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HomeMy WebLinkAbout5350 Gall Blvd (2)• PROJECT NUMBER: 1*2418 PROJECT: 5350 CALL BLVD. ZEPNYRNILLS, FLORIDA 33541 DATE: 3/7/96 INDEX TO DRAWINGS 65W LEFT rL,-iR�j ASI �i T� Tu,RAL SPECi�ICAT i,r1 MI MECHANICAL PLfJ �!-��i,�F P�`ArJ AS4 A'�CH�T�CTUR;^L SPECI�I AT' ��JS MSI MECHANICAL SPE'�iFICATIDNS .�.� i rKli'� ELE'vATI it � ASS AR� H'T-CTUR�! SPECIr ICAT� �rJ � MSS MECHANICAL SPE �'�ICATI��INS T R! iR �LEVATI f�� AS6 PRO HuTE TURAL SPECIFICATI %rJS �� . _' SECTIiI'JS AS ARCHITECTURAL SPECiFiCAT�-N;� � Ei PDWER PLAN EI NEiN Plr'W`R PL.� ti �• A'L_L SE'�TI'1� AS'� �;�,-N T��TC;,R.� SPECi�I AT �-NS E2 UNrERC,!'Uf�T�R PiW,�R i �-XTER'�R J~TA''L� ASIi' �.�C~�'TECTU�H� SPECK=1CATi�,�1� E2 ! uNDE�CI��UNTFr'� CaT� E?�TERIIR DETA ! S E� LIGHTING P'�AN 5�FFIT � STI��REFRrN� PLArJS SI F�iIUfJCaTIi1N PLAN E4 LIGHTING ELECTRICAL DETAILS S T 11- 11 REF'RirJT ELE'v'AT '�JS SI I C�N�'JIT L�IUAT;iN PLAN EJ ALARM PHfJE ETAI'I S ST��REFRr1T E,I ALARM K.E �' A�CETAILS rJTER'I�R � ��T i'N� S� F ii fJ �ATi�DN DET% IL � I S E6 PANEL S�.NE �i LE NTERI�R ���',AT �rJ- SSA F,ii fjr.�TI�N DETAIU� `�' E PANEL GETA�LS RESTRDIiM FLAN E ,�'� SCHED � � ., � S4 R�'�F�AMIN,, PLAN !,���R �LEV �E�A��5 SCHED S5 FRAMING CETAILS ESI ELECTRICA� SPECIFICATIDf�1S L, :, �� 1 S6 FRAMING CETAIL ES2 ELECTRICAL SPECIFICATIONS • � SN PYLON SIGN ALL DESIGNS, DRAWNGS, PLANS AND SPECIFICAIIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF AUTOZONI JC PROJECTS, ANY REP70DUCTION IS PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF AUTOZONE. WRITTEN DIMENSIONS ON THIS j CU TUNS ON THE .OB SITE. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION r RCV1 THE DIMENSIONS AND CONDITIONS SHOWN BY DR/ I L OR AFTER Till ',PPLICATION OF SAID DRAWINGS AS A GUIDELINE FOR ACTUAL CONSTRUCTION. USE IS i IMITED SPECIFICALLY TO SAID PROPERTY. 'OSSESSION OF PIANS DOES NOT AUTHORIZE USE OF SAVE FOR CONSTRUCT'G\ OF OTHER RAWINGS SHALL r,AVE PRECEDENCE OVER SCALED D VENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR AIL D V=N'SIONS AND !NC& NEITH'-R AUTOZONE, INC. NOR THE DESIG\=RS RESPONSI9�_E FOR THE DRAWINGS HEREIN WILL ASSUME LIABILITY FOR MIS,+APS BEFORE, ® Copy,1q,t 1993 MOLNr 1-105� f31D IN CI;mR OF TOP 12" BLOCK (TYPICAL) 24" FROM CO"IZ — U BLOCK LINTM5. Gim TWO COUR%5 SOUP WITH 2 # 5's UP AND 8" MAIM4 EAON eW `o MFF-R TO 94�Ef 51 FOR POOR LOCATION5. of to co I N N M I I M NM: 1. mFe R TO 5tm PLAN FOR ALL FIN15MV aZAM5. r 2. IMMIZ TO 5fRUCTURAL 5iEPT 51 FOR FOUNDATION PIMEN510195. 3. RPFRR TO CIVIL MfAIL5 FOR SIDEWALK ANP BOU-W LOCATION5. 4. APPLY 6" 26 GA 5HEEf IWPM 5 IP TO FACV OF 5ftV TO ALL EXTERIOR WALL5 EXCEPT AT TOUf5. MOT1f CPMR OF 5fiZ1P 90" A.F.F. 1/ 2" X 4' X 8' PLYWOOD FROM FLOOR fO 4' -0" A.F.F. APPLY DIRECTLY OVER 5HEETROCK U51NG CON5TRUCT10N A1W5M WITH 5CMW5. 95'-4" 32'-4" UPAN510N JOINT Do 2 in 4 5/9' l� Cl Icn 24'-7" 27'-4" EW I 00 to V-7. 1 30'-8" COLUMN 20'-6" -1 - - - AAf G J Ais L 6'-0" 3'-4" 23'-0" 34'-5" 5Tw WALI. At awoz 92'-6 INSIDE ANISH WALL TO INSIDE ANISH WALL NOTE: Vwf1CAL mwomm ( TYPICAL) ONE # 5 VI;Rf. a 32"O.C. - 51M ANP MM WA A-5 ONE # 5 VF.tzf. AT &L JA AP5 .TWO # 5 VWY. a 24" O.C. C F UNT WALL OWY) 51X # 5,15 VW. Q MLA9MR C FRONT WALL) A.L. CUU.5 W/ WINFOa M TO M C ROUTP 501.IP - HORIZONfA . WINFOMINO TYPICAL PIR-A-ML ALTI "lf, BLOCK COJM5 BOND MAM5 - TWO #5'5 CONIINJOLI5 (5M WALL 5eCTION5 ANP WA1L5 FOR LOCA110195) 1 V-4" MFW TO 5TORxFRONf MMAL5 ANP MZVATION5 At6 FOR FIXAG'f PIMMSI". 50'-7" 1'-5" 14'-6 7 1& 1 � 411)(41, "X4" COLUMN 22'-4" 95'-4" IT-0" 17'-4" 411x4" COLUMN MOW H05F- 618 IN aNIVIZ OF TOP 12" PLOCK (TYPICAL) 24" FROM CORMIZ NOT: M IMAT 501, L9�iZ 5t-M ANC) 5 ff-FT MYONt2 SLAB r iz j eFMtM5.1MAI MJ;N1' SHALL COMPLY WI1 i ALL AI mlCMLe COM5. r- Ln o co co I 1 4m ` o 0 Q' '" Mo Z co W '"' (L N 0 a J III WZ OR 1- co) Q >c(N W -1_j 73U_ �m W J _J Q= Z Nnw x t11 N JX O O FI." 4 REVISION Q 1. N 2 N M € 3. n 4. ARCHfiECf: o DR4-IWMAN: s CHECKED BY- t 6 1/31/96 65W LEFT K Al 1S \ O-Vi 1 FIXM5 5NOVNJ ARE FU N15Mt7 MV IN5fALLEV DY OWNeR. t2IMEN51ON5 5HOW4 Ate CLEAR AJ5LE t2IMEN51ON5. ® INDICATE5 LOCAflON OF SLD. ADC FM EX7INM5FER DY OM ER MOINnN6 WAGKEt Ff la-W At 4' -6" ADOVE F INI5Wt2 FLOOR. ARCHITECTURAL DIMENSION PLAN ( SET-UP PLAN ISSUE 01/30/96 �n o _ 00 00 U 1 1 Lo Lo O ` cm c" 0 WT "' L N_ 0= J a W� W� WZ ix x N_ 02 i If-^ VI tD QLn cc\ W U_ O �= Z rz 0- NmW W a t11 N 5 G X IL REVISION Q N 2. 6a N M -"-DI/31/96 65W LEFT A2 0 I cn 00 AL 5 All 9' —0" 30'-8" 4 30'-8" GALVANI M19 GUffek 5ee 5MC5. t fl 1 / 4" MR 1' -0" (11"C&) 2" WIM .040 GA. ALUMINUM STRAP' W/ 1 / 2" 12IA. HOLE FOR BLAGK FLAG TE5 e BLACKS 30'-8" 1'-4" o ItRN BACK 5RZAP ANV POWWOW j 01/Et� IANIG � 1 / 2" # 2 WALL 2" >< 5w. MTL. SGt.-W �� , 5I1Z P TO WRAF' ROOF HATCH UN12t=1Z COPING I'll o tZ01� 5� 0� pAtZAi'�T ❑❑ NO SCALE ITS DET—A05A ❑ I METAL STRAP 0 PARAPET BY c.c. TX TX 1/ 2" WA "AI75 --❑ ❑ ❑ IN121CATB5 LINS OF ❑ 12" BLOCK BLOW El IF:,] TN&(ip ❑&IgoEJ ❑ ❑n a❑ , 1-0, W., , -, . -- . I' � go, 128F81Z TO 51F.8'f M2 FCR ROOF CLJtZ8 WA1L5. 1 A4 9'-0" 9'-0" 9'-0" 9'-0" FR KT 9'-0" 91-T 9�0" 9'-0" MC & 511ZAF' LOCATION5 FOR FLAG IT5 — 5M MfAI. 7Hi5 5Wel' C1,1 r 9'-0° EQUAL NHS: 1. ALL CRUM fO M 3" Hai At IM CF-NT R OF eACH WOF O'BNING LOCAir-P At" H16H 51M OF ANY ROOF OPFNING. SLOPE L90M WAW ARO" ROOF OPMNIN65. 2. ALL ROOF WALKFA05 ( 2' X 2' X 1 / 2") AdfO BE WITHdN 2" OF EACH WAC ROOF CURB ALL OTHEIZ WALKPAF25 W BE 5PAaI2 2' -6" ON CENT IZ. 3. 5Fe ROOFING 5PECIFICATION5 FOR A17t7 WN& INFORMATION. 4. MFEIZ fO ROOF FRAMING PLAN FOR LOCATION OF M' 5 (ROOF f0P UNtf5) . .n o co rn I I � rn rn co co �M Zo 00 w IL ai 0= CL ` W w w' o� wZ N_ 02 NS Q c�1 } cc\ ul �LL o� mJ Q� � ON W � u LIN N O 01/31/96 �1A .x WALL. FLASHING TO TOP OF WALL-\ <E.I.F.SJ EXTEi21oR IN5U.A110N AN7 FINISH 5Y5fEM. FIFER TO 5MCIFICAT10N5-\ 4 MIL VAPOR BAWWI ' R-13IN5U.ATiON i SIM. \ 61AAETN.5fL.f75 16" ON CWNTER5 16 GAUGE INFER To DETAL 2 5HMf AB FOR /V7t71tlONIAL NOM5 FIN15HEP FLOOR ELEVATION W MR TO SITE PLAN 2" X 8" WOOD KAL F,R WALL FLA5HIN6 TO 41, COpm TOP OF WALL 4" CANT". 51MP POW PLY M LT UP (E.I.F.5.) EXTERIOR ROOPING 5Y51EM IN5LL-AfM AND FIN15H IN5LLA•fM 5Y5TEM R-19 SYSTEM. F MR TO SPECIPICAlIICAT10N5 METAL, DECK AND J015T 4 MFL VAPOR PAM FUFm5Fry BY Ov"R R-13 W5U-AT10N -\ 'p I �� -- —•---- t •.1 :� is •''' wu ::. iliv::l.•m' © , \--- �. �� p� • 4L;1 . / / 5 •�V5 M nmVA6FORMER5 : / Rua iii' / i ' .. , ��� • CENTM TOM - Il� 0, :1 ,- , /1. Him / • / . - • MLR! Lrmiie!2,4 NOTE: REFER TO FOUNDATION PLAN MID FOLWDATION DETAIL5 FOR ACTUAL, FOOTING CONDmON5. 3/8' = V-0.. 3 1 WALL SECT ION 2" X 8" WOOD NAILER i[,lN5LLATlON " COPING 4" CANT. STRIP Ol 12PLY BULT L.P ROOFING 5Y5fEM r 5Y51EM R-19 METAL DECK MID J015f PLJNl5Wt7 BYOVMIZ JOI5f SEAT ts7-J015T GM7ER II CENTER ALONG WALL CON11NUOL15 18" Hai ACCE55 PALL FOR ACCE55 TO NEON INFER TO DETAIL 2 5IMET AJ 5 5fOWFROW — A AZING 5Y5 m / NMI FIN15WI2 FLOOR ELEVATION WFER TO SITE PLAN NOT: WFER TO FOUWATION PLAN JV.�CUWATION DETAIL5 FOR ACTUAL FOOTIN�:OWDMONS. / i SEC-A09 3/8" = 1 '-0" 2 WALL SECTION for of N MASONRY -►- 17'-6" A.P.P. h r- 8" CAD POW BEAM W/ TWO # 5' 5 COW. � . JOIST BEAtZING�_ SEVEN COURSES SINGLE SCORE BLOCK. RECESS BLOCKS 3/4" 4 2" X 8" WOOD NAILER ` 10 1, COPING WALL FLASHING TO TOP of WALL 4" CANT. STRIP FOLR PLY PuLf up �ROOPWG SYSTEM INSLLATION 5Y5fEM METH- t7EC-K My JOIST FL J"5HE17 8Y OI AP VF� VOW BEAM PLUMB 5TL175 TIGHT TO MOM 8" C.M.U. DOW BEAM W/ TWO #5's CONTIM.IOLIS ';•i i n3m FN5wt7 FLOM • :;. . POW i // /--, .. 8 -.. , / / / • I ;•:WALL YAlH / - •'41 -01, / ;./ ".. I ;•; 55 . , / W/ 41lx6ll)oa6l, CI•IAMFER WCE =d 8'2"6"` SPI.KFAa co FWI5HW FLOOR o ELEVATION REFER I / TO 5tm PLAN N 1/ 2" GYF5LIAA BOARD t•IANG HORIZONTALLY 1/8" VWYL COMPO5110N FLOOR f" ,r-- CONCRM 5L. AB %� ✓ 2" SLAB WC55 NOTE: A9 ' ' REFER TO FOMA11ON PLAN AND FOLAIDATION DETAA- FOR ACTUAL FoonNG CONDITION5. I EC-A08 3/8" =1 '-0" SEC-A02 I WALL SECTION AT WALL HIGH SIDE U C \ 0 a IREV n L� co Iz Vo .f. d d o c W" 0= J a W' a a Wa OR co cm cc O z I "DI/31/96 65W LEFT r,i% 2" x 8" WOOP NAILPR SIM. NOM: 5PLtr FACF Paw . w C" t3FAM BLOCK C9U?5t: MLOW v, ,1 4" COPING A10 COPING C. cn WAU, PLA5WN6 TO for OP WALL 2" X 8" WOOt2 NAL.l;R PA r W&L 4" CANJr. SitZIP LOP OP MA50WY r 4-IT -6" A.P.P. I o POUBl R PLY Lf LP B�YONro FOLJR PLY BLt1Lr LP W ROOFING 5Y9MM 1 ROOPING 5Y5 EM 8" G.M.U. 5PLIr F A 10 5Mtr FACP BLOCK a. v; POW of -AM W/ O = INISU.A110N SY5?�M INSIl.A?lON 5Y511;M fWO # 5' 5 CONr. W 7 J015f O�Afz1NG ao > + 14'-2" SEVEN COURSES p ACM to Ate J015r 4" 5MOOM FAa WAL t2 a e„ C.M11. SINGLE SCORE BLOCK FLM51 et2 PY Q BLOCK ON-Y Ar /V J015t L30w BEAM W z amm LocAfm c 1H I ,s RECESS BLOCKS 3/4 0 2-1/ 2" 12 W .J015f SF.At a 8" G.M.U. BONP C fH5 t W ONLY) cn t3f;AM W/ tW0 4' SMOOIN FAGP APO'V� DOW BEAM 4" SMOOM FACB PLLW{B Stlf25 fair f0 BLOCK ,1, our]!5/ PLOCK O PRO.eGf BLOCK ro c) 81, G.M.U. Dow Bt:AAA 81, G.M.U. Pow BP.AM � < 5PI.If FALL: PLOW a (5PLtr FACE) WITH 1WO OW # 5 Vf;RL1CAL t MH fWO #5's GONi1NU0t15 GUft�R SfizAP 'MINFORGING #5s CONMUOU5 AROLM it1 AROM PULPING AT I I' -6" F 3) 1Y1'IC.AL BLLPING At I I' -6" A.P.P. 5�F SI tiff AI }can MOVE PINK FLOOR � # 5's At J2" � FOR SPACING LU ON aNTR5 -� w VeRtIC.ALLY° 5FCLM 51UP5 fO MA50N IZY O LL 3-5/ 8" MCT& 9 U25 At 16" o cn QZOUr CML5 WAIL MTN CLP ANaX5 O.G. WIM 3-I/ 2" FlMRa-A55 of 50LP 4'-0" O.G. VeRt ALLY =o o In R-13 KtZi�Fr-FAL�t7 INStLATION. 0 4" 5MOPM FACe co � 4„ sMOOM FACe J - Z 5eCLJM 5fLV5 r0 MASONRY BLOCK fO J BLOGx t0 PRO,Jt;Gr Q = O WA,. w art t CLIP ANa,�s �`' PRo.�cr 3/ �t" 3-5/ 8" A- 5f1125 At 16 41 OUr 3/ 4" U At 4 -O ON CeMMR J O.G. WI1N 5-1 / 2" FILVPLLA55 � � VBRLIGALLY. 8" 5M[r FALB R-M KRAFf-FAG>;t2 IN5LLATM 8" SPl.if PAGR :t Lo CL W G.M.U. N m W to I/ 2" GYPSUM BOA132 I/ 2" GYPSUM BOAI32 G.M.U. s ,!1 N J I•W�G I10RIZONfAU.Y 4„Y,6„Y16„ OI.00K F" t•IOR1ZOMAN 4„X6„YJ6„ PWa J WITH 4"xb"xl6„ WItN 411X,6"w6" Q 5MOOM BLOCK 4" COVE BASE °O O _ 5MO71•I BLOC?: 4" COVE MAC OiAMFM Ft2Gl; 1/8" VIM COIW O51tION 8„YJ211YI611 1/8" VINYL GOMP051t10N 81142"A6" REVISION FLOOR fl.E o 5PI.tf FAGts FLOOR Me 5Mtf FAa BLOCK O GONCRM 5LM iv PLOM CONGR-t>; SLAB N FIN15tEt7 FLOOR 2.Z 1 N MFVA11ON • 3. ,1" FINI51et2 FLOOR ���lU „ 4. 2 SLAB RF.0 55 I ; > MEVA11ON t�Fl;IZ 2" 51.AP Ia55 - � 0 El� s CT: WPM H=5 t0 5M PLM Q 32" O.G. NOM: —� 2 NM:OW _ s RI;FFR TO FaMAWN qg RMR rO FOUWA11M A9 1� ED BY. PLAN AW FOLNt2A110N PLAN ANt2 FOUWA.1GN L .�� MfAJL FOR ACML L MfAlL FOR AGtI1AL ,�•� 6 I/31/96 FOOLING GONVMON5. roowi CONt2h1 65W LEFT 3/8" = 1'-0" SEC-A42 3/8" = 1'-0" SEC-A05 A8 2 1 WALL SECTION AT LOW SIDE WALL I I WALL SE ION 3 5eE 5TRXTLR& PLM5 - - mrW TO WALL. � co Go t MfAL 4/ 53 FOR FOOTING SECTIONS 1/ 2" SI EfiZOGK %cn0N ,*V "9r GMIZ J t7EfAJL 3/ 55 AT COLUMN. 4" SMOOIN FAGS v CDP C" BLOCK TO I rRO.»;cf 3/ 4" f5 4x4 COLUMN FLU5N fo 8" CMU AVM MAIM. I I yVy� �DOW 9 X1NVIA� 116 11 t0 GWUAAN ITFER t0 WALL 5F-Cf10N5 WALL -1/ 211 O Z 1211 CMU / 8" 5 tr FAGS el �& G.M.U. Sfl t25 - I6" O.G. tL N METAL 5W FLUSH WI1N COLLWW 3-I/ 2" CHICK R-13 I 411x611�6" BL�� 0 LINE OF 8" BLOCK WMi OiAMFER E171X W ABOVE 12" BLOCK KIZAFf-FAC EV IN5LLAfI0N W NO SCALE 45' uj 3 COLUMN SECTION AT 12" BLOCK WALL 1" o N 4"W Y 6" MOCK-'1- IN51l.AfION SYSTEM FoLltZ MY PMT IF 5 ' W.FX J015t 5EAT ROOFING 5Y5SM (1W5 ENI7 ONLY) FOUR MY BLJ Lf Lf' 5,11 r?fv J015f SEAT IN51l.AfION SY51EM ROOFING 5Y9MM ( I 811 �211 �611 fH15 ENt7 OILY) 5M f FAGS J015f BEARING J015f BEARING BLOCK + 14' -211 A.F.F -+- 14' -211 Af r- J015T5 FU N5Wt2 J015f5 FLRNI� 4 7/8" 1-1 /2" =1'-0" DET-A88 `r Q BYo►nn,JER 4��4"foFAGEOF5t117 �Yowt�R �3��"f°F °FSru' 2 TYPICAL CHAMFER DETAIL W� GIRm FLJtzNI51 w G1wm FURNIsltt7 LL BY OWMR 8Y ov"R Q I FA51EN METAL 9nV 3 Z 5/ 8" METAL %Lt75 1611 O.G. f0 G1wER W CONE OF c4 a t6 GA. /1NQ.E ^� g11..1211�611 1p1 O (i tf FY Aa V � I - OF CAMR IN5Il AfI0N I VW6.1\ Ll W � `n 3 5/ 8" MEfAI. 5?LV5 -� to a1611O.G. : 'LAN J VfW NOM5 J I 1CFN.LLL55 1/ 2" izr5UM BOARt7 SAl.�S At A W/ WIAC W1 CORNER IXV ON oUr9m CORMR5 REVISION p 1/ 2" 6Yr5UM BOAW GONGW'M 5W I 0 '' o - EACH 5It7E OF WALL. p Z oZ �. 2" SLAB 55 I I I 4. a M . 11 1 / 8 VINYL COW09f ON 4" GOVE BASE , II a�nww: FLOOR fL 1on' O ,Q4 ,N15HEV s #mBY: FLOOR TU CONC�sLA3FFLOOR 5LA5 FLOOR p MrNz TO WTI, i I/al/96nXWFERCoNcmlE to 5m PLAN ELEVA110N INFER �Io_I 5�C110NS 65W LEFT fO 5tT1: PLAN 3/8" = 1 '-0" SEC—A29 3/8" = V-0" SEC—A30 1-1 /2" = V-0" DET—A87 A9 5 FURR DOWN SECTION / AT GIRDER 4 INTERIOR WALL SECTION @ GIRDER I TYPICAL WEEP HOLE DETAIL o / 9NOT:- ;, / 5HOWN EWCiaIZASP ROOF KAZH / iI iG I 'III /- ., - / , --/- - I 'II C-CWWL/ 1/ - - / /- MRfoor ♦ , ....., . _ ...... i I ./ ROOF NXE :........... ••••. C-aimmI �1 I. ............. ► WeR • III .. ��Iuna—— illl. i / 111a. �.� . / : // Or=�� ♦♦� OMIT UPUFr. REFER TO ROOF FRAMING61,•O. F HATCH ONLY WHEN s HATCH LOCATI ON IT INTERFERES WITH / : / cif W/ 6AUZ 6&VANEMP LADDERFOR 1 , 7 MFER fo G I i/ r5reCrICA11ON5 iI i/ /9I / r PCWN 5rour 5MAP5 MN. ;N -- _.:_..W&L 1 II SECTION AB JOINT DETAIL ROOF EDGE DETAIL AT LOW SIDE _ CHAMFM EDGE BLOC i •i• Ir 1�•. ;�I..:.EXPANSION Ir111•• •♦� -/' / / '// / / - - , - 1 It... - -.- : / : . / /- Aef& .. OL / . ./':/ ♦ : : / I : :/ L❖ iI �. WA,/ I i r 1 1-� / 7 1 II �.•i41, ro 5WAIHN6 ON In pea '� ' .IC..IIC..11� 1 1' •.• - IC ::: OF .. !1 411 CAW. ►. I �?♦ II IC -'r .- E126ie I S;22 X 6 16 aAa Wf&!■ ■ .���vr.��►.�lr-�.-ter.-.�-.-.-oo¢.-.-.-.- ,WITH for ♦ Roorm MOCK 1 �.' WrAL / . • - -// . .. , ., nROOF HATCH DETAIL --- --- i:E TYPICAL COPING DETAIL PA� PET DETAIL AT CANOPY Lo o r` rn 00 00 rn rn <r a- � rn rn � • M Z o ao w� JIn UJ w' oQ WZ o Q, En 02 N o 0 W" O .^�.^ V/ J �Q o 0 cqnW of s ttl N W Ill REVISION p o Z ' {• I OP r cl�c�cm er: b I/31/96 65W LEFT A10 WFIT TO IZOOF PLAN -. - r •- • • r • . ,� ,, r r ' V Mmom ► ' •, • _ wcm r ...1 O . •9fff oil mo no FF POW V_ L-m III or .•- _ COW. 11 - / 1`JIIJ°° or i LAW OF C01"M• a"' M I I n L • • G • Af /' • IN5LLAT' : I • • • • • © COPING AT CANOPY ©ROOFING SYSTEM AT COPING 1 • . G"r I L - WIH ' ililululilll //////// • - IIIlillllillli . FIAT 5focr, IIIIIIIIIIIIII �� - IIIIIIIIIIIIIII • LINIXIZ CVrMI NAUP IWO MWICI) iil ;III II II II / r UVW CtWIN6III�I. II • • ' III • . r • '•♦ r / , MMIZ • COPIN6 5PECIrICA11ON5 • • •: H-t2MMR PAR NO'.� 1/ 41, I'EGI30At37 - OR IZEmEtZ f0 WAIL MA50Nt1E (A1,11;t2NAS) 5ECfM Af _ AWt>;l2lfFWW xfVwI A14 R�H OPeNING VITIF IW" 2"INOR WAIA. �� PIXTI.ltzE 5MCIFICA110N5 EIZWON. 3 50ffIf At aA55 IN51M FACE OF H-t7MI IZ GYPSUM 60/J�17 3 4'-3" �Af 5OFtf.5.4A14j,,4'-,T — — — f01'OF ---- — — — — — -- SECTION N ��� S XtENt7Et7 3 2 8'-0" OR EQUAL SECTIONS H-nIVIt7ER PAR Al2 A10 FAIMW SHEMtt a WAU. 811 CONC1ZE11r EX7EIZIOI I'IN15H 411 TM BACK OF EX1Et OR 1/ 41, PA wt7 PE600AM 2,. '-* m,= IN�1-A110P15YS11;M FIN15H INSLLMM 5Y51W 4-4IZ" GONr�EtE 01.OAC OELOW L III 12AMMIZ FINGEIZ HOLE f "W5 PANEL ELEVATION DET-A38 1/8" = 1'-0" • 31 NEON TRANSFORMER ACCESS PANEL I I SOFFIT PLAN Nod 12" CONoam G. G. fO Pta0M 5 P t7tZAWNr,6" FEW OI m DEt,OW vwy 5f0m mm t91MM1m. - 8" C,ONG1ZEtE 3017EA= 8" CoNtam Mom 12'-1 .3 4" maz M= — IN51M SAGE OF 6'-0° aW5LYN 00AW 3 0 7 ToY7/ SfOt tZONf INSIDE FACE OF GLA55 GYPSUM 00A v 1 V-2 3 47 6'� 6716'-10 3/4" i 4 2 5 �i A13 A13 A13 A13 5'-fr L 5'-Er T-2 3/8' 11'-11 1 4' T-2 3/8" 5'-8' 5'-8' 5'-8' MATCH UNE C MATCH L►IE D 1 V-4' 22'-e 17'4" MATCH UNE D MATCH UNE A 3 A13 1/8" = 1'-0" 2 1 STOREFRONT PLAN 2 9, r- Ln o coco I I tn Lo rn rn F- o Z� W (Lck- N 0= w' �Q WZ O? U� PLN-A01 V PLN-A02V I. p:;T Ln Z I } °- C W I_' -i_j Z 0 CC co d) LL JJ W Q= 0 )- U) cv cal W � IE 1(n REVISION p O Z 2. -'bl/31/96 65W LEFT AIM" L co `o T CV 6'-0" EXTERIOR SIDE OVERALL LENGTH 1 3/4' . I I I I I to co o I b_ I ( I i t N MGM SIDE OVERALL LENGTH MATCH UNE O MATCH UNE A ,:ELEVATION 2 to 'Fo L Stot�I20Nf FN5H: mfm Mt2 FIN15H T N 1 T-C E amm SLOE ovERALL LENGTH T-6 1 4" 1 3/47 1 tY1'K:AI. vm MMA 5 (orl)I WALUP I3Y C4L. EQ AII t t I T 16'-10 3 4 INTERIOR SIDE: OVERALL LENGTH MATCH UNE A 1 ELEVATION 1 14 EXIe= OVERALL LENGTH 11'-4" 6'—Cr EXTERIOR SIDE OWRALL LENGTH 1 3/47 S'-61 4" 5'-5 A14 1 3/4' —1 -7, IF 3 14 3r vm LefrM (or,) INSfA IW VY G.G. OPEN S014DAYS t t 1/4"=1'-Y' I I I •.r I� II Ico I I I Ib I CV t 11'-2 3 41 6'-0" INTERIOR SIDE OVERALL LENGTH INTERIOR SIDE OVERALL LENGTH UNE OF MATCH UNE D MATCH UNE D MATCH UNE C PILASTER ELEVATION 5 ELEVATION 4 EQ 1 3/4" UNE OF PILASTER 11'-11 1/47 EXTERIOR OVERALL LENGTH MATCH UNE C MATCH E 3 ELEVATION 3 ELV-A03V to O a^o Go � In C" C" 1 Nb Zo 00 W F� a N ` 0� J >m W� � a WZ 02 to � Q CA Z �" 0 W �LL Q m� w JJ J Ill J = �)- Z �0z 0 -1 Lo (- ff cv Cfl W LL : d) N W 0 U) REVISION p o Z ' 2 4. 1 : DRAFTSMAN: CHECKED RY: Sar�1/31/96 65W LEFT A13 L o 00 � I / 4" SHIM ,i, , I PAW PILASTER o- MACK 1'-7 1 7 tq'AI�N�fyrf'II.AST�tZ ® \ C) mrm f0 51M'f E5.1 J MOLDING J MOl.f21 16" z 16" FOR Al -AM &LMNUM 5f'OMFWW &LIMIMJM 5fOMFROW G.M.U. C 5VZ 5t'eCrIGATION5) C 5FZ 5MCIFICAnoNs) AL NWN 5f01�t�tZONf F- c 1'LASi>;1Z ( 5M 5reCrICA11ON5) 3» Z o - W 4 11/2' 4 1 /2 4-1/ 2'� x 8" HCVIZoNtAl. Ll 3" I AI.UIWNUM MILLION O g 8" J W=E 47 4' 5MAW �. =oo I'AINf f3LAGK a 8" 5Mtr FPa M.0a 8" %lAf FAGS MOa Mm) ADM)4 1 /2" W N 12" 51'Llf FAG(; MOCK 5MOOM FACe FWI5H 5MOO1N FACe FWI5H 12" 5PUr FAO: f LOCK 5e f 5IU, IN IM WWr p��LOyy) Af VW Al' 01= EW AT AND AT IXA0 K fW Mow) OF GON7 WOW C,AILK STORE INTERIOR c WtLM PAW 50-EAC ITIMN rA Nf 5GIEAe f0 5fO1 FRM fO %OREFROW SI;AI AW 3/4"=1'-0" DET-A931- 3/4"=1'-0" DET-A29R 3/4"=1'-0" DET-A24 CA Q clil I 3 JAMB AT PILASTER(HARD PARTS SIDE ONLY) 2 JAMB AT PILASTER I STOREFRONT HEAD/MULLION J_ PUSH BARS: aLA55 A► M m d Q KAWNEER, ARCHITECT'S CLASSIC "CP"MILLION - o RED NYLON COATED. Q = (ALTERNATE - U.S. ALUMINIUM 5�f IN 5eAl W �Z PRO33 PUSH SET) 3/4' ��(L O IX OWNER FURNISHED CONTRACTOR INSTALLED: 1 3/4' (^ (^ 1 OVeRFM CONG1r 47 CI.O5eR = tA N W BEST LOCK 1 E-6A4 /�' (W/THUMB TURN ON STORE SIDE) 1O CONCEALED CLOSERS: VWA11 M1i'ING U) JACKSON JED 101-90 DOUBLE ACTION CLOSER ❑ fO BOTH 5IM5 LCN 4041 PA SINGLE ACTION CLOSER DoolzML---- or Dootz. REVISION ° THRESHOLD: Z TRIMCO 5 X 1 /2 - ALUMINUM E 2-z OWNER FURNISHED CONTRACTOR INSTALLED: DooR aASS , ONE LEAF (DOUBLE ACTING DOORS ONLY) , FRAME STOP: o Cr: ALUMINUM CLIP APPLIED TO HEAD. DPAFISMM: (NOT ON DOUBLE ACTING DOORS) s POOR VA�L � �: NOTE: •2Lu REFER TO SECTION 080 OF' SPEQIF TION yy�A J I/31/96 SHEETS FOR DOOR AN ZING ECI (CATIONS t:t�A1D 65W LEFT 1" = 1'—U' _ NTS—A01 3"=1'-0" VIEW DET—A63 A14 HARDWARE SPECS 4 WEATHERSTR I PP I NG AT ENTRY DOOR 3 PANT PLAGK Move fop of vvHtTr 511 m fo UNMIZ5 M OF MCK 3" WHg11; 51TZ M5 h"M,,A K PASe, UPAN510N JOINT C 5M WAL #5 5HMf AM n0 NOf paNf IZ LL- LF noaz -MMOOP -paNf n0OIZ mme5 m AGK 0 aWM NOTI�5: I. OIz/J M pig-paMP PM J015f5, BiZ126ING Ir ANn GII MR5.1WO GAI.I,ON5 OF TOUCH -LP (� PANT TO PE MWVIMn PY 51ML MANUFACMIZ. 3 32"=1'-0" ELV-A04V I INTERIOR ELEVATIONS - LEFT WALL tZCT M 5nWF.5 AT FIM tam "%5 GII iz 1 MAR WALL. P.LeVA-fl0N MYOW 50, X 5 ,-am Goum Bf yow PILAW wv 3/32" =1 '-0" 2 1 FURR DOWN / INTERIOR WALL AT GIRDER rAw 81.AGK APm fop of V*M 51M f0 UNnnZ5m of PUX :a- PANt WA q P OM" 51M e �- OMN i rm-paNTn OR/1NM !- 31' vwm S1M5 PAR J015rf --7 SKIM GOAT AMA MH W M& U:1.11;R5 FOR 5MOOTH FINISH - V*M PAGKGRO" d • ice, 56" OM" C 56" OR VIA{. 9tMre PANT Ian & FIZ W5 BLACK _ 00 3 32"=l'-0" 3 1 INTERIOR ELEVATIONS - REAR WALL 50 WIMP ALUMINIUM Go;m GI.IAW5. I:X1 W TO TOp OF W&L T 00 51, x V I AU WUNUM I3�� GOIZ GI w Mtmmt2 PANT 120OR5 MP & FI W5 BLACK POM 5IM5 6" mer FU13Z-oUf FOR FI.EG11 -N, �/� pANl;LS MAN510N JOINT C 5ff M-rAL #3 SH�Ff ? i� t7IZINKWG FOUNfaN ELV-A05V to O coGo �o to CA ` F.. Mo Z 00 W "' is Q. N O=_ J a W� W� 0� WNZ it N o c� 0 ?� —1—i Z OLL 0 � J Q > Q= w w V)- �@=Ln IX 0- O N (A W s tt1 N � w z REVISION p o Z ' 2 3 4. ARD*TECT- DR41SMM: CHECKED BY: b I/31/96 65W LEFT A15 �S E�7= 0- N_ O= ` W W� w �Q WZ �cn N PANE 5"x5" �)0'ANSION 4" BI. a eA51; 0 3 COIAM Iet7 x 3" MI11;ITV GOIMk 6UNW5 JOI10N AT ENn WAU, MYOW. IZI;Feiz TO PALL/ N EOPMENf 00AW MfA.5 3/32"=1'-0" 3/32"=1'-0" ELV-A06V 2 SOFFIT END WALL I I INTERIOR ELEVATIONS - RIGHT WALL W C/) -1-i z oLL O EQ. EQ. J Q 50 -0" PAINT BLACK FROM TOP WM: G.C. TO 5KIM COAT WALL AMA W OF V1A M 51W TO MHIW VINYL. I.I ffW WCAT10N5 FOIZ Q (Y l.WeR51M OF MCK FOR 5MOOM FINI5H. l7 > I, j AGGB55 PANr;I. FOR Ni;OJ 3" win 511Z M fP WSFOWAW5. 5M MfAIL 2 Co 0 _ TW5 51eT. 0 rm-PALM p ow" JOIST N cq W s d) N MIN Ilium -.. GMM& N01F-5: ICE LOCATE TItZM05TAT5 Af30VF I. OIZAP1Gl; M-f'AINfEn f3AK JOISTS. M76I1`46 C) m COWACTOIZ5 & T1W CLOCK MV GIt IZ5. TWO GALLON5 OF TOUCH-W AT ELFCIIXA. PX4�L PAINT TO m PtZOVIMP BY 5TF.FL MNIUACTUIZFIZ. ® o 0 9'-0" A.F.F. MAX a' PAINT PLAGK FROM 8 3" X 3" COIZ�IZ 6a1w TOP OF v*miZll'F ►,� TO 8'-4" A.F.F. 5fTO UNMR- Z M I-�Alntr�n �Itz P1Zi;-PAIWP PAR J015T 51M Cr- PeM 3" V*M 5fM5 W tZ5TI1fdJ PANE 50tM5 TO PN5WV"OF OMN r50FFIf a, VA110N MYON12 'i i� PAINT IZI;n i `� o0 W F- z REVISION p ' o z WFeR TO ALUMINUM 2. STOWTVDNf McVAT10N5 3. AW WA.5 PANf COLUMN FACe AW a 4. rAIW COLUMN WItRN BLACK CT: AT 5rrCMFROW h" BI.AQC BASE DPAfTSW: PANE BI.AGK A.AZM KFWAt7 rLACeAeW PANT BLACK AT FLmt2 our PILAS?EIZ scKon BY: NOiBS: SELF 5HMT E5.1 WeR TO 5HFXf FOR F0��G-��' I/31/96 s ALUMINUM 5fOMFWW I 65W LEFT 3/32" =1'-0" ELV-A07V A16 3 1 INTERIOR ELEVATIONS - FRONT WALL 51,Jldr 2AGE BOLT5 At I7 tOP AW PGrTOM 2' -6" X 6' -8" 5alI7 CORE WOOn t700R5 W/ 5rmvA137 HOLLOW METAL FIZ W . TWO 5LWAGE BOL5 ON ONE LEAF AT tOP MV BOrfOM. sr nEAneoLr (O.F.I.) FOIZ AccE55 rO ALARM/ PHONE PANEL 00AW. Lt nmpwr nO0i21" 12" MINIMUM WIZIOIZ FOIZ VENrLA110N GLENZMIGE. SEE PLAN. 6 ELEVATION 0 REFER r0 IN'TMOR ELEVA11ON5 .511011 O MNI EQUAL EQUAL 4"x4" J-13OX CENT1 MV ON WALL FOIZ A.17A. 51ROM cc 24" X 24" X 1 / 8" ,ju",Ju ALUMINIUM 5PLA51-1Gd,lw I ELEVATION aW PAR CfmTwt7 CENTER LIGHr GtW PAR OVEOVER IMf R LAVATORY (IYPIC&) •o _ `� '> 36" 36• AAPITO�VEn " /' t� Z /' 2 ® 4 SIGNS Ar 2 / �„ co � a lill -10 9 WHIiE LErf1;tZ5 LL1J7EtZnNKING FOI N1'AIN ^ b PI .M TIC.- 3/1 PI •o ELEVATION 1E6" = 1'-0" ELV-P03R 18' Cali" 1' 3` I q18' 4 OFF RESTROOM ELEVATIONS ELEVATION 3 ELEVATION G�I�i2�V. N01�5: I / 2" GYP. B0AI37 1. Han 3" SANItAIZY vENr •MZU rzooF rrGHr AGAINST GONctzEtE BLOCK. CEILING c IYPa 2. ALL ABOVE 6RO" WAIER SUPPLY PPING t0 BE IN5LLA1En. 3. HOW ALL IN5l1ATW 3/ 4" PIPING FOR HOSE 61BB5 flair AGAIN5r WALL, N5LLAfM. 4. MOUNT' MAIN CUTOFF AT 12" A.F.F. IN MEN'5 W5IKOOM, A5 INnIGA1En ON ELEVAIION5. 5. I N% ELI;CfM WAIEIZ WAIDR ABOVE FLOOR 5" IN51M GALVANIZEn MAIN PM (6"X24"X24") . LEVEL, AW 5Mn PMN f0 MOP SINK. (NO W00t2 AL4-(W7 FOR a \ WAIM IEAZR SUPPORT.) 6. MN FM TO BE 5Ef Af 00rf0M OF MAIN PAN MN7 TO ELEVATION MN TO MOP SINK BELOW. �I�I■ 1. FLOOR MAIN5 r0 M PRZWML7 ONLY W fN IZE01,111TV 6Y GOIX. CA" ALL pI.UINIt M / AGGF55M5 LX6fN19 FIXIW5 WITH PI roLff (D f0"T' PAPER H LMIZ vVHftV 5eA AW ® LAVATORY O PAPER TOWEL HOLMIZ -� ® MOP SINK O GtZA9 BAfZ - 36" LENGIH ALL PLUMBING FIXM5 M ® IXINK FOLWA1N ® GIZA6 PM - 42" LENGTH AV AGCE550tZ1E5 0 COMPLY WITH &VA. 0 MItaZOIZ-18"X56"H. FIZAMEI7 6LA55 IZEQLmMENr5. ELEVATION5 1" = 1'-0" O MOP HO'MIZ NTS-P01 SCALE: 3/16' = 1'-0" 5 RESTROOM NOTES 3 1 RESTROOM ELEVATIONS 24" x 24" x 1 / 8" ALUMINIUM 91.A51.1 aAW WAItk HEALER AtJt7 MP PAN. 5 ELECI,ZICAI. 171ZAIN A5 A 10 PA4E1,5 COM TO MOP SINK BELOW OR � f ml ow o OUr5117E 1HZOUGH W&I . F� M WAA, fo ROOF 7-1 r -1n I/ \I 3/ 4" rum Wf.ArznENr PLYWOon FLOMNG 6'-4 7/8" 2 1 3/16" = V-0" I 1 PLAN ABOVE TOILETS 12'-11 , T 4 5/y V-2 7/8" 10 3/4• , 6'-a' 11 6'-4 5 8" ELV-P01 R 3/16" = V-0" 21 RESTROOM PLAN I— LAn17EIZ W/ ROOF AJ30VE PAR J015T5 3" x 3" MIfERw ALUMINUM CORNF-IZ GUW AT tOP OF WALL AW COI3 R PLN-A03V 6 3/4` b i W' • to �CaI N 00 1 oo O W b i �3" "PALL �3R t O co o cnC" ` o 0 M o � z o0 w (L N 0= ` W ILI >� w' WZ 0� U)(D (� W > W -j W z Q a- 00= 0 O cvcW O s ttl N � U) Ix "'-01/31/96 65W LEFT A17 Lo NOt>;: I'ROVIt2E WOOIZ BLOCKING o Go COMPLETE GYPSUM BOAla7 STEEL ANGLE VVI1N ANQi0R5 CNA1N Ot'EIZATEIZ INSILATEt2 SERVIC3; AY BLOCK WALL AN2 MOLW AFTER OVER I AI7 t200R A1' 16" O.C. GROUT SOl.It2 t200R TYPE FCVJI FACE MOWiEn t200R CANI5TER WITH 5/ 8" IN &L,ATION A 19" EXPN41510N PM f5, T PER ® -- -- GOLl125E5 5MIt2 5112E, EQUALLY 5PACEt2. LINE OF 12" ABOVE LINTEL 1 1 BLOCK BELOW 24 GA. GALVANIZER � to 'L YA-1 2 6ROLIf rMt2 LIM.wn J / # \ �C N IWO I- O 10)��F" X I / h" t OP ANR BOTTOM I Z M W A • ui 10" x 4" x I / h" I I I BRLI5N1 LINTEL 5E& a0 2 3/ h" X 3-i/ 2" I 5?EEL ANGLE I I I GALVANM HIAN2 GHA1N W I � I I I 2 3/4' I 2 x l I I A AMNLIM CHAIN G1 W37 W THIS SHEET 2" \ I HEARER I Uir 7' -1(f I IIG�l.l2-h"w/ 8" FL Af W o I ( I &LMNL1M COVER PLATE, PVC - R-13 INSILATION 1 I i COATER, WITH I" TAPER 0 ANGLE RLWR5 6" ALLNMNJM I I NA11ON& OIJAW MZOVIX 5 � o FU2N5M7 BY OWNER7 CHAIN 51.RZE �OI.T LOCKING I I OR EQUAL, 5E'f IN 5OLIR MASTIC MM,-/1TL OR METAI. GUAW VY OZ. IN BOTTOM IN BAR I J BY G.G. 5TU25 4SIRES FIN5M7 FLOOR NM I LEFT HAN2 BOOR ELEVATION 5HO1MJ. RI K ~1200R OI rO`_'; E. "A -A" W 1-1 /2" =1'-0" DET-A33 3/8" =1 '-0" REFER TO INTERIOR ELEVATION5 FOR VERIFICATION. DET-A36 _ W 2 JAMB DETAIL - OVERHEAD DOOR I OVERHEAD DELIVERY DOOR DOOR rA ONE #5 Vemr- I.LY DOOR x, REFER TO SHEET Al FOR DOOR LOCATIONS. (n d) Q GROUP'' ALUMINUM CHAIN GUARD BY G.C. C 3) "T" ANQiOR PER ,lAAAB THRESHOLD BY G.C. REFER TO DETAIL ABOVE. REFER TO SECTION 0804 J J ( j LINE OF 12 FOR SPECIFICATIONS. -11 p BLOCK VeLOW 1/ 2" GYP5Wn BOA W DOOR © V 5E/�.ANf ON 3_ y/ B" SAL 3 X 7 STEEL DOOR AND HOLLOW METAL FRAME WIT HEADER. 5flV5At' 16" O.C. HINGE: 1-1/2" PR. 4-1/2' X 4-1/2" NRP HAGER BB 1279P. 0 Q J WEATHERSTRIPPING: NATIONAL GUARD PRODUCTS 1164. cv CA W W /. RAIN SWEEP: 1 - NATIONAL GUARD PRODUCTS t101AV. s d) N VIEWER: NUTONE, STANLY, OR IVES. CENTERED IN DOOR AT +5 0" A.F.F. iv SELF -CLOSER: SARGENT 11250. O PUSH BAR: SARGENT 12828 W/NO OUTSIDE HARDWARE. O I� THRESHOLD: NATIONAL GUARD PRODUCTS 1425. p I 16 GAUGE HOLLOW MEAAI. CA U Borth 51RE5 DOOR I IREvlslav Cl i ,, 3' X 7' SOLID CORE WOOD DOOR AND HOLLOW METAL FRAME ic I i I I aii i IHINGE: 1-1/2" PR. 4-1/2' X 4-1/2" HAGER J1279. 1. p PRIVACY LOCK: SCHLAGE - A40S LEVON 1626 FINISH s z Z WEAfHER5f1�'t'WG SILENCERS: 3 - GLYNN-JOHNSON GJ64. DOOR STOPS: (1 PER DOOR) IVES 1436. 3' 16 GA. HOI.I.OW METAI. a FRAME GROItf SOL1l2 � UNDERCUT DOOR 1' s 4. DOOR QD o CF: R-M N5U AT10N REFER TO STOREFRONT DETAILS /V/vl2" GYPSUM ! DOOR Qs oaFrSW: ALUM INI M AM ON 3-5/ 6" 2'-6' X 6'-8" SOLID CORE WOOD DOOR AND HOLLOW METAL FRAME a cm MtMREn CO NER5-A W5W MOLL9 tea- 5ftV5 5 3 4' HINGE: 1-1 /T PR. 4-1 /2' X 4-1 /2" NPR HAGER 1279. AM CORNER abut AROLbV JBS ANR HEAD Z-26 BEST DEAD E BOACE T ( (OWE IFU NTIVE ISHED CONTRA F AT OCPOR I T TTOM)TWO I/31/96 UNDERCUT DOOR 1" = 65W LEFT DET-A34 3"=1'-O" DU-A35 1/4" = 1'-O" NTS-A02 5 1 JAMB DETAIL - MAN DOOR 4 JAMB DETAIL - kESTROOM DOOR(HEM SIM.) 3 1 DOOR - HARDWARE SCHEDULE A18 3 SECTION 0100 - GENERAL REQUIREMENTS prepared and executed prior to the installation of any work. certificates are to be submitted to owner, with t-e original G. The Architect retains the right to adjust finish grades 6" posted at the job site as required by law. 1.00 CONSTRUCTION DOCUMENT NOTES: (+ or -) to conform to adjacent grades or to facilitate - drainage. The contractor may adjust grodes to balance cut H. Where items have been removed or left a depression the A. Drawings will not be scaled. Dimensional data is to be and fill provided the Architect agrees to adjustment prior contractor shall fill some back to surrounding natural grade. obtained through written information only. Verify all to beginning work. The fill material shall be placed in accordance with the existing conditions, elevations, and dimensions. H. The contractor will take whatever steps necessary to prevent requirements for fill contained in the soils report and/or B. Make no changes to the contract documents without first erosion resulting from increased runoff during site work section 0202 Eorthwork which ever is more stringent. receiving written permission from the Architect. construction, in accordance with all local codes. C. Where detailed information is locking, or if discrepancies I. The contractor will maintain positive drainage to prevent SECTION 0202 EARTHWORK should appear within the contract documents, request ponding on the sub -grade and surface grade. interpretation from the Architect before proceeding with J. The contractor is to verify and coordinate all underground 1.00 GENERAL: that portion of the work. service to the building, as well as any landscape sleeving D. All work, as outlined in these documents,.sholl strictly prior to paving. A. All work performed under this section shall be done in conform to all applicable codes and ordinances. The most K. The contractor shall remove trash, debris, and weeds from strict conformance with the requirements of this section or the stringent sholl govern. site. Cut grass, rake yard, as well as landscape along the Soils Reports which ever is the more stringent. E. When a material system is called out, oil parts and R.O.W. to the property line. materials required to complete the system will be furnished L. Any areas whether on -site or off -site disturbed during the Soils report prepared by: and installed as port of the contract. construction process shall be returned to their natural F. Unless otherwise noted, electrical conduits, plumbing lines, state by the contractor prior to final acceptance of the ADVANCED TESTING LABORATORIES OF FLORIDA 10/12/95 DATED: etc., are to be concealed, and froming shall be of adequate project by the owner. size to accomplish this result without changes in the wall B. The required eorthwork to be accomplished is to provide a pion. SECTION 0201 DEMOLITION minimum of 2000 psi. bearing pressure. G. It is the intent of these contract documents to define a complete finished facility. Any discrepancy or omissions 1.00 CONDITION OF EXISTING PREMISES: 2.00 MATERIAL: which normally would be required ore to be provided and finished as if specifically noted. A. Owner assumes no responsibility for the condition of any A. AS REQUIRED BY THE SOILS REPORT H. All property lines, angles, contours, elevations, curb cuts, building(s) on site, nor any construction existing at the and utilities ore taken from the survey prepared by time construction commences. 3.00 EXCAVATING: MCKEAN AND ASSOCIATES SURVEYORS 10/19/95 B. Contractor sholl accept premises as found; clear building Dated: site as'specified. Assume risk regarding damage or loss A. Excavate to elevations and dimensions indicated on the CODE INFORMATION TYPE OCCUPANCY: MERCANTILE whether by reason of fire, theft, or other casualty or Drawings and as required to accommodate the insto!lotion and BUILDING: SBC '85 TYPE CONSTRUCTION: IV happening, to specified building(s) from and after date of remain within the Code Limitations. ELECTRICAL: NEC '84 FLOOR AREA: 6,889 (GROSS) SO. FT. beginning construction; no such damage or loss shall relieve B. Where removal of surface and subsurface obstructions have PLUMBING: SPC '82 6,471 (NET) SQ. FT. contractor of contractual obligation to complete work. created depressions, open the depressions to equipment r MECHANICAL: SMC 82 N0. OF STORIES: ONE working width and remove debris and unsuitable material. 2.00 EXECUTION: C. Provide berms or channels to prevent flooding to s::bgrode; ACTUAL MAX. HEIGHT: 18 FEET promptly remove all water collecting in depressions and A. All work is to be accomplished in strict accordance with all excavations. 1.01 GENERAL CONSTRUCTION NOTES: ordinances and requirements of the governing local, state D. Remove soil that has been softened by flooding or placement and/or federal agency applicable to this project. during unfavorable weather and recompoct as specified. A. Contractor sholl be responsible for and furnish all materials B. Within the subject property the intent is to have a clean, E. The bottom of oil footings sholI be founded 36" below floor, and labor necessary to complete the project unless a specific clear site free of all existing items noted to be removed in 6" below frostline, or 24" below finish grade, whichever is item is called out to be furnish and/or installed by others. order to permit the construction of the new project. greater. B. Contractor shall secure and pay for all necessary permits, C. Remove all utilities to existing structures whether shown or F. Site will be cleared of all topsoil, fill, rubble, etc, utility tops, etc. required. The Owner shall reimburse not. Cut and cap all underground lines at the property line. Required fill shall be placed in lifts to obtain c minimum the Contractor the cost of some upon the furnishing of proper D. For all items noted to be removed, remove not only above compaction of 95% standard Proctor at or slightly above receipts and documentation. ground elements but all underground elements as well, optimum moisture, or as may be required by the Soils Report. C. Contractor to coordinate oil utility lines and meter locations including but not necessarily limited to foundations, G. All paved areas are to be fine graded to within 1/10th of a with the appropriate utilities and other trades to ovoid grovel fills, tree roots, etc. foot of finished grade required to receive paving system. conflicts and problems. E. Protect all items noted to remain. Remove all clods, debris, refuse and deleterious materials. D. Any unresolved conflicts or discrepancies with the contract F. If this work is being performed under a separate contract, H. All landscaped areas shall be fine graded to within 1/10th documents are to be brought to the attention of the project notify the project manager immediately upon completion of of a foot of finished grade required to receive Iandscape architect for resolution prior to the work installed. work in order to allow new construction to commence at the material. Remove all clods, debris, refuse and de eterious This project may include off -site (beyond the actual property earliest possible date. materials. lines) work as part of the contract. Contractor to complete G. The contractor shall obtain any required permits and/or some and furnish some warranties as required for on -site work. notices authorizing building demolition and disposal of F. Any additional work whether on -site or off -site requested or debris. The contractor shall obtain all required required by a governing regulatory agency as being required for certificates of severance of utility services as may be - completion or occupancy permit shall first be discussed with required by local utility companies. Copies of permits an the project architect so as to clearly define the required f� scope of work. Then cost estimates and change order shall be 114 �n o r` rn I I LO LO rn M ® 0 0 rn rn x ® M Cl Z o0 W "' z (L vi ® O= J w W� W a W z � o 0 o U) Z 0 F- WLn Ln U_ } ci1 LL W U J J W �J J --I Q _J Q= � �L� W N M W F- s d) N = U C a Q REVISION W Z 2. O Z N 3. 4. ARCHITECT: DRAFTSMAN: CHECKED. 10/16/95 SPECS i AS SECTION 0202 EARTHWORK (CONT.) 4.00 FILL AND COMPACTION: A. Compact cut areas immediately prior to placing required fill. B. Fill placed under footings, floor slabs -on -grade, driveways, and parking areas and fill placed in excavated areas outside the building lines, but within the angle of repose, is to be completed as follows: 1. Place fill material in layers not exceeding 8 inches in noncompacted thickness. Water or aerate fill materials as necessary and thoroughly mix to obtain moisture content. 2. Compact cohesive back -fill material to not less than 95% Standard Proctor in accordance with AASHTO Specifications. 3. Density cohesionless (fill sand) back -fill material to a minimum relative density of 70% in accordance with ASTM 02049. 4. Fill required for areas not accessible to compaction equipment is to be placed in layers not to exceed 4 inches in non -compacted thickness and compacted with mechanical hand operated tampers to the density specified. 5.00 UTILITY TRENCHING: A. Generally material excavated from trenches may be used for Back -fill provided it is a soil or soil -rock mixture free from organic and other deleterious matter and has a plasticity index of 20 or less and a liquid limit of less than 45%; it shall contain no rocks or lumps over 3 inches in diameter. B. Adequately brace, shore and barricade open trenches to protect adjacent work and ensure the safety of personnel and the public. 6.00 FIELD TEST FOR COMPACTED FILL: A. Provide one (1) of each of the following tests for each 5,000 sq. ft. of each Lift. tests per Lift. 1. Soil Analysis 2. Moisture Density Curve 3. Density Test 4. Any additional test required by the soils report. B. Submit two (2) copies of field test reports to Architect. SECTION 0203 PAVING 1.00 GENERAL: A. All work done under this section shall be done in strict conformance with the requirements of the Soils Report noted in Section 202.1A of these specifications. B. All parking lot paving shall be a minimum of 5" thick, 4000 PSI. air entrained concrete. C. Poison all areas under sidewalks, building, and paving to prevent the growth of any vegetation. D. Alternative paving for all areas shall be asphaltic concrete as specified in -this section. 2.00 MATERIALS: Material to conform to all local governing agency requirements. B. Aggregate Base: Crushed limestone or material called for in soils report 6 inches thick AFTER COMPACTION. Other materials may be used if specifically approved, in writing by the Architect. C. Form Work: Any commercial softwood species, utility grade or better, surfaced four sides. D. Expansion Joints: ASTM D1751, fiber expansion joint filler 1/2' x 3 1/2". E. Concrete: See Section 0301 Concrete of these specs. F. Reinforcement: 1. Bars - A615 Grade 602. 2. Wire Fabric-ASTM A185, "6x6"- 10/10 3. Nurlon Synthetic Crack Control Fiber added to concrete at time of botching in strict accordance with manufacturers printed instructions and specifications. Fibers to be 1 1/2" in length add at a rate of 1 1/2 lbs. per cubic yard G. Joints: of concrete. 1. Expansion Joints: 1/2" wide to be located a maximum of 40 feet on center. each way or as called for in the soils report. Joints shall be dowelled with 1/2" diameter x 18" long plan steel rods. 2. Control Joints: Saw cut to one quarter (1/4) the depth of the slab thickness. Joints to be located a maximum of 20 feet on center each way or as called for in the soils report. H. Curing Compound Transparent curing, sealing, & dustproofing compound for exterior concrete surfaces. Restricts evaporative loss of hydration . water for maximun surface hardness. As manufactured by HYDROZO, MASTERBUILD, or SONNEBORN. I. Alternate Paving Hot plant mixed asphaltic concrete paving to conform to the requirements of the soils report for Heavy Duty Highway Grade Paving. J. Parking Bumper Precast concrete, 3,000 PSI 6"x 6"x 6'-0" long with chamfered edges and slightly rounded top. Provide two 3/4" diameter holes at approximately one foot from each end for securing to pavement. 3.00 SUB -BASE PREPARATION: A. Fine grade and roll areas to an even, uniform texture free of lumps, pockets and soft spots (compacted to within 95 % Proctor Test.) B. Moisten and compact base material, adding Portland Cement filler when required by local requirements and using only enough water to produce optimum moisture content. 4.00 PLACING CONCRETE: A. Form paving with expansion and control joints at spacings called for in the Soils Report or as indicated on the drawings or as called for in these specifications which ever is the more restrictive. Concrete paving shall be poured in sections as a ^ °1 °O large as practical with a minimum number of expansion or LO LO construction joints. Expansion joints shall occur between all paving areas and the building as well as all vertical curbs or ® o 0 curb and gutter. B. Place dowels in expansion joints at 24 inches on center with one end set in slip pocket or coated with bond -breaker material. C. Place reinforcing at approximately center of slab -thickness. ® � Lap reinforcing 40 diameters or 18" minimum. W M D. Convey concrete from mixer to place of final deposit by 1 methods that will prevent contamination at job site. Unless 0. c/; specifically approved by Architect, do not use retempered a concrete. ® J M. E. Paving surface shall not pond water. Finish grade as indicated W M on Drawings. W • F. Where paving terminates and no curb is indicated on Drawing, thicken edge to 12 inches and align top of paving with a adjacent grade. Ill o G. Provide control joints in Paving to one quarter (1/4 ) of the 0 depth of the slab. Joints are to be located as called for in 0 2 the Soils Report, or as indicated on the drawings. o H. Apply medium broom finish to paving and curbs. N `D Z Apply curing compound in accordance with manufacturer's printed directions. There shall be no visual 0 evidence of curing materials left on the finished work. I. Seal both the expansion joints and the control joints with an i- elastomeric sealant (see Section 0705 for material). U 5.00 PLACING ALTERNATIVE SURFACE COURSE: } cal I.L. W U A. Do not place when temperature is below 50 degrees F. and J LL W falling or during wet weather conditions. B. It required, apply tack coat to a clean, slightly moist surface (Q to f) at the rate of 0.08 to 0.12 gal. per square yard. J C. Place asphaltic concrete surface course in an even and uniform manner to attain the elevation indicated on the Q j drawings. Provide enough material and equipment to ensure continuous operation. = U D. Using a steel wheeled 10 ton roller, roll surface in not 'T L W less than two directions until pavement is unyielding, free CA LU � of marks or blemishes and has inconspicuous seams. N 1:E. Finish grade elevations are not to be more than 1/4" plus or U minus from grades as indicated on Drawings. Paving surface U shall not pond water. Q F. "Skin Patching" will not be permitted. REVISION G. Where paving terminates and no curb is indicated on Drawings, align top of paving with adjacent grade and thicken to 1. 12 inches. W H. Follow finish grades of existing paving when new paving 2• 6 abutts existing unless indicated otherwise on the Drawings. 3 Z 6.00 TESTING: 4• L A. For asphaltic concrete core samples of finished work one per 5000 sq. ft. shall be taken by an approved Engineering ',esting Laboratory. Two (2) copies of the test . results are to be provided to Architect. B. Concrete testing shall be as specified in Section 0301 of 0/16/95 these speci f icat ions. SPECS C. Sub -base testing os specified in Section 0202. e 3' AS2 TABLE I - CONCRETE DESIGN i0000 SECTION 0301 CONCRETE 1.00 FORMWORK: 1.01 MATERIALS: A. Plywood: B-B plyform, class I or II bearing DFPA Label. B. Lumber: Any commercial softwood species, #2 or better grade, surfaced four sides. C. Form Sealers: Nonstaining mineral oils, first quality of their respective kinds and manufactured specifically for this purpose. D. Ties do Spreaders: Standard metal snap ties with one inch break back. 1.02 EXECUTION: A. Forms shall conform to shapes, lines and dimensions as indicated on Drawings, properly braced and secured to maintain position and shall be sufficiently tight to prevent leakage of grout. Bulging or "pillowing" of surface will not be allowed. B. Use plywood or metal exclusively to form exposed concrete. Side forms for footings may be omitted provided concrete is placed against firm, evenly cut earth, without cave-ins. Forms may be reused provided they do not impart less structural stability and no less acceptable appearance to finish concrete. C. Set all required steel frames, angles and sleeves, bolts, inserts and anchors accurately and secured into position before concrete is placed. D. Remove forms in such a manner as to ensure the complete safety of the structure. DO not remove supporting forms or shoring until members have acquired strength to support their weight and imposed loads safely. 2.00 REINFORCEMENT: 2.01 MATERIALS A. Bars: Sizes as shown on drawings B. Wire Fabric: Sidewalks: 6 x 6 - W1.4 x W1.4 (6x6:10/10) Interior Slab: 6 x 6 - W1.4 x W1.4 (6x6:10/10) Paving: See Section 0203 Paving C. Accessories: 1. As recommended in ACI 315 Manual of Standard Practice for Detailing Concrete Structures or the CRSI "Manual of Standard Practice" unless otherwise indicated on the Drawings. 2. Use noncorrosive accessories in concrete work exposed in weather and areas receiving paint or left exposed. D. Fibermesh: Nurlon synthetic crack control fibers E. Place reinforcing steel in accordance with referenced standards adequately secured in position by proper accessories and ties. F. Lap oil steel 40 bar diameter with 18" minimum at splices. SECTION 0301 CONCRETE (CONT.) 3.00 CONCRETE 3.01 MATERIALS A. Portland Cement: C. Water: D. Admixtures: E. Expansion Joint Materials ASTM C150 Type I or Type II (refer to soil report). 2. Maximum size of coarse aggregate shall not exceed 1/5 the narrowest dimension between forms; the 1/3 the thickness of unreinforced slabs; or 3/4" minimum clear spacing between reinforcing bars. 3. Absorption of coarse aggregate shall not exceed five percent. Potable, for local utility domestic supply. Add only with WRITTEN APPROVAL of the Architect and provided they meet the following specifications: 1. Calcium Chloride - ASTM D98. 2. Air Entraining Admixtures - ASTM C260. 3. Fly Ash Pozzolons - ASTM C618. 1. Construction Joints: Metal or wood keyway form with provisions for extending rein forcing thru joint and approved by the Architect. 2. Expansion Joint Filler: Asphalt impregnated cellular fiberboard conforming to ASTM D1751. F. Vapor Barrier: Clear 6 mil polyethylene film (If required by recommended for below grade Soils report) use. G. Granular Fill Washed fill sand free from organic and deleterious matter, graded 100% passing #4 sieve and 3% maximum passing #300 sieve. See Soils Report for alternative fill material allowed. 4 inch minimum fill required under slab or as called for in soils report. 3.02 MIX DESIGN CRITERIA: A. All concrete shall be ready mixed in accordance with ASTM C94, unless specifically approved by the Architect. B. Concrete exposed to weather shall contain 4 to 6% air entrained by volume. SLUMP SLUMP LOCATION CLASS MAXIMUM MINIMUM Reinforced Foundation Walls and Footings 3,000 lbs. 4" 2" Reinforced Slabs, Beams and Walls 3,000 lbs. 5" 2" Exterior Walks & Columns 3,000 lbs. 5" 2" Paving 4,000 lbs. 4" 2" Slabs on ground 3,000 lbs. 4" 2" All other locations 3,000 lbs. 4" 2" TABLE II - CEMENT MIX - NON -AIR ENTRAINED CEMENT Specified Compressive WATER Minimum Bags Per Strength at 28 days GALS/BAG Cubic Yard 2,500 PSI 7.25 5.0 3,000 PSI 6.50 5.5 4,000 PSI 5.50 6.0 3.03 JOINTS: A. Install control joints at approximately 30 ft. 0 in. o.c. each way, in building slab on grade, or as indicated on the drawings or as called for in the soils report which ever is the most stringent. B. Install construction joints where concrete stops at the end of the day, where concreting is interrupted for a length of time to allow initial set of concrete, and where indicated either on drawings or called for in the soils report which ever is the more stringent. 3.04 PLACING CONCRETE: A. Do not place foundations or slabs on loose materials. Over excavated areas under footings and foundations shall be replaced with minimum of 2,000 PSI concrete. Over excavated areas under slabs shall be replaced with compacted fill. B. Place granulated fill uniformly and tamped firmly in place. C. Convey concrete from mixer to place of final deposit by methods that will prevent contamination, separation excess drying and loss of materials. D. Place concrete in accordance with referenced codes and standards. Place concrete consistently and continuously until panel or section is complete. Do not pour a greater area at one time than can be properly finished. E. Do not use retempered concrete. Remove items used to facilitate placing concrete unless such items are designed or specified to remain. Do not ads water to ready -nixed concrete at job site unless specifically approved by Architect. F. Maintain temperature of cost -in -place concrete at not less than 50 degrees I. or more than 90 degrees F. for a period sufficient to ensure proper hydration and curing. G. Floor slab shall be poured Ao con tinnjLoouuss operation ® rn rn 8- o ® ZGo W E� 0= ® J:E W� 0 a WZ � o N 0=E Ncc O � � Q U >� U_ W U o" IL �gn W J J _J Q � Q �(y_ �0= U N (A W W dl N U Q REVISION t. W z 6 Z 0/16/91 SPECS � AS3 SECTION 0301 CONCRETE (CONT.) 3.05 ALLOWABLE TOLERANCES: A. Slabs: Plus or minus 1/8 inch in 10 feet B. Walls: Beams and columns as follows: 1. Exposed Plus or minus 1/8 inch in 10 feet. 2. Concealed Plus or minus 1/4 inch in 10 feet. C. All tolerances are measured from a common line parallel to the respective surface. Tolerances are noncumulative. 3.06 FINISHING AND CURING: A. Machine trowel interior slabs to a smooth, hard finish. B. Apply rubbed finish to all exterior exposed concrete unless otherwise indicated on Drawing. C. Apply broom finish to exterior slabs unless otherwise indicated on Drawings. D. Apply 4 inch grooved surface to Handicap Ramp as required by ADA or local Governing authority. 3.07 FIELD TESTING: A. Three (3) days in advance of placing any concrete notify the Architect via overnight delivery, or facsimile notification. B. Provide unconfined compression tests for each 40 cu. yds. of concrete placed or each days pour. Tests shall be performed on specimens by an independent testing Lab consisting of three (3) 5" x 12" cylinders taken in a manner to conform to ASTM C172. C. Cylinders shall be tested as follows: 1. Slump ASTM C143 each test. 2. Laboratory Cured ASTM C31, two cylinders each test. 3. Air Entrainment ASTM C173, each test. D. Within seven (7) days after the concrete is poured. Submit 2 copies of each test result to the Architect. 3.08 MISCELLANEOUS CONCRETE: A. Provide concrete pads for mechanical and electrical equipment on grade and in other locations indicated on drawings. B. Provide 12" x 12" x 9" concrete pads at clean -outs on grade and in other locations indicated on drawings. SECTION 0401 MASONRY 1.00 UNIT MASONRY: 1.01 Materials: A. Mortar: 1. Portland Cement 2. Masonry Cement 3. Sand 4. Water 5. Mortar Mix 6. Grout Mix B. Masonry Units ASTM C150 Type I ASTM C91 Type II ASTM C144 Potable, from local utility supply. Type M: 1 part Masonry Cement 3 parts sand, 2000 psi min. per ASTM C270-72. Plant mixed Type M: 1 part Portland Cement 2 1/4 parts sand 3000 psi min per ASTM C476-65. Lightweight, ASTM C90, Grade M-1, F'M = 1500 PSI smooth, split, and single scored face sizes where called for on drawings. SECTION 0401 MASONRY (CONT) C. Reinforcing: Horizontal: 1. Standard duty, truss type, 9 gage side and cross rods, galvanized class 3, with prefabricated tees and corners: Vertical and Bond Beams: 2. Steel bars sizes as shown on the drawings. D. Control Joint: Everlastic high grade synthetic rubber slot seal, standard 2015-3 as manufactured by Williams Products Inc. 2.00 MIX MORTAR: A. Machine mix dry materials thoroughly for approximately 2 minutes. Add optimum amount of water gradually and mix for an additional 3 minutes, total mixing time, 5 minutes minimum. Hand mixing of mortar may be permitted for work requiring small batches and with the Architect's approval. Do not use admixtures, antifreeze compounds, or accelerators. B. Place mortars in final position within 2.5 hours after mixing. C. Mortar for grouting shall be plant mixed with the required amount of water to achieve pouring consistency. Continuously stir to prevent separation of materials. D. Pointing mortar shall be of as dry a consistency as will produce a mortar sufficiently plastic to be worked into the joints. 3.00 INSTALLATION: A. Construction shall conform with NCMA Specifications and ACI 531-79. B. Do not erect when ambient temperature falls below 40 degrees F. unless otherwise approved in writing by Architect. C. Lay concrete block walls with 3/8" flush joints inside and outside in running bond, plumb level and true to the lines and dimensions indicated on the Drawings. D. Provide concave tooled horizontal and vertical joints on exterior face, or as shown in Drawings. E. Place units in mortar with full shoved bed and head joints. Align vertical cells to maintain a clean, unobstructed system of flues. Install horizontal reinforcing as specified at 16" o.c. vertically and as recommended by the Manufacturer. Lap joints a minimum of 6". Install prefabricated tees and corners. F. Install vertical steel bar reinforcing at 32" o.c. where indicated and at each side of all openings and expansion joints, and where otherwise indicated on the drawings. Install horizontal steel bar reinforcing at all bond beams and all other locations where indicated on the drawings. All steel bar reinforcing shall be grouted solid. G. Do not use chipped, cracked or broken units. H. Protect newly laid masonry work from freezing until mortar has completely set. Heating methods shall be as approved by the Architect. I. Cover block work at end of each days' work to prevent water entering cells. J. Contractor to provide complete temporary bracing and shoring. K. Install expansion joint slot seal in accordance wi' �1 3 Zf manufacturers printed instructions. SECTION 0401 MASONRY (CONT) r- 4" 4.00 POINTING AND CLEANING: o CD A. Upon completion of work, point up exposed concrete masonry, ® ^ ^ fill joints, remove loose mortar, cut out defective joints ® rn rn v v and repoint where necessary. B. Thoroughly clean exposed concrete masonry work with stiff brushes and water and/or weak solution of muriatic acid. • Properly protect adjacent work during cleaning process. ® f- Mo C. Single score C.M.U. joints shall be raked vertically and W 0 horizontally to a depth to match the manufactured 1 scored block. L vi ® O 5.00 TESTING AND INSPECTION: ; A. The contractor shall be responsible for furnishing any special LU ' inspections specifically required by Building Codes and local Authorities. If none are required the minimun requirements a for this section shall consist of compression tests on plant N mix grout (1 test per lift) report on the placement and grouting of all vertical and horizontal bar steel. F B. Testing and inspections shall be preformed by an independent 10 $ organization from the Contractor and signed by an Registered W Professional Engineer. Z C. Work failing to meet minimum requirements shall be replaced 0 and/or modified to meet the satisfaction of the inspecting engineer at no cost to the owner. (� Q SECTION 0501 STRUCTURAL FRAMING AND MISC. FABRICATION}/ c LL 1.00 GENERAL: � `U O `L A. Design Loads: Co� � 1. Soil Bearing Pressure: 2,000 PSF minimum to be verified before and during J _I J construction. _J 2. Roof Live Load 30 PSF 0 V 3. Roof Dead Load 15 PSF (joist, deck & roofing) 0 � V 4. Wind Load 110 MPH W 5. Floor Live Load 100 PSF N W a N 6. Or as specifically described within structural drawing = and contract documents. U B. Refer to architectural mechanical and electrical drawings for size and locations of roof and well openings not noted Q on Structural Drawings. REVISION C. Provide temporary bracing of structural members as required to maintain alignment and security of a structure during 1. construction. Z D. No cutting, drilling or modifying of structural members are z o allowed without the approval of the Architect. 3, Z 2.00 STRUCTURAL STEEL 4 L ARDVW- A. Submit detailed, complete shop drawings in accordance with General Conditions and in accordance with AISC Standards. B. Materials: 1. Steel Shapes & Plates - ASTM A36 . 2. Fasteners (a.) Bolts & Nuts - ASTM A325 0/16/95 (b.) Welding Electrodes as recommended. 3. Anchor Bolts ASTM A307 a SPECS 4. Primer Paint - Rust inhibitive type compatible with finish coat. AS4 SECTION 0501 STRUCTURAL FRAMING AND MISC. FABRICATION (CONT) 2.01 FABRICATION: A. All structural steel shall be manufactured in accordance with AISC standards. B. Make bolt holes 1/16th inch larger than nominal bolt diameter. All bolts shall have threads excluded from shear plane. C. Make fillet welds 1/4 inch minimum. Make butt weld full penetration. D. All welding shall comply with AWS D1.1 Structural Welding Code. 2.02 ERECTION: A. Erect structural steel framing plumb, level and properly aligned in accordance with building lines and elevation on Drawings and reference standards. B. Field cutting and modifications of structural framing will not be allowed unless specifically approved by Architect. C. Provide necessary bracing and shoring during erection to ensure safety of personnel and structure. Allow superimposed construction loads only after erection is complete. D. Apply touch-up primer to field welds, bolted connections, and areas where shop primer has been damaged. 3.00 STEEL JOISTS: (Owner Furnished) 3.01 MATERIALS: A. Steel Joists Designed in accordance with SJI Standards, LH or K-Series, as noted on Sheet S-3,50,000 PSI Steel, Camber Joists to accommodate dead load deflection. B. Welding Materials As recommended by AWS. 3.02 ERECTION: A. Coordinate and verify proper placement of required anchors and accessories. B. Erect in accordance with AISC and SJI Standard Specifications C. Field weld joists to steel beams, bearing plates or angles after alignment and positioning. Weld each side with 1/8th inch fillet weld one inch long minimum. D. Provide temporary bracing, as required, to ensure safety during erection of joists. 4.00 METAL DECK: (Owner Furnished) 4.01 MATERIALS: A. Roof Decking ASTM A446, Grade C, 33,000 PSI 1.5" Type "B" wide rib, 22 gage, galvanized, coating conforming to ASTM A525-660. B. Fasteners TEK #12 - 1 1/4" at supports, 3/4' at side caps self tapping screws. C. Metal decking must be stored off the ground with one end elevated to provide drainage and shall be protected from the weather with a water proof covering that is ventilated to avoid condensation. SECTION 0501 STRUCTURAL FRAMING AND MISC. FABRICATION (CONT) 4.02 ERECTION: A. Install in accordance with SDI requirements and manufacturers printed instructions. B. Lap decking sheets at supports only, properly nested. C. Provide temporary shoring, as required, during application of dead loads to maintain decking level to avoid damage. Do not leave placed sheets unattached at the end of the day. D. Secure decking to support members with self -drilling, self -tapping screws at each rib and at each side lap. Align all screws. Weld deck to perimeter angles with 5/8" diameter puddle weld at 12" o.c. E. DO NOT install any dull or oxidized metal decking. Contact the Architect for instructions. 5.00 METAL FABRICATION: 5.01 SCOPE OF WORK A. Work included but not limited to: 1. Anchor Bolts 2. Column Setting Plates 3. Joist Bearing Plates 4. RTU Equipment Supports 5. Overhead Door Frames 6. Steel Pipe Guards 7. Metal Edge Angles 8. Pipe Railings 9. Roof Access Frame and Ladder B. Provide detailed, complete shop drawings in accordance with General conditions and with AISC Standards. A. Steel Tubing ASTM A501 B. Steel Angles & Plates ASTM A36 C. Nuts and Bolts ASTM A307 D. Welding Electrodes As recommended by AWS E. Primer Rust inhibitive type compatible to finish coat. 5.03 FABRICATION: A. Arc weld all connections unless indicated otherwise. B. Insofar. as practicable, shop fabricate all items complete and ready for installation. C. Punch or drill holes required for connections. Burned holes are not permitted. 6.00 TESTING AND INSPECTION: A. The contractor shall be responsible for furnishing any special inspections specifically required by Building Codes and local Authorities. If none are required the minimum requirements for this section shall consist of inspections and reports on all field welded and bolted connections. B. Testing and inspections shall be performed by on independent organization from the Contractor and signed by a Registered Professional Engineer. C. Work failing to meet minimum requirements shall be replaced and/or modified to meet the satisfaction of the inspecting engineer at no cost to the owner. SECTION 0502 SHEET METAL FLASHING v o 4M tE 1.00 MATERIALS: U i t 4M Cn A. Metal Flashing ASTM A526, G90 coating ® o 0 phosphotized 25 gage, unless otherwise indicated on drawings. B. Solder 50-50 Composition for galvanized metals. o C. Flux Raw muriatic acid or a type ® Z specifically suited to the WM conditions used. j2! D. Nails, Rivets, and Fasteners Having rust resistive coating IL cvi compatible to, and designed 0 for, the material being anchored ® E. Plumbing Vent Flashing 2 1/2 lb. lead. ; W� � a 2.00 METAL FLASHING INSTALLATION: W z A. Install metal flashing as detailed on Drawings and in a 0 manner that will ensure water tight conditions. B. Hem exposed edges of metal flashing a minimum of 1/2" N C> Flashing joints shall be 3" loose slip joints filled with an elastic cement. Z C. Fabricate metal flashing with lines, risers and angles Z sharp, true and plain surfaces free of waves and buckles. D. No exposed fasteners in metal flashing, except at coping. 0 - 0 Q U 3.00 PLUMBING VENT FLASHING INSTALLATION: } � � A. Turn on to roof a minimum of 4 inches and up, over and down W U into vents a minimum of 1 .inches. 0 UL� CL 4.00 COPING COVER SYSTEM: J J A. Furnish and install Cheney Coping Cover System (or equal) Q Z IF as manufactured by Cheney Flashing Co., 623 Prospect Street, Trenton, NJ. a - U B. All exposed members shall be furnished in Fluropon-Kynar 500 't Ln(L W fluorocarbon. Color #30 BLACK. 10'-0" lengths. a M LU = C. Coping system shall be assembled and installed in strict U accordance with manufacturers specifications and instructions Q SECTION 0503 . LIGHT GAGE FRAMING REVISION 1.00 MATERIALS t. W A. Studs and Tracks Formed galvanized sheet coated in 2. 6 accordance with ASTM A525. 6" channel Z shaped sections with punched 16 gauge a steel ASTM A446, Grade D minimum yield 4 50,000 PSI. ARCHUM Framing shall be assembled and installed to withstand 110 m.p.h. (30 PSF wind loads with a deflection of less than L/240. B. Accessories 1. Bracing, furring, bridging formed galvanized sheet steel, channel A shaped. O/16/95 2. Plates, gussets, clips, galvanized thickness determined for conditions SPECSb encountered; manufacturer's standard shapes. AS5 SECTION 0503 LIGHT GAGE FRAMING (CONT.) SECTION 0601 CARPENTRY (CONT.) SECTION 0702 ROOF INSULATION (CONT.) FIV, C. Fasteners: Self Tapping screws, bolts, nuts and washers, hot -dipped galvanized, ASTM A90. 2.00 EXECUTION: A. Install vertical studs for canopy face connect studs to steel angles by welding per manufacturer's recommendations. B. Erect studs in one piece, full length. Splicing and wire tying of components are not permitted. C. Provide temporary alignment and bracing until erection is completed. D. Install continous top and bottom track as well as framing between studs for attachment of electrical boxes, mechanical and electrical items. E. Install bracing as required to meet Design Criteria. F. Install studs horizontal to provide framing for soffit as well as toilet room ceiling. SECTION 0601 CARPENTRY 1.00 LUMBER AND MATERIALS A. Framing Lumber: 1. Specified lumber dimensions are nominal. Actual Dimensions conform to PS 20. 2. Surfacing - surface four sides (S4S). 3. Species - Any structural grade commercial softwood, maximum moisture content 15%. B. Nailer ® Roof: No. 2 or better C. Blocking: Utility grade or better. D. Fasteners: As required for each application E. Access Platform: 3/4" C-D interior APA plywood with exterior glue F. Wall Plywood 1. EIFS CANOPY Exterior on light gauge framing 1/2" C-D exterior-APA plywood. 2. INTERIOR WALL as shown on plan Al. 1/2' C-D exterior - APA plywood. G. Soffit: Soffit 15 - as manufactured by Weyerhaeuser) 2.00 PRESERVATIVE TREATMENT (PT): A. Where preservative treatment lumber and/or plywood is specified' treat in accordance with AWPB Standards as follows: 1. AWPB LP-2, above ground application 2. Lumber shall be dried to a maximum moisture content of 19% B. Use preservative treatment lumber (PT) as follows: 1. Plates and nailers in contact with concrete. 2. Lumber in contact with exterior or masonry walls. 3. Noilers integral with roofing systems and assemblies. 3.00 FIRE RETARDING TREATMENT: A. All shall be treated in accordance with AWPA standards C-1-73 and as follows: 1. Lumber: C20-14 2. Plywood: C27-14 4.00 INSTALLATION: A. Secure members together using nailing schedule as recommended by the National Forest Products Association. B. Provide temporary bracing until permanent bracing can be applied. C. Install blocking and bridging as required to support toilet accessories, or as indicated on the drawings. D. Install soffit panels level. Panels to be set in "H & J Mold Framing System. SECTION 0701 BUILDING INSULATION 1.00. MATERIALS A. Fiberglass batts unfaced 3 1/2' thick with a frame spread rating of 25 or less and a thermal factor of 0.32 at 75 degrees Fahrenheit. B. Vapor Barrier clear 4 mil polyethylene film. C. 18" P.V.C. base flashing at block base. 2.00 INSTALLATION A. Install fiberglass butts between metal studs on exterior walls, including arear above the store front. Insure complete and tight fit from floor to underside of roof deck. B. Install vapor barrier over inside of C.M.U. prior to installing metal studs. SECTION 0702 ROOF INSULATION 1.00 GENERAL A. Do not apply insulation to wet substrate. B. Keep insulation completely dry before, during and after installation. C. Do not apply hot asphalt material when ambient temperature is 45 degrees F. or below. D. Roof insulation must be compatible with all membrane roofing Manufacturers Recommendations. 2.00 MATERIALS A. Bottom layer, isocyanurate foam board, faced roof insulation board made from polyisocyanurate foam. 1. Min. R-Value = 19 2. Referenced Standard FS HH-1-1072/GEN, FM4450 & FM4470. 3. Acceptable Materials: a. "Hy -Therm AP", 48" x 96" x 2.5", as manufactured by Celotex, R - 19. b. "Fesco-Foam", 48" x 96" 3.0", as manufactured by Manville, R - 20. B. Top layer, perlite board shall be expanded perlite and fibers formed into rigid, rectangular size= 48"x96"xO.5" units. Standard ASTM C728. C. Fasteners shall be screw type with metal cap plates as approved by factory Mutual for U.L 90 classification. 3.00 INSTALLATION A. Apply with long joints with full bearing parallel to metal deck flutes, stagger short joints. B. Secure each unit of insulation with at least one (1) fasteners per four sq. ft. located as specifically recommended by the manufacturer and in accordance with Factory Mutual Requirements. C. Do not leave insulation exposed to weather. No more insulation shall be applied than can be completely covered with finished, built-up roofing on the some day. D. Provide 4 inch cant strips where roofing abuts vertical surfaces such as parapet walls and roof curbs. Secure cants with solid hot asphalt mopping. Mop in top layer insulation with asphalt bitumen at a rate of 3 gal/square. Offset top layer joints at least 6 inches from bottom layer. Walk in boards to obtain maximum adhesive contact. Seal all penetrations and joints of insulation to prevent asphalt dripping. 4.00 PROTECTION A. Remove excess materials, trash, debris, equipment and parts from the work. B. Repair, or remove and replace, damages and stains caused by roofing work. SECTION 0703 BUILT-UP ROOFING 1.00 GENERAL A. ROOFING SYSTEM: Four (4) ply fiberglass, smooth surface with top coat and aluminized coating. B. REQUIREMENTS: 1. Roofing applicator shall be approved by the manufacturer of roofing systems and provide letter stating some. 2. Store roll goods on edge on a hard, smooth surface. 3. Do not apply roofing when substrate is wet. 4. Keep roll goods at 40 degrees F. and above. 5. Do not apply roofing when ambient temperature is below 45 degrees F. C. GUARANTEE: 1. Before final payment, Contractor shall furnish to Owner a written guarantee of products and workmanship provided in the roofing system. 2. Coverage, period of coverage, roof membrane provider's and Owner's responsibilities, excluded items, and provisions for assignment shall be as stated in the roofing system guaranty, but in no case shall coverage be less than that provided in the OCF Permo Ply Roofing Felt Limited Product Guaranty. 3. Term of guaranty, which includes both the roof membrane and base flashing shall be for 5 years. a. Limit of Liability: unlimited D. ACCEPTABLE MANUFACTURERS: 1. Celotex Corporation 80-GA--2C. 2. GAF Corporation -1055. 3. Manville Corporation- 4 GIS. �i 3 ,;. Z, l-G 0 LOLO ® rn rn HM ® Z o W E� (L vi 0 = LLJ ® J� W� 0Q WZ N_ 0? IWO U) Z O U } M LL W U J J W �U a. U) J _J J Q= � �0Z U NSW W L(�N 2 U C 0/16/95 SPECS WZ Z SECTION 0703 BUILT-UP ROOFING SECTION 0703 BUILT-UP ROOFING (CONT.) SECTION 0704 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) (CONT.) 2.00 MATERIALS A. Bitumen: . B. Felts: C. Roofing Cement: D. Top Coat: E. Surface Coating F. Walkway Pads: G. Tapered Edge Strips: H. Covering For Parapets: 3.00 PROTECTION OF OTHER WORK ASTM D312 Type II and Type III Asphalt. ASTM D2178 Type IV. ASTM D4586, Asphalt based flashing cement, asbestos -free. Bitumen asphalt type II and type III Leafed Aluminum pigment in an asbestos free fibered asphalt base. Aluminum Content: not less than 2 lb./gal. ASTM D2824 Type III. Asphalt impregnated mineral boards with slate granular surface 24" x 24" x 1/2". Perlite board taper strips ASTM C728. 90 lbs. roll roofing. A. Protect metal, glass, plastic and unpainted surfaces within wind-borne range of bitumen application. Protect neighboring work, properties, cars and person from spills and wind-borne bitumen surfacing. 4.00 INSTALLATION A. Apply buildup roofing in strict accordance with manufacturers printed instructions. B. Roofing materials shall be thoroughly dry when applied and shall be closed in at end of each day. C. Application of roofing system in phases is not acceptable. D. ROOF MEMBRANE SYSTEM: 1. Description: Four (4) hot mopped plies, plus smooth surfacing over accepted roof insulation. 2. Plies: Four shingled plies, lapped 27 - 1/2 using starter sheets. 3. Type of Felt Fiberglass. 4. Interply bitument Type II or III asphalt. 5. Smooth Surfacing: Flood coat of Bitumen over top felt layer plus fibrated aluminum roof coating. E. Application Temperatures of Asphalts: 1. Type II 350 to 415 degrees F. 2. Type III 365 to 435 degrees F. F. Roofing Ply Application: 1. Apply uniform, solid bitumen mopping at the rate of 23 to 27 lbs./100 sq. ft. Apply bitumen the full width of the sheet, and sufficiently hot to obtain complete embedment of ply to ply. 2. Roll felt into hot bitumen. Extend each ply of roofing felts to the top of the parapet wall. 3. Broom in promptly to eliminate voids and obtain total embedment. 4. Apply layer of roofing cement to top layer of wall felts and cover with 90 lb. roll roofing. Lap joints in direction of water flow. G. Smooth Surfacing: 1. Apply Flood coat of Bitumen over last felt uniformly at the rate of 25 lbs./100 sq. foot. 2. Once dry, and properly cured apply Fibrated Aluminum coating uniformly at the rate of 2 gals./100 sq. ft. Coating must be thoroughly mixed to a smooth consistency and uniform silver color. 3. Coatings shall be installed in strict accordance with manufacturer's printed instructions. H. Walkway Pad Application; Provide walkway pads at perimeter of HVAC rooftop units and roof hatch. Set walkway pads in hot, Type III asphalt at the rate of 20 lbs. per square. Provide 6 inch space at joints for proper drainage. Pads are to be within 2 inches of HVAC units. (See drawings) I. Provide crickets at high end of all roof curbs for HVAC, roof hatches and where shown on drawings. SECTION 0704 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) 1.00 ACCEPTABLE MANUFACTURERS: Sto Industries Atlanta, Ga. Tom Rosenberger or Mary Elzey 1-800- 221-2397 or Approved Equal 2.00 MATERIALS: A. Dispersion Adhesive B. Insulation Board C. Reinforcing Fabric: ■IM:1116*9 E. Finish: F. Water: G. Aggregate 3.00 EXECUTION: A 100 % copolymer emulsion adhesive that is waterproof and vapor permeable. Aged expanded polystrene 1PCF, minimum 1"thick,conforming to FS HH-1524C,typel Open weave woven glass fiber mesh to be alkaline resistant coated at least 20 grams per sq. yard. A 80% acrylic 20% portland premixed polymer -based grout coat. Redi-mixed all acrylic based wall coating having integral color and aggregate. Sto color Maxicryl #21609 see drawings for locations. Clean and potable. Stolit K 1. A. All installations of STO materials shall be performed by and/or supervised by STO trained applicators. B. The finish system shall be applied in accordance with STO specifications. C. The surface to receive the STO Full Thermal System shall be structurally sound, clean, dry, and uniform. D. Ambient temperature shall be 40 degrees F. or higher during installation and for at least 24 hours thereafter. E. Avoid application in direct sunlight. F. Sto Dipersion Adhesive to be applied in ribbons using a 3/16" trowel, and running horizontal with the building walls. G. Maintain surface flatness with maximum variation of 1/8" within 10 feet. H. No exposed or partially exposed fabric will be acceptable. ,,� 5.q-4. Y4 I. Finish shall be applied in a continuous application, always working to a wet edge. Finish shall be uniform, smooth Stolit K 1, sand -type texture. J. Any and all mixing of Sto materials to be done with clean, rust free, high-speed mixer. Small amounts of water may be added to the finish, per specification, to aid workability. K. The Sto Full Thermal System is to be completely installed and cured before soffit panels are scheduled for installation. Soffit panels shall not be installed prior to the installation of the Sto Full Thermal System. Should this occur, the Sto System installer will be responsible for cleaning all soffit panels of any debris, paint, etc. L. Where indicated on the drawings install BTS-B and reinforced finish coats directly on the smooth face concrete block. M. Color of finish applied to full thermal system shall be Sto color Maxicryl #21609. Color of finish applied directly to concrete block, when required, shall be Sto color Maxicryl #21609. 4.00 WARRANTY A. Contractor shall provide owner with the Sto 5 year Systems warranty. SECTION 0705 SEALANTS 1.00 GENERAL: A. Install sealants between all dissimilar materials as well as all expansion, construction and saw cut joints. 2.00 MATERIAL: A. Exterior 1. Masonry Control Joints: Paintable Polyurethane base, multicomponent, chemical curing: type II non -sagging conforming to FS TT- S227E with 25% joint movement capability. 2. Aluminum Framing System: Silicone base, one component, chemical curing conforming to FS TT-S1543A with 25% joint movement capability color to match adjacent surface. 3. Expansion and Control Joints in Paving: Polyurethane based, multi component, self -leveling, chemically curing, type M, grade P conforming to FS TT-S-00227E. Color to closely match pavement color. B. Interior: Paintable acrylic base, one component, solvent curing non -staining, non -bleeding, non -sagging, conforming to FS TT-S- 230 Type II with 7.5% joint movement capability. C. Primer: Non -staining type recommended by caulking manufacturer to suit application. D. Joint Cleaner: Noncorrosive type recommended by caulking manufacturer to suit application. E. Joint Filler: Round, open cell polyethylene form rod oversized 25%-50%. 3.00 INSTALLATION: A. Clean and prepare joints in accordance with manufacturers recommendations. Remove loose material and other foreign matter that might impair adhesions of caulking. B. Ensure that joint forming materials are compatible with caulking. C. Comply strictly with manufacturers printed instructions. D. Remove excess caulking materials from surfaces adjacent to caulked joints. a 00 00 �LO ® rn rn 8- ® o Z 00 W IL ui x ® JM W� � Q WZ M C) O WCID o Z O �d Q QLo U } crl LL W W J Q :D �0= U N Ln cW W a tf1 N ~ 2 U Q REVISION SPECS a AS7 UZJ SECTION 0706 ROOF ACCESSORIES 1.00 Roof Scuttle: SECTION 0803 ALUMINUM ENTRANCE DOORS/STOREFRONT AND GLAZING 1.00 General: SECTION 0803 ALUMINUM ENTRANCE DOORS/STOREFRONT AND GLAZING (CONT. 5.00 INSTALLATION: o � 0 0 LOL0 A. Size 2'6" x 3'0" Type "S" galvanized with red oxide primer as manufactured by Bilco Co. B. Install roof scuttle where indicated on Drawings and in accordance with manufacturer's specifications and installation instructions. C. Paint roof hatch black. SECTION 0801 HOLLOW METAL DOORS do FRAMES do WOOD DOORS 1. GENERAL: A. Deliver, store and handle doors and frames in a manner to prevent rust and damage. Provide cardboard packaging, separators, banding, spreaders and paper wrappings as required to completely protect doors during transportation and storage. Store doors upright, under cover, in a dry area. 2.00 MATERIALS: A: Steel Door Frames: 16 Gage cold -rolled steel in sizes and profiles as shown on drawings. Miter corners, weld and grind smooth. Prepare frames to receive three silencers. Apply a shop coat of baked on rust inhibiting primer. Provide a removable spreader bar welded to bottom of frames for rigidity during transit and handling. Provide anchors as required by all conditions and as indicated on the Drawings. B. Frame Reinforcement: 1. Hinge: 7 gage 2. Lock: 12 gage 3. Closer: 12 gage 4. Hold Open Devices: 12 gage 5. Panic Devices: 12 gage C. Steel Doors: 18 Gage bonderized steel permanently bonded to rigid polystyrene foam core. Flush design with seamless faces and edges. 16 gage closer channel top and bottom. Apply shop coat of baked -on rust inhibiting primer. D. Door Reinforcement: 1. Hinge: 7 gage 2. Lock: 12 gage 3. Closer: 12 gage 4. Hold Open Devices: 12 gage min. 5. Panic Devices: 14 gage min. E. Wood Doors: Flush, solid core, seven -ply construction. Spec. FPC in accordance with AWI 1300-G-Rotary cut, paint grade birch Face Veneers in accordance with AWI-S-2 standards. 3.00 INSTALLATION A. Install frames plumb and square in strict accordance with frame manufacturer's instructions. B. Hang doors level to provide for easy operation. SECTION 0802 OVERHEAD ROLLING DOOR 1.00 GENERAL: A. This door is furnished and installed by owner's vendor. Contractor is to furnish and install steel channel angles frame around masonry opening as well as chain guard and threshold as indicated on the Drawings. A. Submit detailed, complete shop drawings executed by the aluminum manufacturer. B. Framing system to be designed for the same windload as the structure. C. Install reinforcement concealed in vertical framing members as required to comply with wind loading. D. Supply an original site specific certificate of compliance, signed by an officer of the aluminum manufacturer that all frame material meets project specifications. 2.00 Materials: A. Storefront: 1. SYSTEM: Flush glazing, single glazed, unless otherwise noted on Drawings. 2. FRAMES: Extruded aluminum 6063-T5 alloy. Compy with section 1.00 C. above. 3. FINISH: Finish shall be P.P.G. DURANAR (70% KYNAR) Red Exotic # UC45282 XL w/UC51132 clear top coat. 4. SEALANT: See Section 0705 3. INSTALLATION: Install per manufacturer's written installation instructions using sub -sill, end dams, water diverters, etc. Installation contractor shall furnish and install all sustem components to provide for a complete project whether the items are specifically shown in contract documents or not. B. Entrance Doors: 1. Medium stile, 3 1/2" top rail and stiles and 7 1/2" bottom rail. Clear finish anodized aluminum. Top and bottom ball bearing center pivot sets. C. Glazing: 1. Door, Sidelights and Store Front: 1/4" thick clear float glass, tempered or laminated as required by local or national ordinance or code. 2. Use high performance evergreen glass as manufactured by Libby Owens Ford in lieu of clear if noted. Refer to Storefront Elevation Sheet. 3. Glazing Sealant: General electric 1200 Series silicone sealant or "sili-glaze". 4. Insulated Glass: 1" thick overall with 1/4" inch inboard and outboard lites, or use Evergreen Glass on the outboard lite for west exposures or as otherwise noted on Drawings. 3.00 PRODUCT HANDLING: A. Protect glass from damage before, during and after installation. B. Remove glass with chipped edges from the site immediately C. Deliver glass with manufacturer's labels attached to each pane. Remove labels immediately prior to final inspection 4.00 ACCEPTABLE MANUFACTURERS: A. Framing Systems: 1. U.S. Aluminum 2. Vistawall 3. Kawneer 4. YKK B. Glass 1. Libby Owens Ford (LOF) 2. Pittsburgh Plate Glass (PPG) A. Set all frames true, level and plumb. B. Install sealant between frames and surrounding surfaces. C. Install reinforcing within the framing system as required to meet the windload. D. Install all glazing in strict accordance with manufacturers instructions. E. Hang doors and adjust for easy operation. SECTION 0804 HARDWARE 1.00 GENERAL: A. Contractor shall furnish and install all hardware and accessories necessary to provide for a complete project whether the items are specifically scheduled or not. 2.00 MATERIALS: (schedule) A. Glass and Aluminum Entrance Doors 1. Double Acting Closer- Concealed Jackson JED 101 with 90 degree stop. Single Acting Closer- LCN 4041PA 2. Locks- Cylinder lock Best Co. IE-6A4(key operation exterior and thumb turn interior). Furnished by owner, installed by G.C. 3. Threshold- Aluminium 5" wide x 1/2" high sized to fit opening. 4. Push/Pull Bars-1" diam. red nylon coated Kawneer Classic "CP" or U.S. Aluminum Pro-33. a. Single Acting Doors: One side only. b. Paired Doors: Both sides of door. 5. Frame Stop- Aluminum clip applied to head, finish and color to match framing system. B. 3'x7'x1-3/4" Solid Core Wood Doors At Toilets - Hollow Metal Frame 1. Hinges: 1-1/2" pair 4-1/2"x4-1/2" Hager #1279 2. Lock Set: Schlage A40S Levan #626 Finish 3. Door Stop: Ives #436 4. Signs: Universal Mens & Womens plastic. A.D.A. approved. 5. Silencers: Glynn Johnson GJ64 (3 per strike side of frame) C. 3'x7'x1-3/4" Hollow Metal Doors At Exits - Hollow Metal Frame 1. Hinges: 1-1/2" pair 4-1/2"x4-1/2" NRP Hager #1279 BB 2. Push Bar: Sargent #2828 3. Closer: Sargent #1250-H 4. Viewer: Stanley or Ives centered in door 5'-0" above finish floor. 5. Weather Striping: Notional Guard Products #164 6. Threshold: National Guard Products #425 7. Rain Drip: Notional Guard Products #101 AL 8. Rain Sweep National Guard Products #101 AV 9. When doors are paired provide flush bolts on inactive leaf and size required hardware to fit overall opening. On the exterior or the inactive leat provide a continuous steel 3Lzplate 1/8" thick x 2" inch wide full height of door to cover the joint between doors. Plate to be welded to door 7V with a continuous fillet weld. 110 i0 F EVISI rn rn 8 Zo ao W "' E� 0= JW WM W� 0!t! WW son 0? N co o U) Z 0 U LL LU EL Cn J F-' W 1-- U Q 11. 11 /28/951 .1 SPECS W 5 Z SECTION 0804 HARDWARE D. Pair 2'-6"x6'-8" Solid Core Doors At Telephone Cabinet - Hollow Metal Frame 1. Hinges: 1-1/2" pair 4-1/2"x4-1/2" NRP Hager 1279 (each leaf) 2. Lock Set: Active leaf -Best 83T Dead lock with Deadbolt - Furnished by owner installed by G.C. Inactive leaf to have surface mounted bolt top and bottom, OFCI. E. SPECIALTIES 1. Corner Guards: Aluminum 3"x3" x length required x 0.080 thickness with mitered corners. a. Provide along top edge of toilet rooms. b. Provide at outside corner of toilet room c. Provide at both jambs and head of exit doors. d. Vertical member shall be one piece in length. 2. Chain Guards At Overhead Door:Aluminum 6" wide x 9'-6" x 0.080 thickness a. Provide on chain side of overhead door b. Cut slot at top of guard to allow sprocket wheel to turn freely. Maximum 1" clearance all sides. c. Cut opening at bottom of guard for alarm junction box. 3. Vinyl Numbers: Provide vinyl street numbers of the height required by local authority. Numbers are to be located in the glass panel either above or adjacent to the entrance door. Color to be white. 4. Signs: Provide a sign over each glass and aluminum door read as follows "THIS DOOR TO REMAIN UNLOCKED DURING DURING NORMAL BUSINESS HOURS". 3.00 Installation A. Install all hardware and specialty items in strict accordance with manufacturers printed instructions, utilizing an appropriate concealed fastening system. SECTION 0901 RESILIENT TILE FLOORING 1.00 GENERAL: A. Before commencing work check floor for conformance with specification tolerances for levelness (1/8" per 10' plus or minus non cumulative). B. Level floor to this minimum specification prior to installing Tile. C. If leveling is required use Ardex K-15 in strict accordance with manufactures specification requirements D. Lay resilient tile flooring at 65 degrees F. or above. E. All unused tiles to remain in store along with one unopened box of each the color. 2.00 MATERIALS: A. Self Leveling Underlayment 1. Primer - Ardex P-51 2. Leveler - Ardex K-15 3. No substitutions for above B. Finish Flooring 1. Floor tile shall be Armstrong Imperial #51899, Cool White size to be 12"xl2"xl/8". 2. Feature tile shall be Armstrong #56806, Red II size to be 12"x 12%1/8". 3. Base shall be standard top set cove type, 4" high x 0.08" auge vinyl as manufactured by Armstrong or Flex Co., Color Black). 4. Adhesive - Armstrong S.515 clear mastic. SECTION 0901 RESILIENT TILE FLOORING (CONT) 3.00 INSTALLATION: A. Self Leveling Underlayment 1. All ARDEX products shall be installed in strict accordance with manufacutres printed instructions which the contractor shall obtain and have on site prior to commencement of any work. 2. Printed information is available from ARDEX Inc. ARDEX INC., 630 Stoops Ferry Road, Corooplis, PA 15108 Phone (412) 264-4240 Fax (412) 264-1622 B. Finish Flooring 1. Remove ridges and bumps from substrate. Fill low spots, cracks, joints, holes and defects with filler recommended by the manufacturer. 2. Run grain or pattern in only one direction (side to side.) 3. Open enough tile cartons and mix tile to ensure shade variations do not occur within any one space. 4. Lay tiles symmetrically about center line of areas with tiles against walls not less thon*6" wide (see drawings for tile layout.) (Note: roll floor with 250 lb. roller) 5. Provide -vinyl edging where edge of tiles are exposed and where tiles abut other floor finishes, unless designated otherwise on Drawings. 6. Immediately remove excessive adhesive from visible surfaces. 7. Wait at least four days after installation before washing floor, to prevent adhesive bonding problems. 4.00 FINAL CLEANING AND WAXING: A. Clean floor with a neutral cleaner: Do not use any type of stripper on the floor. Use Buckeye Blue Cleaner or equivalent B. Floor must be thoroughly clean and dry prior to applying wax. Use an untreated dust mop to sweep floor prior to laying wax. C. Waxing Floor 1. "Buckeye Casleguard Wax" shall be supplied by owner and received by contractor. 2. Owner will furnish four (4), five (5) gallon Action Packs of Buckeye Castleguard Wax. 3. Must use "Buckeye Casleguard Wax". (supplied by owner) No substitutions will be accepted unless a written change order is provided by Architect prior to application. 4. Contractor to apply a minimum of four (4) coats of wax and will apply additonal coats until all four (4) Action Packs are utilized completely. 5. Allow each coat of wax to dry a minimum of forty five (45) minutes before applying the next coat. D. Allow wax to dry overnight prior to buffing. E. Buff the store prior to use. Use a high speed buffer, minimum 1500 rpm. F. Provide empty Castleguard Action Pack boxes at final punch. G. Contact Buckeye International if more detailed instructions for application are needed. BUCKEYE INTERNATIONAL, INC. Attn: Brandon Furies 2700 Wagner Place Maryland Heights, Missouri 63043-3471 1-800-321-2583 Ext. #187 SECTION 0902 GYPSUM WALL BOARD 1.00 MATERIALS: A. Gypsum WolI Board: 1. Standard: ASTM C 36. 1/2 inch thick, square cut ® rn C) ends, tapered edges, unless otherwise noted on Drawing. 2. Water Resistant: ASTM C630, 1/2 " thick, square cut ends tapered edges in restrooms only. o B. Tape: Conform to ASTM C475. W GO C. Joint Compound: Ready mixed conforming to ASTM C475. E D. Wood Supports: Type W, bugle head screws IL v' conforming to ASTM C894. ® w E. Metal Supports: Type S, bugle head screws W conforming to ASTM C646. > F. Corner Beads: 1-1/4 x 1-1/4" galvanized steel. W G. Metal Edge Trim: Square nose and "L" type, as .cappropriate. W H. Metal Studs: 3 5/8" metal, 25 gage. I. Control Joint: "V" Shaped, 25 gage. O J. Closure Strips: Flexible closure strip for metal deck, M vulcanized, 1" inch , color black, N o closed cell EDPM synthetic rubber as vi manufactured by "Consolidated Systems Z Inc." Telephone 1-800-624-0925 0 2.00 INSTALLATION: � A. Install metal studs vertically at 16" O.C. (� Q B. Apply gypsum panels "horizontally" at maximum practical length. Q U C. C. Fit ends and edges closely. Position end joints over L n supports and stagger adjacent rows. tj U D. Install water resistant wallboard in toilets. Place factory J J W edges down and treat cut edges and holes with sealant. 3 LL 1L E. Install metal edge trim where gypsum panels abut a different Jj material and where indicated on drawings. Q F. Install accessories with screws, nails or crimping as J _J = < appropriate. Do not use staples. G. Maintain surface flatness of joint compound, with maximum variation of 1/8" in 10 feet. = U H. Sand joints and areas where joint compound has been applied W to provide a smooth finish suitable to receive paint. C-4 CA W F- I. Install metal studs each side of expansion joints in masonry. s N = J. Install control joints in Gypsum Wallboard where expansion U joints occur in masonry walls. IX Q K. Install closure strips in accordance with manufacturers printed instructions. REVISION SECTION 0903 PAINTING 1. 11/20/95 W 1.00 GENERAL: 2. 6 A. This specification and attendant schedule contain all approved 3. Z products and colors to be used on AutoZone stores. These products and colors should not be changed without written 4. authorization from AutoZone. ARMCT: B. For information regarding availability of material: A AKZO/Chromatic Paint Maximum lead time is 2-5 days. Contact: 1-800-233-2303 CHECKED ff: Sherwin Williams Paint Maximum lecd time is 3-5 days. 0/I6/95 Contact: Dove Mahowald at 1-800-321-8194 9� Z� Sto Industries, Atlanta, GA. 2 GA. SPECS Contact: Mary Elzey at Contact: 397 Y Rainguard Products AS 9 Contact: Jeanne Alderson at 1-80 .. 2-4 4 SECTION 0903 PAINTING (CONT) 2.00 MATERIALS 2.01 INTERIOR REFER TO DRAWINGS FOR REQUIRED PAINT COLORS AND THEIR LOCATIONS. A. WALLS: 1) Drywall Primer - 1 coat ProMor 200 Latex Primer B28W200 2) Finish Coat [AZRW] - 2 coats Metalatex Semi -Gloss Latex #SW4082 (Block & Drywall). B. STRIPE - ORANGE [AZOW] Finish Coat - 2 coats Metalatex Semi -Gloss Latex #B42E39 plus Custom Tint. (Block & Drywall) C. STRIPE - BLACK [AZBW] Finish Coat - 2 coats A-100 Flat Latex Tricorn Black-#A6B550 (Block & Drywall) D. STRIPE - WHITE [AZWW] Finish Coat - 2 coats ProMar 200 Latex Semi -Gloss Pure White Enamel - #831W201. E. RESTROOM: Finish Coat - 2 coats ProMor 200 Latex Gloss #B21W200. F. DOORS [AZRW] 2 coats Metalatex Semi -Gloss Latex #SW4082 G. DOOR FRAMES [AZBM] 2 coats Industrial Enamel. Gloss Black #B54B11 to both sides. NOTE: Interior paints available from Sherwin Williams. 2.02 EXTERIOR REFER TO DRAWINGS FOR REQUIRED PAINT COLORS AND THEIR LOCATIONS. A. EXTERIOR GRAPHICS: (On E.I.F.S.) 1. BLACK [AZBG] Kem Lustral Gloss Black #F65B1. 2. PRIMER - Picco #11-01BO White. (For Red and Orange paints below). 3. RED - Picco #11-102 Fire Red. 4. ORANGE - Picco #11-124 Medium Orange. NOTE: Paints available from SHERWIN WILLIAMS. (PICCO COATINGS supplied through SHERWIN WILLIAMS.) B. EXTERIOR BLOCK AND CONCRETE STEM WALLS (IF EXPOSED): SHERWIN WILLIAMS: COLORS - (Custom Mix) Light Grey - Exterior A-100 Latex Flat AutoZone Light Grey. Medium Grey - Exterior A-100 Latex Flat AutoZone Medium Grey Dark Grey -- Exterior A-100 Latex Flat AutoZone Dark Grey. APPLICATION - First Coat - LOXON acrylic exterior primer A20300 Second Coat - A-100 Exterior Latex Flat Paint Third Coat - A-100 Exterior Latex Flat Paint NOTE: If paint is spray applied, back rolling will be required. SECTION 0903 PAINTING (CONT) SECTION 0903 PAINTING (CONT) '- ^ o o ao co REFER TO DRAWINGS FOR REQUIRED PAINT COLORS AND THEIR LOCATIONS. 3.03 PAINT APPLICATION: a u' v' a) C"C) ALTERNATE #1: STO INDUSTRIES A. Apply finishes in strict accordance with the manufacturer's ® o 0 COLORS - Light Grey - STO Maxicryl color #21609 printed directions. ® Dark Grey - STO Maxicryl color #21605 B. Access doors or panels, exposed pipes, and raceways shall be Medium Grey - STO Maxicryl color #21607 painted to match adjacent First Coat - STO Color "F" color to match finish coat. surface except where color coding is specified. Second Coat - STO Color "F" color to match finish coat. C. Interior and Exterior surfaces to receive specified primer ® Z M Third Coat - STO MAXICRYL - Full strength. coats. All metal surfaces are to be primed, including surfaces W NOTE: If STO Maxicryl is spray applied back rolling is required. with shop coat primers. N ALTERNATE #2: RAINGUARD PRODUCTS 4.00 WARRANTY ® J COLORS - Light Grey Rainguard Stain Color #4314 A. ALL PAINTING SHALL BE WARRANTED FOR ONE (1) YEAR AGAINST , j Dark Grey - Rainguard Stain Color #4315 BECOMING UNSERVICEABLE OR OBJECTIONABLE IN APPEARANCE AS RESULT UJ Medium Grey - Rainguard Stain Color #4366 OF BEING DEFECTIVE OR NON -CONFORMING. WITHOUT LIMITING THE 0 First Coat -Rainguard XS Waterproofing or Block Lok WARRANTY, THE WORK SHALL BE WARRANTED Second Coat - Rainguard Opaque Masonry Stain NOT TO: W o 0 1. Noticeably discolor, yellow, streak, bloom, bleach o C. PIPE GUARDS/ GUARD RAILS darken, or fade. Steel Primer - 1 coat Kern Kromik Universal Primer #85ONZ6 2. Change sheen. w C) Finish Coat - Picco #11-102 Fire Red 3. Peel, crack, blister or alligator. W 4. Release from the substrate or intermediate coats. Z D. PARKING LINES: 2 coats AutoZone Orange Traffic Paint. 5. Chalk or dust excessively. 0 Machine applied at the rate of 350 L.F. per gal. 6. Stay tacky or become tacky or mildew. Available from Farrell Calhoun Paint Co. 221 East Carolina Ave., Memphis, TN. 38126 SECTION 1001 TOILET ACCESSORIES U Phone (901) 526-2211 - Tom Bambrick or LeAnn Hatchet Q - 1.00 GENERAL: } (A LL E. GUTTERS/DOWN SPOUTS W U Primer - Galvite Primer #B50W3 - Sherwin Williams Paint Co. A. Contractor shall furnish and install all toilet accessories 0 U_ IL Color - Sherwin Williams, Exterior A-100 Latex Flat necessary to provide for a complete project to meet all local AutoZone Light Grey. or governing requirements whether items are specifically J J Alternate #1 Color - Sto Maxicryl, color #21609. scheduled or not. J J J - Q 2 full coats, full strength. B. All accessories are surface mounted and shall be equal to those Q Minimum 7 dry mil. thickness. specified below. W C. Provide all concealed blocks required to anchor each item. F. CORRUGATED COLUMN and METAL MAN DOORS = U Primer - Galvite Primer B50W3 (column only) .00 MATERIALS (Schedule) c�v n W W Kem Kromik Universal Primer #B50NZ6 (man doors only) A A. Mens Toilet 1: Finish Coat - Picco #11-102 Fire Red 1. Toilet Paper Holder - Rubbermaid #7627-White U NOTE: Paints available from SHERWIN WILLIAMS, unless 2. Paper Towel Holder - Rubbermaid #2364-White noted otherwise. 3. Grab Bar 36" long - Bobrick #8-6106x36 Q 4. Grab Bar 42" long - Bobrick #B-6106x42 REVISION 3.00 INSTALLATION 5. Framed Glass Mirror - Bobrick #B-165 1836 3.01 GENERAL PREPARATION: 6. Mop Holder - Bobrick #B223x24 (mounted above mop sink) t. 11/22/95 W A. Verify that surface preparation is complete to the point 2. 01/24/96 5 that finishes may be properly applied. B. Womens Toilet Z B. Surfaces shall be thoroughly dry. Application of finishes over 9 Y Y• PP 1. Toilet Paper Holder - Rubbermaid #7627-White 3' rust, dirt, and foreign substances will be cause for rejection. 2. Paper Towel Holder - Rubbermaid #2364-White 4. C. Completely mask, remove, or otherwise adequately protect 3. Grab Bar 36" long - Bobrick #8-6106x36 ARCMECT. hardware, accessories, or other adjacent surfaces. 4. Grab Bar 42" long - Bobrick #B-6106x42 D. Thoroughly clean surfaces involved before applying paint or 5. Framed Glass Mirror - Bobrick #8-165 1836 g other surface treatment. g 3.02 PREPARATION OF METAL SURFACES: lk/116/95 A. Clean surfaces thoroughly with solvent and allow to dry g y y � 3.00 Installation SPECS thoroughly before applying paint. A. Insto!I all toilet accessories in strict accordance with B. Treat new galvanized metal surfaces with a chemical etching Vcturers printed instructions. compound as recommended by the paint manufacturer. Remove Qj II ancboring devices shall be placed into a concealed excess etching solution and allow to dry completely befor bl. vrrig. �� I O applying first coat of paint. 3 NM5: 1. 5," %V 011=55 W41H 6 x 6- W .4 x WI.4 W.W.F. OR FVW5N. MAIWAN Mt 5li MAIM Af ONE I�W.F lit 1HCK4�55 OF S; a SLAB. PIa0M A 6 W. WOR DAM xw P5J. GONGIM f 2. ENW GONOM FOWAM TM"SLAB. t!C i fO M o 0 POLIO Af at TIM , LUZ55 A9'WM 9Y A KOZONS. , 3. 5iw CUf ow QAttF.K 5w 14�1=55 FOR fW.A CONIlaOL iom. 5PALE EQIKLYA5 M.IUZ-55MIMI% _I % C44ZV FOR N 5OL5 MOM 4. N.I. FOOTVJ( VC94N 15 BA5W ON A MH" OF 2" P5F. 50L P "MT5M. FOR FOoW6 505"for &�POrfO10N5 M UVA15 4f y 17RA 1MNG 11wil 5. RER fO 6COTE45NM R6i'M we" %A4.L It GO DA5PW01 Itt GON1RAGf 17O0JME;NfS. S2F PO NOf PROM WI1ii KIM WPM. GONfAGrNJfozow 5HO L171N5 WRY NOf M NO.lrt7W. 6. MISGft LftOL5 CDNC9M: 12"A2"x9" Af Al WIM cLm OLIM 241lx24"X4" Af EXll= CA5 N1t;11;R. 3'-4" 23'-0" M.O. 5' x 5' GONG. lbPm _ I ------------- -------------------- ----------------------------------------------------- ---------------- --------------- - - - - --------- - --- -- - -- - -- WIT OF 5LN3 Foorm - F05 ' OF SLAB TO j(s2F 29'-1 1/2„ CENT 33' 1" 52F 31'-1 1/2" CENTER Of COLUMN6 IF S2F CENNTTERGE � COLUMN COLUMMN _ 4 1 4 _ 12 3/4r O T$I 4x x1 4 i F02 �S, S�S��1,N i F02 i5, 5x5xv- I I 0�- I I O`V I 1 1 S2F(�rYpAI.�F IJG N -11 /1 --- 1 2 3/4 FLL fOCKft w/ NON - 5M KEDGE ' I I OF SLAB TO I CENTER OF COLUMN am Min CaLm 15 %f I I 1 1 I (IYM-) I I 1 I I I fooTm - 1`05 I I I , I (PF.RIM4;i�R FfGJ I ' I ' I , I I I I cam Jow Mr.) I t I I l 1 I I I I 1 I I I JIJIL u�iz f Av5Cff f� I I I I I I I WY 5LL ,V F&, 5. I IYIL�IV 1 1 1 5KALA,ComgL y VM ALL A PMrMLZ C=5. 2 2 I I I I I I I I I I I I I ' 26'- 16'-4" I I „ I I 50'-8' 11'-2 7/8" '-2 3/ 1 '-1 3/8" 5'--f 16'-11 1/4" S= Ali CMW MWCR RAW MAMM 8'"Xfoolm Foom -FM ( , C LUMN (PWAMM.) U 5MOOM ALL Q 9( 2 I I W05W CONCi�'I>r 3F I 3F ----- F03� ---� 'LF03 ------ ---� ' I -' ----- -------------- -- -- - - - - - - - - ' F04 _ J - - _� : ---- St76WN.K i _ _ I)O 1 _ - - wa of 15T PLMI OR M • --- ---- --- - - - - - - - - - - - Gomm 2' 10" 5'-8" 5'-5" 5'-1' 6'-0" 5'-7" 5'-5" 5'-8" 5'-8" 2' 11 11 I I 10" JOW5 5-6" 5-6" 5-4" 5-6" 5'-6" 5'-85-8" 15-2" I 6'-0" I 6'-" I " '-9" '-9"I 2I5 5- 0" 95'-4" OUTSIDE BUILDING DIMENSION 5- 0" NM: WM fO %W "53" FOR FOOTING 50WU. NOTE: 9T1; R," fArz PR6WNCt; M FOUWA11ON MM. IVER fO ff& 51.1 MR fO slit; PLM15 FOR 5tXWA 5. 4wWrR MW, FOR COWN LOCA AN7 OM 5ITE 5P"IC CONMON5. Z O LLJ s cD z 0 J m IiJ 0 V) 0 0 _i WN,KlUaVy�.•,I o h" C0NCZ-11 WN.K'MM 6x6-WAxWi.4W.WF. 15a-)O P51. CONOM G � O Go00 L,L0 m m O ` Z OI] w� (L vi x W� oQ WZ N_ ir o 02 Q Ln Z >� Q W J ": O (p cA Z O QM LL (� cvW J : o H LL W W u- REVISION 4 N M) 2. 3. 4. ARDfW- DRAFTSMA11: CfECKED BY: 01/31/96 65W LEFT Slf s Ln M M M 0 FREEFLOAT I NG SLAB CONVUf LOCKION5 t9lWN5101.19 FROM fW R966 OF %A(311 37'-1" 29'-0" / VI o 4 � n 95'-4" OUTSIDE BUILDING DIMENSION D ,,i / W C / b cn co LU Cl v) II . II // 44" t7VAm p.V,c. c"jfw/90 — 9 PAL41 EW. 5M MEAL ON 11N5 %W. 5fIB LP 2" tom SLAB. RJR f0 Gam W"PLM. 10 L� Ia Of 5w OJM W92 Of 50atZONf 1'-4" -k- M OIM WiX Of 51RMWA -L OM T MfAL5. FINISHED FLOOR 2" / PVC W/ 90 DEGREE SWEEP PVC IN SLAB CONDUIT DETAIL NOTE: ffm f0 rma MAL5 "f0 ALARM/ PIm Mf&5 1'-1or, " t- 3'-11" T-6" g'-2" ONE I" GOWW FWM ALARM FA a. 5 W LP 2" AT MM1A" 51c5K WI H 4" x 4" Jm 1m f0" III cowwrmarmpommm P#& "A" T W PM5COWice, 5116 LP 2". PiVM 4" x 4" J-VM imfo %V. O W GONNf foR t7m row fwm PANS. A fO KW PAM COMM 5 W LP 2". Pi80M h" x 4" J-" 11"f0 %V. © ONE; 3" Cowuf FROM mm BOAR17 51W LP 2" Af M*WU'5 Mr, O 3" PNm cowwemLNm %V. fO 1WRN fE 241, AY F. Mm f0 5tM PLAN FOR nLPIo�M LINE 0RW" Folw. NCB: &L cots w �w5 fo RAW 9017 6M 5vvfe 5. rnn n � O 00 00 Lo Lr) � O d d- OOi OOi o Z z W M (L vi O= J W W� t7 � a WZ � o 02 o Nto Q� Z > ttl J W J � A LL OLL Z Jj O J Q OL ID O Nr(11W - u d) N 0 Z O REVISION q N 'lV 2. 4. ARCH[rECr: aEacm BY: I/31/96 65W LEFT sis I F XT w # 5 VVN.5. FOR 1211 CMLI WALL 41 / 211 5r'Oi�FiZONr M(PAN510N JOINT � � o � l.Ar Q VEi2fI�.A. w/ 5EALANr (M) I I W DINE. ONLY E)�'ANSION JOI w/ 5EALANr 4= 4� GONGMTE SLAP g CONcmfe w/ w/ VAt'0121PAME ® ^ ^ 1/ 2" ER 6x6-WI. 4 W.W. II 6 x 6-W1.4 x .4 � E1�'AN510N JOINT ON V BAI MIZ WALK Y 3'C W.W.F. w/ SEALANT " MAN510N JOINT FINl5wV X x a x, x' • w/ 5mmr 1/ 411 CONCRIM WALK w/ _I I ° �° 3" CL. x x x Z co 1ZAnIU5 6x6-WI.hx1M.4 W.M. SEE SFfE � M MAX FAVING . Store nN. PLAN 111= - — — --- � --- - — �—III—III—III—I i I —I t , ; ,—, , , TEn n. b • T x, a x •� x x— I I —I I cL. I� I I I=1 I I=' coMrAcTEn —1 I: ;III 111= uuwu-Az Fu 0 . a -1 I I ( ) I I —III- cFANI.LAZ FU -1 I I I % W1.1 - _ #5 V&5. a 16" AI I=1 I I; #5 HOIZLz. rO BOr. b - - - _ • • . , ALT wT>; I I I I-1 I I # 5 nw�.s. Q Eou 1 uAL Tor & wr. W . _I I a l l' • I r _ , - ..- I I� I I I I �I CII ° HOOK5 I I 16 O.C. I I III-1 I— III— I #�2-#5 Hoz. ANAECOW6Rm4uv Fr— I •— �.— 1 ul5ESPCFTor & Bor. Hoacs BLnING .III � 0�5CON.F01WAT0#5 cow.3CL. No5 CONI1NI OJS r & B _1 Z- - a S CL TOM OF K6. QUA 1'-0" QUA FIN. r 2'=�—i wrrOM oOflNG „ a 2 -0 �, FIN. FFAnE 3/4"=1'-O" _< DET-SO1 3/4"/cOr-NOITE:SEE F05 FOOTING SCHEDULE FN SF01 3/4" 1'-0" NOTE: SEE F06 FOOTING SCHEDULE FN SF02 W� � J 3 1 TYPICAL WALK SECTION TYPICAL FOOTING SECTION TYP I CAL FOOTING SECTION @ sTOREFR - o w #5 C RWR 8A5- o _ W&I- l�u�. 5P&-M rO MArcH 12" CANS WA '55 x6 ca. WXL ReINFOWNG Q = I? BEYOt�7 n0OR JAMB V 4"x 12" x 12" 6A5E PLATE & Foonw BEYONn w/ 4 5/ 4"o x I' -4" I.G. 24= cA = ~ 0 E)'ANNON JOINT M)ffMAN510N JOINT C 14114414/1 Bl. HOR r01G1COl ft� a w/ 5EALANr w/ 5MANr .o b d d s (A IV OJ LL II N _I o e e 'd n d I W rtz� GONGIZEI'E 51.A8 VCONGtzET w/ I I / 2 GtZOl.tr � W —� 4x-4FW151•En E)VAN5M JOINT LL °�'X FI-OOIZ 51.A8 t�INF.N5EE 5MC5.w �'REVISION° a x x x x —r x. x x • x 2-# 5 nVwS. a I millm a GORWAZ Z 2. EI11-11a _F011�A110NI'm WAI.I. 1 FoonNG Fos • . I EI II �- M ° I o 4. IL1 e i # 5 a 1011 O.C. I, FomNG aARCHITECT- EACH WAY' o BOrrOM OF Mi. � �� . a BELOW 5 -g 1'-cr c►Eacm er: FIN. 6RAM cy/ 3 'ems• 2'-Cr s �1/31/96 a 65W LEFT 3/4" = 1'-O" SEC-A34 1/2"=1'-0" NOTE: SEE F02 FOOTING SCHEDULE D - - =1'-O" DET-S42F S2F AT DOOR 5 INTERIOR COLUMN FOOTING 4 CORNER REINFORCING DETAIL :6]:TYPICA­LSECTION T54A COL. It 51.A13 w/ • 1'-0 7/1�r 10 x 10 x 7/ 8" BASE 3 OR PALMER FILL 5 ' VP. FOCKEf w/ w/ 4 - 5/ �4"v x I'-5" GG S3 6X6 AxWI f - NON-5MNK aZO1.Ir I ANCHOR 60Lf5 E176E OF SLAB WW F. 6 /� I W. JOINT i i FcR TYPE GOMI'AC `f' I I LON GONC Tt; SLAB 1/ 8"x 10" I$1 9A% 1i. QZANILAIZ WALKW - 1'-11 3 4" w/ 4-3/ 4"i x I' -5 , I.G. x—�.�--x :- '-^-: : 8" 5f�M WAC6 M1 WRPaT5 �4 1/ 2„ 911CWFRONf "_ —III c l l l l—III— I 3 1 /2" 3 /2" I 11I—I II LEI I _ - 2" I'�1M. IN5IL• I III=1 I I=1 11=III—I F 1'�12 w/ 3-# 505T11111 — e I I I� I k GOMI'AG1 V �, �r5�h+COL. EAR. FAC>; w/ #3 II G i 1 �5 0121, O.G. ' I 1=1 I I �t7Gr Op C 2 - IV5 a TOP) I 1 I I I II I Imo' I" NON-51-�211�K 5?VM WAU. 18 71ir '� = I 1=1 I 17' TURNDOWN I=1 .' 111 � 11= citwuf I I L 5rommow FI 11= , I I I II I I oli9ns w/inside of 12" bldck wall t I , FAR SIDE j1=I II 5 - # 5's 1. & 6., I I I Ii EACH WAY I 4 1/ 2" 5ri� I M — — T1 f3�1n01MJ tZEINF. J I '�f I I� I GONtINI lS tNZtJ 1'181Z • I I I I C 11= BOTTOM OF - - - fi — J ° ° a rrnlf Fu_ AMr]I AP" 16"x 26" CMU .n o rLA5TEIZ w/ 6- ` 0 o # 5 VEIZnc& g E)Q'AN51 JOINT - w/ SEAL ` o 0 Q: �:h" . WALK XZ00 Y6-#57 W17&5• w/IL vi #3 f E 5Ef5 a O = 12" O.C. J W AL AL WZE 111=i ° a w . IIIIII-� o !g wo U 3'CL 1'-2 1 8" 1'-9 7 8" 1'-5 1 2' `r 4'-5 rUUTINGa E- WAY --- " FIN. 4'-r _ 0 :t• m J 1/2"=1'-0" NOTE: SEE � F04 FOOTING SCHEDULE FND—SF04 '- " 3/8 =1 0 FND—SF14 " _ '- " 3/4 1 0 NOTE: SEE F03 FOOTING SCHEDULE F —SF3 w � 3 COLUMN FOOTING DETAIL 2 COLUMN DETAIL PLAN VIEW EXTERIOR PILASTER FTG. SECTION W F04 NO. TYPE SIZE REINFORCING DEPTH DET. 1'-2 3 4" FILL NOfCH w/ m� o Z f5 COqeR I I W)Q'AN51oN _j J O - 12' S' r-3-1/2' COLUMN 4'-6" #5's @ 12" O.C. IgN641R) 4 12 � � I I Q � LL - , 1/ 2" CONt7llf M 51.AB F O I FOOTING AT WALL x �� 4- 6 EACH WAY 0 S3F UXAWN OF .I.NCTION13OX - 6y ALARM CONim.110K • N M W INTERIOR 5 —8 # 5 s @ 10 O.E� Ig" M �� 5 '`` . •' •, F02 COLUMN FOOTING �x 5 -8 EACH WAY � S 2 F F�IN1 7" • , ,' 1. ° °x .. x - x N LL W !•-*•' '11', ,• 24" • , ` SITE Ia,°'�- '' I 1 / 2" 6ROIJf � 4'-2" #5's @ 12" O.C. 1�(,1�N� 1 F03 PILASTER EACH WAY �� I/2 UI ° , _ LL ; FOOTING 4'X2„ S3F 10, f09E FLVt7BYAI.ARM 4'-5" #5's @ 12" O.C. Vab'CMkt'9 3 2-#3 TIEGOMI'AGTEnREVISIONFRONTFLL 1-#3 TIE a•" " °" ° I - b CCJi�tiRACfOR. F0[+ COLUMN FOOTING x 4' - 5" EACH WAY �j-h% S3F I 3' # 5 t71M-5. a 1 • 4 a - 8"xl2'�x!" EASE !� I I I- w/ 2-1 0 A.t3. s ' 2. p z __ • ° , FAGH FACT; I - _I AT 81/ 2" O.C. € _ OF's ,, OVERiEA17t700R F05 PERIMETER 2'-O" (3) #5WN CONT. �����1�Mt�� 2 _, 11=1 i I=11 I-1 I I -111 III III— ° = 22"x 16" PER J ° o o ECA mo " INFER FOOTING CONT. S2F II - ' T CL. "• ° �. •3" CL. ' f0 FOIN7A110N KAN FOR LOCAWN. 5.A8 - MFER fO STOREFRNT 3 5's CONT. I� M�t-t, 1 .. — e ° e • • e ° o ° ^" r�MION �� F06 FOOTING CONT. p, S 2 F 3"CL ° • ° . s aacm BY: # 12" O.C., E.W. 12" C.M.U. Lk OF FIM5wv WALL DOt./ FTG EQUAL _ EQ a ' 7i 4 - .! .., FIN. 3/8" = 1'—U' DET—A91 1/2"=1'-0" SCHW—F 3/4" = 1'-0" N T;i60 G SCHEDULE FND F13 61 ALARM BLOCKOUT @ O.H. DOOR PLAN wEw 5 FOOTING SCHEDULE COLUMN F TING SECTION @ WALL -"`0I/31/96 65W LEFT S3F CONCWS SLAB w/ VAPOR BARRIRR & 6X6-WI.4xWl .4 W.W.F. COMPACfRl2 GRANULAR FI-L-7 16"x 26" CMU rILA51tIZ w/ 6- #5'5 VeRTKAL EXPAN510N JOINT w/ %&Mf 4" CONG. WALK Pmw # 56 V M-5. FOR 5TV. LAP a VRRfIGAI. WALL WINF. ONLY 18" PVC CONE. BA5E FLA5HIN6 FINI5HEi7 GRAM iv 5M $1M h PLAN FILL CMU FOI WA11ON WALLS Ll SOLID W/ GROUlr # 5 DIM,5. a 16" — O.G.-ALtERNAfe II HOOK5 _ c �I T7 1 11001 12" CMU WALL 41 / 2" 5fOWFRONf RXPAN51ON JOINT w/ 5e&ANf "—X CONCK-ir 5LAB w/ 6x6-WI.4xw.4 W.W.F. ON VAPOR BARRIPR im'I— • r • a 6XPAN51ON JOINT w/ 5e&ANf (TN?.) s GONCRR7e SLAB ( IN1 elaOR) w/ VAPOR BAMR 6 x 6-WI.4 x WI.4 W.W.F. =a-i1 X ° ° e COMPACTEP GRANT LAR FILL �4'#4<a1611O.G. # 5 HORIZ. TOP & BOf. FILL CMU FOU VA710N WALL5 SOLID W/ GROU.If — 3-# 5 CONE. )71 ° BfM. FfG. III=III III-III—IIIyr41I=1 I I I CIL E0. 1'-0' EQ. B1'M. FfG.—� �' BfM. FTG. #5 a 10" EACH WAY MOW FIN15H 2'-C" MOW FIN15H FIN. GRAD 4'-2" 2'-O" L GRAM qGRAM. 3/4" = 1'-O" NOTE: SEE F03 FOOTING SCHEDULE DET-SF3 3/4"=V-0" NOTE: SEE F05 FOOTING SCHEDULE DET-SF01 3/4"=V-O" NOTE: SEE F06 FOOTING SCHEDULE DET-SF02 3 1 EXTERIOR PILASTER FTG . SECTION 2 1 TYPICAL FOOTING SECTION I I TYPICAL FOOTING SECTION @ STOREFRONT V-2 1 /2„ CL N0m: 1.) 12:fAl� I OF TH15 5HMf WFL Aa512 1fAll, i OF 5HMf 52F. 2,) I9l�rAl� 2 OF fH15 51-ff WTI,AC�519 1fAIl� 2 OF 5HMf 52F. 5.) nll�rA1L, 3 OF TH15 51-I f WT1,Aa5 P�rAll. I OF 5HMf 531`. 4.) n�rAl� 4 OF TH15 51­11 I:f MPI.Aa512:fAll, 4 OF 5HMf 5.) &I, OTH- k 12�fAll.5 Appl,Y. f5 56 COL. - 12" CMU WALL 18" PVC GONE. BA5e FLASHING FINI5HeD GRAM See 51M PLAN 16"X28" CMU I=1 PLA51U W 6 # 5 VW. AND #3 fIR5 a 8" O.G. I- I 1 1I— i` .1� FOO`fIINMG/ � 4'-6" SQ. r FILL NOTCH w/ GROUT eXPAN51ON JOINT w/ %&mf CONC. SLAB ° ax x 811 YJ 211 YJ I I BASS I� w/ 2-1" 0 ".'s AT 81/ 2" O.G. r-(6) #g a 12" O.C. I:.W. 3/4" = 1'-0" NOTE: SEE F01 FOOTING SCHEDULE DET-SF13 COLUMN FOOTING SECTION @ WALL M co M M ® rn rn v X Z� ® 0 00 U Z N ® c OZ� U ' �( W w ac Z� C7 oa wo F� M J Qcc(i F— } CA W W p �L o m� Z -� 0 Q= LL o 'i�a NCAW J s tt1 N LL W 1 r U— ItEVISION c o Z z. 3. W 4. ARCHITECT: DRAFTSWW: CHECKED BY: D1/31/96 3A 00 I CV I` o) I 2 3/4" 4'-10" 4'- 94'-8" 18 - 81<1 JOISTS ® 5'-0" O.C. 3'-6", aJ 215'r M WN6 E . ih' - " A.F.F ( 2 1 / 2" / I � CN V—Jf slr .14' - " ".P (5" n -%All CAI n 7An�u All 2An7ue v / � p I O Y M U Cl m w 0 V) z 29'-1 11/2" RTU #1 N 33'-1" a 60O LV5. V4tICiii RTU RTU #2 #3 18 - 301<11 JOISTS ® 5'-0" O.C. 5pm 50'-8" 33'-8 3/4" 1 S'- 111 1 /4" ®E RTU #4 16"x k " cm Gm PIMI M. I -O" f. (M \ 34G11 .4Tr Ja%MA" ffl f o 15'-6" 1 I.h1B 50f 1f 4 TOP Of J015f Q 154" Al S6 94'-8" 16'-4" V-4" 4'-2" GENERAL NOTES: 1. REFER TO JOB SPECIFIC SHOP DRAWINGS BY THE STEEL MANUFACTURER. WHICH HAVE PRECEDENCE OVER THESE DRAWINGS. CONTACT THE PROJECT ARCHITECT WITH ANY CONFLICTS THAT SHOULD OCCUR IN FIELD CONDITIONS. 2. STEEL JOISTS AND BRIDGING, STEEL PERIMETER ANGLES, METAL DECKING. TO BE FURNISHED BY THE OWNER. ALL REMAINING ITEMS SHALL BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR. DECK: 1.5 B 22, WITH 36/4 FASTENER PATTERNS 112 TEK/5 x 1-1/4 AT SUPPORTS 112 TEK/3 x 3/4 AT SIDELAP S/8" PUDDLE WELD TO PERIMETER ANGLES AT 12" ON CENTER. .n o 00 co rn rn rn rn o ` Z z W N o= J� W� W� 0� Wiro N_ 02 Q c�l W J �LL Z: J ca dj CL J _J Q= Z 1: 0 Q Nc1W LL s d)N LL O f REVISION Q 2 n 3. 17 a 0 4. i AaarrEcr: o 0 DRAnS w: s C►Eacm BY: n s'TEiDI/31/96 n 65W LEFT C,ONfIN1,101.5 ANGLE 3-1 / 2" X f54A COI.. 5-I / 2" X 1/ 4" VVtI,t2 f0 6AGN CONE. ANGLE 51 / 2" x 5 I / 211 x 1/ 4" co o CONGWfV eoNn J015r. FLVI2 WF.U2 fO Mac. W/ 5/ a"o eXPAN5I0N eaf5 INTO a L JOIST GIi2t7�iZ 66AM WITH fWO F (5/ 8" Af 12" ON Cl;NT R) PLOCK a 52" O.G. ® - 2 - 5/ 4"o A525 PMf5 - - # 5 s GONtINU0U5 - - 511 W x 9" L x 5/ a" D66AFZING o o v v J015f F'tZOV M 5LOr5 IN J015r5 MATE VVItN fWO I / 2"o X 5"ROOF - - 8 NF1.50N 51U25 J015f MMNG Af • T/STEEL EL. 15'-6" /N30Vl; � I- o 14'-2' A.F.F. FINI5wt2 MOOR ` z z GIRDER BEARING 13'-t3' CONMTE BONS MAMrn GAF' t 1/ 2"x 9"x I' -O" EL A.F.F. _ VVttN TWO # 5' S GONi1NU0U5 J015r J015r w/ I/ 2" G1155�f FL U - 0O 5t 1. J015f I all am WALI. - %e Wk I - AL W ARGIi. MAVVINGS MINFOPDNG X-Bi21t2GING VVIt� mQmt2 . W / 2" X 51 / 2" X 1 / 4" 2-1/ 2" X 2-1/ 2" X 5/ 16" CLp 1 / 2" EWAN510N 8O1.f IWO 61.OGK. 0� W zo POW51 KNre 1/ 2 x 6 z O'-6"-t20 I VeAm � � X 6" 5SM �'� � � # 5's CONfINU0U5 I 5/ a" EWAN510N PaT5 DOI-f5 W M M.AG P IN a4A,5 W/ V�t2fIC& WIWOWNG. WrelZ f0 M001Z PLAN & FIFAMING PLAN FOR 5 'AMNG 1< N O NOf VW2 fO J015 r AtZOI N2 B11L121NG AffACI�P2 f0 E30W BEAM. LOCA110N5 FOIZ 6af5 ANZ MINFOMNG. F" o �co Af I I' -6" APM J015r 511W 1M W NO,1;t2. 8" CONaTfE 81.= WALL FINI51W FLOOR FILL Wdt 5 5a112 Af J015r l XTN51ON I.OGA1ION5. 5M 511=fUAL FP.AMNG PLAN. NOM. 6ROUr 50L1t211t BLOCK5 W1e M126ING ANGNOR5 AFC ATTAOV2. Q(Y tit 1 /2" -1'-0" SEC-A45 1 /2" =1 '-0" DET-S06 1 /2" =1 '-0" DET-S07 CA 3 1 JOIST GIRDER BEARING AT WALL 2 1 JOIST BEARING AT WALL I DECK BRIDGING AT WALL73 LL s' f55x5 Ca. J J 5/ 8"x 9 z IZ" MNZW60' 56" JOISr GImiz J015r C41R R 2 - 5/ 4"o M25 Baf5 - 1 /4 N61.SON S7l t25 •� Ill MOVM ROOF J015r 51.Or5 IN J015r5 T STEEL EL / =- I -}- III � �t � a p ^^CL I GIRDER BEARING EL •� s t!1 W Z f/ XX" A r_ 15'-D" A.F.F. .. ���y {� r 1 W y (L 1 11 GAF' I�G 1 / 2 x 9 x I -O w/ 6RouI FRS "L'` 2 1/z" 2 , /r f5 4 X 4 X 5,116 � U- 2 -1/ 2" 6U55t~f IV s '== 161lx 24" CWJ REVISION p f'LA5i�12 Iror Yew 0 Z .- 2. t20UDl.t; 6" 3 SIDES WAIL B�YON12 }�411 mw for CAP' J015lr GI13 m a ^ 7. 4• KNFE It 1/ 2 6 x O' -6"-GO Y. I ,6x4 WL. I.6 x 4 x I/ 4" w/ 4 - 5/ 8"o 6" LONG FI.AV.12OF ' -$" ARCHKCt: NOr WELt2 fO J015r (TV.) x FWAN510N ANCN0125 � A.F.F. 5/ 4" I,LA. � o o u: _ Bor. CORP OF J015r GmtZ 3 16 I I 4 -15/ 16"o HOLE5 o N s a acm �: CVO NOr VW1,12 fO KNIFD li; ) I/31/96 4"X4"X5/ 161• s 65W LEFT COLUMN ifl 'T 1/2" = 1 '-0" SEC-A44 1/2" = 1'-0" SEC-A46 1-1/2"=1'-0" o DEr-S27 - S5 61 GIRDER @ REAR COLUMN CONNECTION 5 1 JOIST GIRDER BEARING AT PILASTER 4 GIRDER/CAP PLAT — FRONT COLUMN o MFFR fO ROOF NAfGN 5PCf]ON MAIL MV C6 x 8.2 fO ROOF FIZAMING PLAN FOR LOCAVON. L3x3xl/h" G6FOR ROOF mfCN FIZA wa Py G.G. JO ST FRAME SECTION ` L / / \ IOW / JO ST w 0 cn I I o 1'-5" 3'-0" r 5'-0" 1,15i x 3 f0 5'AN J015f5 1/2"=1'-0" 2 1 ROOF HATCH FRAME OPENING e NOff5: �- I. FI.*aS f0 m U LOW SIDE wren to 10155. o J 015 f (cmdzmate 5j& ,f 1Z(j,l) J 015 f 2. M f0 F VV" g I I PLMI FOK F1zAN1F I I s" X3"X I/ 4" I I LorJ1lm. M1A'F I I I I C01'e FL*a III III t0 5>;f ON I I Ix� or NWA5 I I / J06rr (mm) 13" 13" 22" I I I ID. 48" 117. I 1i1. III I I 73 5/8" I I FRAt"PYu.c. I II II HIGH SIDE DET-S16A 3/8"=1'-0" (M5"5ikaPM I I HVAC ROOF SUPPORT FRAME :�. ZZ 41 Go Go i i ` o0 8- � Z� z W " 0 N 0 CL w� >� W � a Wz N 3 ,0 V J CID Q,t DET-S38 Q Ln > ccl w IL fl7 � J J � Nct1W Z Ln N � Q Of ILL O L Z A 3. a 4. b o CT' ­ 01/31/96 if 65W LEFT S6 NOT: NON MftZe' Hose PV T -0" FROM MLVIWCOM CeNIM IN fOr 121, MOCK NOTE: 0001VINAM W11H LOGAL UrILffy comrANY FOR eLE;C'fw W SR LOCATION 5m 5m MAN 1110 VeRIFY L V5GAM I05 MMME 5 MV LOCA11ON5. NOTE: 51�f M2 I7E fAJLS NOT: H.VA.C. GOWRAGfOR fO F'NRM"WLY 5'MNCL ROOF fOr LW NL M 0 5 APM eAGN P15CONNeCf ON LW HOUSINGS. MARK BRAND MODEL HEAT INPUT COOLING CAP. RTU-1 H TRANE WCD060C3 13.0/17.4 64,000 BTU RTU-2H TRANE WCD060C3 13.0/17.4 64,000 RTU-3H TRANE WCD060C3 13.0/17.4 64,00 RTU-4H TRANE WCD060C3 13.0/17.4 64,000( 11 ROOF TOP HEATING AND COOLING SCHEDULE — H : N,11-A U 78.0/84.9 T PUMP LEGEND U coGo I X 1 MICA1�5 tz00F Opit�1G vi v o 0 m rn -� coNtaNw vm m iliA�O�fAf ` CD Z� VP WtAlK OUU-f W r7 R-1 UCIM& 12I5GONNScf 0 (NJL) J w� > SAT 5A1UM 51W OIJ( • W WZ Q, o sa U)cc 'n cn J U W -jL z Q mJ U W Q= � L� D IL NOTE: N �— NON Ze Q 00 2 -0FROM _ 9Lq ANG COIMR CZNTW IN fOP REVISION Q 12" Mom E 1` !n 3. ELECTRICAL REQUREMENT 208/230/3 208/230/3 (� -248-f230/3 (� 208/230/3 (� UTILITY ELEC. 0 - N: FWOWED�. ELEC./31/96 ELEC. 65W LEFT ELEC. ml 4 H SCH-HTP4 6A5 INLRf ON FRONT OF LW 5M 51fr MI . FAGtOIZY MOLNMt2 INVVMV TRAN E U N IT n15coNl�cr 9"aI ANn FACTORY MOLNien INmmV w FOR ro iz N0N-FU%t2 n15CONWCf MOLNr F05fAf IN51M IT-fUM FActow M0LN1Rn LNIMRen ' I/ 2" RMt flaw ro nRac � , MOW S cfm As rm — — _ WNWNIMM olmRt MANIFAcTIM' 5 5PIXIFICA110N5. - - - NO1N� FAcrcw MOUM12 LNWIITV FROM RN t01WXMO5rAt CONWNENCR OUnXf rn rn C,ONPW t0 KNOCK (OW MR RAGH RW WITH -- .- - OLtr IN CW "I" COt�W IF t0 LOW GOP17eN5�A1R MAIN- m VOI.tAGe .Jl NG110N I'OINf. ON PACK OF LNIr WIBQ�UWICAI, ROOF c" TRANE ROOF t- o Z FAR TOP UNIT d/ M � � PWr 5LPFMr MOINr'G MOL CANT elLr-LP ROOFING 5T RooFNG IL OJ WLerAt, MaMAIERK5 ANn INSl1.A110N I3 DECK 22�� MCK LNG � m W m OPENING I OPENING 6Y G.G. >, —VeNf VJJ907 IN 11f FELL At 30' MOLL 5AAM MRIRCtOR 6 MOW 1 r ROOF LCONM5) w 4 51ppI,Y I'OINfING N nOWPNVAl37 t71i�GIlON Ma ON FRONf OF I�71 IZN A, 5RR /q( t0 SET / w z MANLPAGIUM'5 5I'FGPICA110N5. MefAl. S1RAI' 1 / e . N NOW MUGr SeN50R ON FRONT OF TO [E]' 0 W11.f3J AIR M XT 12" FROM RRIM ,1O1yr SUPPLY ROOF u) AIR % aUX. See MANL FAG11ftR'5 5MCIFIGAT10N5. RETURN RW C,ONnIlIf 11G�I1' r0 neCK . 46" LONG AIR ML1Cr 18" X 16" NOS: "r CONnI.Rf" FOR Low CONrRAGroR r0 51eNal OF JOIST 3 5 \ZISFCTION 511"MY A3AX WITH nPFLISRR VOI.rAL� ,IwcltoN F'GMNf M NLINM ON AAM MIIC/V. " 4 -0It Q� LNIf. (WIZIFY WI1H AIU-IMT) L.t3 FOR poMR 1 /2" =1'-Cr ,: DET-MO2 1 /2" =1'-0" DET-MO1 Q 2 VIEW OF ROOF TOP UNIT - " RTU " CFM - 2000 1 ROOF CURB/TRANE UNIT FRONT UNIT (GAS INLLEE T SIDE) w � J 2" NPI'LR 2 11ROOF OF GL133 FOR 5AIRLLIIe RAI71ta5 "RMOIT COPN2RN5�A1R MRA1N IN nenlc,AlRn THE EQUIPMENT AND MATERIALS FOR THIS PROJECT HAVE BEEN SPECIFICALLY SELECTED :3 LL COAX. (LJ% 5/ 4" NI1'RX W fN ROOF FOR THIS APPLICATION. MANY ITEMS FOUND IN THE TRANE WAC PACKAGE ARE GAS ,,,,,� AA01LN11en IRAWORMeR5 AID LlSen. UNIQUE TO AUTOZONE. AUTOZONE FURNISHES TO THE CONTRACTOR THE TRANE WAC 0 INMf ReFeR 10 5FMf el .I PACKAGE FOR INSTALLATION, START-UP AND SYSTEM VERIFICATION. Z MNf G THE INSTALLING CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE SYSTEM FRAMe 5Ajf4A,tTe COAX C, BM Tk2jr THAT CONFORMS TO THE PLANS AND SPECIFICATIONS. A COMPLETE SET OF WORKING (Qj t0 Ma AN7 -To,FROW W&L DRAWINGS, SUBMITALS, MAINTENANCE, MANUALS, ETC. MUST BE SUBMITTED TO THE ,� [L LOCATION. 1RRMINAIR COAX OWNER/OPERATOR PRIOR TO PROCEDING WITH ANY CHANGES OR MODIFICATIONS. C q C(N W Q CANT nRQC LINK At MMIAaIZ'5 ne5K. CA x a) N _ (pY OTWIZ5) ALL CLAIMS SUBJECT TO INSPECTION AND APPROVAL BY FACTORY CUSTOMER ASSURANCE U DEPARTMENT AND WILL BE DEBITED BACK TO DEALER IF REJECTED. THE TRANE WAC W W CONTRAGtOR t0 INSrAU. 2" PVC FRMAI,e AnAi'teR PACKAGE WILL BE BILLED DIRECTLY TO AUTOZONE. THIS DOES NOT RELIEVE THE WAC w SECTION WhH Nlt'l'l.R TO teRMINAIR I" eelow McGK. HIS AND IN THE ECOFl�,T FOR COMCONTRACTOR PL.ETEFINFORMATIONNONILITES TRANE FURNIBED SHED SHED�EQ EQUIPMENT PACKAGEOVE CONS. REVISION p BILL McWATTERS AT (901) 345-6000, MEMPHIS. TENNESSEE. �u O Z / 1'-1, 0 1 L.00AS 2" PVNAR=CONIW IN ROOF CUM. fi MECHANICAL NOTES: E Z z x MOLNf ME76C 1HI5 51t7e FOR OMN AMA LP f0 M. AGCe55 FOR t-5tAr AW RLRCIRICAI. I Ilh- (condensate sloe) , OFF5ff COAX INTO MRCK wRr3. 1. CONTRACTOR IS TO VERIFY BRAND, MANUFACTURER'S MODEL NUMBER, AND ALL UTILITY REQUREMENTS PRIOR TO ANY ORDERING OR INSTALLATION RELATED TO THE MECHANICAL UNITS. a 3. 4 NMi 2" PVMMR CoIV w La SV ONLY Ar ONe ROOF tOf LNIf. (Rff-W 2. CONTRACTOR SHALL SUPPLY ALL START-UP TECHNICAL DATA TO OWNER AT TIME OF PUNCHLIST 3. BLOWER MOTORS TO BE WIRED FOR HIGH SPEED. s s MUED er. CO f LO,CA110N. 4. FIRESTATS, SMOKE DETECTORS, DUCT SENS R MOTE ERMOSTATS TO BE INSTALLED ACCORDING TO MANUFACTURE SPECIFICATIONS INSTRUCTIONS. s a 1/31/96 CONNeC11ON5 J 65W LEFT PLAN VIEW (gas inlet side) 3/8" = 1'-0" DET-10109 1" = 1'-0" — NTS-M01 41 SATELLITE STUB OUT AT RTU CURB 131 HVAC NOTES 3 MZ ELECTRIC WATeR 0 0 3"Ntf VEPM 22''AX2' GALVANIZED 3" VFW Im Ulf OFF VALVE 5Ef LEAD FLANGE ROU. LEAD PLA5HM DRAIN PAN ROOF (SEE MIAII. 2 mzcfw ® o 0 IG IN MA5 . PRUDE I DOWN wo PIPE t71ZNN MAIM SHIEf W) HeAlUwttH 1 / 2" fO FROW � a: 4% FL*XE BEFORE PAN f0 MOPSIPK )VANED NON -FREEZE STRIPPING 4" fO SoWIfARY DRAIN PAN NIOMW N 5fWER 5M SITE I (2) WIONS o MODEED BttI.IMEN MEMBRANE WITH PL/�I V 2�� ` W a ) ft.."NG STR>E' OPTIONW. 5tffAGING V 4" OR GOAI1NI6 � x n�/�� �,�I' � \` �' LAV. 0 � C5EE WAL 5 ,+,� I 2" vr15INK A4OrV' ELF FOI.NMC �1'NN ` W 51 Ef M3) H/ 2" n I I `1 21 at � v r' t j • TNO -FREES �„ I LAV. I ELEGTRIG DRINK HOSE W v rL Q Lu Z �LAV. ��� I F R 11� ll WA?ERGUf-OFF MOUNT JI�� FROM N ROOF N 511-ATION REQUMACW5 PROVIDE 10" xlO'' WATER ME1ER 0 rMLCOR AGGE55 DOOR FOUR PLY MLf-l.lF' � (n worm 5Y5?EM NOTE: PROVIDE WAITS 5ERE5 SHOCK A05ORBER5 At METAL DECK WAU. CLEAN Ol.lf 1.1�17ER AU. a,,x-Q.051NG VALVE5 Wf ; APPLICABLE. FLOOR GLEAN 01.I1' C IANOUrE W Y Dt NKw NOTE: PROVIDE RP. PAGKFI.OW PREVENTI;R ( WATTS 5ERE5) GLE�°WRU Ret? FOWfAIN W-CRE R CWt7 VY LOCAL GODES. PN'E DRAIN fO MOP 51NK. / GOIX REQIJRED 6Y TERMUNATE DRAIN AVM FLOOD RIM OF 51NK. IN%&L RPAP. d J 1-1 /2" =1'-0" DET-P01 NO SCALE GODS A5 R?eCTED PY COVERING AUTHORITY DET-P06R } 2 VENT STACK DETAIL I PLUMBING WASTE/VENT - PLUMBING WATER RISER TO SCALE W� Q 0U_ o PAVING OR GRADE LINE J J W (SEE SITE PLAN) J = C/) an, 2'-11" 3'-3" }- to GiZADE GLEANIOUf �' �' `r 0 (L Z N MIN m s to N � Z) =1 I I=1 11-111=1 11=1 I I I I=1 11=11 I-111_' 11-1 I I —I I I 11-1 i 1=1, C� WAA, —' I —I 1 I-11 - 1 U.EAN Oltf REVISION 1 I Ed I I �I =E IF 12" X 12" X 9" cur ° -11 I —I I I-1 11 I =1 CONCRETE PAD 1. I I=1 I I —III I I=1 I r OFF o I R I I=1 I'- 11=111 2. z LEI 11=1 I I e I=1 I_I=1 i i 011=11011= �111111 ,1�'-1�1=1�1 111Ill�lllll�i- �' 2' 0 i o n REFER 10 SGNEMATIG � � oPAFrsww: FOR WASTE LINE (MINIMUM 4") ct WALL J. m ffY: 2> .�•� o FROMM BACK FLOW ; 1/31/96 PREVENIIER 1M- w s 6 Ri;Qumt), BY GODS. 65W LEFT 1/2"=V-0" DET—P03 3/16" = V-0" PLN—P14R 1 4 GRADE CLEANOUT 3 RESTROOM PLAN M3 0 SECTION 1501 BASIC PLUMBING 1. Work Included: A. Sanitary drainage and vent system piping. B. Hot and cold domestic water system piping and condensate piping. C. Pipe supports and insulation. D. Valves and cocks. E. Utility company costs; fees and charges for gas and water service to project, including setting meters. F. All existing drain and sewer lines are to be cleaned from tie—in back to top at main. NOTE: Refundable deposits required for permanent service will be paid by Owner. 2. Pipe: SERVICE MATERIALS A. Soil, Waste & Vent ASTM D2665 PVC—DWV with (inside bldg.) NSF Seal. B. Soil & Waste ASTM 03034 PVC. (outside bldg.) C. Domestic Water ASTM B88 Type "K" copper (under slobs on grade) D. Domestic Water ASTM B88, Type L" copper, (inside bldg. above grode)4 hard drawn. E. Domestic Water Main ASTM B88, Type "K" copper (to within 5' of bldg.) F. Refrigerant ACR Copper. G. Condensate PVC (inside bldg.) H. Condensate PVC (outside bldg.) I. Natural Gas ASTM A120, Schedule 40, Black Steel. J. Natural Gas ASTM A120, Schedule 40, Black buried steel with factory applied protective coating. 3. Joints and Couplings: SERVICE MATERIALS A. Soil, Waste &.Vent PVC, solvent weld per ASTM (inside bldg.) D2855. B. Soil & Waste PVC, solvent weld: over 4" bell and flexible alostomeric rings. C. Domestic Water Wrought copper, brazed with (under slabs on grade) AWS—BUP-5 (14.5-15.5% sil) specifically permitted by Architect. D. Domestic Water Wrought copper, 95/5 tin/ (inside bldg. above grade) antimony solder. E. Condensate Plastic PVC, solvent weld. F. Condensate Plastic PVC, solvent weld. G. Natural Gas 2" and Under — Threaded, Over 2" — Welded. 4. Pipe Insulation: A. Cold Water Piping: Fiberglass, heavy density, sectional, 1/2" thick with factory applied vapor barrier jacket. B. Hot Water Piping: a. Above grade — some as cold water piping. b. Buried —Closed cell foam rubber, 3/8" thick, suitable for underground use. C. Refrigerant: Closed cell foam rubber, 1" thick. Perm rating 0.1 maximum. Apply to suction lines only. D. Condensate: Some as cold water piping when located indoors. E. Apply insulation to clean, dry surfaces only, in accordance with manufacturer's printed instruction. use no staples. F. Apply insulation continuously through hangers, sleeves, openings and around fittings, valves and unions. G. Insulate all water piping except buried cold water. H. All water lines on warm side of insulation. 5. Valves and Cocks: A. Acceptable 1. Crane Manufacturers: 2. Jenkins 3. Lunkenheimer 4. Nibco—Scott 5. Nordstrom B. Provide valves suitable to connect to adjoining piping as specified for pipe joints. Use pipe size valves. C. Thread pipe sizes 2 inches and smaller. D. Flange pipe size larger than 2". E. Solder.or screw to solder adaptors for copper tubing. F. Install valves with stems upright or horizontal, not inverted. G. Install boll valves for shutoff and to isolate equipment. H. Provide plug cocks for gas service at entry to building and equipment. I. Provide drain valve at main shut—off valve and equipment. 6. Pipe Installation: A. Install piping concealed unless otherwise specifically approved by Architect. B. provide uniform pitch of 1/4" per foot for horizontal waste and soil piping within building unless noted otherwise on Drawings. C. Pitch bends for proper drainage. D. Install vent piping with each bend 45 degrees minimum from horizontal where structural conditions will permit. E. Do not allow copper piping to make direct contact with concrete or dissimilar metals. F. Where water piping penetrates floor or walls, accurately place non—metallic sleeves of proper sizes to accommodate pipe and insulation. After installation, completely seal all penetrations. G. Provide clearance for installation of insulation and for access to valves, drains and unions. H. Install piping to allow for expansion and contraction with— out stressing pipe or equipment connected. I. Slope water piping 1" in 40 feet and arrange to drain at low points. 7. Buried Pipe Installation: A. Provide 18" minimum earth cover for exterior water piping. B. Provide earth cover as required by local code where frost depth exceeds 18". C. Install waste lines at 1% slope minimum unless indicated otherwise in Drawings. D. Install some type piping material specified for inside building to 5 feet outside of building. E. Coot uninsuloted underground piping with asphaltum point. Prevent from back —filling damage. F. Install underground piping with full and even bearing. G. Provide protective coating to non —galvanized and uncoated steel piping. 8. PLUMBING FIXTURES: A. P-1, Handicap Toilet: American Standard Watersover — 2108.408 with supply fittings, vitreous china, floor mounted, wall outlet, close —coupled, siphon jet, closet combination with 18: high elongated bowl, hold down device and bolt cops, has shelf —top tank with flush valve unit, complete with onti—siphon (loot valve. B. P-2, Handicap Lavatory: Amer icon standard, wheelchair — 9141.011 — vitreous chino, punched for center set fitting, for con— cealed arm carrier support, with the following, 2103.786 center set fitting with spray and 4" wrist action handles, cast grid strainer with 1 1/4" offset drain assembly, 1 1/4" X 1 1/4" cast brass "P" Trop or equal. C. P-3, Service Sink: Fiat Product s-24"x24"xl0"—(MSB-2424) Color white, floor mounted, factory installed stainless steel drain. SERVICE FAUCET:#830—AA chrome plated w/vacuum breaker,integral stops, adjustable wall brace, pail hook, and 3/4" hose thread on spout. MOP HANGER: #889—CC. 24"x3". i6 o o r` rn 00 00 ® o 0 rn � M ® Z o 00 W z a vi x ® J , W� >, W 0� a W z o N_ O< N� Z 0 Q cL1 �— } tit Q . J _j LL Z3 LL U W J fL J J W Q (Y_ Q = U Nrr1W Q Ln N = W E —"-10/16/95 1 SPECS 9 SECTION 1501 BASIC PLUMBING (CONT.) D. P-4, Electric Drinking Elkay EHFSA-8 water cooler, wall Fountain: mounted. E. Electric Water A.O. Smith ELSF-10, 10 gal. capacity Heater: 120/240 single phase — 30 amp. max. single element, 4.6 G.P.H. at 90 degrees F., temperature set at 105 degrees F., with 3/4" anti —siphon relief valve on cold water line above water heater. F. Cleanout (Floor): Wade W-8130—AP, cast iron body with brass plug and round stainless steel secured access cover. G. Clean (Wall): Wade W-4850—R cast iron ferrule with brass plug and round stainless steel access cover. H. Cleanout (Grade): Wade W-8139—AF cast iron body, adjustable nickel brass top, brass plug and round secured scoriated cover. I. Floor Drain: Wade W-1102—STD-5, only when required by local code. J. Hydrant (Wall): Wade W8604L, 3/4' non freeze, with straight inlet connection and integral backflow preventer. K. P-5, Urinal: (When American Standard Watersaver shown on plan) 6561.017 Trimbrook viteous china water saver siphon jet urinal, with 3/4" inlet spud, flushing rim, extended stall side, outlet connection threaded 2" inside, two (2) wall hangers. Fixture only. 9. INSTALLATION: A. Set fixtures square, plumb, rigidly secured in place in accordance with all manufacture's printed instructions. B. Install wall mounted fixtures with wall carriers to suit conditions and occupancy use. C. Provide chrome plated traps and tail pieces and escutcheons where exposed to view. D. Set water heater level with necessary unions and space for servicing. Provide full size pipe from T & P Valve to drain. E. Lubricate cleanout plugs with mixture of graphite and lin— seed oil. After grade pads have been poured and prior to final inspection, remove cleanout plugs, relubricate and reinstall using enough force to ensure a permanent, leak— proof joint. 10. Submittals: A. Plumbing contractor to supply plumbing submittals to the owner prior to installation. SECTION 1505. BASIC HEATING, VENTILATING AND AIR CONDITIONING 1. Furnished By Owner: A. Package roof mounted heating/cooling units. B. Root Curbs C. Duct package and grilles. D. Thermostats E. Firestats 2. Installation: A. Contractor shall be responsible for all permits. B. Contractor shall coordinate roof openings and framing for equipment. Roof opening shall be for penetrations only. 39 3/8" x 48", see plans. C. Maintain roof curbs directly to decking with screws. D. Set rooftop equipment level and square on curb and provide watertight seal for ductwork and utility services. E. Contractor to install economizers and smoke detectors if required by local code. (Furnished by owner.) F. Test system for refrigerant leaks after installation and repair all leaks to place system in operation. G. Shut down refrigerant system if start up and testing occurs in winter. Repeat startup and testing at beginning of first cooling season. H. Thoroughly clean units and replace filters prior to final inspection. I. Thermostat settings: Sumner — 72 degrees F. Winter — 68 degrees F. J. Contractor is responsible for first year labor warranty on all equipment. K. Blower motors to be wired for high speed. all equipment. 3. Fans and Ventilation: Owner Furnished Contractor Installed A. Ceiling Fan: Furnished by owner — 56" diameter w/3 blades and 9" downrod. Fan speed control to be solid state variable speed. One control for . fan at panel board. Installed by the electrical contractor. B. Toilet Exhaust Fan: Furnished by owner — 4.0 Sones-120V. 110CFM 4" dia. flexible metal duct through wall to No. 4C 388 cap. Install with housing anchored to ceiling structure. Grille with full perimeter contact to ceiling. Install ductwork per SMACNA requirements for low—pressure systems. Wall cap shall fit tightly with fill perimeter caulked watertight. Duct and wall cap furnished by HVAC Contractor 4. Trane Warranty: A. Compressors: Five (5) years on compressor. Labor on compressor replacement covered for 60 days. Flat rate of $75.00 is paid. B. Heat Exchangers: Five (5) years. Labor covered for replacement for 60 days. Flat rate of $160.00 to be paid. C. Leaks in Coils Flat rate of $55.00 paid for and Tubes: replacement 60 days from start—up. D. Freight: Trane pays freight. E. Delivery: Guarantee delivery within four (4) weeks of receipt of purchase order. Ln o o 00 00 InLO ® o 0 rn CY) ® ZC) 00 W IL vi ® CL W� >, W � a WZ �N O< C) D:;� }n W J —1 :3LL m� J _J Q = l�3 � i L� NcAW s MN REVIS 1. 12/27/94 z 01/09/95 Z O a U_ LL U IL W Q _U Z Q U W WW Z a SPECS I { MS2 FOLK CII Ctr1f5 FM l3ArTl;IRY CHAP. 16, MQU;T 51MR-�X OI1 [l T5, " (4) O.C. Ar + 15" A.P.F. Ma55W WP G,F,I. O Wf 7'-0" CFN M19 IN Fk5r8 C.M.U. BRAKE MOLNt OILING PANS r0 ASOVP CNAMPFfR AGE BLOCK. LATHE DOffOM OF J015rQ�10 . A-36 SWfrCH Ar WALL + ! �4" Aff. N'tA WID 32 TAJI FOtR Sits ON. '`' -32� � 8,4 DOLT A n00WRALAKM MWMW:NfS E5 16' 8" 28' 3 fo P WRFFFK W7 f& POWR MAN n00t2 2 (#25IZiP- 15) 51 0. A-32' ALAP.M I�QLl W,* fS E5 IN�TALLFt7 t�Y rOt2, mrr_l2 ro 51-i� f N .1 1`012 NEON POMP PLAN Nof�: I. NOTE: WIM 5a5 FoR RTf.I WAT - R1;FFR r0 PANEL 5C1tPLLF5: GAS.: (3)-#8, 3/4" C. ELECTRIC: (3)-#6, 3/4" C. HEAT PUMP: (3)-#4 AND #8 GND IN 1" C. 2. RFFFR r0 51Ti; PLAN Poll 51TEi I -la fr ANt2 PYLON 516N CIRCUIr5. 3, FLFC. CONTVAGrolz R,5PON51l3LF FOR FINAL CONNFC110N5 FOR NeON ANt2 PYLON 516N5. MFFR r0 51-f f FI .I . 4.RFFFR r0 ROOF FRAMING PLAN 51ft f 5�4 FOR LOCATION OF ROOF rOP UNIr5,( RTI.t) 5, CoNPUlr5 FOR RFCFPtAGLFS MAY M RUN OVt"At2 OR UNMIR 5LAf3, 6, FLFCTt21CAL CONW. r0 PROVIPF PFPICATt;P CONt2UIr FOR EACH R11.1 ANP THE M05rAr FOR MFCNANICAL WIRING, FOR t2ill CONPUIr MfA1L5 5FF 5Hr. M2, II II B-14 L1J SYM DESCRIPTION D CEILING FAN W EXHAUST FAN U O RECESSED 0-1(10 JUNCTION BOX Lu - o THERMOSTAT C HVAC DISCONNECT Bt-1,3,5 B-14 FURNISHED BY OWNER BY OWNER BY G.C. BY OWNER WITH UNIT +12'- ' A-42 2,4,6 III .I / I I /• I .LI .I • I I L LING/ MFfR PFf 3 AN FM M120CV E5 2KW WAV I�AT P ALACZM MQUlMW&Nf5 B-19 � ABOVE fow P,OOM 30 A. #10 A-3 m 15'-9" i i A-24 -20 A-26 �-22 Pam. /B 7.9,11 i B-14 T Alm �j //�}" n T6tR P,V , CONt7l.lf WTH 90 5, rW Af �ACH , 5TlD UP 2" ABC 5LA8, M R r0 C�l ttilitR WIPING AN.(rYPICAL)A_ +12'6" 1 v n A-42 A 38 i r � / REMARKS FACTORY WHITE ENAMEL MOUNT TO BOTTOM OF JOIST. REFER TO E1 PLAN FOR LOCATION(S) AND SWITCH. INSTALLED BY HVAC CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR. 4" DUCT - VENT THROUGH FLOOR OUT WALL. SEE ELEVATIONS SEE E1 PLAN FOR LOCATIONS AND TE . SEE SHEET E5 FOR JUNCTION B LOCATIONS AND REQUIREMENTS AT DOORS OR (J ARMS. WALL MOUNT ABOVE ELECTRIC L. PANELS. 9'-0" A.F.F. MAX. REFER TO HVAC SPECIFICATIONS7- I . CMECf W )G-Wbf FAN5 ro Q M5VOOM UGWf5, SWITCH WITH LIGHr5. Ro 2, PM M �N"Y ocrAGON J-" IN CEMP Or r01Ll;r PROM CEILINGS W/ CO\ott PLATE, 1/ 2" f;Mr UP r0 P7 a Tf lNouf. 3,1910mm 4" X 4" J-t30X 80" AYE. IN aNlU OF W:f H ML NX 51TOBF, WITH COW R PLATS. 0 �p� ■, ' / / � 'GI A II j GONpulf L6eNP B 8,10,1 1" &AN CONt2l f - FWROM ALAP.M PANEL M WR 5LAB r0 2" 5TI.B UP At MANAaR' 5 M5K, PROV112F I 4" x h" J-i30X fl6w r0 SLAB, c1 I" CLEAN Povvtk CONI of - rwm PANEL "A" r0 2" 5TU3 UP ArP.OVI RAW rw5 COINIU. Pm 4" x 4" J- 3m rl6w r0 SLAB. 111 POWCLEAN POCONi21.lr - PROM WW PW5 TO 2" 5TUt3 UP Ar MANAaR' 5 M5K, PP.OVIM 4" x 4" J-PM fU f TO 5LA8, OD I" rim row Cowaf - FP,OM 3 j PANft "A" r0 RAW VW5 2151` .AY COLMIZ, 5W IF 2". PROV M 'fC�ION. 'I" x 4" J-f30X Tla f r0 5.AB, A-f38 © 3" PHONIF COM7l.1ff - FP.OM Pf�m BOAtd2, 5TW UP 2" AT MW ak' 5 12'-7" M5K' NOT: 12P M r0 5HI:C�f5 f 2, E2.1, AN7 51.1 I M COI.WT WIRING LAYOUff5 *V COWIlf LOCATION5. COND -1 SYM DESCRIPTION FURNISHED REMARKS SIMPLEX RECEPTACLE BY G.C. REFER TO PLAN FOR LOCATIONS Q DUPLEX RECEPTACLE BY G.C. REFER TO PLAN FOR LOCATIONS QUADPLEX RECEPTACLE BY G.C. REFER TO PLAN FOR LOCATIONS WEATHERPROOF (G.F.I.) BY G.C. REFER TO PLAN FOR LOCATIONS WP DUPLEX RECEPTACLE ' JUNCTION BOX WITH BY G.C. J-BOX AT FLOOR LEVEL, FLEX 6'-0" FLEX CONDUIT (FIXTURE CONDUIT SET UNDER DISPLAY AT WALL & H.P. COUNTERS KICK PLATE FIXTURES. RECEPTACLE MOUNTED BY OWNER) TO BASE PLATE. SEE E2.1 & E4. o Bt-1,3,5 B-14 FURNISHED BY OWNER BY OWNER BY G.C. BY OWNER WITH UNIT +12'- ' A-42 2,4,6 III .I / I I /• I .LI .I • I I L LING/ MFfR PFf 3 AN FM M120CV E5 2KW WAV I�AT P ALACZM MQUlMW&Nf5 B-19 � ABOVE fow P,OOM 30 A. #10 A-3 m 15'-9" i i A-24 -20 A-26 �-22 Pam. /B 7.9,11 i B-14 T Alm �j //�}" n T6tR P,V , CONt7l.lf WTH 90 5, rW Af �ACH , 5TlD UP 2" ABC 5LA8, M R r0 C�l ttilitR WIPING AN.(rYPICAL)A_ +12'6" 1 v n A-42 A 38 i r � / REMARKS FACTORY WHITE ENAMEL MOUNT TO BOTTOM OF JOIST. REFER TO E1 PLAN FOR LOCATION(S) AND SWITCH. INSTALLED BY HVAC CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR. 4" DUCT - VENT THROUGH FLOOR OUT WALL. SEE ELEVATIONS SEE E1 PLAN FOR LOCATIONS AND TE . SEE SHEET E5 FOR JUNCTION B LOCATIONS AND REQUIREMENTS AT DOORS OR (J ARMS. WALL MOUNT ABOVE ELECTRIC L. PANELS. 9'-0" A.F.F. MAX. REFER TO HVAC SPECIFICATIONS7- I . CMECf W )G-Wbf FAN5 ro Q M5VOOM UGWf5, SWITCH WITH LIGHr5. Ro 2, PM M �N"Y ocrAGON J-" IN CEMP Or r01Ll;r PROM CEILINGS W/ CO\ott PLATE, 1/ 2" f;Mr UP r0 P7 a Tf lNouf. 3,1910mm 4" X 4" J-t30X 80" AYE. IN aNlU OF W:f H ML NX 51TOBF, WITH COW R PLATS. 0 �p� ■, ' / / � 'GI A II j GONpulf L6eNP B 8,10,1 1" &AN CONt2l f - FWROM ALAP.M PANEL M WR 5LAB r0 2" 5TI.B UP At MANAaR' 5 M5K, PROV112F I 4" x h" J-i30X fl6w r0 SLAB, c1 I" CLEAN Povvtk CONI of - rwm PANEL "A" r0 2" 5TU3 UP ArP.OVI RAW rw5 COINIU. Pm 4" x 4" J- 3m rl6w r0 SLAB. 111 POWCLEAN POCONi21.lr - PROM WW PW5 TO 2" 5TUt3 UP Ar MANAaR' 5 M5K, PP.OVIM 4" x 4" J-PM fU f TO 5LA8, OD I" rim row Cowaf - FP,OM 3 j PANft "A" r0 RAW VW5 2151` .AY COLMIZ, 5W IF 2". PROV M 'fC�ION. 'I" x 4" J-f30X Tla f r0 5.AB, A-f38 © 3" PHONIF COM7l.1ff - FP.OM Pf�m BOAtd2, 5TW UP 2" AT MW ak' 5 12'-7" M5K' NOT: 12P M r0 5HI:C�f5 f 2, E2.1, AN7 51.1 I M COI.WT WIRING LAYOUff5 *V COWIlf LOCATION5. COND -1 SYM DESCRIPTION FURNISHED REMARKS SIMPLEX RECEPTACLE BY G.C. REFER TO PLAN FOR LOCATIONS Q DUPLEX RECEPTACLE BY G.C. REFER TO PLAN FOR LOCATIONS QUADPLEX RECEPTACLE BY G.C. REFER TO PLAN FOR LOCATIONS WEATHERPROOF (G.F.I.) BY G.C. REFER TO PLAN FOR LOCATIONS WP DUPLEX RECEPTACLE ' JUNCTION BOX WITH BY G.C. J-BOX AT FLOOR LEVEL, FLEX 6'-0" FLEX CONDUIT (FIXTURE CONDUIT SET UNDER DISPLAY AT WALL & H.P. COUNTERS KICK PLATE FIXTURES. RECEPTACLE MOUNTED BY OWNER) TO BASE PLATE. SEE E2.1 & E4. o SYM DESCRIPTION FURNISHED REMARKS SIMPLEX RECEPTACLE BY G.C. REFER TO PLAN FOR LOCATIONS Q DUPLEX RECEPTACLE BY G.C. REFER TO PLAN FOR LOCATIONS QUADPLEX RECEPTACLE BY G.C. REFER TO PLAN FOR LOCATIONS WEATHERPROOF (G.F.I.) BY G.C. REFER TO PLAN FOR LOCATIONS WP DUPLEX RECEPTACLE ' JUNCTION BOX WITH BY G.C. J-BOX AT FLOOR LEVEL, FLEX 6'-0" FLEX CONDUIT (FIXTURE CONDUIT SET UNDER DISPLAY AT WALL & H.P. COUNTERS KICK PLATE FIXTURES. RECEPTACLE MOUNTED BY OWNER) TO BASE PLATE. SEE E2.1 & E4. o o �n o 00 00 I m cn ® o 0 rn m � o ® Z00 W �Z IL U; ® JME WLLJ W 0 w W = o ME �CD �m W 73LL J J _J Q= Z ) QQ 0 1Z u d) N Lij w p REVISION N 1 03/09/96 2. 4. ARCHITECT: DRAFTSMAN: CHECKED BY: 01/31/96 65W LEFT El S N CIRCUITS - B PANE FRONT-AUTOZONE STRIPE FRONT-AUTOZONE LOGO LEFT-AUTOZONE STRIPE LEFT-AUTOZONE LOGO RIGHT-AUTOZONE STRIPE RIGHT-AUTOZONE LOGO FRONT NEON BORDER 09 NEON SIGNAGE REQUIREMENTS SIGN CONTRACTOR TO COMPLETE PRIMARY ELECTRICAL INSIDE SOFFIT AND TRANSFORMER RACEWAYS. SIGN CONTRACTOR SHALL COMPLETE PRIMARY ELECTRICAL AND TERMINATE PRIMARY ELECTRICAL AS INDICATED PER SHEET Ell INTO A JUNCTION BOX. T1 - 2.0 AMPS ALL TRANSFORMERS SURFACE MOUNTED 10 DRYWALL SHALL HAVE PRIMARY ELECTRICAL CONNECTED AND STUBBED OUT INTO m P r� NEON 7530 TRANSFORMER JUNCTION BOX. GENERAL CONTRACTORS ELECTRICAL CONTRACTOR SHALL MAKE FINAL ELECTRICAL CONNECTION FROM SIGN T3 TRANSFORMER I CONTRACTOR'S JUNCTION BOX TO INDICATED CIRCUIT ON SHEET E1.1. B-x CIRCUIT NUMBER T2 - 2.4 AMPS JUNCTION BOX WEATHERPROOF 9030 TRANSFORMER FURNISHED BY G.C. NOT FURNISHED T3 - 3.2 AMPS BY G.C. 12030 TRANSFORMER 3/ 4" GONl7W 5MAa MOUW At wa FROM 12fIJ f0 pN2AI°ff WALL. IWIP OIL I'VG 2 HOM 5w P�IZEI7 2" X 4" 7IMM19 WOOD OLOMNG 6' -0" O.C. CONDUIT SUPPORT , UXIN PM5 fO X MOLM ON Ma N,ifif f0 MU. B- 26 T2 2 V*&ORMN 5 MOINiit7 N 1MOOM PM5 f0 I2MWA.1- BY 9M GONt1ZAGfOE T3 -2 81TZNd5FOt5 MOINi�t7 T2 5FX N FOR IAGAWN N WWAY BY 516N Gommfor- -2 `o T2 JLWIION PM5 fO M MOLMii2 ON NIM WADS. ("YA) TY + 14 -6 Aft. . LWWN VM f0 M MOI.M T3 N 5EtzVa AGGE55 ADM 5f0WFKONf. -2 +14'-6" Aff. B-26 B-28 B-18 T3 = B-20 -2 T3 T3 T2 T2 T3 T3 T3 T1 T2 -T -1 -1 -2 - - - -2 -2 8 TW&ORNM MOLNW N5M 29'-9" S:IZVICI; AC.CF5513Y c"l GONTRAAGfOV. - 53'-T .NMIK NPDXf0PC NEAMt:V FL.IL4i ON NUM WAS,, +I41-6" A.F.F. "PPONf AUfOZON� 5fklFV 'TPONT AUTOZ N� L GO' 0 Un o r- C" coco v v ® rn rn ® � o Zco z t!1 0= W� a WZ a, o N 0 I— N W J� OLL Z Q Q= � W -4ILI)� 0 C4CqW n- s LIN N Z 0 a W Z REVISION Q N 2. � 4. ARCHITECT: 's DRAFTSMAN: 3 CHECKED BY: BATE DI/31/96 65W LEFT EI.I OALARM - ONE INCH CONDUIT FROM ALARM BOARD TO MANAGER'S DESK. STUB UP 2" ABOVE SLAB AT MANAGER'S DESK WITH 4"x4" JUNCTION BOXES TIGHT TO SLAB FOR CONDUIT. C1 CLEAN POWER - ONE INCH CONDUIT FROM ELECTRICAL PANEL TO HARD PARTS COUNTER. STUB UP 2" ABOVE SLAB AT HARD Q PARTS COUNTER, WITH 4"x4" JUNCTION BOXES TIGHT TO SLAB FOR CONDUIT. CLEAN POWER - ONE INCH CONDUIT FROM HARD PARTS AREA TO MANAGER'S DESK. STUB UP 2" ABOVE SLAB AT BOTH ENDS, ZWITH n 4"x4" JUNCTION BOXES TIGHT TO SLAB FOR CONDUIT. DIRTY POWER - ONE INCH CONDUIT FROM ELECTRICAL PANEL TO HARD PARTS COUNTER. STUB UP 2" ABOVE SLAB, WITH 4"x4" I ujO �� `"' �� JUNCTION BOXES TIGHT TO SLAB FOR CONDUIT. PHONE - THREE INCH CONDUIT FROM PHONE BOARD TO MANAGER'S DESK. STUB UP 2" ABOVE SLAB AT MANAGER'S DESK. 0 O 4" PVC CONDUIT UNDER SLAB WITH 90' ANGLE SWEEPS AT BOTH ENDS. STUB UP TWO INCH ABOVE FINISHED FLOOR. W SEE CONDUIT PLAN, SHEET S1-1. (b SIMPLEX OUTLET DUPLEX OUTLET INDICATES EITHER "CLEAN" OR "DIRTY" POWER. POWER "CLEAN" DEDICATED OUTLETS ARE TO BE A-XX NEMA #5-20 ORANGE W/ INDEP. GROUND. REFER TO SHEET E2.1 FOR UNDER COUNTER DATA REQUIREMENTS. QUADPLEX OUTLET INDICATES PANEL BOX AND CIRCUIT NUMBER. REFER TO SHEET S1.1 FOR UNDER SLAB CONDUIT LOCATIONS. MANAGER'S DESK CLEAN CLEAN A-35 CLEAN CLEAN A-37 A-33AA-34 A-35 /I m CHECK-OUT COUNTER i ■ ■ CLEAN A-29 U ■�■ ■�■ ■�������■ ----- ----- I - ��� 2'-6" TYPICAL COUNTER SECTION GENERAL NOTES A. NEVER MIX "CLEAN" AND "DIRTY POWER" IN ANY CONDUIT OR JUNCTION BOX. LABEL ALL CIRCUITS ON J-BOXES. B. ALL WIRING ON FLOOR UNDER COUNTERS SHALL BE 1/2" DIAMETER FLEX/METAL. C. RUN ALL CONDUITS, CABLES, PHONE LINES UNDER AND NOT THROUGH SHELF LEGS. D. NEVER ATTACH OUTLET BOXES OR FLEX. CONDUITS TO FLOOR. E. JUNCTION BOX W/ OUTLET MOUNTED IN KICKPLATE. FIXTURE KICKPLATES FURNISHED BY OWNER INSTALLED BY G.C. J. REFER TO SHEET S1.1 FOR CONDUIT LOCATIONS IN SLAB. K. PHONE LINES RUN LOOSE ON FLOOR FROM "J" BOX TO PHONE LOCATION - BY OTHERS. L. ALL CIRCUITS OVER 100' RUN SHALL BE #10 AWG. M. PROVIDE 2 PULL WIRES FOR PHONE AND ALARM. —27 A-25 DIRTY A-39 ---------- --------- SEE NOTE E. C2 Cl D DIRTY A-34 HARD PARTS CONDUITS UNDER SLAB TO PANELS SEE S1.1. SEE NOTE E. DIRTY A-41 DIPTY f 0 r` rn co co I I Lo Ln � � ` o 0 rn � V Z;o- w "' (Lv 0= J w W� � w Q WZ Q, o O� () w z Q� :q Q IL > Of LLI W J 0 ", O m N IL _j Of �(Y Z ,qLoCL O MW U Lf) N ly z REVISI 2. 3. + 4. k/ ­�01/31/96 65W LEFT E2 UA ALARM - ONE INCH CONDUIT FROM ALARM BOARD TO MANAGER'S DESK. STUB UP 2" ABOVE SLAB AT MANAGER'S DESK WITH ��JJ 4"x4" JUNCTION BOX TIGHT TO SLAB. ® C1 CLEAN POWER - ONE INCH CONDUIT FROM ELECTRICAL PANEL TO HARD PARTS COUNTER. STUB UP 2" ABOVE SLAB AT HARD PARTS COUNTER, WITH 4"x4" JUNCTION BOXES TIGHT TO SLAB FOR CONDUIT. CLEAN POWER - ONE INCH CONDUIT FROM HARD PARTS AREA TO MANAGER'S DESK. STUB UP 2" ABOVE SLAB AT BOTH ENDS, WITH 4"x4" JUNCTION BOXES TIGHT TO SLAB FOR CONDUIT. ODIRTY POWER - ONE INCH CONDUIT FROM ELECTRICAL PANEL TO HARD PARTS COUNTER. STUB UP 2" ABOVE SLAB, WITH 4"x4" JUNCTION BOXES TIGHT TO SLAB FOR CONDUIT. OPHONE - THREE INCH CONDUIT FROM PHONE BOARD TO MANAGER'S DESK. STUB UP 2" ABOVE SLAB AT MANAGER'S DESK. wI I O 4" PVC CONDUIT UNDER SLAB WITH 90' ANGLE SWEEPS AT BOTH ENDS. STUB UP TWO INCH ABOVE FINISHED FLOOR. SEE CONDUIT PLAN, SHEET S1-1. _1 �D DATA CABLE COIL TERMINATION (CASH REGISTER LOCATION) REFER TO SHEET E2 FOR UNDER COUNTER POWER DATA CABLE COIL TERMINATION (PRINTER LOCATION) REQUIREMENTS. DATA CABLE COIL TERMINATION (SPARE LOCATION) �J DATA CABLE COIL TERMINATION (NTT JR. LOCATION) REFER TO SHEET S1.1 FOR UNDER SLAB CONDUIT LOCATIONS. 20' TOTAL LENGTH DATA CABLE COILS FROM COMMERCIAL ACCOUNTS TO DATA ORIGINATION POINT. DO NOT RUN THROUGH CONDUIT. DATA CABLE D 1 D2 POINT OF ORIGIN 20' 20' 7' FROM CONDUIT MANAGER'S DESK 0 Ell m iii �1�iii�.s■ �v CIA— ■ ■ ■ ■ T•s•.��II AD4 AD5 D6 D7 30' \L5 ' 30 30' CHECK-OUT COUNTER D8 D9 \L30�' 30' , D 1 5` HARD PART CONDUITS UNDER SLAB TO PANELS 4'-0" 2'-6" TYPICAL COUNTER SECTION GENERAL NOTES A. COMPUTER DATA CABLE SUPPLIED BY AUTOZONE AND INSTALLED BY ELECTRICAL CONTRACTOR. BACK FEED THROUGH 4" P.V.C. CONDUIT BETWEEN COUNTERS, ALONG FLOOR UNDER COUNTERS. SEE PLANS FOR CABLE LENGTHS. D 1 B. LABEL AND WIRE TIE EACH DATA CABLE INDIVIDUALLY AT BOTH ENDS. TEST FOR CONTINUITY. 42' C. TOTAL DATA CABLE LENGTH FROM ORIGINATION POINT TO TERMINATION POINT. SEE PLAN. D. RUN ALL DATA CABLES UNDER AND NOT THROUGH SHELF LEGS. POINTS OF DATA CABLE TERMINATION t2001Z MXIT 516N-5L,ltzFACM MOl NTMD AT 9' -0" A.F.F. TO BOTTOM OF FIX11n , WAIZ MXIT SIGN - %WACM AA011 M 2 AT BOTTOM OF J015T DOOR MXI1'SIGN-SUIZFAGM '�[1,�,_A-2,4,6� 0 MOI.NT 12 AT 9' -0" A F F. I I n 1 R G A-25 TO BOTTOM OF FIXTUIT A "' A °O A A A A 2 2 11 n� I 12 A A , EA A Al o A `ol 8N �� LONG FLUOM5CEW5 A MOI NTMD fia-If TO BOTTOM 10 "' A OF J015? CHOW. " U5M CONfINU0115 "5 OF E L.N15fWr IN A?tA5 Wt t� 0 `o A10 e I.IGHfiNG 15 AT AN N46U A CR INBMTWMMN J015T5, 1/ 2" MMT RN5 T1GNf TO DMCK. F 8 "' A 1,151 F= CONDUIT Rom J-BOX 2 0 TO I.IG-If FIX7Lf2M. SMM 2/ M41 8 Lo A in NM 2; "' '� a A ,M CRCU11N6 5I OWN FOR 3o 5Y5TMM, ON 120/ 24OV, to 6 6 A 5TOM5 ADD MXTIZA NMUMAL a A 4 A Aa 6 A A TO HOMMRM WIIZM QUANTITIES 6 T " T-2" 5'-(" 5'-flu T-3" E a IA 4,1 a T III 6 A 2s B I M A N A A B F A A A A B A A _I A A A A 3 A A A 9 A 1jr A A III A A A A B-35,37 24'-7' A-37 , Lei '9�IIl� CN N A s 011�lmQ b I N 5I;M 51 MT M7 FOR M F-CTRICAL MA1,9I.5 oil I - 0 ;1 IN lo I A III A •.d. B 2s ' , 3 A s A I n � � 7 s I _ � —3" G _ I Ln 7 5 a� BOTTOM OF MMNDAw FIXTI.m — — -- — — — — — "B"TOBM+II'-6"ABOVE — —I — —�-- ----- 11 s FINISI D FLOOR (TYPIC,�V.) I WI MP TO SOFFIT MI.AN 4'-6" FtZONTEXITSIGN Fl,USN MOINTI;DATWALI. II'-6"�rc _- -6" ABOVI✓ FINI5wt2 F1.0cr TO BOTTOM OF FIXTUtZM Lu SYM DESCRIPTION SUPPLIED LAMPS MOUNTING SYM DESCRIPTION SUPPLIED LAMPS MOUNTING NOTE: SECURITY LIGHTING J FLUORESCENT A BY OWNER F96T12SP35 HO/WM SEE PLAN FOR LOCATIONS E METAL HALIDE -WALL PACK EXTERIOR WALLS BY OWNER MOUNT LPMC175MAL-8 BOTTOMTOF 40"F FIXTURE AT <° SEE DETAIL 2 SHEET E7 FOR DIAGRAM. SECURITY LIGHTING TO BE ON CIRCUITS j = STRIP (8'-0") SEE EXTERIOR ELEVATIONS. A - 2, 4, 5, 6, 7, 9, 10, 11 3 u METAL HALIDE BY OWNER MH175/C/U +11'-6" ABOVE FINISHED FLOOR TO RIM F EMERGENCY LIGHT BY OWNER INCLUDED MOUNTED TO BOTTOM �NL ;!� 5NIGNfI,IGHfCIWJtf B LOW BAY WITH FIXTURE CHORD OF JOISTS MM TO MANMI, SG} EDLLM Z METAL HALIDE BY OWNER 175W SECURE TO SOFFIT FRAMING +G EXIT SIGN WITH BY OWNER INCLUDED SEE PLAN FOR LOCATI C RECESSED DOWNLIGHT DELUX HPS AT CENTER LINE BATTERY BACKUP WITH FIXTURE AND MOUNTING INFORMATI - Bt2ANCH CIi2CUMN6 I2EFEtZ f0 pANEI SQDLLE LONG - NEM, 9-kWr M A5e INCANDESCENT BY OWNER 75W SURFACE MOUNTED AT METAL HALIDE -WALL PACK BY OWNER MOUNT TOP OF FIXTURE(AT BOTTOM OF 4" BLOCK _I D WALL LIGHT - BATH 130V A-19 CENTER LINE ABOVE MIRROR H EXTERIOR OVER DOORS LPMR175MAL-8 SEE EXTERIOR ELEVATIONS. Lo O I0 O) I I Lf) u') CD cn ` o 0 Z 00 W "' � Z IL v; 0= J W� WW z OL O v 0� I.- UO to `� QC Q can } cn W J� �U- 0 (il � J _j_j Q= Q a tL. N cn ui Z u LO N U W J REVISION Q it IN In fc. 1. 2. 3. 4. ARCHITECT: DWAF1SMM: CHECKED BY: I/31/96 65W LEFT E3 S Xl5r5 MEX GONPl.11r ArrAGIVl7 r0 LN151I Y Ar WAR OF L-ai f RN ~f ✓l.R./m5cew f1XTl.fa: 4&VA,NIZEI7 LN1511 K MOINTEP riair rO VOMOM Cr- J0155. IaN I'mmN7uLAR ro 1,142 r F1X11.ta;5. rO M U5V17 NIEW I.MfING 15 AN1axp r0 J0155, OR HIM 8-?V&I;N J015r5. 3/32" =1'-0" DET-E06 I FLUORESCENT MOUNTING DETAIL Ia V GONf7ff ,U-Zfl0NJ I I II II II I GOWLkr _27 • MAY M MN LtJl R 5LAt3 MIL. 5w W&I. W/ aw. 917. WIZ r0 rIX11dZl; I'I.AN f AN7 rowelz t' m j nl.pl.l;X W(Y. 515f HOIaZ. IN OVVNER FURN. PA515 j F � Wit° FIX?1.1a5 AM 5-'f. ::��lt'I.A�BY OVVNER FINSIV7 l'-7"\ ", v ftlom 6' MU. CONMf NOT: AVOIV FIXTI.la; 5LP1'072r5 W/ JLWflON ftOX. DE7-E05 2 1 RECEPTACLE DET./SUPPLY FIXTURES rn rn rn rn 8 Z ao W "' 0- 0 W� 0 WZ �y O tL N O� Uc� } c�tl w u- J � J JJ Q Q� W Nc�{1W Z 0 J REVISION p 0 Z 4. &RDVEM. oRNTsww: ciEacm BY: 'TE' 6 1/31/96 65W LEFT E4 '"C.onwrr0 1/2"`°NP"ff°aLM' NOTE: PLAN INDICATES INSTALLATION OF ALARM/PHONE EQUIPMENT G C TO c' a llm tea:. � �I n0l Our^f IAM X15r �co Go °IX^fJO1N jr CONTACT ARCHITECT OR PROJECT MANAGER WITH ANY DEVIATIONS.Ln ROLL u' POOR III ® o 0 W-'Ofcov m 7" 1" ALAtZM COIWUT5 Lr & ItMV Our s" 1 A'r NEARE5r "5r. 5TLEI3 n0M r0 MOUNT AI,I RPM OU1 f5, IN 5HA LOW 2" X 4" HAN19Y PDX�5. II III WOE OF 00AW. • cOMI If III i i " 1 / 2" 5ECLJZh Y LIGii11NG CONRK Z ao 3/ 8 OFFSET FROM BOAS - I FLEX W "' BY ALARM CONi1ZAGtOR FROM 5?L� PRo�nnEn t3Y ELEGTRIGIAN. 1 N I III nOWN Ar I;LAX OF 60At32 2" , 6'-p' 1/ 2" POWER C.Owuf r0 nuux Ounxr5 w�,� II ZIII 16" X 16" /�,A M CONfRa 60X n�nICAW FOR ALARM 5e9mm � j � " / . III 2"x4" NIMN7Y DOX WITH I/ 2" 9 1 /r 4'-0' 1'-2 1 / NEMA # 5-20 OMWIE CLEAN z III GONVIK FROM 5ECIJRtTY LIWi11NG '_2. A-21 WQ • s III Ar ELECTRICAL MILL 00AW . Q 54" \ 40" 5" III ALARM CONTRACTOR r0 MOLW 2 - VumzX OuiLE175 o g"III CONNECT O 11;I.G0 6 1 2" ' 5LWAGE MO1Ntrt7 _` ZMX f�I = C BY PHONE CO.) VIA FOR TiZANSFORMER N 2"1�7" J-VM W/COVW 6" Iff. AM"NOL CONWGrOR - - I:NQ.05M KIT5, --- _ I , FNSW M4M �- -�- 2X4 JLWIlON PDX ALAW 5Y5TEM 1a55 C,OW Xf 1/ 4" OFF 3.5" W a 15" a 24' L :f/CONPW 5LWAGE MOINTt2 - 11' 3/ 4" FLEX 6Y 3/32" =1 '-0" m'm our. 5m 5w. 51 DET-Ell8L nLEI'LEX OUTLET 5.11MON 66 M4CK LOCq I 1'-7' AL" GONMACfOR } e i U) 2 MAN DOOR / O.H. DOOR ALARM REQUIREMENTS ONARWrFOR OWNER5 � = II J •� W (INTERIOR VIEW) r'OW SERVICE. I PHONE I '�o � � LL < CKT. #A-19 M F- —� r- w °° 511�AGE MOWTEn 0 a I I nIEP zx Ountf to CKT. #B-41 W 1/ 2" cOM7WW ro MMARCATION POINT 1' 11" L -Y I I Lo Q = O CrLm teat I= 13Y 1nxmiow CO. - -, � - -j b LOGA110N OF � � 2 n our a aHz . 5=7 A5 RUMP ,b I LOCAL I 1'-10' LNW5CAM 0 Z a- 1'-�' I PHOP1E I GONTTZOLs N Ln 11 I I �A3'" i-om alm G&C O VEWY LOCATION M b I CO. I e tZi WEV. mzovm ,� N � 6 tj OP � OF LOCAL mim CO. N L�pJ e� nE51GNAtEn f0 Q II 5U2M E . WITH CIRCW 5M MA,NEL � Q SIPPL�R. 3 4" PLYW O REVISION II m-Im WAU. REFER SLfI�AGE MOINTEn nLEPLEX OIJTLEr t. II TO FLOOR PLAN CKT. #B-41 ° E z II FOR LOCATION. z 2"x4" . ,Vm W/ I I \ lu LOCATION OF P J21X FLOCK I�tZ AMP VY LOCAL fMXrHONIE GO. � REa 3. coVw FOR Puna I I FER TTE PLAN O T1iE SI FO PU.L STAPION �\ / ? FOR 11iE LOCATION OF amw ROn MVVML7 8Y Gt'IG. FOR m ANn ALARM EQU hew. 4. = LNWEtZGNZOw rHow 5" / /54.. SERVICE 0Y LOCAL PM01� X ow FTSMW: / COMPANY. 3" m-m I" P.V.C. COIWUf ( ALARM) LNIVER 5LAV fO MM MER' 5 M5K. TWO (2) s 4 ., GONnI Jf TO TERMINATE PLELL WII E5 FOR EACH CONW1 f. 5EE 5Wer5 EI MV 51 FOR LOCATION5. � CHECKED ff: / -+. 24" ABOVE FIMSIi t7 22 -?K / � I/31/96 OR. FN5HW FLOOR T NW PILL WM5 EAQ' OI .r. 5E r I AIW 51 FOR LOCATION5. 65W LEFT DET—E32R 1 /2" = 1 '-0" DE7—E08L EIS 3 STAND ALONE MAN DOOR (INTERIORREQUI I ALARM/TELCO BOARD REQUIREMENTS (ALAR HONE CLOSET) E5 3 ciw HARD PARTS AREA/ MANAGER'S DESK (SEE FIXTURE PLAN) 1" CONDUIT STUB UP AND TURN OUT — AT ROOF DECK WITH PULL WIRE. STUB DOWN TO SINGLE GANG BACK BOX MOUNTED AT 52"AFF, CENTERED ON PILASTER FACE. BY G.C. FURR OUT FACE OF PILASTER WITH 2-1/2" METAL STUD AND 1 /2" SHEETROCK: BY G.C. 3" STOREFRONT FRONT PILASTER — AT HARD PARTS 1" CONDUIT TURN OUT AT ROOF DECK BY G.C. SINGLE GANG BACK BOX BY G.C. OPEN 52"AFF FINISHED FLOOR KEYPAD BY OTHERS O ELEVATION — J—BOX/KEYPAD PLACEMENT AT PILASTER 1 /2" = 1'—O" DET—E33L I I ALARM KEYPAD PLACEMENT AT FRONT PILASTER - LEFT HAND WIDE TO LIGHT CIRCUITS REFER TO SHEET E3 AND E6 3—WAY SWITCH —TYPICAL OF 8 (2) 4 GANG BOXES. (LOCATE BELOW PANEL "A") 3—WAY SWITCH TO BE MOUNTED SO WHEN THE TOGGLE IS FLIPPED DOWN THE LIGHTS ARE OFF. 20A. 1P BREAKER IN "A" PANEL 20A. 1P BREAKER IN "A" PANEL NEUTRAL FROM PANEL TYPICAL OF 2 CONTACTORS (EIGHT CIRCUITS) 4 POLE CONTACTOR - - - LT T T T L----- HOT FROM PANEL 30 TO TERMINAL ON LVT 8 TERMINALS #11 AND #12 TYPICAL PER HVAC UNIT. ICL ---_--- J (3, 4, OR 5 SEE SHT. M1) 12V. D.C. FROM ALARM _ _ CABINET 120�I LOWRE VOLTAGE . A.C. LAY COILI I 112V. D.C. —J ICOIL 120V. CONTROL IS PICKED UP FROM SAME CIRCUIT THAT POWERS ALARM SYSTEM. NOTE: 120V. CONTROL FOR HVAC SETBACK IS PICKED UP FROM ANY ONE JQF THE EIGHT LIGHTING CIRCUITS. 3.; NOTE: PROVIDE 1/2" CONDUIT FROM SECURITY LIGHTS CONTACTOR TO 2" x 4" HA DY NO SCALE AT ALARM PANEL. PROVIDE TWO 14 GA. THHN WIRES, ONE RED, ONE BLACK- 2 1 DIAGRAM -SECURITY LIGHTING - HVAC NIGHT SET BACK —E21 x Lo o ono ago Ln In 00 - � �M Z o 00 LU N 0� J� W� >. WZ o? U)c> 40% } c�1 W �LL m� J Q= -4d)(L b NnW x �tl N Q REVISION p O z 3. 4. DPXTS rw: C►Eacm BY. b I/31/96 65W LEFT E561 e VOLTS: 120/208V 65W PANEL— a i PANEL SCHEDULE NOTES: 1. ALL PANELBOARDS SHALL BE OWNER FURNISHED CONTRACTOR INSTALLED. PANELS WILL BE GENERAL ELECTRIC TYPE AQ. 2. CONTRACTOR SHALL VERIFY WITH LOCAL UTILITY COMPANY THE MAXIMUM AVAILABLE FAULT CURRENT EXPECTED AT THE SERVICE ENTRANCE. WHERE AVAILABLE FAULT CURRENT EXCEEDS 10.000 AMPS, ADVISE OWNER'S EQUIPMENT SUPPLIER SO THAT PROPERLY RATED EQUIPMENT CAN BE PROVIDED. 3. DESIGNATED CIRCUITS IN PANELBOARD "A" SHALL HAVE INSULATED AND ISOLATED GROUND BUS. 4. ANY NEON CIRCUITS NOT USED TO BE DESIGNATED ON PANEL SCHEDULE AS "SPARE". Q MOUNTED: FLUSH PHASE: 3s� BUSSING: 200 AMP WIRE: 4W 200/3 MAIN BKR. FEEDER: SEE RISER AIC RATING: 10,000 AIC LOAD A 8 C BKR CK CK BKR A 8 C LOAD FLUORESCENT LIGHTS 1392 20/1 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 2 4 6 B 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 20/1 1624 FLUORESCENT LIGHTS 2,4 FLUORESCENT LIGHTS 1624 1624 FLUORESCENT LIGHTS 2,4 FLUORESCENT LIGHTS 2, 1624 1624 FLUORESCENT LIGHTS 2,4 FLUORESCENT LIGHTS 2, 1624 1624 FLUORESCENT LIGHTS FLUORESCENT LIGHTS 2, 1624 1624 FLUORESCENT LIGHTS 2,4 FLUORESCENT LIGHTS 2, 1624 1624 FLUORESCENT LIGHTS SPARE 1200 1200 SPARE SPARE 1200 1736 NIGHTUGHTS 2 TIME CLOCK 2 150 1020 COUNTER LIGHTS PHONE CIRCUIT 2.3 720 1440 BATTERY ALARM CIRCUIT 2.3 720 1440 BATTERY H.P. CLEAN SPARE 3 1200 1440 BATTERY H.P. CLEAN SPARE 3 1200 1440 BATTERY H.P. COUNTER 2,3 375 1200 SPARE H.P. COUNTER 2,3 375 - S P A C E H.P. CHECKOUT 2,3 375 1512 RECEP. 6c FANS H.P. MANAGER 2,3 375 900 H.P. RECEPT. DIRTY PWR H.P. COM ACC-M M 2,3 1680 1680 BRAKE LATHE H.P. MANAGER 2,3 980 900 RECEPT. DISPLAY H.P. TESTING EQUIPMENT 800 1500 KITCHENETTE H.P. MINI -TUNE 1500 400 EAS LIGHTING TOTAL 3016 3248 3248 3248 4984 4268 LIGHTING TOTAL OUTLET do EQUIP. TOTAL 4475 3470 4905 6492 5040 3520 OUTLET do EQUIP. TOTAL PANEL TOTAL 7491 6718 8153 9740 10024 7788 PANEL TOTAL NOTES: A0 ucHnNc 6264 X 1.25 = 7830 MISC. 10967 TOTAL 18797 120 = 156.6 A 1 CONNECT TO CONTACTOR / 2 LOCK -ON REQUIRED 80 LIGHTING 8232 X 1.25 10290 MISC. 8510 TOTAL 18800 /120 156.7 A 4 SEE SECURffY DIAGRAM CO LIGHTING 7516X 1.25 = 9395 MISC. 8425 TOTAL 17820 /120 = 148.5A 6 —A 8 volTs: PHASE: WIRE: 120/208 V. PANEL - B MOUNTED: 30 BUSSING: 4W 400/3 MAIN BKR. FEEDER: 4 HEAT PUMPS AIC RATING: FLUSH 400 AMP SEE RISER 10,000 AIC LOAD A B C BKR CK CK BKR A B C LOAD RTU-1 7716 80/1 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 ' 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 80/1 7716 RTU-2 7716 7716 7716 7716 RTU-3 7716 7716 RTU-4 7716 7716 7716 7716 SPACE - 20/1 900 RTU OUTLETS - 1512 PYLON SIGN 1,2 - 1680 NEON 1,2 WATER HEATER 2000 30 2 1680 NEON 1,2 SITE LIGHTS 1,2 1082 20 2 1680 NEON 1,2 1082 1680 NEON 1,2 SRE LIGHTS 1,2 1082 1680 NEON 1,2 1082 1680 NEON 1,2 SITE LIGHTS 1,2 1082 1680 NEON 1,2 1082 1402 BATHROOM FANS EDF SITE LIGHTS 1,2 1082 1200 SPARE 1082 1200 SPARE EXTERIOR LIGHTS 1,2 1188 - S P A C E 1188 - LANDSCAPE CONTROLS 720 20 1 LIGHTING TOTAL TOTAL 3352 4434 3246 3360 4872 5040 LIGHTING TOTAL OUTLET k EQUIP. TOTAL 17432 15432 16152 17734 16632 16632 OUTLET do EQUIP. TOTAL PANEL TOTAL 20784 19866 19398 21094 21504 21672 PANEL TOTAL NOTES: AO LIGHTING 6712 X 1.25 = 1 CONNECT TO CONTACTOR 2 LOCK -ON REQUIRED 80 LIGHTING 9306 X 1.25 = 3 I.G. CIRCUIT CO LIGHTING 8286X 1.25 = 8390 11633 10358 MISC. 35166 TOTAL 43556 120 = 362.9 A / MISC. 32064 TOTAL 43697 /120 = 364.1 A MISC. 32784 TOTAL 43142 /120 = 359.5A 208-84H LOAD TABULATION TOTAL LOAD !O PANEL "A"= 156.6 A +PANEL "�'= 362.9 A. TOTAL = 519.5 A TOTAL LOAD Bo PANEL "A a 156.7 A +PANEL "B'= 364.1 A. TOTAL a 520.8 A TOTAL LOAD CO PANEL "A""= 148.5 A +PANEL "B"= 359.5 A. TOTAL = 508.0 A SERVICE SIZE LARGEST PHASE = 520.8 + 25% OF LARGEST MOTOR (.25 x 64.OA = 16.OA) a536.8A c� a- m o ` rn bf v v • Z ao z SEE SHEET E-6 FOR ELECTRIC SERVICE LOAD TABULATION AND WIRE SIZING CALCULATIONS t 2 PARALLEL RUNS EACH WITH 4—#350MCM IN 3" CONDUIT TO SERVICE WEATHERHEAD WHERE OVERHEAD SERVICE IS REQUIRED METER & C.T. ENCLOSURE PER POWER CO. REQUIREMENTS (NEMA 3R) PAD MOUNTED TRANSFORMER (WHERE REQUIRED) 1" METER CONDUIT C. T. M 4—#500MCM, 1—#4(G), 4" C. 4—#3/0, 1—#6(G), 1—#6(IG), 2 1/2"C. 400/3 FUSED SWITCH FUSSED AT 400 AMP LOW PEAK FUSES SEE NOTE #1. PANEL PANEL „A„ "B" 200 3 FUSED SWITCH FUSED AT 200 AMP �- LOW PEAK FUSES SEE NOTE #1. I WIREWAY I 3" C. TO PHONE PANEL-ELEC. CONTR. TO FURNISH & INSTALL CONDUIT FOR PHONE SERVICE ENTRANCE. COORDINATE W LOCAL PHONE CO. NO EXPOSED PHONE LINES PERMITTED ON PROPERTY , NOTE #I: G.C. TO PROVIDE FUSED DISCONNECTS WHERE REQUIRED BY CODE. TJ PVC CONDUIT AS DESIGNATED BY 2 PARALLEL RUNS EACH WITH N2/0 GROUND, BOND TO GROUND ROD, LOCAL UTILITY CO. 4-#350MCM IN 3" CONDUIT DOTING STEEL, WATER PIPE, GAS PIPE PER LOCAL REQUIREMENTS, INSTALL IN CONDUIT FOR PHYSICAL PROTECTION 3/32" = 1'-0' DET—E25 I I SCHEMATIC DIAGRAM -ELECTRIC SERVICE (TYPICAL) CONDUIT HANDY BOX 1 ALARM PANEL BOARD.4„ PROVIDE (2) 4 GA. THHN WIRES — ONE RED, ONE BLACK. 6'-2" r --—— — — — — — — LOCATE THERMOSTATS I TO BUILDING SIGNS, jq—SEE SHT. E1 o U FOR RTU QTY. PYLON SIGNS, AND I NEON BAND CKTS. I ( SCREW COVER —_--- TF BOX —� y UTO SITE AND O I BUILDING CIRCUITS. LIGHT 0 I I PANEL PANEL _ "A" "B" COVER BOX TO HOUSE: ALARM—LVR (2)-4 POLE !_ 8 POLE "B" W � POLE "B" NI NIGHT SET —BACK RELAY �7S�URiT�� LIGHT WITCH 4 B E 3/8" = 1'— DET—PB03 2 PAN BOARD - DIAGRAM r- Ln o r— rn co co A� 0 0 � � o Z ao w z N_ O= W w� >, w Lj wz 12 o D 0¢ i C1 Q w � w �L _ o" 00 �l J O JJ N cCvcqW w * d1 N 0 ­DI/31/96 65W LEFT o 120&+fATR"___ E73 11 SECTION 1601 BASIC ELECTRIC 1. Work Included: A B C D F. G. H. 9 X 2. A. B. 3. A. Conduit, Wires and Cable. Boxes and Wiring Devices. Safety Switches. Service Entrance and Utility Coordination. Including complete connection to utility service point. Provide conduit, wire and equipment necessary per local utility company requirements. Data Cable (Material furnished by Owner). Conduit for Thermostats (Wiring by Mechanical Contractor). Conduit for Telephone System (Wiring N. I. C.). Conduit for Security System (Wiring N. I. C.). Field Testing. Utility Company fees and charges for service to the project, including setting the meters. Primary wiring and conduit for neon transformers. NOTE: Refundable deposits for permanent service will be paid by the Owner. Quality Requirements: Provide UL approved materials and devices. r �l`i`1L Comply with NFPA 70 National Electrical Cade as minimum standards. Comply with more stringent local requirements. Conduit: Rigid: B. Thin Wall (EMT) C. Nonmetallic D. Flexible Conduit Greenfield: 4. Wires and Cables: Galvanized steel with threaded couplings. Intermediate grade may be used instead of rigid where permitted by NEC. Galvanized steel with liquid tight compressions type couplings. In concrete slabs and set screw couplings in dry locations. Rigid PVC, Schedule 40, with factory made bends, joins solvent welded. Spirally wound interlocked steel armored raceway conforming to NEC 350 and UL. A. Soft drawing copper of not less than 98% conductivity. B. Size No. 8 AWG and larger shall be stranded. C. Minimum wire size No. 12 AWG. Use No. 10 if circuit exceeds 60 feet and No. 8 where noted on plans. D. Use 600 V. THWN insulation on building and branch circuit wiring unless otherwise indicated on drawings. THHN INSULATION may be used in dry locations only. E. Data cable size No. 24 AWG, 3 Pair, provided by owner upon notice by contractor of required delivery date. 5. Outlet, Switch, Junction and Pull Boxes: A. Boxes Galvanized steel conforming to NEC and UL Requirements. B. Exterior Boxes Weatherproof type with threaded hubs and gasket covers. 6. Wiring Devices: A. Acceptable 1. Arrow Hart Manufacturers: 2. Bryant 3. Crouse —Hinds 4. General Electric 5. Hubbell 6. Pass & Seymour B. Wall Switches: Specification grade, quiet make, quiet break design, toggle handle, rated 15 AMP., 120 V., Color: Black. C. Standard Specification grade, full gang size, Receptacles: polarized duplex, parallel blade, U— Grounding Slot, rated 20 AMP., 125 Volt, Color: Black. D. Device Plates: General Use: Bakelite with smooth finish and rolled outer edges. Color: Black. E. Safety Switches: General duty, fusible type with NEMA Type 1 enclosure indoors, and Type 3R enclosure outdoors. 7. Conduit Installation: A. Use rigid conduit or P.V.C. conduit in earth and where exposed to weather. Make joints with standard thread couplings or unions. Protect newly cut conduit threads with graphite, grease, or other rust resistive, non —insulating compound. Use double lock nuts at terminations. B. Use EMT only in dry, protected areas where not subject to mechanical damage. C. PVC Conduit may be used for underground feeders from service entrance to panels, to site lighting, and to pylon/billboard signs only. Use rigid steel, long radius elbows on risers from underground conduit. Provide "THW" copper grounding conductors for entire length of nonmetallic conduit and connect to rigid steel. Size per NEC. D. Provide moisture seal where conduits penetrate outside walls or slabs —on —grade. E. Secure conduits to building structure at intervals of not more than 5 feet for sizes up to and including, 2 inch; and at intervals not to exceed 8 feet for larger sizes. F. Run conduits concealed. Exposed runs, where approved by the architect, shall be installed in neat, symmetrical lines parallel to, or at right angles to, building lines. Tight to MTL deck. G. Seperate conduit 6 inch minimum from any water line. I. Terminate conduit at equipment subject to vibration with flexible connections. In wet locations, use Neoprene or Polychloroprene covered flex with watertight fittings. Provide for continuity of ground. J. Provide conduit system for mechanical control wiring. K. Provide conduit system from telephone system from terminal panelboard to counter location, as noted on plans. L. Provide conduit for telephone service entrance. Entrance shall be underground from telephone equipment pedestal, and run to phone equipment board. 8. Conductor Installation: A. Maintain color coding throughout electric system. B. Where the distance between panelboard and first outlet in a branch circuit is more than 60 feet, used #10 AWG wire or larger. C. Make conductor length for parallel feeders identical. D. Provide solderless connections only. 9. Outlet, Switch and Junction Box Installation: A. Install flush type boxes slightly recessed to allow full perimeter contact of device plates. B. Install boxes for convenience outlets 12inchesabove floor, unless otherwise indicated on the drawings. C. Install switch boxes 4 feet, 0 inches above floor, unless otherwise indicated on the drawings. D. In masonry construction, height of boxes may be adjusted slightly to fit coursing. E. Set boxes for floor outlets flush to floor, unless otherwise indicated on drawings. F. "J" Boxes are to be concealed behind the sheetrock ji.i QL 10. Wiring Device Installation: I ���A A. Place wall switches on strike side of doors unless otherwise indicated on drawings. B. Install device plates with perimeter edges in full contact with finish surfaces. 11. Field Testing: A. Test all circuits with a "Multi" Tester to determine that system is free of short circuits and that phase conductors are not grounded. B. Check motor controllers for proper operations. C. Check electrical equipment for proper operation. D. Immediately replace defective or damaged materials and equipment. 12. Data Cable Installation: A. Cable shall be supplied by owner and received by contractor. B. Cable lines shall be run straight and paraliel, tied together with nonconductive material. C. Provide six (6) feet of extra cable length at each equipment location. �� ��/' D. Tag each end of Data Cable for ach circui _ ■ l« ,- LI' o 00 LO LO O) � � d- 0 0 8 �M 0 Z ao W 1� O= J� WLJ W oQ Wz �o N O� NCAD o Y) (Y , O W� Q J U_ O w IL' m� W J _I U_ Nn1W if1 N �-- U W W REVISIONI W 2. Z Section 1602 OVERHEAD ELECTRIC SERVICE 0 �n o r` rn 00 co 4 c 1. Components: A. Conductors: 8. Service Rack C. Service Entrance Weatherhead D. Service Entrance Mast E. Weatherproof Metal Socket F. Conduit 2. Installation: As Required by local utility. Three (3) or four (4) wire racks, as determined by local utility for specified service. Cast Metal conforming to local utility weatherhead requirements. Rigid Tubular Metal Fabrication with provisions for attachment of service rack and weatherhead. Conform to local utility requirements. Rigid conduit complete with watertight connectors and couplings. A. Install service rack and weatherhead at proper height. Provide most kit, it required. B. Extend mast head to provide a minimum ground clearance of 20 feet when overhead service is near dumpster location. C. Install rigid conduit to weatherproof meter socket. D. Provide terminations, coordinate with local utility company. SECTION 1603 LINDERGROIM ELECTRIC SERVICE A. Submit to local utility all required drawings, loads and any other information to obtain serice. B. Provide all materials and installation required to completly connect to the serving utility. C. Work should include, but not necessarily be limited to, primary conduits, cable (if required), pad mounted transformer pads, grounding, metering provisions, secondary conauctors and conduit, all as required by the local utility. SECTION 1604 PANELBOARDS (Furnished by Owner) A. Manufacturer: 1. Provide with circuit breakers and as supplied by owner. B. Ponelboards — 120-208 (120/240): 1. Metal cabinets with gray enamel finish complete with panel trim having concealed hinges and flush lock, concealed trip clamps and screw cover front; Galvanized steel back boxes with knockouts. Provide two keys for each panel. 2. Factory assembled, three (3) Phase — four (4) Wire; and Single Phase — three (3) Wire. Full capacity, solid, neutral, with sequence style bussing. C. Circuit Breakers: 1. Molded case, automatic air circuit breakers as supplied with thermal and magnet trip and trip —free position separate from either "ON" or "OFF" positions; interrupting rating of 10,000 AIC. 2. Provide switching duty circuit breakers equal to QO Type as manufactured by square D, or equal, for branch circuits and Q1 for main breakers. SECTION 1604 PANELBOARDS (Furnished by Owner) (coot) D. Identification of Panels: 1. Provide a laminated plastic plate at top of panel engraved with designation identical on panelboard schedule or riser diagram. Identify each overcurrent device with a laminated plastic plate engraved with a description of item protected. 2. Provide typewritten directory to inside cover indicating loads controlled by each circuit, identical to panel schedules. SECTION 1605 LIGHTING (Furnished by Owner) A. Products: Refer to lighting fixture schedule on drawing for types. Provide necessary trim, brackets, and accessories for complete installation. No substitutes will be accepted, unless Architect considers to be equal to what was specified. B. Lamps: First line quality and as manufactured by General Electric. (Furnished by Owner). C. Ballasts: 1. Fluorescent — UL Listed, Type "P" with automatic resetting thermal protection. Rapid Start. 2. Metal Halide: UL Listed, Type CWA. Peak load automatic transformer. (Furnished by Owner.) D. Time Clocks: Intermatic T105, SPTD, 24 Hour Dial with two (2) trippers. (Furnished by Owner.) E. Control Relay: As supplied by owner. 6 to 12 Poles, as required provide additional relays, if required to accommodate site lighting. Balance Load between relays. (Furnished by Owner.) F. Building Lighting Support light fixtures from structure Installation: only. Provide gaskets or necessary accessories to prevent light leaks around trim. Install fixtures in a manner to properly dissipate generated heat. Equip each fixture with owner furnished lamps, as scheduled. G. Site Lighting Set poles plumb, rigidly in place in Installation: accordance with manufacturer's recommendations. Provide necessary brackets, caps and accessories, factory energized light and sign circuits and set time (Dusk). Time clock shall de — energize light and sign circuits at set time (12:00 A.M.) to turn lights off. }ei W J � :3LL fQ � J _J Q= NMW u LI) N 0 0 F. M z000 W "' aN a WLLI W OQ z. N 01 �co U) _0 H Q U_ LL U IL Q Q� U W J W ZW O Z SPECS I t F t (l r. Disco_uO .Q,u�tc lV AUTOZONE ORANGE STRIPES (SCOTCHCAL) #3630-44 AUTOZONE RED LETTERS (SCOTCHCAL) #3630-43 945 PANAFLEX MATERIAL 4" VENTS SERVICE Q DOOR AS REQ' D (TYP.) Parts D i�scloaa MITI u� MPa i t s BLACK ORANGE RED WHITE PANAFLEX MATERIAL, KABEL POLE TO BE .. STYLE LTRS. FOR "DISCOUNT AUTO PAINTED WHITE INSIDE PARTS" 3M SCOTCHCAL3630-22 SIGN CABINET o BLACK BACKGROUND J Q U d 0.050 ALUMINUM FILLER AND RETAINERS PAINTED BLACK o _ (MATHEWS 42-204) OG�/�� Eo AN' /� C'�1A� ,A/� ALL F.Miaok 51GNAG4 ��ILL Ve N MtZMIMP 5EPAMMY. N STRUCTURAL STEEL/SUPPORT STRUCTURE/ANCHOR BOLTS AND CONCRETE FOUNDATION TO BE SIZED BY SIGN COMPANIES LICENSED ENGINEER TO MEET ALL SITE SPECIFIC REQUIREMENTS AND CODES. PRIME ALL STEEL WITH RED OXIDE PAINT AND WHERE STEEL OCCURS IN BASE PLATE AND NUTS PAINTED BLACK LIGHTED SIGN CABINET PAINT FINISH COAT WHITE. (PAINTED IN FIELD) PAINT GLOSS BLACK (PAINT TO HAVE RUST INHIBTTER) NON -SHRINKING GROUT BENEATH BASE PLATE BY SIGN CONTRACTOR. FOUNDATION TO BE 1-1/2" BELOW FINISH GRADE RIGID CONDUIT WITH ONE 20 AMP CIRCUT IN FOUNDATION FOR ELECTRICAL SERVICE BY G.C. NOTE: STANDARD PYLON • •a' - a 'AUTOZONE' TO BE CLOSEST TO STREET 714CP/28 `� NOTES: INTERNALLY ILUMINATED in , �G.C. TO EXCAVATE SOIL, SET, AND LEVEL ANCHOR BOLT CAGE (FURNISHED BY SIGN CONTRACTOR) AND PROVIDE SCALE: 1/4" = 1'-0" '� CONCRETE FOUNDATION (FC = 3000 PSI.) 3 FOUNDATION SPECS: .$IC,�V CONTRACTOR TO FURNISH ANCHOR BOLT CAGE a SIGN #3 5'-3" X T-3" X 5'-6" DP (TYP) » ? , I�TENING NUTS, LEVELING NUTS, AND ALL NOTE: SIZE OF FOUNDATION SUB!ECT J OR AND MATERIALS TO INSTALL POLE AND SIGN . $ 98 SQUARE FEET TO CHANGE AS SOIL CONDITIONS REQUIRE. TO BE ENGINEERED BY SIGN CONTRACTOR A CTRICAL CONNECTION BY G.C. = f t i o -- 00 N �f7 Lo cY N N M � ® O O Z^ ® O -- M U Z �N �HE ® Z� W O� U 00 a z� C9 Co I11 CO Q Cn } d1 LLI J -1 �LL Z J 15� �Q-1 EL NONW x to N x W REVISION . Q r, 08/12/94 2 11/10/94 3. 01 /05/95 c 4. ARCHUCT. DwFrSMW CHECKED BY- 03/11/94 SN, 9 ZEPHYRHILLS FIRE DEPARTMENT REVIEWED BY: �— 11A ` t a 4 i