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HomeMy WebLinkAbout1212.01 Building PlansEAST �&TH INDIANAPOLIS, INDIANA 46240 RO ` 37 �� � �kNh avU4� l a {1 �: e q 89th V I O_I N I TY M A F BUILDING TYPE: 56ZUARE F-OOTAGE: OGGUPANGY LOAD: GON5TRUGTION TYPE: OGGUPANGY TYPE: 1 REPAIR GARAGE (LIMITED) 7,200 72 (PER CODE) / 4 (ACTUAL) \/—N / 5PRINKLERED 5-5 PRO.EGT LOGATI ON r SPIOI ARCHITECTURAL 51TE PLAN l TITLE SHEET H� li CY¢ EAST �&TH INDIANAPOLIS, INDIANA 46240 RO ` 37 �� � �kNh avU4� l a {1 �: e q 89th V I O_I N I TY M A F BUILDING TYPE: 56ZUARE F-OOTAGE: OGGUPANGY LOAD: GON5TRUGTION TYPE: OGGUPANGY TYPE: 1 REPAIR GARAGE (LIMITED) 7,200 72 (PER CODE) / 4 (ACTUAL) \/—N / 5PRINKLERED 5-5 PRO.EGT LOGATI ON �-i PROJEGT LOGAT ION NORTH COVER SHEET / DRAWING INDEX SPIOI ARCHITECTURAL 51TE PLAN E TITLE SHEET t FLOOR PLAN MEP201 A MIOO REFLECTED CEILING PLANS 2 of 5 EXISTING CONDITIONS SEGUENGEOFIOPERATIONS M201 s A201 �r. 3 of 5 51TE PLAN M601 HVAC, SCHEDULES �-i PROJEGT LOGAT ION NORTH LA!llllllo,150N $ CoCNIL"-�ICNINCep 151 NORTH DELAY lARF- 57REET sa�,�U�s 4JAnn� 0-40 A10� 39po-, SU17E #151 8"etn598 11L.4�►M oueuclux)o 01 p� e;e;S 10 1d3Q INDIANAFOLIS, INDIANA 46204 '°3��► CITY OF CARMEL - CLAY TOWNSHIP Dept. of Community Services Building A Code Enforcement One Civic Square - First Floor Carmel, IN 46032 Plan Authentication Certification and Agreement As the authorized agent responsible for obtaining a permit or permits', I certify that these plans are identical to those released for construction by the Indiana Dept, of Fire u Building Services. I also understand th it is determined that these plans are not identical, a STOP WORK ORDER *Required d-as 4uire nder the Ordinances referenced below. ED SIGNATURE DA r Chapter 7, Section 10 of the Carmel City Code, entitled "Building Code" and Section 29.4.2 and 29.4.3 entitled "Administration". Required by Carmel Clay Township Zoning Ordinance, Section 31.1 entitled "Violations and Penalties". s:permits/forms/authentication Aug 2001 57*K0"UC7IJRAL �NGIN�ERING C O-N5UL7AN75 4513 ROTTERDAM DR!VE INDIANAPOLIS, INDIANA 4228 may. JOHN OB�f�L1�5 `CONOUG LiINENC-;IN=EJR5j INC. 10 SOUTH NEW JERSEY STREET SURE 320 INDIANAPOLIS, INDIANA 416204 COVER COVER SHEET / DRAWING INDEX SPIOI ARCHITECTURAL 51TE PLAN I of 5 TITLE SHEET t FLOOR PLAN MEP201 A MIOO REFLECTED CEILING PLANS 2 of 5 EXISTING CONDITIONS LA!llllllo,150N $ CoCNIL"-�ICNINCep 151 NORTH DELAY lARF- 57REET sa�,�U�s 4JAnn� 0-40 A10� 39po-, SU17E #151 8"etn598 11L.4�►M oueuclux)o 01 p� e;e;S 10 1d3Q INDIANAFOLIS, INDIANA 46204 '°3��► CITY OF CARMEL - CLAY TOWNSHIP Dept. of Community Services Building A Code Enforcement One Civic Square - First Floor Carmel, IN 46032 Plan Authentication Certification and Agreement As the authorized agent responsible for obtaining a permit or permits', I certify that these plans are identical to those released for construction by the Indiana Dept, of Fire u Building Services. I also understand th it is determined that these plans are not identical, a STOP WORK ORDER *Required d-as 4uire nder the Ordinances referenced below. ED SIGNATURE DA r Chapter 7, Section 10 of the Carmel City Code, entitled "Building Code" and Section 29.4.2 and 29.4.3 entitled "Administration". Required by Carmel Clay Township Zoning Ordinance, Section 31.1 entitled "Violations and Penalties". s:permits/forms/authentication Aug 2001 57*K0"UC7IJRAL �NGIN�ERING C O-N5UL7AN75 4513 ROTTERDAM DR!VE INDIANAPOLIS, INDIANA 4228 may. JOHN OB�f�L1�5 `CONOUG LiINENC-;IN=EJR5j INC. 10 SOUTH NEW JERSEY STREET SURE 320 INDIANAPOLIS, INDIANA 416204 COVER COVER SHEET / DRAWING INDEX SPIOI ARCHITECTURAL 51TE PLAN I of 5 TITLE SHEET a AIOI FLOOR PLAN MEP201 j MIOO REFLECTED CEILING PLANS 2 of 5 EXISTING CONDITIONS SEGUENGEOFIOPERATIONS M201 R A201 BUILDING ELEVATIONS 3 of 5 51TE PLAN M601 HVAC, SCHEDULES I'- H M 0 w A301 BUILDING SECTION 4 of 5 ER05ION CONTROL # r A401 NALL SECTIONS 15 e)F F I_ANDSI:APF PI AN 0 I N � 51 GENERAL NOTES + TYPICAL DETAILS 52 FOUNDATION PLAN 55 ROOF FRAMING PLAN 54 SECTIONS + DETAILS MEP201 51TE UTILITY PLAN MIOO HVAC 5YMBOL5 4 GENERAL NOTES MIDI PLUMBING SPECIFIGATION5 SEGUENGEOFIOPERATIONS M201 HVAC, PLAN M202 HVAC. ROOF PLAN M501 HVAC, DETAILS M601 HVAC, SCHEDULES E101 LIGHTING FLOOR PLAN E201 POWER FLOOR PLAN E301 ELEGTRIGAL 5YMBOL5 4 DETAILS E401 ELECTRICAL SPECIFICATIONS P201 PLUMBING FLOOR PLAN P301 PLUMBING SYMBOLS AND DETAIL5 P401 PLUMBING SPECIFIGATION5 I I 7 I ■ > .o 0 Q � A 1; W J O Z O OL Z >ZLU I �. csi v J --1 _p J x� 6 I'- H M 0 tu z 0 I co C)w co CO rot� 1 CO Y C� CQO tu C:d o 1 V 0( 7- cG g � 0 LO• O Stamp: uCcoN Q$%STER�� 0�,�:• 2� No. 3863 STATE OF %•� �NDI ANP Co �. Issue: �T;�•rE SUBM I TTAL Date: 8-17-01 Project No.: KI6160 File No,: Iq60G0VR Sheet: C 0 \/ I I 7 I GENERAL NOTES CONSTRUCTION, PLANS FOR LjD w 11 D 11 j 1; MjL0 WHERE WATER LINES AND SANITARY SEWERS CROSS AND WATER LINES CANNOT BE PLACED ABOVE THE SEWER WITH A MINIMUM OF EIGHTEEN (18) INCHES VERTICAL CLEARANCE, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE CAST IRON WORKS, MECHANICAL JOINTS WITHIN TEN (10) FEET OF THE WATER LINE. ALL WATER LATERIALS AND SANITARY LATERALS TO THE BUILDING SHALL BE BACKFILLED IN ACCORDANCE WITH THE CITY OF CARMEL AND INDIANA CITIES WATER COMPANY. ALL PIPES OR DRAINAGE STRUCTURES IN TRENCHES UNDER PAVED SURFACES SHALL BE BACKFILLED WITH GRANULAR MATERIAL AND COMPACTED BY APPROVED METHODS. ALL PARKING SPACES ARE 20 FEET X 9 FEET. STANDARD SPECIFICATIONS OF THE CITY OF CARMEL SHALL APPLY FOR ALL WORK AND MATERIAL. REINFORCED CONCRETE PIPE SHALL BE CLASS III. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL STATE, CITY AND COUNTY PERMITS. CONTRACTOR SHALL CHECK WITH THE ENGINEER PRIOR TO THE START OF CONSTRUCTION TO VERIFY DATE OF PLANS. ALL SLOPING TRANSITIONS TO BE STARTED OR TERMINATED A MINIMUM OF TWO (2) FEET AWAY FROM WALKS - AND PAVEMENT. SEE ARCHITECTURAL FOUNDATION PLANS FOR ACTUAL BUILDING DIMENSIONS. SHEET INDEX SHEET # DESCRIPTION 1 TITLE SHEET 2 TOPO/EXISTING CONDITIONS 3 SITE PLAN/GRA.DING PLAN 4 EROSION CONTROL LAN 5 LANDSCAPE PLAN I ILI i Lqm :oil MmB 2 MmA OcA MmB2 SOILS MAP Prepared For: HORST' WINKLER 3900 E 96th. Street Indianapolis, Indiana 46260 Telephone: (317) 580-6800 Fax: (317) 580-6808 Prepared By: WEIHE ENGINEERS INC. 10505 North College Avenue Indianapolis, Indiana 46280 Telephone: (317) 846--6611 Fax: (317) 843-0546 , pqo a ey o ey soy , "DON'T DIG BLIND" v� 14 a Cd "mft Wwo FYaoy-7 w Is e rw a ZN.A 38285544 428-5200 W" ANN Cv Mft I Woia .�.. .j PER INDIANA STATE LAW IS -69-1991. IT IS MIR U AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE U TWO (2) WORKING DAYS BEFORE COMMENCING WORK. Wm z ,o a FILE: MOLEY.DWG 5 f5c"12,im %O o Uj vco L1J ;1 zV3 ULU � , pqo a ey o ey soy , "DON'T DIG BLIND" Cd "mft Wwo FYaoy-7 w Is e rw 38285544 428-5200 W" ANN Cv Mft I Woia PER INDIANA STATE LAW IS -69-1991. IT IS Q AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. FILE: MOLEY.DWG \%0%tiIn+r+ll/, w 144 8827 f 0.STATE OF 4 a'y SHEET N0. 2-41 - ��_Ow — ALLAN H. WE E --REG P.E. —IN 18827 of ()J COO 9�ncj �t • I� Briar Lane Estates, lection Two Plat Book 7, Page 1 Concrete Monument Found N 89•547"•W't69,85609.85' N 89.56'47" W 239.76' 5/8" Rebar w/Cap Set S 89'56'47" E 370.09 75 r= -__ __-------- 30' Drainage Easement F'lowline _ —_. �,� - _-..._. _ _—_--_..... -- _....._._.._._� per flat I • �`� Edge of Treeline•• - '.�.._.__.__�—_---'--�_ -_...... _......� . --. � 1._--- .. •..flowline........__�..�•- ... - ......___ �_�_�._.�.: ���.-���._.�_� � .�_��.._.—; LOT 1 �__.----•------.___.._--_____ NOT INCLUDED I I 132.3 LO I I iPart of Block A 4 a o N Instrument #95-65228 Carmel Self—Storage, L. L.C./ I� ±1.65 ACRES 95--65228 Ij CID to Instrument # ,�? ! EXISTING BUILDING w ~- I 3 z 17,181 SF O o Gross / I o tI w l N Indiana Basketball Acpdemy, LLC. mn / lnstru e t #9��--65228! � LOT 2 W NOT INCLUDE �'• 132.0' MkTEF? 0) ENCL SURE ;' I O yuro Jane Asphal I I Electric Line Easement I Wer & Utifity, Eosem4nt , ; �'CIS, / 'Fo'I-•.I, lnstr.#96--24145 Easement BK 1, Pg. 62�-_'- ' . �•% 1,.-r^ s�, I 5/6" Rebar w1cap Set 1 II a j k 5/8" Rebar w/Cap I 5/8 w Rebar /C -4 -71 -p Set Found 02 ( I 240. _J....... I LOT 3 C1 NOT INCLUDED ` AT PK Nail Fnd. Bauer ,Dr. West PK Nail Fnd. I 6Q 3 , .. PK Nail Fnd. r W U En � VU w �5 cc w LUo co a 0 1 W ° �v4 co .c 0 w 01- �Ew rwwr 0 w z �s 0 NNM0 M �a rn 0. C1 0 I -.5/8" Reba w/Cap �y Found � o R.A_ 14, � 5.1 A � No. 88217 X = U STATE OF DIA S9/J4NIA %ic'�'ci SHEET N0. e ALLAN H. WE/HE--REG P.E.-IN 18827 OF of fill 1Ix►NLIn Legend EF Manhole 1" 30' Telephone Box Eg Transformer 04 0 15 30 60 �t • I� Briar Lane Estates, lection Two Plat Book 7, Page 1 Concrete Monument Found N 89•547"•W't69,85609.85' N 89.56'47" W 239.76' 5/8" Rebar w/Cap Set S 89'56'47" E 370.09 75 r= -__ __-------- 30' Drainage Easement F'lowline _ —_. �,� - _-..._. _ _—_--_..... -- _....._._.._._� per flat I • �`� Edge of Treeline•• - '.�.._.__.__�—_---'--�_ -_...... _......� . --. � 1._--- .. •..flowline........__�..�•- ... - ......___ �_�_�._.�.: ���.-���._.�_� � .�_��.._.—; LOT 1 �__.----•------.___.._--_____ NOT INCLUDED I I 132.3 LO I I iPart of Block A 4 a o N Instrument #95-65228 Carmel Self—Storage, L. L.C./ I� ±1.65 ACRES 95--65228 Ij CID to Instrument # ,�? ! EXISTING BUILDING w ~- I 3 z 17,181 SF O o Gross / I o tI w l N Indiana Basketball Acpdemy, LLC. mn / lnstru e t #9��--65228! � LOT 2 W NOT INCLUDE �'• 132.0' MkTEF? 0) ENCL SURE ;' I O yuro Jane Asphal I I Electric Line Easement I Wer & Utifity, Eosem4nt , ; �'CIS, / 'Fo'I-•.I, lnstr.#96--24145 Easement BK 1, Pg. 62�-_'- ' . �•% 1,.-r^ s�, I 5/6" Rebar w1cap Set 1 II a j k 5/8" Rebar w/Cap I 5/8 w Rebar /C -4 -71 -p Set Found 02 ( I 240. _J....... I LOT 3 C1 NOT INCLUDED ` AT PK Nail Fnd. Bauer ,Dr. West PK Nail Fnd. I 6Q 3 , .. PK Nail Fnd. r W U En � VU w �5 cc w LUo co a 0 1 W ° �v4 co .c 0 w 01- �Ew rwwr 0 w z �s 0 NNM0 M �a rn 0. C1 0 I -.5/8" Reba w/Cap �y Found � o R.A_ 14, � 5.1 A � No. 88217 X = U STATE OF DIA S9/J4NIA %ic'�'ci SHEET N0. e ALLAN H. WE/HE--REG P.E.-IN 18827 OF of fill 1Ix►NLIn Legend EF Manhole Q Telephone Box Eg Transformer 04 Water Valve ®® Inlets �t • I� Briar Lane Estates, lection Two Plat Book 7, Page 1 Concrete Monument Found N 89•547"•W't69,85609.85' N 89.56'47" W 239.76' 5/8" Rebar w/Cap Set S 89'56'47" E 370.09 75 r= -__ __-------- 30' Drainage Easement F'lowline _ —_. �,� - _-..._. _ _—_--_..... -- _....._._.._._� per flat I • �`� Edge of Treeline•• - '.�.._.__.__�—_---'--�_ -_...... _......� . --. � 1._--- .. •..flowline........__�..�•- ... - ......___ �_�_�._.�.: ���.-���._.�_� � .�_��.._.—; LOT 1 �__.----•------.___.._--_____ NOT INCLUDED I I 132.3 LO I I iPart of Block A 4 a o N Instrument #95-65228 Carmel Self—Storage, L. L.C./ I� ±1.65 ACRES 95--65228 Ij CID to Instrument # ,�? ! EXISTING BUILDING w ~- I 3 z 17,181 SF O o Gross / I o tI w l N Indiana Basketball Acpdemy, LLC. mn / lnstru e t #9��--65228! � LOT 2 W NOT INCLUDE �'• 132.0' MkTEF? 0) ENCL SURE ;' I O yuro Jane Asphal I I Electric Line Easement I Wer & Utifity, Eosem4nt , ; �'CIS, / 'Fo'I-•.I, lnstr.#96--24145 Easement BK 1, Pg. 62�-_'- ' . �•% 1,.-r^ s�, I 5/6" Rebar w1cap Set 1 II a j k 5/8" Rebar w/Cap I 5/8 w Rebar /C -4 -71 -p Set Found 02 ( I 240. _J....... I LOT 3 C1 NOT INCLUDED ` AT PK Nail Fnd. Bauer ,Dr. West PK Nail Fnd. I 6Q 3 , .. PK Nail Fnd. r W U En � VU w �5 cc w LUo co a 0 1 W ° �v4 co .c 0 w 01- �Ew rwwr 0 w z �s 0 NNM0 M �a rn 0. C1 0 I -.5/8" Reba w/Cap �y Found � o R.A_ 14, � 5.1 A � No. 88217 X = U STATE OF DIA S9/J4NIA %ic'�'ci SHEET N0. e ALLAN H. WE/HE--REG P.E.-IN 18827 OF of fill 1Ix►NLIn 4 18' R.C.P. (NORTH ANCHOR 12" R.C.P. (50UTH BOLTS 0000aanao MEN E 18" x 18" X 3/8" (SOUTH) woo STAINLESS STEEL PLATE 1 Briar Lane Estates, Section Two i Plat Book 7, Page 1 l; I, (NORTH LINE, S. 1/20 S.W. 1/4. 8--17--4E) N 89056'47"'!W 48 EXISTING SIDEI BOX CONCRETE 18' R.C.P. (NORTH ANCHOR 12" R.C.P. (50UTH BOLTS 0000aanao 22" x 22" x 3/8' (NORTH). 18" x 18" X 3/8" (SOUTH) STAINLESS STEEL PLATE WITH 3.5" DIAMETER ORIFICE OPENING. INVERT OF NEENAH R-3405 OR EQUAL ORIFICE OPENING TO MATCH INVERT OF 12/18"" RCA. ORIFICE PLATE 02 STONE (NO SCALE) aooaonaoo 000a000pa 000aoonno 0000aanao a0000nnao naoa00000 oonoaaoao aanooanao OOODDaapD T����p X 8 ►AVEMt]TT' ELEV. NEENAH R-3405 OR EQUAL 12" MIN i. INDOT TYPE A r.-.PRECAST�NEi .e 02 STONE VAR. PIPE VAR. PIPE SIZE S IZE 18• MAX .• PAVED AREA INLET (NO SCALE) GROOVED ON OUTLET 8pLf5 END TONGUE END OND - INLET END G I N 1 APPROXHT g DIA. T (MIN) I A- C_ OM E- No R i R 2 WEIG E+2T a A B - SECTION A—A 4- - M I •1 t CONC. PIPE TOE ANCHOR 13ETHE(SAME OR TAS ON STANDARD e ON(` - - HE" REINFORCED CONCRETE PIPE ASTM DESIGNATION C-78 CLASS'A'CONCRETE Y LONGITUDINAL SECTION - - NOTE: METAL PIPE END CR TE CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED MAY BE USED WITH CONCRETE CONCRETE PIPE, A.S.T.M. DESIGNATION C-76 CLASS II ( AS SET OUT IN INDOT STANDARD SPECIFICATIONS) R? PIPE PROVIDING THE METHOD OF CONNECTION IS APPROVED REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE, 1< BE 55 TAAH��EAAENGIN��E��E�R PRIOR TO A.S.T.M. DESIGNATION C-78 CLASS II FOR THE SIZE OF CONNECTING PIPE. r&cr TTINMND4INAPOLIS) +- DU, REINFORCEMENT IN THE 'B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE 'C" PORTION. Y 8"l --I !Ilk~ R, THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES PLAN VIEW ARE FLUSH. THE JOINT SHALL BE COMPLETELY SUED WITH MORTAR. •, IN 3:1 OR 4:1 FILL SLOPE. CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH. PLEASING TRANSITION APPROXIMATELY 10'-0* IN LENGTH. 4:1 FI t6ENIC4 1 1/2"R. 1 1/2VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE.THE POSITION OF STEEL, AND THE SECTION Y—Y SPPEECIFIICCATIONS FORREINFORCED CONC ETE CULVERT, STORRMM WITH THE VDRAINN,, ASND SEWERPIK A.&T.0 DDED IN ESIGNA71ON C- PNCRETECUSECTKNI WHERE VITRIFIED CLAY CULVERT' OR CAST IRON CULVERT PIPE IS USED, A "PIPE END SECTION" COMPARABLE TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALT. BE AS APPROVED BY 7F1E ENGINEER. EXCEPT IN AREAS OF ACID OR MINE- WAM THEN THE USE OF META. ENO SECTION IS PROHIBITED. COMPUTED I RIP -RAP TO BE PLACED END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR 'PIPE ED SECTION' COMPLETE OF CULVERT ON SIDE SLOPE WHEN OF CU V R LENGTH D CALLED FOR ON PLANS SLOP E DETAIL THEREOF SHALL BE IN CTL.UDED INTF ANCHORS CO�MRACCT UNRBE Tt� E PER EACH FOR 'PIPE END SECTIONCONCRETE PIPE END S THE COST . PRECAST CONCRETE END SECTION DETAIL (NO SCALE) 1'-H.A.C. / i 1 SURFACE 2'-H.A.C. 08 BINDER 4'-/53 STONE 4"-/2 STONE COMPACTED SUBGRADE ASPHALT PAVING SECTION (NO SCALE) WOODEN ENCLOSURE ALL WOOD TO BE 411 KILN DRIED RED CEDAR 'RUSTIC GRADE' 2' X 4" RAILS 61 ,.�RAMP CONC. TO SLAB BASE 2„ 411 ELEVATION " ••�".•PIPE. d, LONG, LOCKING NUNK GATE, 6' IGH VfITH CONC. TOP OF PIPE LOCKING' LAIC dt AL 5UT3 WOVEN TO BE 4' ABOVE SLAB. ROUGH ENTIRE FMCE 2 REO'D. PAINT RED ~ 2" X 4" RAIL 10' CONC. SUB TOP dt BOTTOM 8 X 8 10/10 WWII T1' x e• FENCE 31 +'• 4" x4' POSTS , • +• • .' 10' 20' PLAN DUMPSTER PAD AND WOODEN ENCLOSURE WITH GATE (NO SCALE) f AT ER/SPABDCOME CONCREtCURID3 CRUSHED STONE BASE kl—COMPACTO AND WELL DRAINED SUBSOIL P'%ITr1%1 IMIII, r% n^kInTi%re"rre ^1 I111'•'1 (D SCALE4 • a OE 10Q z x� ... LLUO z NONE p.m 1" = 201 Z LU co 0 10 20 40 o W �m IN TONE U � LU zg Legend Q Manhole In Telephone Box ® Transformer Water Valve �1 ® Inlets Legal Description (Quoted from lnstrumentJ2001-8873); N N A N N O ' Block A2 In the •replat -of Block A in the Richard L. Noyes Two Leve! Luxury Townhouses, recorded as Instrument #200 - 5873 in the Office of the Hamilton County Recorder. E-4 c Ill fill,, q �p1ST�RF4'y�C`��i j Na. `� .o • 8827r c 41 �r 0, STATE 1F �,j��• Q �y'�i,S70NAl.E������� rp,►N1III11I�,Iy SHEET N0. r ALLAN H. WRHE-REG P.E. -IN , 8827+ • OF 10 1 Carmel Self --Storage, L.L.C. Instrument #95-65228 ( MEN : III i Briar 'Lane 'Estates, Section Two Plat Book 7 Page 1 t (NORTH LINE, S. 112, S.W. 1/4. 8-17- N 89*56 47 W RIP RAP REQ• -------------- . a . , ♦ a + , ♦ + a ' ♦ .444 a a / • a ♦ a / •:' ♦ . • . �. �F ` 1� •—u�—+-�aa'� 5fa a • • • ♦ ♦ • a • a • f♦ ♦ • ♦ a a ♦f a a ♦ a aa ♦ a �p ♦ a a • aa ♦/ a ~a 4a a♦♦a+♦♦♦a♦+aa♦a•+aa♦aa♦♦♦a aaa♦♦•a♦a•a♦a %44%&,4,%% a •,a ♦ • a • ♦ a ♦ .a `�, • • a + ♦ a a • a ♦ ♦ •♦ • ♦ ♦ a • ♦ a a a ♦//♦ ♦ a .•�� ♦ ♦ ♦ ♦ a 4 ♦ a a a a a -� •+ 21 SPA ----" ♦•♦a♦♦ ^`^-- r _ter ♦ a ♦ ♦ •,...� - + ..�,� // J.44 r • ..,i_..a.•-r—•sem.' • ♦ . ♦ i --a. OUM `PSTER PAD �/ • a . T •~`a =.•a-, ' t ' a +• WIWCIODE14CLOSUR ENE jam+ ♦ ' CQNC.• � - r•,i'� ��„' --�-► ""•__��—•—.-..�._��• �• + / r + / r ♦ N ,4♦ 1 14 PACS . • a:.: �� r ♦.. ... ♦ ♦, { ♦ • i a /. .444.4-4.4%.. . !• . • a ♦ a + a + v i Part of Block A : v 4 ♦ .1&4444 L. • a+. • ♦ • • • J . , a a . ~ :••'' Instrument' #95--65228 :`: 4 00 1.54 ACRES :'4 4 :: LCA . . 12' HIGH 11 4, 0 •'•• OVERHEAD ••♦••♦•••••• w DOOR iI PROPOSED i7♦O BUILDING / a ♦ . . . aO ''•'•'4'1 ° 7200 SF 41 O a ♦ ♦ . ♦_ V • . ,. FF=753.5 ,,,,,, ♦ ♦ s , . • . . ♦ '• ♦ . + • • ♦ • . + '. 00♦ a ♦ , a a ♦ ♦ Lo • ♦ J V I , • I t1i I, a M • s .•. • ♦ / a ♦ ♦ • 2' DEPRESSED •'♦ • • ♦ y . + . ♦ . ♦ .. . ♦ 1 CURB M �;�;• 4444 10 SPACES �..._`�. �• . 4 4 •• 4 4144 4, + ; O 2 i EXIS ♦• ♦ • j .. .. .4414 • ♦ . , 1444 ,•, , ♦ ♦ ♦ , + • • , ♦ ♦ ♦ .+ ♦ ♦ . ♦ ♦ . ,. ♦ ♦ , ♦ rr.. 1 e♦• •,•, 10 SPA ES •♦+ •'•'•' II■■• • I / 1 a ♦ • ♦ • I ♦ ♦ a +1.♦ \ \ � �-.•�.••-114 ♦ 1 ♦ 1 4 44 . ♦+ ♦♦+ ♦+ ♦` 1� La OA a • a1 ♦ 4 ♦ 1 F-4 11 4 4 4 4 `415 PACS .. .a.a • a. a• 0 •♦r• I II()I �,,•- III I PROPOSED N � • "I 1 Bauer, ---Dr. `West RICHARD L. HAYES TWO LEVEL TOWNHOUSES k I INSTRUMENT NUMBER 94-28376 i I NOTE: CLEAN DEBRIS FROM FLOWLINE OF EXISTING DITCH (ACROSS ENTIRE BLOCK "A" OF PROPOSED DEVELOPMENT TO SHORE DRIVE) LEGEND: - PERMANENT SEEDING W/MULCH woo -- -- SILT FENCE ® -- EROSION CONTROL BLANKET —••.— EXISTING FLOWLINE OF DITCH POST foINA. 8 yAEgN TEEL togg fjAGEE(MIF1)LLS�S5_ ppMRRESH k5vi OOF CWONCENTRAIED I FABR C—SEC�1R£ TO I �; g�POgS�TSYFlNTHp2 LATH I y, A'NO, MUD OWN- UPSLOPE S LOPE I I v SILT FENCE SECTION (NO SCALE) MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. Z IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY, 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE OR IS CAUSING FABRIC TO BULGE. 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. S. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRING DISTURBED AREA TO GRADE AND STABILIZE IT. FILE SILTFENO.DWG FRAME AND FILTER FABRIC SHOULD BE 6'�MIN� _EXTRA ALL AROUND FOR HAND FIOID. MAINTENANCE 1 INSPECT AFTER EACH STORM EVENT OF SILT ACCUMULATION. 2; REMOVE SEDIMENTATKON AND REPLACE FILTER FABRIC IF NEXESSARY AFTER EACH STORM EVENT OF SILT ACCUMULATION. 3) PERIODICALLY REMOVE SEDIMENT AND TRACKED -ON SOIL FROM THE STREET. INLET PROTECTION W. FABRIC (NO SCALE) FILE: SLTFABMWG STABILIZATION PRACTICE: JAN. FEB. MAR. APR. MAY ,NNE JULY AUG. SEPT.00T. NOV. DEC. PERMANENT A�--••///�////'...�.'�/.S SEEDING 1 " 20' IIS• . 0 10 ........ 20 40 STABILIZATION PRACTICE: JAN. FEB. MAR. APR. MAY ,NNE JULY AUG. SEPT.00T. NOV. DEC. PERMANENT A�--••///�////'...�.'�/.S SEEDING SEEDINGT B Iww O� TEMPORARY C D �—M-► O SEEDING r� •////I////•-9 F.•..,...., SODDING�•/////I/////.�...�� MULCHING G A = KENTUCKY BLUEGRASS 40 LBS/ACRE; CREEPING RED FESCUE 40 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE. B = KENTUCKY BLUEGRASS 60 LBS/ACRE; CREEPING RED FESCUE 60 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE,.OR ADD ANNUAL RYEGRASS 30 LBS/ACRE. C = SPRING OATS 3 BUSHEL/ACRL D = WHEAT OR RYE 2 BUSHEL/ACRE. E = ANNUAL RYEGRASS 40 LOS/ACRE. (I LB/1000 $0. FT.) F = SOD 0 = STRAW MULCH 2 TONS/ACRE. •/I/• IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER. •• IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYINO SOD. SEASONAL SOIL PROTECTION CHART FILE: CHART.DWG • I SEE PLANS • I SIDE RIP—RAP T12• (MIN) OUTLET EROSION CONTROL (NO SCALE) FILE: OUTERO.DWG mom J to 8 o$ ,T1 IT O � O � 1 0 6 Im 6 U 0 O U C4 *-4 O Q q G ops �9 �iyfif�y No. ®N 8827TE OF Q '0' 4.44 !koIANM,.••'���*.*� a 10NAL VCN�.�` SHEET NO. !��l�IIJIiIf1IF��,�, ALLAN H. WEINE—REG P.E. —IN 18827 OF -wood �( /I IIS• . .... ........ Gni •� O U C�+ U CCU L IN. fm Z�� cog Uj � 0 LLJV, SEEDINGT B Iww O� TEMPORARY C D �—M-► O SEEDING r� •////I////•-9 F.•..,...., SODDING�•/////I/////.�...�� MULCHING G A = KENTUCKY BLUEGRASS 40 LBS/ACRE; CREEPING RED FESCUE 40 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE. B = KENTUCKY BLUEGRASS 60 LBS/ACRE; CREEPING RED FESCUE 60 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE,.OR ADD ANNUAL RYEGRASS 30 LBS/ACRE. C = SPRING OATS 3 BUSHEL/ACRL D = WHEAT OR RYE 2 BUSHEL/ACRE. E = ANNUAL RYEGRASS 40 LOS/ACRE. (I LB/1000 $0. FT.) F = SOD 0 = STRAW MULCH 2 TONS/ACRE. •/I/• IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER. •• IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYINO SOD. SEASONAL SOIL PROTECTION CHART FILE: CHART.DWG • I SEE PLANS • I SIDE RIP—RAP T12• (MIN) OUTLET EROSION CONTROL (NO SCALE) FILE: OUTERO.DWG mom J to 8 o$ ,T1 IT O � O � 1 0 6 Im 6 U 0 O U C4 *-4 O Q q G ops �9 �iyfif�y No. ®N 8827TE OF Q '0' 4.44 !koIANM,.••'���*.*� a 10NAL VCN�.�` SHEET NO. !��l�IIJIiIf1IF��,�, ALLAN H. WEINE—REG P.E. —IN 18827 OF -wood �( /I Bauer. Dr. W o � cn L!WUJ N < I c ' n-22.10'- 00' �' I SSED do -;Dl j :URB $ WN c... I. ;- i I EX. IDuu SrfR fro BE I -JUS 1i O• III I Pal FS .j•, _ Electric Lit iso ��h s�T lnstr.#96— Ii� I N�' I i� i PLANTING SCHEDULE QUANTITY SYMBOL BOTANiCAL NAME COMMON NAME See Careen Juniper SIZE 18-24' REMARKS B<B 40 Jus Juniperus ehfnensfs 'Sea Green' 2 PIG Picea pungens 'Glauca' Blue Spruce 8-10' BSB 10 ThE Thuja occidentalis 'Emerald' Emerald Arborvitae b' BtB 2 LiT Liriodendron tulipifera Tulip Tres 2 1/2' B4B 3 FpA irraxinus penneylvanica 'Americana' Green Ash 21/2 B4B 5 Zes Zelkova serrata 'Green Wee' Careen Vasa Zelkova 21/28 BtB Euonymua fortunei 'Goloratua'/ pachysandra terminalis Purple Leaf Wintercreeper/ Japanses Pad-ysandra Bare Root Plant 12 oc 1. i i I i. „ = 20' .0 161 20 40. ii it {i 1 NOTE. STAKE & GUY TREES AS SHOWN IF SITE CONDITIONS DICTATE. PLACE SOIL BALL SLIGHTLY HIGHER THAN EXISTING GRADE. MOUND SOIL OVER BALL. EARTH SAUCER - FiNISH GRADE z1% SOIL BACKFILL (TAMPED) TO BE 757 TOP SOIL AND 257 - PEAT. DOUBLE STRAND 12GA. WiRE. TWISTED iN HOSE 6" FROM TOP OF STAKES. REMOVE BINDING 3" LAYER OF SHREDDED HARDWOOD MULCH EXISTING SUBSOIL OR COMPACTED BACKFILL TREE PLANTING DETA, lL (NO SCALE) a� 44u, p 0 A 42% REMOVE REMOVE BINDING 4Q ov EARTH SAUCER �''� 0 3" LAYER OR SHREDDED HARDWOOD BARK MULCH 0 0 • lk ., \-- SOIL BACKFILL TO BE 757 TOPSOIL & 25% PEATMOSS, TAMPED TO PREVENT SETTLEMENT EXIS77NG SUBSOIL OR COMPACTED BACKFILL SHRUB PLANTING DETAIL (NO SCALE) GENERAL NOTES 1. In case of discrepancies between the plan and the plant list, the plan shall dictate. If in question, contact the Landscape Designer. 2. All shrubs planting areas to be covered with 3 thick layer of shredded hardwood bark mulch. All ground cover beds shall be •covered with 1" shredded hardwood bark mulch. Bark mulch shall be approved . by Landscape Designer and shall be uniform in texture and color and shall be obtained from sawmill or lumbering operations. No utility mulch or processed tree trimmings will be allowed. 3. An approved pre—emergent herbicide shall be applied . in all planting and ground cover beds at rates specified by manufacturer for each variety of plant. 5. No substitutions of plant material will be allowed. if plants are shown to be unavailable, the contractor shall notify Landscape Designer prior to bid date in writing. All plants shall be inspected and tagged with project identification at nursery or contractors operation prior to moving to job site. Plants may also be inspected and approved or rejected on the job site. 6. All plants are to meet or exceed American Standards for Nursery Stock, 1986 edition, as set forth by American Association of Nurserymen. 8. All new landscape plantings. shall be guaranteed for a period of one year following final inspection by Landscape Designer. At the end of this period, plant material termed dead or unsatisfactory by Landscape Designer shall be replaced at no additional charge by the landscape contractor. 16. All lawn area within base project site to receive 4-6" approved topsoil prior to sodding or seeding operations. 18. Provide minimum 4" planting soil in all ground cover and flower areas with mixture comprising of one part composted manure, 5 parts topsoil and 4 parts peat moss. A full 4" layer of approved shredded fibrous peat moss may be used in lieu of planting mix. 3" LAYER OF MULCH 3" LAYER OF MULCH/SURFACE PRE-•EMERGANCE FINISH(SEE PLAN) HERBICIDE 0 °o° d� o°� 8 • • O PREPARED PLANTING BED `I REMOVE NON—BIODEGRADABLE ROOT CONTAINERS `\��tt►t��r PLAN �•�` N HILI ;P `�.�'' '. SUBGRADE Q�G°'' SECTION No. 8-82 - .F . Q''• SPATE OF GROUNDCOVER PLANTING '-,,��s ' �Na�nctP.. r�p/QNiALtN (NO SCALE) h ALLAN H. NEW REG P.E. --IN 18827 r". rrnR[-q V a o M a �5 W, W Z!s a Z k:S ,o §801 W �j �+ o LU Wm� P W C �--� ur, d e 1. i i I i. „ = 20' .0 161 20 40. ii it {i 1 NOTE. STAKE & GUY TREES AS SHOWN IF SITE CONDITIONS DICTATE. PLACE SOIL BALL SLIGHTLY HIGHER THAN EXISTING GRADE. MOUND SOIL OVER BALL. EARTH SAUCER - FiNISH GRADE z1% SOIL BACKFILL (TAMPED) TO BE 757 TOP SOIL AND 257 - PEAT. DOUBLE STRAND 12GA. WiRE. TWISTED iN HOSE 6" FROM TOP OF STAKES. REMOVE BINDING 3" LAYER OF SHREDDED HARDWOOD MULCH EXISTING SUBSOIL OR COMPACTED BACKFILL TREE PLANTING DETA, lL (NO SCALE) a� 44u, p 0 A 42% REMOVE REMOVE BINDING 4Q ov EARTH SAUCER �''� 0 3" LAYER OR SHREDDED HARDWOOD BARK MULCH 0 0 • lk ., \-- SOIL BACKFILL TO BE 757 TOPSOIL & 25% PEATMOSS, TAMPED TO PREVENT SETTLEMENT EXIS77NG SUBSOIL OR COMPACTED BACKFILL SHRUB PLANTING DETAIL (NO SCALE) GENERAL NOTES 1. In case of discrepancies between the plan and the plant list, the plan shall dictate. If in question, contact the Landscape Designer. 2. All shrubs planting areas to be covered with 3 thick layer of shredded hardwood bark mulch. All ground cover beds shall be •covered with 1" shredded hardwood bark mulch. Bark mulch shall be approved . by Landscape Designer and shall be uniform in texture and color and shall be obtained from sawmill or lumbering operations. No utility mulch or processed tree trimmings will be allowed. 3. An approved pre—emergent herbicide shall be applied . in all planting and ground cover beds at rates specified by manufacturer for each variety of plant. 5. No substitutions of plant material will be allowed. if plants are shown to be unavailable, the contractor shall notify Landscape Designer prior to bid date in writing. All plants shall be inspected and tagged with project identification at nursery or contractors operation prior to moving to job site. Plants may also be inspected and approved or rejected on the job site. 6. All plants are to meet or exceed American Standards for Nursery Stock, 1986 edition, as set forth by American Association of Nurserymen. 8. All new landscape plantings. shall be guaranteed for a period of one year following final inspection by Landscape Designer. At the end of this period, plant material termed dead or unsatisfactory by Landscape Designer shall be replaced at no additional charge by the landscape contractor. 16. All lawn area within base project site to receive 4-6" approved topsoil prior to sodding or seeding operations. 18. Provide minimum 4" planting soil in all ground cover and flower areas with mixture comprising of one part composted manure, 5 parts topsoil and 4 parts peat moss. A full 4" layer of approved shredded fibrous peat moss may be used in lieu of planting mix. 3" LAYER OF MULCH 3" LAYER OF MULCH/SURFACE PRE-•EMERGANCE FINISH(SEE PLAN) HERBICIDE 0 °o° d� o°� 8 • • O PREPARED PLANTING BED `I REMOVE NON—BIODEGRADABLE ROOT CONTAINERS `\��tt►t��r PLAN �•�` N HILI ;P `�.�'' '. SUBGRADE Q�G°'' SECTION No. 8-82 - .F . Q''• SPATE OF GROUNDCOVER PLANTING '-,,��s ' �Na�nctP.. r�p/QNiALtN (NO SCALE) h ALLAN H. NEW REG P.E. --IN 18827 r". rrnR[-q V a o M a �5 W, W Z!s a Z k:S ,o §801 W �j �+ o LU Wm� P W III ROOM FINISH SCHEDULE / COLOR SCHEDULE NO ROOM NAME FLOOR WALL BASE YqA SOUTH 5 EAST WEST BKHEADS COLUMNS CEILING REMARK5 No MATL FINISH ,NORTH MATL FIN15H MATL FINISH MATL FIN15H MATL FINISH FINISH HEIGHT 100 SPRINKLER RISER ROOM CONCRETE SEALED NONE MASONRY NONE MASONRY NONE MASONRY NONE MASONRY NONE - PAINT3 VARIES 4.4 4 100 101 RESTROOM CONCRETE VGTI CVBI MASONRY PAINTI MA50NRY PAINTI MASONRY PAINTI MASONRY PAINTI - PAINT2 8'-0" E-4 0 a� 101 102 LOCKER ROOM CONCRETE VGTI GVBI MASONRY PAINTI MASONRY PAINTI MA50NRY PAINTI MA50NRY PAINTI - PAINT2 8'-O" -N 1--r O 102 103 CLEANUP SHOP GONGRET9OWB�R) ? MASONRY PAINTI MASONRY PAINTI MASONRY PAINTI MASONRY PAINTI - PAINT3 VARIES SEE. GENERAL NOTE #4 102 INTERIOR FIN15H NOTES: I. FINISH MATERIALS: VGTI: VINYL COMPOSITION TILE, 12"xI2" GVBI: GOVED VINYL (OR RUBBER) BASE, 6" HIGH PAINTI: SEMI --61-055 ACRYLIC., ENAMEL PAINT2: SEMIGLOSS LATEX, PAINTS: "DRY -FALL" LATEX 2, PROVIDE TRANSITION STRIPS HHERE DIFFERENT FLOOR FINISHE5 MEET. 3. COLORS TO BE SELECTED FROM MAUNFAGTURER'S FULL AVAILABLE RANGE. 4. INTERIOR STEEL DOORS AND FRAMES TO BE PAINTED WITH SEMIGLOSS ACRYLIC ENAMEL. EXP05ED STRUCTURE EXP05ED STRUCTURE (PARTIAL) REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" EXTERIOR FINISH NOTES: A FINISH MATERIALS: o ' LU MASONRY: ELASTOMERIC COATING y STEEL: HATERBASE EPDXY ALUMINUM: PREFINI5HED 2, MATCH JOINT SEALANT COLOR TO ELA5TOMERIC COATING. 3. METAL GUTTER, DOWN51POUT5 AND COPING TO BE PREFINI5HED. CAST IRON TRENCH DRAIN 6„ GRATE AND FRAME - (MIN.) NEENAH R-4ggO SERIES OR APPROVED EQUAL GENERAL NOTES: I. ALL DIMEN51ON5 ARE TO FACE OF MASONRY UNLESS NOTED OTHERWI5E. 2. REFER TO 5TRUCTURAL DRAWINGS FOR FLOOR SLAB CONTROL AND ISOLATION JOINT LOCATIONS AND DETAILS. 3. ARCHITECTURAL DRAWINGS REFERENCE FIN15H SLAB ELEVATION AS +100'-0". REFER TO CIVIL DRAHINGS FOR FINISH SLAB ELEVATION WITH RESPECT TO 51TE E5TABLI5HED BENCHMARKS. 4. PREP FLOOR SLAB TO RECEIVE HIGH-PERFORMANCE COATING HHICH HILL BE INSTALLED BY OWNER. COORDINATE EXACT SLAB PREPARATION REQUIREMENTS WITH OWNER. 5. ALL MA50NRY HALLS TO BE RUNNING BOND. REFER TO BUILDING ELEVATIONS FOR LOCATIONS OF EXTERIOR CONTROL JOINTS. 6. LOCKERS TO BE PROVIDED AND INSTALLED BY OWNER. 1. CA5EHORK, COUNTERTOP AND SINK TO BE PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. 8. WASHER AND DRYER TO BE PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. q. 'FE' INDICATES WALL -MOUNTED FIRE EXTINGUISHER. INSTALL MOUNTING BRACKET 54' A.F•F. 10. THESE HALLS TO BE 8'-O" HIGH AND TO HAVE BULLN05ED CORNERS. GAP WALLS WITH SOLID TOP BLOCK. 11. REFRIGERATOR TO BE PROVIDED AND INSTALLED BY OWNER. CONFIRM REQUIRED OPENING WIDTH FOR REFRIGERATOR HITH OWNER PRIOR TO INSTALLING CA5EHORK. 11, PROVIDE AND INSTALL PRECAST CONCRETE SPLASH BLOCK AT DOHNSPOUT LOCATIONS. - I -" NORTH GS 4 o agar Q i.. 4 , 0 _ 4 .4 4 O � � O Z 6' REINFORCED CONCRETE a FLOOR SLAB - REFER TO Q w� 5TTZU6TURAL DRAHINGS 0 .°a �Qcaz to Q rz NOTE: SEAL OR GOAT SIDES AND BOTTOM OF a TRENCH TO PREVENT r- e� LIQUID ABSORPTION 4.4 4 NOTE: SLOPE BOTTOM OF 4 TRENCH DRAIN AT 1/8"/FOOT MINIMUM TO EAST END a� W (MINIMUM DEPTH 60) U C. CONTINUE FLOOR SLAB w REINFORGING AROUND E-4 0 a� �C TRENCH DRAIN TRENCH DRAIN DETAIL O AIOI 5GALE: 1 1/2" = 1'-0" caw s GENERAL NOTES: I. ALL DIMEN51ON5 ARE TO FACE OF MASONRY UNLESS NOTED OTHERWI5E. 2. REFER TO 5TRUCTURAL DRAWINGS FOR FLOOR SLAB CONTROL AND ISOLATION JOINT LOCATIONS AND DETAILS. 3. ARCHITECTURAL DRAWINGS REFERENCE FIN15H SLAB ELEVATION AS +100'-0". REFER TO CIVIL DRAHINGS FOR FINISH SLAB ELEVATION WITH RESPECT TO 51TE E5TABLI5HED BENCHMARKS. 4. PREP FLOOR SLAB TO RECEIVE HIGH-PERFORMANCE COATING HHICH HILL BE INSTALLED BY OWNER. COORDINATE EXACT SLAB PREPARATION REQUIREMENTS WITH OWNER. 5. ALL MA50NRY HALLS TO BE RUNNING BOND. REFER TO BUILDING ELEVATIONS FOR LOCATIONS OF EXTERIOR CONTROL JOINTS. 6. LOCKERS TO BE PROVIDED AND INSTALLED BY OWNER. 1. CA5EHORK, COUNTERTOP AND SINK TO BE PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. 8. WASHER AND DRYER TO BE PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. q. 'FE' INDICATES WALL -MOUNTED FIRE EXTINGUISHER. INSTALL MOUNTING BRACKET 54' A.F•F. 10. THESE HALLS TO BE 8'-O" HIGH AND TO HAVE BULLN05ED CORNERS. GAP WALLS WITH SOLID TOP BLOCK. 11. REFRIGERATOR TO BE PROVIDED AND INSTALLED BY OWNER. CONFIRM REQUIRED OPENING WIDTH FOR REFRIGERATOR HITH OWNER PRIOR TO INSTALLING CA5EHORK. 11, PROVIDE AND INSTALL PRECAST CONCRETE SPLASH BLOCK AT DOHNSPOUT LOCATIONS. - I -" NORTH GS v & •rU a> 1.4 .CO's• A U q 0 O � � O Z S < R-) �z Q LU Q w� 4< 0 .°a �Qcaz to Q rz 0 f CQ r- e� C0 a� W 7 U C. w E-4 0 a� �C 0 ~� O oto � caw s H� z s, a A -N 1--r O z Stamp: iiC ipcl, No. 3863 $ STATE OF JIlJJI ll Issue: STATE SUBMITTAL Date: 8--11-01 Project No.: <lq O File No.: Ig60A101.DING Sheet: A101 IL � RV . O Q� O HEAVY-DUTY PREFINISHED ALUMINUM ENTRANCE DOOR AND FRAME ---J 71 HEAVY-DUTY PREFIN15HED ALUMINUM ENTRANCE DOOR AND FRAME "KNOX BOX" KEY SAFE - CONFIRM LOGATION KITH LOCAL FIRE DEPARTMENT PREFIN15HED METAL COPING SPLIT FACE CONCRETE BLOCK (PAINTED) PREFIN15HED ALUMINUM WINDOW ASSEMBLIES WITH TEMPERED GLAZING EAST ELEVATION A20 SCALE: I/8" = 1'-0" PREFIN15HED METAL GOPI NG CONTROL JOINT (TYPICAL) [I] SPLIT FACE CONCRETE BLOCK (PAINTED) I6'xl4' PREFINISHED METAL CONGRETE-FILLED STEEL OVERHEAD DOOR (INSULATED) PIPE BOLLARDS WITH V15ION STRIP VEST ELEVATION 01 SCALE: I/8- = 11-011 A50N Y 5TANDARD CONCRETE (PAINTED) yl R0. V+110'-0" WTTOM V.+[03'ON R•0. FLOOR LINE PRECAST 4 SPLASH BI DOI^WSPOI„ �..�, .....�. , 1-1 .r r L — nn==l\IIGL1t=n Al I IAAIAII IAA r EXTERIOR GLAZING IN ENTRY DOORS AND FIXED WINDON5 TO BE "VERSALUX BLUE" BY VISTEON FLOAT GLASS OPERATIONS (FORMERLY FORD GLA55) W'T +-Y STANDARD GONGRETE (PAINTED) FLOOR LINE +100' -O - NORTH ELEVATION A201 5GALE: 1/8- = r -O" WINDOW ASSEMBLIES OVERHEAD DOORS (INSULATED) PIPE BOLLAR05 WITH TEMPERED GLAZING WITH V15ION STRIP SOUTH ELEVATION A201 SCALE: 1/8" = I'-0- lu u � T r� �p ��� � C How I PREFINISHED METAL COPING PREFINISHED METAL GUTTER AND DON45POUTS CEPOM � MEMBRANE ISO F OOWMSPOUT5 NOT SHOW TION ON METAL DECK -- T F00 CO MA�t�Y NOTEo SLOPE ROOF 1/4" PER FOOT (MINIMUM) sEARft�G I I I 1 Ilrb I fit•+22-0 2 I I A40I I I I I _- .. ROOF JOISTS 12' SPLIT -FACE BLOGK I j I I0 �x4 Co i CONFIRM TRACK RADIUS I AND HORIZONTAL RUN EXTENTS I WITH DOOR SUPPLIER I I I I I 12 51100TH -FACE MA50WY 12 MASONRY BOND BEAM BAND, 2'-0" HIGH, W1TH �oNd ,,�. I ib" STIP.. BEAM LINTEL. " I � OPPOSITE +II -4 AT DOOR OPENIN6 W/ 2-15 BARS I A4ol HAND CONTINUOUS BOND BEAM 71— SEE STRUCTURAL DRA HIN65 SEE STRUCTURAL PRANN65 8' 5TEEL BEAM LINTEL I AT WINDOW OPENING 5) STRUCTURAL DRAWIN65 PREFINISHED STEEL PREFINISHED ALUMINUM m I10 z I � I UPWARD ACTING SECTIONAL 570Ri=FRONT FRAMING I (o�J DOOR I EQUAL TO K, 451T a� WITH INSULATED GORE WITH Is 11NTED INSI�.A71N6 I Q TRACK AND ASSEMBLY TEED 6LAZING I I I I IDIcn a b" CONCRETE FLOOR SLAB WITH FI 2 LAYERS OF REINFORCING JJ EL. +001--08� — — 2" R161D I I I PERIMETER INSULATION POURED GONGRETE FOOTING I I I I I I 60'-O"LO BU I Ltd I NG SECTION A301 5GALE: I/4" = I' -O" a 'b A °> x vi d O CY, a � � � � �— ti0 LU Q � � vi S O I cp cn ri M T y� rn M c0 0 a H � a A 0 Stamp: �rrrrrrttC iraj�i�`i Q� ISTE,p„ Oy. No. G 3863 * _ STATE OF n„r Issue: STATE SUESM I TTAL Date: 8--1-7-0I Project No.: KI160 File No.: Ig60A501 A 301.DWG Sheet: lu u � T r� �p ��� � C How I PREFINISHED METAL COPING PREFINISHED METAL GUTTER AND DON45POUTS CEPOM � MEMBRANE ISO F OOWMSPOUT5 NOT SHOW TION ON METAL DECK -- T F00 CO MA�t�Y NOTEo SLOPE ROOF 1/4" PER FOOT (MINIMUM) sEARft�G I I I 1 Ilrb I fit•+22-0 2 I I A40I I I I I _- .. ROOF JOISTS 12' SPLIT -FACE BLOGK I j I I0 �x4 Co i CONFIRM TRACK RADIUS I AND HORIZONTAL RUN EXTENTS I WITH DOOR SUPPLIER I I I I I 12 51100TH -FACE MA50WY 12 MASONRY BOND BEAM BAND, 2'-0" HIGH, W1TH �oNd ,,�. I ib" STIP.. BEAM LINTEL. " I � OPPOSITE +II -4 AT DOOR OPENIN6 W/ 2-15 BARS I A4ol HAND CONTINUOUS BOND BEAM 71— SEE STRUCTURAL DRA HIN65 SEE STRUCTURAL PRANN65 8' 5TEEL BEAM LINTEL I AT WINDOW OPENING 5) STRUCTURAL DRAWIN65 PREFINISHED STEEL PREFINISHED ALUMINUM m I10 z I � I UPWARD ACTING SECTIONAL 570Ri=FRONT FRAMING I (o�J DOOR I EQUAL TO K, 451T a� WITH INSULATED GORE WITH Is 11NTED INSI�.A71N6 I Q TRACK AND ASSEMBLY TEED 6LAZING I I I I IDIcn a b" CONCRETE FLOOR SLAB WITH FI 2 LAYERS OF REINFORCING JJ EL. +001--08� — — 2" R161D I I I PERIMETER INSULATION POURED GONGRETE FOOTING I I I I I I 60'-O"LO BU I Ltd I NG SECTION A301 5GALE: I/4" = I' -O" a 'b A °> x vi d O CY, a � � � � �— ti0 LU Q � � vi S O I cp cn ri M T y� rn M c0 0 a H � a A 0 Stamp: �rrrrrrttC iraj�i�`i Q� ISTE,p„ Oy. No. G 3863 * _ STATE OF n„r Issue: STATE SUESM I TTAL Date: 8--1-7-0I Project No.: KI160 File No.: Ig60A501 A ii T r6 PREFINISHED METAL COPING TREATED 2x8 MOOD BLOCKING PREFINISHED METAL COPING SINGLE -PLY EPOM MEMBRANE TREATED 7x12 HOOD BLOCKING ROOFING ADHERED SYSTEM .--- -- I= SINGLE -PLY EPDM MEMBRANE OVER 3' POLYISOGYANURAI �-- — ROOTING ADHERED SYSTEM pppp QQ INSULATION ( I OVER 3" POLYISOGT YANURAE MASONRY NOTE: SLOPE ROOF I/4" PER FOOT (MINIMUM) MAT50t�RY I I INSULATION BEA RZIIgg _ NARIE5)* I +23 4I • • 2 I METAL ROOF DECK AND I I A451 STEEL JOISTS - REFER TO rE3STRUCTURAL DRAWINGS A451 BOND BEAME 12' SMOOTH -FACE BLOCK +22'-O I METAL ROOF K 12' MASONRY BOND BEAM STEEL JOISTS - I STRUCTURAL DRANI \ 8" SMOOTH -FACE BLOCK 12" MASONRY BOND BEAM 12" SPLIT FACE MASONRY WITH HORIZONTAL JOINT REINFORCING AT 16" D.G. - REFER TO 5TRCTIRAL DRAWINGS FOR ADDITIONAL REINFORCING IN GORES 16' STEEL BEAM LINTEL --- AT DOOR OPENING SEE STRUCTURAL DRAWINGS PREFINISHED METAL GUTTER AND DOWNSPOUTS (DOWNSPOUTS NOT SHOW BAN +22'-0*I I I I A451 PREFINISHED STEEL v UPWARD ACTING SECTIONAL Lu BONA BEAM OVERHEAD) DOOR !(^liC.ORE ° w +II 4 AND 51 HIGH -LIFT TRACK A55EMBLY a �-3I?I � � N o A501 16' STEEL BEAM LINTEL — AT DOOR OPENING SEE STRUCTURAL DRAWINGS J-3 A501 PREFIN15HED STEEL UPWARD ACTING SECTIONAL (OVERHEAD) DOOR 4 WITH INSULATED GORE AND 3" HIGH -LIFT - TRACK ASSEMBLY m m o � lm CONCRETE FLOOR SLAB EL�1-011 J� Q — ' ' _.w 4 q •4. a .O _ ar— � q� —7 V � � � q.. A O" �•^ q q q S :.• ' � I'-1011 • a c 72mRC710 PERIMETER INSULATION NOTE= GROUT BLOCK FULL BELOW GRADE POURED CONCRETE FOOTING TO STRUCTURAL DRANINdS FOR ADDITIONAL o a a. a v • a IN ON a 4 3 AAL.L SECTION A401 5GALE: 3/4" = I'-0" CONCRETE FLOOR SLAB Q d All . q a' a v d q d 2' RIGID PERIMETER INSULATION NOTE: GROUT BLOCK FULL BELOW GRADE POURED CONCRETE FooTiNG =IN OSTRUCTURAL FOR ADDITIONAL a INFORMAITION ..4 94ALE. LL SECTION 3/4' = I'_O" 5 A451 51NGLE-PLY EPDM MEMBRANE ROOFING ADHERED SYSTEM OVER 3' POLYISOGYANURATE INSULATION METAL ROOF DECK AND STEEL J015T5 - REFER TO STRUCTURAL DRAWINGS 12' MASONRY BOND BEAM 12' SPLIT FACE MASONRY WITH HORIZONTAL JOINT REINFORCING AT 16' O.G. - REFER TO STRUGTIRAL DRAWINGS FOR ADDITIONAL REINFORCING IN CORES 12" MASONRY BOND BEAM PV 2-" BARS SEE STRUCTURAL DRAWIN66 8' STEEL BEAM LINTEL AT WINDOW OPENING SEE STRUCTURAL DRAWINGS PRC-FIN15HED ALUMINUM STOREFRONT FRAMING EQUAL TO KAWNEER 45iT WITH I' TINTED INSULATING T84'ERW GLAZING I 12' 50LID TOP BLOCK AT SILL 6 I A451 l �+ I/2' PREFORMED JOINT FILLER STRIP 6" CONCRETE FLOOR SLAB WITH 2 LAYERS OF REINFORCING .- REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION I' -lo" _I ' 1—I (ISI I I I I I I( —I I 2''RICGID PERIMETER INSULATION HLaGK FULL.. -i �—III—Al BELOW ORADE ; IIPOURED GONGRETIE FOOTING q - REFM TO STRUCTURAL 4 . DRAWINGS FOR ADDITIONAL N INFORMATIO WALL SECTION A401 SCALE: 3/4" = 1'-0" 4. �R g EEL (VARIES)- TREATED 2x12 WOOD BLOCKING SINGLE -PLY EPDM MEMBRANE ROOFING ADHERED SYSTEM OVER 3" POLYISOGYANURATE METAL ROOF DECK AND STEEL JOISTS — REFER TO STRUCTURAL DRAW065 12" SMOOTH -FACE BLOCK 12' MA50NRY BOND BEAM 12' SPLIT FACE MASONRY WITH HORIZONTAL JOINT REINFORCING AT I6" O.C. - REFER TO STRUGTIRAL DRAWIN65 FOR ADDITIONAL REINFORCING IN GORES 12" SMOOTH -PAGE BLOCK 12" MASONRY BOND BEAM IAV 2-#5 BARS pp_ p SEE 5 FIZTURAL DRAWING5 LL 0 BONd REAM 12" SMOOTH -FACE BLOCK 3/4' PLYWWOD (PAINTED) a 12' MA50NRY 2x10 RAFTERS o IW O.G. g _7T (CONTINUOUS) BOND BEAM II 5/8' M015TURE-RESISTANT GYPSUM BOARD FINISH EDGE 1/4' AWAY FROM MASONRY WITH EDGE MOLD PROVIDE SEALANT IN JOINT JOIST HANGERS (GALVANIZED) TREATED 2x8 CLEAT ANCHORED TO WALL 02'-8' O.G. WITH HOOKED OR HEADED BOLTS SET IN GROUT -FILLED GORES 12" SPLIT FACE MASONRY INS WITH HORIZONTAL JOINT REINFORCING AT 16" O.G. - REFER TO STRUGTIRAL DRAWINGS FOR ADDITIONAL REINFORCING IN CORES 8' SMOOTH -FACE MA50NRY WITH HORIZONTAL JOINT REINFORCING AT 16" O.G. 1/2' PREFORMED JOINT FILLER STRIP 6' CONCRETE FLOOR SLAB WITH 2 LAYERS OF REINFORCING REFER TO 57RWTURAL DRAWIN66 FOR ADDITIONAL INFORMATION I 2' RIGID PERIMETER INSULATION NOTE: GROUT BLOCK FULL BELOW GRADE POURED CONCRETE FOOTING - REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION AALL SECTION A402 SCALE: 3/4' = I' -D" 2x10 HEADER ANCHOR 2x8'5 TO BOND BEAM WITH METAL ANCHORS SET IN GROUT 8" MASONRY BOND BEAM WITH 2 - #4 BARS 12' MASONRY BOND BEAM W/ 245 BARS (AT DOOR OPENINGS) CONCRETE FLOOR SLAB ' . 2" RIGID PERIMETER INSULATION NOTE: GROUT BLOCK FULL BELOW GRADE POURED CONCRETE FOOTING - REFER TO STRUCTURAL • DRAWINGS FOR ADDITIONAL INFORMATION )NALL SECTION A402 SCALE: 3/4' = I' -D' SINGLE—PLY EPDM MEMBRANE ROOFING ADHERED SYSTEM OVER 3' POLYISOCYANURATE METAL ROOF DECK AND STEEL JOISTS — REFER TO STRUCTURAL DRAWINGS 12" SMOOTH—FACE BLOCK 12" MASONRY BOND BEAM 12" SPLIT FACE MASONRY WITH HORIZONTAL JOINT REINFORCING AT 16' O.G. — REFER TO STRUCTIRAL DRAWIN65 FOR ADDITIONAL REINFORGING IN GORES ,12' MASONRY BOND BEAM (CONTINUOUS) SEE STRUCTURAL DRAWINGS, 8' STEEL BEAM LINTEL AT WINDOW OPENING SIE STRUCTURAL DRAWINGS PREFINISHED ALUMINUM STOREFRONT FRAMING EQUAL TO KANiNEER. 451T WITH Is TINTED INSULATING TEMPERED 6LAZIN6 12' SOLID TOP BLOCK AT SILL V2' PREFORMED JOINT FILLER STRIP 6' CONCRETE FLOOR SLAB WITH 2 LAYERS OF REINFORCING - REFER TO STRUCTURAL. DRAWINGS FOR ADDITIONAL INFORMATION ' d 4 a •. o d'' 1'-10' 2" RI61D PERIMETER INSULATION NOTE: GROUT BLOCK FULL BELOW 6RADE POURED CONCRETE FOOTING — REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION HALL SECTION A402 SCALE: 3/4' = I'—O" ' y MASONRY +24'-0" 8' 5MOOTH-FACE BLOCK (NOTCH AT JOISTS) 12" MASONRY BOND BEAM (SMOOTH -FACE) K/ 245 BARS 3 DETAIL A451 SCALE: 1 1/2' = 1'-0' PREFINISHED METAL COPING TREATED 2x8 WOOD BLOCKING EXTEND ROOFING MEMBRANE UP AND OVER WALL SINGLE -PLY EPOM MEMBRANE ROOFING ADHERED SYSTEM OVER 3" POLYISOCYAhURATE INSULATION METAL ROOF DECK AND S�EEL JOISTS - REFER TO 1MULTURAL DRAWINGS CONTI 5TL3=L ANGZREFM TO STRUCTURALSSTEEL BEARI JOIST LOCATIONS - REFER TO STRUCTURAL DRAWINGS 12" SMOOTH -FACE BLOCK (2 COURSES) 12" SPLIT -FACE MASONRY WITH HORIZONTAL JOINT REINFORCING AT 16' O.G. - REFER TO STRUGTIRAL DRAWINGS FOR ADDITIONAL REINFORCING IN GORES 6 DETAIL A451 SCALE: 11/2" = I' -O" PREFINISHED ALUMINUM STOREFRONT FRAMING EQUAL TO KAVA 451T WITH 1" TINTED INSULATING TEMPERED GLAZING FREFIN15HED METAL 511. FLASHING 13Y STOREFRONT MANUFACTURER (FINISH TO MATCH STOREFRONT) 12" SPLIT -FADE SOLID TOP MASONRY AT SILL 12' SPLIT -FACE MASONRY KITH HORIZONTAL JOINT REINFORCING AT 16" O.G. - REFER TO STRUGTIRAL DRAWINGS FOR ADDITIONAL REINFORCING IN CORl:5 NM: COORDINATE STOREFRONT ANCHORA -E REQUIREMENTS AND SPACING KITH STOREFRONT MANUFACTURER 2 DETAIL A451 SCALE: 1 1/2"' = 1'-0" 5 DETA I L A451 �51,-AL�el2" = P -O" 12" SPLIT -FACE MASONRY WITH HORIZONTAL JOINT REINFORCING AT L6' O.C. - REFER TO 5TRUCTIRAL DRAWINGS FOR QUANTITY AND LOCATIONS OF STEEL. REINFORCING IN GORES SEALANT BOTH SIDES TYPICAL AT PERIMETER OF STOREFRONT FRAME PREFINISHED ALLHINUM STOREFRONT FRAMING EQUAL TO KAWNEER 451T KITH In TINTED INSULATING TEMPERED GLAZING NOTE: COORDINATE STOREFRONT ANCHORAGE REQUIREMENTS AND SPACING WITH STOREFRONT MANUFACTURER METAL FLASHING NOTE: PROVIDE H OPENINGS o 32" 0 J0. DETAIL A451 5GALE: 1 1/2" = 1'-0" 51NC-LE-PLY EPDM MEMBRANE ROOFING ADHERED SYSTEM OVER 3" POLYISOCYANURATE INSULATION K METAL ROOF DECK AND STEEL. JOISTS - REFER TO STRUCTURAL DRAWINGS CONTINUOUS STEEL ANGLE - REFER 70 STRUCTURAL. DRAWINGS STEEL BEARING PLATE AT JOIST LOCATIONS - REFER TO STRUCTURAL DRAWINGS 12" MA50NRY BOND BEAM\ W/ 245 BARS 12" SPLIT FACT: MA50NRY KITH HORIZONTAL JOINT REINFORCING AT I6' O.G. - REFER TO STRUCTIRAL DRAWINGS FOR ADDITIONAL REINFORCING IN CORES 4 DETAIL A451 SCALE: 1 1/2" = 1'-0" �./ v ro PREFINISHED METAL COPING EPDM MEMBRANE FLASHING A U A 0 LIQ: INSTALL GUTTER AND a� a; TREATED 2x12 WOOD BLOGKING FLASHING PER ROOFING Z �O lu Q MANUFACTURERS STANDARD - IN EPOM MEMBRANE FLA5HIN6 INSTALLATION DETAILS < < a° F A �1z LU < Q -t Q UP AND OVER PARAPET NALL p LU mz z NOTE: INSTALL PARAPET TREATED HOOD 2x BLOCKING pppp ppZ FLASHING PERTO AST RED ALIGN MATS +24'-0.-$� w MANUFFACTURERSSTANDARD WITH ROOFING FF INN5ULA1ION O w V cr) \ INSTALLATION DETAILS M C) \ SINGLE -PLY EPDM MEMBRANE ROOFING ADHERED SYSTEM 6" X 6" PREFINI:;14ro- 02 Aa z OVER 3" POLYISOGYANURATE METAL CUTTER �+ o INSULATION LO +22,-0, � \ w • W � z ILI �v cf) TOqp \ \ NOTE: PROVIDE PREFIJ15HED (VAR j z LO METAL TRIM AS REQUIRED Stamp: co '' .�`'� �Gtsr��o Oy No. 3863 TO COVER ANY EXPOSED Issue: 5TATE 5UBM I TTAL WOOD BLOCKING BELOW Project No.: KIg60 Fite No.: Ig60A4511?W6 Sheet: A451 METAL GUTTER METAL ROOF DECK AND STEEL.. JOISTS - REFER TO \ STRUCTURAL DRAWINGS r BOND22,-0, CONTINUOUS D' STEEL ANGLE - REFER TO STRUCTURAL DRAWINGS 4" DIA. PREFINISHED METAL D , DOYNSPOUT5 (SE FLOOR 12" SMOOTH -FACE BLOCK PLAN FOR LOCATIONS) \ (3 COURSES) 12" MASONRY BOND BEAM K/ 245 BARS \ 12" SPLIT -FACE BLOCK 2 DETAIL A451 SCALE: 1 1/2"' = 1'-0" 5 DETA I L A451 �51,-AL�el2" = P -O" 12" SPLIT -FACE MASONRY WITH HORIZONTAL JOINT REINFORCING AT L6' O.C. - REFER TO 5TRUCTIRAL DRAWINGS FOR QUANTITY AND LOCATIONS OF STEEL. REINFORCING IN GORES SEALANT BOTH SIDES TYPICAL AT PERIMETER OF STOREFRONT FRAME PREFINISHED ALLHINUM STOREFRONT FRAMING EQUAL TO KAWNEER 451T KITH In TINTED INSULATING TEMPERED GLAZING NOTE: COORDINATE STOREFRONT ANCHORAGE REQUIREMENTS AND SPACING WITH STOREFRONT MANUFACTURER METAL FLASHING NOTE: PROVIDE H OPENINGS o 32" 0 J0. DETAIL A451 5GALE: 1 1/2" = 1'-0" 51NC-LE-PLY EPDM MEMBRANE ROOFING ADHERED SYSTEM OVER 3" POLYISOCYANURATE INSULATION K METAL ROOF DECK AND STEEL. JOISTS - REFER TO STRUCTURAL DRAWINGS CONTINUOUS STEEL ANGLE - REFER 70 STRUCTURAL. DRAWINGS STEEL BEARING PLATE AT JOIST LOCATIONS - REFER TO STRUCTURAL DRAWINGS 12" MA50NRY BOND BEAM\ W/ 245 BARS 12" SPLIT FACT: MA50NRY KITH HORIZONTAL JOINT REINFORCING AT I6' O.G. - REFER TO STRUCTIRAL DRAWINGS FOR ADDITIONAL REINFORCING IN CORES 4 DETAIL A451 SCALE: 1 1/2" = 1'-0" �./ 11 v ro CU U U A U A 0 a� a; OLLI Z �O lu Q z>z - IN < < a° F A �1z LU < Q -t Q a� W p LU mz z 0 w O w V cr) �H M C) E1W . 02 02 Aa z P4 �+ o A., c LO r� � w • W � z ILI �v cf) F�1 � a� A O z LO Stamp: co '' .�`'� �Gtsr��o Oy No. 3863 $ STATE OF %• NoIAN� �` Issue: 5TATE 5UBM I TTAL Date: 8-1-1-01 Project No.: KIg60 Fite No.: Ig60A4511?W6 Sheet: A451 11 1100 1/4' TINTED TEMPERED GLAZING F F6 DOOR TYPES 3'-O., 2" 14 15"A2' LOWER a L 2 211 . 3'-O" t) 2" x 5 3/4" H.M. 2" x 4 1/2" ALUM. F—1 F-2 d' 0 r HEAD DETA I L A501 8" BLOCK CONCRETE BOND BEAM W/ 245 BARS SEALANT AT HEAD AND JAMBS (BOTH SIDES) 2"x5 3/4' HOLLOW METAL DOOR FRAME (W/ 4" HEAD) FILL W/ GROUT DOOR - REFER TO SCHEDULE 8" BLOCK ANCHORS- 3 PER JAMB, MIN. 2"x5 3/4' HOLLOW METAL DOOR FRAME FILL W/ GROUT JAMS 1:)r—TAIL A501 Scale: 1 1/2" = V- O" OHD I OHD2 II 5/8 12 SPLIT -PAGE BLOCK CONCRETE BOND BEAM (SPLIT-FAGFJ W/ 2-#5 BARS SEALANT AND BACKER ROD BOTH SIDES, TYPICAL HEAVY-DUTY PREFIN15HED ALUMINUM ENTRANCE DOOR AND FRAME A55EMMY H-2 HEAT) 1)ETA I L A501 115/8" 12" 5PLIT-FAGS MASONRY WITH HORIZONTAL JOINT REINFORCING o 16' O.G. VERTICALLY - REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REINFORCING IN GORE -5 ANCHORS- 3 PER JAMB, MIN. SEALANT AND BACKER ROD \i BOTH SIDES, TYPICAL HEAVY-DUTY PRE:FIN15HED ALUMINUM ENTRANCE DOOR AND FRAM A55EMBL.Y JAMB DETA I L A501 Scale: 11/2"7�-o" Wo �o Q� 1>g 0 H_3 HEAi7 DETAIL A501 DOOR SCHEDULE No ROOM DIMENSIONS DOOR FRAME DETAILS FIRE LABEL HDWR SET REMARKS No TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILL 100 100 3'-0" x7' -O" x 1-3/4" F H. M. PAINT F -I H. M. PAINT H-1 J-1 - - 1 3 HINGE6/PIV0T5 100 101 101 3'-0" x T-0" x 1-3/4" L H. M. PAINT F -I H. M. PAINT H-1 J-1 - - 2 ($Y DOOR MFR) - 101 102 102 Y-0" x T-0" x 1-3/4" L H. M. PAINT F -I H. M. PAINT H-1 J-1 - - 2 I CLOSER LGN 4010 ALUM 102 103A 103 3'-0" x T-2" x 1-3/4" F6 ALUM. PREFIN. F-2 ALUM. PREFIN. H-2 J-2 5-1 - 3 MASONRY ANCHORS ®32" O.G. 103A 103B 103 3'-0" x T-2" x 1-3/4" F6 ALUM. PREFIN. F-2 ALUM. PREFIN, H-2 J-2 5-1 - 3 \ 1038 103G 103 10'X 12' 01-101 5TEEL PAINT - - - H-3 J-3 5-2 - 4 1036 1030 103 10'X 12' OHDI 5TEEL PAINT - - - H-3 J-3 5-2 - 4 103D 103E 103 10'X 12' OHDI 5TEEL PAINT - - - H-3 J-3 5-2 - 4 103E 103F 103 10'X 12' OHDI 5TEEL PAINT - - - H-3 J-3 5-2 - 4 103F 1036 103 Ib' X 12' OH02 5TEEL PAINT - - - H-3 J-3 5-2 - 4 1036 v` an �c O� i� Os O JAMB DETA I L 12" BLOCK (SMOOTH OR SPLIT -FAGS DEPENDING ON LOCATION) 4" BLOCK GUT TO FIT AROUND LINTEL (SMOOTH OR SPLIT -FACE DEPENDING ON LOCATION) STEEL BEAM LINTEL - REFER TO STRUCTURAL DRAWINGS FOR SIZE AND ANGHORAGE DETAILS PROVIDE AND INSTALL STEEL MOUNTING PLATES PER DOOR MANUFACTURER REQUIREMENTS ANCHOR TO MASONRY PROVIDE AND INSTALL METAL FLASHING AND WEEP HOLES AT LINTEL HIGH -LIFT TRACK FOR SECTIONAL DOOR INSULATED SECTIONAL 'OVERHEAD' DOOR BENT STEEL PLATE AT DOOR JAMBS (BEYOND) A501 Scale: 1 1/2" = I' - O" DOOR ANI:;) FRAME NOTES: I. HOLLOW METAL DOOR FRAMES TO BE SHOP PRIMED AND FIELD PAINTED WITH EPDXY PAINT. "L7 Q � 2. ALL NEW LOGK5ET5, LATCHSETS AND THRESHOLDS TO BE OF A TYPE IN CONFORMANCE WITH A U p THE PROVISIONS OF THE 'AMERICANS WITH DISABILITIES' ACT (ADA). REFER TO DOOR SCHEDULE 12" SPLIT -FACE MASONRY 3. ABBR WIATION5: ALUM. = ALUMINUM, H. M. = HOLLOW METAL M.G. WOOD = MINERAL CORE WOOD, WITH HORIZONTAL JOINT PREFIN = PREFINI5HED, S.G. WOOD = SOLID GORE WOOD BY DOOR MANUFACTURER 4. HARDWARE KEYING REQUIREMENTS TO BE CONFIRMED WITH OWNER. ALUMINUM THRESHOLD REINFORCING ® 16" O.G. MATCH OWNER'S EXISTING KEYING SYSTEM. WITH THERMAL BREAK 5.OUT5NINGING DOORS WITH LOGKSETS TO HAVE HINGE BUTTS WITH NONREMOVABLE PINS. BY DOOR MANUFACTURER HARID)V�ARE SETS NOTE: L15TED QUANTITIES ARE PER SINGLE DOOR co co O INSULATED SECTIONAL HARDWARE SET #1 HAR RARE SET #3 cr) OPENING #100 OPENING -5 #IOSA 4 1038 'OVERHEAD' DOOR 3 HINGE WTT5 HALER B6121q 626 3 HINGE6/PIV0T5 (BY DOOR MFR) I LOCKSET (STOREROOM R)NGTIOW BEST 93KOLI5DW 626 1 LOGK5ET (ENTRANGIE RWTIOW BEST g50AHLI553 626 1 CLOSER LGN 4010 ALUM I CLOSER W/ STOP LGN 4110 ALUM I WALL STOP IVES 40q 1/2 626 HEATH RST PPING SET � DOOR HFRJ HIGH -LIFT 3" TRACK FOR 1 DOOR MFR) - I SWEEP STRIP ($Y DOOR MFR) - HARDWARE SET #2 O� WALL INFORMATION OPENINGS #101 4 102 SILL rPETA I L s -I HARDWARE SET #4 cd Q) 3 HINGE BUTTS HALER BBI219 626 OPENINGS #1036, IOW, 105E "`�'" —' D A I LATCHSET (PRIVACY FIWTIOW BEST g3KOLI5DW 626 103F i 1036 1 1/2" = 1'- O" I CLOSER LGN 4010 ALUM I KICK PLATE IVES 8400 8x34 630 (ALL HARDWARE BY DOOR SUPPLIEW I WAIL STOP IVES 40q 1/2 626 No. 1* 3863 STATE OF �NDIANP ��` IfUi � "L7 Q � DOOR AND FRAME - A U p REFER TO DOOR SCHEDULE 12" SPLIT -FACE MASONRY DOOR 5fNEEP (NOT SHOWW WITH HORIZONTAL JOINT BY DOOR MANUFACTURER ZO }Q ALUMINUM THRESHOLD REINFORCING ® 16" O.G. WITH THERMAL BREAK 7- BY DOOR MANUFACTURER VERTICALLY - REFER TO co co O INSULATED SECTIONAL STRUCTURAL DRAWINGS FOR cr) x 'OVERHEAD' DOOR ADDITIONAL REINFORCING IN CORE5 �" REFER TO STRUCTURAL \ \ DRAWINGS FOR SLAB INFORMATION C AC) cce z V RIGID INSULATION HIGH -LIFT 3" TRACK FOR REFER TO STRUCTURAL 0 DRAWINGS FOR FOUNDATION SECTIONAL DOOR O� WALL INFORMATION J)10 SILL rPETA I L s -I 0 cd Q) A501 �' '�'' "`�'" —' D A MANUFACTURER'S RECOMMENDATIONS 5cole: 1 1/2" = 1'- O" "L7 Q � STEEL BENT PLATE A U p AT JAMB BEYOND 12" SPLIT -FACE MASONRY 3' HIGH -LIFT TRACK WITH HORIZONTAL JOINT 0 z ZO }Q FOR SECTIONAL DOOR REINFORCING ® 16" O.G. w0 Q �< 7- toAM VERTICALLY - REFER TO co co O INSULATED SECTIONAL STRUCTURAL DRAWINGS FOR cr) x 'OVERHEAD' DOOR ADDITIONAL REINFORCING IN CORE5 rG— o 2 0 cy.) > C AC) cce z SEALANT HIGH -LIFT 3" TRACK FOR 0 SECTIONAL DOOR O� L J)10 zT V RICGID INSULATION ANCHOR TRACK MOUNTS TO 0 cd Q) BENT 5TEEL PLATE PER DOOR 1>p A �' '�'' "`�'" —' D A MANUFACTURER'S RECOMMENDATIONS p z 1/4" STEEL BENT PLATE Stamp: sp%` JAMB SURROUND WITH 2 1/2" RETURN5 No. 1* 3863 STATE OF �NDIANP ��` IfUi � ANCHOR TO BLOCK WALL WITH SUBMITTAL Date: 8-1-I-01 Project No.: KIg60 File No.: I160A501.DW6 Sheet: A501 MASONRY ANCHORS ®32" O.G. REFER To STRUCTURAL DRAWINGS FOR SLAB INSULATED SECTIONAL \ INFORMATION 'OVERHEAD' DOOR I" RIGID INSULATION REFER TO 5TRUGTURAL DRAWINGS FOR FOUNDATION \ WALL INFORMATION SILL DETAIL 5.2 A501 Scale: 71/2�0=I' - O" "L7 Q � A U p 0 .y a� f� 0 z ZO }Q W J j Q ljl Q w0 Q �< 7- toAM z z m co co O I c0 0 cr) x to 0 C:) W c� rG— o 2 0 cy.) > C AC) cce z o [� co C.7 � 0 W O� L J)10 zT C I~Co v cd Q) A 0 z Stamp: sp%` .0; vsT� No. 1* 3863 STATE OF �NDIANP ��` IfUi � Issue: STATE SUBMITTAL Date: 8-1-I-01 Project No.: KIg60 File No.: I160A501.DW6 Sheet: A501 TOILET A00r5SOR)oo SGHEDuLE o ITEM DESCRIPTION REFERENCE # MOUNTING HEIGHT REMARK5 A PAPER TONEL D15PEN5ER - 5URFAGE 40" TO SLOT BY OWNER - NOT SHOWN B SOAP D15PEN5ER - SURFACE 40" TO CONTROL BY OWNER - NOT 5HOWN G TOILET T15SUE DISPEN5ER B-288 SURFACE PER DIAGRAM ROLL 1N RE5ERVE UNIT D JGRAB BAR B -440.44x36 SURFACE 5EE DIAGRAM TEXTURED GRIPPING SURFACE E GRAB BAR B -440.44x48 SURFACE 5EE DIAGRAM TEXTURED GRIPPING SURFACE F 18"x24" FRAMED MIRROR B-240 1824 SURFACE 40" TO BOTTOM GHANNEL FRAMED UNIT NOTE: REEERENGE NUMBERS ARE KEYED TO PRODUGT5 OF BOBRIGK WASHROOM EQUIPMENT, ING. A5 A 5TANDARD OF EUNGTION AND GUALITII'. GATGHE5 (OR 5PRINCG HINGES) -111 1 ,wSIGN CONCRETE 1. THE MIXING, HANDLING, PLACING AND CURING OF CONCRETE SHALL BE $OIL INFORMATION: IN ACCORDANCE WITH THE ACI 'BUILDING CODE REQUIREMENTS FOR ALLOWABLE NET BEARING PRESSURE REINFORCED CONCRETE' (AGI 318-95) COLUMN FOOTINGS (FUTURE) 2000 POP 2. CONCRETE $HALL ATTAIN THE FOLLOWING STRENGTH$ IN STANDARD WALL FOOTINGS 1500 PSF 6'X12' CYLINDERS AT 28 DAYS: UNIT WEIGHT OF SOIL 120 PGF SLIDING RESISTANCE COEFFICIENT FOOTINGS t WALLS: ------------- 3000 PSI 5 BETWEEN CONCRETE 4 SOIL 035 CONCRETE ON GRADE: - - - - - - - - - - 3000 PSI - NORMAL WEIGHT CONCRETE: COMPRESSIVE STRENGTH SEE CONCRETE NOTES 3. CONCRETE EXPOSED TO FREEZE -THAW CYCLES SUCH AS EXTERIOR COLUMN PIERS, EXTERIOR SLABS AND SIDEWALKS SHALL BE CONCRETE MASONRY: 61. +/- 15. ENTRAINED AIR 28 DAY COMPRESSIVE STRENGTH 1500 PSI MASONRY GROUT ASTM C416 2500 PSI AT 28 DAYS 4. CONTRACTOR SHALL OBTAIN LOCATION OF ALL FLOOR DRAINS, PENETRATIONS, OPENINGS AND CURBS BEFORE PROCEEDING WITH WORK. REINFORCING STEEL: STIRRUP AND TIES ASTM A615, GRADE 60 WELDED WIRE FABRIC ASTM AMD OTHERWISE ASTM A615, GRADE 60 STEEL DECK STRUCTURAL STEEL: 1. STEEL DECK CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION STRUCT. TUBING MEMBERS ASTM A500, GRADE B Fy - 46 KSI OF THE STEEL DECK INSTITUTE'S 'DESIGN MANUAL FOR COMPOSITE BEAMS ASTM A36 or AS'12, GR. 50 DECKS, FORM DECKS, AND ROOF DECKS'. ALL OTHER MEMBERS ASTM A36 or A512, GR. 50 CONNECTION BOLTS ASTM A325N U.ON, 2. ALL DECKS SHALL BE THREE OR MORE SPANS CONTINUOUS WHERE ANCHOR BOLTS ASTM A36 or ASTM A301 POSSIBLE. LIVE LOADS: 3. WELD STEEL ROOF DECK t0 EACH SUPPORT AS INDICATED IN ROOF 20PSF ROOF DECK WELDING PAlTERN DEJAILS AND IN STRICT COMPLIANCE STORAGE AND MECHANICAL AREAS 100 PSF WITH THE DECK MANUFACTURER'S SPECIFICATIONS AND ERECTION WIND LOADS: DRAWINGS' BASIC WIND SPEED: 15 MPH 4. SUSPENDED CEILINGS, LIGHT FIXTURES, DUCTS, ETC. SHALL NM BE IMPORTANCE FACTORS 1.0 SUPPORTED BY THE STEEL ROOF DECK SEISMIC ZONES 1 BUILDING CODE: UBc CODE CURRENT EDITION STRUCTURAL MAS NW: CONCRETE L I T s I �p REMARKS EDITION OF THE ACI 'BUILDING CODE REQUIREMENTS FOR MASONRY GENERAL SHEAR STRUCTURES' (ACI 530/ASCE 5-95), AND RELATED CHAPTERS OF THE It-oil ■ CURRENT EDITION STRUCTURAL MAS NW: CONCRETE L CONCRETE MASONRY CONSTRUCTION SHALL CONFORM TO THE LATEST REMARKS EDITION OF THE ACI 'BUILDING CODE REQUIREMENTS FOR MASONRY GENERAL SHEAR STRUCTURES' (ACI 530/ASCE 5-95), AND RELATED CHAPTERS OF THE THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. ■ UNIFORM BUILDING CODE - LATEST EDITION. THE METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE INDICATED 2. THE MINIMUM 28 DAY COMPRESSIVE STRENGTH (Fm) OF MASONRY SHALL ON THE PLANS. THE CONTRACTOR SHALL TAKE ALL NECESSARY BE 1500 PSI PRECAUTIONS t0 MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE 3. ALL BLOCK SHALL BE NORMAL WEIGHT, ASTM C90 -GRADE N, TYPE 1. At ALL PHASES DURING CONSTRUCTION. .... MINIMUM COMPRESSIVE STRENGTH OF UNITS SHALL BE 2000 PSI, 4. MORTAR: F; TYPE 'S' MORTAR $HALL BE USED ON ALL EXTERIOR MASONRY Q WALLS, SHEAR WALLS, AND LOAD BEARING WALLS AS NOTED ON PLANS. C00-MINATI-OR WITH OTHER TRADE$ TYPE 'N' MORTAR MAY BE USED FOR INTERIOR PARTITION WALLS ONLY. ■, r.r CEMENTITUOUS MATERIAL SHALL BE LIME AND/OR PORTLAND CEMENT. 1. THE GENERAL CONTRACTOR $HALL COORDINATE AND CHECK ALL L a � m M DIMENSIONS RELATING t0 ARCHITECTURAL FINISHES, MECHANICAL 5. GROUT: OPENINGS, EQUIPMENT, eta. THE ARCHITECT/ENGINEER $HALL BE a GROUT SHALL BE PROPORTIONED BY VOLUME TO ATTAIN NOTIFIED OF ANY DISCREPANCES BEFORE PROCEEDING WITH WORK A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. IN THE AREA UNDER QUESTION. E a MAXIMUM HEIGHT OF GROUT POURS SHALL BE IN ACCORDANCE WITH 2, THE MECHANICAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER AV) TABLE NO. 3.1.2, 'GROUTING LIMITATIONS' OF THE ACI 530-95/ASCE 5-85 OF ANY MECHANICAL UNIT SUPPORTED BY THE STRUCTURE OUTSIDE OF Figure: a PROVIDE CLEANOUTS 0 BOTTOM OF EACH CORE WITH VERTICAL BARS AREAS DESIGNATED AS MECHANICAL ROOM$ OR PLATFORMS, WHOSE FOR ALL GROUT POURS OVER 6 FEET. CLEAN OUT ALL LOOSE DEBRIS WEIGHT IS GREATER THAN 500 POUNDS, 0 PRIOR TO POUR 3. THERE SHALL BE N!2 HORIZONTAL OR VERTICAL HOLES CUT OR DRILLED ' BETWEEN GROUT POURS, FORM A HORIZONTAL CONSTRUCTION JOINT BY IN ANY JOIST CHORD UNLESS IT IS SHOWN ON THE STRUCTURAL DRAWINGS STOPPING ALL GROUT POURS 11/2' BELOW TOP OF BLOCK OR I/2' BELOW OR IT 15 APPROVED BY THE ARCHITECT/ENGINEER. TOP OF BLOCK AT BOND BEAMS. 6. ALL REINFORCING STEEL BARS SHALL BE ASTM A-615 GRADE 60, SEE DRAWINGS FOR SIZE AND LOCATIONS. FOUNO► '1• ALL REINFORCING BAR LAP SPLICES SHALL CONFORM TO THE ACI 'BUILDING rTION CODE REQUIREMENTS FOR REINED CONCRETE' (ACI 530/ I. PREPARE ALL AREAS OF THE SITE SUPPORTING THE STRUCTURE BY ASCE 5) EXCEPT THAT NO LAP SPLICES SHALL BE LESS THAN 48 BAR DIAMETERS. ALL SPLICES SHALL BE WIRED TOGETHER REMOVING ALL TOPSOIL, EXISTING FILL, ORGANIC MATERIAL, OR FROZEN, SOFT, WET, LOOSE OR OTHERWISE UNSUITABLE MATERIALS. 8. HORIZONTAL JOINT REINFORCEMENT SHALL BE MILL GALVANIZED TRUSS 2. PROOFROLL THE EXPOSED $UBGRADE WITH A MEDIUM WEIGHT ROLLER TO TY1�'Et FACED EVERT OTHER COURSE UNLESS NOTED OTHERWISE ON THE DETERMINE IF ANY POCKETS OF SOFT, UNSUITABLE MATERIAL EXIST DRAWINGS. LAP PER MANUFACTURERS REQUIREMENTS (6' MINIMUM). BENEATH THE EXPOSED SUBGRADE. REMOVE ANY UNSUITABLE MATERIAL ENCOUNTERED AND REPLACE WITH A WELL COMPACTED GRANULAR S. PROVIDE REINFORCING STEEL IN VERTICAL CORES AS INDICATED ON MATERIAL. THE DRAWINGS. IN ADDITION, PROVIDE 1 -MI6 REINFORCING STEEL IN VERTICAL CORES ON ALL FOUR SIDES OF ALL OPENINGS AND EACH 3. COMPACT ALL ENGINEERED FILL SUPPORTING FOOTINGS, BENEATH CORNER OF ALL WALLS MINIMUM UNLESS DETAILED OTHERWISE. PLACE SLABS ON GRADE AND OVER FOOTINGS TO OVER 98% DRY DENSITY ALL REINFORCING STEEL PRIOR TO GROUTING. PER STANDARD PROCTOR. PLACEMENT AND COMPACTION OF ENGINEERED FILL SHALL BE OVERSEEN BY THE TESTING LABORATORY. 10. ALL VERTICAL REINFORCING SHALL BE MELD IN PLACE AS SHOWN ON THE DWG: AT 8'-0' O.C. MAX AND AT EACH ENP. MINIMUM CLEARANCE 4. PLACE FILL MATERIAL IN LAYERS NOT EXCEEDING 8 INCHES IN LOOSE SHALL BE 3/4' FROM MASONRY AND ONE BAR DIAMETER OR I' THICKNESS. MECHANICALLY COMPACT EACH LAYER t0 AT LEAST THE (WHICHEVER IS MORE) BETWEEN BARS. REQUIRED MINIMUM DRY DENSITY 11• ALL CELLS WHICH RECEIVE DOWELS SHALL BE GROUTED SOLID. 5. FOOTINGS NOT SUPPORTED BY ENGINEERED FILL SHOULD BEAR ON FIRM, NONDISTURBED MATERIAL, IF UNSUITABLE MATERIAL 1$ 12. ALL HORIZONTAL REINFORCING STEEL SHALL BE PLACED IN ENCOUNTERED, REESTABLISH THE BEARING ELEVATION OF THE FOOTING CONTINUOUSLY GROUTED BOND BEAMS. MNIMUM CLEARANCE SHALL BE BY LOCALIZED UNDERCUTTING AND FILLING WITH SUITABLE GRANULAR 3/4' FROM MASONRY AND ONE BAR DIAMETER OR (' (WHICHEVER IS MATERIAL OR LEAN CONCRETE AS RECOMMENDED BY THE TESTING MORE) BETWEEN BARS. LABORATORY. 6. PLACE FOOTINGS THE SAME DAY EXCAVATIONS ARE OPENED. IF THIS 13. PROVIDE REBAR POSITIONING ACCESSORIES TO SUPPORT THE IS NOT POSSIBLE, ADEQUATELY PROTECT THE EXPOSED MATERIAL REINFORCING AS REQUIRED. SEE SPECIFICATIONS FOR PRODUCTS IN THE BASES OF THE FOOTING EXCAVATIONS FROM ANY DETRIMENTAL CHANGE IN CONDITON SUCH AS FROM DISTURBANCE, RAIN, OR 14. SUBMIT SHOP DRAWINGS FOR FIRST COURSE LAYOUT TO FACILITATE FREEZING. SURFACE RUNOFF SHOULD h= BE ALLOWED t0 ENTER COORDINATION OF LOCATIONS of REINFORCING DOWEL$. THE EXCAVATION. 15. SEE ARCHITECTURAL DRAWINGS AND/OR SPECIFICATIONS FOR CONTROL i. THE CONTRACTOR SHALL RETAIN THE SERVICES OF A JOINT LOCATIONS AND HORIZONTAL REINFORCEMENT FOR MASONRY WALLS. SOILS ENGINEER t0 MONITOR ALL BACKFILLING OPERATIONS AND 16. GROUTED CORES SHALL BE PROVIDED AT ALL ANCHORS, AND SLEEVE TO INSPECT FOOTING BEARING MATERIAL. REFER TO THE CERTIFIED ANCHORS, ETC. GEOTECHNICAL REPORT COMPLETED BY ATG ASSOCIATES INC. FOR THIS PROJECT SITE, FOR ALL SOILS RELATED INFORMATION AND 11. MASONRY WALLS WHICH ARE EXTERIOR (SUBJECT TO WIND PRESSURE), RECOMMEMDATIONS. LOAD BEARING, AND/OR PART OF THE LATERAL RESISTING SYSTEM ARE 8. PLACE SLABS ON GRADE ON 6 MIL VAPOR BARRIER OVER 4' OF DEFINED AS STRUCTURAL MASONRY AND INDICATED ON THE STRUCTURAL PROPERLY COMPACTED, FREE DRAINING GRANULAR MATERIAL. DRAWINGS. REINFORCING REQUIREMENTS FOR THESE WALLS ARE PROVIDED ON THE STRUCTURAL DRAWINGS. 18. REFER t0 ARCHITECTURAL DRAWINGS AND SPECIFICATIONS IN ADDITION TO STRUCTURAL FOR TOTAL EXTENT OF MASONRY CONSTRUCTION, DIMENSIONAL LAYOUT OF WALLS, LOCATIONS AND DETAILS OF OPENINGS, SPECIAL COURSING, ADDITIONAL MISC, STEEL EMBEDMENT$, LINTELS TIES FOR VENEER HORIZONTAL JOINT REINFORCEMENT, ETC. 1% MASONRY CONTRACTOR $HALL PROVIDE FOR AND COORDINATE WITH OTHER TRADES FOR EMBEDDED ITEMS IN MASONRY WALLS. C:\J08S\21013\ STSIL JOISTS 1. STEEL JOIST CONSTRUCTION SHALL CONFORM t0 THE LATEST EDITION OF THE STEEL JOIST INSTITUTE'S 'STANDARD SPECIFICATIONS, LOAD TABLES AND WEIGHT TABLES FOR STEEL JOISTS t JOIST GIRDERS'. 2. THE JOIST SUPPLIER SHALL VERIFY THE ADEQUACY OF THE SIZES INDICATED FOR ALL JOISTS WITH A SLOPE IN EXCESS OF 1/2 INCH PER FOOT AND, IN ADDITION, THOSE JOISTS SUBJECTED TO LOADINGS OTHER THAN UNIFORM GRAVITY LOADING, SUCH AS CONCENTRATED LOADS OR CONTINUITY FORCES INDICATED ON THE STRUCTURAL DRAWINGS. CERTAIN 'SPECIAL' JOISTS (SP) SUBJECTED TO UNIFORM GRAVITY LOADING SHALL BE DESIGNED AND FABRICATED BY THE JOIST SUPPLIER IN ACCORDANCE WITH THE DESIGN LOADINGS SHOWN ON THE STRUCTURAL DRAWINGS. 3. ALL JOISTS SHALL RECEIVE A SHOP PRIME COAT. 4. STEEL JOISTS $HALL BE THE SIRE AND SPACING AS SHOWN ON THE PLANS. TOTAL LOAD DEFLECTION ON ALL JOISTS SHALL BE LIMITED TO L/240 AND LIVE LOAD DEFLECTION SHALL BE LIMITED TO 1_/360 IN INCHES, WHERE L IS THE SPAN LENGTH IN INCHES, 5. ANCHOR ENDS OF STEEL JOISTS BEARING ON STEEL SUPPORTS BY WELDING OR BOLTING IN ACCORDANDE WITH SJI SPECIFICATIONS UNLESS OTHERWISE NOTED ON STRUCTURAL DRAWINGS. 6, HANGERS AND OTHER SUPPORTS FOR MECHANICAL, ELECTRICAL, OR PLUMBING SYSTEMS SHALL BE LOCATED AT THE INTERSECTION OF THE CHORD AND THE WEB MEMBERS (PANEL POINTS). CONCENTRATED LOADS IN EXCESS OF 200 POUNDS MUST BE APPROVED BY THE ENGINEER. "I. PROVIDE ALL BRIDGING AND ACCESSORIES FOR A COMPLETE INSTALLATION IN ACCORDANCE WITH THE SJ.I. SPECIFICATIONS AND CODE OF STANDARD PRACTICE. SHOW ALL BRIDGING AND ACCESSORIES FOR COMPLETE INSTALLATION ON JOIST ERECTION DRAWINGS. S. BRIDGING SHALL BE COMPLETELY INSTALLED AND JOISTS ALIGNED BEFORE ANY CONSTRUCTION LOADS ARE PLACED ON THE JOIST. S. ANCHOR ALL JOIST BRIDGING RUNS AT THEIR ENDS BY WELDING TO SPANDREL BEAMS OR CLIPPING TO WALLS. 10. THE JOIST SUPPLIER SHALL PROVIDE STANDARD OR DIAGONAL BRIDGING COMPLYING WITH SJI SPECIFICATIONS. EKXY ANC 4M; I. PROVIDE HARDENED THREADED ROD ANCHORS AND TWO COMPONENT EPDXY ADHESIVE FOR THE SIZES SHOWN ON THE DRAWINGS. 2• DRILLED HOLE SIZE, EMBEDMENT DEPTH AND INSTALLATION PROCEDURES SHALL CONFORM TO THE MANUFACTURER'S INSTRUCTIONS TO PROVIDE THE FOLLOWING ALLOWABLE VALUES: EFOXYANCHOR SCHEDULE ANCHOR CONCRETE GROUTED CMU 04 N N N REMARKS SHEAR TENSION SHEAR TENSION SIRE ■ 3/41P 4.8k 6.0k 2.1k 1.5k 1/2'4, 2.0 k I 2.5 k 1.6 k 0.1 k .... M SOMY LMMS: I. FOR ALL OPENINGS AND RECESSES IN BOTH THE INTERIOR AND EXTERIOR WALLS N2T SHOWN ON THE STRUCTURAL PLANS OR ARCHITECTURAL SECTIONS, PROVIDE THE FOLLOWING LINTELS: NON-STRUCTURAL CMU: PRECAST CONCRETE LINTELS WITH (0-05 TOP t BOTTOM STRUCTURAL CMU: SPANS UP TO 4'-0' BOND BEAM LINTELS w/ (2)-05 CONT. 36' COVERAGE 36/7 PATTERN ZONE 1 36/5 PATTERN ZONE 2 36/4 PATTERN ZONE 3 I. USE 5/8' PUDDLE WELDS AS SHOWN IN ABOVE PATTERNS. 2. END LAPS SHALL OCCUR ONLY AT SUPPORT POINTS. 3. 12' MINIMUM SPACING OF FASTENERS AT PERIMETER UNLESS NOTED OTHERWISE ON PIANS. SIDE LAP FASTENERS; (TYPICAL ALL ZONES) (1) 010 TEK AT MID -SPAN TSI R ROOF DECK FASTENER LAYOUT � NO SCALE 51 CONCRETE SLAB 11/21 CLEAR 6x6 - W2.13xW2.9 WI.U.F. FINJFLR EL. --Z F 177 v 9CRII.POL 4' COMPACTED GRANULAR FREE DRAINING FILL TYP. SLA5 ON GRADE CONSTRUCTION DETAIL � NO 8C.4LE A% A I'-0' MAX �_ OIMMENING I'•m' " - us 2 t/1' x l/� GN Tufo 61096 MILOW TO DECK "i\1 10 JI� LRAMIS MOD FOR ALL OPENINGS GREATER THAN J I' s AT fWC* ORAN PANG TYPICAL ROOF OPENING S 4 R.T.U. CUF43 . " l��'�'C�RTS 2 NO SCALE SI LOAD 'P' HARDWOOD BLOCKING FROM ABOVE IN DECK CELLS -METAL DECK STEEL JOIST-/ \- LI 1/2x) 1/2x3/16 WELD TO TOIL' AND BOTTOM LOAD 'P' CHORD AT HANGING PANEL POINT NoTgs: I. THIS DETAIL APPLIES FOR HANGER LOADS GREATER THAN 50 LIS$ APPLIED AT OTHER THAN PANEL POINTS. 2. CONCENTRATED LOADS GREATER THAN 200 LBS. SHALL NOT BE APPLIED TO ANY POINT UNLESS SPECIFICALLY NOTED ON THE PLANS. 3. DO NQT SUSPEND ANY LOAD FROM BRIDGING. TYPICAL JOIST REINFORCEMENT DETAIL NO SCALL g, SEE PLAN ROOF DECK BEAM . SEE PLAN WELD 8RlDGING ENDS TO BEAM STEEL (TYP) JOIST PROVIDE ADDITIONAL DIAGONAL IF HORIZONTAL BRIDGING IS USED HORIZONTAL or D1AG. BRIDGING SEE PLAN SEE PLAN ROOF DECK WELD or BOLT ENDS TO CL IPS (TYP) 01 ANGLE CLIP. STEEL w/ (2) ANCHORS JOIST WALL SEE PLAN L HORIZONTAL or PROVIDE ADDITIONAL DIAD. BRIDGING DIAGONAL IF HORIZONTAL SEE PLAN BRIDGING IS USED TYP. 5RIDGINCA END ANCHORAGE 4 NO sc S1 Project Number: #21013 Drawing Re: :.WWMS 1--24. DWG Date: 8--10-01 Scott: AS NOTED Drown By: KDB Checked 8y: KDB MPS d By: *`���� D v i 930109 cc z xl STAT OF �. J W q) N 07- I Ono 00 vi 04 N N N ■ U3 Q ■ M N OL 0 pNi C^m I o .... O D m F; Q U ■, r.r -6 O ^ W W L a � m M w co C V M O r W E t1_ O AV) v Figure: si w 0 0 rn 00 04 N N N ■ U3 Q ■ M N OL 0 pNi C^m I o .... O D m I o N g ■, r.r -6 O ^ W W L a � m M w m Ea0 C V M O r t1_ v Figure: si C• 120'-0' OUT/OUT FOUNDATION FOUNDATION PLAN BCAL E_ 1/81 • P-01 PLAN NOTES I. SEE DRAWING 51 FOR GENERAL NOTES AND FOR TYPICAL DETAILS PERTAINING TO FOUNDATIONS, CONCRETE, REINFORCING STEEL AND MASONRY. 2. HOLD WALL DOWN 8' AT DOORWAYS. SEE 82 FOR ADDITIONAL INFORMATION. VERIFY LOCATION AND OF'ENINCs SIZES WITH ARCH. DRAWINGS. 3. SLAB ON GRADi:: 4' THICK, 3WO PSI NORMAL WEIGHT CONCRETE UNLESS INDICATED OTHERWISE. SEE DRAWING 61 FOR CONSTRUCTION DETAILS. 4. TOP OF SLAB ON GRADE • 100'-0' UNLES8 OTHERWISE INDICATED. 6. 'TF.' INDICATES TOP OF FOOTING ELEVATION. TF. ■ 91'-4' UNLESS OTHERWISE INDICATED ADJACENT TO THE FOOTING. 1. 'C.J-' DENOTES SAWCUT OR PREFORMED CONTROL JOINT IN SLAB CN GRADE. SEE DRAWING 62 FOR CONTROL JOINT DETAILS. S. '11114' INDICATES WALL FOOTING TYPE, SEE DRAWING 82 FOR WALL. FOOTING SCHEDULE. 9• SEE ARC44ITEC'1URAL AND MECHANICAL DRAWINGS FOR LOCATIONS OF FLOOR DRAINS AND FOR FLOOR SLAB DRAINAGE REMIREM1ENTS AROUND THEM. 10. Q INDICATES VERTICAL REINFORCING IN ADDITION TO TYPICAL 'MASONRY WALL REINFORCING' INDICATED ON PLANS IL F3 INDICATES FOOTING MAW, SEE DRAWING 62 FOR FOOTING SCHEDULE, NOTES AND DETAILS. MASONRY WALL iEINFC)RCM FOR 12' EXTERIOR WALLS (SHOWN) TYPICAL,WALL REINFORCIWG: • lU X16 AT 48' O.C. and ALL WALL CORNERS • (U % JAMB BAR AT EACH SIDE OF ALL WALL OPENIWGS • (ALL BARS - FULL HEIGHT, GROUT SOLID UNAJ WALL RP-WCRCING NOTES: L EXTEND ALL BARS CONTINUOUS THROUGH LINTEL BLOCK HEADERS ABOVE OPENINGS. (FULL HEIGHT) 2. CENTER ALL BARS IN CM WALLS - UDA B. SEE CORRESPONDING DETAILS FOR TIES INTO BOND BEAMS AND FOUNDATIONS. 4. SEE PLANS FOR REINFORCING IN ADDITION TO THE 'TYPICAL REINFORCING' SHOILN ABOVE. INTERIOR EXTERIOR 04 AT 16' EXPANSION 24' JOINT MATERIAL 2 CMU FOUNDATION WALL. HOLD DOWN TOP/FTG. 8' a DOORWAYS EL - SEE PLAN WALL FOOTING: SEE PLAN FOR SIZE AND REINF NOTE: GROUT CORES WITH BAR$ SOLID TYPICAL SECTION AT EXT. DOOR OPENINGS 4 1/Z' s 11.00 S2 COLUMN FOOTING SCHEDULE MARK SIZE (WxLXT) REINFORCING EACH WAY REMARKS F6 L C:\J03S\21013\ • 'fit: �' W48 rba■■ � 4 - Vol CONT $ • 16' O . �- 120'-0' OUT/OUT FOUNDATION FOUNDATION PLAN BCAL E_ 1/81 • P-01 PLAN NOTES I. SEE DRAWING 51 FOR GENERAL NOTES AND FOR TYPICAL DETAILS PERTAINING TO FOUNDATIONS, CONCRETE, REINFORCING STEEL AND MASONRY. 2. HOLD WALL DOWN 8' AT DOORWAYS. SEE 82 FOR ADDITIONAL INFORMATION. VERIFY LOCATION AND OF'ENINCs SIZES WITH ARCH. DRAWINGS. 3. SLAB ON GRADi:: 4' THICK, 3WO PSI NORMAL WEIGHT CONCRETE UNLESS INDICATED OTHERWISE. SEE DRAWING 61 FOR CONSTRUCTION DETAILS. 4. TOP OF SLAB ON GRADE • 100'-0' UNLES8 OTHERWISE INDICATED. 6. 'TF.' INDICATES TOP OF FOOTING ELEVATION. TF. ■ 91'-4' UNLESS OTHERWISE INDICATED ADJACENT TO THE FOOTING. 1. 'C.J-' DENOTES SAWCUT OR PREFORMED CONTROL JOINT IN SLAB CN GRADE. SEE DRAWING 62 FOR CONTROL JOINT DETAILS. S. '11114' INDICATES WALL FOOTING TYPE, SEE DRAWING 82 FOR WALL. FOOTING SCHEDULE. 9• SEE ARC44ITEC'1URAL AND MECHANICAL DRAWINGS FOR LOCATIONS OF FLOOR DRAINS AND FOR FLOOR SLAB DRAINAGE REMIREM1ENTS AROUND THEM. 10. Q INDICATES VERTICAL REINFORCING IN ADDITION TO TYPICAL 'MASONRY WALL REINFORCING' INDICATED ON PLANS IL F3 INDICATES FOOTING MAW, SEE DRAWING 62 FOR FOOTING SCHEDULE, NOTES AND DETAILS. MASONRY WALL iEINFC)RCM FOR 12' EXTERIOR WALLS (SHOWN) TYPICAL,WALL REINFORCIWG: • lU X16 AT 48' O.C. and ALL WALL CORNERS • (U % JAMB BAR AT EACH SIDE OF ALL WALL OPENIWGS • (ALL BARS - FULL HEIGHT, GROUT SOLID UNAJ WALL RP-WCRCING NOTES: L EXTEND ALL BARS CONTINUOUS THROUGH LINTEL BLOCK HEADERS ABOVE OPENINGS. (FULL HEIGHT) 2. CENTER ALL BARS IN CM WALLS - UDA B. SEE CORRESPONDING DETAILS FOR TIES INTO BOND BEAMS AND FOUNDATIONS. 4. SEE PLANS FOR REINFORCING IN ADDITION TO THE 'TYPICAL REINFORCING' SHOILN ABOVE. INTERIOR EXTERIOR 04 AT 16' EXPANSION 24' JOINT MATERIAL 2 CMU FOUNDATION WALL. HOLD DOWN TOP/FTG. 8' a DOORWAYS EL - SEE PLAN WALL FOOTING: SEE PLAN FOR SIZE AND REINF NOTE: GROUT CORES WITH BAR$ SOLID TYPICAL SECTION AT EXT. DOOR OPENINGS 4 1/Z' s 11.00 S2 COLUMN FOOTING SCHEDULE MARK SIZE (WxLXT) REINFORCING EACH WAY REMARKS F6 6'-O'x6'•0'xl'-2' 6 - rla 05 12' W48 48' x 12' 4 - Vol CONT $ • 16' O . �- �� N o yn THE FOUNDATIONS HAVE BEEN DESIGNED FOR A NET ALLOWABLE SOIL BEARING PRESSURE • 1500 PSP FOOTING SI;HEOUL NOTES: 1. CENTER THE COLUMN FOOTING UNDER THE WALL ABOVE UNLESS OTHERWISE NOTED. 2. SEE DETAILS AND SECTIONS FOR REINFORCING PLACEMENT AND ADDITIONAL INFORMATION. 3. SEE FOUNDATION PLAN FOR FOOTING ELEVATIONS. SAWN JOINT W/ 1/4 THICKNESS OF SLAB JOINT FILLER CONC. SLAB W/ OF - dProtect Number. 120017 ftwtng FAe: WWMS2-96.DWG COMPACTED 8-10-01 NQ_T t GRANULAR FILL scats: 1. SAWCUT JOINT AS SOON AS POSSIBLE WITHOUT AS NOTED RAVELINCs THE EDGE OF CONCRETE. ftwn By: 2. SEE DRAWING $-I FOR TYPICAL SLAB ON GRADE caeKD8 'CSL. CONSTRUCITION INFORMATION KDB CONT JOINT (G.J.) Appv-d �Ntirtty�� �Q NO. `� • KEYED METAL SCREED = S �� Oi' CONSTR. JOINT —� r -GONG. SLAB W/ WW1= p •,��� UN X111! ,4.4.01 NOTES: .__ . _ ..__ z I. LOCATE CONSTRUCTION JOINTS AT CONTROL JOINT LOCATIONS. 2. SEE DRAWING 6-1 FOR TYPICAL SLAB ON GRADE 0" CONSTRUCTION IWORMATION CONSTRUCTION JOINT 2 F w SCAM 82 w BAR SIZE 4 NUMBER x 6'-0' TO MATCH FTG. REINF. TOP/FTG. I SEE PLAN i Q Q z PVC SLEEVE 2+-0' LAP AS REQUIRED (TYP) w a ' _- --�' WALL FOOTING 2 SEE PLAN FOR SIZE AND REINF 6" ITYPJ NOTES MIN. I. PROVIED SLEEVE (PIPE 0 + 2') FOR ALL UTILITIES THAT PENETRATE WALL FOOTINGS. WALL. FOOTING UTILITY PENETRATION No ecrve ` 62 WALL FOOT11-S SCHEDULE MARK SIZE LONGITUDINAL REINFORCING TRANSVERSE REt*ORCING W30 30' x 12' 3 - 01) CONT 05 12' W48 48' x 12' 4 - Vol CONT $ • 16' THE FOUNDATION8 HAVE BEEN 0584"D FOR A NET ALLOWABLE SOIL BEARING PRESSURE • 1300 PSF :y 00 N N � O I t) O • O . �- �� N o yn m vc •°Qxl0 �` I L a ``" .a .a • "OV' C 04 2O •� 0 J I C� N < W va V- p �F+ V E E O .. N L v M O Figure: S2 :y C:\J08S\21013\ 120'-0' OUT/OUT BUILDIWA LINE N ANGLE TO WALL 'a EPDXY ANCHORS O.C. (TYP. 2 SIDES) OL 630r (32LHSP 2 - ONLY) w/ 25 PLF (NET) UPLIFT STEEL LINTEL SCHEDULE MARK SECTION DETAIL a END ANCHORAGE EA. END REMARKS 'LI' W*x26 + 3/8x11' E 5/84 8' � 4 C:\J08S\21013\ 120'-0' OUT/OUT BUILDIWA LINE N ANGLE TO WALL 'a EPDXY ANCHORS O.C. (TYP. 2 SIDES) OL 630r (32LHSP 2 - ONLY) w/ 25 PLF (NET) UPLIFT STEEL LINTEL SCHEDULE MARK SECTION DETAIL BEARING EA. END END ANCHORAGE EA. END REMARKS 'LI' W*x26 + 3/8x11' E 5/84 8' 1/2NO iE + 147-1/14 x 6' HAS 12' W8x21 + 3/8x11' E T 4/64 8' I/2'x8x612 + (4)•1/2'0 x 6' HAS V V •rr LINTEL SCHE2ULE NOTES: I. WELD LINTELS TO ISEARING M'S (TYR EACH END) 2. SEE ARCH. FOR FINISH ON ALL LINTELS. 3. CENTER ALL LINTELS ON WALL UAN. walmallmll Revision: Project Nur»ber. #21013 Drawing FOO: WWMS3--96-DWG Date: 8-10-01 Scale: AS NOTED Drown By: KDB Checked By: KDB gppv'd W. Sm AP 4�,�.of on Mo. a: co C W (14 cd N N N t0tri = = It O 6 p G rn �, ♦ v N ♦0� d^m c h V V •rr w r- `✓0 �•— z O °ca � �o � C 'gyp C NY to O > ! Uj ! ..j N d W 0 E 0L G M0 M (L 10'-0' SAE 110'-0 >s B/P -110'-0' Bila: 110'-0' 13/fe 110'-0' B/fR 110'-0' Figure: Figure: a 0 LINTEL 84 LINTEL S4 o � M Q � A � � ROOF FRAMING PLAN ec,aLE: 1i8 . V-0' w '' MASONRY WALL INFORCINds FOR 12' EXTERIOR WALLS (SHOWN) PLAN NOTES: TYPICAL W&L REINFORCING: I. SEE MASONRY, ST SI FOR GENERAL NOTES AND TYPICAL DETAILS PERTAINING TO MASONRY, STEEL JOISTS, AND STEEL ROOF PECK • (U K� AT 48' O.C. and ALL WALL COMERS . (1) % JAMB BAR AT EACH SIDE OF ALL WALL OPENINGS � �1 2. 'ZONE x' - INDICATES FASTENMG PATTERN FOR ROOF DECK ATTACHMENT. • (ALL BARS - FULL HEIGHT, GROUT SOLID UAO) rz• h-,—� a SEE DRAWING 51 FOR FASTENER SIZE AND SPACING FOR VARIOUS ZONES. 3. EOD - INDICATES EDGE OF DECK OR EDGE OF CCNTINUOUS ANGLE. SEE CORRESPONDING SECTIONS FOR DETAILS. MI.L REINFORCING ,� L EXPEND ALL BARS CONTINUOUS THROUGH LINTEL 14 [-1 A , H � BLOCK HEADERS ABOVE OPENINGS. (FULL HEIGHT) � 4. INDICATES SPAN OF 11R' DEEP, 22 GAGE, WIDE RIB STEEL ROOF DECK SEE STEEL DECK GENERAL NOTES ON DRAWING SI FOR DECK FASTENING 2• CENTER ALL BARS IN CMU WALLS - UDA W REWKS'IENTS. 3. SEE CORRESPONDING DETAILS FOR TIES INTO BOND BEAMS AND FOUNDATIONS. 5. 'RTIC' - INDICATES MECHANICAL ROOF TOP EMIT. AT CURB AND ROOF OPENINGS 4. SEE PLANS FOR REINFORCING IN ADDITION TO THE Q PROVIDE L3x3 DECK SUPPORT AND WOOD BLOCKING IN CELLS TO PREVENT CRUSHM 'TYPICAL REINFORCING' SHOWN ABOVE. VERIFY FINAL SIZES, WEWTS AND LOCATIONS OF ALL UNITS WITH ARCH. and ENGINEER co C W (14 cd N N N t0tri = = It O 6 p G rn �, ♦ v N ♦0� d^m c h V V •rr w r- `✓0 �•— I O °ca � �o � C 'gyp C NY to O > ! Uj ! ..j N d W 0 E 0L G M0 M (L Figure: Figure: S3 CONT. 2x NAILER w/ 3/8'0 A. BOLTS AT 48' 0.0 CONT. ANGLE -- SEE PLAN ROOF DECK SEE PLAN EXP. BOLTS SEE PLAN 51/2, WALL SECTION 1/2' • 1'-0' ?- C: \JOBs\21013\ BUILDING LINE 1 TOP/PARAPET EL. - SEE ARCH JST/BRG (J.B.) EL. - VARIES GROUT COURSES SOLID \—a' BOND BEAM w/ (2) 04 CONT. VERT. REINF. SEE PLAN FOR SIZE t SPA. CMU WALL SEE PLAN 9 34 CONT. ANGLE WELD TO EA. JOIST SEE PLAN ROOF DECK WELD JOIST TO BRG. iP 51/2, WALL SECTION 1/2' ■ P-0' 24' BRG. do 1 --BUILDING LINE 4' CMU INFILL GROUT CORES w/ AT BRG. M STUDS SOLID JST/BRG (J.B.) ME EL. - VARIES IMFr SEE PLAN 12' BOND BEAM 130TT/fE w/ (2) e5 CONT. 1 VERT. REINF. SEE PLAN FOR 15EAM w/ iE SIZE t SPA. SEE PLAN CMU WALL WELD TO LINTEL BEAM. SEE PLAN LINTEL 1/2' LIP EXPANSION JOINT FIN/FLR CONC SLAB EL -SEE PLAN .i .t . 04 AT 16' O.C. 24' TOP/FTG. EL -SEE PLAN a 1 WALL FOOTING SEE PLAN FOR SIZE AND REINF O. I. DOOR WALL SECTION 3 In@ ' 11-08 84 CONT. ANGLE WELD TO EA, JOIST SEE PLAN ROOF DECK ---� WELD JOIST TO BRG. iE 51/211 WALL SECTION 1/2' a 1'-0' BUILDING LINE 4' CMU INFILL AT DRG. R JST/BRG (J.B.) EL. - VARIES J SEE PLAN 12' BOND BEAM w/ (2) e5 CONT. J4 VERT. REINF. SEE PLAN FOR SIZE s SPA. lidCMU WALL SEE PLAN � I � REEIINFOR�C�ING ---- FOR SIZE P SPA.. 81ZEEftL GROUT CORES w/ 3/810 x 6' L. H.A.S. STUDS SOLID AT 32' O.C. w/ (2) +5 CONT. MASONRY ANCHORS 4' CMU INFILL AT 32' O.C. AT 32' O.C. 130TT/fE 1/2'x 8 x 8 DRS. IQ i s EL -SEE PLAN (4) 3/810 x 6' L. H.A.B. (TYP. EA. END) 15EAM w/ iE as SEE PLAN N=S: 1. PROVIDE 2-100S. ADJUSTABLE WIRE ANCHORS WELD TO LINTEL BEAM. LINTEL WALL SECTIONL421 � N11.08 64 T/BOND BM. EL -111'-4' MSRY OPNG.(BEYOND) EL- SEE ARCH. 21/24 FIN/FLR --12' BOND BEAM w/ (2) M5 CONT. (TYP. 4 SIDES) VERT. REINF. ADJACENT TO OPENING. TERMINATE BELOW LINTEL -- FULL HEIGHT VERT. REINF. SEE PLAN FOR SIZE t SPA. 1/2' CLP. - CMU WALL SEE PLAN S Hilo _�• . :11 0 • �I'I NOTES: 1. SEE SECTION 1/84 FOR ADDITIONAL NOTES AND INFORMATION WALL SECTION 1/:t' • 1'-0' CONT. 2x NAILER w/ 3/8'0 A. BOLTS AT 48' OZ, CONT. ANGLE BUILDING LINE SEE PLAN i ROOF DECK J8T/BRG lJ.B.) EL. - VARIES SEE FLAN 12' BOND BEAM w/ l2) e5 CONT. *SRT. REINF. SEE PLAN FOR 5 1/2' CL SIZE s SPA. CMU WALL I SEE PLAN TYPICAL WALL SECTION 1119 m 1'-09 \ 8 T/BOND BM. EL -111'-4' B FIN/FLR C EL -SEE PLAN TOP/FTG. EL -SEE PLAN WALL FOO' SEE PLAN FOR SIZE AND REINF TYPICAL PERIMETER 2 WALL SECTION 64 J 1/2' a 1'-10, 'BOD BEAM f (2) 05 CONT. 'YP. 4 SIDES) JLL HEIGHT ERT. RE INF. EE PLAN FOR IZE 4 SPA. MU WALL EE PLAN OWEL - MATCH IZE t SPA. OF ERT. REINF. 3' CLR 0 m Revision; Project Number #21013 thawing File: WWMS4-24.DWG Dote: 8-10-01 scale: AS NO TED Drawn By. KDB Checked By: KD8 Appv'd Syr ,��t�tD. ut►ttgrr 2 93D 09 = E?~ ST OF :1;U %�.a.4•p��. H gREEEINFORCING N 81ZEEftL I 12' BOND BEAM 3/84 x 6' L. H.A.B. w/ (2) +5 CONT. AT 32' O.C. 4' CMU INFILL MASONRY ANCHORS AT 32' O.C. BOTT/1L' 1/2'x 8 x 8 BRG. 8i EL -SEE PLAN (4) 3/8'0 x 6' L. N.A.S. (TYP. EA. END) BEAM w/ IE as SEE PLAN NOTES: 1. PROVIDE 2 -PCB. ADJUSTABLE WIRE ANCHORS WELD TO LINTEL BEAM. LINTEL WALL SECTION �• 1/Z' ■ 1'-0' 64 T/BOND BM. EL -111'-4' B FIN/FLR C EL -SEE PLAN TOP/FTG. EL -SEE PLAN WALL FOO' SEE PLAN FOR SIZE AND REINF TYPICAL PERIMETER 2 WALL SECTION 64 J 1/2' a 1'-10, 'BOD BEAM f (2) 05 CONT. 'YP. 4 SIDES) JLL HEIGHT ERT. RE INF. EE PLAN FOR IZE 4 SPA. MU WALL EE PLAN OWEL - MATCH IZE t SPA. OF ERT. REINF. 3' CLR 0 m Revision; Project Number #21013 thawing File: WWMS4-24.DWG Dote: 8-10-01 scale: AS NO TED Drawn By. KDB Checked By: KD8 Appv'd Syr ,��t�tD. ut►ttgrr 2 93D 09 = E?~ ST OF :1;U %�.a.4•p��. H Figure: S4 � as C) E. a � W �w H Q a� w N w 0 co 0) 00 N CISco N �a o O v C 01 aQ V c .•. +- ^ci 0 1 •a CL �� C C0 LO, 0m .d CNY Simon 6wi 2I� > C �; : W I O N S a E , I D W m M �.i E o o m Figure: S4 NANO 0. DUMPSTER PAD L.•.. WIVICCDEN ENCLOSURE CONC. (2) 31/2"C. GAS METER BY LOCAL UTILITY CC 11/4" DOMESTIC WATER SERVICE GAS SERVICE BY LOCAL UTILITY CO. Kil PROPOSED BUILDING 7200 SF FF=753.5 MINIMUM 4" FIRE PROTECTION LINE 11 F FIRE DEPT. CONNECTION zt NORTH LINE, S. 112, S.W. 1/4. 8-17•-4E} r - I I I I I I I I I I I I I I i I • I � I I _ I I i i i i I1 411 1 EMS"IW SIDEi1►�1tK T III I j i l I it I 1 III I 1 I I) I I T-----6* SANITARY BLDG. LATERAL I lI ( I PVC, ASTM D3034, SR13 III MIN. 4" PVC WATER LINE ASTM C900 I it I ---------------3 --- ----------------.----------.....--— — — — — — --......__..,. ---I--1------- A0 N w �= ---� _—_.-- -- Ti NW 6" SANTARY WASTE _---------------------._.,..�.,�_.-------------_ N EI INTO EXISTING SEWER LINE WITH A PRE—MANUFACTURED WYE FITTING C Bauer Dr. West w PP;� Rox. IPcanaN Ex. war R INE p w SITE UTILITY PLAN SGA,LEe V= 20'-0' NORTH LEGEND: EXISTING SANITARY SEWER EXISTING WATER LINE w---►v---w w PROPOSED SANITARY SEWER-------// // — PROPOSED UNDERGROUND ELECTRICAL SERVICE UGE PROPOSED UNDERGROUND TELEPHONE SERVICE UGT PROPOSED WATER LINE W PROPOSED GAS SERVICE G PROPOSED CLEANOUT 0 GENERAL. NOTES, A. THIS CONTRACTOR SHALL ACCEPT THE SITE AS HE FlNDS IT AND SHALL MAKE ROUGH AND/OR FINISHED GRADING ADJUSTMENTS AS NECESSARY TO SUIT FINAL CONDITIONS SHOWN HEREON. B. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO BE THE CONTRACTORS RESPONSIBILITY TO CONTACT THE OWNER OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR ENGINEERS OF ANY CHANGES, ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. C. NO ROOF DRAINS, FOOTING DRAINS AND/OR SURFACE WATER DRAINS MAY BE CONNECTED TO THE SANITARY SEWER SYSTEM, INCLUDING TEMPORARY CONNECTIONS DURING CONSTRUCTION. D. ALL PIPE OR .DRAINAGE STRUCTURES IN TRENCHES UNDER PAVED SURFACE SHALL BE BACKFILLED WITH GRANULAR MATERIAL AND COMPACTED BY APPROVED METHODS. E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL STATE, CITY, AND COUNTY PERMITS AND PAYING ALL COST THEREOF. F. EXISTING UTILITIES ARE SHOWN APPROXIMATE ONLY. CONTRACTOR SHatL VERIFY LOCATION, SIZE, MATERIAL AND DEPTH WITH RESPECTIVE OWNERS AND SHALL PROTECT THE UTILITIES AT ALL TIMES. G. THE CONTRACTOR SHALL INSTALL AND/OR CAUSE TO BE INSTALLED ALL EXTERIOR UTILITIES AND SHALL PAY ALL COSTS AND FEES NOT BORNE BY THE LOCAL UTILITIES. ALL AS NECESSARY TO PROVIDE COMPLETE NEW UTILITY SERVICES AS PER THE REQUIREMENTS AND STANDARDS OF THE RESPECTIVE UTILITY COMPANIES. H. WHERE WATER LINES AND SANITARY SEWERS CROSS AND WATER LINES CANNOT BE PLACED ABOVE THE SEWER WITH A MINIMUM OF 18 INCHES VERTICAL CLEARANCE, THE SEWER MUST BE CONSTRUCTED OF WATERWORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS WITHIN 10 FEET OF THE WATER LINE. I. SEE ARCHITECTURAL FOUNDATION PLANS FOR ACTUAL BUILDING DIMENSIONS. J. SANITARY SEWER PIPING SHALL BE PVC PIPE, ASTM : D3034. JOINTS SHALL BE EQUAL TO ASTM C-425, TYPE III :FOR COMPRESSION TYPE JOINTS AND INSTALLED WITH AN INFILTRATION LIMIT OF 0.158 GAL./IN. DIA./HOUR/100 FT. K. INSTALLATION OF SEWERS SHALL BE IN ACCORDANCE WITH THE STANDARD RECOMMENDED PRACTICE FOR INSTALLING SEWER PIPE, ASTM C-12, AND LOCAL SEWER UTILITY STD'S. L. WATER MAIN FOR 3" AND LARGER SIZES SHALL BE PVC, ASTM C900. PIPE IN ACCORDANCE WITH ASA A21.4. TRENCH CONDITION TO BE LAYING CONDITION '2' AND PIPE COVER OF 54 IN. EXCEPT AS NOTED. M. GATE VALVES SHALL BE CAST IRON BODY, DOUBLE DISC, BRONZE MOUNTED, NON—RISING STEM TYPE IN ACCORDANCE WITH AWWA STANDARD C-500. TO BE FOR 175 PSI WORKING PRESSURE, DIRECT BURIAL SERVICE, WITH MECHANICAL, BELL—END JOINTS, COUNTERCLOCKWISE OPENINGS, 0—RING PACKING AND 2 IN. TEE WRENCH NUT. VALVES TO . HAVE 3 PIECE, ROUND, TYPE CAST IRON BUFFALO ROAD BOX WITH 5-1/4 IN. SHAFT, WITH "WATER" CAST IN THE LID. BOXES TO BE FOR NORMAL 4 FT. -6 IN. BUT SHALL BE AS REQUIRED TO SUIT EACH PARTICULAR SETTING DEPTH. VALVES SHALL BE CLOW, KENNEDY, MUELLER OR APPROVED EQUAL FOR INDIANAPOLIS WATER COMPANY (IWC) PATTERN. N. STREET REPAIR SHALL BE IN ACCORDANCE WITH LOCAL UTILITY STANDARDS. 0. CONTRACTOR SHALL CONSULT WITH THE LOCAL TELEPHONE UTILITY COMPANY AND SHALL PROVIDE CONDUITS AND WORK AS REQUIRED TO PROVIDE SERVICE TO EACH BUILDING. P. CONTRACTOR SHALL CONSULT WITH THE LOCAL ELECTRIC UTILITY COMPANY AND SHALL PROVIDE CONDUIT, CONDUCTORS AND WORK AS NECESSARY TO PROVIDE ELECTRICAL SERVICE TO EACH .BUILDING. Q. PROVIDE THRUST BLOCKING FOR PRESSURE PIPING WITH PUSH—ON OR MECHANICAL STYLE JOINTS. PROVIDE "RESTRAINED JOINTS" WHERE THRUST BLOCKING CANNOT BE ACHIEVED OR WHERE CALLED FOR. 0 a I CL LU A V _UJ A - a �z w tC Cq .,� Z w • o oppo ra 00 cC 0 • C Aco wN � F� :0 Q p C)luu� �E N �z 73 Fes! a� A 0 z Stamp: ,ell ?o _-0 No. 13968 ;U 0 STAROF Issue• CONSTRUCTION DOCUMENTS Date. 6-11-01 Project No.: KIg60 File No.01055MEP201.D Sheet: HVAC SYMBOLS AND ABBREVIATIONS ABBREVIATIONS VALVES$ FITTINGS & SPECIALTY SYMBOLS ACC AIR COOLED CONDENSER FT FOOT TWP TOWER WATER PUMP AIR CHAMBER ACCU AIR COOLED CONDENSING UNIT F&T TRAP FLOAT AND THERMOSTATIC TRAP UH UNIT HEATER (GAS) ANCHOR FIN RADIATION DIATION UV UNIT VENTILATOR (CLASSROOM) BALL VALVE I�i ACHP AIR COOLED HEAT PUMP � .. .. .. . AFF ABOVE FINISH FLOOR G GAS VAV VARIABLE AIR VOLUME BOX BUTTERFLY VALVE I f1 GC GENERAL CONTRACTOR VD VOLUME DAMPER CHECK, SWING VALVE N AHU AIR HANDLING UNIT GPM GALLONS PER MINUTE WB WET BULB EXPANSION JOINT AIR ACCESS PANEL H HUMIDIFIER WT WEIGHT FLANGED CONNECTION --"I AS AIR SEPARATOR ..... .. B BOILER (HOT WATER OR STEAM) HC REHEAT COIL (HOT WATER) PIPING FLEXIBLE PUMP CONNECTION BDD BACKDRAFT DAMPER HDR HEAVY DUTY REGISTER OR GRILLE CHILLED WATER RETURN CHWR GAS METER HPS HIGH PRESSURE STEAM (101-200 PSIG) CHILLED WATER SUPPLY CHWS GATE VALVE D<I BOD BOTTOM OF DUCT ... .. .. C CHILLER HT—X SHELL AND TUBE HEAT EXCHANGER COIL CONDENSATE DRAIN D GLOBE VALVE DOQ ... HYD HYDRONIC CONDENSATE RETURN (GRAVITY) C —"—` MANUAL BALANCING VALVE CAL COMBUSTION AIR LOUVER .. . .... . CC CABINET CONVECTOR HX PLATE AND FRAME HEAT EXCHANGER CONDENSATE RETURN (PUMPED) PC "P" TRAP . ... .. .. . .... ... . CD CEILING DIFFUSER (SUPPLY AIR) HWP HOT WATER PUMP FUEL OIL RETURN FOR PIPE GUIDE CEF CEILING EXHAUST FAN HWR HOT WATER RETURN FUEL OIL SOPPY I �I FOS PLUG VALVE HWS HOT WATER SUPPLY HEATING WATER RETURN HWR PRESSURE GAUGE CFM CUBIC FEET PER MINUTE ... .... CH CABINET UNIT HEATER (ELECTRIC OR HW) ININCH HEATING WATER SUPPLY HWS TEST PLUG RED SPACE HEATER (GAS FIRED) HEAT PUMP WATER RETURN HPWR THERMOMETER_ CHWP CHILLED WATER PUMP IRH INFRA— ... CHWR CHILLED WATER RETURN KEC KITCHEN EQUIPMENT CONTRACTOR HEAT PUMP WATER SUPPLY HPWS UNION CHW5 LAT LEAVING AIR TEMPERATURE HIGH PRESSURE STEAM HPS ---- WATER METER Q CHILLED WATER SUPPLY CT COOLING TOWER LPS LOW PRESSURE STEAM (0-15 PSIG) LOW PRESSURE STEAM LPS "Y" STRAINER CP CONDENSATE PUMP (STEAM) LS LINEAR SLOT DIFFUSER MEDIUM PRESSURE STEAM MPS — CW COLD WATER MAN MANUAL PUMPED DISCHARGE PD SHEET METAL SYMBOLS Dg DRY BULB MFR MANUFACTURER REFRIGERANT HOT GAS ----- RHG ----^— FIRE DAMPER JFD ... DG DOOR GRILLE MBH 1000 BTUH REFRIGERANT LIQUID RL COMBINATION SMOKE/FIRE DAMPER ly RUM LOUVER MC MECHANICAL CONTRACTOR REFRIGERANT SUCTION RS VOLUME DAMPER OR DL D D DRUM LO MCC MOTOR CONTROL CENTER TOWER WATER RETURN TWR SUPPLY DIFFUSER °R EADB ENTERING AIR DRY BULB MPS MEDIUM PRESSURE STEAM (16-100 PSIG) TOWER WATER SUPPLY TWS SUPPLY DUCT RISER cm E,gyyg ENTERING AIR WET BULB OA OUTSIDE AIR PIPING SYMBOLS SUPPLY REGISTER ELECTRIC BASEBOARD RADIATION OAL OUTSIDE AIR LOUVER F ROP LINEAR DIFFUSER EBR �� ... ..... .,..a ...... .. ...... .... . .............. EC ELECTRICAL CONTRACTOR PD PRESSURE DROP HOT WATER SUPPLY FLEXIBLE CONNECTION °" ECH ELECTRIC CABINET HEATER PDU POOL DEHUMIDIFICATION UNIT HOT WATER RETURN '— — —' —"'— RETURN AIR GRILLE � PRV PRESSURE RELEIF VALVE PITCH DOWN IN DIRECTION OF ARROW --- EXHAUST GRILLE is ECR EGGCRATE GRILLE .... ... . EDH ELECTRIC DUCT HEATER PSI POUNDS PER SQUARE INCH RUN OUT ""—` 10 EXHAUST FAN °R 0 ... ...... ...... .... EF EXHAUST FAN PTAC PACKAGE TERMINAL AIR CONDITIONER RUN OUT OFF BOTTOM OF MAIN DUCT TRANSITION EG EXHAUST GRILLE RA RETURN AIR RUN OUT OFF TOP OF MAIN EH EXHAUST HOOD RAC ROOM AIR CONDITIONER (THRU WALL) TEE OFF SIDE OF MAIN -- TEMPERATURE CONTROL SYMBOLS EHC ELECTRIC HEATING COIL RAF RETURN AIR FAN DRAWING SYMBOLS ROOM THERMOSTAT OR SENSOR Q oR Q a+ Q OR Q, OR EOM END OF MAIN DRIP RAL RETURN AIR LOUVER DENOTES SECTION SECTION NUMBER ROOM HUMIDISTAT OR SENSOR OO at ER EXHAUST REGISTER RD ROUND DIFFUSER f WALL SWITCH ERC ELECTRIC REHEAT COIL RG RETURN AIR GRILLE S 1 LIGHT SWITCH ARROW INDICATES M1 -�--- SHEET NUMBER 2—WAY TEMPERATURE CONTROL VALVE t� ESP EXTERNAL STATIC PRESSURE RHP RADIANT HEATING PIPING DIRECTION IN WHICH WHERE SECTION SECTION IS CUT IS LOCATED 3—WAY TEMPERATURE CONTROL VALVE ET EXPANSION TANK RL RELIEF LOUVER 13 EVC EVAPORATIVE COOLER RPM REVOLUTIONS PER MINUTE MOTOR ® °R DENOTES DETAIL DETAIL NUMBER EWH ELECTRIC WALL HEATER RTU ROOF TOP UNIT NOTE DESIGNATION F FURNACE SA SUPPLY AIR p 1 FACE AREA SAF SUPPLY AIR FAN M1 —SHEET NUMBER PLAN NOTES: SPECIFIC INFORMATION AS INDICATED ON A FA WHERE DETAIL FCRC FAN AND COIL ROOM CONDITIONER SAT SOUND ATTENUATOR IS LOCATED DRAWING LETTER DESIGNATING LEADER LINE OF PLAN NOTE REFERENCED FCV FLOW CONTROL VALVE SD SPLITTER DAMPER ELEVATION DIRECTED TO ITEM OF PLAN NOTE FLOOR DRAIN SP STATIC PRESSURE REFERENCED FD A 1 �--� CIRCLE WITH NUMBER INDICATES A PLAN FD FIRE DAMPER SPA—D SPA DEHUMIDIFICATION UNIT M1 -4--SHEET NUMBER NOTE REFERENCED, WITH THE NUMBER WHERE ELEVATION INDICATING THE ITEM NUMBER OF THE PLAN FD/SD FIRE AND SMOKE DAMPER SR SUPPLY REGISTER DENOTES IS LOCATED NOTE REFERENCED FLA FULL LOAD AMPS ST STORAGE TANK CONSTRUCTION GENERAL PLAN NOTES: GENERAL INFORMATION AS IT PERTAINS START POINT ONLY TO THE DRAWING IT IS ON FPHB FREEZE PROOF HOSE 8188 TCC TEMPERATURE CONTROL CONTRACTOR , FPM FEET PER MINUTE TD THERMAL DIFFUSER GENERAL_ NOTES:INFORMATION TO ALL THEDRAW NGS OF PERTAINING DISCIPLINE IT IS ON FPVAV FAN POWERED VARIABLE AIR VOLUME BOX TSP TOTAL STATIC PRESSURE HVAC" GENERAL NOTES A. MECHANICAL CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR J. DUCTS PENETRATING FLOOR SLABS AND/OR WALLS SHALL BE SEALED AS PENETRATING FIRE RATED WALLS AND/OR FLOORS U. PROVIDE A MINIMUM OF 10'-0" FROM ANY EXHAUST FAN OUTLETS AND PLUMBING VENT FROM ALL OUTSIDE AIR INTAKES. REQUIREMENTS RELATING TO EQUIPMENT QUALITY, CONSTRUCTION AND FINISH OF MATERIALS. REQUIRED BY CODE. DUCTS SHALL HAVE OPENING AROUND DUCT SEALED WITH A MATERIAL HAVING THE V. PROVIDE ACCESS PANELS IN AREAS WITH DRYWALL CEILINGS FOR ACCESS TO REQUIRED SIZES AND POINTS OF TERMINATION SAME FIRE RATING AS THE WALL OR FLOOR. PROVIDE FIRE DAMPERS AT ALL DUCT PENETRATIONS THROUGH FIRE RATED WALLS AND FLOORS. . VALVES, VOLUME DAMPERS, FIRE AND/OR COMBINATION DAMPERS, ETC. B. THESE DRAWINGS INDICATE FOR PIPING, DUCWORK, CONDUIT, ETC. THE EQUIPMENT SHOWN BUT ALL NECESSARY OFFSETS AND K. ALL SHEETMETAL DUCT SIZES SHOWN ARE ACTUAL SHEETMETAL DIMENSIONS; W. REFER TO PLUMBING DRAWINGS FOR FLOOR DRAIN LOCATIONS. ILLUSTRATES SUGGESTED ROUTING, FITTINGS MAY NOT BE SHOWN. CONTRACTOR SHALL INSTAL. HIS WORK DUCTS ARE SIZED TO ALLOW FOR ONE INCH INTERNAL INSULATION WHERE INDICATED ON DRAWINGS. SIZES SHOWN FOR INTERNALLY LINED FLAT OVAL AND X. REFER TO MECHANICAL DETAILS FOR ADDITIONAL EQUIPMENT REQUIREMENTS. IN A MANNER THAT WILL CONFORM WITH THE STRUCTURE. CONTRACTOR SHALL AVOID OBSTRUCTIONS, PRESERVE HEADROOM AND MAINTAIN MAXIMUM ROUND DUCTWORK ARE "OUTSIDE SHELL" DIMENSIONS. Y. REFER TO ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL COORDINATIONS CLEARANCE WITHOUT FURTHER INSTRUCTION FROM THE ENGINEER OR ADDITIONAL COST TO THE OWNER. ALL DIMENSIONS SHOWN ON THESE L. INSTALL VOLUME DAMPER AT EACH BRANCH TAKE --OFF FROM MAIN SUPPLY DUCTS. WITH THESE DRAWINGS. PLANS ARE IN FEET AND/OR INCHES UNLESS NOTED OTHERWISE. M ALL WALL THERMOSTATS SHALL BE APPROXIMATELY 4'-6" ABOVE FINISH FLOOR Z. EQUIPMENT SIZES AND SERVICE SPACE REQUIREMENTS MAY VARY BETWEEN APPROV ED MANUFACTURER DRAWINGS AS C. ALL DUCTWORK, PIPING AND VALVES SHALL BE CONCEALED ABOVE CEILINGS TO BOTTOM AND LINED UP HORIZONTALLY WITH LIGHT SWITCHES UNLESS OTHERWISE AND CCTURERS. WONSULT SUBMRITTEDENT NGS AND WITHIN WALLS IN FINISHED AREAS UNLESS OTHERWISE NOTED. NOTED OR DIRECTED BY THE ARCHITECT. , D. ALL VALVES, COILS, DAMPERS, ETC. SHALL BE INSTALLED ALLOWING EASY N. ALL TRENCHES WITHIN THE CONFINES OF THE BUILDING SHALL BE KEPT AWAY FROM M. SLEEVE PIPE PENETRATIONS AT WALLS AND FLOORS IN ACCORDANCE WITH SPECIFICATIONS. ACCESS TO THEM. AREAS ADJACENT TO THE ACCESS PANELS SHALL BE FOOTINGS A DISTANCE OF ONE FOOT HORIZONTAL FOR EACH FOOT OF DEPTH BELOW THE NEAREST FOOTING, OR TRENCH SHALL BE FILLED WITH CONCRETE TO AN WITH PIPING, DUCTWORK, CLEAR OF ANY OBSTRUCTION. ELEVATION SUCH AS TO ESTABLISH THE REQUIRED ONE—FOR—ONE RATIO OR PROXIMITY. B B. SERVICE SPACE FOR EQUIPMENT SHALL NOT BE BLOCKED E. EACH RESPECTIVE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE INSTALLATION OF HIS WORK WITH THE WORK OF OTHER CONTRACTORS 0. DIFFUSERS, GRILLES AND REGISTERS LOCATED IN GYP. BOARD CEILINGS SHALL HAVE ETC' CC. CONTRACTOR SHALL NOT LOCATE ANY DUCT OR PIPING DIRECTLY OVER ANY ELECTRICAL PRIOR TO THE INSTALLATION. PLASTER FRAMES. PANELS, SWITCHGEAR, TRANSFORMER, ETC. COORDINATE LOCATIONS OF DUCTS AND SHALL BE GUIDED BY THE ARCHITECT'S REFLECTED CEILING P. ALL O.A. DUCTWORK AND DUCTWORK IN UNCONDITIONED SPACES SHALL BE INSULATED PIPING WITH THE ELECTRICAL CONTRACTOR TO AVOID THESE CONFLICTS. F. CONTRACTOR PLAN FOR EXACT LOCATION OF DIFFUSERS, REGISTERS AND GRILLES UNLESS WITH 1'/2" DUCTWRAP. DD. REFER TO ARCHITECTURAL DRAWINGS FOR ELEVATIONS OF LOUVERS. OTHERWISE NOTED. Q. KITCHEN EXHAUST AND MAKE—UP AIR SHALL BE INSTALLED PER DRAWINGS. EE. PROVIDE COMPANION OPPOSED BLADE VOLUME DAMPERS WITH ALL DIFFUSERS G. ALL EXISTING EQUIPMENT, DUCTWORK AND .PIPING LOCATIONS AND SIZES SHALL BE FIELD VERIFIED, PRIOR 70 CONSTRUCTION, BY THE CONTRACTOR. R. COMBUSTION AIR PIPE SHALL BE CPVC — GAS VENT PIPING SHALL BE CPVC UNLESS MOUNTED IN DRYWALL CEILINGS. DO NOT PROVIDE COMPANION VOLUME DAMPERS WITH DIFFUSERS WHEN DIFFUSER IS MOUNTED IN LAY—IN TILE CEILINGS. PROVIDE OTHERWISE NOTED. MANUAL VOLUME DAMPERS IN THE BRANCH DUCTS SERVING DIFFUSERS LOCATED H. ALL EQUIPMENT SHALL BE OF, AND CONSIST OF AT LEAST THE MINIMUM S. BULKHEADS HOUSING SUPPLY DUCTWORK SHALL BE A MINIMUM OF 14" TALL UNLESS ABOVE LAY—IN TILE CEILINGS. SIZES SCHEDULED. OTHERWISE NOTED, AND BY GENERAL CONTRACTOR. FF. PROVIDE CHROME PLATED ESCUTCHEONS AT ALL EXPOSED PIPE PENETRATIONS 1. ARROWS ON CONDENSATE PIPING AND DRAIN LINES INDICATE THE DOWNWARD T. DUCTWORK DIMENSIONS GIVEN ARE INSIDE CLEAR. PROVIDE INSULATION AND SOUND THROUGH WALLS. PITCH OF THE PIPING. ATTENUATION AS INDICATED. GG. PROVIDE 18"x18" ACCESS PANEL TO SERVICE FIRE DAMPERS —TYPICAL. MEN IN • Z w Z Z LSI Z J cn O U W m O S O �J • U w • ■ m w � T � 4p Y a 0 C ■og a N ■ m w All' a 0 a a N o U < �< lu Q lu m- CO 0 M v Z • V CO CO M CO CO CO M Cr, v W E-4 z W OL E-4 0 0 H• �z A 0 z M Stamp: `�0�� �t4TElp� • v i -o No. 13968 a -O STATE RX Issue: CONSTRUCTION DOCUMENTS Date: 8-11-01 Project No.: KI4160 File No::.. .01055M201 Sheet: 4av A co V- 03 w Iii W cc cQ OL wv � ..� Q �Aw � li- �w�� o E o a � ~ H � • w� Er-, � �z A tamp: ��t�uiurrr�� 1 � 1 -� No. 13968 V00, sratE ANO /oNAL �r!rtr to C i�LJ ue: CONSTRUCTION DOCUMENTS Le: 5--17-01 )ject No.: KA60 e No.: 01055M202 EXHAUST FAN HOUSING PREFABRICATED CURB WITH BUILT–IN CANT. AND OFFSET FOR ROOF INSULATION THICKNESS FLASH CURB TO ROOF WITH MATCHING ROOF MATERIAL MiN. 12" OUT ON EA. SIDE ROOF -- -, WOOD NAILER BY CURB MANUF. 14" u MEN 1h INSULATION PREFABRICATED CURB. PREFABRICATED CURB W\OUT ROOF INSULATION 1/4- ANCHOR BOLTS AND EXPANSION SHIELDS ® 12"O.C. `— BACKDRAFT DAMPER DUCTWORK SEE PLANS FOR CONTINUATION. ROOF EXHAUST FAN DETAIL SCALE: NONE HOOD OR FAN --I UNIT COUNTERFLASHING FLANGE 2 1/2" 1 /2"THICK SEMI-RIGID INSULATION CANT STRIP --BY CURB MANUF. ROOF MEMBRANE ROOF METAL INSULATION ROOF DECK BLOCKING TO LEVEL CURB (REQUIRED FOR CURBS OVER 24" ON A SIDE) D s ROOF CURB DETAIL M501 SCALE: NONE Unit manufacturers threaded drain pipe connection. (TV.) / Full sire. �-Cleanout plug. -- 1' Greater than ran static 4" pressure. Cooling colt drain pan. I I I Full size. Drain line. (Sotton-� correction onkp Draw _ThroM CON D 2 CONDENSATE DRAIN P M501 SCALE: NONE M501 4"7 Dryer Vent Rum full size condensate drain pipe to nearest floor crate. Refer to plumbing drawings for Flom drain locations. 1' Greater than half of fan static pressure. plug. DETAIL TRIC WALL HEATER DETAIL D 8 DRYER CLEANO M501 j SCALE: NONE DETAIL Curb mounted aluminum base with 1' deflection spring isolators. Neoprene weath erseaI. Rooftop Unit Rooftop unit manufacturers roof curb. Counterflashing by M06WIc61 Contractor, flashing by roofing contractor. Treated 2x4 shimming level top of curb. Dubber-in-ahaar .vibration isolation continuous under rooftop equipment. -4' flexible duct connection between roof insulation and bottom of rooftop unit. --Wood natter. -Field applied cant strip. Roof construetlom Rsfar to architectural drawings for type; `-Roof stricture Refer to structural drawings for type. `=y and ducts. 1 u Roof curbs shall be provided with properly designed fabricated leveling devices so equipment fs level and the roof curb is installed to match the roof slope. 2J Provide perimeter angle support at all aides between structural steel, Size of angle based on load of equipment. Minimum size shall be 3' x 3' x 1141. 3J Roof curbs shall not be supported from the roof Insulation. 4) Coordinate location of roof curb and roof opening with structure. 5J Roofing insulation #hail be continuous under the rooftop equipment. D , ROOF EQUIPMENT SUPPORT CURB DETAIL M501 SCALE: NONE X" HOT GAS (VERIFY - SiZE WITH COND. UNIT MANUFACTURER) HOT GAS SOLENOID VALVE HOT GAS REGULATING - VALVE FILTER/DRYER -- SIGHT GLASS SOLENOID VALVE �- EXPANSION VALVE �- RL1ST STAGE 2ND STAGE RHG--- ----- RL AHU RS RS RS RS COMPRESSOR CONDENSING UNIT SERVICE VALVE FURNISHED WITH CONDENSING UNiT REFRIGERANT PIPIN SCALE: NONE Secure vent to roof curb as required with a minimum or two (2) fasteners per side. 12' Nigh pre -fabricated roof curb by vent manufacturer. Gravity or motorized backdraft damper. Refer to HVAC floor pians and schedules for type. 3/8 C clamp type hanger assembly. Duct to be same size throat size of vent. seal all points. Roof construction. Refer to architectural drawings for type. -Roof structure. Refer to structural drawings for type. Provide 1/2' x I/2' welded wire mesh screen over and of duct. Adjust pan to x-18 Gauge galvanized stool hang level. drip pan. All joint$ shall be worded tight. Hatak I. All intake / relief vents shall be marred level. Provide sloped orbs and shim# as "Trod for sloped roofs. Ratter to architectural drawings for pitch of roof. D 7 INTAKE/RELIEF VENT DETAIL M501 j SCALE: NONE TERMINAL CUTLETS= SUPPLY AIR DIFFUSERS, EXHAUST AND RETURN REGISTERS MARK rte` lJ MFR MODEL CFM RANGE LENGTH FACE SIZE : C Mail�g Y i TERMINAL CUTLETS= SUPPLY AIR DIFFUSERS, EXHAUST AND RETURN REGISTERS MARK FUNCTION MFR MODEL CFM RANGE LENGTH FACE SIZE NECK SIZE RUNOUT SIZE NO. OF SLOTS SLOT SIZE DAMPER TITUS COLOR REMARKS TOTAL SENS. E.A.T L.A.T INPUT OUTPUT FAN CFM E.S.P. MOTOR VOLTAGE PHASE STARTER DISCONNECT DL -1 DRUM LOUVER TITUS DL 0-500 N/A 21 x 8 18 X 6 PER PLAN N/A N/A AG-15HD WHITE DB/WB DL -2 DRUM LOUVER TITUS DL 501-1000 N/A 23 x 14 20 x 12 PER PLAN N/A- N/A AG-15HD WHITE RTU --1 DETAIL SHOP CARRIER 48HGF 028 25 310.8 228.5 80/67 57.1 56.3 400 328 1,488 9,000 1.50" 10 ER -1 EXH. REGISTER TITUS 25RL 0-100 N/A 9 1/2 x 9 1/2 6 X 6 PER PLAN N/A N/A AG -35 WHITE PROVIDE 14" HIGH FULL PERIMETER ROOF CURBS. ER -2 EXH. REGISTER TITUS 25RL 101-200 N/A 11 1/2 x 11 1/2 8 x 8 PER PLAN N/A N/A AG -35 WHITE 7. ER -3 EXH. REGISTER TITUS 25RL 201-500 N/A 15 1/2 x 15 1/2 12 x 12 PER PLAN N/A N/A AG -35 WHITE 12. ER -4 EXH. REGISTER TITUS 25RL 501-1000 N/A 27 1/2 x 15 1/2 24 x 12 PER PLAN N/A N/A AG -35 WHITE 17. PROVIDE RELIEF OF ECONOMIZER AIR VIA POWER EXHAUST. Q PROVIDE PLASTER FRAMES FOR DIFFUSERS, REGISTERS, AND GRILLES INSTALLED IN GYPSUM BOARD. F_ ROOFTOP UNIT SCHEDULE FAN SCHEDULE 771 MARK MFR. COOLING DATA GAS HEATING DATA NOM. CFM SUPPLY FAN ELECTRICAL MOTOR DATA NOM. TOTAL SENS. E.A.T L.A.T INPUT OUTPUT FAN CFM E.S.P. MOTOR VOLTAGE PHASE STARTER DISCONNECT SYM. AREA SERVED MFG. MODEL MIN UNIT MODEL NO. DAMPER AWH 712 NO. TONS MBH MBH DB/WB DB/W8 MBH MBH RPM W/FACTORY & SAFETIES EF -1 HP GB -80 10/10 BY BY CFM WEIGHT RTU --1 DETAIL SHOP CARRIER 48HGF 028 25 310.8 228.5 80/67 57.1 56.3 400 328 1,488 9,000 1.50" 10 208 3 MFG MFG 900 3,000 NOTES: 1. COOLING CAPACITIES SHALL BE BASED UPON STANDARD A.R.I. CONDITIONS. CURB PROVIDED BY FAN MANUFACTURER. 2. PROVIDE 2" THROW AWAY FILTERS. H 3. PROVIDE 14" HIGH FULL PERIMETER ROOF CURBS. DAMPER BY FAN MANUFACTURER. 4. UNITS SHALL BE 208 VOLT, 3 PHASE. 5. UNITS SHALL BE WIRED FOR AUTOMATIC CHANGE—OVER BETWEEN HEATING AND COOLING AT UNIT. Stamp: A. FAN SHALL OPERATE CONTINUOUSLY DURING OCCUPIED MODE. 6. PROVIDE 10 YEAR WARRANTY ON HEAT EXCHANGERS AND BURNERS. 7. PROVIDE PERMANENT LABELS DENOTING UNIT NUMBERS AND AREA SERVED. Date: 6-111-01 8. PROVIDE CO MONITOR IN RETURN AIR STREAM. CO MONITOR SHALL MODULATE O/A DAMPER PROPORTIONAL TO CO LEVEL. 9. ALL 12.5 TONS AND SMALLER SHALL HAVE 11.0 MINIMUM E.E.R. RATING. 10. ALL 15 TON AND LARGER UNITS SHAL HAVE A 10.4 MINIMUM E.E.R. RATING. 11. GAS REGULATOR BY UNIT MANUFACTURER. (2 PSIG SITE PRESSURE) 12. HINGED ACCESS PANELS FOR CONTROL BOX, EVAP. FAN, FILTERS AND COMPRESSOR COMPARTMENT. 13. SINGLE POINT ELECTRICAL CONNECTION. 14. LOW AMBIENT OPERATIONS TO 0'F. 15. ELECTRICAL STARTER/DISCONNECT BY UNIT MFR.(NON FUSED). 16. PROVIDE 100% 0/A ECONOMIZER. 17. PROVIDE RELIEF OF ECONOMIZER AIR VIA POWER EXHAUST. F_ EXHAUST FAN SCHEDULE 771 MARK MFR. MODEL # LOCATION NOM. CFM THROAT I MOTOR DATA REMARKS VOLTS PHASE KW RPM HP VOLT AWH-1 UNIT AREA GREENHECK BACK— DRAFT C.F.M. SP. OF FAN STARTER DISCONNECT SINGLE POINT REMARKS NO. EXHAUSTED MODEL NO. DAMPER AWH 712 W.C. 240 115 1 .75 CONTROL BY BY CONNECTION W/FACTORY & SAFETIES EF -1 LAUNDRY /LOCKER GB -80 10/10 350 3/8it 1100 1/4 115 1 MANUAL BY E. C, BY MFR YES 1,2,3,4,5 EF -2 RESOUTH TROONOTES: GB -80 10/10 270 3/8" 1100 1/4 115 1 MANUAL BY E. C. BY MFR YES 1,2,3,4,5 INSTALL FAN ON 12" CURB PROVIDED BY FAN MANUFACTURER. c°. Z H �2 GRAVITY BACK DRAFT DAMPER BY FAN MANUFACTURER. O BELT DRIVE. Stamp: aBEk �Ilrrl�u�rr�h -� No. 13968 o �0sm W O BIRD SCREEN Issue: GONSTRUGTI ON VOGUMENTS Date: 6-111-01 Project No.: K1416O �5 INTERLOCK FAN OPERATION WITH SPACE LIGHT SWITCH. Sheet: 1 F_ SCHEDULE ARCHITECTURAL WALL HEATER SCHEDULE 771 MARK MFR. MODEL # LOCATION NOM. CFM THROAT I ELECTRICAL DATA REMARKS VOLTS PHASE KW SINGLE POINT CONNECTION DISCONNECT SWITCH STARTER/ CONTACTOR AWH-1 ERINCRAFT AWH 712 LOCKER 240 115 1 .75 YES BY MFR. BY MFR. &-SAFTETTIES & WALLCBRACKTEOTRS AWH —2 ERINCRAFT AWH 712 TOILET 240 115 1 .75 YES BY MFR. BY MFR. W/FACTORY & SAFETIES T'STAT CONTACTORS & WALL BRACKET AWH-3 ERINCRAFT AWH 712 FIRE RISER RM 240 115 1 .75 YES BY MFR. BY MFR. W/FACTORY &SAFETIES T'STAT CONTACTORS & WALL BRACKET NOTES: 1. SURFACE MOUNT g O � V' t~ C) GRAVITY INTAKE/RELIEF SCHEDULE STATIC THROAT I 0 a PRESSURE PREFAB FREE Z O lu INCHES THROAT <� REMARKS NUMBER MODEL NOK CFM .) HEIGHT II SIZE (SQFFTT) TYPE GIV-1 FHI 8,700 .069 12" 48"x48" 56"x56" 16.0 1PENRTHOOUSE 1,2 .N ()TES: U PROVIDE BIRD SCREEN. 0 ®MOTORIZED DAMPER INTERLOCKED TO OPEN WHEN RTU IS IN EXHAUST MODE. ■ I� A 0 a o � � Z O lu <� u A CD CJ_ to 0 m z w • 00 a H 0 4 r4 tu g O � V' t~ C) m s A > P4 E-4 • W T c°. Z H � a� A Stamp: aBEk �Ilrrl�u�rr�h -� No. 13968 o �0sm W %�� /NON* �2�`► Issue: GONSTRUGTI ON VOGUMENTS Date: 6-111-01 Project No.: K1416O File No.: O1O55M6O1 Sheet: 1 loolmlI I GAS METER AT 2 BY LOCAL UTILITI GAS SERVICE BY LOCAL UTILITY CO. 1'/4" DOMESTIC V EXTEND TO 5'-0 BEYOND BLDG. L SEE SITE UTILITY PLAN FOR CONT. MIN. 4" FIRE PROTECTION. SITE UTILITY I Fop nnwnmij Kol 192.n U z LTJ _z ca z W CD z J V'I z O V w w m 0 z s 0 li PLAN NOTES O WATER HEATER TO BE LOCATED ON STORAGE PLATFORM ABOVE FINISHED CEILING. 2O NUMBER NOT USED. O3 EXACT LOCATION OF MOTOR HOME DUMP STATION. ® ROUTE s/4" WATER HEATER DRAIN LINE TO +6" ABOVE RIM OF UT -1. "GREASE �5 ROUTE 3/4" WATER HEATER DRAIN LINE TO TIE INTO WASTE LINE OF L-11-1 UPSTREAM OF P—TRAP. BEYOND BLDG. LINE. SEE SITE UTILITY PLAN FOR CONT. PLUMB I NO FLOOR PLAN SGALEs 1/5' = 1'-O" NORTH GENERAL NOTES A. ALL WORK SHALL COMPLY WITH ALL NATIONAL, STATE, LOCAL CODES AND ORDINANCES PERTAINING TO THE WORK IN THIS PROJECT. B. ALL PLUMBING FIXTURES SHALL BE SUPPLIED WITH INDIVIDUAL WATER SUPPLY STOPS AND CODE APROVEO TRAPS. EXPOSED PIPING SHALL BE CHROME PLATED. C. INSULATE DOMESTIC WATER PIPING WITH �/z" ARMAFLEX II OR RUBATEX R -180 --FS OR EQUAL. D. DOMESTIC WATER PIPING BELOW GRADE SHALL BE TYPE W. WATER PIPING ABOVE SLAB TO BE TYPE 'L' WITH COPPER FITTINGS. E. ALL SANITARY WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC, OR HUBLESS CAST IRON. F. ALL PLUMBING FIXTURES SHALL BE INSTALLED WITH APPROVED BACKFLOW PREVENTION DEVICES. G. NO PIPING SHALL PASS DIRECTLY OVER ELECTRICAL POWER DISTRIBUTION CABINETS. CONTRACTOR TO COORDINATE PANEL LOCATIONS PRIOR TO PIPING INSTALLATION. H. SINGLE RUNOUTS TO PLUMBING FIXTURES SHALL BE THE SAME SIZE AS ON THE PLUMBING FIXTURE SCHEDULE UNLESS OTHERWISE NOTED. 1. ALL DRAINS SHALL BE PROVIDED WITH P—TRAPS. J. HORIZONTAL VENTING IS NOT SHOWN ON THIS PLAN FOR THE SAKE OF CLARITY. PROVIDE A COMPLETE VENTING SYSTEM IN ACCORDANCE WITH CODE. K. CONCEALED GAS PIPING SHALL BE CONSTRUCTED IN ACCORDANCE WITH CODE WITHOUT UNIONS, TUBING FITTINGS OR RUNNING THREADS. • 2"V REMOTE READ '/2"V METER"FURNISHED AND SET BY IWC WC -18 PARTIAL WASTE AND TNT 5GHEMATIG D 8 NOT TO SCALE P301 THERMAL EXPANSION TANK SIMILAR AND EQUAL TO AMTROL #ST -12 ASME T&P 3/4CW MAIN RELIEF VALVE 1 THERMOMETER I 3/4' d MIXING VALVE 1 EXTEND DRAIN I TO DRAIN PAN 1 i� WATERTIGHT, CORROSION RESISTANT WATER HEATER PAN. PROVIDE 3/4" DRAIN AND AIR GAP FITTING. RATER HEATER DETAIL D 7 NOT TO SCALE P301 I 2'-0" SQ. 1 FINISHED ( MIN. HUE DRAIN DETAIL D 5 NOT TO SCALE P301 CAST IRON MANHOLE FRAME AND COVER REINFORCED FLOOR CONC. TOP 1 4" TEE -i 4"W IN J I I 4" PLUG/C0-/ I I I I4"W OUT OIL INTERCEPTOR D 4 NOT TO SCALE P341 WATER GAUG FIRE DEPT CONNECTR CHECK VALVE W/ AUTO DRIF SYSTEM DRAT 30" FACE TO FACE OF VALVES FOR 2' INLET THE VALVES, FITTINGS AND PIPING ARE INSTALLED BY THE PLUMBING CONTRACTOR PLAN -1' ,," MSE REDUCED PRESSURE BACKFLOW PREVENTER 6J AIR GAP DRAIN FUNNEL GATE VALVE CRANE #440 OR EQUAL---\ 6 1/2" BALD HEAD NIPPLE ----7 'CH 4 K VALVE (TYPICAL) kY GATE VALVE H SUPERVISORY SWITCH kTER LL ON 3-1/2" ;EEPING PAD )ETECTOR BACKFLOW ..�.�...�.. ..,�." ASSEMBLY SLEEVE: EXTEND 1" ABOVE FINISHED FLOOR NOTE: DETAILS SHOWN HERE ARE TYPICAL ONLY. EXACT FINAL DETAILS AND LAYOUT SHALL BE AS REQUIRED TO SUIT THE FACIUTY LAYOUT AND THE REQUIREMENTS OF THE VARIOUS REGULATORY AGENCIES. DIRE RISER DETAIL D 3 NOT TO SCALE P301 PLUMBING FIXTURE SCHEDULE GATE VALVE CRANE #440 DESCRIPTION OR EQUAL SIMILAR AND EQUAL TO HW CW EXTEND SLEEVE V FLOOR DRAIN 1 "ABOVE FIN. FL. WATER CLOSET - VITREOUS CHINA, FLOOR MTD., FLUSH TANK SEE PLANS -1 J Q Z AMERICAN STANDARD #2998.012 WC -11-1 ELONGATED BOWL., OPEN FRONT SEAT LESS COVER. CAP TO BE SET IN NOT LESS THAN +/2 4 CONCRETE TO PROVIDE 8" NOR MORE aD SUITABLE ANCHORAGE THAN 24" z DRAIN EEy TION =N NOTEOC-PACS (2) ARE FURNISHED TO PLUMBING TO TOP OF SEAT, ADA COMPATABLE. CONTRACTOR BY THE UTILITY COMPANY. 2. JOINTS MAY BE STREAMLINE OR SCREWED. L H' 3. THIS CONTRACTOR TO PROVIDE FOR TESTING AND CERTIFICATION OF BACKFLOW PREVENTER AMERICAN STANDARD #6501.010 UR -1H PER STATE REQUIREMENTS. _ 4. CONTRACTOR SHALL VERIFY WITH WATER CO. 1'/z FLUSH VALVE: BEFORE INSTALLATION OF METER FOR CLEARANCES CHROME PLATED TRIM, MOUNT O 17" A.F.F. TO REQUIRED FOR MAINTENANCE BY WATER CO. IND 041!4 Ztl ttl AATER METER AND SLOAN OPTIMA PLUS #8180 -1.0 -LH -MC 5ACKFLOW PREVENTER DETAIL � A D 6 LAVATORY - VITREOUS CHINA, WALL HUNG, FAUCET ON 4" NOT TO SCALE P301 'CH 4 K VALVE (TYPICAL) kY GATE VALVE H SUPERVISORY SWITCH kTER LL ON 3-1/2" ;EEPING PAD )ETECTOR BACKFLOW ..�.�...�.. ..,�." ASSEMBLY SLEEVE: EXTEND 1" ABOVE FINISHED FLOOR NOTE: DETAILS SHOWN HERE ARE TYPICAL ONLY. EXACT FINAL DETAILS AND LAYOUT SHALL BE AS REQUIRED TO SUIT THE FACIUTY LAYOUT AND THE REQUIREMENTS OF THE VARIOUS REGULATORY AGENCIES. DIRE RISER DETAIL D 3 NOT TO SCALE P301 PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION PIPE CONNECTIONS (IN) SIMILAR AND EQUAL TO HW CW W V NO. CL WATER CLOSET - VITREOUS CHINA, FLOOR MTD., FLUSH TANK -1 J Q Z AMERICAN STANDARD #2998.012 WC -11-1 ELONGATED BOWL., OPEN FRONT SEAT LESS COVER. _ +/2 4 2 SEAT: aD CHROME PLATED BRASS SUPPLY AND STOP, +18 A.F.F. I m co i~ v OLSONITE #47 TO TOP OF SEAT, ADA COMPATABLE. 0 F+M L H' URINAL - VITREOUS CHINA, WALL HUNG, FLUSH VALVE AMERICAN STANDARD #6501.010 UR -1H TOP SPUD, WASHOUT FLUSH, WALL CARRIER, _ 3/4 2 1'/z FLUSH VALVE: CHROME PLATED TRIM, MOUNT O 17" A.F.F. TO E--4 IND 041!4 Ztl ttl SLOAN OPTIMA PLUS #8180 -1.0 -LH -MC . SUIT ADA � A x LAVATORY - VITREOUS CHINA, WALL HUNG, FAUCET ON 4" Stamp: �tttulun��, No. 13968 a E STATE �4=� /NO CENTERS, FLAT PLATE STRAINER, CAST BRASS TRAP WITH CO., Issue: Issue: CONSTRUCTION DOCUMENTS Date: 8-117-01 Project No.: KI4160 File No.: 01055F501.01N AMERICAN STANDARD #0355.012 L-11-1 STOPS, SUPPUES, CONCEALED ARM SUPPORT, OFFSET TAILPIECE, '/2 '/i 1'/z 11/2 FAUCET: & PROTECTIVE COVERING UKE SEALGARD, MOUNT 034" A.F.F. SYMMONS #6070-G TO RIM, TO SUIT ADA. SK -1 SINK AND FAUCET BY OWNER - INSTALLED BY P.C. +/2 +/2 1'/2 1+/� ELKAY #LR -2219 FAUCET: CAST BRASS P -TRAP (WITH CO), STOPS AND SUPPLIES CHICAGO #2300-8 LAUNDRY TUB - MOLDED STONE, DOUBLE TUBS WITH MUSTEE #26F UT -1 TRAY, ADJUSTABLE LEGS, SWING SPOUT FAUCET SET WITH 1/2 '/2 1'/z 1'/z FAUCET: HOSE END, CAST BRASS TRAP W/C0. CHICAGO #891-DJ18-E1 WH -A WATER HEATER --3/4 SHELF MOUNTED, 30GAL. 3/4 s/4 _ _ A.O. SMITH #ELSE -10 STORAGE, 1500 WATT ELEMENT, 208V., 10, ENERGY SAVER MIXING VALVE - THERMOSTATICALLY CONTROLLED, TEMPERATURE MV -A AND PRESSURE COMPENSATED, .WITH UNIONS, CHECK STOPS, 1/4 �/4 - - SYMMONS #5-200A SHUT OFF VALVE & THERMOMETER. WH -8 WATER HEATER - ELECTRIC, SHELF MOUNTED, 20GAL 3/4 3/4 _ - A.O. SMITH #ELSE -20 STORAGE, 3000 WATT ELEMENT, 208V., 10, ENERGY SAVER MIXING VALVE - THERMOSTATICALLY CONTROLLED, TEMPERATURE MV -B AND PRESSURE COMPENSATED, WITH UNIONS, CHECK STOPS, 3/4 3/4 - - SYMMONS #5-40OA SHUT OFF VALVE & THERMOMETER. FLOOR DRAIN - CAST IRON, POUSHED NICKEL - FD -A BRONZE ROUND FLAT STRAINER, PROVIDE WITH "' SIZE - J.R. SMITH #2005 7200 SERIES DEEP SEAL P -TRAP. FLOOR DRAIN - NICKEL UNE FO -B ROUND FLAT STRAINER,I PROVIDEK _ - SIZE _ J.R. SMITH #2005 7200 SERIES DEEP SEAL P -TRAP. TD -A TRENCH DRAIN - COMPOSITE, PRE -SLOPED. - - 4 - ZURN #Z -886 -HD HEAVY DUTY GRATE. 16 FEET LONG HD HUB DRAIN - PROVIDE WITH P -TRAP AND REMOVABLE BRASS PLUG - -- 4 - ZURN #ZN-1400-BP ELECTRIC WATER COOLER - STAINLESS STEEL TOP, BARRIER FREE EWC-11-1 STYLE, TOUCH PADS. PROVIDE P -TRAP, SUPPUES AND STOPS. - '/2 1'/2 11/2 OASIS #PRAM MOUNT PER ADA REQUIREMENTS AT +34'/2" A.F.F. TO BUBBLER. WB -1 WASHER UTILTIY BOX 3/4 3/4 2 2 GUY GRAY #T200 RPZBP REDUCED PRESSURE ZONE BACKFLOW PREVENTER - _ 1 _ - WILKINS #975XL MAKE AND MODEL AS APPROVED BY THE IND. DEPT. OF HEALTH. FREEZE PROOF HOSE BIB - WALL MOUNTED, FPHB CAST BRONZE VALVE, CHROME PLATED FACE PLATE, - 3/4 - - J.R. SMITH #5609QT INTEGRAL VACUUM BREAKER. HB -A HOSE BIB - CHROME PLATED, CAST BRASS VALVE - 3/4 - - CHICAGO #7 EW -1 EYE WASH - GREEN ABS PLASTIC BOWL QUAL HEADS, _ +/2 _ 1% HAWS #7260BT WALL MOUNTED, P -TRAP, MOUNTING BRACKET CO FLOOR CLEAN OUT - ROUND SCORIATED NICKEL BRONZE TOP, _ _ UNE _ J.R. SMITH #4031 BRONZE PLUG AND GASKET. SIZE OS -1 OIL INTERCEPTOR - 1,000 GAL, CONCRETE. HEAVY _ - 4 _ HARTFORD CONCRETE PRODUCTS DUTY FRAME AND COVER EAST JORDAN IRON WORKS #1490, #1130 SAND INTERCEPTOR - 120 GAL CAPACITY, 50 GPM FLOW, SI -1 SOUD HEAVY DUTY DIAMOND PLATE COVER - - 4 - J.R. SMITH #8811-50 uiA-rrr% u • u, NOTE: PROVIDE VERTICAL UNISTRUT SUPPORT FROM FLOOR TO ROOF STEEL FOR C.A. DROPS NOT SUPPORTED AT WALL OR COLUMN. GOLD WATER DROP A I TH FREEZE PROOF H5 DET, I L D 2 NOT TO 50ALE P301 3/4" Iu•rrn . Au _ 0 .NOTE: PROVIDE VERTICAL UNISTRUT SUPPORT FROM FLOOR TO ROOF STEEL FOR C.A. DROPS NOT SUPPORTED AT WALL OR COLUMN. GOLD WATER DROP DET, I L D 1 NOT TO SCALE P301 L.) A 0 a N CL -1 J Q Z <_i Q ao 1! < z aD I m co i~ v Z w 0 F+M L H' w;0 n V e� --L Cal o FAN • QW� w C E--4 IND 041!4 Ztl ttl H � A x Stamp: �tttulun��, No. 13968 a E STATE �4=� /NO NAI- A Issue: Issue: CONSTRUCTION DOCUMENTS Date: 8-117-01 Project No.: KI4160 File No.: 01055F501.01N Sheet: -mv I L, TQ—_... 1 I LIGHT FIXTURE SCHEDULE TYPE MANUFACTURER LNAo. LAMP TYPE VOLTS MOUNTING DESCRIPTION HUBBELL 807TOM OF 4' FLUORESCENT INDUSTRIAL WITH 'F1' METALUX 2 F32/T8/35K 120 FIXTURE STEEL HOUSING AND REFLECTOR. DAY-BRITE +12'-0" U.N.O. BAKED WHITE ENAMEL FlNISH. PROVIDE LITHONIA #EJ 2 32 120 GEB WITH WIRE GUARD. HUBBELL 15"x4' FLUORESCENT WRAP AROUND 'F2' METALUX 3 F32/T8/35K 120 SURFACE WITH STEEL HOUSING AND DOOR FRAME. DAY—BRITE COLING BAKED WHITE ENAMEL FINISH. LITHONIA #LB 3 32 120 GEB 'M1' G.E. LUMARK 1 M175/U 120 BOTTOM OF H.I.D. LOW BAY IN WRESTLING AREA DAY-BRITE 81-0 +118-0 WITH ALUMINUM HOUSING AND REFLECTOR. LITHONIA # TXR 175M PA22GLE 120 DUAL -LITE L.E.D. EXIT SIGN WITH WHITE 'E1 1 SURE-LITES - LEO 120 WALL/CEILING HOUSING AND GREEN LETTERS. CEILING OR WALL MOUNT AS SHOWN ENERGY -LITE LITHONIA #LQM S -W -G -120 -ELN ON PLAN. HUBBELLRUGGED, SEE ARCH'S CORROSION -RESISTANT DIECAST 'W1' LUMARK _ TWH 250M 120 ELEVATIONS ALUMINUM HOUSING. DAY-BRITE REFLECTOR. DARK BRONZE FINISH. LITHONIA #TWH 250M 120 SCWA cu N k 'M_1' r l h i 1_1 C u�: Ud\ m' DETERMINED IN THE FIELD. Y 5 2"C. FOI TELEPHO SERVICE o,__.,r. MAINS: 600 AMP MAIN BREAKER: 600 AMP Z LOAD SERVED NOTES MAIN: MAIN LUG ONLY VOLTAGE: 120/208 SIZE MDP -1 3 PANEL TV PANEL 'SP1" ACCU-1 BUS: COPPER AMPS: 225 AMPS: 225 200 J PANEL "P1" MDP -3 3 MOUNTING: SURFACE PHASE: 3 PHASE: 3 MDP -4 3 200 SPACE LOCATION: LOCKER/BREAKROOM WIRE: 4 WIRE: 4 REMARKS 100 20 AMP <LOAD {KW)> REMARKS REMARKS <LOAD (KW)> CIR, 1 POLE LIGHT REC. HEAT A/C EQUIP. OTHER NO. U.O.N. CIR. N0. OTHER EQUIP. A/C HEAT REC. LIGHT SPARE 1 20 4 3.0 2 WH -B SPARE SPARE1 3 6 .7 EF -1 SPARE SPARE 5 8 3 ,8 AWH-2 EF -2 LIGHTING 1.0 1.4 7 1.2 6 OVERHEAD DOOR AWH-1 LIGHTING .8 9 10 1.2 8 OVERHEAD DOOR OVERHEAD DOOR LIGHTING .8 1.2 11 12 g 10 1,0 RECEPTACLE OVERHEAD DOOR LIGHTING 1.2 1.2 13 14 12 1.0 RECEPTACLE OVERHEAD ODOR 1.4 1.2 15 16 WATER COOLER RECEPTACLE 1.0 17 18 .5 1.0 8,3 REFRIGERATOR RECEPTACLE 1.0 19 20 17 18 1.0 RECEPTACLE RECEPTACLE 1.0 21 22 1.2 19 1.4 RECEPTACLE RECEPTACLE 1.0 T.T.B RECEPTACLE 23 24 .5 1.0 RECEPTACLE RECEPTACLE 1.4 COFFEE RECEPTACLE 25 26 .4 1.0 RECEPTACLE RECEPTACLE 1.0 1.0 27 28 .8 1.0 RECEPTACLE RECEPTACLE 1.0 26 Zg 30 RECEPTACLE 10 RECEPTACLE RECEPTACLE 1.0 28 31 32 RECEPTACLE . AWH-3 WH -A 29 30 1.5 33 34 ,8 SPARE SPARE 31 32 35 36 SPACE SPACE 33 34 37 38 SPACE SPACE 35 36 4� 40 SPACE SPACE 37 38 SPACE 42 -Fl -.6 8.0 6.5 CONNECTED LOAD (KW) 7.6 8.0 .8 6.5 0.0 6.5 DEMAND LOAD (KW) 7.6 0.0 6.5 LEGEND TOTAL DEMAND (KW) CONNECTED LOAD FEEDER 13.5 3.0 6.1 CALCULATED t = 1 POLE LIGHT REC. HEAT A/C EQUIP. OTHER TOTAL FED FROM: WIRE SIZE: TOTAL DEMAND AMPS= 75± .-. = 1 POLE 2 POLE 13.0 REC. HEAT 14.1 EQUIP.10THER1 27.1 - 2 POLE CONDUIT: TOTAL DEMAND AMPS= 108± 11.3 = 3 POLE 21.2 38.7 = = 3 POLE CONDUIT: 2"C. FOI TELEPHO SERVICE o,__.,r. MAIN DISTRIBUTION PANEL "MDP• 208/12Ov., 3 PH., 4 VII. MAINS: 600 AMP MAIN BREAKER: 600 AMP Z LOAD SERVED NOTES MAIN: MAIN LUG ONLY VOLTAGE: 120/208 SIZE MDP -1 3 200 PANEL 'SP1" ACCU-1 BUS: COPPER AMPS: 225 200 J PANEL "P1" MDP -3 3 200 MOUNTING: SURFACE PHASE: 3 MDP -4 3 200 SPACE LOCATION: LOCKER/BREAKROOM WIRE: 4 REMARKS 100 <LOAD (KW) 20 AMP 1 POLE CIR. <LOAD IOTHER (KW)> REMARKS SPACE LIGHT REC. HEAT A/C CIR. EQUIP. OTHER NO. U.O.N. NO. EQUIP. A/C HEAT REC. LIGHT 2 SPARE SPARE1 SPARE SPARE 3 4 1.1 LIGHTING LIGHTING 1.0 5 6 1.2 LIGHTING LIGHTING .8 7 8 1.8 LIGHTING LIGHTING .8 g 10 0.6 LIGHTING LIGHTING 1.2 11 12 1.4 LIGHTING LIGHTING 1.4 13 14 5,0 15 30 50 16 8,3 RECEPTACLE DRYER 17 18 WASHER 1.2 19 20 1.6 MICROWAVE T.T.B RECEPTACLE .5 21 22 1.6 COFFEE RECEPTACLE RECEPTACLE .4 23 24 1.0 1.0 RECEPTACLE RECEPTACLE .8 25 26 1.0 RECEPTACLE RECEPTACLE 1.0 27 28 1.0 RECEPTACLE RECEPTACLE 1.0 29 30 1.0 F.A.C.P. SECURITY 1.0 31 32 SPARE SPARE 33 34 SPARE SPARE 35 36 SPACE SPACE 37 38 SPACE SPACE 3g 40 SPACE SPACE 41 42 5.2 3.2 7.7 1 CONNECTED LOAD (KW) 13.5 3.0 6.1 5.2 3.2 7.7 DEMAND LOAD (KW) 13.5 3.0 6.1 LEGEND TOTAL DEMAND (KW) FEEDER CALCULATED t .-. = 1 POLE 2 POLE LIGHT REC. HEAT I A/C EQUIP.10THER1 TOTAL FED FROM: WIRE SIZE: TOTAL DEMAND AMPS= 108± 11.3 6.2 21.2 38.7 = = 3 POLE CONDUIT: MAIN DISTRIBUTION PANEL "MDP• 208/12Ov., 3 PH., 4 VII. MAINS: 600 AMP MAIN BREAKER: 600 AMP Z LOAD SERVED NOTES pESIG. POLES SIZE MDP -1 3 200 ACCU-1 W MAIN DISTRIBUTION PANEL "MDP• 208/12Ov., 3 PH., 4 VII. MAINS: 600 AMP MAIN BREAKER: 600 AMP BRANCH BREAKER LOAD SERVED NOTES pESIG. POLES SIZE MDP -1 3 200 ACCU-1 MDP -2 3 200 J PANEL "P1" MDP -3 3 200 PANEL "P2". MDP -4 3 200 SPACE MDP -5 3 100 SPACE MDP -6"[::j: Z 100 SPACE 0 U GENERAL NOTES A. ALL 120V., 20 AMP CIRCUITS OVER 100'. IN LENGTH SHALL BE #10 AWG. B. CONDUIT SYSTEM SHALL BE EMT ABOVE MAIN LEVEL CEILING. AND FOR BRANCH CIRCUITS. ALL DEVICES AND WIRING SHALL BE SURFACED MOUNTED. ALL HOMERUNS TO THE PANEL SHALL BE EMT CONDUIT. C. CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES TO AVOID CONFLICTS OF SPACE. 0. CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL DEVICES WITH ALL OTHER TRADES PRIOR TO ROUGH -IN. EXACT LOCATION TO BE DETERMINED IN THE FIELD. E. REFER TO SHEET E301 FOR SYMBOLS AND DETAILS. R I IN S. IDUIT i PER NEC RISER IPIACAAM 50ALE: NONE (4#350MCM11 #3,3 1/2"C.) TRANSFORMER b .l M v z w W V Ca C� N w o O- � A� od wV4 -A0 O 0-4 IL V L)W ILI P4 • +0 M � D_ A 0 Stamp: ,�t>>tttiituy��i OBERC/ -� No. 13968 c LIJ 70 STATE OF �NA%-_t�-�1A,kz Issue: STATE 5UE3MI TIAL Date: 6-14-01 Project No.: i<Iq(00 File No.: 01055E201.DV Sheet: W >. Z • Z W J Z Z U LiW O • 0 U GENERAL NOTES A. ALL 120V., 20 AMP CIRCUITS OVER 100'. IN LENGTH SHALL BE #10 AWG. B. CONDUIT SYSTEM SHALL BE EMT ABOVE MAIN LEVEL CEILING. AND FOR BRANCH CIRCUITS. ALL DEVICES AND WIRING SHALL BE SURFACED MOUNTED. ALL HOMERUNS TO THE PANEL SHALL BE EMT CONDUIT. C. CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES TO AVOID CONFLICTS OF SPACE. 0. CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL DEVICES WITH ALL OTHER TRADES PRIOR TO ROUGH -IN. EXACT LOCATION TO BE DETERMINED IN THE FIELD. E. REFER TO SHEET E301 FOR SYMBOLS AND DETAILS. R I IN S. IDUIT i PER NEC RISER IPIACAAM 50ALE: NONE (4#350MCM11 #3,3 1/2"C.) TRANSFORMER b .l M v z w W V Ca C� N w o O- � A� od wV4 -A0 O 0-4 IL V L)W ILI P4 • +0 M � D_ A 0 Stamp: ,�t>>tttiituy��i OBERC/ -� No. 13968 c LIJ 70 STATE OF �NA%-_t�-�1A,kz Issue: STATE 5UE3MI TIAL Date: 6-14-01 Project No.: i<Iq(00 File No.: 01055E201.DV Sheet: 42" WATERPROOF DOUBLE BOX WITH STAINLESS STEEL COVER PLATE FOR SPECIAL PURPOSE HUBBELL #9450A RECEPTACLE W/ #7777A WP COVER. REFER TO PANEL SCHEDULE FOR GFCI BREAKER SIZE SEE SHEET E201. TS 3X3X1/8 FINISHED GRADE 1-3/4" CONDUIT 12" WATERPROOF PEDESTAL RECEPTACLE NO SCALE PANEL DESIGNATION GROUND CONDUCTOR(S) (IF USED) PHASE CONDUCTOR(S) NEUTRAL CONDUCTOR(S) SWITCH LEG OR GO-BETWEEN ALL CONDUCTORS #12 AWG AL1 -1,3,5 OTHERWISE NOTED ALL CONDUIT 3/4" UNLESS OTHERWISE NOTED CIRCUIT NO. DESIGNATION NOTES: 1. #12 AWG IS MIN. CONDUCTOR SIZE EXCEPT AS NOTED. 2. 3/4" CONDUIT IS MIN. SIZE EXCEPT AS CAPACITY PERMITTING 24 VOLT CONTROL CONDUCTORS AND SWITCHLEGS MAY BE IN 1/2- SIZE, OTHERS AS NOTED. 3. 1/2" IS MIN. FLEXSTEEL, GREENFIELD AND SEAUTE SIZE. KEY TO ELECTRICAL CIRCUIT WIRING NO SCALE CONDUIT SIZE AS REQUIRED -L- LENGTH DETERMINED BY MOUNTING HEIGHT SUPPORT STRUCI CHANNEL SUPPORT LIKE "UNI -STRUT" OR EQUAL BY E.C. SUPPORTED FROM CONDUIT CLAMP STRUCTURAL STEEL 0 -JUNCTION BOX SHALL BE SUPPORTED FROM THE CHANNEL SUPPORT OR DIRECTLY FROM STRUCTURAL STEEL AS REQUIRED BY THE LOCATION OF THE LIGHT FIXTURE SAFETY CABLE SHALL BE ATTACHED TO CHANNEL SUPPORT OR STRUCTURAL STEEL BALLAST REFLECTOR LOW BAY LIGHT FIXTURE TYPICAL MOUNTING DETAIL NO SCALE CUPS )NDUIT CUPS "'*`—UNISTRUT CHANNEL .TO SUPPORT 40OX OF CONDUIT WEIGHT 2' AND SMALLER CONDUIT SUPPORT DETAIL NO SCALE CONDUIT BY E.C. STEPPED PVC BOOT BY E.C.-----,j STAINLESS STEEL CLAMPS BY E.C. ROOFING ( I �-- SPUN ALUMINUM FLASHING j BASE BY E.C. 110 BUILT-UP I ROOF DECK -0' �' CONDUIT BY E.C. , TYPICAL ROOF PENETRATION NO SCALE v A wrrr�rrrn a .5 a IL Q 0 J 1a Z to iu a- m< � � Q z d+ 0 I co co r` ELECTRICAL SYMBOL LEGEND LIGHTING I FIRE AND COMMUNICATION wri 4' FLUORESCENT LIGHT FIXTURE 10 FIRE ALARM PULL STATION Nq4' FLUORESCENT LIGHT FIXTURE WITH ONE BATTERY INVERTER PACK BALLAST (SWITCHED). THE OTHER 01 COMBINATION FIRE ALARM PULL STATION/HORN/STROBE w�0 M BALLAST TO BE SWITCHED M ~0-4� C 4' LONG FLUORESCENT STRIP LIGHT FIXTURE ® COMBINATION FIRE ALARM HORN/STROBE rn E-+ p= 4' FLUORESCENT STRIP LIGHT WITH A BATTERY D FIRE ALARM STROBE LIGHT NL INVERTER PACK BALLAST (SWITCHED). v �Aq O 0 H.I.D. DOWNLIGHT FIXTURE 0� FIRE ALARM SMOKE DETECTOR F� WALL MOUNTED EXIT SIGN F.A.P. © FIRE ALARM PANEL SWITCHES T. TELEPHONE TERMINAL BOARD File No.: 01055E501.DW Sheet: SINGLE POLE SWITCH ,TELEPHONE OUTLET LOCATION, 3/4" CONDUIT WITH PULLWIRE TO ABOVE ACCESSIBLE CEILING $p SINGLE POLE SWITCH WITH PILOT LIGHT CIRCUITING FUSABLE SWITCH CONDUIT SYSTEM CONCEALED ABOVE CEILING (� DISCONNECT SWITCH. SURFACE MOUNTED CONDUIT SYSTEM POWER — — — CONDUIT SYSTEM UNDER FLOOR � DUPLEX RECEPTACLE HOMERUN. CONDUIT SYSTEM TO PANEL AS NOTED ON DRAWINGS zo QUAD RECEPTACLE Q JUNCTION BOX GROUND FAULT INTERUPT RECEPTACLE 0-- CONDUIT UP AWP WEATHERPROOF, GROUND FAULT INTERUPT RECEPTACLE �— CONDUIT DOWN it SPECIAL PURPOSE RECEPTACLE AS NOTED ON DRAWINGS NOTE: NOT ALL SYMBOLS USTED ABOVE ARE SHOWN ON PLANS. THE SYMBOL LEGEND IS USED FOR REFERENCE OF SYMBOLS ® 208/12OV. PANEL BOARD SHOWN ON PLANS. SEE SPECIFICATIONS FOR INFORMATION RELATED TO SYMBOLS. Q MOTOR CONNECTION 42" WATERPROOF DOUBLE BOX WITH STAINLESS STEEL COVER PLATE FOR SPECIAL PURPOSE HUBBELL #9450A RECEPTACLE W/ #7777A WP COVER. REFER TO PANEL SCHEDULE FOR GFCI BREAKER SIZE SEE SHEET E201. TS 3X3X1/8 FINISHED GRADE 1-3/4" CONDUIT 12" WATERPROOF PEDESTAL RECEPTACLE NO SCALE PANEL DESIGNATION GROUND CONDUCTOR(S) (IF USED) PHASE CONDUCTOR(S) NEUTRAL CONDUCTOR(S) SWITCH LEG OR GO-BETWEEN ALL CONDUCTORS #12 AWG AL1 -1,3,5 OTHERWISE NOTED ALL CONDUIT 3/4" UNLESS OTHERWISE NOTED CIRCUIT NO. DESIGNATION NOTES: 1. #12 AWG IS MIN. CONDUCTOR SIZE EXCEPT AS NOTED. 2. 3/4" CONDUIT IS MIN. SIZE EXCEPT AS CAPACITY PERMITTING 24 VOLT CONTROL CONDUCTORS AND SWITCHLEGS MAY BE IN 1/2- SIZE, OTHERS AS NOTED. 3. 1/2" IS MIN. FLEXSTEEL, GREENFIELD AND SEAUTE SIZE. KEY TO ELECTRICAL CIRCUIT WIRING NO SCALE CONDUIT SIZE AS REQUIRED -L- LENGTH DETERMINED BY MOUNTING HEIGHT SUPPORT STRUCI CHANNEL SUPPORT LIKE "UNI -STRUT" OR EQUAL BY E.C. SUPPORTED FROM CONDUIT CLAMP STRUCTURAL STEEL 0 -JUNCTION BOX SHALL BE SUPPORTED FROM THE CHANNEL SUPPORT OR DIRECTLY FROM STRUCTURAL STEEL AS REQUIRED BY THE LOCATION OF THE LIGHT FIXTURE SAFETY CABLE SHALL BE ATTACHED TO CHANNEL SUPPORT OR STRUCTURAL STEEL BALLAST REFLECTOR LOW BAY LIGHT FIXTURE TYPICAL MOUNTING DETAIL NO SCALE CUPS )NDUIT CUPS "'*`—UNISTRUT CHANNEL .TO SUPPORT 40OX OF CONDUIT WEIGHT 2' AND SMALLER CONDUIT SUPPORT DETAIL NO SCALE CONDUIT BY E.C. STEPPED PVC BOOT BY E.C.-----,j STAINLESS STEEL CLAMPS BY E.C. ROOFING ( I �-- SPUN ALUMINUM FLASHING j BASE BY E.C. 110 BUILT-UP I ROOF DECK -0' �' CONDUIT BY E.C. , TYPICAL ROOF PENETRATION NO SCALE v A wrrr�rrrn a .5 a IL Q 0 J 1a Z to iu a- m< � � Q z d+ 0 I co co r` Z tLl I wri M 0 E, w w�0 o a Ha 9 M ~0-4� rn E-+ v til v �Aq O Stamp: `�0�� �yfi1S7ER� • vii i -o No. 13968 x = STATE LJ Issue: CONSTRUCTION DOCUMENTS Date: 8-17-01 Project No.: K14160 File No.: 01055E501.DW Sheet: :y