9 11 ENTRY UWTINGRECEPTS LIVING ROOM LIGWINGRiECEPTS APPUANCERECEPTS APPLIANCERECEPTS 1 1 1 1 2M 2M 20t 20t 506 360 1282 180 830 R R R R E E E E E E E E 50D 950 38 2" 12W 950 - 15 15 15 - 15 - 1 1 2 - 1 RANGE MU-1 cw 4108 13 15 MICROWAVE GARBAGEOISPOSAL 1 1 20 20 1000 GWH1 17 19 DISHWASHER SPACE 1 - 20 - 800 - E - - - - - - SPACE SPACE 21 23 SPACE SPACE - - - - - SPACE SPACE ±22 NOTES: 1.+- ARC -FAULT CIRCUIT INTERRUPTER Total A k LIGHTING 0.1 0 0 0 0 0 RECEPTS tR] 1989 3215 0 52 34 EQUIP. F-1 5288 4980 0 10268 66 OTHER 0 0 0 0 0 ADDITIONAL 0 0 0 0 0 TOTAL n2 81% 0 15472 DEMAND 5C94 5737 0 10830 70 % 47 53 0 UNIT 62-A1 - ONE BEDROOM 1 1 scALE: v4 7- 1. RELEASED FOR CONSTRUCTION J 2 Panel Schedule PANEL NAME: PA2 VOLTAGE 208 WIRE: 3 NEUTRAL RATING: 100% PANEL DESCRPTIOJ: TYPICAL 1-BEDROOM UNIT PANEL MAINS: 100A 2 MOUNTING RECESSED CIRCUITS: MANUFACTURER: Square D PANEL AI.C. RATING: 229000 LOCATION: NO BRANCHVA Load12� BRANCH POLES BB C Type 1 3 7 9 11 BEDROOM UCHTINGRECEPTS BATHROOM LICHTINGRECEPTS,EF-1 ENTRY UWTINGRECEPTS LIVING ROOM LIGWINGR CEPTS APPUANCERECEPTS APPLIANCERECEPTS 1 1 1 1 1 1 2W 264 212W 280 2360 i 253 830E R0 R R R R R E0 20 30 - 15 15 15 - 15 1 2 - 1 1 2 - 1 WASHER CLOTHES DRYER5 RANGE AHU-2 CU-2 2 4 6 8 10 12 13 15 MICROWAVE GARBAGEDISPOSAL 1 1 0D 14 GWH1 18 17 DISHWASHER SPACE 1 - 00 E- - - - - SPACE SPACE 1819 A 21 SPACE - - - - - - SPACE 22 24 NOTES: 1.+- ARC -FAULT CIRCUIT INTERRUPTER TOMI LIGHTING 0.1 0 0 0 0 0 RECEPTS JR] 21N 3313 0 M17 34 EQUIP. F-1 5408 51W 0 105C8 66 OTHER 0 0 0 0 0 ADDITIONAL 0 0 0 0 0 TOTAL 7512 8413 0 15925 DEMAND use Sears 0 11148 70 % 47 53 0 UNIT B2-A2 - ONE BEDROOM GENERAL NOTES A. ALL 120V, 15 A AND 20-A RECEPTACLES SHALL BE TAMPER RESISTANT. B. COORDINATE ALL KITCHEN AND KITCHEN ISLAND RECEPTACLES WITH ARCHITECTURAL ELEVATIONS. C. PROVIDE FIRE RATED ELECTRICAL BOXES IN ALL FIRE RATE WALLS, CEILINGS, AND ASSEMBLIES. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATINGS. DRAWING NOTES 1 PROVIDE 125/250V 30A-3P, 4 WIRE DRYER RECEPTACLE, 48" M.H. NEMA 14-30R. (3) #10, #10 GIRD . 0.75" C. 2 PROVIDE 125V ZOAAP RECEPTACLE, 18" 2 M.H. NEMA 5-ZOR. (2) #12, #12 GRD., 0.75" C 3 REFER TO ROOF POWER PLAN FOR LOCATION OF CONDENSING UNIT SERVING THIS RESIDENTIAL UNIT. DISCONNECT TO BE LOCATED ON ROOF, ADJACENT TO EQUIPMENT. 4 PROVIDE 20A-120V RECEPTACLE UNDER SINK FOR GARBAGE DISPOSAL AIR SWITCH. 5 PROVIDE CEILING MOUNTED JUNCTION BOX UL LISTED FOR FAN AND FIXTURE SUPPORT. PRE -WIRE FOR FUTURE PADDLE FAN AND LIGHT KIT. 6 PROVIDE RECEPTACLE AND CAN EQUIPMENT BOX AT 18" AFF AND AT 4'-9" AFF BETWEEN BLOCKING AT THIS LOCATION. COORDINATE EXACT HEIGHT AND LOCATION OF BLOCKING WITH ARCHITECTURAL DRAWINGS. 7 PROVIDE RECEPTACLE IN CABINET ABOVE RANGE FOR MICROWAVE. 8 UDB PANEL TO BE SUTTLE SOLUTIONS 47' SOHO ACCESS ENCLOSURE. PROVIDE DUPLEX 12OV-20A RECEPTACLE INSIDE PANEL FOR EQUIPMENT. ADD TO CIRCUIT #5. CATALOG #SAE-42DDCNY. 1k1/ W®®LPE CST ARCRITECTUREjER61NEERIN6l6EWATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E u 110 u U J J Q Issuances: Rey DaCRI"M More 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2 Permit 05/01/19 2 ASI #10 09/11/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: ELECTRICAL ENLARGED PLANS Subject to compliance with all regulations at State and meal Codes City of Cannel (} �Vrtt�\9w1�1jpA� DATE: 10/31/19 E2=401 2 3 0 5 0 7 2 0 R Panel Schedule PANEL NAME: PA4 VOLTAGE 208 PHASE 1 WIRE 3 NEUTRAL RATING 100% PANELDESCRIPTION: TYPICAL 1-BEDROOM UNIT PANEL MAINS: 2 100A MOUNTING: RECESSED MA%NO. OF CIRCUITS: 24 MANUFACTURER: Square D PANEL A.I.C. RATING 229000 LOCATION: NO BRANCH VA Loan Load VA BRANCH P0.E5 a(R A B C Type 1 BEDROOM UGHTINGARGCEPTS BATHROOM UGHTING44ECEPTS,EF-1 1 1 2M 20 763 253 R R R E 2000 1500 20 30 1 2 WASHER CLOTHES DRYER 2 3 4 5 ENTRY LIGHTINGIRECEPTS LIVING ROOM UGHTING/RECEPTS 1 20E ZM 844 742 R R E E 500 2000 - 15 - 1 6 ] 1 RANGE 8 9 11 APPLIANCERECEPTS APPLIANCERECEPTS 1 1 20E ZM 360 180 R R E E 10]0 1200 15 15 1 2 AHU-2 CU-2 10 12 14 13 15 MICROWAVE GARBAGE DISPOSAL DISHWASHER 1 1 1 20 20 20 1" I= 830 E E E E E 38 10]0 - - 15 - - 1 - GWHi SPACE 16 18 17 19 21 SPACE SPACE - - - - - - - - - - - SPACE SPACE 20 22 23 ISPACE - NOTES: 1. a -ARC -FAULT CIRCUIT INTERRUPTER - SPACE 24 Trial UGHTING(L) 0 0 0 0 0 RECEPTS [R] 1957 26]5 0 4 A2 31 EQUIP. tE] 5408 51W 0 10508 69 OTHER 0 0 0 0 0 ADDITION& 0 0 0 0 0 TOTAL ]3]5 W]5 0 151W DEMAND 5163 5443 0 10E05 70 % 49 51 0 UNIT B2•A4 • ONE BEDROOM OUHLL 114"' T0 Panel Schedule PANEL NAME: PAS VOLTAGE 208 PHASE: 1 WIRE: 3 NEUTRAL RATING: 100% PANEL DESCRIPTION: TYPICAL 1-BEDROOM UNIT PANEL MAINS: 100A z MOUNTING: RECESSED MAX NO. OF CIRCUITS: 24 MANUFACTURER Square D PANEL A.I.C. RATING: 229000 VA LOCATION: BRANCH NO BRANCH VA Load Lind POLES BKR A B C Type 1 3 BEDROOM UGHLNGARGCEPTS BATHROOM UGHTINGAi CEPTS,EFA 1 1 2M W 1303 214 R R R E 2000 1500 20 30 1 2 WASHER 2 CLOTHES MYER 4 5 ] ENTRY LIGHMNGIRECEPTS LIVING ROOM LIOH TING4RECEPTS 1 1 20E 20+ 686 1102 R R E E 500 2000 - 15 - 1 8 RANGE 8 9 11 APPLIANCE RECEPTS APPLIANCE RECEPTS 1 1 2M 20+ 360 iW R R E E 10]0 1200 15 15 1 2 AHU-2 CU 2 10 12 14 13 15 17 19 MICROWAVE GARBAGEDISPOSAL DISHWASHER SPACE 1 1 1 - 20 20 20 - 1000 800 8?0 - E E E E E 38 - 10]0 - - 15 - - - 1 - - GWH1 SPACE SPACE 18 18 20 21 23 SPACE SPACE - - - - - - SPACE SPACE 22 24 2 NOTES: 1. a-ARGFAULT CIRW IT INTERRUPTER Total LIGHTING (L) 0 0 0 0 0 RECEPTS [R] 2349 2996 0 5345 34 EQUIP. [E] 5408 51W 0 10508 N OTHER 0 0 0 0 0 ADDITIONAL 0 0 0 0 0 TOTAL 7757 aces 0 15853 DEMAND 5430 5667 0 11097 70 % 49 51 0 UNIT B2•A5 • ONE BEDROOM 14'=T' U GENERALNOTES A. ALL 120V, 15 A AND 20-A RECEPTACLES SHALL BE TAMPER RESISTANT. B. COORDINATE ALL KITCHEN AND KITCHEN ISLAND RECEPTACLES WITH ARCHITECTURAL ELEVATIONS. C. PROVIDE FIRE RATED ELECTRICAL BOXES IN ALL FIRE RATE WALLS, CEILINGS, AND ASSEMBLIES. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATINGS. DRAWING NOTES 1 PROVIDE 125/250V 30A-3P, 4 WIRE DRYER R��E�C(E,pPIT�ACTTLE, 48" M.H. NEMA 14-30R. (3) #10, L „ 2 PROVIDE 125V 20A-1P RECEPTACLE, 1811 M.H. NEMA 5-20R. (2) #12 #12 GRD., 0.75" z 3 REFER TO ROOF POWER PLAN FOR LOCATION OF CONDENSING UNIT SERVING THIS RESIDENTIAL UNIT. DISCONNECT TO BE LOCATED ON ROOF, ADJACENT TO EQUIPMENT. 4 REFER TO ARCHITECTURAL DRAWINGS FOR RESIDENTIAL UNITS WITH FULL BALCONIES. UNITS WITH BALCONIES REQUIRE ONE DUPLEX WEATHERPROOF GFI RECEPTACLE AND WALL MOUNTED LIGHT. EXTEND NEAREST CIRCUIT IN ASSOCIATED UNIT FOR POWER. 5 PROVIDE CEILING MOUNTED JUNCTION BOX UL LISTED FOR FAN AND FIXTURE SUPPORT. PRE -WIRE FOR FUTURE PADDLE FAN AND LIGHT KIT. 6 PROVIDE RECEPTACLE AND CATV EQUIPMENT BOX AT 18" AFF AND AT 4'-9" AFF BETWEEN BLOCKING AT THIS LOCATION. COORDINATE EXACT HEIGHT AND LOCATION OF BLOCKING WITH ARCHITECTURAL DRAWINGS. 7 PROVIDE 20A - 120V RECEPTACLE UNDER SINK FOR GARBAGE DISPOSAL AIR SWITCH. 8 CONNECT TO RESPECTIVE CORRIDOR LIGHTING AND RECEPTACLE CIRCUITS. 9 UDB PANEL TO BE SUTTLE SOLUTIONS 42" SOHO ACCESS ENCLOSURE. PROVIDE DUPLEX 12OV-20A RECEPTACLE INSIDE PANEL FOR EQUIPMENT. ADD TO CIRCUIT z #5. CATALOG #SAE-42DDCNY. 10 PROVIDE RECEPTACLE IN CABINET ABOVE G F R MI R AVE. 1ktff WOULPERT ARCRITEETYREjERGINEERINGIGEWATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E rr. tog ILL n mlm=o C W Q 0 E U � J•� .J W � U � cn 0 0 > M I N Q m U o 41 W � c m c a o c �€ U m = U Q Issuances: REV narncMN GATE 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2 Permit 05/01/19 2 ASI#10 09/11/19 Prom. No.: 074904 Date: 10/05/18 Sheet Name: ELECTRICAL ENLARGED PLANS RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel �N�1��LBw�QAs>z DATE: 10/31/19 L*ZIA Ely 2 3 0 5 7 2 0 R Panel Schedule PANELNAME PB1 VOLTAGE 208 PHASE: 1 WIRE: 3 NEUTRAL RATING: 100% PANEL DESCRIPTION'. TYPICAL 2-BEDROOM UNfr PANEL MAINS: 125A 2 MOUNTING: RECESSED MAX NO. OF CIRCUITS: 24 MANUFACTURER Square D PANEL AI.C. RATING: 22,000 LOCATION: - NO BRANGH VA Load Load VA BRANCH JIRS IP POLES MR A B C Type B 1 3 BEDROOM LIGHTINGRECEPTS BATHROOM LIGHTINGREECEPTS,EF-1 1 1 20« 20 1123 253 R R R E MID 50D 1500 2000 20 SO - 15 1 2 - 1 WASHER CLOTHES DRYER 2 4 5 7 ENTRY LIGHTINGIRECEPTS LIVINGROCMUGHTINGRECEPTS 1 1 20« 20t 428 R 1102 R E E 6 RANGE 8 9 11 APPLIANCERECEPTS APPLIANCERECEPTS 1 1 2M 2(k 360 iW R R E E 1770 1200 15 15 1 2 AHU3 CU-3 10 12 13 15 17 MICROWAVE GARBAGE DISPOSAL DISHWASHER 1 1 1 20 20 20 1" 800 830 E E E E E 38 1TI0 - - 15 - - 1 - 14 GWH1 SPACE 16 18 19 21 BEDROOM LIGHTINGRECEPTS SPACE 1 - NI 943 R - - - SPACE ISPACE 20 22 23 SPACE - - - NOTES: 1. a -ARC -FAULT CIRCUIT - INTERRUPTER - - SPACE 24 Talal LIGHTING[L] 0 0 0 0 0 RECEPTS [RI 19D9 3978 0 5887 W EQUIP. [E] 6108 5800 0 11908 67 OTHER 0 0 0 0 0 ADDITIONAL 0 0 0 0 0 TOTAL W17 9778 0 17795 DEMAND 5612 6845 0 12457 70 % 45 55 0 IT B2•B1• TWO BEDROOM SCALE : 1/4'- 1'-0 Panel Schedule PANEL NAME PE12 VOLTAGE 208 PHASE'. 1 WIRE: 3 NEUTRAL RATING: 1000/0 PANEL DESCRIPTIOP. TYPICAL 2-BEDROOM UNfr PANEL MAINS: 125A 2 MOUNTING: RECESSED MAX. NO. OF CIRCUITS: 24 MANUFACTURER Square D PANEL AI.C. RATING: 22,000 LOCATION NO BRANCH VA Load Load VA BRANCH POLES MR A B L Type 1 3 BEDROOMLIGHTINGIRECEPTS BATHROOM LIGHTINCYRECEPTS,EF-1 1 1 2W 20 1103 253 R R R E 2000 500 1500 2000 20 SO - 15 1 2 - 1 WASHER CLOTHES DRYER 2 4 5 7 ENTRY LIGHTINGRECEPTS LIVING ROOM LIGHTINGRECEPTS 1 1 20 R 1304 R E E 6 RANGE 8 9 11 APPLIANCE RECEPTS APPLIANCE RECEPTS 1 1 2M 2M 360 11 R R E E 1935 1200 15 15 1 2 AHU4 LU-0 10 12 13 15 17 MICROWAVE GARBAGEDISPOSAL DISHWASHER 1 1 1 20 20 20 1000 800 830 E E E E E 38 1935 - - 15 - - 1 - 14 GI 16 SPACE 18 19 21 BEDROOMLIGHTINGRECEPTACLES SPACE 1 - 20 - - 1124 R - - - - - - SPACE SPACE 20 22 23 SPACE - - - NOTES: 1. a-ARCFAULT CIRCUIT - INTERRUPTER - - SPACE 24 Total LIGHTING[L] 0 0 0 0 0 RECEPTS[R] 1969 4361 0 6330 34 EQUIP, [E] 62T3 5955 0 122W 66 OTHER 0 0 0 0 0 ADDITIONAL 0 0 0 0 0 TOTAL 8242 103M 0 18558 DEMAND 5769 7228 0 129M 70 % 44 SS 0 SCALE : 1/4" = VI GENERAL NOTES A. ALL 120V, 15 A AND 20-A RECEPTACLES SHALL BE TAMPER RESISTANT. B. COORDINATE ALL KITCHEN AND KITCHEN ISLAND RECEPTACLES WITH ARCHITECTURAL ELEVATIONS. C. PROVIDE FIRE RATED ELECTRICAL BOXES IN ALL FIRE RATE WALLS, CEILINGS, AND ASSEMBLIES. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATINGS. DRAWING NOTES 1 PROVIDE 1251250V 30A-3P, 4 WIRE DRYER 2 RECEPTACLE, 4811 M.H. NEMA 14-30R. (3) #10, v 2 2 PROVIDE 125V 2OA-1P RECEPTACLE, 18" M.H. NEMA 5-20R. (2) #12, #12rrG1�RRIryD., 0.75" C. �DI fv LOCATION OF CONDENSING UNIT SERVING THIS RESIDENTIAL UNIT. DISCONNECT TO BE LOCATED ON ROOF, ADJACENT TO EQUIPMENT. 4 REFER TO ARCHITECTURAL DRAWINGS FOR RESIDENTIAL UNITS WITH FULL BALCONIES. UNITS WITH BALCONIES REQUIRE ONE DUPLEX WEATHERPROOF GFI RECEPTACLE AND WALL MOUNTED LIGHT. EXTEND NEAREST CIRCUIT IN ASSOCIATED UNIT FOR POWER. 5 PROVIDE 20A- 120V RECEPTACLE UNDER SINK FOR GARBAGE DISPOSAL AIR SWITCH. 6 PROVIDE CEILING MOUNTED JUNCTION BOX UL LISTED FOR FAN AND FIXTURE SUPPORT. PRE -WIRE FOR FUTURE PADDLE FAN AND LIGHT KIT. 7 PROVIDE RECEPTACLE AND CAN EQUIPMENT BOX AT 18" AFF AND AT 4'1 AFT BETWEEN BLOCKING AT THIS LOCATION. COORDINATE EXACT HEIGHT AND LOCATION OF BLOCKING WITH ARCHITECTURAL DRAWINGS. 8 PROVIDE RECEPTACLE IN CABINET ABOVE RANGE FOR MICROWAVE. 9 LOB PANEL TO BE SUTTLE SOLUTIONS 42" SOHO ACCESS ENCLOSURE. PROVIDE DUPLEX 12OV-20A RECEPTACLE INSIDE PANEL FOR EQUIPMENT. ADD TO CIRCUIT #5. CATALOG #SAE-42DDCNY. 1ktff W O U L P E R T ARCNITEUM EIENDINEERINDIDEMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E f'. [e] IM 10 MIE=i n� W �E LL O U � .J U F (n a O N €m Q my A` a% U c c v o c U m �`€° �U Q Issuances: RW DMMI" N DATE 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2 Permit 05/01/19 2 ASI #10 09/11/19 Prom. No.: 074904 Date: 10/05/18 Sheet Name: ELECTRICAL ENLARGED PLANS RELEASED FOR CONSTRUCTION Subject to compliance with all regulations at State and focal Codes City of Carmel (} �Vrt1�\BwT�ppA� DATE: 10/31/19 L*Z 11IN 1 9 3 0 5 0 7 E 0 R Panel Schedule PANEL NAME: VOLTAGE PHASE: WIRE: NEUTRAL RATING: PANEL DESCRIPTION: PA2 208 1 3 100% TYPICAL 1-BEDROOM UNIT PANEL M S: MOUNTING: MAX. NO, OF CIRCUITS: MANUFACTURER: PANEL A.I.C. RATING: LOCATION: 2 100A RECESSED 24 Square D 22,000 BRANCH VA Load Load VA BRANCH NO POLES BKR A B C Type 1 BEDROOM LIGHrING4RECEPTS 1 20+ 1260 R R 1500 20 1 WASHER 2 3 BATHROOM LIGHTINGRECEPTSIEF-1 1 20 253 R E 2000 W 2 4 CLOTHES DRYER 6 5 ENTRY UGWINGIRECEPTS 1 20+ 664 R E 2000 - - ] LIVING ROOM LIGHTINGRiECEPTS 1 20+ 1200 R E 500 15 1 RANGE 8 9 APPLIANCE RECEPTS 1 20+ 180 R E 1200 15 1 AHU-2 10 11 APPLIANCE RECEPTS 1 20+ 360 R E 1070 15 2 CU-2 12 13 MICROWAVE 1 20 1000 E E 1070 - 14 15 GARBAGEDISPOSAL 1 20 B30 E E 38 15 1 GWHi i6 1] DISHWASHER 1 20 800 E - - - SPACE 18 19 SPACE - - - - - SPACE 20 21 SPACE - - - SPACE 22 23 SPACE - - - SPACE 24 Total NOTES: 1.+-ARCFAULT CIRCUIT INTERRUPTER LIGHTING RI 0 0 0 0 0 RECEPTS [RI 2104 3313 0 511] 34 EOJIP. LEI 5908 5100 0 10508 S6 OTHER 0 0 0 0 0 ADDITIONAL 0 0 0 0 0 TOTAL ]512 B413 0 15925 DEMAND 5258 5889 0 11148 70 % 4] 53 0 z YXL-IL,14 UNIT B2•A2 TYPE A • ONE BEDROOM SCALE: 1/4" = l'-O" Panel Schedule PANEL NAME VOLTAGE PHASE WIRE: NEUTRALRATING: PANEL DESCRIPTION: PA3 208 1 3 100% TYPICAL 1-BEDROOM UNIT PANEL MA I NS. MOUNTING: MAX NO. OF CIRCUITS: MANUFACTURER PANEL ALC. RATING: LOCATION: 2 100A RECESSED 24 Square D 22,000 - BRANCH VA Load Load VA BRANCH NO POLES B(R A B C Type a R S R 1 BEDROOM UGHTINGRECEPTS 1 29+ 1123 R R 1500 20 1 WASHER 2 3 BATHROOM LIGHTINGRECEPTSIEF-1 1 20 253 R E 2000 W 2 4 CLOTHES DRYER 6 5 ENTRY UGWINGIRECEPTS 1 20+ 552 R E 2000 - - ] LIVING ROOM LIGHTINGRECEPTS 1 20+ 902 R E 500 15 1 RANGE 8 9 APPLIANCE RECEPTS 1 2D+ 180 R E 12DD 15 1 AHU-2 To— ll APPLIANCE RECEPTS 1 20+ 360 R E 1]]0 15 2 CU-3 12 13 MICROWAVE 1 20 1000 E E 1]]0 - - 14 15 GARBAGE pSPOSAL 1 20 B30 E E 38 15 1 GWH1 16 17 DISHWASHER 1 20 800 E - - - SPACE 18 19 SPACE - - - - - - SPACE 20 21 SPACE - - - SPACE 22 23 SPACE - - - SPACE 24 Total NOTES: 1.+-ARCFAULT CIRCUIT INTERRUPTER LIGHTING[Ll 0 0 0 0 0 RECEPTS[RI 1885 M15 0 4880 29 EOUIP[EI 6108 5800 0 11908 ]i ' OTHER 0 0 0 0 0 > ADDRIONAL 0 0 0 0 0 TOTAL 79M W15 0 16788 DEMAND 5581 6171 0 117W 70 % 4] 53 0 UNIT B2=A3 • ONE BEDROOM SCALE: 1/4" = V-0" GENERALNOTES A. ALL 120V, 15 A AND 20-A RECEPTACLES SHALL BE TAMPER RESISTANT. B. COORDINATE ALL KITCHEN AND KITCHEN ISLAND RECEPTACLES WITH ARCHITECTURAL ELEVATIONS. C. PROVIDE FIRE RATED ELECTRICAL BOXES IN ALL FIRE RATE WALLS, CEILINGS, AND ASSEMBLIES. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATINGS. DRAWING NOTES 1 PROVIDE 125/250V 30A-3P, 4 WIRE DRYER RECEPTACLE, 48" M.H. NEMA 14-30R. (3) #10, 2 2 PROVIDE 125V 20A-1P RECEPTACLE, 18" M.H. NEMA 5-20R. (2) #121 #12 GRID., 0.75" C. 2 F�NDENSIING UNIT LOCATION OF CONDENSING UNIT SERVING THIS RESIDENTIAL UNIT. DISCONNECT TO BE LOCATED ON ROOF, ADJACENT TO EQUIPMENT. 4 PROVIDE 20A - 120V RECEPTACLE UNDER SINK FOR GARBAGE DISPOSAL AIR SWITCH. 5 PROVIDE CEILING MOUNTED JUNCTION BOX ') UL LISTED FOR FAN AND FIXTURE SUPPORT. PRE -WIRE FOR FUTURE PADDLE FAN AND LIGHT KIT. 6 PROVIDE RECEPTACLE AND CAN EQUIPMENT BOX AT 18" AFF AND AT 4'-9" AFF BETWEEN BLOCKING AT THIS LOCATION. COORDINATE EXACT HEIGHT AND LOCATION OF BLOCKING WITH ARCHITECTURAL DRAWINGS. 7 PROVIDE RECEPTACLE IN CABINET ABOVE RANGE FOR MICROWAVE. 8 UDB PANEL TO BE SUTTLE SOLUTIONS 42" SOHO ACCESS ENCLOSURE. PROVIDE DUPLEX 120V-20A RECEPTACLE INSIDE PANEL FOR EQUIPMENT. ADD TO CIRCUIT #5. CATALOG#SAE-42DDCNY. 1ktff WOULPERT ARCNITECTNREIENCINEERINeIeEWATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E EDD1 wo WO n wimmmi n� W E CLim U J•� .J W � U F= U) o O In N cam EO n i 0) 48m W C 0 c m = U Q Issuances: REV omm mm DATE 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2 Permit 05/01/19 2 ASI#10 09/11/19 Prom. No.: 074904 Date: 10/05/18 Sheet Name: ELECTRICAL ENLARGED PLANS RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel (} �Vrt1�\BwT�ppA� DATE: 10/31/19 L'Z 1172 1 11 0 3 4 1 5 M 7 P, W UNSWITCHED CIRCUIT HP2-3 SPAT SPAT BUILDING MOUNTED LIGHTING SPARE 1" CONDUIT TO OUTSIDE BUILDING SPARE 1" CONDUIT TO OUTSIDE BUILDING BASIS OF DESIGN: LCP-2: HUBBELL CX, ACUITY, WATT STOPPER. SEQUENCE OF OPERATION: ALL EXTERIOR LIGHTING SHALL OPERATE FROM DUSK TO DAWN VIA ASTRONOMICAL TIME CLOCK. EXTERIOR EGRESS LIGHTING SHALL HAVE EMERGENCY BACKUP POWER. EXTERIOR LIGHTING CONTROL PANEL LCP=2 co co U W J W N OI C a ym O rn e n m E D .E U a. 0o a RELEASED FOR CONSTRUCTION AiNSgp 'N Subject to compliance with all regulation; _ at State and meal Codes City of Camlel �Nrt��\o'nQ1DA� • DATE: 10/31/19 ELEVATOR SHAFT ELEVATOR PIT VAPORTITE LED LIGHT FIXTURE WITH GLOBE LIGHT SWITCH AND RGS AND GUARD. HUBBELL GFI RECEPTACLE VTC-5K-G-U-W-2-G-G WITH 8e OR EQUAL WEATHERPROOF COVER 3W RIGID STEEL CONDUIT NOTE: A. ENSURE THATALLELVATOR CLEARANCESARE MAINTAINED B. PROVIDE SEPARATE LIGHTING AND RECEPTACLE CIRCUITS 1 ELEVATOR PIT DIAGRAM fit♦/ WOOLPERT AN CHITECTUR E 1214 In NEER ING I GEOSPATIAL 7635 Interactive Way Suite 100 C Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 No PEIINU247 STATE OF /ON E8 F E M�MEO n� W D Ction nO W n� _ W r) U C J '— W � U F= U) o O n N "m N W C 4e)'° C O o� L y °� U ' € B m Go Q Issuances: NEW G®canmM mac 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2 Permit 05/01/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: ELECTRICAL DETAILS E2=501 2 3 0 5 7 I 0 R U W J W N C C a yCD O rn e n w E D .E U a ro REIEA$Eu run waslnulai pun Subject to compliance with all regulations of State and Local Codes City of Calmed ',"IUJOWN s>z DATE: 10/31/19 FEEDER SCHEDULE 100A-3A (3)#1/0 AWG AL & (l)#6 AWG AL GND IN 1-1/Z C. 125A-3A (3)#2/0 AWG AL&(1#4 AWG AL GND IN 1-1/Y C. 150A-3A (3)#3/0 AWG AL & (1 #4 AWG AL GND IN 1-1/2-C. i50A-0A (4)#3/0 AWG AL & (1)i#4 AWG AL GND IN 1-1/2-C. 225A-0A (4)#300 KCMIL AL & (1#2 AWG AL GND IN 2-1/7 C. Ui6 E0 (5) SETS OF (4)#600 KCMIL AL IN 3-10 C. EACH GENERAL NOTES: A. COORDINATE PANEL FEEDER ROUTING THROUGH BUILDING WITH OTHER DISCIPLINES. 1ktff W O U L P E R T IRCRITEETYREj NGINEERINGICEMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E n� W D OL nO W n� _ W E U � C J '— J �^1 W � U F (n o W N �p Q 0M � O W � `o m co o c U m 2" B GU 10 Q Issuances: REV DEscanmoN MTe 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2 Permit 05/01/19 2 ASI #10 09/11/19 Prom. No.: 074904 Date: 10/05/18 Sheet Name: SINGLE LINE DIAGRAM -SOUTH E2=601 1 I 2 I 3 I 4 I 5 I 6 I 7 1 8 I 9 co co K U W J W REFER TO TVPI( ' N = A00 UNIT # l O C a ym O rn e n m E D .E N RISER DIAGRAM - NORTH o Q d SCALE : N.T.S. Eh , 1 RELEASED FOR CONSTRUCTION Q�T � Subject to compliance with all regulations _ at State and meal Codes City yLLooff Calmed `` • DATE: 10/31/19 Ik1/ W®®LPE RT IRCRITEETYREj NGINEERINGICEMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E n� W D OL nO W n� _ W FZ U c J '— J �^1 W � U F= U) o N Qum €0 p n1 v U � c W � `o m co o c B m = U Q Issuances: REV DacanmaN MTe 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2 Permit 05/01/19 2 ASI#10 09/11/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: SINGLE LINE DIAGRAM -NORTH E2=602 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 Panel Schedule PANEL NAME. HP2 VOLTAGE 1201208 PHASE. 3 WIRE: 4 NEUTRAL RATING. 100% PANEL DESCRIPTION: House Panel MAINS: 225A MOLIWING: Surface MAX. NO, OF CIRCUITS: 42 MANUFACTURER: Square D PANEL AI.C. RATING: 22,000 A LOCATION: Main Electrical Room NO BRANCH VA Load Load Type VA BRANCH DESCRIPTION NO. POLES BKR A B C Type A B C WR POLES 1 3 5 LTGfIRST FL STAIRWELLA-088V LTGZUILDINGEXTEWOR LTGSECOND R CORRIDORISTAIRWELL 1 1 1 20 20 20 533 - 328 L L L R R R 144D 900 1800 20 20 20 1 1 1 RCPr-FIRST FL CONVENIENCE RCPr£LEGMECH RCPTSECOND R CORRIDOR 2 4 6 ] 9 11 LTGSECGND R CORRIDOLSTAIRWELL LTGTHIRO FL CORRIDOBISTAIRWELL LTGTHIRD R CORRIDOR/STAIRWELL 1 1 1 20 20 20 353 359 339 L L L R R R 1800 900 720 20 20 20 1 1 ROPT-THIRD R CORRIDOR ROPT-FOURTH FL CORRIDOR RPCT-ROOFTOP 8 10 12 1 13 15 LTGFOURTH R CORRIDORSTAIRWELL SPARE 1 1 20 20 326 - L - E E 2400 2400 30 - 1 - EH-1 STAIRWELL 14 16 17 19 SMOI DAMPERS LTGELEVATOR CAR 1 1 20 20 500 100 E L E E 5260 5260 ]0 - 3 - ELEVATOR CONTROLLER 18 20 21 23 ELEVATORPITUGHTINGRRCPT ELEVATORPITRCPT 1 1 20 20 5D0 360 R R E 1200 12 1 AHU-6 THIRD FLOOR CORRIDOR 24 25 2] EH-1 GARAGE STAIRWELL 2 - 30 - 2400 2400 E E E - 1 5 - 30 - SPARE CU4SECOND FLOOECORRIDOR 25 29 E1:1 STAIRWELL 2 30 2400 E E E 1935 1935 _ 30 2 30 CU-4 THIRD FLOOR CORRIDOR 32 33 35 AHUS SECOND FLOOR CORRIDOR I SPARE 1 15 1200 E E E 1935 1130 - 20 - 1 M SPA 36 3] AG1 1HP-1 SPARE 2 - 1 - 1 20 1 0 1250 PER -I E I - - 201 20 I201 1 SPARE SPARE ISPARE 38 40 42 39 41 1 3 Total LIGHTING IL] 1712 359 667 27M 5 RECEPTS RR] 3240 2300 2880 M20 15 EQUIP. [El 156,15 16MO 12025 44050 80 OTHER 0 0 0 0 0 ADDITIONAL 0 0 0 0 0 TOTAL 20597 19039 155M 55208 DEMAND 14418 I= 10900 38696 70 % 3] 34 28 co co K U W J W N C C U ym O rn e C w E D .E U a 7t r RELEASED FOR CONSTRUCTION QyR\EEf � yGa subject to compliance with all regulations _ at State and Local Codes CityofflCannell �VT�1\B*wARWVaL • DATE: 10/31/19 Panel Schedule PANEL NAME. RP2.1 VOLTAGE 120/208 PHASE: 3 WIRE: 4 NEUTRAL RATING. 100% PANEL DESCRIPTIO4. Retail Space Panel 1 MAINS: 150A MOUNTING Surface MAX. NO, OF CIRCUITS: 42 MANUFACTURER: Square D PANEL AI.C. RATING: 22,000 A LOCATION: Main Electrical Room NO BRANCH VA Load Load Type VA BRANCH DESCRIPTION NO. POLES BM A B C Type A B C BIQR POLES 1 3 5 LTG RETAIL SPACE LTG RETAIL SPACE LTG R%TAIL SPACE 1 1 1 2D - 20 - 20 L L - L R R R - - - 20 20 20 1 1 1 RCPT-RETAIL SPACE RCPT-RETAIL SPACE RCPT-RETAIL SPAT£ 2 4 6 ] 9 11 SPARE SPARE SPARE 1 1 1 20 - 20 - 20 - R R R - - - 20 20 20 1 1 1 RCPT-RETAIL SPACE RCPT-RETAIL SPACE 8 10 RCPT-RETAIL SPACE 12 13 15 SPARE SPARE 1 1 20 - 20 - - - 20 20 1 1 SPARE SPARE 14 16 17 19 SPARE SPARE SPARE - 1 1 - 20 - 20 - - - - - 40 - - 3 - - SPARE 18 20 21 22 23 25 SPARE CH-X RETAIL SPACE (FUTURE) - 2 - 30 - - E E E - - Sul - 2 - AHUTX RETAIL SPACE (FUTURE) 24 26 2] - 2 - - 30 E - E - - 60 - 2 - SPARE 28 29 31 CH RETAIL SPACE (FUTURE) 30 - 2 - - 30 - - E - - - - 20 20 20 1 1 1 SPARE SPARE SPARE 32 Sal 35 33 SPARE Sid- 37 39 41 SPARE SPARE SPARE 1 1 1 1 20 - 20 - 20 - - - - 20 20 20 1 1 1 SPARE SPARE SPARE 38 40 42 Total A B C SUM % UGWING IL] 0 0 0 0 0 RECEPTS [R] 0 0 0 0 0 EQUIP. 111 0 0 0 0 0 OTHER 0 0 0 0 0 ADDITIONAL 0 0 0 0 0 TOTAL 0 0 0 0 DEMAND 0 0 0 0 70 % 0 0 0 Ik1/ W®®LPE RT ARCRITECTUREjER61NEERIN616EWATIAL 7635 Interactive Way Suite 100 O Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E (^'II W D CLim _O E U C J '— J U � cn oO N € p A ` of U c co o c L y N C.)co €° B �U Q Issuances: REV DamcnaN MTe 0 Issued For Building 2 Review 10/05"8 1 ASI #4 12/21/18 2 Issued For Building 2 Permit 05/01/19 3 ASI #10 09/11/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: PANELBOARD SCHEDULES E2=701 11 K 3 n 1.1 19 a 51 M R RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Cannel 'PAGIUI EQUIPMENT DATA SCHEDULE LOAD CHARACTERISTICS EQUIPMENT CONTROL STARTER DISCONNECT CONTROL DEVICE FEEDER PLAN MARK DESCRIPTION/LOCATION 2 a J O Q a ¢ w y rc m O z h z m wa w z y X S ¢ W LOCATION ot LL m r i m w o. SWIFUSE LOCATION w w PANEL CIRCUIT FEEDER SIZE/ RACEWAY NOTES PLAN MARK AHU-1 RESIDENTIAL UNITS 1/3 120 1 - MC MC ON UNIT EC EC TS - AT UNIT - - (2)#12,#12G, 314"C 1 AHU-1 AHU-2 RESIDENTIAL UNITS 713 120 1 MC MC W ON UNIT EC ECC TS - AT UNIT 2 1 AHU-2 AHU-3 RESIDENTIAL UNITS 1l3 120 1 - MC MC W ON UNIT EC EC TS - AT UNIT - - - - :[2)#12, #12G, 314"C 1 AHU-3 AHU-4 RESIDENTIAL UNITS 1/3 120 1 MC MC ON UNIT EC EC TS - AT UNIT (2)#12,#12G, 334"C 1 AHU4 AHU-5 CORRIDOR UNITS w 1/3 120 1 - - MC MC w W W ON UNIT EC EC TS AT UNIT - - - - (2) 412, #12G, 314" C 2 AHU-5 2 2 CU-1 RESIDENTIAL UNITS W 1/3 1208 1 - - MC MC ON UNIT EC EC TS - AT UNIT - - - (2)410,#10G, 314"C 1 CU-1 CU-2 RESIDENTIAL UNITS W 1/3 208 1 MC MC ON UNIT EC EC TS - AT UNIT (2)010,01013, 3/W C 1 CU-2 CU-3 RESIDENTIAL UNITS W 1/6 208 1 - - MC MC - ON UNIT EC EL TS - AT UNIT - - - - (2)#10,#10G, 314"C 1 CU-3 CU4 RESIDENTIAL UNITS W 1/6 208 1 MC MC ON UNIT EC EC TS AT UNIT (2)08,0813, 3/WC 1,2 CU-4 EH-1 CABINET 4.4 W 208 1 MC MC MC MC AT UNIT W HP2 EH-1 AC-1 ROOF - - 208 1 - - MC MC - - - ON UNIT EC EC - - AT UNIT - - HP2 2 AC-1 HP-1 ROOF HP2 2 HP-1 GWHi GAS TANKLESS WATER HEATER 0.038 - 120 1 MC MC EC EC TS AT UNIT (2)#12, #12G, 314"C 1 GWHi GWH2 GAS TANKLESSWATERHEATER 0.052 120 1 MC MC EC EC TS AT UNIT (2)#12, #12G, 314"C 1 GWH2 V SP-1 SUMP PUMP IN ELEVATOR PIT 1A3 1/5 120 1 MC MC MC MC - HP2 36 (2) #12, #12G, 3W C SP-1 ABBREVIATIONS E.C. - ELECTRICAL CONTRACTOR V.C. - VENTILATING CONTRACTOR H.C.- HEATING CONTRACTOR P.C. - G.C. - S.C.- PLUMBING CONTRACTOR GENERALCONTRACTOR SPRINKLERCONTRACTOR C.C. - CONTROL CONTRACTOR M.C. - MECHANICAL CONTRACTOR MS - MANUAL MOTOR STARTER WITH NF - NON -FUSED TS - FS - FUSEDSWITCH OVERLOAD FVNR - FULL VOLTAGE NON -REVERSING O GL S IT H 2 NOTES: 1. REFER TO ENLARGED UNIT PLANS AND TYPICAL PANELBOARD SCHEDULES FOq CI CUTS E IN R SI EN ALU ITAHU , 'SAN W 'S. 2 2. REFER TO OVERALL POWER AND SYSTEMS FLOOR PLANS AND HOUSE PANEL HP2 SCHEDULE FOR CIRCUITS SERVING CORRIDOR AHU'S AND CU'S. LIGHTING FIXTURE SCHEDULE w m rn w m m LAMPSILIGHT ENGINE w ¢ O w rc m k 3 w z w rc m U w U LL w rc m m w f r< w w MANUFACTURER 8 CATALOG NO. OTHERACCEPTABLE MANUFACTURERS DIFFUSER MEDIA CLASSIFICATON TRIM COLOR MOUNTING SIZE (IN.) p z W w w QUANTITY ui k m 2 Q J z w r ¢ EM--EMERGENCY N-NORMAL HAZ--HAZARDOU LB --LOW BAY Y HM--HIGH MAST H x y U W 2 0 x J ¢ m¢ w 0 (C m z F w r O Z w 0 S--SURFACE R--RECESSED SM--STEM MTD. MTD. C--CHAIN UCCUNDER CAB. CS--CEIL. SURF. T--TRACK W O w 2 = m3 x z � _ w m < o m A - - - 1 N/A LED 120 12 N/A 825 PROGRESS#R8107-283OK9 LITHONIA, HALO N/A N CS 5.5" CIA .75" B - - - 2 11 LED At 120 22 N/A N/A DESIGN HOUSE TORINO 2-LIGHT, SATIN NICKEL WAC LIGHTING ETCHED GLASS N CS 15" 15" 7" 1 C - - - 1 11 LED At 120 11 N/A N/A 11" SATIN NICKEL, CEILING MOUNTED WAC LIGHTING ETCHED GLASS N CS 11" 112.5m 6" - D - - - 2 11 LED At 120 22 N/A N/A DESIGN HOUSE TORINO SEMI -FLUSH, SATIN NICKEL WAC LIGHTING ETCHED GLASS N CS 15" 15" 12" 1 ELU12 - - - 2 3 120 14 N/A N/A DUAL LITE#LZ25-03L EVENLITE, COMPASS N/A EM WM 13" 5" 4" - EX1 - - - 1 5 120 5 N/A N/A DUAL LITE#LEC'R'NE-M EVENLITE, COMPASS N/A EM R 14" 7.5" 4" 2 EX2 - - - 1 5 120 5 N/A N/A DUAL LITE#LECDR'NE-M EVENLITE, COMPASS N/A EM R 14" 7.5" 4" 2 EX3 - - - 1 5 120 5 N/A N/A DUAL LITE#LEWSR`NE-M EVENLITE, COMPASS N/A EM R 14" 7.5" 4" 2 F - - - 3 7 LED 120 21 N/A N/A DESIGN HOUSE TORINO 52" FAN, SATIN NICKEL HUNTER,CASABLANCA ETCHED GLASS N SM 52" CIA 16" 3 H1 - - - 1 18 - 120 18 N/A 1.7K LUMINIS#SQ600-Li W18R1-120-BKT-FS-K3-R45 WAC LIGHTING, TEMPERED GLASS N WM 6" 12" 10" - H2 - - - 2 - - 120 38 N/A 3.2K LUMINIS#SQ602-L2W18R1-120-BKT-FS-2K3-R45 WAC LIGHTING, TEMPERED GLASS N WM 6" 12" 10" - H4 - - - 1 N/A LED At 120 TBD N/A TBD SINGLE LAMP WALL MOUNTED LANTERN, MFR TBD MODERN FORMS, PROGRESS TBD N WM TBD TBD TBD 12 L14 - - - 1 N/A LED 120 - N/A N/A MERCURY LIGHTING#LSV-4-3000-40K-HTP-UNI COLUMBIA, ILP FROSTED POLVCARBONATE N CS OR 2" 48" 3" 4 P - - - 1 12 LED At 120 12 N/A N/A PRESTON BLUE GLASS PENDANT WAC LIGHTING ETCHED GLASS N SM 5.5" 5.5" 7" 5 PS2 - - - 1 19 LED 120 19 N/A N/A WAC LIGHTING #WS-6614-BN CAMMAN ETCHED GLASS N S 6" 14" 3" 6 V - - - 1 12 LED At 120 12 N/A N/A TORINO WALL SCONCE, SATIN NICKEL WAC LIGHTING ETCHED GLASS N WM 5.5" 10" 7" 1.8 W1 - - - 1 N/A LED 120 39 N/A 3.8K MERCURY LIGHTING#L455-4-3800-40K-HTA20-20-UNI-EM12 COLUMBIA, VISIONEERING FROSTED ACRYLUC N/EM WM 7" 48" 6" 9 Zi - - - 1 N/A LED 120 30 N/A 3K LUMINAIRE#AEL36-30W-3000K-120-277-DP-BKH-GLR-EMB310 KENALL FROSTED ACRYLLIC N/EM WM 5.4" 36" 3.6" 11 1 N/A LED 120 1 55 1 N/A 5.9K LUMINAIRE#AEL72-55W-3000K-120-277-DP-BKH-GLR-EMB310 KENALL FROSTED ACRVLLIC N/EM WM 5.4" 72" 3.6" 11 NOTES: 1. PROVIDE DIMMABLE LED A19 LAMP FOR ALL FIXTURES WITH MEDIUM BASES. LAMP SHALL BE 30000K AND HAVE A MINIMUM LIFE OF 25,000 HOURS. 2. PROVIDE EXIT SIGN WITH NUMBER OF FACES AND DIRECTIONAL ARROWS AS REQUIRED ON DRAWINGS. 3. PROVIDE CEILING FAN WITH LIGHT KIT TO MATCH TYPE B FIXTURES. PROVIDE (3) LED CANDELABRA LAMPS. LAMPS SHALL BE 300WK AND HAVE A MINIMUM LIFE OF 25,000 HOURS. 4. MOUNT FIXTURES 8'-O" AFF. MOUNT TO CEILING OR PROVIDE CHAIN MOUNTING AS REQUIRED. 5. MOUNT BOTTOM OF FIXTURE APPROXIMATELY 36" ABOVE KITCHEN SURFACE BELOW. 6. MOUNT MIDDLE OF FIXTURE 6'-6"AFF. 7. PROVIDE COMPATIBLE RECESSED 6" HOUSING. PRESCOUTE DBXQL. 8. REFER TO ARCHITECTURAL ELEVATIONS FOR VANITY FIXTURE MOUNTING HEIGHTS. 9. MOUNT MIDDLE OF FIXTURE B'-0" ABOVE STAIR LANDING OR FINISHED FLOOR. 10. PROVIDE REMOTE BATTERY BACKUP IN ACCESSIBLE LOCATION. 11. MOUNT FIXTURE 6" ABOVE DOOR FRAME. 12. INCLUDE ALLOWANCE OF $200 MATERIAL COSTS PER FIXTURE. FIXTURE TO BE DETERMINED. 1ktff WOULPERT MCRITEUUREj N61NEERIN6l6EMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E IND 10 L] W E OL 0 U J•� J � W U F= U) 0 0 c � � m CV n �^ \, 0)na ci `O c W m co o c L N N G€ U m .Go Q Issuances: Raw DEsMMM MTE 0 Issued For Building 2 Review 10/05/18 1 Issued For Building 2Permit 05/01/19 2 ASI #10 09/11/19 Prom. No.: 074904 Date: 10/05/18 A Sheet Name: EQUIPMENT AND LIGHT FIXTURE SCHEDULES E2=801 DATE: 10/31/19