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7500 SW DARTMOUTH STREET-7 ■ ■ N Ln m N d Uw J � a n - ................................................................. --. p °� Utn te • d' Qo `� Cc 7t-) uj in d' FIX-11-URE SCHEDULE u o d �- DESCRIPTION 156' PROTOTYPE THIS PROJECT DIFFERENCE 0 C) m _ ___ __ _ __ i STORE DIMENSION (EXCLUDES RECEIVING AREA) 156'-0' X 156'-0' 156'-0' X 156'-r' - `-� z r- -'-----------i I - --- - pp � -- CLEAR HEIGHT (MIN. AT RECEIVING AREA) — J 17'-U' 17'-0- SALES AREA SQUARE FOOTAGE 21143 of 21143 of SAME -� �.........__... RECEIVING AREA SQUARE FOOTAGE 1080 of 1080 of SAME 0 - ---- - _ GROOMER AREA SQUARE FOOTAGE 824 of 824 of SAME <p HEALTH SERVICES AREA SQUARE FOOTAGE 1405 of 1405 of SAME E --------------------- ------- - _ -- - -p-- -- EMPLOYEE / SERVICES 964 of 964 of cc LTC:TA�:UARE FOOTAGE 25416 of 25476 et SAME I � - - ® I SHELF LINEAR FOOTAGE (4' SECTION) — 744 If 744 If SAME ZZ'-b" pa''+et rocking -O" - _ - - pollatoeking _ __� -- �____"< I SHELF LINEAR FOOTAGE (3' SECTION) 36 If 36 If SAME Z atLot II'-3" each t : of R 3" each 6'-10" W-9" b' 10" E_,0 _�° 6_IO" r-t' b - -I�--- Z_�" g'_6" 5 08 8 SH=LF LINEAR FOOTAGE TOTAL 780 If 780 If SAME 8n °ALLET RACK LINEAR FOOTAGE 766 If 766 If SAME N FIF i PLATFORM LINEAR FOOTA^c YUJ 52 if 52 If` SAME p CO ODI ool oo ppl �Q ool BIRD PLATFORM LINEAR FOOTAGE 40 If 40 If SAME Z y Oa Oq __ CAT PLATFORM LINEAR FOOTAGE 20 If 20 If SAME j J �. J �- W 0 in W TOTAL LINEAR FOOTAGE 1658 If 1658 If SAME u c- dm N0. OF 4 FOOT SECTIONS 186 186 SAME - n � NO. OF 3 FOOT SECTIONS --- 12 - 12 -- SAME NO. OF IN-LINE RACKING SECTIONS 60 60 SAME m - -- - y M NO. OF PERIMETER RACKING SECTIONS 22 22 SAME 6 m (a) I I I I N0. OF OVERSTOCK SPACES 356 356 SAME � o a irl Q a -" TANKS: FISH TANK DISPLAY 88 88 SAME = Y v — W r in iv o .. QO 7 (tom= Lu a ir UN o O'10 O� D'ib t I I I I I I I ` m � _ '. 1 31 ..............:.::...1 p = ,.. 0 0 30 3� � ry 131 n ■ ■ 0 130 13 J O 001 OOi 00! Ola QCC, O b `-- a I . ............. X001 GOI p raJ -I -- --� 5_a �'-5' _a 3-�" 3'-Z" 5'-b" 8'-2" 5'-b, C- • 1 i .. .. .... i P&I r O I � Q :• OE O q� 06 CZI ;� ............... I O p p ! F T, 7 Q rc ,e a - u m m Q o w �` 1 ❑ .. I Q • I I o p m m ui J t O o O 0 n - b � „ 1 ° A a c� n 1 - n m N Q ai �............ I I 90 r m n m m 031 I I I JwO • n • � �--� a I m o i m ( O11 Y u, •� --�--- m BS I O a I �C FISH \` US rir I 1 y I Q \ O it -- 1 1 p 'J ` •' .. ��i� I LU 10Z � � � In M \ v • %� I 1 I 1 IF-- v ..... I03 I I I ®.,.. 41 T_ \\ P b ED B - 26' FISH U 3 O�.... .. tiP� O '- m - 1,3 ,\\ ..........................._ -'- -- 1 r-� H e • SC TTSDALE,ARIZONA ° -Z i PLANTS 30° - Igo � �J IyH -. 15q. 6 - 010 37 ---- -� � --�_J ■ OI' Q tp - lY FED O - --- p—_ Q Z0' FISH .......... B�_.o m 4O16 O ..... �� u 155 014 014 014 �O4) �CaL_ a;, ° ` 9° Z n o % OIC TI - L J $ o C13 019 � Q g n rn 1 ° _ Iry 36 ...... _.........1 .. .... 103 .. Ila j I •... o a y �� 03 051 ap p` Y ; !ZZ I (IU a ? i 1 5~v _ `.� 1 �........ `o �d ........... -610 - l_J o Liu F . 2 '6'-10 1/2" — - ------- 3b-10 i/Z" —--- 42-+O at 2.0 3.0 (4).0 a£ ° 1.0 56'-O" OJERALL BUILOIN6 ��.��e - ' Job No: 93451 _ FIXTURE FLOOR PLA ---- _ _ — pate: ,O JUL 93 Sheet No SCALE. i/e" = 1'-0" -- Scale: SEE PLAN F Drown: ACP '500 94! DAR'TMOLITH STF<'EET Checked: KDR CIF 49 ■ ■ WED JUN 16 19:19:01 1993, RYAN WOOD, 451-F1.DWG y -- - - --- v IF IF DOCUMENT IS LES QN, irIIIIIIflllllll IIIlIIIIIIIII I IIIIIIIIIIIII�1 ITTTfTfJTTIfTA r(rfllfrlllllll IIIIIIIIIIIIT6 I�IIIII III�I IIIIIIIIIIII181111II�III�,III1 II i;�l�lli III IIIIIIIIII111 APRIL 219 1994 J II �' �I � I 'i� II II � F� 1 -[ --___L- --�-- -- --- -_ - ---_--� " IT IS DUE TO THE QUALITY O[' "°�° i _ . 1 THE ORIGINAL DOCUMENT. - I �9111 - - Q I Q � l + 111111111111131-11111 T31, J11 lii1I111131',11I11111I -11 IIIIIiI I iIIlI1111 NIIIIIH IIIIIN{{ IINI111111111 II I IIIIIN (IIIIINI II{II11 14I1111IIIIIIIII IhWWI I lllllllll lull L' lll!lllllllu 1ll�lllllillllllllllllllilllUllNlll ■ to N Va w Q f•-- o I OI CO r- ! r� QI FIXTURE SCHEDULE W V) m i DESCRIPTION 156' PROTOTYPE THIS PROJECT DIFFERENCE a--------------- - --------------------- Y Nd STORE DIMENSION (EXCLUDES RECEIVING AREA) 156'-0' X 156'-0' 156'-0' X 156'-0" -- Z — - ------- , pwC� - •" CLEAR HEIGHT (MIN. AT RECEIVING AREA) 17'_0• 17'--0• - W Fes, Y -- -- — — --- - _ Q Obi 4 SALES AREA SQUARE FC OTAGE 21143 of 21143 of SA.MF - -- --- Z O RECEIVING AREA SQUARE FOOTAGE 1080 of -- 1080 of SAME -— Y fy z GROOMER AREA SQUARE FOOTAGE 824 of 824 of SAME o - 0 f�1 Ir" N HEALTH SERVICES AREA SQUARE FOOTAGE 1405 of 1405 of SAME ® O rn EMPLOYEE / SERVICES 964 of 964 of SAME • ■ Ippj per_ ,qJ m � ® � v v � � � TOTAL SQUARE FOOTAGE 25416 of 25416 of SAM[ yl I r SHELF LIN:AR FOCTAGE (4' SECTION) %44 If a'-10 11'-6" o,jet rockln _ 9—--# •h— --_----_—_.-_ aunt rackin 74 � of I1'-3" •ach --- I -P —9 __--- - --.-__ -- — 4 I - ------ — - SAME ---- I b at 11'-5"•acn e 1 at q'-5" socn ON) 36 If 36 If _ a 10" 5'-b' b'-10" n'-9" o-O __ II'_�° A b-o" u'-�" b'-10" II'-�" b-lo" li-�" b-lo" 14'-�"� .. ••- "REEF LINE�R FOOTAGE (3' SECTION)11 SAME B SHELF LINEAR FOOTAGE TOTAL 780 If 780 If SAME �! I �p-p�� 08�oeb otl, •• PALLET RACK LINEAR FOOTAGE 766 If 766 If SAME I In O, O° COI pp, 001 q LLI t FISH PLATFORM LINEAR FOOTAGE 52 If 52 If- --- ------- SAME pp' cc DO, O01ti ' BIRD PLATFORM LINEAR FOOTAGE --- -- 40 If — 40 If _ - SAME I Z 6v �X Oab Oa_ CAT PLATFORM LINEAR FOOTAGE 20 If 1) SAME ` aq J > e ui LJ TOTAL LINEAR FOOTAGE ib58 If 1658 If SAME }E ,I� = NO. OF 4 FOOT SEC nONS 186 186 SAME t ao N - I, r n NO. OF 3 FOOT SECTIONS 12 12 SAME I n m NO. OF IN-LINE RACKING SECTIONS 60 60 — SAME 0 m n /j'L<Lniiia NO. OF PERIMETER RACKING SECTIONS 22 22 SAME— o — t v (q; NO. OF OVERSTOCK SPACES 356 356 SAME I I 1 1 1 1 1 1 -- - - : = O TANKS: FISH TANK DISPLAY 88 88 SAME n o 9 _ r , m d v O -a in rl d w 0 rj ®' .....� .. O90 09 G96 ►ii d m lul I O I I I I I Y L� al ............................. ...:...; 150 139 m 1'1 131 I C N n J � �a n O � I ■ ■ I I -"- ---� 131 L 001 O� OI `---J 151 130 r p - �_ e- - -J I I 5-4" _11"'5-b 1/1' n" -- 5' a" 9 5 5•_a.. 9' g.. 5' a.. ,_�" s 1/..,, 9' b.. g. B.. 51-21, 5-6, 9' 2., 5.-b.. , - ... . .. 1 ............... : ....+::::........................ T1 mOiC \ u m Ou r (0 ql q5 ro \ ® • • b I A � I I L I Ell ry m ? ir D p I i Jr r m m m O • 031 I •O I alo �, m � � �..1 •1 L_J..� d \ LJ ° m (epC `�. On it Y r� ...................... i 1b'FISH ■� t I � \�\ O _......... • ��i I I .. 180 IBI OIC \ I i r-moi h-- m O ..• '/;�i i LU 101 i in \ .• 1 I I I I ■ 17 134 b" m EEO]-� �►D :8 FISH O O \`\` pyP �frf O Q "'"'" j X... 16 �� , '�--- — Q5 m "� g RT w f kn 015 17. __.. (6 0 • r-�----- C�•r 3123 f•LANTS ` + SCOTTSDALE,ARI • " " • IQ� x/ 90• = o n 91 l o — a'-O 4'-0 018 9. FISHCO 0 .. - _ _ 191 • `�/ �r — - f —....................................... 190 Q`. a 4 1-1 019 4 _ — — Oi "N. 10' F15M Q� _ ■ ■ m —............................... I;Q O1, Ob 5g 51 o_� r`3 014 Q14 p14C01 50 56 z • a CL 019 O- --- ou • it�I 051• OI' .,nu... ..................... _..n.• p9 013 al9 Lt---I I Q �.a - - 04 i _ b •- ----_-----, — O n , 1 .... IOb 1 1 • n r6 J la 151 —� I I � 105 ............ .: I I a ..... ..4 .......... 1 Of........................_.............. .... .................................� c 03 105 ' 115 • ' I _j a 1 111 ........ i I ... IAg o .......... ® r- -�O ... 104 ! Ir I " n ' 111 i I ♦... V«v A - :----------------------______--__________i -_ _+-_ I I 5- L.J Z tae HH a1'-I0" Lu E ^ L. c 2.0 "" 0 3.0 4.0 ` °I ----- �.se 5.0 ; E~ U ^ V Job No: FIXTURE FLOOR PLAN _ _ '93451 Sheet NO. Dote: 10 JUL 93 Scole: SEE PLAN 17 501:1 SW I)AR-TMCIU-TH STREET Drown: ALP L 6 OF 48 Checked: KDR THU JUN 10 08:50:31 1993, DARON D. DENTON, 451-F2.DWG V u ik IF THIS DOCUMENT IS LESS --tlr IjI III IIIIIII III III IIII I�1 III III I r 1�T r�r Ilt Ilr t r III III l�r I II III III 1 I 111 III III III III III III I I III III"�I IIC11111111 IIIIIII III IIIIIIII I ' `rLEGIBLE THANTHIS NOTA'PION, I-- 1 2 ILII I I I �Ej I I I 18 I II �0 11 I 12 APf�Ih .__�3 y94IT IS DUE TO THE UALITY OF -- — — ------.L- �.__�—_ � —. 2 Q N•ae THE ORIGINAL DOCUMENT. ( -- — -- -- — — ---TT --- I �£ efL�L LIL 91G �Z T1711 iLALt�lull I �8 � L 9 �9 � 8LT,I�I II --IIIII► IIIIIII►( IIII IIII Ilillllll IIII IIII IIIIIIIII IIII IIII IIII IIII IIIIIII (►IIIIIII lilllll►I II►III►I►II►III►I► ►1111 111111111 �llllil 1�111�11J11 Illl IIII IIII�WIII �r ■ i r' L GENL RAL I'JOTES I P M E N T C O O R D I N A T I O N S C H E D U E I SEE SHEET A2 NSD A2.1 FOR ROOM NUMBERS AND NAMES. 1 ALL ELEV\TIONS CALLED OUT FOR BLOCKING ARE TO CEN- TER OF 2 U 8 BLOCKING. u w ITEM REMARKS ITEM W MARKS -- -- - 3 ALL ITEMS INDICATED AS TO BE PROVIDED BY PETSMART � SNAIL NAVE SCHEDULED DELIVERY DATES WHICH THE GEN- Lr) ERAL CONTRACTOR SHALL BE NOTIFIED OF AND SHALL 1.1. � RACKING � OSINGRRp`- F- U1 SOME ITEMS RAC( WHICHAREPROVIDED AND IN- VUi U OL STALLED BY PETSMART'S SUBCONTRACTOR WILL REQUIRE Ir- Z C N V z h Z < V PLACEMENT COORDINATION BY THE GENERAL CONTRACTOR. O O v� IJ G s Fv U O Z 0 LA U d } U 5 SEE ELF_CTRICAL UOCUMENTS FOR PLACEMENT OF OUTLETS. �_ r ZN U U r U u U y d C7 Z H U UU U w V } m C u ALL AREAS TO RE(XIVE COUNTER NTH BASE CASINET TO v 6- ce ce J d } ^ N fY J OC J d c< < ce < < } m Z Q y m (�,/I W c< q K •j „c` < } m Z 0 y m RECEIVE BLOCKING AT FINISH FLOOR LEVEL IN ADDITION TO Iswr r� w ,`„ W ek , W m m Q Z O flC m ,� �`„ W T Y H W °° Q Z O °t m Z ELEVATIONS CALLED OUT. Q = h 7_ cn I W r Z Z ex Z U pr 0 �"- w Z cn !! ( Z z U Cr ? SEE PLUMBING DOCUMENTS FOR PLUMBING FIXTURES. /w W Z lU �Qr z V W L W Z `r I'\ ce Lj d U W w IZ U V Z Z O w W O �L 1n Q. U W w d U O' Z Z Q 0 .� W 0 U W C U W C O Cy L' < C U G_ U w O O Cy U < oc 0 U 8 SEE ELEVATIONS 01 AND 02/A7 FOR MENS RESTROOM, Q N F.. U W J Z U \� W } } } } pe U U W a Z w U W SEE ELEVATIONS U3 AND 04/A7 FOR WOMENS REST- p O O m m to m m m J J Oe Z LL < J < } F- m m m m m m I J ce < LL < J < ROOM. x O J z Q Q Q Q < < < U C: ` z r O Q 0 n Q U V Z Q Q Q W J J oe L+ W Z < " W Q Q w w -J _1 J li z < ` PLACEMENT. r U _J 7 w w Q Q Z w U Z Z Z LL Z Z W u Z 1,(� < < < Z fI. SEE ENLARGED FLOOR PLAN, SHEET A..1 fOR EYEHUOK w < W , } < < F- C m m = Z Q J J IY W m �a (m Y O O U u VI tL uo Lj W W W) Q Q U U U Q } O O U U H- H U U U C U U U C Y W w W w to vi w w w 10 THIS SCHEDULE DOES NOT Rf.PRESENT ALL REWIRED Wt.-A T w OC W Z Z a x OC OL w W Z Z .J w Lu J J __j W W W ASSOCIATED WITH T}IE INDICATED EQUIPMENT/ FIXTURES - 6i IL S , cc w w u; I., , CL a CL � f � , a n cc c( � w w w a a c. � � � � � SEE SPECIFICATIONS AND COrSTRUCTION DOCUMENTS FOR � � z ADDITIONAL INFORMATION. ool 3-o eN; cAP O O • DESK O O O 1 I ALL APPLIANCES ARE TO BE F ROVIOED AS SPECIFIED: KEN- •� �� _ Z - '- - -' _ — MORE/SEARS IS A NATIONAI ACCOUNT SUPPLIER. U WO O O O ' A!5..E PALLET KEN- RACKS •-3" - Z� F!LC CABINET 12. SEE SPECIFICATIONS FOR AILL WORK NATIONAL ACCOUNT 0 60 CC. O - U: - 14 O^O\J` "ER1ME'ER PALLET RACKS '1'-La" O ,It Q1 - O - -- SUPPUER pn S C _/ PMRIMCTER PALLET RACKS SI-3" O O I O - - -- - - - - - -- - - ---._-- ,_ ..—J—J// � 13, NO SUBSTITUTIONS ARE Al-OWED FOR ITEMS SUPPLIED BY i la X005 I-10" AIDE CND CAMP - -'--- -- - - I NATIONAL ACCOUNTS- la CCOUNTS i _ •_ O O 28 COUNTER WITH v%+TC O O O 5: 006 4-O" WIDE D15mLA'I 5-ELP O O - O _ Ci29 D15"LAY CASE I'-b" x 6'-115"ad 6 OrJ' END GAP O 6RCOMIN6 TAB;.CS OOG 3-O' ='SPLAY 51 ELF O� 009 i O O O U� 8 31 5/I6" EYE HOOK . -- O -- PRO'/IDE B"OGK N6 AT •18" APf. - SEE 5-EE- A2.' - - -- - I - - - » L005E ITEM =ISPLAY'/ CABINET O - - - - - _ C) - — (21 DO 3'-`'" x IO-0" GAT PLATFORM O x IO-O" BIRD PLATFpRM O 36 55. T,55 O O O ALL .1WANGE ITEM OP 6100.00 -SEE 50EGIFIGA7'ON5 Z O O 5-5" x 26'-O" FISH P�ATFG`RM O O O _ -- - -' - < 4 13? 5/I6" EYE HOOK r� O O 'ROViDE 5LOGKIN6 AT -24" APf TO 5! ^a-O' PROM CORNER Q W M C'3 'ILS" X 4'-0" LO=SE ITCM--Cie O O O - - - U� - ��- -- -- - - - ---- 0C uj J 5 Oi4 GASH WRAP O O O • O PQU✓ CF ONE (1) GASH WRAP WITH HAND GA-' ACCESS I� Ln <i p5 F15H TANK (730 GALLON) WITH EASE O+ O O4 O O, O O O O O SEE 5.._gT P! POR STUB-UP LOG. / BASE BY 6.G. /' TANKS BY PETSMART < - C_D - - ZO b FRCCZER - - --- - - O O O O O MODEL 046-23071 B" KENMORE C� - < E a`ry O^ 4'-O" D15PLA" SANK O O O O O O O RACK / TANKS CY PETSMART 3 0151-1-AY RACKS C ,� �'LANT DISPLAY EASE BY 6C /' TANKS 5, PETSMART - ZLn - - I DIN NUTRITION GENT_R O O O O O - _ -_ _ O - - _ Ln L, 3 020 -10" WIDE CND GAP (W/ PCWER) O O O w0 B. O:: 4-O" WIDE DISPLAY S�CLP (W/ POWER) O O O UO -- UJI - p22 ILLUMINATED 516NA61! 023 VENDING MACHINES O O O O _ I 50 COuNTCR O O O FRO'/10E BLK6 AT •94AFP -SEE ELEVATIONS 06/0'7/OD 5-EMT oD I I I I - Q 024 tNFORMATION CENTER O O O - ■E_D /ERI"Y LENGTH 2 51 FILE GABINfNTS ART 5'O'tA6E/GART5 - O O • AMOUNT VAR'E5 - NO OUTSIDE STORA6E UJ ryI 152 CHEe'.K SELF O O S SEE ELEVATIONS 06/AB 026 6AMINATL` c^+D GAP O O O _ LL W _ CD _ - - CD - - z a p< 1 155 EXAM COUNTER O O O O O PROVIDE BLOCKING AT .as Alf - PEE EL1!'/A-1ON OVAD a OBC .TAINLE56 S-E!'_ GA6E5 O O O F„pOR DRAIN LOCATE= '8" ■ROM WINDOW WALL - SEE 5HEC' 1,2.1 � O �2 O3 FILE CABINET - - -- 99 O -- - — ,- a. 1 All no <Ce _ CD _ W - C _ ucc - 4 036 BIRD GA6E5 N 1 I(159 EXAM COUNTER O O O O O 01RO'/IDE 5L.OGKIN6 AT .34" All - SCC E_E'/A-1ON OVAD w Z'" 3037 5NE:_r' / LAMINATED O O O PRO VICE BLOCKIN6 AT -4-p" AND -T'-O" A'F F FOR SHELF STANDARD - C� - - >O 0.0 FOLCIN(S SNCL" _ O - O O PROVICE BLOCKIN6 AT A4" AF.P - - - - - oc - - - <°� - -' C W C� 3048 SHELF (LAMINATED) O O O PROVIDE SLOGKIN6 AT -4'-0" AND -7'-O" A.F.P. POR 5:0=1_1- STANDARD L 0 1 p4a ■15H TANK "IL.TER _ 165 EXAM COUNTER PROM== BLOCKINGS AT .34" AFF - SEE CLCVArON OI/AD U� _ • _O _ • 11 _ � O � O O • O i p wac I 050 AIR TANK r- O* O O• O O O O SEE DETAIL PIO6/P.I FOR &C 5uPPLIED ITEMS/ 'TANK BY PETSMART - O - - — m V O5 "1504 EOUIMMENT - CD - - fC ut - --- - - - - �'— ?2 I 05. 17 GUBIG ROOT RErRIEERATOR O O O O O MODCL 06 E. TAW2SP X� - ui W - - IITO COUNTER WITH SINK O O O O O F'lOvDC 5LK6 AT •94'.4-•I" AND A - SCC M.11,101'0S/Os SHCCT AD F- a 056 PIS SALES COUNTER O O O O O - w I TI REFRI6ERATOR O O O MC--E- *46-33501 5' KENMORE �O - -- -- 5F_ E2.1 rCR STUB 'JP L.CGATION �� AUTOCLAVE - O O O - - �' / - g p'HCRS LL 1� I T3 DISHWASHER O O O _ O O KENMORE MODE'_ 022.14028 U Ob� CESK O O O - � CJ z p _. _ w` 065 O'/ERSTOGK RAGKIN6 O O O AMOUNT VARIES - iY� _ _ _ -- I DO AIR COMPRESSOR O O O O QQ, I C'O SHELr (LAMINATED) O O O - PROVIDE BLCGKIN6 AT 4'-0" AND -7'-0" A.P.F FOR SNEL" STANDARD 1 DI I'i GU51G F007 RE"RIbEQA1OR - O 0 O O O MODEL OAC. TAW25P ■ ■ F w _ _ I 152 TUB I O O O O SEE SPECIFICATIONS _ W 1 18 D5 VA'"M O O O MODEL. CRAPTSMAN 11141 O"b RE"R 6ERATOR O O O O O MODEL S 46-3'3801 BY' <P.NMORE <� I 184 COUNTER O O O PROVIDE 5LK6 AT •34", •4'-6" AND •b'-9" A F P - SEE !!LCV 06/A.7 W,c I O^': COUNTER WITH SINK O O O O O PRO'ADE BLOCKING AT -34" A.".F, - SEE ELCVATION 05/AB =oe IDD GA.6E5 O O O - _ '51!E ✓C ELE' ATIONS 06/07 SHEET AT — ;Z0 Op,D� MRAVC _ O - O ! O O MOD=: 0 20-8x215 BY KENMORE - SEE CLE!AT'ON CS/AD m ' -- - -` y-_- • TTSDALE,ARI �1A� 2 J03 SANITARY NAPKIN DISPENSERS O O O SEE S-PECIF'GATIONS C/ - - OD4 TOILET PAPER DISPENSERS O O O -� SEE 50ECIFICATIONS Q'10 C15PLA'' PRO✓ICE S'LOGKiN6 AT .40" AND 5'-b" A.P FJSEE SPECS - 191 SUR6ER-e TABLE E, r r M ■4 ■ i ! OE5 "pLDIN6 GHAN51N6 TABLE O O O - �� O O O C_ ELC`/AT10N O,/AD - PRONTO= (I) RUBB_'t AID 500 CART �n - - -- -- Z} -- - - 9 0 ; uZ3� 086 S=AP DISPENSER O O O SEE SPEGIPIGATIONS U^ C� 1 087 PAPER TOWEL DISPENSER O O O SEE SPE:IFIGATIONS �� 3 •A.NC'CAP GRAB BAR -- O O O - - - -- rn - y a I OED PRO'✓ILC l3LOGKIN6 AT 3'-I" A"f - 5El. SPECS. TO'p CD 1 195 COUNTER WITH SINK O O O O O PRO'✓1DC 5LK6. AT .34", +4'-b" AND •6-B" APE Is - SCE ELCV 05/A'l LL, G 5 o E Coo TOILET PAPER DISPENSER O O O SEE SPECIPIGATIONS w Nb 7 GUBIG ROOT RE"R16ERATDR O O O O O MODEL 06C TAW125P -- [� �� 5 o.a :D G o u O'+5 SOAP DISPENSER O - O O SEE SPECIPIGATIONS Z,�I O IOQb PAPER TOWEL DISPENSER O O O SEE SPECIFICATIONS w ZL OaT HANDICAP C9RAB EAR O O O SEE SPECIFICATIONS - PRJ'✓IDE BLOCKING AT 3'-I" A.".". `a - � j — — - U C � s W0e - - _ _ O - p L p E r — _— Lu 3 03 SHELF (LAMINATED) O O O PRO/IDE BLCGKIN6 AT 4'-O" AND '1'-0" A.P.F. FOR 5HELF STANDARD --- _ I p4 COUNTER - — '-- O - O - O PRO✓1DC 15LCGKIN6 AT .34" A FIN. OC I 05 "ILE CABINET _ _• -- • - • - - -- - r --- - �� -- - - - - - E c O6 1 AX MACHIN= — O --- O O O O -- -- - --- - - - �..� .t t0°u p°C .p- COPIER O O O O • ■ ■ - - _ _ 9451 1� ) SAFE - - - - - _ __ O • O - - a-q" AN � - --.— - - -- -- - --. ----_�--- - -IDate: - Shen; tio: i A O PROVIDE BLOGKiNb AT 4-O" AND T-O' A.F.P. "OR SHELF STANDARD CJ 10 JUL 93 _ _ ^I 3 114 S�ELP (LAMINATED) -- �. - --- '— - - -- - — - - - 5 GOUNTF_R - O O O PROTIDE BLOCKING AT -3a", D b-5" APP CPF 3 - - Scale: LAN SEE P <� - - - - - - ---� —.-- O - -- ----- Drown: A �� - - — _ _ Checked: KDR '50f) SW DAPTMOUTH SIPEF''I WED JUN 09 15:14:39 1993, THOMAS H., 4:11-F&OWG ; OF 4R IF THIS DOCUMENT IS I'ESS � TtIIIIf IIIIIII III�III Ill�1 111 Jill III�W7 II1III10� � � � Ai'RIL 2�3 1994 LEGIBLE Tt1AN PHIS N0IPITIONI - _-_._�_._-�__ l-_ 6 - :- ___!L_-----�L�_------L--------_._L ------- -� N.36 �'1 ^'T' y i ( 1 TT IS DUE TO THE QUALITY OY _ _ __ _ THE ORIGINAL DOCUMENT. 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CONCRETE CURB - SEE DETAIL 05/A01 0 ~ 'r F -- - - - -- - -- -- - -- ---ro-----v- ---Q -v ---ro-----v---- .�'f 1' W GAS METER -- SEE PLUMBING DRAWINGS • r -� .ga O' • { 10.5' CONIC AT RAMP - SEE SPS/SP W qRt N Q1 35 36 ;O; - --- u • O - � _ 8B 11. CHAIN LINK FENCE TO 10'-0• A.F.F. AROUND OUTSIDE W - - • 3s -_y II 3_ �T STORAGE (POSTS Ol•!SIDE TYPICAL) W/ (2) 4'--O-FULL Q N 6SN HOGHT GATES, PAoLOCK, H.P. HASP, ('LUNGER. AND RE- I I a' � � , O ---__-' •-`--'- __ - - ---- c CFSSED RL"CEIVER; PROVIDE INTERIAEDIATE POST AT 5'-0' Z O W •i000 O 12 SERVICE TRANCE SECTION PANELS - SEE ELECTRICAL DRAVANn y\0Q ^0 5 @5A 6 13.DOCK LEVELER SEE SPECIFICATIONS T O .qb o2' SDI 41 bSN 14. A111MINUM STOREFRONT iT,_ m .) 15. ANGLE EMBED Al DOCK t-EVELER PROVIDED BY GEN. CON- reO TRACTOR - TO BE VERIFIED WITH SUPPLIER z ----- : ------- ---- rc u- ,, �� U Alt 3� 18. �NVATH AUTOMATICAL CONTRACTOR DOOR SOUPPLIER EXACT OPENING REO'D. 32 �' - - M 17.EDGE OF EPDXY T1tANS,'r1N-SEE FLOOR FINISH PLAN SHT. t o �a" Al ■ ■ ILI a0 -T- O 0 a� ma_ K •Q8 00 35 �a ttl CAST IN PLACE CONCRETE RETAINING WALL E 9a 35 ,ab 00 O D 42 RECEIVING rl h •pa 00' • • • • 19. 1-112.0 HAND RAIL ON WALL SEE DETAIL SP4/`:P Q2 tea" 109 t \ - V 9' 20 1-1/2 PIPE RAIL ON CONIC. RAMP - SEE DET SP5/SP I + ----., 21. (2) 4'-0' x 8'-0' x 5/8' PLYWOOD TELEPHONF MOU''T- 3� 100 00' 100 00' _________________ ._ ING BOARDS - PAINTED WHITE 7J 3i /rl �I 3 22.8'--U' CHAIN UNK ENCLOSURE 23.UNE OF CANOPY ABOVE ( 1 ' -- 24.START OF SLOPE IN SIDEWALK _q V` / / 25.UNE l SOFFIT ABOVE 36 26.CONCRETE RAMP - SEE DETAIL SP7/SP (COORDINATE W/ z CIVIL DOCUMENTS) O 27.PROVDIE EVEN TRANSITION TO A/C PAVING 28.4' CONCRETE SLA; WITH HARE MESH - SEE STRUCTURAL � DRAWINGS AND SOIL nZOORT 14 O 29.8' CONCRETE MASONRY LNITS - SEE STRUCTURAL DRAW- INGS FOR REINFORCING 30.12' CONCRETE MASONRY UNITS - SEE STRUCTURAL DRAW- INGS FOR RFJNFORCING / 31.LIMIT OF CONSTRUCTION - BACK OF CURB 32.5' CONCRETE SLAB WITH W.W.M 33.6' CONCRETE SLAB WITH W.W.M 34.4' CONCRETE SIDEWALK 35.8' THICKENED SLAB AT DOOR (TYPICAL) - EXTEND TURN DOWN 2'-0' EACH SIDE OF DOOR OPENING - SEE 17/AD3 / 36.ROOF ACCESS LADDER - SEE 01/AD3 37 10' CMU ID BEAM BEARING 38.END OF SIDEWALK < i 39.00WNSPOUT AND SPLASH BLOCK - SEE DETAIL 14/AD3 Q I I I I I I 37 / L 3 T 40.END OF SOFFIT 41. 6" HIGH CONIC. CURB WITH S-0' CHAIN LINK - SEE EL EVA TION 18 42.TACTAL WARNING AT RAMP Z r I t / �q J, o .�? B MAIN SALES AREA] .. 0-2 K� 01u A 10 "/zI A10 DATUM ELev ��- NOTE: SEE ENLARSED PLAN C ON SH!ET A21 I"OR C QI O� ! THIS AREA. EAS I / GENERAL NOTES : 18 0 -I � � / / A PRONGED WITH AN AUTOMATIC FIRE 1. BUILDING SHALL BE 4 --------- �' SPRINKLER SYSTEM THROUGHOUT INCLUDING BELOW AND w �� INSIDE FRONT CANOPY (IF APPUCABLE). GEN. CONTRACTOR T� SHALL SUBMIT TWO COMPLETE SETS OF SHOP OWLS. TO IGOV. TALJJITION!nSYSTEMBSHALLAPPROVED COMPI PRIOR IWITHT ALL TGOV. � � �8 / bA 3" \\ / REQUIREMENTS. SALES AREA SHALL COMPLY WITH NEPA MPLY ROW13. PALLET AREA RAO< STORAGE NCLASS RECEIVING I COMMODITIES NON-ENCAP- SULATED.NFPA 231C. REOUIREMENT TO i6'-6' HT. DOUBLE / 2. GENERAL CONTRACTOR WILL FURNISH AND INSTAU.A MIN- IMUM OF 15 EACH 5LB MULTIPURPOSE DRY CHEMICAL (2A/ �5 108C) RATED FIRE EXTINGUISHERS WITH MOUNTING BRAC- . KETS AND ACCESSORIES AT 4'-0' A.F.F. AS REQUIRED BY OFF 75N 0* FOR PLACEMENT.S. MAXIMUM TRAVEL DISTANCE 1 3. TWO COMPLETE SETS OF DETAILED SHOP DRAWINGS SHALL le- BE SUBMITTED TO GOVERNMENTAL AUTHORITIES ANC AP- \��`� `8 II / PROVED PRIOR TO THE START OF FABRICATION OR INSfALL- `�. ATION FOR AUTOMATIC FIRE SUPPRESSION SYSTEM. 4. MINIMUM FIRE FLOW RATES SHOULD BE VERIFIED AND SUB- MITTED TO GOVERNMENTAL AUTHORITIES FOR A PRELIMIN•- / PRIOR VIEWTO OF N E AUTOMATIC FIRE. SPRINKLER SYSTEM A10> 5. SFRINKLER HEADS AT DROPPED CLC. AND CANOPY AREAS `� rr ARE TO BE RECESSED THROUGHOUT. SEE SPECIFICATIONS. rir 6. GENERAL CONTRACTOR SHALL VERIFY GOVERNMENTAL RE- QUIREMENTS PRIOR TO BID AND ALL REQUIREMENTS FOR A ••�"�� '��"' •• •' rir COMPLETE FIRE SPRINKLER SYSTEM ARE TO BE INCLUDED IN BID. (HOSE STREAM ALLOWANCES OF 500 C.P.M. SHALL BE ADD D TO THE MAND � iii''► / WHERE LOCATED N�A RRETAI R SHOPPING CENTESYSTEM WATER R). x 7. IT IS THE GENERAL CONTRACTCR'S RESPONSIBILITY TO CO- K ORDINATE, LOCATE AND CONFIRM ALL FLOOR SINK, UNDER- `� 3123 GROUND / OVERHEAD PLUMBING AND ELECTRICAL STUBUPS. /1 • SCOTTSDALE,ARI;m • � I \` I S. ALL FINISHES AND FINISH MATERIALS, COLORS OR TEXT- '1/ a� B - _--- - -- ' - _ _ ARES SHALL A VERIFIED BY ARCH. PRIOR TO INSTALL- ATION _-,�; •�-'/ ATION, FA6�iii.AnON OR ORDERING. (ET) 9. THE ARCHITECT ASSUMES THE GENERAL CONTRACTOR HAS � INCLUDED IN HIS BID THE HIGHEST QUALITY ANO GREAT- -/ of 02 / EST QUANTITY FOR THE PURPOSE OF RESOLVING ANY CON- 02 �5 - - / PLIIED OR NE CONSTRUCTION DOCUMENTS WHICH ARE IM- ■ ■ 10. � ASSUMED ACTUAL FININSH FLOOR ELISH FLOOR EEVATIONN•VERIFY WITH CIVIL 9 O V --- - - 21'-11" o= ---- / 11. SEE ROOM FINISH SCHEDULE FOR ALL ROOM FINISHES, GIP. �« BOARD. TYPE AND LOCATION OF BATT INSULATION. o a 12. TYPICALLY, UNLESS NOTED OINERWISE, PARTITION WALLS m o� Z C. NOTE' SHALL BE CONSTRUCIT J OF 5/2' GYPSUM BOARD, 801-H o e SIDES TO V ABOVE FINISH COLING, r1VER 3•-5/8' METAL e Q SEE ENLAIIL&M) PLAN STUOS AT 16' O.C.. (BRACE TO STRUCILIRE ABV. OR AT / ON SHEET A2 I FOR MASONRY WALL WHERE ADJACENT AT 48' G.^. - TYPICAL To° AREA. THROUGHOUT), SEE SPECIFICATIONS FOR GAUGE QE METAL a m / STUDS. < S�$ 4 13. SEE SNITS. A7, A8, A41, k A10 FOR ALL iNTERIOP, ELEVA- TIONS. / 14. GENERAL CONTRACTOR TO CAULK AND SEAL ALL EXPAN- o tl.a / SION JOINTS AT ALL EXTERIOR/INTERIOR CONCRETE - SEE U -^ n MASONRY SPECIFICATIONS. W v c / 15. AlL ITEMS SUCH AS LIGHT SWITCHES, FIRE EXTINGUISH- ov NOTE: C>FF ENLARbED PLAN / / ER. FIRE ALARM PUNS AND OTHER ITEMS TO BE LOCATED O 3 7 i AS CLOSE AS POSSIBLE TO THE ADJACENT DOOR FRAME 4-- ON SHEET A�I FOR / �q IN ORDER TO ALLOW FOR ADDITIONAL ROAM FOR PALLET '�• THIS AREA. / / / RACKING AND GONDOLAS IN THE STORE (WITHIN 2- TO 4'- n COORDINATE WITH FIRE MARSHALL PRIOR TO INSTALLATION O Z V s WHERE APPLICABLE). ALL FLOOR CLEAN-OUTS MUST BE LOCATED __• LOCATED WITHIN x' OF AL: 4/CKING OR GONDOLAS AND V / ,yLL,,`i� - _-- NOT UNDERNEATH, COORDINATE WITH SHEET F-1. W o$; -- q - - - � fi --- - =- - - t6 0 CONNECTION OF SUSPENDED SOFFIT TO FLOOR SUPPORTED ^ • -h GI ^ A PARTITION WALLS TO INCLUDE GYPSUM FLOOR SU JOINTS • ^ 'f:1 r pl �y -� q ' a p (� O 30 p 14 �q ID l j4 CI O5 t AND VERTICAL SLOTTED ATTACHMENT AT INTiRSECTION TO °S o L aP u �' • ` u U 0 u 35 �" �J 35 Apl yP CONTROL. CRACKING IN SOFFIT. o u 1/1':' -^ fi-- - :e -4" II_4" 10 •,j' -- 3� b E ^ A✓� 0 u - �'-O /�' (3 O" -_ _:: 1; ALL INTERIOR PARTITION DIMENSIONS ARE '0 FACE OF STUD 'a U u k j5Y'I c UNLESS N)TE[ OTHERWISE. ° pv 18. ALL EXPOSED UNFINISHED MKTA. AND WOAD SHALL 9E / �3 PAINTED AS PER SPECIFICATION, PAINT -TO MATCH ADJA- ■ - - - _ ___ ___ __ _ _ ---- ---- ---------- -- , --- - AIN FLOOR PLAN CENT COLOR. - - -- -- . _ �; (� ' P3 >3) te Job No= I'-O' 19. GENERAL CONIRACTOR TO PROV. 4' VINYL BASE AT FISH ALE. 9 FEEDER TANKS, FISH DISPLAY YANK, 4 TIER FISH DISPLAY, LJJ 3451 GROOMER COUNTERS, BREAK ROOM COUNTER, AND ALL --- ------------------ A- _ - _ _--- - _ --- -- - - - -- - - HEALTH SERVICES COUNTER'S. �4`-�I 4�1 p! A A a4 20.GEN. CONTRACTOR SHALL VERIFY GO`rERNMENiAL REQUIRE- - sheet tJo. _ __ 10-0" -_. MENTS PRIOR TO 810 AND INCLUDE IN BID ALL COSTS ASS- Date: 10 )UL 93 -- -•r $p Al2 A10 OCIATED WITH FIRE ALARM SYSTEM INCLUDING AUDIO/VIS- --- - UAL DEVICES AND PULL STATIONS WHERE REQUIRED. CON- Scale: SEE PLAN - --"---- --- -`-- -- - TACT SONI`ROL/METROL REPRESENTATIVE: SEE NATIONAL e 2 36'-10 1/7" �,-_- --_^---__- - - ACCOUNT USnFiG. Drawn: ACP 156'-O" OVERALL B'JIL.MN6 Checked: KDR aW I)AR-11 0ll"rl-I FTRI=-FT 1.0 2.0 3.0 4.0 5.0 -- THU JUN 17 08:28:58 1993, STEVEN J. KEYSER, 451-A2.DWG �.. IF TNIS DOCUMENT TS LESS r, f(I IIIIIII III III III III �I I III III III 111(1 Tr If 1(I III III I III; III fI1 1 Iltlll III I I III III III III III III III ! I Illjtll 111 I I III III IIIIIII III III VIII I ' f f LEG IEILE THAN THIS NOTATION I I I I I I � I IjI I I �s I I I I I gL I__I�-I �bl I v 1 1�� APRIL �t� 199 FFF 1 IT IS DUE TO THE QUALITY OF "°�6 =fir" THE ORIGINAL DOCUMENT. - � � iT Z, 11 ( I�IIIIII III{1HIIIIIIIiIHI{III IHII1111111111{II IIIIIIIII IINIIIII Illllllllllllllllllllllllllllllllllllg�llllllll! Illllllll IIIIIIIQillllllll�lllllll-I Ilfllllll Illl�llllllllllllllllllll` 1111Illlllllll111�11111W llll�'1119 ; Illlllllll lll�llll IIII14III 11V11 1 K E Y E D N O T E S 1 3 D.C., EXTEND TO BLO(AING kx) METAL LAYER 5/8"16- M.R.M PROVIDE GYPSUM BOARD WITH 1/2- W SCRATCH COAT AND THIN SET TILE L- NI f d 2. SL METAL STUUS AT 16' O.C. - EXTEND TO PECK WITH I 1 ------ --- SAIF TRACK - SEE DETAIL IS/A01 - PROVIDE 5/8" M.R �J GYPSUM BOARD BOTH SIDES (1 LAYER FULL HEIGHT ANG I LJ j Q LAYER 6' A.F.C.) WITH INTERI R OF 80014 114 TO RECEIVE 1/2" SCRATCH OAT AND THIN SET TILE �_ N / / -� COAT - WITH BULLNOSE CAP r 3. 4'-0' HIGH CERAMIC TILE WAINSCOT OVER 1/2" SCRATCH O I 1 O tJqtt 4. 3 518' METAL STUDS AT 16' O.C. - FULL HEIGHT WITH U N 14 1 1 SCHEDULED AV""-- - --- --- 5/8 GYPSUM BOARD ON ONE SIDE ONLY, W R. 1VHIERE ----------, b ' 5. 5/8' GYPSUM BD. GVER 1-5/8- THERMG-STUD SYSTEMS r... -------- ) / �/� 1- I6" O.C. OVER C.M.U. TO 6" ABOVE Fl sl H CEIUNG WATI1 Q O O2 ELECTRICAL 6' 1-1/2" RIGID INSULATION - M.R. WHERE S:HcUULED 5 V 4 6, 3-5/8' METAL STUDS AT 16' O.C. 5 8' GYPSUM BOARD W u oD3 qg - EXTEND STUDS TO UNDERSIDE OF BECK, PROVIDE (1) .�- --�=. NOT A•MATCH LINE�- SEE PLAN 204 FOR CONTINUATION �!"••NOS T A MATC�INE SEE PLAN 2U3�• CO�NT�INL•IATiO�! ABOVEFINISH CEILING APRON E SLIPRD FULL HT AND TRACK (I LAYER R YOOFF e" Ce Q �„1 P .- ) DECK) - SEE DETAIL 15/ADI AND SECTION A/All -- AT a N �� SIMILAR CONDITION PROVIDE GYP. BOARD ONT SIDE ONLY c 0@7 7. 6' METAL STUDS AT 16. O.C. 5/8" GYPSUM BOARD - TO Q 6' ABOVE FINISH CEIUNG - M.R. WHERE SCHEDULED Z Ol 6 bB 8 -IOb MAINT. EXTEND STUDS TO UNDERSIDE Or rCK• PROVIDE 1) 8. 6' METAL STUDS AT 16' O.C. 5 4" GYPSUM BOARD - Q _ 'II 50 'I �} �5 55 LAYER GYPSUM BOARD FULL HEIGHT AND �1) LAYER i- _ t_0, /' 0 ADI j -� \ J 0 tJ ABO4)E) FINISH CEILING PROVIDE SUP TRA y( AT ROOF d3i `\ A +I \\� T+ 05 --- DECK) LE DEE DETAIL 15/AD1 - M.R. GYP BOARD WHERE A10 i WCMENS �� A7 o b ADOP�TI�_ 1 'S A8 Y p �O I 1 � r AD2 A7 -55 1- 9. 4' METAL STUDS AT 16' O.C. WITH 5/8' GYP BOARD AND Z I I I 1 I 1 55 1 35 5 ? O 1 1 ___� Sim low 1-1/2" INSULATION WALL 0 _ t•'---'--------1 10. END OF MAIN SOFFIT AT 78'-2" FROM GRID 'A' N 5 m c'6 68 � r- I I � :� 36 3T 3 in Sim -.-- 4 .3 b" I (,'_1 45 1 11. 3 56/8' METAL STUDS AI 116' O.C. MiH5/CB"EGYP D' BD. ................................................................ . J S 41 40 32 r 55 1 TO ' ABOVE FINISH CEILING (MR WHERESCHEDULED) 'y �� 0 6 S m GRO__OMING 'v �--__--___--_� 12. 3 s 8' METAL STUDS AT 16' O.C. MATHS 8' GYPSUM BD. O ; 33 `O , 0 `u: EACH SIDE - TO UNDERSIDE OF FIN. CEIUNG- SEE OB/ADL ^I 19 (, 2g " I1W • Q9 1 i (MR WHERE SCHEDULED) I �,f'�'-�" 1 I p +e b Zb 55 � � 2 , � 13. 6' METAL STUDS AT 16' O.C. WITH 5/8' GYPSUM BOARD •"' b' Iq I 55 I '"""' 1 EACH SIDE - TO UNDERSIDE OF FIN. CEIUNG- SEE 08/ADI r `------^-' SURGERY STORAGE 14. 8'-0' RICH CHAIN LINK ENCLOSURE WITH 3'-0' GATE 35 -' 10,_4„ Ilr•7.. r � i--- I n 35 8 --- r_ -_� 1 15. (2) 3 5/8' x 1 5/8' 16 GA. METAL STUDS �� 55 I 7 16. 12' MASONRY UNITS - SEE ELEVATION FOR FINISH 0 - 2 tr �___.-__• G I I 5 tr II 31 i ,1 6 36 37 3 jp ,• ; A � 74 L5 1 O 1 i 17. 8' CONCRETE MASONRY UNITS - SEE ELEVATION FOR FlM- i 1 b 55 ISH KE N751 7 02 -7�1 i _ 55 rY M' ' 18. LINE OF SOFFIT ABOVE 1 Q A7 i 43 I 55 1 g•• r 4 19. LINE OF LOW SOFFIT Ce 1 1 BATHING - O ! O 5 AREA "' 2 22 ' - 20.ALUMINUM STOREFRONT - SEE INTERIOR ELEVATIONS y �•�� '2 ' A7 O O k' SHEET A9 AND 410 ? 21 HOOKS 2' LONG TO BE INSTALLED BY G.C. 0 N --_--- � _ �I � 55 � •im I l ---- -•-----------__ -__ _ ��I Oq ; _ O„ I� I I WMEREEINDICATEi AT 18' A.F.F. U.N.O. - SEE PLAN W '-- -� - .- r- 0 L .1 55 / _' �. �- i 55 I 22.CORNER GUARD FROM 70P Of BASE TO +42" A.F.F. 0C23- II 6 C� a4 1 b •lb -� b `O 56 55 50 iq BATHING 06 i I ILLUMINATED SIGNAGE BY PETSMART ;/ , r-------, l/ RE A7 1 5 I -b"\� 1 I AREA r-----+ f-----i 24.1/4" THICK 1-WAY WINDOW, SEE DETAIL 15/A02 • STORAGE 5q 1 s7 I 3 - r....................,....„,.......... iii I I I 1 I I I 130 L-------J ,I = Srn 31��i IS r A i I �C I i 25.NOT USED c I <.- b [JANITOR 6 �B f + I y 55 Oti 1 26.FLOORDRAINOR FLOOR SINK - HOLD FLOOR DRAINS 1 2' -, ,' 1 55 1 1 55 1 5 , - •e-b" J I A7 t o I I I n BELOW SLAB AND SLOPE FLOOR 2'-0' DIAMETER CENTERED /• � IZq ��, �� _ I m ��u Iq �� rl -��~'� I I 1 I ON DRAIN - SEE PLUMBING DRhW1NGS (NO SLOPE AT ,....,..r � t � i ai 55 I 1 O7 I � FLOORSINKS) I r I 5 55 • ................_ .. -- •�'-b" L` i-----1 A7 h-----1 0 1 1 1 full b II ill 67 Sim I» 1 - I I I I 27.MASTIC 5/8" GYP BOARD DIRECTLY TO 12' CMU - 68 I 1 1 I 1 1 28.UnU7Y WINDOW �I ADI i 1 I 55 I I 55 1 29.36'wx30'H HANDICAPPED KNEE SPACE NTH 34' HIGH SMOKERS ^5 „ I % 55 i I I 1 COUNTERTOP ENTIRE LOWER RIGHT QUADRANT . r 2t fRAINING 4 v, Iq 0 55 55 I{i \'�� 30.STAINLESS STEEL 1-1/2" DIAMETER GRAB BAR AT 2'-9' �Z I elm �-----+ A.F.F. INSTALL HORIZONTAL BLOCKING WALL AT 2'-9" A.F.F. 611.11 AC -• fr O '---- f ,' .. ,. - FOR SOLID MOUNTING (TYPICAL) b I I O � t o wall eI � 31. TOWEL DISPENSER !] �5 n 30 51 p 01 �� b 4 .5 32.MIRROR 05 21 E c ..•�....... ......................................._... 1 , 33.SANITARY NAPKIN DISPOSAL (2) I S'm STORAGE 34.BABY CHANGER MOUNTED FOR SERVICE USE AT 2'-9' �a A.F.F. - SEE SPECS. O - �/ _ ^a ! in l71 0 68 71 50 'fl <� CO LOUNGE - \ O ri O 35.PREFABRICATED NG - SEE SPECIFICATIONS VERIFY FOR Z1<1<_ m rO 5""115 � ,,•;_ - I i � --- -----------� 36.TOILET PAPER DISPENSERIT � M A8 EXAM $3 ry I 37.WATER CLOSET (H.C.) - SEE PLUMBING DRAWINGS _ a'-3" -2' _b'-8" L__j 45 t ra 1 38.WATER CLOSET - SEE PLUMBIN(: DRAWINGS -I ■■ ••-NOT A N;A TCH LINE - SEE PLAN 202 FOR ONTIN. U� 55 �'' 03 39.URINAL - SEE PLUMBING DRAWINGS S I I I 40.LAVATORY -• SEE PLUMBING DRAWINGS 4 � y A8 55 II I t ''2 0 02 v i I I O 41, SOAP DISPENSER -------- _-- ' HEALTH SERVICE FLOOR PLAN EXAM«z A8 °, MAIN .4�_�-L,' cI 42.5'.-D" TURNING RADIUS __ 0 A8 - 1 43.32' x 48' CLEAR ACCESS lull n n 203 5GALE. 1/4" ■ 1'-0' r �5 01 'T II 1 1 44.WATER HEATER - SEE PLUnIBNG DhAW1NGS height . J 22 48 a^ 5=j 45 A8 T 45.HAND SINK - SEE PLUMBIN; DRAWINGS 15 68 .■�-■■--■■ ■, .�-■■ ■. A10 - � � L I 46.SERVICE SINK - SEE PLUMBING DRAMANVo C 47.MOP SINK - SEE PLUMBING DRAWINGS O NOT A MATCH LINE - SEE PLAN 203 FOR CONTINUATION 48.MOP HOLDER CUPS (2) BY C.C. CLO 2 49.HIGH AND LOW DRINKING FOUNTAINS - MOUNT AT MAX. FIr I •••"••............ Ql 36' A.F.F. FOR ACCESSIBLE UNIT AND AT 42' A.F.F. FOR O SALES A9 23 22._ FOR STANDARD UNIT - PROVIDE 2 x 8 OLCCKING AS RE- Oa 55RL OUIRED 204 EMPLOYEE AREA FLOOR PLAN b 45 ® "ALA 50 TRENCH RENC SEE SPECSOLYDRAIN - HOLD 3' FROM WALL FIN- SCALL: va" . I'-o" 07 08 3 55 5 tr A8 51, ALUMINA M STOREFRONT � cq c5 ^� AB OFFICE 0, 52.LEVOLOR HORIZONTAL MINIBUNDS (VINYL RECESSED COLOR OG P -SQUIRREL GREY-) BY G.C. w'_t,. g,_i0•, t'_5.. ISO -- i A8 53.12'0 PVC DUCT BELOW SLAB - PROVIDE 4'-0'R. 90' SWEEPS ON EACH END - EXTEND BOTH ENDS TO 6" EXAM N1 A.F.F. 116 II IZ" 54.OXYGEN TANK - SEE DETAIL 106/P1.1 1 55.FIXTURES EQUIPMENT AND APPLIANCES TO BE VERIFIED WITH EQUIPMENT COORDINATION SCHEDULE SHEET F3 AND EQUIPMENT LAYOUT - tHEET F2 5 ero a+ I I _5 1 21 II 55 56.SLOPED FLOOR WITH CRC WN - CROWN IS TO BE 1/2' cart bumper n U L________J •Im ABOVE A KNISH FLOOR El. NATION - SLOPE ENDS At FACE 15 1 1 5p 24 11 5a 1 A9 8 54 y 57.HAIR TRAP - 5EE PLUMBING PLANS p `✓ D .� 5 IT 58.DOUBLE 2'x 0' CAR f BUMPER AT VkSnBULE - SEE DETAIL 06/ADI I r--1 59.CART BUMPER - SEE DETAIL U7/ADI Z ,, i I 1 1 I RECEPTION w _0 1 1 I q� 60.GENERAL CONTRACTOR TO VERIFY EXACT OPENING REQ- UIRED WITH AUTOMATIC OGOR SUPPUER ................... -' �_/ v _ _ - I 61. TUBE STEEL SUP°ORT COLUMN AT WINDOW WALL 04/AD2 2 I rCOPY RM. 1 1 I „��' �' NOTE: Eu•- 10 in 55 OFFICE ' S L VAULT v �__ 1 o8A �v �r 1 52.ROOF ACCESS LADDER - SEE DETAIL 01/A03 yYL f I^XTGM- THLEli STUD SYSTEM FULL 04 1 J r I '� 1 1 I ADS 83.ELECTR.CAL EQUIPMENT "� f ME16H P ALONG F151. TANK5 AT EX- Q 53 Q � r �4 Il0 IQ 6J r �• I II 8 55 I 1 1 , 1. TERIOR AALL5 (T'WIGAL) 1 I 1 I OTA .T iSkED I OI 64.iELEFHONE MOUNTING BOARDS LL o r, _____ ___ _o_ _______ o o ; , _5 , 3123 5 , 4 5 5 5 55 55 5 6 i i 5� al ~D� 5� 51 5 65.'KIND%" BOX - 3200 P m ' -- 66.CONCRETE CURB - SEE DETAIL 05 ADI P.RIZONA b - Z'-a" ----A-__-_T- Z LI / _ - _ - - �� 67.UNE OF EPDXY TRANSITION .j• �y I \J 68.VINYL WALL COVERING (AT SIMILAR CONDITION WALL COV- �Aw �• dJ r ERING FROM 4'-0' A.F.F. TO FINISH CEILING d A-2" b bq t`0> 66 'i 59.RECESSED BUZZER - SEE ELECTRICAL 1 70.NOT USED 'I -a- lC'-t" 71. PROVIDE 5/16" EYEHOOKS AT 24" A.F.F. (TYPICAL. OF 4) e 72.EXTEND 5/8' GYP BOARD 1'-0' c• 1 I c5« 5 I 28 I 4,0 5'� 73.5/8' CD PLYWOOD AND METAL STUDS - SALES SIDE - «a 0 E lull t h H PAINT o a Insight + OFFICE GROOMER FLOOR PLAN 02 74.MAIN SALES SOFFIT RETURN TO AWGN WITH WALL ` "o 3 , a 202 ��_ SGA'_E �/a" ■ I'-O" 75.10' CONCRETE MASONRY UNITS - SEE ELEVATIONS FOR "o � FINISH U ° r 1 �FISI i DEPT. �/ " 8 r 106 0 0 1 55 \ CL ro 6„ Ca 55 " 73 a4 b., r ID✓ n � 0 C. ( \ r E above above _ Apl O' 03 2B eavol actual equ�al e0ual edual eclug c r ' '; c; ;' , � 4 be ow rim. 1 I ADI •-�--• e /i' ! e ' 1 3 b ca ADS E a �f L 161 I 11 I ,a0 1 - 5 � 1 15 1 1 ajr ✓ AD2 AD2 low o - - - ---' - - - above - �� - - - , Ol � , 53 55 +: 55 55 1 I _•� _ ,, - - _I Z O � � n"I " I -- _ J ---------------------------------------------------" �B Db 56 05 _ Q a.9 3 a �5 " EOFRY - 5 obove ADI ADI below AC2 31 W 0 n-•i FISH SERVIt_E E UIP ( G'A I n 55 46 -6 6 , U U a ^ m �UIPMENT � 26 log r., �� I 1 -� v � HOLDING �5 O� VEST�Bl1LE 58 Q � F- U ° 9'v EEI (cc o: * � 46 55) 4A 55 lull Oq 0 ■ • e ght 0 VIEWING L C�� $ u ^6 O '" Pull ce a 01 I aD2, -1 v8 gg G q d • he oht 5 r--- -- -- 1 93451 5 5 �-� AD2 60 6 O ACa Job No O 5 �) - �. U --- -- --- --- - �I / - --- / --- // i ii, u1 �.� _�- Sheet Nc -��-_ -- m 10 JUL 93 •--------------- -----------------••------ ------ Date: 05 �C6) ? GS 6q ectuai_ eouaa �auc+-_, �q+al SEE PLAN Scale: �.� bb -- - - ---- :'-O I/2" -t' s O" 5^' Drawn: ACP ��N ADI 2.� �. _ ___ _ � A2 1 201 FISH DEPT. VESTIBULE FLOOR PLAN , m,o. mp -SGAL.Et 1/4" 1-0" 3.0 Checked: KDR _ SW DAPI MOUTH STREET 10 OF 48 • THU JUN 17 07:36:21 1993, DARON D. DENTON• 4'31-A2A.OWO „ .-.»." _,e, - - --- -- - ;,.•_., ,_. Y 1F' THIS DOCUMENT IS LESS "IIt III III III III I,I LII �I I III III .II III 1jTTfTr 1T7IIIf1T Illll 1 III 111�TIt 11111 IIIIIII IIIIIII IIIIIII Iltlll VIII I IIIIIII'III�III III III IIIIIII III III VIII " 1 II 11 I I ` ` I APRIL 20 199'4 � 1 ",,..,._ ._. -.•»..•,..�...,...o�w,r.�r�+.•••."_:•»,�..,r.�,, _., .,. . � LEGIBLE THAN 'I'IIIS NOTATION, � � I 1 I I 11� I 13 �4 � E I I I __- `_1-- 1 _I _ IT IS DUE TO THE QUALITY OF --- -- _ - NO 3e �J'�s~ _ THE ORIGINAL DOCUMENT. -- -- -- - B Z 9Z T1141 ZZ Z 6 I Z I IZ Z 8F 91 ILi 9T t3IIIII, ,,,1,I,,,,,I►�,,,, NII .,II IIIiII,II L,IIIUI IIII�IIII IIII�IIILIII ;III IIIIIIlL Illi ILII IIII�U IUI�fIII llll�llll llll�lll!ll„��,►, lllllil 11111111 �Il�lUl U(lll,ll llLllllLUllU Il llllllll �„ �� IIIIINIII K E Y E D N O T E S - L1 I N SLOPt GUSTEN EXHAUST FAN - SEE MECHANICAL DRAWINGS `n m 2. SPLASH BLOCK - SEE DETAIL 14/AD3 N A B 3. ROOF WALT( PAD - SEE DETAIL NO. 05/A')3 1' 1 a +120'-10' Alo Al2 +120'-10■ 4. HEATING 08/AD3 ItOR�a,RB UNIT - SEE uECH. DRAWINGS - SEE DETAIL Lu Q Ir !.o. plywood 14 13 at grid 'F AD3 AD3 at F"plywood N 6. ROOF HATCH - SEE DETAILS 01/AU3 AND 02/AD3 F 0 O / la \ U Vii v _ - — -4 7. WOOD FRAMED CAP - SEE DETAIL Ot/Al2 o "� - �•---------------- ----- ---------- - �- 8. FUTURE ADJACENT BUILDING, (WHERE OCCURS) O r OF - ' ' 9. WATER HEATER FLUS - SEE MECHANICAL 1"•• 10. SEE EXTERIOR ELEVATION FOR PARAPET HEIGHTS LLJ 11. VENT - SEE PLUMBING `L 12. ROOF MEMBRANE - SEE SPECIFICATIONS cle i1 13. EDGE OF ROOF HATCH 0 N 14. COMBUSTION AIR VENTS Q a r IS ANIF:NNA MOUNT - SEE DETAILS 04/AD3 AND 03/AD3 � `� 16 4- FIBER CANT - TYPICAL Q X X Z Al2 +121'-6■ 3 t.o. plywood i 5 SLOPE GUTTER AD3 ■ a at grid E' 0., E ------ ---- --- ------ -----•---------------- - -- f4 05 AD3 13 I b Z II I o O Lu CL Q b 4 GENERAL NOT ES : o N 1. SEE MECHANICAL/PLUMBING DRAWINGS FOR ADDITIONAL u NOTES AND DETAILS it O I 2 VERIFY LOCATIONS OF ALL ROOF PENETRATIONS WITH DU 9 STRUCTURAL, PLUMBING, MECHANICAL AND ARCHITECTURAL DRAWINGS 3. ALL EQUIPMENT ON ROOF TO BE MOUNTED ON CURBS I I I I I I ------ - -_— _,�r ---- -- - I 4. All CANTS TO BE 4' HIGH FIBER -INSTALL AS PER ROOF I MANUFACTURER REQUIREMENTS I I 5. ALL VENT LOCATIONS SHOULD BE VERIFIED WITH PLUMBING /-� AND MECHANICAL DRAWINGS �-�� - - _•_• - - 6. EXHAUST FANS AND VENTS E BE LOCATED A MINIMUMIT OF LTJ l��J/}---- 10'-0' FROM A.C. INTAKE. VERIFY ALL LOCATIONS WITH PLUMBING AND MECHAN,CAL DRAWINGS 1 1 I I 1 I I C- +122 -4- ! 7. ALL MECHANICAL UNIT LOCATIONS DIMENSIONED TO CENTER V t.0. plywood -- --___-- --`-- - ----.--.- ---- ------ I ` LINE OF OPENING a at grid D' ---- "4"" 9 8. MECHANICAL SUB-CONTRACTOR TO COORDINATE INSTALL- Ob O AT10N AND ACCEPTANCE OF PRE-FABRICATED CURBS AND _ PENETRATIONS W/ ROOF MEMBRANE SUB--CONTRACTOR. ' 0; AD3 G.C. TO PRC'.ADE ALL NECESSARY BLOCKING. NAIUHG. ETC. CypiGal AS NECESSARY FOR A WATERTIGHT &WATERPROOF BLDG. 1p; F<- Rq<j 9. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VER•- J f IFY,COORDINATE AND/OR INSTALL ALL ADJACENT AND/OR RELATED FLASHING,BLOCKING,NAILERS,INSULATION STOPS, • R -- CRICKETS. ETC. NECESSARY FOR THE COMPLETE REE IRED FOR • O" ATION OF THE ROOF MEMBRANE WHICH ARE REQUIRED FOR 3 A COMPLETE,WARRANTED, WATERTIGHT, WATERPROOF IN- STALLATION. 14, O„ 10. ALL ROOF SLOPES ARE TO HAVE A MIN.1/4- FALL WHERE CRICKET VAL.LE OCCUR. CRICKETS ARE TO BE PROVIDED WITH SUFFICIENT DEPTH AND SLOPE TO ACCOMODATE A .. A MINIMUM 1/4- PER FOOT FALL AT THE VALLEY NOTE: A11 SLOPE DOWN REFER TO STRUCTURAL PRAMIN& PLAN ltyplcol} SH1!CT 5� PRIOR TO INST4LLATION OP ALL A.G. UNITS. c Ato ao +123'-20 t.o. plywood O I I at grid C- I •1 I I j - I \ AD3 AD3 I I I Ob 1 APB 4 I typical 1 I I 1 0 D y�, RU " .REED I l 3123 I �. i _._. _ — -- - -. ----. —. _. - -- x �_. _�— • C�OMDALE,P(tlLl�lA.�■ �+l4'-1■ t.a. plywood I �f' of grid B- I I I 61 9 O I � II ova I � 12 y nub °- o 7 ° 1 m and ° r c II I a z °n (Flo 1 .O ° g- Q � a � o� I (I 4O 14 ry I ti ° a I (.rL., o n ,In E • • - o 1 n ' ________---------------------------------- ---------- ......... _._. , AD3 AD3 IOE3 .c_ ■c 12 AD3 E " v°ao O A —�I —_ -- _- — -- _ — S O O AD3 +17.4'-11" +125'-1° ^'I'-o~ LA r • t.o. plywood at Co. plywood at o1 at grid A' at canopy 0 1 A A ,�I� No: 1.0 .0 00 3,0 Al2 A10 D-o 5.0 93451 Date: 17 )UN 93 Sheet No. ROOF PLAN 3OO - scA va° = r Scale: SEE PLAN Drawn: ACP A 3 Checked: KDR 9W DARrm"1U1 H S.MFE I 1 1 OF I R - ■ • ■ MON AUG 09 15:03:54 1993, THOMAS H., 451-A3.UWG IF THIS DOCUMENT IS LESS Trf IIf III IUT- IIIIT11 II !IIIII I III III III III III III III I Illili! I ! III IIILEGIBLE TITAN 'PHISNOTATION, 1 I 1 I4 .jl I fj I R I �Q APRIL 20 IO�q � ____ 1___ _ -__ -� -- N,IT IS DUE. TO THE UALITY Ok ®•- t•• THE ORIGTNAL DOCUMENT'. - -- — - I szji, >dF71111 a to 1-11T I1I1111 11111{III II 1111�iwu 'rrT ST at9 II 111111i II111111IN IHlill11 !!, !! I IN1111NI�IIII 111{111 INIIINI.IN111111 IlN11111 III111111 I111W Ill' lll1lllll Ill 1 illi Illllllllllll llll IIiI�IIIIINII t K E Y E D N 0 T E S 1.0 2.0) 3.0 4.0 1 6%8' CONCRETE CURB -- SEE DETAIL 05/ADI 56 z!,b O.1/2" 2 8'x8'x16* SPLITFACE C.M.U. - PAINTED 1-1/2'Dx4*W REVEAL LJ J < 4. STUCCO CONTROL JOINT LL 5 S' HALF ROUND ACCENT A A 0 3. PAINTED STANDARD C.M.U. () 2 A10 7. SYNTHETIC STUCCO ON 2-1/2- FOAM ON 1,'2- PLY*000 u V) ce - OI 5 -4"A17 04 OI 8. PIPE BOLLARD - SEE DETAIL SP9/SP CO < 01A J. GAS METER (VERIFY LOCATION NTH CIVIL DOCUMENTS) w ef2l 12 10. V-O' PROJECTION 11, 6' AIR GAP `V to poropot LLI C/ 12. ADJACENT BUILDING < (D4 -0.4 K FENCE NTH DOUBLE (4'-0-) DATES, 0 C) E4_1a s:2 -cob- 86 13. 10'-0' CHAIN LIN ............. ......... -------------------------------- ----------- -- ------------------- ------------------------------------------------ Al2 --- --------------- ------------ - ---------------------------------------------------------------------------------------------------- PAD LOCK AND H.D. HASP WITH DOWNROO AND RECEIVER reveal GUTTER - PAINTED I ----- --- - -- - f_ �` y • ---• v �`` --= u - -- N uj u u u 7A 5, DOWNSPOUT - PAINTED 4 07A 4 10 L 6 FIXED TEMPERED GLASS IN ALUMINUM FRAME T GROOMER RD E�37j I7 'JGHTING FIXTURE SEE ELECTRICAL DRAWINGS 5 (rO�7 hand ld. DOCK LIEVELLIR z 7500k OPP u VETERINARIAN 19. DOCK BUMPERS 0 U u Q LA. (0 Ln 0 v) Ln ......................................... canop�7 20.DOCK SEALS ............................_.._._......_...._.......«. »_...................._._......_..._....._............... .............................................................................. ............................... O .................................. .................. ............... ..................................... . .............. .............................. ....... loo �-:-::...................................... ............................... ...... ...........................»._...__. .......... .......... _......-.......__....._».................................................I.........................:::........................... .................. ............................::.... ...................................... ............................................. ..................... ........................ ............................. .......................... ................................................................. ............................................... ...... ........................................... ............. ..................................... . . ........ ........... ................ .__._......._......««................. ................ .1.1-....................................................... 21. OVERHEAD DOORS HIGH LIFT ...................... ............. ........ ................ ........................................................ 4:........................00`�............ a op ring ............... ...... ......................... ................................. 16 22. 1-1/2- RAIL WITH CHAIN LINK + 42 A.F.F. : -102_6 ....................... ............ ...... ......................................................... ............. ............. ....... .............:.-. __._1._ 12 a 0%"M. <N REVEAL TO MAIN SOFFIT AT 1'-0' PROJECTION ....... ...... ................. ........... .......... ......... ............................ 16 ........... ................. ................«._...........-..__._......... ............... ......... ........................... ....... .......................... LJ 23.RETUF __'Z I Z ❑ .............. ............ ................... ..................... OIL ............................................ ........................... ............................. ......................... ... ......... .... ................ ........................ .............. F romp"W 24.ROOF LINE BEYOND .................__1..__..._.... - ..:13 \ ..................... ..... .............. ................. ............... ............................................ ........................................... ............... ................................................................. ............. +100 .10 1"', :77: ........... .............. .................-------------------- 25.SIGNAGE PACKAGE UNDER SEPARATE CONTRACT BY PETS- Pillion f loor MART (G.C. TO COORDINATE LOCATION OF ALL REOUIRED 711-- .............. ... ............. wwM_w___- ! ! ! , I -"*-*,*-"-*--",.,,�,�!!!r�-� I I I J--BOXES) EXACT SIZE AND CONFIGURATION BY .................................................................... I....."'.11 --- I-IL, POWER AND '7 2 ErJ2 '71" ...................- 16--ol -7 (�E SIGNAGE CONTRACTOR Np typ 28.AUTOMATIC ENTRANCE DOORS romp ba-0 27.ELEVRICAL SERVICE ENTRANCE SECTION CABINETS romp 28.METAi. CAP FLASHING - PAIN( TO MATCH ADJACENT WALL F R 0 N T E L E V A T 1 0 Nto 29.CONCRETE RAMP - SEE DETAIL SP5/SP` z 401 SCALE. 1/5" ■ 1'-0' 30. 1-1/2-0 RAILING - SEE SPa/SP 0 31. NOT USED > 3.0 2.0 32. 1-1/2-0 RAIL NTH 04AINLJNK +42" A.F.F. C 33,CONCRETE RETAINING WALL Al2 A 0 34.1* PICKETS AT 5' D.C. - ONLY WHERE RAMP HEIGHT Ln 7. EXCEEDS 24" A.F.G. 35.BUILDING ADDRESS - REVERSE PAN CHANNEL L) fr 38.ALIGN STUCCO CONTROL JOINTS AT FASCIA WITH STUCCO CONTROL JOINTS AT SOFFIT - TYPICAL C) 37.HANDRAIL ON WALL t.o. parapet 38.HOLLOW METAL DOOR t.o. 39.WATERPROOFING ON RIGHT ELEVATION-SEE DETAIL 16/AD3 40.PARAPET BEYOND t.o. p parapet 3 14 3 14 (41. 1/2- W.R. GYP. BD. ON 11/2-_PLYWOOi�S2 DETAIL 106'�/ `:7.............................. _AD3 .......................... LAJ to. plywood I.- 42.GRADE AT RAMP 43.GRADE AT DOOR 13 AC* u 5 15 10 G E N E R A L N 0 T E S 3 15 IS 9 193 1. G.C. TO VERIFY MOUNTING HEIGHT W1 ARCHITECT. PRIOR TO Fi� INSTALLAT10N Or ALL PERIMETER UGH'nNG. (15'-0' A.F.F. :21 3$ 55 TYPiCAl. U.N.O. clil hn 'r k�<< 2. ALL STUCCO TEXTURE IS TO BE LIGHT DASH FINISH. 3. PROVIDE HEAT TAPE IN ALL CUTTERS AND DOWNSPOUT :2:2 B0 ..-6-0 Pin grace 01m. &55 01 R E A R E L E V A T 1 0 N FINISH S CHEDULE: 402 1. A'.UMINUM STOREFRONT: DARK BRONZE FINISH 2. METAL CAP FLASHING C 3. H.M. DOORS / O.H. DOORS, DOWNSPOUTS, PIPE RAILS 0 COLOR TO MATCH ADJACENT WALL CO Cu C 4. P,,jNTED TO MATCH MAIN CANOPY COLOR B 5. NOT USED 6. PAINTED SM. C.M.U. A 0 7. PAINTED SPUTFACE C.M.U. 8. DRY SACK FOR SMOOTH FINISH CC 37-0.. 9 TRAFFIC PAINT YELLOW F-21 10. PAINTED STUCCO SEE COLOR SCHEME BELOW paropel; ....................... ................................................... parapet 0. parapet ------- ---------------------------------------------------------------L 25'-b" ? t •I it of revisai'-P ............................ ...............- ------------------------- --------------------------- 4 3 - ------------------------------- ------------------------------------- 09 and a ------------------------------------------ ---------------- --------------- f stute-C finial -- ----------- - u u I _SYMBOLS LIS T :264 O 2 Sim IIA'-O" M.C.J. . MASONRY CONTROL JOINT SEE DETAIL 13/GSN to. �Cx'eaccent pond S.C.J. - STUCCO CONTROL JOINT Ak' A -- ---a FINISH FLOOR - +100'-0" U.N.O. k"o. 0011d • FINISH GRADE +110'-9" REE 402 C4 3123 "Rev SC -,WAL�(AwONA -finion floor$ I"In-ish 1 4 of finish f'0014- 403 LEFT S _I, D E__ E L . E V A T 1 0 N at odjocent Iviog a V) -C: z B B C All E Al2 d' rx N 0 _O 1 E3 E21 < A 1:2 3 401 A sim > . . ...................................................... M,.0 Parapet r %P t.07pi t o porope lfw -1:25' 152 KEY PLAN A__N LLJ 15 ..............................................._--to. ............................. t 0+ Parc`P-t� D 0---------------------------------------- -- ----- -------------- ---- --------------------------------------------------------- ----------------------------------------- ---------- --------- �___ P'�_ood -oil ----------------------------------------------------- -if - -* T- 10' 0 3 " t a, P140400 ............ ce C' 0CGSh 04 E 15 3 C r---i ry U-1 A 11 S A • ............. _00* 0 opening PAINT SCHEME C) X n=�S_ 16 6 & DUNN EDWARDS NO.S: LLJ . ..................... A ((�55 N) ACI-9 --- SCHEME "AN .lo{ - I ------------------------------ ------------- --------------------------------------------------------------- ------------------------------------------------- --------- --------- --------- ................................. ........................................ ----------------------- -----------------------r------------ ------------------- ----------------------------------- -LIJob No: OA ...........................................-- romp 1 f -- Y �/ 9 3 4 5_ 1 Pin. floor OB ..................................................IBO F*LA71NU.kA finish r Sheet NO: -- ----- ---------- Pin grade ve-co 10 us 17 JUN 93 2� 37 Scale: RIGHT SIDE EL_ E V A TION 2 - fin. grade Leyorio-F (OD ................ ....................................... SEE PLAN 404 SCALE! 1/0" 1'-0" Drawn: ACP A 4 Checked: KDR 75,00 SW VAR+TMot)lI1 If i L. I I'.I '"IF 1111 --- - • L ■ Trill AUG 05 11:W54 1993, THOMAS H., 45I-A,4.OWG 111111111[i 1�i1j1j1j1j1jlj1jl 1111111 8 1111111 2 3 I * APRIL 1994 LEGIBLE AN '11firi NOTATION, 6 11 1 .'� "_ I ........... ..... i__C No 30 eltm- IF T1114 1)0(r.UMENI' IS LESS 11' IS WE 1'0 '171113 QUALITY OF 1z 9z tz THE ORI'-TNAL DOCUMENT. iz- 7- - - - - J, lei 1-111,111�,_11�,1-11 lIi 71111�;111 liliilliiiliiilTllllliiiiliiiiliiiiiii�I CE IL I 7�n,111011 t11,7111i,11111t,111111�11 0 -• _p"- AT0 I ts - u L�' 5�nA "T lig 1503 ... ............ L A 1QA < K E Y E D N O T E S N 1. EMERGENCY EXIT SIGNAGE - LOCATE. AND MOUNT PER FIRE N �!I) MARSHALL REQUIREMENTS SRESTS - COORDINATE WITH ELECTRIC- OD AL 0 ( 2. EMERGENCY LIGHT U 3. CHAIN HUNG FIXTURE W < 4. PENDANT MOUNTED N.I.D FIXTURE r �i 5. GRID STARTING POINT 0 in ( iO 6. DRAFT STOP - 5/8' GYP. 80ARD ON (1) SIDE OF 3-5/8' U N _4 0 METALSTUDS AT 24` J.C. FROM BOTTOM a Of GLL-LAM� N/ •____-8-C� 8-O __�__, 8-G_'��_-cy' BEAM TO FINISHED CEILING SEE DETAIL 16/ADI f.i C1 03- 7. RECESSED WALL WASHERS - SEE ELEC. OWLS. - VERIFY < O 1 8 EXACT LOCATION W111 SHEET A5.1 PRIOR 10 INSTALLATION .r} 8 2' x 4' WHITE SUSPENDED CEILING IIILE AND GRID - SEE Q v L;P 3 SPECS. LLJ NL\EL 9. 2' x 4' BLACK SUSPENDED CEILING TILE AND WHITE GRID W • 10 DOCK LIGHTS Q N O 11. EXTERIOR WALL PACK - COORDINATE WI1H ELECT. DWGS. I_' ,C/)� 12. TENANT SUPPLIED SIGNAGE U w 13. RECESSED UGHI" FIXTURE �--� 14 EXPOSED STRUCTURE. DUCTWORK, CONDUIT, PIPING, ETC. - _ PAINTED BRIGHT 1NtITE II !1 ! 15 DROPPED SOFFIT 9'-6' A.F.F. - PROVIDE CONTROL JOINTS \' AT A MAX_ SO' O.C. i Z OE 2 0 �_ '6. HOLD VENT 1 -0' FROM END OF CANOPY b-_ ---� r--------------T--------------1 r----------- r--------------T--------------T--------------T--------------T--------------T----- ---- -----T- ------ ��® 7. END OF MAIN SOFFIT I I I I I I I I I I 18. HOLD AS TIGHT AS POSSIBLE TO STRICTURE: ABOVE 19, DRAFT STOP IN SCFFIT - 40'-0" FROM ENDS - WITH I 1 � 5/8' GYP BD. ONE SIDE AND 3'-0" X S-0' ACCESS DOOR I • r---� 20. STUCCO FINISH ON PAPER BASKED METAL LATH ON 1/2' -- U i i EXTERIOR GRADE PLYWOOD - PAINTCONTROLNTRO - I I r---i 21. STUCCO CONTROL JOINT ((AT SIMILAR CONDITION ALIGN I STUCCO JOtI:TS .AT FRONT CANOPY FASCIA WITH SOFFIT I I I I JOINTS 1 I 22. LOCKING ACCESS HATCH - SEE SPEC. I I I 1 1 ----- 1 I I 1 r--� l r------ -� r--------� r--------1 r--------I r--------1 1 1 23. 3'-0• x 5/8' PLY1=000 CATWALK I I I 1 I 1 1 I I I 1 I I I 1 I I I I I I I I I I 1 1 I I I 24. 4" VENTED "FRY PCS-75-U-400 REVEAL - PAINT TO MATCH SOFFIT /n I I I 1 I I 1 1 I I I I I I 1 25. GYPSUM BOARD CONTROL JOINT (MAX. 50'-O' O.0) SEE Z 1 1 1 1 I I I 1 I I I I I I INTERIOR ELEVATIONS AND ENLARGED REFLECTED CEILING PLAN N I I I I I I I I I 1 1 I I 1 26. 'FRY- DMF-75-75, PAINT TO MATCH SOFFIT a I 1 1 1 1 I 1 1 I I I I I I I I 1 I 1 1 1 1 1 1 I 1 1 1 I I I I I I 1 I I 1 1 I I I I I 1 I I I 1 I I 1 I I I 1 I I I I I I I I {ice I I 1 I I I I I I I I I 1 I I 1 I I I I I 1 I I I I I I I I I I 1 I 1 I I 1 I I I I I I I I I I I I I I I 1 E 4 I I I I I i Gyp. .4 I I I 1 I 1 1 I I 1 I I I I I I 1 I { I 1 1 I !8 I I I I I I 19 I I I I I I I I I I I I I I I I 1 I I I I I I G E N E R A L til 0 1' Q O I 1. ALL LOW SAY 400 WATT H.I.D. FIXTURES ARE TO BE CEN- \J I I I I I 1 1 1 I I I 1 I I I I la1 Q I 1 1 I la I I I I 3 TIERED ON AISLES WHEREVER POSSIBLE AND LOCATED AS I I I I I I I 1 1 1 1 1 I CLOSE TO UNDERSIDE OF ROOF AS POSSIBLE. G.C. TO - I I I I I e I I 1 1 1 1 1 I I I ORDINATE WITH FIXTURE PLAN (SHEET F-1) FOR EXACT I I I I I I I I I I 1 1 1 I I PLACEMENT PRIOR TO INSTALLATION. I I I I 1 I I I I I I I I I I I I I I I 1 I I I I I 1 1 1 1 1 1 2. SEE SHEETS A2 AND A2.1 FOR WALL CONFIp1RAT10N . I I I I 1 I I I I I I 1 1 I y 3. NO FIXTURE. CONDUIT, DUCTWORK, PIPING, ETC. SHALL EX- � I I I I I 1 I I I I I I I I I I I I I I 1 I I I I I I I I I LEND BELOW 17'-0' THROUGH-OUT WAREHOUSE SALES 0 I I I I I I I I I I I I I I I I 1 I 1 I I I I 1 FLOOR AND RECEIVING AREA. KEEP ALL EQUIPMENT AN 1 1 I I 1 I 1 1 1 1 I I 1 I I I FIXTURES AS CLOSE 70 ROOF AS POSSIBLE.) I I 1 I 1 j 1 I I I I I I I I I 4. SUSPENDED SOFFIT TO WALL TRANSITIONS ARE TO RECEIVE I I I I I I I I I I I I I I 1 I CONTROL JOINTS I I I I I I I I I I I I I I I I 5. VINYL FACED CEILING TILES SHALL BE NON-PERFORATED. 1 I 1 I I I I I 1 I I I I I I = I I I I 1 I 1 I 1 1 1 1 I { 1 1 I I i 1 I I I 1 I I I 1 I Z N M NOTE, I I I I I I I I I I I 1 I I I I I I I I I I I I I 1 I I I I I 5E-R I/4 SGAL- L7W65. ■ ON 60CE7 A5.I POR I I I I 1 I I I I I I 1 I I I I I I I 1 I 1 1 1 1 I I I I I I THIS AREA. --- I I 1 I I I I I I I I 1 I I I I I I 1 I I I I I 1 I I I I I 1 I I i I I I I 1 I I I I I I I1 i 1 I 1 1 1 I I I 1 L--------J L_ i L--------J L-__ J L J L--------J I IP L A N S Y M B 0 L S ' W-b"I I y •I "`�"� • TYPICAL; T STRIP LIGHT FIXTURE 2( 1UBES FLUORESCENT ' / ? P2 2x4 FLUORESCENT LIGHT FIXTURE (NL/EL NIGHT Z5 t1 T) y LIG /EMERGENCY U ».Ile ::: . ... ........................ . ..... ....... . ...... . . . ...... r---� -I r---- r-- ( • HT CH ! 1 ..._J 1 I 1 I 1! I 1 1 I 1 1 I I I 1 • 400 WATT H.I.D. W PRISMATIC LENS i I i rJ `� IJ 1 I L7 r' Ll LI rl _ rl I L-1 I' / C • t••••••••i••• ! � 1 I � I i I I � ,. I I I I I I I I I ! • O O RECESSED CAN � I i L •• J I I I I I I I �w...... ...�.» _..�.«.« I L......... I I 1............{........... .... ............... ' .0 I..............I ...............1.............I..... ..................1. I t..............T..........._............1.............,.1. ,..... ® • MECHANICAL DIFFUSER I .I I ! i I 11 1 --J 1''• I I I I 1 // l NUEL • NIGHT LIGHT S I I I I I f I I I I I I 1 I I p• I I I I I ' !f j ' 1 1 1 1 1 '.I I 1 I 1 I ...b•""' •I t I I 1 ' // MECHANICAL RETURN AIR, EXHAUST, OR TRANS- ............•...' I I ® • FER DIFFUSER • ' I I I '1 .......... ........... .. .i.... i I'.., I 1 1 1 1 I I I.. .. !....................... C ~� V-...:.:......I...........................L...........•a..........................l.............L........ i 1 I 1 j , 1 I `. I I �'� I I • " CXHAUST FAN 1 1 1 1 1 I I I I I I I .................. r �5 ''•.'... ) :........ �......... .......»......I..... I 1 I i i I i i i i i 1 �/ f �� • RECESSED 1 x 8 OR 1 x 4 W/ LENS � � � � }` I 1 I I '',,i j 1 1 I I I I I I �1 I 1 I ,, ,/• 1.. 1 i i i i ' typ. a 7' �. �I I'' I I I I I I I ,� Q • EXTERIOR PERIMETER UGH r FIXTURE ....i111111i......... ... .....I........ J ........».....iIi i....... 1......T!,f........jiII:. L.. r v.. EMERGENCY LIGHTING ....... .............. ...... ......+ .....;........ i i I I (I! � , ® • SECURITY-FICSHOOERYDEINALENS LOW CCTV SUPPLIER �A1BRACKET H FOR r _1 ...{.. - �.........1.. ..... ' '........y........' ..... N /EL • NIGHT BACKUP) T (EMERGENCY LIGHT WITH BATTERY ! i LI rj l_ i i i i 1 .�........ ........'........ ........,................ ........................ ......... ................1..... I) I I la i I I I I I I j .. 0..;....1 i j i ,. L----J L----J 1 I I 1 I I 1 I.f...`....... .....0 • EXIT LIGHT ■ r Z-�-�-- 1 ! --�- -- -- - - ---- -- -- - I r ti r r r... .i........ '...........L...� '........{...»...�........1 ........................ .....»......... I L J I 1 I I I I._. I I 01 ZJ "•. -' \ / ........... ...... ................................................... ....................-.,::::............................... .. 1 , ..I �.!... _• ! - B �. �. ""............ ...... ............... �;,- = a t ........,....... ........i .. .. ........... �,��' ».. ...._.. ....... 1 �! 123 i�-- --�-- -- -- ---- -- - -- -- - - , - - L.. ` .. .. . w. • I _1 _ --� - _!� I LyP'. • OTTSDALE,AFi2 'JA • L - -- - -- 4-- -- -- - - - I 1 8 $C ........ .. ....�... . .. ».. . { , I J 1 1 I r i r --i r �'i r �- r - !� I SEE /a SGALE DYvc55. q r- e_ I H I -i 1 11 1 y-41 I --I •O! I ON SHEET A5.I POR �+ U I ( bloc c�ti a white file r �- r r r r I Uri V� �.... .. �... -. -. -I . - -rd {.. -.�...... �. I �. .. ' !�. .. ' _;.. THIS AREA. ....: .......... ... .... ...... .......i.... .. ... .. .. u1•• - I U111 / � 4- I .. .. .. .. .. .. .. 4..... .. ....�. .�.{............ ...... .+., ■ ............. .......... 1 ` J J J L-J J 10 1 I 5 I 5 i CL \ I • u / .._..... ........ ........ I l. ..»...... 1.......� I i... I �... t .............i...... ............ .»�.. i... ...� ...�..... J V p c ....»..... I SF:E 1/4 SGALt DVrGS. \ \ �■ a 6 ON SHEET A5.1 FOR 1 �.,� n n TM15 AREA. •'� a� (, 4 U z U Yuj r •Im. : ' I AIDS 16 , 25 �6 �3 ZI 2a i �5 �6 b 1 - � o u u �_- __--__'--_-----___._---�1__' --- ---- _ ----_-__---_- - ---------------------'_ --------- -------- - ___ -------------_-+ _-F--- ----------�_--- --------------- --------------- ------ � c �- Oi gyp I i E Sowell ecol eli 0 wall �1 { w I � �' J u o n e np3 w a5 AIZ 2 u a 6105.03.0 ^ u (-s i U 1 - Job No: REFLECTED_ CEILING PLAN 93451 SCALE. 1/0" I'-O" Data; Sheet No: 10 UL 93 Scala: SEE PLAN A Drawn: ^CP 5 Checked: KDR 00 SW DARTMOUTH STREET I" OF 4R WED JUN 16 10:37:45 1993, THOMAS H., 451-A5•DWG ,. 1 • '.�. IF THIS DOCUMENT ]-S LESS rt�I�IlrTlll�lll III�III III�11 ! !IMI! II!�I I iJi�trf(YJTTfj T�1�11T�IJt�I I I�I�I�I�I�Ii �I�I�I�I�I�I I III�III�III�III III�!II�III�! III ! II I I !�I I�I I�� ! I I I�I I�- II 1 4 LEGIBLE THAN '1'Ii75 NOTATION, I 1 I I � '� � 6 .-- ----- � 8 �1 �- �� APRIL 2f3 19� ,� . 1 _ IT IS DUE TO THE No 36 ®=�' QUALI'T'Y OF' THE ORIGINAL DOCUMENT. -- - - - _ Q is g L ivxux fi L Qi--LL 97. �11,1 6i. fi t, OrZI I RIT91111111 i1 �8►,►,►I►I„►,►,,,, I,,,� ►�,,,, I,,, ,►,, ,,,I�►,,, ,►►,�,,,► ,►„�►„►I,, ,,,I, ►!„ �,,,i ,ll,i►,,,,►,►I„ ►,�,I„�I►►I�„►, ,,,,►„►►II�4�,lll 1Wlllll llll ,lll�l�il l►►l lllluul Il l,�l lll,l►l�lll l,ll�flil IIII�NII� 5 KE YED NOTES : N I. EMERGENCY EMIT SIGNAGE 2. ROOF ACCESS LADDER ~ < 3. NOT USED W J p � \� 4. BOTTOM OF DROPPED SOFFIT HEIGHT AS N01ED O 5. GRID STARTING POINT I �.J 8. OPEN TO ROOF ( ) N d• b...:�.. \./ I 7 _',i 4' VI..YL FACED SUSPENOLD USIIJNG TILE AND GRID SEE • �. �l SPLCIFCATIONS AP NOT A MATCH LINE - SEE PLAN 503 FOR CONTIN. s 2x4 WHITE SUSPENDED CEILING TILL AND GRID - SEE � 1 SPECIFICATIONS OS ^ 0-� . •.moi•. C) V p k b/}�� 9 CU9ICAL CURTAIN TRACK u :2 NOT NOT A MATCH LINE - SEE PLAN 504 FOR CONTINUATION ,G. 5%e• GYP. BD. CEILING ON METAL STUUS A: +s` D.C. - LLu V) � 1 t-�••t�.trt. '�•��'••��r '��••��•• i i ` SEE DETAIL 10/AD1 -- 11. 5/8- ;,YPSUM BOARD CEILING ON METAL STUDS AT 1R• OQ --- - -- 0... - PAINTEE WHITE - E TAIL 20/AD1 p o� i - ........ ........» .... ............ c - ;1 �. ... 1............. `.. ........ ............ ........... 1 . BOTTOM OF DROPPED SOFFIT AT 9 6' A.F.F. Z TE SE DE DR ■ _____� --r 3. 2'-0• r 4'-D' BLACK SUSPENDED CEILING TILE AND WHITE p �..... t» GRID - SEE SPECIFICATIONS } FA 1»« T 1 I � F-- rLN I 1 _ Q Z �- 14 FOR MOUNTING ENT STRIP FIXTURE - SEE DETA,L 14/ADI / i I 4' 0` FLUORESCENT ; i 15 e e e CEILING TILE TRANSITION G { 0 , ST FAN FLEX CONNECTION ON CENTER OF j _ ! ® 16. CENTER EXHAUST_. ............! ............. _ - ADI I WINDOW WAIL 17. TRANSITION OF VINYL FACE TO STANDARD FACE TILE c l 18. GYPSUM BOARD C,NTROL X)INT ■ ■ / 19. END OF MAIN SOFFIT F 2-1 I - I e E �. `. - i I a i _ I .......... FZ2 ! .............. NL j VN ' ( GENER AL NOTES : 18 19 13 sa ° _ ` 1 LI / I EL ; 1. SEE SHEETS A7 AND A2.1 fOR WALL CONFIGURATIONS. Z ADI EL i Oq i, « » 2. VERIFY ALL I'EMS SHOWN WITH ELECTRICAL AND MECH. O �— :..._«.......... ..__ ....__ DRAWINGS - k r� u a 1� �� -b" I� ADI 1�"T "-'y 3. SUSPENDED CEILING TO HAVE CUP DOWN CEILING TILES IN 11. —-- _ U j O ��. VESTIBULE ANG DART STORAR' AREA. W of 4 SUSPENDED SOFFIT TO WALL TRA. .,TIONS ARE TO RECEIVE UYPSUM BOARD CONTROL JOIN15 ` B 5. VINYL. FACED CEUNG TILES SHALL BE NON-PERFORATED. 6 SEE DETAIL 1'IjA01 FOR COMPRESSION STRUT. ( ` ■ - T—Q / 14 ; 1.................... .✓ : ./ I J? m I I / t � , FLAN NOTE S I I 1`/ I ® ».. ,�`a �e� 1 , •a ! I i o «».«.....�..................1.,..,_.,. .�_� • FLu0RE5CENT SIR!? LIGHT FIXTURE (2 TUBES .................. : g 7 — T TYPICAL) Lu ............... 2x4 OR 2x2 FLJCRESCENT LIGHT FIXTURE (NL/ ~ I I I I I I EMERGENCY LIGHTS) 4 4 - ----�-- - --=-- _ • D i _b,• ? • EL AT EME 75 � O ADS I y j —-—"'- • 400 WATT H.W. / PRISMATIC LENS I i � 1 ........a.«............... .....................»............j.. t b / 15 W '} NL/EL O • RECESSED CAN — • MECHANICAL DIFFUSER ec�.� a, i ; i � . ( f • NICHT LIGHT • 1 18 x MECHANICAL RETURN AIR, EXHAUST, OR i TRANSFER DIFFUSER Q L i � I i � i ! 8 ••��.. ...•�•�...mot. ��t..• � ...._... ......�.... I EXHAUST FAN 1 iiI, NOT A MATCH LINE - SEE PLAN 502 FOR CONTIN. ` ' '/ ............'..................... I -Q f .................. ....................................a........................_.......»................... AN ....»....»......i...... . �....«...... / �� • RECESSED 1x B OR 1x 4 W/ LENS (( I / EL t _,. FAI 1' i I 1 i m ear •a. a • EXTERIOR PERIMETER UGHT FIXTURE NOT A MATCH LINE - SEE PLAN 503 FOR CONTINUATION GROOMER REFLECTED CEILING PLAN ! a� zs' - i • EMERGENCY LIGHTING 503 « ...« .. _ m SECURITY FISH EYE LENS W/ BRACKET FOR 0'0 ' ! �� • CAMERA - COORDINATE LOCATION WITH PETS- C EMPLOYEE AREA REFLECTED CEILING PLAN ~ -0 I { MART - BY CCN SUPPLIER o i SCALE; I/a" I'_O" ( 0 5 I i 8 • EXIT LIGHT i 504 - ............... ....._..«._._.. _ -- • SLOT TYPE DIFFUSER p • CEILING HEATER so, ea, • 4' FLEX EXHAUST � ....................................... - ......... .......... .......««.««...«........... i �.... i.. �... ............................ ........... ............ ............ ........... i19 I 1 ..r..., i.... �............... }..................a.. 1 I I Iy .............._.......««...«.....«........................««.«............................. .......«.. «........ ............ ........«. ......... ..... .....«.... ......... 4 i I ! ADS i � ea•-f ! �; i i ,A-e-° i I -- .................. ............... . 4 ` 4 4 < o I 1 ........... .. . ..,. .._ ...._.....' `.........1�......i........_........ '....__._. -....� ...... ........... /!/ Z I � .....................................i.................... � o e ; . ...........I.......... ... ............ ............ i ( 0 m ea. 8 1�-a. ecl.f I E I cl •cL IC `.J ,i`q ( ! �3� �•Z(, / 1 ® Fr. 4 ------ Z GC's �Cui i ................... —U i I 3123 I • SCOTTSDALE, ' �� • 4.0 5.0 , i� 502 OFFICE / HEALTH SERVICE REFLECTED CEILING PLAN .................. ..................t..................'. 1 0 t U J U \/ I W �� m — J Q 'cc I � � CL L.L v ADl !high ( ADI high i q 1 L o c i ....... «..« 18.. ........... «.».. «......« Ib �IOw f 18 L i 8 05 or. e � o ADs I ADS W z 1 _ LIr O i I I a• F- r. u i at i I i Z I ° u Q a W I ..............1.............. «. U / ` o f I 1 4 a ...................... A b 19 .................... ..................................,... < o Ln 1 ` — _ , .3 I •� u - h- 1 I P✓ n.- EL G -v 111 O I I� ..........«...............«... ..............................®I. U0 i ■ . ! II ! 4 O Job No: ! I IEli ( ( W 93451 Dote:uj '- Sheet No: 2 Q 3.0 10 IUL 93 160 1 :tole: SEE PLAN VESTIBULE REFLECTED CEILING PLAN Drawn: ACP A5 , 1 501 -- FISH DEPT.-�_� ----- ------ - ------- - - - - 7506 SW DARTMOUTH STPPFI 54A_e va' . I'-o° Checked: KOR t4 O- as WED JUN 16 14:13:50 1993, THOMAS H., 451-A5A.OWG `. ( � I ' I ( I I ( I I h I I I I � 1 � � T II � TIIII r11111,111111 III � IIIiII ` IIIIILEGIBLE THA,! THIS NO'l'ATIOIV, L 6 I I QI 1 ------ 11 1 _.1__. v APRIL 23 1994 IF THIS DO('IIMFNT IS LF-iS f l l l III I I I I I I I I I I I III III I Ir1 l i l i l l l I I I I I T 1 1 1 1 I I I I III V II I I I I'I I I I ! 1 1 PI I�i� HI- 1L 36 _ Z IT IS DUE TJ THE QUALITY Ut' _ _ I THE ORIGINAL DOCUMRNT• - --- - pE 1612 9Z IL 7, A�L 9Z 16�Z E�' Z iZ I�Z 6I 9I Li 91 4[ �[I Eil ZL It i i � �9 � 9 4 �8 Z �[�'.n"� ,��, „�„�,► ,,,,„►, ,,�,I� ,► „►,I,,,► ,,,,I„�,,,,,I,,I,►„►I,,,, ,�„I►„� ►„►4„►, ,,►►�„►,I„►,I��,, ,,,,h,,, ,,,►I,,,I,�►,I,�►,,,,,I,� „„(,►,: ,,�,I„u ,,,,l„►,►►,►I►,,,��.11� �,��►,�,�1�,►►�„�� ►,(1(,� „►(►,1�,�„�,I�� ►�� R O O M F I N I S H S C H E D U L E N --__.._. - -- ---------- �� to MARK ROOM- T FLOOR — BASE— INTERIOR WALLSCEILING HG-I. REMARKS °0 LLJLn a a a a (JcARr N<rLPEA rrtiAE INDICATED ON srEEls A2/A2.1 w/4' MNn BASE 1 A(FULL HEIGHT w >� U U `./ 9-3/4' FRAME AT MCAD MAY W p c o Om S'EE TILL PEAK FOR EXACT LOCATION, SHEET Al O d' ABOVE CEILING door < DO F- F I- r HH-- V a 'Q n_ 1 F- a F- -j I- 9 AILIM. FRAMED WINDOW AT GROOMER AREA (NARROW STYTF` � OCCUR - SCC SCHEDULE �- p r In )- < r m < r 2 < N Z (n O OFOIL FACED 3-1/2' BAITS V) �. �- z r z m I- z m m Q U wdh _ REAR >- 3 x a o i x O o >- I x O - `` 4 SMFFi NNn FLOOR YAM IN)FGriAL 0' BASE - SEE SPECIFICATIONS Of a WI.,I ir o a w WWx U Lr r_ a F u UNFACE 3-1/2- BATTS x Z c� O Z U Z Z r W V z I- .� z S ONE-WAY GLASS - SEE DETAIL 17 AO2 HARRUW SPPE) / U p tY p w z C p w z o p L J z o pwp�[ _ w V) / t ) T U v V F V I o < ' d O < N < O < N < 0 O < N O Ij1 ¢ O wwx Q O �NNri WALL COVERING / RUSH BAR AND PULL. HANDL! z z m W O F- p . O r_ O r F Z OSFE SHEET AS1 FOR LOCATION OF BLACK TILE WITF1 WHITE 1:810 LL LEFT ROOM RIGHT z z V) 4 v) o V) O v, o iv ;1 ur L) N O to o '' < F o F T T T mo �- O U O < m > m O N w G p 1 �' U N C] 0 ww < 1 WITH 1-1/2' RIDG)D WSUL - SEF SHEET A2.1 FilQll..,,II N N w w \ y U) W w \ W N w \ z - U W F O F LI Z O 0 DO H W 0 V) J z I N V) J 2 N N J k1 V) W .= Ij --1 m Q U - • ......__ FREFIN ALUM CART 6UAR'DS U J12 9 ,,, < N U w O U < F = h rY G Q F < O r < p < p < zj Z U w p W �PA)Nl EXPGSED METAIS AND WOOD STRUCTURE BRIGN( WHITE - TO MATCH DOOR CO TH 51G�S w a z O O O rJ < O x m O U_ I,, o a w Cj fz a w a W C r vi a 2 ` TYPICAL Q r FRONT o J m � U w x m w w x r� �_ w w x m ? w w c) 5' < OAr sarTr ___; - U 12 z 0 U 0 _j Cou Cr �. F W z O: U W - 7 Ir U w - 3 U 41 tY U 0 F 0 :__ -' _- - A W V=', 5 L. J W 3 < < W Q Qft L. W Q < 41 < 4 U z 10 AT GYP. B0. MALLS CN�Y ¢ T T f+-I �+i T __---J W Lj Ln w m w 5 N a a w d a a I I a a n a ? I I a Q a I I a Iz a u a I Z v p v a NOTE: - ____= __. _ . o m ``= iI 4•-0" CERAWC TLE. wA)NSCAT SEE SHEET A1.1 FOR WALL HEIc,HTS. 'Q O .-�-'� __� �__---' Y( ,J �1 NO. REFERENCE ORIENTATION z w m z a I Or fr a x a x J - < S N W I 1 v N iD U REAR RIGHT FRONT X O Y- O 17 1-1/2'METAL STUDS WITH 1-1/2' RIGID IMUJuTION - SEE SHEET A2.1 IZ •'r-.....FRZF'4. ALUM • O O F INSIve Q LEFT w U) N o N a I I rHREs�oly - rY1■ rexceF- ro M..°T`C.H v�+e e:eVAnoN � � _ — TION - DOOR WS1) Ab IND:GATED z 101 ENTRY VESTIBULE -- - O - • g • 5 • B • 0'-0" PRC'VIDE HOLDDOWN CUPS AT ALL CEIUNG TILE W 102 MAIN SALES 2 �§00 • 9 • • - ---8 VARIES CEIUNG VARIES FROM TILE TO PAINTED SiRUCTURE -' <103 RECEIVING - - -- . -' - ----- � 2NUM• • VARIESe-11 - C� NTRAALUMINCE DOOR ALUMINUM t04 FISH SALES - - -- ENTRANCE DOOR • • lei 1 7 6 10'-0' "WHITE" POLYURETHANE Y p 105 - EQUIPMENT • • • - -- -- -- Z 7 6 10'-0" "WHITE." POLYURETHANE / ANGLE WALL AT REAR f RIGHT 0 Ni 106 FISH DEPARTMENT + � . � 7 6 10'-0' "WHITE" POLYURETHANE / ANGLE WALL AT LEFT / FRONT - 107 FISH SERVICE DEPARTMENT • • - - - _ 6 10'-O" "WHIiE" POLYURETHANE ■ ff 107A EQUIPMENT ENTRY • • Z ? 6 10'-0" 'WHITE' POLYURETHANE -- 108 VIEWING i - -4 q • B 6 F • 10'-O" "WHITE' POLYURETHANE / 4"V BASE AT EXr. STOREFRONT - SEE DET. 16/AD2 109 HOLDING e - • • g • B E3 • 9'-.0" "WHITE' POLYURETHANE 110 OrFICE • • • = g . B 1 • 5 B • 9'-0" 111 COPY ROOM • - - - - -- - - - -- or tl� 1 - • • B • B 7 • B 9'-D" -- 12'rl2'VISION FAN■. - r wleq■ewoul� 112 VAULT � • - � B •- B � � - • -- 9,_O" - - - __-- r-�''::::: ::::::, 113 GROOMING • • A _ v B �� '4 • '* • 9'-O SEE WALL SECTIONS FOR ADDITIONAL INFORMATION / VINYL WALL COVERING - KOROSEAL BY B.F.GOODRICH "CRESENDO- (8008-02AD -114 BATHING AREA • • A Z A • B • 11'--0' I Z- - 115IFT DOOR I 115 RECEPTION • • g • A 04) 9'-0" - --- lil HHL z f t sn 116 EXAM #1 - '- - • - • • B • B • B 90 • 9'-O' `WHITE" POLYUREiHANE OWC 117 EXAM /2 __ -- � • • B • B • B • B • 9'-0" "WHITE" POLYURETHANE - 118 EXAM M3 • • • g • g • g I • E3 • 9'-0' 'WHITE` POLYIJRE711ANE VENT WHERe SCHEDULED /SEE MECHANICAL o . • • A • 9'-0' " DRAWINGS FOR SIZE REOUIREMENTS)119 SURGERY WHITPOLREHANE• • i U ROLL-UP SERVICE • B • - ® FOLDING DOOR O FLUSH FACE DOOR 120 OFFICE 9,_O, PAINT WALLS COLOR /2 DOOR 121 BAT}IING AREA v , • • A I • ® A - 9'-0" "WHITE` POLYURETHANE -- - ---- u 122 STORAGE- • • • • • r 9'-0" "WHITE" POLYURETHANE L) I I I I I I I 123 MAINTENANCE • • • • i 9'-0' "WHITE' POLYURETHANE 123A HALL • • ` • 9'-0" FAINT WALLS COLOR /2 '24 STORAGE • • • D 9'-0' `WHITE" POLYURETHANE W o; ~ 125 MAINTANCE • • • a, • • • 9'-0" 0 I 1 1 1 1 1 1'WHITE" POLYURETHANE - - 126 LOUNGE • - • - 7 • A • • 9'-0" U PAINT WALLS COLOR r2 < 127 TRAINING - • • O - + 9'-0" 128 SMOKERS PAINT WALLS COLOR /2 - door, • • • • 9'-O' PAINT WALLS COLOR /2 '�wlacn 129 JANITOR B • • OPEN 30 STORAGE . • B -1 • • • 9'-0" I"WHITE" POLYURETHANE W/FRP WAINSCOT AT W.0- 14"xlb' VISION ■ e 131 WOMENS B 1 B - • B U • 9'-0' "WHITE` POLYURETHANE W/FRP WAINSCOT AT W.0 AND URINAL Q - PANEL 0 132 MEN • g (_ • E3 U • 9'-0" "WHIT I'UL YURETHANE 133 ELECTRICAL • • E OPEN 134 ADOPTION • - .� • A • A q A - U 10'--O" "WHITE.�POLYURETHANE NOTE: SOUND BATTS AT GCILIN65 MAY BE UTILIZED IN ADDITION TO BUILDIN6 INSULATION AT THE ROOF - SEE SCHEDULE. KRAFT-PAGED ROOF IMPACT DOOR 0 CHAIN LINK FENCE - - -- INSULATION 15 ACCEPTABLE WHERE SUSPEND- - - ED GCILIN65 OCCUR ONLY. NOTE:* C _- - -- GENERAL CONTRACTOR TG NOTE RUBBER FL- 0 OORIN6 AND VINYL WALL GOVERIN6 AREA - -- LON6 - LEAD ITEMS. G1 TYPICAL DOOR ELEVATIONS L D O O R S C H E D U L E -- – DOOR _ FRAM_E I-iDW. DETAILS ROOM SIZE MARK No. WIDTH HEIGHT THKN. TYPE MATERIAL FINISH MATERIAL HNISH SET No. HEAD JAMB SILL REMARKS 1 101 12'-0' 6'-10' - 2 ALUM / GL PRE-FIN. ALUMINUM PRE-FIN. 1 02/AD? 01/AD2 02/AD2 BRONZE ANODIZED WITH 6'-0" WOE CLEAR ANODIZED ALUMINUM THRESHOLD 2 102 12'-0' 6'-10' - 2 ALUM / GL PRE-FiN. ALUMINUM PRE-FIN. I 02/AD2sim 03/AD2 BRONZE ANODIZED - NO THRESHOLD -- --- --- - 95 Hb 3 104 3'-0' W-8' 1-3/4' 5 S.C. WOOD PAINT H. METAL PAINT 2 14/AD2sim 14/AD2 - 4 107A -0" 7_--0" 1--3/4" 5 S.C. WOOD PAINT H. METAL PAINT 5 14/AD291m 14/AD2 WITH 1, x 12" VISION PANEL j 3� 103 1 / 5 108 3'-0" 6'-EI' 1-3/4' S S.C. WOOD PAINT H. METAL PAINT 5 14/AD29im 14/AD2 - WITH 12" x 12" VISION PANEL L 6 100 3'-0' 7'-3' 1-3/4'- 5 S.C. WOOD PAINT H. METAL PAINT 5 14/AD2sim 14/AD2 - ---- - -- �4 - 3� ■ ■ 7 110 3'-0" 6'-8" 1-3/4" 5 S.C. WOOD PAINT H. METAL. PAINT 5 14/AD23im 14/AD2 - - 8 111 3'-0" 6'-_8" 1-3/4" 5 S.C. WOOD PAINT H. MFTAL PAINT 5 14/AD29im 14/AD2 WITH 12"x12" VISION PANEL 9 112 3'-0" 6'-8' 1-3/4' S S.C. WOOD PAINT H. METAL PAINT 9- 14/AD2sim 14/AD2 - - DOOR VIEWER AT 5'-0" A_F.F. C�O J 10 115 3'-0' T-0' - 1 ALUM / GL PRE-FiN. ALUMINUM PRE-FIN. 3 06/AD2sim 06/AD291m - WITH KAWNEER PANEUNE DEVICE - SEE SPECIFICATIONS - - KURT D.REED 11 115 3'-0' 7'-0' - 1 ALUM / GL PRE-FIN. ALUMINUM PRE-FIN. 3 11/AD2 11/AD2sim - WITH KAWNEER PANEUNE DEVICE - SEE SPECIFICATIONS 3� P� 3123 12 115 3'-O' 6'-8' 1-3/4" 5 S.C. WOOD PAINT H. METAL PAINT 8 14/AD2sim 14/AD2 - WITH 12"X12" VISION PANEL 2q • SCO TSDAL�jp1Z NA • _ 3G 13 116 3'-0' 6'-8" 1-3, 5 S.C. WOOD PAINT H. METAL PAINT B 14/AD2sim 14/AD2 - - O� 14 117 3'--0" 6'--8" 1--3/4" 5 S.C. WOOD PAINT H. METAL PAINT 8 14/AD29im 14/AD2 - - © 0� -- • • Q 15 Ai V 15 118 3'-0' 6'-8" 1-3/4' S S.C. WOOD - PAINT H. METAL PAINT 8 14/AD2sim 14/AD2 - - 26 16 124 3'-0' 6'-8` 1-3/4" 5 S.C. WOOD PAINT H. METAL PAINT 8 14/AD29im 14/AD2 - WITH KNOCK DOWN FRAME . ■ ............... 17 122 3'-0' 6'-8" 1-3/4" 5 S.C. WOOD PAINT H. METAL PAINT 8 14/AD2sim 14/AD2 18 125 3'-0' 6'-8" 1-3/4` 5 S.C. WOOD PAINT H. METAL PAINT 9 14/AD2sim 14/AD2 - a c -.__ - —..— -- _—. __-- I 19 121 3'-0" 6'-8" 1-3/4' -5 S.C. WOOD PAINT H. METAL PAINT 4 14/AD2sim 14/AD2 - - U 113 114 ...ice. J 20 134 4'-0' 7'-4' - 1 ALUM / GL PRE-FIN. ALUMINUM PRE-FIN. - 1A 11/AD2 12/AD2 - - - ,� 01 �+- a , - - - - ---- - - ---- ----- - 21 113 3'-0' 7'-0" - 1 ALUM / GL PRE-FIN. ALUMINUM PRE-FIN. 3 11/AD2 12/AD2 ��.". ..... oar 8 22 114 3'-0' 7'-0" - 6 ABS PRE-FIN. H. METAL PAINT N/A - - -- PROVIDE. NTH PERIMETER GASKET / PROVIDE HOLLOW METAL FRAME WITH NO STOP WITH 14'x16" VISION PANEL 1 �� 1 I � ^ �`3 23 114 3'- 0" 7'-0' - - -6 ABS PRE-FIN. H. METAL PAINT N/A - - PROVIDE WITH PERIMETER GASKET / PROVIDE HOLLOW METAL FRAME WITH NO STOP WITH 14'x16' VISION PANEL 24 126_ 3'-0" 6'-8" 1--3/4" -5 S.C. WOOD PAINT H. METAI_ PAINT 10 14/AD23im 14/AD2 `S c 25 127 +9'-Fi' 9'-0" - 4 METAL VINYL N/A N/A N/A - - - SEE SPECIFICATIONS 26 _ 12E 3'--0' 6'-8" 1-3/4" -5- S.C. WOOD PAINT H. METAL PAINT 10 14/AD291m 14/AD2 - 0 i °J q O -� �� m 0 "1 ° o 27 12� 3' 0' 6'-8' 1-3/4" 5 S.C. WOOD PAINT H. METAL PAINT 5 14/AD2sim 14/AD2 - - ��, ' 11 Q E Y^ 28 130 3-0" 6'-B" 1-3/4" 5 S.C. WOOD PAINT H. METAL PAINT 5` 14/AD29im 14/AD2 - ne az �a °~ •+ o 5 29 132 3'-0' 6'-8" 1-3/4" 5 S.C. WOOD PAINT H. METAL PAINT 7 14/AD2sim 14/AD2 - PROVIDE HANDICAP SYMBOL AND CLOSER a s � 1�3 A •'•.�.• rn ° 30 131 3'-0' 6'-8' 1-3/4" 5 S.C. WOOD PAINT H. METAL PAINT 7 14/AD2sim 14/AC2 - PROVIDE NANDiCAPASYMBOI_ AND CLOSER f --- -- 1Y 14 `o o r --- ---- -- --- -- - ---- - ---- -- ------- -- 106 ' •- L:'� u o o 31 133 3'-0' 8'-0" - 7 CHAINLINK GALV. N/A N/A 6 - - - - o ^oS2 32 102 4'-0' 7'-0' 1-3/4' 5 METAL PAINT H. METAL PAINT 4 09/AD2 09fAD2sim - PROVIDE WITH EXIT DEVICE, DRIP EDGE AT TOP - SEE SPECIFICATIONS 33 102 4'-0" 7'-0" 1-3/4" 5 METAL PAINT H. METAL PAINT 4 09/AD2 09/AD2sim - PROVIDE WITH EXIT DEVICE, DRIP EDGE AT TOP - SEE SPECIFICATIONS (45 MIN. I_ABEI_EL' DOOR) �l� © O D ■ - - --- - - -- ---- ---- --- _ .._.W--. r 4 Job No: FI 34 103 8'-0' 9'-0" - 3 METAL PAINT METAL PAINT 6 10/AD2sim 10/AD2 - -- -- -- - -- -- - - -- - 109 1O� OSA U 00 p O O1 0 11 S 93451 .35 103 8'-0" 9'-O" - 3 METAL PAINT METAL PAINT 6 10/AD2sim 10/AD2 - —' - 36 103 8'-0' 9'-0" -- 3 METAL PAINT METAL PAINT 6 10/AD2sim 10/AD2 - - Date: 17 JUN~93 She t No: 31 - PR. 4'-0' 8'--0' - 7 CHAINLINK - - - 6 - - - - Scale: SEE PLAN �8 - 3'-0" 2'-0" 1-3/4" 5 METAL PAINT METAL PAINT 6 - - - - Drawn: ACP A6 ROOM / DOOR KEY PLAN Checked: KDR .I 7ci� .3W DARTMOU TH STREET THIJ AUG 05 11:32:00 1993, THOMAS H., 451--A6 DWG 1 ci lIE 411 ■ W ....,,......-....w"......—...•-,.xr.+�:..,;....,Ireineneereerh,.,rx...:..A�. -. - f w IF THIS DOCUMENT TS LESS i�1 III �III 1111111 III III �III III 111 III 1111T h 111 Ili 111 III 111 111 111 Ti 1I 111 111 Iit I III III 111 III III III 1111111'IiI III III Ell 1111111 111 III ill'I I ' A �r I LEGIBLF THAN THIS NOTATION, I I 11 I 2 I I 14 I 15 I I 16 I II I $_ I I �I �0 I 11 I �� APRIL �--.L3 1994 ! • IT IS DUE TO - - -�-- -.e _-- �..-__.-__.��-�. -- - - -- - THE QUALITY OF No 36 THE ORIGINAL DOCUMENT. i E Z 13Z LZ 87, Z 1bZ EZ TZ OZ 8I A[ Li 9T 4T 6T ET ZT iT OT I 8 8 L 9 9 6 E Z Ivluv� l IIII IIII IIII IIII�IIII III, Ilii ' IIII 1111 II111111�11111!il !III IIII II11111111 ,1111111II IIII IIII IIII 11!1 IIII IIII IIII IIII IIII IIII IIII 11 IIII IIII IIIIIIIII IIII IIII Illllllllllllilllll 'll�llll llll1llll 111 Illll l Ill 11111 Illllll!I IIIIIWIII 1 I_a- Im13 K E Y E D N O T F S N 00 1. MIRROR 00< 2. HANCING STATION 14 I n 3. DUBLETCFAPER DISPENSER N -IS B2" < min mum �\I WW_ 4. SANITARY NAPKIN DISPOSAL � � t] 5. SOAP DISPENSER N 2 O 47" � 6. PAPER TOWEL DISPENSER r(-A� �f 7. (HANDICAPPED GRAB BAR (1-1/2" DIAMETER) t9 17 18 35 IZ" 8. URINAL SCREEN Q e PLAN at TUB ,�- , _ �~ 25 9. PARTITION SCREEN i�•• 10. URINAL - SEE PLUMBING DRAWINGS _ y 11. WATER CLOSET - SEE PLUMBING DP4WINGS W _ 12_ WALL HUNG LAVATORY - SFE PLUL49ING DRAANGS ��wvr 13 ON - n OPEN SPACE O� O - - ............................. ..............._...................................................._.._ _ b 14. TUB INSERT - SEE SPEC,FICATICNS Ll O z y ! - �- }90• h O 1�fV��1 �� 15. 6' INTEGRAL COVE BASE 45 O S. 4" TOE SPACE }2 r-n:� , '� , r - - - 34► �I1 J a - -- - -~ - --- -I 17. 3-1/2- SOUND BATT INSUI_ AT WALLS, BETWEEN CAGES. Y O FLOOR AND GAGE 70P } I 4 T 2 -- -- ---- - - O 461 1B- CAULK ALL EDGES AT WALL AND COVE BASE Z _ - -- - O v - / 5 19. SHELF UNIT FOR CAGE AREA - SEE SECTION 'A' I 35 N ci I i n- II 3 r I - 20. 5EF EQUIPMENT COORDINATION SCHEDULE FOR REQUIRE- h I I Q REQUIRE- MENTS ' - - r ............................ - .. � `•-----_-- ' h 11 ' - �i L, � r •1 d► 21. �' INTEGRAL RUSTIC LAMINATE SPLASH ■ ■ 21 14 I 35 18 T 22, 4' GRAY VINYL BASE BY CC. 77 _ ..............-........ ........-..-._-. ..,..__........I.......... 1 -- -- - ry - 23. SWITCH IN FACE OF CA8INFT FOR COMPRESSOR I 24. SWITCH IN FACE OF CABINET FOR VACUUM a3 ______________�_____� - 25. POLY PAINT (WHITE) FULL HT. ON 5/8 M.R. GYP. ORD. 4'-O" q•-O" q'-O" 33 ......i'�.... - - -'�`- '�` -- "- ~-'�`�� I I I 28. INSULATED DRAIN AND HOT WATER UNE TYPICAL 2a 338 27. G.C. TO COORDINATE ROUGH-IN OF PLUMBING FIXTURE 28. DENTAL COMPRESSOR BY OTHERS � 2� :2 Ib 29. 1/2' COPPER AIR UNE - EXTEND TO COMPRESSOR in , - -- - - --- Zb A x -- 30. PROVIDE PLASTIC LAMINATE BACK N 31. ATTACHMET FOR WET/DRY VACUUIA -4 _:'-�4�" OM11� ��OtO I` la - bothincj rm. p121-' 32- WET/URY VACUUM LOCATED WITHI14 r..AMNET W U. 1/4* COPPER WATERLINE EXTEND -U 1/2'C.W. UNE AT TUB OL 34 1.7 CU. FT. REFRIG. SPACE - SEE ELECTRICAL DRAWINGS 35. PLASTIC LAMINATF CLAD 3/4' PLYWOOD OR 3/4' PARTICLE ') BOARD FINISIED :NDS AND TOP p SECTION AT TUB SEC TION AT CABINET 06 CAGES 03 WOMEN'S RESTROOM h 38. COMPUTER JACK - NO CONDUIT v w SCALE. /:" ■ I'-O" SCALE. I/Z" ■ I'-O" ---- -- - - 37. 13-1/2' x 22" Ac^ESS PANFl rX SCALE. I'-O" SCALE. 1/2" 1'-O" O ■ 38. DENTAL PIVOT ARM BY TENANT - INSTALLED BY G.C. W/ U 8' x 8' x 3/4' P1 YWOOD BACKING. 39. DUPLEX OUTLET +60' A.F.F. U I I I I I I I 40. SERVICE SINK 41. DUPLEX OUTLETS AT +44' A.F.F. Y i 42. ADJUSTABLE SHELVES n O 43. FLOOR DRAIN CENTERED UNDER TOILET PARTITION Q' W cI 44. FILLER _ < d I I I I I I I 45. 4'-0' FRP WAINSCOT j < 3_�••--- 1 2_I g_q -- 48. EXTEND WAINSCOT 2'-0' PASS PLUMBING FIXTURE (TYP.) PLAN 7]t< \ GENERAL NOTES : - f3 `\ 1. ALL PAIN COLORS TO BE VERIFIED. 45 p' 2. D.E. INDICATES DUNN-EDWARDS/P AND L INDICATES PRATT- 35 4'' 35 4 beyond LAMBERT U.N.O. ------ -� 42 Z ------------- --- - �--- 3. SEE SHEET A6 FOR POLYURETHANE COATING COLORS. 34 111 5.4 4. ALL CABINETS SHALL BE COVERED WITH WILSCN ART D-92 DOVE GRAY U.N.O. , _ ; /.� 44 I 3Q i 5. ALL INTERIOR OF CABINETS, DRAWERS, AND SHELVES ARE B 39 44 3 TO BE WHITE MELAMINE U.N.O. � � h e' I O r I ❑ / U I y❑ I Qo „, I 5. ALL APPLIANCES ARE SUPPUED BY SEARS U.N.O. (NATIONAL C r -- ACCOUNT) NO SUBSTITUTIONS ACCEPTED. O p ' 56 ir `------- ---' 0 31 41 - � 41 40 7. ALL DIMENSIONS ARE TO COORDINATED WITH SHEET A2.1. ' 41 • �I 41 'I J TL 21 �" j 8. ALL HANDICAP ASSIST ITEMS SHALL COMPLY WITH ALL �- A.D.A. REQUIREMENTS, O ^^ " 9. SEE SPECIFICATIONS FOR EXACT MODEL OF ALL P.ESTPOOM -- �.-J CA I I II 15 FIXTURES AND ACCESSORIES. ' /' 1• I ' 44 min, A 10 TIONSOAND ACCESSE ALL IOR REO ES LOCKING BEHIND FIXTURES. PART(- . 42 i 0 . / . i �, 44 3'-O" t�O m ` in 11. ALL PARTITION SPACING TO BE FIELD VERIFIED (MINIMUM :0' ____ 0 ----- .___'_" / CLEAR 'MOTH) (60' at HANDICAPPED STALL) SEE SHEET A2-1 �- O i 26 �� FOR ALL MINIMUM FLOOR CLEARANCES. 44 22 Ib 44 / 21 I6 41 14 13 - \IV -_ v 35 I 28 08 WORK AREA AT TUB � 05 MAINTENANCE - 02 MEN'S RESTROOM -- - SCALE; I/Z" I'-O" SGAL�: I/Z" I'-O" �. J D.REED <. iYr 3123 7 '" ■ LOTTSDAL 1.1' ,A. r I OF ................. ..... 506 Ln C_2 I -- 12 s-o L, z a 1 3�v o r O o . 90• ry / / / \ /b) 45:lz r--------- ..... Lij o / I1 beyond �!G� 5 c 101- 35 18 I'i � 14 26 f '6 2 N c 0 ''-O" 4'-0" S 43 uj E Job No: 93451 -' Sheet Nor Date: 17 )UN 93 Scale: SEE PLAN -7 CAGES WOMEN'S RESTROOM MEN'S RESTROOM Drawn: ACP 07 04 Checked: KDR SCALE! 2I'-o" SCA'-d /2 O SW DAPIMOU11H STREET 16 OF 48 ■ I■�■ ■ ■ ■ ■ MON AUG 09 15:01:06 1993, THOMAS H., 451-A7.OW13 r: i DOCUMENT Ij8rll fi'l1III1V111111111111111 1III!I I1III3�l TTIfjfTl l lI ( II Il � iIIIIItllIIII LECIELE THANTHIS NOTATION, 6 I I VIII II VIIII I I III I I(I I III I 1I 1II.I'(( I''l ' APRIL 23 194 7 � lui5 IT IS DUE TO THE QUALITY OF No.3e THE ORt/3INAL DOCUMENT. - ----- -- - - - - - - -- , �LI9T T �[ £T ZT TT T 8 8 L I 9 9 * 6 Z �iv�urtl IIIIIIIIII 11111111111111111 III!IIIII 111111111111111111 ILII 1111 IIIIIIIII 111111111111 ILII 1111 ILII ILII ILII 1111 ►111 Ilillllll 11111 Iill►�1�:1��11►111TI Illlill►liil►l►l lll�ull I►�llll 111LI��1111 llillll Illlill�-I�IIIIIIIINII� , I KE YED NOTES : fV r--------------------------i u) 1. DATA JACK (PLASTER RING ONLY) I I 2 PLASTIC LAMINATE CUD 3/4' PLYWOOD OR 3/4' PARTICLE Q BOARD - FINISHED ENDS ANU TOP ■BN 1 =2 sOy 1 a 3. PAPER TOWEL DISPENSER W Q w J 1 4. MAX. 4 JOINTS IN COUNTER TOP F- 5 5 4' INTEGRAL. FUSTIC LAMINATE SPLASH I I I L---------------------------� 6. PHONE JACK in --- 1 •••••••••..•......••.. 7. SEE EQUIP. COORDINATION SCHEDULE FOR REQUIREMENTS. � • < All. 't Q� r AII&Lr��ll 8. NOT USED TOP VIEW _ 9. 4' TOE SPACE 0 W , � 10. 4' CRAY VINYL BASE - ---- ---• Q N M R GYPSUM BOARD fx11 PAINT (WHITE) FULL HEIGHT OVER 5/8 . - - -- CO� _NO :::--- -- """""• -- -' ------- 12 ADJUSTABLE SHELVES.0 0 21 13. SERVCE SINK Z tY -_ .\ I •I •� 14. G.C. TO COORDINATE ROUGH--IN OF PLUMBING FlYfURE � p :O 15. NOT USED S b 2O�s A RECEPTION OFFICE \6 -- \ sa 16. INSULATED DRAIN AND HOT WATER UNE a C:: aG 17. DISHWASHER - SEE EQUIPMENT COORDINATION 'CHEDULE O 5 : ra �'� 18. DUPLEX OUTLET _ _ 2 19. ROPE CLEAT: INSTALL AT 45 DEGREES AND A MINIMUM 2' SECTION l AALLL FROM CORNERS. E END AND 3' FROM Tti1E SIDE - TYP. AT N.T,5. 5 IE��EJ 20. 1' PLYWOOD NTH PLASTIC LAMINATE - WILSON ART D-92 ■ ■ ELEVATION B m n C) 'DOVE GRAY (ALL SURFACES) - IIi OI°eN jp \ 21. 1' x 21' x 42' TOP WITH ROPE CLEATS ON UNDERSIDE 22. EDGE OF BASE 23. 1' x 8' x 30' SIDE WITH HOLES TO ALLOW FOR ADJUSTMi.NT V OF HEIGHT WITH WILSON ART D-92 'DOVE GRAY' (ALL SUR- a FACES) a'-O" _ _Y'_b" q 'O 24. 'OP ATTACHED WITH PIANO HINGE 25. NLTCH ON INSIDE OF CART SLIDE FOR UP OF CART b'-b_' # - --- ^� pr p I 26. 2' x 4' x 17-1/2' FRONT CROSS BRACE 0 1� � O 27. 1' x 4' x 28' CART SLIDE ATTACHED TO CART 0 0 a 28. OPEN KNEE SPACE oL C29. DRAWERS 30. EXAM TABLE EXTENTION ua ELEVATION A 31. SOLID PANEL AT END 32. CASH DRAWER - PROVIDE GLIDES - DRAWER DY OTHERS SURGERY TOP - -- 33. CHECK SHELF 09 _ 06 OFFICE MAINTENANCE CABINETS 34. EASED RADIUS CORNER PROVIDE WITH .ART scALe. I/z° = r-o° - - Sc:A,.e: I/2" I'-O" 3 35. NOT USED 38. NOT USED 37. MOP CUPS (2) I I I I I I I 38. MOP SINK 39. DUPLEX OUTLETS (+44' A.F.F.) 40 REFRIGERATOR 41. DISHWASHER W ( ~ I I I I I I I I 0 �3 0 a� o z a va< C�1Q '77 l GENER AL NOTES : 1. ALL PAINT COLORS TO BE VERIFIED. ° ' 2. D.E. INDICATES DUNN-EDWARDS/P AND L INDICA,ES PRATT- LAM -...... ......... . r-------------i `: 2 3. SEEBSHc U.N.O. I �\ 1 0 �� I I I \..:I I I . / T AA FOR POLYURETHANE COATING COLORS. � I I 4. ALL CABINETS SHALL BE COVERED YI1H WILSON ART 0-92 DOVE GRAY U.N.O. O 0 _ 1 �a 5. INTERIOR ABI DRAWERS. AND SHELVES ARE ALL IN OR OFC NETS, D A 5 -� 13 is tr F-_--- -- - TO BF. WHITE MELAMINE U.N.O. C C' , �a r FC5)--, 36. ALL APPLIANCES ARE SUPPLIED BY SEARS (NATIONAL ACi I a I COUNT) NO SUBSTITUTIONS ACCEPTED. ................... ; a I xl I 7. AU DIMENSIONS ARE TO COORDINATED WITH SHEET A2.1. C II 1 C I _ ,9 II i r--------1 8. ALL HANDICAP ASSIST ITEMS SHALL COMPLY WITH A-D.A. 10- ° 1 i 1 I REQUIREMENTS. v \ I I i i \: ; 9. PROVIDE ALL REQUIRED BLOCKING BEHIND FIXTURES, PARTI- --- ...... ` ' �,J 0 IT10NS AND ACCESSORIES. -- ------- 1 i ---------- -----,---- I 1 b 1 ------ j I I I a1 I b 0 tl .............I.................._._ 08 OFFICE 05 EMPLOYEE BREAK ROOM MAINTENANCE CABINETS -- - 02 SGALe. 1/z" • r-o" - ~ Kar b 1 " • s SDAL, 7�a 1 Y ry 34 cc° ° a c u A IO at:: n M PLAN SECTION " m 2 I Q 0- a rn� 0 5o ° v v,u Lu cxS U - 5 II y 30 A 3a 3 la J �.8 -- ----- Lu o a a a ° o m % �1:2 2q Zq �FE� ''p '1 I I\ Q . 0 I \ I b n _. 1 z /. .\ 31 O fou ... �.. / / \ a / \- w pc QL 0 q ... a 1 °o o n c ° Job No: 93451 Date: 10 JUL 93 Sheet No Scale: SEE PLAN A Q OFFiLE MAINTENANCE CABINET � Drawn: ACP 07 _____ __ _ CABINET at EXAM #1, #� AND #3 SCALE 1/z" x 1'-O.. ------�..------ ' _ SW DAPlMOI.JTH bTF'rFT SGALe /z" = I-o" SG 4_e i�z' Checked: KDR 17 OF 4P ■ ■ W% D JUN 16 13:00:30 1993, THOMAS H., 451-A8.DWG IF THIS DOCUMENT IS LESS r^ Tri III ,III III I IIII IIII II11�111 III I III III I 1 1 1l11TTT q Tll III 11!r r 1V11111111111111TI 11III 1!II1hAPRIL 23LT THAN SO4 8 1994 IT ��" � lIJi THE ORIGINAL DOCUMFNT• rT ` F Z AL LS 9Z Z 6Z E Z TZ Z 8T 8I L8T 9T itt ET ZT TT IIT�8 8 L 9 4 4 fi Z Tvx„� 1 II' II!I IIII IIII IIII IIII IIII IIII IIII IIII III! IIII IIII IIII�IIII IIII�IIII IIII�IIII IIII IIII Ilii IIII IIII�IIII IIII IIII IIII IIII Iill�ll Illl�lll�lllll�llll IIII�illl IIII�iIII llllllW lllllllllll�ll!' II �� I �� i __--_-�� I �- �1�� IIIIWIll�llllilllllllllllllllllllll!IIIIIIIII►Ill�llll I!ll IIII IIII�NIII r ■ WINK ■ KEYED NOTES : �1 N N 1. CHAIN LINK FENCE WITH GATE CIO 2. CART BUMPER - SEE DETAIL 07/ADl r� a 5. 4 TIER TANK DISPLAY (NIC) VVj a A 4. SERVICE COUNTER - SEE EOUIPMENT COORDINATION SCHED. B5. OXYGEN VALVE LOCATION IN COUNTER - SEE EQUIPMENT %1 C COORDINATION SCHEDULE = O Q 6. TEMPERED GLASS (CLEAR) IN DARK BRONZE ALUMINUM U (J 1 FRAME 3 7• CORNER GUARD V-- O 1 p�D1 8. ILLUMINATED SIGNAGE '.r} i 9. POLYURETHANE ON 5/0 Y.R. GYPSUM BOARD ` v 10. GYP. BOARD CONTROL JOINT Lu V)LLJ 177 11. NOT USED r� 12. 4' GRAY VINYL BASE BY G.C. N O 13. ELECTRIC DRINKING FOUNTAIN 4 z , ^ I i I I � IIII II I I '• '4. DOUBLE 2x 8 CART BUMPER - NTH 4' VINYL BASE SEE W l } ! 1 I i I I ! i• DETAIL U6/AD1 15. SUSPENDED CEILING SEE SHEET A5 AND A5.1 Y E j I { 1 I I ! I 16. VISION PANEL - SEE DOOR SCHEDULE Diler 17. ANGLED WALL AT FISH SALES �• Z i i III 15 i '■ I ! c H1 O ! i ; �c ii r n f, G■Ilin43 Ill ! I ' I ; I f I 5 5 E i ❑' 1 Y •0111 .......1... ...... ...__-................................................_�......_. . ................_...................................................................... i i ------ ----- --- i l o • I � OLm0'n f01•f E�li -�-----'-----_-•------•--- --------------------•----------------••_-_-----------------_------------- ' - ------------------------- ------------------------------------------------------------, GENER AL N O T E S : ' ' I I I I 1. UNLESS SPE,,IrIll OTHERWISE, ALL INTERIOR SURFACES (VERTICAL) SHALL BE PAINTED COLOR /2 IC i q r �I ��/„�--�, ` I 2 ALL GYPSUM BOARD CEILINGS SHALL BE PAINTED SEMI- - \!J - -may I GLOSS (WHITE) U.N.O. L Z _ I 3. ALL PAINT COLORS TO BE VERIFIED �_________ _________________________� I - 4. ALL EXPOSED WOOD STRUCTURE TO BE PRIMED PRIOR TO 2 2-CL`AT PAINT APPLICATION - SEE SPECIFICATIONS 12 a I� I 5. D.E. INDICATES DUNN--EDWAROS / P AND L INDICATES I O I1 I PRATT-LAMBERT Z V hn fn floor lino ' Vf I COLOR / FINISH SCHEDULE: 1. PREFINISHED ANODIZED (DARK BRONZE) ALUMINUM STORE 01 INTERIOR EI.EVATION FRONT A9 5GAl 1/4" . r-p' 2. D.E SEMI GLOSS DE-1079 L1 'NEW FANCY' OR P AND L /2309X -GRANITINE- 3. D.E. SEMI GLOSS !1497 PETsMART RED MATCH KENTILE I I I I I I I I FEATURE ACCENT CHERRY REO- /1497 (XD BASE +4HY) 4. D.E. FLAT DE-1079 L1 'NEW FANCY' OR P AND L 02309X 'GRANITINE' S. D.E. FIAT 0E-1095 L1 'IRON MASK' OR P AND L / 2239X 3.0 2.0 'GIGS' GRAY' 1,0 6. D.E. SEMI-GLOSS DE-1095 Lt 'IRON MASK' OR P AND L W /2239X -GIGS' GRAY I I I I I I 7. CEILING DUCTWORK, PIPING, STRUCT., ETC. - PAINTED O I 'BRIGHT WHITE' 13 i ADI i i I ! 1 � i 1 > I I � 7 I I I � { I w ■ 1 � i ` I i o j I I ( ! ! I I I � � ■ i ! I I 4 I ! ! ! 14 3 W I I 5 5 Q ----=------ ------..------- ------------- ------ ----- __ ! i __ ______ __ ____ I-__- _--_ __--- I __ ► _ I i W ---- --- - - - -- -- ---- -------- ---- --- ---- ----=--- ---- ---- ----- I------' ---- ----- r- -- -, .... ..............._ . 10� -b" 3; Q 0 2 6 IG I O I © Ip © - y b.o. so�rle Y C V' __�_ -'- -___.._.._._.._ .._.. ___.., ---------� - _....---_.__..._.........r.._._._._..._......_......___...._........__ i------------------------------------------------ --------------"-------- a of moi *Olaf Sao ,• 1cu ,< � �- <" r ADS \ n O O VI ;.S`' I O I E /IIS I I'I T T.G. 1 r c r Jc c r c r G o,°' b i r------------------------- ---- .1, O b 6 L-----------� , b0 _ct` :Y_ i 1 ❑ ❑ T C T G T C T.G. a > \ I.... Ci. ,. ; F: < ' 1 O O GOrt by ' n' / `` T C �'` T.f, TG. T C. 2 P r - � L•---- ---- - / hnisn 11100'-O.. obovo 14 t;_1:2 14ADI hood 05 AD2 otor•lront 02 INTERIOR ELEVATION r A9 -- scale: 1/4" . 5.0 � ■ 4.0 1 D.RIED ADI � •. + 123 /�wJ I I ! I I 1, I 1 • COTTSDALE,ARIZ A • I 1 W ■ ■ i o I { n0 I I ! v: a I [L oa ° aao - -- ---!---------�_... -- --- - ---- I I W p, _ z o E 15 7_1 �`•- s- o � ; F-21 DI < u c 1_0tl YID U D Y i1 \ T C 1 u..I E n 2« W c 2 o t 12 14 : o.E o u n o 4� F 11 O U .lob No: 02 INTERIOR ELEVATION 93451 A9 5C ALC I/4" a I'-0" Dote: 10 JUL 93 Sheet "�o; =,ru! SW DAPTMOUTH STREET --- 1r.3 OF 48 Scale: SEE PLAN /� (� Drawn: ACP //�� ✓9 Checked: KDR WED JUN 09 10:14:41 1993, THOMAS H., 451-•A9.DWG 'e, IF THIS DOCUMENT IS LESS I.7rjIlT III 11'1111 III III IIII Ilt III III I f rT fll IIT III I 1 III III rll T JI ill III I I III III III 111 III III III I I Illjl l'Ifl ill III lII IllllliL IIIILEGIBLE THAN THIS NOTATION, : I �_ �P U1 116 1 h I 8o , 11 1� APRIL 23 ( 994 IT IS � � -_ �.DUE TO THE QUALI9Y OF rloae ... THE ORIGINAL DOCUMENT. � 111,111,11111 8 Z T 9IL vlz ►Z E -Z I��t1i T611111 B I L i 9 T 9 i �i i �i i T 9 ti EL111N1I Il I I II IIIII�IIII IIII III'lllll IIII IIII IIII IIII IIII IIII IIIIIIIII III! IIII IIII IIII IIIIII IIIIIIIII IIII IIII Ilillll IIIIIIIII IIIIIIIII IIIIIIIII lilllllll lllllllll Ill t1u fill lullllll l Illllllll�l!II �!iIIIIIIIWIII a : I r J P KEYED N 0 1" ES --- N u1 1. SPRINKLER SYSTEM OF UPWARD AND DOWNWARD HEADS M F � (b) C) (RECESSED HEADS AT SUSPENDED CEILINGS) N B ��, 2. SPRINKLER SYSTEM OF UPWARD HEADS ONLY IN THIS AREA r , (\f1�) 3. MASONRY OPENING W/ OVERHEAD DOORS WU j J L- Q O� I Opp hand 4. SUSPENDED ACCOUSTICAL CEILING r- N - , A 5. BATT INSULA'nON (ENTIRE ROOF DECK) W1RIED TO WOOD F f I I B AJ3 DECK AT 24' O.C. - WHERE INSUL IS EXPOSED TO VIEW G O A10 PROVIDE. WHITE FACED VAPOk BARRIER• SEE SPECS. V N - ----------- U t - --- `�� 6. CONCRETE FLOOR SLAB - SEE STRUCTURAL DRAWINGS AND ' Pz- ��lll •1:8-p' SOIL REPORT FOR EXACT CONFIGURATION M P -`- - O 1 7. LINE OF COLUMN FOOTING BEYOND - COORDINATE DEPTH t,o parapet - _.............1.. .... ...........................»».»».............................»_ ...............__.. .....»»............................ �J k- �� AND CONFIGURATION WITH STRUCTURAL DRAWINGS 8. EXTERIOR MASONRY WALL - SEE PLAN LnW I I lel I 9. STEEL COLUMNS - SEE STRUCTURAL DRAWINGS - SEE W ��.- - -- , SHEET A2 FUR FINISH 0 a N 1 10. OFFSET FOOTING MAY OCCUR - SEE STRUCTURAL DM+CS.-- O I -- -- - 1�` 16 j 11 MEMBRANE ROOFING OVER PANELIZED ROOF SYSTEM - SEE Ir O 'b i i SPECIFICATIONS FOR MEMBRANE ROOFING Q 41 G J `.i 12. PARAPET BEYOND 13. NOT USED Ce REEIVING I o O soffit / I I j I� ........._.........................i ......_.--- - n0-8- 14. 1 3/4* EXPANDED POLY INSULATED BOARD Z) l A .1pa'-b' t.. I i C ............._......_.....:...___........_..........................-....... 15 4 15. SEMI RECESSED HEAD z I I ,Oa MAIN SALES AREA q ; i ; o�eN 1 __-_ o'-4 z ADI I _ 102 I I , c o OpennaG 16. STRUCTURAL SUPPORT - SEE STRUCTURAL DRAWINGS O 1 I 3 Gyp cal I I , VESTIBULE I 17. ELECTRICAL PANELS N liIndi6oh-1O10" 0' ---� } Pi 01 __._._.__...._.»........ ..............._'I ......._____D.. 1B. TYPICAL BRANCH LINE (H OLE TIGHT)..._........__ ■OopeO 1111119 UPRIGHT HEAD .IO -O_ IL I4 .... �... ln. FI00r Ine 20CROSSAAIN (HOLD TIGHT) L--- 05 I2 �\ 21. RISER NIPPLE TYPICAL C".ANTENNA MOUNT BEYOND - SEE DETAIL 02 AND 03/AD3 A BUILDING SECTION 2.0 3.0 4.0 5.0 a oq I' AD3 i A Oq I I A10 f AD3 + u I I GENERAL NOTES : 1 1 1 1 1 Iq b ' S 1. EXACT SPRINKLER SYSTEM DESIGN, SIZE AND HEAD PLACE- MENT -�( J --y '� 5✓� � 5D� CULATED EQUIREMENTS.KLER THE SYSTEMOCINDICATED CINCPLAN �^ 601 IS SCHEMATIC AND FOR GENERAL INFORMATION ONLY. be�ona q � ��y U SUB-CONIRACTOR TO REVIEW SPECIFICATIONS, GOVERN- MENTAL REQUIREMENTS, PLUMBING DRAWINGS, CLIMATE typ tai q COND111ONS AND ALL GENERAL NOTES LISTED ON SHEET yj tyOcal A2• F- • RECEIVING < • MAIN SALES AREA 2 MOLD ALL EXPOSED DUCTS, CONDUITS, PIPING, LOW BAY p 03OZ LIGHHTS, ETC.TS HIGH ASOPA MIN. OF +17'-0- ABOVE FINISH FLOOR i ti MOM JL 14 r---� L-----� 11� LrA---L,----J T- 14 z L___J ;O �� OJfi IC • ■ tyP'Gal r SDI tyP G01 B BUILDING SECTION • ■ KEYED NOTES : I� 1. CHAIN LINK FENCE WITH GATE 0 I t qD' t 2. CART BUMPER - SEE DETAIL 07/AD2 Q1 3. VENDING MACHINES - BY OTHERS i �.,- 4. TERMINATE ACCENT AT CORNER ❑I I f I j f I I I 5. RECESSED FOR DRINKING FOUNTAINS III 6. TEMPERED CLASS (CLEAR) IN DARK BRONZE ALUMINUM FRAME T4 II , I III f i $romaCIO 0 7. CORNER GUARD � I I I j o f 11 ; ► ►: I a IV! Q --r-= i I ( I t ! I I B. ILLUMINATED SIGNAGE Ly I I - I , I - 9. PROVIDE 1'-0" RETURN OF G-P. BD. 10. GYP. BOARD CONTROL JOINT t ( I I I 11. S/B' CD PLYWOOD - PAINTED Z f6 I ' I I I 12. 4" GRAY VINYL BASE BY C.C. I� - � 13. ELECTRIC DRINKING FOUNTAIN ' VINYL BASE 2x 8 SEE14. DOUBLE AR. BUMPER - WTH 4 _ _................».. .»»......................... 0 __-_ --- DTAI06/D2 Ybo 101IiL of mom sole` W 1Q ; ; O 15. SUSPENDED CEILING SEE SHEET A5 AND A5.1 Z "J 1 I I 02 AD2 16. END OF SOFFIT �'b o. eolllt -- -- - - _ ---- _. t.0. rrndorr t a``" \ ! / Qq 14 ADI 2 2 a ,`,T L ,,•t', .,..T C i "� fid .:.•' �� V., >\ C U REED 3123 oo'-o" - t= J L�� I • S OTTSDALE, I¢0 A • Z'1lnilh IIOOr Ilse � . ` ti (�? 1 1 14 IDB 2 1J ADI h'ad 4nv o _ VT O ' b A1� SCALE: I/4" C-O" GENERAL NOTES F P`D� Continued E D 1- UNLESS SPECIFIED OTHERWISE, ALL INTERIOR SURFACES ■ ■ (VERTICAL) SHALL BE PAINTED COLOR /2. v ° I 2. ALL GYPSUM BOARD CEILINGS SHALL BE PAINTED SEMI- - GLOSS (WHITE) U.N.O. « o 3. ALL PAINT COLORS TO BE VERIFIED v O s D 1 =�o 4. ALL EXPOSED WOOD STRUCTURE TO BE PRIMED PRIOR 70 Z11� a I 7 1 2- o ° COAT PAINT APPLICATION - SEE SPECIFICATIONS ;, I ,. ° 10 10 �rq-} I 5. COAT INDICATES DUNN-EDWARDS / P AND L INDICATES O '1°,- l_� 4 ® t PRATT-LAMBERT v I 1 E.11 Uj I&LZL I > ° ' 1 , Y5. frill co v ° U 4 l< Cf) LU °C � V• 7 t? ° 013 n ° z 1 I S Z a o f p z `�✓l ; 1 O ,. C.O dock doors ...........»..................»........................ ............»....................................»»..».....................»..»..»........»»...................................................».............................. I 10 4 ----_-... - _-- -« Dp'-O A .».........»......................... .... ............»...............»»...........»........»..............».»... »....»»...........»........»»»....».................».......»........»..»»».».............».».....»....».....».».»....»»..........»................................. _ ._..._... __ -.- -- _.-_ D w r °E ® COLOR / FINISH SCHEDULE: " o _...._....-...» _ .._ ._.. ..........._.. _..__._._.__._............._........ _ -....._ 1 Z 108'-0" 3 1 75 _" �- W -T.0 : 6 q 2 I 1. PREFINISHED ANODIZED (DARK BRONZE) ALUMINUM STORE c °r. t o palm tronsltlon --- FRONT g o= u 2 I I t z 2. D.E. SEMI GLOSS UE-1079 L1 'NEW FANCY OR P AND L E c /2309X GRANITINE" - 3. D.E. SEMI GLOSS 11497 PET9MAPT RED MATCH KENTILE ■ ■ I FEATURE ACCENT CHERRY RED' 01497 (XD BASE +4HY) r---1 r----1 I I I I I I 1 4. D.E. FLAT DE-1079 L.1 'NEW FANCY' OR P AND L p2309X Jab No: / • t GRANITINE 93451 L---J i i___� / % L-1 \ 1 5. D.E. FLAT 0E-1095 L1 'IRON MASK' P AN, L 2239X , GIGS' GRAY" / iOC'-O'_ »................».................... / -- - -- - Sheel No l n ph I!oor Ilns -------- - --- 6. D.E. SEMI-GLOSS DE-1095 LI 'IRON MASK' CR P AND L Date: 10 JUL 93 02239X 'GIGS' GRAY' 7. CEILING DUCTWORK, PIPING, STRUCT., ETC. - PAINTED Scale: SEE PLAN A10'BRIGHT WHITE' 01 INTERIOR ELEVATION Drawn: � �>n 5W DAR I MOUTH 51 RFE1 - ----- ACP I,? (IF 4R 10 Continued SCALE Iia" = -O" Checked: KDR WED JUN 16 18:43:09 1993, THOMAS H., 451-A10.DWG --^ ■ �� ■ ■ I ! 11 I f �1r1fII LEGIBLE THIS NOTATION. �I III I I III IIII III i11T I-III-I fII-I 1I ISII II- 190 g 4IF THIS DOCUMENT IS LESS -rfI 1111111 111111 III 111 I�[111'IFHAN 4 APRIL 73 IS DUE TO THE 0 IT - QUALITY OF No 3e &-mqw- THE ORIGINAL DOCUMENT. o� IIIIIIIII iIt,,II , ,-4, II► IAFi,II I I1IIA�� I�I�Il111 i,I7'e"311 llllyl711,, l�-l,Illflllti, fIIII IIII III►11-111IIII11I 11114�II�i-I��Ih�I��IIITIIf11 '111 11Qi� 11111111Illllilll►i1��1!Ull` lWll�9 � llllllli` 'Ill I IIIIl,I��N�II I i KEYED NOTES: Ln (V 1. 4' VINYL BASE - SEE FINISH SCHEDULE 00 2. MASONRY WALL W/ REINFORCING - SEE S,.IUCTURAL �-• ry DRAWINGS Q 3. SUSPENDED ACOUSTICAL TILE CEI,ING - SEE REFLECTED L.L.I Q CEILING PLANS SHEETS A5 .AND A5.1 _ 4. FOOTING OFFSET AT ADJACENT BUILDING - STANDARD FOOTING IF FREE STANDING - SEE STRUCTURAL DRAWINGS ,' O (CONC. FOOTING - SEE STRUCTURAL FOR SIZE AND REIN. j - AT SIM. CONDITION PROVIDE OFFSET FOOTING) U N 5. ALUMINUM STOREFRONT c r 5. EYIEND 5/8' GYP. 0D. TO DECK (M.R. WHERE SCHEDULED) < p I r 7 REINFORCED CONCRETE SLAB W/ W.W.M. OVER BASF - SEE 0 t STRUCTURAL ')RAVINGS AND SOILS REPORT S. BULL NOSE CAP W N C) W 9. BATT INSULATION WITH WHiTF FACING - SEC SPECIFICA- TIONS KRAFT PAPER FACED WHERE SUSPENDED CEILING Q N OCCURS) O 10. SOUND ATTENUATION BArTS - SEE SPECIFICATIONS z 11. VERMICULITE INSULATION FULL HEIGHT AT EXTERIOR MAS. WALLS (TYP) 2 12. MASONRY WALL - SEE SPECS. AND EXTERIOR ELEVATIONS FOR FINISH cr 13. MECHANICAL DUCTWORK Y O z 14. BOND BEAM - SEE STRUCTURAL DRAWINGS p Oa 15. ROOF TOP MECHANICAL UNIT BEYOND - SEE M1.1 N Soo oiwlloto�* 1&%h 16. 4' CANT STRIP WITH "FRY' 'TYPE REGLET AND FLASHING ON 1/2' EXT. GRADE PLYWOOD NAILER SEE DETAIL 09/AD3 • ■ j 17. 3-5/8' METAL STUD` AT 16' O.C. - SEE ARCH. AND GSN 1 I 18. GLULAM PURLIN -1 j j 19. 3-5/8%18 GAUGE BRACING AT 10'-0' AND 16'-0' A.F.F. I I =5 3 20,CART BUMPER - SEE DETAIL 07/A01 21. MEMBRANE ROOF SURFACE OVER PANELIZED ROOF SYSTEM 22.CERAMIC TILE WAINSCOTT TO +4'-0' A.F.F. WITH - , B ULL- 1 �I I NOSE CAP AND CO VE BASE - SEE SPECIFICATIONS ADI -'��` 23.6' METAL STUDS AT 16' O.C. WITH 5/8' M.R. GYPSUM % BOARD EACH SIDE 1 1 ! + t o Deo^n 124.1/2- CEMENT SCRATCH COAT OVER M.R. GYPSUM BOARD Z vOr�b •Y . 1 � r• �l..j __ 1_- g [ i i i ` /' •1 r CERAMIC 25. 11 -- SEE SPECIFICATIONS - -�- 1 CE LE A..• 1•. i t. �. ( 1., �. �/ A J 1 26.'POLY-DRAIN" TRENCH DRAIN - SEE DETAIL 20/A02 • j \t UJI �' •' I 27.BLOCKING - SEE DETAILS 10 ADI AND 19 ADI w i I 28.PAINT BACK SIDE OF PARAPET WITH V.I.P. COATING LAST-A-COAT 08100 ELASTOMERIC COATING OVER 10OX j le 4 ACRYLIC BLOCKF1LL) 10 ID � 10 .. I 29.1-1/2' STRYO-STUO 30.CERAMIC COVE BASE 0 31. 1 3/4' FXr ANDED POLY INSULATION BhARD I I I 1 I I I I Iq 13 Iq 0 0 0 W t- I I I I I I I 0 -r I 2 � II 0 0 = o � I b 19 I•I ��' 1 �.-- - --- ADI 0 i J I ADI 0 /X\ I .nr- Ob (D (o _ ...........................�.............. ,- ......N. . .................................................................................................................. .. .... •O, V 3 � 0 0 0 Ob s9 5 0K 'X2ED 0 :4 934 `�/ 3123 �rJ • SCOTTSDALE. A' • 0 �aSDI SDI r�c1d ■ ■ � '01 v •Y 0 to 1 I V l • T 30 30 1 T i qo a �l ...................... I o �•� T 1 Z • ...I.. Iol A. . --- • I finibh 1'IOOr line O ' n rn ! o Ii r ) c�� ' ,W1 0 ib �b $v 00 • I un "^ G O � o n \` 1 J o i J E " - ------------------ C O V oa0ii n P S V.^u oE � c no u A WALL SECTION _ • A�� SGALC ;,A ■ r-O' Job No: 93451 Date: 10 JUL 93 Spee; I>. 7 ;iu_I SW DARTMCIU7H STREET Scale: SEE P' AN Ali Drown: Al:f' Checked: KDR WED JUN 16 18:58:54 1993, THOMAS H., 451-A11.DWG s. ' 7F THIS DOCUMENT IS LESS �II`-TIIqIfI;SIIII II�lil III9I III IIII IIIIIIIIZ 7['I� I6-III-ISI�I I�IIIIII�Ilil�III IIIIIII IIII.I 9 9I_II il.l _IIIiIrItI®II�I•I•-I�I.I�� I !IIJill I I � �� 1Tuw•iIl l' I APRIL 23 1994LEGIBLE THAN THIS NOTATIONS 41�_ 14 V �l ]T IS DUE TOTHE QUALITY OFNx WE ORIGINAL DOCUMENT. 1-111-11 i 9 II^II-II�III�IIIIZIIII II8IILIIII1IIIAII IItwill, IJII1I�IIZII-II I�II^lli1-II-I1IuI-III1IIIBI'111111111 I IIII1II�IIIIIII1II9J « ill uului1l,uuuL1 1 » uu,lii r K F Y E D NOTES: - N 1 4' VINYL BASE - SEE FINISH SCHEDULE 00 2. GUTTER - SEE 13/AD3 t- N � a 3. 1-3/4' EXPANDED POLY INSULATION BOARD - EXTEND U 2'-0' INTO SLAB W Q 1 4. 5/8' GYP. BOARD OVER 4' METAL STUDS (WITH 1-1/2' O j N RIGID INSULATION) AT 16' O.C. TO 6- ABOVE FINISHED WRAP REINFORCED MESH AT REVEAL--- I CEILING (U.N.O.) ~O Q �j 5. DOCK LEVELER W/ WEATHER SEAL - SEE SPECIFICATIONS 6. MEMBRANE ROOF SURFACE OVER PANELIZED ROOF SYSTEM r OI 1 7. 6'x8' HIGH CONCRETE CURB - SEE DETAIL 05/ADI < O r i A1= 8. METAL I � CAP FLASHING 24 GA. PAINTED W 9 FRONT SIDEWALKQ� t a parapet L_ Lu tri varie• I 10. MASONRY WALL W/ REINFORCING - SEE STRUC. DRAWINGS W1-1/2" 1-1/2" , I i� see elevation• _..__...._......_.._.._.... V h 1 11. SUSPENDED ACOUSTICAL TILE CEILING - SEE REFLECTED ¢ N CEILING PLANS SHEETS A5 AND ASA C 1 12 COTING - SEE STRUCTURAL DRAWINGS (GONG. FOOTING Z - SEE STRUCTURAL FOR SIZE AND REIN. - AT SIM. w I CONDITION PROVIDE OFFSET FOORNG Y :2-'/2" FOAM WITH SYNTHETIC STUCCO 13. ALUMINUM STOREFRONT Q 04 Ail - 14. HIGH LIFT OVERHEAD DOUR - SEE SHEET A8 FOR AD- �1 "1 I .5'-b" I DITIONAL INFORMATION J -�-- 1 Y o q,o/ reveal I.•.... 15.PAVING WHERE OCCURS - SEE SITE PLAN ! CIVIL Z 16. RFINFORCED CONCRETE SLAB W/ W.W.M OVER BASE - SEE I STEIJCTURAL DRAWINGS AND SOILS RtYORi N I/�' PLYWOOD 1 � 1 17. CONTINUOUS 1/4' BENT PLATE I ■ +J. BATT INSULATION WITH WHITE FACING - SEE SPECIFlCA- ■ TIONSKRAFT PAPER FACED WHERE SUSPENDED CEILING OCCUR) 19, 6' CONCRETE SLAB AT TRUCK DOCK 20.WALLS UUIE INSULAl10N FULL HEIGHT AT EXTERIOR MAS. O/ I e 13 13 _ _ b REVEAL at CANOPY W ( ) /\`-'%�� 21. DOCK SEAL - SEE "^ECIFlCATIO IS ---- 0 4 -- 22.DOCK BUMPER - SEE SP£CIFlCATI NJS SDS AD3 -___ \ _ \� SCALE NONE 23.MASONRY WALL - SEE SPECS. AND EXTERIOR ELEVATIONS --- arise ---too roof Ip an } FOR FINISH vanes - see roof pion `. 1. t . _....._. 1 Y 1, 1 Y to masonr I :; I v I 36 y 1 '1 I1 24.FRY DFM 75-75 PAINT TO MATCH SOFFIT y 04 I ■ •. L. t I „'! .._...«A 25.BOND BEAM - SEE STRUCTURAL DRAWINGS Q •. \ :i. ♦ �� AIS - 1 I 26.1-1/2'Dx4'H REVEAL v1 _.._.._ 30 6 6 I �5 18 1 5 I > CL of reveal , , I 1 1 / / / OL Ir C I - i , 18 27.STU Y FOAM ON 1 9' COX PLYWOOD W SYNTHETIC W TTTT I ; STUCCO FINISH �b /,, EXTER OR WALL FOAM COX AND SYNTHETIC STUCCO FINISH \/ `.;' ,� �� 29.il' HALF ROUND 1/2FOAM a I ..,.a„"•, A 1SEE STRUCTURAL A. { ; `--- ---� ---'-- ---- LEDGER - �. 30.4' CANT O 31 O ! 31. 2x6 SUBPURLIN - SEE STRUCT. y O 36 bas 18 Z3 O I \ / 32 PLYWOOD CATWALK - SEF SHEET A5 FOR SIZElit v 33.EXTLRIOR LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS I I I I L L 37 10 34.FRY PCS-7.5-U-400 PAINT TO MATCH SOFFIT 35 505 I Q p 35.GLUT AM BEAM OR PURLIN 0 36.6' BATTS I 37.4x TOP PLATE - SEE STRUCTRAL cV 1 38.2x6 PONYWALL WITH 1/2' COX PLYWOOD I I I I 14 _ 39.2x6 AT 24' O.C. Q 40.BRACE AT 8'-0' O.C. - SEE STRUCTRAL FRY PGS-75-V-400 - PAINT 4" 41.LIMIT OF CONSTRUCTION b" 42.DOUBLE 2'x S' CART BUMPER AT ENTRY VESTIBULE - SEE 1 0 DETAIL 0 D1 43.CENTER LIC41ON CANGPY -- SEE SHEET AS Z 3/4' POAM W SYNTHETIC w r1 v n n m STUCCO 44•SEE S1nJrTRAL Fr';i FRAMING / BLOCKING N FRY DFM 75-75 - PAINT 45.8' THICKENED SLAB AT DOOR - BEYOND - SEE DETAIL 17/AD3 I : 10 tY .o MCI;- 44 ya g GENERAL NOTES: I 25 17 1. GENERAL CONTRACTOR TO PROVIDE 1) 2 SAND LAYER SOFFIT at WALL AND (1) 8 MIL VISouEEN LAYER OVER 2 ABC - PER O 03 10SOILS REPORT, SUBBASE PROVIDED BY OTHERS 5GALIE: NONE `^ Q 44 qk 03 3q 3� AIS i o bottom of soffit O� _ b i �o AIS - 0 43 33 �8 34 �4 _ 14 -� bA 2-1/2" FOAM WITH 5YNTHETIr, �3 4 0 STUCCO ON 1/2' CDX PLYWOOD AD2 8" HALF ROUND WITH SYN- Zxb'! AT 24' O.G. - SEE /If♦ THETIG STUCCO - PAINTED STRUGTJRAL / 1 % 1 � 1 08 ----- ----------------•-----------------------� Ob / ADS - ` �� entronc• 08 `. Ah sea elevotlon _ 83" deeF_.4 74' wide % to verlfy requirements Ib `1 xx` f7 w/manfrj I ♦ ■ ■ +10�0'-O" j 1/2" DEEP x 3/4" DRIP Y 11n bh floor line i - - --- - Y Iinish Floor line - 16- - ° Y YNTHETIC ENTRANCE i :2:2 ° ° 3/4" FOAM WITH S . . . STUCCO 13 . +98'-_4 1/2" -�i \ � :• I I C Y flnlsh floor line ►i \ I 12KOOT 3FED I I I ` lg.c. to verify �� ; •. I , re uirements s I / 1 1 • SCOTTSDALE(pPIZ A . - en D,ce a EDGE of SOFFIT02 , ` w/monfr) I �� J ♦ I , n- SCALE. NCNE fin (�Q�\} ..� -_....._.......L....... 1 1 Y 0.0. mosonry sill I 1 , 1/4 s °. j 4:2 +qb'-I/.'Y' _ • � I 1 , 1 24go. GAP FLASHING - PAINTED 1 1 _ 'l'b -�- _- I I var es , WITH RETAINER GLIP3 AT 37" or_ 41 i Y ►1 1 h i x+ • a o DOUOLE 2xb PL. ' a I q 7 1G I 1 1 slope I/Ib" pe ft. I I b . I� 1 O0 00'-O"Ihlsh floor � w bavi-wgs. I I I I 1 - --7xb's AT 24" O G. �A J - - ............................. O a� I� W / s- ♦��15 O O %%% S �% A. O° j /S CDX PLYWOOD ° n .... ... .. .4WOa.F.,.. .... .. .. .. .... .._ ... .. .... ... _.. u ♦ y �� ♦ �� o c 45 Q7y e° '1 --------------' -� \� �♦ 2-I/7" FOAM WITH SYNTHETIC ' ! ' � o o a STUCCO 1 3 I m �` • �..' Q `off u J ; ^ x\` ��♦ SPI ) -FLASHING AND COUNTER w T 5P I PLASHING u C 2 u `\ 12 o i -------------- - 0. NOTE: ° Q PROVIDE MIN. 4" LAP ON P`o SEAMS - CAULK. o E °' n A WALL SECTION B WALL SECTION C WALT_ SECTION NOTE: {) _ AT SIMILAR CONDITION SEE < Job No: ) A 12 scALE 1'-0"3/4" : -o" DETAIL 10 A AND B SHT AD3 A 12 3;4" _ 1' --- -4" ^00VoD CANT 93451 Gate: -- Sheet No: 17 JUN 93 Scal.: SEE PLAN Al2 7t-.()() SW Dor TMOLJTf1 SI PEE1 01 PARAPE•f at CANOPY _ 1 nF 4 n - --- -- -- Drawn: ACP - Checked: KDR SCALE: NONE THU AIIG OS 12:25:27 194;. Tbt()lafk^ H.. A'' Al2 nwn r l W IP THIS DOCUMENT IS LESS ?II IIIIIII IIIIIII 111 Ill Ill III III III I If111 TT r1 I-Il 111 rIr I 1111 111 IIr I ill I I III III III III III III III I I IIIIIII';III III III III 1111111 III III IIIILI ' 1 I I I I T 4 I I 16 I I 18 I u 1U _ I 11 1Z APRIL 20 1994 1 LEGIBLE THANTO 'PILI.: NOTATIOF, ��-- ___._��_..�� _ IT IS DUE TO THE QUALITY OF' _ No 3e Ox, •_ THE ORIGINAL. DOCUMENT. -7 - T11111311171111911 - 14 Z T L ftw, T11611TI, 8 TLA T 9 T 1 Z T ]11 T 111T191L 9 9 t-7 III 11111111 IIII�II11 IIIIIIIII IIIIIIIIIIIIIII ILII ILII ILII ILII II IIII�IIII ILII ILII ILII ILII 1llllWl l,�lll lllllllll llllllLlllll1il1111 llll�llu u 111 Illl�llll illi ILII IIIIINIII HEADER SCHEDULE i �\ 5-1/2" BATT INSULATION MAY OCCUR N o 0,,\ 'W' OPENING HEADER-, SEE ROOM FINISH 5GHEDULE bLU-LAM SCAM - SCC PLAN---- �;�aTT INSULATI - _ -ON MAY OGGUR t '' `t1 r - - 6'x5/5/8"x588GA.8 (.. ..}I -w.,�;.. .. t _ _ 'I ' : •..IIr ' "A W s t 0 (2) GA N Face of tank to lace o} cmu W ' .,,,t!`•:1' 1':` :/`t.r` 1 , ;,, /, -- C 20'-0' < W s 28'-0' (2)8'x1-5/8"x18 GA. 's \, TANK DISPLAY - SEC EQUIPMENT- ; ¢ O 0 r \/ �' \ / COORDINATION SCHEDULE " ! - 15/8 x 206A BRACE AT C SEE F 5H - -- - --� - U L) 3 5/8" x - FOR WALL FINISH INI �� SCHEDULE ON 5r+CET Ab 5UBP'URLIN SEE P AN `f3-5/5" °p r L -� D TT INSULATION _ b" x 206A. METAL STUDS �- i O _ r o o; 3 5/8" x 15/ �\ �i' J1 AT 16" 0.G W/ 5/8" GYPSUM BOARD -MCTAL CORNER BEAD EACH SIDE •"----' ' AS SHOWN ' PURLIN - SEE PLAN i O i �`�-,= ; u , W 7 5/8" 61T BOARD ON 9 5/8" 10.1 -SECURE TOP TRACK TO CL6 GRID 5i8" GYPSUM BOARD GEILIN6 OVER 3-5,'£" I I METAL STUDS AT 24" O.C. I} MAIN SALES I »-i Clear Q METAL FRAMIN6 AT 16" O.G, U.N O - PAINT- TEK SCREW TOP RUNNER TO--� PROV'0C CONTINUOUS TRACK u' AT TOP AND BOTTOM O ^� CD WHITE (T+'PIGAL) UNLESS NOTED OTHER- b L.B. AT 16" O.G. I I --~—� 0 W!5E l o l I I 0 Face of ruovor to FOG* of Gmu z 5/6" GYPSUM BOARD OVER METAL STUDS AT Ib" O.G. - SEE SHEET A2.1 r ---� -- 5/b" GYPSUM BOARD OVER MIL. RUBBER FLGIORIN_6 i SEALED CONCRETE N = � 3-5/8" x I-5/8" STUD BRACE AT � � x I i 32" O.G. TO WALL - Op TTI i LIQJ I - - .110'-0 - -- - f' I V STIBULE SIDE fln. Glg. helghc Y o 0 I I SUSPENDED GCILINS - SEC r - SCE PINI5H SCHEDULE FOR FINISH Z I I —SHEET A5 DOUBLE STUD HEADER PER SGHED CN 4" COVE BASE WITH CONT. m � I SUSPENDED TILE GEILIN6 - 5CC SMT. 4" VINYL BASE NOTE: A5 t A5.1 FOR LAYOUT SILICONE BEAD ■ TYPICAL .AT ALL DROPPED GYP BOARD IIILIIIL� IO"1'-b'' GCILIN65, UNLESS NOTED OTHERWI51! — — FIBER FILL 5EC DETAIL O5/AC2 FOR CONTIN--� �0 DETAIL at GYPSUM BOARD CLOSURE �j DRAFTSTOP at MAIN SALES HEADER at ENTRY VESTIBULE DETAIL at INTERIOR PARTITION WALL SCALE. NCNe � " SCALP. NONE -- �� — SGALe. NONE - 08 SCALP. NONE OL�. SECTION at FISH TANKS SCALE. Norve EXTERIOR MiAa,ONR! WALL o \`�\ 3-I/2" FOIL FACED BATT INSULATION SEC PLAN POR EXACT LOG. MGC DOWN BETWEEN 9-5/8" METAL r - 4x6 WOOD BEAM - 5CC STRUGT. o STUDS AT 32" O.G. PLYWOOD ROOF r __ OC PROVIDE CONT. 2x BLOCKIN6 -. 13/8" x SOLD WOOD BLOCKING - W,' � I/�" DIAMETER x 3-I/2" EMBEDDED BATT INSULATION Q o J _............ N EXPANSION BOLTS AT 46" O.G. it z DOOR JAMB BEYOND - SEC CART BUMPER - SEE SPECS PLAN BOSTON BUMPER SERIES ■30 Uj Uj -_- - -- - - BATT INSULATION OVER SUSPENDED / - BRAY � I GEILIN(S - 5CC REFLECTED GEILIN6 PLAN / I ._ ;_., S 1 _ _ W/ 5/8 GYPSUM BOARD IMPACT DOOR - (SEE PLAN) — BEVEL AT 46 DDmItEL"S A 516" OC,�: 5/5" x 206A METAL STUD q �. - �* AS SHOWN U I I I 1 I , 5/5" 6YPSUM BOARD BOTH ;', o`,r,,,.•.:"'•.......,.", SIDES OVER METAL STUDS cv_cc�_=❑r_.:: cc _c .c. _:: __.._.. AT Ib" OZ, UNLESS NOTED 1 : r ''...... MAIN SALES OTHERWISE .III-O" EPDXY FLOOR GOATIN6 .• (5EE SPECIFICATIONS) /INYL COMPOSITE TILE OR ►1n. ceiling r . ..._ � ..f ... \ NON COMBUSTABLE AREA D RUBBER FLOOR N6 OR \ CONTINUOUS SLIP TRACK CONTINUOUS CAULK j 4" VINYL BASE - BOTH SIDES �< < I I 1 I I I ,110'-O" (DBL. 2x8 CART BUMPER AT CART E _ _ ...r' 4 VINYL BASE SC ....._....-_....................... I/4" BLAZED TILE (THIN SCT) OVER /�" I f _ 3-5/8" x 1-5/8" STUD BRACE AT SCRATCH COAT - WITH 5/5" MR 6YP. FINISH WALL SURFACE M.AY OG- n g h g DETAIL 06/ ) • ' :. ,,,TORE bE WITH ^ ¢ GI eI ht '. - -.— T BOARD 1 GUR - VERIFY WITH PLANS 32" O.G. TO WALL a5 6" I , I HEADER SCHEDULE SCHEDULE I/1 DOUBLE STUD HEADER PER SGHED.- - �J Fl �J FULL HEIbHT SC'JNp BAITS— 1 'W' OPENING HEADER WHERE SCHEDULED j 3-5/5" FURRINS OVER MASONRY W/ A W s 12'-0' (2)3-5/8'x1-5/8'x18 GA. SWEEP MAY OCCUR EEE ■ ■ NOTE: SPECIFICATIONS I I/2" STYRO-STUD tv�.a6 - B 12'-0' < W s 20'-0' (2)6'x1-5/8"x18 CA- SEE SHEETS Al, A2.1, Aa AND A10 FOR VARIOUS INTERIOR STUD - C 20'-0' < W s 28'-0" (2)8'x1-5/8'x18 CA. HALL AND BUMPER CONDITIONS L'1 SEE DETAIL 16/ADC FOR GOFIT. --� .19 TILE FINISH at EXTERIOR MASONRY WALL .15 r SLIPTRACK at ROOF DECK — �HE�ADER. / CEILING at VIEWING _ CART BUMPER DETAIL RAISED UP EPDXY FLOOR SCALE. NONE USE 6' WIDE SLIP TRACK AT SIMILAR CONDITION SCALE: NONE 11 0 7 =— — 0 3 SCALE: NONE SCALE: NONE SCALE: NONE I 1 C CONTINUE 6YP5UM BOARD IJP STJO Q WALL. - ONE SIDE TO UNDERSIDE OF � .r.:;" 1 DEGKIN6 AT SHOWN WALL CONDITION MAY VARY - SEC- �i' SEE DETAIL 15/- FOR CONT- ABOVE `1 PLAN above - SIMILAR I-3/8" x SOLID WOOD BLOGKiNb - '�O � ••'" `` 5/8" 6YP. BOARD OVER CONTINUOUS - PAINTED SOUND BATT INSULATION r' it "1 .••_•..• _::" :••1 6" METAL STUDS A-. T , ,,......, ,," �'.'". . . FAGCD 3-I/2" SOUND BAITS I6" O.G. „ r r ::;;• I ;''':• /", /•, ,^, /"•; �� , 2x8 WOOD BLOGKINb CONTINUOUS AT T� 5/8 bYP5UM BOARD r r { 1 / : J, -OFFSET 3 5/8' S/8' 20 a. META CURB BATT INSULATION OVER SUSPENDED O'✓EP: 3-5/5" METAL rr0 rrr j .' STUDS 2" W1TH ■15 SCRC 5 AT 12"L . :, 1 GEILIN6 - SEE REFLECTED GEILIN6 STUDS AT Ib" O.G. 1 r' ".r' OG. STAb6ERED / --.pI AGONAL BRAGS A I r''.........:''`•.....;�'',....`i`•. \ ..... PLAN `�'' }..�!�, rr :-:..1 32" O.G. .... +110'-0" 1 p r I• ^;4 r I"•., fin GI hei ht DOOR - TYPICAL (SEE PIAN) DOOR S7CP .110'-O" }••:::' , I g g CONTINUOUS SEALANT Fin. ceill g FULL HEIGHT BATTS - n 1 +lOq,+6.� b.o. ao flt 1 !. + DOUBLE 2x8 WOOD CURB WITH EASED tttt SLOTTED CONNECTION 1 +IOa'-O" ORNER TRIM ED6C SAND AND FILL PAINTED TO f FOR VERT. MO/CMENT ! i \ -—---� MATCH ADJOINING WALL t' VINYL COMPOSITE TILE OR -- "0 /In. G*Illn finish Calling :, t '•- ; :., 1 1 ceiling SHEET VINYL PLOORIN6 OR I _____ :ZO 3-5/8" x I-5/8" x FOGA. METAL STUDS RUBBER PLOGRIN6 CONTINUOUS CAULK b.o. telling jO j \ 1 ADI AT 16" O G. W/ 5/8" bYPWM BOARD I I - . I Oslm. FULL HEIGHT SALES SIDE DOOR JAMB BEYOND - SEE SEC DETAIL 10/- FOR DOUBLE STUD HEADER -R SCHCD. O 1 1/4" GLAZED TILP_ (THIN SET) OVER 1/2" HEADER SCHEDULE 1 I O r.;:..:.. 4 VINYL F)ASC AT CURB bRAY PLAN - Pc •..;a••:.:.. SCRATCH GOAT HEADER SCHEDULE 'W' OPENING HEADER •�j.-10"T'-b" _ _ 1.:,_."' icOl I" TRANSITION STRIP - HOLD � ■ �` b.0 60FFIt —~ P A W s 12'-0" (2)3-5/8'x1-5/8'x18 GA. UNDERCUT DOOR AS REO'D.-- FRONT OP STRIP AT DOOR 12'-0' < W s 20.-0. STOP 5/5' B (2)6'x1-5/8'x16 CA. J OVER WATER RESISTANT GYPSUM BD O• SEE DETAIL 16/AD2 FOR CONT, C 20'-0' < W s 28'-0' (2)8"x1-5/8"x18 GA. ' OVER M@IAL SIDS CONTINUOUS CORNER BEADINb FLUOR@SCENT 1.16HT MIXTURE �l1(�iro.REED - SEE ELECTRICAL DRAWINGS [�� 3123 .18 TILE FINISH at INTERIOR STUD WALL .14 SOFFIT at MAIN SALES _ �0 HEADER / CEILING at ADOPTION — BUMPER at CART STORAGE _ TRANSITION STRIP , , SG^LE: N SCALE: NONE SCALP: NONE SCALP, 02 NONE SGALC: NONE �j �v / DIA60NAL TIE AT END OF CL6. Ib PLYWOOD ROOMING Q WHERE PULL HT. WALL DOES NOT 9-5/5" x 1-5/8" x 206A• METAL STUDS ■ � � OCCUR 5D2 ,__� AT 16" O.G W/ 5/8" GYPSUM BOARD 12 6A. TIES IN BOTH DIRECTIONS r 1 \4, ,. ....»............................................. ..—-— - - - - a«i vorle■ FACE OP WALL SEE PLAN g ' ;; / �; b.o. d*ck EC L ETAIL IS/- FOR CONT, C AT MID HT OF! COMPRESSION STRUTS : - --- 5@E NOT@�. ^....:._. :•......'....,�. • �...:•...; ° nu e � FACED BATT INSULATION •, : SILICONE CAULK - CONT. AL16N W/ PAGE OP WALL BEYOND a a o X - t5RAGIN TIES AT 40' 3 OG CA. 1 I - SEE SPECIFICATIONS (MAINTAIN 5TRA16'4T LINE) I pIREGTION 'ROVIDE SCREWS INTO I•. ) _ COMPRES° ON STRUTS PGR plAb. •,. :' --� 0 . � CAST-IN-PLACE CONCRETE CURB / MEMBERS YP. — I O 1 i !. 0 0 / - DRY SACK SMOOTH - W/ CLEAR Ce • I I 5TOP 6YP, BD. SHORT OF CHANNEL i �/ `' p 0 0 ° �/ SEALER q `o :.. _ a I - PROVIDE CORNER BEAD a�5 No. BAR HORIZ. CONT. - -- SEALED CONCRETE FLOOR V J o c$ FACED 9 1/2" SOUND BATTS fin. clg. height ° d I 0 ° a BRAGS AT 4'-0" O.G. (NU HORIZ •• n / I c , ` BRACE BETWEEN AT 4'-O" OGJ °' No.4 BAR VERT. of &'-O" O G. AND 1 V oSECURE TO ROOF DECK ABOVE 0 c 4" EF OXY STRIP FEATHER EVENLY uo:• 3" AWAY PROM END OF CURB. - 0 } EPDXY GROUT INTO SLAB TO B- PLUSH WI H CONCRETEo...... :.........L—ri w 0 0 0 NOTE: L� o SEE STRUCTURAL DRAWIN6E / b I I ° SILICONE CAULK - CONT, T u 0 ---- -- -- ---• - - - - - --- - `� [\�� 1 FOR EXACT ATTACHMENT 1_: ;' :` '+`,,`'+Y'`,,,t " VINYL COMPOSITE TILE (C-EE SPEC- --- .L E + --� IFIGATION5) 2 � GONPIbURATIONS. �.. �.. II C , •,I :: 11 mg - -- MASONRY OR STUD WALL WHERE ♦ I`r I +IOY b" I I i q o u r I ° I I V TOP OP 4" CONCRETE SLAB c c OCCURS I 1 bOt. OF sofFlt I l o o 3-5/8" 20 6A. METAL STUDS AT — _...... _. ' n n e Ib" O.G. I I man — GOMPRE551pN STRUTS SEE NOTES I DOUBLE STUD HEADER PER SCHEDULE I I I � a I I ON DETAIL 10/- ` r, (r I I a°u - -GLCv PER PETS 5/8" GYPSUM BOARD PI I 1 EXPANSION JOINT FILLER I + n > OR MEMBRANE SLIP SHT• D o ( NOTE: - CL6. HANGERS PER DETS AND I --- -- I II ■ ■ \ I. COMPRESSION STRUTS - MIN 3/4"• SPECS TYP. ` ,.....„t -110'-0” < .....................»_........_................,_............. -------- -- - Job No: l CONDUIT Finish ceiling (/ 2 MID HT, TIES NOT REOUIRED WHERE 1 1 �-WIDE - GGNG. J�451 CLEAR HEIGHT OM STRUT 15 5'-0" OR ......_.._........ „.—__'1i2tl_b� equal ectual LESS vUSPENDED CEILING furring j SYSTEM - SEE SPECS. I` EDGE BEADS TYP. DCOF2/ FRAME - 'iE� DETAIL 14/AD2 -- 6 --- Dole: - Sheet No: ........................................... 17 JUN 93 Scale: SEE PLAN 1 Drawn: - ACP 17 CEILING COMPRESSION STRUTS ) DETAIL at DROPPED SOFFIT SOFFIT at HEALTH SERVICE —__ ._, CONCRETE CURB at WALL 1 REDUCER STRIP at FLOOR -_— AD1 SCALE: NONE09 0 ----CONCRETE ----- ------- - -- --- --_�----------- � 0 1 ---- _ Checked: KDR SCALE. NONE SCALE; NCNC SG4L-. NONE SGAL@: NONE l 750(1) SW DAPTMOUTIi STPFE'1 � OIV AILG 09"15x10:34, 1�33�10MA� H.. 4451-AD�M)G - "--- ■ ■ " w ° t IF THIS DOCUMENT IS LESS Tfr 111111 III 111 111 111 '1 1111 III 111 I IIjT r fli IIl III 1 1111 III III TF I III 111 I 1111 111 111 111 111 111 111 I 11111111 1111111 III �I1 II�I11� III ISI i 111 LIr l � I1 1 I Ih I I � � �'f4 I � I � I � is I Ih I � Ig i I � 1 to I � 11 I 12 APRIL 20 1994 I I1' IS THAN THIS NOTATION, - - �-- 1— -___--- _� ___-- 1111111, 1111111 _ - -� DUE 'f0 THE QUALITY OF' No.36 �....V.T.-. .. THE ORIGINAL DOCUMENT. - --- -- - -- -- _ )III III )IInII )III 1111Ililllllll 11 illl�llll )III Illlllill 1111 III►�IIIIIIIII )III IIII�IIIIIIIII IilIIIIII1IIiI IIII1IIIIF,1111111,11,1,IIII IIQ 1I11�1111`1 �1►1�1►1�►111►11► ►Il►ll��1� i 1 11 11►► 111►l►�l1l;ll L 1►1 .1111 Q ; [Hill 11� ►111 III��1I11�NII t 1 _CCK DOWN 5C_'_- � 5/8" see �'oc- X5/8" I ■.• ^■:.^ ■ � s SEC DE-Al- II-AD FOR CON-:N 1 5R. Ex'ER'CR E-E/A`:O\5 OCR Eh'ER OR - - SPC DE-A L s AD iR ✓ER N S'A N-ESS S �N-AY *RA-E P'o^ 6YP5UM BOARD FINISH - 5EE PIN1504 5G'CD.:LC F N S-CS m RE:: i0' La.Ui.'-N OCK _-OLD TOP OF DRAIN FLUSH WITH _� / a ` —_ o r ► N E_OGK OCR bRATE _OCK- FINISH 5-A5 I � � DOUBLE 18 EA META_ STJDS ------------ ---- ---------- SEP FR N n/ADI P"%5l / ----P AN OSPAN t 5C�MD ON. C SA METAL 5TUD5q - SEE PLAN v 5�5PENDCD G_LIN( SEE IREF�EGTED __ W Q _{ 10, � U)1°OLYpRAIN CHANNEL i JI AND AGI r G NGRC-E POOR 5-AD !. GE'LlhbPLAN ------J CONCRETE - MIN PL AN 4E ALL ARO'ND GAULK BOTH SIDES - ----------------� T ~ O / C11Tx WO,.'J 5LOCKIN6 AT HEAD/JAMB OP � U EPDXY r_OORINE O I,• ,_ ,PE AT ONE - r__7 •OF DO✓RS AND HEAD/SILL AT WINDOWS -i i i I -- - U N _�- - 5DE OF DRAIN) SECURE AS PER wANFACTJRERS I I a T_—RCGO"�MENDAT,ONS , 1,kT NDOW WALL - 5EE PLAN I I I Q O 1 o4,, CON" NUOUS SILICONE SEALANTi IO --- / 5r11M - TYPICALI IW �ANGrOR R.BS b/0" 6YP5UM OpARD ON 4METAL STUI DOOR PRAME - SCE PLOOR PLAN + ilJ / u N O D D I �----I/4" TeMPDRED bLA55 Ib" O.G. ' I/4" SHIM 1 I Q III �—I F T ,�---___°- �_--_� .. � I I 1 1 • � o III =III ANODIZED BREAK ME AL SALES FLOOR SIDE 1-1/2" RIISID INSULATION l" SC'_ DTL 05:AD2 FOR BASE— I i i I Z p TRIM BATH 5�OP5 41 III C) 1/4" THICK TEMPERED 6LA55 (TYPICAL) SEE 1 III— ■ _._. I I �- I=III O DOOR EL_/AT ON5 I I :■ ISI I I- — — I I 4 x� x3/':b' S^___ TS POST L`i L—I III—I -0-- ANOCIZCD ALUM:NU'✓ FRAtiAe t METAL CORNER BRAD - TYPICAL AT CORN- ALUMINUM FRAME M M M III—I D o V III^I K �SILICONE CAULK BOTH SIDES i 5 x3 xi/2 Z_ W/ (!1 5/8" D'AM Y °z -- 4" VINYL BASO -- — S-OP AT A PROVIDE I S/8' THCRMA_ STUD ■\4'AhSION BOLT - MIN MUM— I METAL DOOR O O 2- EI-15EVVENT (D _--_-- „ �---5/8" 6YP5UM BOARD - OOTH SIDES I I N I ( I�I I ISI I L!1 I I—I I I�-III III-III-III-III I S BEM P p f- - ALUMINUM DOOR FRAME GOVT'\.OS 5'L'GONE SEALANT AND I/4" -- �r� ■ ■ NEOPRE\E 5^''�' AS RE'JJIRED tu,' :.• , POLYLOGK LOCK 7Q66LE SEA_ED GONG -- 4" VINYL BASE - -- I VCT I LOOKINb ■ ■ I/4" at 'A' a" THICK P A T.• I I K T M R P. A G E _ CD bL �S l G L) - bE.. co-0.- /� DOOR ELEDATIONS —� ■_COQ S_aB 1 mom Floor20 POLY-DRAIN - TYPICAL INSTALATION DETAIL at ALUMINUM STOREFRONT 12 JAMB at INTERIOR STOREFRONT 08 HEAD at ENTRANCE STOREFRONT TUBE STEEL COLUMN at \v ESTIBULE SCALP. NONE 1 SCALE. NONE SCALE NONE SIMILAR AT 'A' SGA_L- NVNE ®� SGA_E NONE a-3/a•' 1-1/�" 4-vim _ -�/7'• 5/8'1 Ses Floor 1/4" I DOUBLE 18 6A. METAL STUDS I 5 -- pan (�) 5-5�8 n -5/5 - Ib 6A METAL ANODIZED ALUMINUM STOREFRONT FRAME -� 5TU^S PJST it INTERIOR IEP 'c:AD 5,M. F-COR COND,TION ABOVE .r,;, 1 f : _ - -6YP5U BOARD 5E_ PINS SG EDU__ ♦D W NDOW - SE- ELEVATIONS O PIN. -- -_ D NS nN5 -- M AR ■ N M �� ■ r R --^� SEE FLOOR o' qN FOR CP'\\5 WOOD BLOGKIN6 A3 REOJIRED M o..•'1 I I I 1 1 � P p. p.- p PIX qN 1A NE_ CL X_� NEL 5i8 5�P5J� BOARD - SEE PLAN ,.�" ,f DOUBLE 18 6AU6E METAL STUDS GONTINUOU SILICONE 52ALANT AND 1/4"- 5 - � 1 \ECPRE\E AS REO'JIRCD - BOTH SIDES to. o en,n I 1 5 5/8 x ! 5/8" x ::Cao METAL STUDS AT J p g 6 O G PRO/I DIE GPFr f - �PT 2x WOOD BLOGKIN6 4T MEAD/JAMB OF ALUMINUM WINDOW FRAME L WATER RESISTANT 6YP5UM DG�.RD AT SILL l�OP DOORS AND HEAD/SIL AT WINDOWS \ •::......� i IN R .'ne'-b" -- " 1/4" TE%0w5R_^. bLA55 p \ D TYPICAL AT (BREAKAW 1e PANEL) y_ _ - 1 ec{ ea - METAL CORNER BEA L ALL 0 o enll t ',•° _50NITINOUS SILICONE SEALANT AND 1/4 I _- GYPSUM CORNERS VESTIBULE 1 ATI FIRAMMCED STEEL \ I / CONTINUOUS SILICONE 5EALXNTr 11 pm ! I W SEC DC-AIL O: THIS 5,-EE- FOR TJOE STEEL SUPPORT I I I I I I I 1 I" x Z" CORNER TRIM �,: :, :I . ° NOTES AND DIMS RE6UARD'N6 WRAP WITH BREAK METAL eMETAL DOOR STOP A E Ib O G M BOARD ON 4" M!-AL ST'„D5 —� DOQ•t (SEE 04/ADU o.o. op•^'ng METAL TRACK RUNNER - CONTINUOUS 3 5/8" x 5/6" x 20go METAL STUDS AT Low _-I Ib" ALUMINUM DOOR PRAMS AT O-A PROVIDE 5/8 THERMAL STUD '- � 1I ^ f, - 5"5'EM Z METAL STUDS AT Ib` C C.UNLESS GENERAL MOTES: JJ SOUND BATT PER SCHEDULE ON 5HPCT :b -NOTED OTHERWISE THE 66AZ N6 MA-ERIAL IN BOTH PIXCD AND 5LIDIN6 PANELS Or ALL 5LIDIN6 DOOR5 SHALL ■ ■ I/4" THICK TEMPERED 6LAS5 - SEC GOPnPL" WiTr+ THE RCOJ'RCVENTS IN THC PCRrQRMANGP SPCGIFIGATION5 AND METHODS OF SET EX-CR:OR E'_E/AT',ONS ACR m.X_ER'OR TEST FOR 5AFETY 6LAZINd MATERIALS USED IN BUILDIN65 (ANSI Z 41-11-)4184), 5/6" 6Y"SUM BOARD. UNLESS NOTED DOOR ELEVATIONS ■N ^FS 77 i' OTHERWISE THIS DOOR IS TO BP PRO'/)DED WITH BREAKAWAY 5LIDIN6 DOORS. y 19 21' OFFSET at MAIN SOFFIT 15 DETAIL at GROOMER WINDOW FRAME 11 HEAD / JAMB at INTERIOR STOREFRONT 07 SILL at ENTRANCE STOREFRONT 03 AUTOMATIC SLIDING DOORS (INTERIOR) SGALC. NONE SCALP. NONE SCALE. NONE SIMILAR AT 'A' SCALE. NONE 5GALC. NONE 5/8" 6YP5UM BOARD OVER 1-5/8" 5TYROS7UD C -5/8" 18 6A ARACE AT 48" 5/81 See floor fS SCLIr 5YSTCM (WHPRE OCCURS) AT 16" OG C ■ r plo^ 5TRUGT6DW65,POR MORE EE _ •110'-0' CO CC, TO ADJAC_N WALL INFORMATION SCE CXTLR:OR PLR•/A'ICINS Ilnlsn Ge,llnc3 `J - METAL CORNER ?EAD - TYPICAL AT EDGE FOR EXTERICR FINISH O 6YP5UM BOARD - SCC FINISH SCHEDULE WELD TRACK TO OCNT EPE EXTPRIOR ELEV PLATE AT EACH 51D8 POR EXTERIOR PINISH 0 --� , CONTINUOUS SILICONE SEALANT - AROUND -- WINDOW5 AND DOORS. TYPICAL !4 NEOPRENE SHIM % / .10^'-b' ft ft METAL AT A AND HFA HI&H LIFT TRACK — masonry ooen!ng / 8 CPA C AL 5�D5 J MB _ D 6" :C :1 I/4" NEOPRENE SHIM - TYPICAL verily I u 6"xl8 bA ME-AL 11 STUDS AT HEADER II MOTION SENSOR—_/ O O • 11' r--� NOTE: HOLLOW METAL DOOR FRAME -SEE_ DOOR a P R_D bLAS u 'a 1 i I/4.. .TH'CK T MPE P e --SCHEDULE / ELEVATIONS (STANDARD 11 -- _ I —DOOR STOP (STANDARD) (2) 6"xl8 SA. METAL PRAME SIMILAR) _.__ • r.'; I ..,........... _....r.._»._.....-- -- - STUDS AT HEADER 5-5/8 „C.. TRACK---� E 1.. - L_. I I DOOR ANCHOR 1/4" BENT PLATE - 5/8" - ANCHOR I EXTERIOR J, . . VESTIBULE AT 31" OC, TO MASONRY PULL *iF L- iv FULL WE.A 7"MR SEAL.- EXTEND INSIDE LES UP WALL TO SECURE DOOR TRACK ALSO ACROSS ENTIRE HEAD « - VCRIP"e HE16HT W/ DOOR SUPPLIER j ' ALUMINUM /GLASS DOOR p DOOR - SEE DOOR SCHEDULE 1 MOTE: I I N11-1—.TRACK FOR EOLDINb DOOR DR. A55C''-'+BLY WITH-•� ALUM• STOREPRONT FRAME (3-3/4"' AT MEAD) 1 f I AUTOMATIC ENTRANCE DOORS ■ ■ PULL CHAIN AND LIPT CLEAR ANODIZED ALUMINUM SHALL COMPLY Al UBC SECT- TRAN5iT'rJN STRIP 1/8" THICK ION 330Ab) 5�5PE\^GD GE'L)N6 � I I HANDLES AT BASE - SEE ' i rO_PINd, DOOR SPECIFICATIONS SEE P PLE FROM TILP TO PAGE OF MAS- MA50NRY WALL LAN AND V- f i i I ONRY - SECURE TO GONCRET15 NOTE: � AT10N roR FINISH I INSTALL GRAY SILICONE CAULK AT SUBSTRATE �� 111 / JAMS TO FLOOR TRANSITION - 7YP A"w 3123 PROVIDE EOR ALUMINUM i...i.. GRIP E^5F AT HEAD. ' _. _-._. _ • SC0 TSDALE ArIZ� s '■11_7�A, R HEAD and TRACK at FOLDING DOOR 1� TYPICAL H.M. JAMB atFRAMEWALL 10 JAMB at OVERHEAD DOOR 06 H.M. JAMB and ALUMINUM DOOR _ 02 AUTOMATIC SLIDING DOORS (SECTION) %,�� 18 SCALE NONE SCALE NONE HEAD SIM. SCALP NCNE SCALE NONE SCALE: NONE METAL STJOS AT Ib OG, UNLESS PA ADI ,' `\� SEE VE-AIL 2/API NO rI!P C-HERWISC I I I POR CONDITION ABV ■ t ■ I I GROUT SOLID 8" MINIMUM TYP. _ - -•'E'•A'L ET A2.1 NGP I SEE 5^ECT A�.I FOR FIh'5�E5 AND - 1 I --6" ABOVE GEILIN6 FOR 6YL' _il0_O' DOUBLE 18 6A E,AL 5 UDS - - lin g ;EE "-COR OPENIN " "o M - T I ' .. .. �I ='-- - oR PLAN_roe -- 6 — EXTERIOR a� MASONRY WALL. /LINTC DI ENSIONS a "o �-- - LAN(SEE EXTERIOR E' IA ONS DOUBLE 8 6A META L - SEC M t ^OCD SLOCKIN6 AS RROUIRED I I OL brOC ...• ,.•' P _E` TI NOTE. E L -$/d < o ° ^ FOR EXTERIOR PINISH) STUDS - SEE DETAIL > o j 6 G TO INSTALL 4x4 ACOP POSTS II/ADI FOR SCHEDULE ° n° I 1 ,'• W LOWER PORTION OF WALL AT 40' v- - _ .110'-D" •, O.G. W. 5'x3"x1/8 BENT PL (LONG � L �MAt�N SALES VESTIBULE � - _ _ ---�--� :' r--�•. •, LES VERTICAL) BOTH 51DP5 - I/2" -2 =�: I I IIn cIg at GAULK JOINT - WATERTIGHT MAIN SALES 4-, - 1 1 LA6 DOLT (�) TO POST I/:" EXP, ' • - �-`� p� 101 I I soles/view ng BOLT TO SLAB (7 I/2" EMBEDMENT). - � � � J v g u to. ope mg ): i� I v_.M_..-.55.55._ - _ .,__ -- _ _ - ----- - -•io?b '. - °.o ALUMINUM WINDOW F4[AMP mu I Lu I-5l8" I I 1 I -;10_o114- - Y r- ----� 2" OR 4" AT HEAD (FIT MAS- SECURE AS PER M.ANPF,R I I I I t.o. wrdw wall Y I ONRY MODULE) - SE' DOC R Ra_GpvMEyDAT10NS � � .°,o 1... .. ...�. r ;4" TEMPERED 6LAS5 1 I 1 I SCHEDULE FOR SIZE IND)- o o v Q I I ; J GATPD SILICONE MUELK 1T`Ofr 4- XED PANEL 5LIDIN6 DOOR o�` one^ou oloas, a ct L T ? _ P DISPLAY I I I 1/4" NEOPRENE SHIM /4" TEMPERED bLA55 - �— 1 _ 5. OT�CR DETAILS THIS SHEET (BRPAKAWAY PANEL) Li.` rl� 2 F CONTINUOUS SILICONE SEALANT N M DOOR JAMB - 16 6AUSE EE ■ ► ) n r 1 1 ENVIRONMENT I 1 I (METAL DRIP PD6E AT EXTER. __/� _ ____IO�' 8 FOR `NOTES AND DIMENSIONS ms's// -` o r I BY PETsMART 1 1 1 a 1/�' w'vE ALUM PRAMS— VESTIBULE 1 11 1 HEAD CONDITION) - b.o opening - o o I ��`�<'' I OT 11'4 NEOPRENE SHIM WITH CONT. ° o n .IQg_g I 1 I 1 DOOR FRAME ANCHOR AT JAMB ------ < c.a t 1 11 1 ADI e-L GONE SEALANT m Vo 0 o enin /'— METAL TRACK RUNNER - CONTINUOUS j 1 I I (3) PER JAMB SET IN MASONRY t u VESTIBULE SIDE •102'-' o E ^ P g 1 1 1 I I --U—_------- SPS 1 I I I j cont bumper c o 1 I 1 I ' OLLON' METAL DOOR _A � °o.r, SEP DOOR SGHED i n 0 } CART BUMPER AT -10�-I" - E•EE A.7J i AD2, ; �cuBLE 1x8 CAR- eJ FP- GENERAL NOTE.: a ■ �.,�. OFFICE] j FOR PLAGEvENT I I I I ER WITH 4' /INYL „AS_ • SEE DETAIL 06,AD1 HAE bis ZFG r ASERIAL IN BOGIXAED A C L DING Job No: I!p h I --- - I P 'EL^O, ,ALF L DIN6 -DOORS P RV N 4" VINYL GASP (BRAY) LL COM-LY W .H 93451 --- --i i- -------- I -0' TILE QE..U'R_ \'S IN TH.. RFOQ�'ANGE gPEGIFIGA- / r n. lir T ONS AND VE--CCS OF TES CR S-AI^ETY SLAZIN6 I MA-PRIALS USED IN BUILDINGS 5'8 6YPSUI✓ BOARD, UNLESS NOTED 3'-O"-- �" clear �_� 4 a/4. CTrERW)SE c'.ear _ — ( �.�.-�__ •100'-0° ANSI Z 417 1-1484 Date: 10 JUL 93 —�} .a+....,.,..-.......aro.,....,....,..,.....»...s........-�....,..,... - :;........ lin fir. — -- -------- Scale: SFE PAC.P Drown: DETAIL at ALUMINUM WINDOW FRAME AD2 13 SECTION at VIF,WING 09 TYPICAL H.M. JAMB at MASONRY 05 --__SECTION at VESTIBULE 01 AUTOMATIC SLIDING DOORS (EXTERIOR) _ Checked: KDR 17 --- - -- -- -- — ---___- -- AT SIM. COND. USE DETAIL 07/AD1 FOR CART BUMPER SCALP. NONE � � - SCALE. MUNE SCALE, NONE SCALE, NONE GALP: NONE •75rir', 5W DARTMOUTH STEL I 1 WED JUN 02 10:47:15 1993, DARON D. DENTON, 451-AD2.DWG ^-' OF 4 F « ° TF THIS DOCUMENT TS LESS f�L III )III ISI I�I III III +I I III III lilll I 1111T�T111 III III 1 I III IDI 1(I TIL jI ip III I III 111 111 III 111 111 111 1 11111111 Iq! I I III fll IIIIIII III III VIII I ,•�j �j I I I I APRIL 2_t3 1994 � • LEGIBLE THAN THIS NOTATION, �_ I I" I I I �T 4 I I I I 16 I I!1. I 18 I--I�l___ -�— ^- l�J. No.36 .x..,. IT IS DUO TO THE QUALITY OF .._.. THE ORIGINAL DOCUMENT. ( tflil", Z A TZ OZ8T 9E1,111 8ll LI 9 4 �4 E 'i11111111 TI11111111111111111111IIIII1111111111111111{u1111111 1111u11111111111111lIu11111111u1111111111�1,119, 11111111 u11111 lulllll�illlllul ill�u«ul�u�i u�u� ul�l�i11�� II 11111�i ILL IIIA ►III 1111 11111wll1 ■ N N .Ip4' r / C.O. waterpr�Oling - �.0 U Q / LLJ 4xb BLOCKING ON GRID EA. -C^ o �C OP COLUMN 10" (•L•� �} 5,MPSON A?5P (AB)'/E)-� U T- O 1 09 COLUMN UNDER BEAM WATER PROOFING �>N (,MU 4" CANT - BELOW LZ N FINISHED FLOOR / o 1"1 t' — EXTEND 6" eeLow FLOOR -�. .. .. az -FINISH 6RADE 46 0,��_�_- I26A. x O" x G" PLATE DELOW Q f SCAM - SEE STRUCTURAL Od AT 4" O/C NAILS ON • 4 x b FLAT CUT TO FIT ,�-- --• \ , XPANCO-FLEX" FAINT TO BLCGKIN6 TYPICAL e ( O VARIES MA-CH ADJACENT FINISH O 51MP5oN A35 .e12«OI^U pO W ILI 00 ` --ROOF' 5uBPURLIN rNj U • ■ IhSUL��rED STEM-- ----y NOTE: NOTE: PLYWOOD NOT SHOWN THIS CONDITION AT IP ADJACENT BULDIN6 TO BE POR G;,AR!TY. USED AT REAR AND FRONT OP BL05 20 — WATERPROOF at SIDE WALL 1Z EXPANSION JOINT at FRONT AND REAR 08 1'-0" RETURN at CANOPY -- 04 PLAN at ANTENNA MOUNT _ SCALE. - 16 5CAL.0 NONE 5C 4,LE. NONE SCALE SGALC. NONE CLOSURE PLATE! TOP A BOT O SEE ELEV, FOR FINISHES THAT MAY _ ...................................... ............ f/ OCCUR O 3" CIA POST iSTANDARD bRADE' > of " -� CMU WALL AT PE-,SMART - Q -- _ PROVIDE /�"m HOLE RiJE'•BCR bROMMET / r„�---- APPROVED FASTENER AT 4" O.G. E p4 _ z +F 1/2" CANT O A03 PROVIDE CLAMP rO- CANT -b" CMU - SEE ELE`IATION FOR METAL COUNTER-FLASHIN6 WITH w FINISH I - FASTENERS AT 24" O.G. BY 1 A AT OC OF Ix b PLATE '2 6A x b" x b" WI('SJ a 6ENERAL CONTRACTOR - PTD. TO O IOa ,AILS TO EACH 4 x b;AeLD I MATCH WALLS PROVIDE FOAM RETURN TO CONTROL JOINT TO 3" DIA POST ift-, CMU I FLASHING TAPE � 2xE WITH 5/b"r A B. AT 24" O.G. METAL FLASHIN6 - SLOPED 1/4" PER BLOCKIN6 PER 04/AD'J 2-I/2" FOAM WITH SYNTHETIC 1/2" COX PLYWOOD FOOT (PROVIDE FOLDED SCAMS) STUCCO ' Lv PRIMER 4xb PLAT YY/ A55 12A. n -IJ:" FOAM WITH SYNTHETIC END GUT TO FIT COL. 5/8" TYPE "X" BOTH SIDES-. STUCCO SNUG ONE CA. SIDE W N f J-BOX WJ 9/4" FLEX TO VAULT ROOM - GOORD LOG. WITH o I I I I 1 1 04 ICA IOB CONTINUOUS SEALANT PET5MART �] 2x CONT. PLATE < •im, abo�r ov: 2xb's of 24" O.G CMU WALL AT ADJACENT BUILDING varies (2" typical) ...................".......................................................... ; ^ BENT "U" PLATE 1/4"x4" _............................................... typ cal NOTE: FLASHIN& BY OTHERS CORNER SEF_ DETAIL IOA AND OB THIS SHIN!T NOTE: FOR ADDITIONAL INFORMATION COMPLY WITH MANU RECOMMENDED 2" DIAME-ER BRACE DETAILS FOR ALL CONDITIONS 3/Ib PARAPET RETURN at CMU _ _ EXPANSION JOINT BETWEEN BUILDINGS 07 STUCCO JOINTS - WHERE APPLICABLE Q3 ANTENNA MOUNT 19 - SCALE, - 15 SCALE: NONE 11 SCALE. NONE SCALE. NONE SCALE: NONE V v �� NOTE: I/4 1'-O" SEE DETAIL OI/AI2 FOR GAP 1/4 1'-O• - -- f- 6.1. COUNTER PLASHING - FAINTED AUTOMADER TIC HOLD HOLONOPEN� �--ACG x , DO" INSULATED NEOPRENEMTL SAW GUT ASPHALT PAVING AND PROVIDE 1255 DDDR UNDCOV C (MAY 0E OMMITC,7 IF FURNISHED AND OPERATING ARM--�r� bP,SKET ALL AROUND GOVCR THICKENED 1206[ AT CONGR'ETC PERIMETER -2 x b AT 24" Or- WITH MECHANICAL EQUIPMENT) i--1/2" COX PLYWOOD BOTH 30" x 36" ROOF HATCH SIDES - �-MEMBRANE FLA5HIN6, WRAF PAD LOCK HASP- I I SFRIN6 LATCH WITH INSIDE HAN- SeS UNDER COPINb I 1 CLE ONLY EQUAL EQUAL 6/5 " TYPE "X" BOTH 510[5 6 �' _ _L i x CURB WITH INTC6RAL I I c ; GAP FLASHING i I x Ob R161D INSiJLATION - FURNISHED BY 5/6 TYPE "X" ON THIS 510E I Q �d p d `ROOFING SUBCONTRACTOR 0 3 / o U t✓ 5" CONCRETE SPLASH OVER Y U o a++ D a I' 4" ABG FLUSH w/ ACJACENT f-2 1/2" FOAM WITH SYNTHETIC,--_, 0 a 6 a (I) LAYER 5/6" PLYWOOD I I bRAB BAR I ter. ASPHALT STUCCO BOTH SIDES E c —1 t----- _-----1 4 , 4" FIBER CANT CONT. ` I SEC DETAIL OI/A)2 FOR- n FLASHIN6 3" min, l-ao-+� N 2xb SUB-PURLIN AND BLOCKING AT(4) S!DC5 I I Z OF OPENING 4 r y SP9 24 6A. FLASHIN6 • g" _............................................................................... - 3' x I/4" x 1'-0" BENT BAR LAb BOLT TO SUB iq 4 1/2" W.R. GYP. BOARD ON - - o R STRIN6CR .I I ----Ib 6A, 6ALV. METAL BRACKET TN15 51CC ONL" x I=" LONG AT b'-O" O.G.(2) 3!6' NOTE: y"y `'........... PURLIN AND WELD TO LADDER EXPANSION BOLTS TO G.M.U. CANT STRIP 6.0 MAY USE FACTORY CURBS l i • AT EACH BRACKET FOR ALL EQUIP. IF APPROVED _ I/�"x9 I/$"xl/4" FLAT[, WCL[ TO LADDER HEAT TAPE BY ROOPINCa MANUFACTURE. ; f ! // AND C I/S 041 I/2/2"cP L - LA&BOL BOLT TO - / \• / � / ``\: •`+� � � BLOCKING WITH I/Z"m LA6 BOLT I } _ IF/ GURP SUPPORT PRIMING - SCC DETAIL/2" D3 T" 5 5hICE -WRAP LEDGER WITH 5/b' \ "• LADDER WITH 3/4" DIA. RUN65 NPC "X" GYP. BOARD ` SrRUGTURAL DETAIL I1/5D2 .... .....-.�• ••.....-.. •.'..... ,.:: .,,'. -• e� SES • • 8" WIDE ��• AND 2-1/2" x 3/8" STRINGERS Al ACOUSTICAL LINING TO EXTEND LAP SEALANT-J A I T Ib 6A. iSALV. METAL DOWN- 5/6" TYPE "X" AT INTERIOR -� TOP CONCEAL DIFFUSER DUCT ► • GYP. BJ. OVER 3-5/6" METAL STUDS T OF CANOPY ON CND WALLS WHERE APPLIGABLC AND BOX- z S'Q 1 i_A D SPOUT IN FOR FINISH CONDITION - _-GONIINUOUS BLOCKING Y1/ VCR.T. (Ib bA. AT CADGER WITH WOOD B`OGKINb) rl�ll lI NOTES: FAINTED BRIGHT WHITE STUDS AT 24" O.G. O AND DBL. 2x V4000 STUDS EACH SIDE I. TYPICAL AT EACH DOWNSPOUT. - -"' - _ • 3" x 3" x I/4" AN6LC x � I/2" WELD (1) LAYER 5/5" PLYAOOD TO STRINGERS ANCHOR WITH 1/2"m EXP. D:RECD 2. AT SIMILAR CONDITION, DELETE SPLASH BLOCK see mechanical dwgs. BOLTS "0 FLOOR - MIN. 3 I/2" CMBCD r (-AN For opening size and loc. _ / 3123 Lam\ ISCOTTSDALE, TYPICAL DOWNSPOUT / SPLASH BLOCK CANOPY END CONDITION TYPICAL CURB at MECH. OPENING ROOF LADDER SECTION h �O 18 " SCALE: - 14 SCALE. NONE 1O -• -- SZAtE�NON E 06 SCALE: NONE 02 SCALE: NONE -OF O j j� ROOF' MEMBRANE ON Ib bA. 6ALVANIZCD METAL n SLOPE_ I!2" ?IAMCTE�I LAb BOLT ■ • WALK„J6 PADS BY ROOF MANUP- f PANELIZED SYSTEM - GUTTER - ATTACH AS RE r�_-24 6A. bl, COPING SECURE TO PIR,' RAT- Ar NRER SCS' SPECS. / a 5 5EE STRUGT. 00465. QUIREU ED 2xb WOOD BL.OGKIN6 W/ 1,'2" DIA. ANG- EXTERIOR SLAB - SEE PLAN vanes HOR BOLTS AT 52" O.G. t RI'TAINER CLIPS - 2 1/2"x2 I/2"xI/4"L 2 1/2" LONG `o r MIN. SLOPE I/Ib" PER FOOT t o. c.m u. '� n .. ,11 AT 4$" O.G.(PROVIDE FOLDED SEAMS) PROTECTIVE MEiMERANC SHEET LAID �TO DOWNSPOUT - PAINTED i II - LOOSE OVER MEMBRANE ROOPINN - u 6" THICKENED SLAB - CXTCND -- TO MATCH BUILDING - �' CONTINUOUS SILICONE SEALANT VERIPY l COMPLY wl INSTALLATIGN -_2 I/T x I/4" PLATE, PROVIDE a.N c E ~- SLOTTED CONN. TO LADDER • I'-O" EDbE OF DOOR OPENINb - / H t I REQUIREMENTS OF MANUFACTURER - `o .. V SLOPED bROUT i` SEC SEG. 02' VS FOR SPACING r•� mosonry height varies 1 -b" B.B. WJ (1) NO. 5 BAR HORIZ. GROUT SOL. B 85 AT 12" Cc;. -_ -- __ cal \�- °j see roof plan ( � yp c 8 TYP. 7URNDCWN AT DOOR e • In - SILICONE CAULK 3116 PLAN 2 1/2" x 3/8" PLATO; STRINGER 0. NOTE: �— o W SECTION A • 3/4" DIA. STEEL RUNG° W12L0 J a PROVIDE HEAT TAPE AT HEAT TAPE ( -CONT. PRY-TYPE REhLCT WITH RETAINER GUTTER AND DOWNSPOUT r-- z ` CLIPS AT 41"' OC. 1^ 10"_ f11- I / r SEENO ROOF PLAN THIS SHEET U WALL BEYOND -- Ib bA. GALV. METAL BRACKET /r LADDER EXTENSION n TO RAILS � o L a u1 pi' FOR LOCATIONS OP ALL WALK- w 1" b x12" LONb AT W-O" O.G. pr O 4" FIBER CANT CONTIN. WITH FLASHINGS _ 6NAYS AND MECHANICAL UNITS. AD3 °e o 0 (21 3/8" EXPANSION BOLTS O of a __ __ TOCMU AT EACH BRACKET W _ I r II _'"' --GRAB BAR ' 1 t o o Q I LArS BOLT SUPPORT ANGLE / 6.� OF MEMBRANE ROOFING 1 BLLOt TO RCCKIING BET EENINSOBR T C o X .0 I I I .i• a F n PURLINS ----� t'---- � 2 6 �`- ---- NOTE u; LAP SEALANT n n. From I _ _ ay U� curb PROVIDE ALL NECESSARY FLASHING r o`a p p( AND COUNTER FLASHIN& FOR A �" min. lap • ^ WATERTIGHT ANGI WATERPROOF a o 1 I varies O WALKING PADS BY ROUP MANUF- 'I) E �� a e n INSTALLATION. I 1 - U 1'O.+•' .. .... ... .................. 11 - PQO`JIDE' SILICONE SEALANT - CONT I 1 ' ACTURER - SEE SPECS. 1 $ 3 AT ALL ROOMN6 TERMINATIONS. I I see structural \ fl 5° �= rn INSULATED STEM 450 I I SEE STRUCTURAL PRAKN165 0 ■ • SEE 5TRUCTRAL FOR FRAMING. - • � � PROTECTING MEMBRANE SHEET LPJp 3" x 3" x I/4" ANGLES FOR STEM _ b" U \ LOOSE OVER MEMBRANE ROOPINS x 2 1/2" WELD TO STRING- - _ m ,lob No: CONDITIONS NOTE' e e 1 e I- • n \ - ` -"- F�OOR SL�BLT TO GONE. 93451 I. TYPICAL AT ITACH DCWNSPOUT. O_ • O I v : AT SIMILAR CONDIf10N. DELETE - NOTE: nn. s vara min. �: 3-I%2" -'' Sheet NO SPLASH BLOCK. I I PAINT BA K SIDE OF PARAPET WITH V I.P CAOTIN5 (VI P. LAST-O-GOAT $8100 ELASTOMERIG 9 Dote: 17 JUN 93 COATING OVER 100% ACRYLIC BLOCK FILL). PLAN [ELEVATION Drr w SEE PLANA (^13 THICKENED SLAB AT DOORS TYPIChL GUTTER / DOWNSPOUT CAP BLOCK at PARAPET ROOF MEMBRANE WALKING PADS LADDE!' ELEVATION / PLAN ornwn: ACP U --- - 17 - ---_------ ----- -- - 13 --_- �______ - - -� ____------- -- -------,_.---- - . __ -------- - _ ._- - - - ____- _. -- --------- -- ---- --- ._ _ Checked: KDR SCALE: - 4CALC. NONE- SCALE: NONE- -G-.�E NONE- SGALC: NONE- �UI 00F I W 11.1 I H Sn T RF-F I ■ ■ -1 (IF 4R MON AUG 09 15:28:05 1993, THOMAS H., 451-AD3.DWG IF THIO DOCUMENT Io LESS �_ 1 � 'T'I': III III III III III III III III III III I t 1�T ��t•� fit(rIl I�1 I t III III t�� ter J� III I�IIIII III ISI III IIIIIII III III I I IIi !IIjI�Il�ll I�I � illi;�, lI � Ili;llll I - ,? - LEGIBLE THAN THIS NOTATION. I I I I I `1, I I � I I I I I I b+ 7 I I I p I I II I ii I 1� `t � _._-- �,�— -_�------ ---- �_--L-.------ ---- APRIL t3 ' No]e r IT IS DUE 'TO "HE QUALITY OF" THE ORIGINAL DOCUMENT. - - --- — -- rr -- — -`- _ E Z 8L LZ 8ZZ 6�Z S� - -�Z OIZ 88T 8i Lt�t 9t 41 61 SI Jit ii ai �8 L l 9 I4 I �y TS ri: ueI II I I I II II II l�ll�I I 11.111111I1 I,I„ ,►„�I,,, ►,►►I„I,„►V�„I,„I,�,►„,,,,F►,V,,►„l,N, i,,Ii,,,, ►,,,1,,,,„►,1,,,, ,,,,�I,,, ,{„1„I,,,,,1,I„,,,,1►► I,,,�,I„ ►,►,�IM I,,,1 ,�,Iil illi 041 IIII�I,II IIIIIIIll llilll Illi, l�laLului;i ►i IIII lII ,III IIi II I��NII ■ NEW a E N E R A L S T R U C T U R A L N A T E S & D E T A I L S Cal N in w wJ REINFORGMENT PER GSN- Gsnter of boom CONDITION VAR B5 - �-- O GENERAL STRUCTUR_AI NOTES LUMBER NOTE: 6•e pian SEC PLAN C) FOR CONTROL JOINT LOCATION e,' MASONRY WALL = 0 APPLY UNLESS OTHERWISE NOTED ON 5TRUGIURAL DRAWIN65 IN CASE GENERAL: ALL 57RE55 GRADE LUMBER GON5TRUC•T ON SMALL COMPLY SEE ARGHITEGT;RAL ELEV'S SEC b5N FOR Re1NF O OF CONFLICT GREATER REOVREMENTS GOVERN WITH AITG TIMBER CONSTRUCTION STANDARDS LATEST EDITION ALL AND PLo;•w U N O ON PLAN U 0 `� A- l 1- :I LUMBER (EACH PIECE) SHALL BEAR THE GRADE STAMP OP A ISRAD!NIS .�4 AM R INP RGEM NT - f AR ACH " O r J B E O E 10.5 B G �. 1 _ T LL Y P M A R A APPROVED Y AMERICAN AN R STANDARDS N V H A R D MULES AGENCY 0 EP E G LUMBER 5 DS L B E I CODE COMMITTEE (AL-SC), RE&AIRDLE55 OF REQUiRED GRADE STAMP ! GER- -RAGE CAGH CELL - SEC NOTE BELOW ti r- • O O 1 TIFIGATIONS. ALL LUMBER (EACH PIECE) IN ?PLACE IN THE STRUCTURE I I (I) No 5 CONT.' 00 o t- GOMPLY WITH Iggl UNIFORM BUILDING CODE SMALL BE OF THE ORIGINAL GRADE SPECIFIED OR BETTER WHEN INSP- �_�_b'-0" LENGTH OF JOINT REINF. ECTED BY A &RAD'Nb AGENCY APPROVED BY THE A-I.S G. GRADE L065 1 SEISMIC ZONE 9, Z=.3 XX (PIINIMUM) I W RESJLTINb FROM REFECT OF WEATHERING, HANDLING, STORAGE RC- Ib" at OF?hb < 4'-O" 48" wide minimum �}s 48" wide minimum W ,n WIND LOAD: 80 MPH, XP G SAWIN6 OR PIVIDINIS LENGTHS WILL CAUSE FJR REJECTION _ MASONRY OR STEEL LINTEL 32 at 4'-0"'( OPNG < 8'-0" g -_ E - Ootid routed _ Lu CO NOT NOTCH OR DRILL J015T5, BEAMS OR LOAD BEARING STUDS W/O SCE OTHER DETAILS 48" at 8'-0" < OPN& < 12-O" SOLID OP STCMRCUT FULL HC'6HT Q 'N a DEAD LOADS ROOF 18psr TYPICAL O - PRIOR APPRJVAL OR THE STRUCTURAL ENGINEER THROUGH THE ARCH- O ITEGT. _. MASONRY JAMB REINF PULL HT. OF 'I Q LIVE LOAD, ROOT' - 25p6f (SNOW) FOR EXCEPTION AND GLAR!F- OPENING WALL - SEE SECTION XX/- _ eso foundation plan ICATIONS SEE PLANS &LU LAM B!AM5 WEST ,CAST DOUGLAS FIR WITH F(B l = 2400pe1 (24 p( solid grouted -�■.J m DOWELS TO WATCH AND w W 111 t "_4F'-V8! :TRe5S 6RADC FABRICATION AND HANDLING PER - uall lLAP WITH WALL VERT. p MECHANICAL LOAD. SEE PLANS *: b''"'' • - REINFORCING LATEST AITG 5T:.NVARD: WATCRPROOP BLUE. BEAMS TO BEAR AITG ;' EXTEND HORIZONTAL REINF, h CA CM-L VERTICAL STAMP WITH CERTIFIC:TPS CAMBER = L/300 L=SPAN IN INCHES, U NO 2'-0" BEYOND OPENINGS. GROUT "OLID LL T \J J v �-(2) NO 5 BARS PROVIDE A MINIMUM OP 2- b FOUNDATIONS BEAMS TO F.IN 4RCKTECTURAL APPEARANCE GRADE LOAD WRAPPED. 0356 TOP t BOTTOM IN to U •• • - b 501E RE"^RT r _ BCD JOINT U N.O. ■® NO 2 TIES AT e" O.G. I in NOTE: Y CfO E'Y APPLIB„� GEOTECHNICAL INC SAWN LUMBER WEST COAST DOUGLAS FIR -• LARCH, SURFACED DRY. #- -- Z bx BEAMS AND P05T5: FREE OF HEART CENTERS. UNEXPOC1ED: 5EL- _ "0 • • • 1. CONCRETE STEMS IN LIEU OF REPORT NLMBER 1405 01, DATED DEG 24, lag3 _ EXPOSED. APPEARANCE GRADE 4x JOISTS, LED- MA50NARY ARE AN ACCEPT- NOTE: - I oss an I ABLE ALTCRNAT! � NOTE: - .F---- G S L USC DOUBLE LOOPS�� P_---- 2. ADD 2" TO INTO. G"PTH FOR bCQS AND BUILT-UP BEAMS, NOI ALL OTHER STRUCTURAL FRAMING NO. USE No.S CA. FAGC CA. CELL AT JAM& / PIERS N/ ^�,�-� WHEN PIER LENGTH 15 GREAT- EVERY 4" WIDTH IN EXCESS SHALLOW SPREAD FOOTINGS SHALL BEAK FIRM NATIVE SOIL OR COM- 2 OR BE TCR 24" 24" No.2 TICS AT 6" O G. WHORE LESS THAN 5P11CIPIED / R ,(�' 1 u �"J@ GP I. i„ ■ ■ G D FILL PCR SOILS REPORT AT DEPTHS SHOWN BELOW FINISH OR LENGTH 15 AVAILABLE. �s ER THAN 4'-O FOR INTERIOR FOOTINGS, FINISH FLOOR IS CONSIDERED AS FINISH OR PROVIDE HORIZONTAL BLOCKING AT 4'-O" OG VERTICALLY STAGGER- ED IN ALL BEARIN6 WALLS. ALL PTbS I'-b" MIN. DEPTH,ALLOW. 5EARIN6 = 2000per PLYWOOD: A.P.A. GRADED OR OTHER GRADING AGENCY PRIOR APER- TYPICAL EXTERIOR MASONRY WALL OPENING AT GROUTED MASONRY PIERS SCREEN WALL _ OVED BY THE ARCHITECT G-D WITH EXTERIOR GLUE: ROOF-1/2"�:/Ih,5 FLY 19 @na4i�� --- 5 - scale NO SCALE - SEE f,OILS REPORT FOR COMPACTED PILL 5U6RADE PREPERATION DRAIN- S�.AI-C: NO SCALE SGALC NONC� AGE RE-OMMENDATION5 POR SLABS AND FOOTINGS AND OTHER NOTES LAY UP WITH FACE GRAIN PARALLEL TO SUPPORTS MINIMUM 2 - SPAN CONTINUOUS, STAGGER JOINTS. ALL E06E5 BLOCKED. ALL EARTHWORK, FOOTING DEPTH5, AND EXCAVATIONS FOR FOUNDAT- IONS SHALL BE INSPE.TCD BY SOILS ENGINEER TO VERIFY A55UMED ALLOWABLE SOIL 5EARIN6 AND LOW SETTLEMENT AND SWELL POTENT- CONNECTIONS: ALL NAILING REFERRED TO IN TH15 SECTION SHALL BE FAGC OP WALL IAL, AND TO MAKE ANY ADDITIONAL RECOMMENDATIONS. WITH COMMON NAILS ALL FRAMED CONNECTIONS SHALL BE MADE W/ 2'-O" LC.50. APPROVED PRAMINr• ANCHORS EACH 5!DE OR APPROVED JOIST vert. horiz. -- --� HANGERS, BY 51MPSCti, K.L METALS OR ARCHRIB. ANY HANGERS USED �, / -3" MIN. STD HOOK bolt batt bolt I I CONCRETE SHALL HAVE I G BO. GAPAGITIE5 EQUAL TO OR GREATER THAN THE SIM- dlam. embed embed WALL R•_INP. EACH 5100- WIDE FLANGE NEOPRENE •. . <ii .............................. ...... PSON HANGER GALL-0'JT. FOR NAILING SGHCDULE,SEE TABLE 25-0 OF length length Z CMEiCD LENGTH 9 9 PER 6:�N CONTROL JOINT MATERIAL ��_�,�� d SHALL MEET %,L_ THE RCQUIREMCNTS OF AGI 301-84 WITH TYPE II GCM- 1g88 UNIFORM BUILDING CODE FIELD DRILL ALL HOLES FOR PROPER ,�__� I/2" 6" 4" ENT. MINIMUM 26 DAY STRENGTH - 3000poi UNLESS NOTeD OTHERWISE MATCHING AND BEARING. PROVIDE GUT WASHERS At BOLTS IN WOOD. BELOW: PREDRILL ALL HOLES FOR NAILS LARGER THAN 20d. MINIMUM PLYWP. ANCHOR BOLT NAILING WITH 10d COMMON NAZI.E MINIMUM ATE O.G. ALL EDbCS AND S/8" b" 4" O ' w AT 12" O.G. AT INTERMCDIATE El•"0475. 5EE PL_NS FOR EXCEPTION ANCHOR W/ H:rOK OR 9/4 1 5 CURBS, bU1'TCRS, WALKS, EXT- ■ • fl ERIOR SLABS 6 TRUCK RAMP................................. ...4000pei HEADED AN,,HOR STUD '�"""""""""'"""""""""""""" WOOD TRUSSES: FABRICATOR b�'ALL BE RESPONSIBLE FOR DESIGN b" ' USING THE FOLLOWING LOA05: I q 1 GONGRCT! ROOTING - SEE • NO ADMIXTURES WITHOUT APPROVAL. ADMIXTURES CONTAINING CHLOR- FOUNDATION PLAN •.I IDES SHAL'_ '.OT BE USED. CONCRETE SHALL NOT BE IN CONTACT WITH LIVE LOADS: EACH ACTS INDEPENDENTLY. 5/Ib ��pLATM, ANGLE, CHANNEL I-I/4„ 11„ 1111 ALUMINUM. MBGHANIGALLY' VIBRATE ALL CONCRETE WHEN PLACED, EX- ROOF, 25p6? - 60 DAY DURATION - HORIZONTAL PROJECTION, CTG. CF-PT SLABS ON GRADE NEED BE VIBRATED ONLY AROUND F.M- BEDDED ITEMS. MAXIMUM SLUMP, 9-1/2" FOR SLA55 NOT ON GRADE t CEILING. (Opel' - 1 DAY DURATION - HORIZONTAL PROJECTION.- -I/2" ...............................o. .: VIBRATING, FOR OTHER CONCRETE. LO NOT TAMP SLABS, USE ROLLER DEAD LOADS: (INCLUDING, WCI&HT OF TRU55). 18 of AT ROOF. 3" MIN, STD. HOOK - - - VIBRATING SG RECD OR BULL BLOAT TO FINISH SEE SPECIFICATIONS CTIOS,UNLESS p �,- SEALANT PLUSH WITH MASONRY BLOCK I I I I I I I I FOR MARINO CAST SLABS ON GRADE IN ALTERNATE SECTIONS. VJA(:- 10p6r AT CANOPY CL6. MORTAR JOINT PERMANENT FORMS ARE USED. WAIT 48 HOURS BETWEEN ALL ADJAG- ANCHOR ENT CONCRETE CASTINGS "VIBRATE. TOPS OF COLUMNS AND NKAGEAISS- EMBED LENGTH HORIZONTAL REINFORCING, ONS SOON AFTER PLACING, CONCRETE. TO CLOSE PLASTIC SHRINKAGE MECHANICAL EQUIPMENT AND SPECIAL LOADS - SEE PRAWIN&5. CRACKS. AT Ib" O G. - GUT HORIZ. MIN,MI;r• STRENGTH FOR REMOVAL 0R FORMS AND SHORING SHALL BC AITG STANDARDS APPLY. PRIOR TO MANUFACTURING TRUSSES, FA.BRI- REINF, AT G.J. 1G� wP SPECIFIED STREN6TH AT 28 DAYS GATOR SHALL SUBMIT DESIGN CALCUREGISTERED IN HE:S AND SHOP DRAWIN65 PROOrIVe ANCHORS AND ANCHOR NOTE: SEALED BY AN CNbINEMR RE615TCRED IN THE STATE FOR REVIEW(ING'.U- DIN6 WOOD GRADE SPECIr•ICATIANS). ALL PERMANENT AND TEMPOR- BOLTS PER TH15 SCHEDULE UNO VERTICAL MAL COMMLS NOT SHOWN, ON PLANS OR DETAILS. I I I 1 I I I E O r�Y ASH IS NOT PERMITTED AND AN APPROVED TESTING AG,- ARY BRACING AND FASTENING AT BEARING SHALL BE BY TRUSS MAN- 0 ENC' SHALL TEST TO INSURE ITS ABSENCE FROM ALL CONCRETE USED UFAGTURER. ON PROJECT NOTE: TREK CALCULATIONS ARE BASED ON 2500p61 FOR ALL MGN- STRUCTURAL STEEL STUDS 1 Q _ — 14 TYP.-ANCHOR & ANCHOR BOLT SCHED (9)�ICAL MASONRY CONTROL JOINT REINFORCING at CONCRETE FOOTING CRETE STRENGTHS SPECIFIED. - U ALL 18 AND 20 GAUGE 5-UD5 SHALL BE 33,000 PSI MINIMUM YIELD 57R- ESS STEEL CF STANDAR.^. STRUCTURAL QUALITY ALL OTHER MATERI•IiL SCALE NO SCALE SCALE: NO SCALE SCALE NO SCALE SGALC: NO SCALE REINFORCING SHALL DE 50,000 PSI MINIMUM YIELD STRESS. 2-O ASTM A-615 GRADE 60 EXCCF'T A5 FOLLOWS: STL'C'c SmALL BE A MINiWJM 20 GAUGE "G" SHAPE, 1-5/8" WIDE OP THE ROOF MEMBER OR 2x6 BLK6. KEYED CONSTRUCTION JOINT-� 1/4" WIDE x 1/2" CEM" GROOVE MV DEPTHS AND SPACIN& 5H•DWN ON CRAWINGS. TRACKS SHALL BE 16 ISA., (PROVIDE SIMP. "A35" CA. END FAST DRY TRAFFIC SEALANT FILLER ■ ■ WITH A MINIMUM FLANGE O'" I-5/16". OP ELKS) (1) 1/2"m x 2'-O" 5MOC-H AT EXPOSED FLOOR -1/2" COMPRESSIBLE MATERIAL "H" MIN. - POR MAL''?LC NO.2 AND NOB BARS......................................_..........._. .GRADE 40 BAR AT 30" OG AROUND PIPE CRO551N65, WHERE STEPS IN FOOTING, STEILS """""""""""""""" """""" OCCURS SCE ALSO /65N MUST Be PLACED AS NOTED BRID61N6 SHALL BE GOLD ROLLED CHANNEL, MINIMUM 1-1/2" DEEP WITH WIRE MESH................................................................._................................................_............................A-185 q/I6" FLANGE WIDTH. SPACE BRIDGING AT 4,'0" MAXIMUM O.G. VERTI ; CALLY. DOUBLE UP STUDS AT ALL JAMBS. ALL CONNECTIONS SHALL / — MELDED ANCHORS....._........_. &R.ADF 40 CHEMICAL ANALYSIS BC PER MANUFACTURERS RECOMMENDATIONS. ANCHOR TRACK TO CON- (2) No.lO x I-I/2" SCREWS _............... CRETE WITH 1/2" DIAMETER BOLTS AT 4'-0" MAXIMUM O G.,UNLESS NOT O L1ti:TED PER AWS SPEGIFIGATION POR WELD WITHOUT PREHeAT. OTHERWISE. / DEFLECTION HEAD PER PTL, 04/A5 q • • p T r------------ rq ALL REINFORCING, BARS DEFORMED MYCEPT NO, 2 BARS AND WIRE METAL STUDS Al i6M C:.C. 57UP BRACE CONT. AT 4'-O" O.G. 2'-C" BOND BREAK BONNE CND000 MESH. LATEST AGI CODE AND CETAIL;N& MANUAL APPLY, CLEAR CON- / W/(2) No.B 5CREW5 EA, BRACE -- BE LAP OR BAR (WRAP TAPE OR b" b" • �� LCRETE OWS COVERAGE TO ANY REINFORCING INCLUDING, TIES ARE AS FOL- TYPE MAXIMUM CLEAR HEIGHT(u �/ SIMILAR) 0 s i� Pox. A CONSTRUCTION JOINT a E • �.�. _____� 5-5/6" x 1-5/8" x 20 GAUGE 11'-O' I KNEE BRACE MIN. 9-5/8 x 1-5/8 x CONCRETE PLACED AGAINST EARTH............................................._..........................._...........5" 20 GA. (SEE ALSO NOTE! 03 BELOW) _ N • o REBAR LAP SPLICE A5 ....................................-............... ........................,.... • 5 OWN FORMED CONCRETE AGAINST SOIL........................_.............................................._.__...........2 3-5/8" x 1-5/6" x 18 GAUGE 18'-6" • 'n SAWGUT OR TOOLED JOINT - 1/4" AT EXPOSED FLOOR LOPCA REOU i c (2) No.B SCReWS �_______ ------------- WITH JOINT PILLER AND -I/8" EVERYWHERE ELSE 5 5 R DFORQ� ALL OTHER......._.............._........................_.......................__................................................................I-I/2" 9-5/6" x 1-5/8" x 16 GAUGE 20'-O, 0 ..........."........:...;........-................:......... _ .......... SEALANT AT EXPOSE) FL.RS EARTH STABILITY C ov `� ;. •' •3, 1/5 SLAB THICKNESS LAP SPICES IN MASONRY!......_........................SHALL BE 48 BAR DIAMETERS 4" x I-5/8" x 20 GAUGE I8'-b" u -STUD WALL PER SCHEDULE ON 65N M - CORNER - --------------_--------- ------ NOTES: C .........................:..... MESH SPLICES: TYPICAL SPACING PLUS 1" (MINUMUM 8') MEASURED EE- 1, THIS DETAIL TO BE USED AS REQUIRED TO DEPRESS FOOTING TO FIRM BEARING, C1 v v TWCCN GRO55-WIRES. 4" x 1-5/8" x 18 GAUGE 20'-0" o • •. o F or TO GCT BELOW UNDCR6ROUND PIPING OR WHEREVER CHANGE IN FOOTING ELCV- __ NOTES: '1 0" min. ATION OCCURS. 5EE 8/65N PCR MAX SLOPES BETMEEN ADJACENT FOOTINGS WHICH SPLICES I. 5EE ARCH. AND STRUC DW6'S POR OTHER NOTES STEPPED C ° V MAY REQUIRE LOWERING OF FOOTING ELEVATION. LAP SPLICES IN CONCRETE. LAP .AND EXTENSIONS SHALL BE 92 BAR 4" x -5/8" x Ib GAUGE 21'-b" 45 dlom, o v DIAMETERS UNLESS NOTED OTHERWISE. 2. CLEAR HEIGHT AS NOTED ON SGEDULE 15 THE DISTANCE PROM P,F. TO BRACE _ OR TCP OF WALL MICHEVER 15 SMALLER, 2. PLACE ALL CONCRETE A6AIN5T UNDISrUR9ED OR COMPACTED SOIL. IP 501: 15 DIS- _ b" x 1-5/8" x 20 ISAU&F 26'-O" 3. WHERE STUD WALL 15 LOCATED WITHIN 8'-0" Of CMU OR CONCRETE WALLS BENT RE AM IN MATCH TURBED DURING CONCRETE PLACING,RE^LAGE DISTURBED SOIL WITH CONC. WHERE BARS ARE SHOWN SPLICED, THEY MAY RUN GONTINUDUS AT CON- PROVIDE BRACE CONN. TO CMU OR GONG. IN LIEU OF ROOF CONNECTION, BOND BEAM REINRORGIN6 B CONTROL 101NT TRACTORS OPTION. - b" x I-D/6" x 16 GAUGEF&ROV REVIE DC SHOP DRAWINGS AND PARE S BJ AFTER THE ARCHIOVAL. QT'S - 17 METAL STUD WALL BRACE 13 TYPICAL BOND BEAM /'� TYPICAL SLAB OINTS 3 STEP IN FOOTING REVIEW. AL SPLICE LEGATIONS ARE SUBJECT TO APPROVAL. PLACE l REBAR PER CR51 STANDARDS. (1) CLEAR HE16HT 15 THE DISTANCE BETWEEN LATERAL SUPPORTS _ — _ SCALE; NO SGALe SGALC: NO SCALE SCALE: NO SGALC — SCALE: NO SCALE REBAR SPLIGINb GIVEN 15 MAXIMUM ON CENTER AND ALL REBAR 15 CONTINUOUS UNLESS NOTED OTHERWISE, PROVIDE BENT CORNER REBAR SUPPLEMENTARY NOTES TO MATCH AND LAP WITH HORIZONTAL REEARS AT CORNERS AND INT- ERSECTIONS OF WALLS, BEAMS AND FOOTINGS PER AIG MANUAL DOW- -- NOTES: EL ALL VERTICAL REBAR TO FOUNDATIONS. SECURELY TIE ALL REBAR, PROVIDE ALL TEMPORARY BRACING, SHORING, BUYING OR 01 HER MEANS _ INCLUDING, DOWELS, N LOCATION BEFORE PLACING CONCRETE OR 6R- TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS PAGE OF MALL OR COLUMN IN PLACE DURING, CONSTRUCTION. ESTABLISH AND VERIFY ALL OPEN'S, 1.) PROVIDE SHORING UNDER LINTEL POR A MIN. OJT. AND INSERTS FOR MECHANICAL, ELECTRICAL AND PLUMBING WITH APP- OF SEVEN DAYS AFTER GROUTING. \`\� Q SLEEVE ROPRIATE TRADES, DRAWIN65 AND SUBCONTRACTORS PRIOR TO CONS- CMU PER PLAN AND 2.) MONOLITHICALLY GROUT ALL CELLS SOLID. 3/8" WIDE x 1/2" DEEP GROOVE MASONRY TRUCTION. —65N W/ SEALANT AT EXPOSED FLOOR 9 NO PIPE TO BE PLAGEP IN THIS HC16HT BLOCK UNIT5,GRADE N-1. RUNNING BOND. MA50NRY 5TREN6TH = 1500osi. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR CHARISM OP, HCRIZ, FOND BEAM RCINP. 3.) PUDDLE OR VIBRATE GROUT. ■ • MORTAR TYPE 5, 1800 el. GROUT 2OCO el. MECHANICALLY VIBRATE ANC SHALL NOT BE RESPONSIBLM FOR, CONSTRUCTION MEANS, METHODS, WHERE OGGUR5 PLACE CONCRETE SLAB YV/ REINFORCING D r p p TECHN,OUE5, SEOUENGE5 OR PROGEPURES, FOR SAFETY PRECAUTION t IN51DE VERT BARS GROUT IN VERTICAL SPACES IMMEC'IATELY AFTER POURING AND AGAIN � � 4.) MASONRY 6EAM/LINTEL BEARING PER 18/65N, � V '•, ��-� ABOUT 5 MINUTES LATER. MAXIMUf,i GROUT LIFT WITHOUT GLEANOUTS 45". PROGRAMS IN CONNECTION WITH THE WORK, FOR THE AG75 OR OMIS- 4 STAY EACH EACH END OF EACH '\/ERTIGAL REBAR USING SINGLE WIRE SIONS OF THE CONTRACTOR, SUB-CONTRACTORS OR .ANY OTHER PERIV- SONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY LLf ��J\ t J AND LOOP TYPE TIES, MAXIMUM VERTICAL SPACING OF TIES 8'-O". NO -- 1 y ' POZZOLAN WILL BE PERMITTED IN MORTAR OR &ROUT. SEE ARGHITEC- OR THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE GONTR- ctlr. �Ir. �(2) NOS BARS CONTINUOUS - 2'-C" • d • /14� B TURAL DRAWIN65 FOR EXPANSION OR CONTROL JOINTS. LOCATE AT 90 ACT C•. '•UMENTS. LLl PAST DAMP `^) NO.b AT OPENIN65 ; P X z GREATHER TH-N OR EQUAL TO 1:2' • • . °: OREcnN FEET MAXIMUM O.G.U.N.O.,BUT NOT LEES THAN 2'-O" FROM A BEARIN6 PLATE � d E OR FROM A JAMB OF AN OPENING WIDER THAN 4'-O". UNLE 5S OTH_RWISE NOTED, MINIMUM CONNECTION ELSEWHERE SHALL EE rq TWO 5/8" DIAMETER BOLTS OR 9/I6" FILLET WELD 4" LONG, USING I/4" lu D v O C R• r7, '•" 8" AND 10" WALL VERTICAL REINFORCING, CONTINUOUS FULL HEIGHT CONNECTION MATERIAL AND DETAILED TO MINIMIZE BENDIN6 IN CONN- VERTICAL BAR vi AS FOLLOWS, UNLF-55 NOTED OTHERWISE. ECTICN b WALL VERTICAL REINFORCEMENT - ' J HOOK AT BOTTOM T Q a 0 This D,owing His Boon Prowed Or (2) NO.5 BARS AT ALL CORNERS, INTERSECTION, WALL ENDS, JAMBS A EXPANSION BOLTS SHALL BE WEJ-IT OR APPROVED - ALTERNATE tu V c EACH SIDE OP EXPANSION OR CONTROL JOINTS, JAMB REINFORCE- WITH ALLOWABLE VALUES EQUAL TO OR EXGEEDIN6 THOSE FOR WEJ-IT, h U g' E MENT AS PER DETAILS. PER CURRENT I.C.B O. RESEARCH RIMOMMENDATIONS EMBED 3" , _b min. p An eviewnd By MINIMUM FOR ?/4" DAMETER BOLTS IN CONCRETE, EMBED 5-1/4" IN - _ 3/8" EXPANSION JOINT FILLER - - �_CONCRI!Tff FILL 15 70 BE PLACED DRORINISKI ASSOCI S (2) N0.5 BARS AT 24" O.G. (ONE EACH PAGE) ELSE,'.,1ERE - U.N.O. GROUTED MASONRY PER ICBO s1021. NOTE: CONTINUOUS BEPORE FOOTING 15 POURED AND- �N�SUTINC ENI�INfE NC. COST OF ADDITIONAL FIELD AND OPII _ :^1.RK NECESSITATED BY RE- 4EININ. 5 GALUSIT_ THIS IL MHEIRE VERT ED OUT ONEGH .......................................»... elevatio^ - sea bottomhItectural of ploTO BE THE SAME WIDTH A5 PTB., For of St I Items Osl► 12" WALL VERTICAL REtNFOR.GING: PER PLAN e � � I FOUR PULL WIDTH OP PIPE TRENCH QUEST BY CONTRACTOR FOR AN OPTION OR DUB TO ERRORS OR vMM- FACE OF WALL. ■ s HORIZONTAL REINFORCING U,N.O (2) NO.5 BARS IN A MINIMUM 8" DEEP ISSIONS IN CONSTRUCTION SHALL BE BORNE BY THE CONTRACTOR, OP- GROUTED CONTINUOUS BOND BEAM AT ROOF LINES, AND (2) N0.5 BARS TIONS ARE FOR CONTRACTORS CONVENIENCE, HE SHALL BE RESPONSIBLE —_- REINF, PER SCHED. - MIN. 24" PAST JAMBS o«E IN A 8" BOND BEAM AT 8'-0" O.G. MAXIMUM ON ALL WALLS AND WHERe FOR ALL CHANGES NECESSARY IF HE CHOOSES AN OPTION AND HE WALLS ARE ANCHORED TO f LOORS PLACE BARS AT ROOF' AND FLR. SHALL COORCINATE ALL DETAILS. LINES CONTINUOUS THROUGH CONTROL .JOINTS. (1) NOS BAR IN A MINI- � o$ o MUM 8" DEEP BOND BEAM AT TOP OF Ai.L PARAPETS. SEE PLANS FOR ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR MASONRY WITH REINF._EACH FACE - 11 TYPICAL MASONRY BEAM / LINTEL 7 TYPICAL SLAB at GRADE 2 PIPE PENETRATION thru WALL a^ o EXCEPTIONS. REVIEW SHALT. BEAR THE SEAL OP AN ENGINEER RE6I9TEREP IN THE - — ------- - PROVIDE (2) NO5 BARS IN BED JOINT IMMEDIATELY ABO,/E AND BELOW STATE. SGALC: NO Se-ALE SGALB: NO SGALe 5GAL8: NO SCALE ° u SCALE. NG SCALE o �f OPF_NIN65 IN BEARING WALS. EXTENDING 24" BEYOND EACH JAMB, UNI.E55 OTHERWISE NOTE,, DETAILS ON STRUCTURAL JK^V1'N65 ARE Z o o FOR ALL OPENIN55 EXGF.EDING 2'-O" IN SIZE. TYPICAL A5 INDICATED BY GUTS, REFERENCES OR TITLES. �- (2) 05 VERTICAL FULL HT. o 5"4P x 8" LONG COMPRE5 I" pint o PROVIDE SPECIAL IN5PECTION FOR ALL MASONRY WORK VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWIN65- 51BLF MATERIAL AROUND + J a Q ' STRUCTURAL STE.E� BAR A5 SHOWN MAXIMUM SLOPE EETWEEN BOTTOM5 OP FOOTINGS SHALL BE 45 DF6REES c c n - CONTR A,-ON DRAW(0R SHALL VERIFY IN FIELC ALL EXISTING CONDITIONS SHOWN P. -- p ASTM A-96, EXCEPT A5 FOLLOWS: PIPE 5TEBL: ASTM A-53 GRADE B, NGS. pit OR M A-3 TUBE STEEL: ASTM A-500 GRADE B. BOLTS AND PLAIN STEP AL. STEPS AS REQUIRED. SBE ^- a TYPICAL STEPPED FOOTING DETAIL. W °«v ANCHORS: ASTM A-301. LATEST RISC HANDBOOKS AND CODES APPLY, ALL CONSTRUCTION MEETING OR CRG551N6 EXPANSION OR SHRINKAGE y f FINISH A5 PER ARC•HTL. CONTROL JCINT_ IN FLOORS OR ROOFS MUST HAVE PROVISIONS TO DOCK WALL 8" G.MU. Z MINIMUM EMBEDMENT OF ALL BOLTS IN rSROUT OR GONRETE SHALL BE 8" ACCOMODATE MOVEMENT OR MUST BE DELAYED UNTIL THE JOINT 15 36 PER PLAN - TYP. ^ o INCLUDING BOLTS HEAD,OR 5" WITH A 9" HOOK CLOSED. I o ]$ 06x �rtl SMB NOTE No. -- I N0.4 BAR AT 18" O.C. WELDED ANCHORS AND SHEAR CONNECTORS SHALL BE ICBG APPROVED DRYFACK SHALL E'E ONE PART GEMENT AND 2-1/2 PARTS 5•�ND WITH III-III=III III-I I�iII- �+ - r , E r° NELSON, KSM OR EQUAL ST ENOUGH WATER TO HYDRATE GEMENT AND FORM A BALL SHOWING DOCK MALL PER PLAN a - (2) 05 VERTICAL FULL HT. 1=III`I I I-= I=I I --I I -I u ^i MOISTURE ON THE SURFACE WHEN SGEBZED 17 SHALL BE Rt MMMD IN �� I I 11011 _11EI -I c o t MIGHT TO MAXIMUM DENSITY ATTAINABLE, MINIMUM 28 DAY 5(REN6TH \ • * I,,I I- I_I I -I I C n s WELDING 70 BE 5000 6i. ADD 2" OF GOMPRESSABLF. I. ■�� e.^ o p • I I-1 I I III=1 MATERIAL AT END OP EAR MASONRY BEAM ALL CONSTRUCTION AND TESTING PER AMERICAN MELDING SOCIETY IN LIEU OF DRYPACK, 6ROUT SHALL BE NON-SHRINK, NON-METALLIC: U.S AND WRAP WITH TAPE LINTEL PER DETAIL III- I a 3/4"C x 12 SMOOTH c E o BY' GROUT CORP., FIVE STAR GROUT, ASTM G-821, G Iql, AND G 10g, OR I 1 C o� CODES i RECOMMENDATIONS ALL WELDING SHALL BE DONE B. WELD- 122-- S 11/6�N / •':•. .�i - -_ II •' .•. � o� � {,I PRIOR APPROVED EQUAL, MIXED AND INSTALLED PER MANUFACTURERS WRAP TAPE AROUND BAR--- . EAR - SEE! NOTE No I. v` -3 0 ERS HOLDING GURRFNT VALID CrRTIFIGATES AND HAVING CURRENT EX- ---` J GROUT GE-LS SOLID-' PERIENGE IN TYPE OF WELD GALLED FOR. WELDING RODS TO BE LOW RECOMMENDATION. MINIMUM COMPRESSIVE STRENGTH SOOCpeI IN 28 TN15 SIDE OP JOINT pint HYDROGEN TYPE, E10. DAYS, r----- ; I I- -- - o. AT OPENINGS FINISH A5 PER ARCH?L./CIVIL 45° -I L Fes-rSr o v WALL EXTENSION WHERE I PER DETAIL 14/65N -�I ■ • ALL BUTT WELDED SPLICES IN MATERIAL THICKER THAN 5/16" SHALL BE SHOWN ON PLAN-- �ti -- -•N0.4 BAR HORIZONTAL - AT 12" O G. INSPECTED BY AN INDEPENDENT TESTING LABORATORY, TO CERTIFY ALL INSPECTION SPLICES A5 MEETING OR EXCEEDING STRENGTH OF MATERIALS SPLICED. _ --� _ __ — - / Job No: E3 —L— 6" _-,� NOTE: 001/// 9 3 4 51 TWO COPIES OF ALL TE57 REPORTS AND A LETTER OF SUCH GERTIFIGA- PROVIDE SPECIAL INSPECTION FOR THE FOLLOWING ITEMS: TION SHALL Be SUBMITTED TO THE ARCHITECT. U 1 - ALL SITM MELDING FOR H > TIN R 2'-O" PROVIDER RETAINING 2 - ALL MASONRY CONSTRUCTION NOTES: bee detail VHALL PER CETAIL 1/501 ALL WELDING, OP REINFORCING SHALL CONFORM TO THE -'JCTURAL 1. PLACE JOINT REINP. A5 SHOWN AT ROOF LEVEL t AT DO NOT EXCAVATE A TRENCH CLOSER THAN A 45 DEGREES ANGLE EMLOW BOTTOM OF Sheet WELDING CODES - REINFORCING STEEL AWS DIA-89, BOND REAMS. NO OTHER REIN-. THRU EXPANSION JOINTS. FOO b D FOUNDATION Date: 10 JUL 93 2 SEE ARCH, FOR JOIN1 TREATMENT. WELDS INDICATED MAY' BE MACE IN SHOP OR FIELD WITH APPROVAL. Scale: SEE PLACE � (� Drawn: J PROVIDE SPECIAL INSPECTION FOR ALL SITE WELDS WALL EXPANSION DINT TYPICAL MASONRY LINTEL BEARING TYPICAL CONCRETE SLAB TURNDOWN TRENCHING at EXTERIOR FOOTING - 1 Checked: KDR Se-ALE! NO SCALE SCALE NO SCALE SCALE: Ncd SC,1,` 5CAL8: NO SCALE -� c OF -� ■ ■ Wf D JUN 16 17:34:5'2 1993, STEVEN J. KEYSER. 451--GSN.DWG r " IF THIS DOCUMENT IS LESS T�I III III IIIIIII III III III III III III T�i Tll III III IIE111111111iliT IIIIIIIIIII �<I I p APRIL. �,�� 1994 LEGIBLE 'EVAN THIS NOTATION, I `2 4- I 51 6 4p � 0 N"11IT IS DUE TO THEQUALITY � -_ -_ - - jb"��,.--•� 1 OF ._..._ , THE ORIGINAL DOCUMENT. ll�,llll,l�►11„11111„�;►1,41„�►,,,i►►1111,►,i,l„►„►i„►�►,�,�,��,1�,l ,i►1►,4,,,� ►„i;,",,%,►��1,►i,,,� ,;►„►,► .,,,%,Q ►i,��iii1'►��i,►,► „►i„►�►,►,4►►,��, I llilll ll�l► Ill�II� ►.I 9��III�TQ-- 4 I ��!;I�il��,ll�illll�I►�� ►I 1 i � 1.0 20 3. � � / ■ ^ .0 4.0 5.0 KE YED NOTES : - -65N ------ - -- -- 109''0" 1. MASONRY WALL CONTROL JOINTS PER ARCH. KEEP MIN. cc- --- - - - -_ 5'-0' OFF CENTER OF BEAM BEARINGS TYPICAL _------------------ _--- - OF SAND ON 6 MIL POLYURETHANE VAPOR BARRIER OVER W J I , I 2' ABC PER SOIL REPORT - DRAINAGE SYSTEM AND Q I , SUBGRADE PREPARATION BY OTHERS I- 0 I 1 I I 1 I 3. 2'-0'SQ. CLOSURE POUR AT COLUMNS PER DETAIL 1O/SO1 T f-4" B'-O" 1 6=8" 1 4. CONCRETE RAMP U O ` I 9--i--?-4 5P8b <. 'm V) 5. 8'x 3'-4' SOLID GROUTED MASONRY PIER AS PCR DETAIL 165N No. 12C/GSN FULL HEIGHT------- 1--- - < OF -- ------ ------- --------- I 6. 'x '- • - -- -- LID GROUTED MASONRY UNDER BEAMS TYP. - l" 1 r--- - ---- I , I -� --r--� I--- -I --- _ I- ---- h: _ PEi 1 N -- -- ------- --- -------------- I 1 I - ----- - ------- --- -- -� r 2A GS V I I 1 I B 7. 12'x 2'-8' PIER PER DETAIL 12B/GSN J 1 13 O 5D1 15 13 a i I Ba I 6. x WALL EXTENSION AT BEAM BEARING W b5N Q65 , I 9. JAMBS AS PER DETAIL NO.19 / GSN - TYP. Q N 1 I t--------J tp L---- -- S 11 1 1 /4 BARS AT 16' O.C. EACH WAY 0. SOLID GROUT AT BEAM BEARING END OF WALL 0 Q,^ 1 SDI I i 5C1 ! j. I I 11. 6- CONCRETE SLAB WITH z W � Z I I IN CENTER OF SLAB OVER 4' ABC FILL ON SUB GRADE n�,.► 2 Ba I I PEPRAMSOILS REPORT - SEE ARCH. DRAWINGS FOR SLOPE � Y !I _ T I I I I I cdx SDI q 65N I , 12. 8' DIAMETER STD STEEL PIPE COLUMN - TYPICAL 2 13. DOCK LEVEL'R SLAB AT LOADING DOCK O I I I I ___ ___ I 14. CONTIA'UF. WIRE MESH THRU JOINT MARKED FROM FRONT Z ------ --------- -------------- I ---- - ---- -- I TO REAR I I - I I I I II I 5 u I O b'-O" 4'-4" I I I I 1 8 4 I b 15. STEPPED FOO. IC L5 REO'0 PER DETAIL 3/GSN cV M I i 16. 4' CONCRETE SLAB :NTH 5X6 WI.4x W1.4 W.W.M. OVER 2' m o. 1 I II I Q 8a 5D1 I ( OF CLEAN COARSE SAND ON d MIL POLYURETHANE VAPOR ■ ■ SDI BARRIER OVER 2' OF ABC PER SOIL REPORT - DRAINAGE I J i I SYSTEM AND SUBGRADE PREPARATION BY OTHERS I I L-_\v L_ 5D1 I 5D1 m.o. 17. 1' EXPANSION JOINT PER DETAIL 15A/GSN r [ ---------`--, I \ 8 , L-- ------ ____J ------ - ---------------- ------ 18. 1' EXPANSION JOINT PER DET 158/GSN -------- -------------- ----------- ---- ----------- 3111111111m= /Z -- ----i I I 1 r-- ------ -------_K61--- F ------ ------- ----- - - ------------- - - ----- ------------ ----- --- ------------- ----- -- 19. FOOTING AT BEAM BEARINGS IN SIDE WALLS - TYP. PER I L _ _� 1 _j I _____----------'-1 DETAIL 4/SDI OR 12A/SDI 4 I 9 i I 15 5 8 41 10 !'-o" F-2 IO I I F-2 5D1 SDS 9 r 1 1._b.. 1 9 '!-4 + typical 15 1 I I 1 Q N 1 I I W U i I OL � I I 1 I 1 I I I I I I I I 1 I I I I I I 1 � G ENER AL NOTES : 1 1 1 1 1 1 1 1 1 I It8^y1 1. GENERAL CONTRACTOR TO PROVIDE FOR BOND BEAMS FOR 1 INSTALLATION OF CANOPY WHERE SOLID GROL ED WALLS LDO NOT OCCUR. am......._ 5-O" t I F-1 F-1 F-1 1J 2. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS I,......0 _� __! __� 1 3. SEE DETAILS 4/GSN AND 13/GSN FOR REINFORCING AT III jj I I� CORNERS I I I I I I I I i i v 1 < 4 o I I I 1 I I I b _. t--- - L -- ---J L--- ---'J Q V I r ' <� Iq 14 I �) FOOTING SCHEDULE Z e5N MARK SIZE DEPTH REINFORCING ■ ■ typical I F-1 -r-O" x 't'-O^ I'-4" (6) N06 BARS EACH WAY I front/roa I -- I I F-2 5'-6" x 5'-6" 1'-2" (b) NO.'S BARS EACH WAY � I I F-3 4'-6" x 4'-6" 1'-0" (5) N0.5 eAIES EACH WAY 9 '411 I � 3 or S51 Dl righIcol t/left ; 5D1 5D1 1 I recta i 3'-O" Q L.�.......- F-1 F-1 s'-o"- I tti0 F-1 5D1 L..... O � �--- --� � J J O r--- -- r -- -- 0 or 4 �- SDI I I '�' I , ��% , ,;O) I 6 ►.. I Y O I 1 I I I I O I or t---- ----J O L 1 p J I 4 ISA r v 3 1 I 1 19 9 typical �°I_L, I SDI enclosure I I 8b I I GSN I typical front/rear 1 1 I I 1 O ' I I p I I I 1 8a ( I 65N I I ■ ■ I typlcal r!ght/left I I I QG\ G ry fS�•l EGON 4E'776 F-1 F-1 F-1 .......r- C 2 1 p i I r---4 I� � ''• 2 1 � Q Tnu Orevla�Has Men Preaved Br. B I to I 1 i i v 4 0 I I I I I I 0 I MM evlewed y (j ,.......1....... ;p L--- ___J L--- -__J • '� 1 ROTTAR PRINISKI ASSOCI $ Q a 1 5UlTING ENGINEE , NC. ,p 1...... For C rr r � 11 I I I 19 I I c c°.' I I o�- 1 I Z o I I 1 1 ^ o 4 I I o :'� I I CL > o m I 1 gag 1 $L 5 I \ I CL^ I I y c I I o0 I I O co'un I I ^ q 0 4)'E ° 1 I n 10 Z)$ F-3 F-2 F-3 F-3 F-3 ; o; a I 5D1 r � 9 � 7 - q •� 9 I E ^ 1 n SDI 9 I 2«.. i --- tr -- - __ L-------------- - ----`- ----------- -------- --------- - -- r , - r 1 r --- 1 _ 1 ^ k ______ --_•_.-__-.__ ____-._-.____J I I I-----__-_ --__J L-- -------- - __ A - _ --- ------- ------------ ------_------- L- --- �7777 L----------------- -- ------ -------------------------- -------------------- J , , o -----------------� ------ ------- -------- ---- ---�--^- -------- Ln.^ o -----' 11 I r- r----- i r----•-- -----� � �� 3 ^ L.---�J L-----' ,► -- -- bel'-3 1/2" 14'-O I/1"t _ 37 48'-8" L-----' 39 o f ^ - -- ------- - - - --+�' mosonry opening ------ ----- - `-�1---�'-- ---. d m.o. o a Verlfy w/ aOr euppller I I F� .�iuo 42'-IO" 1 �� ■ 1.0 2.0 3.0 Job No:4.0 -- - - s.0 93451 ------------------- ----------- Dote: 10 JUL 93 Sheet No: -r�,raa SW DARTMOUTH STPEEI ---- ---- Scale: SEE PLAN BUILDING FOUNDATION PLAN Urcwn: ACP S h 171F 4e I0 - - - SC--0 1'-0" Checked: KDR THU JUN 17 07:57:29 1993. THOMAS H., 451-S1.DWG ■ ■ 7 4 I F THIS DOCUMENT I IEMT_ qIVI IIIII 1 > . I-lI IllAPRIL --_ APRIL 23S LESS 1I1I 1I I1 1 LEGIBLE THAN THIS NOTATION, :. - J � 1994 IT IS UUrf0 THE QUALITY OF - � - - - - No 3e THE; ORIGINAL DOCUMENT. ��E 7, 8L LL L Z �L 6� L TL Z T BI LT 8T T ��i �sT ZT TT T A 9 L 9 4 f B I Z Tvxue �� 11�III 1111111�1111�11��1 �I�1 �1111111�11��1 II IIIII��111�111111111111111111�111�11�1111111111111�1� 1��►I�I►� 1��11.I1 11111111111111►11111111111►1�«ul�� u�►I�� I»1��» ��»►��1►�� K E Y E D N O T E S - 1. NOT USED U') IID 5D7 2. BEAM BRACE ON PURLINS ADJACENT TO EACH COLUMN ON EACH SIDE - TYPICAL PEr LETAIL N0. 5/SD2 �Q ^^3 3 KNEE BRACE AT FRONT W1-LL PER DETAIL No.6/SD1 AND < M3 -_- --~_�=-- --Y --- B/SD1, ONE AT EA. PLRU d AT 12'-0' OPENINGS AND WQ ( I I JAMBS 4. BRACING UNDERSIDE OF CANTILEVERED PURUNS PER 6/50 ^ 1 1 ! 1 5- PROVIDE 1--1/2' DEEPER GLB PURLINS WHERE ADDITIONAL U "i 1! ii it i SIZES LOADSOFNEQU P, SOFFIT,ESPRINK+LER MAINS NDAOTHER TION D U U) 1 a0 SEE KEYNOTE /21 ii LOADS WITH MECH, ARCH. AND PLUMB. DRAWINGS, ALSO { { 5D2 `� 1 0l 6. SOFFIT LOAD OF 60 PLF OF SOFFIT - TYPICAL DESIGN PURLINS FOR LOADS WHERE OCCUR /•ylit I7. TYP. MECHANICAL EQUIPMENT SUPPORT AND ROOF OPENING Q1 IE 1 1 PER DETAIL 11/SD2 W 1 Q 5Da I II II 5/8' - 5 PLY ROOF PLYWOOD OVER ENTIRE ROOF ON `2 2x6 SUB PURUNS AT 24. O.C. U.N.Q. s O { 1 9. KNEE BRACE AT DOCK WALL PER DET. 6A/SD2 Q Cr { I 10. DIAPHGRAM NAILING PER DIAPHGRAM SCHEDULE MARK D2 1pZ { I ALONG PERIMETER WALLS AND WHERE SHOWN IN SHADED w AREAS. MARK Di IN CENTER PORTION } Q 1 1 11. STRAP AT 8'-0' 0/C ON IST PURUN ADJACENT TO SIDE _ {1 WALLS TYPICAL PER DETAIL 3/SD2 tv.I I0� T t p' 12. PURUN BRACE TYP. AT MID SPAN OF PURUNS PER DETAIL 55 b SDa 10 12/SD2 Y Z Mi I D7 ps I 65N - Ml 13. DRAG STRAP PER DET. 4/SD2 LINE UP Ill 0 --------- ------------------ -_-__- --------- ----- -- ---- _ - ---------__ _. _._._--- 14. DRAG £TRAP PER DETAIL 15/S02 IJNE UP W/ LEDGER Mj 15. TYPICAL CORNER DESIGN LOADS FOR MECH. - EQUIPMENT -- VERIFY WITH MECHANICAL ■ ■ 19 4 {9 IZ 16. 'L' AT PIER / KNEE BRACE PER LETAIL 8/SD2 5Da = 5D� 5D� ' 17. k00F HATCH - SEE DET. 11/SD7 FOR FRAMING AT OPENING 1000 ' I IB 14 16. C15x40 LEDGER / CANTILEVER EA. ENO OF CANOPY PER 7/SD3 19. ANTENNA MOUNT - SEE DETAII 807/AB AND 608/A8 20.SiMP. 'HHUTF' PROVIDE 3 DEE 2 . _».._.__.._...�.,_ .._.__._..._._.,.._ ___ .._..__ , .. .:.:,. ......_.__ .._ _. ._._. � ._..._ _._...._ .._-.,.,..... .. ...._.. 1 DEEPER GLB PURUNS PEk SCH U NOTES 22.2x8 SUBPURUN IST BAY AT SIDE WALLS (PRJVIDE 4x8 AT STRAP LOCATIONS PER 3/SD2 23.PROVIDE W SUBPURUNS IST 3 ROWS ALONG WALLS WITH N1 PARAPET WITH. SIMPSON 'FN28' HANGERS - TYP, ENTIRE O FRONT WALL OL 3 8 5Da 5Da , IB2 �_I I B3 5Da I ( Bl ( `�I ( B4 I 1 1 C-5 r-- :2 E- 1 1 1 ( 7oolb4.• ..N -I I a `-120a1bti � v ! GENERAL NOTES . I _ s s 1. SEE SHEET A3 FOR MECH. UNIT LOCATIONS - N 2. SEE DETAIL 4/CSN FOR REINFORCING AT BOND BEAN. I I I I I I I I I 0 7001bs. =� + S T R U C T U R AL . • - 5 5 SCHEDULES . ° aaCl < Z N r''7 d ,r7 ,p h 07 11 - --- BEAM ■ - --------------------- r ----- --------- }s� mark beam size I -- -------_..i I-------- - A ! ':rF gt vLB 8" x 10 r _.. _ - J 5 ! c ; l000lb6. II B2 bLB A" x 50" ----- l --------J q 83 bLEI 0" x40-I/2" `- •' 10 t�p10 �Q D2 q 5 q Dz 85 bL6 6-3/4" x 94-I/2" _ I 5Da � 62 1 typ B3 ( I B1 I typ B4 C C G=5/4„ G=5/8" I G=5/4" 0 , ��+ typ typ 7oolbs. DIAPHRAGM ` to typ" mark nail spaces (1)(2) F II �\\+ la '► l vi I ALL ED6E5 ®LOCKED b" O.G. D1 ALL SOUNDARIE5 AND PANEL ALL ED6E5 BLOCKED 4. OG" D2 LEL ED6ES ONALL Efil fill NS 65 ANO RAL- `�+ OC ON OTHER PANEL ED6E5 7001bs. - 22 a ++ (I) ALL NAILS IOd COMMON 7) INTCRM DIATE SUPPORTS - 1,2" O.G. NAILS �� ■ STA66ER NAILS WHEN SPAc-.N6 15 \ 5" OR SMALLER ON MIN. 5x MEMBER B' B4 � 48 63 _;_ B1 ` ------ N f-------- '1 ri � RE ON 1(--, a d { 1200lbs. I C (I) C�� 27 i9`Q IL--------JI d LINTEL y� $. PPHN 5Da mark width depth b.b. reinf. Mi 6" I'-4" (2) No 5'6 This Drawing Has Som Preaared By, --)3 3 KnRA 1 3 M2 0" 2'-8" (2) NO-1 4 d vlewsd B R PRINISKI ASSocIA 5Da C LILTING ENGINEER C. 9001bs. - ti,3 B" 4'-O" (2) NO 5's For Cwrat _ r---� 4001bs. I H I M4 b" b'-O" !41 No 5'e ■ - ----- --------•-- ■ - O o 1 I 1 e^�s I -1 n (1) for Openinge <_ 4'-0" - USE MI I I - P� `d a b x for openings <_ 6'-O" - USE M2 e o I A I 5Da ++ i 5D2 400tbs. r c" 18 j O �:+ fir opal t 8'-O" - USE M.S n 1 1 9001bs. •, , _ 8 cV O high �_ _� r 3 Igh 1 i 1 ` -----^ ! for openings 5 12'-0" - USE M4 r�ac 3 f1 c 5D3 hD ! s,.,, .1., 10001b.1 - 3 33 18 see dekall No. II/65N �/ o c -' ------- ---- - 4001bs. 11-�D I - ----- �(law� - - --_ � �� low I I I � IQ I 61D2� �r•- a1 0 1 - - - M4 --- ---- 1 -- --.._ .__..-_.._. ---- - - ------- ---- o .... . ........... _._...---__ .._.__.- ..- _.,._ ._ __.. _L_... r-- r - -. -__. ------- --------- � 7:---------- --•---------- --••-- ----- ---- { -' I --- - - --------- ------------ -------- ----------- ---- -------- - - PURLIN / JOISTS o� mark purlin size (1)(2) ° typ. PURLINS 6LB 5-1/0" x 2"1", � leol PURLINS 6LB 3-1/8" x 21 `o a li`'J la PARAPET I2 PURLINS 6LB 3-1/0 x 25-1/2", 1� ° ° 3 1 high I a high a high I 1=4 PURLINS 6LB 5-I/8 x 26-1/2", 5D3 5 3 5D9 /` Pd-?6 P��F DRIFT PURLINS bLB 3-I/8" x 50", O low k low n- a o "I 4 1 yP' 4 1 Pb=25 `Sr- BAS15 SNUW G=1-I/2 N °_ 11 1.0 22.0 3.0 4.G 5.0 5D3 5D? `, 5C3 SG3 9D5 5D5 5D3 �/ F� ■ I, Add joist depths per key notes g_6 and 21. As !ol ows: Job No yob SNot root at cantilevered pur a✓-O" = 156'-0" - - ----- _ _ ---------- ►fir II,_4„ 3" Par, loads d oo 0o o 1500% 9 451 2. Design pvrlins for loads as spoci- - Shect No: -~ 201 ROOF FRAMING PLAN ___ _ ?02 SNOW DRIFT LOAD ?led 65N plus any mechonlccl Date: 10 JUL 93 or upec-lol loads as shown on plans. SCALE: 1/0" 1'-O" 5c -:.E. Iib' I-O See 202 far drift loads. Provide Scale: SEE PLAN min 18'-O" 6learanCe. C Drawn: ACP J 2 S;W PAFIMOUTH STREET Checked: KDR (3T 4R WED JUN 16 18:49:34 1993, STEVEN J. KEYSER, 4"51-S2.DWO i TF T11IS DOCUMENT I:; LESS r111111l111111l 111 Jill 111111 Ill IIIA 1 7'I� I m rlllllr iIiII f�fllllll'flflt1 Iltll VIII I`IIIIIII IIIIIII�IIIIIII VIII II�IIIIIII IiI�II(I��111�111 1111111 1111111 111111 - APRIL 20 1994 12 LEGIBLE THAN THIS NO'T'ATION, �_ � 1I - � ��`* ) 11 � Imo---I �..__..•.I._.�L I__._QL._..-� -�l � i"' � 11 I � IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. Itirill �Z9ZL711,11191,1111111 Z4Z 2111-11- 91 LL Z L1 191 I i8 L ll IIIIIIIII�IIIIIIIII�IIII 1III 111111iIIIIIII�II�IIIIIIIII�IIliliriiiiillllllllillll III Il�ilil IIIiIiiIl Iillliili 1111111 Iliillll�lli�illl II11�1111 illlflliT Wli lllillllI Illi" "I 11.1i11�ff11 �illlllt ill-hill lil�lill III114ii� 4 • L;o^EL FOR BAR, (NOTES: -76" MASONRY WALL - SCE 65N t PLAN FGR GMU PER FAN AND I SEE DCTAIL I/5D1 FOR ADDT'L INFO cv '_ �-RCINPOkGlh6 l � u) 65N -- M \ i 114x12'-O" AT 4'-0" O/G CONT, THRU JOINT - 8 MASONRY ^ALL - SEC PLAN FOR a RE.NFORGEMENT 51ZE AND SPACING ( ) CONCRETE SLAB - SEC FOUND, PLAN I `� w (2) NO 5 BARS HORIZ IN BOND BEAM - W < NOTES: O. JOINT PER 8M'65N V"OCK AT ADJACENT FLOOR ELM,/. �•� 1. SCE DETAIL 1/501 FOR OTHER INFO E minimum lap f1 2 p Q 2. SEE DETAIL 3/SDI OR FOR GOND, AT , FLOOR JOINT PER DCTAIL 6A ( 65N V v 'ASEE DETAIL 4/501 FOR OTHER iv _............. - -'- 3'-0" rs. INFO • I 2'_0 LAP Q o 1 e O Q 0 0 - ww r• H t/ ___1 .. ........ 205 CONT. 0 - _ 1- _ a � a) L (1) NO BAR HORIZONTAL, CONTINUOUS p 6, w V) O . O Q x • 1 D U -04 AT 12" O.G. ti -(2) NO 5 BARS HORIZONTAL, GONTINUCUS O o o O Q Q N ° ° 1 45 AT 12" O.G. AT 'A' r� G O y FINISH PER ARCH / 6 Y 6' DrnRE55CD STEM No 4 x 12'-0" AT 24" O G-- W -CIVIL ■ CONT THRU JOINT C .� TJRNDOWN AND REBAR PER e M o • " ��4 BAR CONTINUOUS E 1 r DOriELS TO MATCH t LAP MA5ONR. VERTS. �- - Ce a DETAIL 4/501 AT 'A' __2" PER 6SN s PLAN - EMBED 2a INTO GIP GONG O 4 Ce -_ t • STEM ` IT clr z No 4 x BAR AT 24" O G—� w fY 04 HORIZ. AT 12"O,G. �, " O AT 'A' ■1. �I i � .i \-_ 05 AT 12. O G - BEND 4'-b" NO 4 BARS AT 12" O G EACH WAY - BCNO 04 AT IZ" OG —f t a VERT INTO SLAB AT 4'-0" O G. CENTER IN INTO SLAB L Iq Oo • W LL CN No b BARS AT 24" O G Bi r • r, • p SCE FOUNDATION PLAN FOR POOTiN6 WIDTH GROUT 5O''-I0 BELOW FLOOR ■ n I I L -see Ioundatlon I p U (3) No,5 BARS HORIZONTAL 9° 1'-0 " �r-- plan ,n •��• • FOOTING PER �f�Mff clr. ctr m;n FOUNDATION PREPARATION ' PER 65N AND 501L REPORT pee fplondation 20 _ __ 16 _ _ 12 PROPERTY LINE FOOTING — —V_ — WALL at DOCK AND TRUCKWELL (4 )�Q��R TY LINE MASONRY WALL FOOTING SCALE: NONE SCALE NONE SCALE. NONE SCALE. NONE SCALE NONE r C -STEEL PLATE 8/8" x b" x b" WIT4 NOTE: 2 STEEL PENCE - SEC `�\ i �{ 2-3/4" DIAM, x 8" ANCHOR FOR 5EE ALSO 11 SDI FOR OTHER NOTES U ARCHTL. DRAWINGS ' ; ; R11LIN6 GONNCGT4ON - 5CC ARCH. N ALCCIFICATIONS FOR 51""AaINIS USE PIPE SLCC'/C 8 DEEP 8" F1A5O1iRY WALL - SEF 55N PLAN - > FO'Z REINFORCEMENT SIZE_ A SPACING ............. ............................ FINISH GRADE OR PAVEMENT SCE T 1. ARCHITECTURAL DRAWIN65 b ct• lea / SOLID GROUT .............................................................. .:....- (2) NO.5 5AR5 HORIZ. IN BOND BEAM O BLOCK AT ADJACENT FLOOR CLEV ' h NO 4 BAR AT 12" O.G. EACH WAY IN No,4 x 12'-0" AT 8'-0" O.G. CONT. THRU x CENTER OF WALL JOIST JOINT PER 6A/65N 2'-0" Io I I I I I I I I • N0.4 x �-AT 24" O G. � S o .. o w 0 O ry FOR "WIDTHS" GREATER THAN 2'-b" ( C NOA BAR AT 12" TRANSVERSE W/ N; F � I I I 1 1 1 I 1 1 NO 4 CONT. LON6IT AT EA. END NO 4 CONT. E c �(2) NO.5 BAR$ HORIZ. CONTINUOUS NO,4 x _r BAR AT 48" O,G. N O HEIGHT _ WIDTH Nob BARS AT �a' CC " , 0 40 TO 2'-0" 2'-b" SOLID GROUT BELOW _ 2'-1" TO 3'-0" 3'-0" l f _ 3'-1" TO 4'-4" B'-b" (2) NOS BARS HORIZONTAL- 2" clr. "w dth" FOUNDATION PREPARATION PER see foundation 65N AND SOIL REPORT plan q ONCRETE RETAINING WALL at DOCK LINE MASONRY FOOTINGSGALC: NONE SGALC NONE SCALE. NONE (��C SGALC: NONE (D�q�PER�TY SGALC. NONE 0 5" x 5" x 1/4" STEEL ANGLE- WITH 1/2" DOOR OR wINDOW - SEE t1Q DIAM. x 4" HAS AT 24" O.G. ALL FLR PLAN FOR CONDITION f� CDbCS OP DOCK LEVELER O BEND CMU BARS INTO PERMISSIBLE CONTROL JOINT 1/2" RADIUS TOOLED CDG! SLAB AT 32" OC, - MIN. PER OA/69N WITH OUT SHEAR DOWELS 1 (2) BARS PER OPCNINd, V f0 2'-0" typical Ica I _� 0 CENTER REINFORGIN6 IN CONCRETE �-- w,th floor mesh }�- tiQ AT TOP AND BOTTOM IN WALL v P` DASHED LINE INDICATES SQUARE EXTERIOR SLAB - WHCRC -CONCRETE SLAB - SCC STEEL COLUMN - WHCRC OCCURS OCCURS / FOUNDATION PLAN N0.4 BARS AT Ib" O.G. MACH WAY - - • '�^- • I / SPLICE AS REQUIRED PER 6SN X FINISH �SRACE- - SFC DETAIL NOS TH15 SHEET • ----------- , FOR CONTINUATION --(2) N0.5 BAR HORIZ ROUND STEEL PIPE COLUMN - SEE PLAN . •.; • • • • N0,4 BAR GONTIN. ■ ■ FOR SIZE, LOCATION t WHERE OCCURS . / t I t� 'SOLD 6RO;.iTEP MASONRY i \� .' I ••••�•• REINFORCE PER 1;502 Q, v F E ,� j / oREooy �- FOUNDATION AND STEM---� I Nee ►aundot,on s PER DETAIL I/502. 'EFF--------- plan C. 'A 77 FA Thh Un•uy His t'Jssn Prwr-d BY: — — 10 TYPICAL EXPAt-!SION JOINT at COLUMN 6 DOCK LEVELER PIT i - DEPRESS..D STEM at DOOR OPENING — �Y)QA An nsvlewsd By Q 14 \E)ROTT,.',PRINISKI A..SO('''.-:S 18 - SCALE. NONE SCALE. NONE SGALC: NONE SCALE NONE 5c:Al C: NONE OflSULTING ENGINEER C For tm,s of Struct toms 004 CONTINUOUS 3" x 3" x 1/4" ANGLE NOTE: • WITH 1/2" DIA. x 4" HEADED STUD FOOT!N6 t COLUMN CENTERLINE AT 24" OG. - WELD TO CHANNEL 1. CONCRETE STEMS IN LIEU Oc MAS- v o I 2'-O" min lop, ONRY ARE AN AGGEPTAFSLE « E JAMB - REQUIRED AT POCK STEEL COLUMN - SEC PLAN FOR SIZE ALTERNATE, o LEVELER ONLY _ //-- AND TYPE FT( a. --.-....................................................................................................� P'^ E• 2.ADD 2" TOP PEP7H H FOR ../ERY 1 ; 4" WIDTH IN EXGES� OF I'-8" • 8" DEPRESSED STEM--- •. ' B.WHEN RETAINING HEIGHT EXCEEDS 1 o n ° i I i 1' 4", PROVIDE`. GOI.CR_TE STEM J ° CONCRETE FLOOR SLAB OVER 1 i _ W PLOCIt TIES PER DET. L/501 AG-6RE6ATE BASE COURSE I I �; No.d CONT. SEE GI'v IL EN6'NEFRIN6 o b$ SEE PLAN i, 8" MASONRY WALL - SEC' 6S+N FOR DRAWIN65 FOR ALL EXT, . ^ n i 1 i (4) 9/4" DIA ANCHOR BOLTS WITH 8" h REINF. PER 8/SDI R_INF,:`RGEMENT SIZE t SPACING ELEVATIONS s SURFACES y , o crb 1 --EMBED MINIMUM y p e -•(2) No.S EARS HORIZ CONTINUOUS `_'eC ALSO NOTE 03 v o.0 a ; (2, NO.S BARS HORIZ. IN BOND BEAM-------1 � � < I-li2'' I E O BIAGK AT ADJACENT FLOOR FIN. FLOOR LINE 1(4 s 1/2" EXPANS!C 1 JOINT U.N,O.- PRO,ICE (2) 01 IN Il" MASON.'! o ' t U :-- I PLATE E314" x 13 x 18 FOR B" DIAMETER i W o v O 0 pr COLUMN aQ 1 m 8" � o •fin z CONCRETE SLAB OR ASPHALT - O O Oo E E n ON GRADE - SEC PLAN FOR - -- - TYPE- T CAST-IN-PLACE! GG>: (2) 85 24" AT PIER --\ CENTER UNE OP BEAM C4 PLATE Y NAILING r — ■ e 0 e e e e ■ e ■ + - ■ ■ AND WALL q� PLATO 4 x 4 CONT W: 9/a" -----CO NOT CONTINUE PLYWOOD OVER y PLYWOOD NAiLIN6 -- GC,rTCRLINP_ OF SYMMETRY �e --LTO BLKb 12 x 3" SCREWS AT � N 2 x 6 SUB PURLIN U.N.O. Q VIA. STUD BOLTS A i 24" O G.-- „PINT 24" O/G AVC NSC 2 SCREWS If, 18" 8'-O" 0" 46" SPAGEJ MAX. SPACE, 48" ,F - 5'.MP 'CS150' 16" LONG AT -- g 4" O G ON 4 x 6 5LK6 Lu rid (2) ROW5' OF IOo NAIL5 AT Q 9x8 PL WITH 3/4"m A BOLTS AT 48'• 18/502 to WALL TOP Pl_.a'E P_Ft E AND ON WALL TOP PLATE L— O.G W/ MIN 13) 8d OG. COUNTER SUNK / 2 O Q 1vAIL5 TO SUB PURLINS PLAGC \J Iq DRAB STRAP PLATE 10 hSIDC OR OJT5IDC OF HAhbER—1 - SIMPSON P26N J015T -v PLYWOOD - SEE SHECT 6511 bDAbC x 4" x 16'-0" I /fWal or HAN6ER5 (SIMPSON ROOF' PLYWOOD 5p2 ( 1 �• shop weld FN28 AT 2x8 J015T51 —BRACE PER bi5D2 `./ PL r'WD ED6C NAIL PER 65N I/8 ce150 to L. 4 x b BLKb, EVERY OTHER READ W/ (2) 8;0 SGREW5 CARS s: 2'-O" I __ �� 12'-O_—_ _�-� �/ I' AT SUB PURLINS WHERE G5 BAY W/ SIMP 'LU' EA. ENDQ 16" DEEP BOND BEAM - WITH (4) NO BARS - 5TQAP OCCURS-- / 115E BLK6. CA. BAY IF HORIZONTAL &ROUTED SOLID Q l"1 (2) No 5 BARS CONT. IN 8" ELKO LCN&TH > 3'-0") METAL 5TUD5 AT 16" O.G. PCR X I r ,`DEEP BOND BEAM AFtGH. // KNEE BRAGS PER DETAIL 61502 AT EA. ° SOFFIT PERPENDICULAR OR END OP ANGEL QI 0 0 o W A - — ° ,; - ...........�, DIAGONAL TO SUB PURLINS c I o ,'% / I ° ° \ ° _ W 6" MA50NRY WALL SEE 65N FOR BARS a: vert. / . U STRAP PLATE AT B'-O" O.G. ea leg l... ...... . z W ROOF SUB PURLINS - SEE 10-AN ON 4x 5JB PURLINS AT FIRST 3/Ib 3 I TYP, SUB-PUKLIN AL50 SCC NOTE --GMU PER 65N PURLIN FROM WALL5 ONLY at brace L 5 of 12" O G 12" \\ - SEE PLr+N f Q PER 3/502 • 5'-0" r SIMP 'W' HANGER W/ MIN. (4) ' Ibo NAILS TO SIDE OF PLATE 3/4" DIA. BOLTS AT 24" CC W/ WA5r+ER• AND NUTS FINGER 4" x 4" x 3i8" x •I'-b" LONb STECL ANbLC W/ - \ n 3/4" DIAM. x 5" HAS AT 8" O.G. a (2) 110.5 -CONT, LCDbCR PER LED6CR 6 x 3 I/2 x 5116 LLV x 24" LON6 BAR WELDED TO IT AT PIER 3/SD' BEAM PER PLAIT T16HT NUT AND UP5L'T THREAD O y O W/ 3" LONG HORIZ. SLOTTED 2x SUB PURLINS AT 24" O.G. v z HOLES 'OR ANCHOR BOLTS IN--- - - MA5 PIER - bROUTP.D SOLID - 5E. PLAN (b) 9/4"m ANCHOR-- 1 4xb BLOCKIN& FLAT TYP. Y+: Q IAe REO'D W/ 14"x5"x5CENTER Of' SLOTS - P PLATE NOTE LICE ROOF SUBPJRLIN L U' OR W' HAN6ERS EACH ENDMP.AT ; (3) .- x2 TICS AT TGF BOLTS AT 12" O G "" ' SIMP 'A35' EACH CNA N USE STRAP r VER FIRST 5LOCK.N6 AT 4'-0" OC MAX PURLINS PURLIN OR BEAM PURLIN PER /502 EACH SIDE PER PLAN —S;MP. "UB" BRAGS AT MID I CONNECTION PER Iq/SD2 ■ • I/4" v SPAN OF PURLINS - TYPO. I ----PIER REBAR PER DETAIL I11 / 65N PAGC OF G.M.U. 6 SOFFIT PARALLEL TO SUB PURLINS FOR OTHER NOTES SEE 'A' (I) No 5 CORNER BAR —MASONRY WALL. - SE. PLAN _TYPICAL 8" WALL RCINFORGIN6 •- SEC PLAN 1,-0" _-I FOR SIZE AND 5PAGIN6 - 70WEL5 MIN. 3'-0" INTO 12" BLOCKS STEEL LEDGER A SOFFIT CONNECTION at ROOF 2x OISTS TO PURLIN OR TRUSS KNEE BRACE AT 12" MASONRY PIER C4)mnR- RAG STRAP CONNECTION SGALC: NONE 1 i SCALE: NOr'7 1 SCALE NONE —SCALE: NONE -� SGALC: NONC PVLL CONTACT BOTH SIDES OP -TRANSVERSE DRA6 PLATE CONN. PER 4/SCI OR / N PLATE Z PLATE 5/8" x 8" x 12" O ROOF PLYWOOD - AS PER 65N RCINPORG'N6 - SEE PLAN/6514 yt LED6ER PCR IT/SD2 / OWiC PLATE I/4" x 10" EACH SIDC NV --"�'- (6) 3/4" -)W BOLTS max�— PLATC STRAP PER DETAIL SIMP "HPAT" 28 AT 8'-O" ON 4x --�-- SUB-PURLIN WITH BOLTS BOND BEAM RCBAR PER 2-ROW5 OI' BOUNDARY ,4AILIN6 DRA6 PLATE 10 6A x 3 1/2" x T,E "H A LINO YIITH WALL PLAN ENTIRE LEN6TH OF DRA6 BEAMS STCCL LODGER AND PLATE 24'-0" LONG CENTER ON BEAM I I A'I TIC "HEAT" (ON IGC PJRLIN PER DETAIL 20/SDI WITH 2 ROW5 OP IOd NAILS A':' ONLY) 4 92 4" O.G. PURLIN OR WALL f GOUNDRY NAILINb 5C2 5C1 Ms ulI (1) No.5 BAR HORIZONTAL ` ° LAP A' DRA& 8 ^I^— I I GUT JOISTS BARS 1 114 I I o 8" DEEP BOND BEAM - GROUT (2) No 5 BARS HCR ZONTAL IN SOLID U NO, COD No. 01' 2x I/4 ^ v JOIST GUT MEMBER "A' MEMDCR "B" 4 x b I-EDSCR W/ 3/4"0 A.- tyi 4 0J 0 ® SUB PURLIN - SEE PLAN _O 2 x 6 2 x 6 BOLTS AT 32" O.G. r I I I I I I I v I-3 2-2 x b w 2-2 x b w 4 x b BLOGKINb - PLAT UNDER JOIST HAN6ER PER 12/SD2 DRAG.o.b x 4'-0" DRAB ' 4�' 2" \' Rlsq'D WITHT'A35' CAGLWB END NATES: BARS (4 TOTAL) / typ. \ I. NAIL PLYWOOD EDbCS AROUND OPG. W/ IOd A7 b" O.G. 1 2. USE SIMPSON "U" NPC JOIST HAN6ER'a AT EACH END PURLIN - SE_ FRAMING PLAN F�'l SIZE ( TYPO 2x8 SUB PURL 115 AT 24" O.G. r pP MEMBERS "A" AND "B". WALLT BC Y ONLY USE 4x AT C a Q�,.,� DJ PLATE 5/8"x8"x15" ON I" let LEDGER BOLT - 4x AT STRAP Z �l J ./ w USE (2) 2x8 AT CQUIPMENT 6RCATCR THAN 5001be. TMP I/4 &ROUT USE (2) 2x10 AT EOUIPMENT &REATER THAN 20001be. 1 (2) No.b x I'-8" WELD TO MA50NRY WAL' - SEE PLAN ■ • SCAT PLATE 48" WALL JOINT - SEE PLAN 12" AND DETAIL I5B/b5N BEAM SEAT CONN, PER DETAIL (1) No 5 x-148"— -PAGE OP CMU PILASTER 9/502 WALL BEYOND JOINT REINP, PER 155/65N DRAG BEAM at CMU BEAM / LEDGER AT CORNER rRAMING at ROOF OPENINGf E UIPMENT - LEDGER at MASONRY WALL 19 SCALE. NONE SCALL: NONE 11 SCALE: NONE SCALE: NONE SCALE: NONE (4) 5/4"4V ANCH. BOLTS -� BOUND NAILINb PROVIDE SIMP "VB" C SIMPSON "MT5 12" AT 24" O.C.--\ ON PURLIN AT CA. 0 ROOF PLYWOOD ` KNEE BRACE SIMPSON "HPAT28" AT 8'-O REINPORGIN& - SEE PLAN/65N SUB PURLIN - SCE PLAN -T— \r� I O.G. WITH BOLTS y 4 x 6 TOP PLATE W/3/4"0 LEDGER SPLICE WHERE OCCURS �'8" m ANCHOR BOLTS TYP. "H2" AT 24" O.G. AT 1ST. ANCHOR BOLT AT 24" O.G. '"r�'""�• t ` PURLIN ONLY PLYWOOD PER PLAN BOVNDRY NAILINb O ROOF PLYWOOD WALL TIE PER DETAIL 2/502 a a m 1j7 (I) No.S BAR HORIZONTAL _ .I 1 O 0 0 0 — b:•'. i ROOF BCAM/PURLIN PER n,l I :t I PLAN MIN. 4"x12" DEEP ~ �_(6" DEE BARS HORIZONTAL IN •• (PROVIDE 4 x 12 WEB OR Ib" DEEP POND SCAM - 6ROUY (4) No.5 BARS CONT. IN Ib" j ry I SOLID U.N.O. O 1 (2 oC 'A') ,,,,,®., G � BLOGK'6 IN TRUSS PURLINS) / DEEP BOD BEAM I -77 I ANGLE BRACE 4"x4"xl/4" 1 / AT "A" USE 5"x5"x5/I6" 4 x 12 LCD6CR ANCHOR BOLT SUB PURLIN SEE PLAN 1 h ANGLE BRACE PER 10/502 " min. 8" min. 4" 8" 8" 4�, ■ ■ LCDbER PER 2/5D2 'Q � each PURLIN BEAM - SEE 3/Ib 3 leg PURLIN PER PLANJ MASONRY WALL - SEE PLAN FRAP'IN& PLAN FOR ll F FIZC AND TYPE — - A —F'LAN1 FOR SIZE AND TYPE , / ' Q 148 MASONRY WALL 5EE PLAN O aJ t HANbER PER 5/SD2 3i8" x 8" x 8" STEEL PLATC WITH (4) 3/4" DIAM. �+ NOTE: x 5' LON6 H.A.S. - SET INTO Ib" DEEP BOND BEAM ((J/ W/ (4) NO.5 BARS HORIZONTAL - 6ROUTED SOLID EE DETAIL 1615DB CONTINUOUS 4'-0" PAST LAST BRAGP. ORCGPN FOR ALTERNATE P.P. \�< Aq' ,7 ih,s brewing Hes Been P,oaorPd 8Y ROOF at MASONRY WALL 14 - - 10 LEDGER ANCHOR BOLTS - KNEE BRACE (�>.R001 PURLIN at LEDGE __-'60R6 __-_ �`� _— �� An Reviewed Dy 8 SCALE: NONC SG ALC - SCALE: NONE SCALE: NONE SCALE, NONE DRtITTAR PRINISKI A!SOCIA S NS1)ITINi:ENGINEER C. ��. For Co was of Str toms�f ccs°« BOUNDRY NAILING 1.5" TYP. o n a•� PLYWOOD PER PLAN AND 65N STIFFENER - 5EE PLAN Q u SPLICE WHERE OGc.URS - SEE 7-I/2" BRACE ON CA. PURLIN ON CA. � Y SIMPSON "Mt518" EACH L51DE--- SIMPSON "HGGT9-T' HiNbtc CONN• PLAN SIDE OP EA. COL PER 5/502 SUPPORTED BEAM EGTOR, DAP INTO TOP OP BEAM PLATO 18 6A x 4" x 60" W' BEAM - SME PLAN FOR SIZE ° u • OP PURLIN 24 - IOd NAILS EA. END WOOD BEAM - 5CE PRAMINiS j (MAY BE APPLIED ON TOP n o PLAN FOR SIZE AND TYPO OF PLYWOOp) Sa 4 x 8 TOP PLATE W/ 51.e"O ! Ce a�5 'ANCHOR BOLTS EACH SIDC I { _, ,�^ OF EACH PURLIN AND ONE DOND BEAM PER 3/502, CONT, v / i AT MID DISTANCE COUNTER v SINK HEADS 1 .r4 o o 1� IC�3L'��ff�� II3» �� o c n o o i o o i , I / FIREGUT BEAM AND PROVIDE I/2" AIR SPACE TO BOND BEAM JI,` It R I �'.....I..............— �� /% Lu , (2) n 5 BARS CONT. IN 8 -- i i 1 OQ ....1.............. ¢ Q E O O SIMP,ON GLBT620" FOR 6L8'S. BEAM -- i i I 1 jn I I � ^� % /� 5E'AT A5 REQUIRED U.N O. - DEEP BOND BEAM U,N,O. , , '"\ •i. .x._ ON PLAN ---�I I I `�� SIMP "LU" AT BRAGS PURLIN PER PLAN o c SUg PJRLINS - SEE PLAN yIMPSON "HS-2' STRAP AT I I I 1/4 \ / -=t 7 3/4" DRYPAGK n c SPLICE U.N.J. 8A. SIDE I I GROUT 3 CELLS FULL HOT OP WALL ° S I I I END OF BEAM WHERE ONE SIDE 2x8 BRACE ON PURLINS EACH b c I I AT BEAM BEARIN6 U N.O. ; : ` I I ONLY SIDC AT CUL. PER l4/SD2 8 - IOd NAILS TYP, AT BRACE O E HAN&ER PER 5i5D2 I I I n SIDE PLATES 1/4" W/(4) 3/4" DIAM. MACHINE BOLTS I , I I I (2) 45x8'-O" AT 6LBT BEAM SEATS- ■ I I I 6LULAM BEAM PER PLAN-•-- PURLIN HANGER SIMP, "HOLT" ,. • 1 (BEARIN6 BLOCK AT TRUSS PURLIN - SEE PLAN - — ,• 1/8" PLATE X (BEAM WIDTH I 1 I SEISMIC TIE SIMP. HG5T4" W/ 4 - 314"--- �GANTILE'/ERED BEAM -- I I PURLINS PER SUPPLIER) __.... Job No; DIA BOLTS IN VERTICALLY SLOTTED . 1 1/2"), SLOPE PER ROO'. I I TUBULAR STEEL OR PIPE COL. - / - HOLES SEE PLAN FOR SIZE AND TYPO l7. MASONRY riALL - e,`o PLAN SIMP. "LSTA18" ON BRAGS-- 93451 CENTER ON BEAM Date: 10 JUL 93 Sheet No: Scale: SEE PLAN ('� 2 GLU-LAM HINGE CONNECTION BEAM BEARING at STEEL COLUMN PURLIN BEARING at GLU-LAM BEAM GLU LAM BEARING at MASONRY DrOW�' ACP 17 ROOF at MASONRY WALL 13 -- ------- — _—. -- ------- - 9 - - --- -- -------- — --- --------__------ - -- - -- _. - -4 - NCN 1 ----- ------ --- - SCALE.—NONE -- Checked: -- SCALE: NONE SCALE: NONE SGALC: NONE _GALc NCuC KDR ---- nr 11, WED JUN 16 18:31:51 1993, STEVEN J. KEYSER. 451-SD2.DWG IF THIS DOCUMENT IS LESS 7(I Ilr III III III 111 111 �I I III 11' 111 I I IrT llTfll Ili 11t I I III III 111 ii1 II 111 III l I 111 111 111 111 111 111 III I I III IIIIIIIIIII III III C1111111 lull I ��I { I ` I I 4 I I I I APRIL G�3 1994LEGIBLE THAN '1'11IS NOT.ITION, �,��! — --� I �_i 6 ( �—I _- � lNo�e1 —� - " IT IS DUE TO THE UALITY OF _ -- THE ORIGINAL DOCUMENT. — J911gli �111 �II ;IIIIIIIIIilllllllllllllllillllillllillllllllllllillli11I1111IIIIIIIQIIIIll1lClllllQ I►i�l��llll 11 111111111IIIIIWII81 III►ITI► 11111 , r i CO' `EC`ON ABG/E PE-4. � BOUND NAILING ` 00 H2 5" AT 24" O G. - 4xb LEDGER W/ 3/4"4 A L N KNEE BRAGS BEYOND CONN oeQ Q � ) 4 x 9 TOP PLATE m BOLTS AT 48" OG. Ir5C3 v lal H2" AT 24" O G AT IST. PURLIN I A4-;HOR BOLT AT :2 24"" 0 O G SI IMP 'H2' EACH STUD ONLY —� i O -2x SUB PURLIN PER PLAN ' o 2x 15"OGKIN6 W/SID MP. 1 F- HANGER PER I2/S2 � i 4xi0 CONT MIN. 16'-O': SPLICE PER A35 EACH PIECE TO i - TOP PLATE FACIA STUDS AND---�- �� r� DETAIL Ix/503 I 1 N c -�- (4) - Ibd NAILS EACH END p�.YWD PER 2/SD3 � u " 1 0I o� - o �:'�',�. JO15" PLR PLAN t DETAIL-- Q 0 1 1-- i' 4i5C3 EN o i�' - \ c C� 5 MP. 'M5T16' EA. STUD j - 205 IN BOND BEAM /TRAP ON TOP PL, n _ -_- -(2) Simla, H2 5' EA. STUD TO 4x10 LLJ V) 2x BLOGKINO - -� �-_ r! W � 4x4 PL W/ 3/4"m STUD BOLTS ° o WI 4 _ (2) No 5 BARS CONT. IN 9" _ 24" O.G. TOP AND BOTTOM ln!A DEEP BOND BEAM 5 MP, CA. STUD /2"x4'-O" PLYWOODCWATALK ON 2 0 'H2.5' 2xb BL.OGKIN6 r p r Q SUB PURLIN SEE PLAN ° ; Z "G" PER PLAN 4'-O" mdx -----,� 5iMP 'LU26'- - 2xb MACE AT 48" O G Y Z J TRUSS PURLIN - SLE PIAN SIMP 'H2 5' __ - 2x CLOCKING W/ C '-D6EO ch c PL'T'WOOD _11r. _ 2xb AT 24" O G NAILiN6 Wo N n MASONRY ALL - SEE PLAN ' ~_�� — 2x BLOCKING AT 46" OG. o - - ■ ■ JO,ST H,,N3C ER PER IE'53 2x4 CONT AT 4'-0" OC. W/ (2) - Ibd NAILS EACH JOIST I/2" FLYWOOD —/ GEILIN6 JOIST PER PLAN W/(5) Ibd NAILS TO STUD 20 16 ROOF at MASONRY WALL 12 CEILING LEDGER CANOPY END _— _ 4 CEILING at FACIA [77- SCALE. NONE ALTERNATE TO DETAIL 18/5D2 SCALE NONE SCALL: NONC SGALe. NONC 5GAL1=: NONE cri BOUND NAILING r-- 2x4 AT 4'-O" O.G. 2W/ (2) Ibd NAILS n EA. BRACE ROWS OP IOd AT 4'-0" O.G. in -2x8 AT 4'-0" O.G. CONN. TO ROOF 7 LEDGER SPLICE WHERE OCCURS•- '1/8" 6' ANCHOR BJLT5 TYR. STRUCTURE W/ b - Ibd NAILS 3/4" DIA. x 5" H.A.5. AT 8" O.G.-- ,. 2x6 STUDS AT 24" OC. w """ "" (3) 3.4"0 DOLTS --� NAIL END STUD TO PUR- °L 4 x TDP PLATE W/ " O.C. LIN W/ Ibd AT 4'-O" O.G. SIMP, "MSTI 26" WRAP 9 I/2" ANCHOR BOLT AT 24" O.G. CENTER LINE OF SEARING WALL ` OVER WALL PLATE COUNTER SINK ROOF PLYWOOD - WALL TIE PER DETAIL 14/5D3 Sir ROOF SUBPURLIN PLR - - 2xb PL WJ Ibd AT 4" O.G. 8"� PLAN 2x STUD t PLYWOOD PERtup. O typ' KNEE BRACE PER --� ROOF PLYWOOD B/SD3 9/Ib 2xb CONT I PURLIN /PER PLAN CANTILEVER SIMP, 'A35' 8 9 0 '.; SD3 SD3 5D3 4x8 PL BLK6. BETWEEN c, _ (4) - Ibd NAILS � 18" 18" O PURLINS Al2" -(COUNTER 4 t I t 1 I 1 I _ BOLTS AT 92"m (GOUNTLR II t o O O O O O o O4t 11 - SINK) O °°° SIMP. 'H2.5' EA. STUD . SIMP. 'GGO' W/(4) - 5/4,140(2) Nos BARS CONT, IN 8" I �• ® C,/ BOLTS DEEP BOND BEAMSIMP. 'H2' CA. STUD �5 I '.......� o I INb PANEL BETWECN GGO TO PL 1 I 2x 5LOGKIN6I /4 PURLINS W/ IOd NAILS Q I I I I I "G" PER PLAN - min. AT 4" Or. ALL EDGES BRG PLATE 3/8x8x8 Al !] CEILING JOIST TYP. 12" G.GFIELD I O . :•;:: (7) - 3/4"m x 8HA .S H .S- HAN6ER PER M/SOB 8•' min � e" min. 4" e L8" 4" DOVBLC -PL. CONT. I -� AT 5" O.C. I A.SUB PURLIN - SEE PLAN � � � a o (3) - 5/16" PLATE LEDbC'2 PER 3/5D2 EDGE HAILING z t< < < C LEDGER PER 14/5D9 5TIFFERS PURLIN TRUSS PER PLAN MA50NRY WA.- - SE" "LAN e a _ - 2 5 GOVT. IN BOND ,.M -L ■ ■ slry GNU PER PLAN AND 65N 19 ROOF AT MASONRY WALL 15 LEDGER ANCHOR BOLTS — - 11 CANOPY END / CEILING _ ' OV_ ER_NG at MASONRY WALL 3 PURLIN at WALL ALTERNATE TO DETAIL 17/SD2 SCALE: NONE ALTERNATE TO DETAIL 10/SD2 SCALL. NONC SCALE: NONE SGALC: NONC SGAL.E: NONE DOUBLE TOP PLATE E.N. C 4x12 CONT MIN. 16' LONG Q ----SIMP. 'H2.5 AT 24" O.G. SPLICE AT PURLINS ONLY � SIMPSON "I"'i AT 8'-0 RCINFORCIN6 - SEE PLAN/65N —?i NAILING W/ SIMP. 'MST136 v /2" PLYWOOD O PLYWOOD NAILING--• CENTER LINO SYMM SUMP. 'H2' BLOCKING TO PLWOOD PER PLAN STUD TOP AND BOTTOM BOUNDRI' NAILING a'_ . HANG R ^HEREEOCCURS) SIMP, 'H2' ON lot PURLIN BRACE ENDS W/(3) - 16dAT 24" O -.> - *. ��' r` c NAIL. TO BLOCKING IN END 2x BLOCKING Al SIMP 4x4 PLATE PER 8/503 WALL . -2x12 BLOCKING W/ SIMP. (11 O.G. A35' EA. END AT EA. STUD aO � ABS' EA, IIITO BM. _ SIMPSON 1226N" JOIST— $RAGC CONN TO CMU: 3/4"m L.N HAN6CR5 PLYWOOD - SLE PLAN a (J No.S BAR HORIZONTAL. _ __ \ Od AT 4" OC. ,•,• ,• ,i o � o o � i BOLT TO CLIP 5x5x5/16x5"L � I _ `� •-I; W/ (1) - 3/4"mx5" EMBED 4.; IIIA 4 AT PER 2/SD3 � AM-1-IT EXP. A. BOLT (ALT. TO 2p5 IN BOND BEAM EXP. BOLT PROVIDE CLIP W/ / (2) SIMP. 'A35' EACH —� 4x 12 LEDGER ANCHOR BOLT l � N.A,S, IN CMU) �I. PER 15/5D3 STUD 1/13�''''. E RAGE 2xb FLAT TYP. W/(3) PURLING PURLIN TO ROOF' SUB 2x8 SUB PURLIN o I'bd NAIL5 EA, GROSSING OR _ } 4--CMU PER PLAN AND 65N E TO BOT. OP SUB PURLINS ! 1- (2) No.S BARS HORIZONTAL IN PURLIN PER PLAN 2x6 STUDS AT 24" I I Ib" DEEP BOND BEAM - GROUT ROOF PURLIN/GANTILEVCR P.IR O.G. 4x6 AT EACH `,•; I c+OLIO 2x SJBP'URLIN PER PLAN PLAN PURLIN STRAP PLATE AT 6'-0" OC. I TRUSS P)RLIN- o I ON 4x SUB PURLINS AT FIRST / HAN6ER PER PLAN AND SIMP 'CHUTE' INSTALL IN- PURLIN FROM WALLS ONLY DETAILS G'PER PLAN AND 'T/SD3 STUD H2.5" LAGM VER-MO C.,GH PIRLIN TO I __ ________________ PAGIA BEAM PER WWI 2x SUB PURLINS A7 2 BRb BLOCK A5 REQUIRED �_ 2xb BRACE BOTTOM OF SUB MASONRY WALL - SEE PLAN PURLINS W/(3) Ibd NAILS 2x BLOCKING PURLIN BEYOND SCE PLAN EACH PURLIN SIMP "H2" EASIDE AT fi HAND-ER PER �7/SD3 . . TRUSS PURLIN - SEE PLAN BLOGKfN6 AT 48" OC / PURLIN W 14 MASONRY BEARING WALL �U PER PLAN —SIMP, "A35" EA. SIDE AT OREGON TRUSS BRACE A5 REO'D BY CONN BELOW PER 4/5D3PURLIN �� ! SUPPLIER 4x4 CONTINUOUS nNUF S. Wii, 2x JOISTS to PURLIN ROOF PURLIN at LEDGER at 'C' LEDGER CANTILEVER BRACE PIAN FACIA at ROOF Th,sDrawing Has Sew P,oa,e4By. 18 --- (j�X__ROOF - - _- _ALTERNATE TO DfTAiI 12/SD2SCALE. NONE 1 ALTERNATE TO DETAIL 2/SD2 SCALE: NONE SCALE: NONL 6 5CALC: NOW.. SCALE: NONE sole 0r By R011AR PRINISKI ASSO(:I -S SULTING ENGINES ,INC. For Corr of I Items -- SIMP. HHUTP' (INVERTED AT (—RF PURLIN PER PLAN ■ '� ■ EACH PURLIN PER 2/SD3 _ / 2xb ORALE PER 6/903 v o I -��— TYP „ o= PLYWOOD PER PAN N v -'- STIFFNER - SEE PLAN BOUND NAILING �REINFORGINb - SEE PLAN/65N - SIMP. VB' EA. PURLIN TO °v 8 6A, x 4" x 60" -7- STEEL PL. -� 2 SD3 2x9 SUBPURLINS PER n WITH f24) IOd NAILS E.A. END (6) 16d NAILS - TYPICAL BOOP PLYWOOD —END 2x4 W/SIMP, H2.5 TOP c�D3 " (MAY BE APPLIED ON TOP AT BRACE -`-\ AND BOTTOM - \ a M o J "HPAT19" -1T 8'-O" ON 4x SLID CANTILEVER PURLIN PER PLAN OF PLYWOOD) F PLATE STRAP PER 19/SD3 PURLIN ON LINE W! WALL TIE HPAT (ON FIRST PURLIN ONLY) 'G' LEDGER /CANTILEVER 3 PER7;SD3 SD3 ol o o c ° '' 'L' BR.AGE v a 4x6 AT EA.-� `-- p 3 "-(I) No.S @,♦Q HORIZONTAL _ _ PURLIN o c v 4x6 n a A 4A 1/4 4x10 ) `o PL 3/6%5x8 W/(2) - — ; / ,o Q n 4 3/4"mx8" HAS, SD3 - - x 6 LODGER W/ 3/4"m A,- �. {t �, E n BOLTS AT 48" O.G. d r._ / 00u c o u I I TP BT EA.- c a �-L4x4x1/4 BRACE ATSIDE T W(:B VERT. MEMBER- h-(2) No.5 BARS HORIZONTAL IN I EACH PURLIN SPLIICEW/ 2 x 8 BRACE EACH SIDE OF- L'" DEEP BOND BEAM - GROUT O B/4"m (10) 8d NAILS coo c SOLID BOLT 1---(2) •. 3/4"us BOLTS > EA END (40 o E ^ u SIMP, 'A35' AT 4x6 EACH COLUMN ' r� NAILS TOTAL) v` °o 0 PURLIN/TRUSS - SEE PLAN NAILING PER B/SD3 ° 5TU {C o o PURLIN HANGER SIMPSON "HGL,1" 2x SL'B PURLINS AT 24" O G D n °a r �� MIN PROVIDE BLK6 A5 REO'D FOR SIZE OR T'/PE USE 4x AT WALL TIE - / - 4 - -FRAME FOR PLYWOOD SHEA TH p { 2 4X AT STRAP INb PER 3/SD3 _n ` Joh No: SIMP "LU" AT BRACE-- - __ __ _. MASONRY WALL - SEE PLAN rD3 •,, PER pBRANGE AT OPENINGS 93451 -SIMP "LSTAib' -.T Ey AGE TRU5S PURLIN - SEE PLAN- 6LULAM SEAM PER PLAN ----- Dote:_-------- -JOIST HANGER PER 5q/5C2 _ 10 JUL 93 Scale: SEE PLAN LIN BEARING at GLU-I-AM BEAM LEDGER at MASONRY WALL at MASONRY - CANOPY BRACE Drawn: ACP SD3 TRUSS PUR 0),,�HA�NEL- Checked: KDR ALTERNATE TO DETAIL 5/SD2 SCALE NONE ALTERNATE FOR DETAIL 3/SD?. SCALE NONE! SCALE: NONE SCALE: NONL S�ALe: Neve 7500 SW lllift I MO(j(H f..3TF'F.E1 lHU JUN 17 06:24:31 1993, J.S., 451-SD3.DWG "n'I (1F 419 !: + IF THIS DOCUMENT IS LESS 1 I I I IVI 1 1 1 1 1 1 1 �I I I I I I I I I I ( I ( T i l l-I I III I C T I ! I I I 1 I I I 1 1 1 I 1 1 I'""' "IIII 1 1 1 1 1 1 I''I II III III III I I I1111 III III I I I I C I I I I I I I I I I T� 1 f l I I f I I I I 8 I' 'I APRIL 23 ! 994 ' LEGIBLE THAN 'PHIS NOTATION, I 11 I I 12 I I I4 I I 16 I I I I p I I I bO 11 1� '' I p IT IS DUC TO 'P11L QUALITY OF -�"-- �-- - --- �� N^ae d) 1 Q THE ORIGINAL DOCUMENT. ILz II j I II 6 TL__T_ ` INI LIN ILII ILII ILII IIIIIIIII 111141111 Illllllll INIIIIII ILII ILII IIIIIIIII Illllllll Illllllll IIII�NII Illllllll llll�llll Illl UII IIIIIIIQ Illlll71T11lllllll Ilill 1 lQ ,b� _. — __TT _�_T___� --1 III Illl�llllllll�IIII IIII�NII ■ KEYED NOT ES: N 1. PROVIDE TEMPERATURE SENSOR IN RA DUCT OF CLNCEN- t� TRIC DIFFUSER 00 2. 32x 14 SUPPLY AND 38x 12 RETURN AIR DUCTS UP TIRU ROOF, CONNECT TO AC--8 3. 58x 26 SUPPLY AND 58x 16 RETURN DUCT UP THRU ROOF TO AC UNITS 2. 3 AND 4 Q 4. 32x14 SUPPLY AND 38x12 RETURN UP THRU ROOF TO AC-1 z o Q 5. 32x14 SUPPLY AND 38x12 RETURN UP THRU ROOF TO U u AC-8 < W-I 6. 58x28 SUPPLY AND 58xi6 RETURN UP THRU ROOF TO � 00 r' AC-S a 1 m I 7 SEE SHEET M1.1 FOR CONTINUATION 8. 4'0 FLUE UP THRU ROOF. REFER TO DETAIL 204/M2 W M2 9. 36x16 SUPPLY AND 42x14 RETURN AIR DUCTS UP THRU W ROOF; CONNECT TO AC-d 10. 3606 SUPPLY AND 4$04 PETURN UP THRU ROOF 10 AC-7 Q N ' v NOTE: -VA—DE ,r-.--- „2-- ,1 11 2' x IBCA STEEL STRAPS AT 2'-0 O.C. - R R , ^ TO DETAIL 210/ FOR MOUN'ING CURB M2 W NO FIXTURE CONDUIT, DUCTWORK. FIPINtr ETC „ p 5HALL EXTEND BELOW IIT-O•' A.F.F. (INSTAL'. A5 HIRH A5 POSSIBLE) IN WAREHOUSE SALES FLOOR AND REGEI\/IN6 ARCA Y O GENERAL NOTES: 0 LIDN 1. SMOKE DETECTORS ARE PROVIDED BY THE ELECTRICAL '1 CONTRACTOR THRU SONITROL / METROL AND INSTALLED l I BY THE MECHANICAL CONTRACTOR. ■ ■ 2- SENSORS AT MAIN SALES A/C UNITS TO BE MOUNTED IN RETURNS (A/C 2,3,4). 3. SEE SH1S A3 AND S2 FOR EXACT MECH. UNIT LOCATIONS. \ \ Z \ 0 . LAJ Cie \ \ \ O F C) W O U rM� AG AC J 2 2 0 202 2I I 1.... 0 Qt all 10 U Ip, li......... c 1 JO 202 210 fy o 4 1 M� M2 yP" a M2 M2 Q U 1 1 1 1 1 1 1 ©1 ' MAIN SALES AREA ®� A < G 5 NOTE: --SD- a j \ — I MAINTAIN 1-1'-0' MINIMUM GL_AR FROM A FINISH FLOOR ,INSTALL AS 4Z16H AS ��/ �1 �J POSSIBLE) TO BOTTOM OF A%LL DIF- FUSERS, DUCTWORK, ETC. 210 ZO ■ ■ M2 MZ \ Q NOTE: SEE I/4 SCALE DW6S. ON SHEET MI.I FOR THIS AREA. C 0 v o 0........1........ .._............:.... 0 0 , I ..I.........I. ...................l......,...........j....... 1 I ; co b.0 t i R 10• A , f— C 1........�. :.................a.. ...,.. ......... ........... E I 2 NOTE: E7 II i........ ........J........t..................... .;........�........ .... L TE DES16NATION NOTES 611111 r--••-- I f' ' ' TYPe - SEE SGHECULe ON 5H2ET M L \ 202210 tJP, 1,... 1 M2 M2 `\ 1 I ........ ....................... ........n. ..t.................T........ ........�............ NOTE: ®i 1 \ NUMBER DESIGNATION NOTES 6RILLe 1 I I CFM AND SIZE - 972 SGHECULE ON 1 1 \ ........ ....................................�... ...................!........................ ......... SHEET M-3. 1. 1 4 l. {. . ... .!. ......... 16 i C � NOTE: , rzo : ' I I IOxI See 1/4 9--'AL e AMISS. I........ 22 ON SHEET MI FOR ............. ........I.. . I..,,...I .......... .. ., ......................` 222I THIS AREA. 9. I : j B . Cl ... .,............ .......... .....•.....,............................................ ....................................... ................: 1 L:..... i I 1C � ..... ` 1 R R — — :.......... .:........................1. ..{................. ... ... ........ ................ ........ •.......................� .. A --- ... ... I ' III � , . .... I .. .. ... � .....�..... , .. .. •. .. ... ......L.... .. .. .. .. .....� . .. , o M KEY • I 18x1 � ! fox I I _ Zbx12: gyp. of 9 .,.,... l ii I i I e l ...�... ...... ..................•....... :.....•........................................... . ........................................t........ .. y : I i 1 1 1 !� i ..L.• ....... m V m i..........................I..... ..........�.........1.. i........;.. .....i.........1.. I A , L.. ... A..ca y I l 1 6 1 R 11 i 16x12 26xiK. .;1 32xf4 .....t.2.4ktw......... .. .......j'3�i? .................i....leIxt .........„. KN _._- __j o ° n iZt \\N\ i E R $ I I tyP.; 202 210 1 1 ,. I i ® `n° I........... .... i 22x12. --- o .... ....... . 8 1. 1 1 e ........ o o A ..... �. s a"5 !2x14 bxlZ i ----- \ I : i i ' Uc I 6x14 1 1 E S0 Ac ! I 6 b i :. i 1 : 0 g 41 e I f t I ......�..... o-_ 9nu f1 7 L.L OVQ NOTE: t ( tv 16 ry S tv i O i I \ I h B I ! i 3 I L.. ` m ON I/4 T ALW6 E D8. ON \\ m c a � SHEET MI.I FOR THIS AREA. M2 n t 14 \ l\// E I ; 11 am Li- 9 C O n u.a, 1 Z (4� Fcn `o °u 1.0 2.0 3,0 4.0 5.0 .Job No: ,717 Eost Horton, suite 100 93451 Phoenix, Arizona &5020 692-941-4116 - Sheet No: C9N IUL PETERSON ENGINEERS 9303 Dote: 17 JUN 93 TNO f.14O1N lCR! INC. Job No, MECHANICAL FLOOR PLAN Scale: SEE PLANM .� M 101 ALL CONCEPTS, DESIGNS, AND OnTA INDICATED ON THESE- -— ---— - - DOCUMENTS ARE THE SOLE PROPERTY OF PETERSON ASS- Drawn: SCALE: I/8" I'-O” OCIATES ENGINEERS, INC. AND ,HALL NOT BE USED FOR ACP ,W DAF'TMC)UTH STRIPLT ANY OTHER PURPOSE THAN ORIGINALLY INTENDED W/O Checked: +1 OF ne INF. EXPRESSED WRITTEN PERMISSK)N OF THE ENGINEER. TB MON AUG 09 15:33:39 1093, THOMAS H., 451-141.DNlG IS I ° r IF THIS DOCUMENT IS LESS , \-T11 IIII 1111111 1111111 I� 1II I 111 III\I 11TTr �� I IlllllII I111 fTIT IIII IIIiI LEGIBLE THAN THIS NOTATIOTT \ 1I6 III IIII IIII 1III III IIII III I I 1I 1111111 Il\l�I bI III IIII 111111_1 lvIII IIII II\I�I�I " APRIL 2,3 1994 8 IT IS CUE TO THEQUALY O No 30 THE ORIGINAL DOCUMENT. -- — -- --- — 777- �£ 81Z 8� L Z ��\ 6�S�L Z� L L OIZ 8 i 811 Lli 9 F1111111 9IlL T i iII IIII IIIIIIlli lillll►IIIIIII IIIIIIIII Mill!!I[Ill lllul►lul►l►►u llll.illl IIII III IlUllll11111�IIJ IIIIINIII K E Y E D N O T E S ti 1. 42x14 RETURN DUCT DOWN THRU ROOF FROM AC-7 m - - --- --------- E -- 2. 32x14 SUPPLY AND 3802 RA DUCTS UP THRU ROOF TO f- < - - -- A/C 1 Q !� 3. INSTALL TEMPERATURE SENSOR FOR AC-8 IN EXHAUST w I DUCT RISER < 4. 12,<12 COMBUSTION AIR DUCTS DOWN rHRU ROOF FROM -' n -------- ROOF CAP TO +1'-0. OFF FIN. FLOOR AND V-0' BELOW T DUCTWORK PROVIDE TERM NATES IN BUILDING BIRD SCREEN WHERE ,; N o 5. 4.0 TYPE 'B' FLUE FROM WATER HATER, REFER TO DET. Ce 204/M2 - VERIFY EXACT 'NATER IEA T' !OCATION WITH y r� PLUMBING ANP OFFSET FLUES AS r.QUIRED Q o 1 I 31 5 12x12 EXHAUST DUCT UP THRU ROOF Iv EF-1 Q ,' I p g 7 4204 RETURN DUCT DOWN IN CHASE, CONNECT TO TYPE Wn •H' GRILLE - TRANSITION DUCT AS REOUIFED TO ENTER - - -- CHASE W NOT A MATCH LINE SEE PLAN 105 FOR CONTINUATION I ! I / t -z.. �x_ .��■■��■■��.■■,�.�■■�■�■� B. S°T ZD-1 THERMOSTAT AT 80' NOT A MATCH LINE SEE�. _I.. ..... ...�.................\� % _ ......�... .■�.�.. LAN 104 FOR CONTINUATION N f � =`--50� BD 6 �.�a...�..��■■.�..r..n� 9. 18x 18 �HAUST DUCT DOWN FROM EF-2 � Q ....E......_..._! k C n 1 T`" - ';' -"" "' 10. 36x18 SUP'LY AND 40x14 RETURN AIR DUCTS UP THRU Z W I I 1 I I I2"0 - - - -- - -- -- ROOF TO A/C 6 Q \... rLN 42r- iOX6 11 PRO 8x 1 RAFT /ACCESS DOOR FOR210 202 -- � � I , ! ��...,.._... b m ! MAITENANCEtAND RREPLACEMENTW AG IM2 M2 6 i ""'1""'-""''"""""'- '-'"-"'"" """" 2 4• DIA. EXHAUST UU DOWN TO 811' CAGE MECHANICAL w.. IA 9 i I I CONTRACTOR TO MAKE FINAL DUCT 1NNECTIONS �dAL.- Cc \ f L -�i ANCE TO 50 CFM) WITH 3'-O' M!' kuZITIONAL FL X FOR C4AiiCAGE MOVEMENT n I ; 13. 32x14 SUPPLY AND 38x12 4 jRN AIR DUCT UP THRU..._ i � 14 1...;.__. ,.. «_.«.,. ;.................,............... . ROOF TO A c apn 4 I .... . .:.... _..... .. ....... 14. 12x 12 EXHAUST DUCT UP THRU ROOF, CONNECT TO EF-4 " 15. SEE SHEET MI FOR CONTINUATION ■ I ; 2 I ; 16. DIRECT AIR TO WASH AGAINST FRONT WALL - DO NOT LET ! : I.._....._..... { I I I 1 A AIR BLOW DIRECTLY ON 81RDS OR CAGES - Cm _... ;__...._..__'•....._.._....... ......_........... ;..._.._.__ _-.__. Om ; I 17. T-STAT TO BE MOUNTED AT +80 A.F.F. - T STAT TO _. !... ... 1.. I I : 1 i I 1 I f i I __.._..... ......._.....i ...... � BE SET AT BOF. ' I - 0 I I p. .....'- 18. 10x10 EXHAUST DUCT UP THRU ROOF, CONNECT 10 Fs-8 ' ON ROOF :� t ! ! I B 16 x i 1g e .............. ._...............:............._... .................. ............_.... . � 2 � , _ 19. SET CH-1 THERMOSTAT AT 78' i 0 0 ' I 4 I b j C 14. 5. ......._ ................'.... ; Y r... ...........r..... I ............j.. X11` om A 49! 20. 12xt2 EXHAUST DUCT DOWN THRU ROOF FROM EF-J. I ! I A P 8 I i C 43 TRANSITION !N DROP TO 18x18 - - - L. " "fi - 21. TRANSITION 18x 14 EXHAUST DUCT IN RISE TO 12x 12 CON- ei ^I t 4 I 4' I x v --+ -*--"," I�xb Wi NECT TO EF-5 ON ROOF Z 205 RH I 1111 I o I I ., x i 22.10x10 EXHAUST DUCT DOWN THRU ROOF, FROM EF-7 - ' O M2 1 D-I I I 14'0 + I n 1 p I CONNECT TO TYPE 'M' REGISTER H - I I ! r F 3 GH-I Iq 1................._.......«..;..................,.................. 1...... _._... I f ! 1 1 1 O " " "'""""""""" "}" 2 1B SUPPLY UP THRU ROOF, CONNECT TO AC-7 OF W 205 RH I 1 I 1 (� 16 Cr I f l I I 3 ROOF oc - 1 1 I 1 M 6 I 22x19 : _..__ .„_..«....._..........._17 2 ..........;. GH LB t ! 44 - 44 2 x12 SUPPLY DUCT TAP INTO BOTTOM 3F 38x14 SUPPLY Or •'-�' ':: ' t i ■I i5 L^xb v 2x6 DUCT E 5 5 11 I f 8 I 1 I • I `` f xp C I 4 »""« --••- -••• ;.�, I ! _ .� I i - 25.3'0 FLUE DOWN TO WATER HEATER - FEFER TO PLUMBING p ---- ! ! Irl ( C I : CONTRACTOR FOR EXACT LOCATION F -_ III I 1 I 28.30 TYPE 'B' Fl-UE FROM WATER HEATER, kEFER TO DETAIL A 10' ; ....... 1..••........_.."� 3 201D 204/M2 - VERIFY EXACT WATER HEATER LOCATION WITH Cr ....... " . '"' I ` a 1 M2 PLUMBING CONTRACTOR AND VERIFY FLUE AS REQUIRED I y �� I 27.10x10 EXHAUST DUCT UP THRU ROOF, CONNECT TO EF-8 E I 22x2 ' 0x0 : ! ! I I I i n 28.COORDINATE DUCT LOCATION WITH PLUMBING AND ARCHI- TECTURAL PLANS i j I 3 n 1..................,.......«......... ;........ ........ «4.«_. «; �.................. .. - I ! f` I I ! I , ! I f �A - I 29. TAP 10x10 RETURN DUCT INTO SIDE OF 38x12 RISER } :\./`J «..-_.._. . i. __««.... t.•. i ^ 30.Y MADE x 18 GA STEEL STRAPS�2-O- 1 o 1 1 1 i I I P 8 «..._....L.__............�.............. }._.._ «..._..�.. .. i ........_ .... 1 I I I I ...L..A i n ! I I Q fY 2OX16 P 7 , axb 4.. 8O ; ... o I n A .. ............ _ «__. _. .... M2 1 30. i t 1 210 202 Zx v) ...._«. 7_ ... AC- I i C -- GENERAL NOTES mi I Q I I -- - 1 M2 I M2 i � ■ ■ I M2 I A 9 -\l. J 4 I AG I 1. AI IN ROOMS WITHOUT RETURN OR EXHAUST ARE ..........« I. I SD TO BE�URNCERCUT. N 3: A ! I I ! i i �� i Oxb ; 4 WORSE CAST 1Q r- .................. V (( 1 135 CFM THRU DOOR OPENING OF 38 x 1.0 - 550 FPM 1 -- --- - ,i O - 2 SMOKE DETECTORS ARE PROVIDED BY THE ELECTRICAL _J CONTRACTOR THRU SONITROL / METROL AND INSTALLED - .r■� �� ` �� I 23 r BY THE MECHANICAL CONTRACTOR. NOT A MATCH LINE - SEE PLAN 103 FOR CONTIN. o �7 _ f C 48 30 x I ; ALL T-STATS TO BE MOUNTED AT BO' A.F.F. U.N.O. E NOT A MATCH LINE - SEE PLAN 104 FOR CONTINUATION n I GROOMER MECHANICAL PLAN10 I em• � I :: f f i Ism 104 Ito EMPLOYEE AREA MECH. PLAN , AS J 1... «.. ........ ..«.... I C SCALE: 1/4" 43 X X ...........i....._....... ......... _ - Q) -- - f i - lJJ o ' 48 ' ' I I I C om ...... I F-- I i I I : ! ............«.�. . ............................_..... : g 201 - I A 18 . I Er _.._.«... ..« «« ...........i.................. .... ........ I �\ I� 15 15 x I I laxl2 1 0 p 40 - .........'. O ....:.....a�L...i........L4 ,...........-«............ - - - - _ --- --- ........ ! . ..,...«.. .................. i I ......««.. .«_«. .....�...«........... z « «. x i I LIJ I ..................i..• I ■ ■ 1 " j ,.. ...... A 11 17 -+ ! ..............i..... ..... ..«..........,.....«....,... 'o ! ! I I � I • rA 11 U 0 j I 12m 4:31 I B 16, ! :... ......................«««............._.«.._............ 1 I I i I i - «.t..... �. ... « _ .....«.... ...._..... ... .....`..� .. ..... d�J «..1... ill ; 3 21 I i... I I A I I I 12 I rp 1 i • 'IL A A ...�... ..................«.._........,........._......... 1 o ................._. ........I...................;. ,.... j....... ! i «,....... «..... ...........«.......................«.««.««. 1 I- u ' ! ; I 1 ; ; Cx I 1 -I Z I I R O O M K E Y 103 OFFICE / HEALTH SERVICE MECHANICAL PLAN ■ q - SCALE 1/4" a I'-O" O" c L° fv 'ZIO 202 Ar- I M2 M2 8 15 «._«..... «« «........ .......... rL x 27x12 ! ' bx�2 Q;171 ° � n 30 m �./ ° am I ° ° ° bxis I�xl4 xi , n I I rn I I 0 c 17 4 I 4 l a 13 a i e ! 15 15 15 15 v a 19x6 f ry n i3r 31' 8 I I _ _ I ------- _ � __ _ I I i L...1 r� I _ - - L 1 205 RH r- ~{ 1 RH 20'3 -_ - ----- - - -- fv A-- - - ►7111 - = F _ n _3 _ �l I X =- .i_ i-T ITTy fIi] w Lu M2 3 I I 1 i 4 M2 I ! 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F 13 Ib I I � B t NOREEN* ` � RG ry fl Er T I IJ 12 I 12 12 EF ! 4 I 5 1 4 Q Rr -_i - c ° I 6 I IL &31 5 I-t - Iox10 I A A I A LL - ! t " O R , n ! .......•.................� -- .. ........................._...._ - ....... ............._�.................. ................L............ ......... ...............1......_•........1.................. . ............ .......... LLl [107] - - � I'll I I IZ" b.l0" ,- ; w I M2 F.. 12....I�.. f... - i csllirj _ 124 all. i 1(O6] ® ® ® r• Lill 9 - 1- 16 -M 14 i i I i -- _ -- - - - --- - -- - - -- - -- - - tu ......... . _-_ 25 28 OM:2 Job No: to z.o - 3.0 93451 1717 Emt Horten, Sults 100 602 9Ix.43-A4116 X5020 PETERSON ENGINEERS Date: - Shr�t No: 2 01 FISH DEPT. �V.ES T I E U L E _MECH._P L.A N CONSULTNO [NO;NCCR, :N(:. �No. 93603 - 17 lUN 93 ^� Scale: SEE PLAN SCALE. I/4" I'-O� ALL CONCEPTS, DESIGNS, AND DATA INDICATED ON THESE DOCUMENTS ARE THE SOLE PROPERTY OF PETERSON ASS- Drawn: ACP M101 OCIATES ENGINEERS, INC. AND SHALL NOT BE USED FOR ANY OTHER PURPOSE THAN ORIGINALLY INTENDED W/O Checked: THE EXPRESSED WRITTEN PERMISSION OF THE ENGINEER. TEI , r;la1 bAK•T�I'!t-111TH 4�TF'- - LIF �•' THO AUG 05 16:09:40 1993, 1 10MA- H., 451-M1A.DWG I E' TMs DOCUMENT!' I S LESS T11111 1 III 11 1 III 11 1 1 1 1 '1 1 1 III 1 1 1 III I I T1l h f11 r 11 III III 111 III III "p. 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NO BACKDRAET VENT GAP m 1 1 Ib 6AU6E x 7" W1D <C 11 I 111 METAL 5TRAP-TYP —---_ U 1 1 OP DOUBLE /VALE - GL.A55 "0" PLUG UJ SE GRE PAN TO f CJ.�RH ANG SEAL ` WATERTIbHT - I IN- _ r, r� 11 r--3/B" m 6UY HIRE TYP 0 O Ln 1-1/:2" m LAb BOLT -- CURB GAP u • Vim} 1 V * TURNBUCKLE --STORM COLLAR ce r� I O 1 4 �• ROOPIN6 'UP AND x r-" I I I i OVER FLA5HIN6 F O bAUdC bAL/ STEEL PLASHING I I I I W N V Ln J `1/4" AiRC TYP. I I TJRNBUCKLE W • _ ROOP'}�S -5EAL " MA5TIG 0 O 1 I Z W 1 I _ I EJAGKDRAPT MECHANICAL DUCT - -- -- PAMPER I — - SIZE PCR MECH- I I = ANICAL DRAWINGS I I �—1/$"0 BOLT WITH CYEBOLT 4"x7"xl/6" PLATT: TYPICAL —� _ O ROOF, GONSTRL'G'1ON8 Z —� 0 cV F) SCREEN CEILING PLATE ACOUSTICAL LININ& 220 � ____ — 216 212.= 208 DETAIL at ROOF M-01LINTED EXHAUST FAN 20 F. FLUE THRU ROOF DETAIL SCALE. NONE SCALE. NONE SCALE. NONE SEE DETAIL 06/AD3 FOR ADDITIONAL INFO. SCALE: NONE - SCALE. NONE Vf EXHAUST DUCT Z 0 y /CL. =AMPtR VOL. DAMPER Cie ... ...... .... -- SUPPLY DUGtWpRK 0 z U F U W a' O �AIR P' OW � U SUPPLY D'JGT U I I I I I I I LINEAR SLOT ~— DIFFUSER - SEE 5CHED. 5HT M5 "PLEXMASTERWCST" bALVAN- IZED MODCL "PLDE" SPIN-IN FLEXIBLE DUGTWORK TO SUPPLY OUTLET E i FITTING W/ AIR SCOOP AND W MAXIMUM 6'-O" ! ! VOLUME DAMPER � o I I I I I I INTERIOR WALL f O 6 a IEXTERIOR WALL i f .. ... .. . .. li z < Jaaaa I: ; ■ � 2" DIA PLE.X DUC' — •�" BIRD EXHAUST DUCT p 219215 — 11 - �_ 7 BIRD VIEWING DUCT SECTION BRANCH DUCT TAKE-OFF SCALE; NONE Sr-*LE. NONE SCALE: NONE! 2 0" SCALE: NONE 03 SCALE: NONE — 2 WIDE x 16 6A. SEISMEC STRAP AT ' J.G. AROUND UNIT (TYP,J C {, ROOF STRUCTURE 11 DOORS/IPANELS OR ELEGTReGAL �p4 � ITEMS M� A/C EQUIPMENT O ` WEATHERPROOF, SEALIN6 s Ib &A. x 2" MET, STRAP STRIP I I AT 34" O G. TYP. —� I I L A/C EQUIPMENT LA6 BOLT PRC.ABRIGAtCD CURB - I/2" DIA, BOLT WD. CURB BY UNIT MANUFACTURER W/ 5"x5"xl/4" INSERT 24 6A. METAL 00f (MODIFY AS REQUIRED THIAT 12 WASHER —SECURE UNIT TO CURB \ 6"0 FLUE THRU BOOP COUNTER PLASHIN& BY ROOPIN& SUPPLIER) AT I�" O.G. I -WEATHERPROOF 5EALINd STRIP _HANGER ROD SIZE PER MANUF. 3" x 3" CANT STRIP 24 6A. SHEET I RECOMMENDATIONS METAL COUNTER FLASHING ROOPIN6 R161C INSULATION INSERT PER-FAB CURB BY UNIT MANUF. 12" MIN HEISHT UNIT HEATER WD, CANT STRIP— / ED WOOD SHIM TO —ROOF CONSTRUCTION— TAP=R GUT FRO'I 2x(7 - MATCH PITCH ROOF CONSTRUCTION i \ TAPERED WOOD SHIM TO PITCH AS MOUNTING HC16HT TO \�J \ REQUIRED TO PROVIDE LEV . CURB FINISHED FLOOR MIN. I-1'-p" Cy ca W cz 218 — 21 O 214 — - A/C UNIT MOUNTING DETAIL UNIT HEATER MOUNTING MECHANICAL EQUIPMENT CURB SGALC: NONE SCALE: NONE SCALE. NONE 206 — GAS FIRED SCALE: NONE 202 SEE DETAIL 06/AD3 FOR ADDITIONAL INFO. SCALE: NONE / i b GAUGE x 2" WIDE ■ METAL STRAP-TYP• 9 • i CF c c O vaT SECURE PAN TO I I u u CURB AND SEAL I I I r o 9 WATERTIGHT I I g rn I-I/Z" m LAb BOLT- I I CURB GAP — /1" LA6 BOLT WITH WA5HER _U Z coa v ° s ROOFING UP AND ��v / OVER PLASHING SLIP BEAM HANGER CLIP 'SU- o a PER 5TRUT" MODEL. 054!7 '' ii '' a 0 UW °i E E� n uj 2 c: aa, MECHANICAL DUCT CONTINUOUS THREADED ROD ° 1 - SIZE PER MEGH- _� rn ANIGAL DRAWINGS MINIMUM I/]" DIAMETEF. I PER CORNER - TYPICAL v o ^ „ on 0 -- -- i NOTE: Job No: ---------=- -----= CA� l 93451 PRpI/�DE sirs-MIC RE- STRAINT ON ALL HVAC EQUIP IF LOCAL CODES AND STANDARDS REQUIRE — DOj -- Sheet No: ACCUSTiCAL LINIS& \� te: 17 UN 93 Scale �1 r �— SEE P.AN ! 217 -- — --�_—__—_ — 213 — �--- _--__ _ ----_.-.____� DETAIL at ROOF HOOD Drown: - ALP " 2 s -- -- WOOD R D r^�u,: '�w I)A 11110I.. [H STr,,I:-t I SCALE: Norve SCALE NONE 20� -- --- ---- -- -- 205 --- — _-.--------- --- 201 O CONNECTION B -.0 __ SCALE: NO�'E - — _a--- .--------------- — -- ----- SCALE. NONE Checked: TB f 1r qf.1 ._GALE: NONE .%4ON AUG n, s na.ii AWS, tiwLa: a ,t-412 nWC " IF THIS DOCUMENT 1S LESS -Tft I 11l1 LEGIBLE THAN THIS NOTATION, llll 1 I1III'II 1III III 1IIII 1iT��4 — _ -- --_-- APRIL 2� 19y2IIIIIIII 1111I3iT1'1T 6 0 11 4 ITUE TO THF QUAGIfY OF r No 36 1D•-!x__•-'-' THE ORIGINAL DOCJMEN`I'. £ Z 8L LZ 8Z Z I Z £o Z iZ Z 8I 8[ LT 8I 4I 16i £T ZL i1 I 8 8 L 8 4 4 rE Z I�iyL.�e 1 IIII IIIIIIIIIIIIIIIIIIIIIIII IIII IIII IIII IIII IIIIIIIII IIII IIII IIII�IIII IIII !III IIII�II!I Till IIII IIII�IIII IIII IIII IIII !III !III !! IIIIIIIII IIII�IIII Iill�llll l!Il�llll 111111 WIllU►l�lullllll11111WliWllllullL�Wlllllllllllllll��III��Ll1WII !III IIIIINIII �. ■ `r ■ N N CO BOOP MGA\TED FAN - NO BAGKGRAFT /EN' CAI' Q SECURE FAN TO 1 I 1 _•-._� - W Q CUR5 AND SEAL AATERTI6HT 1 1 ��— — --- +� --00.)SLE WALL - GLASS 5' F-,e U ANCHOR TO V Ce GUR5-- i r r % T—'-- STORM COLLAR Q C 1 ----- I I -G'vR3 GAP ul � r.. .......................... ROOFING uP AND pl I I W (7 i j —ODER FLAE,nINF tl I I -10 6AUbe bAL STEEL F'_AS"ihG I Lu < N U O - J / I - L, fir"--I ROOFING Q � ' ^ r Kl r f I i Z r I IXT Nd I l.J I _{- � _ MECHANICAL DUCT I I EAGKDRAFT— I I — SIZE PER MECH- I I DAMPER ANIGAL DRAWIN65 \ �� ROOF GOhSTR✓TiOr.S \� U .Y Z cD Ll r � � 220 — 1 - 1 - `_ _ )) Q DETAIL at ROOF MOUNTED EXHAUST FAN FLUE_ THRU ROOF DETAIL SCALE. NONE — SCALE NONE SCALE NONE LOU SEE DETAIL. 306/A3 FC 2 ADDITIONAL INFO. SCALE NONE 2 0 4 SCALE NOME z EX�AU5T DUCT --- O w VOL. DAMPER \ SUPPLY DUGTYVpRK R II ASR �_OA L XzSUPPLY DUCT I I I I I A LINEAR SLOT - DIFFUSER - SEE P 5CHED. SHT M5 'PLEXMASTERAEST" 6AL'JAN- URI, IZED MCDEL "PLDE" SPIN-INPLEXIELE DUCTWROKTO SUPPLY OUTLET PITTING A/ AIR SCOOP AhD{ VOLUME DAMPERMAXIMUM 8'-O" d I I l l I I D NTHRIOR AALL � EXT�F R,OR .^TALL . � 1 t 6LA55 12 D!A FLEX DUCT ---- y •• SURD EXH.>,uST ..SGT 219 215 211 -- __ — 207 BIRD VIEWING DUCT SECTION 203 BRANCH DUCT TAKE-OFF SCALE: NONE SCALE. NONE SCALE. NONE SCALE: NONE SCALE: NONE C C — ROOF STRUCTURE �o� v M: O AIG EQUIPMENT _ WEATHERPROOF EEALIN6 S'RIP e I I � PREFABRICATED GUR5 - B" UNIT i-fANUFACTURER 24 6A METAL &"0 FLUE THRU ROOF COUNTER PLASHING 47 _HA.NbRR ROD SIZE PER MANUP. 4' PIEER CANT STRIP ----- RECOMMENDA•i IONS ROOFING UNIT � - HEATER TAPERED WOOD SHIM 'f0 MATCH PITCH RC,�F GONSTR;,GT'GV -� � MOUNTING HEIGHT TO FiNISHED FLOOR I-7'-C" µ • v Z fn w11� 1 UNIT HEATER MOUNTING MECHANICAL EQUIPMENT CURB 2 8 SCALE: NONE 214 210 SCALE NONE O __ — SCALE NONE 0 GAS FIRED (AT COLD CLIMATES ONLY) SCALE NONE O SEE DETAIL 305/A3 FOR ADDITIONAL INFO. SCALE: NONE r ■ CCG vt ._ SECURE FAN TO CURB AND SEAL I I u WATERTIGHT Qac O - —CURB GAP U .n v„f - 1i2" LAG BOLT WITH A45HER o s u —�i— ROOFING UP AND Z OVER FLASHING u c a u«v I I SLIP BEAM HANGER CLIP "SU- � 1-- - PER STRUT" MODEL 8540 - U ' ^ Y u MECHANICAL DUCT " o u 51ZE PER MECH- ANICAL. DRAWIN65 CONTINUOUS THREADED ROD MINIM--- - R- E DIAMETER PER CORN CORNER TYPICAL. o E ^ a o rfe o u I K J h No: �... 93451 Date: 10-JUL 93 Sheet No Scale: SEE-PLAN A A /� Drawn: ACP ��I G —_--- r - --- -- ---- - _.------- -- ----- --_---------'--- WOOD ROD CONNECTION -- - 217 '� 2 3 -- - - - - _ 2 O 9 ------ -- 2 0 5 ---DETAIL a t ROOF--- -- O - -- - — -- — — 2 0� - - — ----- - ---- --- Checked: SCAL.E. NONE SCALE. NONE -�clr•lrt rld DAF'Ti`1C]L.ITM S7FE':E1 - -----..- -- - '--- --'�_- - -------- SG ALE. NONE TB SC.AI.E NONE SCALE: NONE _.. mom 0 �� 4 or 49 ,_ ■ 1UE JUN 08 06:40:01 1993, DARON D. DENTON, 451-M2.DWG - - `i IF THIS DOCUMENT IS LESS T)1 I f I�I I�I I�I I�I I�I �I 1 I�I!I�I I�I I 11�hf' rT 1�1 I�T fel f I�I�I I�I f�I � �I I�I'I'I I I I�I I�I I�III�I Irl II� I�I�I�I IIII 1 2 14 5 6 7 8 _ 10 -I---� 1J APRIL �3 1994 I LEGIBLE THAN THIS NOTATION, -�--J-�`_�- _- -1---.L —�_--- Nope IT IS DUE TO THE QUALITY OF THE OVIGINAL DOCUMENT. F - -- --- - - S- U,II I,I,�IIII �►�„�„ ►,�,��,,, IUI�,�,I I„I�,II!►,,,��►II I►II�,III UL III! IUI�IlII I►Il�llll,lll�„II IIII�I►�� Illl�llll IIII�ILI llll�ll llll�lllllllll�llfl illl�llll�llll 111111111 t1Wil llll�lll► fill llll uu iui iiu �lli►uu11 iii�iiii iiii�wii PACKAGED GAS / ELECTRIC AIR CONDITIONING UNIT SCHELD,ULE EXHAUST FA SCHEDULE `" Q _ AIR CAPACITIES _ MIN. ARI _ COOT TNG / CAPA_CITIES_ NATURAL ELECTRICAL �--- -- - �LECT�<ICAL OPER. s— U �,i MARK TOTAL OA ESP BLOWER 240 EER ENT AIR AMBIENT_ MBH GAS MBH I MFR. WEIGttT REMARKS �R. MODEL No. TYPE CFM E.S.P. — B.D.U. DRIVE RE',AARKS W -+ _ DATA _+ MARK IAANFI.� HP VOLTS / PHASE WT. a CFM CFM IWG HP (BTUH/W) DB WEI DEI WB TOTAL SENA. INPUT OUTPUT MAX. FLA VOLT/PH. MODEL Ibs ROOF �, INTER-OCK TO O 1 GRE ti�KG[ G6 °O T50 5 I/4 tl5 / i0 r__ BE_T 30_55 LIGHTS 600 400 .5 3/4 0 0 04 65 !00 69 45.9 41. q0 l3 11.2 ,160/3 TRANS 6=q MOUNTED r, O _ YGD040 - _ y ROOF INTER:OGK ^ITH ( , �� 2 bRECNHOGK 68 140 MOUNTED 1800 .5 I/2 460 / 50 ' 55 PELT 85-55. AG-b �•/ N 2 6000 250 5 3 q O 84 65 00 69 144.1 ?�q 50 122 2-12 460/30 TRANS: 415 - — u • -- --- — - — YGC150 - _ Y ROOF � - INTERLOCK TO TRANS <*z 3 6REENNEC.K 65-140 MOUNTED Ib_O "5 lit 115 / 10 YES BE 50-55 LIGHTS Q O ; 3 6000 1250 5 3 9 0 04 65 00 69 44,1 135.9 150 122 29.2 460130 1415 - _ - -- — —_ — YGD150 - -- ROOF - q C,REENHEGK bB IOC 1000 5 1/4 115 / 10 YES BELT 50-55 HARD ^IRE w 6000 1250 .5 3 00 TRANe - � � - MOUNTED Q � 04 65 00 69 144.1 35.9 150 122 2q 2 460/30 145 vilt YGD150 - _ __ _ 5 ROOF - I.lJ bReON�eGK bB 120 MOUN�Cp ''60 5 1/4 IS / 10 Yes 5ELT 5OL65 HARD TYRE 5 6000 .00 LS 5 9 O 04 65 TOG bq 183 163 250 203 39.0 460/30 TRANF_ 1415 __ W ROOF — TRANC 6 ISKIENHEGK bB-80 MOUNTE:� 3` 0 5 1/a 115 / 10 YES —BELT 3OLB5 HART A1gl! 6 2600 650 5 1 100 84 65 100 bq '71 l 59 4 120 q'1 155 460/30 150 — �� -- - ---- -- —_ —_ YGD0�5 _ - ] 6REENHF GK bB-80 ROOF I 300 5 /a 115 / Im YES BELT 30-55 IN-ERL.OGK TO •• O O ] 3300 825 .5 2 100 84 65 100 69 &q5 65.1 12C q'1 20 2 460/30 TRANC -- MOUNTED GHrS Q Cr YGD090D 855 -- — — 8 6REENHEGK 615 w MOUNTED' 115 i Im YES BELT 90-155 HARD ^IRE pW W� B 1000 250 5 I/9 10.0 84 65 I0L'� 69 99.2 21,'i 80 62 "1,9 460/30 '[R.4NE L Y O r-- t- _ _ G IL CEILING HEATER (ELECTRIC) N I PRo'✓lpe Ac-1 THRu AC-5 WITH I00% 0 5.A ECONOMIZER PAGKAbE �GAS -OAC INDICATES CONDITIONS AT SEA LEVEL. MARK BRAND SIZE BTUH VOLTS/PHASE TYPE WATTS —LBS. - r ■ TEMPERATURE SENSORS TO MEET STAT;' ENERGY GORE REQUIREMENTS 3 FRU`/IDC WITH FACTORY ROOF CURB CH-1 MOR-MAR 23 3;a"x23-3,'4 12e0 n5 / Im RA: ANT NOTE SMOKE DETECTORS SHALL BE INSTALLED IN SUPPLY AND RETURN DUCTS ON ALL A/C EQUIPMENT 2000 CFM OR LARGER A5 PRO'/ICED BY SONITROL/ METROL. ELECTRICAL CONTRACTOR 1'0 SUPPLY AND WIRE DETI!rTOR —`— MECHANICAL CONTRACTOR TO DUCT MOUNT DETECTOR ELECTRICAL AND MECHANICAL CONTRACTORS TO COORDINATE SIZES AND TYPES FOR INSTALLATION. ------ —'- --_- —-- -- ----- - - PROVIDE OPTIONAL THeRM05TAT GGN76I WITH HEATER J ROOF HOOD SCHEDULE DIFFUSER SIZING CHART MARK MANUF. MODEL THROAT AREA KOOF AREA DAMPER WEIGHT MATERIAL REMARKS MARK NECK DAZE• CFM REMARKS z -lbs. _ 1,2,3,4 reNN AIRETTe 2'x12' 24°x24" NONE — _ids_ ALUMINu14 - 0 1c," 24x24 310 - GRILLE, REGISTER and DIFFUSER SCHEDULE w 12"0 24x24 500 - MARK DESCRIPTION MANUF. FRAME STYLE FINISH MATERIAL DAMPER MAX, REMARKSINC - — - O GEILINb MCTALAIRC— LAY-IN 5800 WHITE ALUMINUM NO 30 3 8"0 0x18 CO DIFFUSER OB RI!%RN/CXHAU5T O4 12"0 24x.4 450 - GRILLE METALAIRE LAY-IN RH ^HTTP ALUMINUM NO 30 EXHAUST — {�q � G RE615TER WITA�AIRE LAY-!N RH WHITE ALUMINUM YE5 30 — U 12"m 24x24 410 - -_ - - -- OD SiPPLY METALAIR: PLAN6E STM PI ALUMINUM !eS 30 I I I I _U QES15TeR O6 20x20 24x24 - - O Ex:4AUST E Re6L;TFv, METALAIRE LAY-IN RH BLACK ALUMINUM N0 3O PRov�DE WITH FACTORY SLAG[ ENAMC'L II ZONE DAMPER SCHEDULE Z° °° - - - O7 22x46 24x48 LINEAR _0T `e"LONe w/7'5LOT5 -ROVIDE wITN METALAIRE LAY-IN 6050 WHITE ALUMINUM NG 3O BIRD 5CIII ON-AGO MARK MIN. INLET MAX.` -MAX AIR MANUF. / g 10x'5 24x24 900 — CONCENTRIC BY UNIT 9 CONCENTRIC MODEL TO MATCH SIZE! SIZE CFM PD IWG ELECT. MODEL WEIGHT REMARKS © DIFFUSER TRANF eXPOSED MANu WHITE ALUMINUM NO O AND WOCOL OF A/G UNIT6 W 1 TRANE/ /� RETURN F- 0"0 00 02 24V 5 Ibs -- - C 12'6 24x24 550 - t H 1 METALAIRE FLAN&E RHP WHIT!: ALUMINUM NO 30 reOv'ivE WITH FILTER Q I I VADA00iGHG21 :J bRILLE /, RETURN METALAIRE LAY-IN "7000-R WHITE ALUMINUM NO 30 2 14'a TOGO G5 2V VAVA14/GH&21 2' Ibs - 10 2'm 24x24 500 - U_ RETURN 2"m 1000 .2 24V TRANN VADAIR 21 Ibs, O GEILINb METALAIRE LAY-IN -'000 WHITI ALUMINUM NO 90 BD-1 -'- o ' 11 12"0 24x24 950 3-WAY — DIFFUSE,. RETURN �� Jaaaa O RETURN McTALAIRN PLAN6E RH ^HITN ALUMINUM NO 90 Z �. w n 12 2"m 8x40 400 - O EXHAUST NOTES M Ra51STER METALAIRE LAY-IN "000-R WHITE ALUMINUM 0.5 D. 30 ■ I. PROV!DN WITH 115/2dV 'RANSFORME;R. —'— ■ 2. PROVIDE WITH SEN50R MODEL NO. VA5eN65TAT 1. 13 10"0 8x48 200 - RETURN _— O �-TALAIRE LAY-IN RH WHITN ALUMINUM Yes 30 RE:615TER 14 IDxlO 24x24 300 - —O RETURN/EXHAUST ME'-A,-AIRF LAY-IN RHF WHITE ALUMINUM YES 90 -aovlDE wITN rILTER REGISTER 15 14x14 24x24 400 - O GEILINb vETALAIRE LAY-IN 5800 51-AGK ALUMINUM NO ?0 -ROV DE WITH FACTORY BLACK GAS UNIT HEATER SCHEDULE -- -_ DIFFUSER ENAMEL PINISm RETURN MR'ALAIRE LAY-IN RH BLACK ALUMINUM No 3Cj '�ViOE WITH FACTORY BLACK IOxIO 24x12 - - bR,LRF. _ ENAMEL FAI'H INISH MARK CFM E.S.P. MOTOR FUEL GAS, MBH MANUF. / REMARKS O - HP VOLTS / PHASE INPUT OUTPUT MODEL 17 IOxlo 24x24 200 - - - - - - 1 1600 - 1/20 120 / 1 NAT. 1300 104,0 REZNOR / PE!-130 4' CIA FLUE THRV ROOF — �O --TO GAP _ 18 810 24x14 180 - 19 10"m 2x24 215 - 0- 0 -------- - - - - - _ -- 20 12"0 .,4x24 350 - - o no r v 21 0"0 24x24 25 O 6A5 UNIT HEATERS ARE TO BE UTILIZED IN RCGEIVIN6 AREAS OF STORES IN GOLD CLIMATES MATE (SUSPENDED FROM STRUCTURE ABOVE - MAINTAIN 1'I'-0" MINIMUM CLEAR) — --- PROVIDE WITH THERMOSTAT 22 10`0 24x24 2G0 23 8"m 24x24 00 _ DUCTWORK SYMBOLS - 24 to"m 24x24 200 2-WAY SINGLE DONE ABBE DESCRIPTION 25 0"0 24x24 CIO - - RECTANGULAR DUCT 26 axe 24x24 150 - ROUND DUCT 27 12x12 24x24 340 _ — __ 45 DEG TAP. USE AT BRANCH CUGT5 ONLY 215 6x8 24x24 I!O - 29 b"0 24x24 '10 - — I - CURVED ELBOW - MIN RAD U5 R 15 ^,CIH — 30 0"C, 24x24 1'15 - ----- — _ -- BCC BACK CRAFT CAMPER ■ ■ 31 Ibxi2 10x14 '155 MOUNT AT 16'-6" A.F.P. --l-- — -- _I qO DEG. ELeC^ WITH SINGLE RACIL'J T„RNING VANES 32 28x10 I 30x12 900 MOUNT AT Ib'-b" A.P,P, I `� 14x8 4x12 300 FD FIRE CAMPER S��p L 0 M 34 50x10 48x18 6000 - —— F If BD BALANCING CAMPER(USE OBC.L'NLE55 NOTED OTHER^ISE) i� LLJ e 35 58x26 •0x10 471-0 - 36 40x14 38x12 1200 - S SPIN-IN FLEX DUCT TAKE-OF'F w/ DAMPER 37 6"0 24x24 '15 - -- ® 5A SUPPLY AIR 315 12"0 24x24 415 - --- -- - ® -- EXH EXHAUST AIR ■ ■ - z C L« 39 22x22 24x24 _ _ - RA RETURN AIR 40 IOXIO 12x12 - - — --- 5I7 SD SMOKE DETECTOR X41 8x8 24x12 100 - ----- -- -- J 0 , n -- — — —_ - O T TEMPER.ATURN SEN:;OR r° f/1 int v / p ` — 42 8x0 24x24 130 Y — ------- - � — - -- — --- � n.052 S REMOTE TEMPERATURE: SEtiSOR c ) J c V CMo 43 0x0 24x24 120 - -- -- - -- --- ---- -- — ° 3 ZONE DAMPER c a- 44 0x10 24x24 250 - _--�-- ----_—_- _ z ° m _ u y a v - ® FLEXIBLE DUCTWORK — '— 45 6x6 24x24 110 Z r , ° m 46 0x0 24x^4 150 _-- — - - v � E 47 8x0 24x24 160 - L 2^= ao � o u ° s - 48 0x8 24x24 200 I 49 12"0 24r24 275 -N Job No: 93451 Date: 10 JUL 93 Sheet No: Scale: SEE PLAN 7�rlr') gW DAF'TMCKITH fPEFT Drawn: ACP M3 ., 1 it Irl Checked: TB IUF JUN 15 17:21:5?_ 1993, THOMAS H., 451-M3.DWG • - " IF THIS DOCUMENT IS LESS - -TtIly 1111111 Ill�lll III��I 11111111 1111!11 111 T Tll�lli Ill�f 11111111 111�Tj'i 111111 1111 11111111 111;11 Ill�lll IIII I IIIIIII'lllllll III�III 111111 111�11 IIIA LI �� ( �� '• 1, - u 1 LEGIBLE THAN 'CFIIS NOTATION, I �, 3 4 I 6 S _ lU 11 1Z o - 1�-___�----___�_ �_ __ _ __- ___._� -- ---_ __�_�__�_ _ ' IT IS DUE TO THE QUALITY OF No 36 THE ORIGINAL DOCUMENT. fff�11 -- - r - -- -IE Ll 8R� LZ 9L 9Z 6L EL Z tL 7, 81It p'[ LLt 9t 4i r1t Ticill 1(11111 tT��I�� t ull I L ! Ie I�4 f ISI L It �i lil �IIII IIII TIL IIIIIIIII 1111 IIIIIIIII IIII IIII 11111111111111111 iIIIIIIII IIIIIIIII 1111 IIII IIII I'IIII11111111 IIII IIII IIII 11111111111 IIII�IIII IIII II1lllllillWillll Illll 111 111111111 Illi ull 11111111, 11111111IIIIINIII ■.............................................................................. ....................................................................... ............................................................ .................................... ...................................... ............................. ............................................................................................ ................ .................................................... .......................... ................. ...... ......................................... .............................. ............... .............................. ........... .............................. FORM b V) 00 ECOMEPEF < PROJECT PROJECT NAME PETeMART Tigard HEATING 1. Above-Grade Walls-Code Maximum Llu from Table 3g. Enter here and In call 3(c) and 4(c) .29 SYSTEMS 1L To reduce mechanical cooling during mild and cool weather, such ton system over 3,000 cfm and 90,000 LJ BUILDING CONTROLS Btu/h cooling capacity shall have on air or water economizer system. The economizer controls shall be 2 PROJECT ADDRESS 2. Roof/Ceiling-Code Maximum ;10 from Table 39. Enter here and In cell 5(c) .08 Integrated so that mechanical cooling and economizer cooling can operate at the a me time. Sw 72nd Ave SW Dartmouth St. I Enter the average See section 3304(0)1 (a) (c) M for mare Information. U-Yduw from War*- (b) d) C 3 CITY/TowN N Yes. oil of the above is true, *heat 3d Into oils Building Area or Code Max. Ilctual Target UA Actual UA 0 Tigard I f 3(d), 4(d) arid 5(d). Component Length U rf F Us or F be W x (c) 0 Otherwise, check one or more boxes to Indicate the exception: U Ul b. See Section 5304(o) 4 BUILDING AREA (ft2) 24.458 b. For a slab with the Windows and Glazed Doors 221 Itz 0.20 1.23 64.0 271.5 for more Information. min. Insulation I" LL El The outdoor air Is of poor quality and requires extensive treatment. (Table 3g), enter 4, Above-Grade Opaque Walls & Doors 14,192 It' 0.29 0.129 4,115.6 1.8210.7 0.58 Into a call 7(d). < 0 1 0 Humidification or dehumidification uses more energy than Is saved by outdoor air cooling, Othervism, enter 1.34. Roofs and Skylights 24,456 It' 0.06 1.956.6 709.2 ❑ Cooling with outdoor air affects the operation of other systems Increasing the overall energy For a hooted slab with lilt the min. Insulation Floors over Unheated Spaces 0 fill o.oa consumption of the building. i Type level enter 0.90 Into ATTACHED Chapter I.D. Description Attached coil d). Otherwise FORMS AND 7. Unheated Slab on Grade Floor 24,456 ft El The building uses heat recovery or some other energy recovery system. enter 2.73. Form ❑30 Prosciptlys Path WORKSHEETS Building Envelope 0.5a 0.16 14,110 3,913.2 El Cie 31a Component Path Heated Slob on Grade Floor 0 tt 0.90 - - 0 < C1 the system controls automatically set bock the temperature or shut down equipment during unoccupied 0 Worksheoi 3a Wall U-vol�ss 9. Target and Actual UA. rotal column (a) and (f) 20.321.2 b,724.2 periods of periods of alternate uses of the space. Q� 3b Roof U-volves Z %.0 10.Enter "Y" If the Actual UA of call 9(f) Is leas than Target UA of cell 9(e). Othirielse. redesign Y Yes, all of the above Is true, 3c Floor U--wives 3d Average Thermal Valves To prevent elmultaluos heatirg and cooling In the some space, temperature and humidity controls shall Systems For rn 4o Systems nce the supply of zone -.00ling and heatlnr,. seque Worksheet 4o Unitary Air Condltiorier-Air Cooled CM Yes. all of the above Is true. 4b UnItury Air Colnoltioner-Water Cooled El Z 0 COOLED I'L Summer Design Temperature from Table 3g. 'F 90.0 4c Unitary Hoot Pump-Air Cooled Otherwise, check one or more boxes to Indicate the exception: 0 El in zones with Valuable Air Volume (VAV) systems, the zone controls limit the volume of supply of air C4 40. Unitary Hoot Pump-Wator Ccoisd ❑ BUILDING 12.AT. Subtract 75' from line it. Enter here and In call 15(d) 15.0 before reheating. recooling or mixing hot and cold air streams as per Section 5304(0)4. 4s Unitary AC &Heat Pump-Evaporitively Cooled El a. Enter the average i U-vaiwo of the win- J& Solar Factor from Table 3g. Enter here and In call 18(d) 131.0 4f Pockayed Terminal AC-Air Cooled 10 i do walls, and doors El In zonas with special pressurization a( cross-crintarninotlon concerns, the zone controls automatically i from Work 3d. 14. Above-Grade walls - Code Maximum OTTV from Table 39 34.9 1 Is 49 Pockogid Terminal Hoot Pump-Air Cooled El reset supply air temperatures to reduce the lnaflciency of simultanious heating and cooling. ■ 4h Water Cnilling Packages-Air h Water Cooled El D. Enter the average Al least 75X of the energy for reheating or for providing worm air In mixing "tarn* Is provided from 44 Bolters-Gas Fired and 09 Fired Meg from Workshor, (a) (b) (c) (d) El (a) a site-recovered or on-site solar energy source. 3d. Building Area or Actualb) x (c) x 4) Furnaces k Unit Heaters-Gas fired and 011-Fired Component (of) 1.1-volus" AT Meg 4(d) or(@)] Artillcall Light c. Enter the overage Form El Zones require opecific humidity levels, such an computer rooms and museums. 5a Interior Lighting Windows and El SC-value of the win- Win Glazed Doors 221 1.23 15 - 4077.4 5b Lighting Schodwe doves from Workshost Zones have peak supply air flows of 300 cfm or lose. Sc Interior Lighting Power 3d. 19 Above-Crode Opaque Walls It Doors 14,192 0.129 - 37.6 66.835.0 5d Exterior interiorTotal column (b) 24,458 - war&.h.et 5a lntsrlor Control Credits ❑ (a) (b) (c) (d) Building Area or Actual Solar Component (of) SC-valuo Factor (b) x (c) x (d) J&Windows and Glazed Doors 221 0.94 131 27,213.9 I MISCELLA- 4 rhe ductwork he i Insulation according to Table 4a.19, Grand Total. Add calls 15(f), 16(f) and 18(f) 100,128.1 NEOUS Z APPLICANT H Yes, all of he above Is true, C 5 NAMF M- -4 f!-, r, 20.Actual OTTV. Divide line 19 by call 17(b) 5.94 to_ Enter 'y" if the Actual OTTV (line 20) Is less than required OTTV (line 14). Otherwise, redesign Y The piping has Insulation according to Table 4c. LL LI COMPANY pe 1 9 owe 0 Yes, al, of the above Is true, 7 SIGNATURE 9 8. -Ps' The hot water system prevents flow over 3 qpm for showers and 0.5 ppm for lavatories; and limits outlet temperatures of 1IOT for lavatories. Yes, all of the above Is true. ENVELOPE 22 The perimeter Insulation for the slob-on-grade floor shall extend downward from SEE ARCHITECTUAL the top of the slob for a minimumdistance of 24 Inches. See Section 5303(d), DRAWINGS OTHER --- Enter the references DOCUMENT No. of pages Description of Documents I to plans and speclfl- catlons the Mon corn- 23.8elow-grads walla shall be Insulated with a minimum of r-5 Insulation extending SEE ARCHITECTUAL the full height a the wall to the top of the lowest floor to 10 feet below grade, DRAWINGS Enter all supporting Plionce with the ague- which ever Is len. Iculations. test re4 TRINE CATALOG DATA SHEET NO. (9,10.11 & 12) Monte. .aports and catalogManufactured doors and windows are certified according to ASTM E 28.1 for . 24. SEE ARCHITECTUAL cuts 0.37 Orn for foot of window sash crack and 111 cfm per foot of door crack. SPECIFICATIONS 2&On the worm side (winter) of the Insulation for the walls, roof and floor, Install SEE ARCHITECIIJAL a vapor barrier with a pormi rating of one or loss. See Section 5303(f). SPECIFICATIONS < Z ................................................................................................................................................................................................................................................................................................................................ ......................................................................................................................»...»........................................................................................................................................................................................................... ................................................ ................... ......................................... .................... .................................. ............ ....................... ................................. C 0 to cu 1 tJU AU AL ■ ■ vVi A LAJ 4p/ a- U_j 0 2 Z Tj n. :7j Nil— LU t.t:=' C CL 0 0. 01 2.5 0 'a :D c r 0 Ute'CO a r -0 V r (o) E_ 2 .9 6.C Ce 0 tj c; 2, a all Z .5; V Enu Lu a- Cc i Job No: 93451 Date: 10 1ji. 93 Sheet No: SCQI8: SEE PLAN 7500 SW DAPTMOLITH STPI F_I Drawn: ACP M4 _,6 OF 49 Checked: TO TUE JUN 15 14:00:08 1993, THOMAS H., 451-MA.DWG ifA IF THIS DOCUMENT IS LESS -Tj tjIlIjIl1jIlI 11,111111 111111 LEGIBLE THANTHIS NOTATION, 8 1 0 APRIL 2 ee 1994 111111f IT r111T[J[ 11 AIT IS DUE TO THE QUALITY Or T 7-4a U[r 6 T11 11111114 T111's ORIGINAL DOCUMENT. iZT 6 9 IJlil I 111111IT11111 11 11111 11 11111HIlt lill 11 will a I s ■ ■ KEY ED NOT E S U) i. 1 1/.2' COLD WATER LINE TO 5'-0' OUTSIDE BUILDING - ¢7 SEE CIVIL DRAWINGS FOR CONTINUATION (NOTE: WAT«1 LINE SHALL BE INSTALLED BELOW FROST LINE) N A T E R C A L C U L A T I O N S- 2 DRAWINGS FOR CONTINUATION-0 PACKAGE)GiVIL SEE • . DING W Q 3. SEE EMPLOYEE AREA PLAN 105/P1.1 P1.1 FOR CONTINU- N SPRAY H05E 6 x 5 FU. = 30 F.U. 4 AVON INE TO A/C UNIT - SEE GAS SCHEMATIC, SHEET P2 '` O WATER CLOSET (FT).............••.......•.•....... 3 x 5 F.0 = 15 F U. v U 5. BRANCH SHUT-OFF VALVE ^/ • �.i. R,NAL (P V, 1 x SFU = 5 F U. 16 6. 1' COND. )RAIN UP `HRU ROOF TO A.C. UNIT W/ 4' DEEP Q o T- r TRAP AND VENT LAVATORY.. ..........................................� x F.0 = 4 PU I 7. 3/4' CONE, DRAIN UP THRU ROOF 10 A.C. UNIT WITH 4- Q k, a•� INKING FOUNTAIN ...........................•..... .2 x 7 F.U. = 4 P.U. `I DEEP TRAF AND VENT I ,K. .. .............................................. .5 x � P.U. = 15 P.U. IB IL L.L,) cn MOP B. 1-1/4' FOND. DRAIN DOWN IN WALL - TERMINATE OVER ' SERV'GE 51NK ....•••.•..•..•.•..•.•.......... 5 x 4 P.U. = ZO P.U. � Q ly FLOOR SINK WITH 2' AIR GAP - SEE SHEET P1.1 W DO: WASH TLB .............I x 4 FU = 4 F.U. HOSE BiBB4 x 5 P U = 20 P U -- C-i _ T ._.. "� - 9. 3/4' COLD WATER DOWN TO 'HB-1' - DROP EXPOSED Q (y - r---- - -- w: "f ALONG INSIDE WALL O O O•AL FIXTURE UNITS II'1 P.U. fr...r 10. GAS METER BY LOCAL GAS COMPANY - SEE ^•A Gr SCHE- Z MATIC, SHEET P2 AND CIVIL DRAWINGS UJ W UH 11-1 FIXTURE UNITS = 48 6ALLON5 PER MINJTE (6PM) 1 (10 FT.) x 0.43 c 4.3 Psi 5TATIG LG55 WITH b // 11POINT GAS COMPANY AND �TE CAVIL (SEPARATE OPACKAGE) HIGHEST FIXTURE 10 FEf:T NTH Q 12. 3/4' COND. DRAIN DOWN IN WALL TO SINK 1AIL PIECE t..6 S. ~3 13. AQUARIUM DISPLAY FLOOR SINK X O I 14. 3' GAS RISE EXPOSED ALONG OUTSIDE OF WALL TO RUN Z HORIZ. PIPE LENGTH TAP TO METER 10 FEET ON ROOF -- PROVIDE SLEEVE AT 'HALL PENETRATION c00 N ' 1 HORIZ FIFE LEN3/4' GAS DOWN THRU ROOF TO WH-2 - SEE GAS LENGTH METER TO BUILDING 5 FEET 15. 9 HORIZ. PIPE LEN6Tn SLDS TO LAST FIXTURE 300 FEET SCHEMATIC 16. UNDERGROUND RISER SUPPLY LINE AND RISER SIZED IN ■ ACCORDANCE WITH INSURANCE CARRIER, AND HYDRAULIC VERT. PIPE LEh67H B_D6. RISE TO HIGHEST FIXTURE 8 FE_T (� CALCULATiV! REQUIREMENTS. REFER TO G," AND / OR SP TOTAL PIPE LENGTH 5»3 FEET a RR IUN LER TU 5H 0' OUTSIDE OFL,!3 DRAWINGS OBUILDINGOWIAL 1 ALL --SEE CIVIL 5 17. FIRE SPRINKLER RISER I (343 FT) x 1.75 (FITTINb LO55) = 428 FEE? TOTAL DE/t LOPEJ LEND?H V U 4 0 18. 4'x 2-1/2'x 2-1/2' F.D.C. WITH CHECK VALVE AND N.S.T. r� ---- �. _ i:_--- _..�_�.. ._._.....__..._-•--.___---------__..__...____- .-.-. ___=.�."---.._ _._.._.___.__�__~._.---- T_"-.--.._.._..._---_..-.._-______...._-._.�.._• __.. •.. i 7HRFACS, OR AS REQUIRED BY LOCAL FIRE DEPARTMENT 19. ELECTRIC BELL DEVICE PSI LOSS 20.1 '2- CONDENSTEDRAIN DOWN - TERMINATE OVER MS WITH 2' AIR CAP SEE SHEET PIA STATIC »a fh 21. 2" VENT BELOW SLAB FIXTURE 500 �4 Ijj 3" GAS I 22, 1-I/4' GAS DOWN THRU ROOF TO (2) WH-1 - SEE Z 5/4" GW 3/4" GW �) GAS SCHEMATIC O 23. 1 1/4' GAS DOWN THRIJ ROOF TO UNIT HEATER - SEE H GAS SCHEMATIC, SHEF.'i P2 (COLD CLIMATE ONLY) a C��,L BJILpINb LOSS 23°O P51 W PRESSURE AT STREET 64.OG P51 I I/4" GA5 9" OAS 2.4.COLD WATER ABOVE CEILING tY BUILDING L055. ...... .......... ....... ... 23.80 P51 25.3/4' WATER FROM BELOW FLOOR UP TO STUD-OL'T WITH DIFFERENCE . ...... ... ...... 40:20 Psi SHUT-OFF VALVE 26.SEE ENLARGED OFFICE/ GROOMER PLAN 103 FOR CON lu:- 40,:20-428 x 100 = -9 4 MAx PSI DROP ALLOWABLE Q UATION PER IOD FT, PIPE LENGTH f1 27.3/4' WATER BELOW SLAB BRANCH PIPE SIZING CHART - PSI LUSS I 28.2' VENT ANGLE AT 45' PIPE SIZE 3/4" I-I/4" -I/i" Q 29CSEE ONTINUATIONU FISH DEPT. PLAN 102 SHEET P1.1 FOR bPM q 1? 35 53 m � FU (F.T,) 15 24 6"! 140 jlE ACTUAL STREET PRESSURE = 110 P51 PREy5URE REDUCINb VALVE RRGiU'IRED. SET PRV AT 50 P51 - CALCULATIONS ARE BASED ON BOSS PRV SETTING (64 I I/4"GD W I SV PER UPG SCCTION 1001. PLUMBING LEGEND. I `S �jG J - ° I I I I I 1 v SYMBOL ABBREVIATION DESCRIPTION -- W DRAIN OR WA5TE - -! --^---- V VENT FIPINb77 \J ,7 / �� Q i Z aC GW GOLD WATER AG AG �0 G E N F R A L N O T E S HY: HOT WATER r Z 3 - m 1. ALL FLOOR CLEANOUT$ AT MAIN SALES FLOOR ARE TO BE 1 LOCATED A MAXIMUM OF 4- FROM FACE OF PALLET RACKS 2" GAS - 6 6A5 PIPING BUT NOT BENEATH - SEE FIXTURE PLAN. - UIL VTR VENT Tr1RU ROOF I 2. NO FIXTURE, CONDUIT, OUTWORK, PIPING, ETC. SHALL EX- 4 /4" GAS THROUGHOUT TEND OELOW 1WAREHOUSE(LOCATE AS SAL S FLOOR IGH AREASAND RE`E) b.V. GATE VALVE I I/4" 6Ay 4 CEIVINC AREA. ---y'�'.,T----- - 6LOA= VALVE 6Ay P 3. ALL PIPING ON MAIN SALES FLOOR SHALL BE RAN AS --{/f---- G.V. CHECK VALVE _ f AG `3 HIGH AS POSSIBLE. 17'-0" MINIMUM. - - ---I[�I--- P.V. GA5 LUBRICATED P�.U66 4. ALL GAS PIPING IS RUN ON ROOF UNLESS NOTED OTHER- --IIF--- _U. UNION GO W15E, H.D. HOSE BIBS W/ VACUUM EREAKER - T ----}' _ P FIRE 5PRINKLER LINE I ® F5 FLOOR SINK C G w FD FLOOR DRAIN C-0 0 FCO FLOOR CLEANOUT , v r` 0 5G0 SURFACE CLEANOUT - 10-- WGO WALL CLEANOUT (O' RD ROOF DRAIN FINISH FLOOR ELEV: �•7' -� O OD OVERFLOW DRAIN +100'-011 in R'+ RTL RWL RAINWATER LEADER 1 v t10 ry OFL OFL OVERFLOW LEADER VGP O O U VCP VITRIFIED CLAY PIP!! GI Cl CAST IRON _ _ I AGP ACP A55EST05 GEMENT PIPE PVC PVC POLYVINYL CHLORIDE I - A A COMPRE55ED AIR PIPING 02 OXYGEN PIPING _ 4 GD GD CONDENSATE DRAIN PIPING GO(%/AG FIXTURE CONNECTIONS: a ■ V CW HW REMARKS • MK. DESCRIPTION TRAP "V I I FLR MTD., TANK TYPE WG-I WATER GL05ET INTEGRAL 1.6 GALLONS PER FLUSH 7-R, MTD., TANK TYPT WG-2 WATER CLOSET (H.C.) INTEGRAL »" 2" 1/2" - 16 GALLONS PER P,.'J5Hin -I/2" 3/4" WALL HUNG I U-1 URINAL �JTE&RAL 2" - 1.0 GALLONS PER FLUSH ! L-I LAVATORY I-I/4" x -I/2° 2" 1-I/2" 1/2' 1/a^" WALL HUNG (� 5-1 SINK I-I/2" 2" 1-1/2" 1/2' 1/2" STAINLES` STFEL 64-O i '--Co gri�J (> 5-2 51NK - -- I-I/2" 1/2" I/2" 5.5. W/ PLASTER TRAP / q c J_ _ q 177 MS-I MOP BINK 3" 3" I-I/U 3/4" 3/4" FLOOR MOUNTED 3 2E AG \ / FO-I FLOOR DRAIN 2" �" -I/2" - - WITH TRAP PRIMER 7 Vii!. IN/SECURED GRATE AND SED- t/` J _ FD-2 FLOOR DRAIN 2" 2 "I/2 - - IMENT BUCKET 6 TRAP PRIMER i Q \5 �l 11/4' G A� 4 2 u ECF-I ELEC. DRINK FOUNT. I-I/4" x I-I/2" 7" -I/2" I/2" - WALL HUNG, HANDICAPPED 1, o u - all FT Iq 3/4., CD ► J o a ED.T ELEC.. DRINK. FOUNT, /4" x I-I/2" �" -I/2" 1/2" - ^ALL HUNG I d u v zl o 56 SER',/ICU_ NK 3" 8 1/2" 3/4" 3/4" FREIE STANVINCT in P"?i •--� _" 3" 1-1/:2" 3/4" 3/4" 55-2 SERVICE SINK 2 COMPARTMENT d FREE STANDING 0 IY AG v 55-3 SINGLE COMP. SINK 3" 3" I-1/2" 3!4" 3/4" FREE STANDING I I tl V 5 6 I ; 0c WH-I WATER HEATER -1/4" 1-1/4" (2) '75 GALLON, GAS - - \4 CL o u AG , 3/4" 3/4" 30 GALLONGA5 I WH-2 WATER HEATER - _ I 8 1 d 2" 2" -117" - - PRO'/IDE W/ 3/4" GRATE PS-I FLOOR SINK _ 1 I = -- -- � v _., a .. ... _ T-I DOG WASH TUB 2" 1/2" 1/2" FIXTURE BY 6 G. ( • I � a.c L 4 Ian , 0 T-2 1:)06 WASH TUB - = - - FIXTURE BY GG. 1g rn� D/4" GAS 3/4" W/ VACUUM BREAKER u ° m HB-I HOSE B155 - - 7-' crc. *u'.. .,- ,- .. rw,+t,. T"a' _ o W/ VACUUM BREAKER HE-2 H05G BIBB - - - 3/4 FREEZE PROOF c HT-I HAIR TRAP - 3" - BEL. FLR, W/ ACCESS COV I N°TE` 1 ■ _ INSTALL BELOW COUNTER IN 1 I 1 INSTALL SCO MIN 4" ,^o WAY Jot) N0: HT-2 HAIR Tst•AP - 3 ACCESS BLE LOCATION OP 5' BE'!OND =G.O. 93451 BLCG TO avoly 5'� ?3 4 51 DOOR ( 1717 East Morten. Suite 100 V\/_I --- -_ -- MOUNTFD IN PANEL LV 2.� 3 Q 64 � - �/ i a. 60oenix, 4115 -..-� - �- V-I MIXING VALVE 2 s Phoenix, Arltma 85020 -- N,/ERT ELEVATION = ? w PETERSON ENGINEERS Date: heet N:i. 6 3_ BASED ON "ON+ULTANG CNGINR-CR3 ,NC;. jobNO.93603 10 JUL)UL 93 REFEREN.GE FINI_H FLOOR ELE,/ATIo,4 Scale: SEE PLAN -� - - - - PLUMBING FLOOR PLAN OF 100 00 AND TOTAL CE`/ELOPED ALL CONCEPTS, DESIGNS. AND DATA INDICATED oN THESE 10 - _ ----- _ LENGTH OF 160 FEET AT I,8 PER FOOT DOCUMENTS ARE 177E SOLE PROPERTY OF PETERSON ASS- Drawn: SLOPE, 'WITH STARTING INVERT OF -98 00 OCIATES ENGINEERS, INC. AND SHALL NOT BE USED FOR ACP SGF+LE 1,8 ' 1'-0' ANY OTHER PURPOSE THAN ORIGINALLY INTENDED W/0 Checked: THE EXPRESSED WRITTEN PERMISSION OF THE ENGINEER. :1 Sw DARTMOUTH S•TREEI ■ ■ 77 nF Iq TIDE JUN 15 17:12:41 1993. THOMAS H., 451--P1.DWG bill IF THIS DOCUMENT IS LESS FjTIIIf 111111! 1111111 Illilll IIIIIII IIIIIII 111 �1 illllfl IIIA 11!11111 I�,�T� �IIIIIIIIIII I IIIIIII IIIIIII IIIIIII VIII I IIIIIII I�I�III IIIIIII IIIIIII 1111111pill I ' APRIL I ` _ I tl 1� rr LEGIBLE THAN THIS NOTATION. � - Il - `Z,.l- I ��I�� I �I I 61 I � 8� � 101 �'�; 1994 IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUME"T. - - - --- � I i Ifi �Z 9Z 1 L� 9Z Z Z S Z Iti L 8t 91 Lt 9l 4I 6l Si Zl TI T 1,ti m1�1{111111111!II 11NI11 1111 II 11111111�III N!1111N IIII�IIII IIII�IIII IIII�NIIIN114111 11�1114!!II IIIIIIIII llll�l!1 Ull�Illlli!II�II!I IIII�IIII llllllllllllilllill 111ll11 llll�lul lull tilttlllllillllllill�ll�111 ul Illl�llll��U�llll IIIIINIII F 2 y KEY ED N O T E S : 1 SEE PLUMBING Ic \J2 BRANCH SHUT-OFFNVAIVEP1 FOR CUNTINUAI'ONNOT A MATCH LINE SEE PLAN 105 FOR CONTII,UATION 3. 1-1/4" CONO. DRAIN DOWN iN WALL - TERMINATE OVER WFLUOR SINK WITH 2" AIR GAP -- SEE SHEET P1 FOR CON-FIRk PROTFCTIO��! C�ESIGN CRITERIA: ,, D-1� 4. 3/4' COND. DRAIN DOWN IN WALL AND CONNECT 'To SINK n T L P ECE 5. 1-1/4" GAS DOWN IN WALL - I" GAS TO EACH WATER I MUN'GPALITY GO`/ERhING INSTAL'�ATIpN fl I -- I I �u HEATER - SEE SHEET Pl FOR CONT. , moi. CITY OF TIGARD. OEGrJN i T�-, V q� a / S a� 6. T AND P REIJEF LINES - RUN OVER FROM WATER HEATER TYPE OP r RE PROTECTION 5Y5TEV T/) BE Fv-_GYED O\ '^c i I �- 1_�__ TO SS-1 f PRO_EGT V,'T O(�3,a.. GW 7 �... P V 7. 3/4' GAS DOWN TO WH-2 - SEE SHEET P1 FOR CONTIN- �. 5 C_-CLI'ANGY CF BUILDINb I I 1 B-2 - RETAIL ; I 39 UATION V j MIXINb V<,LVE N J- TD-1 8. 3/4' COLD WATER GOWN IN WALL TO BACK FLOW PRE- LW in 4. IpENT,PIGATIt7N OP HAyARU. Ih.".LUDINb ANY SPECIAL HAZARGS ry -" ---- - - MO NT IN GAB SET--- VENTER PRV, AND 1/2' VALVED COLD WATER STUB-OUT OR STORAGE GpNFIGURATIONS: � AT +60' A.F.F. FOR FISH TANK FILL LINE NOT APP,IGAB.E - _ 3� 1 K 1q 5 TOTAL AREA SERVED BY 5 9•r YSTEM. �I lit" GW I � , I a cV 25,416 5G FT / 9. 1 1/2" COLD ''NATER RISER EXPOSED ALONG INTERIOR IN WALL TO RUN ABOVE CEILING - PROVIDE PRESSURE RE- � � Q DUCING VALVE, SET AT 80 PSI ON RISER, ALSO PROVIDE tZ U) A STOP AND GRAIN VALVE ON RISER / \ - NOT A MATCH LINE - SEE PLAN 104 FOR CONTINUATION 10 FULL SIZE T AND P RELIEF LINE FROM WATER HEATFR a T;ON UM DFS Gh �TAhDARD 5J TO BE USED FOR GONORgbE �J/ / h.F P.A. 13 AND 2BIC FOR ib(-b" HI6H PILED RACK 5 � TERMINATE OVER -AIS-1' WITH 2" AIR CAP (IF PERMITTED z Ln � � �� t' BY LOCAL CODEce COMMODITY GLASS III NON-ENGAP5ULATED IN MULTIPLE ROW LIL ;M-11: WC-1I I/4" VALVEA TEMPpIlED C Y P- RAGKS WITH 8-O" MINIMUM AISLES. I ,) _ 1 11. 1 1 2 C`Y BUILDING S.O.V. IN TRAFFIC RATED, 1? A ® r ' L -J_.� .JJ PRUNED 80X 1MTN COVER �[ O -- --- 12. 1 1/2' CW BELOW FR05T LINE TO METER BY PLUMbINC ?P-1I I ; CONTRACTOR - SEE CIVIL DRAWINGS AND SP FOR CONTIN-- '1 MINIMUM WATER DESIbN DENSITY (GPM PER �G FT � TC eE Ao- � � � �• ,i UAl10N AND LOCATION OF METER, (CINE IS SEPARATE PLIED OVER THE MOS: HYpt.AULIGALLY REMOTE AREA OF OPER- ;EGF"�' ' ">� � I< r; ter« /, SUBMITTAL) ATION (60 FT): ,/ _1_'111 a2 PER NEPA REQUI -M HO75 - 13. WET/DRY VACUUM OUTLET (TYP OF 1) IN FACE OF CABIN- , I � ■ ■ IhGLUDE 50G G P.M. H05f= STREAM ALLOWANCE. I ;EDF-1' 1„�"�� / ET 1 / �� -� - 8 AVAILABILITY AND ADEQUACY OF THE WATER SUPPLY 1 SEE PIRG PROTECTION DRAWINGS. I I 34 `� 4 O q I 14. FLJOR SINK GRADE TO BE MINIMUM 1/4- BELOW FINISHED I 23 m I FI.00R (NO-LIP) ' U-1 ,,3 TP-- 9/4" Hw ,11 TD-1 I } FD-1 I 1J. SEE DETAIL 106 (THIS SHEET) FOR PLUMBING FITTINGS s^.' _ ��.• U I .I+`G3 '�0 Q q .w,: F �� ^ASTC THIS AREA 4'WGOI '�, s/4 GW I'. s WGO 16. 4' WASTE UNF - SEE SHEET P1 FOR CONTINUATION 17. WILKINS 600SERIES (3/4'} PRESSURE REDUCING VALVE I SET AT 17p3 OGATION OF TLBS, T-2 F GENERAL CONTRACTOR - I� ( 1H. FULL SIZE T AND P DRAIN WITH 2' AIR GAP ABOVE EXACT LOCATION OVERFLOW RIM OF SS-1 I4 r pl•l �� err�le� O- ;•\ 1_ S Dp`ERMINpD $Y ARC M �' I 19 3E4' TEMPERED WATER DOWN TO HOSE SPRAY ASSEMBLY yj SEE DETAIL MIS SHEET / :0.VENT UP 1N BLOCK WALL TO 10'-8' A.F.F. - OFFSET 0 ciQ'".s1 � Y r ABOVE CEILING .:1);1L.fil V _ • i � 21. 3 j 4' CW DOWN TO HOSE B16B � Wj 1�. 1-- -- - - 2`l 3/4" WATER LINE GOWN IN WALL TO BELOW SLAB TO 750 OL I - -- _ �- GALLON FISH TANK - I u L___. 23. ./2' CW BELOW SLAB FROM TRAP PRIMER TO FLOOR TD-11 I 3 a. 9 I N V _. - DRAIN - - ► � 7 _ L v 24. 1/4" COPPER AIR LING TO UNDER TUB - SEE CABINET I -} I r - ELEVATION 08A, SHEET A7 H7_1 I 25.AIR COMPRESSOR MOUNTED IN CABINET a"WGO I 7 ` S S i 125 1 �-`� 26.WET/DRY VACUUM MOUNTED IN CABINET 'Z4 I 1L ! 27.2- VENT BELOW SLAB TO 2' V.T.R I I I 1 13 1 28. VERIFY STUB LOCATIONS PRIOR TO FINAL HOOK-UP OF - ( I I/4' _^ TUB j m II 29.QUICK CONNECTION OUTLET MOUNTED IN FACE. OF CABINET 1 D S ACID IA, 30. 1-1/2_COND. DRAIN DOWN IN WALL FROM AC UNITS ON bm ROOF TERMINATE OVER MS-1 WITH 2' AIR CAP ABOVE ^.__-� --� - i i h-I 3/4" OVERFLOW RIM r 41 ��, �� FIT'2; 31. 3/4' CW BELOW SLAB < I I I I I I I NOT A MATCH LINE- SEE PLAN 10.3 FOR CONTIN. I I I 32. 12' PVC SLEEVE - SEE ARCH. DRAWINGS FOR LOCATION t7 ii 33.STUB 1/4' OXYGEN UP FROM BELOW FLOOR, EXTEND TO d II COON AN A I I 34.PROVIDE BRANCH SHUT OFF VALVE ON PIPING DROP - I I -- -- _ - - PROVIDE ACCESS PANEL (COORDINATE LOCATION WITH V GROOMING/ BATH AREA FLOOR PLAN I I _ 104 ___.- _-__ _ I I ; ARCHITECT) Z cV �r, a N ca n aol SGAL°: I/.:" = -O� I I $ V 35.1/4' OXYGEN BELOW FLOOR I II V S-1 36,DISHWASHER GISHCHARCE TUBING TO LOOP UP AND CON- � ■ 11 N NECT INTO SINK P-TRAP WITH AIR GAP, PER UPC ; 37.12' PVC °IPE WITH LONG SWEEP ELBOWS TW i i 1��2 38. 1-1/4' TEMPERED WATER RISE FROM MIXING VALVE TO 2" ACO I-I/a" TEMPERED WATCR ."r:.»..•..., i i I OVERHEAD PIPING `'+, I I I I 3/a" GW-- 39. 1-1/4- HOT AND COLD WATER DOWN TO MIXING VALVE ---- -� TW I I 9/4" H 40.HOLD FLOOR DRAINS 1/2' LOW - SLOPE FROM 2'-0' DIA- TA._�r... _' METER - SEE A2.1 FOR PLACEMENT NOT A MATCH LINE SEE PLAN 104 FOR CONTINUATION .............. LINE OF GEI !N6 w � T 4 5 No B--55 SEEP a i V EMPLOYEE AREA FLOOR PLAN GLOSINb SPRAY VALVE TED ^ALL WATER DROP IN FUR- = 10 5 - - _ 9/4" TIN RED WALL m �--�I 36 m SCALE. 1/4 - 1'-0" T I1 5 No. B-1025 CONGER ED $-2, STRAIbHT VALVE WITH B-WH-4 / / 6 n� WRIST BLADE HANDLE (TYR OF 6) I MS-y, v AT 60" A.F,P. 2 , \ 3/4" HW O�� l 8PT. FLEXIBLE STAINL!SS 9/4 TW I/a" OXYbEN DOWN TO BELOW SLAB WN STEEL HOSE WITH RUBBER Z,: WGO" '- -_�„ W _-.. _y3�..��3„ ON Emmmo 5/4" T 4 5 No. B-IO-' WALL HOOK INNER TUBING ................. ._ ...._..... ... OUTL£ 9i4" HW - (TYPICAL OF 6) AT 44" = a^ , 1/4" BRASS NIPwLES 3/a" GW I- 6' x3' xl/ 16"" STAINLESS STEEL T 1 5 No 8-1006 SPRAY ASSEMBLY PLATE •a8" A F.F �.., WITH SNAP ON-OFF CONNECTION -� ^' (TYPICAL OF 6) J -- q0' 1/4" BRASS ELBOW (BOTH V / SIDES) 107 HOSE SPRAY ASSEMBLY 5HUT-OFF `/•iL'JE5 ' BLOW &UN VALVE FART 0 2X4-2 W,W. bRAIN6ER BY GENERAL -_-------_- �♦ L -- ♦ I---- ----- -- CONTRACTOR ---� WASTE 4" WA5Te _ MOUNT _ ray _. STAINLESS STEEL 1 " GW I' CW G E N E R A L N 0 T E S ■ PLATE ON CABINET/ \ COUNTER PER PETSMART �- % 2 - - 1. THE FIRE PROTECTION CONTRACTOR HAI I PERFORM, A NSTRUCTIONS �I W O -,i �.--- '[1.--_...____...._.____ -- _ HO RANTS NEAREST FIR TEST SHALL PBE CONDUCTED AS �� ^-r-- _ IRE CITY TER CONNECTION 11 ! i 6'-O" MIN. ERTEN T j BY MUNICIPALITY AND WATER DEPARTMENT RE05. TEST �-''�M ? I t � SHALL BE WITNESSED BY ALL AUTHORITIES HAVING JURIS- � \ ART r 2Z25.13 J V / DICTION. ^^. bRAINbER BY TANK GENERAL CONTRACTOR f---1/4" BRASS NIPPLE ��' u 7 ; �_�.I I m // 7.. REFER TO FIRE SPRINKLER SPECIFICATIONS FOR ADDITIONAL INFORMATION. c J - SPLIT VALVE H V { xx l K ) Q 3 Cr N.r.rSHALC AL CODES,ET ANY AOWN RNAL AND PPLICABLE INSURANCERCQAR- 1/4" OXYb_N DOWN IN / < d CABINET TU BELOW "C I RIER REQUIREMENTS, CONCRETE SL,-,,2 CHAIN AND 5.5 HOOKS j J A BLOCKING, BY &C. Fa-- O� I I, 4. INFORMATION STATED ABOVE DOES NOT REUEVF FIRE_ PRO- / 1 it TECTION CONTR, F,70M PROVIDING A COMPLETE AUTOMATIC % ............... l 1 IC 21 SPRINKLER SYSTEM. INCLUDING AN'Y REQUIRED EQJIPMENT f THERMO5TUD SYSTEM O W (FIRE PUMP, ETC.) TO COMPENSATE FOR INAD_QUATE Z PRESSURE, AS REQ. BY CODE AND ALL PARTIES HAVING to Y -_._ --a- JURISDICTION. -- ) 5. REFER TO ELECTRICAL DRAWINGS FOR ALL FIRE ALARM ■ r "` INFORMATION REQUIRED FOR THIS PROJECT. v u - HB4 I 5s 6. CENTRAL STATION SUPERVISION DEV. SHALL BE PROVIDED TANK VALVE, HOSES.(VAL`/E I E o_ TO ELBOW) AND TANK BY I FOR THIS PROJECT. E_ PETSMART ALL OTHER PIP- 16 7. FIRE SPRINKLER PLANS AND SPECIFICATIONS TO BE off' /00^ �-y hb 4ND VALVES BY bEN- ab � ='F• �35 ERAL GONYRAG-'OR SUBMITTED FOR CITY REVIEW AS SOON AS POSSIOLE. M `�( f e. SEE SPECIFICATIONS FOR FIRE SPRINKLER SUBMITTAL 11 `I ) ( I ) REQUIREMENTS TO VALLEY NATIONAL CO. FOR REVIEW AND 1 g �J AIR CONTROLS at FISH SALES - - AN APPROVAL kis 11 106 -- --- ----__- `� `; 103 OFFICE _/ _ GROOMER _FLOOR_PL -5 01 __-- I SCALE: 1/a , I'-O' w /•♦ 8 =� \ a I CL z s� Q, has it ), \ \ iu 4. yvAS7E ---• 4 WASTE I 4" WASTE A . CL TP-1. 3 I y�� I.i.dCL 11 15 GW EELOW I v L.1 O o n'; SLAB TO TRAP _ �. PRIME4 4.. ACO I vo ka " 31 2 1 '��`� t 3.. WGO SS-Z' FS-1. t) o E rS pl j4 <Q FS-1 rti " IL ■ t`h o� r I FS-1 WH-2 w/T P. 4 6 934 1 -EDC -4 a-c _ .._._ _ -.._.__ -- .Suits -- - --- : ....,-.. __.. _..--- ......_. U1 Phuenix, Ariaman85020 , J 602-943-411u" . PETERSON ENGINEERS Date: 10 JUL 93 Sheet No "1 20 CONSULTING ENGINEERS INC. Jab FIa.93603 - - Scole: SEE PLAN 8 3.0 ILL CONCEPTS, DESIGNS, AND DATA INDICATED CN THESE FISH DEPT. / VESTIBULE FLOOR PLAN 2.� P 1.0 NOTE: � ) �.� -_ - DOCUMENTS ARE THE SOLE PROPERLY OF PETERSON Ass- Drawn: ACP A SEE SCHEMATICS IOL - - _--- - - �- J OCIATES ENGINEERS, INC. AND SHALL NOT BE USED FOR SEE AND 203, SCALE 1/4" 1'-O" - --_ r o ANY OTHER PURPOSE THAN ORIGINALLY INTENDED W10 ar r111 rW 17(aRj♦HQL1141 �iZF'I f C SH:ET 2 THE EXPRESSED WRITTEN PERMISSION OF THE ENGINEER. Checked: KDR ,;q nT= 4P 11 14:47:31 1993, THOMAS H., 451-P1A.DWG IF THIS DOCIIMENT IS LESS II�IIIIfll�lll Ill�lll�lll��l I�Ill�lll�lll�l ��Ili�lll�lll�l�l III�III Ilf�t�T(I�111 �7'L' 111�11�II111 \I \ I111111 I 12 -'�.11 { 1 APRIL ��3 1994 ))''ITCIHL[ TITAN PHIS NOTATION' II � I 8 -_10 No.�1 �•'�'�_«-.". S UF. '1' ) THE QUALITY OF _ _ _ _ _ THE ORIGINAL DOCUMENT. t 8Z LZ AZ Z bZ b Z TZ OIZ I di 8I LI 91 4T bI 9T Z lT T -d I B �L .9 9 fb E Z T�Inel lillllllllllllllllllllllll IIIIIIIII IIII�IIInIIIIlllll IIIIIIII `IIII Illllilll ILII lllllfllllllli Illlllllllilll Il1i11111 IIIIIIIIIIII 11111illllllil11111111ililllll11111i11i1111111111 lllllhlJllllllllillillltllliiilll11111f111f11' Illltllllllllilf INlluliflU�llll I1111NI1i GENER AL NOT E S : REFER TO FLOOR PLAN NA(URAL SAS PIPE REFER TO TUBS T-1, ANE TO HAVE DNAINS W/ EXPOSED TRAPS PDR SIZES ANL., -DNTIN- SA5 SCHEM.ON SHECT P-2 �' I\ I MOUNT +14" ABOVE FINISH FLOOR. I� I DATION OF HOT WATER, FOR CONT. \ NOTE: P L_Gr1 E_OGK STAhvS AT GOI-D WATER AND 6AS /\_ / --� PLUS THRU ROOF �IPIN6 / (BY M G) 1 , I\T:Q/A_S ON ROOF I � 2 \ _ I LLJ i 1 � � SEE 5-EET P, 12" -- V) 1 I �'✓IR FOR GONT:NUAT ON 1 O 1 NOTE: ✓, JI '� �J �• JA,./E-TYP CONTACTM RJ IhDvSTRIE$ PHONE (aoo Sbb-3&00 4 ',,% < "- GATE VALVE (TYPJ -- -D'ELECTPIG UNION - TYP. FIL / J � Q r. EXP. TANK - "AMTROL" � �4- r ,r''I I LiJ ; \ L1J THERM-X-TROL SER'ES r, - SIZE PER MANUF �t \\ /, 145" 1 / I � A$M.E. TEMPERATURE . ' � REGOMMENDA',IONS � ' 1 SE� SECT P', '""\ �`` '�,/ , I FOR GONTAUAT!ON r 1'y," '� C t PRESSURE RELIEF , , i VALVE - ROUTE FULL I SIZE DRAIN A5 BIR- I �\ ," �� 145 _ �` /' I .. �t )�,. a' HTS HAIR TRAP - (TUB) 3"WCO =� �� /'' 1 r CJI _ / EGTED ON PLANS y a _ \\; J.R SMITH MODE: NO. 8160, (� /----- WATER HEATER ih � \ 1 CHROME PLATED BRONZE I 3•• 1 yy^ 3"WC01 �� S 0 I i/ \ \ BODY, BASKET COVER AND J_I� 2,.WC01 l SLIP - TYPE INLET ELBOW A/ /. '' MS- �'+♦ r I � PERFORATED STAINLESS •••'" A.b A. bA5 GOGK I2"WCC/^ STEEL ERAGKET�......^". ................ .............• \, -FILL WITH MA57IG ..... " _......."• TL -I PILLOW BLOCK PIPE STAND._ � � DRAIN THOSE END _ "MIRO" MODEL 24-R YVITH 1' 1 �, CONNECTION - SHALL ROLLERS 2'WCO I BE EQUIPPED WITH �\ Y. SET PILLOW B�GGK W'7H A I,»' Y. �� LJ VACUUM BREAKER ---------- (MIN.) LAYER OF MA5TIG AND 4= See SHEET PI ■ c r v c e np, v � -- - FOR CONTINUATION _E �R,. A, R_GOMMEN�_!- B 1 / `�;\, `c I J ■ THE MA\-FACTvRFR i .. 207 WASTE & VENT SCHEMATIC _ I/2" GW DOWN IN WALL '-Y." TO BELOW SLAB TO r t ZO\E (HEALTH SERVICE) sGALE NONE FLOOR DRAIN �." �." QEF S"EE' PI I WATER HEATER DETAIL 209 GAS PIPE ON RO:�F DETAIL _— _ ;,' FOR GGNTN:JAT�GN 3" VTR 2 _ —- --- SCALE NOME I V ` SCALE NONE �1f 3"/, 2 2 \vim /I z TURN FLASHIN6 DOWN 2" INTO VENT 2 _ 2„ i ��`� \/ O I . 0 I `. _1t 5ti'iTr+' NO •.9i5 IS r. 5 H.\6FD - FINISH FLOOR ,/ ' I �` SECURED COVER 2" //�1t4" •` I 20b WATER SCHEMATICLu ' Po'�\D LEAD FSA=_•..N6 1 (HEALTH SERVICE) SCALE NONE 145' T / `v . - ,. 1 OC °. °• o' I •� 0 x . . 1 ^ �1 f. 1 . "o o , i E IS" INSIDE CLEAR J 2" WCO �� 2 1 E„ ROOFIN6 - SEE ARCH"'EGT_QAL FOR 3'WCO ROOF GON'STRJCTiON 13 4" DIA. WASTE I I I I I I I I I I ; 2„WCO - 3„ FLOW OUT �-- i`•`� --� 4” ✓ 145" VENT .-- ' ; '.• � FLOW IN M _1 SEE SCHEMATIC f AS L_ _J �� //' FOR CONTINUATION -1 I o o �� /� SEE SHEET PI.I FOR CONT. WC-1 �n _3» J1 1451 ^ Ye" \ WC 2 uj 1' o o ZONE 50V �— • • 4" 2"WC0 I W/ ACCESS 1 Vi' EL..................... " L— /� . � PAN 1� ��„ Yi" 4" � TP_, _yi„ -- SEE FLA: FOR ✓E\ SIZE114" qS-3 y/ REMOVABLE BASKET STRAINER _ ...JR. SMITH" NO. 69A0, 4" SIZE 1 V." BASKET STRAINER W/YOKE 4 SEC SHEET PI.1 EDF-2 }• ms-1 z �Qaaaaaa TYPE COVER FOR CONTINUATION EDF_) 'All """•• I-1/4" MOT t GOLD WATER ■ ■ 1/2" GW DOWN IN WALL''" / SO'/ 1 ,✓ CONNECTION TO (2) AH-I NOTE: WASTE & VENT SCHEMATIC TO BELOW SLAB TO '" - SEC DETAIL THIS SHEET VENT PIPE AND LEAD PIPE TOR TO TO IN INSTALLED &' THICK CONCRETE VAULT BY 2O5 FLOOR DRAINS BY PLUMBING CONTRACTOR PRIOR TO ROOFING APPLICATION. 6EVERAL CONTRACTOR (EMPLOYEE AREA) SCALE, NONE 1 „ y 1 Vi a'i" TYPICAL. VENT THRU ROOF R TYPICAL HAIR TRAP — HT-1 2" VENT BELOW •.,, 212 SCALE. NDNf 2 0`•' �— SLAB 3",VTR SCALE. NONE \ 11 1'h SEE SHEET PI � 1'h" VTR ; I SEE SHEET PLI SEE SHEET PLI FOR CONTINUATION� III, 3' 1 FOR CONTINUATION GOLD CHECK VALVE �````I I _4• FOR CONTINUATION 4" �— —HOT AND GOLD WATER O LINES ABOVE CEILING '/2 1%II 4 to J MOT - SCC FLOOR PLAN FOR 204 WATER SCHEMATIC ` k.G. SIZES AND GONTIN, ; I 2" VTR JiL 4' ' 13 WCO E _ (EMPLOYEE AREA) SCALE NONE O 2" 4",/�� rz JJJ? to 5ERSAS SCHEMATIC. FOR TON THRU CIXTCR�RTWALL'" ��',`. 1/2 '�SS_1 I\3 3•, Si,,_ AND CAPACITY OF - 6A5 LINE /r-- —DIELECTRIC UNION - TYF. TO 6A5 CO. POINT 2 /j I �� o/'/ i --FLUE BY MECHANICAL Ole PEED (VERIFY) = 1 4" v I 3"WCO CONTRACTOR (TYPICAL) 3 ; 'I 2" VENT i 2"i ^ BELOW S�AS 1 V/ WATER HEATER - AH-I i `' 6A5 METER INSTALLED SEE SHEET PI.1 i EXP. *AWK - AMTROL" •2" VENT AN6LC FOR CONTINUATION TH SIZE PER SERIES BY 6A5 CO. 4" AT 45 DE6REES I I - SIZE PER MANUF, A 5 M.C. TEMPERATURE RECOMMENDATIONS 3 4"' Q 1/' —SHUT-OFF`. t PRESSURE RELIEF 3" VALVE' PIPE TO SINK /I I i DRAIN W!HOSE END 2" WH-I �� VALVE (IF PERMITTED BY--/ •L 11 CONNECTION(TYPICAL) LOCAL CODES) I I I 6 " 75,1008TU/H �f jr-,_UNION / ■ ■ 1 90,0008 U/H I J / 4'e" TPTP=1 DIRT LE 6 - DIRT LC6 (TYPICAL; �I 1 Ve 75,1008TU/H i V' 1. TYPICAL CONNECTION2 v 1/2" GW DOWN IN WALL' LUBRICATED PLUG VALVE 1 (TYPICAL) TO BELOW SLAB TO . J FLOOR SINK WASTE & VENT SCHEMATIC � 150,000BTU/H I 203 / G H / - -� --�- SCALE: NONE Y�" I• � o. 130,0008TU/H 3" a�_6 t ? (FISH DEPT.) v 'a WATER HEATER (PIPED IN SERIES) 12o,000BTu;'H �•V, a,4, �' V� 1 V4 Y' �� / J 1-- - -- SCALE. NOrJi- — 150,0U H / � A SS-1 � / Ar' 4 tr,•„ } 120,00 B U/H I WH-2 0Qa5S GLEA\^.JT PLUG 2'/2" 15Q000B fU/H I i( ■ r 7T GOUNTFR_JNK HEAD PIPE EXTENSION A5 REQUIRED TO b .I i 1 \` . , o ■ FINISH GRADE 21.•, PRESSURE REDUCING VALVE SRT AT ,, t I c /. I I/2" VENT FROM '• 1'/," SINK 5-I I-1 PSI (WILKINS 600 SERIES) Ve WATER HEATER(WH-2) 1/� \ 2" VTR .JC BACKFLOW PRI'lh/CNTL'R WATTS 10416.• ... SEE DETAIL THIS SHEET v '' GA5 IRON TOP u 15" x 82" x 4" CONCRETE PAC) 6 � �• ^ � u ;; TROWEL SMOOTH t E06E (OMIT 1i/", AC-5 II�/ ` V J WHERE INSTALLED IN CONCRETE) J �,�,� I WITH BTRAINBR z n N ^ "'N15H GRADE 250,000BTU/H / ,,. I 2„l ,, I , \ � v - MAY VARY �J / ' v SEE PLAN 145 c?2 ` ` 2 , / 2” Q � 2" 1 2 AC-5 1 ter/ . 4"WCO n" 80.0008 TU/H " 1/'" SCE SHEET PLI 4„WCO I �"� \ \ 202 WATER SCHEMATIC _� 2 a, 2" VTR FOR CONTINUATION ��1 � F � N (FISH DEPT.) 5GALE NILI,,E - \ NOPE n 6 4- x` -, \ r _ PIPING S,ZE,. PFR UP G. Iggl EDITION, V... `J o ' TABLE 12-3 \\ o v TOTAL 649 DEMANn -- 1,422,200 BTU/H "",,..•" 4 `r �. `WO-WAY GLEAWOUT -- TOTAL DEVELOPED LENGTH o 435 FEET. / I�I4"WCO �� - WI 2 SEE SHEET PI.! 32.00081U/H 350 FT. FOR CONTINUATION ' HT-1 U \ 45 DE6REE WYE 1 . Ar -4" WASTE LINE - SEE PLUMBING PLAN FOR �t J LOCATION ` 2„ /JJ CL � .; u J 47 ----- DIRECTION OF PLOW j ■ ■ GAS SCHEMATIC; i"Wro I � 4" .),,n No: SCALE: NONE ' 93451 NOTE: � SHALL 13E /ER!F'EC VviTH A4G• ALL GLEANOUr LOC.ArION_ `� �+ ITCGT PRICK TO INSTAI_LATIC%\ 1117 Fcet IAorien, Suite 100 - � 3 .. �,.. Phoenix, Arizmo 65020 602-943-4116 _ Sheet No: PETERSON ENGINEERS 930703 Date: 10 )UL 93 ..w,r .+.++r..«..•u+asm.,r..,•".w•.a..-..v.�...,+..w.+...... ..,,........,4.rc..ro CON■VIT NO ENGINEERS INC. .lob Ne. Scale: SEE PLAN WASTE & VENT SCHEMATIC ALL CONCEPTS, DESIGNS, AND DATA INDICATED ON THESE DOCUMENTS ARF. THE SOLE PROPERTY OF PETERSON ASS- Drawn: ACP 210 TYPICAL TWO—WAY CLEANOUT 201 --- ---- - - --��'�� OCIATES ENGINEERS, INC. AND SHALL NOT OE USED FOR P 2 SCALE NoNI (GROOMING/BATH AREA) SCALE. NONE ?5tJ0 SW DAPTINOI_ITH S;TR.EET ANY OTHER PURPOSE THAN ORIGINALLY INTENDED W/O THE EXPRESSED WRITTEN PERMISSION OF THE ENGINEER. Checked: q or n T� - TUE ,LUN 15 17:46:59 1993, THOMAS H., 451-P2.DWG " IF' THIS DOCUMENT IS LESS 1�I IIfIIII III 111 1111 III �i i III III III III riTjTTm 1h r1l(Ilr III &1111m;II III III II I III III III IIIIIII III III I I I I III;IIIIIII III III III III III IIIIIII�I - } r t LEGIBLE THAN THIS NOTATION, I I 11 I I - I 1 3 I TT � I I I I YT 8 I 0 I I }1 I AF'f�IL c. 19g4IT IS DUE TO TIFE IIAL,TTY C)F' ` ----`__T._ _ —___-___�--- _._- _ _+� _.� �4r_i --� QNo.34 �..�:—,.-- THE ORIGINAL DOCUMENT. [111t,11-11-11111 z —illi ilii illi�11�i ilu IIIi illi 11171_11111171111-1-11 IIII1IIIiF911110111iul Illi illl�llli fill lili t!�iillli ill II IIIA Ili illl�uli iul�i►i II Illlllli i i �u uu�ulliullilll� luliui�uu 4 y lli iill�llll ill�ulilliiilNill 1 "LA" KEYED NOTES : N L 1 `;EE ENLARGED PLAN SHEET E11 FOR CONTINUATION m I— fV .. LLJI a C F a F C `Ln = 0 O U Ul d` I 1 I lce • / p LIGHTING FIXTURE SCHEDULE c NL\EL c G E N E R A L NOTES ..__r, '' 1. ALL LIGHT FIXTURES IN WAREHOUSE AREA SHALL BE MNTD. W N ABOVE +17'-0" MIN (INSTALL AS HIGH AS POSSIBLE) TYPE: ti1ANUF• MODEL No. V. LAMP TYPE MTC. REMARKS 2 All FIXTURES ARE -YPE "B1' UNLESS NOTED OTHERWISE. Ii 0 0'1 LITHONIA Sg!C 3, SEE ARCHITECTURAL REFLECTED CEILING PLAN SHEET A5 p cV A SERFAGE INCANDECENT FOR EXACT LOCATION OF ALL FIXTURES. X :O (2) 60/AIR S�R�-GE 50,.;ARE DRUM ,,^^ C 4 ALL LIGHT SWITCHES SHALL BE LOCATED AS CLOSE AS j � B 'GONIA 26� 3y0_A121 C l POSSIBLE TO ADJACENT DOOR FRAMES. A.D.A. HEIGHTS ` 25-ES 2' x 4' 10LUORCSGENT _ � �.-� 20 3' P40/T12/GW/AM REGE -5 EG rROFPER \, 5. HID FIXTURES AT SALES SHALL BE CIRCUITED AS SHOWN S _ T "HA" TO ALLOW MULTI-LEVEL SWITCHING. B� LITr0NIA 2PM3-b-9-?40-Ip-D-2„-E' — L L L IR 1 F-uOR PAR%.B0-G B. ALL LOW VOLTAGE WIRING FOR ENERGY MANAGEMENT SHALL -- iA i, _ __�_ --- —._____.._......� _ _....__ _..._,�_...— -__—_- NOT BE IN CONDUIT, UNLESS REQUIRED BY LOCAL AUTH- Y ---- -----------1 -'------T---------------T--------------Tr..__-__ _--_T� T--------------T--•------------T--------------- ORITIES. z B2 LITHONIA 2PM9-;3-8-940-!p-D-IZp-E I I 1 I I I I 1 7. ALL ARE FOR EMS SHALI BE Will IN COLOR CD --- 120 (3) 1040!T•2iGW/WM RECE65Ep AOR PARABOLG I i i _J --------------J--------------J---------------J,______---_____1--------------J____.. M I I N 63 LITHONIA 26T-B40-Al2-125 „-eg I I 2^� 3) 1040/T12/CW WM REr-`e5ED 2 - F_,,CR. TROFFER I I ■ H H J NL C LITHONIA L296-ES-HG I 1 H (� H 1 --�1 C HUNG - ENT INDJ.- RAL I I °HA” 1 f -_-� 4 NL I4 NL S 14 NL L 1 NOT USED I 1 HA I I ENERGY MANAGEMENT NOTES: 1416 I i NOT USED I 1 �_____ ._ � F________T r-__-____I r__-_-'_--1 r--'"------'I P-,•••-__-.-1 I D t. SEE EM SHEETS FOR LIGHTING CONTROL REQUIREMENTS. I 1 I 1 1 I I I I I 1 I 2. 1IGHTING IN THE FIELD SHALL BE CIRCUITED AS SHOWN ON LITHONIA PM3-6-e-240-6-D-2„-Es I 1 I t I I I I I 1 I E _ x 4 PLUORESGENT PARABOLIC I 1 I I 1 I I I I I I I I 1 THIS SHEET FOR ENERGY MANAGEMENT CONTROL. (2) P40/T12/GI^VSS RECESSED TROFFER �., ZP�0Ely x DL-300D3 I I I I 1 I I I I I I F --- - — nJ IOOAR40 20 WALL :tOOK LI +60° (FLOOD) 1 I I I t t I t I G-2•:0_E5 I 1 I 1 I I I I I I EL I 1 I 1 I �yy I I t i CL ^' LU (2) P40/T12/0W/WM SJRwAC a FLUORESCENT STRIP �1` H I 1 H i H H i I �i� H F1 G1II IN NOT USED �- - - - I 1 I I I I I I I I 1 -•- i i \ 1 1 5 I I I I I I 7 ! 3 I ! 1 I 1 5 1 1 I I I I I I I 1 G 2 NOT USED I I t I I I I I I 1 I 1 1 1 I I I I I 1 I I i I 1 I I I I I I 1 I I 1 I I I I I 1 I I I H LITHQNIA_ TK-:.00r A26 ^ LO-BAY METAL HALLIDE (NL D I I I I D I I I I O I I I C I 1 t I I I I I I I I I 1 2^ !•/540C BU �N S-R-- TD BE PROVIDED W/QUARTZ RESTk"E1 I 1 I I I I I I I I I I I 1 ! I I I I I I I I I 1 I 1 I I I I I I i I 1 K I.1--40N A LP'R):' _ — I I 1 I I I I I 1 1 I I I I ,-- G00RD1N.TE LOCATION 20 ('I) ,5w R30 RRGESS-D y,TH ' 451 I I 1 I I I I I I I I I 1 I I 1 1 I I I 1 I I 1 f I I I N'U-ART LC.U-MH-I,5/I//MED I I 1 I I I 1 I I I I I I I I L ') M51,5 HOR W 4LL PACK AT +15-O” A P F ~„ /ENTURE LTb. wA L SIM GONDITIGI' +I,'-Q" AFP M --ON,4 LNIDOM-RL3 INCLUDE DOWNLIbHT W 6L.cS I 1 ! 1 I (1)IOOW M.H,100/ 1^^ RECESSED LENS (b ENCLOSED CANOPY 1 I H I i H I I �MH I IH I I H I 1 H ! I HN/MED-ED•I'f I I I I I II I I I I I I I 0CONDITION ONLY) I I I I I II 1 1 I i I I 1 I - I I � I 1 6 I I � I I I i I 1 1 3 I I 1 I N I I I I I I I I I I I I I t I I I I I 1 I I 1 I I i I I I I I I I I I 1 t I I I I I J I I ca I I i i i i i i OI , P tic` u_"-'i I I I I 1 1 I I I I I I I I �r� � C I I I I I I I I I I I I z Q�QQQ�a� V _MON A L`_u-2N- FURNISHED W/ EvER6ENGY _ibHT W; 2„ F;XTURE UNIVERSAL BATTERY PACK I I I I 1 I I I I I 1 I I \ ■ ■ I I I I I I I I I 1 I I ! LITHONIA PES-IR-ELN-PI 120 I I 1 I 1 I I I I I ! ! I I �---- ® FURNISHED W/ EXIT SIbN A/EATTERY PACK. I 1 I I 1 1 I I I 1 I I I OR BRACKET PROVIDE VOLTAGE REGU RED I 1 I I 1 I 1 I I I I I PIXTURe I i I I 1 I I I I I I ! I NOTE: I L--------J L--------J L--------J l______._._J L___.... _ . i L------- SEE I/4 SCALE DW65. NATES I SEE ARG-,,TECTURAL REPLEGTED GeILINb PLAN FOR EXACT LOCATION OP ALL FIXTURES I 1 ON 5HEET EI.I FOR 1 THIS AREA. 2 PROV'De 0' BALLASTS POR P1X%,RES LOCATED OUTSIDE WHEREVER REQUIRED. I I H NL Fi H NL H H NL H H 3 P11III E 4ER6ENr_ ' BATTERY FAGK FOR FIXTURES WITH "EL". 0-0 I I 14 1 14 \ 5 14 _ 5 la I 1 14 I I I I I I I I I I 1 I I r 11 I r I l, r1 L! ri Lt rI ti r h rl �/ .,......��...... .. 1 lot I I ( ' ' I I I ! I I 1 I I I I I , H 13.15 I I 1 1 I I ! I 1 1 I I I I t 15 H H C Q .NL I I I I 1 R I I , 1 II I I I I I I I I I I I I 1 I I I 1 I I I I I I I I n\ 13 ! I I t I I I ! I I I I I I I \ 0 CUD H ELECTRICAL SYMBOLS LIST EL ALL 5"'MBOL5 MAY NOT APPLY TO TH15 I-RCJECT I I I I I I I 1 1 I I I I I I I I © FLUORESCENT L16HTIN6 FIXTURE - A5 ® MOTOR CONTROLLER - FURNISHED AND i I I j j I I I I 1 j H • • I ! 1 I i I I I NOTED ON DRAWIN65 INSTALL BY ELECTRICAL CONTRACTOR. I I I I I I I I I I f I I I I n fd i I I I I i I I 1 I I I I I I SIZE A5 NOTED I I ! I 1 I I I I I 1 9 I I I I I I I / EXTERIOR WALL PACK F 1 I I I I I II H i I I I I I I I I H ,/ /� L� a • MOTOR - SIZE A5 INDICATED ON DW65 I I WALL MOUNTED LIbHTINS FIXTURE - A5 I I I I I I I I I 1 I J I 1 I I I I 16 i /� H • NOTED ON DRAWIN65 L� • DISCONNECT 5WITGH - SIZE AND 111 41 H A5 PER MANUFACTURER'S REGOMMENCAT- 4 ! b OGEILINO MOUNTED L16HTIN6 FIXTURE - AS ` NL ! `xvr 5 • IONS (WEATHERPROOF WHERE OUTSIDE) 1 I _ 1 I I I H I 1 1 I n NOTED DN DRA WIN65 Ib I I I I I 1 - 1 1 I I I I I I I INDICATES N1614TLIbHr OR EMER6ENGY $M • M.P. RATED MANUAL MOTOR STARTER • FIXTURE T . - A5 NOTED ON DRAWIN65 (W.P WHERE OJTSIDE) • DUPLEX CONVENIENCE OUTLET MOUNTED $ • SIN&I POLE 5WITGH MTD AT +44" OR 1 rr L, , , H I I I I I I I I I A 18" OR A5 NOTED A5 NOTED L---_j I I I I I I I I I I I I i 2,4,6 I II I I I I I 1 I I < / _.. / , I R I I I I 1 I t 1 I H r 2,4,6 \ . r • FOURPLEx REGEPTAGLE. MOUNTED $ L • TWO POLE SWITCH MOUNTED AT .44" OR ! H I I I I 1 I I AT .18" OR A5 NOTED A5 NOTED • DUPLEX CONVENIENCE OUTLET MOUNTED I I I I I I I Ib NL . R L____J L__.__.J 1.... I I I I I I I I ABOVE COUNTER, VERIFY EXACT MOUNT- $A • THREE WAY SWITCH MOUNTED AT +44" OR r'--L-------------- __ __'^_� , I I I I H Nb HEIGHT WITH ARCHITECTURAL CLEV AS NOTED ri ti r' f•' ', ® • S"EGAL O'UTLET AS NOTED ON DW65 n t I I I 3 I I ■ ■ 4 • FOUR WAY SWITCH MOUNTED AT .44" OR NL b J L____J 0 • DEDICATED OUTLET AT .18' OR AS A5 NOTED u NOTED. 'HUBBELL' •165262 (ORANGE) O4 \\' b REGEPTAGLE WITH ISOLATED GROUND $0 • 51N6LE POLE SwITGH W/ PILOT LIISHT AT J J J a J J J f`II ', �• IS NL b ®• FLUSH FLOOR POWER OUTLET - +44" VR A5 NOTED (. ._-._._....._..... r `�\ ' ' NL EL EL HUBBELL' •52429 BOX YNITIO •53825 �-� • INLAND. SLIDE CONTROL DIMMER AT ' CO✓ER PLATE, P1,11 EX 6ROUNDIN6 TYPE +52" OR AS NOTED (1500 WATT UNLESS L- - 1 REGEPTAGLE AND •53082 CARPET OTHER NOTED) -' - - --'` I I b b 6 6 4 PLANISE IN ALL CARPETED AREAS, y, J NOTE: o ....�,_ ......��.,.-. ;. SEE I/4 SCALE Dw65 J J J J J 6 TO • $/4" PLYWOOD TELEPHONE MOUNTING _ F __ r E ON SHEET EI I FOR a• : W ❑Q • PLUSH FLOOR TELEPHONE OUTLET - BOARD WITH •b GU. GROUND AND \ �� _.-i _1 I m15 AREA 'HUBBELL' •d242"I BOX WITH A24�5 DEDICATED DUPLEX GONV OUTLET � r r I CO'✓ER PLATE AND 53082 C R E FURNISH IN ACCORDANCE AITH TELCO W I I I ✓ �� PLAN6E IN AI.L CARPETED AREAS — REGUIREMENTS SIZE A5 NOTED ! - TYPE I AND • INDICATES TELEPHONE / CO,/ER P,.ATE AT .18" OR AS NOTED XP • EXPLOSION P'200F 1 1 H ! J 4 4 '._J. 4 4 _....._ _ 4 - 4 - 'Z ! 4 6 _. L.S 6 . ! 6 ! FOR DATA TERMINAL OR !RT PROVIDE - �. \ J J J J J J J J J I J EI J J + J GABLE AND/ OR CONDUIT AS NOTED WP • WEATHERPROOF (RAINTIbHT) L_J 1;11 Fo•1 Morten, Suite 100 i ` t Phoenix, /virona 55020 • IDN .16" OR A5 • TEL2 ONE OUTLeT AT SES SERVICE ENTRANCE SECTION N NOTED FURNISH (J 3/4" CONDUIT WITH NL CON•UL."No INOINce1R• INC. Job No - -_. . 4 L 1 \\\ Job N9 93603 0 0 ' 4116 % L PETER80N ENQINEERB PULL WIRE TD TELEPHONE MOUNTiNb EDF • ELECTRIC DRINKINS POUNTAIN 1 ! BOARD OR A5 NOTED E - J • JUNCTION BOX IN ACCESSIBLE LOCATION L1N� • UNLESS NOTED OTHERWISE ,...... ,.,., �..... EL b L b ALL CONCEPTS, DESIGNS, AND DATA INDICATED ON THESE `u O DOCUMENTS ARE THE SOLE PROPERTY OF PETERSON 4SS °u , J I J OCIATES ENGINEERS, INC. AND SHALL NOT BE USED FOR m ANY OTHER PURPOSE THAN ORIGINALLY INTENDED W/O L " C - CONDUIT NOI E: THE EXPRESSED WRITTEN PERMISSION OF THE ENGINEER. a _ 0• JUNCTION BOX IN ACCESSIBLE LOCATION SEE 1/4 SG4LE DW6$. X " 'v W TH FLEXIBLE CONDUIT CONNECTION EF • EXHAUST PAN - 150 WATT, 12014 UNLESS ON SHEET E11 FOR \ z L' TO EQUIPMENT A5 NOTED OTHERWISE NOTED THIS AREA. \ O• PHOTC!ELL ON ROOF (AIM NORTH), TORK • CONDUIT TURNINb UP J •2101 OR APPROVED EQUAL O-- • CONDUIT TURNING GOWN \ N •' ' R _OOM KEY : — _J T9 • ASTRONOMIC 9 POLE LIbHTIN& TIME- �• EMER6ENGY EXIT SIGN, SEP. L16HTIN6 O _ _ _ __._.__._ .. __ _ ____._ _--.__ _.._....._._ ........._.-_ e _ FIXTURE SGHEUULE FOR SPECIFICATION ��- .____ -� _____ 5WITGH, TORK •^30OZ OR APPROVED -- __.__._.....__._.._._................__.. _ EQUAL • DUAL HEAD EMER6ENGY BATTERY PACK, L "HA" 21 " SEE LIbHTIN6 FIXTIJPR SCHEDULI'_ FOR T m 1 ; ��-�N • INDICATES CIRCUIT IN CONDUIT RUN IN SPECIFICATION M M M M M M M M FLUOR OR UNDERbROUND �� D[]G� • DUAL HEAD RECESSED EML'•SGNGY © y v • INDICATES CIRCUIT IN CONDUIT CON- PACK, SEE L16HTIN6 PIXTURL' SCHEDULE M M M M N WALLS OR ABOVE CEILIN& FOR SPECIFICATIONCEALEP a v © • FIRE ALARM P'_'LL STATION Is .42" AID. —--------- --- --- - -------- - �� • INDICATE3 HOMERUN TO PANELSOARD OR A5 NOTED H • HORN/STROBE COMBINATION (FIRE ALARM) fix W "i �• FAtiELBOARD - MOUNT AT +6'-6" TO L'J • 5TROBE ONLY UNIT(FIRE ALARM) r 1.0 2.0 3.0 4.0 5.0 O• SMOKE DETECTOR (`� - � STRIP HEATER WITH CONTACTOR ° L ^ I) • DUCT SMOKE DETECTOR ME ® • MO-OR CONTROLLER - FURNISHED WITH MOTOR p • NEAT DETECTOR � L� O WF • WATER FLOW 5WITGH NL N16HT LISHT (UNSWITCHED FIXTURE) Lin1�. � Job Na T8 TAMPER 5WITGH EL EMERGENCY LIGHT (UNSWITGHED FIXTURE 93451 V*TH BATTERY PACK) rs} I OBJ LIGHTING FLOUR PLAN L Date: ;o ,UL 93 Sheet No 101 SCALE I/8" = I'-O" \ _ Scale: 1�-� 7--[` }-�-��J�� SEE PLAN -- Drawn: ACP El 7�;Cuj SW DAPTMOUTH rjPF:FII 1 � (� (� L'J Checked: GDR WI D JUN 16 07:59:22 1993, THOMAS H., 45'-El.DWG 'y IF THIS DOCUMENT TS LESS 711 111 111 111D-1 111 111 rl I III III III 'II 111 rF IT III Ili III '11 III I ! III 111 �l III III I I III III III II!�;�I III IIIA I III III III I I III III 1111111 III 1111111 I - I [ •► +• �, I I `rfi I I I I I ! I I I I APRIL 2� �94 I LEGIBLE THAN THIS NOTATION, _ _ �_ 1 L 3 4 5 - - 6 $ �b it I �� ,, a IT IS DUE TO THE QUALITY OF ----- L- -- ----� ---- �- -----� -- �.—��- - �--- --� No.3e '—.S^. THE ORIGINAL, DOCUMENT. - --- -- r------- -- -- -- - - ---- -- ` ��E Z 8L LjL 9Z ti 6Z fir ZZ i�7 OZ 8[ t3[ LI 9T 4T 1 T ET ZT TL dT �8 1 8 L �9 I 4 e �Z Tome t I11111111 IIII IIII illi Ilii IIIIIIIII IIII III IIII�IIII IIII�IIIIIIIIIIIIII Ilillllll IIIIIIIII 1111IIIH11111 Illl IIII IIII Ifll IIII II IIIIIIIII�IIII IIII IIII IIID 111lllllllllllllill lil �llll 1111 1IIIIIL�IiI IIII iIIIINiII 5.0 KEYED NODES : 1. SEE LIGHTING PLAN SHEET El FOR CONTINUATION m _�-- I_ 2. SWITCH BANK, SEE ELEVATION (106) N ( 1 4 3. PANEL "VA' y LL W -' I� 4. PANEL 'GA' `t 5. PANEL 'FA" N f 'rrT C S 5'0 6. VIA SWITCHBANK 2 ) O i 7. 2G AMP TOGGLE SVATCH w . p 8. NOT USED < CO !'I' LA . �•` 40 NOT A MATCH LINE - SEE PLAN 105 FOR 9NOT USED CONTINUATION �} ��■' ■ ••�+■•��■•��•• + 10. MANUAL MOTOR STARTER AT ROOF - NEMA 3R Q v 11. LIGHTING NONIEML PANEL A 'RCP-2" MOUNTED ABOVE CLG. SEESHEET W : } 1 p SEE SHEET NTRM2 L PANEL RCP--3 MOUNTED ABOVE CSG. 0 '.. �� Cr t I 13. LIGHTING CONTROL PANEL 'RCP-1' MOUNTED ABOVE CLG. 1 � I a - SEE SHEET EM-2 w W I I 14. SEE PLAN 103 FOR CONTINUATION pp I i5. SEE PUN 104 FOR CONTINUATION [� L B L 1 ! NOT A MATCH LINE - SEE PLAN 203 FOR CONTINUA'T'ION 16. P40VUE WP COVERS ............ l bA 17. SEE PLAN 102 FOR CONIINUAT'ON Z w I { _ CJ I i I B BB I I — ............ — ............ I _ l ». I ! 26 jW 10 ; J li I .. . .. ...... v B B NL Ib i�I t ................. ' - _ J EIuERGY MANAGEMENT NOTES: _-- B EL I B B B B B 1. SEE 'HEEr EM-2 FOR LIGHTING CONTROL REQUIREMENTS. N t ... """""""' 2. LIGHTING IN THE FIELD SHALL BE CIRCUITED AS SHOWN Z 4 ..... . _! ON THIS SHEET FOR ENERGY M"'AGEMENT CONTROL. O I f H ♦C• 3. SEE ARCHITECTURAL REFLECTED C-IUNG PLAN SHEET A5.1 xxxxxxxxxxill i FB ; I I FOR EXACT LOCATIONS OF ALW .L FIXTURES. ; / 5A., oC ..........................................»...»_. L 4 ...�......... j— ..................... ...... . ...... — '..................�....... B B B 3 II w f I I b... ......... _,....._. i I I I I I I I ' AlI I I ' I • III ... ... .. } J i B B / B I ..... !I B , : L................. ..................�..................I. l it / W t I ! < I I I I I I I I B' ...... .......... .................. B B ..... B �B B B { f ! I i t t ... ..........._........ .... ......... ................ ................. .................. . ..........1». I I B I 1 ( G. I EF-3 c -1 B i .... ...........,.................. »........................ „� I ; wP Z I I 1 I I i I I I i ^IIryII�- : iI NOT A MATCH LINE - SEE PLAN 103 FOR CONTIN. l s ............_................................................................................................................ ........ ' ......................»......... ..................4........... } NOT A MATCH LINE - SEE PLAN 104 FOR CONTINUATION 104 GROOMER LIGHTING PLAN i S(.ALB: 1/4" z 1'-0" I I I 5 B I EMPLOYEE AREA LIGHTING PLAN j NL 1050 B ELi 3 ........ ..... ............ :......n............................................................... ........... i ! I I B ! t I ...I... .. ........................ .................................... ..... ....... ........... f-- fin1 ' ............... ....... ........ ; I typical .............• _.. .... I .... .... .....................................:.............................. 1 NOTE: / J g 8 8 8 1 AILL ONL"r h: B CONTROL. (5) " B ............ ........... .FIXTURES ......t .. .. .................................... .................. ........... I i : i y {{ M u1 f\ o+ NOTE: - I .......... - -----1'_. ■ ■ i ' ° � • x: SEE PLAN 205 SHEET E2.1 ........................................ .............'................. ....................... I \ E FOR OUTLETS AND J-BOXES • i ' : • ■ ■ GONTROLLBD BY "PA" F.I .................................... ..................�.................. ........... I J I I SWITCHBANK f I ELEV. --- . .. . J.... . .. I J..... NONE!Be- LE: NL t .. .....I........»...»... ? .........'.... ....I J .................. .......................... ........... ........ .............. = m QJ_ �T /B2 B2 EL BZ } ..........I .. ......... ............ ............ ......... �... ...........i �... .. ».... ,.1 B3 B3 l /1B3 4 .............. I ............. ..... ....... I I 1717 Eoet Morten, Suite 100 i /B I 63 i"' Phoenix. vinna 85020 j 1502-943-4118 ■ ■ 1........... l I- 'LU O _ PETERSON ENGINEERS --11N- 93603 �+ I Z LLI I - _ I ' ' I L— ----! ' .......`............... CONSULTING ENUiNEEI■! INC. Job Na 9 60 5 i — -------- - 3 3 _ U ALL CONCEPTS, DESIGNS, AND DATA INDICATED Or' THESE o� J ! DOCUMENTS ARE THE SOLE PROPERTY OF PETERSOt' ASS- ry 5 B I I OCIATES ENGINEERS, INC. AND SHALL NOT BE USE:) FOR L ^ ANY OTTER PURPOSE THAN ORIGINALLY INTENDED 4,'/0 THE EXPF ESSED WRITTEN PERMISSION OF THE ENGINEER. u .................... ..................................... ..... o I I a �_ o I OFFICE / HEALTH SERVICE LIGHTING PLAN M $au 4 10 SCALE 1i4 I-O .................. ... U Q"L ROOM KEY • t°o i10 u In I < I � on 9 i 3I 3 2CL uKKIK FA:, t 3 8 i I 8 8 I 4 W U .�° u B 5 i J J J I Z oai ........................................................................ ._.......... .............. ! gi - (. t i t 1 J J .......................... ......................... I � / J ... I NL r - �s- / I U0 1................. ......__........i...........................__.._...1 W B B l B B I� B B BI B1 El. Bl B1 � � i ■ ■ L J j J 5 I-� 10 � IIID- m Jab No:. �... j I o 4 c — __ _ 7- 111 �,� 93451 Dote: 10 JUL 93 Sheet No: 2.0 FISH DEPT. / VESTIBULE LIGHTING PLAN (' , " �, � Scale: SEE FLAN Sr, SLE I/4" = I'-O" -- -» Drown: ACP E101 7;tj(i SW DARTMOUTH STPEE"FT �1 b2 l3 l'J �5 GDR Ohecked: 41 nF 48 TUL 1'JN 15 18:09:06 1993, THOMAS H.. 451—E1A.DWG IT' THIS DOCUMENT IS LEGS ITIII{II IIIIIhI�IIIIIII IIII�I�I�IIIIIII IIIA I T11�tTrr�r�rlifl{f flllfLlll{VIII IIIrT1 111111 111111 I IIII111 IIIIIII IIIIIII VIIILIIIIIII lil[IIItI Itllll Itltlt�l Itll! I 11111111- LEGIBLE �Q I �9Q 4` LEGIBLE THAN 'PHIS NOTATION, l_ �_��L I "L_-_._I I =1 _I ---I_��___.I- 16 -- -__--� 8 ---._-.--- t 10� iL_ 121 , 1a IT IS PUP, TO rIE QU4LITY OF Nose THE ORIGINAL DOCUMENT. -- -(IIN IIIIIII IIIIII{II IIIIIIIN��IiIiIIII IIIIII IUIIIi!I UIIIIII II�III! IIUIIlII IIIIIIIII IIIIIIIII II --I- IilIIlIII11IIIIIIIIII UIIllill llll-�ll�ll111-111111�111-1111111�11Illllllll llll�llll l�l�ll llllllE-llill IL ll�-lIT 1,, I E llIIIIIIUIIII-1��191 11 IillJlll , KEY ED NOTES : in I WEAT14ERPROOF J-BOX MOUNTED FLUSH IN W<LL +6'-0" (13 A.F.G. FOR PAY PHONE POWER 2. PAY PHONE RECEPTACLE VERIFY EXACT REQUIREMENT, AND Q MOUNTING HEIGHT W/ TELCO PRIOR TO ROUGH-IN U LLj sm 3. PANEL "AC" Q n 1 4. J-BOX FLUSH MOUNTED FOR FISH DISPLAY. COORDINATE q WP ROOF N a �� LA EXACT LOCATION WITH ARCHITECTURAL DRAWINGS PRIOR TO 0 - -- ROUGH-IN. U/ r-� _ _---- _.-r-- -- 5. SERVICE ENTRANCE SECT100 - SEE SINGLE LINE DIAGRAM 1 - - - SHEET E3 �+ 8 1 J 6WATERPROOF R FT OUIPMEN fTED TO A/C UNIT ;OR MAINT- O 1 8L_ ENANCEOA/C - 21 s'm. 3/4" G. b (3) nb 1 G J TO PAGP 7. PANEL 'YA' W N C) �A (2,-; �I W • 8. PANEL "GA' i 9. POWER POLE. VERIFY EXACT LOCATION PRIOR TC ROUGH-IN ('VERIFY EXACT REQUIREMENT) WIRE MOLD No. AL?-2. DO (y I NOT PROVIDE RECEPTS. IN POLE AT CHECKSTANUo. ' cc 0 3/4" E C SURFACE MOUNTED 5%BBED 10.PANEL 'LA' Z ABOVE 11. (2) /8, 1/2'0 C. LA" (28-50) ^ 21 61m. NOTE: (3) NE; "C ' FIXTURE, CONDUIT. DUCTWORK. PIPL 12. PANEL 'HA" b, ETC SHALL NOT EXTEND BELOW 1-I'-O (A'bTALL 13. WP J-BOX MOUNTED MINIMUM 24" ABOVE FINISHED CANOPY AS HIGH AS POSSIBLE) THROV6HOUT WARE � J HOUSE SALES FLOOR AND RECEIVING AREA ATIONS) R SIGN - VER FY EXACT LOCATION (SEE EtEV- a Y o J-SOIA luturo (CENT SURFACE MOUNTED ABOVE DOOR 14. ISOLATED/DEDICATED 5 PARATEA EUTRALEANDCLE: FOR CHECK-STANGS. GROU D FOR EACH CIRCUIT O (CENTER ON DOUBLE DOOR OR STRIKEto 5 36 SIDE OP iIN6LE LEAF DOOR) - RECESS 15. DUPLEX RECEPTACLE MOUNTED TO FACE OF PALLET RACK "VA" 26 6 ENTRY DOOR IN PURRED r`LALL FOR NUTRITION CENTER (+16- A.F.F.) � I � 16. 300 KVA TRANSFORMER ■ ■ (40-42) L., lZ-4) 27 45 --, ---- -` __....�. --.-�---_--.-...____. _'_�.------=...._ __._ _ _ .. __-._ 17. FIRE ALARM CUI'TROL PANEL (F.A.C.P.) SEE DET. E203 T_ - -----T r-------- J -------------T--------------TJ--- --- r J (36 38) -r- ------------T-----------T J (32-84) H 44 Ib 1 V±" (20-3oi. �� . J p ___ _____ - - - EX'T DOOR E ARC-4 ;COR SGHED'JLE J ^ � FOR TY°;E 01 '70R 18. TOGGLE SWITCH MU.'NTEU INSIDE CAB. FOR TANK LIGHTING I I H I 1 1 I I I I I I J I IIS I I I I 1 I �5 I 4-� (LIGHTING F.B.O.) 1 , I I 1 t 48 1 1 I 1 I J !82-34;(36-38) CHARGER _ 1 43, 2 t----- --------� 21 I 19 AMP.50 M2 POLE, W/ (2) 60 AMP.P. 208 VOLT IPH., FOR BFRN-RY FUSES - CON- , MOUNTED DISC. SWITCH AT +24' A.F.F. DISC. SWITCH 60 I TRACTOR SHALL COORDINATE WITH LOCAL MUNICIPALITY I 1 45 "AG" 17 28 26 \ 3 \ TO COMPLY NTH LOCAL CODES. - NOTE: FINAL CON • NFCTION TO ONE CHARGER ONLY, PROVIDE DISCONNECT I I VA" (2-4), r-._. \ FLOOR FOR 'FUTURE" CHARGER I I (40-41) 20.SEE SHEET E2.1 FOR CONTINUA.TiON 1 I F 1 22 AG 21. 3%4C0 E C TION ROTO CEIOX ILVE LI G DOOR R �TCSEERITY SYSTEM.DETAIL 20 /E2 TUB 7 • (+4' A.F.C. AT SiM. CONDITION) C T--------T r--------i r--------i F--------T r--------1 r--------i I I 22.NOT USED 17 1 1 1 I 1 1 I I 1 I I I WP 3'T I I I I I I I I I I 1 1 - - ' I I I I I I I I I 1 I I I 23,NOT USED W I I I I I I 1 I I 1 I I I 1 1 1 24.W.P. J-BOX MOUNTED MINIMUM 24' BELOW FINISHED CAN-- SECURITY CONNECTION AT EXTERIOR DOOR I I I 1 I I I I I 1 I 202 `J OPY ROOF FOR SIGN - VERIFY EXACT' LOCATION (SEE I I 1 I I I 1 I I I I I I I ' ' � � ELEVATIONS) I I I I I I I I 1 I 1 I 25.COMMUNICATIONS LINK WIRE - SEE SHEET EM-1 I I I 1 1 1 1 1 1 1 1 I I I I I 26.INTERFACE PANEL I 1 I I I I I I I I I 1 I I 1 27.PANEL 'DP' - SEF SHEETS EM1 AND EM2 I 1 I 7 I I I I 1 I I I I 5 I 1 1 1 I I I I I I I I 1 I I I 1 1 28. TRACER EMS CONTROL PANEL - SEE: SHEETS EM1 AND .M_ "LA" NOTE: I I I I I 1 I 1 I I I I I 1 $6,38 I I SEE I/4 SCALE DW65. 29. TELEPHONE MOON I'NC BOARD - SEE DETAIL 203/E2 ON SHEET E21 FOR I I I i I I I I I 1 I I I I I I I I 1 I 30.PANEL 'CR- 1----H I I I I 1 1 I I 1 I I I 1 I THIS AREA I I I I 1 I I I I 1 I I I I I 31. SECURITY PANEL (FBU) 1 32.3/4'C. TO T.M.B. FOR COMMUNICATIONS Al GONDOLAS Wj 1 1 1 I D I I I I I I 1 1 D I �---� PULL STRING °fib I I I I I I 1 I I , 1 36 �b ' ' ' 11 I 33.3/4-C. (UNDERGROUND) WiTH PULL STRING 1 I AG I 1 1 1 1 I� 1 AC, 1 1 36 +Eb LLI 34.J-BOX FOR COMMUNICATIONS AT a 18" A.F.F. MOUNT TO < I I I I 1 I I I IS HELVES AT GONDOLAS - VERIFY EXACT LOCATION WITH I I I 1 I I I 1 I I WP I I I RCD° PETsMART PRIOR TO ROUGH-IN, CENTER UNDER END CAP I I I I I I I I I I I I I I I 35.ROUTE CONDUIT ALONG SHELVES - VERIFY PRIOR TO I I I L L ROUGH-IN I I I I I 1 I I I I I I I I I I 36.PULSE. CONTACTS ARE REQUIRED AT DEMAND METER FOR 3T 6 KW MONITORING BY ELECTRICAL CONTRACTOR - SEE DETAIL I I I I 1 I I I I I I I 1 I I I I I I I I I I I I I 1 I SHEET EM-1 Z _ 1 ' b 1 1 I 1 1 1 1 I I I 1 1 _� I I 1 I I I I 1 I I I I I 37.AC UNIT CONTROL PANEL I I I � I I I 1 I I I I I I I I ■ ■ 1 1 1 I 1 I 1 I I I I I I 1-___1 38.COMMUNICATIONS LINK WIRE TO 'TRACER 100 EMS CONTROL AG WP 8 U PANEL' I I 1 1 1 I I I I I I I I I W 1 1 I I 1 I I I I I I I 1 I b 1 1 I I 1 I I I I I 1 1 1 I I I 1 n yP 39.FIRE ALARM ANNUNCIATOR PANEL O I I I I I I I I 1 I I I 1 I SUPPLIER 40.OUTLETS AT CASH WRAPS ARE TO BE LOCATED PER CAB- INET 41. PANEL 'FA' 1 I I 1 1 1 1 1 I 1 I I 1 1 42.J-BOX AND SWITCH MOUNTED ON BACK AT 42' A.F.F. - F---� I 1 f I 1 I I I I I I I •O'-b" _ VERIFY MATH PETsMART �� I , ,., I 1 I H___H avav6 fin.cellh 1 1 I 1 I LA b■ (GU) g 43 PROVIDE JUNCTION BOX AT ROOF ON WMLL FOR CONNEC- 1FjROUND 1 1 I 1 I R I I O I J 1 I 1 1 "LA" I TiON TO GUTTER AND DOWNSPOUT DEICING SYSTEM - EX- 1 ACT LENGTHS OF HEATING ELEMENT SHALL BE COORDIN- ATED 'PATH SHEET A3 AND FIELD MEASUREMENTS - SYS- ; "LA" j 1 \ SATELLITE TERMINAL BOARD TEIA SHALL BE 'THERMON ECONOTRACE XL:?000' WiTH W-O" x 4'-0" x 3/4"PWD. OVERJACKET AND BRAID OPTIONS - PROVIDE ALL RE- LOCATED IN OFFICE QUIRED CONNECTIONS AND MOUNTING HAROWAEE FOR `---J 25 1 I EC Ea ga CO HEATING ELEMENT C L@1 28 - \-J 44.PROVIDE 'THERMON' NET40200 ADJUSTABLE THERMOSTAT O u�1� bn (GU)T -' 1'ZOV�COIL OR2 POLE. 2CONTROL OF DEICNG0 AMP, ELECT HELD CSYSEMT� WITH +84 F W GROUND C 1 1 d- POWER POLE AT x N Y - 45.ROUTE THRU CONTACTOR SEE KEYNOTE 4 O "LA" 36 z J Q 0 �) ' r `1 r' '�. 1, � ti 1i ti � 0. 1v 1 I - I I ' �' �1. 1 3a I I°,ZI 1 1 I 1 'rEL.TERMINAL 50ARD CHEGK5TAND ,TYP!GAL) 1L IL U W I I I 1 1 I I I I 34 IU T 1 H Q. 1 I 1 I / 1 I 1 I 1 Of� ;Z) 4'-0" x 9'-O" x 5/4" PYVD.ILL .. 1 I 1 I 1 1 I I0 1 121 ♦` J. ' 0 FIRE ALARM CONTROL PNL, O i� ilq11�� i 1 i i i () T I I 1 I I I I 1 1 I I I I I I I I I I I I I I 1 I I I 1 1 I I 1 I I I I I I I I I I 4EW 3" I.C. O TELCO SERVICE ~ O ro . 0 PsDESTAL.`rERIFY ROUT{N5 W/ a "AC" N L___J I I I L__J 1 I I I I (19-21-231 I I I I I I I f \ TELCO PRIOR TO BID •� ............ "LA" FLOOR r-_-1 1 1 I 1 I I r---1 $4 I I I I I I 1 I I I I I I I I I J 21 I 1 I I L..__ 1 I I J I I 1 I 1 1 I I V 1 1 I 2 WP I I I I I ) `WP TELEPHONE RISER I 1 I IN 2 0.5 - 1 I I I ___-J L I I L --- L,__.J I I I I 1 I �S 1• 1 I I I I I 1 r I 1 1 I I I I I I I I v 1 1 I 1 1 I I VI I 1 I I 1 I I I 1 I 1 I I 121 I I I I I I , ) I I 1 1 1 L___J I 1 I I 1 I I I i i 25 r---- 1 r I I I I I I I I I I f , ■ ■ I 1 1L____J i i iV 1 I i i i i i i <` r L---- -------------- -----------.. .-___ I I TIL L_-__J `-------------- ------'---------------' 1 1 �I 211 I I I +04 23 .84 a ; ti r r ti 8 - ' J \ -- - -- ---------- --- - - - -- ---- -- --- -- - -- �� ~ � GKT 2 - HEATER Yb I GKT 4 - LT(s "AC" COPY L- ----- --- -------- I „ GKT b - PUMPS (2-4-b) _�-Y�-.._. 14 Id \ Ac, --- t-J T 3., b ROOM ( q ) 1717 East Morten, Suits 100 \Ji .i 5 9 3 i�/I \ Phomle, Arizona &5020 ■ ■ 1 e 9 I 2,G 602-943-4;19 G I __�' pTERSON ENOINEER9 5 ------- -------------------------- I 93603 1 12 ( Ib 1 16 I 16 I CON7ULTING ENGINEER'S INC. rI b Na. 1 ID 1 D 12 la I ( _ ______________ _ __ __ -------.. I I I I I I I I I I m L_J• _ AG., `_JC. 1 I I I I I I I I EMPTY CONDUIT W/ PULL STRING ALL CONCEPTS, DESIGNS, AND DATA INDICATED ON THESE dT) 1 1 4 1 I 4U I a0 DOCUMENTS ARE THE SOLE PROPERTY OF PETERSON ASS- v (20-22-24) AG 25 b WP ' AG 40 _J L_J L_� L_J L_J \ -ABOVE CEILING a 1 CCIATES ENGINEERS, INC. AND SHALL NOT BE USED FOR _ v e ---5 - NOPE: I ANY OTHER PURPOSE THAN ORIGINALLY INTENDED W/O o F''A" -- ___ SEE I/4 SCALE DN65. f HE EXPRESSED WRITTEN PERMISSION OF THE ENGINEER. Z X v 6,10,23 D - ON SHEET E2.1 FOR O ---- O- L a THIS AREA, v b � 37 NOTE: -/'� - SEE I/a SCALE DWG�i. WP I ROOM KEY v L... C V it O ON SHEET E2 1 FR v.L O THIS AREA POWER POLE BY CLEC ® Q ' o \ \ \ O CONTRACTOR O ri O O O 1,�.. � EO. � s � 7_ Z Z Z Z D -- LA' 25 2.29 „ z z z z z 0LA 31 _ V.. o 2 \ 5 8 G. g n8 3/4'G. / F- F- I- F- 1- 1. u Ln to tJ'f to to U, \ - Y Y ]C ]C ]L C v 25 21 2q T_ _ -- _ ' U U U J J J J T_ = o :24 t r • Job No: 4.0 5.0 93451 204 .--P.O.S•; COMMUNICATIONS RISERS `- - Sheet No- ate.. 1') JUL 93 nom (IM Scale:POWER F'O O R PLAN L� ® _ ® , I -Drawn, SEE PLAN 201 -------- __ - - ---- --�cn�e /5, _- �- ACP E 2 r! [tCt SW DAP'TMOI.JT'H a t r.l b 1 -- - Checked: GDR 1 fir n n TJE JUN 15 16:14:55 1993, THOMAS H., 451-E2.OWG IF THIS DOCUMENT IS LESS ^ r"I�IOIIiJEII-IIIIIIIII LTUI II1BII LIIIIIIIIII IIIIIIIIIIII�LIIUlllSil I ZIIII-I_I-I.4IIrr_1ILI-I.I_I_III IBII I Ii11II111 -rrII fT-iIT8i�ii iI�f9f II I-IiI Lli Ii 11I 1IIIl9ll i III?II 1T li 4-_I1_1I-1-I111I11_16I 1T-iI i1�1-11-IiilSlI lr I II II- III11I 11I i1il1ll1lll1ii1l1 fIIliIllIIII -Ii�II lIllIIIl-II 8I11-I-1I1II LIII�TIl lli_i,�llII�WIIllLWI_:Ia'll�l91IL_I 11 l1ll Jill 1 _b T- 1I SI1lll�l (I'I_III I Jill I l` - �LEGIBLE THAN THIS NOTATION, ITIS DUE r0 THE QUALITY OF � "°a" I APRIL 2 rc, t1994 4T� LIIIiI11�11iLTHE ORIGINAL DOCUMENT. 11 11I1111iLL ' ► IIII IIUIWII ,i , ■ ■ M K E Y E D N 0 T E S P''N1=HED CEILING-'- -I" CONDUIT 5TU15-OUT c� .1 FIRE ALARM ANNUNCIATOR PANEL RECESSED IN WALL CO-.. ORDINATE LOCWITH FIRE MARSHALL PRIOR TO INSTALL- +� I AT10N FOR ACCEPTANCE f Q @---(A) 1/4" LAC, :BOLTS INTO ___.___ 2xA BLOO.KIN6 ------- TIME CLOCK BY PETSMART 2 SOLATEDCOMPUTERGROUND AND NEUTRAL RECEPTACLE HUBBELL N0. X262 ORANGE WITH ` W a 0-- - 3. ELECTRICAL CONTRACTOR TO PROVIDE 3/4 CONDUIT (WITH N - - ® FROM (PULL 31 DELTAME RUN TO MAN TMB AT OUTLETS IN COPY ROOM. RECEIVINGAREA 00 C a - O 11 ----4 x 4 BGX 4. RECEPTACLE MOUNTED ABOVE CEILING FOR SECURITY CAM- U fU I ERA. VERIFY WITH PETSMART FOR EXACT LOCATION ELEVATION aAa p 5. MUSAK AMPLIFIER RACK - RACK TO BE t84' A.F.F. 00 v- C C i-- UTILITY BOX BY PETSMART ^ O n 6. PANEL 'CR' L r p MOLD j20G8612 W/ OUTLETS AT 12' O.C. uj w 7. PLUGMOLD ABOVE COUNTER. MOUNT AT +36' A.F.F. WIRE- ~ PHONE OUTLET 1.1.E d. FRE ALARM CONTROL PANEL - -^ I 9. PUSHBUTTON - EDWAROS NO 852, 120V, 1 PH, 6 WATTS O +1' ISOLATED bROUND DUPLEX (LUSH WEATHERPROOF (RECESSED IN MASONRY) 'e.i n O r OUTLET z \ J '0. J-BOX ABOVE DOOR FOR SECURITY SYSTEM. S1U9 3/4' cr E.C. TO CEILING SPACE. SEE CE[All �202/E2 • w 11. LOW TONED BUZZER - EDWARDS NO. 1065-N5, 12OV, 1PH, Q �/ -FTICEJ COPY RM. VAULT] - FINISH FLOOR 7.5 WATT (TYPICAL OF 3) � x 12 CONTACTOR CABINET PROVIDED BY E.C. SEE DETAIL E304 r A NOT A MATCH LINE - SEE FLAN 207 FOR CONTINUATION SHEET E3 1 ��..�.�,�..•��.. .:��..��..�.�...�� 13. PAGING LIGHT. EDWARD NO. 7641-INS, 120V, 1 PH, WITH O Q POWER FOR IIMECLOCK _-_ 0 -- WHITE DOME I O NOT TO SGAI_E I, 14. PROVIDE WEATHERPROOF COVER ON RECEIPT � _ N M 15. 3/4-C, TO FRCP 16. SEE P.LEGTRI A --FI�rEYE EEGJRITY LENS WP 3 19 +44' 17. PANELLGh TOR STARTER AT ROOF. NEMA 3R. ■ ■ G L DW65. I Ig I \ 18. PANEL "FA' 19. WP J-BOX FOR FISH RACK LIGHTING MOUNTINb OF VIDEO 5EG'JRITY- I" GONDOL - STUBTO BOX BY vlDeo secuRlTY Go. PLAN �secuRlTY BOX t ABOVE 20.PANEL 'VA' - 2x8 BLOC KINb BY b,G. VAULT ROOM GL6 •60" I 210 VIDEO SECURIT BOX at OFFICE NOT TO SCALE I 21. VIA SWATCHBANK 5.0 5.0 i -- - 22.POWER AND COMMUNICATIONS FOR EMPLOYEE TIME RE- CORDER (F.B.U.) MOUNTED A7 42' A.F.F. - PROVIDE J-BOX 1 (AT COMMUNICATION OUTLET) - SEE DETAIL E209 NOT A MATCH LINE - SEE PLAN 208 FOR CONTINUATION 5 �� 23.SEE 207 FOR CONTINUATION - _ E _.._.e�..�..�..._•.�..� 24.SATELLITE TELEPHONE DD. 4'x 4'x 3/4' PLYWOOD BACK- Z 1 BOARD -- - -- )C6 // (' BOTTOMWOFBOARD)6'RABOVE FENISHE CEIl1NG3/ ' MOUNT 0 E�2q 1g 13 25 SEE 205 FOR CONTINUATIONH664 65 GI j71 .44"f W- I-1 55 2E.- SEE DE OUTLET MOUNTED ABOVE CEILING +10'-6' A.F.F. OG 1 - SEE DETAIL E210 " +44 I ?7.CENTER OUTLETS ON COUNTER - SEE FIXTURE PUN FOR LA° "LA" '34„ •3d"� .44 bPGI I LOCATION ` I 37,35,31 =4 I �T 1' bPGI � 2� _._ I- ----T al I ` --' � _ 26.RECEPTACLE FOR COPIER WP "LA:: �� I �_ _ 3 I i I I I 29.SECURITY PANEL. (FBG) bPGI 8,10 3 \ ! VA" 30.1• E.C. IN WALL STUBBED INTO CEILING SPACE AND ROUTED II 8 5i 42 ( 3 bPGI I 19J6,11,Zq 11 f BELOW SLAB TO FISH COUNTER rl0 TrKtIJ OUT g, - g I . 3/4"G I \-• 3L PUSH BUTTON Mers, 120V. FLUSH IN WALL AT +44', WIRE I I I I 1 I I I O 55 y.21 �-- -�� (�'7 �• bPGI 55 ! �3•�1 I I IN PARELLEL w1Tli EXTERIOR PUSH BUTTON 32.CEILING MOUNTED HEATER - ELECTRICAL CONTRACTOR TO PROVIDE FINAL CONNECTION TO EQUIPMENT :2 5 J "LA" "LA" B L +44" L---- Q t�^.)) `I 3J.PANEL 'AC" 11 10,12 14 bPGI I I c /� I 34.DISHWASHER "LA" 13 29 I i 31 y( 35.4'-0' PLUGMOLD ABOVE SHELF. MOUNT AT +5'-6' W 2332 4 41 ;0 I ! I ( A.F.F. WREMOLD 420G8612 W/ OUTLETS Al' 12' O.C. = I I I I I I I `"ab9 34" vvP 51 I 33 Ii 36.ISOLATED GROUND RECEPTS MOUNTED AT .4' A.F.F. IWP •34., bPGI rl0 THRU OUT 4 qaJ g3° I 37.TEMPERATURE ALERT ALARM -WNUND" KDTA4-r003. I f I MOUNT AT +18' BELOW CEILING. 3/4'G' I no !O 41 38.RUN 22/6 SHIELDED WIRE IN 1/2-C. TO SEC, PANEL "AG' I 31 19 32 I bPGI -- _- =-_ - 34 1 55 C6,�0,30 bPGI I i II I I 39.OUPLEX OUTLET FOR REFRIG. AT +60' A.F.F. Z IO bPGI 23 5�� T I 40.(2) 4'-O'x8'-0'x3/4' PLYWOOD TELEPHONE MOUNTING bPGI 55 I1 „VA:, 0 -- -- -- I BOARDS (T.M.B.) WITH M6 GROUND SEE DETAIL E203 ■ 12 I SIAS 41. MOUNT RECEPTACLE HORIZONTALLY AT +34' A.F.F. +34.. i I 13 r +44 60 °bA° I \ / 42.IN rERFACE PANEL N1 SEE SHEETS EM-1 AND EM-2 _'1 6PG 1 23,25,2'1 , (a OI e Al 55'.6A EF-2 bPGI D 43.NOT USED V ........... ......... \ I a 29 "VA" IX12 5'1 I D \ +3a 2q , 33 44.SWITCH FOR VACUUM PUMP IN FACE OF CABINET I IbPGI ,� I 69 ._� 11 45.AIR COMPRESSOR: 120 VOLT / 1PH. \ J 46.J--BOX ABOVE CEILING FOR SIGNAGE - •60' i I qA I - •a2 1 47.J-BOX FOR FIRE RISER BELL (120V) - MOUNT PER FIRE _ �iiYVrP rl0 THRU OUT j ',/A '1 MARSHALL - 'THIS IS AN ALTERNATE LOCATION' - 0 �__-� 41r�►WP 3/4"G I �5 - bPGI CI-J.� "GR" `0 irP I 48.J-BOX FOR CONNECTION TO FLOW AND TAMPER SWITCH •42•' 'THIS IS AN ALTERNATE LOCAI"ICN' 20 16 Ap I I „6A.: "VA" '60' I 49.NOT USED Ib I c5 q - 17 21 as 50.HOMERUN THRU CONTACTOR PANEL FOR STOP/START - C \ 5 yrp O I bPGI 8 j SEE SHEET EM-2 O EFS 12 "Iq a.• wP m \ 51. TRACER 100 EMS CONTROL PANEL - SEE SHEETS EM--1 tz bPGI Ib ' 4u j FGI VA AND EM-2 v q 1 -1 10 Wp 'i, Ib �� I cc bA" 12 { 15 13,15 -� I 52.OUTLETS FOR VACUUM AND AIR COMPRESSOR UNDER Q COUNTER +16' r--"-- LA" r10 THRU OUT I (O 8 42 �� 'A +44" I 53.NOT USED 19 0 11,Iq,2l I 11 3/4 G LA" X44„ 21 -- 54.NOT USED ti J 3 bPGI n / 55.30A, 125V 1PH. 3W, GROUNDING TYPE RECEPT, NEMA 5 6FG' 3 I _ i4D 05-30R WITH WEATHER PROOF COVER MOUNT AT +60' -- _ -� - L 56.SEE SHEET E2 FOR CONTINUATION TO PAY PHONE �_-��-T-�� ATS H LINE SEE�PLAN 2_ 0�OR CONTIN. �r4� 6 57.GFCI DUPLEX FOR AUTOCLAVE AT +60- _ ................. 58.3y8, 3/4' CONDUIT q yIP "-"-"- ----------------------- N'� � S9.OUTLETS AND PHONE OUTLETS LOCATED IN CABINET ----- 60.(2) #12, #12 CU. GRO., 1/2" C. TO AUXtUARY CONTACTS IN STAR-rR AT A/C-6 FOR INTERLOCKING 1 / OFFICE / GROOMER O O M E R POWER PLAN � I� I � I 61. FISH EQUIPMENT CONTROL PANEL PROVIDED BY OTHERS 207 1 62.AUTOMATIC DOOR CIRCUIT - SEE DOOR MANUFACTURER 5GALE: 1/4' '-O" 12 \ FOh LOCATION -•60" I b I \ +42 63.1'0 CONDUIT WITH LONG SWEEP 90'S FROM J-BOX TO LA" tD 'VA' I • \, �' BELOW FLOOR SUB TO SERVICE COUNTER UT!UTY WINDOW 1 1,q „LA„ 2,14 I _____________ ______-I STUB UP INTO COUNTER AT WINDOW ■ ■ ____ ___ r --- - -- WP --� 2,4,6 GR I j 64.300 KVA TRANSFORMER bPGI 11 1 14 q 1 1 u q I 15 209 65.PANEL 'DP' - 800 AMP ---------'" - 66.PANEL 'LA' � t •� ! 67.PANEL 'HA' H 2G „�R„I I b B yP' I � �4 2 mp 10 68.4PLEX (20AMPHCIRCUI CIRCUIT) TO TANK STAND FOR - O _- I i -i - I^ ....__•• OWNER FURNISHED TEMPERATURE SENSING SYSTEM EF-4 e1 -- LJJ 7 •36.' +42 �� b „G6 11 1411 69.3/4' CONDUIT WITH PULLSTRINC TO FISH EQUIPMENT j a 1 ► I CL'NTROL PANEL - a 1 FA" a.��.•��.� •��...��I••��.•�ri� Z 4 I I 2R a GR` I J r w I m I • i 1 I GZR 70.4' SO N3R J-BOX MOUNTED AT 36' A.F.F. LOCATE aF 26 NOT A MATCH LINE - SEE PLAN 203 FOR CONTINUATION _ 3b" 1 = F , r 2 �� .I BENEATH ADJACENT WIREWAY b I 5q H 2 Q28 I.i 36" CR', "" ,, q +'q 71. NO CONDUIT, PIPES, OR OTHER ATTACHMENTS TO WALL "GR" y1 8 12 0 I 6'-0' FROM CORNER ALONG EITHER WALL TO 100• A.F.F. q IGPGI ,' b 208 - EMPLOYEE AREA POWL: PLAN 4 24 26 1 '/.36" = C!: "GR" 1� v 36 , v ' Ia pe 5GALE: I/4" -O" O E..-J7�i�Q Ul -. L_.- J3 - J - o ♦ - ` Lu n ♦ f I 6 i 4 r vA,l I o r " 1 ♦ ♦ / �``I```,. //r; 20,22..4 20.22,24 h� V 63 i as wP r -------------- a •bo" 5.0 R O O M K E Y 40 HEALTH SERVICE POWER PLAN - - - =a 206 - -- - ^� ---- - Z C b n nCb O.. +60" `.` SCALE. 1/4" z 1,_0,: C.Y n 0 < E J r! `xx 3 I.A' E E`oo J 20 W J W1REWAY a1' ��` 9r3 57 " 4r0.brlp,lalOSRD-- !` �` „PA• (3T u D , IN I-I/4"G 6q 7 2-0f V n +3q" AFF 22 I h2 J ® ry a " bPGI 1 21 ( FOR SIGN - B ; r III_-- _ 7 0 8 I -:: ^lftr_o04AY 812 LSI I Z i I .t1 I 1Q I I On mulllOn _ I I 1 J \ b U �-'� FA,. 2p II __ I 09 e-Is entrl �Ig l r i FA., 114 I ? F � u , - ---1 ---- --- - _ i -JI 111 68 r WIR.- r3 WP J WP 16,18,2 0 I y4f . _ �- _ a= u J /I > P on mullion 1 WP I 30 (r) --' [ria] c C o r ba!0.2r12.Ir10 r 1 1 „FA., -s-1a12.1a!2 bRD bPGI dt'GI 106 Zg I I 14 14 I m U p w D a " +36 IU &RD IN 3/4"6 I q bFU 6 a IN 3/a"G EI.! 20 I -- -_-_-. __--.__..____.__i.-__._.._.... --i_---------� b I F U [� "-o f a WP•_„_ 56 IL ` I ■ ■ / EF-6WP O < p n �t --6TS^ WF 48 O LTRJ 111 Job No: -11 _ _ J J i EF-5 !61 .18" b:c y -------._. -_... � (B} - I Q �.rte 93451 O m_ _.. A F.F. WP - -- J.- J 0 u1 +84" 20 J 1 ; bPGIY`T - L-__ "'"� � Z IN 1717 Euet 11ort"n,Suite 100 (1502 � � Phoenix,Ariiona 0 .�'",/ -I•. _--_ 602-91J-4118 ® _ "1 --- Sheet No: PETERSON ENGINEERS 93603 �� L Date: 10 JUL 93 CONr LrNO ENOINEERS INC. JOb N0. __ �J 5/4" G. TO ----- \ Scale: I � - �__L� � PA °LA' P.A.G P. 2.0 FISH DEPT• VESTIBULE POWER PLAN 3 O ALL CONCEPTS, DESIGNS, AND OATH INDICATED ON THESE hJ LB'J r 010 SEE PLAN (1-0 25 DOCUMENTS ARE THE SOLE PROPERTY OF PETERSON ASS- ^I'-- -` Drawn: ACP E 2 TO DIST, 205 - - ' -"-"`�- -T- SCALE: I/a" : I'-O" - OCIATES ENGINEERS, INC. AND SHALL NOT BE USED FOR I I I I --- ■ PANFL "DF'° ANY OTHER PURPOSE THAN ORIGINALLY INIENDED W/O r:� /2 O O Checked: GDR THE EXPRESSED WRITTEN PERMISSION OF hiE ENGINEER. `11JJJ l�/ lll��JJJ 7500 SW DAF-TMOUTH STPEE1 4 ; (IF 4R TUE JIJN 15 17;30:37 1993, ?NOMAS H., 451-E2A.DWG ra " '10 IF THIS DOCUMENT IS I,F.SS rtl1 I L I I JI I I I I I I I I I I I 1 1 I I I I41 I IIIIIII V I I I LLl i�iTITT'1' I-i lT I I I?111 I I I I I I I f I l l l 11 1�ITTTi 11 I L I I V I I I I I I I I I I I I I I I I I I I I I I I I I V I I I 1 1 1 1 1 11 1'11 I II I III 1 1 1 1 I I I I I I I III III V I I I I ' ra r 3 I 14 �_ 5� II 6 �j S �_� 10 I 111 l�l APRIL. �3 1994 •. LEGIBLE THAN TH1f', NGTATION, 1 -- � J __ ' IT IS DUE TO THE QUALI'T'Y OF _ I THE ORIGINAL DOCUMENT. - -_ - ._e - Neje (( o�$ Z 18L �LZ 9Z Z 6L S I �L TZ ' Z 8I BI�LT 8i T ti T 7 IT T 8 I Illillllllll> Ililllll 1{IIIII{Illlllllll�illlll fill{1111111 111111111111111 {V1�IfI�ViII1111V111'I�N{I 111 !111111 IIIIIIHI IIIIIII NIII1111(IIIIIIII lllllllllllw lL uiII1111�11IL�I111111�11I�1ill11llll111111W1llllllll IlII�11111111I�l�lll ■ KEYED NOTES : ,r II II LOCATION: FISH EQUIP. ROOM A LOCATION: RECEIVING II II LOCATION: RECEIVING 1. POWER COMPANY TRANSFORMER. AFC = J0,000 AMPS. m MIN'MUM 6 'AGINb BETWEEN SUPPQR-5. PANELBOARD SCHEDULE FA C.B. RATING 10,000 A.1. PANELBOARD SCHEDULE 'IL• •11 C.B. kAiING 10,000 A.LG. PANELBOARD SCHEDULE _ C.B. RATING 14,000 A.LC (INSTALLED UNDER SITE DOCUMENTS) AS) CONDUIT 1/2" THRLJ 1-1/4" ---- - _ - --- _ N 120/2(18 VOLTS 3 PHASE 4 WIHL SOLID NEUTRAL FLUSH MOUNTED 225A MLU MAINS N OD TYPE 120/206 VOLTS 3 PHASE 4 WIRE SOLID NEUTRAL SURFACE MOUN LED 225A MLO_MAINS N OD TYPE 277/480 VOLTS 3 PHASE 4 WIRE SOLID NEUTRAL SURFACE MOUNTED 225A MLO MAINS NEHB-TYPE a EST OR 1-1/2 THR'U 2"---_8 2" x 4" "1"1 TRCADCC OR -- - - - -- -- --O �-- ------ - - _ �- _ _ 2. (1) 4' E.C. FOR POWER CO. PRIMARY FEED. COORDINATE LONGROUTING AND REQUIREMENTS WITH POWER CO. PRIOR TO RCDAOOD BLOCKING 12 REv- CIR LOAD CIR CIR LOAD CIR - CIR LOAD CIR BID INSTALLED UNDER SITE DOCUMENTS) USE ;nd/or AREA SERVED C/e NO �- mFJ No cje USE and/or AREA SERVED USE and/or AREA SERVED c/e -- C/© USE and/or AREA SERVED USE and/or AREA SERVED c/8 c!B USE and/or AK, -A SPACING RCpJIRE!r'- NO OA me mC NO ENrs - No mA me me No "A SERVED ( W a SPARE 20 t Soo 2 20 HEATER - 5HOWTANK * DOCK LIGHTS 2 t t 0 `0 REGEPT - REFR vERATOR 20 1 5125 20 3. 6" MINIMUM CONCRETE TRANSFORMER PAD. VERIFY EXACT __ - * LIGHT WAREHOI)SF „ - L16HT MAIN SALES V) u7! 1 3_15 _ 2 t � * REQUIREMENTS WITH POWER CO. PRIOR TO BID (INSTALLED � L16HT - FISHY DEPARTMENT 20 3 20 LIGHTS - 5HOATANK * EXHAUST RAN - 6 20 3 606 COPT - COFFEE Mf.:ER * t 600 4 , t 000 4 20 1 RE * _ L16HT AARCHOJSE 20 3 7500 20 LIGHT MAIN SALES UNDER SITE DOCUMENTS) M O Q -TYPICAL (:ONDUIT 20 5 1500 2G -- -- _ __ 1 3315 4 I L {c` L16HT - FISH DEPARTMENT 1 900 6 t PUMP - SHOWTANK EXHAUST PAN - 1 20 1 5 6,6 20 REGEPT - MICROAA✓C . 2G 5 575 20 - 4. (2) 4" C. EACH WITH 40 600 MCMIL (XHHW) AND 1 M3/0 U _ 000 6 L16MT WARCMOUSE LIGHT MAIN SALES 35'5 6 , * CU. GROUND (W2RIFY FEEDER REQUIREMENTS WITH POWER LIGHT - FISIH TANKS 20 7 1"60 20 POAER POLE GONDOLA REGEPT - `/END!Nb 20 7 loon - 20 7 a5'S - ----- -- * 20 REGEPT - LOUNGE 20 ♦ CO. PRIOR TO BID) t I000 B t t Icco 8 _ t * . L16MT vrARErOUSE , 155 8 t U6MT VE5TIE3ULC TWO-HOLE GALVANIZED FASTEN . LIGHT - P15H TANKS 2�, 9 1520-,500 -ib-20 1 POnER POLE GONDOLA(FREEZER) REGEPT - VENDING 10 I 9 Q�Q 20 R'GEPT - RE5TROOM 2C ® 5145 20 5. SERVICE ENTRANCE SECTION (S F S.) 800A, 277/48OV, 3PH, 6 TO BLOCK WITH STAINLESS 5T- - - 560 10 - ❑ L16HT WAREHOUSE 10 1 SP<,RE 4W, NEM/ 3R, BRACED FOR 4',000 A.I.C. C EEL SCREWS - MINIMUM I" LGhb *. LIGHT - P.SH TANKS 2G 11 1760 2U 4PLEX FISH TANK TEMP 5Y5TEM REGEPT - NUTRITION CENTER 20 11 Sb0 - 20 20 11 3'75 2p - -- W 1 100 12 I _ __ 1 560 12 t GHCGK�(nND 1}c L16MT WAREHCUSC i _ 12 t SPARE 6. POWER CJMPANY METER n r o SIGNAGE 20 13 500 - 1 4 20 1 - SPARE LTG - FUTURE (NUT. GTR.) 20 1 1 3 - SOa00 1 ` 2U 1 REGEPT - VCNDIN6:.'4Y P✓_NE5 * . LIGHT WAREHOUSE 2C , 73 ye-- 1 4 20 t L16HT EMERGENCY • * 7. 200/3 FUSIBLE SWITCH W/ 125 AMPS LPS-RK FUSES W N SPARE 20 I 15 1600 16 2�1 REGEPT. - FISH r.ENTER • TRe.G_R 100 CM5 CONTROL PANCL 20 15 700 20 CHEGK5TAND 20 15 1500 2U- LU o - Seo t6 , ` LI6HT WAREHOUSE 4097 i6 LI6M7 EMERGENCY • 8. 400/3 FUSIBLE SWITCH W/ 300 AMPS LPS-RK FUSES SPARE 20 17 __- 2p • - _- __ SPARC t 8 9. /3/0 CU., MAIN BONDING JUMPER = Sao 1B , * LIGHT RCGEIVIN4 G N 1 1B 1 SPARC INTERFACE PANEL 81 2p t 1 200 20 RCGCPT - RECEIVING 20 17 '750 20 Q SPARE 20 1 19 X20 2U 20 I REGEPT - FISH DEPARTMENT OUTLETS - GONDOL•LS 20 1 19 540 20 - _ 19 X500 - fY Q - _ _ 1000 2O AUTOMATIC COOK �Ic ♦ L16HT EXTERIOR 1p SPACE ' - 20 10. N3/0 CU., BOND o SPARE 20 21 2U REGEPT - BIRD VIEW'Nb OUTLETS - GONDOa_.5 10 21 770 20 REGEPT - ROOF 20 21 000 - Z W X70 22 ,760 22 * . L16HT CANOPY SPACE W 22 11. COLD WATER PIPE AND BUILDING STEEL, EXTEND SYSTEM _ _ SPACE SPgGC" GROUND TO SPRINKLER AND GAS PIPING }d 20 23 1000 20 20 23 T•S0 �U -_- - _ o PCAER POLO GONDOLA 1 24 1 SPARE REGEPT - EDP � 4056 24 BATTERY GHAR6CR 24 12. (20') - #4 CU. LIFER 20 25 700 20 CF - 4 20 25 ,500 2 SPACE2111 SPACE CONTROL PANEL bah 26 *♦ FRONT SIGNAGE 4056 _ 26 - - 26 13. 4 - yt/0 CU. (XHHW), f6 CU. GROUND, 2-1/2"C. mr ADHERE BLOCK TO ROOF- 27 20 EP - 5 *♦ FRONT 516NA6E 20 27 500 10 SPACE 5PAGC Nb MATERIAL PER RF-OM �\ SPACE 606 _ 28 1 4056 28 BATTERY GHAR6CR - --- 20 - ---- i4. �6 CU. (XHHW) ISOLATED GROUND, 1"C. TO PANEL "DP" i O Of M.-NCATION OF ROOFING, SPACE - 29 646 3o t EF - b *. FRONT SIGNAGE 2a I 29 150° 2 SPAG': - - 30 - SPACE MAIN GROUND BUS Z _ x056 .30 MrNJFAGTURER 3/ 32 20 1 31 500 R_GE T - EDP PA SPACE 5PAGC �. - - FRONT SIGNAGE 500 _ - 32 20 t _� P 5 GE 32 -V-- SPACE 15. PANEL "AC" SPACE 33 - 34 SPACE ------ • -RECEPTACLE - TNp 20 1 3.3 500 20 REGEPT - FIRE ALARM SPA s - 33 - M _ 500 __ 34 _t _ C� 34 SPACE 16. PANEL "HA" NOTE: SPACE 35 ---- 38 SPACE - • RECEPTACLE - TMB 20 35 4OJ 20 REGEPT - AT COLUMN - - _ S 540 36 SPACE PAGE 1'/. 4 - #350 KCMIL CU. (XHHW), /3 CU. GROUND, 3"C. ■ a 36 37 5PA•GC • RECEPTACLE - 1,45 2G 37 aoo 20 REGEPT, - AT COLUMN SPACE SPACE 18. 200/3 FUSIBLE SWITCH W/ 125 AMPS LPN-RK FUSES IF GGNDJIT PIPING LAYOUT 15 NOT SHOWN, bRGJP -SPACE 38 _ t Sao 34 1 - - - J8 - 39 2U 39 r° 2ci LTG EMPLOYEE AREA 11E - SPACE SPACE 19, 300 KVA XFMR, 480 DELTA: 120/208 WYE, 3PH, 4W. CONDUIT/PIPE ROUTE FOR MINIMUM SUPPORTS ON ROOP SPACE ao SPACE • --- FIRE RISER BELL axe a0 __ 4U _ GOORL'INATC WITH ALL TRADES - - 4t �- �� 217 CH_1 - SPAGe SPACE 20. r3/0 CU. GROUND SPACE 42 SPACE • RECCPTAC:E - TMB 2i 41 000 42 -_ a2 TOTAL LOAD PER PHASE i9Tb 9^31 a a 5 5 8737 VA - 120V= 72 .AMPS TOTAL LOAD PER PHASE 5006 140u62 15439 15938 VA - 120V . 133 AMPS TOTAL LOAD PER PHASE "26 6532 15060 19926 VA - 277V n 72.0 AMPS :M (2) PARALLEL 3-1/2" C014DUITS WITH 4/600 KCMIL (XHHW) CU, 1/11/0 CU, GROUND IN EACH E303 —CONDUIT / PIPE SUPPORT 22.PANEL "DP", 800A, M.C.B. FUSIBLE DISTRIBUTION BOARD, 120/208V, 3PH, 4W SCALE NONE 23 800/3 MAIN CIRCUIT BREAKER RATED FOR 42,000 A/C 24.200/3 FUSIBLE SWITCH W/ 150 AMPS LPN-RK FUSES II II LocnnoN: RECEIVING - II I) LocnnoN RECEIVING PROVIDE w/ ISOLATED GROUND Bus 11 II LOCATION: WORKROOM PANELBOARD SCHEDULE V • C.B. RATING 10000 AI.G. PANELBOARD SCHEDULE AC 1�,ODQ Mw. PANELBOARD SCHEDULE CR __ ---- - 25.100/3 FUSIBLE SWITCH W/ 100 AMPS LPN-RK FUSES z -_ �_ _. L C.B. kA NG- C.B. RATING 10,000 A.LC. JUNCTION BOX - SEE PLAN 26.200/3 SPACE FOk FUTURE SNATCH 0 TO/208VVOLTS _ PHASE 5 WIRE SOLID NEUTRAL _FLUSH MOUNTED 225A MI,OMAINs NCIUDTYPE 277/480 VOLTS 3 PHASE 4 WIRE SOLID NEUTRAL SURFACE MOUNTED 40UA-MLO MAINS _NEHB TYPE 120/208 VOLTS 3 PHASE 5 WIRE SDLID NEUTRAL FLUSH MOUNTED 100A MLO MAINS N OD TYPE 27.PANEL "LA" N 1/2' PLEX CONDUIT PER NEC 410-14('0) CIR LOAD CIR USE and/or AREA SERVED c/e No .� m8 0C No C/e USE and/or iRkP SERVED USE and/or AREA SERVED c/B NIo mA me me CIR C/8 USE and/or AREA SERVEC USE and/or AREA SERVED c/e NIo -mA Lae CIR C/B USE and/or AREA SERVED 28.PANEL 'CR" 009 WOOD DECKING - SEE DRAWINGS �I(. -GHT Nb - HEALTH 5ERVIC-5 2U 1 0.5 .G - t_ 7 a _ • ReGePT - orFlce 2n 3 1650 DEICE SYSTEM � 700 2 , 29.PANEL 'FA' �--- BY OTHERS 1 17aG 2 � a,° 2 50 REGEPT - GMCGKSTAND ■1 2p i O0 2G *. LIGHTING - HEALTH SERVIC'C_ 3 u7 A/C - 5 * • , 400 4 , REGEPT - OPP,GC TMB • 30.PANEL "CA" 1740 4 2 A/C - 1 _ 4,0 4 REGef°T - GrecK5T4ND p� 20 3 aco 20 --- -- *♦ L14HTIN6 - HEALTH 5ER,ACCS 20 5 700 2U RECCPT. - GOMPUTCR/TERMINAL 1 9 11-, - RI CPT - CHCGK57AND 05 20 5 b0 7r, s !,e a v • 31. PANEL "VA" -- UNISTRUT HANGER LAG BOLT PER 560 6 _ _ _ 41,0 6 S _ _ • ,b0 6 R G_ T - TIME RCGORD_R --MANUP RECOMMENDATIONS TO SPARE 20 7 2u RECEPT - COMPUTER/TERMINAL _ "'% 7 707 30 - RECCPT - CHCGK57AND ■4 20 7 too 20 voT • 32.4 - /1 CU. (XHHW), /8 CU. GROUND, 1-1/2"C. STRUCTURE ABOVE I 360 a 53 8 • 600 g 1 RCC_ - SECURITY MONITOR SPARC 20 1 9 20 _.PARC /,/C - 2 © 4a 7 RCGCPT - CHCGK57AND ■'3 20 9 aoo 2p - - --- 10 A/C _ 8 • o0o t 0 RCGCPT - PAX 33.KW PULSE CONTACTS TO BE ORDERED WITH POWER CO. 1 11 OOO 12 20 t RCGCPT - HEALTH SERVICES S ti 747 3 SPARC 20 11 400 2G ^. J`.., "'••.,,,;:'` --- SPR Nb LCCK F 70 7 1 a 6010 t a RCGCPT - PLUGNO METER - SEE SHEET EM-1 FOR REQUIREMENTS l UNISTRUT - 159 -2 _ , _ 000 t2 R_;CPT - VAULT / COPY _ RCGCPT, ADOPTION .G I 13 760 14 20 , RECCPT. - HEALTH SERVICES hp t3 707 ap • _ RCC•CPT - MU5AK RACK 20 13 400 2p >-P 34. TO "TRACER 100 EMS CONTROL PANEL" I I I I I e e RCGCPT - SURGERY RM 20 15 IODO 20 $PARC 1 5 7,2 20 15 600 35.400 3 FUSIBLE SWATCH MATH 400 AMP LPS-RK FUSES r R_'AIN_R 16 A/C - 3 A/C - 7 I:ecePT - SECURITY PANCL 2G a� / A6 �GLT o 70 17 •00 - 20 RECC T - MAINTENANCE SIGNAGE .�}( 1 7 707 7, 16 ^ 20 1 t 7 700 300 t 6 20 PLUbMOLC 36 (2) PARALLEL 2-1/2" CONDUIT NTH 4N3/0 CU. (XHHW) g t 500 18 __ _ 7°7 t o RC C T - COPIER __ _Oho 18 t RCGCPT - GOP's RM CU., 1#2 1:U. GRD. IN EACH RCGC1■T. - C15HAASHCR z 1 p 500 2U SibNAbE �}c T g� 1 9 20 7 -` 19 r \%RE HOOK 1500- 20_ - . „ 20 SPACE 3bo 20 1 RCGCoT - 6ROOMIN6 37.200/3 FUSIBLE: SWITCH WITH 200 AMP LPM-RK FUSES t LOGKNUT AND ■. 20 21 eo0 20 2v - R,. ePT. - REFRIGERATOR 1500 22 A 21 :,7 WASHER SIGNAGE ♦ /� - 4 TO 22 A/C - 8 5PAGC 21 _ 22 - SPACE 38.4N3/0 (XHHW) CU., 1/6 CU. GROUND, 2-1/2"C W -- REGEPT - VACUUM 20 1 23 000 - 2G SPARC 23 707 ---- 23 ~ THREADED ROD -0 24 - 3 70 24 SPACE 24 - SPACE 39.CONTACTOR CABINET SEE DETAIL 304 'THIS SHEET RCGCPT. AUTOCLAVE 2U 25 300 20 DCiGC CONTROL - 25 _ 25 FIXTURE BRAGKC? 1 z°o 26 I SPACE 10 __ 2t3 1 5PAGC 28 - SPACE 40.4-y350 KCMIL, 1M3 CU. GROUND Q ❑ RECEIPT - AIR COMPRESSOR 20 I 27 too 26 .0 SPACE - 27 27 - DCIGC S"STEM - I'0 28 EF - 2 ♦ 5PAGC 28 SPACE SPACE _ _ 5 AGC -_ -_ FIXTURE RECCPT - KERR SERATOR 20 t 29 1 Soo 30 2 - 29 10 30 J SPACE 29 - 30 RCGEmT - HEALTH SCRVIGCS 20 31 960 2G PAGE = 31 - - P / t 7aD 1 32 DE CE -EM 5 3a SPACE TOTAL LOAD PER PHASE 3'60 4000 3440 4000 VA - 120V - 33.0 AMPS RCGCP?. - RCpR16CRATOR t0 33 1j�p 33 O � � 1 4 34 2 SPACE - - NOTE: 20 Y 34 - SPACE Z SP 2U 35 - -- ARe 36 SPACE 35 - SPAGC ■ CONTRACTOR TO PROVIDE 20 37 - DGGC SYSTEM 36 _- ---- ■ ■ ALL NECGE_ARY HARDWAR_ SPARE $P _ 37_ _SB 1/0 NEJT. CONTACTOR PANEL LOAD SUMMARY a ■ t 1740_ 38 2 AGC SPACE ---- -- - 20 39 20 33 TB FOR INSTALLATION. SPARC - SPACE 4C sP,4ce — N PHASE A PHASE B PHASE C PHASE A PHASE B PHASE C Y, A F r M N __-_�.. ._- 1 1760 _4Q -' _ _ 20 41 565 DEICE SYSTEM ■ --- a1 �o5 n10� 05 °css 0 0--- L16HTIN6 - 1!vMR6?NCY 1746 42 2 5PAGE +2 - SPI N _ TOTAL LOAD PER PHASE ,51 11499 0641 N F w STERILIZER 5 - ODRETURN PUMP-PIA _ letId 11998 VA 120V = 100 AMPS TOTAL LOAD PER PHASE w7.2 12 P2 7 192.2 AMPS r10'c, OF w STERILIZER 5 OD RETURN PUMP 5 15 15 II PIA �� - 2 PIA N 0s \ TO PIA, FIB, PIG, (F UV STERILIZER S - RETURN P'JNP-PWG - 15 5 E302 FIXTURE MOUNTING DETAIL — — _ -- -- 13 P1g TO DIST, BC "CCI 14 Plg AND AIR COMP. O.✓ STCR!LIZCR 5 OE ASR GO`�1P 5 5 P'G r O WIREY4AY 92 SCALE. NONE 16 P'G 4i0,5 6-8!O, 2-912, 1-0106, 5/4"G OF W STERILIZER 5 _ - CA III, HC4*ER 34 - 94- 11 11 LOCATION: GROOMER - f O 2^ P^A tJPILTCR PUMP-P2A 5 5� C)rvATCR .eq-x•R 34 34 ZONE 10 EX 7 S16N F,A5M'6 IN-ERFAGC PANELBOARD SCHEDULE GA C.B. RATING 10,000 A.I.C. 2'-PWA 6'05 I ^ --- M 2a P2g TO 101 P28, P5, O FILTER PUMP-PTB 5 5 ZONE 4 20 208VVOLTs 3 PHASE 4 WIRE SOLID NEUTRAL _ FLUSH MOUNTED 225A MLU MAINS N OOTYPE �� PP3 °'05 I W RCW s0I AND "2 LOAD ON 4 p ^ H H H S ✓iSJA�/ADD BLE L2 L3 LI L2 La^ LB LI L: k -� a-r8 b-9i0 -1106 /4"G C CYCLER PUMP-P3 15 - 5 CONTROL PANCL C %GNC 9 A.G. UNITS D D D D USE and/or AREA SERVED c/B CIR CA ma rc No C/© USE and/or AREA SERVED �'� 41 P3 O v a1 AI WL (SUPPLY) H H H H H H SPARC JO I t 500 -2 2G , RCGCPT, - GROOMING O ~O O O 51 AHI ONE 9 AG UNIT, Jo 3 7400 2a 61 W12 _gas__ i \ ` (SUPPLY) D D D D S H H H H H - DRYER 500 4 RCGCPT, - GROOMING O O O O L2 6' WH2 I .55 \ 30 5 7400 z0 62 wr2 / { \ DRYER 900 a R'GCPT - GROOMING L3 T E \ - - PIA PIB AIG P2A --LAMOGOID - ZONE '1 AC; UNITS D D D D P P P p P 'ONE 3 MANUAL DRYER JO 1 7 75000 6 ID 1 REGEPT - GROOMING O / GCILINb.............••`` _ _ ��-•--�� NAME PLATE TB GOM (RETURN) PULL STATION DRYER JG 9 74°0 20 REGEPT - 6ROOMING O O (2) TMP' 1n �A TO P15H CONTROL / \ 1500 101""11 _ `�-J-/ ZONE G A G UNITS Jo I 1 t 74ou zo 0 - (RETURN) D D D D - DRYER RSG • PANEL (FEB RE / \ 1 1500 12 t E T, - GROOMING IA c0M 2A GoM 3A GoM 4A GoM a 3A DUCT DETCGTORS TO BE C G G G �� SA A ala TNHN RCD I ZONE DRYER JO , t3 7500 14 Rrf'EP - 6ROOMING Tp 7g AND 4-ria (,PARESJ, I"C �/ PLAN TIP. 20 ■ ^ e � SEE FLOOR "SEPARATLY POWERED TS DRYER JO 1 15 71D o 18 2G REGEPT, - 6ROOMING II 2 3 14 5 6 <^I 22 b11 A- I TYPE" (24`✓t _ -- ZONE 5 $ S S $ ZONE REGEPT - OCD bROOMINb 10 t 7 500 2p t 1B SPARE TO �B 9A GROUND LE/EL RECEOT - DEC CR.00MIN& �0 19 5O° 20 �A SIGNAGE .* LI L2 LI L9 L2 LI L3 L2 L3 �, A i I 1 1500 20 t __ 1 RCGCPT • CCD GROOMING 2. 1 21 1500 20 SIGNAGE ♦* O O O - - I l A 500 22 v ENO Or LINE R_5- REGEPT - OED GROOMING 20 23 500 S 5?oR (TYPICAL) 1500 24 SIGNAGE .4c 9A GoM 12 _ O O O G RCGCPT. - OCD GROOMING 20 t 25 15900° 2B 20 1 LIGHT - GROOMING FIRE ALARM AH. I B CONTROL. RCGCPT - DEC 6ROOMIN6 20 27 500 20 LIGHT - BATH 51 52 LI PANEL '-,'4 c E G SECURITY Soo 28 FI P3 CAIRG Q ■ St'S FBok- O ■= 2G 29 - 500 L 41" 0 t R_G[PT - DCC GROOMING - 30 $P<,I�C �_ I D 1 ; 7r l --- �/ FIRE ALARM RCCEPT - DCC 6ROOMIN6 20 1 3t 50° _l F 32 SPACE O O O 5 O O O N - •,, ' W t7 ANNUNCIATOR "LA"-34 ----L?AT'ERY �„ 2n 33 500 - - L N FLOOR............... � '... � Q Lip (LOCATE AT REG_ T - CCD GROOMING 3a _- 5PAGC - - 5A G GoM G G G G O bA GoM lA CoM QA GUM ICA I UV d/ 1 ■ ■ OFFICE - SEE DRYER JG �5 :aoo TO 2 UV ;7 36 --- SPACE 73 <2a 31 3: 41 bl 62 AF+2 7 3 4 5 UV TB II 3 U,✓ 67 U.V. RS j TYPICAL WIREWAY SPAGC SPACE NOTE: --- 396 — _G �` s u� wiR�way 4X•1X24 N12 HINGED 95 SEE PLANS FOR ACTUAL EQUIPMENT COUNT SPACE -- SPACE TB _ ?-112, 1-8126, 3:'4"G P // COVER WITH QUANTITY _ 40 AND ^/PE OP REGEPTS REQUIREMENT$ SEE SPECIFICATIONS FOR 41 - 5 - PER DETAIL 12307 SPACE PAGE NATIONAL AG(SOUNT SUPPLIER. - w2 TOTAL LOAD PER PHASE 6613 ,Bao 620 17880 VA 120V = 149 AMPSd' y�, TERMINAL STRIPS °: 4 CONTACTOR CABINET WIRING DIAGRAM WIRING DIGRAM WIREWAY SCHEMATIC � � t FUNCTIONAL RISER - FIRE ALARM BY G.C. 304 — -- No,CALF 305 — rlo ;GALE -- 306 ----------No scALEv�- ray v� l E301 --- - - ---- ----SCALE NONE -- HVAC: ELECTRICAL REQUIREMENTS TAC77R CABINET 6ENERAL NOTES - FLA LOAD VOLTS,T DISC.* O.D. I.D. _OMP KW I( R I ALL INTERIOR PG'WER WIRING TO PUMPS SHALL BE 810 CU i MARK FOOLING HEATING PHASE (SWITCH FLA FLA. RLA (HTG.) FEEDERS 2. ALL INTERIOR POWER WiRINb TO WATER HEATERS SHALL .9E 8�j GU. ■ -- �!� 1 F A U L T N O . 1 F A U L T N 0 . 2 F A U L T N 0 3 ^O II: 490/3 30/3 10 3.1 �,1 N/A (5)■1o,(1)•'o6RND,1/7 G -_ _ _- - - - 3 ALL CONTROL WIRING TO TERMINAL STRIP SHALL BE EIA RED CONT. CAB. KEYED NOTES: ■ AG AG A/ F '75.00)x30,000 F = 1^3x(10)x30,000 24.2 - 450/3 60/3 ` t9 45 106 N/A (3)•6.(U■IO6RND.5/4"G 4 CONTACTOR CONTROL (SOIL VOLTAGE SHALL BE 24 VDC - 0 5'E = 005 -- -- ■ OOS F ■49SOOx490x1.'3x66_ ba 4 9100x490 9700x490 ------- 6 J 1. QUARE D GV1 M2 SIEMENS _ 100.000x775 --' - ___ _ O 3W 10300 R1MM00,OR EQUAL S -- ---_'-' --- AG 3a O - 490/3 60/3 "7 b 1-1.6 N/A (5)■6,(U■106RND.I'G 34 t2 S n -- - ---- --- F /1 5 Nr o, M • I M = I - 2. IEC FULL VOLTAGE CONTACTOR: SQUARE "D"LP1 D1801BD; � u = 0,5 ■ UA5 - - - -- - SIEMENS 3TF4222-OBB41; OR EQUAL .-O os I•o.o5 M • 1 AG K s Cs DP // o 3 a x 3 490/.. 30,3 7 4 3 7 P.-1 N/A (3)•10.(I)0106RND.I/4'G `� 2� 2� 12 ------ - - b a _ __ J 3. MOTOR PROTECTIVE SWITCH! SQUARE 'D" GV1 M10; 0 n Ac J- fI - 53 -4 SIEMENS JVIJ1300-IMK00; OR EQUAL ro 1S-',A • 30A00.095■79SOOA, 15GA ■ 90,000x0 R5=79.500A. -_-- -------- 20.0 - 460/4 30/3 2 4 4 b N/A (5)■'O,(I)•,C6RNC. /7"G _ _ -- - r 1 6.7 AC HA �- 2B L F 4. IEC FULL VOl TACE CONTACTOR: SQUARE "D" LP1 009010D; o au 15GA PEAK = 77.00DA.iK I:iGA PEAK = 77,000A, 11f 660 KW ,A CR A GA I VA SIEMENS 3TF4022-OBB41; OR EQUAL =. C5.0.176x7^0500=9797 AG •i q _ 490/3 30/3 1 I.1 5 1 N/A (5)•17.!U■1 I n r. 76RND,1.4"G I 1 2GG 5. IEC FULL VOLTAGE CONTACTOR: SQUARE_ "D" LPID40 118D; , A 15GA RMS ■ AFi00A {I( 154A RMS = •1500A. 11( ., �� I 37 �' -mm __ _.. I ��_ I {2 �3 SIEMENS 3TF4622-ODB41; OR EQUAL J FROM BU95MAN FUSE CHART *NEMA 3R WHERE OUTSIDE FUSE PEQ HVAC MANUFACTURER'S R@GOWN@NDATICV5 �- �• ` ca= "ALL FEEDERS SHOWN SHALL BE TYPE XHHW I M 24 6. 8 POLE CONTROL RELAY: SQUARE "0" 8501 PHD 80EV53; LOAD SUMMAR Y DP S. E. S. S U M M A R Y ' 7---- - - SIEMENS 3T}i4:80-DA84; OR EQUAL U s 0 9 7. POWER DISTRIBUTION BLOCK: SQUARE "D" 9070-LBC- U PANEL "HA" 17 AMPS _ b \13=J - 365206; OR EQUAL r ^ 1 n s PANEL LA" 139 AMPS I I I ='�+ - ----'- - _ _ 1p_� �� 24 3 32 38 4p 1 3 6. TERMINAL STRIP: SQUARE "D" 9080-1 SIEMENS y a a PANEL GR" - 0 AMPS PANCL "AG' 1.177 AMPS FISH EQUIPMENT REQUIREMENTS 1p_ -J ING CHANNEL) OR EQUAL (TYPICAL OF 53 WITH MOUNT- 99 - --_.---- -- -- -_--- --_-._ --__ NNE - �E FAULT 91 FULLY FUSSED NG CHANNEL) E r^ u o PANEL "FA" 77 AMPS PANEL DP" 759 AMPS CO CTION I 1 23 D15TR. BOARD 9. NEMA 12 CONTROL ENCLOSURE: HOFFMAN A. 35SA 3212LP E«,, PANEL GA„ 131 AMPS - - - -- --- - (HUBEEL. CTAT. NUMBERS) I I -._-_-- 4 4 CLc o Iq WITH AN A-36P30 PANEL � '� FULLY BUSSED I ��r o,u --- -" -- -_ MARK NO. DESCRIPTION KW HP VOLT PH FLA RECEPT PLUG LOCATION - I I D15TR BOARD I t 3 FAULT 93 _ IC ENCLOSURE DISCONNECT SWITCH: SQUARE "D" 9422-TFI; a/ ` n` SIEMENS MCS6201TMK820; OR EQUAL _ - o PANEL VA' 00 AMPS WATER HEATER Gge:E- a -` -� PAUL? a2 - t1. CIRCUIT PROTECTOR: SQUARE "D" 9D80-GCB70; SIEMENS .5 u A 2 ? 208 �4 o;r' n0 cse2b5G 5'JR AGC MOUNT I CONTACTOR CABINET 119 AMPS (WH-1, WH-7) GoveR IN 16AN6 Fe Box �q ) I b2, 5SX5108-7; OR EQUAL (FOR UV STERILIZER RECEPTACLE ; o'er " TYPICAL FOR 5) r E FILTER PUMP - J I I - 3 a :C0 5 SP-340 Kb SP-32C Pb w RCw^Y■I o_ c o A?460 ✓OLT T O T AL S 577 7 AMPS (PTA, P:B) -- - .-. --- _ _ 12. FUSE HOLDERS: SQUARE -D" 9080 F82221G; SIEMENS 0 T O T A L S 756 AMPS ----- GYGLER PUMP - - - ---- ---_ -�- `- - -- --- --__- -- --- - -,-----_T_ _-_-- -LL-- --- - - - - KCCF2; OR EQUAL (WITH FRN-35 FUSES) o u c - 3 2C9 I I5 SP-370 R6 5P-970 Pb w1RewA ■I • 9 .. .d-,".,.....�..._.........._ .....�,...,. _.,<.......,_............. ...... (P3) ~�O 1 1 13. GROUND BAR KIT RETURN PU`•1P _ 3 709 I 15 SP-370 Rb SP-320 P6 $4IR17wAY•7 - �f ` 6 ( _ �_-- J,)b No: P A N E L S C H E D U L E N O 1 E S __-__ -- —(PIA FI PIC) -- --- - _ _ I _ — _ l� 1 _ -----__ --- - --- --- C AIR COMPRESSOR - !/3 70 I 5 5P-320 R4 5P-370 P4 wlRewAY•7 36 4� 717 East Motion, Suite 100 93451 ________ ___ Phoenix, Arizona M020 1k GONTINUOL'C- DUTY/LAR6e5T MOOR AT 175% � SOYA 6FG1 BREAKER _-'- FROW/IDE BREAKER W/HANDLE "LOCK-ON"DEVICE F 5 W STERILIZER - - 170 1 5 �-P 020 P,4 SP-32C P4 AQl!eAv ■3 602-913-4116 ---- Sheet No PETEF.8CWN ENOINEERC. ��603 Date: 10 )UL 93 CONT 1.11N1 CN OINFlR! 'VC. Job N0. ♦ CIRCUIT TH U CONTACTOR PANEL FOR ENERGY ALL CONCEF C] 61FG�1GIRGNT CONTROL - 5@e SHEET FM-2 FISH EQUIPMENT POWER & RECEPTACLE REQMT'S 308 n N E LINE D I A G R A M CIRCUIT BREAKER _____ __- NO SCALE DOCUMENTS UCIATES E 1,INEE� CNS, AND DATA INDICATED ON THESE Scale: SEE PLAN ,', E SOLE PROPERTY OF PETERSON ASS- Drawn: ACP RS, INC. AND SHALL NOT BE USED FOR _ _ E3 304 --- ------�-- - - ANY OTII RPOSE THAN ORIGINALLY INTENDED W/0 Checked. GDR NO SCALE THE EXrRESSED WRITTEN PERMISSION OF' THE ENGINEER. 75t1u 5W llHf;'1 MULJ f H S"i F'I.i. 1 .__.___ . __......,_..,...._....._ ___--.--. ._... .._ ._ _._ _ 44 IIF 4FA e TUE JUN 15 17:40:18 1993, THOMAS H., 451-E3.DWG 1 1 IF THTS DOCUMENT IS LESS 111 11111111111111111 II III 1111 III III III III III rTr )� III ill 111 Ik III III III T 11 III III I I III III III III III III III 111 II111 1'Illl III 1111111 1111111 III III VIII L_I ' APRIL- �1 - LEGIBLE THAN THIS NOTATION, I I 1 Z 4 I I 8 �� I 0 11 1L Ar I\1L_ �� 1994r _ ___-_ _ 1_ _�___I_ �__. ____ s _ I i .1�_ __� ___ � J _1 IS DUE TO THE QUALITY OF NO ae THE ORTII DOCUMENT. -- - rr - - -- - -�- - - --_ -- -- -" �b ILILI 9Z 6Z 6�11 L IL Or 8� 111 Lr 9T T 617 SIT 7,T TT�� 8 8}11 L 1171 4 IS I _Ti1114■1 II I l I II�� II II (III (III (III (III 111111111 (III 1III (III (III 1III 1IIII�IIII IIII�IIII (III (III 11111111 IIII�IIII (III (III (III (III IIII�II (III Illi 1III (III IIII�IIII Illl�llll[All 11111WLll llll)11U tllllil111[11IIIIIII Iill�lill�Nlll Y ■ ...........................................�............................. ........................,.................._............. -_ t Ilt FORM So ? I N 1tpM M tTCIlM M ! WM dotn VIM c Llghtkv Interior (a) (b) a. Enter the number ane (a) (b) (e) (d) (s) (0 a Enter the ww Illy far (a) (b) (c) (d) (e) (4 HEATING (o) (b) (e) (d) W Occu- Mas Lighting type of lamps M the a. b every non-exempt BUILDING �_ O Power panty Floor Power Power luminaire. See Table La^P Ballast ' Tab luminolre Do Ilot con- Lighting Lighting & get Group _ sae T o Area Allow. Budget 5b for typical tame Lem Flx!ure -- - - Luminalre 5b aWr frock tlght{n9 a^ Room r Room or Plane Luml^alre Quantity of Luminalre Power Room or Piano Quantity of WrNnare Power _ �e (tt (W/fta) ((c-d) ori + f codes. Ip Description No. Description No. Descriptlon Power '� this f`xm• fibt Ie co- Sheet No. Deslgnotlon ID Luminaires Power (d) X (e) Deslg^otlo^ Luminolresa• Power (d) X (s) (~j "List all lighted ---- - _ - counted for on Form -- -- -- - - a U } 9 If area under OOOfta, b. Enter the number A SURF. INC. DRUM 2 60 W. Atte N/A 120 - ; Sol. f1 SUMMARY: MAIN SALES at 120 120 7370 1, Total linear fest of exterior wall at the ground floor 684 tt 7.5 N/tt 5130 U N `r now areae. enter area in (r) 0 2.0 L - - - - - Exclude exempt this row and type of ballasts B 2x4 TROFFER 3 Foo/CW/VM 2 MAG EE _ 134 X ' C 134 134 1107 c • Wt areae and areas in the luminolre. For - For buildings over 20 ft., enter the building height over 20 ft. 2 fl - If area betweer, 1000 and fluorescent and hit at 2x4 PARA51 JC 3 F40/CW/WM 2 MAC EE 134 X E 1]4 134 880 2. 9 9 9 per. of et°Inaaye, r�Aq Intensity discharge B2 2x4 PARABOJC J F40 CW i 3, Multiply cell 1(b) by call 2(b). Enter Into cell 3(b) 1368 tt 0.25W/tt' 342 ,„�, UO rooks, tdepnone 6000 ft a, enter ar01 In (C) this row 1000 1.6 2000 lamps, typical bol- / 2 -- MAG EE 134 X f 1J4 134 200 a W roans eta - - - - last abbrevlotione 83 2x4 TROMR 3 F40/CW/MM 2 MAG EE 134 X ((( H 134 - 134 2':128 - - s.}. If area under 6000f1i, are: c 8' INDUS.. 2 F96/T12/CW/WM 1 YAG EE 123 _ X 4, Width of ex" doors 20 tt 40 W/tt 800 v enter area in (c) this roe 6L00 1.2 1000J - _ _- -- j - 6. Area of drive-through canopies N/A 2.5 W/f - W 0 •MAG STD for map- E 1x4 PAR4BOUC 2 F4O/CW/YM 1 MAG EE 88 X E1.1 SUMMARY: HEALTH /GROOM A 1 120 120 a If area under 2000fta, nett[ standard F INC. OCCKUCHT 1 100 W R40 - N/A 100 j B 58 134 - 7772 -- --- --- W enter area In (c) this row 0 4.0 0 •MAG EE for mag- __ - _ i netic energy-off c- G 4' STRIP 2 F40/CW/VM 1 MAG EE 80 X 81 4 134 S38 L 8, Exterior Lighting Power Budget (W). Add amounts in column (d) 6272 82 Rstal If area bMtWeen 2000 and l°nt H HID LOW9AY i 400 W MH 1 MAG STD 461 X ! 83 5 134 -670 O ^' s 1000 3.0 8000 a ELECT for electronic 6000 ft', enter area in (C) this row a MAG HC for mag- K INC. DOWNUGHi 1 75 W R30 - N/A 75 64-- 3 134 _402 0 c_ 2 123 246 Z nelie heater cutout "--'--- i w If area under ti000fta, 66 I LJ enter area In (C) this row c 4 J52 24458 6000 2.0 20000 56916 See Table 5b for _- - -- ------- - Q _ other ballast ab- - C x e breviatlons. _. _---._- I K 3 73 225V ce. — — — — EXTERIOR (a) (b) (a) (d) (•) i BUILDING I. Of LIGHTING Luminar4 Qui tlt Lighting Y y of Lumhake Power Z --- i -- - — POWER Designation ID Luminairesd• Pa+r-- (d) X (a) O t HID WALL PACK L 10 210 2100 N 1. Total Interior Lighting Power Budget (W). Add amounts in column (g) °. Enter the number or - -'- I luminaires that Yum- HID DOWNUGHT - M 7 142 - 994 - ' -- - -- --- - - _ - --- mote the extloading locent or of _ the building, od ■ ■ .alk■oyw loodadhq seas, i and drive Through con- i "=7 6 _ __ __ _ _ __ oples. _ _ Ateriord 2 Sum the Page Totol(s) from Form 5c �^ 42008 Lxdud.Iaminal■e that 7 �Lighcx -- - - i - - are exempt from the ft .3, Total lineal feet of track lighting NA I _- _ - - - ore ex m load m the i lotion, see Section Power 4, Multiply line 3 by 50 - NA - -- - can scl). Off you I.v... doyllgting or 19. Total Interior Lighting Power, Add line 2 and line 4 42008 1 - ---- lumen molnto- nonce _— ! ----- -- i -_ ---- i -�--_— use corAtt s, �• Total Control Credit from Worksheet 5ob NA j -- 1 --- --- - --- 1 i - - Sol In wlculal• 7, Total Adjusted Lighting Power N. Subtract line 6 from line 5 42008 lM control - 8. Does design meet the budget? Enter •Y' N line 7 is 1899 than line 1, otherwise redesign. Y Z _ - - - -- - - -- - - -- - - --- ---- - O Ad)WteCl 0. Do all non-exempt spaces have tocol lighting controls? enter 'Y if fru - - _ - ------ LU Interior otherwise redesign. Y Oc Ugft _ — I - - i - - - --- ---- POwe< 1Q.r)o all local lighting controls control luso than 2000 ft of area? Enter 'Y' Y It .rue, otherwise redesign. --_ - - - - - ---- - - - - it all you have -"--- - -- doyllgting or 1t Do Oil Interior display and accent lighting, Including plug-in, tract and display _ _ ----- - lumen moktt.-- case Iiy',ting, have separate lighting controls. Enter 'Y" if true, otherwise Y '----- --"-' - nonce contras, redesign. - -- - use Wakenest to -,_ 7, Total Exterior Building Lighting Power (W). Sun amounts In column (s} 3094 ion lcwtrcw a12.n buildings over 4000 ft do the luminaires in cfTice spaces have separate automatic -. credits. controls to shut off the lightlny -+,Iring unoccupied per'-tds? If yes, check the type of control(s) used. Otherwise redesign. - - 8 Does design most budget? Enter 'Y' If line 7 Is leu than line 6, otherwise redesign- Y ❑Automatic Time Switches -- - - ---�-- l I l I I I I ❑Occupancy Sensors -- - - - L-1 Other Sum the amounts In column(() 421X16 i _ i LLj Do all exterior luminaires (exempt and non-exempt) have automatic controls to tum off Ilghts during daylight hours or periods of nonuse? Enter •y` If true, otherwise redesign. t< i I I I z ��jQ��Q�`J J �i � a In ru n a7 ................... ................................................................................................................... ........................... ................ ................................................ ..... ............. ............ ................. ............. ........... ............. .......................................................... ............ .............. .......... .............................. ...................................................................................................................................................................................................................................................................................... ................... .............I............................................................................................................................................................................................................. ............... oil 0 (Dow unt, if a ? n__ Lrl Y) G� o ori• `° a, x`11 e g u N � x 0. w u o O T J LL f f--- a L C O �w U a C c v•a n e o a n z ^ qv ' ` u c o n E 2 r' e c R~ V U r � o� v °oa c o JOB No: �"- VAT East Merton,Suite 100 93451 Phoenix, AHrano 65020 602-943-4116 - T Sheet No: PETERSON ENGINEERS Date: 10JUL 93 CONNUL11NO [NOINfER-11 INC. ,lab N0.93602 --• ---- Scale: SEE PLAN ALL CONCL'.PTS, DESIGNS, AND DATA INDICATED ON THESE DOCUMENTS ARE THE SOLE PROPERTY OF PETERSON ASS- Drawn: ACP 4 OCIATES ENGINEERS, INC. AND SHALL NOT DE USED FOR • ANY OTHER PURPOSE THAN ORIGINALLY INTENDED W/O Checked: GDR .,(I() SW i)AR-rmni ITH t TPFFT THE. EXPRESSED WRITTEN PERMISSION OF THE ENGINEER. 4,, nF 1N TUE JUN 15 16.54:46 1993, THLMAS H., 451-E4.DWG - ( � ( � � � l � � � � � � � I � � � l j �� ,4n.:�,..,,ra�._�,_.. . .. ....�. ��:-:aL 1'R4.`.fitll.... - .. :,. •su�+wxv,,... -.• �ll�rssrrn. r .. .-- * �, 1 er .naso IF THIS DOCIMEW IS LESS ITT� APRIL 28 994e LEGIBLE THAN THIS NOTATION IT IS Dt1E TO THE ;.y. Q1lAI,I TY OF No ole THE ORIGINAL DOCUMENT. --- -- -- -- ---- - - -- --�- dfi 8L il ZL ►S E fi I8 i 8i Bi Li 8t i ti[ i St I tTi 8 18 L 9 4 i�nue►►I►,llllll1,►►II,I;IIIII�II�TI►IIIIII I�IIII�►I ,I�II�IIT�II��l��ll►�Il�l ll►I�►I�I �I►I�lHi�l�l�u�llllll Ill��ullllll�ll►I IIII a 11►1�m[�l ,[ni �t�u!►►��I,�II�,i�►�l l�►�ull llllll��lllll�wll Il x � ■ ► Y) N In 00 rV Q UW W s PHOTOCELL p U 1 'It - - - me - Rt A( -1 AC-2 AC-5 AC -4 AC--E' AC-6 AC- 7 AC -3 -- 0 w qtt ROOF — _ O 0 O O OT_j_ W --- L- - -- - - Uf0 PENETRATION-- ------� -- -- -- - - -- - T- 0 � SLEEVE -- C (TYPICAL) - - T T C Ce &,7 DIr (Al A cr o --O OD D ■ BAY SEWS 016A SHALL_ BE MOUNTED IN THE RETURN AIR DUCT IN LEIU OF A ZONE SENSOR 0IN UNITS 2 3 ,4. SEE SHEET EM-3 FOR FURTHER cE c 5 q SPACE TEMPERATURE SENSOR. (3) N16 DETAILS.S MOUNT ON HORIZONTAL SINGLE GANG BOX IN 1/2" CONDUIT (OR MUD RING) TYPICAL OF 5. MOUNT WHERE SHOWN ON THE MECHANICAL DRAWINGS. I I Iii Z O Vf I i W _GTE: CC DO NOT RUN THIS COMMUNICATION LINK HIRE WITH ANY POWER WIRING. TYPICAL ROOFTOP AC UNIT CONTROL PANEL r---------------------------------------------- ---------� Ir-------------------------------------------•-- --� r-------, I I 1 wrII I 1 (rmmn »n_ SEE NOTE I I s L - I _ I I I I I I II -- 15 T DUCT MOUNTEDTEMPERATURE SENSOR I I I I �h5 IN BIRD AREA. I 1 rL I ' lei I I I - ------- -- I r----------- -- o_Nn.vinnaoaSlrlr-I r-'-I r1 JT rvnrV7tOnow��.- ��.-_ry q q P4 P5 THE UTILITY METIiR IS TO BE ORDERED I - -- o Nn�',onoo� I II I J1 rvnvn�onoo��_ ry LJ t� J4 JS WITH A SET OF KW' PULSE CONTACTS FOR C I 1 _n L_J L J L J L_J I 1 I I I I I I MONITORING BY THE ENERGY MANAGMENT I( ISWI '"� Neu 1 I I I I L1 SYSTEM. THE REQUIRED PULSE RATE IS BETWEEN 0.5 Hz AND 2.0 Hz. OPTIMUM I I I J2 P2 RATE IS 1 wi;l SE EVERY 2-4 SECONDS — —A_-- _ I I I Pe 71 3 3 - - AT PEAK Kw. I F T 1 1�1 I I I ` _ -I_L 2- lei! I L I I I _ 3/4" CONDUIT FROM EACH MECHANICAL CONTRACTOR SHALL CONTACT: I 1 ( 14,141 15151 ( I 1 L1 1-' o ^ VARIZONA TRA.'E - BAS DEPT. (1-602-258-9600) 1 I 33 is is I I 1 I I ( 7_ t 20/2a VAC RCF TO PANEL IP-1 WITH MIKE BEDNARZ OR JIM NELSON I I I IUJ -U C P 1 e 1 e 1 I I `-----...a I 1 ■ �I TRANSFORMER NUMBER OF CONDUCTORS SHOWN. FOR EQUIPMENT PRICING. I 1 - I o I� I ( 1 1 I ■ COMMUNICATIONS LINK - K W - I I Iia Iia 11 [SNS=r H�J 1 WIRE SHALL BE BELDON ( I 111 I 8760 STRANDED SHIELDED p7 J7 5 15I I 11;i,Tl 11tl 11e I I I I I WIRE TO BE TERMINATED IN CUT BACK AND I TAPE SHIELD l 1 1 l0�09 ie lie I I TCI I I 1 TRACER L TB-3 TERMINALS 1 5, 6 AND SHIELD. I I I A F I I I° lI0III; 202 NOTE: s 222 'IIsI ]I2' I TO ENABLE MR 41 3 OPERATION - OVE DIP SWITCH 1 3 3 2♦ 24 IIIII� I� 1 NUMBER I ON THE TCI TO THE 6 14 1 1 12121 f�--1 I�--1 L-1 J 1 I I a4 POSITION. 1 „ 10 N N I 1 O N I rJe Pe I I I 1 FOR SMOKE DETECTOR SHUTDOWN, 120 VAC N a N1a 4 ,�14 I I • • 11TH I THE SMOKE. D!'.TECTOR CONTACTS DEDICATED --- - I M 0 C M 0 MUST BE OPFN FOR APPROXIMATELY CIRCUIT 120 VAC * * * I I L _•J L!_•J lila 1 1 I I I RCP 1,2,3 ARE I I _ 1 50 SECONDS. WITH - `- BY -- BY BY 12 X 12 INCH ENCLOSURES 1 L------------,- L4_L4J 0 O I44 GROUND n �P-1A 1 PANEL RCP PANEL RCP PANEL RCP MOUNTED NEAR THEIR RESPECTIVE 1 ( -'------- C TB-3 GA BREAKER PANELS - ABOVE CEILING. I I I F- r I TRACER-L 13,14• 1 2 3 I 1 I G.0 SHD q INTERFACE i II I w 1 1 v II L I I I PANEL #1A I ` JJ I ( L- �.TAPE�1IELD. I I 1 O ENERGY -��- MANAGEMENT 1/2" EMT ----... I --rJ------------------0--- —414-- -► SYS TEV, 1B-2 I p 15,16 iz IP-- 18 �- I � SHOD (2)_3/4., FA VA CA -----------------------------t F- •--�,•��---------------------� I inCONDUIT ..0 I I 1111 I �'TO TELEPHONE INTERFACE r------�-----� I I 1111 MODEM � NIPPLES 1 LINE RECEPTICAL _j PANEL #113 HX `/1l X LJ,2 j 1 I I 1111 D ------- -- _. A PIT I I I 11 I I I 19" X 15" x 6" 1 LJEM n1-1 I I I �1J1j11 SEE SHEET EM-2 2 12 I FIELD MOUNTTD AND 'WIRED I F 1 3 3 1 4L.�-- MAINTAIN POLARITY THROUGHOUT 1 1 FOR N OF CIRCUITS 1---ON AC UNITS 2 AND 3 ONLY. 1 LQ�J SWC 14 14 I 1 1 1 1 1 11 DOWI COMM NOT RUN WITH ANY POWER RING. 1 1 - I FQ]� SW2 17171 1 I I 1111 I I e 1 e 1 I DUCT MOUNTED SMOKE I I 1 1 1 1 I P12 J2 I 0 (9 1 DETECTOR - NORMALLY I I 11 NEXT AC UNIT --- ------ � - -- -- ------------ -- .. - ---- - I .- I r �� 10 10 1 CLOSED DRY CONTACTS. I 1 11 I 1 1 SPACE TEMP -� --- SYMBOLS LEGEND -- I I L2L2J liiliil I r - _----J I IIL�=--- �i-2 SEHSOR I FIRE ALARM 1 I 1131131 1 r---— -� MOUNT WHERE SHOWN CONTACTS A 1 C 1 I TEMPERATURE PROBE L1Iii 4J 1 _ 11 ON THE MECHANICAL L O O-2. 8 GUAGE BELDON 8760. _ RA TEMP I PREVIOUS AC UNIT 1�- - 1•--�J3_21 DRAWINGS i ■ ■ HA LA I C _ __ NORMALLY OPcN (i)-3C 18 GUAGE iJ4=3� L�-iJ i I L ' , 1 _ _ �'-' r a __a = CLOSE UPON ALARM G (t)--2c 18 GUAGE �-) 1 - TB1-2 (1)-4C 2.2 GUAGE (SENSOR MOUNTED ON vERTICAL SINGLE GANG BOX.) L- _ I L��i J5 P15 I E 7 T_ J 1 1 (3) N16 IN 1/2" CONDUIT I L 4\ 1 '--1--►LRH o RA RH 12� 1 I 1 1 1 S I I I FOR AC-1 ONLY, I USE ON UNITS WITH RETURN AIR --^--- ---.- ------ OA RH 14 14 I LI I 11 TO TRACER 100 I 1 TEMPERATURE SENSORS W LIEU I 1 ��\,` `•.,� FIRE ALARM PHOTOCELL - SUPPLIED BY ARIZONA TRANE - MOUNT ON ROOF, FAC" NORTH, I 1 F—- J10 +LLLJJJ 1 e I s 1 1 1 1 _ _,B3_5 I 1 0; SPACE SENSORS I �� ( 1 -TBS-6 TEMPERATURE PROBE I PANEL PROVIDED I r-I=-1-- -1 I 17 I I 1 -sIIIELD I 1 __ ` Kw UTILITY METER WITH Kw PULSE CONTACTS. ELECTRICAL CONTRACTOR TO SUPPLY - ��-- LRH _-J I ue�e� I BY OTHERS L - - -- SPACE - RETURN AIR SENSOR INFORMATION ON PULSE METER TO ARIZONA TRANE. L----------_.J 1 �•- MOUNT IN RETURN AIR DUCT 1 / DUCT MOUNTED SMOKE DETECTOR. PROVIDED AND WIRED BY ELECTRICAL CONTRACTOR, 1 INSIDE AC UNIT MOUNTED BY MECHANICAL CONTRACTOR, WIRED TO AC UNIT CONTROLLER FOR LOCAL UNIT ECONOMIZER MODULE L__ ________ - J SHUTDOWN. (TYPICAL OF 7),® ECONOMIZER RETURN AIR FACTORY INSTALLED IN AC UNIT \ TEMPERATURE SENSOR MOUNTED IN AC UNIT RETURN AIR; USED INSTEAD OF SPACE TEMP SENSOR. MOUNT IN ECONOMIZER SECTION. UMTS 2, !, k 4 TEMPERATURE SENSOR. (TYPICAL OF 3). RETURN AIR OF AC UNIT NEXT TO SPACE-RETURN ■ . Q SPACE TEMPERATURE SENSOR, MOUII fED WHERE SHOWN ON DRAWINGS. AIR SENSOR' -AC UNIT RE'URN AIR RH NOTE: "7 I AC-N ROOF MOUNTED AC UNIT WITH FACTORY MOUNTED CONTROLLER, SENSOR. MOJNr IN RETURN - - - _ --- -''--------- - - -•- - - - -- - L o E AIR OF AC UNIT. 1. UCP, UEM AND TCI ARE FACTORY INS1•ALL.ED, ALL OTHER SENSORS AND WIRING, SHOWN ABOVE ARE FIELD MOUNTED o --AC UNIT OUTDOOR AIR RH AND WIRED BY THE ELECTRICAL_ CONTRACTOR. W n E a SENSOR. MOUNT IN OUTSIDE • ` AIR HOOD OF AC UNIT. % REFER TO THE ECONOMIZER �C o ° INSTALLAY10N MANUAL W �n- ------- MOUNTING WITH UNIT FOR MOUNTIN0 8 - - --"-'�__- ---- - � G LOCATIONS AND -- ---- - WRING DETAILS. 2 „t, NOTES FOR THE ELECTRICAL CONTRACTOR C • T ti C D VU O ^j 1. ALL EMS EQUIPMENT SHALL BE PURCHASED BY MECHANICAL_ CCIuTRACTUR FROM ARIZONA TRANE, (NO 8. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MOUNT AND WIRE ALL ENERGY MANAGEMENT EQUIPMENT AS PER u� a EXCEPTIONS). CONTACT ARIZONA TRANE, BUILDING AUTOMATION DEPARTMENT, FOR PRICING (602-258-9600). DRAWINGS. `o `o MIKE BEDNART. A 9. ALL EMS TERMINATIONS SHALL BE DONE HY ELECTRICAL CONTRACTOR AS SHOWN. SO'S o 2. ELECTRICAL CONTRACTOR IS REPONSIBLE FOR SUPPLYING ALL CONDUIT, WIRE, PULL BOXES, AND JUNCTION ., • o BOXES REQUIRED MPLETE INSTALLATION. 10. ELECTRICAL CONTRACTOR SHALL LABEL ALL WIRES AND CABLES ON BOTH ENDS AS SHOWN ON PLANS. ua E ., 2„ 3. ALL. WORK _.HALL CONFORM WITH THE LOCAL, STATE AND NATIONAL ELECTRICAL CODES. ELECTRICAL 11. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A TRUE EARTH GROUND TO ALL EMS EQUIPMENT CONTRACTOR SHALL PAY FOR ALL INSPECTIONS AND PERMITS. A5 SHOWN ON THESE DRAWINGS. U G c5 C 2 T 4 WHEN LOCAL CODES PERMIT, WIRING SHALL BE RUN OPEN, SECURED AT REGULAR INTERVALS. 12 INTERFACE AND CONTACTOR PANELS ARE PRE-ASSEMBLED AND PRE-WIRED BY ARIZONA TRANE. � PG ' 0 U 5 ALL WIRING AND/OR CONDUIT SHALL BE CONCEALED UNLESS OTHERWISE SHOWN. 13. ELECTRICAL CONTRACT )R SHALL CONTACT ARIZONA TRANE, BUILDING AUTOMATION DEPARTMENT, FOR ANY LU c E V H o u a QUESTIONS ON EMS SYSTEM DRAWINGS OR INSTALLATION. (602-258-9600), JOHN HORN OR MIKE BEDNARZ. z ^ v a� 6. ELECTRICAL_ CONTRACTOR SHALL FURNISH ALL POWER WIRING TC EMS EQUIPMENT. Wa id. WHEN THE ELCCTRICAL CONTRACTOR HAS COMPLETED INSTALLATION OF THE EMS SYSTEM, THEY SHALL BE ■ 7. ALL POWER WIRING SHALL BE FIRST GRADE COPPER WITH 600 VOLT INSULATION AND SHALL BE 14 GUAGE RESPONSIBLE FOR COORDINATION WITH ARIZONA TRANE, BUILDING AUTOMATION DEPARTMENT, TO ESTABLISH `�,�„ THWN. START-UP DATE FOR EMS SYSTEM. (602-258-9600), JOHN HORN OR MIKE BEDNARZ. �^�I�i/� Job No: 15. TEMPERATURE SENSOR TO BE MOUNTEDBuilding Automation IN EXHAUST AIR DUCT TO EF-5 ABOVE BIRD AREA. Systems Division 93451 ( 5 PROJECT MANAGER JOHN D HORN _1r ARIZONA TRANE (602) 258-9600 _ •��-----� AZ TRANE VEE:-3 Date: _ 10 IDL 93 Sheet No W ])AN-.T MOLL i H STREET ScOle: 46 C1F" 48 SEE PLAN Drawn: Ati:P EM - 1 Checked — TUE JU4 15 13:42:25 199.5, THOMAS H., 451-EMI.DWG IF THIS DOCUMENT IS LESS r -T l I l III L I I V I I I �I I I I I 1 1 1 1 1 T f i l l I i l i l l l III 1 1 T I L I I I I I I I I I I I I I I I I I I I ! III"I I'1 1 1 1 1 1 1 1 1 1 1 1 1 111 V I I ' I � I � III I � I I � L ISI I � 1 � f ISI I � ISI I ( 1 lei I � I � III � I ISI I � If ISI III I I II -, APFZII-.. -t3 1994 IT �.--- 1 I Z 1- =1--- I—=L- I �' I 7 ! S _9_. l0l-- -- 11 1 �. 1 LEGIBLE THAN THIS NUTATION, IS DUE TO THE QUALITY 0, .34 THE ORIGINAL DOCUMENT. - -_ - -_- _ l I �N �x� ILII Ell IIIIIIIII ILII ILII IIIIIIIII IIIIIIIIIIIIII ILII Ilfl IIIIIIIII ILII IIIIIIIII IIIIIIIIIIIII! IIII�IIII ILII ILII ILII ILII ILII ILII,TIIIIIIQ IIII�lllllllllillll IIII�IIII lllllllll 1111111ll til llll illi illi lllllllll L 1 111 I1i19 llllllll 11 Il TIL ILlllllllllll �IIIIINiII � h P OTOCELLA TEMP SENSOR IN TO PANEL LA (10 COND) (�-) ON ROOF OuC' TO EF--S --ice (5 CIRCUITS) W ASO BIRO AREA 120/24 VAC � t F� _ 10 PANEL HA (34 CONO) 2 p --� (1i CICCUITSJ r , 2S0 VA (2) pe V TRANSFORMER W R U it it CONNECT TO L H E RCP – 1 �- 24 VAC CONNECT TO IC T p t0 T8-• / O I TERWNALS ) 120 VAC / 2 `` r rE0 VA 5 (3) /t6 TO PANEL 1P-18 TB-3 ~ c) 4 P A �J E_ L_ IP -- 1A DETAIL_ � o _ o Z � — �------------------------ r -r ---- ----------------------- -4 ------------ -------- -------------- --- Q 1 I - , r---------- r--I--1---------- --^---- r-• •-- -_-------'-1'------ --'+ r-- --I----------1---_-------� I 1 1 1 I 1 M i '°� .0 , 1 IOL ^ O I ,� IFA-3 IFA I 1 I it * 1 i Ii - S 1 I� Z I I Z 1� t , O _.I z _. u ,Q _ _ o 1 I U h; I o CZ i C� _��- --j- FA- -- (��-T-� i--�7�_� OI A- 0 1 — ry I 1 1 T I I I U I I I ul 1j 1 - 0 0 o C7 :� I FA-11 FA-11 01 ; 1�Jr 0 SPARE I 1 j ' I NOTEf---j -----------------------� ---------------- ------------� r--------------------] I MOUNT IP-IA ABOVE (� 1 ' ' I PANEL IP-19. CONNECT I I 1 ; OATH 2 3/4` NIPPLES WPM I SPARE CONNECT COILED UP WARES - 1 IA' IP-IA TO TERMINALS (, 1 1 11 1 , (J I I i-------- i----- ---------I - ' ----- ; IN IP-`IO AS SHOWN VAX SPARE = 1 I 11 2 =r o i."1, 1 I 3 1 I I I I 1 I I I 1 AU, CONTACTS SHALL ( 4 G I O O�J L_ BE TERMINATED O TCM t • 2 — v `,�/ 1 ! Ta - 3 AS FOLLOWS i O 0 } I } i M - TCM-I TB-3 , 6 ' I 1 O N - TCM-2 T8-3 1 lY� 1 ; 0 - TCM-2 T8-3 Z 1- P - TCM-2 T6-3 3 < I I 0 - TCM-2 18-3 4 1 (� 0 ; } 1 I i R - TCM-2 TB-3 5 — _JV ! �_.� I S - TCM-2 T3-3 6 I , 0 I I C] CCa I C= r J 1 C7> C� I _ - - N !. r .,.JI411 IDI�^♦ L } E�- , - ; - - PANEL F A <- . .��h } I A I �� - I LIGHTING CONTROL ■ CROUP CIRCUITS AREA SERVED RELAY 3,5,7,9 FISH AREA,5'1" t I I 1 11 rISH AREA/`,T'. , d ; I 1 I 1 1 1 I I 1 L--------------------- -------------- -----t--------------------- ----------- --------------- i RCP - 2 P - ---.-- ---- ' --- ----- -------------- -------------------+-----------------•------------ } __ _ C 2 - -1-- -�- I I 1 .+ TOP RCP 3 TO PANEL IP-18 ® Tt PANEL IP-18 PANEL IP - 1E3 DETAIL TT, 1 t 24 1 TB-2 } TB-4 TB-5 TB-6 TB- VA-1 VA-1 c WAC COM 1 00000 1 000 00000 fi 0000-- f40 V 0 1 liQ - -Q - 1 C ►---1-+--------- --- ---}-t-�- ------- -- ---- ------ ----------&-J ---4,`I--c:.I� 1.. - -___- I ' I ..I ------ - ----- - - I I -- --- ------ ------------------------------ �_ - --_ =Z-- :: ----......___J , 1 , 1 } - -------------------------------------- ---- ----- ---t-J I VA-1 VA-9 �. - - --- - ----- -- 7i I I ------------------------------- ----- ----------I---____.---.._.. I , -_.._...__-___• ------- ------ - I 1 AR 1 1 I I ; GA-2e _._ GA-26 r- -�r- - - -� r---,r-- , II lei I I It I NOTE: RI - WAREHOUSE STOCI(INO / FISH AREA LIGHTS R2 - WAREHOUSE DAY-CUSTOMER LIGHTS, 1 I I I I Ira ,1,7u ,m r"0 WHEN "ON" LIGHT IS OFF, --�=_-- , ' 1 I R3 - BUILDING EXTERIOR LIGHTS, VA-18 VA-10 �ON THE OVERRIDE RELAY) R• - GROOMERS AREA LIGHTS _ - a HE TIGHTS ARF ON, R5 - VET AREA LIGHTS i — I rqt q0 q�� q�e q�l � �nn� • f a�� f qe� f qa� �o� qt, , WHEN ON' LIGHT IS ON, I 1,1.1 I.!.! �jA� �jAJ j1)J �s`I i•e-,� / RG - FRONT SIGN LIGHTS. O O _ 0 I I I 1 I O ®® O Q !m �l !4! Q �O Q !� Q �tQllt. 111 Q I®®� Q I�t�l Q Q }ON THE OVEQRIUE RELAY) R7 - EXHAUST FAN-1 YA-10 a ca CILcn ca w.c%c .c„cw Ca W, r ca _-� cw cti w _.cn w HE LIGHTS ARE OFF. RB - SPARE I I I I I I PVT RRIDC R9 - GROOMERS AREA SIGN LIGHTS. I I 1 V I _ MI I2 RIO- VET AREA SIGN LIGHTS, I I I t 1 I I OO 010 O 00_0 010 O_ U RII - SPARE VA-22 VA-22 I Q?— 1 I -___-----'-----------------.._-_______ I l R12- CANOPY LIGHTS. -----------� O 1 I I I 1 L------------------------__-_--_---_-_-----� 1 J `� I ■ ■ ----------- QA-20 L----------------------------------------------T I ----,�I I I U 1 1 1 l____________J 111 I I L--------------------------------------------------- 1 1 1 -------------TTI L-----------------------------------------__-----------, IIIWfl - I I ; ----------------ll} 1}I `------ -------------------------------------------------- " III I �= - -zz � �— � } 1 I I I ------------------------------------------------------------------'�7T�T1 _�_J I I 111111 111111 GA-24 I L I I I TTI'+-1+ T- --------- TCM ------- ------------ ---------------------------------------------- I IIII I Iy- I F----------' 1 IIIII � 1 F , __ ---I I I I I --- v TCM- 1 � ��I �,I rcM -� 1111 .. PANEL VA - a3 y ' i }iiiiii I I HIM 5 _ 1 v } ' UGH IINt; CONTROL TO PANEL IP-19 I I I II 1 IIIIII I I I I CROUP CIRCUITS AREA SERVED RELAY T/-O I I I I III 1}I I I / IIIII I I I 1 I TM I O 7u I(I I I I I I r3- ( 1 fs3 1 1 1 1 I I I 1111111 I \�.!!V! IIIIII :, T,t 5 WET AREA S 1,0 3+vnc 19 1 IIII 1 1 1 I 0 u v.c / B 1 I t l t e 8 1Ftjn,22 VET SIGN e ID t 111 I I I I L'� - 'lea] � ' m ,030 C0 \ CO . - 1 vut Z 5~ E ---- ----------------------------------------- IIIIII �_ i i i i i I 111111 ----- . . .---------------------------------- -t I en ; IIIIII me I I ; ; ; ;; PANEL ;-�; E 0 , IIIIII F 1tyf I 1111, f ' ANf- L HA r" n, tl ' I E 191 I _✓IIIII ❑ I IIII, ` a- (9 ,0 ') , IIIII „ROUP CIRCUITS AREA SERVED RELAY IIIII B IIIII LIGHTING CON TROL I _ , n 6i + --✓ IIII o ill:I I n CONTROL r , as . a e 0 1 I I I m e J IIII LIGHTING 4 26,28 GROOMERS AREA o v �- n o•- I G , _ ___� i O CROUP CIRCUITS AREA SERVED RELAY `a c I c' 0 e J I I I 9 20.22.24 SIGNAGE o o n III 61 ° J I I; 1 2,6,7,9 WAREHOUSE STOCKING t ✓,c B ° ! I I TH a e E7 1 - III 2 y,3 4'S WAREHOUSE DAY7 WAREHOUSE CKING "o v` - , VA- T1 O 'dto I- -----•' I I - n°nw O a + ,° ' - --J I I o _ - [:a r. v J I I 2 11,15 WAREHOUSE DAY 2 Z 5 n 0 u gn J I I r__.__.__ 0 d I (33' 0 - a 0 B 17 O l i i f-- - 2 0 n 0 I I 3 19 BLDG EXTERIOR 3 n t h----j F- 0 IaI 0 �'3 - -----•' I I ; d� 0 T! a 0F �° I -----=j 1 u« L--�-�-r --E] 0 ,� J , _ 2 21 CANOPY LIGHTS 12 v I I O° 0C n O 9�°01 I I I V° 0 e, O �1 I ^ n-c 4 El I I LI 0 o t9 t+ 1 I LEGEND. o O'°CTf .. n u I I 09 0 °, O gn -^ -' I ; 0� 0 Q O m1°CFJ ----- J _--_-- FIELD WIRING BY ELECTRICAL CONTRACTOR o ' `v I I I o 17 1 FACTORY WIRING I I ❑° 0 u O o 1 0 0 I I �° 0 : ,a O ee @ to O E a I I I I I I E 1 1 .. o I � ,. o � dM- I I K5 O I I ee O c I kaka ee 0 I ; I ee 0 ' ^ S PANEL LA a-� ci I I I I I I NOTES � c.S nr I I � I I I �---------------------------------------------------------- -'---- F--� _ � u W on � ----------------- ------------ CONTROL O PANEL AND CONPONENTS ARL FURNISHED 9Y THE TRANE COMPANY, v v ? L - - _ GROUP G CIRCUITS AREA SERVED RELAY `o u Q ALL WIRING AND TERMINATIONS SHOWN ARE BY THE ELECTRICAL COIITRACTOR. ■ W ■ 5 25.2 7.29.31 FRONT/SIGN 6 � 1 40 EMP. BRK RM 1 0a ALL LOW VOLTAGE WIRING EXTERNAL TO THE ENCLOSURE MAY BE OPEN CABLE d 3 2 13 FUTURE NUT CTR 2 (PLENUM CABLE WHEN REQUIRED) IF LOCAL CODES PERMIT. 7 Job No: Building Alltomation 93451 TRACER-L 5 EXHAUST FAN-1 x Oi ALL COMPONENTS SHOWN EXTERNAL TO THE ENCLOSURE ARE MOUNTED AND WIRED Systems Division TB-3 BY THE ELECTRICAL CONTRACTOR. 5,6,SHIEI D PROJECT MANAGER JOHN D HORN ARIZONA TRANE (602) 258-9600 ____ AZ TRANE VER-3 Date: 10 JUL 93 Sheet No, Scale: SEE PLAN � _ 15(10 SLIT DAPIMOLYTH STFEET _ Drawn: ACF 2 47 4F 4E3 Checked: _ TUE JPA 15 13:44:15 1993, THOMAS H., 451--EM2.DWO IF THI4 II � II1 ISI II'� II I , � 4 � � � � ► I � tII � ► �s I i ( ,� III II8 Iii - �M�-, m �- ,; LEG]BIE THANMI'tiI.�INOTATION,. ��r I r I I I I I I�I I I I I I lil I I I III I f 1 r 1 I i i I'I I I I i f I i I I I I I I I I I I I I I III I I I I I Ili li � I � it I I I �IIIhII' /�p}gIL 28 1994 t i ' ----__.-�—�__� �_—_-- _ � fJ - 1 IT IS DUE TO THE QUAI,ITY OF 1-----�— No 3e aj•-' -- ,. THE ORIGINAL DOCUMENT. ---T — -- - -- -- - 777------��-- — 0�£ W� 9 L LI7 8 L 111111111"1'1111121111111111 L 1' L I L L 8 I 0 11 Fmll, 8 I I 61l E i LrI 11 I ��8 8 L I I 4 ti �S �I� L i 31°uq I II,I IIII IIII IIII IIII IIII IIII IIII IIlI IIII IIII IIII Illi IIII1IIII IIII1IIII IIII IIII IIII1IIII III! IIII�IIII�IIII IIII IIIIIII lilt II IIII1IIII ilil�II►I IIII�IIII IIII�IuIIIW�llU l l Illi illi 111 lIIllIIQ lllllll Ill IIII IIIIINIII r ��.:� +�svrwr ais+i�e� v .ti••■IS �,�—i•t1�•. .��w. w • ��i our�a�� , Z C14 OJ N Va W W _j N FEE DETAIL BELOW T FOR UEM TERMINATIONS YPICAL WIRIN3 DETAIL FOR RTU'S 2 & 3 TYP,CAI_ WIRING DETAIL. FOR RTU 4, TYPICAL WIRING DETAIL- FOR RTU'S 1,5,6,7,8. ON ALL UNITS. •- 2oU / -T- - --- --- - -T - - - - - - - - - I- - - T ---- ------- �- - - --- --T-- ------- -I - - - � © O TEST - 1 - Q� O TEST - 1 r-- ----- - - ---- - - -- - - ------ T --- - - - -- -- - -I - - --I _ I I / I GAS I I I / I GAS I I I r— / GAS I _ � g TEST - 2 � _ - - - TEST - 2 _ ` _ _ © Q8 TEST - 2 Q °� I HCATER J- - - - -- - - -- 1 I I c � 1 HEATER ----- - - - - - 1� I / I c� - -1 HEATER -- -- ---- - - i� / \O\ I SECTION I I I / 1 X00\ C I SECTION ! / U / I I I \O\ I SECTION I Ir- UEM I \p\ I UCM BOARD I © g 1 // 1 \O\ �� \ I I i1CM BOARD 1 8 1 / \O\ I 1 I UCM 60ARn I 1 (� F _ I \O\ ® UEV \O\ I /UEM I \O\ 1 _ J I r --- — � / I I O` I S.A. SENSOR I I TO BOARD I 8 1 // r - -1 ! O I \ __J I i ---i I 8 I .( I \ /r - I \p\ I J 1 r - --� I 8 1 W (A 01 / 1 \ O\ T' I I g g I I I I \ O \S.A. SENSOR I j TCI BOARD I g I / \O\ I I TCI 60ARD Q g \ \ \ / I i i I / \ \ I I / I I I p �s.A. sENSD1T ' I I 14y I J \ �t 1 I I - - - © ® , / I I I O\ \ _ / I , I I r --- � 10 @ , / I I I%\ \0\ \\ , I I I I - - - I �� \o/\, --- � L-- / L - - - J L - - J t ' / \�� I MOVE S.A. 1 I / 1 / \O\• I I I I /� O I / LJ / , \J\ 1 I / / C3` MOvt �.A. / \C� MOVE S.A / \O\ SENSOR TG I /1 \0\ SENSOR TO I 1 / 1 / \p\ I I I r a 1 I / I \O\ I 1 / / SENSOR TO z \p THIS POINT. / �./ \O THIS POIN1. / I / \O\ THIS POINT. I I _ �� I NOTE 1 I ROOF LINE - L ------ - - - - 1 c% N&I I NOTE I I I // �Oa I I 1 ® r 1 1 -- - -- - - - - - - - 1 �J 1 NOTE I Y Cr OUTSIDE AIR HUMIDISTAT. L - -- - - } ---- -- - --- - - - - - LZ _i-_.__-��-- - - -- -- - - - ----- - - ------- ---- - -- U L -r-_-- _ - - - - - -�- ---- -- - - � - - --- - - - --- - - - J .- I I in FOR TO BOARD TERMINATIONS SEE DETAIL BELOW. I I I / FOR TO BOARD TERMINATIJNS SEE DETAIL BELOW. I / n 11 FOR TO BOARD T �MINATIONS SEE DETAIL BELOW. I 1 1 �J I / I I I I q I / I I I // • . I 1 1 I ( II I I O I ( II I I I 11 I I 1 1 I I 1 I I I I I 141 1 1 1 1 141 I I I I I 1 II I I I I11` I I I I I I I 1 1 I I I 21` I 1 4 METAL STRIP WILL BE PROVIDED BY ARIZONA TRANE. - 1 1 I TO BE MOUNTED BY MECHANICAL CONTRACTOR, TO 1 I 21� I I I 1 I I 1 ----t_I IJ3 1 1 POSITION SENSORS DOWN IN RETURN AIR DUCT OF I I 1 I I I AQ I 1 WIRE SHALL BE BELDON 816,0 TYPICAL FOR ALL UNITS. I 1 I I I 1 L J I I CONCENTRIC DIFFUSER. ! 1 L I I I I I I I I I I 1 1 1 I I I I I I I 1 1 1 I I I I I I 1 1 1 1 1 1 N I I 1 - RETURN AIR SENSOR I I Z I I I I I 2 - ZONE: TEMP SENSOR MOUNTEL IN RETURN IO AR I I 2 - ZONE TEMP SENSOR MOUNTED IN RETURN AIR I 1 I I I ' I I I 1 3 - RETURN AIR HUMIDISTATi L.` I I 1 1 I I 4 - METAL STRIP WILL BE PROVIDED BY AF IZONA TRANE. I I I I I I 1 I TO BE MOUNTED BY MECHANICAL CONI,iACTOR, TO I I I IIce I I I I 1 1 1 POSITION SENSORS DOWN IN RETURN AIR DUCT OF I I I I I I I I CONCENTRIC DIFFUSER. I I I I I I I I I I I I 3 WIRE T'sTAr WIRE II I 1 1 I I I I II I I TO ROOM T'STAT. i I I I I I I I I I 1 I I I I I I I i I I I I Iy ~ I I I I I I I I < O I TYPICAL ROOFTOP AC UNIT CONTROL PANEL d ME r S2 weunean+nn� ION ELECTRICAL NOTES NOTE 0 SUPPLY AIR (S.A.) SENSORS ARE SHIPPED WITH THE UNITS, MOUNTED IN A GROMMET NEAR THE FAN INTAKE. THEY o.Nn+n nnom MUST BE MOVED TO SENSE THE SUPPLY AIR I_CAVING THE PI «nn+nlonoa....�� - nnP P3 UNIT. TO DO 1HIS, DRILL A HOLE IN THE LOWER PORTION J' - onNn+•I Oh OP LJIII II OF THE WALL BETWEEN THE FAN AND HEATER SECTION. nn+n�e�•w� 111E J4 J6 SWI SW2 FUSED RELOCATE THE GROMMET AND SENSOR TO 1HIS NEW C LOCATION. 0CLO J2 P2 Pe Je - 7 71I 2 2 -2--- O e e l 3 3 _ 1 ---- 5 5 4 4 4 4 s s T J e e i 2 U C P e e1kz O 2 --- P Y 0 t0 t0 -- 11 112 12 1 It iStt� II TR11 13 13 14 14 / 7 P7 J1 15 15 TT 11 11 16 1e y e to 1e e e to to 0 11+. F1C �P�i9_�1] o 7 7 20 't0 -- __—_.--_.� ._-__.._._..---.--_-- --- --- NOTE: IT S 71 21 [:.. 5 5 22 22 TO ENABLE SMOKE DETECTOR ♦ 4 23123 OPERATION - MOVE OIPSWITCH J J NUMBER 1 ON THE TO TO THE 2 2 O N N rO J6 P6 ON POSITION. M 0 C 0 1 1 M THE SMOE DETECTOR OFOR SMOKE DETECTOR UTDO, • • —� 2 2 MUST BE OPEN FOR APPROXIMATELY J J I • I • 50 SECONDS. 4 4 0 SPIJCf AND TAPE SHIELD. C) \ fY� \I 1 i 'T��_ s ern 22 V If t rn .rn i. POi Nl u' J1 Jt P11 UEM I I 2 2 MAINTAIN POLARITY THROUGHOL.'T FIELD MOUIITED AND 1NRED I I SIY1 4 4 COMM LINK. ON AC UNITS 2 AND J ONLY. L=J 5 5 DO NOT RUN WITH ANY COWER WRING. • 6 e SW2 7 7 v o B B DUCT MOlIN1T.D SM"X(E P12 J2 9 o DETECTOR - NORMAl1Y NEXT AC UNIT Z « o•� 10 10 CLOSED DRY CONTACTS, 0 SPACE TEMP 2 2 12 II �- -- TBI-2 13 SENSOR n c A 13 13 MOUNT WHERE SHOWN u TEMPERATURE PROBE 14 14 ONTHE MECHANICAL- DRa o u J3-2 RA TEMP PREVIOUS AC UNIT o - JJ-1 Je-1 --- TBI-t _ r n Je 2 TB1'2 2 2 ou F=3 11 J —J { $8 V J4 2 J5 P15 - - I I I V a r•1 1 1 ______ _--1 4 =2 + RA RH3 3 r - FOR AC-1 ONLY. I USE ON UN115 PATH RETURN AIRTEMPERATURC SENSORS INLIEUOA RH 4 4 I I TO TRACER 100 I I 5 5 L _ _ _ _ OF SPACE SENSORS. 8 6 I L --- TTBJ B I I I VU f: TEMPERATURE PROBE �,J1 v - —-- -- —C RN + —__ B 6 7 7I SHIELD I I I-_—��_J I o r3 L________ J I SPACE - RETURN AIR SENSOR MOUNT IN RETURN All' DUCT 1INSIDE AC UNIT 1 E0 CL Ut 111` ECONOMIZER MODULE -ECONOMIZER RETURN AIR FACTORY INSTALLED IN AC UNIT UNITS 2, J, k 4 S o 5 TEMP SENSOR. MOUNT IN ECONOMIZER SECTION. „^ o RETURN AIR OF AC UNIT CE- NEXT TURN « 0 0 AIR SENSOR. NOTE: o.° SEU -SE UNIT RETURN AIR RH _ • A 0 „ SENSOR, MOUNT IN RETURN 3 0 AIR OF AC UNIT. 1. '.ICP, UEM AND TO ARE FACTORY INSTALLED, ALL OTHER SENSORS AND WIRING SHOWN ABOVE ARE FIELD MOUNTED 6 „=. --- -Ac UNIT OUTDOOR AIR RH AND WIRED BY THE ELECTRICAL CONTRACTOR. Buildinq Automation z .o SENSOR. MOUNT IN OUTSIDE Systems Division W ■ AIR HOOD OF AC UNIT. REFER TO THE ECONOMIZER Job No: INSTALLATION MANUAL. AZ TRANE VER--3 93451 PROVIDED WITH UNIT FOR MOUNTING LOCATIONS AND PARING DETAILS, Date: 10 JUL 93 Sheet No: Scale: SEE PACP r- -- M3 JO 541 DAF'TMULITH SIPEET --- --- ' 4F f'1F 4f1 Drawn: Checked: olllllllllllllt 0 ■ TLE JUN 15 13:46:27 199! THOMAS H., 451-CM3.DWG IF THIS DOCUMENT IS LESS -qt III 111 1111 III III IIlVIII III III I I ITT T7TjT"rf i� IIIf f�l I I I�I IIIII�IjTr �I III III I I III III I�I III III III I�I I I I�IIIII'I�I III II�I�I IIIIIIIIII�I VIII I ' 1 w APRIL 2t3 LEGIBLE THAN THIS NOTATION, l I I I ',»� I I ' 14� I- I� I I I G I-- I - I �1�I,I I S I -I I I �U - 11 - 1 199 4 I IT IS DUE TO THE QUALITY OF Note ql•��-- I THF. ORIGINAL DOCUMENT. �111t,_1111&11117111111111 "9111111111 31111111111-i-11-11 T �86�[ fiILIIIII IIII�IIII�IIIIII�IIII IIII�IIIIIIIII ill I1IIIIIII II IIII1►IIIIIIII��III IIIIII�IIIII�>llilJlllull�Ull�llilll�llllllllll Ilii lf��Ililll11111��I�II IIII�NII ` ;`