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11680 SW PACIFIC HIGHWAY-3 mm #D o..... I B 3 ___ `• Y.r •iM.,•.iN a .+gY'r•NM'+-'Wa/•.M•r .1 y . +r QD Yew s I i yvi!- Q -moo J I —• xW � o 7 Vt w .. r P' PENIN °D ROOF--VIEW, " GAM-LUCK ROOF - MAX. UNIFORM UVE LOAD; 10 LBS. PER SO. FT. 24 �A N .— ." DM E L:t717=)LA T�10 N 01 (8Qw) _ 40 ' _ U�j _ — 12 -Vi e2 1r `�- NSFrDM Y-- 9 , 51 9 BTU H OU R . NO PRODUCT LOAD INCLUDED@01 4-r _ xa ; TONS;� SPCIFICAFREEZER E 1 ._... _ 3 1 /2" KK, NSF, GLASS 1 URETHANE, FREEZER SIV/ FLOM ' DOORS AL.L DOORS WITH INSIDE SAFETY RELEASE - gone NO. SIZE TYPE HARDWARE F1NISK EXT./m OPTIONS 44 wid' -- _ x 4 vIe 1 30" X 76" FLUSH STD EXT: WHITE MARMITE 6 VSNUBBER ,— — INT: S--ALUM.032 MAG-GASKET — _- virw 4 -0 '/b 6' CAM- LOCK ROOF ANn FLO3� (48 PLAN r FLOOR FINISH 16--GA-•GALV _ TONY MODEL NO 101 REACH IN QOOR, 24" x 67", PLAIN SILVER FINISH, SUMLINE - NOTE �-., 1 ANTI ITE MARI.ITE FlhISH� NO LIGHTS OR SHELVES = HANDEL DOOR TO BE 501,.IC� WITH WH — HEATED DOOR AND FRAME. PLEASE MARIA ONE BOX FOR ACTION. 23 LINT 2 1/21* ALUMINUM COVE RASE — SIGN AND DATE. RETURN TO KAL T MANUFACTURING AS SOON AS POSSIBLE — SO WE CAN PROCESS YOUR ORDER. 13 APPROVED AS DRAWN '� _ -- HEATER CAEU A TNiMOSTAT NQ, SIDES 1 );APPROVED WITH CHANGES 1 THERMoMETEM MOUNTED DIAL; 2 — . . ESUE3MIT FOR APPROVAL . PS-5 w UBBEL • 1 PILOT UGH T(S) & SVA TCH TYPE' 80" JE-- ' r'\ a 1 VAPOR PROOF UGHT(S) -- LOOSE �! MOUNTED U INCANUESC04T ❑ F1.UOi�ESCENT HEATED ASR VENTo MOUNTED . M ARLI TE SIGNATURE A i� �' - ' 40 - PLEASE YERIFY l S-ALOM.0 R� COLOR AND MODEL N0. A 1 /2—PLYWOOD INTERIOR: _.... DATE F1Nt�Mt: E)cTERICaR EXPOSED• , . STUCCO--GAI .V EXTEWOR UNEXPOSED• --- �.. ...,tee...•, .... • KALBERE R ti SOLD T0. PORTLAND, OR NOTS: r�tj"s AND s� m"s of BURGERVILLE, OR MOTAUATION SIM Irltl�'T K OAA SHIP TO: VANCOUVER, WA AND r. , i. MA" SIAG" OR EXTRA � __ - --- --_- WTALLA'"ON FEES "LL OF _._ 1 —0 _�._.__;- BRUCE S -~—_ r*A'1lVIN4 NUMBER R REQRE�D. MFO $CAME 1 74 '� DRAWN BY: A UIQ Im PANELS: CHEMM ®Y: y C -9824-1 -��4 V011LAIM SPACt Of t is ftwotb BOX 13420 - -__._. 90llD WALL: t l P.O. f"ERM+IETEFt: _'Z� APPROVED 9Y: - " .� V I E W 9UWACCS AMD KALT UNI T3. PO�RnAND, OREOM 07213 — -- BOX 1 CIF 2 PHOW (WS) 20-7311 REVISED --LOCK FLOOR OF CAM c; iTOMER N"OVAL USED DO NOT SCAL E THIS DRAWING Ik6i= DATE _ �z 1 PACIFIC HWY•, 11680 BUP94-0006 & SI T94-0040 1 OF 60 r •,rwr+•"""�"— +•" wi+urwr.,rw..�■rrrnrbwr«+rr r 34 7iis" 34 ?fie" --' ME- I I N 4 VA 4 A �„ .. 4V4 � . Z7' V4 I .� x x --�- ..� ti0 N ., �•. 7 tib Yb o0 „I 0 I ENIN NIN . 0 GOOF VIEW l - _ a _ CAM—LOCK ROOF - MAX. UNIFORM LIVE LOAD: 10 LBS. PER SQ. FT, 24 A " 24 Ve DIA =- " ELEVATION9ui -- -- - - �. - 00 (119 ) . **COOLEIR** ._ 34 71je~ 34 ?/1 e NSI` S0« 'EKED B LQAD - F'QR.R .. RQOM QNLY 13, 300 QT /HQUR 0 70 % w _ x 4 Vier x 4 Vie" NO PRODUCT LOAD INCLUDED. cnm j Ir COOLER ~� i _ _ -- _ SPECIE=ICATIONS: 3 1,/2" WF,' NSF, CLASS 1 URETHANE, COOLER W/O FLOOR -- NCO. DOORS ALL DOORS WITH INSIDE SAFETY RELEASE .� _ _ 6'k 23" 27 »iia" Y2 " N0. SIZE TYPE HARDWARE FINISH: EXT./IN'. OP TIONS r x Sha DF 4 Yid" 1 30" X 79" FLUSH i STD EXT: WHITE MARLITE SNUBBER = -_ INT: S—ALUM.032 ( MAG—GASKET '' " L2 4 V4 49 L/FT 2 /2" ALUMINUM COVE BASE. +. ..= (51 ) PLAN VIEW 2 ANTHONY MODEL NO 1001 REACH IN DOORS, 23" X 67", PLANE SILVER FRAMES, , _ SLIMUNE HANDEL, DOOR TO BE SOLID WITH WHITE MARLITE FINISH, NO LIGHTS OR SHELVES. WITH DOOR AND FRAME HEATERS. _ zi z ;r HFA7ER CABLE T "MOSTAT MO. SIDES: Tl:J% MOUNTED DIAL: 2 1 PILOT IJGIIT(S) & SWITCH TYPE: PS--5 W/IUBBEL VAPOR PROOF UGHT(S) - LDOSE h MOUNTED a INCANDESCENT o FLUORESCENT -- HEATED AIR VENT' MCWJNTED FINISH; 0 ti MOR EXPOSED: 1/2--PLYWOOD INTERIOR : S--ALUM.032 NOTE : E}XTUZ OV UNEXPOSED: STUCCO--GALV PLEASE VERIFY MARLITE COLOR AND MODEL NO. SOLD T0: KAL_BERER PORTLAND, OR N OTE: rLooRs AND sua FLooRs of a r STAa.t AnoN s ms muST at 7WE SHIP TOO- B U R G ER VI LL.E ONO LEV8. WITHIN 3/tie OR EXTRA VANCOUVER, WA INSTALLAt1 ON FEES WlL BE Ll R6�'QUiRED. MFG _�` SCALE.: 1 �'4" ,� 1 t-0" DRAWN ®Y: BRUCE S DRAWING NUMBER A NINMAUf�I COtr1D�13ATI0N QK �� P 1� - CHECKED ®Y. VENY AMON SPACE OF 2" IS REOUIRELI ANLL.S: C--9824--2-44 > P.O. BOX, I!� L20 3 3 9ET�1 ALL SOLID WALL Ik t�fUNO PERiVE"IER: -.__./ r�_ APPROVED 8Y: 9111lF'A ANO ICALT UNITS. PORTLAND. ORE00N 07713 _ n PHONE (:503) 21ld--7311 FEVISED BOX 2 of 2 C11aMIA" APPROVAL SHT 1 (1F 1 D0 NOT SCALE THIS DRAuANG - REvm i � DATE , •�Inn woo/ w r . PACIFIU- HWY.. 11680 BUP94-0006 & SIT94-0040 2OF60 15 4 _i- T T I r k T o GENERAL NOTES BURGEN: V THE CONDITIONS SHOWN ON THESE PLANS ARE BASED UPON THE BEST INFORMATION AVAILABLE BUT ARE SUBJECT TO -_ VERiFICATON THE CONTRACTOR SHALL VERIFY SIZES, LOCATIONS AND Et.EVAT10►v5 SHOWN ON THE PLANS SWPACIFIC HWY . 99 & SW . DARTMOUTH STREET VARIATIONS F . . ROM THE PLANS SHALL BE BROUGHT TO THE . u ATTENTION OF THE ARCHITECT IMMEDIATELY ALL WORK iS TO BE DONE IN ACCORDANCE WITH LOCAL T I G A RD , OREGON ,L z 'OVERN,NG CODES J n 00 NOT SCALE DRAWINGS. U.0110 co tp iL PROJECT DESCRIPTION4 NEW ONE STORY BUILDING OF kPPROXIMATELY 2,708 S F WITH LOAD BEARING CONCRETE BLOCK EXTERIOR WALLS AND WOOD FRAMED ROOF STRUCTURE PROJECT NO : 9347 r }. I�FlSA DATE : JUL Y 22 ; 1994 . I � 1. L1J 0-I lnr-,p ! v! I NDcX OF DRAWINGS PROJECT INFORMATION � a • h , z 0 , I � c CD ' ,4 i N0. SHEET TITLE BUILDING PERMITDE?T CITY Or TIGARG CREGCiN , �� LL r BUILDING CC-"E '991 JBC (WITH CRE'-30N AMENDMENTS) ARrHITEr-j '_RAL MECHANICAL ORMAT!ON ZONE CG ( GENERAL COMMERCIAL) �` CL �J 0 PROJECT iNF M1 PLI,MBINu FLOOR PLAN —�� tY w 1 Si-E PLAN M2 PLUMBING DETAILS OCCUPANCY A3 IA RETAINING WALL M3 HVAC FLOOR PLAN 2 SITE DETAILS HVAC DEI AILS TYPE OF CONSTRUCTION : 5N 3 FLOOR PLAN MS MECHANICAL SPECIFICA''IONS --- Y, 4 ROOM FINISH & DOOR SCHEDULE N;3 MFCHANICAL SPECIFICATIONS E ELEVAT!ONS AUTOMATIC FIRE I 6 EYTERIOR ELEVATIONS ELECTRICAL SPRINKLER SYSTEM NONE Bu' pING zcCTIONS iFLOOR AREA 2.570 S F � 8 NALL SECTIONS E1 ELECTRICAL SITE PLAN E2 ELECTRICAL FLOOR PLAN-LIGHTING > c { 9 WAIL SECTIONS HEIGHT : 16' - 3" W ca '© DOOR 6 'WINDOW DETAILS E3 POWER ' SIGNAL PLAN ' of cn ' 1 REFLECTED CEILING PLAN E4 ELECTRICAL DETAILS & TOTAL OCU?A":T LCAD 60 co'2 INTERIOR TI VATIONS SPECIFICAT!ONS I� - 13 M:SC DETAILS �G PAVING PLAN KITCHEN EQUIPMENT i •� F- 15 ROOF PLAN W b �x K1 EQUIPMENT LAYOUT < ROOF DETAILS I 16 K2 EQUIPMENT SCHEDULE CONSULTANT S K3 ELECTRICAL ROUGH-INS r J t 4 STRUCTURAL K4 PLUMBING BOUGH-INS STRUCTURAL FtiGINEER: BERRY - NORDLING ENGINEERS W I wt `-' 7 S1 FOUNDATION PLAN CIVIL , CIV�� ENGINEER HOPPER b DENNIS S2 ROOF FRAMING PLAN . S3 FOUNDATION DETAILS Cl GRADING UTILITY PLAN MECHANICAL ENGINEER kCCIPIO INC �� ll ?rI� ij Z ........ M S4 WALL g ROOF DE" AILS C2 EROSION CONTROL PLAN & DETAILS Q SS FRAMING DETAILS ELECTRICAL ENGINEER: COLUMBIA CONSULTING �-- ENGINEERS G�r�9y-� d '7� ARCHITECTURAL SPECIFICATIONSLANDSCAPE INC _ i KITCHEN EQUIPMENT/ SP1 SPECIFICATIONS INTERIOR DESIGN O L1 IRRIGATION PLAN l�6��' • dc% i SP2 SPECIFICATIONS L2 PLANTING PLAN CONSULTANT KALBERER HOTEL SUPPLY CO P �citiy u_ SP3 SPECIFICATIONS Z_ SP4 SPECIFICATIONS '?Y SPS SPECIFICATIONS LANDSCAPE ARCHITECT MACDONALD ENVIRONMENTAL PLANNING -"--"- - - -., W H •t � ."-._- "..---� - U 07 SP6 SPECIFICATIONS W SP7 SPECIFICATIONS ~ N SP8 SPECIFICATIONS SP9 SPECIFICATIONS W O W N ,_ o J 1 QrY JS ` 9• SHEET NC ~� I ii ... . .. rl�� • 1llWV .._ .._._.._..._._...... L 1 _. L I _1_ . ... . - - l SOF60 1 2 , a 5 41994 FAC LMED R 1 ... ,. .........,....�.,. 2 �- ' ... ... .... ... a. 5 �- .. .. ............. ............... ....• . ....... ..... ...... ........._. .�.. ..._ ...- ..... .. . . .._ 8' 0' NTS - --- LANDSCAPING OR _- - -- CONCRETE SLAB • 1 AT VAN SPACE r "" _ -} --- --- - -� SEE PLANS ACCESSIBLE SIGN _3. �" - PER OREGON TRANSPORTATION COMMiSS10N-' /� %/ X`6� 4' CONCRETE W/ VAN ACCESSIBLE SIGN UNDER WALK Y I 2' DIA PIPE --- -- — - MOUNTED ON 2 3;8' 00 i; TY 6 BOTTOM RAIL ir• . GALV STEEL POST !% z _•_.,__________..__..—� _ — _ _ _ _J 12' DIA PIPE -- ----- -- _ _ _ _ _ PAINTED SYMBOL w z _ _ _ ' .. < I AT 5' B' XOF ACCESSIBILITY CAP � � - --1 F BEYOND `" ---- -- -- 1 CONCRETE RAMP W/ ►- �, -- - I u, TEXTURED FINISH V ce I" z ' ' P 'n I U� f A 2• D I.A IPE in " ITYP I - - — � � � � � l �r--•{X , 1/�__,� - - - - .4000 ao I u' ;� X ♦6--� C J —._ I-..__X- f 6 ' .� u, w S. - - - X 1, 2 CID cts I N PAINTED .. I - _ 1_ ° 6 — 11 ---- --11-- [X� --{ELEVAT ONN X —( X�_6] _,�___- _S 5' 6' Zi� z I _— BACKGROUNC / LANE 1 LANE 2 LANE 3 BICYCLE SIDEWALK co CONSTRUCTION / 1/2' ----J LANE JOINT _ ACCESS AISLE --' RADIUS - -- �ANCSCAPIN6 iu WIDE PAINTED LLOW STRIPE DRIVE YE6 a I •4 BARS --' ;o ;o ° . T P F ASPHA�T YE [ 0 OC 1—�L=- ---- •� o — _ VARIES SEE PLANS6' Y •0 '0, o r •, o• 040Aoc —~ �= ° �oT' �p° co `� 3 ACCESSIBLE PARKING SPACE 2 WALK ?AMP 1 HALF STREET SECTION q ;o 0:, 0 1 NOT TO SCALE 1/2' -1'-0' 1 1' • 10'-0" 8• CONC RETAINING WALL :a' •o• ----- --- --- - — - ° • ° — EXTEND CURB DOWN AT EXISTINGco SEE STRUCTURAL ;�� VERTICAL PIPE RAILS -BUILD'NGS--. ` Z I 111 '2 - r II ••'O ••,G• • — I 00 O 6Q a v ry•_� 12 CON„ k i RETAINING WALL •o • ,a • s a• __��_ �� - - - - `j c I SEE STRUCTURAL a ' ° ' - _ .a . . --�_ (L 1{ U C 6 1� 0 A �"'� �_ RETAINING WALL k— - ' ► SEE SHEET �A �, Lij ,' o a •a � GRILL , \ 4 aa •O R :RILL 111,11, . ° 1ESNG RADt ,1 0 0 0 1 EXTERIOR RESILIENT LANDSCAPING v a i / .o• ,o• .o• .o , NON SLIP SURFACE ,---- -- _------ ,_ ,`i I,• OVER CONC SLAB -� �- ajll' Ilill�'= {{{{��;_Ii{IIIIIIIIIIiIlll�l 'o• 'a• "o "o a FOOTING SEE AT PLAY AREA . • a •' -SEE STRUCTURAL IIIIN{�IIL 1=illlll:-ll{111 =lilld - j _ C ONC SLAB W/--•- I =1{III{i I{{illl lll�ll ° ° $� DRAW NGS S 25' R BROOM FINIrH TO 'o •o 'o .o �t I >� IYZ FENCE 0E 2 F- r MENi BOARD-' 8' ' . . , . , . , , , , , , , , , , , . , , , , , , , ^ x DINING--_, NEW T:KA-I� 1 25 R moo' o 0 '0 0 0 0 0 0 • 0 0 0 0 0 0 0 '0 • o " 1080 SF BURGERVILLE _ ^ ,.o ,. o ,-o ,.o ,.a . 1 ,.a ,.d ,.o ,.a ,.o ,.o ,.o ,.G ,.a ,.a ,. , x '�' USA . _ -- L ANDSL APING - o • o • o 0 0 . 0 0 0 0•- o • a • 0 0 �o o • o 0 0 - -t -may ,. c o . ,.d -.0 o ,.o ,.0 .•0 ,.o .•lo ,.0 ,. 1 X C PT , • • ' • ' • ' • • ' • ' • ' • ' • ' Po' • ' • ' • • ' • 2 4 CEDAR CONSTRUCTION, o 0 0 • o 0 0 0 0 • 0 0 0 0 0 o n • o • o o - -- 3 •. o - o o 0 0 0 • o • o • o 0 0 0 • o o • o 0 6 `� �' JOINTS AT BLDG: o 0 0 0 0 '0 0 c 'a o 0 0 0 0 0 0 0 0 --- PERIMETER WALKS ONLY _ q v p .• .•6 ,•C O 4 p . • ' • ' • .o o • ' oc o • ' • 'o o .• o .•O • I r-f '- � X. ; n � r a.•o G -7 � 1:12c�OPE RAMPW e 6 oo •oo P . o •0o o ov 0 . o • o • 0 o SIDEWALK PER ao ITYP 10 R l ' cn o 0 0 o a o o o o 0 0 0 0 o 0 o 0 o -0 0 o •0 ODOT STANDARDS-- toWACt D I A ( a R �. ;� CLEARANCE-` f__-, w «m� EXISTING~--._� `-4' PAINTED LINES TEXTURED SUFACE r -- A 3 R SIGN eQ I I r_� CURB ►1 TYP 7YP BICYCLE l d \ RAMP SEE DETAIL 2%1 'A. EX 'OSEG AGGP,EGATE ' I �,, CONCRETE SLAB w 4 WALK RAMP TYP Ir SEALANT \ 1 1/2• -1 -0' EXISTING BUILDING � ," r LANDSCAPING , 4 w U i TO BE REMOVED `" EXISTING ; -' _ _ x 20 R ACCESSIBLE SPACES BUILDING TO 13 0 13 0 ' 14 0 I < ! Il I SEE DETAIL 3.!.1.. - .;� SE REMOVED W C, I y "vs+o� REL _tiAu_ �^ ► y - ----T S'D N LLJ g $ BURGERVILLE- in .g:•-v-x �9 o- = =: PYLON SIGN SLOPE 7 u, EASEMr'VT (n SIDEWALK RAMP - �t TT_ i V1- - - - PER ODOT STANDARDS 1 1. A. I { . . LANDSCAPING 5 R _ � m 2 � 35 VISION TRIANGLE -- -12 DEDICATION Y . . _ 6 1DEwgLK RAMP PER---- I TIGARD STANDARDS ` i°c12 - :- :...::: .CITY OF TIGARD STANDARDS CURB GUTTER PEk-J" REMOVE EXISTING CURB d c�> CITY OF TIGARD STANDARDS �, d SIDEWALK 224'-6' 40 -0" 10 CURB CUT STANDARD CITY OF TIGARD HALF STR'cET ,MPROVEMENTS I `-j --j A CENTERLINE - - - - ---- - - - --- - _-- ►- W o, - EDGE OF EXISTING U Uj o 4 SIN DARTMCUTH STREET PAVEMENT SVV 787H STREET I 0 �eTti SHEET N7 SITE PLAN .— SITE NOTES SITE STA71571C5 SEE ALSO LANDSCAPE P-AN GRADING PLAN, UTILITY PLAN SITE . ................. . ...... 35 656 S F ( 8 ACRES) { AND SITE LIGH•r�NG PLItN BUILD,NG . _.. ....... ..... 2 568 S F PAVING ?. WALKS . _-. . .-. ._20 8S2 S F j LANDSCAPING ... ._.... ........... 12 236 S F 34 : ! I L pAOtWE ...1� � l _. .- _._- _... .. I _- 1................................. ... ................ ...... ....... .... ... .. ...... ... ................ ... ......... 1.........................................---........................................... ..... . guru+-�& 2 q S 4Of60 f7 �l 10 WitiiLMED 24� I� ► �� 1 � 111 ..: 1�1� 'f�il+l ��ilil , I� 2 .. ..... .. .............................................................................. ................ ............... . ......, . ... ..... - . I r I I ♦�.. ,� „ z I ca I NEW — _ l.._.I BURGERVILLE (`� "' "e' I z I JSA co Cat., ,n sir - - USA ----------- _ __J 16 6 LENGTHS BETWEEN X Lil CURB STEPS TYP i1J 4 2' 0' WIDE I 21788 i CY STEPPED CONC CURB - -- _ - � 1 2' 8 � EX 24' DIA PIPE 218 00 BELOW GRADE- 213 02 X214 05 +215 00 +215 90 +216 80 X217 50 -- \\ 1218 3 -- 20211 - -- - - 2'3 44 214 '1 214 78 - - - 215 45 ?.16 1 - ---16 - - - - - - - - ----- - a - - - -- - - - ------ --------------- --- - _------- ------ __ 2 2 '9 217 46 218 13 218 8 PRO, ER7Y LINE 217 8 EX c _ -- 2188 (� Z TOW 'CW TOW o TOW TCW TCW TO ° TCW TON! TCS -----------------------------` -row ff7l - -` E EX 2006 EX 207 2 EX ------ (� p 8 EX ------------------- 2'2 �r V- - ° 202 c, EX U w 202 6 Ey 212 ' E X ° 2'4 8 E X !1_11__-_. Q --f CC) 1003 EX 2'98 EXE Lj AR IAL SiTL::- PLAN TN , EXISTING BL',LC!NG W (� F– EA 5, i " BUILDING a � L 71. TC? OF WALL - - i w F3 TOP OF ASPHALT -- - - BE"aND WALL — _– _ -- - - ---------------- /i --- — ------' -- o 214 ------------ '' _' _ -- - - --- -- -- --- - -- --- - —====---_=-=_- - -- - -- - - - - - - 2 14 2-4---- 212 _ '2 -- --_ - - - 2 '2 2 210 .--�� _ .. 2 ,0 210J 208 / -_ - 2c�8 X08 - ----- -- - - EX 24* DIA PIPE 208 CUT AT PROPERTY LINE 208 206 i/ 206 GRADE AT WAIL - - --_ --- --- ----- -40-0 236 Z �a4 2(;-; ----- 04 < 202 --- ---- -- - - ----- 2©„ 204 204 I a o 2 L 2 - .. - -'� a 202 2nd / 200 200 ^OBJ z BOT OF FTG -----------` c — W — Q W 111J � : m 1 RETAINING WALL ELEVATION LOOKING WEST TOWARDS DARTMOUTH STREET 1/8.. 1 0 SHEE'r NO � A PACIFIc � F 2 3 4 5 ........................ .. .......... .......................... ...... ..... . . ... .. ........_ . _._. --- ------ lCiti4LMED C, D } Al""OR. 6ril. A#i err. �il�llioThOoli iit 111?11 24 X <. 2 3 !V r BROKEN FACED C"'ir 2'1 8 SOLID CMU CAP --_ II � J BLOCK "cE ELEV ) _ Y 7 � ry 'EALANT_ .. .. , � �. ff 1 '4- STL PLA E CHANNEL, q� =�-cc C, CONT FROM TOP OF WALL f TO FOOTING F AL FLASHING e / 4 ' (21 •5 BARS IN GROUTED METAL ROOFING t - CELL, VERT ON BUILDING PAPER ,� --.�-.. - r - ..-4 - -.; , �fa� • 5/8" 0 NELSON STUDS ON 5/8' PWD - DECK o o �T o� ►'� I 14 AT 24. 0 C _ HINGE, SEE SPEC _ o o o o ' r- •' 2 � 8' CMU CAP � O O O 1 1;'2' STEEL ANGLE FRAME o 0 0 o t O Q I O O J ` - ---- -- -- - - - --- O O O O O O i UL L � e 1 1 112' 3; 4' i 1,'^. � v � v L I FIN FLRR� --- -- s=� * c, O o � RS u, z l 2X6 LEDGER WITH ,. 8 DIA L _ d 77 TYP TYP _, -=-=- ----- ►n > AB SAT32' 0C -- m BREAK SHAPE I ETAI - 8'X 8'X 1.6' BROKEN- VERT SIDING — I FACED �,ONCRETE BLOCK - - I (SEE STRUCT FOR REINF 8'X 81 16" BROKEN FACED U S A T-. I• r- ♦ - - - CONCRETE BLOCK, (SEE STORAGE ELEVATION 12 GA 1 t JAMB 0 I f STRUCTURAL FOR REINF 2 STORAGE ROOF TO WALL 2 SCALE-. 1/2'• 1'-B' 2 / SCALE 3'- 1'-0' CO 2 SCALE 3-- V-0' CONN SEA,-ANT __�___...__- r 14' 0 -------- WALL LAIiHIN � -- -- ---- ----_ _ � W A TOP OF CMU -- BEYOND W CONT MEAL r!.ASHING BEYOND 3' LONG MIN ^ J . METAL ROOFING I �METAL ROOFING ` -- ON BP - II - CONC SLAB OVER �` �� r \ / ON 5/8' PWO CuMPAC ED FILL ON BP �- T `'• ., SHEATHIN VI/ 100 x DEC o O _ON 5 1 WD o _ NAILS �,T OC EDGES TOPOF — �— (B) �t ______ ----- -=----- 6 IOD T 12' OC SLA G - __.__ - - � B AT BUILDING I I � _ I • Q o o -- --- FIELD I w GRADE_ ' - o o I o , • o — ------- s ! -- I O O O O I —�. —_ _�— IIT a °o a a o °a °a 15 A _ �_ �- � SET AL � 7-1—NOTCHED 2X6 WD JST • f ° ' , � � -- F- Uj ' - - --- _� QOrf Q __Q EDGE -=•._n-gip..%--•° •.. -.ti:v%..tet._;.-gip. I U - ` FLASHING AT 24' OC i ; OUTDOOR Q Q CJ --=- �- �- -- r9 ., ' `D I L - -- ; STORAGE �. t I " � / o o o �' 2X6 FASCIA - - I CIONC FOOTING- SEEco ) , %. f� STRUCT FOR REINF 1 41 '¢ 2X6 LEDGER WITH 5/8' 0 0 o o v '� ----- 2X6 P T PLATE ----- y W (h �-- Jn O 0 t A 9 S A 1 32' O C _- '" a CMU BE f ONG -- _ W/ 5/8' 0 X 10' A B S - AT 32* 0 C , TYP 2 0 4' 0 y; 8'X 8'X '6' BROKEN / 5 3; 4' ---- "1 OVER CMii ---- -- _ _ - _ __—._ FACED COP,'CRETE BLOCK HOLLOW METAL 8 t ' SEE STRUCT FOR REINF ) DOOR FRAME I - 4" CONCRETE SLAB SL TO DRAIN 1 DOOR — -- 1 ! LADDERS "RADING PLAN > Sr.uc^ i ( � SEE _� SEE 10it3 �� TRASH ENCLOSURE (SATE 1 1/2' S-I�EEL ' ANGLE FRAME N';TH DIAGONAL BRACE, AND 4\ STORAGE ROOF AT ENCLO&JRE WALL 11 STORAGE ROOF AT DR HEADER _ 7 TRASH ENCLOSURE WALL SECTION TRASH ENCLOSURE AND METAL SIDING OVER PROVIDE HEAVY - ---- , SCALE 3'= 1 0' SCALE 1 1/2' 1' 0' 2 DUTY HINGES AND INTEGRAL LOCKING - , 2 _ SCALE 1'- 1 0' - HARDWARE ui 2 ( h � J Nowr 12 I �••� * < r ` t5 Ln a NOTES 2 12 X 3/16* STL TUBE COLUMN AT 8' 0*0 C �- GATE POSTS AT 4 4' O C J 3/8' C'OWN SLOPE 1 FINISH- SHOP PRIME k 1 1 2' X 1 1/2' X 3/16' -- - r W/ 2 COATS TO FAIN _--__----- ------ ----------- ---- - -------- � o STL %'3tE TOP RAIL ro ENAMEL PAINT - 2 PROVIDE HOLD-OPEN I /-- -- -- -- ----- - - - 5.18. X 5/8' STL BALUSTER AT 6 U C S' 4 1 6. D!A CONC FILLED LATCH, WELD --__`. GALV STEEL PIPE • TO TOP RAIL �' -- -- - ----- ----- — ---- WELDED CAP PLATE PAINTEDolo Lill - SLOPE TOP TO DRAIN - - ----- - -- 1 PR a X 4 HINGES MELD TO FRAMEui W `t 07 FINISH GRADE PLATEL7 z - LATCH WELDED TO 1, 4" STL „ 1„I uj h 4 - J r>' -- CONC FOOTING -- - - - - - - - __ - _- —1. In _40 - SHEE NO T • -- - _ \ E -- 'HICKEN CONC SLAB TO 12' AT COLUMNS 2 p;A - ` — -- _ 1 1 2' X 1 1, 2' / 3/16' STL TUBE ;_. BO'TOM RAIL AND GATE FRAME 3 ~ STEEL PIPE BOLLARD / 10� PLAYGROUND ENCLOSURE 1 TRASH ENCLOSURE _ A � SCALE 1/2'- t'-0' � 2 SCALE 1/2'- 1' 0' � _._...._..._�. 2 SCALES 1/4'- 1'-A' - RA�CIPIC NWY,, 11880 i 1 I S ewe-oaoo s sire4.o�ro � a 1 a or so 2 WiWi4LMED we'll, x .. �� ihil 101110 O'b" 10111"n doff ildift r► ,.> , I ...... ... ................ ....................... ....................... ... ......................"............................ .. .................. ...........,.............................................................................................................................. .... .. ................. -.. .................................... ..... ..... ........ �. �...... ..... i . .. .....,.......... ................... .... _. ... ...... ...... ....... ......... ......... ...... .. ...... . ..... ... ..... . . . .. . .... . ....... . . . ....._.._ ..._. .. ....T t'1 T........ .................................... ....................... ._-..... ................. ..................... 5 FLOOR PLAN NOTES . /� C3N r RACTOR TO VERIFY ALL DIMENSIONS AND STUB-UPS , WITH KITCHEN EQUIPMENT SUPPLIER PRIOR TO ROUGH IN � 'T-`- '- -'- _ _�� 7�,Q _ - -� - 02 ;- KITCHEN EQUiPMENT CONTRACTOR TO COORDINATE HIS wC,FtK --- . WITH ALL SUBCONTRACTORS WHOSE WORK TOUCHES OR IS AFFECTED BY HIS WORK _-- 25' 2' 0 ' 4 xEKTEwC ALL TOILET ROOM WALLS AND GYPSUM 16' 2' 0 �- UNDERSIDE OF ROOF 4NL' INSULATE WITH �R-11, BARD TO TOILET ROOM WALLS --- --_ - ' � AT ALL EXTERIOR HOSE BIB LOCATIONS PR01�iDE REMOVABLE � --�--- PANEL AT WALL FOR MAINTENANCE f C4) TOILET ROOM WALLS SMALL COMPLY NTH 4NS! CODE i - - —•-�--_._ ----- RECUiREWivTS FOR THE HANDICAP 3 - -- --- -- -- 4 0 8 w — -� 5 ; PROVIDE SOt,'0 BACKING FOR ALL E11.1iPMENT VERIFY LOCATIONS WITH KITCHEN EQUIPMENT SUPPLIER --- - y g, PROVIDE WALL ACCESS PANEL IFOR PRIMER VALVES; _ _ tp _ 9 �..+ '4'X14' STAINLESS STEEL PANEL PROVIDE LETTERING ON - - A Z PANEL -PR MER VALVES" 7 , PROVIDE PL''r►� IN LIEU OF GYPSUM BOARD UNDER uj ♦,,,, < ; CRAVE -JP W,NDQW BY W;DTH OF WINDOW MINIMUM SEE ROOM FINISH SCHEDULE FOF WISH OVER PLYWOOD 9� \ER � Y F'RE EXT CABINET L" _AT!ONS WITH FI H _ ..... ....................................... _.._..............- .. "� w a w Z RE MARSHALL � � >` CIO PRC%'rt1E 2x4 5 AT 16 OC WITH GYPSUM BOARD EACH SIDE Ico 0 � z b49,11 _ RECESaEO PAPER TCWEL O'SPENSER PROVIDE BLOCKING ....«............... ......... �. .n > -'R !4OUNT,NG BJYTOM OF UNIT 9- A F F PER A D A ._................................. ................... . 7 HOS I _- LINE OF �^� WALL PER A D A E I OVERHANG tt mRCViOE 2X BLOCKING IN WALL B�tiINO ICE MACHINE TO BIB CO2 TANK SEC;.'RE WATER FILTER LOCATE AT ' F F - ___ K (-' (✓ St-LOW WATER SUPPLY 0' A DIREC"..Y - - - - E S I �- GAS DS _ i / - , - SA METER USA 2, SUR WALLS '�YiTH P T 2X4 S FEAT AT 24. OC D S I 0-, BO'JNTER-� ' SODA RAC/ /- T i 13 BABY CHgNGIti'; STATION PROV,DE I w � K E S DRIVE - UP COUNTER �K E S BY KFS - IFRAME HEADER ABOVE TO D S � BLOCKING FOR MC.UNTING 5' 8' 4cm ---- - - - _ -- - _ _ _ IN MEN'S 5 6 AFF IN WOMEN S �' / - / T -- —__ _--_-- _-- __ 41 '.AFF .. �`� -DICEY Pv?ER D,SPENSER TOP 2 7" AFF. `v �--- - - _ �� _ - ..... -,+-•,� __�_;, __ .��._ �. g . ---- COUNT rU� .� E 3 6' CC FROM PERPENDICULAR ►HALL LEl PROVIDE BLOCKING AS RE,-.L.RED LOW WALL --= �) BY K E A�30VE o _ _ �, I 9� t r' I r� 15� TOILET SEAT 01SPENSER PRC1'IDE REQUIRED `- - ____ FREEZER � ! BLOCKING FOR MOUNTING ABOVE GRAB BAR BEVERAGE W OC BEHIND TOILET -r Q 13'-5'• FINISHED COUNTER / FIS COOKING EQUIPMENT j z z / I HEIGHT) BY K E S BY K ES �6� 1'( 8 > i `� m � -- -.__ SHAKE . - METAL STUD W4LL --- w I � u MACHINE BEHIND COOKING EOUIPMENT' -_ ___ F S KE $ KITCHEN AL FS 4 jj_L FR, TOR GE _ READER -- / BOARD IT _ LOVr ABOVE- HEIGHT., BOVE 8 I • II Z HEIGHT) �� WALL ao 2 - -------.__ II I ( I 11_ll-1J CD cc) LL s S WH / - O I I I (� ? TABLE / METAL CY L, I I I I _J { t, SINK '� LADDER ' of [C 10 BY K E S. SALES _ C OOL E P, ::, z ,E�) - a_ C Q ' LOW WALL Bout*FTE r5_ y Q - `' (L K NG EQUIPMENT �! �I E S gGOK I I v 1 o, I _. E S 3 -10" FINISHED � � ;9 ("� HEIGHT) C8 �"�� _ 11 11 !I I `J BC `IREL_� T . in E� F- - - DINING �NAITIN G ...... . Sq'LES EXTINGUISHER 1 w �- - 3 1/2' COMBUSTION AI LOCKERS z 6 1-�---- 2. 4�.. 1� N DUCT SEE M4 BY GINNER a I T3 ' 2 3 ,�2 . HAN 1a 2 ICE II - El MIN 3 WIDE -.-.� SINK �, MACHINE J li I SEATING AND LArUUT BY SECTION OF c9 ..... -, K E S t t0` t 6 C" HERS SEE K E S DRAWINGS COUNTER AT m ACCESSIBLE (10 A o I_J ,. HT OF 3 AFF ac en COt�NTER r ( N 15 I MAX BY K E S -7 1" 21 �- MIN \ ao \ ►n I 9 �. IA in S'"N DOOR a 12 '3 �2, _ � a ON FRAME AB,. 167 a I TO READ' THIS DOOR co f EXTINGU,SNER- 1 � OFFI.0 J w S TO REMAIN UNLOCKED �� - ` I DURING BUSINESS HOURS ; C3)A Co 1 Q " F / -- +-- < ; g cr 3 10' FINISHED "' ``' {12 .4 9 SSM 14 _ �► LOW WALL HE'GH TI J _ N g W (3.-5 FINISHED LOW 3 6 i I 8 1 , t0 TY �12 MEIN �o > i HEIGHT) - WALL --- -1 t� 2 8 -- 7 8 ' 1 °" SERVICE °° S 6 • ��1 �� \ 2' 3 1/2' v, 3 1;'2' _ 10 SINK a HALE O --1 - v i i 1)A TOWEL EL - WASHER --_— 13 12 _ �► OA n ' lB D S HSE e DRYER VENT OS WALL CAP I .� SEE MECH SHT M4 _j uj Nj / ' ..... ... ............................................... - _/ LINE OF w J OVERHANG L ll r WALL LEGEND _ - -- ---- 5 1/2 3 1/2• �� CONCRETE BLOCK 2 0 16, 0 .. 2 0 9 11 SHEET NC c --- -- - - -- --- -- - WOOL P4AME L2 __ _ -- 13 4 - 4 0 ., © METAL ST 4 0 12' 0 3' 4 I � it� S 0-- -- . ___._---- -.___ •� �� C OJL E R �a E E C E� B u.�t S I � rA F � 4, -- - - - 70 ' 8 " PACIFIC 1\\Pry . 11680 �................................................. , A 2 FLOOR PLAN —— 6UP9�100088SIT940040 ;. ..._........................................................... �- .......... _ _1 ... ....._....... - .._... . . . . ..- `� j 1/4' 1'-0' 7 CSF 60 i�,;� xxi. 2 - ....... .... ..... .... . .. . 1. _ . _... . ..........,..................................................:........... ................. ..................:............. 3 4 _.. ....._......... .._.....5............ ..... ......... 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ALUM FACT ALUM FACT 8 7 t / ----____...- WAITING QT - - 3,, 2 -@' X 6 d' --_ - - 10 "/ N 3 t0 10 "� ,¢ ,�PROVIDE PANIC HARDWARE -- - FACT Q T _ FAC . O Q _ -� �3 - _ 8 __�_ - W� �� W000 PAINT 15 - 15 15 ASSiBLE ENTRANCE DOUR --3 SAL QT FA Q T FAT ----_ --0— ' �..t 3 ES 0t � 9.0 - H CT 3 09O2 -6 x2 @ - _ 1@ 1 _ O s 3 a tVERIhY) 8 W000 PAINT Wc3v0 PAINT 15 1S '' 15 -� 15 w --- - _________ •>; KITC ENQT F T 6" _ __- _0 7O _' - _ -- �� 2--6' X2 -@' _ 10 -''r 10 10 10 AC RBFACT 0 Q 1 (� _ S I URAGE ACCESS DOOR '� 9 �� - A _�yERIFYI —�- B_ -_ _-WOOp _ PAINT WOOD PAINT ,x/10 15 15 15/� - --- COOLER Q.T FAQ T RB : FACT F-- BY KIT ---- --" -_ _ �- - — 10 _ KITCHEN EQUIPMENT SUPPLIER 9A 3'-6* X 7 -0- C --- -------- _- t0 _ 10 © STORAGE ACCESS WOR 6 - _ _ > _ H M PAINT t4 11 11 FREEZER 6'-8' B '--" H �i `PAINT 10 . ,, 'r 10 �10 1?�'�10 Ci,G PROWVIEWWIDE ANGLE ; `'y -_ BY KITCHEN EQUIPMENT SUPPLIER --- - -` --- -- (f� _ WOOD WOOD PAINT 15 / 15 15 �� -_ --_ _ DRIVE-UP 0.T FACT 6` FACT --- `-'-� r� w Z 3 _0' X 6'-a' B WOOD w 15 _ 10 , 10 10 -- - --- C _ d PREP - _ — _6B 0 OO ® � 9'-0• _ _ -- -- - — - — ----- C - U 000 PAINT s ,� 15 -- I Q T FACT -- - w < 2A 3 - '�/ 10 10 10 (3 I - -- _ RB FACT 0 ( 9 -0• f.r .N 3: _ _ s . -0' X 6�-8- - __ J 4 _8• X —8 WOOD WOOD PAINT �/0 15 15 �� --- _ 9 STORAGE OT FACT 6" FACT G i9 - -- - `� VJ .0 w 5 -4 C t 0 _ (3> __---- -- - - J 0 9--o- ISA __ ` O . (VERIFY) H M PAINT H M PAINT 11 11 11 „ ---- 10 OFFICE QT FACT 6 -I z OUTSIDE STORAGE 0002 RB FACT ® � m �� i 2 2 2 2 -i SEE TRASH E'VCLOSURE PLAN 11 MEN Q T ® ® g'-0• -- _ -- �.� -- ��-- _ —_ I in < FACT Q T + > 00 -- _— 12 w _ FACT CT FACT ® ® 8' �- �^: -OMEN _ Q T FACT Q T FACT CT 0 © �-� �� CiJ (14 FACT 13 HALL ACT g _©. Q.T —F Q T FACT- -- © J �` -- Q 9'-0• (� 0 - - 0oum NOTES -- - - USA PROVIDE SINGLE STOP FOR OUT SWINGING DOOR ONLY ROOM FINISH NOTES : @ AT ALL EXPOS �' EO SURFACES OF COOLER AND FREEZER BOX I`1 SEE PAVING PLAN FOR TILE PATTERN 'ROVIDE FRP FINISH OVER 1/2" PLYWOOD SECURED TO ES 'tPROVIDE AT DOOR H-,,r) ;IN COLOR TO MATCH ALUMINUM) COOLER/FREEZER WITH SHEET METAL SCREWS ADJUST SIGty WITH TEXT HIS DOOR TO REMAIN UNLOCKED DURING O2 PROVIDE PLASTIC LAMINATE COUNTER I� BACKSPLASH ADJACENT WALLS FOR ALIGNMENT REOLII BUSINESS HOURS THE SIGN SHALL BE iN LETTERS NOT LESS (� PREFINISHED WALL PANEL WAINSCOT - FACTORY BE CONTINUOUS CEIVIpE GRADE OF P RED FOR FINISHES TO THAN 1' HIGH ON A CONTRASTING BACKGROUND SEE INTERIOR ELEVATIONS FCR LOCATIONS FINISH ADEQUATE FOR RECEIVING GLUE APPLI�gWCrOD THAT IS DWARF STUD WALL ABOVE FREEZER/COCLERNTO C OF FRP FINISH w �3! F?pylOE PLASTIC LAMINATE BATH SIDES OF DOOR COLOR Tp � WALL VINYL - FACTORY FINIS:'. SEE INTERIOR ELEVATIONS SAME MANNER CEILING LINE IN Ll_I BE SELECTED BY INTERIOR DESIGN CONSULTANT FOR LOCATIONS ,� n GENERAL VERIFY ALL INTERIOR FINISHES. PAINT COLORS AND `J PROVIDE PLASTIC LAMINATE COUNTER AND BACKSPLASH 0-) AND INTERIOR FINISH CABINET DOORS AND FACE-PLASTIC LAMINATE FINISH PREFINISHED COLOR SELECTIONS WITH ARHITECT ~ DESIGN CONSULTANT Q CERAMIC TILES TO RECEIVE 2 COATS OF CLEAR SILICONE 1 (6� SEE REFLECTED CEILING PLAN GROUT SEALER AS REQUIRED TO COMPLETELY SEAL FLOOR AND >- WALL TILES AND GROUT �EE Q WOOD TRIM BOARDS - VERIFY FINISH WITH INFERIOR DESIGN (f6t PROVIDE RUBBER, BASE T (1 DOOR STYLES i CONSULTANT STEEL KITCHEN A ALL CASEWORK AND STAINLESS I Z Z ^ E EQUIPMENT � O U SEE KITCHEN EQUIPMENT CONSULTANTS DRAWINGS FOR U SUSPENDED ACOUSTICAL CEILING TILE-FACTORY FINISH _ $ 9 FIBERFINSIGLAS� SALES COUNTER AND BEVERAGE COUNTER_ 0g GYPSUM W ! O S REINFORCED PANELS IFRP) - FACTORY FINISH U BOARD SOFFIT - PAINT •--� LL F— LL SEE INTERIOR ELEVATIONS FOR LOCATIONS aH — (L O IIIf I � O 9) SUSPENDED ACOUSTICAL CEILING TILE VINYL FACED UNIT/PRN'lnE ALL RUBBER BASE AS SHOWN ON KITCHEN FACTORY FINISHEQUIPMEI,4T DRAWINGS � U Q 0 O I 0 GYPSUM BOARD - ENAMEL FINISH --� 0•- (� I OQ SEE ALSO KITCHEN EQUIPMENT DRAWINGS FOR FINISHES AND EQUIPMENT �1 BROKEN FACED CONCRETE BLOCK WITH 2" REVEALS j _Q ALUMINUM STOREFRONT - STUCCO IEIFSI FINISH SYSTEM C9dJ PROVIDE STAINLESS STEEL SILL AND WAINSCOT EE ALSO EXTERIOR FINISH SCHEDULE DRIVE-UP WINDOW BY WINDOW W DTH BELOW 2 P `-�-� W � j I ROVIOE CERAMIC TILE - FACTORY FINISH AT WINDOW SILLS 0 SHELVING TO BE MELAMINE FINISH WITH PREFINISHED ' I EDGE STRIP EXPOSED SURFACES OF SUPPORTS. CABINET STYLE 'A' E F E R E N C E S ,� MB 0� DOORS AND TRIM TO RECEIVE PLASTIC LAMINATE FINISH N ALUMINUM RELITE FH .HTYLE , B' STYLE •C -- -- _ cn FLUSH FLUSH HOLLOW METAL w ' f I ' BUILDING SECTION (_7SECT_NO nc � am SHEET ON WHCH SECT occJRs ZbS t o�i WALL SECTION CT NO 9 AaaR VI 7iO^ SHN WHICH y .�III SECT OCCURS u- B 0 � 7S BY C'NNER u ? SECT NO 2 ETC ' DETAIL SECTION ------_ CJ DENOTES NUMBER OF COATS , 6 SHEET ON WHICHCONTROL JOINT SECT OCCURS :DNC CONCRETE —� CSH CONCRETE SURFACE HARDENER DS DOWNSPOUT EXTERIOR EL:V4 -SECT NO _ EN ENAMEL FO co m 2 SHEET ON WHICH FLOOR DRAIN „ SECT OCCURS FACT FACTORY z LLJ GB GYPSUM BOARD d _ o 1 ARROW INDICATES MET METAL L C INTERIOR ELEV ( 1,843 ELEV SHOWN PWO PLYWOOD PLAN S'Y'MBOL CIRCLE INDICATES SV — LLJ TGL SHEET VINYL _ SHEET ON WHICH TEMPERED LASS ,;; - U -T I ELEV OCCURS CT CERAMIC TILE L�. (^ QT QUARRY TILE �- INT ELEV SYMBOL NO INDICATES ELEV HM w O O N 1 SHOWN ON PLAN HOLLOW METAL N KDLu KNOCK DOWN ? O O ALUM ALUMINUM 0 If o n RB RUBBER BASE INT ELEV SYMBOL 103 "JO INDICATES PLAST LAM PLASTIC LAMINATE ROOM NUMBER WDS ACOUST SUSPENDED ACOUSTICAL TILE WOOD GA GAUGE -DOOR NO INDICATES GALV I;ALVANIZED SHEET NO DOOR NUMEER TYPE. SIZE. ETC FRP FIBERGLASS REINFORCE PANEL . SEE DOCK SCHED 103 AS FLR LETTER INDICATES FLOOR DOOR c A,B C? WITHIN NOTE MARK "' THUS / MEANS APPLIED ON OVER OR IN s EACH ROGM L...... NO INDICATES MARK THUS: w% MEANS WITH ..................... HARDWARE GROUP _ 1 _ . ..... ... .. ..................... ................ ..........-.......................... . ....... ................. .. ... a 5 1 PACIFIC HWY , 11F,80 OUP94-0006 $ SIT9,-0040 8OF60 1. 41994 IC RLMED IIIIIII��I IIII IIIIIIIIIII II III IIII11 i IIIIill�lllll I IIIIIII�IIIIII Illllll�llill IIIIIII�IIiIi IIIIiII�IIIII I IIIIIII�IIIiI I IIIIIII� IIIII I � 11&11111 !111111111 'r4111llllnlllinl linllllllllnlnnllinlinl Inlllill Ilnlnn IIIIIIIII nllllllllunlllllllnlllnllunlllnllnlllnil;I{IIII�III III Ilan I I I I I IIIIInIIIiIIIilnlnlllnlllnl,Inlllilnllnllnn Inllnlll.Illlnillnullnllnnlnninnlnnmlllnnlln,,,nllnnlull►Inlllnlllln ................................................ ...................................... ......... .,................... ......................... ....... .................... ........... .. .......................................,.............................. ......................................................._.............................................. ............... .. r Y .f� ...ww ..u. .... ..r .,......... ...r.... ................ ....... ........ ..,. . . ..................... ......... .... ........... ............... ..... ..................... ......... . ...... ................. ................. ............. ................... ........................................... .., . ...................... ..... ........ ................. ..... ........................................................ ..............4... ................... ... . fV T' T ................... . . ..... r..... .. .. ...................._ ... . ...,. ..... }, + ! t touj ` fb EIFS -- V 4-6 c� i Q� fn FtNI�H � w 3 (STUCCO) 3 4 w o co5.• cu c z �1 < � J• Go / REVEAL DETAIL 5 SCALE 3'- 1'-0' OA USA I - EXT LIGHT FIXTURE SEE ELECT DRAWINGS METAL FLAS-TING CAP ^ I = ETA ROOF G W ^- ONTI UOUS 2 6) '� ETA GUTT � ►► 11 Z —' —1 U 0 O ulgT _ I — F-- llJ i ��. 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F'N SH SCHEDULE 2 rT �/ / � FETAL ROOF:N^ aREF!NIShED 16 n 31- BROKEN FACED CONCRETE MET L RO FING 2 ' BLOCK AND REVEALS PAINT �- / - Co►�CRETE BLOCK (INSIDE E 2 MET ItiGU TER I < I >- TRASH ENCLOSURES FAINT 16 REVEAL DETAIL _ m _ Ll LA I j 3 EIFS FINISH (STUCCO) !NTREGAL COLOR - _� - —` �! ,SEE � � _ W ` SOFF,*S (EIFS F!NISH/STUCCO? !NTREGAL COLOR J METAL cLASMiNG CONTlNUOI:S - --- --- � W �--� METAL GUTTER METAL --- ----�_ . - --- ----- - -_ — -- --- - -�- i I o DOWNSPOUTS P I ANT - - - ------�--- = HOLLOW METAL DOORS 11 - - -- __ ----- _.-_ -- --- ----- - ----_--__-_ � O v ` ` AND FRAMES PAINT \ 16 - - - -- - . - -.- - 43 + METAL CHANNELS AT E. 101 -- -� _- ----_-_-_-_ - 3 2 REVEAL � 0 RASH ENCLOSURE PAINT S DETAIL s SEE ALSO SPECIFICATIONS DOWNSPOUT E 6 �4 �_ EIFS FINIS �� TUCC01 DOWNSPOUT IF � N EITERIOR COLOR SCF EDULE TC BE PROVIDED BY ARCHITECT SEE L-��. 4_ 'i 10 __ i 3/ _ TGL I TGL -- 1 'i REVEAL DFTAIL SEES �-�--- --- - 13 z Q T tGL TGL --- - GL TGL SHEF NC ==f ALUMINUM STOREFRONT SYSTEM A'.UMINUM STOREFRONT SYSTEM BROKEN-FACED CONCRE"E WITH INSULATED GLAZING WITH INSULATED GLAZING BLOCK WITH 2' REVEALS EN7R 'f ELEVATION PACIFIC HINY., 11880 1/ 4' BUP94-0008 6 SIT94-0040 L.. . ........ o or so ..........,................................................ 1......... ............................. .............. ................................... ................................................1 ........................................ ... - 1 ........................................... 1. _._. ......... .. .. ............ _.... . . ............... ........... . . . ... - 2 3 a 5 R r' 141994 MIC RLM ED 1111► 111111111 {11111{ 11111 I IIIIlII�IIIII !'111111{1111111 IIIIIIIj11111 �IIIIilljlll!� Illlllljlllll I IIIIIIIIIIIII I Illlllijlllll I Illlllijllllll! 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DE"'All = (�3 >7 O MEW— LL E- W GUARD POST p� S 12 SSE,/15 3 U elf T SLAB — a- 0 BROKEN FACED CONCRETE METAL LADDER '*RASH ENCLOSURE BLOCK WITH 2' REVEALS SEE 10 SEE 1 � �, C5 13 �•../ ;jt, -- � I f r� REAR ELEVATION 1/4"-1'-0" 9!1, c UJ EXTERIOR m BUILDING SIGN �.a: co SEE NOTE "7 10, EXT LIGHT FIXTURE SHEET NO S T SEE ELECT DRAWINGS W b 2 � Z '°� i ' METAL FLASHING CAP TZ o 3 4n $ MEALR FIN \ -- - - - - _ _- - - - _ -T PLATE _ U- z w - u 2 .n ' \ i " I "' I CO INUO S ME AL �� tl6 o a 4 i G U TEP, _-_-- �-- c � — - --- -- REVEAL �_ REVEAL EIFS FINIS DETA.L REVEAL DETAIL DETAIL 2 6 �� DOWNSPOUTDETAIL (STUCCOS 2 r-- �2r� F� 6 4 O SEE 1 � `-, — • � - ---- - I W N ui w o r. SLAB GUARD POST 1 DRIVE-I10 BROKEN FACED CCN-RETE r GUARD POST DRIVE UP SEE 13 ,9� WINDOW BLOCK WITH 2" REVEALS SEE 13� WINDOW ALUMINUM STOREFRONT SYSTEMSHEE'—,ic WITH INSULATED GI.AZ'NG DRIVE _UP`EL. LVA "ID G.N___- 6 PACIFIC; HVdy , 11680 euPe4-0008 a 'SIT94-0040 1. . ...1... 10 of 2 .. ............... ....1.............. ...... ....... ......... . _. ...... .... ... �: - :�.�.�. . f !' 1. 4 1� ; MlIC11111111RUMED �ia � 1ll� iiiliiiiilililil+- _ ��ii�I+I!!nni�i!!finiil!!nl!n!�n!!Imp!li�ii�nil+i�iliinlnill!+i+11t1,�iiili+�+I++iilii�Ilii�illiiihiiiliinl�i��liiii Hill�n�ll� il�n�l��iilniil��il�inlii�,!iinlnii+ii��lli�ili��►Ii��I Iiiiln�,ii�iil��if►nili��ilii�iIINIIIIIIIiIIIIINIIIS II- I-II�ItIIt!1iINlllillilillfl!�i11►�� BUILT UP ROOFING S/8' GYP BD ORAFTSTOP PLYWOOD SHEATHING TO UNDERSIDE Ja OF ROOF DECK L - --- 1 VARIES VARI99 �. WITH BAT INSU TIO WITH LOPE SLOPE _ \ PRE ENGINCERED ROOF • TRUSS SEE STRUCTURAL 2X4 S AT ---_ � z 16" OC,� —-- --- -fi ---- --- --- V uj ,�,,,r SUSPENDED ACOUSTICAL SALES READER - - .C� �,J .r `a CEILING SYSTEM COUNTER 601 0 � SEE K E S 2 = i Q, EATING BAR DRAWINGS 13 I �" 1— ,,, U. a DINING SEE K E S WAITING_ ! SALES KITCHEN COOLER PREP STORAGE ` I °°I �, u DRAWINGSco 0f 4' CONCRETE SLAB -� SEE STRUCTURAL I a \ 2" USA SAND OVER VAPOR BARRIER FF,7,\6' COMPACTED GRANULAR FILL SEE SPECIFICATIONS �� B , SECTION �� ± ui (A') Lfj /METAL ROOFING I V PLYWOOD SHEATHING — T %A_TE _--------------- --------------- ------_.�_ / � . BUILT UP ROOFINGI ( i %"� PLYWOOD SHEATHING I = I PRE- GINEEREIy � ROOF TRUSSE NOTE APPL f ROOF INSULATION TO THE UNDERSIDE OF THE SEE RI;CT , L � ROOF SHEATHING PER THE FOLLOWING REQUIREMENT. ��; � � ---------- -- --- ---"-_---- - - � — _ Z BATT INSULA lowI � � ! IN RIOR ENVIRONMENT SHALL BE: HEATED AND _ ---- I CONDITIONED IN ACCORDANCE WITH CODE W ' Ii _ _— — �� PRE-ENGINEERED ROOF �'"� __ ! I U REQUIREMENTS S; 8.PLY WOCO _ TRUSS -SEE STRUCTURAL _ _ �.1L� Q 0 1 ��- 2 LAYERS GAP BO- 2 THE INSULATION SHALL HAVE A ONE-PERM VAPOR � _ - ___ YPE X BARRIER 3 I SUSPENDED •ACOUSTICAL �-) `D CEILING SYSTEM I ` 3 THE INSULATION SHALL BE MECHANICALLY HELD i 2X6'5 AT EYTENC TJ!LET +� 't IN PLACE cv 24' 0 C ROOM WAALL.S AND ��, GYPSUM BOARD ao GYPSUM TO UNDERSIDE OF PREP ' I 4 THE INSULATION SHALL NOT BE INSTALLED UNTIL THE SCARD ROOF SHEATHING ao MOISTURE CONTENT OF THE ROOF FRAIAING MEMBER -� _ C9 - AND SHEATHING IS 1St OR LESS A MOISTURE METER MEN _ACOUSTICAL SHALL BE USED TO DETERMINE THE MOISTURE CONTENT INSULATION j IN THE PRESENCE OF THE BUILDING INSPECTOR; A ( 11 5 CONCRE-E DRIVE MINIMUM OF FOUR MEASUREMENTS SHALL BE TAKEN 4 CONCRETE SLAB SEE STRUCTURAL uj - 2 SAND OVER onI 1 AOOR BARRIER i ,-�,' BSECTION �- - � CoMPA,.TED . C T I ON - .j � � A �� - ► :: GRANULAR FILL SEE SPECIFICATIONS ? f" 1/4' 1 0, 7 - yZ/ � � J a� i • I ~ —f ` / V/ _1_ P4ATE BUILT UP ROOFING i PLYWOOD SHEATHING �--- ! L i ch BAI INSULATION/TTIT __- - \1__1-,, PRE-ENGINEERED ROOF TRUSS-SEF STRUCTURAL _jLJV O ' SUSPENDED ACOUSTICAL CEILING w SYSTEM :3 �- N L m L3 c•. ao I DINING co 4' CONCRETE SLAB (— SHEE' ti� AY SEE STRUCTURAL % I -- ?SLA-@. .,—_ _ -- -- - _- ------ fit 2" SAND OVER - VAPOR BARRIER r 6' COMPACTED --- i GRANULAR FILL ^ a \ T I ©N SEE SPECIFICATIONS �. 4 1 D — - _ PACIFIC FlWy ,. 11680 I .. 13UP94-0006 slr94-0040 J_. ............... ......... .................. OF Sa 2 3 4 M1CiWi4LMED Ijl �ljljljljlj I�I�Ij!�Ijljl I Ijl�ijll!jljl IIlI�Ijllljljlj Ijljljllljljlj_�Iljljljllljljl I1Ij11111 qi I ijljij{Iljljl i Ijijl;llljlj!'I Ijijljllljl� {jl I' Ijljllljljl;l Ijljljllljljl INION MAOI 0 CVMIA �� I!�Ilnniunllill IIIIIIiIIIIIII��IIlllnllllll Ilulinl nlllnn !IIIIIiII ►�Inlll!IIIIIIIIIIIIIIIIIIiinlllll�ljllll(Illllllllllnlllllllllllllllll�llllllllllllllll!nnllF tollllll InIInII IIIIInIIIIInIII�iililljlllillnllnl;illnllnillli�lilii Inlinil!Illllnli!,I�II�II;!��n r { .... - . .._.............. .. ...... ........»............... .... ............................................,...................... .., ...................................................... ... .......3.......... ........................... ....._........... ....... ................................................................................................ ......................... .... _. . - = _ \GRI \ 3 TOP, PLATE ` r -y----- ----- ----' -_-.- METAL FLASHING CAP TOP/PLATE 12: i - «.__ -- - - - - ------ ^ w f N ._ __ - - ----- - --------- - - -- METAL FLASHING A S M I N CAF L J� i Ur 4.21 - METAL WALT_ t (LASHING METALWALL I FLASHING i i � PLYWOOD CRICKET TO DRA N SEE PLYWOOD CRiCKE7 I METAL ROOFING ' � �`�.,,�� r TO GR�,'y - SEE � � �1ETAL ROOFING ROOF PLAN " ` I \ , �./ ,� I I ROOF PLAN � 1 � .` W E � # rn 5/8- PLYWOOD _ , a, 5�8 PLYWOOD � _ Q� . j `'�' BUILT -UP r BUIL'T" UP r 3 cn ROOFING ROOFING t CUt�tTINUOUS ;�/ / 1,'2 PL fW00D 5/8" PLYWOOD ��''�� CO�dTINUO S 1/2 PL '( WOOD _-. __-- ��` ,,, w METAL GJTTER X' PAY pR� -ENGINEERED-,-- - -__ METAL GUTTER j 8 W000 _ - - ---, PRE ENGINEERED_____ m PRE -MANUFACTURED - I _ _._ / PRE MANUFACTURED ROOF TRUSSES ROOF TRUS=ES °D SEE STZUCT�RAL. i" J _ ( SEE STRUC' JRAL ) ) 1/2' PLYWOOD .--_.-.____ -�----- -- -., p BA SU LAN c R- 30 1 ,6 BATT INSULA N c lLY WOOD I 3X8 P T PLATE ----- - `�' 3X8 P T PLATE --- - - = 1/2- SSE STRUCTURAL 1 /2.. SEE STRUCTURAL USA PLYWOOD FOR ANCHOR BOLT N — - FOR .ANCHOR BOLT \�_� PLYWOOD WOOD i PACING - ---- -- -- I _ ACING f N' STUCCO ! 2 1/2-- -- ��__ - N C� 16 2 1/2., I ( IF ` STUC - - E S e 1EIFS FINISH f 8' 18 X FINISH t ! S V STEM ! ---- - - CONCRETE 1 S`(ST E M ! ---- - - -- -- - _ . - -- - 818 X15 --- �- - __ BI_GCK __-- _.-- _-- _ 1____ __ _-- -- , - _- ,CONCRETE BLOCKTW . GYPSUM SOFFIT 1 1/2'� - --- -- T � 1 1 ,: 2•• � x5 W ` f N I 2 X 4 SOFFIT -- -- —-- - -- N � . BOARD _ FRAMING AT GYPSUM SOFFI i ,-ate (� I F �' 16 �_ STLIUCO ( EIFS!-- 24 0 C `'' 1 I BOARD , FINISH SYSTEM - 16. 4 c*� i _ io I GYPSUM BOARD �_� � 2 13// in STUCCO �EIFS U d -- FINISH SYSTEM �..� C5 i ---- — 1 Q SUSPENDED _.. - -- -- - - --- - ------ I � U- 5 10 ACOUST!CA- I }- rr CEILING TILE U O � REVEAL E� Q Q Q DETAIL 5 C I Q I f I L NOTE PROVIDE DRAFT 2 X 4 1;2 — --------,� 'COTE PROVIDE GRAFT I � I STOPS IN MANSARD ALUMINUM M^ I I STCPS IN MANSARD AREA �O AS NOT TO STOREFRONT S•(S cM # •� I AREA S.. AS NOT 0 j EXCEED 60 -0' IN F �' EXCED 60' 0" IN 7 I HORIZONTAL, DiMENSIOrf 1 INSULATED ! HORIZON' AL DIMENSION G L A Z I N G--- --- - I ' � ! rW 07 c0 ! I � : de r , A SEE STRUCTURAL (`SEE STRUCTURAL FOR CONCRETE BLCC FGR CCNCRETE B;.00K REINFORCING tyty REINFORCING J. PRE -FIN HED WALL - PANEL OVERGYPSUMG PSUM I 10/8/16 --- BROKEN --- _-- ` ' 10/8/16 -- -_— PRE F NISH'D WALL FACED ( --- BACKER BOARD BROKEN FACED PANEL c OBER GYPSUM F CONCRETE BLOC< BACKER BOARD .,. CONCRET.. BLOCK ' „ 4 -COURSES! - N r4 - COURSES Z 8/2X16 — �,, ccO _ o s 8X2/16 - CONCRETE BLOCK �-- y4F"' r 'n ' v CONCRETE BLOCK 3 COURSES -- 4 ' CONCRETE SLAB v - 1 3 COURSES - 4" CONCRETE SLOB w ` SEE STRUCTURAL t I SEE STRUCTURAL w m : FOR REINFORCING CONCRETE SIDEWALK FOR REINFORCING �- J CONCRETE SIDEWALK I � TOP/SLAB SLOPE TO DRAIN ' TOP/SLAB SLOPE TO DRAIN I N - _ - - -- - u, (y } PERIMETER SLAB PERIMETER SLAB INSULATION X 2' -0' WIDE INSULATION X 2 0 Wi,c f ---- - t FOOTING - SEE - � FOOTING -SEE � STRUCTURAL �� STRUCTURAL i ? 2 WALL SECTION ' 2 ~ WALL SECTION PACIFIC HVVY . g &SIT94-0040 BUP94-fes .......... ......: .... 12 OF 80 .._........»............ ..... ..........1...................................................................................... ............ ..........,.............................I........................... ... ... . .............. . ... - ....... ! i 2 3 `'AbfiLMED'MIC iflll �il �l lil ii�IiIl I• i �� i�i�i I i�i�l�i�►li�� i�i�i�l�i�i�l��!� ��I��i�;i�� i�i�l�i�t�ili �!I!Illinnliil! !!!!I!!!!il!!!i!!nl!tI!Ilt!! u►Ilnll nl!I!u! !!!Illill lullllll l!!IiliIIIIII!Illnlnulnllll!!II!In !u!VIII!nII�!nli!II!IIIlilnn�ll�!II!nlnulnnluulnn Inl�nll Illllnnlnl Innln!Ilunlllnl►Illlnlll!nlmlllunl!IIII!IIiIICIIInIIIIInIIIIIiIft! ......«...... ................................ ....................... ....................................................................... ............... ................... .............................._....... .........................._-_1.............. ........................... .... ...... 2 3 4 .............................................. ................................. ..... . ... . ..... 7 ...... ...... ............................ T. ..................... ............. ....... .. . GRI 16 TOP/PLATE /, METAL FLASH;NG CAP METAL 'NALL FLASHING \ i / FIBRE CANT METAL ROOFING �' \ "� METAL ROOFING PLY WOOD SHEAr-ING A 5 8' PL Y W 000 5/8" PLYWOOD..,,. BUILT -UP ROOFING, u; CONTINUOUS CONTINUOUS 1 /2' PLYWOOD k UJ uj METAL GUTTER X METAL GLITTER PRE ENGINEERED__ PRE FNG:N :ERE:)-----> UFAC1 PRE MANUFACTURED PRE MAN -URI:c I ( 111:0 co ROOF 7RUS' TT cc SE S LAT'L ROOF TRUSSES SEE STRUCTURAL, 16 , SEE STRUCTURAL 1 /2PLYWOOD `�X8 P T PLATE (JCA 2 LAYER B t��m----___ _E STRUCTURAL S TYPE X SEE STIR FOR ANCHOR BOLT GYP BOAR PLYWOOD STRUCTS 1/2" COD x1- SPACING STUCCO CY 2 1/2" S%C�O (EIFS� BATT INSULATION R- 30 iEIFS FINISH FINISH SYSTEMI 8 /8 / 16 SYSTEM) CONCRETE BLOCK cKn n n 1/2" 61 cn 2 LAYERS NGYPSUM SOFFIT TYPE Y GYPSu;,,l tAJ BOAPD >— UJ SOR 1I' 1NO VENT SOFFIT BOARD I ECGE f. 2 LA'{ERS GYP BD 11 _T_ REVEAL 2 z DETAIL SuSPENDED ACOUSTI0 CAL u _r I f TO - - C'EIL'ING TILE VINYL FACED LL0 O STUCCO (EIFS I FINISH SYSTEM) C) N07E , PROVIDE DRAFT o STOPS IN MANSARD GYPSUM BOARD A AREA SO AS NOT 70 HEA�6'� AND ..AMBEYCEED 60' -0- IN !! I HC)P1701N17AL DIMENSION cn CD -- -------- CIO co SLIDING 7YP69-7 STAINLESS STEEL SILL DRIVE -UP WINDOW uj 6 x u Ln z j 10!8X16 _ STAINLESS STEEL WAINSCOT BELOW II BROKEN FACED DRIVE -UP WINDOW BY WINDOW W16-d7H 70 FINISH FLOOR ca C3jNCRE7E BLOCK f CONCRETE "�RIVE U) 6� SLOPE 70 z 0 ca DRAIN8/2/ 16 CONCRE7E BLOCK 4 CONCRETE SLAB uj SEE STRUCTURAL uj a) CONCRETE SIDEWALK FOR RE!NFORCING TOP;SLAB TCP, SLAB SLOPE 70 DRAIN C3 PERIMETER SLAB INSULATION X 2 J N,DE SHEE',' NO FOOTING-SEE STRUCTURAL. WALL SECTION- _ _ -7 1 ON I WALL SEC v - 10. PACIFIc Hm., im8o LL, 131JP94-M & SlT94-0040 .................................. .............................................................. ... .... .... .... ..... ...... ..... ... ... ....... ........... ............................................................................................ ......... ....... ........................ .......... ..................... ............................ ............ .... ................................ ... ...... .... .. 13 OF i5o 2 3 4 it i4L lc MED i I 1111ililyll I I I I I ''I"ill Jill 1111111 Jill I lj1W 111111111111 ill 11 Ill llili Ul INC" MM 0 CHNA I li _111 ill - -4 1 14 1 17 if I I z 31- T 2 I 3 4 5 t 1 DM( SEE SCHEDULE - INSULATED . GLAZING SUSP ACCOUS " y WEATHER STRIPPING CEILING TILE . 2'X 4 1/2' ALUMINUM 1' INSULA LD r ALUMINUM THRESHOLD STOREFRONT SYSTEM GLAZING / SET IN MASTIC SET IN MASTIC7M ?' ,{ 4 1/2' ALUM8'18'X 16' I - 9. 0. �� e J • FLOOR FINISH SEE - FLOOR FINISH SEE i� STOREFRONT SfSTEM CONC BLOCK _ --- ROOM FIN SCHEDULE ROD SEALANTROOM FIN SCHEDULE p _ - -- EIFS FINISH \ STUCCOS -- - �- - WOW FRAMING _._ VERIFY WALL THICKNESS ROD � SEALANT - �'`� ` -GYPSUM BOARD . • :� _ ------_ - - __ _- - 11 `__ _ __.. -==== - _ -= - FLASHING - • - 8 6' ' ♦ �-+ UJI z k --- WOOD CASING CONCRETE SLAB - CONCRETE SLAB GYPSUM BO SEE STRUCT SEE STRUCT �► ' � 3` -- 1'r z a[ �I !I WOOD FRAME CONCRETE WALK 1� 2' 1( 4 1/2' ALUM U W h !I i' SLOPE 1'0 DRAIN ` -ONCRETI NALK STOREFRONT PSTEM L z 1 ! ----DOOR SLOPE TO DRAIN CIO aj °D i i SEE SCHEDULE 1' INSUL GLAZING to 10 15 DOOR HEAD/JAMB 12 DOOR THRESHOLD 9 STOREFRONT SILL ( 6N� VERTICAL MULLION 3 STOREFRONT WINDOW HEAD USA 10 SCALE: 3'- 1'-0' 10 SCALE, 3'- 1'-0' 10 SCALE, 3'- 1'-0' SCALE, 3'- 1'-0' 10 SCALE 3'- 1'-0' P- - -- --- GYPSUM BD 0.6 W W 84 8'X 16' SOFFIT FRAMING- - CONC BLOCK, _ I 214 S AT 24' 0 C (Yo Z --, SEE STRUCT o ;-- �_ EIFS FIN, ( - SINGLE GLAZING IN __. ____-__ 1' INSULATED CONC BLOCK �-- S SH (STUCCO) TRANSOM PANEL GLAZING I O I -------- -- -' ABOVE DOOR EIFS FINISH O N", t p • i o `�' (STUCCO) I u► (� LL Ld X. � ° � � 2" X .� 1/2' ALUM ROD b • • R00 >S r� 8'-6' I �' STOREFRONT SYSTEM 2' X 4 1/2' ALUM SEALANT -\ U O SEA[ ANT _-- ---- =—_ -- - --- --- ---��-- - '-- - STOREFRONT SYSTEM FLASHING • 8'-6' e� Q -� - --�- FLASH,NIDA- UP -- w �.,� CL Q 0 _--- __-- -- GYPSUM BD _ HOLLOW METAL FRAME ---- ----- --.----- ALUMINUM " ►- �n ,, - GYPSUM BD Q ENTRANCE DOOR 2' X 4 1/2' ALUM HOLLOW METAL FRAME - GROUT SOLID �� C' _ `� S 3 %-� SOCIO GROUT - - -- \\ SEALANT - - STOREFRONT SYSTEM - -- - -- - - DOOR SEE SCHEDULE ---- LINE OF REVEAL BEYOND --�- -- - - ---- 1' INSUL GLAZING \�----- _ 10'X 81 16' BROKEN - i FACE CONC BLOCK 6 S 14 DOOR HEAD/JAMB 11 DOOR JAMB 10 SCALE; 3•- 1'-e• 10 SCALE, 3•- 1'-�• 8 STOREFRONT DOOR HEAD _ 5 HORIZONTAL MULLION 2 STOREFRONT WINDOW HEAD r 10 SCALE= 3'- 1'-0' 10 SCALE, 3'- 1'-0' 10 SCALEt 3'- 1'-0' ui - v 1' INSUL GLAZING N m ALUMINUM _ 2' X 4 1/2' ALUM ENTRANCE DOOR STOREFRONT SYSTEM -- ---- -- --------- 2' X 4 1/2' ALUM ----- OD SEALANT & R \ STOREFRONT SYSTEM ------- 1' INSUL GLAZING ' EIFS FINISH (STUCCO) ____ ALUMINUM -- SEALANT & ROD 2' X 4 1/2' ALUM ENTRANCE DOER _ !" INSULATED -- EIFS FINISH (STUCCO) STOREFRONT SYSTEM _ ALUMINUM THRESHOLD GLAZING TILE SILL ------ - m SET IN MASTIC -- 2' X 4 1/2' ALUM - �_ SEALANT 0 . Fl OOR FINISH SEE STOREFRONT SYSTEM --'+ to ROD _ Q, w R' )M FIN SCHEDULE — Z C.3 ♦-��-- - - \ 1 X 4 WD �s •- -TRIM BO �. -- - ---- • w o2S -J CF) C 1 -- - IO'X 81 16' ► O F-- I - - _ - `�- __ _ `\- - .r. • BROKEN FACEO IiiDREFINiSHED -., t CONC BLOCK •� I I ` WALL PANEL n � \I- CONCRETE SLAB SEE STRUCT --- CONCRETE WALK --- --- - - -- - - 1 J M 8'X 8'X i6' CONC BLOCK SLOPE TO DRAIN �-' - _-- -- ---1 ........- - - ----_---- --- - � � , G , FS� BD ALUMINUM 8'X. 2'X 16' �-- GYPSUM BD ENTRANCE DOOR 8'X 8'X 1E' CONC BLOCK SOLID BLOCK - �i - SHEET N0. GYPSUM BO li LINE OF WD TRIM, BELOW 10 � --- LINE OF WD TRIM, BELOW rA - TILE SILL BELOW 4 10 STOREFRONT WINDOW JAMB 10 ENTRANCE DOOR THRESHOLD DOOR / WINDOW JAMB _ _ 4 STOREFRONT WINDOW JAMB -"' -- --- - rl STOREFRONT WINDOW SILLSCALES 3'- 1'-O, 11680 SCALE, 3'- 1'-0' — -- PACIFIC HWY . 10 SCALE= 3'- 1'-0' �� SCALE, 3'- 1'-0' a slrtsa-oo4o SCALE, 3'- 1'-A' BUP94_(X*6 I [ 1 14oF60 2 a 4 � 141994 MICRORLMED II� I�I�IIn"II Ilili�il�Ii ili��li�Ili�i I1111111111111 !i�lil��;t{ IIIIIII�II�II I II1111�`IIIII I II�I�II�II1�1 I IIIIIIIIIIIIIII �i�IIII�IIIII;I IIIIIIi�lI111 1111IIIIIIIIIII1111 IIIIIIIIIII�I!IIII rill11111 IIIIIIIII IIIIIIIII iIIIIli1111I111111111111I111111111IIIIIIIIIIIIIiI IIIIIIIIIIIIIIIIII1 (IIIII1111111IIIIIIIIIIIII llIIIIIII111111111-11111111111111111111I111111111I11111111111 ..._.._.. ..._......................................._................................................,.......................,..,...-............ .......-...I......... .................................. • .�....... .H. .t•. ....1.1... ....Y.Y. ..... llsrr./t1.Y...................•.n........................r....:....-......1...,.-...... ... ....... ... .......... .. ............r.. ........ ........ ...... -.. ... r ! 2 T......................................... ....................... ...... ......................... .................... ................. .............................._.............................................4........................................................... r........ ..._...... . ................. .. .. .... ...... ........... 5 T I 't ►r" 1UE SCHEDULE '-1 t• � ' �`� - - . . A 2X4 RECESSED FLUORESCENT WITH PARABOLIC LENST 1 VERIFY EXACT LOCA ION OF LIGHT FI/TURES IN DINT^qG = B 1X4 SURFACE MOUNTED FLUORESCENT AREAS WITH FIXED SEATING ON KITCHEN DRAWINGS {►� ��! � j C RECESSED FLOURESCENT F'XTURE 2 FOR LATERAL BRACING OF SUSPENDED „FILING SYSTEM _ SEE DETAIL 3/13 t��J D 2X4 RECESSED FLUORESCENT - - I -� 3 WRAP GYPSUM BOARD UP S'DES OF ACCESS OPENING b -- I E 1X4 RECESSED FLUORESCENT W:TH PARABOLIC LENS -r=- --- AT BOTTOM OF ROOF TRESSES If 31 G G ' F RECESSEC EMERGENCY FIXTURE �� ua 2 T (7 = G RECESSED HIGH PRESSURE SODIUM FIXTURE � H DECORATIVE MALL FIXTURE BY OWNER -� z y V VENDOR FURNISHED FIXTURES (VERIFY ITLAYERSl � • �� 0 E WITH COOLER/' 2) G�f P BD X" E FREEZER MANUFACTURER • SOFFIT AT DRIVE THRU ----- -- - � � � � . w CANOPY r� 3 ? X EXIT FIXTURE re t uj G r, ------ _ - -- --- — — ♦ w Z STUCCO (EIFS FINISHL _ �= c V ,n z i CONTINUOUS SCREENED VENT`� __ G G SOFF I T co ® PANEL - ------- --- -----_ ----1 r' SOFFIT ACCESS PANEL _ _ - - --- __ - --- _— G h, A �- r� D _ Q GYPSUM SOFFIT BOARD �./� }- -- ------ Lo ® �, = €xH4UT C H " 2� MELAMINE a ESS I C "C•--- - � DJ�T a :::w RS ABOVE �NIN l GYPSUM ;t..�};.ti "' C BOARD ALIGN Wi LOW ... 1 ._. REEZER V �. 3 _ XOLIJ WALL BELOW -% - / ........ ------ . ........ ( �_ r. lY - I i.� LIJ • E ( — `ae =i D FACTORY ` ' ( �- CEILING I [DF SU ENDE ACO' STICA -J G W I I N T XD -- pGYPSUM SOFFIT BOARD_ O , -- - CONTINUOUS SCREENED V NT _ - C I i (2) "MELAMINE" F STUCCO (EIFS FINI HL_- G � XA \\ `'' CIRS ABOVE— A7CC3S S A XA ......:.. D FREEZE'R(y IPEN'N U � U �57 L ___ �:S::L• .SSSS::: :ttSii'.•.:. \Y/ ' GYPSUM ------ �.ai•• ii:ili:• t•aj ....L:1'..... N. O I — I BOA E - _ W i SOFFIT ACCESS PANEL - C - SPEN t EXHAUS FACTORY — I (__) R ADER )t CT CEILING I I 13. O 2 I B A • 4 4 4 8 _ — 1 .....: V T, i METAL CJ D LADDER J1 { — F Ll LSPE DED _ COUS , ICAL ; z I � W M ' YC ._...:. D — i r - _ EILIN TIE n G I G �PaUM T _ JSOFF; BARD __ 0 _ XD - � I � � � � 13 TYP E0 . ....- i COtiT NJ„US SCREENED VENT _ ;3 - I a T '--DRAFT S OP IN ,ATTIC ABC+V >�- _� I ', I , STL!CCO IE FS FIN SH, GYPBO 0 TRUSS TO `; (;® -� --�- --- ROVF_.DE_ C NB0 E „ w t C -- - - > e I s ( '� D _ - SOFFIT ACCESS FANE� m I (30.... I ; ......... 4' A 0 ZA �. r- p I I 0 tj B _ - _. - A .. . „ GYPS' M BOARD W C r ---� ALIGN W `--,�.. G > / C 1'VDW it'MB — _ C C - — — --- — - j m I I GYPSUM C C -C- C E 0 G BOARDCO ® I N.J) c� ® ICA- ILEA � H I AD a r'. MANSARD ROOF - - --_ - - - �JA I � - C DRAFTSTOP — - -_ --- z I� ' ATTIC i G r- ' G G \ G 4l G TYP : .;.` ^• I E----------- --------- GYPSUM SOFFIT BOARD � I --__ uj w z C G - -- -T II`- = SUPPER SOFFIT ❑ _ _ _ OPENING ACCESS _ - - - - - \ �` ILL CONTINUOUS SCREENED VENT SOFFIT SUPPER uj L1J 111 ►W- r f- J �, ACCESS PANEL ----------__ ___. Y.-_—___._.____ ___._._ _- __.__ — \ OPENING � �' U o � (ILI �, � -____ - STUCCO (EIFS FINISH PANEL SHEET NO REFLECTED f C ILINC� FLAN PACIFIC Hyy_ 11680 ,`\ - 2 1/4' 1 • 0 .. . HUP94-0006 & SIT94-004 .1_1.5 OF ro .... .......... ...... .... . . _ ................................... ............... ............. . ..... . .. ... 1 5 `� i' 1. 4 1994 IC RLMED I�III {Ili�l �l� III�I �I�I�IIi I I�I�III�I�I�I I I�I�I�I�I�I�I� IiI�I�II�i;!I Iilil1lllilil Iil1lillliljl I Iilililll1lil I lil1l1l1lilil �llil1lllilll�l I Iil�lllil�lii lil�l�l�l�l�l INCH MARC 0 CHINA !n!I!liliuulliu nillnl!►nlll!!tlltntltnt ►tttltttt ttultttl +initttl ttnittt�intlttttlttttlntlln!!Iltltllillllilil!!!!I1 IlI�I�l�lllllllllllll�lililliliillllllillnllliulullllilllllil !i!lllii! IIIII!lnlliiili�illlnil!!illlnillnllliilllilltnnlnllllnllllnl�lnlnllinninlll!!i! T 2 T 3 4 T Y7 1,' r.. rJ, J A PREFINISH w z C AP \ WALL VINYLT________ Q) . w 3 WOOD TRIM ALLIGN W/ WOW SILL L - - "'-- - _-- -- -- —. // ♦� W haad r —---- :V m G m t--•- --PREFINISHED WALL PANEL-------.:o (� (� 2 .- m m WAINSCOT tn z 0I BARRY TILE BASE — 7iH�2 - k 4 ,, 4' - 1 -0' 13 READER BOARD (F --- -- — 1.. 1 �� ILS �— �r uJ d 2' 0" X ---�` — LINE OF WALL AT MENS ILA � — ALUMINUM TOREFRONT WALL 'VINYL-y 0-) elfWALL VINY[ a; , 3' 0" MIRROR ' 4' BACKSPLASH 3 Z LONG WITH INSUL TED - GLAZING I II -y G m --� 5 GRAB BAR ` 16 WOOD TRIM --- cD SEE OR E-UP r, FRP WALL }- -- -- -- WALL �� VJ�NDOW ELEVATION PANELS 6FB=%'=RA�E COUNTER VINYL BE MONO > <- PREFINISHED WALL PANEL -- > E` a S..E KES �,� - u► WAINSCOT DRAWINGS _ QUARRY TILE BASE !QUARRY TILE SASE U d QUARRY TILE BASE RUBBER BAS LL_ - -- n MEN'S OPP HANG U u_j 0 12 3 12 Of � z Q GYPSUM SOFFIT 'MELAMINE` AS RECTI:IRED IREO TO HIDE CONDUIT ,4 SHELVING r _-.. BOARC WALL I - - MALL , N VINYL I AL.UMI UM STOREFR T VINYL a)�• SECTI NS WITH U) m I WOOD INSULATED GLAZIN I I T y w m I TRIM GL TGL WOOD 2X2 __._ ,-�- -- - ELE-C"RICAL PANEL _ I -� — TGL TGL TRIM% b I SUPPORTS 4' 0 - - -�'_— LA INAT 7 PREFINISHED WALL PAI FL --� PREFINISHED WALL PANEL ' LAMINA'T'E � ~ ---- OVER WAINSCOT TGL `. TGL WAINSCOT J S x S �. d � � o W < RUBBER BASE RUBBER - t w BASS Q.'ARRY 'TLE BASE QUARRY TILE BAS _ w � , r > � � 4 12 STORAGE SHELVING FINISHES "MELAMINE' SHELVING WITH PREMANUFACTURED I , - EDGE FINISH -� ALL EXPOSED SURFACES OF 2X2 SUPPORTS TO 1 Q' - 1 -0` RECEIVE PLASTIC LAMINATE FINISH 1/4' - 1 Q" CABINET DOORS/FACE TO RECEIVE PLASTIC cc LAMINATE FINISH 3/4' SCRIBE STRIP 4 ,�_ 4 J � I' • ADJUSTABLE SHELVES ;` i3 E. it3�\ i t MELAMINE' ALL INT --- ----_--- --- --I----EG CONCEALED �--� ca EXT SURFACES HINGES TYPICAL �r --- - - __.— _ -- - -•-- r P '� — — — „rt 0) --ADJUSTABLE SHELVES - '° T ALU INUM STOREF ONT WALL"' T Q �1 ..• _ <— FRP WALL f EO SHELVING SEC IONS WITH VINYL PANELING --F --. 3/4' PLYW OD INSUI GLAZI TGL G I F- W N F7 i` (3) .2' X 3/4' 11 a I ! ! . BEE S►D I EE� OVER 2Xa w00D L h w �-- w CEJ s t- cv 'MELANINE' SHELVES t 1 l� 1 STAINLESS FRAti11NG TRIM r w �- I TGL , �, 7Ic W/ STANDARDS b STEEL CAP -- - E ►. -- - - _ --_– _. — - __ -_- -A -_ __ u f� ,. o FILE - �'� �/ BRACKETS AND FACE �� v 2X2 SLIP S so F AT SERVICE ' POT i N '-OPEN SINK %� m 4 0 �`-- - --- PREFINISHED WALL PANEL G f - -- - - - SCG WAIN T . .... .... = RB- RUBBER __. NOTE PROVIDE LOCKABLE POLE RUBBER BASET — - -- -- BASE UNIFORM CABINET WITH IQUARRY TILE BASE W SHEET NO E 'MELAMINE' FINISH AND WITH Y LOCKABLE COFFEE STORAGE ;T ABOVE 1 2A _1 k 1 2 - - \ 12 J 1 1,'4" - 1 -0" r L P?l;IFIC HWY., 11(?P.0 f >7'IJP94-00.'16 8 SIT94-0040 � 16 ;7F 60 4 5 i.w++►+-..-............... ....-..... .... ....... ... E 1. 4 1994 h0 FiLMED IIIN11 Ij:IIIIlllssls;s1i1i;sls slsisls1sislI slslll11111I►II ililillislil1 1111111i1ltll 1III1I11IIII1Illlll111111 ► 111111111111I� IiIII ! Illill-►1il1ll INCH M at IN CHINA '�Illlllltliill(II nlltnl'�I!`Illliu�lnll��l� ��I�� Inlnll�lllllllll IIIIIi��) ��I�nl��l�l�lllllllllllnl�l�llllnf�llnl�Ilii14lllllilllllllllll IIIIIIIIIIIIIIIIIIn►nnllllllllllllin Inllllll Illlllllf�llllllnl�fllllllll�llnlnll�fln�nfl�fnlllnl filllllll�lllllllll�lnllnnln�l 1 t^ l 2 •1- 3Y I 4 5 ` ERIFY WALL MATERIAL 6' 0 T 3 0 ' 1 - ATL BILIZER BAR BETWEEN ANCHORAGE CONDI I N ' MEMBERS AT PERIMETER.ERCOJN - SPACE - - <---- ADDER PROVIDE 2 11 ,�. - -- _- -� I SET'P�ti6 ,A�, kp`rl V• �' L o FLAT BAR CLIP AT MEMBERS WITHIN 8�F P[RIMEREIR ccr ;►� ��.0 T" F=RAOM WALL © CC WELD SECIt_ A._ HAti,_K„ .v TO SIDE RAILS - \ •10 SCREW EYE MIN), TYF ? '_C ^•G S'RjC% tE V •: fys 0 BEND CLIP AND PAINT 501-10 BJI�OING STRUCTURE TRAPEZE GjC'NORK AND - SECURE AT WALL ��, I - COLOR TRAFFIC OTHER .ARGE OBS'RuCTS - ; ' ALL SPLICES 6 6 WHITE � CONNECTIONS 1. 6 •. ;, - I_- 3 4' RADIUS SHALL HAVE �--- - � i ' ''` � LANCSCAPING SMOUTH - ____'� -- - - -- 8 ---- -- - -- - 8 .. PAINT BLOCK "` ,,.......w...,. 1 TRANSITIONS 1- •--1 STYLE LETTERS HOT M'XEp .AT RA BRACING \� � AND SHALL BE - -----�- -_ - -- - -- - W/ SOLID COLOR ;�` `-`= ASPHALT 'SEE 'OTE) (� FREE OF BURRS T °�' - - _._.._._ _ __ _. L� TRAFFIC WHITE - y PAVING 3, �" 0 C RUNGS 12' '''''ITER WORD ' AND SHARP OC - DRILL SIDS �c' __- EDGES RAILS & EXTEND UNGS ON ARROW ►- THRU AND WELL U +� o VMAIN RUNNERS AT 4 0' 0 C -, ___ 2" X 1/4" `0 —. CONIC CURB 8' MAX SUPPORT W;TH 112 WORE AT 48'0 C a! • w BEND SIDE - WITH BARS , } RAILS TO ,__ FLAT BAR RAILS CONT TOP 6 \ rt CROSS RUNNERS- ANGLE ,� z W BOTTOM FIT BETW,.EN A 4'-0• 4._ 0' U w FLOOR AND _-.___ `.� MAIN RUNNERS - - - -- -- � •� � m SECURE WITH -- PAINT LADDER ° CU tt'j z V 1) 1,'2' ROUND a ENAMEL /•2C 6' 0� _ 12'-0' OC EA _WAY KWIK' BOLTS `Q \ DOW - MAX LATERAL BRACING AT 12 0' EACH �IAr ao MAIN RUNNER TO STRUCTURE BEGIN BRACING W!THIN 4 -0' OF PERIMETER 4r_ ''�'�' - -- AND 2 -0' FROM CROSS MEMBER I 11 LADDER DETAIL �5 DRIVE -UP DIRECTION ARROW �� I . SA CURB DETAIL 3 TYP SUSPENDED CEILING 13 SCALE: 1 1/2'= Y-0' SCALE: 1/2'- Y-0' _ !" 13 SCALE 1 1/2'- 1'-0' 13 SCALE N T S LIJ SEE SITE PLAN AND SPECIFICATIONS _ W DEWALK AND CURB . ►- --_-_ ____ ---- - - ---- FOR FINISH AT S i - , 1 8 8 - - -- - - PAINT SOLID 6 - ----- C COLOR TRAFFIC 3/4' RADIUS WHITEco GYP BD % 4.J_JT'�AL ! Lu Z Z T �-�- __- --- - \ r HOT MIXED �rA O PLATFORM 1,'4 HICK ---- --- - STEEL PLATE WITH {�, — -- �I° ASPHALT I CEILING Tia, �`� MEDIUM SAFETY I c► w PAVING — > PWD SHEATHING IL W PATTERN / _ - — - __ ,� 4' CONC WALK - _ - = CY_ PAINT 3LOCK MENU BOARD SIGN -� Q o STYLE LETTERS NI I, nr W SOLID COLOR -WD FRAMING '+ 0- p 0 - -! - / CONC CURB - ALIGN TOP W/ TRAFFIC WHITE - WITH N4 aARS ; MEeG, ( _ -- -- _ AT 24' OC ' I % CENTER WORD CONT TOP 3 �* CLCSET WALL BEYOND j.� � FLMOP IN P T � - __3 ©- --_'-1 - GYP BD ' ' L'3BOTTOM W.C2YE PLATE � ON ARROW �L 1O 0 , oIui - - — FRAMING--- - --- - �`� , co _ - ----- 6 \ EXIT ON' Y ARROW CURB/SIDEWALK CE1' AIt_ 2 DROP 'NALL PLYWOOD 13 ` SCALE: 1/2'- 1'-0' SCALE- 1 1/ = - _ SCALE 1 1/2'= 1 0' 13 , 2 0 u, b ' U V W t .«_, yy CAGE FRA �E: I ---� = 1' SOUARE TUBING WITH h, 9 Y 3/4' EXPANDED 1 6 TUBE STEEL . § METAL OVER PP,OVIDE I - - i i o i '� I m HEAVY DUTY HINGES II DOWNS OUT i� > z AND PADLO:K HASP ' APPLY SEALANT FAINT SOLID COLOR - I LE�Elj ARO�N0'0°ENING ��---�; � _j �W-TRAFFIC' WHITE 7-Tl CONCRETE E CURB `- Skm, 6 TC SEC 'RE LL, O rL� 07 v . _-- W ; ; ; ACCESS DOOR ; ( i J C 'FET A L LADDER G D E R W U N ' HOT MIXED LANDSCAP NG — ---" - "- -- ` ; " HINGED METAL SEE DETAIL 11/13 -- -- I in SUSPENDED ACCOUST �— - ---� W , ASPHALT - o CEILING ACCESS DOER -- Z > i -4c n NAVINC `D STANDARC' CURB EPCYY i �, - -- 1 1;4' 1 1/4' X 1;4' — - -- - 4-- 114:- �� -^-1-- - _ - -J• WO TRIM ; - -_ — « NOTE DIMENSIONS 3 0 - NOMINAL VARY TO - - -- -- ---- -- - --- -- \ -- 3!16' RADIUSTYP c.+ccT ti0 CONFORM W i T H ---- ------ f - 5 CURB MACHINE - G ,°SUM BD . APPROVED BY ELEVATION SECS , -N ARCHITECT --- ?X FRAMING EXTRUDED CONCRETE CURB DETAIL 10 \ LADDER SECTION � TRAFFIC Dla CT ' �N, WK4'� GYP FF R E ARROSQ IT/ SUSP CEILING � 1 T 1� P D S C`EANOUT SCALE' 1 1'2 1 0' �3 SCALE: 1/2% 1'-0' SCALE' 1/2% 1-70' 13 SCALE: 3'- 1'-0' — _,/ 1 SCALE 3'= 1 0' ---� - 3 �- PACIFIC NWY , 11580 _ L 1 f .- � BUP94-0006 !� SIT94-0040 17 OF 60 2 S MICkaMERD �� I� I�lilfltl fMAlcln�IcNl�i I I;I�I`I�IjIII I I�I�III�IIIIII IIIIIII(I(I{I I�IIIII(I{I{I f{I{I{t(I{1{I ► 111{t{I(III�I I{IIIII( III{I I{IIIII(I{illll t'I{III(I{III{I IIIIIIIII{III III!IIIIIIIIIIIIIII IIII{IlIIIIIIIIIIIIIIIII{1111 IIII{illllllll{Ilil IIII{illi IIIIIIIIIIIIIIIIIIIIIIIIIIInIIIII��IIII�IIIIIIIiII IIIIIIIIIIInIIIIIIIIIIIIIiIIIIIIIIIUIfInIIIIIIfIIIIIIIIifillllnn IIIIInII IIIIIIfiilllllhi411�IlIInIIIIIInlifnlilill111II1!►111IIIfiIIIIIfIIIIIII- II- 1�114{Inlll�il i r 2 T 3 T 4 _ 5 • r T �� C2) 1 1 i A � U � UX J t .�+ N 3 W y Z `V � T � t �n 4 Ii 6X6 QUARRY TILE TYPICAL WITH ACCENT TILES AT - A DINING WAITING AND HALL lttj I- r- D� - w B.% L - II I �- - ►-,�- - - - I - ` :: FACTORY ' bi 0.6 L'L M V J_ —� - LLI U D Z I a 3z .- - s 77 r 11J i� � - 11 1• � r � z -'i Y F A, J Q W - ,' R _ - — - - ------ j== -- - - ---- - - I do 4X6 ACCENT BORDER TILE Q o I \\ AT RESTROOMS O � T W u (y) PAVING PLAN NOTES , ' ❑ [ ( 1 VERIFY ALL FLOOR DRAIN AND FLOOR SINK w uj N LOCATIONS OL o �2� SLOPE FLOOR TO FLOOR DRAIN SHEET NO. Av N P,LAN� 1/4' - 1 0 14' FIC HWY,. 11680 --_—_-_ PACIFIC I BUPg4_0U06 & SIT94-0040 I / ,a OF 60 3 1 a 14 1994 MIC RLM Ea ,11111111111 JIn"il II l�ilijil it 111111111111 Ilillll��l�ll �I►I�I��I�I� I(Il�ll�lli(I I(III(I�i(1111I Ii�l�l��il►11 I �111,11�11!(_--w - 1,I Ilililllll1111�11 I I(III�IIIIIII IjIIIII�IIiII �Illnliuilhni mihIII�IIIIIInIlllnlllll tllllllll Illtlllll ilnlltll Illllllu illllutlilllllnlllulllltltllulllln 111111!1111nllllllllllllll�Iillllll�llninnlnnllnlllnllnn 1111111111illlllllllllilltlllillllilltllltlllllltlntllulllllllllnl nnfnulnlllrn►illlllilll��i r T 2 r 3 4 c . _T_ N^TEs I T rPICAL BLOCK ..OUT AND STEP DOWN ALL ROOF DRAINS" 2 VERIFY LOCATIONS OF GAS PIPING THRU ROOF - SEE ,. ,... ALSO DETAIL 2/M1 f -I 3 ALL ROOF CURBS FOR MECHANICAL EO,)IPMENT TO BE , PROVIDED BY GENERAL CONTRACTOR LOCATE CURBS TO PROVIDE DRAINAGE ALONG ROOF SLOPE VERIFY LOCATIONS AND NUMBER OF ALL ROOF MOUNTED EOUIPMENT W;TH THE _ �� -- - MECHANICAL PLANS 4 ALL MECHANICAL UNITS WILL SET ON MIN 6X6 LEVELING r CURBS THAT WILL BE ANCHORED TO THE ROOF FRAMING WITH W 51MPSON H2 5 ANCHORS AT 48 0 C MECHANICAL GUTTER GRAIN ---- CONTRACTOR WILL SUPPLY THE ARCHI-ECT WITH LAYOJT OF ------ -- _ Q,) ►- _ ___--_--- --- --- -- - - - , :,=E2 ❑ _ OF THE UNITS THE CURBS AND THE UNITS WILL BE REVIEWED GJTTER "'RAIN +-A -� z i (] FOR COMPLIANCE "' ujj SEE'. 16 (� +� i � . CONTINUOUS I _ METAL GUTTER -__ _ ---------- . -_..- _ - ----- I - - -.__ y .� GUTTER DRAIN � -—--------, -�------�-- --r---- � - — ---T-----1---�� w w DOWNSPOUT AT SEE e162 � BUILDING LINE _..__.__ —__-- - ___-- _��.-__�__-_�_.___. �" � C� �Ln META ROOFING -- - -- -- - -- ___ ROOF _ _i G 1 . LIGH F!YT RE f ---- ir 71 DOWNSPOUT — _ ........ -- --_ DOWNSPOUT AT BUILDING .... ..... ......................................... ... ...................... .... ...-" ..........._.. .. ......................... AT BUILDING I s LcA INE U LINE _------_-- -- -- --1 ---- i'� W E Il_1LJJ (a�--- - - - - ----- -- .. --- - -- w o ❑ METAL FLASHIN • I iw CAP / /° ---- - --- a �ASE HOOFS ---' L PLUMBING- GR ! i I ° r J VENT THRU cTYPICAL OF 3) -------- - '� I u, ROOF 1 SEE F= J16 ! r- 16 L2 �3 _ TYPE ..B' GAS �- i �. - / VENT THRU METAL It _r 3 C` l I�� Z F �. _ \ ROOF SEE b LADDER I , ® { cj E� i - MECHANICAL (` EN 1c\ U � UNIT ON B MECHANICAL ROOF SEE 8 i- �' 1` C) I � 0 UNIT ON R00� SEE /8 COMBUSTION L DC k - AIR INTAKE Q THRU ROOF r;, 0 SEE METAL I l METAL METAL BUILT-UP ROOFING U L CLASS A OR B ROOF MOUNTEO\ CAP __ ___ o - l ! EXHAUST FAN • ; , ME"AL FLASHING t I u co , SEES S a CONTINUOUS— CAP �- CO^?IN I�{� Mc� METAL GUTTER - JUS II YE-AL T_ (' to PLUMBING - 8 X 12 GAILY VENT THRUM METAL - LOUVER ROOF �� 4 R:CF :RA'N-- {- --- - J 4 s 4' ROOF DRAIN 'FENT - TYPICAL / c, o r OF (10) LOCATIONS SCUPPER G°ENING W ` SCUPPER OPENING SEE ALSO 7 -�-'!` AT ^ _�____�- I �; `� z Ln w I'I la! w 3 z .n ❑ / AT -2' ABOVE ----' - `'-- ROOF DRAIN < 4 O N I � RG:1F DRAIN � CRICKET CRICKET;a ``�- �7 � ; ❑ .o 0 7 T O D R A I N TO DRAIN Z `'`�--- - HOSE BIB B6 -- - r 16 ` - METAL FLASHING _ON ROOF \ CAP QA )- - - - - — ..... . ... . ....... ..._ . ... .. _ '`y l U l I _- - _ I m I R00 3 LIG T FIX URE _ V , i rL _ - DC'NNSPOUT i o DOWNSPOUT ` ; ; I TYPI _ __.— AT BUILDING : i I I /�` -- _� - ME ALR FING --- - -- a LINE AT Ui..DING • p LINE - _ _j LL GUfiTEft OAIN - ,— -----___--- _.�_.- _ _ -- O N GUTTER DRAIN - _ \SEE 2 ' 2-- _17 w uc ... �' r O F- 2 c) SEE 16 CONTINUOUS-� ,�6 E2 DOWNSPOUT AT GUTTER DRAIN ' FACE OF COLUMN -- DOWNSPOUT AT METAL GUTTER c_c 2 e � y- FACE OF COLUMN r S�,`F+ 'ill I I I � PACIFIC HVC 11680 R I� BUP94-0006 SIT94-0040 ,--- 19 OF 60 I 4 -- ---_ — ' S 4 1(191 MIC RLM ED jllllil�lll{I= II IIIII II I i!I�!(I�I�I�I I i�l�l!Ill�t�l� I!I!I!I�!!I!) 1!1!!!111!1!1 Ijl!i1111!III 11 !1!1!1!1!1!1 I'I!I !I!111!I!I I!I!I!I(I!IIILI MPM 0 CH NA I 'toll{nilttt{Ittt{ nnitutltntlnttltulltnt ttnlntt ttulnn ttttltttt tlttitntitt{tlt{{{Iltt{Itt{{Inttltn{Itntlnnl{nil{{{{1{{n!{n{It!nI{{{{i{n{I{{ni{n{I{n{Innln{{lnnl{tn nuln{1 ►��{Innit{{{I{{nI{n{I{n{lnuln{{lnnlnnl{nllnn {nllnntnnlnnlln{Innim{ 2 � 3 4 5 I r T -- METAL CAP FLASHING r - - BEVELED 'WOOD FILLER f--- 216 TOP R-ATE I PLASTIC LAMINATE 0,111 1/2' OVER 3/4PARTICLE -✓ i BCARD -____,_. 214 PLATE FACE OF WALL I n, �, - MET FLASHING % -3 HIGH ` iv -fi ��'' t/2' EXT PL�WC �"r ._` u z BACKSPLASH ` U C3 2X WC BLOCKINS • METAL WALL �— z Ce 1:LASH!N; w t" ----- / z 214 FRAME ---- --— --- — --- ~K� S17 Z- 1_ '' z 3/4.. X 3 1/2 — — co N METAL ROOFING "MELAMINE" TRIM WITH CLOSURE STRIP IV 6 COUNTER SECTIO FUSA -�N 3 ` ROOF CAP DETAIL 16 SCALE:SCALE 1 1/2% 1'-0' �6 SCALE 3'- 1'-0' (� I iL�L...i1 METAL ROOFING WITH CLCSURE STRIP- _ i Sib" PL (W00D - --- �- i LH 2X BLOCKING cz W \ (3� WD HAILERS a � � TRIM TO FIT) / cy) W 8" X 12" GALV METAL LOUVER 4' HIGH PLAS-1Z LAMINATE \', �_ —j ZZ PP VENTS WITH SCREEN BACKSPLASH „VER 3/4' PARTICLE I �` _ O SCUPPER OPENING SEE ALSO ROOF BOARD �' U �( 1 AT +2" ABOVE PLAN 1 �� W ROOF �K A I N - �0 _.____— . .._.. � � Ll__ �-- � i FLASH TO MAKE ' CONTINUOUS ___ . i I U Q WATERT GHT \ T —JJ I 1 <Z 0 GUT ER, TYP _ I FRE-ENG i +� CL © O 4 X 8' STAINLESS - t '2 EXT aLvWC -- TRUSSES, -` 'Z ROOF DRAIN STEEL SCUPPER SEE ROOF I I SEE STRUCT ! � DUCT / / PLAN �' GUTTER G?AIN P pIN, I SEE DEI ' '16 ---�-� 2X4 FRAME U_ X i 1� s I ! __4 w w EIFS F!NiS,+ SYSTEM I I i S T-CCO) FACE OF WALL .. I4. L.LJ COUNTER SECTION 2 GUTTED, CETAIL — INSULATE ROOF16 SCALE 3'= -- DRAIN PIPING 16 SCq_E 1 1/2'= 1'-0' W b b u `n U U) ,. u v_r un 2" ROUND CAST IRON NO-HUB -- FAN BY MECH 11'2" EX' PI' WC PIPING CONTRACTOR - " ----�i -- -- ---- - I PRE-ENG TRUSS-S 2X PRESSURE --- ;- FLASHING CAP �� 5tE STRUCT2X HAILERS � W TREATED CURB— m 4" X 4" TUBE \ -- BUILT-UP ROOF'NG ! J ' I 4' CANT STRIP---,�\ - - ce STEEL DOWNSPOUT - -- --- -. SEE ALSO _ o GIA FILE X10 WP'1008 P QPRMTMY LIJ DETAIL 1/ 13 L_ + � �. � " (1 HR SHAFT ENLOSURE) I � DUCT BY K E GYPSUM WALLBOARD, METAL GF!STUDS (GA FILE WP 1008) 6' 6' "; i K 24'proprietaryX gypsum panels Inserted between 2112'floor and cj (U L U 4 6 9 USING USG) TRUSSES- S -- - ----—— ~ C N TRUSS/ GYP BD X/ 2 1/2" MIN MIN � - - '— Q ti^^ars with 21/,,* proprietary vented C-H studs between panels. One lege Me' C H STUD qT 24' OC W/ STRUCT OW , W CD r N aopnetary type X wallboard or%eneer base applied pmrallal to etude art side J F L R C E I L RUNNERS I i "C"�' / c=n �' o I� °DPosRs prop•ietary.ypsum pantos with 1'Type S drywall screws spaced 12'o.c.In _. 'ids end rumors.STt,estimate basad on 1'mineral fiber In cavity.(NL@) I W1 I' X 24" GYP BID X- t— PROPF4UARYGYPSUMSOMD Refer to manufacturer RPANELS BETWEEN Ulted Status Gypsum Gortpany eh'SHEETROCK®Brand 0 Urnitingg HNght RefI I I Panels,FIRECODE®C Con U 1'SHEErROCI(®&and Gyyppss�� AppI Weight 8 pat Ur►er Portals Fire Test: UL A1319,88NK2747, I _ Design - _ _J -- � -- T_�_----- ��___ �2 3 '4„ GYPSUM EXT SOFFIT Sound Test ,D R _ RIP ------ SHEET METAL DUCT / SEE KITCHEN DRAWINGS / - CONT SCREEN VENT SHEET v0 _ EIFS FINISH SYSTEM (2'- 216 WD PLA'ES SHEET METAL SOFFIT--- iSTUCCO) SEE KITCHEN DRANINGS 11 1 ROOF DRAIN/SCUPPER SECTION r4"\— ROOF MECH HOOD i SOFFIT/ FASCIA DETAIL PACIFIC HWY., 11680 6 SCALF 112 1 0' 16 SCALE 3/4'= 1'-0' SCALE 3'= 1 -0' 9UP94-0006 8 SI-r94-0040 I �- 20 OF 60 - - - 2 4 5 141994 t C RLMED IIIIIIIII1NCNIIIII I,i,l,l,lli,lI IIIIIIIIIIII1 s i,ill1111111111 IIIIIIlIIIIli 1tllllllllllla IIIII;lIlI1Il IIIIIIII!ll;l IlI !IIIIIIIII I II Ili II1IIIIIi4IIIIIIIIIIII IIIIII11111II MAOI 1N CHINA 'VNI!UII�I(1111111 Illlllllllilllllilllllillllll Illllllll�f Illllllll IIIfIIIIIIIIIIInIIIiIIIIIInIiIIIIi�IIIIIIIIIIilllllllllllllllllllll IIII!Ilillllll!I!'IIIIII!IIIIIIIIIIIIIIIIIillllll IIII!IIII Illllllllllllllllllllllll!IIIIIIillllllllllllllllllllllllllllllllllllllllllllllllllllllllll�ll 4 0', FACE OF 8"CMU FACE OF 8"CMU 174' 0"x 4'-0"x t2 WI 4 #4 EACH WAY b —4-- (3 < Z 30'-0" ;01 all pA$ 4 uj C? cr > Z Lm a) 0 2-#5 TYPICAL (t I A 0 (1)JAMBS (TYP.) 2 45 TYPICAL z JAMES(TYP.) > CID 2-*6 IN LINTEL ABOVE II 2 #5 VERT AT BEAM - - -- - - - - -- -- - - ---- -- -- -- --- - - - -- --: - - - - - - --- - -- -- -- - - -- - - - - -- -- - - - -- - - -- -- - - 7- ABIVE- 'S E E '- - - -- - ---- -- ---------- ----- --- - - --- ---- -- - -- --- - -- --- - - -------- -- --- -- ---- - - - - 2-#5 VERT. AT REAM f ABOVE- SEE OB ------- - - - --- - - - - - - - - - -------- - -- - -- -:u -J ' `\ 1 1 7y� - 1JSA ------- -- ---- - - - - - - - -- - - - ----- t -- - - - - - -- ----------- - OB L 0 2-#5 VEPTS ;M f ABOVE. -SEE #4 x 4'-0' (j) T_ 16"x 8"CONT FTG. W1 2 -#4 CONT. .TYP. C? I ' I '-_ - -__ , ---- �.-� C.J. i i 1 > C,6 cr, 4"CONC SLAB ON GRAt-�E Z u; WITH#4 @ 48"oic EACH 0 WAY ON 2"SAND OVER I cv1) VAPOR RETARDER ON 6" > W TRASH ENCI-05URE SHOWN COMPACTED GRANULAR BASE---- DASHED SEE ARCH"- F SIZE&LUCATcN SEL g < 7— FOR STRUCTURAL INI�ORMATION Z z 0 z I § T Q c Li ia: INDICATES EDGE OF JAMB ui 0 wz jJ Z j TYP. SEE ARCH'L. LL 0 < 0 Z U) 1,_ LZ - 0 LL I / 1 cr - ( �. I I > 4K C L- -- - - - -- -- - - - -- - - -- -- - - ---- - - - -- - -- -- -- ---- - - -- is - - - ---- ------------- ------ - - -- -- - - - - --- --- - -- - - - - - -- --- --- ---------------------- ------- 777 77 Z IZZ 77,77, .77/7 '7777,77, L- -- - - -- --- - - - -- - - - - -- OA - - -- -- - - - - -- - - - - -- -------- - - - - - -- - ---- --- - -- - - -- - - -- -- -- - -- - - ---- ---- -- -- ---- ---------- ----- - < FACE OF R 8"CMU WALL W1#5(q) 48'0/cCMU Ll VERTICAL&2 -04 tja 48' c.c TYP. z 2- 4 IN LINTEL ABOVE2-#61N LINTEL ABOVE HOR17. ( 1 O'CM0 Cc,, BASE 0 SEE DET NSPECTION REQUIRED AT LIN-EL ABOVE UJ I Iw 1 ' ._ uj T LL < SHEET N_- sJI, lu-81 FOUNDATION PLAN PACIFIC HWy., 11680 _T_ NOI�TH BUP194.. 21 OF 60006 & SIT9,00,0 0 IN 1. 4 1994 P. 1CMFILM ED jII1jij1j1j1IIj1jI�I 111111 I WN j MAD t M CNMAlilll�lll�l�li IF,Thllon I T1111- slog T T T 1 SIGN SET INTO � SIMPSON t iu6�. ' - FRONT OF CANOPY 1 SEE ARCH'L. - tr .r M -• -- - I '. ` SIS• � -'�^ r i j '' i�L. 3 1 8 x 12 -- sa . - C - o N v 16"MAX TO " i 0 U WINDOW JAMH , K uj OppLr n o Ca a a A N Sb -- S4 r.ANO �/� J Z r OPP IL y _ — 4 x 10 > � ' 0 uj cn_ 4- S4 HANC ____ PROFILE OF CMU I a \ +� rP SHADING INDICATES ;A WALL BELOW - OVER BUILT AREA 6 4 IF �A % x t ! 4 x 10 I SEE 3 -6 J fi4� r .,a VflL z ✓.fin � _____ r _ - - _- --, _ _ - - - - -• - - Y . . ' � ,R; � co > ----- ----- --- ------� - - EXTEND BEAM I ' THROUGH WALL / t3 - - - - ---- -�_I' OB GL. 9 1 8 x 12 I 3A C = 0 i _ I USA c ti Shy .. 15 PLF I I TOP OF MANSARD ■ sti Q _ l _ "AP J rUC 410 TYP.- 1 S'tS► �\ VERIFY SIZE, WEIGHT, 8 LOCATION J y i SEE J, I ` DESIGN TRUSSES I OF MECHANICAL UNITS AND LOCATION ' , OF MECH. PENETRATIONS W MFCH. v u! r I j FOR ADDITIONAL , 1 I !A LOAD FROM HANGING DWGS. S6 SOFFIT- SEE ARCH-L. uj - -" I FOR SIZE &LOCATION 1 I 12 I I I - r `- ��..� I ' OPP, HAND S4 '^ 1 3 ; I 5 P I I i TRUSSES I _ _ I -- - _ > v J 4F i I I I �Tl±_ GIRDF_R TRU$_$_LG.4D1AGFiAM }- -- GREASE HOOD ; SUSPENDED FNOM i ' NOMINAL 5r8" PLYWOOD SHEATHING ROOF TRU:3SES..ND '` Sa ACK,TRUSSES O W/ IOd @ 6"O/C EDGES& 1 Od @12"o.lr_ ; FAN UNIT ON TOP PROFILE OF CMU FIELD ; OF ROOF THREE _ WALL BELOW I TOTAL - - - :a ROOF ACCESS A I I I a -- VERIFY LOCATION Z l j I I 15 PLF I MECH. UNIT T I N 200# � G I co � � W T = 1 � r � -� I Q D `4 I I I I < MECH. UNIT n '_'Lj pip' • f: ;,3� S a. 1 I I I W I / WT_ 950* ' i rr i \ - W C ^ i I I J Ur IV I I OPP I I i i . ' o i ; ; Y 2 2xb A g I I G I I U HANOI I ; ; ; a ? c- WT = X00#EACH ; U TOP OF c TYP. OF 3 1 �AANSARD GIRDER TRUSS TYP. I Ca VJ VJ ►- HAND S �+ W1 .35 PLF DEAD LOAD p1 . 1100#DEAD LOAD W JACK TPUSSES _�-, y I i , I OPP HAND 50 PLF LIVE LOAD 1600A�LIVE LOAD - --- a I SIDE OF TRUSS "F= 11 I II i 100#UPLIFT I 9A 1 I �--�} a W2. ! 5 PLF DEAD LOAD U I I ;,I> I I I % ' �` c7 _ Tv P. E 165 PLF LIVE LOAD , a < �\ ! / , \ w I I I ¢ moi` : ��j'� - DESIGN TRUSSES FOR ADDITIONAL c' 0 3 �_ `_ / I I _ ¢ I I - - ,/ �' �' �OAD FROM READER BOARD O O OT- 2 GIRDER TRU 3S LOA D{AGPAM - W o I- - - - _ :� / ? SEE ARCHIL. FOR SIZE & LOCATION w ,~ W2 I I ' W I �� > cc I I I S6 TYP r wuj 15 PLF ; ; i \ „" Q HOOD _ _- II - - - - - - - - - - - - - - - - - - - • WT 200* I I 'Sio � - - - - - - - - - - - - - - - - - - - - 2r, ' z V r •t 5 - - , 1 ti "9., w 2 � - �� NAIL PLYWOOD W• 100(P)4"o'cQ V _ AT BOUNDARY OF END - SEE u a U CMU WALL BELOW >. 1 st I I --- TOP OF MANSARD 9, j' Sa } z o W � \ I I v) Z N ( A - -- ------------ -- - ------ - YS�7. j -- -- - -- -- - T---- - -- ----- -- - -- -------- ------ ------------- - - ---. .. -- - --- - - - 7 N w o � j A i \ W t =35 PLF DEAD LOAD P1 = 1100#DEAD LOAD ------" - -- ------ ---- �_ 50 P'-F LrVE LGAL 1500*LIVE LOAD _ _ SHADING INDICATES a Sa 100#UPLIFT - I .__ y c uj OVER BUILT AREA- ✓9 I v. JACK TRUSS@ I I J m W2.90 PLF DEAD LOAD TPU F.E �l _12a'o,c 135 PLF LIVE LGAD Er 'S LINE OF STORE 1 Q _ wr - _ FRONT BELOW _ < HT1 - HIP TRU�S1_OAp__Q1AGRA�A ,i »--- ---- - - -- - -- - - -- - ;____ — ___ _-- :: ._ - _._�. - — - __ 4 x 10 - PAN Z_ ~ 4x 12 TeP AT —� C7 e34 _ ._ _— LINTELTYP. y I / / NOTES ,a Sa r' =a TY'' w CC a Q1 I _ 1✓' r'. SIMF'SON HUSG 412r. r a MASONRY I'IkR BELOW i• . DESIGN ROOF TRUSSES FOR : 25 PSF LIVE LOAD LJ f= LL N MASONRY PIER BELOW 17 PSF DE!`D LOAD L_J LOCATE THIS TRUSS TO SUPPORT CANOPY TRUSSES AT O '- \ \� MECHANICAL EQUIPMENT LOAD-AS =HOWN. TRUSS W >. STEP IN ROOF . THIS RUBS IS SUPPORT_D AT BEAM AT W Q F- \..� VERIFY SIZE, WEIGHT&LOCATION W,MECH. GRID B AND AT THE EXTERIOR WALL IT WILL SUPPORT N cc n NTO _ THE CANOPY TRUSSES BETWEEN THE BEAM AT GRID B FRONT OF CANOPY — WALL TRUSS SEE EAM UNDER END 2. SEE ARCH-L. FOR TRUSS DEPTH & SLOPS_ REQ'D. AND EXTERIOR WALL. F SEE ARCH'L. 3�DESIGN JACK TRUSSES FOR ADDITIONAL ® THI' TRUSS IS LINE WITH FACE OF BLDG. BEYOND - SEE. POINT LOAD AT THIS LOCATION OF 405#DEAD LOAD 1 600#LIVE LOAD, 100#UPLIFT EXTRA TRUSS OVER TOP OF WALL BELOW- SEE DL- 180 PLF a�DESIGN HIF TRUS.SE3 FOR ADDITIONAL POINT LOAD I SHEE2 HU. AT THIS LOCATION OF 680#DEAD LOAD, 860#LIVE W2 LL- 115 PLF UL.75 PLf LOAD . 10041s UPLIFT TYP. ALL ROOF CORNERS 5. DESIGN HIP TRLISSFS FOR ADDITIONAL POINT LOAD • ROOF FRAMING PLAN AT THIS LOCATION OF 210#DEAD LOAD, 3000 LIVE LOAI� 2 - - ------•- - f6i SLOPE IN THIS AREA IS FORMED BY PLACING RIPPED 2 x I S2 1 ON TOP OF TRUSSES ( THIS IS SHOWN IN DETAILS OR BY VARYING DEPTH OF JACK TRUSSES PACIFIC HWY.. 11680 BLIP94-0006 & SIT94-0040 22 OP 60 ;a Q 5 I EP 1. 4 `1994 MICBUFILM NED llINCIllf MADE MCHll;MT 17 11 i I ►IIII�I�'�I�I e III�III�IIIIII III;III�llljl Illllll�ljill Illllljllll;ll I IIIIIIIIIIIII I Illllj!IIIIII I Illllll�lll�lli I III;I�IIIIIIIIIIillll�lllll uIInII IIIIIIII;IfIliil111111111111`1 I1minITo,1 1 i 11111►inl�iiilniiliiiiliiiiliiiiliii� iiiilunliiiiliniliiiiluiiliiiiliuilinllii�ilunlinilrliliin iinlini uiilinllinilnnlniilmiilinliinlnillnnlnlilnn mllnnlnlilnnlnnlnmlm f r f r r itlo j T 2 �. 3 4 T T T roP OF I cwr.' E IS TO BE TAKEN IN TIMING THE �d - -- — - SEE AFtCH'L FQR GLAZING SYSTEM / SAW CUl•-I.NG OPERATION. IF THE.1riNT ,'• r 8, t6 Cr�Nr -•---� ,� � �,, =• „ 3/4"DEEP SAW CIJT.'DINT ---` IS CU I TOO SOON THE CONCRETE WIL!_ ;0 �' � BLOCK CAP- ' -"-- t0 CMU SEF ARCH L -_moi - J SEE ARCH'L - -- � ,� I --- ---- 2 -p�3 CONT JNDER WINDOW " " UNRAVEL AND IF CUT TOO LATE THE �t_AES ` 8-AMU�'��r"r i f - �' SOLID SEE ARC 1 c"�.T - - --- MASONRY WALL- SEE 1 rr-----� MASONRY WAIL BEYOND - _ _WILL ALREADY HAVE CRACKED -3EE AR.NL_ • C S3 &ARCH'L PLAN / CU'I FOR VERT REINF � __.__ � ' -- #5 VERT IN GR0.1TE7l- 2-041NBONG' .1. � J J Ipi CONT. • _ � �, • �! • CELL®48"o/c r 8M.f FIR c rr----- , \ ;± &C WEL To MATCH VERT SOLID GROUT WALL. co PROJECT VENT RE!N:c 2'. - f WA,L REINF w , , ob 14rjp.l 3',0 r• a Fft QBE 0 _4 w FIN GRADE D / CONTROL BELOW GRADE ,.t.-----� &BEND INTO SLAB /-'--"_--"-- � OA$LAD- N OR SLAB- _ I'I'`------Ij SLAB REINF, DU NOT rp < SEE Aad+', I SLAB- SEE i C% PLAN _ - �-- I #5 x 0 4 RUN THROUGH CONTROL JOINT - SFE ARCN'L. - I ®48"o/c EXT. SLAB- - �� '� CONC SLAB JOINT � � CONC. SLAB�� SEE ARCH'L.. ;; '� i"SAND (TY P.) FIN. GRADE � � - SLAB ON GRADE-SEE PLAN ' � X� DO NOT I�urJ HE.INF. THRU JOINT t - --- •- ""�"' ' —•• 4"COMPATED GRANULAR FILL TYP. A VAPOR RETARDER --...........�....__. --_� _ -- _- J s I f �'�" `��'' d - MASONRY WAIL-SEE PLAN C r� c „ , '� z FOR TYPE & REINF., -'-�u.+��..�..•, -------- .�, l NSUL SE_ARC SPEC., GROUT SOLID �wr�� o- .�I z , PF40JECT 115 DOWE,. .^., 'ice Nj 2 �; PEAIMETER INSUL.. SEE ARCH'L " - ` p I ---- ----# 30"(MATCH VERT REtNr ) •'., _ S':'L!D GROUT BELJW' N GRADE _ �" 2 #5 CONT „i. - &OR FLOOR LINE `p SOLID GROUT BELOW GRADE _ Z ' s' , ,_ T u m . .' CO 'ST. - 0 2 -#S CONT L. m Jo r- 1 -- _._- • s 4 CON P 1 0_. `- I---- ____ z ( NOTE ( - --ir -'�---` '�-- JOINT t 1/2'o x 24"LONG SMOOTH DOWEL®48"01c I n Q 14 i WALL HEIGHT IS BASED ON BLOCK 2 #4 CONT 3 GREASE ONE END I a' 1I 71 r i COURSING STARTINGiP FLR SLAB � "� 1 S(? TAKE CARE IN SETTING TOP OF FTG. TYP. WALL r:P GLAZING 3 S3 S3 3/4 - 1 — -� S3 i.4". 1'-o" S3 C�.,� 3/4"w V-0" I - -- - e') { USA f- - -- - 4' HOOK - 8"CMU WALL AROUND TRASH l x4 CORNER BAR x `' -T ` I- ENCLOSURE &STORAGE AREA#4 TIES @ BOTTOM �- di TIFF M EVER'y n7"rR CELL AT HORIZ REINF n - 4COURSES - TRASH ENCLOSURE I I 1 - - EXTERIOR FINISH- WALL J _ 2•I"SQ CMU PIE W; I 1 ----1 - 4 06 VERTICALS &#4 TIES r: -- AT. REINF. SEE ARCH'L.. I i O AT EACH COUR;;E FOR 4 COURSES i ! L!� r -• - .• i CONC. SLAB ON GPAGE _ AT TOP TEAT U L - - -- - - - -- ---- 'Y'" •' . - -- — - - % _ - T i LVERY OTHER CELL BETWEEN a I r, FIN. GRAGE W 11/2"CLR. I I r -- -------- ��----- - i I N I I / I I I I lip _ I I ROOF OVER I - /----- UNE OF 10'CMV �, �-'— 1 i TOP SEE I - _ �, J _-• I r 1 I I ARCht'L q 4 1 q"CMU LINTEL ABOVE I 1 W'TH 2 - #5 BARS I 1 ao �I 0 p -- 1 44 CONT. TOP&BOTTOM I j HOOK BARS 'A" 1' TO »4 T E I WAL t AT EACH END i I"` - - - - - J I U ; L X- ----- -, ; ` > ;LT ON NAruAL uND!STURBED i VERIFY LOCATION - I , t- Q, Qom, U I ! I — / OF INTERIOR WALL �-- SUIL BUILDING SLAB&FOUNDATION - I i W'ARCH'L. SEE SHEET SI I 4'G 8" -�-- --- --- —— C -- CIVIU PIER SEE PLAN FOR 1 j 4"CONIC SLAB ON GRADE ; crf V J r CMU PIER ;,12E&REINF, t; TYPICAL SLAB EDGE I i S OPF SLAB /c EACH DR AN AY b S3 S3 F -- ' - 3!4' = 1' 0" Com`3 1;:" - 0" i EE ARCH't. r . • 4(r WALL BEYOND I 1 0 VEPIFY DIMENSIONS W' I 5� --._.,�► o I � c•� I r-- SIGN BY OTHERS I I ARCHIL A,SIGN CON^ ' TANT > - - - - - - - - - - - - - �- #4 1- _ -__ - ----- - --- I : (T / 8"CMO WALL -- I - - ----------- - -----/-1, c� Q a�4 1 - _ } / - I I �? SIGN BY I F I �� -- 2-05 VER FS. Lu C z G ___ o i OTHERS --- 8"CMU WALL iAME?S I TVP ) Q L) Z p z r zw � r •o ti - - - - 1 ; 114 x 0-b pu1NFL � O � O = cr TYP PVERT REIN I1 I _ VERIFY UINIENSIC�f�JS ' Q ? o 9 GA. LADDER TYPE JOINT -- HOUR SLAB OVER TOP OF WITH /I u L� I DW n I c - REINF. AT 18"o1c I I WALL I TY P. V V I l r L V 11 S ' 1 r� • o I 1 v! W ,, 9ac NOTE : MADE FROM 8 CMU (2 WYTHES ) ALL REBAH �i-• � �`, SHOWN IS 44 GRADE W SET INTO ONE OF THE W'ITHES.CELL$W.f REINF GROUTED SOLID 2-#4 1 FRONT ELEVATION 1 `;EC 01\ w --, W S3 ��3 _ ,' o" = Q � U— � ; o r SHEET NO 4 C'1% o 3 PACIFIC HWy BI OF 60008 6 SIT84--0 1. L._ 23 OF s0 OC40 .l ..�. _1.. A. 5 -- I 1 14194 Idic RLM ED (IIIIII��I III III III �I�I it I I�IlI�I+t�l�l III�I`I�ill�l�l I I�I�I�I�I�I�I I�I�I�III�I�I I1I1I1I1I11{I I W111I1il1I1I1III1I1I IliJI1111ll1l1l1l I 111111 Jill I r�il�i�ilnnllnl niiIIIIIInnIlnillnll!I!! I!nlml nlillill !t!!I!!!i !Inl!!i!!!tl!I►n�l!nll!Inlnnlunllnclllil lnillnllllllllnl Illllnllll)I�Illlilnnllllllllnlni�i►ii-inllul In(Inli unllcnlnnhnlln�IIIInlrrilnn!nulll;;.��fllnn I�litiniliinli,ii•�Ilnll;li! I f TRUSS rY 1 T 3 7. 4 T5 / ?x 10 12"PLYWD. W' Sd 6"c r SIMPS��N --.•` ---..-- wa) EDGES 8d qt� 10"o1c Of ---- 8d(OR 14 GA STAPLES)@4"o/c I"!jS.410 + � FIELD , BLOCK ALL EDGES AROUND PER!METLH AND INTO ' i � 3 x 6 PLATE PLYWD. -•--------,� .' s - N1�M. 5/8"PLYWD AND2x4 x 4 @ _4"o/c �� _ - 4 10 Li CRICKET SEE ARCH'L. ROOF PLAN FOR ADDITIONAL INFO. -SEE -- ROOF SHTG 2 x 4 c� FOR CRICKET REQUIREMENTS -- 2 - IOd INTO SIDE PIAN `- / 2-1Od FROM BLOCKING PANEL OF TRUSS EDGE N '.IL _— Q INTO SIDE U1 TOP AND �_ SHOWN W/O PLYWD. ?r 10 x 4'-0"@ 510E (Ile ;y , APA SHTG, • { - ;� BOTTOM CHORD OF TRUSS , SHOWN W/PLYWD. -- - OF TRUSS NOMINAL S9' S � � f J BLOCKING TYP. EA. BAY 1rAIL SAME AS MAIN ROOF ,� // p 1 Od�a� 4" ,i c - ROOF SHTG. PLAN _ y c 7 -r 2.1>LYWQ Mk tad @ 6'of BOUNDARY SEE PLAN - 2 iM @ALL DIAGr�NAL� NAILING 4 EDGES ,W 4' 1. orc Iii T R U S S TRUSS r�f�c 11A � '- 3 x FASCIAB SOFFIT F1cLD.BIL�CK ALL 1 1 -- EDGES 10" ------ Sf=.E e OR Sa AT 11 PLAT E ( SEE ARCH'L. ) •' w Z F e 0;1-�77A - - •- - - -1 - - -A.P 3 `, _ .,,.CK T TU , ,ES � -- 1;00 LYWp BLKG PANEL SEE e TRl1SSSEE ORAT �• . . Q �p J Z S4 ( JACK TRUSSES CMU WALL Y/ ` SIMPSON H 5 ANDA 34 EA. TRUSS PLYWD. BLOCKING PANEL 2 to = uj A / 3 10d® 6"o%STAGGERED � Q Sa FA TENER @ 4"o c INTO 3 x 6 PLATE TRUSS \ @BOTTOM CHORD E SIMPSON H 5 AND A 34 @ EA. TRUSS FASTENERS @ 4"o/c INTO ',x 6 PLATE �` '�' 2 cr 'IMP. H5 /-- 4 x BEAM W/SIMPSON w —• -- IMP. A 34 HUSC 410 HANGER Z _. 3 x 6 —� 3 BLOCKING PANELS 4 m Cc co z • • #4 @ 24"o/c TY P S(� 1/2".. 1'-0" S'� 1" . 1'-U" o > �- WALL � 4 @ 8"o/c �b EA. END�— 3 x 6 P.T. PLATE W/ 5/8"o x 10"A.B.'S @ 4'-0"o/c ---- SOLID GROUT LINTEL Al 2-#4 HORIZ. U.N.O. 10d TOE NAIL AT EACH SIDE - HIP TRUSS 4-#3�� 8"o/c TYP. EACH 5/ "o x '-10"ANCHOR BOL S r 2 x BLOCKING FOR 4„ END OF LINTEL B BOTTOM REINF.OPENING vL'InTH I WITHIN 12"OF L+.SIDE OF CORNER -- '- +2'-0"EXTENSION EACH CIL - RIPPEJ 2 x ON TOP OF JACK TRUSS WALL BELOW W/3 x P.T. CONT.VENTING- USE 2-#5( UNLESS NOTED TO OBTAIN ROOF SLOPE-SEE PLATE ON TOP- SEE ARCH'L. • • OTHERWISE) AT FOUNDATION ARCH'L ROOF PLAN FOR SLOPE SIMP. A 35 TO P.T. -- �o SEEe 1 ' I ' HORIZ. REINF. ja PLAN PLATE U SA SEE @ RIGHT w ROOF SHTG. cc JACK TRUSS 8"CMU. WALL —'/ 24" --^-- - #4 @ 24"o/c /- 3-8d TOE NAILS @ TOP OF �► SIMP. H 5 @ EA. SIDE FIELD SEND 8 , W B I JACK TRUSS INTO GIRDER NAIL TO (PUSS W w 3/8"- 1'-0" I TRUSS \ ✓ ` SIMP. SUR/L 24 TYP. @ BOTTOM �� •- TYPICAL WALL SECTION WITHOUT LINTEL 2 TYPICAL WALL SECTION WITH LINTEL OF JACK TRUSS AND 3-Sd @ rn S4 3/4"- 1 0" S4 3/4"- 1'-0" TOP OF JACK TRUSS TO TOP CHORD OF HIP TRUSS GIRDER TRUSS NAILED TOGE I HER +� TO ACT AS UNI T W/2 x 6 BOTTOM �--- 1/2"PLYWD PANEL NAILED TO VEPTICAL CHORD 11"JACK TRUSS AND TO VERTICAL 2 x 6 x 2'-0" BLOCK SET ON TOP 2 x 10 x 4'-0"@ EA. SIDE OF TRUSS IN HIP TRUSS ( BOTH SIDES) OF TRUSSES WITH 6- 16d INTO \.� iv SEE q IOd�' 6"o'c( PLYWD TO GIRDER TRUSS _ �-- S4 SEE S4 F OR JACK TRUSS e JACK TRUSS) �� -- 1/2"PLYWD. W/ IOd @ 6"o% TYP. INFORMATION - 10:J @ 5" o'c! PLYWD. TO HIP TRUSS) / 2 x 4 AT SIDE OF TRUSS � �- 4 x BEAM INTO BOTH TRUSSES JACK TRUS W/3 10d INTO EACH TRUSS — SIMP. LU 26 HANGER ^ f' 1 m z CHORD, CLINCHED. L- 6- _HI , T USSEAC4 x 10 Q TO HIP TRUSS � Q 8 SIMPSON A35 AT EA. TRUSS 5 6 c - 16d SINKERS @ 8"o/c FOR FULL HIP TRUSS HEIGHT OF TRUSS cl ( MIN. DdL. TRUSS) r I RIPPED 2 x 3N TOP OF Q 1 Ud @ 4"o/c JACK TRUSS. ,.^ ,^ V ONLY PANT OF HANGER —/ ' �. SIhSPSON SUR I L 26( BOTH SIDES ) PLAN AT TOP CHORD �J J �,/J G7 SHOWN FOR CLARITY AT BOTTOM CHORD w 1 r PARALLEL W/TRUSS `Y 10d @ 6"a/c HIP TRUSS (MIN. DBL.TRUSS) _.. SEE S4 FOR \ > 1 1 A j @ ADDITIONAL INFORMATION 7 Pt - + TRUSS BEAM -SEE PLAN ------ 112" PLYWD. PANEL-SEE �• JACK TRUSS AND ABOVE Z NOTE : DBL. VERTICALS MAY BE JACK TRUSS + - HANGER -SEE PLAN -- p REQ'D. DUE TO HANGER @ HIP - . , �- BEAM-SEE PLAN �- 1, > m 1 RUSS&JACK TRUSS GUSSET @11 A SEE S4 w PLAN \--- SIMPSON THJR/L-2 HANGER I SIMPSON LTT 19 STRAP cl GIRDER TRUSS 1 O @ 6"o/c FULL HEIGHT OF � -� Q BENT OVER TOP OF BEAM JACK TRUSS TO GIRDER TRUSS P.T. 2 x 8 PLATEo x 8"EXP. BOLT BLOCKIN PANE=L W/ 1 -5/8"o A. BOLT W/3/4" SEE Z O Z N > @ EACH END 7 8 PLAN (a BOTTOM CHORD 9 (2 TOTAL) — BEAM END sl J o Z o o L , = o- - TRUSS SEE ERROOF PLAN w O w C � r C^ 1,.- 1' o" s`4 1" 1'-0" S(� 1"- 1'-0„ w •I�, z Z w C Jit °o �� li 0 Q O w C "' w 4-#4 TIES @ 8"o/c @ TOPLL c� ►p- Lu rn a ►- CMU PIER -SEE > m O r �— S3 TRUSS AND NIASCNRY *",LL- RFE 1 -- SPICE OVERTOP ROOF TRUSSES( ETC. ) NOT SHOWN 10 S.1 Or TRUSSFOR CLARITY �+� 1 = 1 0 \ I RIPPED 2 x ON TOP v � OF TRUSS - Al LIQ, EL - SEE S __- SIMPSON ST 2215 STRAP OVER Q - TOP OF BEAM z v 1 1 1 1 1 AT JACK TRUSSES 00•► I d �-- 3 x 6 P.T. PLATE S4 �4 3,4"= 1 0" L LL v . ox - (V 8d )@ EA. END&@ 1/3 POINTS ^ w � >_ui ' BETWEEN = �1 Q cn cr G JACK TRUSS CMU WALL Y I �-- ?RUSE BEAM 3-8d AT TOP CHORD SEE 6 SIMPSON WNP 412 SHEE- Y,`, S4 HANGER W, A-L S4 -- HIS'TRUS`, I 12 13 S4 � �J L S4 PACIFIC HWY., 11680 •J4 1"= 1'-011 1 1 1 OUP94-0006 & SIT8410040 2 ; 24 OF 60 MICiW14L MED C24XI }�iLI I 44,111 ,��t.�l L I ��I lililil�liI PV111jrir 1f1( ttl1fj1111Ili'I\Ilili�ii�itl� (ililil�i�lil ►r lll�liitl ( 1ii11�lilil �rii itnlmitnttint ttttitit �irittt t�ttlmi t►tilmt ttttltni tminnhittlttu tni tttt ,tt�im�hntitiii �inluit t�!I uinni��nttittln�i unlun ((��luti iutlntt n�inn ntilt�ntt�i�im, mrl+tii mitran nnimr m�lnn not I I VIII � t W§:ppyy i '.AD1Ynwn��.HiVL�{aP,�nIH'I�.r�!5:"NFY� k_"..f . .... .�R'!.'..i'y'.+w••.n... ►rw..._r..+.w.wMw.+. - w..w+..ww+.w...,.,, r4 3 T. T -�- ..r T PI_YWr RtVF SHT3, •tsEE r Pt J�' S4 6 OVERBUILT - �--- 2 x 4 TOP PLA1 E t- *:EAP� ?><4 E>ILK3 ?i'o,'tr 1 f.. - ?X 4 LEDGER WITH 2 x 4 TOP PLATE 2- 16d At EACH THUSS 2- rOd(¢� TOP AND BOTTOM ^-- - SCAH 2 x 4 Tn SIDE 0r FLYWD -- 2 x 4 Lc*DGEH W, x a SEMEN TRJSSES ;��' AT EACH BLPG. TRUSS %~ UWP 2 x 6 FLAT TRUSS MEMBER WITH 2 16d AT EACH TRUSS r 2 x 4 OLKG. 0 24"o/c SCAB 2 4 To SIRE OF �� .� 4• 18d SINKERS ti r Qt.A+O FSA. -•�, k;E iW1:EN TRUSSES �- � AT VALLEY { CRICKET-SkE ARCH'L. UN(rEI4 2 x 6 FLAT muss MEMBER WITH D11P1�Q � 4111 AND �1 � •1 - 16d SINKERS \../ • 2 x 8 LAID FLATCANOPY R001PART OF BUILDING A7 VA:BEY fo TRUSS d ` • _- PAH�OF BLDG. -r ROOF TRUSS I \ '. 4N 1PY Fi(,:.. •AV 0-1 HOOT TRU86 4 a t"- r -CANOPY---- _. -- -- _ - _ _ iOd 0 4"o/,. TRUSS ,�, BLOCK! �3 FANEL- -\ - _ .- - r A' EA.BLDG, GEE 3 w a Rt.�;i •ci l CANOPY--) i TRUSS /-'- BLOCKING PANEL- BUILDING TRUSS2 - 10d A' -+ 54 � � f+' > PLOCi!ING PANEL SEteSTRUSSEA, �� SIMPSON A 35 '--� � Z I 2' ' 1 Ud @ TOP AND 130 TOM - BLDG. THUSS -b..i�Lk',N t. \.- AT EACH BLDG. TRUSS �,� SEE a _ . SEE FOR TYP. INFO -- S4 4 1 ' BEAt.1 BEYOND- BUILDING ROOF TRUSSin 10 In SEE f')OF FRAMING PLAN , 1 SOFFIT cRAMING --� CREAM S6 BUILGiNG +OUP- TRUSS SEE BEAM BEYOND- 1 USA C�� SEE ROOF FRAMING PLAN V V �C 314 �'-0" BEAM 3EYOND 6 EES4 _ �J FOR ADD'L. 1NF0. "- NO BEAM ATG SEE ROOF FR4Mi"JG PLAN BEAM �- AT CMU LINTEL jEE 3 3A 4 S5 3,4"t 1'-0" S5 S5314" , .,..,.� W 3/4' ,. o,. S5 o t. J LJGH3 Aff1_rAL FLATS ;!C�NNG.�CI)w ot)TRUS S z These notes set minimum standards ur censtnrcticn. 7•he drawings govern over I. All re:�nforcing steel for cun::rete shall conform to lJ.B.C. standards No. 2G-4-76 1. 'i tosses shall comply with latest edition of U.B.C. standard No. 25--17 and all 15. Protect all maxnry units stored at job site and err�cted from the elements. < Q cr the General Notes to extent shov:r;. and AS"i'M A615 grade 60 for all uses. rovtsi(ns of the design specifications for light m -- 2. Contractor shall verify all dimeisions and conditions on drawings and in the field. 2. All welded reinforcing Ing steel strap confornr to AS'FM M A70fi. of the tnrss plate. insti ute'I'P1-85 except as o otherwise note`connected w(xxi trusses 16. f3rotat tells and bald beams that contain reinforcing or embedded items. [L Q C P 17. All work shall conform to Section 2402 them Section 2416 of the Uniform Building Coordinate locations of openings through (lepers, roof and walls with architectural, 3. Fabricate and install reinforcing steel according to the "Manual of Standard Practice 2. Members stroll n<tt exceed a live load deflection of 0360 or wanking stresses for the Cade. o cc mechanical and electneal lans. Notify design agency of any di`cmpancies. for Detailing Reinforced Concrete Stntcture" ACi Standard 315, appropriate: material for the loads indicated on the drawings. 18. Electric boxes, conduit and plumbingshall not be laced in any cell or that p ) a 3. Contractor shall provide all necessary temporary support prior to completion of 4. Provide 2'-0" x 2'-{)" corner bars to match horizontal reinforcing in 'motings at all 1. 1'russ manufacturer shall funai.;h complete engineering shop drawings with Oregon contains reinforcing. � vertical and lateral load systems. corncrs and intersections. registered professional engineer's sea]. Shop drawings shall show clearly erection � � � 4, Where reference is made io ASTM, AISC, ACI or other standards, the latest issue, 5. Splices in slab rrinforcing shall Fpr lapped 30 dianxters and shall be staggered at plan loading and all stay bracing fix truss compressive members and required (� ( • shall awy. least 4' at altcrnete hays. connections. 5. All work -ball be in strict compliance with the uniform Building C'cxk.as amended 6. Provide dowels from fernings to -hatch all vertical wall, pilaster, and column 4. Connect all trusses to supporting members with I-Sinlpsona H5 and A34 connector. by the State of Chr.gon and all other state and local codes and building requirements reinforcing. See Concrete Masonry Unit section. 5. 'Truss erector shall ex,-rcisc extreme care during erection of rcxrf trusses to prevent that apply. 7. Lap all bars in intersecting footings 2'-0"or 30 diameters, whichever is greater. the trusses feint buckling laterally. Use spreader bars fur lifting trusses and 6. ' Design Criteria: 13. Rernfarcing shall not he bent or displaced for the convenience of other tracks unless provide lateral bracing as necessary. IL ilasic Roof Lead (snow) 25#/sq.ft. (sm)w build up ap)xvved by (fie stnrctural engineer. loading as per S( A0 snow 9. Minimum cover from concrete surfaces to reinfixcing steel shall be: JtuCTr��A-LAND MISCELLAN - UMLILL kzad analysis) 3"+/- 112" to bottom of fcxrtin b Wind F, g 1. Iktaiiing, fabrication.and erection shall conform to tare Steel C'crostnrction Manual ,a 8b mph, Exposure "B" 1 1/4" from top in slabs on grade of AISC. > � C. Seismic Zone 3 4: � '2. Ail siml to be A36 excclx as noted. 7. Mechanical equipment, mechanical and sprinkler piping larger than 2" diameter or VW D fRAMiNU 3. All welds it)be made by Certified Welders to AWS Standards with E',70XX w other items producing a hanger load over 50#shall be hung by a system approved 1. All laminated beams to be Douglas Fir/Larch 24F-V4(at simple span beams)and clectrudes. by the design agency. Any hanger producing a load over 200# shall have additional Douglas FFir/tmich 24F-V8(at cantilever beams)per AIX specification. 4. Bolts io be A?U7. Provi(k!star lard pla:e wa::hers under all bolt heads and nuts in z J framing instalk-d to transfer these loads to the main structural beams or walls unless Appearance rade to be industrial. contact with wood. w0 0 Z o a otherwise approved. 2. All glue laminated members shall be no(ched, she v z 4 z f- J ped and finished as per plans and i. Do not oversize drilled or punched holes with bunting loth. < 8. Strop drawings shall be t. .iuired on reinforcing steel, structural steel, glue specifications and shall be fabricated with waterproof glues. laminated members, metal plate connected trusses and shall be reviewed prior to 3. Erection of members shall conform to latest edition of Al"CC specifications No. C(NVCRETLMASQNR 1NFIS 1} o v f m fabrication. 105. 1. Assumed 15(� 1 psi. 0 4. AN lumber species and 'Stacks to be as follc►ws: 2. All mascxrry units int be Grade N-I per ASTM C%dry to intermediate humidity w < 0 z e' a �2tll�l�Af1 ►�.�� a. Joists, beams and stringers Douglas Fir h2 coliwit.ion per Tabie No. 1. m o o Z .,� I. Design s(ml pressure assumed to be 1500 psf LL plus DL 6" rrom. & greater beams,& 91nl1gerS Ihwglas Fir Al l 3. Grout for all reinforced brick and hollow unit mastmry walls shall be 3/8" aggregate w 2. All fcxtings to bear on firm, undislurbW soil or approved compacted fill minimum h. Bucks, blah;;;no bridging & mist Doug ('ir or Hem I�rr�� concrete with a 28 day strength of 2000psi with intrusion Diol admixture expxanck:r 18" below final grade. Notify design agent bekne preceeding if any unusual c. 2 x 4 studs lk)ug Fir"studs" or std added (4 ounces per sack of cement). Slump shall be 7 to 8 inches. 3. cor►ctitians are encountered in the Rwlting excavations. & better or#2 4. All mortar for reinforced masonry shall be U.B.C. 'Type "S" 18(X)psi compressive 4• CDo trot excavate closer than a 2.1 slope below foo'sings, d. 2 x 6 studs and larger D(xrglas Fir#2 strength at 28 (lays. lean at fcxtting excavatiars of Idose material by hand. e. Sills, ledgers, plates, etc. embed(led in or 5. All mortar shall be mixed by mechanical means and proportioned by accurate 5. i.xcaavarions t,isy be, ma 'M under continuants faxxings fix pipes. Backfill to be in contact with concrete Press gated Doug LFir#2 measurement. Shovel mi�asaatc�merrt wail D4d Fre allow'Pd. �Z approved y engineer. f. Posts L)ruglas Fir X1 6. Tests - ,See specifications. Z 5. Crossbridge or solid block at 8'-O" maximum o.c. for solid sawn joist 2 x l2 and 7. S 5 � pedal inspection w11t he provided by the owner fiw areas of this stnrcture as �; `� , ' "! _RElT. larger. indicated est plans. 1. a Average carcrete strength as determined h ►b cast lab cured cylinders at 28 days 6. F'ia�i:in anchoi ' )1St hanger, post caps, etc. to be "Simpson" orapproved ual. 8. All reitifcrcin for mastri walls shall be Grt� f' R Y h Y y f� , J( � K 1�. ( � P•' equal. g . ry .k- 60 conforming to all provisions of (pine.increase depending upar the plant's standard deviation as specified in ACI 7. All Trot; heads and nuts bearing on waxed it)be provided with a washer. co,rcrete reinfixcing section atxrve. ✓ Minim) ;.�.di be: 3(Xe psi fax all uses. 8. All nailing to be per table 25r,)of the U.B.C. Nails called for on the drawings are 9. Except as otherwise shown, reinforce all masonry wails with the following �1 Minimum Mix Requirements: to be common. minimum: w LL L Cement c(xrtc'rrt per yard: 5 sacks a 3(K)A psi 9. Cutting and notching of joists not allowed. I" diameter hole maybe drilled :.t the 8" nominal thickness '-- 5 1/2 sacks a slabs un grace center 113 of the member depth. All other holes to be approved, #5 Q 48" o.c. vertical 0 center of grouted voids. `" o LJ J ' b. Slump: 2 to 4 inche*.. Deviation fmm design slump +102" to-1", 10. Studs may be notched in the lower 1/5 of the height of stud f(rr electric and twt)#4 horizontal in band Creams at 48" o.c. i n , w r. G Air Entrainment: Per ACi at all ext,;.rwr slugs. plumbing pipes, but no part of notch is to be deeper than 25% of width of stud. (with two iJ4 horizontal in hand Ream 0flexr line, and top of wall). = c d. Admix: Water reducing admix (Rnzolith or e,ual) for all slabs. doles of diameters up to 1/3:ri width of stud may be drilled in studs but not in 10. Except as otherwise si-own, reinforce around all openings with two#4 horizon cn Q ; 3. Place and cure all calncrete per ACI codes and stvKkrds. enter 113 of their her ht- pal 2t g sill and heeJ by opening plus 4'-0" ;and 2 - #5 vertical far full height of wall. 4. �+wk1v control dints in all slabs on grade at X-4)" o.c. each way maximum unlas IL Sheathing to be APA rated with exterior glare. install roof sheathing with face grain 11. Except as otherwise shown dowel all masonry walls to foundation walls with one otherwise drown on pians. Pimvide heavy (314')kroled joints at 5'-0"o.c. and Irl" perpendicular to suppi and stagger end joints. Block roof sheathing where noted #5 dowel x 4'-0" al each vertical wall, bar embedded into concrete with stand ird premolded expansion joints at 30'-0"o.c. in all exterior walks and slab& on dr>➢avAngs. Install w'aWsheathing a"their horiscxttal or vertical and black all edgers hook. of plywood with 2 x 4 or thicker blocking. See plans and details for nailing 12. Lap all bars a mininii.rm of 40 diameters except as otherwise sha�wn. schedule. 13. Provide TV x T-0" bars at all corners an intersections for all walls equal in size SHEET NG and number to horizontal reinforcing. - ° 14. Novide bar poo ioners for all vertical reinforcing with high lift gseulinp;. f� i PACIFIC►'tWf., 11!3'80 1 QOFa So a s slt�,o40 l 1 5 SE 1419 4 IC ICED tri Iff�f f if f �9f � fil�ifll fltififl �f fN "NORM 1 r T T ' T 4 •�- S ROOF TRUSSES W)T PLAT, MAO OUS SHOWN FOR CLARITY SIMPSO"�I STA 15 ROOF BEAM `.iEE PLAN x {� 1 c0 -• TRUS; SIMPSON LSTA 'r. BEAM- SEE PLAN Sa ` 1 1/r l� / I y _ e xSIDE PL. 114 o �- W/2 3/4"0 BOLTS mA.X r Ii . / 8 d @ 8"o/c.AT FDGE 8d @ 12"o/c AT FIELD - _.._.._- _ _ _ 't` BLOCK ALL EDGES 06 x 4'-0"HORIZ. UNDER W :[Mr ,.a� _ SEAM PACKET _ ,� SDE AL'S 1 4 x 5 x 6 t 5 +"Cla 1 -�--- �.��.�"� : WITH 1 3.4"o BOLT AND 8• T.BRG. PL 318 x 6 x 7"(WIDE ; `__�� ull.M \ - —_ _____ _.___ CMU WALL d Q -------- - _ __ -- W/ 1 -314' x d' WELD STUD 4 w CANOPv 8 �• r. TRUSS , LZ'� -f"-r �' s �� ,Il' BRG PL. 3/8 x 5"x 0'-8" -- / W1 1-3/4"o x 8"WELD = w NOTCH BLOCK r 05 VERT,ON EA. ST,") "i z OR BEAM SEATS REQ.'D �- - r�'1=` SIDE OF BEAM ____/ 0 POCKET _ I 1 1/2"NON SHRINK GROUT #5 VERT`'. '- DESIGN THIS TRUSS TO S6 I . 1 U" i" SUPPORT CANOPY TRUSSES. S6 1" V-0" 8 LOAD AT EACH CANOPY TRUSS IS 1'-4"MiN LIVE .500n TO�OP OF SECOND TRUSS EXTRA TRUSS DEAD =340# SOLID GROUT TOP OF WALL OVER � -,;MP L_U� BACK -SEE �;; I S6 1" 1'-0" GABLE FND TRUSS S6 USA CANOPY TRUSSES SHTG ---� - -, S6 3 ,,. ,' u" - TRUSS BEAM _- TRUSS / 2 x 4 BLOCKING 0 4W o/c SIMP H 5 AT (FIRST BAY ONL- I C16L11 -- BEAM PASSES THROUGH HL � WALL ATO SOFFIT FRAMING 7 Q 5A SEE I SUPPORT SOFFIT JOISTS WITH f + z e 2 x 4 AT 4'-0'o/c HUNG FROM J -- INTERIOR SPACE TRUSSES > BEAM UNDER -- a: x 4'-0"HORIZ. UNDER 2 x 4 LEDGER AT WALL TRUSS BEAM POCKET W;TH POWDER ACTUATE C / �--- HANG AT TRUSS PANEL FASTENERS @ 16"o/c —- 8"CMU WALL W/ SIMPSON H5 AND 2- 10d POINT 3 x P.T PLATE- AT EA. TRUSS O MASONRY WALL SEF + ` - - 2 x 4 SOFFIT FRAMING 2 x 4 NAILER SEE 2- 10d FOR GYP. Sti Z v4 - 5 5A 6 — -- 8 a s ,, BEAM-SEE PLAN ^ Q O S6 S6 o.. 86 3,4" . V-0" —_ + * S6 o" 2 x 4 @ 24"o/c SOFFIT •• FRAMING SEE ARCH'L. ( J CJ ~ ! ROOF TRUSSES I -- -- SEE ARCH'I 1 SIMPSON H5 AT THIS O ' TOP OF ASPHALT 3- l O d AT BRACE � SIDE OF TRUSS AND I ! 2-10d TOE NAILS AT \ TO 2 x 4 OPPOSITE SIDE VARIES 4"TO 11" w 1 2 x 4 BLKG.,Z)46"o/c OR i TRUSSES ,\ I ¢ : ; BOTTOM CHORD OF 2- 160 SINKEgS --� I � TRUSS ATO _.�. _.� � -�� _. . _ EACH END \ ' _ 1JJ O � � O �-- SIMPSON H2,5 AT ADD 44@ x4'-O" — , G j " + + 18"o;c IF b>8" RE] AINiNG WALL SCHEDULE w o EACH BLOCK TO STUD 1 + _ - w 1N SUCPFNDED WALL t 10d _# _ _ - ( AT [VERY OTHER TRUSS - i-� h' K'. 1 _„' h�7,o' v%: V p i HORIZ TRAN':� b ii O 0 Q C3 � u� ? r (9 ) rA W1AT __ C7 0uj ` 4n h 4'-0,. 1, y 8., 3'-U +.1 "'ie 44(4) 15 #W(s IF 3 ) > 1 w ¢ Y z `s BACKFILL W/FREIE > m - -- ---- - 3 - 10u -- --% —- 2 x 4 BLKG. @ 24”oic w' ' DRAINING GRANULAR LL I 2 x 4 @ 24"o'c .1' 0„<h 7'-0" U 3' 4" S' 0' u-' _ x7 c� 15" #5 @ 1. 5 I a5 1 FILL ( WIDTH OF HEEL 1 i HORIZ, -- • / u r "-0' • h 10' U" �� h' :i' S - n @ 9 a;;`) 12" #6 Cgs a, 3}45 �, y,. ------- SOFFIT FP,�MING- SEE ARCH'L. N.-ETCH IN WALL AT �� ` c'LIQ b>8' 10'-0"�.h 12' 0' 1 1'-6" F,. 8' J' st6(ED 9' x5 Cs� 12" #8 @ 9" P ; a5 /� CEILING LINE 9 9A r t 12'-0"< h 14'-0" 1 1 1'-61. ",J)'' 9'-15 #7 @ 9 o5 Lc7i 12` #8 C z y Q 86 SG ' 1"a 1'-U '4'-L� h �6._0.. ,♦ , 1 r. . -f�" 9 0" 10 �� std @ 8" rs5 @ 12" +K? �P' ( 6?�`� � VERTICAL REINF SHOWN - - IN SCHEDULE EXTENDED Q G ---- FRAME FOR SIGN BOARD 024"o/c-SEE ARCH'L h NTO KEY NOTES IL J #r,�� 18 x VARIES I fe' � 3000 psl LAP SCHEDULE f VERTICAL LEG IN "DRAIN Fy .6000 psi `� U" 4 = LINE Wi VER"i REINF ) / —i - -- pA - - PLYWD. GUSSET _ I / LONGIT. 2. VERTICAL BARS MUST BE FULL HEIGHT t, 0 LLJ r _ - CONI'INUOU i OR LAP WITH DOWEL ;.�1 (r 0 Z a 1iI TRANS IN FOOTING AS REQUIRED IN LAP SCHEDULE 1.5 46 2"CLR. k; -- :' x AT BOTTOM 'n i -- 08 cc 10u # — SHtET N CENTER KEY ON VERTICAL _ - REINF. AND POUR AGAINST UNDISTURBED SOIL . + 45 CONT. _- . - x BOTTOM TOE "b " _ HEEL S6 L_ RETAINING WALL SCHEDULE PACIFIC HWY., 1"" 1 1 sup%4.OD e,&SIT94-00401_ 218 OF W i F36 3i4'' - 1 0" 5 E 141994 IC RLMED 24 11 t} tI 1 ft R ` w 1 1 - I 1 T SECTION 010n0 kIFNE:RAI AND SPECIAL. CC"DIT)ONE. i ` ,'i PAMA:J I'RrVF, T.: �l'll?GJI1tY I Ll.f t' '�.AC GENERAt , fTf t r ,11 1 oil fop i,Al'M(•h''' ' Ft'l.l. tiFR�'ICE F ftOTOTI'PF 0100c1 O1 (. CONDITIONS 1 n,rr, c!u: i ni! t hr ?)fust r to t i oil ;ind ett'eet foil t0 r 4�t�ti, • TL' A STANDARD FORM Hi I 1 in •t� for work performed b,tl a•ri oo percent ,ii;e of r roe ✓ 1Ft X PECIf 1CAT�l1 N•S the project and Its curipuncnt pr►rtt;, prior to the L i � r comp M ,cin of the structural frame of the pro P r I p{PtIOn stin II hr• sUbmItIP(I to the All hiteft fr.r review YISiOM { j 4.�----- A REQUIREMENTS "The Genera Cnnnit Infix of the ('untrnrt got Conatrur t i• n anrl,'n+ t►,r plr+rcmr'nt ane' permanent ennner.tion c►f the and approval prior to or on tile• ]n5t workiniv day of the y t . A r A Dorument A201 , 1987 Edition, Are hereby coati -ti part romponent members t(' the Rtruc•tural fraise, the month In which the work Is performed. Payment re,orRtA 01mo Rrneral and 5peciril Rey0remeots of these Spertfici►tionst The Contractor shall read and be Contrar•tor shall submitted after tt,is time will hr conuldered in the next '+ t provide. instal ) And maintain prop- payment period. All P.,trr iWl count hr InetWllPd or stored 4 01 100 5utrnsar} ip! the Murk governed by them. Pr I y nett i i±nrd and constructed runt ed t pmpc►vary brei?:l ill! Wud 011100 Samples and Shu on- ?rite to be en•iAidered for payment Pa sten? re „estR p >rnwtngs anrnorage of adequate tatrength to prevent dtssloca- l y Y q shall he wtibmlttPd nn AIA forms 0702 anet 6703 0100 rmporar} acilitirs 01000-02 SPECIAL CONDITiUN5 tion, dititorting, cracking, falling ntf, or any 01108 F Cleaning oe l►o Other damage to file project and Its component parts a 01500 Frnjert Closeout A WORDING JF' THFSF SPFCIFICATYoNS d cfur to wind forc•rx as required by code once am design-' es ign- ed for b}• the Architect for the romplrte structure DI--��ai 2 S1TL t1K►AA Theme Specitic-at ins are abhreviAtPd or "streamlined" type SECTION 01100 - SUMMARY OF TNF. MORN and frequt•nt 1y i lil de rnrnmplrte •tentPnr.cv.. Word- surh ns 2. Without additional cost 10 the owner, the. Contractor 02010 Gvi:rral crtp Work kevuirref-1,14 Shrill,- !„ .'the Cuntrartor shall" Anti similar Pion., %hall , at hist ow,, --livnse, repincP or repair, ds 4 021&1 fleet)Iition tory phrases Rhall he Ruppl led by inference in the same Pan dirut.trd, any Pot tl(1n8 of the prujvrt :)fill its row 01700-0: n71 '1r" Clearing ant; truthir,k ver as they are fn :i note on the Drnwdngs Thr rnntrArtor ponent THE WORN• O parts damaged due to lack of each bracing and 02 1i) Sltr Gradini; +;hr,l ! p! nvidr all Items and RhalI perform at r,pvral !nils rrtrhnr,rp• C c 02220 F:xt-Avatinp and hat'kfilling I i%lr•d, and shal l fu+ rtist, If l )ahur m,rr ,•. ials, rrtui(,mrnt , Thu work rom.;,r ,• r � tt,, , r ,ni,lrterl cc,nKtt ,' t !nn � '=Z 0 02230 DewaterinL services and Incidentals rr'quired for their completion. r•eq+cirr•d h}• tit,• Contract f,or.oments ar,f includes ;,ll lobo• n, rr .; M � � z,;:ry to i•rodurt• silt:], aunt true ll;,r,. and all matclAirls and equip- 02210 Sot ) ixepsctiur, Control K INSURANCE Pent incorporated or to he Incorporated insuch ronRtruct ion � � 610 Hot Mixed Asphalt Paving except lndic,ited h Owner 8.0. N. era ', R SIIRCONTRACTS 1 Gene { Y ( ) , (not i n runt rant ) or a 2 6 V1S10N :� THRU p1V1SI0N A K .E.S. (kitchpr; Ptluipment supplier) Are exr.ltidt=d 0 (SEE c;ElKE1tAL i STRUCTURAL RMS IN ADDITi,)N TO ITEMS SPECIFIED HEREIN) nivisinn of these Sperifications into trade headings conforms a Contractor ?;hall submit a Certificate of WA z - roughly to rustcenry prartice They are used for convenlence Insurance to the Architect prior to construr hC only. The Architect i,; hound to define the limits of an m �iVISION _3 - CONCRETE Y tion start lnsur•rtnre c•arr•iNr silo] 1 carry an SECTION 01200 - SAMPLES 6 SHOP DRAWINGS subcontract and will not enter into disputes between the 'A' rating and sha)] be acceptable to the Owner 03010 Concrete Contractor rind his' employee,;, Including subcontrnctnrR. and lender. 3100 Concrete ; dewalks and Curbs 01200-01 1,FNF.Rr,(. naano Extruded Cnnrrrtr Corh. 2. PrePlsr•s Operafinns C NIfMHF:R (IF SPf:CiFiED ITEMSP.FQ('1RED A Snmplrs : r DIVISION 4 - 14ASONEY S tndppenclent Contrarlur ' s Protective• Wherever fn thrar 4perifiratlous an nrtirle, dcvive, or piece 1 . Provide si,mplr• ;:4 inrdic:,trd ht low ;,fid i,s r•r•gr,irrrdS pp040]0 General N,tsnnry Rcgutreme0ts c.,f eyufpmrnt is referred to in the • :,:pular• number. snot? ref- 4 Prndrtrts and c•owp)eted operations ir. xpPr•ffirat fon ser:, `nn . 01::.; esu-•*t and (rout erence shall inrii►de as many surh ,.r•tic:les as Wrr shown on „ n04220 Concrete llni' mAsonr-y the Drawings or required to cr.mplete the installation . Owned, non-owned and hired motor• vciriclps (aI PhysiraI ch;,r;,rterIst ]t8 , SiZv, shape, ;itirl ,(I_j'IlJl detailed instructions for which samples are require 01210 Quarry 71Ie d are noted in 4per•ifir;,tiuit r:p(•t1nnR rPlatiny, to 6 Broad form coverage for property damage II D. PRIOR USEUSEOR OCCUPANCY ..—,1 DiV1SION b - METALS 7. Worker's cnmpensatlon - Statutory materials. The Owner rest.Prves the right to use or nc•r.upy the bui ]dinC (b) . Cnrrrrt 'on of Work: Arr,hitr(.t wiI ! comjpare Employe,? s ] lability - $]00,000 05100 Structural and Miscellaneous Metals or tiny part thereof, or to use equipment Installed tinder the work with Approved samples and if, in the Arct,'- 05400 Me•41 Stud! Contract pri :r to final acceptance . Surh use or occupancy shall 13. Comprehensive General i,iahi 1 ity tPc1 'tt nlpin;,,o, the product is not as good ;,s the not cnnsttitute durrptanr.e of the work or any part there-of. samples. corrections shill : by made per General UJ DIVISION6+CARPEN'I'Ry w Q a Rodily injury - 5500,000 Pach perso!i; Ci•ndItinns, Art i• le 12. J _ �-L ` 06100 Rough Carpent r}• E. STANDARD SPE('1 F I CATIONS $1 ,000,000 Parh occurrence. P. Shap D,;:wi nits t F:qO i pmPnt Sohn i t to] Procedures : � � �--- nfAO(► Wood 7ritar A C:,ySnPs b. Personal injury - $500.000 each person: f� Reference herein to speriffc,stiot,s issued by the above name~ $l ,Onn,nnn aggregate; $1 ,000,0(.71tPneral 1 . The following listi►iY of �I,ol, drawings rind cquipmeut !. or other organizations shall mean the latest editions of said aggregate. item~ shit) ] he submitted by sub-contractor for review specifications, unlptas noted otherwise. by Architect . Submit (4 ) four copies containing all c. Property dam;►ge -- $100,000 each person; rertinent data and indicating tl,- name of project , sup- 07120 Pro.-Formed " plier and manufacturer. Shop drawing:; shrill he drawn to ' 0?1P2 Pre-Forrtird vapor Retarder $200,000 earth occurrence; $200,000 aggregate. f` • r F. nIVIsION NUMBERING , sper,ificfilly r2.ate to this project and ahA11 show all U O I 07210 tliccot(nn n pert Inent relatf,rishIps of items to the pincp ifi which z At:tmm�t ive ].Sabi 11t} 07210 Stucco (nBitu i nfusRoofah) each is to he installed. Rind and indox all Submittals for C O75In Built-lip Bituminous Rn,,fing Nltmhering rand lettrr•ing of divisions 1n these 5ppc•ifir;ttlntrs ., Bodily Jnjury - S500,000 each person; �i..._� " 07f,10 Metal Ronflnis etre merely for fdentlfiratinn and may not he consecutive. $1 ,000,000 Pilch nrc•urrenc•P. manufart tired equipment and hardwarr items into hr•orhure LL 07620 Sheet Neta) Werk Division; included are listed In the Index of Specifiratinns. form. 07720 Soffit Access Hatch Thr Contractor shall check ills copies of the Specifications h Property damage - $100,000 each occurrence. ��.. Q 4 . 07020 CAulkl,IC and Sealants with the index to he sure they are complete . IO independent Contractor's Same limits as ahc•vP. f1RAY,'iNGS AND LISTS Rf:�il?iRE'D DIVISION 8 DOORS, WINDOWS, AND GLASS � Q G. SPF,CIAL 1NSPFCTrONS See se" funs In Divisions thltt 14 , '01' sholt c 10wing-i- r,nd ►'%'' 11 . Pr•nduct ` And Corsp]eten Operations - o;,,nP 1 (colts its � �� above• t n on. w required fn► Arrh S t ort 's "Shot, Drawings" neer ov;,1 �j` Q +►,"� r� 08110 Hallos? Mrtal Doors d Hollow Metal FricmeR (1 ) yr',,r, rum,,,• ncini, I. iFsOanrP of ?•, tN," 08200 Pre Hung interior Wood Doors The cont rant o, ::i ) 1 , at h i 4 own expense, e nppl0y ,r f i net l cert i f i rate for payment . 08400 Aluminum Doors and Storefront System qualified testing laboratory npprnved by the 1 . Shop dr awini,s ;incl equipmt'nt hrochnre% f-- c"' Y,, wi ] 1 he rev IPwed ItV Arr'Itilr'cI ;tad 1 w roptps returnrii *RH OA66R Aluminum D1rve-Vp Windows jurtsdit•tInn in which work is to he done, to 12. Contractual Liability Same limits as above. OR700 Finish Hardware inspect ane text the plact,mpnt of structural to Contractor . 61*%A A Glazlnt, r•nnr•i•rte, reinforrirll, steel find weldinp. Test 08820 Mirrur9 results will br' at the Contractor'-; field office L REGULAR AVCHITECT SiTE: VISITS 2 1111%atisfactory shop drawinlys ;lnrt hro. .ttlrrs .WPI Z for Inspection. will he so identified and ret ur•ned to Contrac'tnr V Z-+ Z W a $ / for rvsuhmittal . Only rorrert ;,nd Architect N z Z z �i � z DIVISION 8 FINISHES The Archilvc!, w' ll perform i, rel;ular monthly visit . This CO) _ approved copies ,;hit 1 l he on the project .. � 0 3 Z o N z visit will occur during one of the lar-t three (3) working - � ; o � , o * a 09250 G Num Dr •wa) t H ABOTTING PROPF'RTY, ETC. da , cc YP 1 ys of the month The purpose of this v,sit will he to � tr 09270 Gypsum Drywall Finishing review the state of thr construction and the percentarve of Ap; ?ova] of !;hop drnwtnf�s auri Prlullpmrnt hr orhr,rt•ti 9 � � C a LL0 0,.4ion Ceramic *lir 1 Thc• Cont Victor sh;,li be res onsJble for adjoining work completed, y Architect is ? neral ,and ?toes not relle :•e Contrnrto, ' P � j f! completed. b r, ' � � - property, both private and public, As they may ht, of responsibility rot ac•rurr.ry, dim+ ,;~ions, proper fillIit ! g . Accous 09500 ResIIItica] Ceiifni; Systems of work furnishing of materir,ls or labor i--hired by h 09RS0 Rrgllient Flouring affected by the work under this rontrWr•t . and not shown oil shop ` M. ENGINEER'S PF,GULAR ih'SPF.CTiONS ('nutrilrt,,, dr.twi, f!s fir F-qulprent Z l;00 Painting rnrt;,t r )fret es appro�rd 09450 Vinyl Ma11 Cover9npF 2 . The Contractor shall perform all work required to main- hro• hare% shall not hr lo depart C� titin or restore the Adjoining pro i' perform one or more rebular fnspec•1fons from ( antract requirements OcJA70 PrefJnlshrd Wall Panels property, both private The (•:n ,lneer• will a 04975 Flhprglar. Reinforrr•rl Vanel� and puhlir,, In or to) the rondlt ion prevailing At the during tier rnurse of construction. The Contractor shall W ,. rstrut of hic opernt inns , not Ifs• tilt, Arrhitrct tied the FnginPerr when work has DRAWINGS AND LiSTS REQUIRED is f 4x DIVISION 10 SPECIALTIES suff i c,ent l y pr•nrr•es.-rd to theinspection point . The first inspertiun 'it';' occur' print• to roof fnl! hilt Wfter• Mfsc•e) lanPonN Metals and Structitr•al s , rl Prefahricat v(I Plast It- 10155 Toilet Compartments I . PROTF.CTiVE ITEMS fill diaphr;ti;m And shrar wall nailing has been finished. Rui ]t -Up Ronflrtp Sperlflratio►is Laminate Casework , 10428 Sii!riAl;r 8 Graphics (Hilder De�sll!nrd) Relnfurrint: Steel A,umfnurr etorpfront System •• 10520 Fire Pretection Specialties 1 . Provi!',p• find maintnin all tempnrrtry items of protertion Wood Trusses Aluminum Delve up Window 10800 Toilet Accessoriesu such as harr•iendes , walkways, fences, handrails and N. SO11, F,NGINUR'S 91,16111-AR INSPECTIONS Finish HWrdw•;,ry Toilet Cotrpartmrnt ; Soffit Arc;Psc Hatch z - gimtlrtr Items regulr•ed by the state and munfc•Ip:rl As required If Snira report is provided 1'uilet pere5•Norres . DIVISION 11 FQUIPMF,NT Authorities and lnsuranre under writers, and as ap- Hollow Metal Doors A Frames proved by ,Architect , to protect personnel and the < 11220 kitchen F? ui ,eent 6 Stadnlesti Steel general ohlir from Injury Al I in i. drdit inn to fir;twiligs ttnd items I laird ;,hove, ser ,ret ion � cl l p prntr7r, i ve Stems n. CHANGE; ORDf:FtS inr the Absence of which the Owner might he ] Sabre in Divlslons 2 and 14 , for additinnal drawings and lists requi^ed for Arrhitert 's C �. k QIYISiAN 12 FURNISHINGS shall heprovided fnr by the General Cnntrnrtnr, who 1 . Proredure! Ch;,nge order rrquestR by the General "Shop Drawings" fipproval . O shall aRRlrmP all vesponsihllity for Fame. ContrActor shall he mane 1n writing to the Archltert J •�• 12310 Prefrrhrirrtterd Plastic I,ntslnntr (:n4eworkJ Ora i rhange orders t hni of fret the Contract amotint 1 Sot f Nfitrt ory shop draw i nibs Will c(lu i pment brochures tJ + 2 The General Contractor shall be respnnNible for the will not be binding on either- party. The Architect will be Identified by Architect and two curies returned ~ :.= �V;9ION 13 $PP,CIAL CONSTRICTION proper prntrctinn of the building ngnit, the ole- will respnnd to the request in writing. Approval by to Contr•nctor F. U - mento and from intrusion, he shrs) 1 prnvi tempnrnry phore may he accepted If followed by written fill- WW NONE THIS SPECIFICATION rnclnsures to openlnKQ with doors and hardware as prc,vWl . AiA farm 6701 is the only Acceptable means 2 One copy of t,nsat lsfartory shop drilr.-inl!st .:fid hrorh0rest a i nlrnrt Amount Ow - i nernitiated change will he so identified And returned to Contractor for re- � l i?IVISION a4 CONVrequired, or as directed. of changing Co EYING SYSTEMS order requrst N will he t ransm i tt ecd to t hp font ract fir Nubm I t t a 1 Ort 1 y ror rest and Art h f t cc't approved copies 7 �. Provide and muiutain a1) necessary temporary roadways in writing by the Arrhit^r•" All change order re- shall be nn the project NONF THiS fiPPrIFiCATiON And walks as required to serve the ronstructlon duPsts fill, pricing and apprnval shall hp done in • , ,•. , - _•, 'SD]V1S10N lS MECHANICAL nprrnttons find the public. t 1mt•ly manner by hath parties :1 Approval (if tt f shop drawings nrt rrlufl,,nrnt tprorhttre5 by .. Architect Is genr•al and does not relive Contrnrtor of � rPsponrih111ty fur ;ic•ror:v Y . 'dimen4ious, proper fill flip ref SEE NF.CMAi11CAL DRAWINnS ? I►t ,•►hefid find Pr of f t - L'harpf!s , nr overhead Nhlt 1 ] be work furnishing of mrit er i o 1 s tit tailor equi rod by Ccni ritrt or S �NE�T NO.. ) fe,liart Ili ten percent (10x) of Contractor's rust on rind not shown nn shop cir•nwiligq o►• equipment hrochurrs shall fIIViSION 16 - ELECTPICAf orar•r4 Pr•ofi , 0u.11 hep• limitel! to five ]'?trent '(51 ) net be ennytr•urrd .;s appro%•rtd In delpart from Cnntart rPqufre FLF:CTFt i PAI IiK.1k 1 kir ' ' foot ?ileifir' 4 root nn all rhange nrdo-rs meants r.f f pi CIiD �F SPECIFICATIONS PACIFIC HWY., 11680 . • ., -- y , SUP94-0006 b SIT94 0040 1 27 OF 60 2 3 MICkl4LMED 1111111111 III Ilbi1l lel II IIIIIII�IIIII i IIIIIII�IIIII 111IIII111111 1111111 ,;1;1 IIIIIi1111111 I IIIIIl1�11111 illllllIlllll Illl111ill Iq81111111111111 IIIIiI.1�11111 NNOM IIIn111111(in iu111iiI nnlrinlllnllin 1I 11111111 _1111111uII IIII III 111 11111111 Inllnn nnllnlllnlllnl IUIIIII�IunInlllln)I(nimnlnu IUllnn union ulllnni(t1( Pill- 1 ..'.. .; ':r.",., .+�'..•itiwb.�►K' Y:�l'( . '.Il.rli'�gi4�i!Stw. ..",}.+ 'a,:c:;a:.ca, .. y.rn..-.g.,�p..p„ fry,., � :t,w- - ,.-q....r..,.. �. -• ..- ,. ... - y'. a:uvar'54 T. 9 Cit !i ON 01900-T>k PORARY FA('1 t.1 T I f s T 7' S T - V rr•(ull> m<: :ntrscn t►rr,chmr]►k ' � runc►Jnrr,t!( un:f (It lit. P It lhe4Wo�,•nc,(rPi1u�r�ririfc��'t`«tr{rfl Include til` i•]rruvgtinn. u ( backfrilln and i ,n;sh ret C 1 I Ol "`KP'c't:aE�` CTltt'f1't!iitC ! Thr t'a►:tIa(-tIII shat! +rovfde +c wr ! : at-, • r ,•terrurc• ,,, r un«rrurt tor• o. file h ► l.uu„utrr ,ntt dlc:turhrd ur dt•str•n ed , 'Ind sure outlettny ;jppoI enunre% , exre{•t r•xr;,. :;t ,nf- nfjIr red uIJdIrig;,C:rir,r:r al I drrPrts 1n rarPrrals or ]crnrk+nnnshl ► n1 y t'PI'1:,cP rix direr►ed ) for tnmtJ►llntlr,t, • Ctttntractor shell rt•nvtcla 't•rpurary Ntrurtures aF rt-,lnttr••I l „11 ccf mech-cntr.al And PlrrtrJc31 work crudes under the Contract This guarantee shi]1� by for a 77 � G The nlnU any sh„1 I ver/fy lostsnot, of al! exJt:t Ing e2tc test-+,•,, (meld o!!!cR Aullditt� shall nr pec+vrdPd perind of twelve ( 1l) ronths, unless noted to be longr.r, or c,tllltie•s prior to heglnnlnl; any workCantrrcEur is res nr replacPrent of rtflitfem And proprr!y damaged by brokPr�opfpr.Re wfrerPPitcr CIn the event that the• udlrol! e,u11rnndltlunkaur rs,t or the prrfnrl atlpulatrd In the various ,rude sprrlfJr.atlnr,tr ndequete for b(ertnL, the Contractor shall nntlfy tilt- ArrhJtert lMmr.diae r 01100-0� or +,f'riudN lnngrr than Lwr1VP ( 12) ronths . Th1s pe;lod shall prior to any art ion bPln{, taken liter flPld Px:,mrnatinr, by the Arrhitecty '£!IPOR,►R1' MATlR Sapp,.} rommence as stated herein upon Suhxtanatlul romp iPtIoil N All work shall be, performed In ar,cordance with Sri subsequent testing may bar ordrrr.rl 11 The Cnnrrar.tur bhr,ll he consulted to determine � Report , ff prlvlded tilt- cost r•nst t•ffrctJvt• method of resuivJn ' the• r Contractor ct i l .trrr,r;ga fur Jtnd 2 The Contractor shall obtain from his aubcontrac'tors 1 pr++blem s+cyply used durfne construct run for watPl') shall�rhr)lhra�t�fied �( rnr►proven {�} u and shalt deliver to the Ownr•r In wr.ItinQ all individuAt SECTION 02100 - DEMOLITION safe source for all thn.r connected arrth the wnrF. trade bonas, warranties or guarantees spec.lffed under the n Shore tows brace Pxravatlons where nrr:Pssar} to prevent • r;tvr- 1nF , and to arcnrdanrt• with ;ell safety laws rind nudes �'aI'fO11F trade tlEfCtiOnF of the. Specifir.atlon. 02700-0I GENERAL 01900-03 TEyPORARI LIGHT AND POWER 3 Supplementing the above, the guarantee and warranty E TESTS. INSPECTIONS AND SUPERViSiON prriod for merhanlral and electriral egtriprent ur any A. Provide demolition to remove all existing buildings, l I t•ht ,.,,. P,,wer - fnerpy cost:; for eruporary light unci powr.r ether mrrh;cni, ,l1 mote iv,,nc •' Nha) 1 rr,n,rn,•nie from the cl,ttr• roncr•ete walks . •i�:ph;tit pavrnl!. p„rhat'+' rid debris from tf,e site all with All tPatinp, required by the Soils Report , if pro t+i ; : be, {+a:d fuc h} the crntt^actur ,n t !,f :;err• ( ; ;,d);,1• ; ,nits and remove sorb mntPrtals from tilt- site. 1i,�, +'Eden or As rerltllred !n theme 5Perttfrattnns nhrtil he, A tilt- rquipmrr,t t,; fttlt t,1,;ted in rot:ttnnrd ;ervtrP. In na case shall the uaranter salvage ft•:►m till- above becomes the lcerformf :f h)' r c ,; nt :+•r! 1,; r,fer;sfr►l+al lrgtlnl; lr,hor:rtory G prrind start date prNCEed the property of the contractor. See Gttnerai a{,provtrl h} trio Arr.f Iter t rfAtr t-( t;,,h.t:;ntlul ( am{,lerl:1c, Mt-clial.t, a) and or r•Ir•rl1-r Site Work Requireinrnts for uFe of Riff and protrrtion of person and 0]100-Oi TEMI'ORAR1' 1iF,1T b 1'F\TId.ATIOM r;il eyuttcmtnt p)Arert into +;etvtcr for the I,ar,rflt of the• i property. M.M (;ever ;: t (':int r;,r'or ' hall l;ty out ;III l 1 f rirM anrt cc cc • c;e•nrr:,1 r nt,t ra:r•t or t~1,,,I 1 oat ront•i 1 t ut r' cant I nuecl Ner•v r c•e M Temporary heat and ventilation shall he provided as required As a condition to formal acceptance by the Owner, the 'e' t�l` M,cka Pvrr } effort to pre,`rrva �•t,,kt.,( MB. Remove ar►d fell any existing basements, septic tanks or J-6 stn paid for by Contractor. Furnish heat as required to lir!, out hulldiny and Ge.nrra] ('ontrac;nr, at 1c1s expense, must pla(rP same• in underground storage, tanks within the Site Grading limits . All concrete and 'f General Cnntr- ' ti. 0 T work from dampness and cold first class operating condition as it it had not been tank,, to be removed from the site and holes filled with structutal fill .ctrl `hal ) {;IVP the• Wc)rk his personal ft used The (fate of ronlinti-d service. will he determined supervision. In his ahsen(•r, he, st-aIJ leave a r�spon � � t OI100-0` TEVPCIRARI'• TOILET FACILITY from lease periods set forth it-; the ]rase rigr•rements for Bible reprrsP•,trilvr iu charge wan shall have• the. � � the fiutlding authority to receive and Pxerute order's from the SECTION 02130 - CLEARING 3 GRUBBING Arrhltert or his rPprrsentativr. C Temporary toilet facilities shall he provided fur .,11 those on . connect;•i with the work Keep In sanitary Conditi,,•' 4 Should any defects develop in cor,trart work within 0f sprcJfled periods due to defect- 1n materials and/or 02130-01 GENERAL F LAYOUT 01300-06 JOB TELEPHONE workmanship (exclusive of damage due to the Owner's im- proper mt 'ntenance or operation) , the Contractor shall A %et- Src•ttun 02010, General Site Work kequirements . 1 or all work under this Section ,hall for, Joh telephone shall he provided- a ;:or. coin box tyke vonnectpri make r-vans and perform all neressary wot '< to correct made by a licensed Surveyor r,cceptab]P to Archltrrt to local exchange 'etre+ ivr wn►k, as approved by the Architect . The, Ler 02130-02 :'LEAKING t rart nr sha 1 1 Pxecut e such repa f,•s and rnrrec't I Ve work 2• Mit i nt:,i n ;c 1 l hr•nrh mark-; . ront ro 1 monuments and USA S Q SECTION 01400 - CLEANING UP within five (5) days ;iflt-•r wrfttPn entire to► Contractor A. Clear site of snails , brush, shrubs, rubbish, arid do-hr-is Stakes, whether newly rstahlished by Surveynr or pre / ` h}' vfnusI axiSting Prnlrrt from clamaye rind digl(• ,t inn. the Owner, and the Contractor shall hear all rusts in R. At open field., , vrgetatfnn standlnl; higher, than 4' 1f necessary to distort Pr,istinr hpnrit marks , re-estah- ronnertion therewith The Owner will give notice of 4]400-0] GENERAL observed defects with reasnnah'.e promptness. above the vristIn11 l!ronnd shall he mowed as (•lose to the llrnund as posFl - lash in ;, ti,,fa place 5. Should any defects develop do the contract work that hlr . Mowed material shall he, hauled off the site to approval disposal The Contractor at all times shall keep the premises frets from rnnstitutes an Pmergpncy, the Contractor shall visit the site. 3 If any discrepancies are found hY Surveyor betwppn accumulation of waste materials or rubbish caused by his operation At the site within twenty-tour (24 ) hours .,f notification by the Dr•awinvs and actual conditions at the site Arch I i 02130-03 GRUBBING r Rrtert + crtpJetion of the work, he shall ren,nve all his tools, construction equipment , owner of the ctefdripncy and begin emrirgPncy repose- within rrsrrv••s the right to make such minor adjustments in work ■quivaleachi y and aurpbtis raterfal , and leave the work ' vroom clean” or Lt's that prrind The Owner ohall promptly nntlfy the Contractor sperifird ;Is nerpssary to arromplish the- intent of the. except otherwis• specified. After all trades have completed work and shall take avr,tlabie measures to f+ulniraize any derma,,^,e to A. krmuve all stumps and roots 1,11'r •r than 1 -1/2” f:, Cnntrart Dncumants, without increased cost to the Owrier and just before occupancy, the contractor shall vacuum clean interior of the the buil,iing .and contents . The Contractor shall bear the diamptpr which ocr•ur' within the followjrl,: 02220-02 EXCAVATING w building, including heating and ventilation ducts , hand dust arid clean fixtures coat cf ,,.Fly damages to thu h,tildine and c•nnterts . w and cabinets , clean finlched floors, hardware and doors and wash mirrors . ! Areas tri he nr•rupied by hufldirieN, indicated future A. Fxravate for footlnl;s, foundation, walls, PTs. , to huildinl;s, walks, and Pavia S1zrS arid level- shown on draerinl;s . An unnoted fovtinp or foundation depth 6 . In case Contractor fails to do work so ordered, the Paving. and also nrPas which occur shall hp jnrlgrd to he s;cmt• as depth r.otrr) for naarr•St foot fn , or SECTION 01500 - PROJECT CLOSE OUT Owner miry have work done by others, and the Owner may within ten feet of building areas n within same rate or} ,and function T. L fnundatinn lJi charge the cost thereat against monies retained puruant t•► acc(,m{rlishrd Pitnrr by hand or h mar.h ' rrn''1 6 ' of foottnl,• excavations tc, the Contract . If said ret, toed monies are insufficient to 21 Areas '•,tier• than "1 ” above,' where stumps and roots Y the if coma { tied per Ser.tiun 02260 � I 01300-01 REQUIRED CUMENTS pay such cost , or if nn none)' Is available, the Contractor ,rt'P lf's9 than 12" hP]vw finished ,,rade firoo `- P kemnvr unc'1assJflyd or unrompactpd matrri;,l unruVered f an his sureties shall p;I} Owner the entire :>a Ian^e of R Stumps and roots ►iPE•d not be, removed f n f l 1 ] areas out du I nl! foot I rig r xray. A Without reel ievinl! the Cuntrac tut- from st fpulatr.d rertnirr- cost o(' sur.h work 1. at Inns Plave and romparl structural fill nr bankrun ~sett- of bullcding ;:► t-•;:5 is rf-quired to he more than four feet dr•epover Boort as required to maintain footing depth as called for L rents noted els,nts tt, in CortrdFHvart Dto Archit aha r Tit(, Cc,ntrartor shall he involved to determine the must rutin the I)rawinrs � O following is a list o' pxfsting grade . required dnrurEnts to hr drlivrra•d to ArchitectF offset- accompanied by , 7. Elulfnr the { uarantPe peticed, the Contractor shall of resnlviny the problem t t- ffertive methnn Z signed letter of transmittal assign a person and an alternate person to administer the --- G guarantee. The Contractor shall prnvidEe and keep rurrPnt 02130-04 DISPOSAL r� u— l-_- r (' Shnt;ld water antr`r the F. f (,.,► a list of names, addresses and telephone numbers :,( the c <,t,=lt inn , it shall ba AS-RL'1LT RECORDS In an approved m;tnner by ti,^ Cuntrcirtor• at his exi,pnsr• Material in the administrators, where file}• ran he reached during and aft]•►' A. Gather ,tp n] 1 brush, Stumps , wnorf, and other rrfu>: i,nd � remove from the Site, and dispose of matprlals at A contractor rove p dirtom of the' which h„s suftenrrl by such water, Shall he remnv � � business hours p dell disposal riirpctad h}' the Sails Fngtnrar at the rx•,rnS, of the Cnntr,artor ed as 1 Uocumrntti ;,S listrrl ha;nw mall be, raintained 1n the site. field cffirP hulldinl; A Dr-#,w ( COMPLIANCE: WITH REQIiTKEMF"ITS OF GOVERNING AtlTHORiTIFs Q h Specifl(•itfons 02220-03 BACKFILLING c Ad,:enda 1 Co-rt Ifirates 7f Inspections : Mec•hanIraI arid F.lertrlcal SECTION 02210 - SITE GRADING Q of Approved Shop Tlrawinl:s 022]0- 01 GENERAL A Aurirlerlt;cl river-exr•;,vat inn rot, fnot fn •s tr, P. Cha*,{;e Or•i.,rS 2 . l'rrtiflcatP of Ot:cttpancy. filled with 1 -1,�2" f Field Orders i' lilt-• h,:ck j A . 5f•r• ret, :!reran, s of Section 02()1 O, General Site Work (1236(1 01 Ir minus rr•ushed rnc•k . t'nm pac•t backfilled prI•r ar;,graph _ g. Other Contract M,,ddfirattons 01!-00-02 t L,� kr•yuirpmrnts . - h. Other approved doruments sutimitted by the DOCUMEKr SiBmll AL PROCEDURES ConEt interior llnderslah Fill and Found;tt ion Packf I1 ] : Barkfi 1 ; J I �' N the Specirt fications is icrmpl i.:;op with varinnR sect In;ts of ft file work n( this sort inn rerintres the sir ft,pf ng ;end against interior fare of foundation walls at-,rt Ci ] ] under ince < z ? W W the Sprclffcatlons A All documents are to he fn office of Architect before dis{,ns„1 of vr• •etatir,rc and r•ou .h Cnnrrete slabs from (:nm ,rtrd soil •� + , interior on-gr•Ade V E• l' l:radinl; of the site, all within the " gradin p` ,,r;tc,r tc, leve) rer,:tired for' hilt trim (,f b U) -Z WW 'c fits, + ;:rrrptanrt• and fFSnanct• nt final rertlticate nC payment - lints” L L' concrete slab with a minimum f,” deep f111 of 1 1 m1;tuS washed rave 44 Oc3 t7 O r^ z i?,. 2. leen, f ty tis ' ?rn jar t Rer a^cd Co , (prhhlrr stones 1 or wash] d era ,ravel g 1 0 0 3 O = c" h { ) unr Set of e;r• tc R Provide (2) two sets of all documents . or Of the above documents . tz 02210-02 STRIPPING ( Fuuncfat i(in H„rkf I I I - After (-omelet Inr( and f final insert- - a � O o 'L O < < Mile intain the d;,rumentn s ipoor. ronri( tinn, available BROADSCOPE SECTION 02010 - GENF,RAL SITE WORK REQUIREMENTS On of rrJ ] specifiers sub l;r;Idt w;ttPrproufinl! and sol:-1 rade work , remove sal at rill times for inspection by the Archils-ct Do not use A titrippini: Vegrt:ttlon drhr'ts , Corms, organ „ori hark ir m;itter , h a{t;rinst exterior sine c,.' for construction purpose- . KPP{, ;toruments rurrt- nt . not 02010-01 GENERAL foundAtinn walls . RackfiIt* m; tt with subsoil � layers unr± machrnt• tamp to 901 at these Prior Place in 6” Z eo,icra ins ;toy work until the I;;fnrmation has been 1 Stri{+ vegetation to r•omplrtel}• ramc,ve it from all 2 recorded, A Rrqulrements of regulatory agendas areas of site. 1). Trench It;,ckf i 1 1 Harkf i 1 I int: of t ranches or cart (ill's m;rde 4 . Record on the *ost appropriate docamenj I Permits, fees rind notJ(,Ps : Ser• Genernl Crndit (ons, 2 . Strip ve-getatfun f om areas requirinV rut , in by MachaniraJ nr f,IPrtricaE Cnntrarto('s will he by ('ontractors making the trV t . 3. 7 1renr,h or (IItc•h. B;tckflll trenrlivs with slime matrr(al ( if snIIall If, Q addition strip vrl,etatinn At f ' lJ arras to ]eve) which materiA] adjacent at file slime elevation . Place in 6” layers Ansi machine, t � SE(;niflc.ant rhangrs made during the constr'uc is a mi•clmum of 12" below finish hrndr, t;u till,, nn t1nn. 2 vrgptntlon occurs in top root of r,ot ;tn(i fill . to X15% rompact inn for interior nndelt* slab !101 romprlr± inl! ter ,,llama Drs1{,n r.nnf way a pre work is eats f nn other areas . Final respcnslbJldty for this work puhlir right of wary to be, per requirements of govern rests with "Genre,•. "' b. Significant detail r,nt shcwn in the nri Inal menta bed having it 'ropxotI Contartnr c Y. Y P. •furlF•iirtlnn, specificatinns per } C.ontrar•t Documents SPctJnr19 In Dlvlston 2 apply whrer(r not prohil. ted by L*nvernmrnt authority. ! Strip exi.,' tnp 'opsoal anti stock pi )r f::r reuse i r ?he location re cedato pprd neatutil iev ,inn 1' Exterior Underslah Fill : Where• rpyuired by InwnaSs ref 3 apnurtrnancpS refprencecl to porm ,nrnt surfarp 11 Drslgn enitneerlrig and construction mpthnris for earth exIsIIng grade, fill under exterior ronrrete pavement Blahs and wAlks with condi t font-. work npr•rr,t ions, trmpornry hrstring, shoring, unrtrrpinnfnp,, Rheeting, Ptc . , 02'!10-03 ROUGH GRADING (Iran earth suhsoi is, rxrr t t , .. fZ Are responsJbl l lty of Contrartor When Contractor- deems Any such work hp and w'Icr ra r,r ,twinl;s st,nw' {!r:tvrl f i 11 Cnmp;;r t e;Irth p fill to 951 comas,rt inn pe:• Srct Inn 0;.'2!;0 � y lope, off sines of fill to acdjacent d. The !c,ratfnr, of Internal utllftirs ,turf opt„rt-- his rapah( lity Contractor Fh;:11 retain, at his own expense, the servicer; of n A kc,ugh Gr•;u!!n{: lnsida Hnilclfn Arta,: , Buhl;rade ;it m;,ximu:n of ;tri Cdr• + • • C After Str,ppinl•, i,rrPs nod romp;cut Slnl:r• sam,• ;,-Z under slabs . C trnanr.Ps ccncraled In bulld(ng st_r'uctur'!•s , rr(rrpnr.rd gcr,t fled sn11s consultant to advise Contractor on all construction techniques rough ( ear±P to a flnishPd suhgradp level , plus or minc;s .0° at one font , Involved 1n lite work , 1nrludan • q which w'i l l al Irlw ;t mattlmum of f;” depth nt to vlsfhlP and arrrgsihlr frntUrPF of tile, Rtrurture. l• desli,n, rhrrkEn and r] I Y per 02221) 02 H tender .,� Y. ent to he trm ,nrrtr p { rnvr I SECTION 02230 - DI:WATERING F- hracing, shoring, underpinning, and other Irene( pertlnrnt to tile, work, ,end on r.anrt•etp floor sl;ths . At r•ut areas compact soil , before plarinl; under•slah Co L o Ruch other as-built Information as dfrectrd cnngtrur't inn methods for Rolnt inn of prvi,lrmR which may h!+ pncovnter+°d do-Ing ltravel ri ; 1 m;ttpr;,,; , so top fi" of earth is 1)51 Of mnxlmum density ohtainahle 02230-01 exerution of the work. Soils consul -int she'll be, primarily concerned with GENERAL At fill arms , if material from on site rxcavattnn will not de projr•ct rernrd dor•uments 1n the Antiltec t const rust t on met hods wh 1 rh wi l l pre•Venr sr1t l emr•nt and/nr damage t n Ruch a gttto Il}' rum'ii part 'r, c'rq;;! rrri rlrnSity or i!. in5uffirient in cau;tnt ( tY, illi with 1 1;?"fter ro,r IPIlnn of the work, RurroundIng strur,turps aR SidewnikRroads , utilitlPs, and pmhankmenta nn minus unwashed Cr•Avt'1 or well graded ,Jt run A 1f r,t time of Cont !nk• rind fnundatic,r, wall roost P ►,rive to, nr -,)nn{; vlth til^ I gravPl with riot more than 5t, wafer table ishihh ;tfrd bottoms of fn, tuetfon,tnrrl rrquesi rile p;syment Ownrr 'R property ;]rill nn property adjoining Site, of the work, minusNn200 irvr slrn matrrfal Place, fIII in lifts riot over• C in depth rompa('trcd ('orctror•tnr' shall IOwer wott. - I trpnrhes , an,,q be p prnprrl} Ansi ermpart Pao t Ift to 9't of maximum density obtainable 'Fop 6" of gravel r tahla slur irc}r conFtrurt inn period by mer]ns of puvtping, trr•nr'hln(! helow water tahlp or other means , t insure r 1>w'STRttCT1nN AND MANl1ALS C The follnwing apply in Dpro] ltion and are general in til ? 1- SperlCied in 02220 02-R naIitre Al E exdst',nir undrrYround tit 1l it its to hp obandonr'd are to he r'apprrl proper sof I cnmp;:rt inn and pinrinl' nC c nor rete anti/nr romnved to the property lines . Ver'Jfy with local utility rompan(es AR Et. Knu{;h Gr•"'I'll: Ciutsid(' floilyd(ng Arras At areas rpcuirin 1 e ("O encore manualtc , in clnpl tr �ttr ,hall be,• pro-paredreto lot at len and for. Instructions Cor,rdin;tte with lnrr]l RervirtP ut111t ies . ] Y. R Ce(' MPrhanlr a) Division 15 fill , place flit matrrfal In lifts not to exrped F" dpplh lend rampart for dewatetlnp of MP( ca :end rlp('tr arid F]Prtrirnl , Oit'Is1rn 16, y the fr,ntrArtor , (n Arcnrd r,re with tilt delnf )er1 rrrlulr? r•achIIfI to PrA, r.f max rlrntiitY oht;tiMet)IV Kouc;h r•;tf , to a Srrt, , ic :]1 work e�rrat•nttnns semis Of ptv!yfnns Fifteen and S1xtPen. Rind usfn + D. Work done under this SPctlan of these specification,-; g J pr,:dv Ervel A" below sH 1. hard Conran, lop, or as Indicated on drawings, at areas to receive as ,halt ,av EET "a hoer ' rover• Thr front of rash volume shall be, Imprinted shell lnriudt-' the pl;tr.rmrnt ii rnncrefr top, or as indicted on drnwinl;s , nt arrnF !n rrrr(Vr• concretei i /tn>y nerd 6" below With t►,r. t,amr• nt the Projerrt , Ownr•r, Arrhiter't t'npInter , i►tap+•rt Inn of rampart ion ( Insert-, itncnahyiapprnvrdlTeSAinglf.ail) rndcontrol lnrcrl paving Rough Sut,rc+r,tr•.rr t!raflr all other nrrati resole- int; rundlnl! err finish J:r�r1r T'nlrranra in this t!r;cdinl; work SECTION 02260 - SOIL C(1MFACtiON CONTROL, nt ;rnr1 date work ner•a•;s;try fu r m ,lrtr• tile• iti plus nr mintts0 l (if a fon! 4.. t:r;trlr s ;roll s I nppF Ar Chown nr. t hr Orrtw'I n ' I•r ar All t o ronform with 1 1 nv!; , 2. tnQtrur + for,v to flit- o{►Pt;rtinh rtnrj t•rrfin.,t , ! ns trrommended by the SoJI� 1 PnancP r,f sy• t pm•. And Inr• Pqu i pmPnr i os t ,c) 1 r d she►1 i hr E t{ I ( {„ nt t drrl SECTION 02220 EXCAVATION d P.ACKPii.l,l NG 02r 60-01 GENERA!, S P �. F,. 1•raVfded to the Orcacer n► hit; ; f [crekrn',;t iverNut + fy the ^?( A A11 work ' h+s Sec (n Architect Of the date F ('rr,'ert anY structnrr's nt trrc•v AP r1eSl{!noted. kcal, 02.E 1 0! EXCAVATING t n ahnll hr rrfnrmt- c r; ]1 and plellt where vurh tact nuc t lona rte t ! ( ; I lit fetz int;]rt Ansi In cont (nunu.4 npf•r•at Intl Observe and Corel} with 'Rolls RP ,nrt , 11 t ;': ,!;:t,! c err to hl- Ytvnn, along telt►, the names of l'nntrartor 's anrt ► 1f provided With Inr ;, l or'dlnnnrr's nr rehul;tt ions r•el;It in to f(rr Itrevrnt ion, nolsr• , �r t7wne�'4 rpprerPnt at 1 vas este, 1 r 1 pot 1 rid A Sf•e reqs i r•rntrnt s Of Srrt f nn• 02010, Gt•ner ;t I S i t r Wr,rl; street m,,inten,anre ?end dust ahatPment Rf•rtuirr•mants R. (tr1:;Ince• 1ratter En rill For harkfill under structure L 11880 PACIFIC ;iVV`�., BUP9,e,.;!0r1i & 5,194-0040 rL R rib, or paving 1s prnhlbitPd _.. N 28 OF E0 2 141991 M1CAbHLh1,bE0 IJljljl�ljl(Ij IjIJIji�IjlJl I IJIJ►JI�iJIJI 11JIJIJTJIJIJ 11INTjljr . IJIJljlll�l�I I�IjI�I�I�1Jl �(Ijljljl�l(IiI I IjljljllljiJl Ijljljilljljljl ( IJIjI�IjIjIJI IJIjIIl�ljljl low MADE IN(Dllllr► jIL MA iulln�llnnllulllnillnl nlltlnl Illllnu nllllul IIIIIIIII Illlhlnllulllulllnli!nl IIIIIIIII IINIIIIIIIIIIiIIII IIIIIIIIIII�IIillllllillllllllllllllllllllllllllll IIIIIIIII (IIIJIIIIIIIIIIIIII Ii1lllllllllllllllllllllllllllll�IJtlll nlllnninnlnll uuhn(lilll a r 3 • ' S C rAlfrrrr fllhrt :SNCL IUfIN 4�f the. 1411e, i, I rVU31., '� rel l`tii, �!,t: et I.tlt illi!: ( ::Illi it 'S RI•xl�:+lit, :I•i I i 11• r(• rt loll td d MtAtPA l+•'rt'rnt r r four t ni• 1;nt1 III fit#-(,I f ol: of Cosrref a 03100-0,1 EXEC!rTION . oripJrr :++n xt1.l 1 I I,@- +,' et,a'a+� drn� ] f�• And nhtalnrd AI tpttsu• P. •ttire rontel:f and art+ ttit• ►-e,rlIIement% ill St;tndard Pisposo, f + 1Crt.� aiftNrlalt.. repo) tiPttlelrrr ' ir! plt , 1 cnnrretr us rte,, , ;;R pnshihle lift r! Proctor fOwpletlon Tr ,,r ASM i1lltitlt Rfi or AASHO Tug 5; errt+t ltrr t +rn! !: 'r~ Wtt},iu th(. warranty period :11 np ;Idctltir,►licl ; '•;t +n the + ,,t ;rmtxr+ W; thr,trt srerrCatior• c+r J 1 of A ``urfrtrr N.Pln,rat •r;r; • c " 1nYre'dients , III briers: not more tfiatll twelve inrh(•+, : (t 'rs+s t n del tris i fir f u l f f l 1 oral of xprr i f i act tilt t h rnapac SF.CTI ON 03010 CONCRETE r1rPi S•`r ur P through coApirct i nC by cont in u 3 , 1 PirparP suh-Ciade lotj in, talI rank suh-hatfP as tlOn rlrvllrraents rill ■edr hY Arc'hltect as deemed necessary "ost of outs hind spading fir vibrate mechunIcaIIy. Protect sperIIII'd in SPrtllilt 02220 i:xc.avatIon .Ind Nackf1111ne of Itlst►c will Nr i+a:•t by c►wner when test aPe•t a skier 1 f i rat i ons and by lilt- 03010 01 GENERAL from xurt, wind, rain. freezing and disturbance unti1 Contractor for each test which does not are$ specifications ihoroul�hly hardened. Remove forms only u!ter ron R Form Construction- 1 WORK :N OTHER SECTIONS "'Pte has t hnrnul;111 y cured ,!x I! pool I ng r xrAvn( I one made by mAc•h i ne t of i eve 1 of hot t Oat If. Necnrd du t e, 1 tat* and went her c•ofi,r 1 t 1 ons of I Set forms it, t hr required i red z I {;radeR arid 11nes , r J id) of footittss shell be coapactPd with alltfmurf of four (4 ) p,i%.Pt. of haeui 1 HangPrR, 1nePrtx, aid e)eavinl; for mt•chanic•itl ,end plsc)ng of ali por•tfons of r.oncrete hritc;Pd and secured Sir1Pw.Itk furmlr to hP set to eR�ahllah 1 � operatre v:t+ratin` plate rompartol prt•formnncr rqual tit .iac•kson Modl•I compar- electrira! work Construrtinn j(Iints t,►l;lll 1,t, ,ctrntrd whrr�• notes. . _moot h curvrR ;,fill even t rune 1 t ions i n Arad( Norm pl act • JL for (hihere footing elccavetlons ere made by hand with shovel for last 6" merit to he approved prior to pr,urine roncrete depth, no cospartnr work on sub itrade is required I R CONCRFTE WORK. GENERAL R CONCRETE SLAP FINISHES ( her•k cnml,letell formwork for pradr• nfid AlIUnarnt Ir, SECTION 02610 - HOT MIXED ASPHALT PAVING 1 All concrete work shall conform to the requirements 1 Genri ,,l the following tolerance% Cuda ;flirt u. Sr•rt,eof al ) sltlhs, t l'n11'nrin p ;flirt ACi Standard .118 Pu11rt ,,!r whatever f nishf , t� ru(. 0261<0-01 GENERAL Of the inI, (•fid( Wilt*?'#' ;t t ,,n1lIrt orror- With Drill- pr•nvi•:ions )PvPI� fir slc,;It,s la) . Comply with Ari 304, plariny, r.or,rr(.tr in • r of thio Sllec•;fIc ;:tlnn, the I'nifr,r•m Hnildini; Code shall rontinuous operation within IfIanrts`!1 jointR rir � -- a A tir•nla•• Th 1• cert i nn r n:•Pry t hr ~•alit I,Pr'Pvs;t: �' f fir f hr• Cnvrr,, _ To owe 1 i off, s(.rt f oar: !►r, not hr •1►; , • Z I. i 1liveaent ant r 1 work of Nay C c!,nt:trtcrtfon of new e.hhnit r1rt:,.w,i;, ind parklnh arras , Tr :wt, I h) hoar) fir mn(rhi►+e• to bar drtiar t:nrt;�c(.c, other trades affecting concrete 1>= complrtPrf Wa i t t!t11 11 03010 (01' i1R0 )(+CTS trrr f t fin t rows l m,tI kr, Do not .thsnri. wet spot% wi t1i r M r' n<•ot mer,t sr m i x t fir t• of r (menf rind sant) f31f0-02 PRODUCTS 030 '.'art Ir•:,: (;;re on innelturflt,;tl r,xfti , A. FORMS surfaces are dry enough for proper trnwellnC than 1/4 inch In IO fret Q 3 A. Crus!►Nd surfacing. t 3 S I OPPs t o I1ra i ns C. Conrret a Plarement - ` f: t 1 Plywood forms 5.'R" DF}'A FST "f lytura" clr Pgliil I , Fls a True to line, Pven1•` r 16 1. Crushed Surfacing, Pose Cm•rse • R" (If 1 1 .12" minuF approvedby ArrhltPct , graded, 1, R" pr•r font C r crushed ;Ock units_ otherwise notrrt l General . Moisten sub hasp to f til 0 pen: f e � un. form �, C ?. Form Ties - Superior wood cone '•Shop Ties" or equal dampened c•ortd)t inn :it the time concrete iR placed Ml p 2 Cruahrd Surf;ac i nit, Top Course ('ruched aggrri;;it e 4 DPfrct )vP Work on m , for the tap tourer shill aPrt the requirements of 3,14" 3 Treatment of Forms u Remove iind replace its ;lirt•c•trd )oast• tripping, 2 Concrete Pjacement sinus crushed rock ur crushed ;1 Roam forms shul l hr kept wet . surfaces whim, show exr.egslve shrinkal;P, cracks arid hrut•rl of St,rt inn S) 03 A any other %];/ht; which do not drain properly. (3) of the Standard Slier IrIcattoil, thickness of 2 inches (a Cnm1011 with AC] 304 , plaring rnnrrete In b. Plywnod forms shall he roated with approved stain rontlnurrirs operation within planned joint% fir 9. Asphalt Paving- lets form oil . Surfaces tc, he painter! shall rereivr ( i'AT( HfNG ANI) CLEANINGs(.r,fJnns. fin uOt hp y,in pm laceent Int 1 l work of I • minimum quantity of oil as necessary for, form rviroval other trades affrctine ronrrete is rorap)eted U V� 1 After forms i,t•P crmnved, remove projrl•t inY pins , sp a t paving Shull he Class "("' ;tt shown c•n til+ bolts, form ties , n:Ills , etc not necessary far the Work It+) ('onsfilldatr ,I;,cecl ton r flans, ronformine to the applicable seri inns of the 1 ".r us(• of Plywood Forms I to using mach;Inicirl Standard SperIfIratinns , thirknrss nt 2 1nc•hes a Withdraw pro,lrr! ine nail . ; clean ronc--ete from et, cut hack aur Iii h ( 1 " ) from the• surf;i(,v Where sur vIhratffir, equipm+`fit with hand rndctlnt; and t;tmplrtl; sn t ' fnce deferts _tirh as honeyrotnh or rock pockets occur, thi,t ronrrete is workers arouse. re-friforren,rnt and ) rrntttct surtttcrs rr;,r:Ir the defective ;tt•Pits at, directed t, + C. Asphalt halt 1 Architect other emberided Items• and Into all parts of forms . 1 Asphalt cement cha l l be AR 4000 •rade I'. )Dint marks and pins i n exposed work %hall be smoothed (r') Protect roncrr•t r from Phys l r-a l datnal;e fir I (, pavin R. RF1NF'OF''TN(; STEEL off ;tad cl(.anect , asphalt conform1n6 in AASNT(1M 22Ci, Tabla III reduced strength due to weather extremeR . In ro)d 1 Grne•ra1 weather. Comply with AC] 306. In hot weather romply I 2 . Rrpafr detects 1n concrete work as per AC[ 301 , with ACI 305 D. Asphalt Turk Coat a . Conform to the "Manu 11 of Standard Prurtice for DPtailine Relnforrrd Concrete Structures, " ACI Chipter Nine and as directed by the Arr.hltect . Chip voids • W: • G,� Asphalt to be used as a talk ro;et shill ] he rmulsi - Publication 315, except where otherwise shown Sr :inti stone packets to n depth of one inch ( 1 " ) or more ;is D. f.urinitPrequired to remove all loose material . Voids, surface Itt iced asphalt type SS- 1 or` SSIh conforainr to ASTM ft 997 Structural Notts frrPi{ular•It1rs , rhlpprd nreati , pt shall hP til )rd h � 1.1J or ASTM 2397 . y 1 Resin init lilt curing as conn as free water has riis- patrhine, et!nr,itr or rubbing as directed h\ the Arrhitect . mppeared from exposed stirf,tro% Wher•P possible, keel)Materials Repaired surfaces shall duplir;ItP ;Ippeartinre of un atched F Weed KI lilt ' n. Rats Conform to ASTM AR1`,, pradr C,0 deformed p rant inuon%ly moist for not leer: than 72 hours C:+fit inuP I n work curtnC by use of mofsturP- retaining rover or membrane V, 1 Monohor Chlnrate . per ASTM A305. See Structural Notes � 1 1 3 t'te;In exposed concrete sulfas(._ and acljninlnforming curing compoundi; work h. Crock COr,trol Joint It -"Burke Kold ,)Dint " or equal stained by leakage of concrete to approval of Architert 2 Cure formed surfarP% by mnlst rurlrie untII forms are 02610-03 EXECLTION r(.mm`Pd n Fitbrl rat i nn D CItR f fc'G ('OfVCRE'Tf: it If f1 = i A. Inspect Inn• a. Cono tnrm t "Manna 1 of Standard Pritrt t r(.. " 3 Prov i•1e pent art i on% ns r•rr•.1 i tell t c, (event d;:m Material shall he free from rust , scale, or other l Genera] p e to I Z Examine suh )trod(. curfarrs srhrr'u]ecf to r(.rPive con rigs R(.sditiY shall he done Told. Do no exposer) concrete %urfares . asPhAlt is t a Cure for not less than, sever, (7) days . W d paving fn. rondltinn% hat will ltd Prsel, str•i-�ghtening or re bending unless apprnved. �, Slabs exposed to exterior while coring shall he E mints ,iff'Pc ; the exe••ntion, quality, and performance kept wet for 2/3 of the ctlrinl; time (d� of work So do not start work unt 1 ; un,;at isfactory 4 )� Shot, iii•awir,gsU n. Furnish I n arroriance with the General Cond i t i oils • 1 . Grn(ru 1 • Const runt expans inn rind weakened plane ane nroo:0 Q Q w 8 ern+':tifins have beta corrPrted E S('RFACF. TREATMENTS tf reinforcing steel hendine and placing dlagram% pre- (contraction) ,joints true-to line with ; ace perpendirltl.+r _ R Sub-grade pared by fir 10L Q under thr supervi%inn of it rluaIifled to surfacte of the curb Construct trnscvi•rse joints ;It [] 1 111 r•unrrete surfaces shall receive i1 minimum right angles to the curt, renterlint steel detailer approved by the Structul-al Consultant , of one coat industriul concrete sr;tler unless specl �� 1 The @;-ib-grade shall he crntitructed fit eci ficat io f iat as hasp to receive addit innal finish materfill% . 2 weakened plant. (Contract ion) Joints ' F'rovirfe Itrlth Ser.tion 02210 Of the "�;ltt• (.r;trline" specification (� CO!:'('PF:TE iNGRE1ITFNTs r � wP;tkrned-plant, (contract1of, joints as shown on the i j Li Aa modified and supp]emrnted herein v' � I MaterlaIs SECTION 03100 - CONCRETE SIDEWALKS 6 CURBS draw Inf;% . Form weakened ,1;lilt i joints in the fresh 2 !'oa act the s,th- rade t v 95 a. Cement coliform t c, ASTM Af,15 C 150, Type 1 or III . roncrrt P by grnovl fie the top port 1 on With a r•Pcommended p g percent of maximum 03100-0! GENERAL csttin;t tool and ' fllishing PdLes with ;t ointt,r o density as determined by AASRT(1 T 49, Method A. saw cutting as toted. r by Arromplish supplementary cnmp.ar•t ion where required with W �. rn q h. Fine AeEr[•l;ate shall he titan, dur•ai,)r, wash- _ apprnvrd merhar i cit 1 : f hr;I t i ny, fir power tampers ed sand r.onfot m i tilt to the requirement-,; Of t 1,e IiRC A Quality AssuranrP- ` z z LL W 3. Expansion .mints. PT-vide pre formed 'nfnt fiilpt• w{ WW on 3 Sub-grade ivithln the limit, r,f trenr•hes rnnstrurfed r Coarse Aegregatr - shall he rlea,:, hard, crush. 1 :'(Imply with the standards of A('f 304 "Rer.ommended far exp ;,ci^;, jo+fits ab�ttine cath br,sin%, Inlets , >. v� � z0 !+� NZ str•urtJrPs , ialks, i:nd nthet fixed nil ( Cts z w o unr'Pr this rnntr;:rt snail he rnr%trurted in arrnrdanre ell stone or• washer'. grave 1 " to l l/2" max!;Ium, Practice fr,r Mei,;urin •, Mixing, Trans ortin � L L p E, and I'lacinC j -0 3 C X �, o with Sectio_ "Site Gradin)" of tt,P%P speriflration% conforming to URC result(.meal ~ ('(1nrrPte (it ) i.n('�ItP rx tr,%lon > hoc; �, LL o < i Af'I�1' wird k} 1 1Pr pr•r m�lnufart urPt•s rernmmrndat i one t n a I 1 p` joints. ;�s shown on drawl lies . arFA� to receive asphalt pnvinC. :1 Witter - shalt he rte••lr• ;Inti Iit to drink . 03100 02 PRODUCTS (l,) . Extend joint fillers ffi11 Width find depth (if A . Materials the joie t and not less thar. 1 /2 inrh no, more than 1 CruchPd Aitgrrgat e: e Admixtures - shill 1 br ttsr•d fit arrordance with � inch the finu ished surface a e to ;, I low for joJot O mann ;,starer s recomR,Pndatlnrts. h h :Paler Flare joint staler, over joint filler,; to 1 Rat;( rourtte and top rnur%e shall be pint(.d under all l Forms : titer) , wand, fit• nthe`r sult;ihlr material of Pavement to he constructed and replaced size and strength g finish (;rash•. � f . Alr- entrafnlnit Agent -shall conform to ASTM fi2fi0 i, h to resist movement Burin concrete pl;iremvnt and retain horizontal and vertleal alignmenWt W 2 Base mors^ rock shali be ronditloned and romparted 2. Proportions and Mixing until removal (r) Furnish jnifit fflle.r•s in One-pIvre length for Crave sub-grade to thickness %{t(clfied. As noted on Str;Irtural DrAainY% Plan roncrrtr with- the fill width being placed. one (1 ) hour afte,- water is introduced Into mixer. 2 ConCrc•te Mat(.rials: F'1;trP top roursP on prrvinur•, 1; prepared h:u•r roursr F. Concrrtr Finishing: , tr thickness specified on the drawini's and as speclfl(•d 3 A]r Entralned Concrete (a) Port Ifind Cement : ASTM C150, type its requlred. 1n Section 4-04 of the Standard Sperlrlcations . a. All exterior concrete, roncrviv paving and steps 1 . After sirikiny, off andcon%oli(jilt illi concrete, sao(I 1/21~ to 6. 1 I resting on a rth sof (.ntrninrd ;lirhall be entrained to rontafn 4- (t,) . Agl;r(.gate% ASTM C33 the exposed Nurface by screPdfng Arid floatI III. Adjust f](lilt t inY t o Compart the surfare and prodlire a Z D Turk ('fiat • . - ASTM C260. unitorm texure t ((') . gt 1 The Tackr•nat shall be app) !ret in conformance With Airt,ntrainlni; AdmixtureD STRENGTHS OF CONCRETE . ,ck t n � rd �(• of �; �+ the StAndaStandardSp(rr; fflratJn , SertJon 't-04 . ;t CitI,Iny Compounds - Cutnpty with ASTM C309, Type 1 . 2 Work tr; I I. idewiilk, tr;tnsverse• !Hint + , arid weakened- pinne joints with an ed(,ine tool , And round C 1 . C.nnrretr WrI)kc , Curbs, Steps Vesting On harttl to 1,r2 inch radio% . Q E. ARph. lt Paving n 3000 pounds per square Inrh rompresslvP 4 Pre- formed Joint Fillet.. Comply with ASTM D1752, IW _ 'R" Anhalt Impregnated Piher, Burke, or approved (.qua1 strenYt . Four• inch slump maximum. I 3 After Completion of fin!itinp and when exr.ess ~ Cd ] . The a!tphe 1 t pav 1 tilt pavement Sha 1 ] he m!xed, • hauled placed, compacted, trod finiNlied In conformance 2 Concrete Paving 5, Joint "(;filer: Tremco THC fir approver', cr)tial . moisture or surfare sttretl hi,s disappeared, provide finish t v- with tilt• Standi+rd Sperffirrit fon, Sert ion 5-04 ac fol low_ C ;l 3000 pounds per sriuurr inch compressive W U � strefir tIf Four i51 %lump maximum. f; F:xposert AltltrrentP SP^1Pr- Thnrnchirld, Thorn Sy%tem P Pavement Striping Prndurts or approved equal . (a ClIT'its = Q 3. Strutur;Il (Concrete ( 1 ) F)otit finish. 1 7TheCnntrartor prior to %tr)pfnshill )ill ) enn Arr ;(rens it Sirrnt;th its indicated on Drawls('% . }3 Mlxrs; to he painted ar'P free of dirt , grea4e, tar, And/nr (if) Sidrw;rl!ks fnrrtgn materlalrl . 1 Heady- mlx(.d Conrret`• ASTM.CIr4 , Mix Des]Yn Alternate No 3; and in nddit ion. ( 1 ) Fxpnsed Aggregate Fi11001 Pro:'!d( � ■� 2 F'arkfnE; still ) ::fid veli! I mnvelr•r•nt r;tril,r ski;,it 03010- 03 EXECUTION � slim{,tr panel : Jo not prat(.rd With work until r.nnclet of two roAts of a colld line of flnt white (a) Minimum, cement (':,stent 1, •1 Ct:hlr• yard' 4"n lbs finish Is ,•nproverl s!� traffic paint 4 Inches 1n width ;tad sh;t) 1 not vary more A CONCRETE PLACING E.ET NM than plult of- mintis 114 inrh Handlrnit static direr (h) Slump- 4 inrh maximum (pl, s 0, minus (2) Two 2) Rval ront •, ( !ni � shat 1 hr applied t ,unal Ar rows.'IetterinY ter h(. per plan dfvtPn� innti 1 G(.n^tai 2 1 !? inch) ;n the ••tens(.d al;itrrgrttP curfnrrs A Pr•qu 1 rrme`ot s of the I'h( ;Inc] ASTM Civ F7 ( "Pvi,rty G Pt-ntPrtirrrr of 5fructure i'r•m•(r1r• whatovPt rn:Prinea. Mixed Crnrt (tr) shrtli hr fo11(Iwt,d krr•omm(nd•ttlons (r) !'`.e air entl;tininp arhrixlnr, in rr'nr•rrir a F; II etl,;;,t. inn t,int4 with ernlrr , , and ACI prnt•ltiinr, Oot less th;ln 4 inch(_ , nn more Ihan I ( s.lr, art• ( J f :1"?, I, 111 miry hr nrrr!nsAry tr prnt(rt the (.xpn!+rr1 t,or1 {otic of rulv(ttk of AFI 40f ff ( "ro)l! Wrath(.r C(Inrtrtinl`") r Dn fin spill or, flnishrd surf.++ r•. `� r ter, T • ) pl- r(.tit est I'm I aril r1l"'IR- g►ntIrrs . po+,fir , jiinrd P 3 flat (.c , road vlin^, , 7nr1 ani fitbPr BO,c ( I{ ,t Writther r+,nrr(tin ihall he ft,,llowed Irl rnrt ur(tt f r on Ri,1 ar4l,l ni! of I Anti asl-,ho 11 f ran• t he ,av 1 Ill. f. Hrl,,,i r ;tar! Prot rc 1 fill tah(•lr ripe I i r•n1+1 r• o rutIon+t ( oml,rF`ssit't' StrPril,.tIt 3,000 pal [M' RPaOVP any r,1 ) , nspha 1 t dirt fir any other un dr•Klrahlr m;Trill til;,f ally ramp upon three r;trur turr•x h► rt,;Ir+orr 1 Repair' rrr r (;,1nrP broken or e r1(( rt ler` rnr, r ►`t ( ;,.; of the pevfnC operations L PACIFIC H1NY., 11680 of I rt`r•t ed 1 13UP94-0006 A SIT94-0040 1 .i 29 OF 60 2 1 N11CAbRLMED - 41`J94 L ! �tft Ill CHOU 17 11 i�lilnliiir�li�ii ni�!i�iiliiiiliiiilini!tlll nnitnunnl�ttt ttttittit fillbroil�nilIntlincl�ii��niiliiilcilli)ilii'i�i)!Iin�inilcillitill)cillinlilinlllnilnil�niiliili�iiiiliiil iliilnii tin!n))tiinl�ni nultttilnnlnn��n)Inu nnlur� niiliin�intlnit nnlnmi�t SECTION 03400 FXTIK,,,",FI' roscRrTE CVRPC 4 No N,:It lit ant ! f r•eeze c'lrPs,iraIa or out Phf•• t S y4zk'• I:1rNlGRAI perm t t P(! s,rc,,jt u* l,rr ;u r r r s nr Jrror ., kggr h, F i t rlLen EQuiparnt yupp7ire _ Erer t s+trsds not liver ! 16" ) e,n r•er,tr•r ,, untess :,the► sn'iue detai )rd, Ir; •et M) runners arrur•r•f it and Ito c•ture with j,r,wr•r ,r(.r l�•strc) hhntR not r,;•rr 24' 111 4Itft, t 'pt Iran I 0401n uz PRODUCTS gtru crr►tert. or on r eat r•'� as s nd l t at Nd on drawings Sube Worktrrc'luats ins!al )ill sun of extruded runc•srtr ruah� 04240-03 f.XECI!T10N ^4,J d:stn on at1achmrnt n,rthor! 1r,r sj,prnvs) - � N Qua lir}' Assurrenrr Svc ser t inns in I►lvIA1011 4 for materials; and mixrs A Il,r;taII per mnl,uf:sc t 'WV H lit flit ed lnstructIons with epoxy 1 fritruded Concrete :orbs All work Hh.,II he• performed (thin Het ) oeth,)d l,er handbook TCA Method No F114 89 at concrete floors on 3. Attach %turfs to runner ': racks with screws through each stud flange jntn runnr•t tracks friNtall addit/oval �t.y r scene sacs with •Doll Construction on grade L mark I practice by its tin lit lids as de t a I I Pd and re(,„J sell Around a J 1 open nes I n f hrr�t•'us 1 y' rxj.rr 1 enrrA !n the liar of mach!ne ext sus 1 on 0401(► 03 EXECUTION = t� wa) I , intrraertlonR wills will lir terminations aga)nst sr t he.ts SECTION ON 051 Ott STRUCTURAL AND M I SCELLANEOU3 METALS r11 s,r f m f )a r materials r r l a!s L �� ' A Ser HeCtions in Ulvision 4 for additional requirements . � �• ' Fc• ! . amental Requirements s t H Preparation- Clean off surfsres to receive masonry to 4 Provide horizontal br!(fging at 4 ' -(i" o r' minimum GS100-01 GENF.RAI. Jur all mete] stud we17H 1 P!�re no concrete when temperature is below 40" F' recluse Hurt los ,,R directed by Arrhltrct without written approval of the• Ar•rh! tert A Stfil,t• of Work - ! apprnvA i t s grrtnt••d• comply y with h requl rpment s of C l.ay work t , lir th line, plunb and ]eve] , acruratPly SECTION 06?00 ROL)k_' CARpENrpy A. 1 al1f+ ( ontrnrlot av•<c,mry fel I rr spans thi 1 its' . RparNri Install mrtrrl frames in mrtsrnnr% ns; shown Grntrt frrrmrR fill l 1 Furnish rtl I Inhnr, egnlpment , and tnaterlals rerrt gulr06100-01 GENERAL REQUIREMENTS ;:,:luding rc,trtrt Ins rrlPst (nr (•onrrrtr Cnnr-rr•r '' ' „r rr,hric .,tlnn, e•rertlon, serf inst.,ilstlon of n] I �tru(' s] L lase Pd b 1) Pn t ch i ni• Pont s ml„•r t t•; t slid damaged joints and r,•l I;a,�e — C S y f rerz t nl! she 1 1 he res,overl ;:nd rept ar'ed ill %t(-(,i and m 1 tive 1 1 nn.nti% mr•t s 1 t, an s,j,r•c i f i v d herr•r n A The Cont rsr + ,told Cenera 1 rc,nd f t i ors r'f p rontrartnr 's expen.e dr,x,fli , d parts before rlesnini. Ilrp brush maFnnry �nrfncP at end of earh or n� indlratPd nn the drawings i;uvr'rr ;,11 parts of the Work. N tint": work and after f sn., l i;nsnt n1• A • Place•mt•nt of r , n,•iete in vx,'rc• ivr•ly hot west her , 0 M Motel , , t. Ill( ll;dr;l to general sh;:! 1 consist of the H work !r (tt(.'•r tiert !r,►,• windy or dry condltlnns shall he in accordance with ! t'1(••sning. Le;,w• al ! masonry work clean, ire.• Irudi mor;sr I,:i lnwlnj;: � ; reQuirPatents of ACi-EO!t, and ether stains At time designated by ArchIiert , clean down a] ] surfaces ... O w G of rxresR mortar, mortar stains, efflorescence, etc. , with stiff bristle 1 . Forms for Concrete „ tD ` C ti (Ann (a► . Hr•acke1H, connections, an-hor bolts, clip ` � c met allir) brushes and rinse with clean wale•'. Ilse no arid . , 3 Restive and rrj,larP defertive work AR directed by the an`lr•t: , and saddles C. Bullriinp. Code � c ± �Ownrr 's RPrrrmentntIve. 1 t F eel 0 ° SECTION 04100 - MORTAR A GROUT (hl Hearin , ,]Rtes, h,:se platr•>, , metal Isdcirr• 1 Rer,:s}remr•rts of !!o• lrr;ifnrm hu11rt1ni; slide shall hr � (`340C 0. PRODUCTS and mesal h:sndra l i q . !A C 4 -01 GfNERAh fr:lloweci, as HaspplPmentpd herein �p 30 A 4.• , leis (c) High strength bolts and welding. U. F.videnre �,f (.rade A. See Section 04010, General Masonry Requirements. 1 A11 matPrfAls•, propnrtfonfn[ It-sting, mixing! . slid 3 All minor- parts hplonrinr to the ahnve items, clip 1 Grade marks and trudrmark r,t the :sscnr.iatton basin transporting AhAII meet the applirmh)e requirements 04100-02 PRODUCTS and{1Ps; , hrucke! H, and In genrrul , all Rtrurtural steel C JurlsdJr► fon must appear on earh plec•e of material or s as outlined in Section 37 cif the A P W.A. Htandarc! shown on the• drawings, unless otherwise noted herein r•r!rtfinate of ins ,r ; tine ar•cnm „U, fr: Sprrifirat ,nns A. Materiels: l l Y .rj, e,ch USA 4 Materi.sls, sh;rl1 he furnished r•ompleif•, Inc ltidinp F: Maximumshipment Moisture Co•stent US 2 P^rtland (•eti,erct rontrnt shall he a minimun, of six I . Mortar materials for lightweight concre block frahr•lration, shnp palntinr, delivery by truck to hush!- sacks per rabic• yard to meet requirements of ASTM C270-7i , for Type S mortar. Ing s I!e and erect Jon. 1 F'lnish l.umhr r 12% 2 Hardwood 9t meet 3 Aggregate shall the rt•;;t:irrments of Gr;-.ding 2. Grout shall meet requirementr of ASTM c476- 71 Mortar }� . 191. • No. 2 for Fine ApE1rPt;atc and Grt for Reinforced Masor,r, and be fine grout. . 05100-02 PRODUCTS Other Materials - 4 Furnish moisture content certificate if and whet; reriuext ed. 3 Transparent r!:; !nb cnml,n,:r.d as specified shall hr B. Mixes: A. Materials -used. F Rnul;t. Hardware 1 . Measure and machine mix mortar materials per ASTM 1 All materials shall be new Of following types and � �l� 5 Alr-entrained concrete shall he used Pxrvpt that air C270-73. Grout materials qua n t es: , �, f per ASTM c476-71 , except where Provfc.r all necessary , ardware for proper Instill );%content shAll he a minimum n. sheep percent And ;, small quantities 0f mortar are ••squired, less than 4 cu. tion of work R �r ft . per hour, mortar may be hand mixed in manner and with p ified herein; sizes and quantities re ' sax gum of six pr , rat by �„lt:fnr (a) . Structural steel : Conform to steel ronetrur qulred by Hulldinp Code and approved b c. \ equipment approved by Architect . tion manual of AISC. tl Y Arrhi • rrr Harr, �/' Q ware exposed to mufsturr must he hot dipped, galvanized I GGG"'""" , ^ Tsr• h:tns; sh;�] ) he deformed Rtr•r! hats meeting the `J) requirements in Section 111 -2 01 Z . Materials for mortar and rout. r•o ort.ionea to steel or approved tYpe non- ferrous metal . g p. p provide (b. ) Square tube columns far dne,rnspnutr: - dimpn 33400-03 EXECUTION minimum compressive strength at 28 days of 2000 psi for Ions shown on drawings . G. Storsj;P sacs protection r mortar end 2001) psi for grout . Proportional by volume fo A Genera) - mortar are one part Portland Cement to between 1/4 and 3/8 parte 1 Protect lumber•, plywood, millwork ,and cabinets frc,sr,hydrated limp or a lime putty to sand in quantity 05700-03 EXECUTION the weather; p►•Oter,t wood roof desks unci ] covered by (ifnot less than 2 1/4 and not more than 3 times the sum of the is HP PrOt that bui ]riin • ► s U (� ! Meet r, c;uirerifir ti ns earn 3fi of the A P W A volumes of cement and lime, b volume for i, 1s thoroughly dry hefnre Z Standard Sperifrratfonsc Px,rPpt as modified anri Y grout are one A structural steel tabricatiOn• finish woods are placed In lt . _ sup,,]rrnrr,tPd Ir, thls Sec! ton anri where in rnnf l in part. Portland Cement to between 0 and 1/10 part hydrated r �- z quantity not less than 2 1/4 and not more than 3 times the 1 All steel :hal l he (!Ps igned, fahrlrntrd, ;and err steel H. Wood Press rvat Ise Tres!mpnt -- Ir C with other requirements of these Cnn+cart Documents sum of volumes of cement and lime. in accordance with the requirements of the W AiSI Code of I U B. Fgnipleent arid Placement Standnrd Pr;,r t ire, !.,test Addition 1 u 0 3 . Mortars that have stiffened because of evaporation FrrstirP treatment far a) 1 wand surfaces in r.ontart Of Thr machines for pinring the censer, conrrrtr rush r' of water from mortar shall be retempered by adding water 2 All strutural steel shall receive one shop cost of with roncrete or rarth shill] he w;ater•hornP to accordance as frequently as needed to restore required consistency. with AWPA standards Cl , C2, ;and C9 (Plywon,i) Prm Provide ` shall he of the self -propelled tP1,r Pqufl,f,eri with Glidden rust inhibitive paint before• its erection. A.II T . , Q Mortars used and laced in final yl'+' P far shave j;rnund al,pllr.atIons and type I,P 22 a materia ! hopper, dlstrihutinr new and ,tdjustahle p Position within 2 l/2 shop connertnnR to be welded. Field rnnnrctJnns may be a1,p11cstiOr,s hours after mixing. Grout placed within 30 minutes after halted with high-strersgth bolts. All materials shall be far i,round contact I •.� cur!, tnrsta t- devices marl 1p of (,isexar ,std cam mixing. new A] 1 unfinished bolts shall have fork washers . 06100-02 PRODUCTS U pactinj; •he cement concrete to the Pxart lines. i C Crar',Ps sacs reals sections as �hnwn On the plans- 04100-03 EXE . � V/ V/ F•-• 3 All f: hricatinn sisal ] he done in the shop of a A. F?nul;h iumher MixJng and placing EXECUTION fabricator licensed by the local building authority - governing the project . 1 I)nuglas fir, or approvrd, surforf-d fuer. Hirirs to �r z A. See Section 04220, Concrete knit Masonry far requirements . standard dimensions except 1 The semens mixture shall he "no slum}," ,:nd bona where rough sawn stork is i z ? w W > N shop and Field Painting: All steel Items furnished under sl,r•c•ified hereinafter nr sps•rf,sl Rh;tl,r•s art- fndlr;atPd . of w< w "z ' the hopperrntis)y mixed to conform to when ,tr•livrred !n SECTION 04220 - CONCRET� UNIT MASONRY !his heading shall , prior to Rhil,ment , hP thoroughly rlr.aned of rust Rc:sle. Zz zcA the hopper of the earh marhlns Fach hopper load See stru( trsra) Nous fnr lumber grsr!eti 03 � p vs ? grease, and all damvgJng fnre)gn substance and painted one shop coat as here Z (n 0- 0 o of hInr t achInnnrrrte max shall run td tr) h curb In in in before specified ConcrPtc Pncayrd steel shall hs thhrnarghly cleaned only. H Plywnn ! on Fr O - 0— C � C 042cG•'Ol GENERAL Cr marhinr Marhfne shat I hr adjusted to form anri lies) work to tar tinted Rha] ] he W z a e z z o M rampart the cement ronrrete curb p liven o,,e• coat of paint evenly and thornugh- W f o o = o < < A. SPe sestina 04010, General Masonry Ite(jnirerrents IN, brush or spray apj,] red only to dry surfa;•em and still) ) he left free fr•un, 1 fonf anti Wall Sheathini, Rt(u,dsrd 1NT (►FPA with runs, sarr , be other dameiit . , Imperfections, and Rhal ) he permitted to the- rxieraor, V.lase; panel index 24/0 or 32,16. Thickness It nlntq • R See Srrtfon 04100, Mortar and Grout roughly dry before shipment . per Ur;rw i r,l!•, y 1 .)hints in the, rement concrete extruded r,rrhs shall 4 Z e spared at iO foot Intervals ,taints shall he rut 04220-02 PRODUCTS (; Misrellanentis Steel 0N vert f ra 1 1 y an(! to a dr pt h of f i ve i nche.; ars shown nn SECTION 05406 METAL STUDS 1 AS nr,ted un strur.tura] Drawings and General No) , the typical detail . W A Concrete hloc:k : Grade N-T at all ln(•ntinnR,`Iomina] size 05400-01 GENERAL of 8 x R x 16, lOx8xl6 and 8x2x16 Ree drawlrtgs . Hlock manufnctn,'ed its D Building Felt CCTit, Hans: ac•rordrancewt !h ASTM C!)0 7fi, Hollow Load BPar•1nj,� , Conrretr Ma..onry Units, A Provide all 1fOlt range Ftud framing members with Rills, --] with arrrega t Poi half normal ►ve 1 Zs per ASTM C33 74a and half 1 a l=ist wP 1 j;ht track hpnders, br)di;i ni;, hrac J ng, and required accessories 1 Prov i tie 15 pound rssphcs l t -Rat lira t ed rho f I n l . TfP h;,rs shall hP spared nor font on either sid,. of i,er, ASTM (' 331-6fl.Maxlmum linear shrinkage 0f O C►A5A, per ASTM C90 75. h felt the anele point 1'rnvidr broken facepattern for concrete block where Indicated to elPvatlnr:s behind all siding and elsewhere noted. H. Codes and Slfic,,# ds : Applfrah)P portions of Chapter, 27, } a�sr1 (1Ptaf1R ' I1RC and ],tont edit Inn of sl ittit c"tJons of light gauge structural members by Provide 90 pound asphalt --;;aturatrrl rnnf int; fel ; 1� F Curing: B. Reinforcing- Steel bars shall meet requirements of American Iran :and Steel ]nrstitntP Metal studs manufscturrd to ASTM CR4G 7O Z standard With A446 rrnde .1 steel . Sic,rls to he galvanizr(1 to ASTM A325 where untreated wood framing sheets concrete or r•onrrrte 3 ASTMA615 76a, Grade 60 all bars block . 1 Trent;psrent liquid rosins rc,mpounrl shill } hr n4e(1 standard. � sufficient flgmrn! shall he present so that the C. Mortar arid grout : As In SPrtfon 0410, C sprayPd compound 14 pasily disrernable AppIItntion Mortar h Grout + Provide 1�+ pound sssphalt saturated rnnflri; telt (n ,hail he as out lined in SPr,tlnn 39-3 . 20F; 4 hr•tween all floor sheathing and underlayment C 05400-02 PRODUCTS O 04220 03 F.XECIITION 06100-03 EXECUTION 0 2 . Nealy p)nred rush shall he protect rd from traffar by A. Met;,1 studs: Pt•ovlde !R � � barrlrade or other s,rftAble means until the cement gauge "C" stUdS , ( 1 -]!2" A. Lily work with joints full or mortnr arid in common running flanrrj . 3 i/2" sSzP (unless different size lndiratpd) .concrete mixtorP has attained its r•PgtOred strenp,th. hand Joint width uniform and 3/8'' ttilck . ]nsta7l all lintels and m1scP] - A Carefully ]ay out , rut , fit and install rough r;!rj1entr•y Items Ilsce sufficient nails , spikes, screws and halts tonsurP ririd, tyLLLov) CSECTION 041110 - GENERAL MASONRY REQUIREMENTS lnnenos iron furnished per• nther divisions which are emhedded in nr suppnrted H Mi sr ellanPr,ns stlapeR PrOvIde 1H r gaol{e chnnnPls ( 1 .,/H" and performance. Dr IvP na� ls; perpendlr.ular to rr ;:in in lieu o; toe nsi l fni;,by masonry fani;r ) Cor sills , track , headers „ bracing and required acrPssorlPs . I " where feasible hrovids fnr installation and support of r�lumhinC and v:•nt size unless dlfferrnt size indirAtPd) ilutang work install work to trop IInes, Alun anri level , stnlPss ntherw!se O 0/010-01 (1P.lAfERAL H Hrinfnr•rrmrot :' RelntnrcP as s;hown on drawings lndtc;aterl C Hridj;inj ' Provide 1 1;2" x 16 gatige roll rolled step) _ A. Requlru: nts Of Section 04010 apply to all .Rertions in r•hannels for horiznntal hr•Jdltinr B. Install fire blocking in the follnwinp locations: Division 4 1'rovlde, eaaAfnt 1n and remove a) ) scaffoldlnr anti tempr,rar) SECTION 04240 - QUARRY TILE f lonrR nrrPR,4ary for srasonry work 1► Msnuflict urer•s: ' 1 nry( o-MI 1 roe, WhPe 1 i ill! Corrugat f oil, 1 1 n ronrea)ed spnrPs of s t u(i w:a 1 I s and hart f t 1 ons , 04240 01 GFNF,RA[, l'n f t Pd State S t PP 1 nr approvs d eu! r t l t lit e . i nr l lid i np fur;ed spaced. so 11l„rer! t hat t hl' max imam 8. Product '%dry Jnr: St Oro cem;nt , 1 ihe, anri dlmenslor of any cnnrealed si,;sc ,• is not over, 10 feet Ansi SHEET NM rnnrr�te unit masonry 1n the dry . A Provide quarry the fur interior locations ns noted on at the crllinr leve] . isr :+w l-•; 05400-03 EXECUTION At al ' J'It er•chnnertJOns between conrersIed vertical and f 'nvi rnn�rnta l rand t t I on' A Fro: t i nn hor t anal;a I spares s:u(•h as oc• lir it, s(►Cf i t� , drop rel 1 f bps O424n n? PRO)1I1CT5 :and (•ot•N crilinrs . P 1 Its sir trsaj•err.tnrP !,P1nK 4n dr•l;rrPt F :!•• nr. "'�' mAscrrnry work unless ArchlrP•'s approved mpanR ,rr• pro - �, rtt;ser • T1 ]r til:all hr• C'• r)rtdly stud sdequatPly' for hnr•►zOntal anri vr•rtirnl In;+ri vlded fns maJotaininj► nr,t irss th;til •,(} dPl•rPelt F 1 y x f" , with nhraslv(• finish rrqulrrmants: . temperaturrrw fnr mAirrlatic brine rrsrdJed for inslsl lat Inn Ti le sP;ertPd ac per inlerinr deror parkage provided by Kltrh+•n Fqufpmrnt 3 . Tr) r,l,r 1111; 4 ssr•uunrt t"•nts , pij•ets, ;luster, and and moteritsln In lace frorr t imr- of rli,c 1n , sant 11 .' da s sasl,l,l Ir•� dire alr(o Pavinp Plan. d' 1 r S nprniniTR whish afford a pnssaGr' for fi►e nt r.ri ] 1r.i� lrvpl fr ,m pia.-Jn¢ litw.th nr,nrnsnhr,st ibis rnatrt till . L PACIFIC HVVY., 11680 1 BUP94-0008 & SIT94-0040 30 Or 6n 2 3 �- i 14 1994 MICiWRLMED Ii I�I�I�l�l�l�l'I I�I�{�{�I�i�i I�I�I�I�I�I�{ III�IIIII;III IIIIIIiIIII�� I�IIIIIII�II) ! IIIIIIIII�III I�I�IIIII�III IIIII�I�III�I�I II!I!I!�IIIII I�I�r�•lli�l�! INCN Ni t N CMINA _ �I Iliillll 111111 IIIIIItiIIIIiI�IIIIrIIIlllll 1lIIIIIII 1111IIIII IIIII11111!IIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII 1111111 IIiIIIIII IIIIIIIiIIIIIIIIIIIIIIIIIII iIIIIIIII III IIIIIIIIIIIhIiIilnllilllllnllllllllllihnllllilllill Illllllllllnllillllllll�llilllltl r 2 T T 3 4 5 I' Prn\•Ido draft QtoRpirie it: tanv%,tr(I and apt c arra • loc•a a F're ,%Ill•! ,r .;trun ( r, aerrilie Approximately lavr dayes t grins shown on drawing* Ilrarft stn in ; autertals shal I henot less than 1 c►arta SECTION 07210 1NSlJLATION � PP I rpc: ice scheduled start of sturro Inutxula,rron 'finish) ; r•er•ri •t of warrnntfr, :s :, ,; � fF ,,,,_ YP*uu boars, 3,'e Inch plywood or other approved materials, adequately titip ortc•ct p 1 I errgrisltr to f �rcY. D 1 PP 4 }' r e Inst sl l,.t gun , crhedule• ;:od p,ar•t Ic•rpatr In an on site revarw l�r,t•r�r•nt 0710 O1 GENERAL. � of f)r•aw'ingls , Specifications, and on site condition% with D. Fraatng net to exceed 24" cc r for• Pylisisir, hoard ceiling the• fc,Ilrcwint, pitrticipnnta; A Provide fIcxlble blanket insulation at framing; ?orations 07240 02 PkODUCTS E Provide structural support backing: when surface mounted items " shown un drnwgnp,s , perimeter slarh insulatlun and acuustlral insulation a Owner's Representative. (hang+rade: , toilet accessories, etc ) nre snovin on the drawinls b Arc.hi'e•rt A. Ar.rrptat,le Marcufacturer' k H PrnducI handl int; Deliver material to project in ort , General Contractor g;a[lit l rontainers with manuractur'er's labels on each piece and packages of d Subcontractors RPspc►nsihle for- 1 Dryvlt Syslrms, Inc and STU!k Wall SE('TION 08300 - MOOD TRIMS AND CASINGS Insulation Do nut remove IaheIs lir open packages until Architect inspects and Approves .' -. `300-01 GENERAL 1 ) SubstraIeN 2 Others pre qualifled and approved under 07240 of r l I' Dry Interlr.r shell of bui ldirl- before installing insular- 2) +tucc n ( out ski)at ion/f intsh) Provide w,•,,d ti ims ane+ casings as indicated nn the drawing=s 3) . Sealants and as specified herein tion maximummnfsturr content 15%. 4) . 1'Iekr�hlnLs H Acceptable Materials LM• n^^]n n^ PRODurTS a Manufacturer's Representative 1 Insulation Hnurd (Thickness as shnwn) . 5300-02 PRODUCTS A Mat r•riaia ! lndrl,rndrnt Third Party 111s1,ector- , If 1nvnlvec! io as "Outt:ul.it ilio" VI's Bort► d, 0 ',.',!I- it, riff; r!c•n� cy. an•ar « A Mdtrrfala c 1. ,r t:1JT! Uc, licit held questions, problems , o^ need fc,r ?'xd ' R�;,+, fl:amr• -- 1 . Owrnt; ('n► ning; "F'it�r ►iiia :H" , or I ti. }p::r,m hrrra r 1,!i if great Inn urt i ! conferenre: r;,ise there as fihrr" . or approved, S1rar,,I;ird P-0Idins- Inaulatgird in rralIN �•No 4C 1 . wood ,rim ooar•ds, ot' sizes shown un drawtng;s, , tf,ey ' rc Jdeni ifled. Fx, Iener� 4+w z ovr r one perlh anr. 1 " farn OX e• a i i i nl; f I anl;es for no i 1 f lit; to, govert ±cal grain fir. framing. Insulation material labeled by manufacturer for , .� : 4 . a,;,r•rviRinn inspect ion: :, h'ird Lock "Wind-Urv! I " Far:tr•nrr �, ' 2 Mood door cas]nF•, Hemlock , K D , St;le F-113, 1/2'. x easy fill spares between fng int, members . mal) esings In - b. 1 " - Crown non-rustinl, staples for "rias latrh" C � ` L sulated with material having; installed thermal resistance 2 1 •t' . a Provide continual daily superhfsfon of working; QIllin (/� (If- 3O (It 301 . Frame walls Insulated with material basin • crew. NOTE- Adhea�tives will not he arreptert a� a Suhstltute thermal resiRtanr.e of lq (R- 19) . Unprotected f]PxIh1P tp Secure dally Inspection by General Contr'ac' or shall have flame For mer,hrrnlcal fasteners Fasteners must gpene a 4300-03 blanket et insulation, including faring; c Provide period ins ectIon by a 1 h V spread lest; than 25 and smoke density not to exceed 450. I P } print/pug, off icer trate at least :, 4" into Strurtural materials .- C Install all wood millwork in hest quality craftsmanship for Onprotected insulation may be Kraft fared. Se the periodic i firm. 3 Hasp Coats w w d Secure pe.riodir lnsper.tgon by the manufacturer's co 30 a complete and finished job, representative, including; insper.tien of completed a "Primus" (over "outsulation" FP5:) Peerimeter slat, insulation with material having: irnt-r. SECTION x7120 - DAMPROOPING instnlled thermal resistance of 4 .25 (R-4 . 25) . Closed Cell Type . e . Provide independent third party inspection servlres 4 Mesh Reinforrement. as r•equirpd by the owner; fees for such services 3 AcoustJc'al insulation shall be instalied in walls to he separate from base bid r 07120-01 GEiERAL 1 " it "titandard/fletaI1 " , fnr non impart itrea9) :tori rrillogs as Rhnwra on the DraKini;s Matrrir:la shall f "ecur•e Architect 's acceptance of completed work h "intermediate' (for 1irht to moderate Impart ) rJ �A by ftexJble blanket insulation Irks per 1 above)A GF.NF.RAL REQIrIRFMENTS r' "Palnzrr" (for e•xpnsPd outside• corners In moderatefinhstrate Protection! to high impart areas) n072]0-03 EXECUTION ILII Illi 1 . The Contract and General Conditions of the Contract .hall govern all parts of the workA. Provide insulation at framing locations as shown a Protect exterior gypsum hoard, plywood, and other 5. Acrylic Plaster Finishes shown nn draw- "moisture sensitive" suhaatrate materials from log=s Wire ,nsul;ttion to wend joists and Secure to wand framing; sc, as to 9. SCOPE 0!•' WORK ;sir Irakagv past vapor barrier by statpling to fare of members. exposure to adverse weather; replace all suhtitrate a Design Standard- Medium Finishes with integral color materials evidencing adverse effects of weathering;. selected by Architect from manufa:c•turer's :•standard Furnish al labor. materials and equipment and per- These are responsibilities of th�renernl b. Actual finish and color se)rctfun h Arrhilect at least 'i t- J co I ors. 1 p 1 P Install insulation with vapor harrier toward inside of rontrar_tor. y �1 ors a operations require,! to complete all dampproofiny, tpnildin(• h. Protect unfinished areas of installed stucco '0 days prior to start of Finish application. W il work shown of implied on the Drawing=s and specified here- (' install perimeter insulation per manufarturrr's printed (rotect u do/finish) from f instalure lu adverse o� e ti well as all work normally performed under this „ st : nrtinrac wepther; censure that no water is trapped behind 6. Acressorles/Incidentals: As required W section SECTION 07240 - STUCCO (OUTSULATION/FINISH) or w i hin the finish system . These are r_e_jponsi 07140-03 EXECUTION � O I •rneral 2 bilitiv-, of the Tflg work generally consists of, but is not limited �,___ _contrartor. > M to the following items : l n 07240-01 GENERAL D 5utpRltta A Site f.xaminatlon ;s a. Cold app) ±,ed protective dampproofIng coating at all subsurface: perimeter walls . A . Provide exterior Insn],ition and finish system at :ell 1 . If other than Dryvlt Systems , Inc . , prerlucts :are I Following; Pre- Applicat Inn Conference, but prior to � Z � loratIons where "Stucco" , or Stu-,ro (Out sulation/F±nlsh) is called for on proposed, subsalt , ten work days prior to bid date, actual start of work, examine site arid snrfares to verify t-- b. Mop in all foundation per,etrLtlons . the drawings ar,;e, as Specified herein, doc•umrrtat ;oil of manufacturer's compliance with all saait.nhility and compliance with the rontrart dorumpnts criteria .jndur 0740-01 r. , Item 1 . before rcmmencing application. llllll III III iiilll C. APPi.I;ATOR H. Summtry U Q Z s 2. If other than Dryvit Systems , inc products are 2 where areas a=re to hr parr •1i7ed, examine to verify 0 1 Section Incudes. All Sturrn (outsulation/f .nish) dimensions arm conditions fnr attachment ( 7 :E: 1 . All work shall be done by an app,lr�ator approved proposed, submit ten work days prior to hid date complete 0 e by manufacturer of dam t for walls , cornice, , coping=s , soffits, and accent features W pproofing; materials. manufacturer R literature on and samples of each phase of a� indicated on the Drawings. systr,c construction. 3. Alert Genua) Contractor and Arrhitrct as to nay Of D. CO%DIT1ONS undpslrahle/adverse ronditions . I� 0 i 2. Related Work SpecJfied Elsewhere 3. Submit within ten work days after hid date document;, 1 . Do no work when weather and other conditions may tion of installin, contractor's compliance with al ] 4 Work sf,all lint proceed unt ! ! unsatisfactory/adverse a adversely affect desired results . a. Substrates criteria under 07240-01st. , Item 2. conditions are corrected h. Adjoining rpnn-planter surfaces :D { 2 Surface to be treated roust he full cured, dr and r . Expa,,sinn jnints 4 Samples and ShopDrawings , Suhmlt V. F'repuratinn .� 0 g, per, Section 01..00 . y y sin Sheet Metal Flasa Shecg free of oil , form release assents, curing; compounds , d. C e. Hacker Rods and Sealants ) ' ( 1220 mm) sample of the I . Verify that products are those specified and unchanged. erase, laftanrr• and loose material . as Submit on 2 (f�10 mm x 4 }' I sturro (outsulation/fivisi, system) for each finish C QcaaIiIy Assurance• color, and te;',ture selectee'. using sam- tools and 2 Verify that surfaces to be covered arr clean, dry and 07120-02 PR0'1'-'CTS techniques ns for the actual project . otherwise acceptable. � v -) � on 1 Manufactur'er's Qualif;nations Only manufarturrrs , s z _J = '� > t,. Suhmit c•omp,ete shop drawings for stur,co (outsula- V �u A MAT°RIAf ` who pro'Ide aaII ^f the rol ]owing are accep,able supplters tfon!finJsh) system details including drawings of 3 r-lace protertive covering=s over adjoining; surfaces., "� Z z Z v, N 7 for this projert�� elemen's . LL on r - panelized arca, expansion/control join's, and/or 4 � ¢ z 0 0 i 0 Q Cold applied pro trrtIve damppr•oofing system shall other areas requiring off-site fabrication. C Application ¢ Q < z `' L) he Sonneborn 7008 Semi -,Mast Jr." , asphalt emulsion a . Successful performance history over at least five years In this gengraphica) area. L. Deliver Stora e. ►landline, f o o " C < < h. Established on -going; design/sperifir•atio y' C c 1 Apply call mater'iatls in strict accni-dan, r• with - manufacturer's recommendations; maintain printed EXEC � assistance to Architects/Fn sneers. 1 Deliver mate-ials in original ,anopenpd manufartorer's rernmmrradatinns on site throughout duraation of worEXECUTIONS r. Estaahllshed nn-going contractor/applicator parkagirri_ wi .h labels intact ; to the rase of panelized O A Apply 7008 Sear:i- Mastic in (2) two coats by hal y harsh or spry k z training programs for at least flue years in units , provide manufacturer's certJflratrnn with earn 2 Apply all materials in compliance with manufa,•turer 's f0f following; manufaacturers instructions this area. delivery that Q,,PcifJed material,; were used. d. Est;rLlishr•d warranty program and a five.-year conditions precedent for warranty . y W B Fill all cracks, pinhole~ rnd g=rooves. Coating should warranty on this project . 2 . Deliver and maintain all materials free or damage! 3 . PrnvldP uniform 1/2--inrh wide joints for barker rods , be continuous and free or ht•eaks and pinholes . P. stall -%case fire test reports ancnntam.nation. Plid sealants whetter indicated un Drawings and•'or determiner', d documentation , of ICBG acceptance. in Pre -Ap;p] Jcaatlnn conference f. Resident rirld Technical Service personnel . 3. Protect wet g=oods from temperatures below 40 deg=rees 4 Cntaslder cuantities of wet C Carry coating; over exposed taps olid Outside edg=es of g;. Job Site pre-:.pplgcat)on conference attendance , , , I goods rerom.nrnc]Pd by Fahrenheit and above 110 deg,reem Fahrenhelt , dir•ert sun- manufacturer ;tq minimum quant ) ties ; appliratJon or footing forming a Cove at juctlon of wall and footing. Spread around all and Inspection of wink in prog;resa and completed ) fght lesser amoants or amounts thicker than ],`4 Inch is not ;nnnts. gr:•ooves , Brad slots and Into all shapes, corners , reveals and soffits , work , acceptable. _ SrinC coating to finished grad h Loral inventory of products. 4 . Handle, mix , and apply mnteriaalR as recommended by 3 i . The manufacturer shall be a member of the F.xtPrlor marnufarturvr- 5, lase tools ( Including mtxvrs ) and applic;,tIon D Fnllnw ma.,ufac.turrr 'R rer.nn►mrnrlations on backfilling; for iitsillaIIon Manufacturer's Association - EIMA technic c.turer• � operetinns F. Apj,lication Condit inn,; ucs,'methnds approved by the mar;ufa this Rpec f f 1 c• pen jec•t . (n 0 SECTION 07192 - VAPOR RETARDER ? Applicator's Qualifications Only applicators who I Apply all materials when ambient temppralures are 4c: C ^- will provide all of the following are acceptable for this degrees F:ahr•eni,eit . or at:ovc, and rising;, bait under- 110 6. Perform rill application under favorable conditions O project . W degrees Fahrenheit . OPTION: "Tent " areas to protect conductive tc: nptlmnm long; -term prrfnrm.cnce fir Rtuc•ro .J 07192-01 GENERALCZ ^ ,n waather .and provide heat ail required. (outsul.,tinn/finish) �" U a licensed, Bonded, Insured - (Doc•umrntaIion required! . _ r+ A ProvldP runt inuouv vapor retarder on graartr• hrlow -,);:bat h Surrpssful perfr.rmancr history with Exterior 2. Apply all materialsashen raln forecast Is ten perre, s 7 Perform all work in y,00d wnrkmrpnstsap manner, detnl l Inl� ~� a slat, on grade ]ncatlons insulntion arid FlntRh Systems (FIFS) over nt or ieRc: for the next 48 hours . OPTION: "Tent" area~ tis as required �j U W `!r least five years In the ,area lir this project . Ul protect from weather, , Q ` r. , Trained and Approved by manufacturer for at R. Wrap, root , and flnisl, :s11 edl;e•; interruptions as V) G 07192.02 PRODUCTS least five ye:lre . 3. Apply all mnterJaIa when reInIJvc humidity is below recommended/detalled by manufacturer . ---J d, Established on-going, training prnyram for work- 75 percent and expected to remain so, or drop, over the A Mat ori;:I 1'nlyrthylene plasttr film• n OOC" thick , hlnck men, inrludinf, manuf Itir•er s training. next 48 hour~. App IIca Iion up to 00% RFI may talo• place 9 Clean Hitt , and arljnlning; surfaces )Paving; free• of err^s•: color pet Produrt Standard PS 17 69, lir Mnlstnp II r Pre Application Conft•t'rnc•e attendanry ;and periorlfr If wind veJorlty exceed 7- 1/2 mphmaterials, packag=ing, and /or other dehr•is Jnspertion of work 1n progreRas by prinr,ihal/ 4 Apply all materials to substrate that is clean, dr•y 10 SPru1c required upprovaIs/arceptaucrs of completed work officer of firm and otherwise• ski IIa1)iv for coverinl SHEET PlO, 07192-03 EXECUTION f. Three-year minimum warranty on workmanship. A Intital Int Inti Providr anr loyrr of vol,,,r retardrr pith 1: Arrept:Osle 160 sq ft , lir apprnved, mock- lip of G Wary :r,t 1Ps m,ir.irurr rf joinis Lap jnfnt4 npprnxlmatr)y p" Repair punrtu►ws finishpd fystem, ora}• hr inr�orpornted into project SECTION 07510 - HUiLT-11P BITUMiNOUS ROOF I P,-ovidr M:,rsufnr tu• rI 's I ivc year w;,r r lilt }' with ;n ''f` days. (if complet iris; of work 07510-01 GENERAL SP5 "il > 2 Prov IOr, insta. 11gals fist,'% threr ye;rr hr,rtnr,ly lir A Prrvid: corposition roofing; with Rnrfa: !n; and vvpur workmanship within :10 days of completion of wn!k . harIirI all its Showa: :1t, drah Il1lls and ar: herein RpecIfIer! for corpIrt� installation Roo} logs t o tic c l=ass: A o► k roof L. ' 13BJJP9 11680 't Provide ncral contractor's three• year• warranty Up;3 PACIFIC A 5I194-0040 oovrrg�insubstrate and stucro (outsulation/finish) 31 OF 60 L iIts tr,l int inn A MEMO MICAbRLMED 141994 II� II III; IlAlllN 010% I Ill�ljl�ijlll Illllll�lil�l ijlllll�llljl Ijljljl�llljl Iillljl�lj1jl I Ijljl!I�I!Ij! Illjljl�ijlj! I IIIII!I�I;I!I!! Ijill�ljl(III I�Illil�il,lll ��i►Iniiinllini ini iiillinll�lnliiii iiiilni� nulnn inilllu iilllnil I�nlnnlnulinilnnlun uiilnn iiiilinilniilini iinlini►niiliiilinnl,iuliniliilllnillnii unlnii niilinlliIiihi1 iniliu1lnn!unlnuli►i! niiluii nnlmi u lililiilii!!!ii)iIIl11 r 2 A 11 Thr w: rk lfeoer.; SECTION 07810 META1. ROOF IN s . tA! t'r !n�tr.L ateK a 07920-03 EXECt1TT0N 2 Nat tuna) Wnod Wlr,rfnw I Pn•,r AaKnr jilt Inn (III A) 1 Built -up roof aver roof drrk; 07t;10 ill GFNFHAL A Appliru! ion of Caulking- iS I Serltrs . 2 Built-up roof returns on parapet walls A {'rovictr mf-tal rnr,f fill; , ti im, ;incf acressuries as, required ^. Woodwork fret ;tuts of Csl lfornra (WJC; , SP( t ion 20 77��_-r 3 Mn + in all flaRhtn s, curbs at,n y1rr ,Prs 1 Caulk joints of all work after 1 B { (mct,,r• rom;+lf-tc Instal lilt ion dt locat ions shown on drawings and sperifler; prime painting butcal curbs are not shown on the Roof t';,,,1 Roof Ing �;cil, beton flni5h painting. 4 National Flprtrfral Manufar.tures Association (NEMA) herein contractor shall either include theme in the hid or pro 07610- 02 PRODUCTS i 17F vide as an allowance item ► 2. Caulktnl; shall be applied by hand gun wits, mechanical 5. NatiOnal Fi ►e I'rr,trrtion A%mortntion (Nf'PA) or pneumatic pressure sufficient to insure the •fes A Metal Roofing- 1',C1 - Metal Building Component ,: Thr X proper ( GUARANTFF placement of the material and t-, fill joints Gun aozzela ' F Prir►el g;alvanizPd sfPPI , 24 gJaEe, 24 inch wf•'.t• panels by length required, shall ho of proper, size to fit joints . U All dnorx shall hr the product of ihP same manufacturer to ensure 71 factory finish with color r,elrction from ;„anufac•turers standaro colors . uniformity of ,iva) !ty and appearance• throughout the project . ' The General Contractor and koof 1 nr Suhcc,nt rac•t c+r shall jointly agree to maintain the built up roof system 07610-03 F.XFCUTION SECTION 08110 HOLLOW METAL. DOORS 8 HOLLOW METAL FRAMES 08200-02 PRODUCTS and related roof metal work In a writer• tight and weathf-r t1Cht rnnrittlon for a period of two (?) yvar� rtartinp A install per manufacturers printed instructions. 08110-01 GENERAL A Afiterials : from thr (I.,tr of ;ow'nt•t 's tiuhstant tat Cnml !rt inn SCCTTON 07t;_10 c�Hrl T MCTAL WORK A 1 :: h tt,r• fill lnwi;,t: hollow metal work am shown Finish ] Face venrers Rotary rut , Birch Commercial Standard CS ~ rim) dont-, ;,rid %tt•n, framr� 5Nr• dr;;wini,•. , "poor' Srhf-r!;:]r•�" ;tad df-t,ai 1171 ',A for paint fi � nifillmil-i . mum fare veneer thJckrtetts 1,150 ? nurrne the mraintenanre perj ,af, the fruf-ral CCot, tloch tructnr and the h'oofit,i• Instal I . r ,mets that within FLASHINGS. COIINTI'R F(.ASHTN(;, AND GUTTERS fn► sizes, arrani;rmer,t , . st� leR" :aur! iuratlntiR. hunts to he r,r.rlifJed acr,urcfi ; �p o 4 twenty f,�nr t:'4 ) h.r.urs of rrr.• f lit of ort ,cw t'I •T t t,,, I o ASTM F. 283 fnr 11 CFM per• foot of door crack c ' :,:'c' 01 c1,NE'►+At. g, {+,: • : : ! .r•.! nanofc„ toleo:• Pf-;,rlh) ir , pour,:tra, ��;eelcr;Iff , 2 CnreR: Partir)ehoard rorp, RnlJd It of 2R-3? poundtc per ;+,� � o (1Mner, they w-i l 1 iuxpect and make lamrdint e c merge i., cubic fent drnsf f )� Edge -t rf ps of h;Irdwurasi 1 -1 ih,” t I;I( � „t (Q . • repairs to defects or to leaks in 'the built up roof CECO, cr :loprrrr ' system ane! related metal work They further agrev that A Provide it] ] mt•t;rl flashings, c•uunter•f flashings , g;utters, st i Irl; , 2 1/2" at rails. Glue tr. bf'T 'pe 1 1`111,01 door• thlrk- at;( ,!nwnspc.ut% as shown on drawings C Suhmittnlo: Submit shop drawings to Archltert fu:, nes., 1-3/0 . on within a reasonable vino, they will restore the rittectcd ! o 0 Items to the standard of the original sperifrr;,tions apprnval and sprure Arr•hitect 'si dpproval per Section 01200 (11 , Shop Drewines Z 0 C N N All agreements to maintain built -up roof system will be H Guarantee: Guarantee , in vetting, matr•rfaJs and workman Suhmlttnl Procedures prior to iahrir;atinn Show elevation and and dimension 3 Door Frames?. Hemlock , C A ht r. , K.D. flat grain L a • done tr,!`..)ut cost to the Owner , except In the event it still' of a] 1 p;,rts of building to he made watertight at sheet metal work for .1 ^f each door typo-, dFtdi1% of earti frame type, cutouts, reJnforcf-ment , joint with stops for frames of K I). , 1'.G Fir , Finish l,t•r is determined that such leaks were caused by abuse. P' rio:! of one year after final acceptance with nnrmaI usage, and to repair• Welds and other pertinprlt items including those required to secure rill la- WCf•TH Standard Grading Rules No 16. ,e1C o hail , storm, lightening, other unusual climatic any such leak:( 8s may occur without cost tr Owner. bels .. 1N 41 phenomena of the elements, or failure u!" related work 4 Dont- Hinges - 4- 1/2" x 4 . 1,12" full m,,rtise 1 - 1/2 co 31 (except related roof metal wc,rk 07620 -02 PRODUCTS D Ila rdw.ir•c• Arrange for Installation of hardware as pr per (]nor F'1r.lRh Bright /'lsrr,miuii, Plalcc! No Coating lollor,q Hardware supp) ter wlII suplly door manufacturer with correct and (BHMA 825) A Materials 075!0-02 PRODUCTS complete templates, or physical atampl: x, Ofall items installed lit •Joh;;ite 612) . 1 Sheet Metal : Galvanizf-d Steel : Galvanized sheet E Dt•livorp of dnnrR ;end framer Pad all door% to prevent V A T.; ■nxtm:r■ possible extent , roofing mnterinJR shall tee steal coated with minimum of 1 . 2r) oz zinc per sq. ft cont;irt with anything h+it p.-adding Deliver frames fully assembled and with 08200- 03 EXECUTION f17�product of a single manufacturer 1 25 Commer•ria] ) , meet in^ requiremetits of ASTM A525 71 . spreaders to assure itIIenmvio SAGage as follows : install inierin, fire hoop wood doors ,it locations shown on the 26 gripe F]ashIngs and counter•f1ashJi.vs 08110-02 PRODUCTS drag'fills and HS Indicated nn oiler Sr"hedulP I A MATERIALS 20 gage Gutters and downspouts u NOTE: See Section 05100 for tube stre1 downspouts. A. Mr,ter'lit 1s SECTION 08400 - ALUMINUM DOORS is STOREFRONT SYSTEM 1 Mineral strrfarr Owens Corning 31 -NC l0 year hondahlr (� roof or Arch itPrt approved suhsIItote 2 Solder: Hest commercial 911811t;- 50-50 tin and I . Sheet : It-ad, or approved. � I a Felts - (r.S C. Mnclified Hase 1 layer• (;a) Sl,ct•t StPc) : Pr08400--01 GENERAL ime grade, cold rolled, II l Perma Ply 1V 2 plies 3 NaIIs : "Stronghold" type with large head and st .•etrher leveled, full pickled by treatment at mill - �� 1— A. Provide, aluminum storrfrunts, dont-N, frames ant! r-lated W Perna Cap ttlnr r;,l nPngth to pent trate woad ] ' loin. Exposed nails to biose fool from scale, warp and buckles. Short Steel of Items as Indicated in Dour Schrrii,]r•, DFt.clls and SpPrificat inns. Storefront W Surfaced Cap Sheet 1 layer Irene washers . Galvanized for G i . work exc:Ppt I.nited States standard gages noted in these specifi stuinlesoa Rtee1 for roof t•dge flashing as .,hewn r;:l inns system shall hr df-signed for 80 MPII wind )nar'.inp, Alumir+um entranre doors to I h A.1 t union• Truehu l 1 ARpha 1 t 69 1 bs. 4 . Sheet feta) screw-, - Pan brad, ginlPt paint (h) Re l of nr•c•r•mcnt and ra i 1 hrarkf-t s: AShe certified acr•nrdint! to ASPM F 383 fnr 11 cl.,M per font of door (.rack TM A36-70a > lfl- 2. Biturinous Plastic Cemen! - Federal Specification galvanized screws. 208400-02 PRODUCTS. fit and surfacers - Manufacturer, standard primer W SS-C- 153, Type 1 , nr SC C-00153A. surfar•f-r with .r•ynthf-ti(, "rust inhihitivc ' quality. 1-- A Materials : Ii 3 Na1lr, ;end Staples as rerommended by manufacturer S. Sealants - 3 GlaS4 stol,s and trim. 18 bag( furniture Stork steel 1 Aluminum entrances , inriudinj: floors and frames 4 Cants and Tapered Fdl;es • Asph;,I t I mprr•gnat ed iii I Por met a 1 t o mot ;,1 Arry 1 1 c. Terpo 1 ymer 4 . Sh i ms • Ga I v;:n 1 Yeti s t Pe 1 o f Rize aril t h i c•kness t o (a) . Extruded grrtlons 6063-T5 aluminum alloy. U Q fiber caths Tapered edges factory msnufar.tured Asphalt "m nn" as manulrirturf-d by Thr 1'temro Manutactnrcd fuJli distribute lnadR without distortion z impregnated fiber type edges at locations shown rind re, h•,, The Tremc•n Manufacturing; Co. , or approved. � (h) Glazlntr stop find heads . Snap on strips with � — X 0 quired for roofing installation. Tapered edge stripe F';astr,•int:s For• trim and glass stops: Carimiline o •c I (� and fiber cants of Celntex/Harrel "Fihcrhoar'd or Kaiser 7 Call Flashings Provide strindinr seam joints , plated screws with oval head, Sheet metra] threads ri,on stretch, high shore vinyl ho• h sides of ] ,;ass , w CD inrorpnrat fill', n 6t) Ih test Cihr r ]!lass cord tinndrd (� LLJ "Fir-Tex" 07620--03 EXECUTi^.f: E; Hardware reinforc'c•ment Hin;P and door closer to vinyl , afQ reinforcement 3,�16" steel . Latch tnppJnj: plates 3,'l6" Ic ) . 111 - 07510-03 EXEC(TA ION . Gf-nerai : Work in arcnrdanrr with host methods known to x 1-1!1" x 4" lent;, minimum. Loci, reinforcement unit Fast curnl!s screws. nuts , hoIt5 , and Q_ n trade Lines molding;, edges sharia Hnd true, reinforced as requJr-ed for equal to Schlage t1094 fastening; drvir( s aluminum, stainless Steel or otheQr � 0 , non corrosiv materf;:l colon to be inconRpirunus in i �y A General - Application of built -up roofing shall he done stiffr;,•ss ; joints and scams neatly formed ,and flnishrd; surfares free from fin-cord si%,. lla! 'n I Q wavPq :and buckles . Make H Fah;ic'a! inn of doors ' 1 3/4" thick flush type hollow metal doors s rl i_ In strict accordance with the specifJ►-d manufacturer's sperifiratJons Any proper allowance for expansion and cnnrrartlnn and 16[variance Iron specified procedures shall tie approvers by the Arrhitert prior for shrink.apr, Of wood construction . of size Jndirater: on Door SrhedulN, steel sheets riot less than !8 ];age fol, face nn �to application Application variations not approved by the Arr"hJtect mayshorts , interna] reinforcing. etc•. Ninl!P and dune closer reinforcement 3/16" x ldl near framing! sertinns Nnt Ieks than . 125" (, / � f-- 1/2" x length rel I - Iitirk rrquJrr rn.,fing ruts be made for testing; by -i motorial testing laboratory. SECTION 07720 - SOFFIT ACCESS HATCH )oiled flat bar steel . Pan farm door fare .,bee' s Install internal - -�--� The Roofing Contractor shall pay for all rusts associated with this test in hr• ,(:Ing .,round entire f door rami full height of deer. install sounrt L deadening fire perimeter o (r) Finish- anndizr(1 1f the test Ing agency cannot approve the app) J,•atInn techniques used, the 07720-01 GENERAL prnof JnqulatJon fill ] height and width . Provide top edge of exterior or- ,rine approved W I v �' door with runtinuous, flush c•hanne) ra , sra)ed with hot metal . Hovel door 1,�R" in 2" I P( rnved suhstflute. t z J z W J .a htiJJt -rip roofing shall `,f- replaced and installed as spy ; fled at the Roofing { at latch stiles . Fit doors to 3;'32" clearance in frames , )!2" over finish ]no L• ` w < 0 Cont root r* 'S expense N z Z z � z A Prnvidt snff) t ;ar.rf-Rs hatrhs at Inr;ations shown on the and 3/18" over tht'r•sholds . (t) . Manufactnrr•r and typo United Stairs Aluminum #, Or-7 �7 p dr;,wing;s Corp (or, ArchItf-rt approved equal ) 2" x 4 -1.'2 " c+• .1 z � w ` R Acceptanr.F of Pncf-OPr:k - App Srat Inn of Ru11t up roof � r c•rnter g1;tYint! system, with medium stile ctnnrR � 0 3 0 '• � � ins sh.s! ! signify that the Roofing Contrart ;,r has inspected and a ,roved the , C. F�Ihriratir,rt of framrS : Frames of 16 srJ aZ < z U P( 077,0-02 PRODUCTS gag,( -t t•('1 , Nal ] a z a v roof :?rrk fnr huflt-up roofing application. ties of steel In gage', ;+rid design to anchor to wood frame walls , or concrete hlo-k radius f-dt;P, with square strips Reinforce > 5 0 0 '� wa11s 3 tics PPr iamb. Furnish floor anr'hrar (,Iipx, Phillips "Reel Head" type ren- vf-rtir-II millions as recpiirrd for wino) lnadiny, . f' A Soffit Accesq I ;ant•1 : .11, Modt,I TM, 22" x 30" min Screw in (-rete anchor, bolts, and othrr• items shown or r•Pqulred. Make rornprs and arises C. PROTECTION arrrss panpl . SPP Reflected CeilJnr Ilan for lo(:ations . (g) . Hardware near ];Itch , bladf- type latch ( to receive sharp rind rlPan, fully wrlcl francs corners, grind smooth to produce in visible Joint . Hingc relnforcrment 3/111" x Jamb width. Sr'hlaF,t• Cylinder) Door pivots at top and bottom 1 Mon;' Decking 'rn insure protection of wood roof 07720-03 EXECUTION f-shnld Weather-trip y der-king, comply with the following: Rooter shall co- Overhead type door closer, thrD. Un all drilling an;', topping for Installation of hardware. jambs, head rsrid sill of floor. also ;along dyad-)ntr•h j, ordinate his work with the v7nrk the ( nrpenters and A. CnnrdJnate hatch location with root joist layout . mechanism. At pair of door•% provide a listed a-)atf- it W shall apply covering JmmpdJa' ely after decking is laid er, completion , t S pr f lash bolts .►t top nn(1 hilt t om of (lour. Sec Q Prior to roofing SnRtallattot, Roofing Contractor Rh;al ) F Aftlptinn of fabrication, t.hornuc,,rly drgrra%e, clean and ng daphr. g,r, f- work Rt Pam chemical prncPss and give external surface of doors and h%lilderizk bSection 08700 for PxJt hardware, signage and verify with General Contrar! nr that roofiSAI-fares, hath inside push pull hors SECTION 07520 - CAULKING & SEALANTS de and out , of framrs mJnJmum of two coats ofprimer on frames And inspection has her;: c'�sipleterl two r•nats of primt'r surfacer on doors . 07920-01 GENERAL (h) GJnzlnt,- All l!inr.tac:r to t:p l " insulated glnss- Fach } 2 All decking laid during the dry must to covered F. Lnuvf-rR : Louvers shall be factory installed inst•rt typf-with except use 1/4" sing)p glaz:nr, onl • In doors and m moil night ballsefore raining and shag ] he prntrrtrd from inverted "V" harries Louver bladrs are to tae 20 [,age and the framos tube of 1A UHrf, transom panels above doors . _ moisture 8t all times A. Provide all caulktnp, required to complete the work F'• i. lndicatrd on the drawings requir•,ng caulking, sealant% and ;pe(:ifJed herein . welded strei rotlo;I I ion TO fief. ratf-(f (loot,.,! FI. louver 3 D. CANTS t 07920-02 PRODUCTS ( 1 ) Accessible Entrance, nnors : At doors required to Q 1 08110-03 EXECUTION he acrvas i t,,. or so marked on "Door 5c•hr•du 1 r" , Provide V0 se(tlonxni; de telt rants at a) ) wall end rurh toter A. Materials10" heiroi,t kickplate.s . Provide door pressures as fo! lows• C --� F,xtcrinr hinged 8-1/2 lbs. maximum, interior hinp (1 5 ihs . O A. Shim cloor frames to v l•i r full hearing under c•onnrc•t.,rs . 2 Built -up rnnfing to frxtend ,s minimum of 2" Hhnve 1 . All joints : On" part , nnn-sag, lnw-modulus, moisture Select m-tal stile of size to prevent warpinC of frame and to rake permanently maximum. J �, cants Base f]ash)nL pIys wf ) I extend n mIittm(Im of 8" shove -curing p-)Iyoretharif, joint sea],till "Dynatro) ] " as rigid ;;,.stal ]fit ion. Shims runrealerl by mini!num of 1/2 a tho membrane surfac .• Exterior grade plywood above r.ar+t- nn nark manufactured by Pecora Corporation. Color as Rtt l ected by 2. Sen l ant C. E "Series 1'tn0" nt now c'nrn i ng !1'u side of frrano-d arc ,ctx Plywood to rpcefve metei wall flash 790" Color to be inconspicunras in finished Instal )At Ion. H .— p I y Arch from standard color line. H. Hollow metal doors projecting beyond frame when door ars Jnz� Prrrvidp ail regairPIt fIritihIn1, an(I se;a)t:nts to rn-u►•F ;t closed will he rejecte(I. W C) IN a water tight system 2. Hack-up flilr.r material : PnlyethylPne foam sealant H. F'ahricatinn• hacker. Dow "Fhafoam Sfl" rod of sJzp to have In--place F APPLICATION OP VAPOR BABBLER rnmpresscd widtt) across j Int of not over 7r)% or or.lgJnal SECTION 08200 - PRE-HUNG :NTI;RIOR WOOD DOORS diameter and shall not he�onlpressed to width which 1:3 , 1 . Provide st•c•t 1nnct With rlcan, strait•ht , sharply I Manufacturer' s . prrlfl�atinny rnnfnrm to mrann` less than 60% of diameter. 08••00 01 GENERAL df-flned lines free from detects impnirinl; str••ngth art(' facturer'R specifiretiona for vapor harrier and adhf-s !vr' durability. Doors to have symmt•trir8l top rail,, and 'o d dnor-m , wood clue, fr;ImPti and hinl',rs stile-, and by completely weather stripped, securely except es modified nerelnafter 3. Stucco (Outsulratlon/Finish) joints : A. Furnish intvilrr' woo of stzf-, typr, and arrangement shown . Sep "Door Schedule ,and drawinl!,i, inrrinnr joinf-d and rrinforcf-d, Si/e: Sf-e floor Schedule. Mak,- all -- rlescript Ic+n cutout oprr;,t Ions acrnratP)y for hardware preparations and SHEET I�fO, MOPP ( nF R1TIiMF.K a. Pi ov i dr barker rolls for joints in o tier:o re,i nfnrce 615 rryu t red. Fit sn;tp fie g;l aY i ill; heads'. ready s (outsula- 1 GenrrnI rrtntrol ht•.,i inp of all ; tllmf-r+ do not tion/finish) Section 07240, that are closed anti H. Sribmitt:: lt; SnhmiI ";h( , Drnwin ,s for r)eYInC. ► t and approved by stuccn(outsulatlnn/finish) sinnu- i L Per 5er•tion 01:.0() 01 overhPAt Malntaln hermneplrr In Cond rnnrilttnn at ;hop Dr'awingra Ruhc,itin) Prn, rdures . show eln%nlion and dime•nRton of each fartur«re, PrnvldP sealant for Joints In stucco dnnr tyle ' F:,hrlr:.t.• p.•: ,l,j�••••�,t chill, dr•awinvs ;:nrl hardwrare Mettle lit all ti,s,•t Apply t,itnr►,rn in t;nffc►rm racpplr,t*• (nutsulntlon/flniRh) m nufar.tnrer and in chlor ` C Qua 1 i t} ,1RRut aril r Prcv i de drools mr•rt i Ill, of r•x t 1 1st maul" rag the stucco(nu�su;attr,n'finlsh) finish , crf-r.Jnl' the ri L Asphalt Agph.alt sli;all t,v he;ated tae raereAsnry to color minimum st;ind;ar•ds n5 seg forth by the, IflIIowl Or or4;ani?;itlons unlf-ss stand;,rds err SP6 nr ,t,1 rvr ' ' 2' dr•hrer% of F'V7 1 Frtta i r 1 hcnus Temperature) mccf J f ,rd nr rxrerdet! by this RpPci f i r at !nn tat print of applirntion hoot xholl not exceed FBT (Finished Hlnwlnr Temrier:i' ure) for c*orr than two hours 1 Ar•rhitectur,sl Woodwork institr!te (AN'I1 , tiec•tion 1300 or PACIFIC HWY., 11680 15(!(1 BUP44dXM & SIT94-3040 32 OF 90 2 E 141994 MICBORLMED I�lilil�l�l IS1110 I i► I�I�I I CHOI� FA�I�I1I111I111 1111111i�l�i► �iil�l�l�i�l� �I�I�i��l�l�i ��i��i�i�l� ��I�i►��i�li )�,r��f��l�►��I��l�I�� uiflui� i�i�l��i ��►�I�� «ih�� iiiilniiliiiiliinli�iil�ns�iiiiliiii ��;!��I��I��It��►I��;iiiiiil�iiiliiiiluiiliiiiliiiiluiili�u iiiiiiui �iiili►��I��I��Iu�►I�� I��!�I(��I��(I�iul ��l�� I��(��(�h�O!��p , r 1 2 3 4 s f 0840 .03 EIHt 7ItNN 08700- 06 DOOR CLOSERS T for alum intim t'P! itPH shall he 110-:1;1r•r(,r (a) !+!n)!Ir layer Where called for t symbol in h;tr(Iware, schrtdute, furnish interior Fir• exterior IFint `'idyl ) r-ub(,er wit►; anti slrrtrh r•elrfor( ing A rnstallrttic,o Y 5' ' arid of rn!r,�• whir•! 1g bronze or hlil;'k � type door- claser•N of size per, manuffictu►•er's schedule fill itepiiuollon Involved . ( 1 ! Al,ply hoar' ;r. miu :x.,,� I, !r ' I(•aI Ienl!thr( , R 1 Err, t i, n by expet i eoce,t ,( 1 um t Flux( r!:,, ; :a:ii f r,tme Ver I Cy 41 1 cone/i! ions and Supp I Y proper shoes and arms , SVmho 1 S('- LUN 4040 w i t h 1 ong; d t liens t nn pars,11 f 1 r r ;,t right, ai.�IP . r11St1 .i 1461 , surfane moauttrd ( loser 08810-03 EXE('11T1ON to vertical lramir,g arabrrr. a-nd i:t rll;ht yny,)ea by manufacturer to accordance with Ins:t ► urtsou furnishe(1 only to ritI frntal (CP 111n1,) frrsaing; meaberr by aanufacturrr A . ingtall,;tion Set litea over 3 syufire feet in area with rl 08700-.17 SPECIAL HARDWARE Sti,gl;er Joints in beard when al,pl ted at rigt,t ._ r 71 woves" running; horiiontally. Exterior liter at aluminum frames Install angle►. to framing aPwhrrF and allow waxlwuw t Set work plumt and t ;•ur, properly altlned, securely with specified g;lazinp gaskets with Hlazing! blocks and tape as required. anchoret, A Wt•atherstripping- All exterior hollow �m(•tal doors, weather por:r,ihle r11vtitoce between Joints All zhutting strip dont bottom with Pentko 31`i(N sweep, jamb and head femkn :103A1 . R Ar?justfng arid cIeanIrig At final acceptance, glass shall ends and edges oc(:ttr over framing members , . `� F1 PPepho l e H R I vt s , F,9RR, Brushed Chrome Finish 11:3! 1 be t i Illt :tor± 1 r•ee from rat t i P. hemove excess ,lazing compounri except edges; when Joints are at r i g;ht anp,l era to B Cleaning At time dwtrrwtned by Arrhltrrt , remove all r' Flush Rotts H H Ives, 438-12" , flrushrd Chrome Finish curing; nOrm.t1 work life Fit cnmu,un(! frrminl! members /Dints on n,pot,ltr elder of protective materials from work and clean aluminum with household soap or l Trim taPP above sight lines . 0 Ki(•k ,late 'rive indontr•ie.s, B3E 10" x 34" , Hri11ht Statin p;ir t it ion a;rr:,nl;e(t to orcur on different framinv detergent and drinking water . 1 less Steel SECTION 08820 - MIRRORS members . SECTION 08665 - ALUMINUM DRIVE-UP WINDOWS 08700-08 FINISHES 08820-01 GENERAL (2) . Nailing to prorved from central portion of 08665-01 GENERA!, board toward the end and edges . Douh1e Fill i1 ! (,rksrty, Hyl indwrs, tsinreg, ;innr• stops It. 11 M.A. 625 Rril!ht chromitim Pl,ited � . i I nvldr• mirrors wiIhnt(t frame•+; artrt n( t; iiev where hr,::rfi !g r,.•t t liar + t f npr.InI• • !own „Fid n„t r,,attnl;. (mutch aluminum entry door for Inr,k cylinders) .:t lncatlons shown nn drawings .- a !'rnvldP aluminas windows ++'. drive-up area a. inai+�atr•d on (: � G drawtngtr . Pro lair ;• •a o ;•;rte with a! 1 required arhot % . hard%,ire and 08700- 09 KEYING (21) Sfdrwall vert 3 a1 an(;Irrl• Overlap /lolled to MrC't'SSO['Ir% (1HR:O n; F'R(t[tt'cTS n' !nterna:l earner frnrIrip lif r flnnI!fit Inni/)e rrethnd . Ovnrlrt;,ntng- bnnr(1 rill lirrl If r) t,riIli: M faM A t r. A Key entire prn•jrcl for soh-master key •:yf.tea, with ionrd ;tor?r•rlyinh t••u;rel into ( !err r:,rtnrr with laser of � A. M i r roes ftnht Irk MnrtP 1 ftl F,5 24” X :1F." wilt, rhe oma t r t m B Suba t chap drawtng;s showing praflles , sizes, finishes, areas Provide Hest Lock temporary cnnstrurtlnn cylinders F'innl krylnl, by anchors and clearances. Submit 1n Accordance with 0120, Shop Uratwfng framing member behind !t No ,r3xtrnings to Rest Lock at 503-667- 1993. Submittal Procedures corner stud nPrmftted in underlying board H Provide 3 r.hnnl'w keys tar each ]Fick or cylinder. Maa08820-03 EXECUTION trr 11118 go A sub-master keys [i Installation of arcesgnrlr.g : Ing1a1 ) acrecsorle5 logo 's t o tie provided nn keying; schedule. squ . r.ti, level , are. arid true to required Cre 08665-02 PRODI!CTS A f o.:t,a] 1 alt l u,•a.+ inns shown on drawings . Provide hacking to straight plu► to A ' y receive "non- removable" spanner• tread screws Install per manufacturers; print - a,ng;lPs ins;all in longest lengths pnsslb)P and with m 30 Keys and markirtg,s • Puruish all kt•y,: rut from "C" Key tfl;ht Joints . Trims lr:sta] 1Pd with mltrr•Pd earners. Tar, keys e Above keying schedule is general and must he ed Jn.tructions . A Drive-up widows to be by grads Access Sect inns Taall kThb - Pass Thru Window necessary n f eces Systems. "Bump-Out I]" Style , 19" x 18" service opening) with standard :ln;,r•ovPd by Owner in writing; hefore any Iovksets or cylinShim If necessary with mitered corners Shim if ran he ordered with metal shims Of same meta] and tiufsh a. nneces sewSECTION 09250 - GYPSUM DRYWALL:-automatic operation. 4500 West 47th Street , Chicago, Illinois (0632 Phone: (312) 376-9700 Attachments rigid Pnnug;h to hold accessory in required at maximum 1 Iocatforls Fasteoing 09250-01 GENERA[. -, ? ' o.c. . Install right08700-10 HARDWARE SCHEDULE to material abutting drywall , excep' at r.ontrO] joints A, Provide grynsum drywall 1 board work. f nc 1 ucl t ng; t;)'1', in mat, J J a 08565-03 EXECUTION honed, fastenings, caulking and ncressnrfes at gypsum drywall locations where (a) . LorntIons: At cnrnrrs and edges (exposed to S@@ Sheet NO. 9. view; where drywal : i eceives paint ; and where flex• un drawing;. fr . efiiJon of r•nr•P type nr•r Fed. Spec. SS-L30C( l ) A windows securely anchored per shop drawings Anchors at Shown i h l P wall 1 c•ot•t•r i Fila or- other but nn meta 1 t r f m re-B. Or•y lntrriof, RIF i ]ditit: shell to max iFrom 155 moisture quired along floor where rubber base occurs . 1 rnntPnt before installing gypsum drywall . O B. Seal wPathrrtight all wets] to metal joints within window units and all joints between window section and structure. 09250-02 PRODUCTS SECTION 09270 - GYPSUM DRYWALL PINISHING n ` 09270-01 GENERAL i A. Gypsum Hoards; All 5/8" thick land 4 ' scide, unless Fit"ter- i; ROADSCO�E SECTION 08700 - FINISH HARDWARE wtsr specified. A. Provirir• gypsum drywi;ll Joint tal,in,: ane', flnishinl! treat • - W ULI 08700-01 GENERAL mo-►nt for' fasteners ,and f, r metal drywall heads, trims and control joints Thf 1 bol (1, wallboard.regi standard/regular./r•eASTm finish wallboard Architect shall be notitied imrr.ndiately of any problem areas of rnnrPalmf'nt of a} elf (symbol GR) mer! sed edges . dg ASTM Paper and Ty edf;11 fasteners find joints during; the gypsum drywall finishing. �-- A This sect inn Includes all f rn,s►, hardware and related Fit (FSC type SW eased edges . F:c!geg paper hound Type Ili . items nPcecsary to complete the work except wand door h i ng;E's spec i i i ref f n rr nn SrctlOn 08200 um Harkin Hoard" ."G interior PrP-Hung; Wood Doors . 09270-02 PRODUCTSVl ' 2 Gypsum Hacker Board: Meet rPqufremenls of ASTM ('442- rs ' Installation of all finish hardware specified herein will 7n YI (girl. Spec:. SS-h-30[', Tyne A .+Hint rnmenunrl,joint tape and f 'nishinf; or tnnpinp, compound _ he dare under Fft,lsh Carl+r.►ltry 11') . Edges squnrP or tongue h I,ronve. Provide gypsum shall meet rPquirert•encs of ASTM ('475 hr made or rf :nishtned by wall board h::nish ! board at latmentng which aFP not to rrceiv manufacturer whose material is to rarPive drywa►1 ) finishing and meet addition- C ('ua! !ty and types . l'nlrs. ntherN•isr nntPcl, furnish itPrrS finished joint treatment . - al requirements specified below. r.r.l}• at manufacture, quality and characteristics sprrifiPd SuhstftutiuFi #.•f Architecc tinlisteitems or wakes will not Architect be permittd withor• ao out prip11r :• Witterl by 3 WitteResist,itit Gypsum Harkin)? Board (symbol GHWN.) H Materials - z � "- �t fn writing emot requirements of ASTM ('6'10. z l— 0 I Joint rnmpnund F'lant mJxrd vfnr, l base joint tr+l,sIl' ILI— U Q�_ W D. 0peratian and measurements • kPspnngihility of prance 4 E:xterinr Gypsum Soffit Hoard (s5•mbn! Gat ^;,; ,;,;.r+ requirement rompnFind ill either machine or h:tnri foul ronslstenry sur O operatlr,n of hardware rests with this Clint;actor Vrllfy all measurements, of ASTM C 9;3; . type of e,;,iemer,t employed, tx(•ent joinPt riff ) 1 fnr . 1] n hark SetF, clout thickr,PssPs , f•t ,• . Gypsum wrt11 hoard Type SW sha] I he PSG "(luc !1 ahnrd 0" joint ` H. Fastenings • F: Templates • Furnish r•ish metnl door manutacturrr with correct cc-miu,urd only a r.1 complPte templates Or all iters to he installed. 1 Nails 2 .hint refnfor'cinl; tale•• Spark perforated and where � � Q p used for corner' appli(•atfun, t's creased 0 (a) Single ply `;!N" thick wag ] hoard: 5d, 1 �.!R" , i' Guarantee• A 1 1 finish hardware to trim free from defects I9/C4" diameter head, No. 13-1/2 gage "Parkerhead in finisl, wnrkwanslaip and materials for a perind of one year after accFin i Rh !Ill! t Finn i Fir rnmpnund ('omenurld slPr f n 1 p repose lJ 1f 1 I1rit ftPs" or Id, 1 -7/8" , 1/4" diameter heard Nn 13 i f•g' finishing; of. topping; compound designed for finishing over gage cement coated or chemically etched. tape and not all purpose type Cmm�ounr? 1'40 "Dura-hand tarlce of the building; Upon written nntice from the Owner and/or Architect , W -- rewnvr and rep]ar.e with satisfactory material at hardware rontrirtor 's Jcint Compound Topping" , Kaiser "Fc" Finishing Compound, W u Z Q Z rxprn.r C. A;lessor t es ;'f l:ag►e g;a]vfin t zedsteel 1 Gypsum "Gold d Rnnd Topp f ni, Cmm�nund" , .1-M "Toe;,i r,t, rJ "- _J Compound" , Gent-C i s Pic i f i(' "1'n ,n i n Com Hund" , or N i Z Z z 1 . Corner head Casings-Western, Inc. , No . 220 "Corner l ' is p >. O Z5 0 O y o Arrhftrr.t apptnve:d, Guard" , l!SG Dur A -Read; ,1-M No. 27.0. Lef; 1 1/R" , minimun. U. N ,i ? � z � Fas!enini;s Furnlah hardware fastrninits thes Cr O Z n _, C (' cnmpaund Mixing: Finishing—tripping comnc, ind and joint y � o ¢ a ,,. o :' "L" shape edge: Cas;Figs-Western, Inc . No. ]nF "Wide Fier-fill mixed in strict accordance with manufac•tnrer 's g,rintcd dirr•r.tions. floor stops A] 1 expose(! fastenings with spa;:ner Fl;;ngt' 1 1;4" , I1SG Nn 'OOH; .1-M No. lOt:. An ,r Ir over head an( It screw, at topped belles in gterl ; spanner K• h Ready-mixed rnmpounris used a% they come from r•ontainer. a au head machine screws with "Di:tmnnd" type clking; t SECTION C4810 - GLASS & GLAZING ends and edges of wa! lbnard same flame-rasions as wall hoard thickness fully rnvering wallboard ends and edges, v h masonry. conies 1 ed f.:.t r•n i ng;g; Phillips hear/ mart(/Fir 09270-03 EX..CUT10N = �' - 08b10-01 GENERAL screws at tapped holes In steel ; Phillips head machine O3 Centro] jnlnt An "!,' shape edge trim hark to hack . N screws with "Diamond" type caulking anchors at masonf'y. A. Exum,nc wnr•k to r'er,eive cum rf; ywnll ftnish±ng; and detP A. Provide all plots, float , shirt class and glazing gyp, ; mine Acceptability of snrfaces and instn) latIon, as app) rcaition of fInIsLlct; W throughout the project. , A1 ] g;lazlnl; 1n Pxterlor aluwJnum storefront system to work wlthnut objection to unsatisfactory or incomplete wallboard insta] !atto Q 2 Hollow pp meta doors et me al'h machine screws hP with 1 " insulated unites. Glass, Iiazfrti and its Installation shall comply 09250-03 EXECl17 :UN n Weathers with sheet metal tynr screws, constitutes acceptance . All edgers and Pnds Of gypsum wallboarad silaII be rn r. with Chipt �•r !i4 of the State of Oregon Specialty Code. finish joint , rPfaradles. Of lnratfon an s cre moderate contact and where this rOndition is not met , either have wallbnar(1 A Applf,.aIIon 3 Thresholds: Sia %twit to watch threshold. contnet corrected or rouf;h tape OA8]0-02 PRODUCTS ninhg shallpe tip fid . Phillips head macht.tP ascrews with "Diamond" type 1 In g;rnera) , instal] rriling;. before walls . A] 1 drywall faste caulking anchors 1.14 - 20 min slzf marhine screws , A. Materials. } 2 Apply wit!( all edges and endo of wallboard in It. Finishing joints: Specified finishing' or topping compound moderate contact hetween abuttini; Pierer of hoard. for type ., w,+ Il Fir ceiling finish drywall is to recrivf• shop tee spread even Z NOTE;: All Pxterinr faRtPnluYs to tie stainless steel 1 . Clear glass „rnufartured by DPG, ' OF, AmerIran Stint , ly Over- alit, extend sliphtly hPynnd f111 coat nn a) 1 ,lofnts Fin.'-;h and 3 tO match finish ca! led for Gnhafn, Mississippi Glass co. , or Architect approved "R" ff•ather to smooth uniform finish . Over• ti Prcd edges , finish Dint st1i11 quality double strength to 12 sq. ft in area- 3/1F," 3 Where interior- angles receive joint treatment , apply < p g j Q wit by "floi:tinf II S' not protrude beyond plane Of .urfa(re Of willlhoard. G t Oti700-02 HINGES Heavy St1PPt to 42 nq ft . 1/4" polished plat e or float h" interior any,if• methnd, unless plass to 72. .q. ft trn)rss otherwlsP op( or shown or, prohibited by fire rrsirtivP conslru('( I(,tt rE•yulremr'nts C Fastener depressions treatment T.tp±ng of a11 -purpose compound C i Doors (Symbol AI ' Furnish io wlrlth ars rrrlulred by ~wing; noel trim 1'rn drawings . Where. drawings indicate tem erec� 0 p glass (Symbol nnplfr'(1 as flirt coat to fagtrner depress inns, f011ov.ed by minimum two additional ly jer.tion determined by formula Twice the Floor thJrknesg plus trim pprujr-crJnr' 1G1.) find at locations where glass I. within 16" of floor, 4 FasteFitnh drywall cants Fit finishing; nr tanning compound J . minus 1/2"; height 4 1 /2" ; 1 1/2 pair per door, rive knFinn n riRinl; line, or within 4 feet of n door, In the same plane, pro- (F„ ('� frill floating, q►a►nless steel 1p p U pin, button ti , ed, rnncPilP(I hearings vide Pitt.burgh "Her•culite" or Libby Owens -Ford "Tuf -Flex" (rt) . All Cypsum wallboard nail or screw app) fed [1. Patch and repair work damaged h • ofher trades ~ 1 ) rind remove �-- 1 F:xtt•rinr door with "Allen" bend stifn)t•RR stf•ei set srrnw. in barrel to mak— Fir sphr.; fiPd quality glass tempered to glvP 4 1/2 to 5 with fiE;tt•ninl;s not spared lrgg than a/8" not more equipment and debris from site at completion or work tins non rewnvable; Staple FRR 179, two ':eirin ' thin 1/3" frnn edges and ends Of perimeter of hoard W U W C [ Y, l„ r Pl ,(lir wPi f;ht t imps s!; ,•ngth of annealed rin.s of same thlr.knP.s I,y g W American Tempering, Co . of Ilnlun City, C;rllfornfa or by F. All painted surfar•PR of gypsum dt•ywal ] to receive smooth Y � ~ 08700-03 DOOR STOPS b SILENCERS "Safrgln2e" by Permiiglass of Torrence, Cnllfornla Per,- (b) Perimeter fastening; inti, p)ntr and sole Fit toll finish Prepare sample fnr_; ,roval t} Arcllttect H O manrntly mark each light with marker mark indicating; and bottom is r'equJred. Dnnr Stops (Sywhol S) . Verify wall consirurtion and flrnigh falstPninNs its glass fI6 tempered. F All gurfnr. s ,f exterior gyp-urn soffit hoard to receive it required !n 0870-01-6. Provide wall stops by H R fveq, Type 4n7 1 '211 Provide (c) . Nail. and screwy drIvf•n home with head. thin skim coat of jnIFit compnuOd to the entire hnar•d surface to ist ro e rtnnr allenrr,rq at all rotas, three per str'ikr Jamb, Gi nu-.JohnsoFiT• ,e f,4 nr Cr-, p v ` j Y ,l 1 . Glnzing Materials - All wntl'rlfils of calor which Is slightly below qurfs+rr or wallhoird rind in manner far;tener anti ,mint rnncPalment gray rubber type incongplrtious In completer) strurture, mfitrhing opening riot to fc ,c•ture fare paper Witt, fastener head. 08700-04 THRESHOLDS frame when standard matchinl! color is Rvallable. Screw4 dtJven with Plectri ' Ser'ewdriver; SE+:TION 09300 - CERAMIC TiLE Id) F'nstPnpr schedule for drywall on wand: 09300 O1 GENERA! f73 on i Glaring compounds for exterior gJigs ] lips :Thrr4ho Ids {Symhn 1 T► Gun glrnde.nne part silicone rubber .unl+l 1 ed with A Pt•ne•idr rrcnmlc t i 1P mater isle where -,r•hedt ed on dtiw•in;~'. Peer c; 1 lA, alrtwinrtw threshold 1 '2" x 4" Fit ant swinging rluurs manufacture's rrr,nmmrndrd primer. . Genera) ElPrtrg(• ( 1 ) Single ply• Hnri2Onta1 surfaces f,!Qten 1 Serle:. SCS )200•' or glow Cor•ninp" 7P.1 ' Fir ,lrrhitf r t ut f" o. c. Fit roil, qupl,t,rt ani rremt+er for, floors and wal 1:, . 08700-05 LACKS A DEVICES approved Vertical surfaceq 7" e c st intermrdiatf• Iorat Inn for s rrrh•. 09300-02 PRODUCTS LSP7 Latrhrs Sr.hiaCe gyne "fl" l,evnn Lrvr•r DPs1rn, 2-1/4" bar.ksrt complete with 11 ! [;1aziFiit Tanis F:xteriot Iitrs Pnlyisr, template box strike hu' N' lene butt•) , t ,R" '►,irk x depth r;hhet , r•Pinforred On wont! frames pnrt11ions , v!•rtlral inrt hnri2notnl , ,1 Ma!frl:tl�, Flur,t , walls and windnk siIF tiIt. Ti IP sPlrr ind Ire -shlmmr(! with •iyrithetic r•uhhE•r rod erntrred in woad fnrrinp,, wand framer/ ct•iIin't of tion its per interior rlPcor• package provided by Kftrhen F.qulpmeut Supplier. + jfrlRts or Lnc DeAdhoI t • Beg► Lock cn Prov i ref• rV l l r„tn�R for, inside and not rc i r1r of t ape , TremeO "44(1 (•r v•sh f mmerl" , Or Approved. susprn(ir•d wand framing a 1 um i num en t rano doors PACIFIC HWY., 11680 N Grout "i'P('n" Hydriwfnt grout , serif regiRtnnt , color els �. gDpgA_040g & SIT94-004 per- i nt et,i or decor packng;e Prov i did by K f t chin Pilo 1 limen t Supp 1 I er .. 1 33 OF 60 14 1994 MICBURLMED LMAWMI I�I-%ICHI�II � �l�II�I��(Il� !�I�I��ll�l Il�l�ltlllll� Illl!ll�lll�l Illllll�lllll � Illllll�lllll llllllll►lll) Illlllllillll�l � Illll�lllll�l IIi11 It �II•l�Il!l� !i�ilini�))i,liin uuln�i►�iulini�inil!ni !n!In!i nnlm! i!!il!ui !ii!lini !!!!lin!lii!!liu!Iiinluuluiil!r! tiiihl r 1 T 2 3 4 0"00-03 RXECUTiON I w., (:'; -ttr: Fluitt Applied EI4NI ,mere Will er•prnoflill, Hardware A! ! dor,rs shall toe erulppe•t Math conrealee —. �, :,;•e ,,f Kotk (P: lymerIzPd A, ryIIt F.ln%ineviic Coating) Apply in) low contro11ed {lrnvIty type hogi% t'poer and lower hinge brackets stall hr of A 191+1) Hall:lha(IN fi►•• ( eramrc ", Ie !not aIIisI rt,ti tool• n••:ri::forf urvr'zw rer•ommendat joins and pr-lntrd in::truc• heist treated high-tens!le cast aluminum alloy lop tinge pivot door bracket �. . 1 It is intended that toll finiRhrs tie painti-0 cot rn„ti tree tiertjour 0^1:R shall be rt•r.rssed 1100 ti,e edge of the door •ilruc:tUre. Honors hinge shall "�V��! I Concrete floors on grade, install with rpox} finished unless specifically Hated as unfintsheri support the weight of the door OperntInn of the door sha! 1 be contr0llec .1 � ., C (thin set method) . It,teric,r• asci 10(.1 toll Drywrtll (ill ) areas except as toy oppoe+ng cams under spring• •-Pnsiun mounted on fixed vertical pintle. v 09900 -02 PRODUCTS modified herein) . Ntnge shal! be, adjustable to prrmlt door to come to rest at any angle and to 2 Walls. Method W244.89 ;, Ifit el, or drywall where not Pct "Enamel " Miall rrcelvt• toe self Iuhrir:at !Fig. liner shall toe equipped with r.nnreaIPit latch with face - A. Material llig►,Pst Quallty product ko,ld,f Paint Co. , Miller two (?) coat.,, alkyd sowi-floss enamel Where scheduled mortised flush with edging strip and cast alloy chrome-plated coat hook - `- ANSI S 137. 1 -1980. Point ('o PPG 1►,:Iustrie.� Beiij Moore, Fuller, Amer Itone Paint , Sherman for "I%jItit , drywall shall receive two► (2) coats latex applIed with theft-proof scre►rs . Latch h01ts stialI be stairiIPutt -iter! and ' t WiIJam% and Glidden, or rfor approved. Samples ? paint . Ser Room Finish Schedule f.ir finishes . exposed escutcheon late and candle shall be +• C Cerawic Floor and Wal) tilos at restrnowt: to receive two P polished chrome-plated cast • !. _ alloy non ferrous metal . Provide on the pilaster one P piece heavy cant nan- (Z) coats of cleat' silicone grout sealer as required. to comp)�tely seal ( Icor 1 Substt drawdowns Of all paint rolnrs prnpnt:r•d 6 . Interior Wood, Aambs A Trim Plywncri Shelving a,•d ferrous alloy stop and keeper . Chrome plated and polished, with 3/4" diameter � and wall • l ;er and gratit for use on the work for approval (if blTie Is diameter rubber hamper locker( o;, place Stop and keeper shall be through a. One (1 ) rout primer and two (2) coats nil base bolted with one-way head bolts . 2 Paint 4 ' x 4 ' minimum sample of major colors ( I a enamel . SECTION 119500 - ACOt�STIi'AL CEILING SYSTEMS field c:Olor, ac( ents) on building iu,ri snrfrtr.rR to rrcrlt•e E. finish - Plastic Laminate color as selected by Architect . paI[It Obtain Arrhltect is approval p'•ior• to rent itilt trip 7 . Walls to receive vinyl wall covering to be see,led o 09500-01 GE!iEFAL with "Real,•r " Ihat will Not he detrimental ir, the F AppApprovedmnnuParturt,r 'v Kn!rkechnrker, eanl•Upetal , rC Mi\1n{, and Thinning adhrwivi, o� ' tor• m,,t (-T i,. Is heIill, i,{,{,lIvil Verify Mr• ise, (;inti:;; . Arrurate•, Clot . � a A Provide ac , ;.I ir;iI „ l,,, .,a .u. I,,•: '• � , ( , n .,t type prior to app) icattoils !r,-r►trrt,c ind..IraIed on drnwInC% i {'ro{•rirtary f'rn•fu�ts ;, . Mix and thin in s!rIvI aur•nrelaitre M ; tt, mann SECTION 010126 - SiGNAGF. A GFAPHICS w 1+Ctil(:"iFll) rW f f facturrr's printed directions sL'CT70N U:1950 - VINYL WA1WALLC(;Vi:RIN(� !H1101't( 09500-02 PRODUCTS 2 (Other materials C ® ` A. Materiels n MJx and thin to acrordanc•e• with standard 010426-01 GENERAL • practice, as approver'.. L JV ~ , 9950-01 GENERAL W m C a ' Acuust t( t I un i ► "arms t coni!" , �,►nsert a, 24" x .'4" x 1 Design, fatirlr;,te, inRrall and ser.urt, all necessary e, at )0catir.ns shown on :� � C Preparation of Surfaces approvals Provide vinyl wall covc•r• irtV ns shown on Drawings , "Finish the drawings and is specified herein approvals of interior and exterior building signaghn ! :1 '1" thick . %dlu�r•e-int tei;ul,rr 1.,y in file Schedule" and specified herein 1 Grnrra] - n. Put surfaces it; proper condition to receive paint H. H1dde•r stall pro••ide all dr,tw.ngs :curl engineerinl! required 2 . Vinyl units' "Jasro" white vinyl lay- in roiling Ano other finish Contractor responsible for defer- 09950-02 PRODUCTS for owner- approval , sr•curl11g %11;11 permits and for a complett_ and proper ln- 7,, , board 24"x48"x1.'2" thick with vinyl applied to the• i �e work from any ri:use, inr:ludin; unsuitable and stallation. ex osed face Improperly prepared surfaces .P ,1. 'taterials :I Suspendt,i rell ing system still! l he exposed grid %}•stem 2 Protect inn : . V1nyl waI l "OV("'i,Ig manufacture and style as per interior 010426-02 PRODUCTSwith components formed from commerrial gn,+) ity roId-ru] 1ed a Before applying: pa !io r,r other finish, rr•movr• decor schedule provided by Kitchen Equipment Supplier .Rt•'e1 , electro galvanl7ed Exposed finish shall he low• or provide adequate protection for hardware, plate%, A (nal►owa stg11age Provide durable, metal sfgn� 'nr toilet �sheen satin white The ceiling suspension systesc shall light fixtures , and similar items ; repIrc•e upon rooms ;,nd pnstin� of ;►lluwablr t.uildin�; desig-n ] r�r loads ( 09950-03 EXECUTION support the reilin , assemble shown nn dr-swings with n completion Re ove doors to paint hot trim edge. PP F' F B EKteric,r door Provide signage, marked w, th Interrii,t }onal maximus deflection of 1/360 of the spnoi Employ skilled aftsman fnr• removing and reinstal - A. installler manufacturers ling shove items Where p. fnt Js to he applied to I printed Instructions at locations Symbol of Access , at exterior of dont,. designated on the Door Schedule aft 1 Provide RPIAmir lateral bracing for suspended glass , clean glass thnrnugt.lp before painting. indicated on drawings . .accessible er,trnnce doors . arousf 'cal ceiling sysirm as per 17.8.0 requirements as C. Door, IdentIficattort 7 Toilet room, doors shall he identl 3. blond SECTION 09970 - PREFINISHED WALL PANE..S y , ted h the International Symbol of Arcessibilit lP 54 to shOwr on drawings :t. Sandpaper smooth, then dust off; seal sap and Inc:hesahove the. flonr. Mount this symbol on the will atthe latch side6ni W knots . After prime or stain coat has been applied, the door whereossible w 09500-03 EXECUTION , fill hnies an(' (,rocks with putty or p1%stir wood. 09985-01 GENERAL. P rr nlnnufarturer's printed instru(tinns , 4 7.inr Allo} and Galvani c-d Metal A Pi•nvI(IP prefinlstied wall panels as shown on drawings, . rn A Instal ] rolling p F •� , r pe,- (CISCA) , and ASTM 0636 rrrommendations at lncations shown on drawings a. Thoroughly clean A th surfare conditioner and Room Finish Schedule and specified herein. 010426-03 EXECUTION V prime with galvan., 7ed iron primer. H La}• !n 151;1:1 f{xtureq shall he supported by wire hanPPrs A Interior s1{;n::g!e: Past signs at locations as directed h}• � = 5 . Non-Galvanized Steel and iron 09986-02 PRODUCTS the Owner and In accordance with code requirements . , at Pach corner. a . Remove grease , rtist , Fcale and dirt . .•)urh up , damaged areas in shop coat Where shop con, is A. Preflnished panels to toe Mam rlitt, - Dinond Classir Series, SECTION 10:;20 - FIRE PROTF.0?!ON SPECIALTIES SEC'I!CN 09650 - RESILIENT FLOORING asphalt brise, appy one ( 1 ) r.oat polyvinyl aretate cnlnr as per interior decor parkagr provided by Kitchen Equipment Supplier. � :,sphalt sealer hefr,re applying finish coats herein 10520-01 GENERAL --, Z after specified �-- O , 0 1 LL 1. '• extinP"ishors jos rewired h•• ttv Fi , U nJ 1jJ 09850-0] GENERAL 09985-03 d LL 1 . Ire Marshall . 09906-03 EXECUTION ler manuf;:•turer•s rin(t,�a instruc•tinns at Verify exting;uisher types , L'. L ! /sting; requirements, extinguisher locations and Prov de resilient flor.ring work at locations shown on the drawinps and "Rona, A. install [ p mounting heights: with the Ffrt, Marshall . F'ro. idt, reressed fire extinguisher Q Q Finish schedule ' A Applicotfun of faint arid Finish ♦ locations indicated on drawings cabinet at loc�!t 'ans shown on the drawltps . Prm•ide portahle, surface mounted ��"�� ID ext irivuishers at other require(! locations ProVI(I( at rt,.,sories as required for 0 1 Workmans`•ip SECTION 09975 - FIBERGLAS REINFORCE( PANF,LS complete Installation. Provide portable fore extinl;ulshers . cabincts , incl ,--y Of 09650-02 PRODUCTS a Highest quality, performed by skilled rraftsman, � accessories by a single manufacturer . � � Q and in acrordance will, manufzctur•er's direction% . 09975-02 GENERAL, A . P.ubGer Bas- Parke ' s F l exro fir Arch i t rr' approved so;hst i - Spread material evenly. without runs or sags; sharp `1. `:ire extinguisher l o" 1 10ns shown n:: t ht• drawing % ore ti"h e rt t o � ! n tute, 6" high rubber Color as izclerted from mfnufartur is standard line liries against glass , other materials and different A. Pr"vidr Piheri!lns reinforcedpan, ls as shown 111 drawin{!s and approval by the Fire Marshall , J V J f— Shall meet requirements of Federal Spec SS W-40A, Type I . (Symbol P.11) coin s Vary r•olors of surcesslve coats slightly to Room Finish Schedule ane Sperifled herein . avo i d ,sk i pp rig Sandpaper exposed surfaces of door,, , frames and trim between runts. Allow ample time W Z x 09650-03 EXECUTION between rants f r.r t tint nug,h l y dry l nl, , 09975 02 PRODUCTS 10520--07- PRODUCTS i L) L) w �U A. l.a hasp sit d i reit elf h Art 1 t rc t and i n strict ar nrdanre ? Defect i ve Work w < W < z } ) Kemlite Fiberl!l;,5 Panel , Glashord R. .090 thickness , applic.,- A. Steel fire extinguisher cabinets , F',nhassty Series. Contemporary 1' >. 0 z o `er u ollsh ,r ter res trit-'s fens s,hate•,rai cause t inn river g;ypstiin !ioar•,i . Color ant style as per Interior decor, schedule provid- doer style (with partial light panel , plate glass) es manufactured h • ,I . NO 0 = `" o I with ranufacturPr' s printed instrurtlons a } ( � or � z ~ � � Rt,fi,ifsh at Cnntrrtrtnr's expense Rt,;.air work ed by Kitchen E�{uIpment Supplier F-quivalent FRF' panels manufactured by 'adustrles. Los ,1lgeles, CA. . P:ovictd optional Futuro+ "Fire" Hr:n(lle . Wz -C o zzau SECTION 09900 PAINTING damaged d"ring ronsti-mclion, )eave in first (lass MAr'lite F'ibetglas Pt-()du,-Is art, ar.reptahle substitutions . � 101 _ 0 -C condition Fit time of final arreptarice. 09900-01 GENERAL h. Where work is deemed to he defective by the 09975-03 EXECUTION A Provide pntng f aiind staining whirr• indtr:ctrd un rn dawigs Architect , the Contractor shall refinish Itie ,.rtrfarP 10520-03 EXECUTION as required until the deslred result is obtained. A. Install {:er m:Inuflrturvr-s print e(1 tnstrII, icons at locations A. Install per tnanufartUrer 's printed listi,urtiit:s ift locations 0 9. No finish requited on the 'ullnwing App) (catJon of materials sperifieif In this Section shown on drawings . approved by the Fire Marshall h Architect . Prepare recesses In wa'. ls for floe sIrriif.y ttie painting suhcontractor his. ncceptPd !tie extinguisher cabinets as rryuired by size cold type Of cabinet and style of trim W 1 ltvv% haying! n complete f:fctnry finish. Ruhstrate and guarantees the desired results . If in acrorde.nr.e with manes requict r d )Yp. size! insiructtons . defer, ivc work is ,judged to he product -based ,rohlem 2 Non ferrous met al� , unless ;need otherwlsr ' by� the paint Ing suhrontractor•, he shaII consu)t Itic SECTION :0155 - TOILET COMPARTMENTS 9. Check extinguist,er'>; for proper charge and operation. Remove and manrfactureris representwiI ve to nhtain a cure 0155 01 GF;NERAL. replace any damaged, defective or, undercharged units . C. Colors B. Finishing Schedule 1 . fire co 1 nr tirh,•du l e• erne i Bert by Ar( i' rt A . Prov!de !of 'et cum{,artments where !nd)cated or dr,.k•ings . 1 Genrri,l SECTION 10800 - TOILET ACCESSORIES Z n. Labels it . Cor-trnrinr .Shall nhtain Color Srhedile from B Provide chop drawing's to indirate siz', and arrangement 3 of r.ospart:nent% . Show all pilaster sizes and anchorage• details. Submit 10800-01 GENERAL Architect prier to paint nppliratlon � 1 bi-! Ive,• matrrials in original rnntalners , mall" shnp drawings per 0120-02, Shop Drawings Submittal Procedures . Cr) � A. Provide toi I •t rnom ,,rrrssnr ie% In toilet ionic% . . C facturer s labels ihrre?nn h. Wnrk sched"lea ;herein is in addItton to shnp roots specified 111 other Sections , O 10800-02 PRODUCTS IW +r F.. Meatht'r Conditions 10155-02 PRODUCTS r CZ r Symbols 11r finish schedule indicted material I- U I On no Wnrk out s J de dor i ng cl.cmp wei0 h••i , where t r•mi► and numb coals , A. fart i t i nil pane 1 s and doors shall he constructed of' a A. Paper t owe 1 dispenser : Recessed, m"1 t i fold d ,a er towe.l s, 1- — ot can s F;N/2C Indicated )at ex semi - paper v— r: ir-frjrns tinve gloss r e,el !n two coats . sar:dw, ch of 1!16" laminated plastic handed to a solid particle board r.ore, re>movahle stiflnless steel waste• container is locked into c-nbinet Receptacle eraturr is bolos 150 dP1;rePs F , r until ••— thnrnt:(;ttly dried from efforts of such ,ve.:thrr Maintain a 8" deep, with o r epi ,e laminate a �] ter. fir.t . F'In(shed thickness of ;.,: ) f 12 ,I, tl , ' xtenels 4" from spill Rnhr(rk 8-3944 Set in W U F pl parCitinn • eels and doors [ { crit o tem eratures and �.dequotr vt,,;tilation for iasidr' fs 1 . Doors to he re notched and recessed to accommodate concealed control Finish Stainless Steel proper P 2 Exterior Mets+) Donrs p �. 1- work Do no wnrk when du%, or J►►APrtR are prPsent led gravit , tvpe hinrPs. Where doors or pilasters are uotr.hvd and recessed R. Toilet paper, it. Exterior, hollow metal rinnrs and frames shall for harown, d ind ittIngs, the xposed core shrill be sea Aed against moIsttire holder • Surfare mounted r0 ti -roll , atafn F PrctPrffon and ClPar,inC receive two (2) coats alkyd semi gloss a►,amyl over Generally, partition sections and donrs shall he 4 ' - 10" high trim cove.- of less steel with sift in finish rtnhrirk R 'RA INA, polished stainles'; steel . - primo �:oat nr for:tory -finiyhr•d item!t I Protect adjacer;t work with drop cloths, , (,lend paint C (;rah har•; Pnhrirk , 116206. F1ars 1 -1/4" O.n Stainless 'i Ftxteiinr And Interior Metal Work !1. FtltinPs stiall he extruded heat-treated polished and stf'el tuhini;. with knorlod F;r ,p s,rrfare, :16" & 42" long. Cnnrr,fled mounting • „platters and stains from cnmpl�•trri surf:trrs � r. � . with tam ,rr• ,t•o11f sti: inlenx titre! set strews Locate �rrih bar's In a Exterior metal work nri d mechanir•al work nnod.7ed aluminum .►, 1,+1' Base o, pi .asters shnl l have a .1" high trim cover I i L accordance G intla�mable Materials exposed to view shall receive two (2) runts alkyd of polisl,erl stainless steel . with ANSi tie li!ht anti location sr ,,ridards, See 1)lans ' SHEET NQ 1 Take •xtrnrtrd`. ndtry rare to •,rrtPot fire keep ruhhlnt efml gloss Pnsfine) over prime fir factory-finish C Pilasters shall he constructed similarly to partition doth, and Wily ra{!a in • IEhtly t•inct,d metnl rnr,tainer� �,r ,itnels, except tht,y shall be 1 - ! •4•' finished thickness . Pilasters shn! 1 hr D soap n(Rpr•nser• • Surface m.-unted sn.-tp riispenRer Lnratr ',cstenert to floor t;it !r cnnrealed rusteninl!s n f! ' ,r, the wall Rn TIS to -Illow the ,:nnspd Soo to fill ! tntr 'sink , ret,;; keel•ir,l; rnsn•e froth building at elerzr of rarh d;,y's old•: t: pprnpriate to the floor nis,r . ' P , ..• h t;i,Jvanl7e'1 metal flnvhing% sh:il ) rerefer {?) clean-u, n! seep tri n mfr;imur• 1'e•�r if}� !nc•..tir.r, sorb Ow•r.rr N'., ' i rr• ,untrc'. t'. S SP8 i r;;,s R of acrylic rnr;me 1 over g;I l v 1 i e pr i mer Hnr nr M(,r1e 1 aF, f{ N.,tet Ili]'; lot M�►Jntrnr,nr•e 071 4 F'xter inr Cnn:•rc•tr Block to 1';tint Ipave on 11 ) r6al Ion of en( type Hari color of pain' a. First omit Masonry Plock Fi i 1Pr-, t Int ed tnwmrc! i' Apprr,ter! m ;r ufacto r • 's P'1111? i0• M► F ;to,r•y Prirker 1' s nn iti t e where directed I.'►hr, ear h rich f rpt pop i t 1 vF. Porn ffna! color . f donf i f J r•i,t 1 nn PACIFIC. HM., 11680 BUP94-0W' & SiT94-004t, 34 OF 60 1 41994 MICAbFILMED illlllll �l III did jIIN�l�jlll ! Illjfjl�l,lll Ijljljl�lll�l ;!Illll�lllll Ijljl,l+IIIi� Ijl�ljllljljl I Illlfllilllj! ( ljllljllllljl Illjll(Iljllljf Ijljiillllljl'I It F4 F Ijllll•illjlll m�liininilliin i�Iilniilii t�ltitillttt nnlnii unlnit ttttltttt 1011011 tlttltni rnit)iiltntlmtlnttlnn tuilutthntitttt Ill iliiiIII In Ill Ill 11111 11 h i r , 7 8 08700--10 - FINISH HARDWARE SCHEDULE 4 " Proving finish hardware for Hach dour to comply with requirements of Snrtione) Magnetic catches: Ives i325AF9 magnectir - S •( • Finish Hardware" set numbers indicated In poor Schedule and the following 10800-03 EXErl'TION catches in brown metal ) rr lacquer. For doors schedule of hardware sets: wrthuut cabinet locks (CRL) and for actives leaf of A. Install per manufacturer's printersinstructions at lora- dut.re with CHL. tions specified and indicated on drawings Hardware Net No. 1 - (For Door Nn. 9A) f) . Fastenings: All cabinet h.%rdware requiring H. Paper towel l►ispenser requiredin each "single water wood screws for fastening furnished with COARSE =' ! 1/? pr. Butts Stanley OFRR179 4 .1/2" X 4-1/2" NRP x (612) closet " toilet room. THREAD SCREWS (Sheet Metal Type "A") finish to match cabinet hardware. w. � �► heves La > i ch Schlage i)2SD RNA 2-3/4" x 10-025 x (62G) C. Grab bars an shown on drawings, °✓�A � 7`� g) • Provide all other hardwtlre U -y Lir shelf standards. I Dead Rult Dest A3T7K x STK with blank O/S x (62g) D Toilet paiper holder required for each %.;ter closet brackets, etc. , where Indicated. C1 1 CloserB. Fabrication: LCN 4040H Cl1SH X (689) Peephole H.B. Ives 6988 x (626) I . All parts machined for arrurstP fit and musembled With appropriate fastenings and adhesives to SECTION 11220 - K?Tt ifFN F.QI1J1'MENT b .;TAINLF.S" STFEI. result In A 1 Thresholdtrue•, �rluarr p1"wl, rind rigid anile . Pt�mko ]7]A x 48" x (628) 11220-01 GENERAL level , Iuh I►Imrrn!,rons: Verify dJmenasons of all cabinet 1 Sweep Pemko 315 CN x 48" 11 :111 st,,•Illrr,�, steel fahrirutrd items ;Incl kitr.hen equip lnr;tlir.nrl 1t) huildin , M t. be-fore lnbrirat tun. Fabrlriite merit :iry Owner furri;':Ilei) nlitl nwtler in�ialled with errelltltill of 1')l'I:ft']Cd: '•;11?IPet'; illirl fl,lllttr'1.1 ops f•'' sclil,l• til Vt•rtfy aims.t, • � I Weatherstrip Pemko 303AV x 4884 NlonN of wurk of nthel trridr•s I.u111 iutr, r.asrwf. 12 _w rind mechanical connections indicated in thusr xect ,ur►s of drawings and speclficatt 'rns. r!' . 3 S i l enreers Glynn ,Iohnl+on 84 + B a • 3. Scribe Piece: 3/4" ~ II. The Owner will furnishto the Contractor an eclt►ipmcnt lay- to 1" wide at sides of casework is � m Hardware Set No. 2: (For noors ]A, 1R, 1C, 14a d1 148) nut plan for coordination of plumbing and electrlctil connections; and physical units abutting, other materials. a size of equipment . a 5 Cylinders Co.* 4 . All ' exposed" vertical exterior surfac. s of case-work Y Best dirk finished with vertical surface high'Coordinate with aluminum door supplier for ' g ,�,•esstrrc plastic lami- nate where not behind doors or in dra4ers and with plastic SECTION 12310 - PREFABRICATED PLASTIC LAMINATE CASEWORK finish and type required. laminate backlog sheet elsewhere.All other hardware by aluminum door supplier: 12310-01 GENERAL 5. All of the following surfaces finished with cabinet 177 A. Provide. cabinet work as shown on drawings. :leer: Provide "Panic: hardware" at locations shown on a) . Interior "expnrsl•d surfaces" . none Schedule. Exit doors shall be openable b) . All s1lclves, on top and bottom of shelves. from the, inside without the use of a key or any A. Submittals SA c) . Suttoms of cases 4 ' -0" or more above floor. special knowledge or Hare p Manually operated 1 . Shop drawings: Submit detailed shop drawings, per d) • "Semi-exposed" portions of casework, except edge or eirrfare belts are pcohihtterf. dl,uttoms brick, facies of dui rs, underside ut Part 01200-02 Shop Drawings Submittal Procedures, for rawer approval and corrections before fabrication Provide Purlh/Pal) handles by "Tice industries", Architect 's al base cabinet tops, and ulterior of cases housing 1" diameter, 10" renter to center, pull $31 , of casework. Show materials, dimensions, electrical only drawers. bar #33 brushed chrome finish. Where items, fittings, hardware and other arcrssories and ed with backing s'1eet : panic hardware. provided nolt Pu6. All of fnll,rwiny, surfaces finish Push/Pull handles. locations for wiring runs. Locate sink centerlines for n guldance to other trades. Shaw con,x•ctions of cases to (I �- each other and to adjacent work, whether or not all ii) . Bark face of doors. '� :materials are furnished b ' • b) . Underside of base cabinet tops. I and show methods of Show joint c) . Interior of cases housing only drawers. � LLI Hardware Set No. 3: (For errors 11A A 12A) locations In counter tops and show methods of anchoring to :1uf.ding. 1 -1/2 Pair- Butts Stanley #FRH179 4 -1/2" x 4/12" x (651 ) 7. Bottom-- ,ind Partitions: FIakebnard, 3/4" thick fared r` 2. (tough-in Drawings: Provide four (4) sets of rough- with high Impact plastic on exposed edges and plastic t n I Lever Latch Schlage 1)40S RHO 2-3/4" x i0-025 x (625) in drawings promptly after award of contract for use by sheet materials noted above. Complete skeleton frames mechanical anti electrical subcontractors. Indicate under tops In base cabinets. I Closer LCN 1461 x (6A9) locations of sinks, sink trim, electrical outlets, path y for wiring, etc. A. Cabinet Ends: Flakeboard, 3, 4" thick. Pacp,� as noted R �--- i Kick Plate Tire indirst �•tes R3E 10" x 34" x (629) above. Exposed edges: Black high pressure plast c lamiri- I -T 3. Samples. Submit samples of laminated plastic cot - ate. I Wall Stor n In I U O I H.R. Ives 407 1/2B x (6a5) tertop covering and laminated plastic facing and barking 9. Fired and Adjustable Shelves: 3%4" Flakebnard -- � Z 4 Q material for color selection. Obtain approval before 3 Silencers Flynn Johnson 65 fabrication. Facings: Cabinet liner both sides. 10. Racks: U elf w HardwnrP Set No. 4: (For Door No. 1OA) 12310-02 PRODUCTS a) . Concealed Hack: Pref Inished hardboard of 1/4" Q thickness. 1 -1/2 Pr.RLtts Stanley #FRR179 4-1/2" x 4-1/2" x (651 ) A. Materials: C3Q b) . Exposed exterior back: Plywood, 3;4" thick I -D 1 ' Lever Lnrk Best 93K7R15D x S3 x (625) 1 . Vertical .iurftice High Pressure Plast.ir. Laminate .028" freed on exterior with vertical surface high pres- Q or .035" thick of "Textured" Textolite, "Suede" Formica suer Plastic Laminate and on interior with ]sail - 1 Kick Plate Tice industries B3E 10" x 34" x (62f or "Velvet" Wilson Art , of one ;been, one manufacture, and nate noted above. ' of any stan;iard wood grain pattern selected by Architect , 11 . Cabinet floors : 1 Wall Stop H.B. Ives 407 1/2B x (6213) same wood grain pattern throughout project. J g a) . Sia" think doors: High pressure vertical surface 3 Silencers Glynn Johnson 65 2. Colored High Pressure Laminate Backing Sheet : Plastic laminate factory honded to exterior of Mont)- w r i J U U �' rt) Neutral color, .0.35" thick, matte finish. lithic flakrLonrd with cabinet liner hacking, sheet on s Z J ? lu J illsirir facie Hinck high pressutP plastic laminate � zi UJI Hardware Set Nn.S c 3. Cnh i net Liner•: Formfcr, Cabinet L J ner Grade -72•, self vdvi,N on All edgtes of hinged doors , �. Z z e-7 O y y o ( or nnors 15A dr 15B) 9.020" ti;Jrk, in one color throughout project as selected A0 3t rt Q 1-1/2 Pr. Butts Stanley sFR8179 4-1/2" x 4-1/2" NRP x (652) from four• (4 ) standard Formica Cabinet Liner colors. 12. Standard:, FiakebaArd or Plywood, 3;4" think, high W ¢z Q Z 2 c o impart p I as t 1 r pdres > goo c ki. o ` < _ i Lever Lock Best 93K7D15d x S3 x (626) 1 . Countertop and eacksplash High• Pressur•! pja.%tIc ! amir,- F ate. : Where tinted on drawings by Symbol PC, and In addition. 13. Drawers : Fronts , flakebonrd, far.tri With vert ica.1 M I Flush holt N.B. Ives 458 x 12" x (626) 4 where no countertop and/or barksplasl1 is noted on interior surface plastic lbarked with barkewith rahirel Iiner, except z elevntion.1 , countertops and backspalshe�.s 1/16" thick file drawer fronts of plywood. Self edces, top and sites, C I '"hreshold Pemko t71A x 72" black !ril,h pressure N "Text Textolitr, "Suedes" Formica, n. "Velvet '' Wilson plant :c )Aminate. Fronts 3/4" thick . Wilson Art . Color• !n any one room will be same, Color as Sides and backs plywood, 1/2" think, faced both sides with 1 Sweep Pemko 315CN x 36" serler.ted from standard patterns or solid colors of oar• cabinet liner. Sid's and back ediles with high Impact manufacture' plastic•, black color. Sides dove-tailed into front . I Weatherstrip Pemko 303AV x "284 baclor tenoned into sJdrrl . Aottomretf iti. h r p n d hardbnnrd, r1 . PJywnc►(I: Inter'or Grade J3--H or better, Douglas Fir. houses into front sides and bAck, glued and stapled. 3 Silencers Glynn Johnson 64 Inside lip of drawer fronts fitted with silencers . All s per P.X. 1-66, 3/4" think, unless otherwise show,,, 111gti •• .frnwet•s mounted on specified roller guides , density nvc;laid where used for base cabinet tops. Hardware Set . Net 6; (For Onnrs AA & A^.) 14 . Countertops : High pressure plastIv lominate, counter- ' 6 . Flakebonrd: Density: 43 lbs. per cubic foot . top material , with matching exposed edges factory bonded to 1-1/2 fr. Butts Stanley #FRB179 4-1/2" x 4-1/2" x (631 ) Moisture content : 8% less maximum warp in 48" : 0.0n4" overlaid plywood. Provide- continuous tops for counter type per foot . cabinets fixed fon a IIlie . 1 Lncksr!t Schlage 0170 x (625) Provide backspinshes where shown and in addition, C 7. Preftnished Hardboard: Pigmented factor provide C Y preflnish- end splashes where harksplashes are shown. .. 0 1 set Magnetir ed wood fiber hardboard, 1/4" thick. Oil impregnated to W resist moisture absorption. ej Catrherl � � 12310-03 EXECUTION ILM9 3 Silencer Glynn inttnson 65 8. HighImpact Vinyl Plastic Edges: Extruded barbed. ter. shape. size to suit meiterial thickness. !Ise fur A. Installation:edges on shelves, partitions, behinddoors, and drawer bodies, black color. Workman factory trailedJourneyman. authorized by manufacturer. 9. Hardware and Miscellaneous : 2. Set casework accurately In plare, level , scribe and a) . Hinges: Typical on casework, :National Lack, 2 secure to floor or walls . Provie1v connecting and at- x 3-5/8" or 2-1/2" x 3-5/8" No 5R-�11 or 58-i8O- taching devices, closures and trim members requires. 19 FNM-302, blank. On swinging doors: Lhictfgo 6017M- PPA4 RB, bronze, w/F-10 finish. 3. Cut irll holes In cabinets nid tops to receive elec- 17S NUT ma trical and mechanical outlets, trim and sinks. Make cut - b) . Pulls for doors anal drawers: National Lock outs with rounded corners to prevent laminate cracking. No. 61-821 , black color. 4. Scribe tops, backsplashPs and erd splashes to Adjoin- c: l . Poller guides for drawrrm: Ing vertical surfaces . 1J . Typ!cn) drawers: Grant No 3,ir, or Knapt. Mpg h Vogt Ne-' 1300• H. Ad,)ust ins: Adjust moving parts to operate prrfef•t )y Shall,•:,• drawers : Grant No. 30F • C.. ClranIn : LvavP surfaces clean and free from defects . �- PACIf IG H'J�f'i . 11680 d) Adjtlstarblc shelf clips: Knape b Vogt . 34P,. Sege Set:tIon 0140 Cleanings Up and CustodiAI Servicra for c:Plin- SI794-0040 i SUP94-WA 8 -J.- Ing called for . sy of rP 2 4 X994 MICAb.. LM ED I!�!I �!I!�� I� �I ra0404 11 1 -1 �Iiliii;ii>>iL I� tan M w IIIIIIIIIIIfIIllll) IIIIIIIIl1111f�Iliillillllllllllllll11i iiillllll illllll{i IIIA{IIIIIIIII{1111111!IIIIIIIIIIIIIIIIIIIIIIIII ullllllll{n{i{u{I{illlf{u!ulll!nflnul{nl!Iniinn!fl!Ilinlinnlnn {nilnll!nnlnn�nllllnl!Inllnn!Inliuliirinn!Illllull!lnlll!Il�llfllllrll!I �I J3. —NOTES THIS SHEET Q _� ------------------ ------- mwwwaw� -� C„ ,13-199 1 GAS MSUR METER WITH 2 LB DELIVERY PRESSURE. PROVIDE MAIN SHUT--OFF PRD I VALVE , UNION, DIRT LEG WITH CLEAN OUT CAP, AND PAINT EXPOSED PIPING. COORDINATE WITH SERVING UTILITY PRIOR TO ANY ROUGH-IN. �� P ��,�� ,�t ��,� i �a1Mt�, 520 . 1 CFH TOTAL BUILDING LOAD. 1 ! ; ♦ 9 a rot 2 LOCATE FD2 TIGHT TO FREEZER WITH FUNNEL PARAI LEL TO FREEZER WALL . �� lsop PROVIDE CONDENSATE DRAIN, RAYCHEM XL TRACE TYPE 'A» (3XL) 15 AME' HEAT 69 �” d e hC �_ TRACE SYSTEM AND PIPE INSULATION, ROUTE DRAIN TO OVER FD2 AS REQUIRE[?. (� ------ ------- - -------------_---------- --- ------- -------_-._ S � ' Tm� L 3 LOCATE FD2 TIGHT 0 REFRIGERATOR WITH FUNNEL PARALLEL TOO REFRIGERATOR WALL , PROVIDE CONDENSATE DRAIN AND PIPE INSULATION. ROUTE DRAIN TO OVER FD2 AS REQUIRED, 4 FLOOR SINK FOR � COMPARTMENTS OF 3 COMPARTMENT SINK AND FOR I ---- -- ---- - p ---_ __------_--__- _ _._------------_____---•-___-_-_ HBI I TRAYWASHER• ROUTE DRAINSJO OVER FLOOR SINK AS REQUIRED. co ST 5 FLOOR SIM( FOR ISLAND. ROUTE AND INSULATE DRAINS TO OVER FLOOR , - 00 SINK AS REQU I RED. 3c, VE--UPI __jc.� �-- S R 1 , 6 FLOOR SINK FOR SHAKE; SOFr SERVE MACHINE AND SODA COUNTER. I `✓ 9 6 BP? v I I ( _ I -� ! I 44000 3 ROUTE CRA I NS FROM APPROPRIATE EQUIPMENT TO OVER FLOOR SINK AS REQU I.QED. 1 I �M2 ------ I3/ "CW �22 FD2 3 W ! r er sT----- DS _ 8 �. PR 110 7 FLOOR SIM( FOR SELF SERVE AREA, ROUTE DRAINS FROM APPROPRIATE j --- — �.-= _--__ ` i DN_._ -- _ -- ------- ------- -- ----- \ I-__ T— I L zG _ �p EQU I PMENT TO OVER FLOOR SINK AS REQUIRED. aP z _ 8 ROUTE 3/44 CW nr%% IN WAL! PROVIDE SHUT-OFF BALL F - I - -- ( - _ SI I _ I WALK-I N I i I - > I I FREEZER VALVES .%NU MAKE 1/2" CN CONNECT I ON TO SODA I I -- �C 6 L -� __-_.- L-.�I -- �, 7 SODA DISPENSER(S) AND OTHER APPROPRIATE EQUIPMENT I _-_ � -_ - I 8 ----- 1 S IN SELF SERVE AREA, TEE 1/2 CW THROUGH WALL AT �` . M2 FS2 , M2 I • PENETRATION FOR SODA LINES, MAKE 1 j 2 CW CONNECTIONS I TY g WCO USA TO SODA DISPENSER AND OTHER APPROPRIATE EQUIPMENT l r n I CM2 7 FSI 1 1 2"V R I f. AT SODA COUNTER,ER,c ROUTE AND SUPPORT PIPING T I GHT TO 1 / �-�-�� 2"VN l �t •: WAC. I N CABINET SPACES, AS REQUIRED, RED, 9 PP2 WHEN REQUIRED BY GOVERNING AUTHORITIES. MOUNT IN - - , I � `731w/64 NIIIIIIIIII MEN Ch31NET SPACE TIGHT TO WALL WITH EASY ACCESSIBILITY. I I I IAF_ I 3 7HV , T I / 1 ROUTE CATCH PAN DRAIN TO OVER NEARBY FLOOR Srl NK, I I 3 FD2 I I K?'� �� AS REQUIRED. I __ 2 _ I � ' 10 PRCV I DE SHUT-OFF BALL `/ACNE AND ROUTE 3/4' HW FROM j G-- -- - — G— - - G �FD3 I �` L� ' PRI TO UNDERCOUNTER TRAY WASHER AS REQU I RED, I I =_ „ TALK-! I \/ O i----- 3 4 G i REFS I GE"'.ATO /\ ! - - =�- ----- 3 L--v---T----,'-1--- �— f:.. I i NOT USED. I ! -__ 1 I PREQI � � I CO (/, BPI N R T 1 ' ---1- M W 12 B WHET REQUIRED RED BY GOVERNING NG AUTHOR I ; !ES, MOUNT HIGH 1 I _ _ _-� ! \ I 19 2 1 1 }) I I 1 2 1 \\// I I STORA E I 5 TY . - _ �-- AND T I GH. TO WALL •M i TH FUNtJEL DRAIN TIGHT TO WAIL AND ! KITCHEN 1 yyi-{ ! DOWN TO OVER FD2. PROVIDEE CW SERVICE SHUT---OFF VALVE 1 I DINING WAITING �, SALES i MI /\ I ! M2 I 1 Z AT THIS LOCATION WHEN BPI IS NOT REUIRED� INSTALLED. I / \ I O r 3/4 1.-- 1 18 \ I I /4 b CW �. 1 C� 13 PROVIDE SHUT-OFF BALL VALVE AND 1;'2" CW CONNECTION TO _ V J w WATER FILTER FOR ICE MACHINE, TEE FROM FILTER TO EACH I !M I 1 i �L7FDLI „ - 1 _ t - � i l HO OUTDOOR I 1 U ry O «, OF TWO ICE MAKING HEADS AS REQUIRED, PROVIDE SHUT-OFF l ; 3�4 "��W I Q •� BALL VALVES FOR EACH ICE MAKING HEAD, I ~- LI ' I 2 "�� STORAGE n M2 - , I I 1 I l__L � 0 I WOMEN FD2 14 ' I 1 ! I � 14 FLOOR DRAIN FOR ICE MACHINE AND BINS. i I — —� F , < 1 1 1 Q 15 PLUMBING CONNECTIONS FOR WASHER PORTION OF I I -'f T ' <13 I I - — - t Cn v 1 WASHER/DRYER COMBINATION. CONNECT AS REQUIRED, I �� FFIC _ � I —� 1 1 /2 C I 1 16 FOR FREEZE PROTECTION OF H82 ON ROOF: PROVIDE SHUT l --- ---- -� -- 1 1 OFF AND DRAIN DOWN VALVES AND 3/4- CW LINE UP AND 2 CW , cn OVER TO HB2 ON ROOF , SLOPE CW PIPE TO HB2 AT I/8" PER I 10 = j— I 1 O FOOT M 1141 Ml1M' TO ALLOW DRAIN DOWN. DRAIN DOWN TO OVER MSI , I I - - 1 � � ,- --�-� -i - ,---- I AWI 15 COORDINATE MOUNTING LOCATION OF VALVES WITH OWNER. I - T I ► MSI ! 1 > � 4 W " l w 17 GAS UP T 0 ACI , 270 MBH INPUT, VERIFY EXACT LOCATION PRIOR TO ANY — - „ „ N I�2 ID ROUGH-IN. ` 1 - 2 ! 2 'V • „ 4»W. _� I RDI 4 W— 4 "VTR MEN 3/4 HW 3» W 18 GAS UP TO AC2, 175 MBH INPUT. VERIFY EXACT LOCATION PRIOR TO ANY ROUGH-IN. „CW I •j. 19 COORDINATE MOUNTING LOCAT!ON OF CIRC. PUMP ( IN ( ILING SPACE) AND TIME 1 WC CLOCK WITH OWNER, PROVIDE ALL NECESSARY COMPONENTS FOR TIME CLOCK I �4 - -- --- --- - - - -- - -- ------- ��' I � N OPERATION OF CPI , CONNECT COMPLETE AS REU I RED, HROGRAM FOR HOURS OF j �` -��- ___.: -- - l 1 RESTAURANT GPERAT I ON. I �` ST- - �-- / S�-----�- 1 DS /_-2 L I 20 w l `` g 20 FROM DOWNSPOUT EXTEND STORM PIPING TO 5 FEET BF 'OND BUILDING LINE. I 21 M2 - ` 21 4� I I > 1 8 o SEE CIVIL/SITE DRAWINGS. I - ' I --- I I 2 CW 1 I 21 4' RAIN DRAIN FROM RD! TO DOWNSPOUT, 3" GUTTER DRAIN DROM GUTTER OUTLET 1 FDI — III SERV I CE I TO COWtJSPOUT, CONNECT AS REQJIRED, SEE ARCHITECTURAL DRAWINGS, I r HBI i I } 22 3" GUTTER DRAIN FROM GUTTER OUTLET TO DOWNSPOUT, CONNECT AS REuuIRED. L SEE ARCHITECTURAL DRAWINGS. L-- -- - - - - - - - - - - - - ---� --- ------------------------ ----- --_- _ _---- --------- ------ -- -- -- - ------------ Y 23 FDI IN FLOOR UNDERNEATH 1- 1 . CONNECT FDI VENT TO LI VENT i j 3 -� 16 4 ON BPI - 6 AS REQUIRED ,I REU • -- - ! I M2 HB2 ROOF - M2 Z !' I 24 ROUTE CW RISER UP INTERIOR CORNER OF BUILDING , - sr-- }� 1 2� 20_ v-_ I - ST_� L "2J I JCI% ME o 25 AREA DRAIN IN TRASH AREA , VERIFY EXACT LOCATION WITH ARCHITECTURAL DRAWINGS . ROUTE TO STORM DRAIN SYSTEM- PIPING LEGEND PLUMEiNG !l - : I ~ J NOT BY MECHANICAL . I - �l _ - ------ — - --- -- --- - -- LL 1 PLUMB LLI _---__- ___ - -- _ -----__ - _- VENT TO 1 P L- U M B I [,\] C'7 F i_ 00 R PLAN ._._.--____-- —--- -- — ----- _-- SANITARY WASTE BELOW GRADE W _ _ _ _ _ _ PRESSURE REDUCING------� VENT V ..------- V ------------- STATION (PRS) ATMOSPHERE _ -- ----_� ._ - ----- ---- -- _r 0 I `NI , VENT BELOW GRADE v ------ r- V -----,L------- GAS PIPE TO--'-' O--' _ -- SEALANT \ M I ! /4��= I ' 0 " COLD WATER CW -------------_.-------_____ I UNIT. -_ ---- - - � - STACK FLASHING FITTING �--� GENERAL NOTES , COLD WATER BcLOW GRADE CW -------�-- --"----------�--- COUNTER FLASHING --__ JOSAM 26440 SERIES VERIFY EXACT LOCATION AND CONNECTION HOT WATER f�N —___._____..-___._.______— BY ROOFER w/ THREADED CONK. 0 4 8 REQUIREMENTS OF KITCHEN EQUIPMENT INDIRECT DRAIN ID I D ROOF ! -- VENT STACK FLASHING 08 :08 AND FIXTURES WITH KITCHEN EQUIPMENT GAS G —_ G __.___.— __—_____.__ � e COLLAR - PLOT DATE 07/13/94 � SHEET NO . --- SUPPLIER PRIOR 0ROUGH-IN , RA I NDRA I N ABOVE GRADE) RD ------ --- RD-- -- --- ---.---.--------. --..-.--- --- -- -- -- .--.- SCALE IN FEET This document is a copy of the 2 INSTALL S . S . OR CHROME ESCUTCHEON STORM DRA I N ST --- - ---- ST ------ '� ° °� Ithe original document. The originall , I ,, - -- ---- --- ------- --------- ----� I document is on file at AScVjQ.enc, PLATES FOR ALL. WATER LINE PENETRAT I ONS ' GUTTER DRAIN „D -- ---- --- GD ----- - / '1111b M TO EQUIPMENT AND FIXTURES INCLUDING CONCRETE SEWER PIPE CSP C� ?2C ROOF SYSTEM SEE BRACING AS REQUIRED 1� • CAST IRON CI --- - _.._ ----- ---- -- - COUNTER TOPS AND BACK SPLASHES . ARCH. DRAIAINGS. FOR PIPE SUPPORT, 4120 sE ;K, r;owu WAY I ' DRAW I hGS FOR ICLEAN OUT TO GRADE COT SUI ,v,i 3 SEE CIV �/SITE PLUMBING WALL CLEAN OUT WCO �� GAS PIPE THRU RQOF , _ �,M, R 222 (3 0 3 ) 6512-9654 CONTINUATION 5 FEE BEYOND BUILDING LINE , I OVERFLOW ROOF DRAIN ORD IV� I NO SCALE GASPTR 1/4 F 4121 PACIFIC HWY., 11880 SUP94-0008 8 SIT94-0040 :Y8 OF 80 MlCit!4LMED !I!I111111 iIMMll �1 111111101t 0 11Ii IIIIIIIIIII I IIijillilllli 11IIIIiIIIIII 111111i1lllll Ililll!jilll! I IIIIIIIIII111 I Ill111111111l IIIIIII1111111 111114111,Jill 11 III - VIII!Illllllllllll lllllllli!Il�llllllllllll lllllllll IIIIIIIII IIIIIIIII IIIIIIIIIII111111llllllllllllllllllllllllllllllil lllllllllll!IIIIIIIIIIIlls►illll!Ilill!III1111111111111111�111111111 111111111 1111111111111111111111111111IIIII111111If11111111111111111111111111! IIIlllllllllflllllllllll 9A. ANC I aXc KS CHECK VALVE; GAS PLUMBING CONNECTION SCHEDULE P. VENT �-_ ---FAUCETS TILE COVER fi SYMBOL I FIXTURE W V : CW 140 F REMARKS ` -- -----__ ------_ - ----•- ---_ ___.._. - _ ---- _ _.- -- -- — . ----- - _ HW off. - - - - -- -- ----- -------- --- ------------..r.._.--- { ►HWR -- _ _ - �,. WCI-r� WATER CLOSET - � 1 `F— 2 72 -- - FLUSH VALVE, FLOOR MOUNT , I ♦�' *�. `'may STOPS `� AMERICAN STANDARD CADET r 17° H EL 1 .6/F`✓ #304; . 102 , t q- I SEAT. ��o b + LI #• LAVATORY 2 1 1MOUNT , CONCRETE /2 I/2 I12 COUNTER AMER I CAN STANDARD y f PAVING I RONDALYN #0491 , 0! 9, MOEN ; 8425 S L =`g 11 SUPPLY i-- H 1 -+ SINGLE HANDLE FAUCET WITH GRID --- -----��, ----� ►IMV CIRC PtW UNION, TYP-�- _ _ �� I STRAINER AN 0 , 5 GPM ROSETTA T BALL VALVE, TYF, _ ! AERATOR , SEE DETAIL 2/M2 FOR ' -A_ _ fill- ' ADDITIONAL EQUIPMENT. PROVIDE I --- THERMOMETER 'III=I I - -=I 11= BUCKAROOS TRAP GUARD (HANDICAP i Q II CODEPRESSRELIEF DVAE ERATt1RE I _A� f SEE PLAN FOR SIZE I �- -III— hI I 1=1 �r _ PROTECTION) KIT. -� c� VALVE I �,� CLEANOUT _I I �_-III I L2 LAVATORY 2 1 1/2 1/2 1/2 AMERICAN STANDARD LUCERNE x I j WATER -� ADJUST TEMP. (MAX. 110 DEG.) BOX / CAST IRON PIPE #0355 , 012 012 WALL HUNG WITH I 4J I HLA-TER GAS COCK W/ THESE BALANCING VALVES I �. PIPE RELIEF VALVE Fb4_t- - - j ! I _._._ C _- FURNISHED WITH i CONCEALED ARMS, MOEN #8425 = 3 S i ZE TO OVER FLOOR L i I CLEANOUT BOX SINGLE HANDLE FAUCET WITH GRID oc PRESSURE REG. VALVE ! PRECISION PLUMBING CLEANOUT __ I w DRAIN. SUPPORT PIPE i � / TO STD. PRESS. VENT STRAINER AND 2 . 0 MAX �-PM AERA 70R NDEPENOENTLY OF / , PRODUCTS INC.. PLUG I I I RELIEF VALVE I ./ TO OUTSIDE TEMPERA VALVE PROVIDE TWO (ADD I T I I ONAI_) LEG CAST IRON PIPE DRIP LEG, FULL SIZE I I I SUPPORTS AS REQUIRED FOR � z I I WITH C.0. CAP ( i I ADDITIONAL SUPPORT-SUBMIT _ I � DETAILED SHOP DRAW i NG. SI 3-COMPARTMENT ID - c "� �-- ---- HOSE BIBS DRAIN �_�_`` I (2 EA, ) (2 EA,. ) SINK AND FAUCETS NOT BY I _ CJNNECTION I I _ _ ` 3 DR 1 VE ^SAY OR SIDEWALK_ _ CLEANOUT I SINK O -- — _ !_ — —_ �______ I 1/2 1/2 MECHANICAL , MECHANICAL U5 /� FLOOR--JI --- 1'�- SIOPS FOR M2 T NO SCALE _ DROSCO 1/4 — I CONTRACTOR TG INSTALL r-t i SERVICING I COMPLETE , COORU!NA.TE WITH � FOR WATER HEATER INSTALLED ABOVE A �✓q�� KITCHEN 5L'PPL I ER. FINISHED FLOOR SPACE, PROVIDE APPROVED WATERTIGHT DRAIN PAN. RUN DRAIN PIPEL MSI MOP SINK. I 3 I I TO OVER FLOOR DRAIN /2 3/4 3/4 FIAT MOUEL MSB-2424 CHICAGO - H.w, C.W. I #897 FAUCET WITH VACUUM i WATER HEATER DETAIL Lam. MI X I NG VALVE BALL VALVE, TYP. -BACKFLOW PREVENTER ! BREAKER, WALL BRACE, PAIL �' VALVE ASSEMBLY I I HOOK,, AND 3/4 HOSE THREAD, M2 NO SCALE - �7 NO SCALE MIXVALVE 1/8 I I PROVIDE !NSTALL MOP HANGER. - - WH1 GAS WATER (� - - - I - STATE 510E#PRV-75-NRRT-F , r- PARAPET 75 GAL CAPACITY 75 . 1 MBF' FLANGE � ui� _.__. -_- __�__ -__ HEATER I NPl1T . 76 GPH r�ECOVERY AT � I' �� NOT y REQUIRED BYALLPRV , BLOCKING WITH --�, -� 90 F TEMP RISE, SET FOR 140 F . I � VERIFY WITH PRV �� N82� PIPE RESTRAINT GAS -- ^I SEE PLANS GAP n -� ,� SEE PLANS �I SUPPLY � - GAS PRESSURE REGULATOR VALVE J�'�� CPI I CIRC. PUMP FOR SIZE �fi�'�--------�- - BELL & GOSSETT MODEL LR-206F ROOF. 2 PSI I (PRV) FROM 2 PSI To 7" W.C. o �__ - ------- 4„ FOR SIZE (HOT NATER) BRONZE CONSTRUCTION, 5 GPM _ I I NOT REQUIRED AT ALL LOCATIONS =_- -- -' --- ] - @ 10 FT HEAD, 1120 HP 115 .Z I VERIFY WITH EQUIPMENT ' -�---- - - --_-- - 1c" MIN. ( / ' GAS \ I FLOOR I I VOLT . PARAGON EC 7000-120 CEILING H82 CSV SUPPLY VALVE \ \ 7 DAY PROGRAMMABLE TIME > L� ! ..FILING �� VALVE I \ - \ ----------�--t-- -1- SrHCE I DRAIN-__ -- _ ICLOCK, L1-- \ S I ZE 120 \\ d �-- FUNNEL I GTI GREASE 3 1 1/2 - - I JR SMITH #8225 WITH EXTENSION \ - \ TRAP I RINGS AS REQUIRED. 25 GPM, SOLE. �� D FOR SEE OW i —H82 DRAIN DOWN I ✓ GAS FIRED \ ~ `------________________L._ STORAGE. PROVIDE LOCKABLE OR � VALVE FOR FREEZE EQUIPMENT SUPPORT I ND I kECT DRAIN PIPE AS REQUIRED. TAMPER PROOF COVER. �� Q PROTECTION ROUTE TO OVER DRAIN, SEE FLOOR PLAN. — _ < —� FDI FLOOR DRAIN 2 1 1/2 PRIME JR SMITH 2.005-A ROUND TOP (,� (� 1 ' 1111111_.L�' ------ A, CW IN WAL CW SUPPLY AND DRAIN 1 WHERE APPROPRIATE (LIMITED SPACE) DEVICE SIZE I KAP SIZE I FD2 I FLOOR DRAIN 2 1 I;2 PRIME - JR SMITH 2005-A WITH JR SMITH INCH ! MSI FAUCET-, A 16 ga. GALVANIZED CATCH PAN WITH E�— INCHES INCHE� 3590 FUNNEL, T DRAIN LINE (SEE DASHED) MAY BE 3/4 - I I/4 2 I I z I I/2, 2 z 3/4 I FD3 FLOOR DRAIN 1 3 1 1/2 I PRIME - SAME AS FD2 O INDIRECT I UNION, TYP. SUBSTITUTED FOR THE FUNNEL ! 2 1/2 - I O 5 3/4 2 1 - , DRAINI — —------------ -- ----- �---- --J - -------- ----_____ LS -- GIRT LEG I FS 1 I FLOOR SINK I 2 1 1/2 I PRIME - JP, SMITH FIO 3100, 3/4 GRATE ,FULL SIZE N I ! WITH CLEAN I r - I I PORCELAIN ENAMEL INTERIOR, L j I i REDUCED PRESSURE REQUIRED OUT CAP �_ L _ __ S RE BACKFLOW PREVENTER I DOME STRAINER . 1 1 AIR GAP NO SCALE REDPRES3 1/8 FS2 FLOOR SINK 3 2 PRIME - JR SMITH FIG 3160, :�/4 G.:ATE , �T I ** WHEN REQUIRED BY GOVERNING AUTHORITIES *« i PORCELAIN ENAMEL. INTERIOR, � DOME STRAINER w _ ; _ z �� HOSE B BB ROOF TYP_I CAL GAS CONNECT 10`1 Q o = g z T--7- _ -=_-- -_ - AD I AREA DRAIN 4 I - - - JR SMITH2142vii W W NO SCALE GASCON3 1/4 1 I -+ z _ J 41 2 NO SCALE ROOFHB 1/4 `�M2;� 1 i � _ � RDI ROOF DRAIN JR SMITH #IUIO, SEE PLANS I Cr Z z v INDIRECT WASTE FOR SIZE I O - FROM SINKS VENT VENT REMOVABL ' ---INDIRECT WASTE/CONDENSATE HBI HOSE B I BB I -- -� 3/4 - JR SMITH FIG 5610 WITH VACUUM IN WALL IN WALL I GRATE FROM EQUIPMENT i BREAKER AND REMOVABLE I Y 1 i--3 COMPARTMENT SINK I ACCESSIBLE i - CUT PIPE AT 45' I °T" HANDLE , NON-FREEZE TYPE, m I FLOW CONTROL FLOOR - f - REQUIRED I I H62 HOST B I BB --1 U f I I AIR GAP FLOOR - ----- REQUIRED -' — 3/4 - CHICAGO #998 OUTSIDE SILL - -c VENT OVER TO --- L ---- --- AIR KAP (ROOF) FAUCET, Fes- ' d WALL AND UP Lij I _ -- --- -. . - -- _ AW I 2 2 /2 C� U � __ 1 WASHING j I I/2 GUY GREY #FBB-200TS TOP I _ I MACHINE CONN. SUPPLY w 1----- j , I GREASE TRAP W/- BPI BACKFI - - - M'- z EXTENSION RINGS _ I OW ONLY WHF�J REQU I QED BY GOVERN N _ m I AS REQUIRED \ I L_l _ PREVENTER AUTHORITIES . SFE PLANS FOR SIZE, ~' FLOUR I I - S2 F S1 BP2 BACKFLOW - - - SAME AS BPI w -• _ 1 - C.0. - — PREVENTER i w a_ w .7r- FLOOR Q —FLOOR SINK --- �, — 8FLOOR S 1 ivf�� _ _ PRI PRESSURE - - - / i K" C) S 3 4 FOR U, C TRAYWASHER . ''SET L------- REDUCING I DELIVERY PRESSURE TO 20 PSI' M 2 -� NO SCALE i LSINK2 1/4 VALVE - —� -`----- PR2 PRESSURE - - -- - 08: '� �'" REDUCING 1 ONLY WHEN CW SERV ,CE PRESSURE IS ABOVE 80 PSIG. PLOT DATE:07/13/94 j VALVE SET DELIVERY PRESSURE TO 60 SHEET NO , This document is a copy of the ( PS I G. SEE PLANS FOR SIZE . the original document. The original -- �/ 3 COMPARTMENT SINK WHEN GREASE: TRAP Idocurient is on file at A�FipiQ.ln_ I _1__ �_ _ SHOWN ON PLAN I D INDIRECT DRAIN 1 -----7'- NO SCALE 3COMPART - �(] M 2 VENT LINES NE`' �� S TO BE OMITTED ON LOOR S.NKS AND FLOOR DRAINS WITHIN APPROPRIATE DISTANCE 1 4120 SE INTERNATIONAL WAY FROM A VENTED WASTE LINE AS PERMITTED BY STATE OF OREGC'•! PLUMBING SPEC!ALTY CODE SUITE A29 I AMENDMENTS TO THE UNIFORM FLUMB I NG CODE AND LOCAL AUTHORITIES. PORTLAI�I, OR vzzzz j (503 ) 652-9C54 i , PACIFIC HWY , 11680 PRO�.p 942 I_ #* f0 MEET ADA HANDICAP REQUIREMENTS ;+ BUP94-0006 & SIT94-0040 37 OF 60 'r `«wt"=�"�,,"h'i`;1�Ne4�"". 1 � .rM�rrrrra� �nn�.�a•:i::...y.�.,�, 14 1994 141C RLM ED �(IjIIII�i III II III ISI II I Iji�l�l+I`ijl I�I�Ijl�ljl�l� Ij11111I11111 I IjIjIjIIl1;`I IIIIIII�IIIjI i 111111111 1 I(iIIIIIIIIj) IIIIIIIIIIIIIjI ( Illjlllllllj�j��IIIIII11111 I�Ilnulnlllliu In11i11111111IIIIIfIIlflllll IIIIIIIII Ilillllll 11111, 11 IV 1 IIIl11111111 lull!n11n1111,1111nhl1llnlllln111nllnulnninnnuln1�111n1 nnlnnlnninn11�11 EQUIPMENT LIST NOTE : I!&,1, DINING: ,_ ROOF TOF GAS HEATING ELECTRIC: COOLING UNIT � � - -- ----------------------- - ----- - -- --------- -__. _..____________ / CORDINATE EXACT LOCATION OF CEILING INLETS ------ -'-'-"-____'_ _ AND OUTLETS WITH REFLECTED CEILING PLAN. i �1JEF �1 REQ s �` p1 ,131994 FAN; 4250 CFM Al 0.5 INCHES W(; EXTERNAL STATIC I 3 5M4 - I ,��PRD PRESSURE. 3 IIP FAN MOTOR. APPROXIMATELY 780 -- RPM. MINIMUM OUTSIDE AIR DURING OCCUPIED ----- t C _ ___.___ - _ - ---. ___ . _ _ _ - _ _ ___ SETTING OF PROGRAMMAB'.E THERMOSTAT, 2360 CFM. -- CS1 10"o 200-4� u I 200-4 I t I � � COOLING; 124.3 MBH TOTAL COOLING, 92 MBH SENSIBLE AT 80 -_ s { DEGREE F EADB, 67 DEGREE F EAWB, AND 95 DEGREE F AMBIENT. 1 ___ - 200x__. . _. DRIVE-UP X00 r i - - -- �........r - \`` �.J HEATING; STAGE 2: INPUTI I + ! t 270 MBH AND OUTPUT 2-16 MBH. Ll I FILTERS; TWO INCH DISPOSABLE TYPE WITH MINIMUM 2.43I - _ i - - -I---- �' SQUARE FEET. - 325 pl- 4 WELECTRIC• MINIMUM CIRCUIT AMPS OF 55.0 AT 208 VOLT THREEI 8x6PHASE. I - -- -\, 18 X 6- CS 1 15"b - __ I_I I x . HEFWEIGHT; 1200 POUNDS STATIC. I 300-4 Itw- _ 2 R00 M4 _�I - IC� j MANUFACT; LENNOX GCS16- 1353, CARRIER, DAY & NIGHT, �.� YPI A _ 3 600 - --r / I CS1 10"0 t s-- TRANE EQUIVALENT. M4 l 1 1 _ _ _ _ --n 1 t _. ".,,OF 20x6 - CS1 15 0� --X11 � I 150-2 I r, r I� 500 -2 _J i; 150 - TYP. OF 2AC2, FOOD PREP .,,0T TOP GAS HEATINGELECTRIC COOLING _ \�` � 175 - - - - ___ CS1 10"o FAN 2600 CFM t I ��:. 1 I 1 i 175-2 2� 1 1 10�� t x t 6 8 - - AT 0.5 INCriES wC EXTERNAL STATIC _ _ L X _ `„I, i M4 t G PRESSURE. 2 HP FAN MOTOR. APPROXIMATELY 785 i 1 �X 1 j I I� 1 11 -A -- j I 10 600 REM. MINIMUM OUTSIDE A;R DURING OCCUPIED I ,� �! � � 10011 \ ",,� __I I -` - _ - SETTING OF PROGRAMMABLE THERMOSTAT, 141510 CFM. I x 1 1 �� ' i 1 I 1 I __ _- I �Vr-q I , ;- �;;" _ I I 1 $ 6 COOLING; 91 .2 MBH TOTAL COOLING, 63.8 MBH SENSiBLE AT I ;� I CS1 15"0 I I N - `I _ I �� I� �� I 1 II380 1 I �. 3 I I I ___1 1 7 I 30 DEGREE F EADB, 67 DEGREE F EAWB, AND 95 j 1 lI 380 1 1 380_-3 _ - I 500 7 I 11 1 I Ix M4 ti.4 M4 DEGREE F AMBIENT. I I I I I - _ - -- ------------ �I I II _ _ 2N RO HEF fi II �� II I I I ~ HEATING; STAGE 2: INPUT 175 MBH AND OUTPUT 142 MBH. I 1 1 I 1 I _ 1- 20x6 - ' 30x 10 1 - l -'� I - t 1 `-�-J - - - -�--- _ - --- ti` I I CR 1 22x22 I w t I I - -__-- _ 600 - _ _ _ J I `� FILTERS; ONE INCH DISPOSABLE TYPE WITH MINIMUM 2.43 I - - -- - - -- _ - --- - - --=-- --- I ,,.._ � �_ t � SQUARE FEET. - I L-- i.F 3 J r 3O x 10 CS� �5 I I " ;� I • Cn I , i I �'CS2 18x18 2 N _R0 AC 1 - ELECTRIC; MINIMUM CIRCUIT AMPS OF 45.0 AT 208 VOLT THREE I ------- =-- -- -- -� --.. _ `-/ 600-3 M4 2 PHASE. t I I I I _ - ---- -I -- --- =-a- I -- TYP OF 3 30x12 R 1 i I I I , - - WEIGHT; 950 POUNDS STATIC. I 1 I 1 1 I - �F _AC I �__ _ -5 I Z x-11L , x 1 M4 � L- -;�{T _ ��!;� I j` I ��4 1 ROOF _--- --_. I O MANUFACT; LENNOX GCS16-953 CARRIER, DAY & NIGHT, I I I 18X6 I ( !' J�� , - 50 1 I - TRANE EQUIVALENT. I I� I ---- 1 I I , I -- I 10 x 1 0 ---�.---� I ,\ 'I I T Ox 4 TOILET RMS; ROOF MOUNTED EXHAUST FAN, 150 CFM AT 1 /4 I 18X6 150 I Q Q REF1 , - INCH WC TOTAL STATIC PRESSURE. DIRECT DRIVE, I I J25 1 11 380 \ �\ - ��'�. - I I �- r 0 \ >L j II - 10x4 t j E� PROVIDE WiTH SPEED CONTROL, 1 /10 HP (100 I i II 4 I t WATTS) AT 120 VOLT. ;_OREN COCK 90LC 10D I ' 1 I CS1 15 �� _ L_.�. - I 18X6 I I 380-4 -_ -` _-...- ____ _ - - -��---___ I I cr, V ::REENHECK, CARNES, PACE, ACME, PENN I I -J _ EQUIVALENT. I I TYP OF 4 X HEF1 AND 2 j 4 250 --- - �r RIDDLE HOOD; ROOF MOUNTED KITCHEN GREASE HOOD APPROVED t I 380 - _ - 6" v i "L 1,�'PE EXHAUST FAN. BELT DRIVEN. 1050 CFM AT ' 325 o .0 INCH TOTAL STATIC PRESSURE. 1/3 HP FAN I - _ - - ---- ---' - L T 120 VOLT SINGLE PHASE. APPROXIMATEi.Y 16?5 Rr'!�1. LOREN COOK VCR SERIES 120V48, I C E 1 6"0 t Cr GREENHECK, CARNES, PACE, ACME, PENN I CS1 12"0 EQUIVALENT. i CS1 15 _ 2.50_3 -_.75 HEF 15- TYP. OF 2 - 3 I I 32., 4� CS1 6"0 9 I o c � FRYER HOOD; ROOF MOUNTED KITCHEN (GREASE HOOD) APPROVED t TYP. OF 4 50-3 t ( Z I � z � z S - PE EXHAUST FAN. BELT DRIVEN. 1200 CFM AT I "IYP. OF 3 I U I i o z S 1 .0 INCH TOTAL STATIC PRESSURE. 1 /3 HP FAN L---------------- -._____________.._.__-___--____________. r------- -- - -- ---- - _ - - ---- - - ---- _ _ - _ --- ------____- -_--_--- ----------------� V o t < " MOTOR AT 120 VOLT SINGLE PHASE. APPRCXIMATELY j I o 1680 RPM. LOREN COOK VCR SERIES 120V4B, I I on Z N 0 4 8 ; ' GQUIVA ECK, CARNES, PACE, ACME, PENN I t I \ /A �- FLOOR L_ �� A Yw EQUIVALENT. I �/ C I �-� ❑ SCALE !N FEET NOTES THIS SHEET �_ .��-- -- - - - - -- - - _-J _ ''F<ILLES REGISTERS AND D;F-FUS_ERS � i � Y ,,. SYM DESCRIP ION _T KRUEGER REMARKS -- _ 1 . 16 GA 302 STAINLESS STEEL 8 INCH BY 10 1 /2 INCH DUCT 6. AC2 DUCT ROOF- PENETRATIONS: _ _ HVAC LEGEND 2 Q N 0. CONNECTION TO GRIDDLE HOOD. TRANSITION FROM HOOD SUPPLY AIR; 30 INCH BY 16 INCH RUN BETWEEN ROOF JOIST o {' I SHOWN I CONNECTION TO 10 INCH DIAMETER, OFF-S#:T AS _REQUIRED, AND CONNECT TO UNIT. INTERNALLY INSULATE ALL _ ROUTE JP THROUGH ROO AND CONNECT TO HEF- 1 . COORDINATE - -------- ------ _______._�_ -_ RECTANGULAR SUPPLY. MANUAL VOLUME � p CS1 CEILING SUPPLY SERIES ^ ADJUSTABLE VANES, PERFORATED HOOD CONNECTION WITH %ITCHEN EQUIPMENT PRIOR TO ROUGH RETURN AIR; 30 INCH BY 16 INCH SPLIT RETURN BETWEEN DAMPER w � - ---- ----------- ----------__-_ -------_-_----__-____-_ _ IN. ROOF JOISTS AS REQUIRED AND CONNECT TO UNIT. REGISTER 6000 FACE, OBD, SEE DRAWING FOR NECK INTERNALLY INSULATE FIRST TEN (10) FEET OF , -_C�� - U 2. SAME AS NOTE 3 EXCEPT HEF-2. TURNING VANES TYPE AND SIZE_ -_- RETURN DUCT IN ALL DIRECTIONS FROM UNIT. Q I CR 1 CEILING RETURN MATCH PERFORATED FACE, SEE DRAWING FOR 3. 16 GA 302 STAINLESS STEEL 8 INCH 8) *12 INCH DUCT GRILLE _ _ CS1 _NECK TYPE AND SIZE. CONNECTION TO FRYER HOOD. TRANSITION FROM HOOD 7. PROVIDE TWO (2) 4 INCH BY 3 INCH COMBUSTION AIR DUCTS ACOUSTICALLY LINED CONNECTION TO 11 INCH DIAMETER, OFFSET AS REQUIRED UP THROUGH ROOF AND CONNECT TO GOOSE NECK. SEE DETAILS DUCT 18x10 ' CE1 CEILING EXHAUST MATCH PERFORATED FACE,-SEE DRAW-1N--G-F-0-R`-- ROUTE UP THROUGH ROOF AND CONNECT TO HF F-3. COORDINATE SHEET M4. � - LN � GRILLE I CS NECK TYPE Atv�� SIZE. E HOOD CONNECTION WITH KITCHEN EQUIPMENT PPIOR TO RCUlGH FLEXIBLE DUCT � LS1 LINEAR SLOT _ 1900 I FGIUR (4) ONE (1 ) INCH SLOTS, IN. 8. THREE (3) INCH DIAMETER TYPE "B" GAS VENT UP THROUGH MAXIMUM 4 FEET 01= DIFFUSER SERIES f FLOW PATTERN FROM 100% ROOF TO APPROVED VENT CAP. COORDINATE WITH PLUMBING 4. 0 INCH BY 10 INCH UP THROUGH TO ROOF Ari i CONNECT TO CONTRACTOR PRIOR TO ROUGH IN. EQUIPMENT SYMBOL AC 08:42 am r HORIZONTAL TO 100% VERTICAL BY REF-1 . SEE EQUIPMENT UST 1 SH I ADJUSTING BLADE. INCLUDE_ (- PLOT DATE 07/13/94 EE' N0. Ir 5. A;;1 DUCT ROOF PENETRATIONS: 9. PROVIDE. DRYER VE=NT WALL CAP WITH GRAVITY DAMPER AS r� INSULATED PLENUM. This document is a copy of the I SUPPLY AIR; 30 INCH BY 18 INCH RIJN BETWEf J ROOF JOIST REQUIRED. VERIFY EXACT SIZE AND LOCATION PRIOR TO ROOM THERMOSTAT T the original document. The original NOTE: CONTRACTOR TO VERIFY QUANTITIES, AND CEILING, WALL AND --- AND CONNECT TO UNIT. INTERNALLY INSULATE ALL ROUGH IN. O document is on file at Aq�IDj4 s FLOOR CONSTRUCTION PRIOR TO RELEASE OF GRILLES, REGISTERS RECTANGULAR SUPPLY. MARK NO. M 3 4 c c�c � AND DIFFUSERS. RE-TURN AIR; 30 INCH BY 24 INCH SPLIT RETUf-N BETWEEN DIFFUSER SEE �- -- --NECK SIZE - - --- ------- . C 1 15 � .,xo se �rt�aunow�. wu►r - - - ROOF- JOISTS AS REQUIRED AND :ONNECT TO UNIT. SCHEDULE 40 4 THROW s�,v��;�Z INTERNALLY INSULATE FIRST TEN ; V) FEET OF ___Q PACIFIC HWY., 11680 RETURN DUCT' IN ALL DIRECTION` FROM UNIT. �----AIR CAPACITY (503) 65?--9654 BUP94-0006 & SIT94-0040 -_ _ -_-_ _ _ ---- --- - - - -- -- Pncu.f ass 1 } 39 OF 60 ( I' 1. 4 VA4 MIC FILMED II� �I �II;►►�� +,��<<��,►►► � II►l�I��I�I► II�I�II�III�� l�l�l��il�l► . �I�III��f'1�1� �,�,�,�,�,�,� ,I�,�,�,�,�,�,� �,� ,�;�,�,�,� �,�I�,�,�I►I�I� ��,�,�,�,�,�� ,�,�I�,�,�,� loll 1!;1,111111111IIL'IIIIIII1111�11111111111111III111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII►IIII1111111111111111111IIIIIIIIIIIIIIIIIIIII111�1► IIIIIIlllllillIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII'III�IIIIIIII11111111111111111I111111111111I1111!1111 T: UP THRU ROOF = TO ROOF CAP HOOD EXHAUST FA14 -' -13-1 q9 12" \ GREASE FITTING 1 MINIMUM \ `� ROOF TOP AC UNIT 1-- \3 X 4 DUCT OPENING \ DRIP PAN 18 GA. 2+4 ALL AROUND ' I -_ 14 GA. CURB �- 111 Ill " `7 13, L _. __ -_J rS - TE: \ \ EXTENSION � 6 SPACERS L FNO I COVER OPENINGS WITH \ �. ` >� _ _ 1 �`a �-- - BY MECH. --- 1 '4' GALVANIZED SCREENING \ \ NOTE : NOT BY MECH.PROVIDE TWO CURB CANT, AND FLSH'G _ �- 6 AIR \ \� ��, y/ SPACE TRAPS PER UNIT EACH SIDE - __ , z \\� I SHAFT d =� / 6" SPACER BY MECH. - J u 3 X 4 DUCT IN WALL LAJ 16 GA DUCT------- , S.S. SEE PLANS -� 08 cr3 SUPPORT PIPIN // FOR SIZE FROM CURB ---a- GREASE HOOD \J�-- ---— PLUG (TYPICAL) Hoop TRANSITION TO z > - -- WALLo ca 1 - > 1-3" x 4" UP ,, •, EXTEND TO OVER TRAP SEAL TO BE--- / - --- - -- -�--- -- 1 _ 2x TONAL STATICROOF PRESSURE r- 12" MINIMUM � -'�--- FLOOR 6 , MAX . -�_ +------1 ROOF ---------_._ __-- ------- SIDE VIEW `' - _ - _ ! ,__ - -------- -- 3 GREASE HOOD EXHAUST FAN � 1_'\� COMBUSTION AIR DETAIL \,,M4,/1 -_-NO SCALE GREASEH 1/4 - L� I _ �- NO SCALE COMBAIR-1/4 � 2 CONDENSATE TRAP M4/ NO SCALE CONDTRAP 1/8 (f} ---'-- VENT CAP , - /---__ j ROUND TOP r RECTANGULAR DUCT, �- SEE PLANS FOR SIZE ---,,,, MOTOR Lill - Z i WEATHERPROOF ENCLOSURE = DISCONNECT SW I TCj \ U LJ DUCT DIAMETER FULL --� ---�� I -- ----U. L & SERVING UTILITY Q I I SIZE OF NECK MANUAL VOLUME BI2D SCREEtf--\ -�� -� \ APPROVED DOUBLE DAMPLR VENT HE - I 1 1 ABOVE ROOF I L D 1 I PER CODE I WALL GAS `/ENT j 1 I t----1 1 r--r-�--r- T r-1--T--1 1 , CURS -- FLASH & i-- 1 11 I 1 1 I 1 1 COUNTERFLASH 1 � - FLASH I NG CONE /-- SECURE GRILLE TO --_- . --- --_-- i MAINTAIN CODES Iu -----��-------LI DUCT ------- ------. CLEARANCES ` I 1 / Jam► 0 0 0 CURB NOT BY MECHANICAL FROM / 11 �` 11 OPPOSED / ANCHOR FAN -- ---- -- ----- - / I I I I I BLADE _ __ COUNTERFLASH I NG COMBUSTIBLES O DAMPER f�f�i %,�- �R CEILING BASE TO CURB ��I �/ -ROOF I I I ROOF CONSTRUCTION 0 rLd. __ _ —--- � I PITCHED ROOF CEILING CONSTRUCTION SEE ARCHITECTURAL GRAVITY BACK 0 z I PLANS SEE FLOOR PLANS DRAFT DAMPER -----------ANCHOR AND SEAL OFF z Ql � � ol AND SCHEDULE -- -- --�- ----- INSIDE CURB — CLASS " B " GAS VENT DETAIL N I W ` W FOR TYPE ----- --- -- - -- I 0 ., NO SCALL - - -� GASVENT2-1/4 �' rn 0 z N v e W 4 ` ROUND NECK D 1 FF_USER_ CONNECT I CN _ �'f5 ROOF EXHAUST FAN_ _ C M4. DIAGRAMMATIC ONLY _ -- _ - ROUNDDIF -- --- �- M4 NO SCALE RXF.-D 1/4 1 � ' I cc U 135 - /- MECHANICAL UNIT Cn X -" _� MIN. -� 112* LAG BOLTS WITH I 0 WASHER EACH SIDE 0 12. O.C. DUTCHMAN WITH SEALANT- ` - - VJ r �•.� 24" O.C. BY GENERAL CONTRACTOR ANCHOR ROOF -_-- I GASKET COUNTERFLASHING \, R1/4' SCREEN _ W - CURB FURNISHED WITH UNIT _ -- TO CURB R 2 / W w 20 GA. GALVANIZED COUNTER - , ll- CURBFLASHING BY MECHANICAL I 1/2' LAG BOLTS WITH = <t j- AND FLASHING 1� CONTRACTOR , - %� WASHER EACH SIDE d 24" O.C. V) " ROOF NOT BY MECHANICAL FLASHING & RIGID INSULAT � 1 BY GENERAL CONTRACTOR g' MIN, 12' MAX - P.T. WOOD LEVELING CURB b ROOF FIBER CANT W/WOOD BLOCKING 08: 53 am UNDER BY GENERAL CONTRACTOF? PLOT DATE: 07;/13/94 SHEET NO . j This document is a copy of the the original document. The original document it on file at A�gjpio M I I GC• ?1 G. M4 7 COMBUSTION AIR INTAKE � • _ � 8 UNIT ROOF CURB MOUNTING +120 SE INTERNATIONAL WAY �-4 _ -- - _ _ ____ SUITE A21J DIAG AMMA C ONLY COMBAIR C\ A—T-- PORTLAND, OR 97222 IVI`} / No SCALE �� - - - (503 � 652-9654 PACIFIC HWY , 11680 FRoJ./ A21 BliP94-0006 8 SIT94-0040 39 OF 60 �'W- FiLMED ' 1. 4 1394 MIC IIi1111� 11 111 11 111 1 11 Il11111�1l111 III�III�III�I II111111II111 IJI1111jI111f 11 111i 11111111 111111 1111111111111 11111111111111 1111111111111-4 Alm 0 CHM 111111111111 �In��lnlli�m i�iihnl imlunllnll1111 Ilnllnl nnlun ilillml inllnll IIIrlilcilrlillinitinlllil!I nllllni Iuilunhnlllln (nil�lll�ltllllllliillllilnullnllulllnlllnn Inllnl�Illninnls'minn nnlnillnulinlmnlnnlnillnu nnlnn nnllniiIFi�nli�niilil MECHANICAL S P F- C I r I CSA T I O N S _ B . Shop Drawings ; 3 ; dentifvalveswith tg of Air Systems :. y wstamped metal tags , E . Balancing _ -_-- -- ��--- I Submit to the architect for approval six ( 6 ) 4 . Identify equipment with I / fb Inch thick 3x5 SECTION 15010 CENERAL MFCH �NICAL PROVISIONS I copies of equipment submittals separately laminated "i ply plastic , center ply white , 1 , Balance water and air systems per AABC 0� �� 19q' -�--- - ��_ - -- -�+- - bound together i n standard size ze notebooks i n ply y approved f orrns . - - --- -- ---- - ---------- outer I black " I amI ca 1 d Form l et t ors b� t� PR� ; PART I - GENERAL 2 . Balancing anc Ing per formed by Approved ProfessionaIgroups asoows : pg ply , #b>JNS♦ Air Balancing Firms . Approved firms as A . The complete installation shall conform t � ell a . Plumbing , � , follows : applicable Federal , I b . Heating , ventilating , and air E , Pipe and Pipe Fittings : r FP State and Local Cod} s , Air Balancing Specialties , Portland OR S cc�nd i t i on i nc�, g p - ' I nc . Cl/ c,�,► Ordinances and Regulations inc ' udin- necessary I Waste Piping : Northwest Engineering Service , Portland , OR ,� ��, •� , c . Controls . p g : y permits and inspections required by the governing 2 , a . Cast iron i e and no-hub fittin s above Accurate Balancing Agency , Beaverton , OR i �`-s "LC�fl � authorities . Do all work ir, a neat , workmanlike Deliver all at one time . Shop drawings shat P P fittings above ade , Cast i ron ne and T F ' y-seal finished and safe manner , under competent be reviewed and approved prior to start of g work affected by material or equipment covered fittings below grade . Where approved by F Quality Assurance supervision . P g code tic DWV piping may be used . I F' i in material and installation in shop drawings . ABS� plOs p g a ation to meet 3 . All specified features and performance data b . 5 feet beyorid established buiiding line + "J B . Visit the site prior to submitting the bid toy requirements of local plumbing and buiiding a o must be specifically noted on the submittal same as cast iron piping below grade or become familiar with existing conditions and other codes .containing the manufacturer ' s and local concrete pipe ASTM C14 , fittings , factors which may affect the execution of this , 2 . Chlorination and cleaning of domestic r- ',d anC '�• � ? distributor ' s names , manufacturer ' s detailed concrete , joints ANSi � ASTM C443 , rubber g z work . Include all related costs in the bid hot water piping shall be in accordance with drawings , spec ifications , data sheets and gaskets . Where approved by code ABS I proposal . g � , county and state health requiremc;nts . 8' � 3 operations and maintenance data for all plastic DWV piping may be used . equipment to be furnished . Al ! equipment 2 . Vents ; Cast iron same as woste , or ABS D'VVV m � . The working drawings are diagramatic . They do G . Plumbing contractor shall make al rough- ; ns and w, W items shall be cross referenced to match the where approved . g 9 ` > not show every offset , bend , or elbow required for final connections in conformance with local codes , installation or the space provided . Al locations equipment indicated in the contract documents . 3 . Domestic Water : Hard drawn type L. copper U p p and shall supply shut off valves with permanent (c Z for mechanical work shall be checked and 4 , The contractor shall check shop drawings for above grade , nard drawn type K copper below � a name tags identifying supply lines to each coordinated . space requirements and con " rmance with the grade , Joints solder , grade 95TA , ( No lead no specifications prior to submittL� l to the 4 . Prirrling Line; : Type L copper , annealed , individual piece of equipment , Include traps , g p p 11 5 , Gas Piping : Black steel schedule 40 pipe , I tailpieces , line strainers , and back flow devices D . Record Drawings : Maintain a set of se is tints ! architect , p P , of the building plans for the duration of the Cfittings 300 psi rating . Paint piping located as required , contract and mark a Record cf the work as . Basic MaterlrJls and Methods : exposed outside . 1 6 . Miscellaneous : Galvanized steel pipe or ABS H , Kitchen equipment contractor shall furnish and installation progresses . Dimensions shall be I Equipment Protection : Protect against p p I II Ij I! install all indirect drain<. from equipment other referenced from Visible Building structural contamination and corrosion , (where approved ) for indirect waste condensate than sinks , features such as bearing wads or columns . A copy 2 . Accessibility ; All dampers , valves , drainage , _—� sha ! I be included ir the do,-uments required at the thermometers , cleanouts and other equipment 7 . Rain Drain Piping : Inside building and to a — and established building line I Kitchen egl� iprnent contractor shall provide faucets oint 5 feet be project completion , i needing reading , adjustment , inspection , p y `� at equipment . Plumbing contractor shall install _.- cleaning , removal or replacement shall be some as waste piping , ( Plastic no ` E , Operating and Maintenance : T:)e contractor shall accessible and readable , acceptable ) , and connect faucets . � W provide the following bound materials : 3 . Cleaning : Mechanical equipment shall be 8 . Hanger : Fee and Mason 102 , 103 , or 239 UL : ,- cleaned of starTipirlg and refuse . Equivalent Grinnel or � Icen , J , Kitchen equipment contractor shall insulate drain i Catalog description of each item of equipment g : pipe lines from ice bins , f 4 . Pa 9 , Connect dissimilar i e materials with actually installed on the job . Provide for a . Check equipment furnished under this dielectric unions or flange kits , K . Plumbing contractor shall furnish d install -- >- each type of equipment , name , address , and contract finished with factory applieannsa d 10 . Flexible Pipe ; P,iason BBF or equivalent , f p y q p Il . Provide unions at connections to equipment , stainless steel or chrome plated escutcheon plates l I tele hone number of the nearest vendor with I finish , Clean dirt e �Ji meet and for all water lines penetrating counter tops a^d replacement parts . I refinish mars or scratches to original back splashes . z 2 . Copy of one year warranty and any extended surfece and colGr . F , Valves , Cocks and Faucets : U O worrcnty issued on equipment instailed , b . Paint one coat flirt black on interior of L . Plumbing contractor to provide and install O 3 . Written equipment operating sequence and ductwork which can lot seen through I Bronze Ball Valves ; Jenkins 901T . g p ° L -- F-- W l 2 . Bronze Swing C underground piping for syrup and cash register Iz maintenance instructions for each item of screens , grilles or dii � jsers , g heck ; Jenkins 92A . U C1� O 3 . Gas Cock ; Ground seat , Cast brass plug cock ; lines , Verify exact locations with kitchen �r equipment requiring inspection , lubrication or c , Paint all miscel ! c^eons structural P g eyuipment plans . service , describing and scheduling the supports , including stands , two coats of i Milwaukie 813100 Series only . performance of such maintenance , machinery enamel , calor as selected by 4 . Balanc ; ng Valve : Ball type , Jenkirs 901TE �- 4 , Tag all valves with brass disc and chain , use Architect . with memory stop , SECT 10,14 15250 INSULATION no du licate numbers . Valve list with d Paint all mechanical t-- P ( I equ I prnent on roof PART I -- GENERAL appropriate numbers ) with valve size , one coat of machinery enameClorii-ner and PART 3 - EXECUTION location , normal position and function„ two coats of enamel i p paint , color as A , Flame & Smoke Rating : 3 , Copy of record crawings , selected by Architect . A . Cooperate with all other trades for proper z 6 . Record wiring diagram for equipment and 5 . Electrical Connections : installation of all items of equipment . consult a controi system show " as- installed " conditions , a . Electrical Contractor runs wiring , the drawings lJf all other trades or crafts to I Description : All insulation material hazard 0 Include typewritten sequence of operation , I provides and installs disconnect I avoid conflicts with cabinets , counters , ratings , as tested by procedures NFPA 255 and - switches , mounts starters and makes line equipment , structural members , etc , In general , U . L . 723 , not to exceed a flame spread index Ld All above information shall be neatly typed viith voltage connections to equipment the architectural drawings govern tut conflicts of 25 and a smoke developed index of 50 . shall be resolved prior to rough- ii , Accessories such us adhesives , cements , etc , , --1— _ an index in the front clearly identi ` ying furnished under th ; s Contract , unless P - � 9 _ ___-`_ . _ information in the binder , Submit two copies noted under Specific item . Control provided wiih a component rating as listed o �; 0 } of above information to the; architect for 'hiring provided Dy this Division , Wiring B . Protect oll material and equipment to be installed above . All products or their shipping cartons Iwt0 UQ Z review . All corrected comments shall be by Mechanical to conform to Electrical against damage by other trades , weather conditions rrovided with identification of the flame alb included in the doclumentsrrequired at the I Division Wiring methods , or any other causes , Equipment found damnged or spread index and smoke development index , 01 < o W project p in other than new condition will be rejected as 2 . Data Required : Catalog data to show � �, ? � X QI ro F�ct com lotion , b , After electrical connections are made , compliance with flame and smoke rutin QQ -- 1 � V 2 N J cooperate with Electrical Contractor to defective , p g , Wi F , Completion Rr-quirements : Upon completion of the verify correct rotations , -_ ~ _& work: and ad ; ustment of all equipment , all systerns C . Motors NEMA F-li -efficiency with 115% C . Include cutti ,igs , patching and restoration of PART 2 - PRODUCTS � --� shall be tested by the contractor to demonstrate minimum service factor and wound to finished necessary for this work , Surfaces I ; to the owner ' s representative that all equipment operate on voltage specified with a plus damaged by this work and spaces around pipe or A . Duct Insulation : furnished and installed or connected under the i or minus 10% safety fcc. tor , ductwork passing through floors and walls shall be I Description ; Install duct insulation � M U provisions of these specifications function d , Equip single phase motors less than 1 /2 neatly patched and finished to rnat --h the adjacent utilizing material as follows ; � ; IZ mechanical ly in the mG,-!^ ,: r required . At the time I HP wiih internal Thermal protection , cor, siruction , incl -iding painting oi- other i a . External Insulation , I - 1i12 inch thick , I Q �j IIQ of this demonstration , the contractor shall e , Brake HP required by equipment at design finishes . Structurcl members shall not be cut or lb /cu , ft , density glass fiber blanket L� � I o deliver to the owner ' s representative four ( 4 ) conditions not to exceed nameplate HP of penetrated in any manner unless spedifically i wish vapor barrier jacket , Jo`1ns-Manville `fit, ' :. bound copies of the Operating and Maintenance I motor unless otherwise limited , approved in writing by the Architect , "Microlite " with FSK jacket , �� - 1 , n , ernnI Insulation ; I irr_h or 2 inch , ►- (-) U Manuals , I f , Motors unless otherwise noted with bIw i permanently lubricated ball bearings . �a . rests ; Test ai { systerns installed hereunder , All as Indic: . ted , mai' faced acoustical board Ir-- LIJ G . Permits , Inspections and Fees ; l instruments , gouges and meters necessary to I with thermal conductivity not to exceed � g Starters provided under E act r i c�� l 9 9 y Y Division unless s ecified otherwise , perform test shall be furnished by the contractor . 0 , 23 ai- 75 degrees F , mean temperature , w w I Ohtain and ply for all permits , licenses , P I w taxes , and inspections required by all � , Electrical Characteristi : : Conform to voltage Submit signed certificate of completion and I and minimum sound absorption coefficient Q and current limitations shown on electrical inspection by governing authorities for all Johns--Manville Linocoustic , i governing authorities . 2 , Request , arrange and schedule required code plans , Should equipment furnished and systems , Requirements for system test are as inspections as work progresses and at final approved under these specifications require foiIOws completion of the work , Deliver copies of power in excess of that required by the inspection certificates to the Architect , i specified equipment , Electrico ! Contractor I Uuctwork : Tesi all systems at I inch static 09 : 01 one wi 1 I furnish excess power oT the expense of pressure , using a Par i f i c Air Products "Por t---0- SPIFFY N0 . PART 2 - PRODUCTS Mechanical Contractor . 1--ab " or Ro i ok Tes i i ng Machine , Test sha I 1 be _—PLOT DATE: 07/13/94 — r on a dynamic basis with maximum air loss not All material s ;h e l l be new , o f t h e best s t q u a l it y , y This document is a copy of the 1t o e x c e e c 0 , 5% o f rated f low , the original document. The ori incl og 1 d e r t l f I C a t I O n : document is on file at A"ijiQ1, manufactured in accordance �Nith ARI , AMCA , � 2 , Water piping hydrostatic tested as required � M 5 ANS { /11 , L . A , G . A , , and other applicable stancicrrds , I , Identify with tags and labels all valves , per code , + The use of manufarturer ' a names , models and i 3 , PIumbina systems tested in accordance with p i p i ng and equipment components of the Y -- -- � ------ numbers is in ended tc establish style , quality , mechanical systems . p I umb i ng code . 4120 sc rNTEM"T ZONAL WAY SU„TEA2„ PMTLAW, aft 97222 appearance and usefulness , Proposed su,; stitutions 2 . Identify piping with Brady pipe markers and � ( 5�� ) 652--l-115154PACIFI% HWY , 11680 _ J will require vrritten approval i flow direction arrows per ANSI A13 , 1 1481 PROJ./ 9421 B11P94-0006 & sIT94-0040 40 Or 60 L.1 4 1994 fAICHURLMED I�I�I�I�I�I �I� i►1�l�l�l�l�l'I I�I�I�I�I�I{I I�III�I�I;ISI i�l�l�lll'I�! I!!�I�I�lil(F I�Ijl�l�l�l�III �I�I�I�I�I�I ISI {I�I�l�l�l ISI,I�III�I�I�III�I�I�I�I�I�II�I�I�I�t(ISI loom MAW 1W CHWA IiIlllnillllllnlillllilfnlll1111unl1llllf'I1I (111111u I111(1In InIllllillltlll�ll II111111!Illullllillnlll1n111111111) 11IIII!nIIn1111nI111iIInIIIIIIIIIIIlIlu11111111iIlllnlllnl1111 Illllii�l�lllillill�llll IIIIIIIIIIlIll�llillllll�llllllll!11111 nillmi iullnu iuilnilliiil M E C H A N I C A L_ SPEC I F I CAT I O N S CONT , 5Fans : Indoor fon shall be of the centrifugal 2 Sheet metal to c_om I wit `' type , direct drive multi --speed or belt driven p y f ASTM A-525-64T with by a permanently lubricated motor . Outdoor I -- 1 /2 ounce coating and bear stamp of �' . Appi led Locations : Instal I duct insulation at � , manufacturer , a1' fan shall be a propeller type , direct driven the following locations ; by a permanently lubricated motor . 3 . Cornection fans and vent units to be made by Sc�D ?AD i ) Supply Air Ductwork - Apply internal f lexible fabric approved by NFPA , Ventfab or ��titGl��t °� insulation on all rectangular ducts , - 2 inch 6 . F I I tc. r � . 7- I /2 to 10 tori � Inch thick , 35 and external insulation on all round percent , throwaway type filters , 5 ton and approved . (_ ducts . 2 ) Return Air Duct - Apply internal less , I inch thrcwawav type filters . Provide 4 . Duct sizes shown are net inside free area . one extra set of filters for each unit . Increase sheet metal dimensions where insulation on first tan feet of duct 7 . Economizer Enthalpy controlled type . insulation liner is required . - -LC from all air conditioning units . Outside air and return air 5 . Commercial manufactured turnip dampers modulate to g vanes with 3 . Installation : Install in accordance with maintain discharge te►riNerature on call for single metal thickness vanes on 1 - 1 /2 inch manu ' actures recommendations , Ex , ernal cooling . Provide adjustable minimum outside spacing for ducts 30 x 12 and less and for InstaIIction with joints and seams lapped 3 air damper position . Outside air dampers ducts over 30 x 12 , airfoil vanes on 2- 1 /2 ' inches minimum and stapled inches on center ; , shall close when indoor fan shuts down , inch spacing , Use on all square threaded wired where required . Benjamin Foster 85-20 Provide burometric relief with weather hood , elbows . ♦.+ �� t z adhesive ut i I i zed as requ i red . Lap i nsu i at i on I - • ` r 6 . Head ' ourne rnzn of job to ex '�°r C_- _J z 8 . Electrical . Furnish magnetic . ontactors , J Y j plain system to Jc„ a minimum of 6 inches and seal vapor barrier balancing firm and point out ali dampers and �' Q jacket to duct surface where insulation types separate fusing for compressors , condenser I controls . = 3 and evaporator fans and control meet . Internal fans ,insulation applied to flat p sheet with continuos coverage of Benjamin transformer . Arrange unit for single point 7 . Rooftop duct joints to be ,made with "Duct 0 Foster 85-20 adhesive and additionally secured electrical connection . Mate or Duct Mate J�.,nior only , e- o � z with weld pins and clips instoIIed I5 inches 9 . Accessories : t2 a on center at not more than 2 inches from any i a . Prefabricated curb . F . Grilles , Registers and Diffusers : c > cut or exposed edge . Weld pins to be Duro b . Apr and 2 to include Motarmaster head pressures Dyne pin fasteners with NC- I nylon stop clips control , timer guard ci .- cuit , I Approved manufacturer ' s ; Krueger , Titus ,relief dampers , and Lennox Prostat A.nemos ' at , Price equivalent , .or approved1 ^ y or approved equal . P 4 . Manufacturer ; Johns-Manville , Owens-Cornings thermostat with remote sensor . 2 . Schedules as listed on drawing floor plan . equivalent . 10 . Controls ; Economizer Control : Complete factory packaged economizer control System PART 3 - EXECUTION 8 , Pipe Insulation : including ; p p rl a . OSA and return air modulating dumpers . A . Controls : AC- 1 and L Control : Provide packaged I Glass fiber i e i u . ation , minimum K-value ,. economizer controls and arrange as follows : I' of 0 . 23 at 75 deg . t , , minimum density of 3 . 5 b . OSA lockout thermostat for mechanical � g � ling . _ pounds per cubic foot . Install wiihin all coo �-- service jacket with vapor barrier , vin I or c . OSA thermostat to return dampers to I NLL Operation : Unit - operate on 100% return air , — � LLJ y position , room thermostat to cycle gas valve and fan only , Q� LL pre-sized finish , dna pressure sensitive seal , minimum p . Vapor barrier covering shall be continuous d . Adjustable minimum positioning switch set F— over insulated fittings . Johns-Manville for minimum OSA as scheduled . 2 . Day OperatinJ : Fan operates continuously . On a 1)Micro-Lek 650 Apt " , Owens-Cornings I e . Controls arranged to operate unit on 100% call for cooling , the room thermostat first cycles equivalent , return air during NLL operation , off the gas heat . On a further call for cooling , L 2 . Installation shall be continuousthrough i f . Controls arranged to modulate dampers in the OSA and return dampers rnoduIated to 100% OSA ! = FT walls , floors , partitions , slee�, s , hangers , sequence with heating gas valve and DX position . On a further call for cooling il►e D; _� z cooling so as to take maximum advantage cool is initiated . If the OSA temperature is and supports except where noted otherwise . g 9 9 p Install with unbroken vaporsea ' s and in of OSA cooling and return air- heating above 80 degree F . , arrange the OSA and return r ---- 'S U accordance with manufacturer ' s when required . damper , to return to the minimum positicn , / V- I -- LLJ recommendations , g . Controls as required to interface with 3 . Domestic Hot , cold , and Re-Circ . Water ; One programmable thermostat . 3 . On a call for heating , the room thermostat first Q `� � I ) inch thick gIOSS fiberpipe covering w ' th II . Poom Thermostats : Provide separate digital 7 I cycles off the DX cooling . On a further c'bll a- o All Purpose Jacket " . day programmable thermostats for AC- 1 and 2 . I for heating , the OSA and return air dampers 4 . Exposed piping in wash down areas ; Provide Thermostats to have separate heating , cooling modulate from 100% OSA to the minimum OSt, S �y U vapor barrier jackets , Cover with Aluminum and night low limit functions . Thermostat position , On a further call for heating , the jacket with seams located on bottom side of covers to be locking type without exposed gas heat is cycled on . functions ex ,.;ept a three hour b\,pass to da horizontal piping . Johns-Manville Micro-Lok Y ML , Owens-Comings equivalent . cycle function . Thermostats to hav✓ no I 1 exposed switches on subbase . Set cooling 4 . ACI and AC2 to automatically operate in day _0 setpoint at 76 degree F , Heating at 72 degree operation when either HEFT , 2 , or 3 is on , 0 SECTION 15550 HEATING , VENTILATING AND AIR CONDITIONING F , and NLL at 60 degree F for AC- 1 and 50 >Ilk - ---------- -----_---_-__-- -__��-_ ____ -_—__T__ degree F f o r AC-2_ . Provide c omp T e t e ! w instructions to owner and owner ' s personnel on B . REF- I Control ; Interlock to operate with AC- 1 FART I GENERAL during day cycle only . - I �� II thermostat adjustments . i- , H A . Warrant One year on all C . HEF- 2 and 3 Control ; Interlock fans to start = z Warranty : y parts except five years L) . Centrifu al Fans : I y 3 U g ! on compressor , g auiomatical , y when their respec Ive grid ,, or _J _ 4 i 1 Acceptable Manufacturers ; Dayton Electric fryer unit is turned on . V) LJ gl I N ° N d PART 2 - PRODUCTS Mfg . , Greenheck , Loren Cook . >_D . Sr-no ke Detectors : Install and interlock such that - _ En � ' 2 . Description : Curb-mounted vertical dischargecc � � _ � ! A . Packaged Gas F red Roof Top Units (HC- I and 2 ) . centrifugal roof exhauster including insulated upon detection , unit shuts down and outside and > m O factory curb , belt driven , AMCA rated , return air dampers close . Smoke detectors to be ---�— 3 . Motor and Drive : Integrally mounted , inc3t011ed in both the sypply and return ducts of 1800 RPM B . Acceptable Manl.lfact .arers : Lennox , Carrier , T:- ane , or Day & Night , maximum , with prelubricated sealed ball ACI and AC2 . I >_ bearirngs • sized for 150% of motor horsepower , U �� Packaged A, c� Ai t Cnd i t i on i ng Un iIs : (/1C- I and 2 ) cost i r on adjustable sheaves , V---bc; I t type , END OF DIVISIO"J 15� I ;3-1 .� I Description ; Roof mounted , single packaged sheaves statically, and dynamically balanced , U Q air condi t i en i ng tar. i tdesigned for curb multiple be I t d ;- i ve on all un its over ,2 HP , I U �- o mounting , natural gas heat , minimum capacities Motor and drives shall be isolated from the I � . � as scheduled , factory assem _Z � bled , wired , piped , exhaust air stream . Air for cooling the motor tested and shipped in one piece with U . L . anb shall be taken into the motor compartment from _ w w A , �� . A . listing , a location free from discharge contaminants . �- X11 i 2 . Units shall be air cooled with crankcase 4 . Vibration Isolation ; Rubber in shear mounts CIO he -1ter , refrigerant line filter dryer , w LJ g y , factory provided as an integral part of the assembly . � charged , high pressure cut-outs , adjustable 5 . Fan Housing ; Constructed of heavy gauge Q belt drive. indoor for, and loss of charge aluminum or fiberglass mounted upon a rigid protection . Low ambtient operation to 20 support structure . LN degree F . 3 . Compressors ; Hermetic type compressor with E . Sheet Metal : positive constant pressure Iubr icat ion . 09: 23 am Prov i de crankcase heater . Compressor sha I I be I Ductwork to be essent i u I I y air t i ght , conform n f o r m SHEET NO .PLOT DATE: 07/13/94of the some manufacturer as the unit , to recommendations of ASHRAE latest edition 4 Coo I i ng Co i I s : Provide i. i ,door and outdoor and be constructed per SMACNA manuals for I owThis document is a copy of tho i col I s , � f non-ferrous const ruc. t ton with th velocity ductwork , hi 7h velocity ductwork and the original document. The o,iginai document is on file at 9cS1Q1q�S, ' aluminum fins mechanically bonded to seamless fiberglass ductwork . Maintain SMACNA manual _ copper tubing with all joints brazed . protect on job for reference by workmen and engineer , col Is with plywood covers during shipment and ducts , liners , sound attenuation , flex N' ,►T�a�1w�Y � i r, s t o l ! a t i on , cl)nnec t l ons and adhesives t c carry I abe I e120sE I .EA� suirE A2„ w ' n c omb u s fi i b l e ; , flame s p r e a d 0-25 , NFPA--90A . PORTLAND, oa 97122 ( 503) 6521-9654 1 L IFIC HWY.. 11680 PAC VROJ./ eaxi Bup94-0006 g, SIT'�4-0040 41 OF 60 MIC iW FILMED 1l! IIIIIIIIII if,III III III 11 J111111111111li i1►l1Jill 1111 1111111 IIIII� III{I1111IIIII IIIIIII1;1111 I IIIIIII�111II tI111II�111I1 I{IIiI� �1111111 I'IIIII�IIIIIII IIII1C1�11►II Il�llnillnnl,�l ffllllll!IIIIIIIIIIIIIIIIIIII IIII{1111 IIIIIIIiI Iilllllll IIII{IIIIIIIIIIIIIIIIIIIIIIIII1111I1111 IIIIIIIII IIHIIIIIIIIIIIIIIIIiIIIlllll(IIIIIIIIIInIIIIIIIIIIIIIIII!IIIIII1111 111111111 IIIIIIiililnlnlllnlllliflll111funlnllllm nllhin.nll{nil Ill!Inn�nnll n FIXTU—RE $CHF;Pu1_E A RECESSED FLUORESCENT 2X4 FIXTURE VTP A 18 CELL SEMI- SPECULAR 51L,✓ER PARABOLIC LOUVER. ELF:-' FBALLAST _ (3) F32 T8 LAMPS 120'r, FOR INSTALLATION IN L44RD CEILING BLDG MTD LOGO SI N I } QKT 120',/ LITNON!A 2PM3 GB 332 !8 120 ELECT OR APFRO ✓ED Al_ 8' X 4' F1X7 !r- URE WITH SEMI SPECULAR P.:�RAEO�,�.. �.0u /ER WP RECEP FOR SPRINKLER ELECTRONIC- BALLAST (2) F32 78 LHMPS CONNECT TO 50FF'7 LIGsHTIN -� - CONTROLLER - VERIFI- EXACT t « , I _ _ LIGH � OLIER PAR4L-- TE 801 (3-OCT-ELS - -_- ! _ --- LOCATION -�11�1,11't t#1�Tu SEAL -T!YE FLEX _ _-- -� _ A2 RECESSEI:U FLUORESCENT 2X4 FI:!TURE WITH 4 VIRGIN LENS. AGRY IG - L PRO`�r!DE SEGON 1 o r ELECTRONIC BALL.`.S , - FJR NS7 A LLATION IN A HARD CLG. +; Ds-+RY" CONDUIT ..-,ND � T � � � PRO'. ^F � 3 ' 4 F O ' 2 MP AWET ___ -'�`'f` -__ _ CONDUCTORS - SEE ONE LINE (4) FM32 TS A , .ASE_ SE•--ACED D) GA5<ETED FLUOR. "j��,� -- -- - — �_ �'IACsRAM LITNONIA 2GT 432 412 1 � � W� I:IXTURE5 WITH D DEC;REE 5AL�L"STS --- --- --- - - -- - -- _ _ 2© ELECT �-, Jn �+G UNDER PLAY STRWCTURE .AWNING. VER!FT" i �2 ___.____.__ ____ �� 'Li I`�NU BOARD 2, GK S 120 , � � � Wt ru �T A3 SIMI! AR TO A2 EXCEPT 2 �0"% y � EXACT LOCATION ` - - -- --- A 3/4 a _ �KFR - VERIFI - �+•' r N EQUAL TO LITHONI' G�MU1�,240 �20 CW _ i- _ ------_ �___ 24 26 U SP1=AKER R�I,�T(hG WiOW*JER LITNONIA 2GY 432 Al2 120 ELECT I I- �9 _ -� _ _ A4 S,MLAR 'TO A2 X �' i _. . gin FAC!14 BURCx RILL SI ----� / I - _-._ . _ _- ' - o — - - ___ EXCEPT WITH 1/� /, 1�2 W�-I!TE P�.R�.Gu,3E LE'r8 AND TUBE GUARGo t` X619 1 ,., / 16 -. , PROVIDE_ TRANSFORMER F'AD LI"HONIA 2GT 432 Al2 12 0 ELECT � `°_ CK7 �_D ✓ I / _ - 0', 9 25 r_ 25 PER UTILITT" REQUIR ENT n!c J G 15 RECESSED 1X4 FLUORESCENT FIXTURE. (2) F32 18 LAMPS 22 _ _ 120✓ ELECTRONIC BALL�,ST 29 I - 1 L ITHON!A SPF 232 412 120 ELECT OR EQUAL - - ---- -- N �- C RECESSED FLUORESCENT DOWNLIGHT FI'/,TUBE. (1) 18W QUAD TUBE LAMP __- I -- I _- - _ _� FA 1041 O�URCER`,41LLE SIGN ELL UP SERVICE CONDUIT A7 f 0 R _ _ - - A I �,, j I 1 Cf T ,2p✓ cLE�-+R AL'AK REFLECTOR 120\✓ POLE DESIGNA ED 5Y" SERV.1s ! _ --_]_ ---�_--_.__-- T �'� I JUNG PL803-234G UTILITY - VERIFY' LOCA ,ON I 20 22 / BLDG MTD LOGO SIGN I i P. NOT UciED �J�~ I - _ - . - -- -- _ - -- -- - - -- -- - -- --- I�-- --- - _ -J I \- - ROUTE TEL. SERVICE CONDUIT TO F NOT USEDI J-BOX ON BLDG EXTERIOR. S�E PROVIDE 2' TEL. I FLOOR PLANS FOR XA .T R E C / SE VI C II I F R�CE55ED EMERGENCY FIXTURE - P LC�N SIGN 1 CKT / I OE (JNDUIT A�vD I CA IONS pF SOX T.JRE WITH SEALED LEAD \\ I `.7TERY, TEST SWITCH ,.:,ND PIL:T L!�sNT 12� PULS S�fRIrJ� Td J-gUf ! L �T�;�NIA EL.SQ OR EQUAL � IN$7ALi- PE'R US WEST / 1 . P I 4' jPVC PRIMARY" SERVICE C7 REQUIREMENTS j P 1� __� + ___ G RECESSED 100W METAL HAL'DE DOWNL IGHT 'W17H PROTECT ✓, J�Tc ITSt�'E P R14piue r_ C_ i=LCs _- -- - - - ED —. — LAMP. CLEAR ALZ4K REFLECTOR '-----� ' AND t LLS NG PER UTILITY 25 _—Y - --_ --- - �- 1- JUNG H7081"ii-I1rJ0-7D81-Pt?OTECTED LAMP REQUIRES 120V - -------•-- ----- -_.____-- _�__�.�__--- —__ -_---- -._ _-_--__ .. _ .____ _ .-_________. -_ D aLL MOUNT FIXTURE FURN15�-IED BY OLL",: rc. _ H E COR��T;VE U l,_ ` `�_� - _- -- -- --- ---- --- ----- __ _- CONNECT COMPLETE J_ 175 W METAL 4^SLIDE FLOOD LIGHT. WET L�+BEL HPF BAL.L"ST NOTE .� DAY BRITE FLS 17MH DT PAINT TO MATCH ROOF COLOR BURY PRIMARY AND 5E!1ONDARI' P-L_ 25O WATT METAL HALIDE PARKING LOT LIGHT FIXTURE 2e CONDUITS PER UTILITY STANDARDS DARK BRONZE FINISH ON 20' SQUARE STEEL POLE AND ANC4-40R B,,:SE = EXCELINE 0SAF257MA4 - 8 rc-no LEGTRICAL SITE PLAIN _ P41 SIMILAR TO P!_ EXCEPT WITH NCUSE SIDE SHIELD — ----- - ____-SCALE: 11=20'-0' EXCELINE "5AF257M,4" - 8 - HS ooz C7 �_' BATTER'I' BACKUP E'�IT LIGHT WHITE WI7H GREEI•; LETTERS qr Ei'1ERG1-LITE " 12-W-X12-G-I2©-W-MX-AP w J U d x3 =5i U 7 2 CE44NNEL TIMFGLOGK FOR ..Q A�°` - NON SECURITY LTG AND SIGNS OZ 'S 2 POLE R.! ' AT` FOR CONTROL EQ TO SANG AMO o iyLa SYtiBOL LIST OF PARKING LIGHTING GKT w Mo o =N _ _ } RECESSED FLUORESCENT FIXTURE EQUAL TO ASCO 5402-G r -- PE CFLL ON ROOF + IS' I^ c� wALT, MOUNTED FLUORESCENT FIXTURE I TG \I r=AGE NORTH EQ 70 7JR+< 1"CI-IAMFER DDD SERIES >"- � ANCHOR SULTS, BOLT CIRCLE ®�� c,�EASED�?{GNDESCETrT pIXTVRa I � TO MATCH HOLE l6 or.,aoTr.S. e5w�r/FncTvea) F _ _-I —a Q SURFACE/SUSPENDED INCANDESCENT pIXTURE `--- I c: �-- --- - (� � . /. 1- I --- —- - ------ -- - J [it1----1 STRIP FLUORESCE" pIXT'JRE ----- - ---- __ ______._.--- _ _ TO PARKING LCAT LTG ---_^ GRADE COMPACTED FILL -- — TRACK LTmrr urn mus d - � "'----' –"- CKT A-25 (PE CELL ON- �----� - - -- --�— � — J � EXIT LIGHTT I ME CL OGK OFF) L __ J ---- ---- A g _ JUtr(-rioN noX 70 `•L 25 3000PS1 CONCRETE AT r �� J �-r 60" .7_8 DAYS ' SINGLE POLE SWITCIf, WAY t db DUPLEX RECEPTACLE, 4 PLD( F_ \\ � CONDUIT ®® SPECIAL RECEPTACLE Y lam► r-� w w W .— #4 REBAR HOOPS W1TH #4 RELAY(S) WITH POLES AS REQD ---��_,�- -- — - - -� C-- -�- — -- — -� I W _-� � f.._. � � ! 11ES 8" ON CENTER O' ROTOR CONNp.CTION = Cil Q ® S,�E TO CONTROL CIRCUITS 4-9, 11, 13, 15, 11 c� A a- 19, 21, 23, (o, 14, 1(o, 20, 22, 24 AND 2(o I CC> - - ••• - - I I C Ey DISCONNECT EQUAL. TO ASCO 5400 ♦ T .SERIES IN NEMA 1 o L'LEPNONL JAC7C ENCLOSURE (TIMECLOCK ON/OFF) (- — -- -- L_ �_ _. _ — J _ !! � -� � OLE RELAY FOR GON+ROL ® ISOLATED GROUND - - -- aOf= SECURITY LiCsHTING CKTS POLE DETAIL �d "-11(3) AND 19(a) SHG`_ET' NO, G•-'� GROUND wIRL ( PE CELL ON/OFF ` 540 1 '2- L NOT TO SCALE 0-0 P�Irrc FixTup-� ` EQUAL TO AscC� TO BLDG E1:7 LTG AND TO BLDG Ex-1 SECURITI- SIGNS AND SITE SICjNS LIGHTING . �! ` El v ID. 14 NTS PACIFIC HWY., 11680 BUP94-0006 R SIT94-0040 42 OF 6U MlCiti4LMED ____w If I z 1 8 ,il+llli��l��! �I IiI�I�I I► � �1��il�l� ililili�iltl� �l►l�li�il�i► �l�lii��►l�l► �l�l�l��l�l� � Illlll��tl�l� � ililill��l�l� �I;I�II�►l�lll� i �l�lllllll��l ��Il�l��il�l� 1 111111 mtltin tntiililllnllllttlttttlttll tlltlnu nttlnll tt111n1t ttnlnlllttttitttlitntltnlinnlnuinnitlll I11111nt111u111nIt1IIIII I�uIIIIIII�I1�IItnI�nlllnnlulllllll tnllun I1tIItlllit 1111n11nlllln11n11n1111ulnnmlllnn nnlnn�nnllnlin!IInn�1�tI1 ppp- NOT€ (( 1. CONNECT ALL WALK-IN COOKER ,4NG FREEZER \ 1� �0 LIGHTING, HEATERS, COILS ETC. AS RE C D. MOUNT ALL LOOSE SHIPPED DE"ACES. SEAL CONDUIT PENETRATION INTO ENCLOSURE. C, 15 '— ❑ I 2. SEE ARCHITECTURAL REFLECTED CEILING PLANS 15 15 AND DETAILS FOR EXACT LOCATION AND MOUNTING OF ALL LIGHT FIXTURES COORDINATE o LOCATION OF DINING AREA FIXTURES WITH - Q, 11 FURNITURE LAYOUT PRIOR TO ROUGH-IN. _- _ - --�-�_ cc u ---- -- L u OD ---- 15� - -- -{�_ ---- --- --- -- -- - - - 21 1 7-1 USA Cs I C3 I 42 __ a A2 a LIJ ---_- — -- -i__� _- 142 — 12 r Com. c b 1 C C A4 1 9ls s d _ '42 A2� A2 ! � \ / JUNCTION SOX IN S T FOR J I \ I) OWNER FURNISHED E N SIGN ,� \\ �� f \\ A3 PROVIDE DEVICEOR ONNECTIO -- \ \ a \ A3_ AS REQq. TYP!Cel: 5 b �- - - 10 — — \ b �` ► 0 u Al 1 g / }� ® ' NL 4 Al ��-� - -- ,43 ! A 13 �1 ' A Lb rf 1 Lia. g �La _�1 I 1 G + 1r I , 3 92 � 3 HA2 �1Z o42 42 �\ -- 1 1 11 s) ! -�°-n43 + - -- �. I > I -- --- ' A3 •� ' I -- -- -- ROUTE THROUGH RELAY/TIMECLOCK COI"! (NATION n, I C r , �� I FOR CONTROL SEE DETAIL, SHEET E1 d + L_ LNL c b A A4 5 f - _ - 43 d ----__ C f \ s 19 � C d C d G G c C c C c C \ Ills) s 23 4 . A _ `�"� i ` 2 I a _ _ � s 1��1s) A _ -----fF-----___ ----•--fF---_ s �._-------�{}-------_-__ 11 .________�}Il�-_._ _--._ � 11 _ _ - _-----�}}F-------_.... 11 C� j . `=-___` Ig�-._-__--- .__ _._. --_------' J 19(s) 23 21 ig 21 13 13 13 I ' � 01 cu ROUTE THROUGH REL Y/TIMECLOCK COMBINATION ❑ _ ❑ �� FOR C(.7NTROL SEE OETAIL, SHEET EI - --- LIIG;�...4TING FL AI V SCALE 1/4"=1'-0' pp�]/C/ NC. 1p j' j COLu1"181.� CON ALT NCS ENG'NEERS INC. PACIFIC HWY., 11680 / P.O. BOX 4POM >` CRTLAND OF. 931,240 ; 5^3 ' :-t3-2850 BUP94-0006 & Sll-94-0040 43 OF 60 NucAbWLMED 11+III+ 111111' Illllll�ll111 ! +llilll�lilll i I�I�III�I�I�i 11111111�111I1 I�i�III�I�I�i I�III�III�I�i I Ilfll�lllllll 'I IIIIIII�III�I IIIIIIIIIIIIIII ( l�lllllllll�i I'llilllll!II (MCN MAOI IN C#1 MIA ililii Halon ln1 ! ! ! ! ! III 111 II I I II IIIIIIIIIIIIIII IIIIIIiII IIIIIIIIIII!IIIIIII Iilllll!IIIIlIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII (IIIIIIIIIIIIIII!IIIIIIIIIIIIIIIIIIIIIIIIifIIIiIIIIIIIIIIILIIIIIIiII IIIIIIIII IIIIIIIIIIIIIII111111111IIIIIIIIIII1111IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIJill 111111111131 illll ! ilml /r,> T i - !. PRO /ICE CONDUIT Ar-.G ,L:RE FROM F:RE PRO-ECT S'Y'STEM TO COr4T'4CTOR5 CONTROLLIr,lG FR"'ER5 4i1'D GRIDDLES. SEE ONE L!r4E G'46RAM. 2. 1"IOUNT ALL DE /ICES HORIZONTAL. 3. GOORGIN:;Tf. EXACT LOCATION OF ALL MECHANICAL t EQUIPMENT AND CONNECTIONS WITH MECHANICAL _ CONTRACTOR PRIOR TO ROUGH IN. CONNECT ALL MOTORS WITH FLEi!!BLE CONDUIT. c 4. COORD!IJATE EXACT LOCATION 4ND EQUIPMENT � CONNECTION REQUIREMENTS Of: KITCHEN EQUIP c v WITH EQUIPMENT SUPPLIER PR'OR TO ROUGH IN. V T d SEE KITCHEN CONSULTANT DRAWINGS FOR MOUNTING 0 A --'- - HEIGHTS, DEVICE AND ROUGH IN REQU'REMENTS .�,.� _c OF ,",LL KITCHEN EQUIPMENT. „� L Lidi U z > z > I 5. PRO ✓IDWP / E (1) DUPLERECEPTACLE ON ROOF .Q o WITHIN 20' OF EAGH ROOF TOP r IECHANIGAL UNIT. as Lo c 50 �/ 8 8 ROUTE l,2' CONDUIT 2 012 TG PANEL D, CIRCUIT 034, m _ 6. SEE KITCHEN EQUIPMENT SCHEDULE ON S+�EE" E4 - 4 - FOR ALL EQU'PMENT BR,=+,NCH CIIRGUITiNG REQ" S. qp (6D4 C/ 34 33 , , m j 1. COORDINATE ALL AUD!O C3ROI:P AND PAR MICRO 6 - 31O OI �g) , � - L - \ S1 STEM REQUIREMENTS AND LOCATIONS PRIOR TO ur� HEF- �� __--- �, ROUGH IN WITH JACK GRAVES AT BURGER•/ILLS USA. :� 4 m 56 3/4NP 120 �'' ` SEE KITCHEN CONSULTANT DRAWING 05 FOR CONDUIT UL-J, C P�� C ! REQUIREMENTSPA AND STUB OUTS FOR R 14 :D m � 30\ m _ ` - �_ - 455 C.; 2Y Y ON OF AUDIO SYSTEM, PROVIDED 51' ELECTRICAL CONTR. a � 55 �` • � 55 \ -•,- \\ 3P I 8. PROVIDE PAR S`i'STEM DEVICES S��OWN ON KITCHEN I _ 39 28 /^' — - / LU,4TEEFHE, ER CONSULTANT DRAWINGP 05 AND CONNECT TO ANEL B, r-- 60 I CO TROL 0'v CIRCUIT "'s 6 AND 12. ALL CIRCUITR'T' TO BE 44 45 OM (21 � 1 22 O ISOLATED AND DED!GA-Em_ m �� J ® GP-1 125HP p ` � COIL201 12e�V w �� 9. PROVIDE AUDIO GROUP DEVICES ',MOWN ON KITCHEN , m � 49 c� � QC � CONSULTANT � � � r 4 g _� DR,,WING S AND CONNEECT i O PANEL S f 10 43 - I --- N I CIRCUIT "2. r 45 � - .. ` F 1 3/4HP 38 -----� 120Y ( - -� I 7 `n Q 10. SEE KITCHEN CONSULTANT SHEET "2 FOR ADDITIONAL l � 60� I )y - I 1t1 Z Z BINDING ELECTRICAL NOTES. �� L� 26 _ O _ - I 1 Z 11. PROVIDE CONDUIT FOR REFRIGERATION LINES 45 --- _H2 2-1 q O REQUIRED. COORDINATE WITH REFRIGER.�TION I 14 --FLOOR! STUB _ 3© � CONTR.AG OR. ¢' '�, "• SEE K I t�UJG6 NEN 7 A 28 `\ '_ B 14 2 5 W C= l -- 2 G.� I_ � ; : FIRE SY5 'F=1`i REMt�T W_ - 12. P ,:� L L AG-! ON RO �' B ,` < PROVIDE CORD CA SAS REQ,�IRED FJR L P UG- I �. i----COMPUTER 15 I I J IN EQUIPMENT AS UESIGN�+-i ED ON THE KITCHEN 4 - 19 11 PULL 6T,4TION /ERIF`►'f 55 MC14 208'x/' 1 23 21 �rO TELEPHONE 13 - -- ! ' 3PH I p I E� ,4CT LOGATIOT -'� Cl EOI.Ir-'i"1ENT DRAWINGS. QC A ! kA - - - L. , -4 13. PROVIDE CIRCUITING AND SIGNAL AS REQD F 15 ` L_ B T R DR YE NRU G.�TY MONITORING .-,NU DISPLt-+Y I E � ' RIFF COORDINATE REQMTS WITH SYSTEM SUPPLIER, c I I IOCN 8 CONNECT TO P4NEL B CIRCU T 4 1/4 f 120`/ --% ! � CONNEC -T TO MENU _ J - -- Al . - / _s - ) �\ 10 \ i n � BOARD 13 \ 15 - �' I db T, i \ 8 1 FI 05 c � - l-1 -FDO UJB : L'-N D - 5 f GN 1..;-- FL r4/4N SCALE i/4'=1'-0' s d cv Ln �i NFF � 0236 Q 1 • i . COLUi"1�3► � GCNSULTING ENGINEERS INC. - �•' P.O. BOX 4O088 PORTLAND OR 97240 (50+3) A'43-2850 PACIFIC HWY , 11680 -� BUP94-0006 & SIT94-0040 1_ J 44 OF 60 t E 1. 41994 MICRORLMED ,1)1,1,1,;, ,I, i,�11,�,�I1,I � If l�l`I�I�I�I I,I�I,I�I,I,I IlI,1,1,I,�,� l,I,(,�,�,I�� I�IlIlI�If ijt'I I!I!IlI�Illf l Ilii Illilf if l If lllf l�if lll�I ' I�If l�lf lil�l I,If I,l,I,1)I ti�II',l,I unilin nnlitilmnllnlllnlltnl tntlntt tntlnn lntitttt nttinll!Itlllinllntllttlllnlllltn�nnlltti Itttlilnln1111i1111!IIIIIII►IIIIIIIII�nultnlllll� IIIIIi►I�IIII Illllntl IIIIIInIIInIIIIniIIIIII1n�l►nllnlll�ullnl III11�111 Ilnllln�llcllnnlunillnllrn t;1.l:IK1LAL. BEliI1KE!lNIS THE CLa0tETEp INSTALLATION S1MLL OOMFMN TO All.. AFPLICABLE IS. BRANCH PANELS SHALL BE BULT--IN THERMAL MAGNETIC CIRCUIT BREAKER IIIc, DUCHIPIIOH LL1AD YIILL PHASE PAtEI. LIRGUIi Y113E NLI1Es IucwlL . STATE UNh SNB G CALNEC SLIDES. ORDINANCES AND REGIILAT,ONs _ 1"'AIN DISTRIBUTION f�NEr_ iNCLu•.•lMli FlJbaISMIMHCi NECESSARY P!•RM;iS AND INSPECTIONS TYPE, QU(Ch-W1HiE, QUICK-BREAK, AMBIENT COMPENSATING, 10,000 _ 1 � � REWIUIRED IT M GpW"ING AUTKMIiiES. ALL Wn t SMALL BE AMPERE MINIMUM INTERRUPTING CAPACITY, OF THE CHARACTERISTICS 5 WASHER/DVIYER 4.8KW 120/208 1 B �,1. J910 MDP DOE IN A MEAT, klaft%041 Ikf FINISHED AND SAFE MANNER, SHOWN LIN THE DRAWINGS, F 1 T PANEL DdOMS WITH FLUSH LIFT LATCHES 9 ICE MACHI HE 113A 206 1 B 1,3 2112 ACU%CING TO THE LATEST PUIILISHED N.E•C•A. STANDARDS IIF AND LOCKS, KEYED AL IKE., EQUIP EACH PANEL WITH A NAMEPLATE 9 ICE MACHINE ISA 208 1 B S,7 2#12 SECUND CONNECTION MOUNTED INSIDE OF TIC: DOUR CORRESF'INDING TO DISTRIBUTION 1? DiSHWASHEF. OA 120 1 C 4U 2#12 ---- --- ------ --• .--- -- _— E AS REWION.RED lBY T E NATIONT SELECTRI AL CiR,XJINDIMIG SHALL LABELING, PR13VIDE A TYPED CIRCUIT DIRECTORY IN DOOR TO IDENTIFY 14 SLICER l/3HP 120 1 C 42 2012 1-114'r- _ ��Q iZ©/.��" 3P7� AS RCQUIRED BY THE NATLp4AL ELECTRICAL CGDE' ALL CIRCUITS AND SPACET, ARRANGE LOADS TO BALANCE THE LOAD 18 FREEZER LTS/HT ISA 120 1 A 10 2012 -.--- -- L Y 3 _ P %lS1T ?HE SITE PRIOR TO BIDDING TO KCIIIE FAMILIAR WITH CURRENTS EQUALLY Bf .• `.N THE PHASES. PANELS SHALL BE OF THE SANE 19 FREEZER COIL ISA 208 H D 26,28 2012 E11STiNG C04011IMS MID ALL OTHER FACTORS WHiCH 11AY AFFECT MANUFACTURE AS THE STRIBUTION PANELS. 19 FREEZER CO* 20A 206 1 D 30,32 2012 ; THE E)(ECUTIO+ )F THIS VCBRK. INCLUDE ALL RELATED COSTS IN 21 REFRIG LTS/H1/COIL 2UA 120 1 A B 2012 �.-,.\ 200 200 ©� / ^40�� 19. INSTALL AT THE BUILDING, SERVICE GROUNDING BY MEANS OF TWO OR 21 REFRiG COMP TiE INITIAL B!D MR�OSN.. 3 208 1 D 31,33 2110 /` ,SORE DRIVEN 5/d INCH BY lU FOOT 'COPPERWELD' TYPE GROUND RODS. 27 HEAT TAMP 35 OV 120 I C 28 2012 3 #A L MATERIALS SHALL NEV AND BE OF THE BEST QUALITY, TAE GROUNDING CONDUCTOR BETWEEN THE GROUND RODS AND SWITCHGEAR 29 BUN TOASTER 1300W 12U 1 C 36 2012 M,MNLJFACTURED IN ACCORDANCE WITH NEMA, ANSI, U.L. �1ND OTHER SH4LL BE BARE, STRANDED CLIPPER CONDUCTOR. A GROUND WIRE SHALL BE 30 SAND PREP TABLE 4A 120 1 C 30 2#12 \ APPLICABLE STANDARDS. THE USE OF MM4lFACTU1RER•S RIMES, CUMIECTED TO THE K ILDING COLD WATER PIPING AS REQUIRED BY NEC. 31 BUN WARMER 4A 120 1 C 26 2#12 MaKLS AND NUMBERS IS INTENDED TO ESTABLISH STYLE;, DUALITY, ALL OROCEDURES AND METHODS AS CONTAINED 1N THE STATE AND NATIONAL. 33 MICROWAVE OVEN 140OW 208 1 C 32,34 2#12 APPEARANCE AND USEFULUdSS. PROPOSED SMT1TUt10NS REQUIRE H ELECTOICAL CODES FOR GROUNDING OF EQUIPMENT SHALL BE FOLLOWED. 34 FRYER 17KW 206 3 D 1,3,5 306 150 150 200 400 PRE-110 WVITTEN APPROVAL OF THE ARCHITECT, ALL FUDER CONDUITS TO BE INSTALLED WITH GROUNDING WEDGES AND/Uk 34 FRYER 17KW 2U8 3 D 7,9,11 3#6 BUSHINGS WITH SUCH BONDING AS REQUIRED iIi INSURE LAW IMPEDANCE 34 FRYER 17KW 208 3 D 13,15,17 306 �- 4 SUBMIT COR THE ARCHITECT'S APPROVAL A MATERIAL LIST AND SUFFICIENT CURRENT-CARRYING CAPACITY TU "ANDLE FAULT CURRENT, 34 FRYER FILT'-k 15A 12U 1 B 31 2012 IF NECESSARY VERIFY -`--_--`- '-- -- --_ — -- -- ; COCONTAINING 11E MANUFACTURER'S AND LOCK DISTRIBUTOR S NAMES. W/FRYER SUPPLIER d O , NIANINGT C DETAILED CT SER'S CATIOA AND DATA SHEETS FORAME ?0. PROVIDE ALI. LIGHTING OUTLETS INDICATED UN THE DRAWINGS WITH A Z 36 HRY DUMP STN 145 OW 12U 1 C 24 2012 FIXTURE OF- THE TYPE DESIGNATED AND APPROPRIATE FOR THE LOCATION. 36 FRY DUMP STN 145OW 120 1 C 22 2012 SECOND CONNECTION 41 ,.QLIPMENT TO K I<URHISHU. SUBMIT 6 COPIES OF DATA 1N 3- OUTLET SYMBOLS ON THE DRAWINGS WITHOUT A TYPE DESIGNATION SHALL 39 ISI AND MICROWAVE 140OW 208 1 C 31, 33 2012 ---- �^ POINT COVERED BINDERS FOR THE FOLLOWING ITEMS OF EQUIPMENT HAVE A FIXTURE THE SAME AS THGSE USED IN SIMILAR OR LIKE 39 ISLAND MIL'ROWAIE 14DOW 208 1 C 35, 37 2012 �/ C AND SI STEMS. LOCATIONS, LAMP EACH FIXTURE WITH THE SUITABLE LAMP CATALOGED 42 HEAT LAMPS 2500 120 1 C 25 2012 2 EACH - 2) 4'c, /4 - 5m© kGM �U f-+ t SYITCMMGEAR, DISTRIBUTION AND BRANCH CIRCUIT JELS.YIRING F`Ok THE SPECIFIC FIXTURE TYPE, LAMPS TO DE GE OR APPROVED EQUAL. 43 BUN WARMERS 4A 120 1 C 27 2112 2 EACH TO SERVICE POINT PERIA DEVICES, ALL TYPES 44 HATCH TOASTER 20A 120 1 C 9 2112 LIGHTING FIXTURES. 44 BATCH TOASTER 20A 120 1 C 11 2012 �t QI 21. PROPERLY AND ADEQUATELY SUPPORT ALL ELECTRICAL EQUIPW-NT, 43 GRIDDLE 11,25KW 208 3 D 2,4,6 3#8 r T 'r 0 . N # 5. PROTECT ALL ELECYiRICAL MATERIAL AND EQUIPMENT INSTALLED FIXTURES, PANELS OUTLETS, ETC. EACH FASTENING DEVICE AND SUPFURT 45 GRIDDLE 11,25KW 208 3 D 14,16,18 308 U I ILI 11' REQUIREMEN I S � O UNDER THIS DIVIS113N AGAINST DAINAGE BY OTHER TRADES, WEATHER SHALL BE LAPABLE CIF S'JFPORTING NijI LESS THAN FOUR (4) TiMES 1HE 45 PLATTEN 6KW 208 3 D 8,10,12 308 C0SEE SITE PLAN ULTIMATE WEIGHT OF THE OBJECT OR OBJECTS FASTENED TO OR SUSPENDED 45 PLATTEN 6KV 208 3 D 20,22,24 308 COI4aT%IERI4S dH ANY OTHER CAUSES, EQUIPMENT FTk1ND DAMAGED CAR 47 FIRE PROTECTION 20A 120 1 B 2* 2012 1N pT14ER T1HAM NEIN IDITID4 WILL /E REJECTED AS DEFECTIVE. FROM THE BUILDING STRUCTURE, SUPPORTS SHALL PROVIDE PROPER 48 SAND WARMER TOP 800Y 120 1 C 13 2#12 QJ y ALIGNMENT AND LEVELING OF FIXTURES AND EQUIPMENT. 48 SAND WARMER TDF' 800V 120 1 C 17 2012 ' Ye. KEEP OUTAGES TO OCCUPIED AREAS TO A MINIMUM AND PRE--ARRANGE U C O 22. PROVIDE THE SYSTEM OF CONDUITS AND OUTLETS SHOWN ON THE DRAWINGS 48 SAND WARMER TOP 800W 120 1 C 19 2#12 ALL GES SMA WITH THE OWNER'S REPRESENTATIVE. REQUESTS FOR 48 SAND WARMER TOP 800W 120 1 21 2012 OUTAGES SHALL SATE THE SPECIFIC DATES AND H[IUJRS AND THE FOR TELEPHONE COMPMEET.NY LISF_, ALL WIRING, INSTRUMENTS, SURFACE ♦8 SAND WARMER BOTT0�4 1000V 120 1 C 23 2012 2 CONNECTIONS MAXIMUM DUIRATION, WITH THE OUTAGES KEPT TO THESE SPECIFIC TE-RHINAL EQUIPMENT. ETC. WILL HE PROVIDED H'Y THE TELEPHONk: � cc V) C TIMES. COMPANY. 49 TIMERS 100Y 120 1 C 29 2112 4 d ' 50 PAR SYSTEM 1500W 120 1 B 12 3#12 INCLUDES CASH 111, THIS CCNTRACTOR WIU IE LIABLE FOR ANY DAWvES RESULTING 23. LEAVE THE SITE CLEAN AND READY FOR OCCUPANCY, REMOVE A1.1. DIRT, ' REGISTERS/ISOLATED L � m FROM UNSCHEDULED OUTAGES Olt FOR THOSE NOT CWiINED TO THE DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT AND WIRE SCRAPS .XND ALL DEDICATED MISCELLANF-OUS SPARE EQUIPMENT AND MATERIALS USED IN iH1S DIVISION 55 SHAKE MACHINE 30A 208 3 C 2,4,6 3010 PRC^APPROVED 14AINT. INCLUDE ALL COSTS FOR N THE LIN LABOR AS 55 SOFT SERVE 30A 208 3 C 8,10,12 3010 0 NECESSARY TO HNAIM4TAIN ELECTRICAL SERVICES ]N THE INITIAL BID .IF THE WORK DURING CfINSTRUCTIUN, ALL COMPONENTS SHALL BE FREE OF 2012 REFRIGERATOR 1?0 1 B 16 PROPOSAL. TEND]E"t>RARY WIRING AND FACILITIES, IF USED, SHALL BE DUST, GRIT AND FOREIGN MATERIALS, LEFT AS NEW BEFORE FINAL 56 HOT TOPPING 10V 12U 1 C 14 2012 0000 e 0 0 A i REMOVED ATHE SITE LEFT CLEAN BEFORE FINALACCEPTANCE.TANCE. ACCEPTANCE OF WORK. 58 59 REFREFRIRI CASE 7A 120 1 H 16 2012 \ M 24. FURNISH WRITTEN GUARANTEE TO THE OWNER, EFFECTIVE FOR A PERIOD OF 60 PAR SYSTEM 1500W 120 1 B 6 3012 INCLUDES CASH «" lip 1 7. INCLUDE CUTTING, PATCHING AND RESTLlRATI3N OF FINISHES ONE YEAR ANTER DATE OF SUBSTANTIAL COMPLETION, COVERING ALL REGISTERS/ISOLATED t NECESSARY FOR THIS WORK. SURFACES DAMAGED BY THIS WORK AND DEFECTS IN CONTRACTOR FURNISHED MATERIALS AND WORKMANSHIP, THE DEDICATED SPACES AROUND CONDUITS PASSING TMILI JH FLOORS AND WALLS CONTRACTOR SHALL AGREE TD REMEDY ANY DEFECT BY REPLACEMENT OF 63 CONY, OVEN HOOD L/6HF 120 1 C 2C 2#12 SHALL K NEATLY PATCHED AND FINISHED TO MATCH THE ADJACENT DEFECTIVE PART WITHOUT ADDITIONAL COST TO OWNER DURING THE. PERIOD 64 SODA UISP, 3/6H 120 1 B 2C 2012 2 CONNECTIONS i ��+ CONSTRUCTION, INCLUDING PAINTING OR OTHER FINISHES. OF GUARANTEE, INCANDESCENT LAMPS ARE EXEMPT FROM THE GUARANTEE. 66 CONY, OVEN 5.3KV 200 1 C 1,3 2#8 STRUCTURAL MEMBERS SHALL NOT K CUT UR PENETRATED IN ANY H 67 SAFE 1K3 120 1 C 1 3N 12 ISOLATED 4 DEDICATED MANNER UNLESS SPECIFICALLY APPROVED BY THE ARCHITECT. WHERE 74 SODA DiSP D.T, 6,3A 120 I C 18 2012 1 ---J---- �1 MOISTURE ARE INSTALLED IN SLEEVES OR RLOTHE COUTSONDO TS SMALL K 75 COFFEE MAKER 3,4KV 208 1 H 25,27 2010 MOISTURE BARRIERS, THE SPACES O FRED THE CONDUITS SHALL BE 77 HOT CHOCOLATE IKV 120/208 1 C 16 3012 d � ( G � i PACKED WITH OAKl1M AND SIALIC TO PREVENT ENTRANCE C)< L MOISTURE, a. PERFORM ALL NECESSARY EXCAVATION AND BACKFILL- FOR THE INSTALLA-TION OF ELECTRICAL WORK IN COMPLIANCE WITH DIVISION 1 1 ( 2, FOR DIRECT BURIAL CABLE AND NON-METALLIC CONDUIT A MINIMUM 7-TNCHARO COVER DH SAND OR CLEAN EARTH FILL SHALL BE PLACED ALL AROUND THE CABLE [1R CONDUIT ON A LEVELED TRENCH BOTTOM. LAY ALL. STEEL CONDUIT ON A SMOOTH LEVEL TRENC71 �_`-� L BOTTOM, SO THAT CONTACT IS MADE FOR ITS ENTIRE LENGTH. !_ _J WATER SMALL 1E REMOVED FROM TRENCH WHILEELECTRICAL CABLE DR V CONDUIT 1S KING LAID. 9. REMOVE Pa RELOCATE ALL ELECTRICAL WIRING, EQUIPMENT, 1 FIXTL:LS, E'C., AS MAY BE ENCOUNTERED iN REMOVED OR I REMODELED ARLIr IN THE EXISTING CONSTRUCTION AFFECTED BY THIS YORK. WIRING WHICHH SERVES USABLE EXISTING OUTLETS SWILL TI RESTORED AND L WIRING CLEAR OF THE CONSTRUCTION DR CLEAN.TIRE REMOVE ALL SIRING TO BE ABANDONED TO LEAVE SITE /oQA 3P cONTAGTORS - CLEAN. THE MATERIALS NOT SCHEDULED FOR REUSE SHALL FOR FRYERS I ' BEIDE THE PRt>PERT'Y OF THE CONTRACTOR FOR REM:VAL FROM THE �� C-, SITE, I! 10. COOPERATE Y1TM ALL OTTER TRADES FOR PROPER iNSTALLATION DF ALL • N � J STENS OF EQUIPMENT. CONSULT THE DRAWINGS OF A' L OTHER TRADES OR 1 CRAFTS TO AVOID CONFLICTS WITH CALINETS, COON'=RS, EQUIPMENT STRUCTURAL MEMBERS, ETC. IN GENERAL, THE ARCHITECTURAL DRAWINGS GOVERN BUT CONFLICTS SHALL BE RESOLVED PRIOR TO ROUGH-IN, W il. ALL FINISH SHHALL BE INSTALLED IN METALLIC CONDUIT, CONCEALED 1N PANEL__ A •GROUND BUS VOLTS I?.o�208� afi4� PANEL Lr - 0GROUNDBUS VOLTS-1 `01Zo-OV- 4� TO TO ALL FINISHED SPACES. ZINC COATED STEEL EMT MAY BE EMPLOYED IN ALL O SURFACE MTD. ��r DRY, PROTECTED LOCATIONS, FLEXIBLE STEEL CONDUIT WILL BE LOCATION MDP AMPS-�JL-O MAIN CKT.BKR. BI MAIN LUGS ONLY 0 FLUSH CE MTD. S 'L�j I.F�� EQ�CJ � jCJ �-Lm —✓E FLUSH MTD. LOCATION AMPoC7 MAIN MKT. BKR I*MAIN LUGS ONLY 0 PERMITTED ONLY WHERE FLEXIBILITY !S NECESSARY. ASSEMBLE CONDUITS � -Ir FLUSH MTD. AND SECURE TO BOXES, PANELS, ETC, WITH APPROPRIATE FITTINGS TO MAINTAIN ELECTRICAL CONTINUITY. S17.f CONDUIT AS INDICATED ON THE NO SERVICE p A WATTS WA TS WATTS NO SERVICE p A WATTS W S WATT! WATTS 1NATTS WATTS WATTS WATT WAITS 60,43'1= CONTACTORS - DRAWINGS. WHERE NO CONDUIT S17E IS INDICATED, SIZE FOR THE NG SERVICE P A NO SERVICE P A QUANTITY OF TYPE THW CONDUCTnRS ±NSTALLED, PER CODE RULES. i �iT*c*icl`I vrvpIr1 � A 13 2 wlNRaw - ,�c-Ez 120 -1 0 1 aU '-� ,� v� FOR COOKER GRIDDLES c-�I EXPOSED CONDUIT SHALL HE RUN PARALLEL OR AT R t GFHT ANGLES TO --- /VIAGt�_I NJ� 2 I 2(Xj 2 _ _ �4 I — -- — - 1 STRUCTURAL BUILDING LINES, OFFSET INTO BOXES. ALL CONDui'S SHHALL 3 SE�1 D1NJM LTG I 4 D,T, GG f►��GOYMM l�qp �� 4� BE SECURELY SUPPORTED AND FASTENED, y 3rZDO 4 5 � SEAt Lt«' __ 8 s �oHJ 51 5 iNE 2 15 ZOo B 30r=1 3P CON52 TACTORS 12. OUTLET AND ,JUNCTION BOXES SHALL BE CODE GAGE 'nLvANIZED STEEL OF ��• 6,4f, . CODE REQUIRED SIZE TO ACCOMMODATE ALL WIRES, :I T T I NGS AND 7 I M6N� 8 �Q 11. L'1' 7 7 .- - - = w t'-- C DEVICES. CEILING OUTLET BOXES SHALL BE 4 INCH OCTAGON AND WALL - - - __...� IZOO -8 MILS(— Q ' FOR G(�C�K� •� P�pA CNS �\ OUTLETS 4 INCH SQUARE MINI MUM S 1 ZE EQUIPPED, WITH APPROPRIATE 9 ��,,�e��r�� 0� /1��, 10DEVICE [_._se{t[ Lr _ 9 - `� 'r Z 2j}Q� 10 y �� NOT (-� 13. FEEDER AND EBRANCH R. SC I RCU TALL NOT TTW I RE SHALL BE SOFT DEVICE DRAWN RCOPPER, NO. 12 1 1 __�K C1! r `� 12 � 1 1 � -� ?Aoo 12 bY6TeN� �� 1"14IN DISTRIBUTION P ^NEL `AOND MINIMUM SIZE WITH 600V TYPE THY OR THYN INSULATION. VIRE SHALL 13 14 — .4-A NEL III THE LATEST REQUIREMENTS OF THE CURRENT EDITION OF THE � — I — r�N'C � - '� 13 M 'ID �(QO 14 C�jr}Gpl)►�T�t DGS I � L Ti NEC AND SMALL MEET ALL ASTM SPECIFICATIONS. WIRE SHALL BE 15 PeY77-4 F r 4-rS IM18 �• 15WC� y Qom-] 15 Y iL ,-g- _- PANELS A, B, C < D ARE TO ESE INN A SINGLE _ ��G- '''��-- SWITCHBOARD ENCLOSURE. SEE FLOOR PLAN + I SUITABLY PROTECTED FROM 'WEATHER AND DAMAGE Dl1RING STORAGE AND - - - - -- - HANDLINr, AND IN FIRST CLASS CONDITION WHEN INSTALLED, SPLICES 17 f�� { O 18 �()}� G� 17 — I SHALL BE MADE US I NRG 'SC OTCHHL-UCK', IDEAL VIRE NUT OR S I M I LAR CYPE --- � i%GE &7 18 U w - �Q_ c rTv -r C CONNECTOR. LEAVE 6 INCHES SINGLE VIRE PIGTAILS FOR CONNECTION OF .9 ar)�f )oD 20 _� �? T 19 5Pp. H� 20 - FOR ALLOT ED SPACE O DEVICES AND FIXTURES. CROSS OR MASH MARKS ON CONDUIT RUNS 2 ---- Sx w ar d _ - J i INDICATE QUANTITY OF NO. 12 CONDUCTORS UNLESS OTHERWISE NOTED `i I 21 _- �2� WRC U?I 22 7r WHERE MARKS DD NOT APPEAR, IT IS UNDERSTOOD THAT TWO CIRCUIT 23 24 c-' µ�-- �� +,� l I CDNDUICTIIRS EXTEND TO THE OUTLETS SFH[IVN. MINOR DEVIATIONS 1M Xr I T -__ �Nu � .PHp fskT 23 - t.f Hao Y4 v ON f I � CIRCUITING AND BRANCH CIRCUIT DISTRIBUTION OR pRRANGEIHENTS TO 25 {•�i s O 26 - ? O �5 -- f _.. ____ — t I� 5Vs'TE+Ah^- 000 �--. I ii1-�� I �� \, I 120!2©SV 3P�� lL 0) CC - I SLIT CONSTRUCTION CONDITIONS IS PERMISSIBLE, - -- ---- - --- GOf�� A•W-0-_ 20/0 1-100 2@ 1 27 - 5O0 28 �� O� - _ :7 1100 28 F , NOT TO SCALE 14. WIRING DEVICES SHALL BE SPECIFICATION GRADE, IVORY FINISH, 2 50p 30 - - - 500 29 �P►1-I taw _ot4T. 10 — - 30 ByHUBBELL GRADE DEVICES AND PLATES TO THOSE LISTED HANNT, LEV I TOED 33 .-_�JP�C_¢,� 3A - SPAT - 31 32 BY HUBBELL, ARROW-4-MT, SIERRA, PASS L SEYMDUR, BRYANT, LEV[TON AND GENERAL ELECTRIC ARE APPROVED, _ _ - - _ - 33 isPA��- 34 �� l 35 --- - -- 38 35 y 7 3g .� -pp LOAF SUMMARY WALL SWITCHES, 20A, 277V, TOGGLE TYPE, BRYANT 4901 SERIES. _ DUPLEX RIES. ACLES, ISA, 120V, 3V, 2P GROUNDING, ARYANT 37 - - 5252 SERIES.ES. _� _ 38 37 -' lj pQ0 E 38 CLOCK HANGER RECEPTACLES, 15A, 12OV, 3W, 2P GROUNDING, 39 - 40 - 39 -`-- - 40 BRYANT - a1 L IGNT ING 2�.9k1U 1.25% =34.E-ArW Sete-Gs. a i _____ -- " 42 � '- 42 - ---- SPEC14L PURPOSE RECEPTACLES AS NOTED. - -- --- - -�_ _ FLUSH rA-: PLATES, THERMAL PLASTIC, SMOOTH IVORY FINISH. PHASE WATTS 4830 5033 6006 PHASE WATTS 4= PHASE WA1 .S GZC)(1 7020 SURFACE COVERS, GALVANIZED STEEL, 1/2' RAISE. p PHASE WATTS p4}0 4550 6940 t�c c� II I JEATHHERPRDOF COVERS, TERRA VPD-8 MOUNTED HORIZONTAL. TOTAL WATTS t0 1 PHASE AMPS TOTAL WATTS J(04tL O PHASE AMPS 10 RECEPT' IS. PROVIDE POWER WIRING AND CONNECTHEATING, i0 EACH ITEM OF EQUIPMENT SHOWN '1N THE ;,RPV1NfiS FOR HEATING, CODLING, VENTILATING, Pl_IMBING, ETC. _ � MISG. REJUIR;NG COHMECTIONS. VERIFY ROUGH IN REQUIREMENTS IDR EACH P4NEL G - 6 GROUND BUS VOLTS $- -4t'`� PANEL __ v _ a GROUND BUS VOLTS I`EM• PP00DE ALL CODE REQUIRED DISCONNECTS. SAFETY AND L ,CATION IADP - n SURFACE MTD. AMPS Zu_7_-f-1 MAIN CKT.BKR. •MAIN LUGS ONLY LOCATION MOP i SURFACE MTD. AMPS_. _U MAIN MKT. BK.R. B➢MAIN LUGS ONLY Q I '!USC WHECT SVITCHES SHALL !E GENERAL DUTY, QUICK-MAK,' WIIICK- -■ FLUSH MTD. BREAK,I)1.AL RATED, EQUIPPED WITH DEFEATABLE COVER INTERLOCK, - ig FLUSH MTD. KITCHEN 1(o7,2kW D,rOr7 =105,-iIC1v I r DiSWIINGS. QUIP HE FUSIBLE DR NDNWCTSHWI AS DESIGNATED ON NO SERVICE P A WATTS WATTS WATTS WA1TS WATTS WATTS L: i Q , DRAWINGS. RED BY FUSIBLE DISCONNECTS WITH DUAL IFUNENT NO SERVICE P A r NO SERVICE. P A WATTS WATTS WATTS NO SERVICE P A WATTS WATTS WATT; I "ill C 1� FUSES REQUIRED Br TFE EQUIPMENT SERVED. COORDINATE FUSE t A _ SIZES AT THE TIME THE EQUIPMENT IS CONNECTED. MOTOR 1 coH�y HJ 2 27So 2 /AA e,4 00 2�XxJ 1 Op. 3 r -� ' 3 1 STARTERS, MAGNETIC, FULL VOLTAGE ACROSS THE LINE NON- _ - -- ----- _--- -- ..-__ 11�L1�t% _4-_ _ 7 O HvAc =33'(0 kw O REVERSING, 120V COILS, CONTROL TRANS-FORMERS, NEMA 1 3 Z7f0 4 — Zetae> 3 4 �.�$O -. 5"06 ___ __ _. ENCLOSURE;, PROVISIONS FOR AUXULlARY CONTACTS, STARTERS MAY 5 /� �M�O g -- ---- i TOTAL AL ='SB.gkLU BE COMBINATION TYPE WHERE SHOWN ADJACENT 7❑ DISCONNECTS. - _.. . .___.. --_-- ZLZ-'�7 5 - j(r 6 "' -- -- 3750 7 ---- ---' CONTROL WIRING BEYOND THAT SHHUWN ON THE ELECTRICAL DkAY[NiS 7 _M E - - 8 SOFT SIVO-J1_ 3 zzt- 7 Z - - - r-' -'--'--� WILL BE PROVIDED UNDER ANOTHER Di'VIS10N Of THE YORK. -__ ----_- -_ _ F YQ(� (o(A6 8 Lcrr"1-�l� �j � _ SPECIFICALLY FI CAL SHALL BE NEMA I FOR INDOOR USE, UNLESS 9 _ 'ro/�'�61L- 10 9 $( b 10 SPECIFICALLY MgTED UTNERVISE, AND NEMA 3R WHERE INSTALLED '-' - - ----- ---- —-- � - EXPOSED TO THE HEATHER DR DESIGNATED By THE SUBSCRIPT 'VP'. 11 _ v{i _ �� 12 _ 5666 12 '14�op 18c�c� `OSy J 16. PROVIDE A NEW SERVICE AS SHOWN ON THE DRAWINGS, COORDINATE ALL HJ 1 G�'.O _ Mxi' 14 HOT OP IN6 I 40 /N'X�o T3 a 1a � �� P NETALA-SPELTC'_ADTIUNITS CONTTAININGSUVINIrIQUIC:K-KWE, HORSEPOWERLITY. DISTRIBUTION IRATED FUSIBLE 15 �-- 18 VICfi' �j�r -- - ( - 15 L"a' � — Ig �� .- %; j? 0 ---- - THEREFORE 4 00©F-+ SLi l TCR-fBOARD N� SVITCHESFOR37 0 BUS SMALL COPPER 100,000 AMPERE INTERRUPTING CAPACITY. THE 17 B� 18 � pA/ rtk0 t 17 � - 18 � � BUS CORK SHALL BE COPPER UR ALUMINUM ::iZED AS SHOWN ON THE ONE- - --- Sv ll1 LINE E C ANN, WITH A MAXIMUM HCi-^•GREPrl` TEMPERATURE RISE OF 55 19 �.j 20 QV� � 400 19 F�l►(i --- '� L� — - 20 '(-rEl"� 3 l� � S 0 I I CS r DEGREE L ABOVE AN AMBIENT OF 40 DEGREE C UNDER CONTIN4JUUS FULL - -- --- _. 0C1� + ' LOAD CURRENT AND BRACED FOR '30,0,0 A.I.r. FUSIBLE SWITCHES SILL 21 '� — "' — — ,n $C>!7 22 U1 V J BE E Qu I PT►E D WITH COMPRESSION TYPE LUGS WHENEVER ALUMINUM V I RL IS _ O�M per- - - _. 21 �--_- � 22- ,w-- .� � USED. FUSE EACH ACTIVE FUSIBLE SWITCH WITH UC NON-RENEWABLE TYPE, 2 �WM� �K• C��FK fQpO 24 1. 23 .,. S � 24 --- - - DUAL ELEMENY, CURRENT-LIMITING FUSES OF ;UCH CHARACTERISTICS AS ---- `— �L _ SNOVN CIH THE DRAWINGS. APPROVED MANUFACTURERS ARE VES7iNGFOUSE, 25 �� 26 BVO {NA^�` 25 A(r 7S G a3i7jY Zg ��1- G(�IL /j �O GENERAL ELECTRIC, SQUARE D, SIEMENS ITE. CHALLENGER ML �- ----_-_._-._ -- WD WF.STINGHOUSE MAY K DID AS AN ALTERNATE. 27 v� w' `� 28 _ i� Lh 27 r 28 29 pj�,Q, 1' ---- 17. PROVIDE METERING TACILITIES AS INDICATED ON THE DRAWINGS, ��" _- -- JQ� A�G1��N ��L _ 4f3o 29 ... 4JW 3U Q- �� -- �p�D f/1 LOMPI.Y i NG WITH+ THE E z t-.%L I SHED SERVING U1 I L I T Y REQUIREMENTS. 31 C M ,664_ 140 32 /VIIGPOWfMJG Z ?� '700 31 --_- - - --- - - 32 G!N E EQU'lP METER SOCKETS WITH ;'IRR£NT SHUNTS OR PROVISIONS FOR PEST 33 - - 3a _-._. _. w CG17L6R C.OQA� 'N? 0 19Oo �- _ __ "- _ Ild'1 t� SWITCH HAS WAUIRED. IHCLU ' ALL METERING CHARGES OR CDHMECTION pp _ - ZG7 3, ...� Id100 34 ♦ e23o sheet nO, COSTS C:HARCiED BY THE SERV1Hf, .'ii_1TY iN TME ORIGINAL PROPOSAL, - -' - ------ - 35 kWAL* 2 '10 38 � � 35 - - -- 36 •`—� __ 37 ..► _` - - - - - - 700 -- - 38 - � 30 -- - OIGO --------- � 37 ._ ------�� I 1� -- �po_- 40 �5H WA'SI�FI�- _...__ . 900 39 40 - - --- �� < RtacM b� ? tr - M3. I cv 42_ 61._�G_E__/i__-_ � 4, — - -- _ a2 ��yEr p N/ I PHASE WATTS -- - - -- - - - ---- - 4640 IQ 0 _ - PHASE WATTS VO �►0 PHASE WATTS ?8g9b �qqg �,yqg PHASE W.y1TS (A7 1Q140 1(311 TOTAL WATTS 44-1(oO PHASE AMPS TOTAL WATTS 2 (pts q1�2 p,� PHASE AMPS qq (-2$5c vo&DIV) �•? PACIFIC HAY., 11680 Cal-U1�81 C70NSULTiNG ENGINEERS INC. PACIFIC H 6 8 s11680 P.O. BOX 400M PORTLAND OR 9'1241 (503) 243-2bbO 45 OF 60 141994 MIC RLM ED I{Ill {i�l{Il!{ Iillllillll{II1{1{1{1,11111II{I{I{ill1ISI I{IIIIIII{I{1' III ill III{I,t'�I1{1{I{11;11{1111111I111{!{III{III{I1i{1{I I{III{I�I{III{1°II{Ijl{I{III{II{IIII1,1{I{I UNCI, MMIC N CNNIA _� Illlll IIIIIIIiI IIIIIiIIIIIIIlII11111111I1111 Illil'lil Illllllll 1111{1111 Ilil{1111 ILII{IIIIIIIIi{ililllllllllli 1111{1111 (111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II mom, 111111111111111111 IIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIeIIllill,nninn►II11 6' 4' COitCPETE CEMEKT 4 CRti�'E CURB.kX RUDE t) CEMENT `'—_--"~' 1 SIDEWALr, OP L"%CAP G CON ... STRAWBALES —� i•F. � I/2'R •.►•-. ASPHALT-- • • • • Mw..w �f•` F', t1rV SURFACE • GEOTEXTILE r- �-,. •. 114 O " EROSION CONTROL / ��'• `"• QQ�0 "° C1 �j FILTER FABRIC ° \�; \ O \, IIISION CONTROL C1 nn r FILTER FABRIC � \ �� \\/�,It/'�.•' �X ,��\\ IYPICAI LANDSCAPE — \ —TYPICAL GR ROUGH GRADE AC PAVEMENT TC220,8 --------------- NOTA:.• EXTRUDED CURD DETAIL , / GRATE / 219,8 _ �� \�/ I. CONCRETE SHALL BE 3000 PSI MIN. (CLASS 87 3 112• SLUMP (MAX.! WRAF' GRC TL2 -/ . CURBS ADJACENT TO PAVEMENT OR SIDEWALK, TO HAVE EXPANSICV �)'citIv 1 2 it = Ot W/GOETEXTILL _ AND/OR CONTRACTION JOINTS TO MATCH EXISTING PATTERNS. I \ / ' -80 -to o o /o d0 EROSION CONTROL FILTER FABRIC 3, 3/0' EXPAN;ION JOINTS rHAI r, BE PLACED AT 49• MAXIMUM SPAC0� , ON EOTH f�1. 219�93 CATCH BASIN _ _ ' _: SIDES OF CATCH BA;IF�S, AT TOPS OF DRIVEWAYS, AND ALL CHANGES 14 DIRECTi?'i. I I/2" CL' JCiNT, ,PACING, P ' %, '/ ` ��;_ --- r TO BE PLACED AT 15' MAXIMUM r Q \2� NO : ;TRAWBAl.E5 TO BE BOUND �. CO!I:AC' CUBGRADIL' AND AGGREGATE TO 95'/4 OF VAX. DRY DENS'' WITH WIRE OR NYLON C:�) ' T�='?°_5—y► �c f� / TYPICAL CATCH BASINCUQ70 Bt r►�USH FINISHED INLET SILT BARRIER `20 � CEMENT CONCRETE CURB T C 22C / — �, CAST—IN—PLACE �; •` ,cG+ ?/pU ` \ OPTIONAL FENCE BACKUP Svc 'ORT G. N �/ ?S . _ -- OFPf NEINSELOECTED GEOTEXTILE / S =- ��ES 44LrA1 M�+�res TC 220. N THF PROPFRTIEr A ' ,c 6 — -- C \ \ I T —CGN,TRUCT GEOTEXTILE ^•n�i cr�lra�t I 10+ `' '� \' \y �''��? ;/ FOR EROSION CONTROL - - FILTER FABRIC FENCE l.> Do not disturb note area the +e•ded trim B / s \ / Tn re hit lnforwat iOr. r B 2s � �. ,.,�q I --- ;/ Po'7 P Drov:dM b! Northwat Sv&: :,*sign inc., 8 "IVBER OR STEEL conatrur ,on sequu•ment+. wusonv,ue, up. 0 _ _ EL POST USE "POl Y FELT TS-500" / �' /ti AS RECUIRCD E3Y SP[CIAL i.) Earthwork shall not be performed during pet&ods of / /.\• r• S "POLY FELT Tc TCO" Prior * any location r .,r etc• vert, the tes',iti s. shall call ► ROVISION�, SPACED AT A �" precipitation, and aMti not continua aya►n unt.. tbs 61�-a 171 for location aart•up of existing ut&:a&ee. i "EXXON GTF-101" *oils are stable• enuulh to m,nis►so •roster, and I/ MUM E,' CENTER TO ad.wontatlon. All water system constriction• materials and worin•anship •heli ,C 2�O g G2/ j=-' �• 'q/,c� �G / CENTER OP PROJECT APPROVED ccnfor„ to the latest standards and practice* of the City of �9 �y `�'9 �/ ) / EOUAL (BY CITY OF TIGARDI A•• erosion control wwA ora* ,.hell r.a in p.a�p amid Tigard building Department. i' \ •,J .l, ♦urx inq condi[►un p&.uc to d.utw LA0., a".. ew4v�.,�I II I \ ,•� \� F S7Ar'LES,WIRC, --^�j any snil surfaces l,.w. fi.ter fabric, strew o.,•r All additional construction. Aet•ol:ti0n, matoiI and C k \ 6 `'�� HOr RING'' STC •T� s«dim•ntation barriers, sedimentation traps and workmanship shall cnnfon to the :stoet •Landon., and preaucos �� I �80 ��2/� �/� \ \ I '' TRENCH FOR ANCHORING GEOTrYTIL[ d,wni..n fences). or the City of Tigard and Washington County. 1 \ \`tee �`S til• ` -' (BACKFILL TAMPED IN TRENCH) 4,) All devictes are to retrain in place during SI9A21_sLFfL1l coNSTiyz2:DdJ•�L: \\ \It \ \ �, OPTIONAL —,• Ni construction until all d,aturt,•d evil surfaces havec, /�•I•,?I �\ FC 7l SUPPORT FLOW Loan stabilised to minimize •rsiun• Pain Arains shall he AFTtt D 7014 PVC sewer pipe or smiti—I bore \ FOSS I �-"""-� • *ADS FG+ � 5.) All disturbed sol) surtacas are to be stabilized high density polyethylene pip TC 2�9.T \� \,` ,2/ ! �a '� 2� •I• \ \, �/ \ stab.l.zat►un of dist-uilied so.i areas w.11 cona,►l of. Materials for store sever ripiM shsli be 14 gauge spiral rib hydruseedinq or hands•edlnq, mul-I placing of aluminum, 16 gauge galvantred spiral rib steal with protective / 2/,4\�. �j� \ �G / `y�•'\� 4 erealun control blanl.ats nr plastic ,n landscapinq soil treatnent 1, lined corrugated pclythyle"s 1"ADS M-1211 or pla'," �X� z ••/ 7 / areas. It will also cr,nsist of paviny and concrete concrete sever t , V m \ \ fr" MIN work In drIvinq, Parkinq And hidewAlk ares. Ai. D De. class 1. � seeded areas are to be fertilised, wAt•reJ and Pipe bedding material shall to select native w,ter►al &sept • / • /� \ \,X" INLET SILT BARRIER �` *III ined to onhanri the immediate regrowth of wnwre saturated or ground water conditions are encounter", tns T �. -- ---_�_�__._ �.- \� v • grave: backfill shall be used. —FILTER FABRIC FENCE X 9 ��, - eq tet'°^' ___ -- _ / A, /� F �. (TYP. 5 PLACES) ^ii•T R , (, G \ �1 •. ,i U (j[C ,,OIL D ,TUREIEC► .OL 6.) The ,ontractor anal: bw r«,ponalbl• for policing war k1,11 shall be *•neem native na•«rtal. ++eckft:l shalt fags �J � •v �c�/ �� , -- --♦- the )uh aft• And maintaininq in* Prost„n control compacted to 9St of the maximum relative density. O, measures throughout all phAsen on cunstructiun. Tho \\ / i \••- t ♦ c ` EROSION CONTROL poi►tiny and eatntenance *hall include, Lut nut 4v sJ�ISThAY sr1t � r ;zl�rt�s TC 218.4 �, \, Z I ` l stilted to: All menitar•• eewwr construction, materials and vorkaomehl 7 r- -r r- A. Verifyinq that all areas ars graded such that occurringons,cw, est tn• p r I L I r_R FABRIC F E N C E ao the &I runutf is d,redteJ t� a ,. ,i&mvnt&tiun trap tatwat atanlerds Ana practices of t” CitysoflTigardoP itabing ec \ t G �. tact/lty be tor• d,scMrge to rutfawe. kt►pArtwant. \ \ NTS •)+ � � � �� y \ t ' \ .,\FG. FG, !'.) Removal of trapped rias at silt. barriers, '•Anr•+ry sewer IAterala s0a11 tee PVC sever pip+ �` 2/ \�3 2/!S tilt traps, or points of ac.unu:at,un. ,-,rri•, or Gueti,• Iron satyr pipe. s �� / ^�� \9 ROCK BERM AT EXIT c.) Additional protective mrasures, as requi.cd, +t P. rPadi*0 r+t•rial ahA:: hes .P1•ct native -e•e�iw' . ••^PP- TI-, 217.3 ,-' _9s� �( ,FC li \ IPLAC: AT HIGH POINT Qi) D.) v uu• to yob site ,:ondit,urs. . ,new • -ter,•ed or ground water conditions are •ncountar•d, thea gravel backfill shall be sed. FINISHED ENTRANCEWAY APRONMonitor►nq of vehicles leavinq the sit* to (., ROAD minrmiza tran:mi.,sion of louse ►.,.1to the public rmckfill shall he select native material. Itackf111 shall be a4 REBAR AT 12 O.0 O �/ F 24" r ` / e' /e� �6e /6. (t`2,6 SURFACE 6" MIN roe dway b,,,116eosipected to 9•.t of the maximum relative density. \�(;.. E.) 1f nediment is transported onto A roAJ surface: I F Jackfillinq sever aarvlce lateral end, end sewer mat" t G ✓ I.1_ t!iv surface is to ba cluanvJ tli,ruuynl/ ..l t,.c wnJ Prior to b ~"- + --- e• r� ` 1/ d• \� of each day. cleannvts, the Contrartnr *hall notify the r0gin•er 1n a tiveir - �: FC , 3•.� /� wanner •o that cenateuctlon •Aa-fRrilt information ma M z y •� ~'/�� "'' /• ` \ � �/ , . /' 7,) MAtwrtA: stock ilea t,u to le iirtectud • yatherod. If the contractor backfills prior to tha gatheri"n of FC 2.15.8 4s \2/ CRUSHED ROCK \ p f res uir„d informatlnn, the contractor shall w re ,i►ed to • s \ precipitation by the iul:uw►ny mean*. T T apse _ _ �• �� /t` the ends of service laterals and sewer wain cleanout-. TP,•T,nrary - cover Pilo* with terra or plA,•ic shooting w/iSliiaYS2L7l Cy��y_ ��Q�11_N..Lr \d, w•1ghtPd with tires, lumber or concrete blocks. �- 54' CEMENT CONCRETE \ ` ♦8' / F. ? « 12" 111N na,-1,I for water trenches shall be select r,itivw .atrria:. Par"Anont - cover ,ilea with tars or Plastic or Pac►fi:l material shall be ecr,pleted to 95% of the t•ax,"un ��4Q r-food, i,orliaeter Art-Aa arnuM pikes an to he relative density. \ 0 S mirroun6od with wrnsion ,-nntrol filter fabric fmncws 0.30' MIN COMP DEPTH GRANU:AR SUP: % _ :3 BASE COJRS' c c c until soil surface is stabilized vith reseeding. � r� M �y�� \ G I EXCAVATE MINIMUM OF 12" OF EXISTING SOLS '-- COMPACTED SUBGRACE `1`_': ks,� TIC ,' 4 P � 2/Q �7 ` "a\SO 2. PLACE MINIMUM OF 12" OF 3"! CRUSHED ROCK A hAr►flnv protec.ton device approved by the orwgen state Health -•>k / 5 3. CONSTRUCT ROCK BERM ALONG TRANSITION POINT TO 0.) Thi* ,erllmentation An,l aro,ion control plan is %opArtment is required on All commercial tseliities. __ _ tncwn,lwd to be utilirwd A. a guide t. cvnc:ol the � �IU�7, i F \N F- o FINISHED ROAD SURFACES, DIVERT RUNOFF TO ONSITE AREA. trAnap-rtmtion of looaa *oil, from the proporty ►h.• Taw �.•rsetor *hall obtain a numb, *reit fro" the cit o!' O P E lJ IV R E. I C- S L Fi D S E `� I i U I\I �� \ C g �m i TLE• ALL TRUCKS ARE TO 6E INSPECTED AND CLEANED cAii`e water quality And nuisance problemm outside Tigard. 639-4171. p � p y �S \ �� I `, the construction area. \ -<. / �"� A'I• G B OF ALL LOOSE SOILS BEFORE LEAVING PROJECT AAditi-nal backflow ntection ne be required At a futures date r= 0 R CONCRETE D R I V E P A D �,�• - Dwpwndinq upon the contractor's construction practices, y �' ,� ,.,. � Q � � depending on water usage it.e. - boilers, chillers. chemical / 0S �G snore portions of the proposed erosion control plan may additions, booster pumps, etc.). / ♦ �/ be varied according to the job site condition*. All / �. �'�c ENTRANCEWAY VEHICLE W A S H D 0 W N ZONE c iAnge, to the Plan mumt t.e reviewed and approved by c131 1w, ,\ /(/ 5f � �` - the Engineer prior to Adjustment. r 4 �- •� 2 \FC W/DIV E R S I 0 N BERM o4tablis grade the p drx%rnqo •rhe"w• haves tven KablteMd on the site Plar n pr�eicce drarna.le away true • ` ) '7 '�lJ �•�— Hui 111 in,79. fint*hwd (I e:wva'iOns say be increased :f the NT; drainage scheme can we maintained. 0 /. \ G`�e • a 0 moi \ 2 l ENTRANCEWAY VEHICLE -!A � / °, \9 ` WASHDOWN ZONE w / 04 A0 / o ASPHALT DIVERSION BERM r _ 20CO ►,.RETE PAV T. CLASS B C (r 61 \� 054' MIN COMP DEPTH CRUSHED SURFACiNG BASE Cv^^URS: < , � � •1+/ �6"F �oP } \_ ro►aaACTED SUBGRADE 951% 2�8 rr. \ � 1 1 x'096lot \- j PAVED PARKING AREA SECTION [TY \\ \ ` n� ) ' 9 ; s14 9 i j, _ � �tl• Y` '' 9 X a ►t \ ;F � . r r G 33' CEMENT CGNCRE TE Vii._', y� •: , 0 20' MIN COMP DEPTH GRAIIUL Ar7 SUI?FA(INri RAciF_ COURSE \ --1 `- -- TY Cr;MPpA�CTEi1 ;t;p�,RADF X54 ' J I DE A L K C E C 1101\I T Y PACIFIC F1'NY., 11690 11 T BUP94-0006 6 SIT94-0040 46 OF 60 141994 FILMED �IIIIIIIIII1111 'lll'lllllill IIIIIIIliilll Illillllilllll Ililiill;�lll #IIIII!�!I! , 1111!1!1!III! I IIII!Ii�►I!I� I IIIIIII�II111 I !I!1►1i,llillll IIIII�IIIIIII IIII11•I�11111 INON MADt IN CNf1Y1 rn11111111nllull nlllniliinllnnlllnlllll Inlln�iil�lllll IniII�II iIIIIiIII Iillllnlllnlllnll��I�iulllln IIIII�iII�IIiIIIII�IIiioilili�Inlilnlllil�iillillnllll�ll�l►1 i!Illlni IIiIIIIIIIIInllll�lllnlllllllnllnllilllllnillll��llln►nnl!Illllnlllln►n�lllnlll�il i �• { CC.;1 IKON IC"a24' 1 CA;T STEEL • 201104' IL USI: kISLR TO 4CHILVL REQUIRED HL►GN l` _ r cam__ (1'41" MAXIMUM) 0 O _. _I A JA 3. INSTALL TRAP (SCC DCT7.IL) I 1�7 3n` l\C THE CONTRACTOR SHALL COORDINATE: ALL UTILITIE, CO r I --•�'�`T -- C GRATA -- - ,' :: • , PLANS 1 TO ENSURE ARCHITECTURAL. CONNECTION a MOCAAOIDAL SITE PLAN TOP --� E><TG GkOUhri 16 TOP Jim l� UTILITY CONFLICTS COORDINATE WITh NOkTItWES1 ,.�.T,•��,_�_„• NAT'-)RAL (,A") 8 U S WEST rCIP ADGIrIONAL UTILITY {�" \ \ �. LOCATIONS AND SERVICES t � _ TEST COCKS ir:a � / RISER :.'� 14 NEO'DI �� REMOVE 9 RE1'►.ACE EXIST / DAMt,vCD RGL%EU CURB TO LIMITS SHOWN ON PLANS. Scille 1 " 20' r; - a -110 -10 0 80 40 110 n, ,;0 N` _ _ _ yORTHWEST NATURAL GAS CO. � ' - � -.�_ _. -- � L ' - _ . z� _ ►= Ir_ R E `� E ,po `� PLASTIC OR CEMCN' \. AND CONNECT T � ; ` ,- O EXIST. 2" LINE. i i (}RAVC1 - `j'I METER 80x �� CONTRACTOR_ j / SIDE V1EIr"�TO a.IVE TAP 11 5 O� �OO`U � rH/INS INbn \/ /��j� �j / � //,\ �A FURNISH/INSTQLI_ TAPPING T�1`�- � 2• I SApGLE w/ APPERTENEl1rES. / t FURNISH/INSTALL: / \\ LANDSCAPING_HOSE 816 WATER METER Ll _ p � I" METER AND APPERT. -� 6 CATCH BASIN y - ' .�.- � ---J I Deigned far back siphonage and bacY. F�:er��:re . .5 ►% ' -- — t_ - 'Thoroughly flush lines prior to installation ct r IT = ?15,0 _� EXIST. CONC. SICEWA;.K ` FURNISH/INSTALL: _ / RIM = 217 `34 p reventer. Do not install in in area subject to flooding. WATER 131ST. APPROVED +: SECTION A-A - (TO REMAIN, MEET---ii-MATCH) / OSHD/TUA 'liN VALL 1( • SECTION Q• - Must protected from freezing conditions. HgC1CF;.OW PRFVENTFR :he backflow assembly• shall be a OSHD It Tualatin Va1:ey > a—,-. "XII , �I District approved mo .cl . 642-1511 i, INSTALL I" CAP AND �' Ii" bCVAI, I' x1.25" REDUCER ,� - A plumbing permit is required - please contact City of :igard VAi:V �_ CAT"H BASIN DETAIL auildinq Department. 639-4171 % All devices :hall be tested an cert, ', cd b a cert.. .ed t,-..ter. �• s� i I � N•T,S, Y Y �. L� ' - Upon completion of the installation, the district shall be ► . / `s, 1..r, I t'i� notified and the s stem �. � ^ I• �, y_ coc,..ainment device (i.e. back..cw b 6 preventer) inspected and tested b the district and the .� , 1 Y local 4 X, �\ ( ` V plumbing inspector. All backflow device: must be rcgiztered 'T > w with the district \\ , \\ \ C/ (Below Ground Installation) ROOF DR41N foe DEMOLISH 8DISPOSEoF iTTP• 7 PLACES) AFPROX137 C.F. EXIS- STANDARD DOUBLE CHECK VALVE ASSEMBLY -X\ IGAS i_INE 8 METER. ' V \ 2" A�'D SMALLER CATCH BASIN LE. 214.4 RIM s 217,3 GRLASE INTERCEPTOR TO BE INSTALI ED WITHIN 5.0' OF 4.i \ BIJILD114 G PER MECH. PLAN. v 0 \ \\ I'ROPO"t ,l IIF TAINING WAI-L O. / \ o o / C.0. `cv COI,JTRACTOR TO DFMOL-ISH 8 _ \ \ \ _ k o /� (TYP , 2 "LACE'S\ m. Jl DISPOSE OF APFROX, 176 L.F. - \ ` \ �'� :9. '`` i,T(7H BASIN EXIST, SAN. SEWER LINE '10 3 (SW OUT) (SIZIE UNKNOWN). `'��` ! : 210.5 (NW IN) \ I,E. - 207.75IN 16, HIM = 213.2 to„+, STORM DRAIN NANNOL E �, 4 r” �00 A ` ^6� ICA .E. : 207.4 (SW OUT) ; \ ; //' ,o,,�Gh v G �G I.E, 2 207,7 r NE NW IN) \ I / v'"'" O� h RIM . 210.6 � ; `\ / -; MID P, \�\ �• =`fit \ ` Dae` \ CONNECT TO EXIST, CATCH r BASIN MANHOLE, REMOVE EXIST. C'JRB INLET FRAME AND REPLACE'--', 0 S w/GRATE COVER A FRAME. \ '• G0 t I.E. = 2.03 3 (NE IN) I.E. ; 203 0 (S OUT) RIM : 206 74 DEMOL.',H A DISPOSE- OF EXIST, STANDUP CURB, REFI ACE w/ROLLED CURB FOR NF'N �,RIVEWAY. \ — FXIST. A"SAN _?�W CONNECT TO EXIST, MANHOLE LE, xl94.IJ (SE OUT) I.E. = 194..13 (NE IN) ,-\ •/M�! � � RIM : 202.33 -i J PACIFIC HWY , 11680 BUP94-0006 8 SIT94-0040 47 OF 60 MIC&14LMED ,Illilll� INN lIII��CHI {I 1{I{III�III{I I III�III�I{I{I IIIIIIlII{III IIIIIII�I(IIF I{IIlli�ljl�l I IIIIIII+llllll Illllll�lilll I Ilillllllllllll ( i{III�IIIII{I I{IIII•I�I�I{I I ►(I(((�((I111tinlin(L�i(I�(�(I(�li(iilmi iililu►i nnli�ii Il�ill�� ►i�liiiilllnli�illiiulin(Iniilinil(i(iliin (inl(n(Iinilln( �(oil(iillni(I(ii(I(nlln(((�Inl(I�ullil(I (n(I(((( (((�IIi(((It(((I(n(I((u1i(((I�((ilnni((nI((((I(n(i(�(Iiln(lul�!��1'�(II(rl( L y 'L ..,..- ... .... -..._. .._.... ,...—......+,..w..ww.... - - - _. -_._.. .._.. - _. __.. ._- _-___- ._... . __-_...•.._......_.-... ..... —._...-.._. -_ ..... ._ .—..,...--__-......._. -__.._-.—.-.. ...._.—. ...-_.. . --•r._ _,... .--.....—. .-__.-._.._......_ ._—..,.........__. +...._.__-.._._......--..._.- .-...._. n,,,...-•_-...._. ._-„w. ,...,.-_....,.-_.w .......,-.-.,.p ....., y -........._..._..-_-...._-.. ._-... .. _ _._..a.._.. .r..«.,,....,....,..,.-.r w,•... •ww. r w,.- ..... ,.,.r,P.^' ,. . Al 1 C,F Ik300 (I--) r.F M=.3C 0 (Ir) GFM=300 A) r.FM=300 (3.41(jb71 1 1200 (,FM 10 1025 CFM G , AP�AsC,r=r;n�v�l �►� I T r F UC,-r ARFA-C,FM/\/EL_OC. I"F Y IJr -r�" f DA = 1200 / 2057 1.x3 DA = 1025 / 1943 C:�- CSA = 0.56333 Q FT rl DA =O,r- 2 77 -_Q FT - - I ().52 7 7 X 144 - i 6 5Q IN 0.563.33 X 1 '14 90 .lr) 111 I _L- ___ ____ ___------- --- 84 = 11" X 7' DL.IC T _ 76 1`�" X 4 DUCT `f '/6 - T / 6 -7/16 T R AN51 T I ONS I . MAKS - IJP F. I 1,200 X 8,() �v I�IP,r,E' IJP A, IR = 1025 MAKE) -- IJP A I P. = 960 C M I�1AK-E - CJI' A l = 820 -FFA 4 - - 10' -0"-IVIIN. TO ADJACENT DUILUIt`I65 I 10' -0" MIN. TO ADJACENT BUIL.DINC75 PROPERI"'( LINE5, ANO AIR INTAKE? � PROPERTY LINES, AND AIR IN-FAKES 2" X ti" 14 GAUGE � 2'-7 5/6"- �- GOGK. ��E?EP,SE TEPMIIIp,TOP. GPI_V. CHANNEL FAN -- --- -- i + 5UPPOKT CURD 6Y GEN. GONT'R -- - Fl_A5HING by G C, WFATI•-1E-R PROTECTED OPE-NINC-2 � -t_ -- �-- - i � � �__� � 7 !j � \ FOR AIR GIRGULA 1 ION II KOOF I NG MATERIAL , -- - - UOOK ----------- ---- _-- � .— ____ — -- — � - -- _ C P v 120 I 1 - -- P I i NO � DY OTHEKS L/�I V U '-- "`� �,�, � I - 2„ X 6° I4 GA1,4- EW 1� .� E� V C pp y p �_ _ A 1 I I\ I �(�� ,� � �L� '4� "- v I � GAl_V. GHAt�JNEI_ �-AN� SCALE I/2" 1'-0" ----- " _. ---_ -_-=_ -------- ----- -- — = SUPPORT GURU' - - = — --- i ---— - —__ ----- — -- PAY GEN. GONT'P, .� r i --— FLA5HIN6 i3Y c Gco Rr It'J6 MATERIAL \ z V�Ef,THEK PP.OTEGTEG OPENING, X 7' DUCT WITH [ OCby OTHERS � � AGGE55 ISLE GLEAN -OU r5 - - -- --- -- FOR AIR C IRCIJLAT I ON A5 REQUIRED PER CODE �- -- -- - - A NO" 7" X 12" DUCT TRANSITION _-_� T O _,z :cr I L TO )0" SQ. 0J, T I -HOUR CONSTRUCTION �`� -0 6- UC) CLEAN-OUTS PROVIDED - T7'rE "X" 5HEET ROCK A5 REQUIRED I-hOUK CON5TRUCT IO N C) r i ON METAL_ 5TUD DUCT ')HAFT PER NFP),\ 96 TYPE "X" 5I JFET ROCK 0z z G —_ -- -= --- -- - Gid METAL 5TU0 DUCT ---- , --- cL -- Z [:'L'--A N V I f _W A T C�S I L L 5HAF T PER NFPA 96 Q =- _ � �-� -- _ -� � - - - -- - --- - -�- TO RANGE GIJARD REMOTE PULL SCALE 1/2' 1' -0" 6„ 1--- MIN. FINI5HED DUCT NOZZLE PLENUM �, I � NOZZLE -- -� DUCT 5HAFLOSI PET ----- 1 P ITCH GUTTER CEIL INC CL05UKE PANELS - TO 1 1/�" 1 / 'E GT RANGE 5QUAKE TUBING AND v COtJf�._ C W ---- - ---- --- — — FIRI = GREASE CONTAINER, PIPIt,lb TO , > Ll S_ CAN1 RAtJ6E �UARO FIRE r DETECTOfc: _w -- - REMOT� PULLS AND GO I1TR01_ ALL WELDED 12" X 7 DUCT GONNEGTION 1 - _�, ' - Nt - EQIJIPM�:N1 SHUT -DOWN 11f— C I-1 ICES PER CODE. Y E,' U.L EX 6549 AT VENTILATOR. 1200 CFM W / .' S.P. ` 'r " i -- _ �LA',IE GUARD FILTEK5 �,% AT DUCT COLLAR 4 J o AKU 'LE K6693 G DUG r NOZZLE _f TO FRYER ` --- FLAME GUAKD FILTERS 3� `6„ __ =- �� 1NSTAl_Lo IOiJ AKU FILE K6.)93 G # 854G 1 1 --- — -- --,�_ = (.—_-� ` -- - --- ETIMER c;�IJIPMENT NOZZLE 3- .y r t_ENUM NOZZLE • - / APPLIANCE EQUIPMENT NOZZLE / DETECTOR —�_ E E=4 c = aOo-p� — — - 5/5 FLASHING -- _ - - _ _ BONDED TO 1/�+" _ _ _ -�� - - --�- 1- REMOTE PULL 1 - cv — ___ _ _ - --- �___' -- L J VERIFY LOCATION TRAN5ITE PONRD 1 4 F- 4 �" --� ;n ------ - -- - 1 IN57`,LL_ PER %ODE - _-_ - 0 . -- ---- - IL j KANc�E GAURD -- -- ---- - -------- I L--- --- . FIKE ------ 0 -� - DETECTION l-- z 1 AND ROTECTION I T r 5Y5TEM, INSTALLED ��_- _- . ..__ ._. .__. l p I ____.. -- - - -- A'r "REMCITE LOCATION ELEVATION T , �.)r E�5 SEC-,T I ON A1- F��YE=K�� 5GALE 1/2' 1' -0' 5CAL E 3/4° I' o° Ft_L_V A 10 N „A �� 5GALE I/?_ - 1' -0” --- — — - TYPICAL DOTH SIDES 5E C T 10N AT bK I LL- 5GAI_E 3/4" : l'-O" 4 TI115 PIAN 15 A &Uff L. ARRAIIGEwNT OF E(JUIPAENT AND FIXTURES FOR Tit GONVENIEIKE Of- S�i� r RF�'ISEC -- -^ •� GONIRAGTOR5. ALL. AEASURFAENrS Aft TO DE VERIFIED ON TFF JUD. PL-IA,BING, FLFCTRICAL. 1 AND VENT OUTLETS SU DEFN LOGA'rED AS ACUN.AIEI( AS POSSIDLE AM) ARE INTENDED TO . RANGE GAUKD SUIT EQUIYIIFNT TO eE Slrn lm. BurgerVille F NOZZLES, PIPING AND WE ACCEPT NO RESPON5IDIL.ITY FOR WORK DONE DY SAID CONTRACTORS, AND WILL. NOT DE ' RER HOOD 10 DE MIN. 18 6A 5TAINI__E55 51•RILIADLE IGlUFA WITIM OF DYUTTE "5MTITTUTION CJ4AN&ESOIN EQUIrP1pEn 51AOOWNESON PE PLAN, 5TEEL WITH ALL WELDED PLENUM AND FIRE DETECTION UNITS OR FOR ANY REASON FOOD SERVICE E4:IIPMENI Pacific llw . 99 & 78th Z1 u DUCT AKEA5. 5LOPE 6REA5E TROUGH INSTALLED AS REQ'U CONTRACTORS ARE TO MAKE NECT ASTOWANCES FOR ALJ_ PI.UI.CING TRIAL VALVES TRAP5, MAGNETIC DESIGN do MANUFACnJRINU Tigard, Oregon I" PACIFIC HWY., 11880 GONTAGTCRS AND DISG(�CTS, STARTING SWITLTtS, ETC, ExGEP1 MERE NOTED IN SPFCIFICATIDNS. 9UP94-oo08 a SIT94-0040 TO REMOVADLE GOLL_FGTION GAN. PEK U.L. L15T LNG EX 854`1 FAX { v,. -- J T}11S PLaN RUST DE VERIFIED AND APPRUVtZT DFFORE DETAIL Aft, ROIIi;II-IN %.AIn CAN DE AIA!'�E 234 NW. Fifth Ave. (503)274-9764 OF 1 48 OF 8O —'---"'—""`- '— TI115 PLAN IS 7PE rRUPERTY OF RNDERER FOC)D SERVICE EQUIPMENT APD IS LOA11°D SUD,F'Gr To 11C cowmoN 74,r IT 15 NOT TO DE COPIED, REPROMCM OR DISTRIDLITED Elnat IN VkAf OR IN PORTLAND OR 97209 PART, WIRiOUi PFRl.11551ON, AND 15 NOT TO to U5FD IN ANY WAY D 71MF-NTAL TO TIC ftST 1 FI(��[� FERMI-1 II ^IIIA i'''T 1 At-E: A5 AHOY/'V OARREI_l_ Q UTiERE5T5 Of 1I[ GOAPANY. 1 V843 _ - i 141994 -MICBUFILM ED ^7_ ! �.._._«.-... .owr.-�r,�� .ww�r'�-tea.—.—. ._.��+w.- �..ti...-w....._. ..-..•.w—... ,..�•'+�w��.+�+.._...--.--... .. -......-. ' ppp- !I lb 74 - 15 51 33 ---- -'� 47 32 27 26� _ (50 5U25 I� — E13 J i i i i �� I _ 745- - I I I 4 D3 co� E{ CO4 75 �7) 5� I I 35 34 C66� 3h J 79 73 / - _ E2 v 31 II E3 � �6 E12 2g �29 _ 5TUDWALl_ CON5TRUCTION (4i� i�L_-� ;----i 30 — - -- 5Y GENERA. CONFKACTOR E{{ 53 �a e {{ --- �, \ 26 55 X41 I - _ ` - - - - — - 26 I �/r" I .11 603 n64 All &61 -_j - - - - I 21 IN. 41 I` 46 � 79 42 44 45 14� 3 r---- 13 - SOFFIT �� I I --- y L_ -- • ` 82 61 �._-._i 60 MENU I I i ``� i I U� � 24 25 t Q ''Y E12 63 I I 25) 47 ALTERNATE 1 25 8 { 55 p 81 I,,; I `--� LOCATION 26 A -�� J REMOTE 67� i�- 66 I FULL -1 FINWNEEL (,0N5TRUCTIL)N Eq 5YY GENE�:AL GONTPAGTOR U�WALL CONSTRUCTION 59; GL05ET E8 / E�R00m�1 STI E10 / _�2DY HNERAL GONTRAGTOR _ \ -- 68 / 6 ! MIS ruN IS A 6r1F7x ARR/V/f,O,Fxr Or EQUIr1Qfr MO f IXTLW15 FOR T1! UWANIO" Or `. f.' 1 REV I SED ✓ � — C ONTW� T()R} N-L WAM lR�NT S ARL TO DE VER If lev ON TM ", rILW M. &M iR K.^L PACIFIC HWY., 111180 ^w vent on to e s iJeD La^rcn ^s AcuRArrtr A$ rO5S' �X Aro ARE WTVCVD To }+,Ir r�II•Irnrl to Dr SwrI.I�. BUP£�4 0006 3 3IT 14-0040 WE AU"T NO REXOt1SIDR-ITY FOR WORK dote DT SA10 CarrRACTORS, MD W't.t NOT DE Burge r v i l l e LIM" FOR AMT E)71DM F f.►{AN6lS IIAOE WCFSSART DT LOCM. DVILAINF CODCS, pDMA11LlS, ERER STFLY-Ti uu. COt mcm oR�Y m sueSTlnnK,w at ULW6CS M [pvIr1D1T *lOwN ON tlt " OF 60 01 '08 TO w10" FOOD SFJMCE EQUIPMENT ( PACIFIC HW Y. & . 8th (LMACCONTRAORS A I ,c; (7 AuARTW, s fat ALL M. FXC rT ,RMt vAOTM TxArc wcATjO,C DESIGN & IAMIUFACTURING E603 r -�6� (.OIfTAG,ORS Alm DIS(,(iNLCT}, }1ARTIWi SWITC.1[S ETC. PNC.Q'T WIeJI� MOTTD �, �T,I„�,,,I�,. n” " "y K KRNWP MD *"OVW WOR! r-CIAR MD ROUEN-M rL/tH fAN OC MACK. ". I Fil* N Tw rRflmTY O. R�11mofit rr� w"Ifft Fns Aran. �..�.. �.,.,, .� 234 NW. Fifth Ave. Fax 6F 1 Tigardmrd OR &I' 14 10 9 4 MIC FILM EQ lJIjIjI��J Jlj, IjI��Ij��JIJI ! IJIJIiI!lJIJ! IIIilJlJI�IJIJI Ijljljl�ljl�{ �IIIJIjI�I�iJi IJIJI�IiIJ1Jl I I(Ijlj14 l�ljlJl IjIjIjI�IjIJI I�Ijljl�ljljl�l I IJIJI�IjIiIJI IJljli,!�IJljl irlil{il!In{ihin li{{!{{{{I{{({I{iiiliil!IIIII IIIIII(II iIIlJllll IIII�iI{I I{IIIIIII {IIIIII(IIIIIIIIIIIII{IIIII{IIIIIIIIIII {Ill�llllllllljllIII{IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilillljllll IIIIIII{I IIIIIIIIII{IIIIIIII II{II((IlllilljlllllllllJIIII IIIIJiIt; IIIIJIIII IIIIJIIIINIItJIIIlIIlII PC 5c R IP 11 ON KlAN()FAc, rl (Fi K FLECTKICAl. PLOWINO NOTES -7 AND MOP[t jJERAA 11, NOTES > T- C�� LOT MY ST GE SHELVING 7 DI OWNEA 2 LOT ELE(,TRIC.& rAtc. L VF-kIFY REQUIKEMENT5 IHE5F ARE GENI-RAL NOTIF') F5,A5ED ON TYPICAL CON5TRUCTION. IN ALL (,A5E5 N N cJ T Ez S, _j LOT SODA- KA(,K f5Y "VEYOK 1;V I r VERIFY KEQUIREMENT5 LOCAL CODE5 HAVE PKECE�)f7NT OVER THESE NOTE5 AND IT 15 THE PLUM Do 4LOT WA (,02 TANK 5,Y "VEYOK KIFY I-( IKB"TS KE5PON5If5ILITY OF THE INDIVIDUAL GONTKACTOK5 TO FOLLOW SAID CODF5. LOT .WAS YFR TACK UNIT MAYTAG - 57W FIK5T LQ!jbKCTION V4 2 EVAPMENIF 5UFft.IER TO rROVIDC AND PLUMfflW�, C(-)#,4T?ACTC*. TO iN5TALL SECOND GC*WCTION L_O I-- 5 c 4.8 240 3 XOX 4" 01A. GAXT VENTED TO ROOF DIMENSIONS SHOWN ARE FROM FACI OF FM�HEQ WALL OR, FLOOR To ME(,lIANI(,AL 6A5 SHUT VALVE ON PRImA.PY (,A5 SUPPLY 5E?,VI% ALL Oko • WA%a CENTEKLINE OF ROUGH - IN AND CENTEKLNEE OF -ROU&H - IN TO CENTERLINE OF EQUIPMENT FOP, GOI`�INECTION TO FIFE PROIECrION 5Y5TEM Q!V�� 17 V4 L JDOX 1/2" V2" 1 1/2 HUD WA5TE W/_kfK&W_ 6 ---. LOT Mme' SINK Wl FAU.CFET_ DY-PtLW5ER/0 THEA5 V ------ 1/2" 1 1/2"' VERIFY REQUIKEMENT5 ROU&H - IN, UNLE55 OTHEKW15E 5PEGIFIED AT DIMEN510N. 7 2 IfXnW FLID95 rl& tAK51 CUSTOM FA15 ON ALL #2 PRESSURE (;A5 SYSTEMS PLUMBER. 5HALL FURNISH AND 015TALL A 8 T '154- LOYEE - - ;p Lo LYON5 2 5TACK5 MAXIT?,OL PPE55URE REGULATOR, 325 - 3 IN GA5 SUPPLY LINE WITHIN 3 (THKEEJ I iCZ MACHINEIsTAC W/ DIN IGF-0-MAT IC, 4-0- _57 -2EA. -F -T OF THE EQUIPMENT LINE, IN ADDITION TO THIE NORMAL GA5 PEGA)LATOR LE _A I U(7 ELEC,_. L) WATER FEET 10 cso I WOM TAN-E Wl %tl /RACK LV5TOM FAD 5/55UPFLIED WITH THE UNIT. GU5TOM FAD 5/5 ELECTRICIAN TO PROVIDE-IF IDE C G-� (/- N C AA N 0 E z(93 Cki;L---A 1 .3 GOW. 5INK W/ FALXET5 (115TOM FAb 515 Wl MEW. AKM tXE-KVk 112" V2" CORD, PLUG, AND RECEPTACLE L2 I JU/(, 015HWA5HEK HODART - Lx-lac 12.4 3/4 120 1 JDOX 1/1' F,5, J4 E FLUM511`46 CONTPA(JOR 5HALL 1AAr-E ALL KOUGH - IN5 AND FINAL �:�IHO� WATER TANK VIIY PLUMDER/OTHER5 _-W-k-_V_E VER --- VER. VER VER, _VER. VERIFY 1{ I15L KEW I�"_ - - IN CONFORMANCE WITH LOCAL (�ODF_5, AND SHALL 5UPPLY` SHUT -OFF VALVES 113 120 1 Ptu(7 VERIFY KEQ�j) KBKNT� FANS MUST 13E LOCATED 10' -0" MINIMUM FROM ADJACENT f5UILDING5 AND WITH PERMANENT NAME TAG5 IDENTIFYING SUPPLY LINE5 TO EACH 11`01VIDUAL 6 ',E STATION CUI5TOM MILLWORK PROPERTY LINE5. 3-3 1 1PI'_'VERA, I ib uion I DRIVE - 11RU SHELF PIE-CIF OF EQUIFMFNT INCLUDE TRAPS, TAIL PIECES, AJV LINE 5TRAINEP.5 GU5TOM FAD A5 REQUIRED. 5FAKE N(WEK AIR INTAKE FROM MA�,E -UP AIR UNIT AND I+VA.C. 5Y5TEM 5HALL bE LOCATED Ib LOT WALK-IN I-KEEZEK UL TQM KEFKI&EKATION 1.2 6 1 JDOX Ll(7HT, POOR f)OOK HEATEF Tl MIN HEATER 15-0" MINIMUM FROM EXHAU)T FAN OU -ET5. PLUMBING CONI FACTOR 5HALL FURN15H At JD IN5TALL ALL 51tjr. WA5TE LINE5. I FREEZER GOIL '.IU5TOM KCF_P,_�,JP,_ I ATION 15M 2M/2-V I JDOX_ F.5. 15 AMP MAX, CIRCUIT I FFE-l;'ZEK CUSTOM REFIZI&EKATION -V-.Vm- 1 it5ox Ir MAX. CIRCUIT RAN&L GUARD FIRE CONTROL [LIQ0ID KAKDALOY) 5Y5TEM -- UL ArrKOVCD OT FKEEZER 5tCLVI UIT �'[ (]Mblrl(�l CONTRA(IJOK 5HALL FURNI')H AND ;N5TALI IrJC)!PE(,T Al F LI.Ez L N& 155 - &OLG) Dow) EX. 2458. EXACT LOCAFION5 OF NOZZLES AND DETFCTOK5 A5 PER 5UPPLIED ALL EQUIPMENT OTHER THAN 5INK5, A' PER LOCAL - DR N5 FROM ;Ep- LOT WALY, -IN REI-RII&E-RATOR C,U5TOM REFRIGERATION -4 5 _JV _I JDOX TWO_ L*HT5 t__TWODOORSIN5TALLATION MANUAL. (,ODES. ALL FLOOP 5itrs GU5T0M KEFKI&EKATI&_W15 m 120 1 JDOX b '.:or MAX. CiRcurr 51 !ALL bE EQUIPPED WITH A 3/4 GRATE OR A5 5HOWN. I KEFKI&EKATOK COMPRESSOR CU5TOM REFRIGERATION 1511 'j-6 0-_x ___ _I5 A�MAX. CIK',UIT _Nr CONTRACTOR 5HALL FUKNI5H FAUCETS AT EW1 T 23 LOT RErKI(-?ERAT0K 51EL V!NC, 155 - &OLD E�QNO KITCAiEN EQUIFM[ PMEN CONTRACTOR 5HALL IN5TA[ 24 ® _ DRANO 51W W/ FAUCET E51' I`LUMf5EK/0T'l-fP5 112" 112" 1 1/2" VERIFY PEOUIKEMENT5 PLUMBING C 1 FAUCET5 A5 REQUIRED. 26 _V1 A L N 0 E SDD 25 CHO LOT END CU5TOM FAD 5/5 CC�6 TFED CEO LOT WALL DLWER5 W5TOM FAD 5/5 11 COKNEK &AUR05, AW) 3 EV GAPS L EP" t MOP 5INK ICE WCHINE, 5HAKE MA(,Hltf:, WALK FLUMDIN& CONTPA(_,TOK 5HALL IN5ULATE DRAIN LINE5 FROM ICE DIN5 Alt) HATC0 - &KAH-16 IW_ I ox WALK - IN FREEZEK5 A5 REQUIRED. .35 1 .5/5 COUNTER, (,L)5TOM FAD 5"S 29 1 BUN ELECTRICAL CONTRACTOR 5HALL. MAKE ALL ROUGH- INS AND FI\IIAL CONNECTIONC, TOASTER, PRINCE GA5TLE - M7 1.5- 12.5 520 l PLU,�7 FLi,_l'MbINC-7 GONTRACTOP 511ALL FURN15H I IN5TALL 5TAINLE55 STEEL OR V C�iZl I 5WWI(-H PREP TAIDLE DELFIELQ :_91 4 IN CONFOKMANCE WITH ALL LOCAL CODES CHROME E5CUTCHEON FLATE5 FOP, AL 31 1 WAKMER WYOTT - f5W-20 _ — 4 -1 1 "X TOPS AND BACK SPLASHES. L W�TER LINE5 PENETPATING) COUNTER 32 1 WALL 5HELF CU5TOM FAB 5/5 qr ELECTRICAL CONTRACTOR 5HALL 5UPPLY ALL 015CONNIECT5, INTERLOCK5, Ato 33 1 MICROWAVE OVEN A-M-,W- K C 14 5 E 1.4 20L. I --PL-U-C-) ____�E_K_lFYW/—OWNEK CONTACTORS REQUIKED ON ALL. EQUIPMENT- A5 REQUIRED E5Y LOCAL OD�5 OR FLUMDER TO !N5TALL AN ACCE5501 E SHUT -OFF VALVE IN FUEL 5UPPLY PIPING 34 C2;�) I LOT,FKYEP\5 0 (,ORlECTI0N5_)__ Zdii 15OLATED A5 5fECIFIED, 4/ Pl 6 I'RYMA51-ER - 11-17kC-50 5k-lT FY, 17 41 208 3 PLU& OUT51DE OF EACH APPLIANCE IN , I ;��i FILTER FiYMA5TEK - FOOTPRINT -_ PLUG. PLUG INTO BUILT-IN FRYER MOUNTED KECEFTAd,L__E GODE" APPENDIX 5, CHAPTER 2_2 A.",(�CPDANCE WITH THE "UNIFORM MECHANICAL - LOT EXVU5T HOOD CU5T0V FAD 5/5 ELECTRICAL CONTRACTOR �HALL "'UPPLY KITCHEN EQUIPMENT CONTRACTOR WITH L5_9 - LOT 0V_T Afr) FAN Z;U-5Td�-TA6 w/ COOK I20CrV 1/4 -_j_f5OX WRITTEN VERIFICATION FROM POWEK 5UPPLY COMPANY OF VOLTAGE AND PHASE 'IN ORDER TO MINIMIZE INTERFERENCE WITH U5A5"L_E 5FACE, PLUM. 5HALL 36 NO I FRY_0tW 5TATION CUSTOM FA15 5/5 1.45 - 120- -j. OF POWER AVAILABLE TO THE DUILDINC7. CEO -2o CONNECTION _ �PDX 4 .35KW HEAT LAMPS VERIFY ROUTIt6 OF I-INE5 THROUGH FIXTURE5 WITH r,IT-(-.HEN EQUIPwNT 1,5 120 1 Jf5ox _-___ .3_.5.KW 5TRIP5 31 15FAKE NUMDER, m �j ELECTRICIAN 5HAl I_ VERIFY WITH OWNER ALL VOLTAGES, AMP LOA05, AND, OTHER (,ONTRA`�' TOK. LOTIDRIVE-T1WALL FCA_!;R_lN&_ LTclT_0M_FW___ — 31 1 - SPARE_ NUMBER SPECIFICATIONS CA-I ALL EX15TINO / OWNER 5UPPLIEQ EQUIPMENT TO t�f_ USED. PLUMBING CONTPACTOR 5HALL VERIFY WITH OWNER, REQUIREMENTS OF ALL 40 'c-En LOT ME /F5UN KAU5 OWNER — EX15TIN& / OWNS.? 5UrrLIE1_,) EQUIPMENT TO DE USED. r 41 R-11+11— --- ---—__-_-_ ---- I _ -VERIFY REQUIREMENT5 ELECTRICAL CONTRACTOR 5HALL FUKN15H AND INSTALL SHUNT TRIP 5KEArEK5, C�93, LOT 151-W CDMTER A55EM15LY GU5TOM FAD 5/5 F.5. -42 _!:=�t T LAMP W/ 5/5 SHELF HATC0 - &RA-18 lw------ 1 13OXvLL CONTAGTOK5, OR KELAY5 FOR ALL ELECTRICAL COOKING EQUIPMENT PROTECTED F[J)M5INC- CONTRACTOR 5HALL 5UPPLY 5EPARATE DRAIN OFF ON MAKE -UP A? 4-3- .25* 2 DUN WARMERS WYOTT - DW-2p DY FIRE CONTROL SYSTEM AND MAKE FINAL GUNNE(JION5 AS REQUIRED DY WATER 5UPPLY LINE. WATER PAN DRAIN 5HALL DE REMOTE 4 2C 1 ,SOX TO LOCATION ____.L —4_4 D�io 2 BATCH TOA5TER5 PRINCE GAS TLE - 212-OF 1.65 15.4 - LOCAL CODE. __?20 _. ! i rLLJ& I NEMA L5-20P VERIFIED [5Y OWNER. 45 :E�0 2 QFLEX COOKER 6RIDDLE) VULCAN DUPLEX EDCX2 11.25 3 ILUO ELECTRICAL CON'-RACTOR 51TALLIN-1ERCONNECT EX{ FAN CONTROL-5 WITH -24D CONNECTION 6 _3f_L___ 46 C�K] vt_ L —U& 'AAKED by LOCAL CODE. P1 '_J'MI5EK 5HALL FURN15H AND IN5TALL PPL-55UKE KEDUCIN& VALVE AT MAKE -UP AIR UNII, A5 KE,4 EXHAUST HOOD CUSTOM-FAB 5/5 i .— —.— -_ 01511WA5HER, &LA55 WASHER, 5TEAMEP5 AND OTHER EQUIPMENT A5 REQUIRED 1 2 DUCT HND FAI4 .--1 CUSTOM FAB W/ COOK lw�_26 1/6 L20 JDOX 47 CEKI ON RA- — kk I�E_ ELECTRICAL CONTRACTOR 511ALL 50FrLY AND INSTAL HEAT TAPE ON FREEZER LOT FIRE PROTECTION SYSTEM fZ�GUARD E ELEI WJTE51 JDOX KEFEF, TO ELECTRICAL NOTES 48 LOT-SANDWICH WARMER 4 EA. HATCO GRA-46 INF 3.2 120 1 ibox, DRAIN LINE5 A5 REQUIRED, VERIFY LENGTH W1 KEFIGEKATION CONTRACTOR. —L7F50 2NO CONNECI'10!4 .8 KW EA, _��W_5TF IP5 1 20 2 .5KW 5TKir5 4 3 TIMEY,5 (FOR ITEM 451 N(,(, - N(_ -i __-j—�J_D o_x_ i2t- I _JDOX_ __. .l________ T5 KE615TER5 13Y 5"_—ER - VER 2 1 PLUG I QIGAIED) .�w 51 __10 VERIFY _15OLAT6D/DE 2 GA511 REGISTER C,OUNTEK CUSTOM MILLWORK ST I 500A COUNTER I — 53 I SYRUP RAIL U�TOM MILLWORK 54 CU5Tom_rAb -5/5 VERIFY RE ELECTRICIAN 5HALL VERIFY ?EQUIREMENT5 OF CA5H KE615TER5, CUP DII5PEN�FK`5 (DROP} L_WNT5 MODULAR - 1017 PKINTER5, AND VIDEO UNIT5 INCLUDINO CONDUIT RUNS, PFIDICATED 55 1 %ME/50FT *AYE DI5PEIIt"__ TAY!�Clk 6.657 (VERIFY KE_w_lREw-NT5) __U�_Tj��QX VERIFY 20C CONNECT ION .5. __ KEQUIKEMEN,T5 AND 1501-ATED OUTLET REQUIKEMENT5. 208 3- JDQX VERIFY KEQUIKEMENT5 CUP GONE HOLDER CUSTOM FAD 5/5 5EE AK(,IIITE(,I-ITUrAL 0KAWiN(_-)5 FOR ADDITIONAL ELECTRICAL- HOT TOrPINGI _D15rEN5EK DY OW14EK 120 1-.PL()& VEK,IFY KEQPIKEMENT5 5T I rPONT `�CFVICE COUNTU5 . CUSTOM MILLWORK PEWIREMENT5 INUUDIN6 OFF-ICE, MENU BOARD, LI&HTIN(7, TELEPHONE 58 C-;K; U/�, KEFP,!C-ERATOR DELFIELL) AND CONVENIENCE OUTLETS, ETC. ____Vk-GA 4 1/5 7120 1 PLUG 51 c2c 1 1 KEFRI&EKATED (,A5E WYOTT - 50C-14 7 12 _,q, SRj_E6_15-TEK5 BY OWNER __0 _ I_ PLUG. VER, 120 I_ rLUC; KPQ.9IKEWNj5_j1___ATEQ/QE1)I 61 CEZ LOT 5L_JP0I5rEN5ER5 MODULAR -_Fi(5�,FZ5N_TAL ; ��t LOT U/C 5TOKAGE 5HELVIN 155 —G_OLD DOND 63 - --0 --- I EYEBROW_ HOOD Wl FAN W5TOM _FPB 5/5_L COOK, 0OC2D I JDOX SODA 01;°EN5EK 6_F-F rL TVEY O-V _R70 I/T =F5 6.3 120 1 -_-_ EI CONVECTION OVEN 1015ART - GN65 W1 5/5 LE& pI AT �ON N (wn T E S65 2:1 1 OVEN COUNTL;� "dRA(�K_5 CU5TOMMILLWORK FAf5 I Lj) F MR JDOX 67 1 SAFE DY OWNER 68 ICE: I OFFICE FL)KNI5HIN6-5 BY OWNER I - PLUG VERIFY 69 --15.: 1 - __ '.'ERIFY -KEQUIPEMENT5 (,OMPUFEP, TERMINAL BY OWNER REF=RIGERATION (,ONTKA(,TOP SHALL 5UPPLY AND INSTALL THE FOLLOWIN(7 IN ALL KEFRIGERATION CONTRACTOR SHALL_ MAKE ALI- ROUGH- INS AND FINAL 70 EQ�11`kttJ PGO) DY OWNER I PLUG VERIFY KEQUIFEMF-"NT5 115OLATEDA)LC�ICAI�E�0 PLUG 71 VERIFY REQUIREMENT. WALK - IN KEFRIOEKATION 5Y5TFM5' DRIER/STRAINER, EXPANSION VALVE, LIQUID LINE CONNECTIONS IN CONFORMANCE- WITH ALL LOCAL GOOE5 RARE NUNDER STRAINER, ROOM THERMOMETER, AND CKANK CASE HFATEK. IN A0,r_)I_l_ION EACH 5Y5TEM -7-2 _p#_,_E NAF_�EP V WILL AL50 INCLUDE: 5ET THERM05TAT TO rUT - IN AT +,36*F AND CUT -OUT AT +34*F FO C.U5TCN MILLWOrK-5/5 7L)5TC" 74_ 5ODA G 151`EN5EP.,�, (V L 5H 1 ) FLEXIDLE VIBRATION ELIMINATOR IN SUCTION LINE KEFRI&EKATOK, FREEZER 5HALL CUTINAT -30F AIS CUT -OUT AT -5* WILSHIRE -REVERE 80 LD CFE5T 6.3 PLUG V?] F.5, VERIFY UKLMNTS 2) FULL CHAK&E OF KEFI&EKANT AND OIL 5 _U E7 t) (,U5TOM FAD 5/5 T ti-VE------ 75 LOT �bFFBREWER -1 0 - 3) HARD COPPER TfPE l" REFRIGERANT LINE5 W/ "51LV05" BRAZED JOINT5. WHEN REFRIGERANT 5UCTION LINE5 AKE TKAFFED, USE NEXT SMALLER SIZED 1EQNI DRCW - TWG %5bAWL-.`,A- 3.4 220 5L (XC ILW FLUO V1, FY R�(?.�!P -IT OLA 76 VERIFY EMENT5 4) LI UID LINE 5161 I ICE TEA ()15rEN5ER CEGILWARE - ':,-3' PIPF IN VERTICAL PORTION OF THE TRAP THAN THAT INDICATED, 50 A5 TO 71 �,F C)y rL)p V VERIFY KEQUIREMENT5 5> L&II) LINE DEHYDRATOR' FILTER OF 5UFFICIENT VOLUME ACQUIKE 5UFFIGENT OA5 VELOCITY FOR PROPER OIL RETURN. I HOT CHOCOLATE E 015PEN5EK BY PURVEYOR 76 SPARE NLACER _j20 PLUG V2" VERIFY KEQUIKEMENT5 6> 5IN61-E POINT CONNECTION TO CIRCUIT e'REAKEK, AUTOMATIC 5TAKTIN6 SWITCH, 71 LOT 1500TH5 MoTGK PROTECTORS, AND PRESSURE LIMIT 5WITCH GU5TOMI 7) SOLENOID VALVE FROVIPE ANTI - SWEAT FIFE GOVEKIN& OF 1/2" AKMFL.EX OR EQUIVALENT FOR 60 2T6Y � TPA5H �,_Ck�rEf,�_ C_U_510M_M_lL_L-__ 61 I 15 WORK 8) SUCTION LINE FILTER OF 5UFFIGENT VOLUME KEFRIOERANT BETWEEN EV,VOKATOK AND C,ONDEN5IN& UNIT. ARI (,OUNTF;k CIJ5TOM MILLWORK 82 [7� 7 C,0%PlJ'TER 5TOOL5- GU5TOM 9) 5UCTION FKF55UKE KE6ULATOK 1KAP DRAIN LINE AT FLOUR 5INK/DK,,AIN PER GODS. LOT UiA IK5 (AU!5�STM SEATING 10) THERMAL EXPAN51ON VALVE FOR EV""rOKArOK 6�4 t�_____ LOT _f_AJ5_LE 0r5__ GUSTO!'--_..___.- 65 _ __ .LOT,TAI5LE DA5E5 CV5TOM _L_0T,.[_)IV!D_EK RAILING 5Y5TEM__, GU5TO`M CH:1 3 �IN05AU? CUSTOM SPIRE NUIJ 68 60_� - - CHAIR5 CU5TOM SEATING NOT %iOWN ON PLAN THIS -k AN I� A Cfj4nW Q p AW-f�. OF FQVWWNT W-) jrIXn"5 FOR ne U*NwIn" OF (ANTOPAC TURA AL1 WAS4JPfWWT5 ARE TO M VEKIFIM ON T)jr )OLN. rLL%fiSIW,, 8".TKI(,SI_ 1,V I-E 1'-' Ape) VENT ounETS KAVVI MEN LOCATED AS A(.Z-L#LAIF3.Y AS POIS 1". AkV ARE 3. ....... TO fW. qjTLIET) NT"VIV 10 INOT Ot ACUPT W) REVONSINtITY FOR WORK DDE 51 SAID U*"ACTOK5. AND WILL NOT ft Burgerville SIA" FOR ANY FVV*f 110A UWKE-, W" I`*"S,5AJt( _ WILDN* COM,d% "LBERER $trLxTLVCOWIN" OR M TW %,1155TITIPtOpl CK rQurmEm solow" 0" /,00 NOTE: ELE(,TPICIAN TO VERIFY EL_�(_,TPIGAL PF-QIJIPFMENT5 OF ITEMS #5 11 PACIFIC HWY., J166BO OR r cw Alw R"5m < FOOD SERVICE EQUIPMENT 2 L' -LWIF* TRIK VALVES. DESIGN & MANUFACTURING -5, ET(,. rXCVT WRW MOM IN WILIrIGATIOW 13UP(34-0006 & SIT94-0040 WWACTOR11, AW M(A"IECTS. STAATP* 5WITCkr Vn. TIW5. MA6 I PACIFIC HWY. & 78th CONTRACTORS ARE TO MAKE ALLOWAW&S FOR All M WT 15081227-1161 50 OF 60 w415 M-AN kInT ft VFXVWD AND AFMOVU) DWOU MAL APO ROMH-W MANS CM ef WrV- "4A "_15 TW MY ry of K&Lpw" w".,, "r!rF r,;K-opm FAX Tigard, OR hr�1 J,� 1. ?3,1 NW Fifth Ave. L:Vt-7 ;Z A .bVLI 41994 tCHORLMED I FTF* I IIIIIIII�I�fII II III�I�I II I I�I�i�i�I�I�I I�I�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 � �I�I�I�I�I�I I I�I(I�,II�I�I I�I�I�III�I�I� III�I�I�I�I�i I�I�I�I�I;I{I L T_ 1 7V F 4 kl :�� k6F 6 T r2 • PE 5 C,K I r"f ION ELECTP ICAL I MANOFACTUREF uj AID MODEL_ < iz' C) Q') > 'CL< LOT- 500A RACK (DCO) 120 1 PLU(7 VEPIF'r - PEQUIPEWJiT5 ILUT WA-51LIER/DRYEK 5TACK CoML30 - FIRST 3 4 G N_N_ECj70N_ 5ECONb-Z&AECTION 4.8 240 3 JbOX' 4" DIA. -CAX.r VENTED TWOU(711 WALL WA5HER CONNECTION 1- 120 1 Je>ox _T_ F- Z I IDE MACHINE(5TA(A) W/ STORAGE DIN 15 2 EA. EUGTFXAL, 119floE (.ORD �)V ftlb I U1(, ()15HWA5HER 12.4 F3/�4 120 1 JE50X 13 1 HOT WATER TANK 461, UP 96 1 SLIDERVER VER, VER. VER. Dy PLL49W0TWj5 - VEFIFY qq;V.SW5 '3 - C7 4y— Ci 113 . 120 1 PLUG 36Up 12" 14 ZER VER IF Y-a -W4T5 ��9, 16 COT ��A FREE -LIQUIRE 24 'A,,'- I 1- 1.2 6 120 1 Jf5OX LiGw D", C)or_R HojElt 207 L)RAIN LINE HEATER 19 LOT COIL FOk-l-16 P"pi ��TER 15 M 206/230 1 JE50X 15 AW MAX. CAKCLAT COMPRESSOR FOR C8 qT) j ?�M I ibox AMP MAX J) _LVZ?T6/2-V GTCUIT tAT POOF) 9 4'-9" 2" 5�! rAd/ 21 -- .LOT_WALF- K kEFRI&FATOK UP 12"c,2) .4 5 120 1 J50X Two L iw-5, Two [)oms aj 22 -;qj -4-_ (�' - - __ CE-Ij LOT COIL FOR #21 x UP 46" 1 C1OMP_R_E550_K_F0_K__#2112,0 1 JDO 15AMPMAX. CIRCUIT -6_ 4" I,b 6' )6" 22 15 M. I-xb/230 1 '1f5OX 15 AMP MAX. CIRCUIT LAT ROOF) C-q 1 111-:- -1 27 2- HEAT LAMP co _35 1 1 JbOX CN34 IGOIL - -co 0 1 DUN TOA5TEK UP 28" SANDWICH PREP TALE 1�_j2.5 _L20 fj_U& 30 C�� I I TN *�N -7 DOOR C) P2 PLUG 11' -31 U�_ 01- 1 7'-11" 31 (6:4/ OP 56" �3 0) 5 2'--2" 1-- BUN WARMER 4 _T3 �3 30 ------------ 120- 1 A50X 29, cow. I MICROWAVE OVEN 1,4 al 34 LOT FRYERS (3 EA CON—NECTION-5) 206 1 PLUGJ 150L A TEC) Cjq-�L�6 -UP 9" AT ROOF - 17 41 206 3 PLUG [)OWN FROM FILTER 305 `-6 (-) �S 11 (V d) I"Luo (2-2STUB -UP 9 AT 0 I-L < -A No- ROOF F VE [)U(,T AND FAN 1/4 120 1 Jf5QXiAT ROOF 77' - 36 1 __FRY DUMP 5T.ATION IA5 120 1 JE50X 4 35KW HEAT LAW5 505 48 ej �,)DCO DOWN FKONI -2ND CONNECTICN J j r"'L�2 2) 120 1 j65i 3 r'rW 5TRIP5 42 15 — 48J J 42 1)(10 L AD�VE 2- HEAT LAMP .25 &3 ,\ 44 Gow' 43 2 DUN 1,VARMEK5 120 1 JIDOX j 49 4 120 1 JDOX ns 41 .4 41 DATk�H TOASTERS 1.65 t5.4 220 I PLUG 45 / 60 c)(10 2 DUPLEX COOKER_(6KIDOLE) 11.25 _2A 3 PLUG, [X 0 2 IXO/ CONNECTION (PLATE- 6 J '3 PLUG, 45 o/ 2-- 9U(,1 ANL) FAN 1/6 42 44 C)GO (4�1� o- 47 120 L—I AT ROOF _LOT FIRE__PKOTE(,TI0N SYSTEM Je>Ox INTERCC)f GT EQUIPMENT PANEL .It DCO < 48 -ANDWIGH ocopE, I _JT c.-----_WARMER - _3_.2 --- 11 1 JE50X 4 EA. 0.6 KW EA �6) NQ CONNECTION -2 1 -)x VV 5TPZIP5 I I I Jf5c ML 2 KW 5 T C'N 49 D_;�j Di ------ __(FOR ITEM 451 OW )box Ll LOT (,A5H RE(715TEK5 FUE5-up 9" C'N VER. PLUG I 150LA—TE-00—MICA TED) - I I 5H 5 5 D59 60 ALEX STUD-UP 9" FLEX 55 30 11206 - 3 1:LEX TO CONNECTION5 AKE/5 FT 5EKVE DI -�_EN5EI�_ 43 44 45 L 1,IJ 60 .-A - 2ND CONNECTION 3 3 i5ox IN WALL KAGEWAY TO CONNECTION - j-0 - A210 "' ( 70" < �6 [2�j 1.5 JO i5ox UP 62 rL I FLVIJ A5 REQUIRED MENU DOAKO IN WALL RACEWAY 4 49 9 HOT TOPPING 015FEN5EK I I -QUIRE[) �OK[TANC LIJ 56 _ .C�K I J/(� REFRIGERATOR C) 4 PI 04 PLUG DY 50 _j 5 9 C�K 4 1/5 120 1 PLUG 7 120 1 PLUG REFP\1(7ERATEE) (,A5F_ C) ELEC. DONT'R ME 60 1E0 LOT CA511 PF(,15TEP5 0(p 6 3 C�� 120 nIGATEO) 60 p __ PLUG J150LATED/CE0 66 1 EYE5ROW_H0OQ__( Fk JDOX AT ROOF 64 2 SELF SERVE 501DA 015PEN5�_ 1/6 1 59 1 P,5 63 120 1 PLUG ELL UP 90" 66 C��] CONVECT ION_0VEN -- - 5.5 2b,5 it3ox F - 67 1 SAFE 1 6 3 5"TED/DMIGATEVI 6: r XO A5 9 1 CIOMPUTEP, TERMINAL 120 1 PLUG (.1 PLUG 0 "LU6 X 7_ A X L '�' 4 3 4 W44 1 -yj y r5 1 20 fl 6 L T L I _9 5�0) 120 1 1 PLUG ij��:t:ATED/[)EOKAT 70 C�� I M15C. E�)Ul MENT 6 V RL 120 PLUG VE�_IFYKE61JIREMENT5 UP 42' 2 50L)A D15FEN5ER5 607 PLUG _j b.3 I 220 1 _j VER IFY K I PLUG pi I Tl� f-I CHOCOLATE L)15FEN5ER 1 PLU&I VERIFY F'E WEIVIENT5 UIREMENT5 Ii (b C)UrLEX OUTLET ALL CA5,H rF1E(jI5TER5, MONITOR5 AND THE TIME LOU SAFE REQUIRE (b 5II`*LE OUTLET �J FLOOR OUTLET ISOLATED AND DEDICATED CXCUIT5 FOK CATIA 5AFETY LIGHT FIXTURE 5EE 5HEET 5 FOR CONE'XIT KUN5 JUNCTION DOX 5PECIAL FLU& ELEC. 5T1,115 5wi rui REFER TO SHEET 5 "I"AR SYSTEM" FOR ADDITIONAL LOCATIONS OF' 15OLATEC) AND DED ICATED DUPLEX OUTLET5 FOR FRINTEK5, IVIONITOR5, ETC. THIS FLAN M A CvEMLAL Wqj&II3#,�ff or fpj ArUIXTWF5 f011t T19! Cf*MNWW OF (,4)N"AGT(AS- All WFA9-PDAWS ARI TO ft T. JOB. ILaom. MZCtRl(,Al 51�if.F_I I 15EL) Atv vem oLmzr5 HAW OM LOGAMP AS ACtAXAYIELY AS FOSSMU! AAL AAE iNTEMIM Ti) Wit FOUMM TO fW SIMWD, WE AUATT NO KE51'"IDILIrY FOR WORK DOW Dy "A��TtAl_ OIKS. MID W" WYT IS! OLM LIAIXA FOR ANT VMW FOK C+MM5 WjX "R 'V,:�W Burrgerville 5t?MTLVJt. (AAVITIC)" OR f%Y " %b5TITkn%% EQUInEW L RER OR FOR AW W.ASOK PACIFIC �jWy., = F3UP94.-0006 SIT94-()040 GMK4f_Tc*5 ARE TO MAK9 ALLOWA?XAS FOK ALL FtAAABIP6 tjtIkt %,&Vl!-,. "W5, WGWTI(, FOOD SERVICE EQUIPMENT 15031227-USI 3 PACIFIC HWY. & 78th 51 OF 6o GOWACTOKS MV VIV-4WCT5, STARTING SWITCM, VC, fXWI YMCE rvTW III, "(.FIGAjIOW' DESIGN & MANUFAC_RJRING T"fS flA" NAT " y0t"D *0 A"ROVVr 6CF001 1-trTAL AND POWI-W MANS CAN rf. WCW nq1% V4 IA KIM r ;* A f AY hw 1� I Tigard. OR 'E ) 141994 MIC LIMED 11111 I'liIII -4 A 1111cm NAM ul CH ft jgL II111111EIIIIII111171IIIIIIII IUIIIIIIII1111111 IIIlI1I1IIlIIIInIIIIfIIIInIEnIIfIIElIlI111In /4 7_ C4 owe A o[ W 4 rCL ° w ° cLu C-4 < 0 � � T F y w O w 6.. � c�� Oda � v 7U O �[ > Lo Q� PENETRATE WALL A5 ------- - -- - -- -- -- ---- P.FtPUIREO FOR 500A 6" OIA. PX WITH MIN. 24" ;ADIU5 DEND5 _ " ANO WATER L INES ____ STUB -UP 6' EACH i END - VER�FY W/ PURVEYOR `O co --- I _, .OT AND =- -- - rt - -- GOL-D UP 12� ,`� 15 ,�> �y `� -� �' UF-12� {� F DESG� IP T 10�� f~Jl_UM31N& EXHAU5T MANUFACTURER 3 ' I I ~ AND MODEL '"X 12' 19 UP 12" 75 55 74 35 DUCT ° I1 12 v- - UP 18" II �I� Z O o o w J 24 _ __ /DRYER _ _ I/2" I/2' -1 1121' 6Y OW!JER/OTNc_R5 - VERIFY \ 46 -� UP 18" 5 LO T '"/A5HFP, , ___ 41 • I ao — - 11 6 LO_T MOP 51NK W/ FAUCET/MOP HANGER 1/2" 112" 1 1/2" — BY PLUtA�ER/ D64 74 SOLD WATEF, UP 12-- - J 4'-7" ►- ♦ 9 —1 ICE MACHINE W/ STORAGE-15IN 11 — OTHEP,S - VEP,IFY v - -- _ 2 F5 INTERCONNECT FILTER 77 �L.UMDEK TO PROVIDE ' — 11 1 3 COMP. 51NK W%_FAUCET/PRE -RINSE -- 12 1 U/G 015HWASHEK I/� ? 2_FA_UCET5, DRAIN 2_DGWL5 TO F.5. P�AGK -FLOW PREVENTION ?< 0 22 - -------- �i` -�_.- - i/2' F5 _ 1140' HOT WATER �II�dl1�Ij DEVICE A5 REQUIRED °_° r------ ( 3 _1 HOT WATER _TANK _ _ �- — - 5'-3" VER. VER. BY PLUM6ER/OTHER5 - VERIFY TEE" TO .3 LOCATIONS -- -- - - 19 LOT_ FREEZER RIFh!G_ERA T ION_FOR i 18 -gyp _ w 19 LOT WALK- IN REFP,I — _,NEAT TAPE DRAIN LINE _ & RAT ION FOR #21 HUD 2,� I HAND SINK W/ FAUCET I/2" I/2" 11/2" -- ::=, _� 35 1— EXHAUST HC OD DUCT 46 1 EXHAUST HOOD DUCT X12 I � 55 i _ SHAKE/SOFT SERVE 015PEN5ER _ FS f5" OWPJEP,/OTHERS - VER.IFY I 64 2 SELF -_5EKVE 500A 015PEN5EK5- 112" -- , - — - 74 2 50_0A _D 15PCN5ER TOWEK5 _ �5 5Y OWNERS OTHEK5 - VERIFY 1 1/2" F5/HUD _ i DY OWNER/0 rl-fK5 - vERI - 75 LOT COFFEE MAKER _ 1/2 DY OWNER/OTHER` - VER!FY I 77 LOT HOT CHOCOLATE DISPENSER 112" DY 0WNE,/OTHER5WATER UP 16" - VERIFY ?4 � 0 14HOT - ---- -- -- WASTE UP 12' �- _ y I ( • ALTERNATE J H T WATER 4" 4 7 LOCATION 2' 2" 22" ' GOLD WATER I -- - -- EQUAL EQUAL 1 --..-- -- SANITARY WASTE TD` � 3z' y�_— ��,�_ - ,-_.-- _— t4 �� HUB DRAIN ; - _ - KENe47 C --- PULLOTE FLOOR Slrx (GRATE AS 5�i0WNl -- — — 2 X 6 BACKING UP 56" FOR FILTER - - 6 QU UJ nc. •• DRAIN --- - -- TO 6REA5E TRAP FLOOR SINK --- ---- - —� ---- _-- __ __ -� -- ----�• ------ - --------- -- -- --- --- - INDIRECT DRAIN ----— --- - —. —J TO 5EWA&E 5Y5TEM PLUMPING DETAIL AT IT`M # 11 NO 5CAI_E TM's PIAN fs A &FMtAL ARRAN6fWW Or ►WH'Q!T NO rlXrU" FOR TF[ c0gVINIME or _ I CXTOCACfO" Au W-ANAtEWNTs AR[ TO I veRwwn p+ Tye JOB. rUADIW. "GTRIGA SFIEET ! REVISEL: -- JO VF" CAM- T NAV4 * LOC,ATtD AS AGGURATII.V AS rOS51" AAO AR[ NTFJCJp� 10 LBERER 11 ISESUIT eWlraoTt TO .x x►rt-I¢�. rpt Burgerville FOR N° MEW FOR'�clYV1�5 wAN� 004E BY a�(p(�DMU`0.L�I� �w HOT S OtST1FOR CRFACJIT. At D1' TTlS SlNST1 ON OR rWUCrF� M F;V" NT l OWN ON TTt " , ra. ANY RFA". FOOD SERVICE CQUIPMEN i PACIFIC HWY. �' CONTRACTORS AR! TO IMKe AI.LOWAAK.lS FOR ALL rlU1HM16 TRll�l VALVES. TRArs. NAbftTIG �� 4 PACIFIC HWY , 11880 cC*"GC ORs RV nlyCNfr,TS, sTARTNG SwiTues. M. rxurT *AM NOtM N "(,WIC,ATWM DESIGN & MANUFACTURING 16031227.1181 BUP94-0008 & SIT94-0040 TMn " "T be V""o AND ff"OVen WO" rWtAn MO ROL*H_1N MANS cAN or N".. I 1 11, 52 OF 80 1"'4rt AN IS TW ""rY C► KAI DM11t SrRVa--f ea H► MI? iA LOOM Sk"C.r TO " 2 3 4 N vv' Fl(t f h Ave r A v V T i z a r d.• 0 R ' •..fit IV a.•t r ... r .. � -. \ I 1994 MlCiti4LMED tltilll��l III tl III�I�I It t tli�tit;iltit titltll�tltjt tlll�ll�tltlt tltlllt�tl►Itl IIIIIlIII!lll i'llllllt�il►ll I tltlllt�titit tlillli�ililtll t tllll�illllll Illlll�t�lllll {i111I1I`I{IIIIlil1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlllllilllllllllllllllllllllllll►IIIIIIIIIIIIIIIIilllllll11111111111111111111ilnilil11111111Illllllllllllllil1111111I1lIIIIII1111111111111111Iilllllll 11111u1111n1111n1111111n1tw I�IIIIIiIlIIInIIn11n1h111111111n1t11I11nnII1I11n1111�r1 V i �)VFPHEALV P.Uh AU010 DPOA0GA5"T 2 1/2" DIA. PVC CONC)U I T FIN 15HED GE IL I Nr�) MONITOR FOR C.GTV - 5 TAT ION BY OWNER MINIMUM 12" R.AD I U5 E5END5 C-AfLE DOWN FROM ABOVE GF IL INC CONDUIT FOR AU010 rANTENNA GABLE 5/5 COVER AT �\ t WALL OPENING TYPICAL FINISHED WALL_ . DY OTHER5FIN15HED FLOOR Tw 0 ' WAl_L AT 54" ,'�.F f 2 1/2+' DIA. PVC, CONDUITA I - - - // \ 1 O BUMP dAR -------� MINIMUM 12" P.AD IUS 6ENDS � _,�� FOR UNDEP,GROUNC P.UrJS TYPICAL CONDUIT IN5T ' LLAION I AT WALL LO(,ATIC)N5 NOT TO 5GALE . TO BUMP BAR AT 54" A.F-F -- -- /� — �� -rel -- ---- I t --- r -- --1 I - (d—CONDUIT LO(,AT I DNS I I _ II t / L' �'—UNDERGROUND RUN J II --OVERHEARUN D� -- _ Cly 5TUB -UP 9 ___. _ . __ - - TO DUMP TSAR AT 54" A.F.F. � II E A(,H END / r - THIS SHEET L)EPICT5 T'rPICAL J I C,ONDU I T RUN5 FOR POINT - OF - ",ALE, ORDER - ENTRY AND VIDEO WIRING / - - VERIFY REQUIREMENTS WITH OWNER AND 5Y5-TEM PURVE=YOR GENERAL CONI RACTOR TO PROVIDE IDE E51-OCK FOR V!DEO MON I TORS A5 REQUIRED - VERIFY W/ INSTALLER �— —� — PAR 5Y5TEM TO USE PLENUM RATED WIRING OR 51 M I LAR THOUGHOUT i VERIFY LOCATION OF PAR SYSTEM PRINTER IDC.O AND WIRING REQU I RED) 1 I 'k nas FLAN IS A WHIP7M. A"AN&f)&M OF evuaTcxT AN10 FIXM"5 FOR OR CVNVMtFmc1e OF w ;t1EET i PIC V15ED AW M Tc�CA TS KI C41H L ARL TO OC Vq�lf IED ON Tro .lpl,, fUA�IN6. 4JGTv to LBERERBur e i I 1 e A►QT VeNi OI/TlIT1 HAVE DEIN LOGAT� AS ALGUUI4 r AS fOSS!01_E Nn ARL IHT!?iJIL� TO SUIT ►Almon TO eE VYfl I D. PACIFIC HWY., 11680 SUE AC(ATT NO KWONSIE�ILITr FM wORx CKM e, SATO GOr UGTO", ASU WILL NOT e[ LIAFVE FAR ANY EITIMF K LME(S T NLESSARt 9T L IN. rw"T G'o C1l7MANLCS, XPACIFIC HWY. 8� 7$t� P,UP94•C006 8 SfT94-0040 srRlwTux w►omrn+s OR er nl� SIASTITViIpI OR uNN6Fs M Ecvl�T S1aNM ON n! fLAll OR FOR ANT RFA ON FCOD SERVICE EQUIPMENT 5 53 OF 60 [5031227-Ufll G011TRAGTORS AU To Lace AuAATW. 1s r0a , E FLU1MNk. %4 NOrril, TRAPS, wGATIO c DESIGN dt MANUFACTURING Tigard, OR LdflALTORS A/t� [�IAL011C(.TS SiMTkKs SWIt(Ai°S, ETL, E7(LOT WIERI NC+iI<C1 M S/iLIFILAilONS —m TMS FLAN NJS: De VERW D A1C'+ AFrWOD AFIOOT [*-TAR MV) ROUEN-IN FLANS LAN M YAOE �X n+Is " N TW FROMIrY OF r.ALD"O FOM W. VK.L Ep,I?WEXY ATO 11, t_oAWD we.tcT 10 2114 N W. Fifth Ave. (��,,z) a 9764 _. - . ]. 41994 MICBURLMED IIII! II�IIII11 IiIIIIIlIIIII III�III�IIIII I IIIIIII1IIIIII iI1IIII1III1I IIIIIIIIIIIII IIIIIII�II1{) I IIII1II111111 L 1111111111111 IIIJill iIIIIIIi I IIIII�II(IIII IIIIIII�III!I I� Man a c"ft f Sri 111111111111111111 IIIIIIIII�IIIIIIIIIIIIIIIIII IIIIIIIII Iilllllll (llllllll Ililll11111111111111111III!I11111111111IV1111111)11111111111111111111!IIIIII II IIIIIIII I IIII 111111111111111111111111111 IIIIIIIII IIIIIIIIIIililllllllllllllllllllllllll�illllllllliil,l�!In111111111111111IllIIIIIIIIIIIIiIlI1 T_ J L L INTERIGIF FIN 15H F12 FLOORING FTI - Fl" TU: (,"5wu 16"xb") mm_A"_41_( 'Y 'Y 7mA aft IT• LATIUVE 1545 F7KAY 14 Tmw _--mm t AREAS: /, i i i i _- C JQ �� ---- h f 1 I I I - DOW5, C.U5TOINO savice- Au.D(T TO-E' ftACXW_NT FU PAVW& PLM --Jo 4"x4" 5twirwu #166 Citmr ATI WT; VIAGCW A —L L 4"xb" wol m i T u F VVI, -) I I 11 ff--L KITUIEN Uowuo 16"41 ux-op- A9N MICA REVROM' FIELD TILE FRP T 4"x8" y it All TIV_&_L" Nk-i COVE f5A5E- FTI - U)Vmi AKfA5 IWALL5_L A 11',!T A54-_C�Ik(?5$VILLE A900 MICA 35 RI51 - KITc+o Apim IwALL5A r-ADKT 15AWJ: Korre 74 5moa 5EATIN&: CHAIR5: R,07 WITH VINYL 5EAT - TI) DmL E5LUE' DEW' T17 WK L Flt F_ Li AME- bMU% WJAL Ic DAR 5TOOL5: 153C,27 - 5AW A5 ChiAW5 DETAIL TH15 5HEET DAR 5TOOL DA5E POL:5WO CHROME FIN15H X" 21 700TKIN& WAGE iwm 6AUlwyl j 5EE PINWHEEL +1 PTI • goo r[15: c lip I L12 TJ .7 11'1 Li 5ryu. Lramrm ic _J TRIM; DJKA 5T9* Tc., T17 WINE.- Dorton ROLL, i�mr, bLuL 0 I / / / FRP 1OLL x,�L_ NcywL &C,-?_'T OLAgg C RAILING: -71 F PT powm KoY& _NAVE 13LUE 6UDMIT 5AMUI WAI L TILF. !01 IA— PEK DETAIL bXTH EW"' 15EE RAIL X51C4 COVE DA5E f-ROM THIS TH15 SHEET 15) STUB WALL 0 EATING, WMEK (5EE GLA55 APD RAIL OF51rA LOCATION TH'ROU61100T WI WI,71KITUiEN AT ALL WALLS VVI, ANP EQUIPMENT f�A5E5 TADLE5: fi LINE GF I 2 TOF5: LAMINATE JQF�_ -R-T YW M�&L): t�' 9LL!VY AS "ERT 'PLL _jEjj- LOWERED WALL TILE 50FF 11 PEP, DETAILTom_ DA5ES: nLAU THIS SHEET --- W(,? VV F I WF 2 T P E'A,I E M '�I IWALL FINISHES / 1 ( I II ` I - DININ& ROOM AND HALL (,n4LA1 RAI L: XqL_ftLJE JA5 nZ 5tOW- J, W FIYV!1E4 (,AF5: COIAN 51WA; COLOK: 5ArHU WAINK(LT' FORMICA 16 WF2 ___k&�ovviw,: JM LY*4c G-62,496 (27w. T PATTERN KENAT. SL Mf MATC4 L 4 KIT I& — NEBULA #4629-8 5EE WINDOW LjPhjOW--_K VIEWJ): WIL•WRT l5w�+i DETAIL TH15 5HEET w= t WALL IFEK MAWIKI! FRE 11207 (7KEY. W;NDm 51Lo: QuWy TILE 0. fg1mCI W/ 4"xt" DLLEDMT, 4"x4*' My, 4"x4• BURGUNDY f5UKGLWY KMT T2 KE5TKOOM5: FIELD: JWaA RE015TRY It,.' _X 51 __,q OR: F 0 5_0 4 M -L ILTERNATIK7 _Lt E263 PAINTED 5URFAGE5: Pi'l K1102 9 Aft0g Hoop To rpWotTJ 5tf9WIN ffiLLIA166 _1216 pKiye T�AIJ/50FFI OFF IV ocXr_AN� _ .. 1276 P 2 31 CEILIKI, DACK OF SOFFIT, OFFICE 5W 1913 PT2 - DRIVE_-TWV/5129E ROOM: WALLS t UILIW15 5W 1913- 112" -4 2 - Ke5TKOM: 11 CeEIL M-5W_111.3 TYPIGAL ETJ 21 Dom A_wF_&Aw5W 1254 TILE '.')ILL wf- T - DININ& KQ�Y mix 5W 1154 314" X 1 112" WC,2 M, - 5 F T' U�VE - FT3 .--2j 6" FKQNT EAGE 5W 1254 MAPLE TRIM Wc1l 3) TKIM 79, MATC41 WAMZ01 �Ar FOK WAIN5COT W/ KELI*EF ET 1.7 r A CADINETRY ITEIV15- WFI FRONT TER. fV&E: .3, 5TAcx T-wi) - DLUE TOTAL m:-E wic*ff: 3 5/61 DIE: WLWT PtjRMMQR I 14 4-41 (;IL055 DIAUONAI _ i - _ - —_---1 ( --- --� \ L I'.� - ---- 70r: EaA_�2 1 TILE 3/4 C'4 YLAW YVIL50NA RT -PURPLE q1RA00 #4103-00 " MAPLE DIE: MOKI #494 VFI PK 5TATION WIL5cNAKT C�FM ]KIM Y F 12 CN C) DRIVE IM CASHIERCASHIER5TAND FRONT #4104 Top: F IcA W.Tn EcA # map GATING DAR: TOP:RADIUSE2(&: DLL1E T M P_ ___0 -TI LPL VWLE GQ)Dr: AKT rLwu HIKAX #403-60 --y PINWHEEL AND WIL FINIc)HEr) WALL PEDE5TAL f�PCUT 5HOOT CON5TROCTION TYFIGAL WOOD 10 FLOOR DY Gl.cl. DETAIL A _T WI �]rDOW-) TKIM DETAIL [DE TAIL AT SCALE )"=I' - 0" 5GAI_E 3/4" 5GALE 3"44' 5CALE 314" "5 RM4 A &EWAX AMW_4NM OF IrWIFIC)" MAD FIVU17S FOR TW CXNV7!4"9" 0Y' FIEV15cc) L,ONTItA(I AU j4!Aq_4Pn4Dn5 W To ft VMIFIff- ON TI-7 JM, M_LXOM. n_f(,T1tMN_, NV ART ORITIFT', WYE klwM tOCATEV A) A(t.iXATELY AS f055ftf AND A". 047"I'Vp TO Hwy 11680 sol fQurmrw 10 15F Ulm Im. Burgerville PACIFIC YOE Ar-(A." NO KfVCOM115LITY FOR WOV DOW 5T SAID CfWTKAC'Tmj,. NV WH-L HOT 1w LBERER BUpq4- LIM!�U FOR ANY UMM FOK CAWO "V NEUSSAKY IDY L-11,A- DVLVW* COMS, 0OWNW-CS. 5rjtijCn.VAL, CXx�Vl'.ICM OR PjY nt SOMIln"10H OR CHMW_; N EQUIPUD" '40" c" nV MW 6 PACIFIC, HWY. & 78th 54 OF 60 OF. FOR WY "A" FOOD SEWICE EQUIPMENT 15031227-11,81 'ORTUCTCKS ARE TO MA" ALLCYWAW.^ FOR &L M-LACINSP TFIK VALVE5 TRAM DESIGN & MANUFACTURING COHTACTCV,5 ),W) $7,971W, SWIT01IF', F C. MCirl M"J! -'40rW' IN WGIfICATIOW Tigard,, OR THIS MAN J&j5T M V"?F1ff3 MV APMOVM Wf*F I'WTAR. MV ROIXH-PN ? " GM TSC kwv. 234 NW. Fifth Ave. FAX _0 THIS,i!.!�,Lnfr,"cmry OFFO(V wxylc. . W~W NODI I-IMWV %"(,T TO 274-c47 - I .I .. w" V" ^0 --own op"o"Irvil oft mof"" w A.901 (V I" AAA" -7 el n rN (503) F ' 1 � 1994 I CLMiE0 � 1111j11111 1 1 IN" !jIjIjI111111 111111 11i 11 Jill!MAN M CHNA 1 9 m It 13 14 a 14 1 --JII fir- 4 KAW GUARD FIRE GUNTIZOL 12" X 6" DUCT CONNECTION AT SYSTFM UL. FX 8541 VENT ILA I.OK. 1200 GFM W / .75 5 P. FLAmE GUARD rILTFK5 AT DUCT GOL.LAK SECTION I AW FILE R6593 G 1 A54G SECT ION 6 1 - 5/5 WALL FLASHING ?' -`1 3/4" 6_ 3" 112" 5/5 F.OD 5_EGT ION 3- -__ __ --- - y- 3' -5" 3'-`� -L- f' -' 4' -_h l5� 2 5EGT ION 4 T IMEK5 14" 2. 1 5EG T I ON 2 2(' DGO ' SPOT WELD AND SEAL 5E(;TION 5 - -- - �-- - -_ ---- --- TRIM A5 NEEDED �---� 3" _ _ - f is . I S15 FRY blb �IL�l1.�ElC �� - IIrrII � � U u `� �� *_ Nlhl � l T f r _ 1 _ ` Ir V4" 5/5 RO! `AV VISI F -I TYPICAL .e LPA .n }� - w BUII.� BUFCsEP STC �( -^- _-- Il BAR. _-_ i 3 PL.AGES __ __ w, _- _-.__-._. / II_r fill TPA.'( L0(,F _ — - ILL opoopl CN lw > ____ - l • SP - - WALL OF � �= � � �T � 11 �, r � - w FREEZER • 11/2 1 I/2" \ 1J" 17/3/4" A5 P.EQ'D 1 V? 3 -2 I I/? 17 3/4 Rdl -2" � 1' 6" � I' - 6" 1 -t - -- 5 -1 � CUT-OUT 3'-5" _- 3,-11 /I 2" 20 _3/4" 27 1/8" �, 16 _ ---3---8 3 - ---- _-__ pry _;- -- -- - - - )0 -�" T - II' S -T WAF VEK FKYEK 5TA^T I ON : 1 �� ? AND KKEF . AKE/S E4 �K ILL STATION 2. E3 5ECTION 6 t 5 -3 FIELD VERIFY 16 17" 3 -�` -5" HEAT LAMP LP4 �- - - 2r 14 TIMER _ 6' - ___-- __C?--__-_-* ENCLOSURE - `' 6� 10" FIELD VERIFY 15,. DEEP AND >HE�..F IDGO - -^- - LPI - - - - _ CAf5;NET5 2" LONG 1/4' DIA. WF2 18" DEEP C., 2EEP�' -- - r-- / '"' L- - ---_--_ ' S/5 ROD TO PIN _ \ C ' _ ,- 51/2 WIDE 16 6A. 5/5 _ T= __ i \ SHELF LP4I� LP4 _ 16" ® i HEAT L_AMF'5 GREASE DEFLECTOR OVEN TO GOIJNTER - - - ---- _28 - - Q � - - - I �., _ CHROME WHITE LINE 16' �, _ I ® -=-= =--- n ;� WIRE PULLS INTERIOR5 I — - — - - - — - -- - ElEm � _ lJ TRIM TO co �► -- _ - - --�_--_ - _ _ COOLING, KAGKS -- - / ,WALL A5 0 I 7 v�' v4 v� va' va' I +/' ;r, IS" X 13" - - REQUIRED I = ! _ ;n T v o o e1N ani olv�s _. — 0 PT2 — - v- 015TANCE5 n5 5WWN ( _ -- -- _ - — _"= - -,G I i WFI� 24" DEEP `o rl 5EE _ I / �' DE5K TOP -- 1 DETAIL i - c ` PT2 SUPPORT A5 I ! - - J - --- - --= _ - 1--_ - ------=-- ----- - I - - - - -REQUIRED IL _��L _ 22 RSI =77 1/1 51 ZE PAN R81 I- (� R61 # 38 2' b' �_ 14 VERIFY Wi F T I -il31/2" J�17_ 3!4" 13 - V AND CUT -OUT - GUT OUT ______ ____ 8 -8 - _- SHOWN FOR KETCHUP 16" DEEP OWNER DEYOND D15PEN5EK 4' -3" FIELD VERIFY CCK, I �_ I STAT I ON F) 0- STA.T I nN � _ _ - - ' E5 EO CCK I -L 5f EL_F= _ OVEN / 5Af=E - OFF I C,E QE5K SAFE / CAD I NET �- � E3 - E9 E10 24" 4' - 4" 24'' r" --------- - ----_- _._ ---- - - ---;--- - -- - ., � SECTION 8 WAIN5GOT TRIME71I G--- FINI5HED CEILING LINE OF L_OWFKED 50FrIT ---_____'�7 W WAINSCOT TRIM WGI 3'-5" F2 5EL1 ION q _ T 5ECTIbN 10 BOO 5EGTIGIN 7 F F2 I - - - - R f ANEL 5 OPEN TO 5 5EGT ION Il - LP TOP FACF L-P�� ( I IA5E - TYPICAL - LPI ,,; 3 -9. '072" 24 / f i/2' - _ _ - 4 3 17 314 7 r -48 A.F.r , I AK ----- t E -- - - =---= --- --- - _- _• • - _ - ir - CLEAR 1 - -- -- LPI LP Cv LPI �--� --ice--- - � � � REv 15TFR � UJ _ Q �, SY,TEM -_ - -- - - - - WH I TE . .—. F TI r, WHITE GADINET LINEP'. .>'� .- __. , - ' 3 FEET OF - - �� I \ I LINER �. � tat Jul c ON ALL INTERIOR FACE_ �'i I 5/5 FLASHING ----- 11/2" 1 I/2" " I I/2' �� 1/2" -0" 8" f TI 1112" - �- � 1 1/2' Kpl 1 l/2 RSI br I _-_- --- -- 1 P'•�l EQUAL QUAL EQUAL_ EQUAL EC�UAL 3 3/4" -3 .3/4' CANTILEVER �JASE - - -- - - 16 1/4" _ _- _ -__ 6_-= ---------- 16 1/4_ ? _3_-- 12 +/- 2_0 3 "`� _ RSI WALL FLA5HINC� ALTERNATE LOGATION:� II -0 UI~lit PER - REQUIRED FOR --- - _ _ __ -- ---- _ 15 - 1P� EQUIPMENT SPE�� _ _ - ------__ 2�_9" 5' -q" +/ - -- REMOVABLE 2 EA WINDOW`S AC CIE55 DEVFK.AC-)E STAT I ON _ - - - - --- __ . _ . 8' -6" FIELD VERIFY-- -- PANEL _ , r O E 11 ��,�N 1 F_K. / ��r V� i<,A��E_ -- U P U1� l I�C•� W [ K.ON� C,O f - 13 E. 1 '-- slYIl_.AK AT D07H WINDOW5 Rias n.AN IS A "WPAL. A1R INIM16 1(1 OF F-p(fWWW AND Fl)npr.• root " rcoveNwxx Or 51IEE1 / REQ'15EC (,0WUCTOK'6. ALJ_ A!A!A*ZWNTS ARE TO nE YEKIFMV ON f?! J015- MILAO �6, ELLCTKICA(_ LBERER _ MO VENT NI to Sk -wo. LOCATkP AS AC(ARAIQT A9 fOSSIELR AfC) ARE INitKJQ) 10 Burgerville SUIT FpVIFLENI TO nL Sl1'n_KD, WF A0rErT NO RLSfONSNSILITY FOR WORK DOW Dr SAID ;ONTKACTOKS. AND WILL WT De LIAEU FOR ANY F)MM fOK uAgE NEGISSAKr DY eUK; S COOLS, CAVK _41s. PACIFIC MY. 11680 51R(K,710AL. COWIfI0N5 OR Ar 11f SI�STITV110:1 OR C►Wllr[Ls 1N Epulf►t�11 %ONM ON Rt Mx 1� SUP94-0006 & t'IT94-0040 OR FOR ANT UA", FOOD SEWCE EQUIPWENT 16081227-1161 PACIFIC 55 OF 60 �ACTO10 AI eVISGOHtC M O "AKE 1TAORTM WITOVS LFl(_ FXUTT %*f"-VMOM- TRAM,SINIFIC�OM+C DESIGN dt MANUFACTUft:NG Tigard, O� RIIS FLAN "I DC VFR1rIC0 VV *M(nW) 51170M OFTAL *0 KMW-IN MANS CAN OF "V_ FAX � 1 � � 234 t W Fifth Ave. my,;4 RIIS nNl N t}I' /ROff1tT7 Of RN.DERt7( F7M. MMVIC.0 r4JWWFNT NIS Ih IOAWr? S(r r( cr I ( �7-7 O-110 fir r r.rnitw nai n � rrn Tn b. t.nrMr.. RF"rr)LKAV ciR n n•+ "+ r�r''ITI A K I n n[? r)-7 r1 n n \rJ� F T ...... -.r-_-.._._.,.. E 1. 4 1` 94 MICBURLMED 'I�lililf !� I�lililf I�lil I I�I�I�I�I�I�I � I�IjI�I�I�I�1� lililil�lilil I�lifil�lil�l lilililililil ( lililil�lll�l f;lilil�lilil ( l�l�lil�lililf� I I�lil�li;ilil I�IiIIl�lil�l -4 INCH mmw m CHMA 'Illlillillllllillll lillilllllllllilllllllllillll lillilili Illlillll IIIIIIIII Illlilllllllllflllllllllflllllllllflllllllllillll Ilil,illllllllillil Illlilllllllllilllllllllilllllllllillllllillillll Illlillll Illlilllllilllililllilllilllllllliilllllllllilllllllll�IIII II11111nllllllliu►unllllllltrl I , I PITCH GUTTER TO 1 1/4" Airk-t 5,� f;ANI-L- , SQUARE TU01N6 AND TOP OF DIVIDED, - GKE!%SE CONTAINER UTEN5IL RACK - 2" X I/4" —z I -- - ---- - 1/4" 5/5 KOD 3' -- 1/2" �" 5/5 FLAT DAR W/ 5/5 1 SFiE�F SUPPORT -_ - ---- `-- I HOOKS VEP.;FY HOOK DIA. 17FOR SPEC IAL U TENS ILS \ L,, YATT .�( -- _ Q ° / 2 EA. R.FQ'D l_ I II - 2� - h" 6 I - - -- - _ 5HELVE5 2• l _ L. MI('p'oW4'VF ' 3/4' TOR 51M11-AK) WALL_LL"t DAGKING WIiFRE — ^ 2,.' RF_QUIRED [3Y G.C,. - 1 1/2" I 2'-6 ' , 17*KE�IOVADLE L --- F_ �VPERFORATED . ____� "' _ — TKiVET �1— -, - - \-� i� HEAT LAMP �? ``` � 1/4" ALUM. PLATE I 'a W/ STRIP HEATERS _-__ -_ -- lr Ii W/ TRIVET --_ _ �_— _ -- �� I F Ulf 51 ZE PAN WARMING ----2�-0" - - '�y 'v 5/5 FLA5HING UKAWEK r-) GOU�JTER TOP ( I f t - �` ---� aoNDED ro I/4" °- � 5TKIP HEATEKS -' \, rill, rRAN51TE 60ARD " f 604 cv I —--- 27 __ ,�_ Ell71 Ell L TI - ---- - -_- ---T �_� - - -- - P.t31 1/4" 5/5 BAK Q Kvl DIVIDER 5TAY5 5E� T ION I 5EGTION 25GALE 3/4 �-U" �_.� I- �--� IOv3SCALE 3/4" I'-0" SCALE 3/45ECT I0N SECTION 5SIC3/ 1'- 0" 5CALE 3/4" I'-0 13 I �ETAI � 1 - 5CALE 1 I/2" 0 SODA 45 I - - '-- 33" D I SPENSEK 5EE DETAIL AT RIGHT ED, I ` x'3/4' 3/4' 2 N5ULAlED„ 5Y� D : .F nll _ - _12 1 RAIL WITH I DRAIN `�-! I6" GA. 5/5 TOP •� ° -� 'O -_ � __-` CLEAR 5EAL TOP TO CADINET =-_=------- 0 _�- — , f - - � - - 10 / --- ° = - PENETRATE WALL °°- w 77u__ /r 'r' - -- i.-=-� ----- r a• �r 3/4" ° __ AND TR IM HOLE -' _ -t-� LPI 5PLA5H ,SND FRONT L 1 3/4' FOR -t' P5 1• ° LP4 4 LINES A5GE Q'D - LF6 1-OP _ , ° MA INFOLD _ o 'ry n WHITE E GADirdET ° j Xcl4 -CN WHIT, PErJETRATE GA6INFT LINER � r � CAIf CHET f',E I v -* - LINER - ---- -__.-._ =� A5 REQUIRED FOR = -� %0 UTILITIES AND - _- - - -7-- 509A l_INES---- , \ a - l 3' . 2. 2" f:�l R813, W!-IITE CABINET -- -: - - - - - - - - - --- - - % cv LINER IU" " LGUT 8A5E FOR _- C,l1ASE ZT FLOOR SINK SECTION h 3._5.. A T 3" 1 314A"5 KF-QUIRED 5CALE 3/4" = 1' _0 5f-GT ION 7 5E=GTION 5CALE 3/4 ° I'-0 5CALE 3/4" • I'-0" 5EC j I ON SRAIN TROUGHOEI A I L 3/4 I -U 5CALE 1 1/2" 24' kw� r qr 6 3/4" MIN. CLEAR ' DETAIL AT I l,/�j F,A I L _ rNls new Isn F,�►tu� Mx�w6rxXr of rvur►rm APV r ttTt►Es FOR ns co►wa+n)cE of r_a,W rAGTORS. AW. WMAW INTS AU TO F+e VMFWV ON T1! ,RXS, rLUARJf+, tIPLTxICAI IiE-i-T 1 REVI�EJ �/ 5CALE 1/2' = !-(�" AW YENT ouruTS HAVE e+eeN L.ocAren AS ALGI�AT/�Y AS rosSlMf ANv ARe MTrxxi� TO wit epVlflOrt 10 Iw x"LIw. _ ---------_---------__ N"P AGGrlt NO RESfrrF+IFOR fOR wflRlt UOI! AO SAID ((7NTRDAGTpOpR�4,. MO WR1 NOT !K rVew EREP-i Burgerville STrX.P�AI UJIC�ITOR Drr T1Vl�Sl.DSw11NfIdN�rC.µ416f5 M EOVIf1E)1T S�NM ON�II�rl� OR FOR ANY REASON PACIFIC HWY., 11680 COMRALTORS ARE TO W" AIlOwsAWAIS rat NL M_LaoIN6 Tint VALM5. TW5. w+F=+cTlc FOOL) SERVICE EQUIPMENT �++si7.i191 PACIFIC HWY. �� BUP94 0006 a S17y4.0040 caKrAcrats Atp rnSU"ECTS. 'TAKINS SwITuaS . FIC„ FX"T rN[Rt Norm IN urc,Irlr.Anan DESIGN et MANUFACTURING 160,E THIS MAN %&PST K VCR IF KD AN-' AKROV1t1D DEFORE MAIL MU R"I-IN n AM r M ew m" 56 O F 60 ' r1 THIS nJW. w 11 .rst rrarntrr a RAIArRE1 i'Q(7p 1FfVlri rP'rxxT Ar! �. tr��t': vF1.W(' TO 234 NW. FI1f`_ 1 r,\' �� n.• . r .. - • a . 4 1`9911 MiciWRLMED I""11 II IIj � j II ! I�I�I�I�I�Iji I t�l�ljllljl�i�l 11111911111111111119111111114 4 +ljl!I I Ijljljllljljl i Ijljljllljljl I Ijljljllljljill I l�ijl�ljljl�l I�Ijljllljljl J 1 1NI`1111111111i111 n11111111n11111111rnII1111u1111111 IIII�IiII t111111111111111111I1111111I1u11111111n11nnln11j11nI11111111�1111111111I11111nI1I11111iu111n11111111111111111111111111I1n111111I1n1�1111I11n1111111n111111111111nn11111111nIn11111111111111nIIIIIIInlitlulllnitntl I A 3' - 2 1/4" f' IKON A F�)R ,F'oi KT 1 Ml 06 �� _ TMI _ _-- f , . 0+!TE --.--- ;�, _ �.. -`_" LOWERE(� SOFFIT FINI5HED CEILING -----_.:; ' WHITE GA6MT C14 GADINET - - _ —_..__- ------ -- -- - I LINER / LINER ir D BY BUP.(�ERVII_ �_E - - - '�('AL_LGOVERINC FRON MENU BOART WF2 _^ .� - PtJD UNDER5IDE OF rTl PTI ;OFFIT PAINT GAU RGI ' FTI In RGI -i-" ��' � --- VERIFY HEIGHT OF F INISFIEU WALL __- _ i -Ty - - -- - wAi��5c,0T TRIM SE.�� ION iC� .'3E�C--rION 11 � •/ i _ WAINSCOT TRIM W(,2 I 7f �, f I�_�N 10 SEDT I ON 11 1 � LPI I TMI TMI LP TOP FACE LP6 I 1 WF2 --IT DADO A5 P•,EpU IRED P OODRUGTIONN l( - - - ---�---- FTI L-F-1-7-E-L -E�C�E OE EA -- -- F1rAIL ITRIPL - II NO 5GALE FTI � i RAILING W! -- GL A55 s•ANI<L5 LP2 \�\ FC2 FRONT COUNVZz 1 _ DADO A5 i IRED ` 5 WALT_ - -- - ---_ -- -- -- ____- _ --- - _..... - - ----- - -- -- -- -- 9'-0" A.F.F. _ --- -. GON57UC TION '� _ PLYWOOD GY GC• �-- cn CON5TKOGTION �/ 5EC,T ION 12 I • / Q1 " 7 FTI �% IV ~O / FINISHED H ------------ -- -.-_- - FULL 51ZED -- - - -- 6-7 1/2" A.F.F. - 9 10 - -__- - - ------------ - -- _ --- - _- EC,T I ON 12 ----=-1 2.. " ! L� ICN 2 U 1 ` < 2- C f � -- L r _- - -- c v 112"] — r --- - \ c" i II II II II II O C - �F JAI i - U � I LI I F i ' EATING C,C)UNTE:K / D I V I CSW- I I ST I 1 f I� nus n W 1• A M'M'T,1 VLAN.TM NO r" r ,r1.1,1 ANS FI%IIIc• -•- u( %, kA (uWv�N)FlA r (, SFIFET t REVISEC� �/ .wu,l I.ks, n, MA'y I,If Nl( ARC IU I+r. iTR1I IkT` 11l Tlf UP. rL lAOINM1. F�.C(,IRI(-AL.. Burgerville N�1 it NI UUT1�15 INET' M[N LOCATED Al Ar 1p Y As /I„1Ml L Nf7 rVt! INTQ(Jr[.i lU - 11 r11 I W M'1lNT 10 fV %(M N'1 1 "LBERER �_1114 VM A(r.Flt No RESrOWIVOLItY FOR Wt MVC DOW. N, sAIn Gt7MTRAc.TORS, AMU WILL NOT rt 11 ,AN 9J A5 `FK'W?r LIA”. FUR ANY r-VrW ►(1t (1♦,AMfeA M3Z W(.[ssatl eT 1,,oGx HVIlIJN16 ORDMANr-Es. 5 PLCtvvA- Co III(1As (at 6 n[ -Ar itIR,TION Cx Ctwe IM FW&JW1 :xT -#=%'o N Try n.Arl • � ?(W ANY �� FOOD SERVICE EQUIPMENT � PACIFIC �( GONTFACTORS ARE To MAKE AILOWAWM FOR AIL M-LAlI.M TRI14 VALVES. TRMs, MA&W11, DESIGN dC ICE EQUIPMENT [503122`T-1141 CIFIC HWY. & / 8tih 11686 ((111 A(.IOR; AND ()I!f(. GTS. 1TARTIM; SW1T(its, r7(_ F�Ic ETT 1Mt1tE NO 111? M YFCIF IGATIpts. PACIFIC H& TMs MAN W^1 Ee vt7tlrW) AM) AFFR.OVW POMWr MAIL AIV RMWI6 M 1j mIS c-AJ rt MAM Portland, ' SUpg4-0006 & SIT94-0040 TMs " Is TM rROMT'T OF KALlk tQ FOOD SERVI4t evulrlcTrr NO H L.OA1fD sly[G1 i0 234 NW. Fifth Ave. FAX Fi 1 OR -y'-- 57 OF 50 1/[ Ga1t71T1()tl TINT IT h /4T it De (Or KD. RTT►oDUCrD oR Ti1SIRMUTTp clTZ M WK71t qlt N '7nn ------ rART. WITOMT FrRMI1s10M AND Is NOT To M IIAFTY M AN( WAY (1FTR 1►tN1A1. TO T}� AlsT PORTLAND, OR / !l.'� 74-9764 M'►RT's15 (r tit U)WANT -- ••-- •- �_.__—.__ - n 14 1994 M1CiWF4LMED 111I111� 1I 111 1� 1 �. 111� 1;1�11��11111 1 1111111�1111� 1111111 11111 111111111I1111, 1111111 ljljl i 11 111111111► 11111111111:1 1I11111lyIIII �111��11111!I��1I111�11111 IIIII111111111111!I 1111111111111111111uIIlllllll111111111�IIIIIIIII III!11111111111111 IIIIIIIIIIII1111IIII11uI11I1llllilllu i11111111Ifi111111111111111111111111111111111111111111Illlllllllllllllilll11111 11111n1111111hIlIIInII1111IInIllnllpinlnlllnlll�i1111111111n11111111Illlllllllnllnl R ' 1� T74C4 � 6., I =r, -- 6" DIA. PVC WI i H MIN. 24" KAD!115 DEN05 ; _5_TUD__-U_P_ 6__E_AG_H_E_N_D__-__V_EF;;FY__W_/_ PURVEYOR —— /� -- - — co `- -- — s 15• ,r. I �. 17„ 19 v (5X7 - - - co 27' 21'- 11" 2�" - --- 41 ,o � I •� c. O , + w r------�� t" ° I (J� J - 4 _ \ / - 4L u O �S9 -O '0 I cv Z cv 0 Ip i + ---— — — -- - - — z v Q _ ° — — J Cl —_ 5TU0 -UP 9"-FLEX 43 44 45 48 49 do O I •� ` 2'-2' o I - it ° ; � l ® I J-N -�" l 10. -- - ----) 1 : _ 0 15'-4" `L ---- - IN NOTE5 I. ALL DMEN51ON5 `TOWN ARE TO LENTER OF F05T5. 2 IN5ALLATICA TO 0E IN `Ol ID GORE CON( PETE= [Mr- TO I VOUT - IN FLOOR MOUNTINr 4' DEEP 3. GU5TOMEP TO VEF;IFY ALL WALL DIMEN51ON5 DEFORE DEOINNING DR IL1-INC, 3" DIA P051 PEVJIR.E 4'' DIA. GORE ICK-E �a t/Ms R/W Is 64.N7U1- AIP-Nr+rYF?ft d r:pUlrlExr Aro rIXT1Rr5 ►c* Tte C40P&VIIENL! OF SE+MET GpfiRAGTIn�i WW- r4M Cx. TAM As ACeA t IF—Y AS ios,'1Wlr MC�1�' T m ?NlNddpp�Al�A►QT Burgerville [ rl air r�srnr+t C* 0~5 "N IEU,SAAR)My oI LOCA N IV i Lwr EAND w'ORp�AT1� STRLK,T►I,N. GpCIr r9 DT " %z5tI"wm Or. uw*fs IN EDVWWFNT SHJWN rv. T) ►''fEX LBERER 1 PA FOOD SERVICE EQUIPMENT PACIFIC HWY. 7th PACIFIC HWY., 11890 canTRActoR+ Are Tor E .uLowAr+rxs rcrt ALL nuetwl TTtlt� VnLvc,. TicAr,. warzTlc 0 DESIGN & MANUFACTURING [5031227-1161 CAiWAGTOrs AW PfV~r—T'r, sTAr1IW, swlrr r5. CTG, "C"T T+"M Iatm M 5"(-IFICATIC>!K -�j gUrlgq_00pg R gIT94-0040 y T f+Ils 'LAN WST " V"MIR') API) Ar"OWn WMZ C TAIL *V ROUM-GV M-AM (,AN " MAPC �A/\ Tigard, 58 OF 60 MH v „ ,►� Mr11PRTT Or KaerleeT r o sE71yIr! F. IT1[N• Aro Is LOOND ",WrT TO 2334 NAW.r�Fif/tth, Ave,/��fn /� F 1 i '[ C NIIpI TENT li 15 IR7t !U Df c.lY1EU. RIJRQJVUZ.� dl ('�" I�f111177 E'1►Q M MNc>ll OR JI r,1/f�TIJ`\Nl/. \JfC `1 ! 71 /�� (503)274-97F4 - ._.. _._._ ... -ART, MITr�r/T rT'RI"iS�1C4/. AN") Is IK;1 t(1 D! 1/sf4) rt+; ANT PYTRIN'N151. rn •,R' MST � ,.. "IR .•,rv. �. ,., ..v.u. SEP 14 1994 IffiCROFILMED If I �Ijl�ljl �lj 'I�I;!jl`Ijljl I If if i�l�l�ljl If If Ijl�l�l;l Ijljlj !Iljljl . �IjIjIIIJIf I If I(I;I�I)if I I Ijljljl �ijljl I Ijljljllljlf I I if If Ijl�ijijl�l i if If llljijlf I If Ijlj�llljijl i Ift" MME MI 04MIA I erw�` � IciIII111IIIllIIIIIIIIIIflllllillljlllllllllflllllllllfllll Illifllll lllifllll l'Ilfllll IIIlflllllllliflllilllllllllllllllfllll11111fIIIII!Illflllllllllflllllllllflllilllllfllllllllljllillllllfllll Illijllll IIIIfIIIIIIIIIfIIIIIIIIIfllllliillfllllliilljllillllllfll!Illillflllllllllflllllllllflllllllll T -- 2� Z 0, b fiHWIAENTAL MAIM i.iwW,iIx- Ali hiliv 11111 LL !'ltll ,M, 11 11,11,1 1:,,wr ,^"Nu V►, 11y11.110111 IAIFNU I"dill!11 111,y�W lII+JI�I r,� > C cuC c ! in c In �, �• a, w • ai a` 1 � � _ 2 - 2' X0' x8' D.F. STAKE O r�''�•~ CONSTRUCTION GRADE U n C- TREE Tl;S STRAP TYPE 7 PAH — �' r0 'GRsrRGHT• S COG ;n o- w 9 ICC \ 00 6 BTR 3 BTR - TREE WRAP TO FM7 BRANCH I 3 P/+H 1 PJJ - �� - 1 PJJ I 3 BTR / OPEN BURLAP ABOUT TRUNK. I __ 11 AUU / 3 RFJ FOLD BACK AND UNDER. - / 6 VD 3 COG 15 FAS 11 AUU 2" DEEP RAINWATER COLLECTION BASIN MULCH TO GRADE. � \ _��r� - _ _ / i MS - 1 PC 5 BTR \ P _ - - --�_ _ i MS I PC 1 PC_ 6 ICC EXISTING SOIL -- 18 AUU \ 1 I ' 15 RH 1 L - - -- - - - - - - - ---_-_`-=----_ / 6 B T R 1/3 TOPSOIL, 1i 3 COMPOST ��`- _ -- 1i3 SANO.MIJ( OR APPROVED ANNUALS 1 _ 1 I ---- -___----_ _- }� ANNUALSoil 5 AUU solL MIX. 3 PCC 8 MRA 756 sf SL 0000 DRIVE STAKES A MINIMUM 1 / 16 AUU r OF 12' OF RESISTANCE. ANNUALS I C: TWO TIMES ROOTBALL SIZE1 I 5 BTR 1 - — 7 PJP 1 i 1 DECIDUOUS TR -- 9 RH EE PLANTING DETAIL ;� � BTR 1 1 5 PAH = M l 3 RFJ I - 11 MRA I I h • I I i .3 RC - -- - -.�_ - - - - - 11 ICC / 3 .MS / 1 _ J .�. 6RFJ SVD 9 AU URC 7 VD -- 3 BTR 4 BTR 5 PJP- .� / 1 PCC 1 TM1 PSA — I (`T _./ ANNUALS _ 2,900 sf SRG 8 MRA - REMOVE BURLAP FROM TOP I -- 1 TM -- 1/3 OF ROOTBALL 7 16 AUU / 2' DEEP RAINWATER COLLECTION 1580 of SL ��'�^�M I I I 6 ICC , � i BASIN MULCH TO GRAPE. I 15 MRA 1 TCC SB FAS -� � \� 5 AUU 5 BTR 2" MINIMUM SARK MlA CN 13 ✓D (---- - �1 11 Co ' - PREPARED PLANTING SOIL 3 RFJ ---��- i �vr 4�1 - __ - - - EXISTING SOIL ANNUALS cn 5 .B T R - \�� - - COMPACTED Pt_ANTIMG SOIL i MS L TWO TIMES ROOTBALL !QE `- 3 PJJ ;,5 GO 1 J5 Cu 1421 sf SL 5 BTR — 1 MC 6 TCC 33 ICC 3 VD --- u G o SHRUB PLANTING DETAIL ` 1 TM 10 'ICC '- ANNUALS ANNULS -- ro ` 12 PAH O C A ti CM 01 L O, G2 Ln � > O L puj (�. n \\ �h VD Viburnum david�i 40 1 al 3'o.c. c s PLANT LEGEND g . - 91"Zi � — �� Davi J's Viburnum' PCCPyruc calieryana 'Chanticleer' 4 2"calip. B 8 B, Matched GRQ HU—COVERS; a - Chanticleer Pear AUU Archloslaphylos uva ursi 90 1 gal. 24"o.c. tri-space M PSA Prunus yedoensi.s 'Akebono' 1 2"calip. B 8 B, Nicely CD Cottoneaster dainmeri 141 4"pot 18"o.c., tri space (� v 'Akebono Flwg Cherry Branched Bearberry Cottoneaster .� l ar PC Pinus contorts 3 8-9' B b B SL Sod Lawn 4,650 s.l. Prolimo 303 Sun Mix US Shore Pine FIGS Fleur de Lawn 2,900 0. 3lbs F,aur de Lawn 755 --- 1 TCC Tillia cordata 'Chancelor' 7 2 1/2"calip. B 8 B, Matched a' cu Chancelor linden Annuals est. 4'pots 9"o.c. mix approved by Land. Architect cin v 1 MH Tsuga mertensiana 4 6-7' 139 8 ORNAMENTAL Mountain Hemlock —GRA_SSE�.-. FAS Festuca amethystin superba 33 f.d. 12"o c. $,,RUBS: Rainbow Fescue AH Azalea Hiro Crimson J2 1gal .14"o.c. MC Molina caeruloa 1 1 gal. BCP Berberis 1. autro. 'nosey Glow' 60 3 gal. Purple Moor Grass Rose Glow Barberry sheet no. MS Miscanthl,s stn. 'Morning ,.;ght' 9 f d. 36"o.c. COG C;mmaecyparls o. Gracillus 4 4-5'ht Silver Varigated Maiden Grass Slender Hinoki Cyparis PAH Pennisetum wup. 'Hameln' 24 f d. 24'o.c. ICC Ilex crenata 'Convexa' 75 5 gal. 3'9"o.c. Dwarf Fountain Grass MRA Meidilano Rose 'Alba' 42 #1 24'o.c, NOTE- Onamental grasses and perennials can be found at Phillip Curtis Farms, Canby, OR i• PJP Pieris jap 'Pink Flamingo' 17 5 gal. Ron @ Phone (503) 650 0254 Pink Flamingo Andromeda RFJ Rhodo. 'Fireman Jeff' 12 18-21" RFM Rhodo 'Cynthia' 4 24.30" L� PACIFIC HWY , 11680 BUP94-0006 8 SIT94-0040 1 A& 59 OF 60 MICkl4CMED Il Imet SIi►IINICHI I� � ��i��i�i��i i i�i�i�i�iii�ii� �ii�i�i��ii�� i��i�ii� iii�i �i��l�t��l�l ; �i�i�ii��i�i� �i�i�i�� 't�l!�i►I�li�iil ;i �� i��i�i�� i�i��i�i� .� n�lhnlinlllilif IIIIiIIIIInIIIIIIIIIIIIIIiII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIillllllllllllllllllllllllil�IIIIIIIIIIIII!IIIIIIIIIIII— II�I{III�II IIIIIIIII IIIIII;nIIlnilnl�Inlllln�Inllllll�Ilniull�InIIInI Ilnllrl�nninl��illll�lm A r r �1 N LEGENDt ENVIRON4ENTAL PUNNING �? _ D Meter Installed tly 0tne�'a. To Be i" Size r �«lt AL� - `1 Ii11Hl.'il'i11M' ilfrl.l�lh•Ilfl�• '/ �1i�if-J{�jV a OWMe C1.eca V&Ne - FebCo 805Y C installed in Ametek �ilf I'�q,lfifp; •� 'umbo Box ' II(rg1,Il11M41) I'�flUfillu �l�f ��t�' C Automatic Controlier weatnermatiC MARK 12A Series -� Automatic Contra; Valve, weatnermatic ?_1000 Series, .dlNit 11"I h,ti,w•*Asti Iti•N.�.f O 1' w ' XPR in Amete* t2 " Stardard Box w/ socking Lid. Group ,^ere possit,le In one box. ' 0 Manual Gatt Valve for size as required). Manual Drain Vvve, � 2" (See Detaill 0 Duick CoupPng Valve, Rainbird 33DRC w,' 33K key. .� :ARIGA T 10�'J 4 > _ _ SPAY t1EA►7S: � ,- 7 U C r, 570: 10,1 i faMPR-PC Series Sprinklers � F. H. 0. SST. 6" pop-up in ShruC Beds, 4" Lawns TORO Netafim Techline, disc filter, line flushing valve, PVR Series. Install as manufacturer recommends. tr:r;T1UN PIPE: Lateral Pipe, Class 200 PVC, Install at 12 to 18" deptn. _ Sleeving - PVC, Schedule 40, Install at 18-24" depth. IRR:uA IION NOIR f_e.-U.1. Contractor to install Automatic Contaroller in location indicated on the I �--Drawings o �nation rrttn Owner en0 GeneralContractor chap De reCufrea 3/4 ,- - - - - - -nt•2. Coactor s�all connect Automatic ContrOper to 120 volt power euppp:} _ ,__ --__ --� - L------- ---- -------� I 00 C �_` provi0ed K location by Genera Contractor. �_- 3/4" 3. All low voltage control NMe a7aD ba No. 11. Type OF sold Copper. I I 1. Contractor 61W P11-0008 and Instan :trains on the r•ainline and laterals as 1 I I necessary to provide , proper aystaregtege I !. �_-_- ---- ZONE 6 - LAWN to I", 11.0 GPM ��a>m W ZONE 7 -- SHRUB M 1 I i 1 1", 16.53 GPM - - - - _- = _ _ 'S'�. /-- ZONEB- SHRUB Tw %� . ----- , , � ago /� /� 1 1/4" MAINLINE U .�, ZONE ,-LAWN ( ,� ,� 2" SLEEVE / 4_j i", t8.7 SPM � � ------- � •'�' NErAFIM ZONF ,' ,'/ 1 1/2" MAINLINE 3"SLEEVE 0e, / M CL I ZONE 2 - LAWN --� - 1", 22.76 GPM - ZONE 3 - SHRUB 1 20.68 1 1/4" � ( 1c ZONE 4 - SHRUB — 1", 15.1 GPM CU ZONE 5 - LAWN A L' c 1" 26.9 w v u C G) W U CU a O L rte•, tn C N 91 L Q, O Cr L C N �O A L 5 U -. v ea C C M C LOCNN& w Lve NL KER- 3 .o a 1"-20'-0" gAIHE'4FZ0 HO, V0311001`11 C FCS. • APFF-CV=D EQUAL, ALW \J PF<-VIC>F (1) r'sY FGA Lcr�c TOf' LI D I ! I Q- - _ /2 IN LA WN�jtE � STA710H Nd Hr_-EI k �,j�,f .�� `-'��•t " IPEH719C?TIC" ai0D ' _ r Iu S?1'I -t1 I n ff T1 fl i' Es, J2� GL, lop PVC, V_S t=V ( 1_tilk_ I(-,j�jl C - --C\T ��J ..�. a• t'1 ~ ' 12EXP a L c1-IF , l�P `` ifJ .: ��`='I._ CD i ~� _ 1. i it (T; :fit- Jr� 't F r=-• VALVE POY WITH L� i IIR'EHTrtV WIRE -� V� EkTEP � AS rl�, G0NN6GT0iz OR c SINE W/�-I -a �' Lr� Ill;.lr� ,, -=C-H, bo v —� E----• 1/4" MANU N_ ANGLE �_ I sheet no _ L \/AL_YI- L-ATE=- AL LINE" �-1 ---- - -• 3/4" 6ALY. NIPPLE MWWcoD Zr'A CR -.t `�,` I�IIL NIPPI-E' •- �} GK EO •-----j c?' ...�i�O.�7C.° v„ -+ 4- Gt1, F'1', wAsHEv 1� � r �LVEsL SUMP (1f - t IT�'r> '=tt II. - I1 ELL OR 0 0. LINE . PACIFIC H v"1Y , 11680 *ANI TM1 A L t;KIt--4 V,h `r--e✓ I , J h I CT k._. CXD Iii 7F;?-S--a 11__ VA-.. LVr1 BUP94-0006 & SIT94-0040 60 OF 60 L Oi ��P`�1954 I MED C !II1I1I1►IIIII I+r�lliili!Ililliln IIIIIIIfIMI1IAIOi(i[nIIle~nI1llIllIlIflIli► IIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIJIll�illlIIIIIIIIIIIIIIIIIIIIIIIiIIIilli) —A11111111_1llIIIIII�IIIIIIIIJill sis ►IiII_II� IIIIIII IIIIIII�IIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiII IIIIIIIII iIIIIIIIIIIIIIIIIIIIiIIIIIIiIIIiIIIIiIIIIIIIIIIII IIIIIII! IIIIIIIII iinlllii!Ilnllllllliri