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13935 SW PACIFIC HIGHWAY-2 Ift"Amomm�_ ------- 11 � SITE LOCATION: BOSTON MARKET RESTAURANT WCC C, D S t I �J f� E � PACIFIC HIGHWAY AND GAARDE W z TIGARD, OREGON INDEX OF DR.AWINC7 S: z < rr >_ CS-- 1 COVER SHEET U J OWNER BOSTON CHICKEN, L. P. , INC. 0 1111 MAIN STREET, SUITE 560 SPI SITE PLAN Z VANCOUVER, WASHINGTON 9B6 ,.-70 SP2 SITE PLAN/DETATI_S 00 CONTACT: CHRIS LINE) co u. > (,360) 750- 0668 0 u A --- 1 EQUIPMENT AND FIXTURE PLAN < CONSULTANTS: A — 3 . 1 EQUIPMENT AND FIXTURE SCHEDULE "'N A - 2 DIMENSION PLAN/DOOR & HARDWARE SCHFD. I/[ 7117 Nj A­ 3 REFLECTED CEILING PLAN BUILDING MAUI\ L_//SAITO & ASSOCIATES ARCHITECT: 0690 S. W. BANCROFT STREET— PO BOX 69039 A - 4. 1 EXFERIOR ELEVATIONS------ A — 4. 2 EXTERIOR ELEVATIONS RTL OREGON 97201 ­ 00�39 POR p A DETAI '__S CONTACT: ROBERT C. THOMPSON M 7=: A - 6 EXTERIOR ALL SECTIONS (503)224- 95 -1–C A- 7 EXTERIOR WALL IS E C T I N S S T R 11.11 CT UPL-- A-- 8 EXTERIOR INAI ' "S EC T! DNS LEINCOFPORATED BUDING 0690 S. W. 3AN ­,R'CFT SrREFT— PO BOX 690 _59 � L- -.-IONS A 10 INTERIOR C- -I ,N " & EETAIi S -Af S PORTLAt,,JlD, OREC)ON 97201 - 0039 A I I INTERIOR DEJ CONTACT: 1vl A R K HE TTUM A - 12 INTERIOR FINT'�H P ,AN AND ISCHEDULE (503)224— 9 t:)_ 6 0 A -- 13 INTERIOR EL E VA T_,l 0 NS A ­ 14 INTERIOR E L 1:V/A TJ 0 NS A -- 15 INTERIOR ELEVA ! IONS BUILDIN /� ECrI MI!LWORK DRAWINGS SYSTEMS DESIGN ".1ON' SULTAN TS A PLBG & ELECTRICAL: 33 N. W'. FIRST STREET, SUITE 2 PORI-LAND, OREGON 97209 S- 1 STRUCTURAL FOUNDATION PLAN CONTACT: DAVE NICHOLS 5-- 2 STRUCTURALL ROOF FRAMING" PLAN (50,3)24B- 0227 S- 3 STRUCTURAL I DETAILS 5-- 4 STRUCTURAL T)E T A IL S c� M - 1 MECHANICAL F-L 0 OR PLAN V; M- 2 MECHANf"*, A I ")CHEDULES & DETAILS M- 3 M EC Ht A NAI C A ti LDlL'_:'_-'_.)'AT' GN CRITERIA 00 5, :7 V, 14 B (.it iL 1) iNIG' SUMMARY P- 1 PLUMBING PLAN P­ 2 PLUMBiP S LER DIAGRAMS :� I THIS ,LJMMARY iS DASED ON: UBC BUILDING CODE F) r- 7-4, S USE GROUP CLAS'S.PIFICATION: A-3 USE GROUP r) A p 4, L Pl_UM Blt DETAILS I BUILDING -'_-(JN'�TRj(,T*N TYPE: V-N E-- 'l FLOOR PLAN LIGHTING NUMBER OF BUILDING STORIES-ALLOWED: STORIES ALLON WZ •3c.,- L- 2 FLOOR PLAN POWER NUMBER OF BUILDING STORIES-ACTUAL: 1 STORIES ACTUAE- 3 FLOOR PLAN lo� cc ,z L E- 4 ON SIGNAL PAN !00 so r BUILDING HEIGHT-ALLOWED: L__ LINE DIAGRAM & SPECIFICATIONS <oaa BUILDING HEIGHT-ACTUAL: lg,-O,, BUILDING AREA-ALLOWED: S,F. ACTUAL H V-- 1 KITCHEN EXHAUST HOOD PLAN BUILDING AREA-ACTUAL: 5,210 S.F. ACTUAL NUMBER OF EXITS-REQUIRED; 2 SN — I SPECIFICATIONS NUMBER OF EXITS-PROVIDED: 3 SN ---- 2 SPECIFICATIONS SN — ,3 SPECTFICA TIONS SN - 4 SPECIFICATTONS Date 03/24/95 Approved.......... CfTY OF TnAF0 Drawn By Confliflonefly Approved.......................................... For oriy the Qjrw .....srrf+ M..... . . PERMIT N ) e n:......................... Checked By See IsIfcr!,):F41 nyl. ..... RCT Attach . ......................... ....... BY Issued �Bkfi) Job Addr.--,3: Scale AS SHOWN J . Job No 5097 PACIFIC HWy, 13935Sheet N� 13'jp 94-0336, SIT 94-0045 "FC 95-(1205 1 OF 49 CONSTRUCTION SET APRIL 19 , 19195 cs - 1 "11111 WIN MIC_ Ll 0 iq 1; Ro$IL Fan- GLAN 4MADE IN CHINA I IN �rrrr.rmr. nrrr.r"•++g",url�r.rrw •.y.irs.,rr.w,..", -ewa:.w«:...s...=. :,......w.wrw,wwar GENERAL NOTES 'VTS • S+DC!\A.r.S At' &40#* (it AT �' ."��4' ►,A/E *"l.,Ah I"pR ALL IRRtb.ATOAi. M'�_ANT4*S ANIp C\5 +�9 ..AhL"5C APIs' CJND1TION6 FWL-A TO A.'i' MORK 6 5PAC.E5 62'-5" q; 5 5PAC,L5 52'-1" G' 2" 6 5PAGES • 61'-5" �'� :'! Cs-l-" ': ti L C-'V►L• PLANb r`OR SRADG L04;ATI0h5 t - y\:' *wAATT TMel-t A!Tk ALL L'4'�" `APINS PYLOW 3J' 24' LEARNING TREE �`• F'"' 5-&N6 ANO C•ATC.H 5AS.^d l�El<II`Y) G�i,12 tis► AREAS TO DE C,-)C'KD NATEC VNI rH THe I DAY SCHOOL�V T1e CONSTWIO.T)N m,%sv N6 R EXIST 6 LIGHT _ _ TYF"• • Wp - L - - _ _. _ - ------ 1 ANGLEUj OD FCNG N.r�t L..P MOR T,� :k W' GON5TRUG.T,c>N (TO REMAI - � • _. � -- POLE (REjELEG'r 40 _5 RESPO�t�eS►tkl a M`s�It RET•1U\ NO AND REPLAC, ENC.ROAGH[MENT 1 f �.._ �•�' tisI' a 3 MAILWXXS, FLNG.L5 LAMPSGAPINO ECT LJ.... . .. ..y� . - ------- - ------ - - - - - - -- - - - �. . `� :Ai►tAs1': DUtIN6 G.'?NLwY1RlGTiON -1 f•.-- ;� L.ANDS(Ape 5 8qd 56' 00 W 366.25' (564.609 'Q L.ANpSfAPE s • S -*4fit -WZR %6-A TIVC ARGHTMT WILT UWORC.0 SAFt`T' R f� p � A - R I UL N ALL SAFETY V':GO AMA AL n I � � � �_ dl ` �� , �`/ „ �../ `E A�,Ri".' .tit M�L"aL+L./�TIONS THE C,pNt'f�t,AGTOR SHALL DEa1�yN 1 ' S ALL BE �� 5 + 1 TfP. TYP. .; 1 I EXIST'6 LIGHT • /,• /,; ��.. 4,EriPiikg1lDLt" FOR G.7NIPORN'lIN6 TO ALL LOCAL, STATE I � I 1O -fRASH I I I POLE (RE:ELECT) ' A� ptrtR.Aj- SAMTY ANp HCAL.TN STA1CA )15, LA 45 I I1 fiP?. 1J EXI5TINb Cl L.P. /' y._ MAIM_ A,.S AND QIP Z rHAL, C40WORM WITH ALL HOU5E I � t 1 Ic � \ � � . y (CLEAR V15ION ZONEBOTH VIDES OF DRIVE) ' / H4 '`'Z` A-W tJGAL .LRWICTIONIA;. DOL VINIS GODLS AND =� �'1 �__ ♦ \ ' \ " 0 1� 4 A.`mer 1 % _ '_ -- - --- :�. 4'a ae• •� a°' - - -� r� - EXI TING F�NGE" NERd�Y Y'1/ Orl?rER 0 Q 1 ° v" e. Z t .!. F DEMO(TION) © E ERA,., ;J TRAC.TOR 5HALL VERIFY ALL SITE DIMENSIONS A,"�t, , _ L(1 DftIVF:-THRU P. DO NOT ENTER / a � �' , Q GG�+ID.TI:?*v ON T1�E DRANUN&S A►�C TME JOD�SITE PRIOR TO ' r' �-- S*N 1 __- -- _ ._. e� 5P_I SIGN 0`�' L�GUrTIOh OF ANY WORK, AND 5HAL.L NOTIFY THE ARCHITECT I •� I LANDS�,APIN6 BUFFERING ♦ - _ �' --_ j ,r + , - —'EXISTIN� TRI ET,/1516N 5%REEN WALL (VEE NOTE 8 SPACES 2 H.G. = QI2' S" 3U-3 P OF AN+' prxRE'P"ANGY. coNTR,,,•,GT01t SHALL DE RESPONl51BLE - r � -_____ -. --- i \ �/ ,' � � - ,' TO REMAIN ✓Eg�f) aC>R 'NLl. ,,�"S'r3 INC•LJRRED D1,E TO HIS FAILURE TO DO SIJ- _ a 6£''ERAL Gt?NTRAGTOR s+,A,.L N"R!FY ALL SITE DIMENSIONS AND I O t(1 I I ��h �'� I q' NV/1 C.^'�,TJO0! ON THE D'I't"1!V65 AND -HE .JOB5+TE PRIOR TO E�ti:�1TtOh iX ANY rlCxttc At`m SHALL KOTIFY TME ARCHITECT I O '' � I �" \ h �.. � \ ' Q 5 -- GIC � z Cc CANT I»C•RIPANC.Y. GONTRAGTOR SMALi. BE FtESf'ONS! _ J O � I / �+ p�� O I5 �al �'l � � I `-T- _ 1 � y \ � \ �,` � '/ � T ,, // r� ,' ., tiL COSTS NC-61 D DLE TO HIS F L✓RE O DO 50. I I v A`1N0 O. -- - / I / �\ , , ° I / 1 - - -+- - STOP / ,q �ti� /' � Q a VERIFY A.a. CXIST!N6 L.ANDSGAPIN6 ON THE SITE PRIOR WDOD FENCE --_�� - I I ,'w nd� - �" _�L _ I � /4, / _1 'O ANY 6RAD!Nb TO BE DON1`, ICEFER TO THE LANDSCAPE I t Aida I I I a , Z (TO REMAIN) I I o I _r_ ...._ � tiry I �' r / h 1""-AN5 FOR ALL NEW PLANTIN&5 AND VERIFICATION '/p, I ' � � 1 I _l P ' �- ✓ vi f''J >� , / Q _• .-w KEE''*46 ANY EXi5TIN& 1 5. 5HRUft OR FLOWERS. 1 1 D L.P. `�`' 516NP RIGFIT" '/ f v /','\\ / �, Z (1 ' i CLEARANCE -- --- " _I _. n O ` i /' /' l"Ag,� ///// '( ,� // L,� �pV! ADDITIONAL LENGTH ON ELECTRICAL POLE BA5E5 - "".. BICYCLE RAG S , to •' BJO-5ES AND SLOPED LANDSCAPE AREAS (VERIFY) BAR (REFI/5P-5 I I ) o= � 0 b ' ,' � U //„'' ' 0 Q ( �� REFER T CML AND LANDSCAPE DOGS FOR ADL7'L INFO. MERIFY HSTF Q _ -- -.� `\� - __ - /1' ° r 4 r�•� O I I ) � 1018" I � /� q Q�/ cn C r- VJ B' 70'- /' uq i /o', VER�R=Y ACTUAL LOCATIONS OF MENU 50ARD, PREVIEY'1 � ” - Dd � i ,, • / O'- ib 6' i2' 14'- � / BOARDS ILLUMINATED DIRECTIONAL °.!bN5 AND DRIVE-TNR1J I RECTI 12'x20' 1�_IS BOSTON MARKET ,/ 'q.�'�`��;'` . 6N5 PRIOR TO RINK N6, ANY SLEE`IES OR CONDUIT'S. VERIFY CONC � e Yr Ti+ A BOSTON CHICKEN REP. FOP. ALL THESE LOCATIONS APRON (?d0 GPLOR) -- ' --I -- - - �' ? "5 OP-ONLY" , a / x I I ��� 5 462 S.F. �' I al N -- ......k?RAG SHALL BE RESPONSIBLE FOR BRINGING ANY � ) - INTO '}+E 511E 4' FRO►r+ THE DE516NATED FINISH &RADE I I I d ) ( `� N I - - 9 ( RIFY L ` A r, � PYLON ESN - '15 EA. 51 DE ALL LA4;15CAPED ARI=AS ('RE: G'VIL ) I I I � � )�� - � � � � . / �\ �s ^ (VEE LON 516N& 5HT) EX15TIN6 I < _ 0 F.F.E.f 274.00 // A C,ON 'Q•ACTO4 50+ALL BE RESPONSIBLE FOR VERIFY WITH HOUSE I I i � y �- � Z '' G!TT' OF 7:6ARD IF T\-e LOADING ZONE WILL BE REQUIRED ( MENU BOA r' I LINE OF X15TIN& 5" - REMOVE ALL 'O BE PAII%"r STRiPPc-) ALONG THE DRIVE LANE 1 I (VERITY) -- - • m W �� / '�_J �_ "� % ^ GUF2B5 I THIS AR.F A% INSTALL NEei GURB5 ! LAN APING(F(E:GIVIL i LANDSCAPE PLAN) I FENCE- 1 X t r // ROUND TOP I J I �' •� LANDSGA -- EXISTIN "T16ARD TORS" SIGN TO BE REMOVED BOLLARDS TO BE PAINTED I 1 TRAFFIC YELLOW _ J " J I I \ �`�'j - _ _ - - - / 4 �s EXI5TIN6 IDEANLK/�RIFY) TO REMAIN � DBL. STRIPE -' -- b" VIA. 571-. PIPE-FILL 22' F.NGRDAGHEMENT- I I I DRIVE-THRU 12'x20' GONG. _ s 'YF' \ ''�X15TIN6 ENCE" T XE R -MO`/ED_ �W/ NON SHRINK I I I „ APRJN (NO COLOR) =-• Pc:t JGQ p 6R.OUT t ROUND TOP 0 DO NOT ENTER ;_I / ♦ 1 I SIGN I' � F- ., a "' ° GONG. STAIRS IN6 (5EE/PTL. 2/5P-I ) PAVEMENT 6 CON ST'AI S \ "1• ;� \ �'• ° • , / // �. // SPIRAL CURVE DATA: RE CIVIL MATCH ALL EXISTING CURBS I I tNG E SID , / I //� 5E6MENT OF OFFSET SPIRAL INCREASING IN RADIUS AND AsrJACE ELEVATIONS /� — SOUTHERLY, IN51DE OFFSET = 26.00'. "L5" 142+30.44 ! / 1 WITH ADJACENT SITE i �L.P• \ � , / � / a _ _ , -- -- - -- (RE:GIV!L FOR SLOPES) - - r� f ] - , / , P.5., 5 = OIdI5 . A = 0.40;, OVERALL SIRAL LENGTH = ----- — ONLY r LANDSCAPE LANG' 5CAPE A'HD x.A _ - - _ _ 89d 56' 00_ x.12' 286.r�� • _ _ �' — _ NSf=ORM / 250.x0', LONG CHORD SEGMENT = N 33d36'OG" E, 158.84'f1T 7- J O o U 0 O C SOC vv0 �'� / Cx .� :_ANpSGAF[ !N,';GJ . • �� CO a ° �o \ // - x_ I 5 H PO�E (RE IELEGTJ a /,� (RE: '.ECT / /�/,' CONCAVE WESTERLY. _- I— ..AWGUT AND REMOVE _ _ - - _. - _ ' . 0 I I TH15 AREA I Isr.�. x 1 I aLYYYY � � COMPACTED GRAN. /' -�- x _ ' ii't'-I" 6 SPAGES�b2'-5" -- •° - b_'-- - _ 4 5PAGC` = Q /' /' //, -1- ( � FILL (SEE CIVIL) /' RE-LOCATED TRASH EN6LG'StJRE - CONSTRUCT I EX15TIN6 TRASH ENCLOSURE TOB UJI T M A X (� I - ) / HE SAME SSE ISTIN (VERIFY W TH ALL I 1 �_ DEMOLISHED AND RE-LOCATED , � / /,• U � N I 1 - 16" GONG. FTCi. �/' _- _-. _._ . ___ -- CIVIL, LAN65CAPE, AIT PROPERTY OWNER . I I CONTRACTOR TO BE R.E5P_1'N51BL� �i //, / ( f�.l W 10 EXISTING - �� / FOR GT LOGA.TION PRIOR 1'O MOVING FOR ALL PATGHiNG AND GJRt3/51Dt-JNALK ° / //i' OC Z ° 51GNAE /� `_l OF E INC TRASH E�GL05 RI E) I I ALIGNMENT WITH NEW CON5+"RUGTI N ' ,'' / � � � � � 010 � 4 4 O REMAIN ^ \1 -- I I ONLY (VERIFY W/ 01,NNER PRIOR r ' // //•,/ / I F z Q ANY WORK DONE) �-- - -- . /' /' / Li Q�0 NOWORK OR STA 1NG �� �7C.' - IN THIS AF. -A OF • A / :�ANER5 PARKIIN LOT Oil ,THE' D/� Y5 OF APRIL 3-I6Igg4) . ° I / UL z Q 1 �� ,I I L1-I Sd O Q i It r ��� EXISTING P RKIN� LOT' IS TO BE RE-SEALED AND - o — — — — : I MARKETPLACE I /' �; 'nI Jul I _ i Li RESTRIPPED TO 1T'�j OR-16INAL STRIPPING PATTERN. // I I FINI5H FLOOR 1 , e / � i TY /� REFER 7'0 GI'•✓IL AND CEO-E�IGINNER5 REPORT FOR - j — _ _ — — _ L J FL.■21q�37„ -- J „ / �' �� W 1 1 P. BOLLARD D ET/`-� , -_ _ _ _ ANY O/CHER APP1TI.ONAL WORK I N THESE AREAS. / F !// / "`�'� ' Q 'T` MAPLE / U. ! NOTE: VERIFY LOCATION PACIFIC NW 1 ---"RfGHT LANE/ / '+t * 't 't in in Qui OF UNDERGROUND UTILITIES ' , f 'I MIDST TURN 416HT" ffTIT w 1 V I CPEO PRODUCTS / 1 1 i 1 LT PRIOR TO INSTALLATION Q � / I 1 :(+T,.q.B' ,' / / n �_ t~I�vlcr m n _- _ — — — ( s Q (L.P.) PROVIDING NEW L16HT POLE5 _ EY'SCI5TIN6 PAINT �'' + c/ 55TRIPPING EXISTING c r ° • /' ,' / � EXI.,TING ENTRANCE AND 51DWALKS TO I � � co NARK46 RF-CONSTRUCTED (Rr: CIVIL DOCUMENTS) I I I b" TREC ' O '' f' ALL 516NA3E TO BE RE-LOCATED t PI I I EW51 NE 55 • SITE DATA �® I �•' - n LLJ FLORIST • _ ,� �' - _ 5'-0' (VERIFY) SITE AREA : 56,574 S.F, 1--- c WIRE MESH �« .- , - - ST' N I . I I I - _1-- / - - — BUILDING AREA 5,173 S.F , �C r a , ` \SCREENING- �-c��'E ..•.�_. � �� �� �� �� I ° 6.. b.. \ �.,,-, SIDES♦ ' .-s�i ' __-'_`- � � � � I I .- __ .J / 1 .. ,�, \ - 2"DIA STD, PIPE RAIL , K•. • ' �/. " -���• GONG. WALK OVER ` HANDRA!LS t BOTTOM ( , e ° -'°" .-� 7 -- , -_(a° GRANULAR COMP. FILL '�� RAILS. WELD ALL ---- _-_ t� �y •_ • • '� ' P / &" &R MUM BROOM FINISH PARK'G REQUIRED : (1/200 S.F.)-BLDG 26 SPACES ' JOINTS, GRIND SMOOTH �-CHRISTIAN ;' 13" (TYP) 1 ' MARKETPLACE' % _ OR LIJ 3� PRIMED a PAINTED , n � ' (VERIFY COLOR W/ OW1dER) (TO i9f- RL-LOCATED) , - - R N171-1 A YIJPDG 5N A IMONUMCNT 6"-10" WIDE PAINTED PARK'G PROVIDEL) - 45 SPACES U) _�� 0) BOX MARKED 'OSHD" -- -- - J 5TRIPPING PER INDICATED -,�6 0 W ON PLAN (APPROVAL =ROM HANDICAPPED PROVIDED : 2 SPACES `r- � - _. - E.J. --- CITY OF TIOARD 15 REG'D `_ n PRIOR TO INSTALLATION) TOTAL PARKING PROVIDED : 47 SPACE'S �� HEAVY _ ---------- . .—. .. I z FIROOM j ,�" 1!" M I" GAARDE AVE. .'// .'// i � _ 51M. -� -- , Necked 59 �- - PROVIDE TOOL .JOINT FIN! - - - - I/ RADIUS , / uJ Is)rR0OVF-R1jOINT7_-R PARKING RATIO - 9.48 SPAC.E�S / 1,000 S.F. �) L)GALV STEEL SLEE�/E NOTE: - -- ,/ ,� - I" KN. DEPTH OR ALT. ° v SveG (BG L� YVELD PIPE RAIL -- LANI�SGAF'ING ® SCREEN WALL SHALL E3E ONE OF / PROVIDE EXPANSION r*PPROVED METHOD. SITE COVERAGE 9,15 JOINTS ON EACH SIDE - TO SLEEVE PAIN " --� 1 � THE FOLLOWING APPROVED dY THE CITY �:F TIGARD LANDSCAPE COVERAGE '� '�' c � _. . C W/ RUST PR.OHIBiTIN& _ (VC�:IFY W/ BCI FUR PLANT INSTALLATION) / OF WALK AND MIDPOINT P Tyr. (19,..80 S.f.) 34.61 / — � GR00�/ED NON-SLIP I FI . GRADE E LENGTH OF WALK _ BICYCLE RACKS : 0115 PRK'G SPACES) 4 RECTO. LLI r� `_ _� ! A. C:MERAL.D AR.BURVITA... (.moi=C DTE.."1/SP-2) `7 -j N05 N6 w w ___ __-----____. < I - _ I " O.G. .... ( � I�" E''-8" TALL AND 3'-4" WIDE - F34 E3 (,&,PPROVEL "STAMPED 0346" METHOD CAN BE USED B. �UNIFLR (WICHITA BLUE OR GRAY' 6,LEAN) / IN LIEU OF GGNTROL/EXPAN510N JOINT DTLS) <1 9'�f''136 TYP. RAILING AT CONCRETE STAIR r TYP. N'-°" CNC. WALE -_ __.__ SiT�_PLAN - _- . _ _ _ _ _-- j O.�i. - � � �__ _._. _�__.__. ,_��_ E'-8" TALL AND 3'-4" WIDE - F3�B / � ._� 1 -- - ..- . _-•�r�et �+_ 3/4"= 1'-O•' TH'5 DETAIL 15 1r ED WHEN (2) OR MOR.F STAIR RISERS ARE 3/8"= I '-O" ,NIS DETAIL 15 T-O BE U5ED AT ALL I - 20' � "lEGG��:55ARY TO AGGGMODA?E GRADE CHANGE INTO SITE '4j---' PFDESTRI.AN WALK"WAYaT� ��� '� B M o T T A L M R 2__4_t_1995* _____. '� _1 �ACr�ic IV 11.., H OUP ML r 9�X05 2 OF,t 3 9 MICRbOiCMEP� � I ► I � ! � I � I � I � I � I I I � I � I i' ll � I � ! 1 FUW1t- QL,AW 4MADE IN CHINA IN 1 i, Ib GA. GA. /. SIGN STEEL_ SIGN PAINTED W/ nLUE RAISED FIELD, REFLECTIVE WHITETRUNATED DET 4' `w`'DE PA, NT 6TK►.Fit 09„ { ` WARNING SURFACEGTAf3l.E5YMHOL 1 ♦ ♦ T'rP. t' H'C�N C AT8 OF 'QX*1C *1 EL-�c,w FAINT DIA. REFLECTIVE WHITE LETTERE• � �5" U.G. � PAINT WHITE. i VvPIGAL 1 L)Ki r J Cc,7NDITITt s) SCREW TO POST iiU !y> > 014 x 3i4' SCREWS. VERIFY W/ ■eMrR•ao F... STATE 1 LOCAL REQS. r . TEXT: PER .. TN i'£' 3 n� f STATE < �, W 5P 2 j E �c T) P ' ` 4= -ArJ1c98' ' L f :✓y _ C ONC PLAZA, 81^�E'W A..IC `S � � Q •� AREA TlP.J 4 U -_. ('JJHEN AI Pi-'r-AB-E GONG. CURBS (� / 1 � p p_ i (RE.SITE PLAN) I� 5P RAISED `n TRUNCATED DETECTABLE ? 1 • 2' ♦ STL. Cc WARNING SURFACE % L I Rar IP L PAINT WHITE. V BOLLARDS TO POST r _ TYPICAL MIN. q 0 BE PAINTED _ W I i / ^� v ► TRAFFIC YELLOW PAVEMENT/PLAZA LL. D' • 6TL. FIFE-FILL W 9 SURFACE Wi NON-SWRINK T / y GONG. • ROUND OP Q Lu 41 Z3 SLOPE SL OF 3 Q Q r I:I r� �"" cc do 7/\ Q g :m� ", !N _ STANDARD ---- - \ ASPHALT PAVING �- U- C� Z d b • GOr"1PACTS 9, � © r n u= J t ` t -j ILn . nr UJ W a. 9`0. FLUSH CURB 1 ° __ 18' • CONC. F"1 `, U W �, w • �r o V Q ° m f 4' PAINTED ----J \, � W STRIPES - PAINT l'JHITE QC TI/ m. - z ARKING STRIPES - 90 and 60 DBL. HANDICAP SPACE TYP. HANDICAP RAMP ��� : 3�4• _ ► - 8 • _ - - - - Iia•=i'-m• I/4' =I'-m• ---- - �- �'- �-' • , �' � . 2- 05 CONT TOP 4 BOTT. ---- , O PROVIDE VERBAGE AT ALL TYP. HANDK.OAP RAMP AT ASPHALT„__ w 'STOP' t 'ONLY' STOF15ARs - 'T /4" = I'-m' U (VERI"' SIZE,STYLE4 COLOR HORIZ. REINF. W/ LOCAL JURISDICTIIONS) O S' MASONRY WALL W/ - -- 9 (T Y P I C A L ) 8' C.M.U. (SEE DTL. 6/5P2) 04 032' O.C. VERT, - I z -T-- - 9 0 48' O.C. WORIZ BLDG. OR P.I.P. CURB 1 DISCONTINUE HORIZ. RFINF. AT JOINT i (WHERE OCCURS) W !'-0' WIDE PAINTED n ( EXCEPT AS NOTED BELOW 04 x I'-8' L0 32' O.C. 0 I CONCRETE WALK W/ STR' WID (VERIFY + z 6x6 W1.4x W1.4 Wi1F 0 3 -0 --- l2) •6 VERT. BAR E4 SIDE OF JOINT SIDE TO SIDE � � - - - I i/4' FROM TOP OF SLAP. W � ,J/ LOCAL CODES) PLAZA 9 `fl I u" AICI`tftHC:i . ' I (IN,ERRUPT 0 JOINT: 1- }-+- -- PREFOR IFM GASKET n uj GRADE - 6' GONG. SLAB I -- JOINT I SEALANT. - SEALANT TO MATCH cc CONG COLOR ALKS.OF J. cc .-EMBED INTO CONCRETE PLAZA �,___-. ___ O Ar . 1 (RE: SITE PLAN FOR LOCATIONS) - � i = EQUAL EQUAL I j o \ o L NOTES .� -- - . -- -- �� I.) INSTALL BIKE RACK AS PER -- - o o - -- MANUFACTURERS RECOMMENDATIONS. _ !� -- -_-- FIBER EXPANSION OF WALL NOTE: ALL G;R`CTIONAL ARRG''L5t STOPBARS ARE TO BE APPROVED 2.) PROTECT BIKE RACK SURFACE FROM JOINT MATERIAL L LOCA:. J'.iR SL'r'TiONS OR ODOT FOR ACTUAL DIMENSIONS t COLOR ""--� `- ---� "-' - /yam DAMAGE UNTIL COMPLETION OF PROJECT. 3.) VERIFY COLOR WITH BCI CONST. MNGR ,. `' S' 1 __i?_—.,� SEE CIVIL)GRANULAR BASE uu TYP. DIRECTIONAL. TYP. S(",REEN WALL. Q. w' �:IQI ARROWS and STOPBARS TYP. BIKE RACK EXPANSi01�J JOINT _ TYP. SCREEN_ WALL DETAIL '~' E_XPANSKDN .1 OIN_T � � � ullfnr 121 �-� IIJ D•MS. W/BCI CONST. MNGR) /2'= I a 1 - I -m 1 -1 m > ` ---------- ----' _ ------- ---- � -W ,_ --- FLAT TOOLED AREA < OC �!w � I 24'-0' (NTS) ---_ -_. ; H Q �c -� %VAR'=Y1 CENTER ON JOINT � r -L 0 ----- I GATE DROF LIAR MED. BROOM FINISH CONCJPAVING -� TOOL JOINT W/ �i t- 11111111,71111` - 8' ROCK-FACE £LJRFAGE r d) Q STL. GATE W/ - BLOCK WALL PAINT (RE:CIVIU .x G M�DEPTJHOINTER INSIDE FACE � -„ 1 ;Q BLACK POLY SLATE. - - ----- -- GLIDDEN- i (PROVIDE f'IfN. 2' T 850YY41/053 GLR BETw_EN BOTT. CONTAINER GREASE BOLLARD (TYP) -- -- pARGE t OF GATE 4 SLAB \ \ SEE DTL- 2/5P-i -- _ SEALANT ---- �' I ' . • • `} �I� �1 ; (OPPISITE) CVERIFY FOR ANY NOTE: 3 �' -�-'-�- "� '-_ "-� -�-`- AJ ' ' - - -- OTHER LOGS.) °I - PROVIDE CORNER BAR, _ A , I-,a01 e i 9 �n -- SET SLEEVE FLUSH- I - -- .i PAINT ALL EXPOSED STL. FRAMING W/ CONCIPAVING � � l RE: STRUCT. S-I ) „ v ' 11 AT TRASH ENCLOSURE W SET IN SEALANT. Q 8' ROCK FACE o o , 5P>=clFlc TYPES of BLOCK FsOND I 'C�LIDDEN - "5P>Y7'O�1/053 d 3' DIASTEEL/ TRASH AND GREASE BEAM I -` - --- -- GONG WALK Wi O 1 PIPE �j — RECEPTACLES WILL HORIZONTAL REINFORCING VARY W/ LOCAL ( RE; 5TRUCT• 5-1 ) VERIFY IL/GA�E �� 6' T. CONC. SLAB W/ ZZ T ' I , ' 6x6 W1.4x WIA U,UF r - - - GRANULAR BASE p� W SERVICES (SIZE TO VERIFIED i OVER GOMPAG ISD PRIOR TO BE CCNSTRUGTED) NOTE : I I/4' FROM TOP OF SL 45 PAINT FINISH VERIFY ACTUAL SLEEVE LOCATIONS W/ C ATE MANUR -y1 Q I 6x6 1.4x1.4 WwF Z Ila e l 1 I IRE: STRUCT) W U SPLIT-FACE -- MTL. CAP W/ -� U I Q C.Mu. - - VERTICAL BARS - FULL WELD SEE G:vIRL)BASE u I l RE: STRUCT. 3-I ) - CANE f-" AI a, D MP-'c2 �I • GRIND SMOOTH 3 F� BOLT SLE`=-VE CONTROL N � BOLLARD �TTP) -I 04 BARS 0 32" O.G. -- = --- CHAIN LINK FENCE L- �. �1r 12 -_SEE C'TL. 2/5P-I L 1 W/ 6" NOOKS W/ POLYETHYLENE 13 - - - ---RO JCJIN"t' - `O ! 1 �� I A;_ 2' 8' - NTS. . _ FILL W/ 'ONG �- - -- -- I � ' `- l RE: STRUCT. S-I ) SLATS (VERIFY COLOR I-1/2 1 (d � 3'• 5TE L PIP �� �� i t = W/ ARCHITECT.) y 0 PARGE y ` / DBL. LEAF NECESSARY INK __PAINT BOTT. COURSE S' _ rz PROVIDE NECESSARY GLIDI-)EN • 30YY113/053 - BRACING AND WHEEL-5 CONT. AROUND ENCLOSURE 3' c 5TL. P05T5 BOLLA (TY=)--._--_.-- ON EA. GATE FOR STABILITY I ____ FILL W/ GONG. SPLIT-F4CE C.M.U. WALL BENNER 0 SEE DTI,. 2/SPI - - ©110 (v:-Q;FY) OOF RAS�(ENGL IR AT FRONT /4CUF�R FTLMIN TO SLAB (� SEALANT I '� Hair' Ln Ln CHAIN LINK GATE TANIGE ' - ASSOCIATES - '� N :SEE SITE PLAN) �\ 14 j �\ I (VERIFY GATE SIZE W/ BCI) 'J _ _ - -- _ _ 3K -- _- - s n T l''�T - - - - - ONG. CURB 6' THICK CONC. 6'x6' C 5LAi3 � r ,, , � -�- / I I REBARANDDOWELSw r ,ARCHITECTS , P.G �� r O �� °v1°?-2�✓ �\ SF-? 9LOF'E TOP TO SLAB J Z Y I o o° ( RE: STRUGT. S-i ) I - (1/4"/FT. MIN.) loos e I I� a , 10 N.W. TENTH AVENUE 71% 1 _.._� I I I 6' GONG. SLAB W/ 6x6 SUITE= 30C Che' ed By U I t\ SMOOTH =-= a4 a e I I d e w1.4 x LL.;.$ uiu+t • I I/4' PORT-AND, OR 97209 L) AGE rava� A IIs rn GLR. FROM TOP ON 6- (503) 22&10666 -� % C-RANULAR BASE FAX (503) 228':3821 Issued By (90) O ��R GATES _I � ��� �c. o°C c � - G�oE � ASPHALT I _ _ e I I _ _ FROVIDE MED. BROOM (r V7=RIFY LOCATIONS W/ P _- ! • ° -- - � ti I Is v r n TING I , -- COMPACTED U I I _ — FINISH. C RE: 3TRUGT 8-1 CL SATE MFR (RE: CIVIL) I I • . L I R " I `x. i (SEE DTL. 13/SP-2) 2' I , - GRANULAR { _ - - GONG. APRON -- I L .�.SPHALT PAVING - RE: CIVIL Q BASE - RE CIVIL - C4-.NT. rn � NOTE- •4 REBAR • GONG. PROVIDE GALV. STL. HINGE5 1 LATCH EOUIPMENT W/ DROP=' I I r_'` i SLAB EDGE. ( RE: STRUGT, .5-1 III- I BAR 4 GATE HOLDBACK SLEEVES 0 FULL OPEN P051 i ION 9 136 - - - I NCTE: REFER TO SWEET 5-I Q �^ SER�✓ICE_YA_ RD PLAIN EJECTION INFORMATION AND SIZES / \ _ _ ((2) SATE DE�TAI TRASH ENCLOSURE_SECTIO :tet No. -- -- 1 _ 1 14 3/a' _ 1'_0, NOTE: REFER TO SHEET 5-1 FOR ALL FOOTING �� ^TOTE. CONTRACTOR TO `✓FRIFY ALL SIZES OF NEW TF-.°,1d ENGL05URE PRIOR TO 3/4"=1'-�" I/2" - '- " - A [Oj� IT ( T.i "�:;:r HWY , 13935 AtJ`r5 i RUC?ION W!?N THE BGI !rJNSTR. '"hJGR_:aIT94-01)45BUILDIN PERMIT SUBMI TMNGH 24 1995 P etr 9S-(}�ln a OF N rte. ic� ED IIIIII � I Iilll I I � IIi 11111111 VIIII VIII I VIII I VIII I II ' II I illllll I VIII l1 FM-- G1" 4 MADE IN CHINA IN 1 i' ll 1 I , R �',. �ti'f Al Nt? TES . .. _. � • ; t '?tE CtThTRACTJ+R SHALL x'10 ALL THE WORK" SHOWN ON THE DRAWINGS AND Y=�f ��( Y Y '1 � ��•^� Y n i T �D CES P T Y� _ _ - Y-Y-.,Y 4L AIC +DEN all 1tYJRK GONSIDERE NE 5ARY TO CGM t.ETE HE -+y '� f� lr'Y r Y PRLWCT iN AN ACCEPTABLE II�ANNER. y.....r ,.. am r^y^ . ,V1i'RAc:TVR SMAt_L REVWw THE vEOTECHNICAL. INVESTIGATION, _. � �....�.�.. ... .� . ..w.. ..r^r:. ,.. ��! n .»r. w � .r. "r err a.- -aw ...�..��..� w .,.. ..���� am r �'RtPt?SE(? BQSTpN CNti KEN STORE, PREPARED BY G£OENGINEERS DATED --- -- _ -- •• - Z • ---- ------ �,� ` A;X,'UST 8, 1994 AND COMPL/ NITM THE REPORTS RECOMENDATIONS. I, v '�' , 273 t ,Vt%TI�At^TL)R SMALL EXPOSE, VERIil, CONNECT AND,�OR MATCH EXISTING I �yy. 1'/ -- Win, �� '�o � tA't•' �� � � \ ---' VEMENTS IN FORMAN(.:E WITH THE INTENT OF THESE PLANS �� �V a) ;MPR'O CON 'c9 � � \ � / \ \ RAMP PER -� 8, 4�P SPECIFICATIONC, DETAIL 4 -OhTiZACTOR SKILL TARE ALL NECESSARY PRECAUTIONS TO PROTECT i H O ^7 \ '� �.�? ( ' �'� �'>_ � •I► / 1 1 E,itSTaNG UTIU•!f5 AND IMPROVEMENTS. ANY DAMAGE 0 EXISTING Cl FAC&MES OR iMPROVEAfENTS RESULTING FROM THE CONTRACTOR'S OPERATION SMLi. BE REPAIRED OR REPLACED AT CONTRACTOR'Sfie, c-� —274 EXPENSE. o' phi 1'� `ti Lij GRADS BREAK\r' `� 3 � t %7 y .J TIi WORA THE CONTRACTOR H l� I .1^ 1� 7�\ 273.7 �8 / 5 Di R NC THE c.OURSE. Of E WU SHALL COORDINATE �9 � 9h �� N--1 CO 11 � AND ACCOMMODATE OTHER CONTRACTORS, OPERATIONS OF THE OWNER AND �_ N �, ,� �`0„ ,�•� �� �F � / ! � LpOAL GOVERNMENT AGENCIES. R rFRENCE ARCHITECTURAL AND LANDSCAPE ARCHITECTURAL PLANS FOR ' a' 96 "- 1�1t N � / { 1 74.00 fi E � cp \ � � / N L REQUIREMENTS. _ � Aj`D TIOI`rA. iNFORW1TtON AND COORDINATION EQU REMENTS. ( 1 / v 1> ---•�--14-- 1 l„ 1 � j� \�:�O' �7-5i5ot J �3/ r �rl�� .� l f�•=46�4` �,' p j � �j ~ -� 7 A.L. .MPROVEMEN'TS SHALL BE CONSTRUCTED IN CONFORMANCE , H r - �,� ^� tL�RB '- 27428 'C 1 r \` 'w Z � w t W1T14 THE LI TEST EpIT10N OF THE UNIFORM BUILDING AND PLUMBING I/- \ l /� ` ,4,15 r, © � i z CODE' ANZ CITY OF TCARD STANDARDS AND REQUIREMENTS. I 13 _� -- 6 ALL FINtSH GROUND TO BE STRAIGI4T LINE GRADED BETWEEN SPOT � � ELEVATIONS. I A5 h ` 7 / /� / ! tiy�^ '` Q LY 'aa 9 ALL PROPOSED SPOT ELEVATIONS SHOWN ARE TO FINISH PAVEMENT Z - QI ^ - R=1 GRADE UNLESS OTHERWISE NOTED. 4 _ , 2,� f FF 2;i,4 00 3 v C1 � b ` `j9 �•yh cn�- .- UST IST F' , *99 / ,' Revisions _Y,.. or 270 \,6 I M R' s / ''7 CONSTRUCTION NOTES �- 4--• 2 RAMP PER 1 � 2 DETAIL '. PREPARA TIO�� 2?,?45 ^'', == ni �S i � �! •. / Com^ / �� •1 " /2 7/9 G IN BUILDING AND PAVEMENT AREAS, COMPACT THE UPPER 12 INCHES OF� ? Yr ) YY 1Y "� --, I -• ' A / // SUBGRADE TO A DRY DENSITY OF 95% OF THE MODIFIED PROCTOR 74 MAXIMUM DRY DENSITY (AASHTO T-180). PAVEMENT L 4 r'� • 'h\ , $� / / ., EXCAVATE SOFT AREAS OF SUBGRADE WHICH DO NOT ACHIEVE THE LAJ v 4' 3' / PON �g �`L ? 1� .\•9p �� �, T i/ / Q 03/17/95 COMPACTION STANDARDS. BACKFILL WITH CRUSHED ROCK OR OTHER a f �'� / `L� SWALE ?V/ _ SWALE APPROVED FILL AND COMPACT TO 95% OF THE MODIFIED PROCTOR j" MAXI ltl DRY DENSITY (AASHTO T-180 l LA- PRIOR TO PLACEMENT OF AGGREGATE BASE COURSE MATERIALS COMPAC( 11 N _ f � f� -4' 7: �� ?,>?3 6 \ �, 3, / �� aQ �� / i f ANY AREAS DISTURBED THROUGH COURSE OF EXCAVATION AND I ff.I - _ ,1� -� �? `3 Q 1P��,�'ff/ CONSTRUCTION TO A DRY DENSITY EQUAL TO 95% OF MODIFIED PROCTORI~ J\ � i L� MAXIMUM DRY DENSITY (AASH TO T-180). �,M - _ _ t ��. '%' ` P —TYPE B TRAFFIC -IA VE SOILS ENGINEER APPROVE SUBGRADE COMPACTION PRIOR TO - - - - _-_ - - ^_ • ,, _ . .__ -_ :.�, , ` • �J� R / Z4 SWALE SECTION F , - ---._ f . _____-._ .. __� ._.______ _ _ ____ 7 j C. ORT.T DRG.NO ORE�On 1 PLACEMENT OF ANY FILL MATERIALS. NOTIFY SOILS ENGINEER A _ _ rte,, _ - _ tiQ ,� \ r., - i i�/ / ,r 2077A 5" HIGH 44INIMU-4 OF FOUR WORKING DAYS PRIOR TO SUBGRADE OPERATIONS. e1 -` VA 2. S7RUCTURAL FILL: IMPORTED GRANULAR FILL WITH SUFFICIENT BINDER TO FOAV A FIRM UNYIELDING SUBGRADE UNDER COMPACTION; NON /E; FREE OF ���t J � _ . � ,. Y CLAY. "�.-I'` \ 11 � ON SITE SOIL OR SOIL ROCK MIXTURE FREE OF ORCANIC MATERIAL AND ` 1 \ \ I,. ` �; ;�.!/• , i p DEBRIS. FOR USE AS STRUCTURAL FILL ONLY WHEN WITHIN +2% OF / OPTIMUM MOISTURE CON PENT. AERATE TO WA'FR CONTENT AS ' 1 1 NECESSARY. 4 •% t t 11 SH i t %' ON SITE CLAY SOILS ARE NOT ACCEPTABLE, AND SHALL BE REMOVED ,y "-� 1-- , �i FROM THE SITE AND DISPOSED AT A LEGAL DISPOSAL Si TF. -- ` .\ i \' 'If ' / } LAJ —a SHOULD GRADING OR CONSTRUCTION OPERATIONS OCCUR DURING WET ! SEASON, FILL MATERIALS SHALL CONSIST OF GRANULAR MATERIALS. %' 1 1 ', �� I � ' ,/ Q 'MPORTED FILL REQUIRED SHALL BE IMPORTED BY THE CONTRACTOR AT ' HIS EXPENSE AND AT NO ADDITIONAL COST TO THE 0 �NER. ,� i REMOVE EXISTING AC PAVEMENT, 3. PAVEMENT REPLACE WITH NL'v AC PAVEMENT I ! c PA - i CRUSHED ROCK: EASE ROCK MATERIAL SHALL MEET REQUIREMENTS OF a 2 1/2 THICK, ALL EDGES' SHALL +, f, , / "� RAMP SIDEWALK �o SOD ' OSHD, StC110N 02630 WITH ADDITIONAL REQUIREMENTS THAT THE BE SAWCUT, TACK COATED AI'D �. I ' _ 'a / / � ' �' / ' 12: 1 (MAX) F C%BUSHED ROCK CONTAIN LESS THAT 5 PERCENT NUN-PLASTIC ROCK i I 276.02 \. yL _w - SAND SEALED • ���•.I�'z�•,� ,r ,, /� /' \ O. FINES (SOIL PASSING THE NO. 200 MESH SCREEN BY WET SIEVE /;4 -'r r r 1 \ i � , h f4. ANALYSIS) BASE ROCK SHALL BE 1-1/2"-0" AND 3/4"-0" MATERIAL CI TY ST OR ER CQNCC.. .CURB • "r . . . A T 1 KN SS SHOWN ON THE DRAWINGS. j ,% �' 3 /I r TO THE COMPACTIONH C E ocv �'NA RAMP ASPHALT CONCRETE MATERIALS: MEET APPLICABLE REQUIREMENTS OF �- ' - r \ `�� cr '0'�A\. REMOVE' _ AC --. - I ' / I � '' � ' I ! X rn ,� c OSHD STANGARD SPECIFICATIONS, SECTION 00745 - ASPHALT CONCRETE 4 S 1 `� �� i. A . ` PAVEMENT WI PKtN PAV£1AENT. ASPHALT CONCRETE SHALL 9E CLASS C STANDARD DUTY. �`` '---.. .-__'_1/ ' . , 1 5 �' r �' ''N� >� I L• r i �o . - , _ ISLAND. ASPHALT TACK COAT.• GRADE CSS 1 MEETING REQUIREMENTS OF OSHD �� - , " � 90 �� STANDARD SPECIFICATIONS,TIONS, SEC - EClFI TION Or-730. ;'' - / 6 � r},cv , •�� 2 '� •_ _ `` _ _ .:. , _ _..__\ _ __`.i 1j;(�� _._- VARIES SIDEWALK WEED KILLER: POLYBOR CHLORATE CHLORGX 40 BY CHIPMAN CO., OR CITY STANDAI APPROVED. �� / _. __ , PRIVATE ROAD v /^ / .._ ' .J 4. SIDEWALKS kCURBS: ENTRANCE BANGUI h` -- ---- :: ,,,. --_ �--�.�.r__ ?--_.•4.__ _ _ � ;�'`"- . ,' � ra r ,P ' '✓ / I �-- RAMP 12: 1 MIX AND DELIVER CONCRETE IN ACCORDANCE WITH ASTM C94. PROVIDE (0* � CONCRETE WITH T H F E FOLLOWING CHARACTERISTI�.;S: CONCRETE: ___ ..___..__ _ UNIT MEASURF_MENT __. - .� ��"w;;. , "• .1 _ i COMPRESSIVE STRENGTH 28 DAY 3000 PSI (20. 7 MPA) l �' ____ ____.,»- 1_____._.�� .__. .__._ .-- �_____ _.__ ,:'.._ _ .._____._. ._.. ( ) � CITY STANDARD CORNER -- ` » / 0 5 SACKS PER CUBIC YARD , MINIMUM CEMENT CONTENT (~ WHEELCHAIR RAMP ; . � r` /• i � _ MAXIMUM WATER/CEMENT RA-170 0.45 �_ . _. _ _- _.__ _.__, __.._ ._ __ �____. MAXIMUM SLUMP AT F"LATWIDRK 3 INCH (75 MM) MATCH EXISTING' 1 .� ,' / /' �,;• L-1 10 12194 MAXIMUM SLUMP AT ELSEWHERE 4 INCH (100 MM) PAVEMENT SECTIUIJ / �� t ��� SURFACE 7f" SI;,EWALKS SHALL BE BROOM FINISH. N A A -B SEG'TIO IJ, DRIVEWAY' RAMP DETAIL '3 ... 6" THICK - �C _J��,� 1" DRIVEWAY (TYP) I N. T.S. ";DEWAI_K - - 2% SLOPE �l DRIVEWAY PUBLIC ROAD -- 29C SLOPE_ PUBLIC R � - - PAC/ IFI' C OAc� .SCALE "ob No, r�" 7(' n f0 20 .o MATCH EXIST.PAVEMENT SECTION Z--- SAWCUT EXIST. A.C. 8405 S.A NIMBI'S .AVENUT P.U. BOX A004r Sheet No. — SONG. CURB PAVEMENT: TACK fSer ) PORTIAND. ORFGON 9'7280 '. COAT do SAND SEAL I inch = .''0 ft (503) 626-0455 1 SRI V�V6 Y SEC TIO __ PACIFIC HV�'�. 13935 4000'2 JRIVEWAj' SEC�TQN JOINT. r.6�ineeriu Sur��n Lundro� ArcAltr:-tt�x Praanjn4 R us ". — j r3UP 94-03313, SIT gi-OOdS C1 � � MFC 95-0205 4 OF 49 G? I `' 0 19 • fUi t- GLM 4 MADE IN CHIN AI IN r 4. 1rrYY'YYYYY YY"1rY1rY'Y' y C�NSTRUCI STANDARD y MANHOLE OVER �- EXIST. 8" SANITARY SEWER CATCH BASIN CATCH BASIN CATCH BASIN 1 1 RIM-FIN. GRADE GRA 1F=269.72 GRATE=271.24 GRATE-271.84 j.. EXIST. 8" I.E. OUT-249.09 18 L.F. 6" SD 18 L.F. 6" SD 1 i , 25 L.F. 6"'SD i ,�• 6" I.E. INS.=249.25 Y--�' -may"� SsSX (MLN.) O S-5X (MIN.) fi O �. 2X (MIN.) o' "4ERAL NCS Tz S 8 L.F. 6 • ' CLEANOUT m S-I X (MIN) r ► 1 '4E CONTRACTOR SHALL N ALL THE WORK SHOWN ON 1HE DRAWINGS AND ALL INCIDENTAL 1WRA CONSIDERED NECESSARI, TO COMPLETE THE N PRCVECT tN AN ACCEPTABLE MANNER. OUTF W/RIP-RAP � v ( 10"Xl TEE- W 7 ? SITEWORA CONTRACTOR SHALL COORDINATE CLOSELY WITH THE BUILDING �~ 10" I E.x266.10 SD ;( SD S CLEANOUT 1.. w Q CONTRACTOR AND REVIEW ARCHITECTURAL PLANS AND A�IAKE ADJUSTMENTS r < _ " I.E.-2643.62 �w TO ASSURE ALL UTILITY SERVICE LOCATIONS ARE COMPATIBLE AND DO 1(11 : 10" L1 S-0 H5� 7� 1..1 6" .�U �� 6 40 LF 6" SU . _ -` RIM=FG � p `' �� �. >- NOT CONFLICT WITH STRUCTURAL MEMBERS, INCLUDING FOUNDATIONS. ( i 00 CLEANOUT �i � O 5- / 5% r'� � Q � -7 CLEAN OUT " - ��7 L 1 6" A N c,C:," - j 3 :.ONTRACTOR SHALL REVIEW THE GEOTECHNICAL INVESTIGATION, 47 ' F 6' SAN - 40 = 6 SD RIM-FIN. GRADS 6 1.E.=255.78 c�+ �;=-6� � cn.l+ O 5-61K , � _ PROPOSED BOSTON CHICKEN STORE, PREPARED BY GEOENGINEERS DATED ('~ 6" I.E.=261.20 RIM-FG 5-�'.43`� R AUGUST 8, 1994 AND COMPLY WITH THE REPORTS RE-COMENDAPONS. 0 L.F. 6" SAN ® -•--O S=5.7% SS 4 CONTRACTOR SHALL EXPOSE, VERIFI', CONNECT AND/OR MATCH EXISTING � �. � , r - W JTIL71ES AND IMPROVEMENTS, IN CONFORMANCE WITH THE INTENT OF � 21 LF $" SAN � OJ � } THESE PLANS AND SPECIFICATIONS, TO PROVIDE COMPLETE AND O S=1� 11' ___ ___ �___ _ __ _ _ � OPERATIONAL SYSTEMS. } it ., f I _5, CATCH BA S N ---� ` cn ---- �■�� - j ,' 0 C -.� Cr 5 CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT GRATE.-268 42 - O 3'VENT 5 (TYP) % -i •4 �--- EXISTING UTILITIES AND IMPROVEMENTS. ANY DAMAGE TO EXISTING 37 L.F, 6" D �� o O --� FACILITIES OR IMPROVEMENTS RESULTING FROM THE CONTRACTOR'S O S=�,� { N.) Sf"F P- 1 F = 6 I.E.-271.00 6 2 71.00-� OPERATION SHALL. BE REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE. `� �- ---�- A3 6"►.E.=271.00 Revisions .� 6 DURING THE COURSE OF THE WORK THE CONTRACTOR SHALL COORDINATE DITCH IN $ 4• AND ACCOMMODATE OTHER CONTRACTORS, OPERATIONS OF THE OWNER AND GRATEa265.50 GRCA E IMTERCE TO LOCAL GOVERNMENT AGENCIES. SEE HT P-1 & P- 10" r.E.=26a.1a"t 6". IE 1N=270.00 n 10 LF " SAN / 2 11127/4' 7 REFERENCE ARCHITECTURAL AND LANDSCAPE ARCHITECTURAL PLANS FOR 6 IE OUT=269. 0 O S=12R ' ADDITIONAL INFORMATION AND COORDINATION REQUIREMENTS. RIM FG 8 ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN CONFORMANCE A / x CHECK WITH THE LATEST EDITION OF THE UNIFORM PLUMBING CODE_ AND 2 DOUBLE C EC L QTY OF TIGARD STANDARDS do REQUIREMENTS. c '• VALVE IN VAULT 1?� � 1 L.F. 6"SD O S=2.659r 144 L.F. 2" WATER � ' �-� S - -- IRRIGAT10N METER ( E ---v _��_ 6" IE=77. 100 L-� FO�t CONITNU ) O CLEANOUT _ CATCH BASIN WA TER SER VICES 6" IE-268.30 GRATE-271.96 CITY 0 CARD WA t PREF v�1 RIM-FG 5 L.F. 6" SO INCLUDING METt;� �����,`�,►�£�f�i`\ �.. O 'S=111 /1t BOX / 11,421 ! -' CLEANOUT 6" I.E.=268.90 �� 10 L.F. 12 SD O S=1.67T X 3f STANDARD MANHOLE .. RIM=274.0 ' CONSTRUCTION NOTES IoM I.E. IN=262.85 12" T.E. OUT=2�2.67� '. WATER SERVICE: > LOCATE AND CONNECT SI4ALL CONFORM TO AWWA C506; PROVIDE DOUBLE CHECK VALVE; WATTS • �- / ••' 709. FEBCO 805Y, OR HEFtSEY MODEL 2. TO EXIST, 12" ST. DRAIN ( VERIFY k E. x , z PIPE: ASTM D1785, PVC, SCHEDULE 40, TYPE 1, GRADE 1, a 1 Vf FITTINGS: ASTM D 2466, PVC, SCHEDULE 40, TYPE 1, GRADE 1. FITTINGS SHALL BE FORM MOLDED OF THE SAME MATERIAL TYPE AS PVC PIPE MnNUFACTURER. PLASTIC PIPE JOINT PP,IMER CEMENT SHALL BE AS RECOMMENDED BY y PIPE MANUFACTURER. 2. SANITARY SEWER PIPE: ` ,f POLY VINYL CHLORIDE (PVC) PIPE AND FITTINGS: CONFORM TO ASTM D3034, SDR 35. ALL GRAVITY SEWER PIPE AND FITTINGS SHALL HAVE GASKETED ,DINTS. POLY VINYL CHLORIDE (PVC) PIPE JOINTS: JOINTS FOP GRAVITY SEWER Y - SCALE. !� PIPE SHALL BE RUBBER GASKETED TYPE COMPLYING IN ALL RESPECTS TO / ?� o +o THE PHYSICAL REQUIREMENTS OF ASTM D1869. �,' � - - Ir 3. STORM SEWER PIPE: 'I ..,.-. �.• ; ; FEET POLYVINYL CHLORIDE (PVC) PIPE': ASTM D3034, SDR 35, RUBBER t inch E 20 It. j GASKETS, PUSH-ON JOINTS. POLYETHYLENE PIPE. AASHTO M-294, TYPE S, SMOOTH ----------------------- CORRUGATED INTERIOR, [)!)AL VIA'L; INSIDE NOMINAL DIAMETER AS SHOWN ON DRAWING; GASKETED JOINTS. 4. PAIN DRAIN PIPE: ► < .:.,_. ._.�_ti� _ --t `� -_ L _� .._. M- �`'} ++� + PLASTIC PIPE. ANSI/ASTM 02751, ACRYLONITRILE-BUTADIENE, STYRENE (ABS) MATERIAL, INSIDP' NOMINAL DIAMETER AS SHOWN ON DRA WINGS; BELL AND SPIGOT S t ,1E SOLVENT SEALED END JOINTS. Date 10/1P/94 POLYVINYL CHLORIDE (PVC) PIPE: ASTM 03034, SDR 35, RUBBER � --- ----��. ....-.--.__ ... �. . ____ .___.._.' -- ., ., ;y7_- _r � , GASKETS PUSH-ON JOINTS. Drawn 5. TRENCH EXCAVA77ON AND BACKFILL µ PLACE MATERIALS PER TRENCH DETAIL AS SHOWN ON PLANS. COMPACT Checked 8y BACKFILL AS NOTED PER AASHTO T-180. i DCB issued By (80) Scale PACIFIC Jab No. N tiI1dE3[ � Ati- '1["E PACIFIC HWY., 139313 � /''/ P.o 9��X eo0a�! PAC8uP 94- HW SIT94-0043 ., / j 1503TLAI[0. ��REG(�ti 9;'�NO Sr,P?" N10. 15Q3? 826 i�4S� MF:; 95 'jL'i` 5 OF 49 Fl�en{n� [tytotetins Sir..evic,� r and"cape Ar-hlt.rtur� _ r MICRdOiLMED 1 nt*jt- (%LAW 4MADE IN CHINA IN 1 1 1 1 ! •.\.'A; Oar ��1N pv�• f I � - :,. •RA4e dr 1 ,`1'ER r 'J S tANIiARfi Al H. f?UN,'.. TANDARD FRAME W FUWSN t,�?AilE ►�A' rncI r FTE fit uc f - A CUVER-- / k 0. 9. r. _...r.._ SIDE WALK, � r,ROU T � GE OF UANHrAF. Wi 1iHllj 24 % �: 90L rs SQUARE CONCRETE BLOCK F LOW / "-`"----_____ _ F7NLSH W !(i4I k Alib FL rlil 0'.i .� ''. 1M Tk ANcc�4 B:>r TS -�. - --- A f �/ ,yr'"_ -``7 GRADE ..: %.� SWAM �YASti "A" BACKFILL AS 3' MIN. a:"`l4. ` .�t�+CW TE - SPE OFIED F ".t._ ,� /r��\ 1 112 ED OR .4 MIN. OF 6 _-- ��/ \ N11Tti OR ARLk)N(D CLEANOUT - ----- _ _._ �. �1 �.. , - 6' 4 C�1 T 6 CiWOR TE ENCASEMENT --f 6,. `�� \ ♦ u • � � PLAN A C'OA/ T 4' CONCRETE EXTENSION RING E?M�A T -* „* CONCRETE TO BE I ?" INSTALL AS REQUIRED rci ERIN G Lid r 1 1/2" MANH(X.E COVER do PFAME TQ 0 3500 psi, " 2" TO 4" SLUMP. �.---00000 GUTTER DESIGN GPAX -- MAX 3 PINGix S AS SH PL UH 12" MA pcj �s •• ' .. FLOW -- -- ------- 0 -ECCEI✓TR?C MANHOLE rGt W 1 '--4 IX'2" RAMP TEXTURE DETAIL SECTION A --A ; N FIF - _ - BOTTOM GENERAL NOTES CLEAN OU T OF DI TC I I RAMP TEXTURE I T DONE W TH AN EXPANDED T RA - �-- _ TE TUE 5 0 BE UO E NDED ME AL G TE PLACED AND REMOVED ,TAIIpARD 48 MANHOLE RISERS 1 PER D /�...,\ FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN. THE LONG AXIS OF THF-. _ 6j , T S . �i n r l..A l`� C-3 I I DIAMOND SHALL BE PERPENDICULAR TO THE CURB. GROOVES SHALL BE 118- DEEP AND W U PER PLAN I I 1,2" WIDE (TEXTURED SURFACES SHALL BE LIGHTLY 13ROOMED AFTER COU CONCRETE HAS CURf�D� -- Q UJ I I 2 --- SIDEWALK RAMP SLOPES MAY BE REDUCED TO 1. 8 WHEN MODIFYING EXISTING FACILITIES. '• PV111'T� F'NiSHED 2' F'y1+,1'T. -- J.I BEND -APcR 7 GRADE. - TAPER - --- I I 3 --- SIDEWALK RAMP DETAILS ARE BASED ON ORS 443.,310 4 I \�- RAM-IIF!' JO'NT MATERIAE rjR V I (1 C� 1$.. I I ` EQUAL - ALT. GROUT O 'Z � 3 � �.. ITTI-I I I — — D.L. No !-- - L -- - - - J HANDICAP RAMP DETA1 LN 3 12" 4 NUB BEND - -- ---� Revisions ' I I N. T.S. C_3 6" T YR, 6 MAX. �_____..• ALTE.kNA TF 6"MI1v� 6" -- �- 2'--0" --a V- 6" - 6'1-2'-3 3/8"-- 6" mi" J.—1/2" FVA CONNECTION 1 1"/FT SLOPE M I. ULE 4• 12.19/94 *EEPH Dh DE TAIL 3'-3 1/8" THRE SIDES, 1 - - 3'-0" - -- _ 8" BELOW RIM. CLEANOUT I ` FLEXIBLE _ 5' MIN. _ --- - -- 18 FLEXIBLE AS SECTION E-E SECTION F --F — --_ -- _ D _ I • COUPLING REQUIRED CA CtI BSlrti F D 1. PIPE - Tr-c- r_ 29' 6" MIN. A TE ORA RE k. SPOOL • . • • • • _ v O Q APPRO> D "" VL v --- --- _- EQUAL) �� �► DITCH H INLETt t6- 4" MIN. J 14"- SEE. ABOVE FOR „ COMPA^TED GRA VEL C.R. COM13A C TED PIPE ZONE AND AL TERNA TE N. T.S. C-.3 2" OF• 3 4 - 0' 6x6x 10x10 W.W.F. BEDDING 2 - 0" BACKFILL MAIFRIAL CONNECTION 3/4"-0" AT 90� COMPACTION SQUARE AS SPE,7FIED DETAIL COMPACTED SUBGRADE NOTES: NO TES: -----� 1. POURED CONCRETE BASE - 5 SACK MIX, 3000 P.S.I. AT 28 DAYS. 1. CONCRETE SHALL BE 3000 P.S.I. AT 28 DAYS, 6 SACK MIX, SLUMP RANGE OF 1 1/2;„ TO 3 2. FORM GROOVED INVERT AND MAKE SURFACE SMOOTH TO DIRECT FLOW A 2. PANELS TO BE 5 FEET LONG _ 6' ^ 7- ^ 3 EXPANSION JOINTS To BE PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, MANHOLE DETAIL �iA L CH BA SIN 5 WHEELCHAIR RAMPS, AND AT SPACING NOT TO EXCEED 45 FEET. -- x�� f15 2,R , TH N. T.1S. C_3 N. T.S. �0 2'R 4 FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT E SAME TIME AS THE CURB, R, MA C__3 � THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN 112” RADIUS. d - _�- (err ( ( 9L UNPA v�ED PAVED A L 1 s: I AREA S AREAS `u ^-' CONCRETE .SIDEWALK �� MCUNC — N. T.S. -- 1 C_-3 1 - SL..OPE 12: 1 FACE_ OF CURB _ \ /4 , VAULT WT TH 90L T DOWN t - 6" 1/8" SLOPE 7) 'PONT 2" DOUBLE CHECK VALVE COVER MARKED WITH W THE WORD 'WATER' 0.1 T 1" RADIUS --, 11/2" RADIUS FINISH RADE o Gf 1"� I ` f a SELEC. `' N 24 SELECT GRANULAR A CINE ♦ ✓ NOTE: � BACRAMP TO BE CONSTRUCTED OF 3000 P.S.I., '� �� ,Ivy[7F5T�• h'F,ILL ; "~ BACKFILL A 95% DENSITY 1/2" TO 3 SLUMP CONCRETE 6" THICK. VARIES, SEL ECT GRANULAR BACKF7LL ® 909 DENSITY - SEC TION A -A E/77 0 12" MINIMUM PARKING 3E-L1 ;RANULAR - r GALVANIZED L'NIO'r ml MATERIAL RAMP DETAIL " - _ _ � `� - -� o 0951r 24LONG #4 DOWEL BARS AT CLASS 200 PVC DENSITY t` - -4 MINIMUM TC-3 EXPANSION JOINTS, GREASE N. T. ONE END PVC PIPE PIPE ID A 8" TRENCH DETAIL - , S R BASE COURSE �' * C14 N. T.s. — TUC - -- - • .. . ;� _ p _3 \ [ � dfd �� 4 GAL V. NIPPLE yN -.__.-.� °�w r' iJ•t .t�"'g. ' .+'4. ti , .1 .r ,.r ,0•�4.. :� '. 'fl. E-7 2- r/2" ASPHALrC CONCRETE 1. CONCRETE TO HAVE_ A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. �-� �>'• � .-___ N '� ?_. EXPANSION JOINTS. _ DOtE: 2" 3/4"-0" CRUSHED AGGREGATE STUr�M DRAIN�� A. TO 6E_ EACHEn: OF TANGENCY OF THE CURB. DOUBLE- CHECK VAL VE 12 PEA GRAVEL ?0/12/94 (LEVELING COURSE) ---� r 2. AT EACH COLD JOINT - -- 3. AT EACH SIDE OF INLET STkUCTIJRES. N. T.S. r.__3 Dawn By 18 TH I CK 4. A T EACH END OF DRI VEWA YS. / DCB h rH 1 CK 3/-' -0"--�/ CLASS JO AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET A �-♦---- �I Check.;� Q y CRUSHED ROCK VARIES RIP-RAP B. 10A IERI 4L TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON-EXTRUDING, DCB I t t', WITH TH A THICKNESS OF 1,/2 INCH. r" C 1k, +, I -- r Y 3. CONTRACTION JOINTS Issued qy B('' A. SPACING TO BE NOT MORE THAN 15 FEET. SUBGRADE 6" 1 1/2"-0" CRUSHED AGGREGATE B. THE DEPTH OF T14E JOINT SHALL BE Al- LEAST 1 1/2 INCHES. S`oIe Ic r- Op FILL TO 95' DRI' DENSITY (BASE COURSE) 4. BASE ROCK -- .314"--0", 959G COMPACTION. � ACIFI ( ,Job No. PAVEMENT DETAIL 9 OUTFALL DETAIL ,� STANDARD CURB(' �� - O _ _-____ �r_._ ._.. _.-..—_..-_�_..---- Z N. T.S. C - N. T.S. �._� N. T.S. 8405 s.11 NIMBUS AVENUE0 C_3 P.U. Box 80040 Sheet N0. PORTLAND, OREGON 9728 PACIFIC HVi/y (503) 626--04511,13UP 94-0336, SIT 94- MEC 95-020.5 A p �' — -- �-- _ 49 Pl�nnlnj • Qcutneerfn� • Furre!izy • l�ndsc�p� Arrhltertttr� C - 3 i I 019 ' mic ( IIII + I VIII ( VIII I IIIIIII VIII V III I IIID pill I IIIA I IIIIIII VIII IIIIIII 1 f7N[R— (:[ 4MADE IN I CHINA IN I him- nn��llwl� � B •74'-CFI V9'-9 3/4• 11'-4 1/2' 4 112" 73'-.' 4 1/?" 13'-1 1/4• 4 1/2' STAINLESS STEEL STAINLESS STEEL ANEUNG-3 WALLS ANELING-3 WALL � , TTP. FULL HEIGHT /'� TYP. 36 do ABOVE 4.4 I I + ` Y,, _ -TZ--r-^-^r r^e•- - -.-••".'r-''_' `r'r' ' r"'• .^!" -' "r'4- ^-n^r-r_^r•r.-"•T••:-^-re••.-.--•e- ^-.-^r-r.•-._-•c-,^-r..- -e--s'.r-.-- r-•.... -- v--r-r r^ra- '- -r• -Twt^ -v-r--rT-r•s••-.•-re•-^-••v-r-••ro^c--r-•_- ..►-e-•r'-^►-•r o•-+-••-r- -s-+n-•r.•n--s- -r-, •rr _^-y^w^s•'• •-r-s I �4. �c _ ----- iETFA ��11 _ _ , �O� I ____ SAGCFIl7Mf W 101 -' _r- I �. bI FUTURE y - ---_—. __---- --- ---- --' 1 ^, W In I ' I I (.127 :528 I 1 - - , D... - -.__ __ _ - __ 4. ICL 711 - I!���Ii�I�►-�.-_ ,I III____ _. .�IIItI x 1/2" 17'-0' � rn UNE Of t - n s >l03 EVERAGE 10 =- - '^ I ANINING ABOVE �' W z G tt� t ' 4X60 �j� 24X60 - 04j4 �22> 4?4 1 t,t WH �4 , 66 SEATS ; Q z : 4 _ _ / �- 4 -' CLEAN A UF11NG -r- n \'1 143 - - 22 TABLES - - - �- Q � . r, n Q TABLE I1! 24X36IIIIIII 4X48 106 %19 I I - �� I c�r 42 I z 0 , o l r I - - Z W (boll .. _ i ^110 Fri �-�� � 80/1' � } � ! 0 S U +� b A 1 4 ��i 11 \ \ 890 <A!lr109 'n � -- 4 � 0 c-s I f U �\ -- — ELECT, PANELS 213 821 �80,)lA t 2� m iL W 9Q. 1tb 24X60 56. I i - 24X 4 - I,I, -- �^ k��gb>rn I I b I: I Rev►sms 2 1 j� I DINING ; 2130 -b � I� " i 1 1 ax6u j N 0� 351 I m--< _ — 102 Revision 1 C1c,5er_,0 --� V"C"; N "' r STAINLESS p F - rrP iIGH DEN �oG PANE' N , / _ APRIL 1S t995 b A,� ,.q .y. . STEEL LJ G 4'-6" J6. - r Go - / s� SH LVIN _ - SS-2 '1 —'I` a t 3 ` A _ INK I NF n - f =_ -4I rP-.} TYP_? j- I FINISHED i � ' 20 x 9C. t _ F :rt N '-1 ( — - 'IOL J 287 SF 4xs0 _ `� �"N 695 , - I a (t�01 r-`\ 8U4 8 �o b �. STORAGE DOLLIES-Tt'P. % 1 t TYP-5 3�``,'' _ I ! ^ °C �825jrrP (fi?b /t '^)1 _.._ I I r--� <@15 421' PRODUCE ' IoD90. 24x �� COOLER �I i -;s. 1c;�) 10d - �- 60 8'x13'LLJJ N .—.i a WHIM °•� � 13- -H 11 1 - (45 xo (54 N / ASA i 4 jfb> \- / I 4i 4� i 0 >� 14X4 I I, 4 : 0 -- ---- � - N ` rtC _ � '� � � � .� 34. _ - 35 l;I I I ,•• I i I � . ' ---�21 7\ r I PIPE / ' •� \ - - I I k 41 v V(e) TOTAL "�f RDS f� 4CC 854 I I � 20<' � .v '220 i ASK. � • 1 YP�i �.i F , __ >� C / ,p IIIN, j !`1 - - c�; TotA� j \\ b 113 CHICKEN �\ - i56&- \ _x �. T`r ,4.0 540 COOLER \ ,` ",� \ti Al- ISI 1\� COL. 560.' 8'x13 I I ' 345 m 11 r� r f 3 T /`,/ � 90. 600 N T ` y ° I I I c / '' (/} -r CEILING HEIGHT ,i �i - \ rYP_2 �, ' �.310 b I I I I I , HIIII 9'-0' CLEAR MINIMUM m TVP-2 m ::: N N - 100> I C35 ' '34h' �I ( : 18X8 x x b00 = Fp N �� I R I ( I _ 810 I - - 04 11'5 � N R CONDETI i TK 9 I 8'21 U r `'•� EAW - - .�, o. �31C A13 Cy I ISI i — I { ' N REEZ \ 287 SF r. ,1, 90. Q ,4 100 SYAINLE85 '�ti �,b � � , 415 I I __-.. _ _ _ -- ._ � j �. • 81EEL. SKIRT rJ I - po faA85-2 I 7'+-2" 4' 1, 'j 15 -0" -� 6'-0" ---- �= _ w �30 82 SF A t a�cj �yy TMP-3 TVP-z -U �� i I I _ - - —+`= -- + -- - \ I •-. Q p ,�p✓ -,-, 4^. K600 14X42 R I Igi I U o I_ _ I 4 50 it 44) !rrtrt i L3 I c o N 62G * i �' \ �44C 4 �� rF- _ __.. ►-_ ` �__, ._...-.....r..._.., N o" TVP-. `� ,5\ LIFTING arty_ A .—` e4,3 - 56 ; r - �".r r" '- -- -- = }•a Q a �. PIT o' '�- 1 2� TABLES \' / ;1'u \ ' I !NARK.t:rt E?rJr1Ftii �`i Tri CAN i I �'11 i • .__ ; 24 i 92 �� 2:-, r NP. • �.. .�., ., r 4 I - - . - ICE BUILDER de CONDENSING UNIT 2" CONDUIT FOR IRRIGATION ,�- _J SHOWN FOR INCLUSION ONLY- -- _ 24U �J 41 /: I � I 2' CONDUIT FOR TELEPHONE SEE SITE PLAN FOR SPACING I T TYP-2"'TYP- - -- -- - � � i�l •c� PROVIDE ELECTRICAL OUTLET & ENCLOSURE LAYOUT. L!'� _ _ W t AND IRRIGATION CONTROL I n `Y ) I VERIFY HEIGHT WITH OWNER.- 107 402Lor c EQUIPMENT AND FIXTURE PLAN 0 _ -- — --�— _. I J I 925 900 403 971 920 922 244 903 v I ' 1/4'=1'-0" TYP--2 NORTH � � _ 10'-4" 13' g' / • ' 108'-S" -------- ----- - �' � THE EQUIPMENT LIST IS PROVIDED FOR CONTRACTOR'S CONVENIENCE ONLY. ARCHITECT IS NOT RESPONSIBLE FOR ` EQUIPMENT SELECTION OR OPERATION. Date - 03/24/95 Drawn By - K VB Checked RCS Sca4e _ 4' Job Nc. LJv/V%77 Sheet No _ PACIFIC Hvl33M, T U_ 1 EC9502058 F411 CONSTRUCTION SET APRIL. 19 , . 99 � MEC 95-0205 E OF 49 Al W, Im.mmIrl 1"11111111911111 11"INEW111111MR11"me IM119,111 Ittim9p,101—, D 1) 019 micIIIII � I I � III I I � III I I � III � I Dill I II I I � i � l I tll I I � III I I � III � I I III � I I � IIII � � 1 FIBER- (,I.&% 4MADE IN CHINA IN 1 W47% EQUIPMENT SCHEDULE _ EQUIPMENT' SCHEDULE _ NUM�UIY�SCRIPT10N MfG MODEL - - REMARKS -SUPPL BY INSTL. BY HOOK-UP r NUM. qTY. DESCRIPTION MFG__ - MOOEI AR>S ` opopt BY '�e� WX�K-1-.+f' I BUI 1 Y IATIVI �1S ------• _ ROTISSERIES ___ __� _ _ i_ _ _ EXHAUST 100_ 5 ROTISSERIE NIC'tNCURY- G 3RH 2LH�--�ON_CASTERS -v K.E.C. K.E.C. - PUJMB. - 700 3 FXFiAUST HOOD - CA_PT1V_E_Nt2E SEE wFQ. -QMIU`,� - O'M►IER - 0.(:. G.G.M� - - - - -- 100.1 5 QUICK-DISC HOSE CONNECT IT SSGC75-48UCQ _ -[_GA'S HOSE K.E.C. - DISPLAY z ACOUST. ACOUSTICAL J--BOX JUNCTION BOX "-�NAX - K.E.C. K.E.C. OWNERA.F.F. ABOVE �iFv;S!iED FLOOR SST. JOIST 200 1 SALAD CASE 1.2SM VRM 950 P ALUM. ALUMINUM K.E.C. KITCHEN EQUIPMENT SUPPLIER 201 1 POT PIE OL1P CASE_ IM F2NW 950, 2P-` - K.E.C. _ K.E.C. _- OWNER __ _ _ FIJRNITUANDD. AN001�t.D L.AM. LAMINATE 202 1 H_O_T FOGO CA•:�__ 2.5M RNW 950 P 98 318�L _ K.E.C. _ K.E.C. _ OWNER 601 11 2--SEAT TABLE TOP MILLWORK MFG. 2244 28x Gx1.5 H SEE 1AILLWrjRK DWGS. MlL1.WIgRK G.C. -T- - --� APPROX. APPROXIMATE LAV. LAVATORY 210 1 POST-MIX MACHINE REMCOR DOI5OS-BC6w (:ROTE EXTENSION COKE USA COKE USA PLUMB. CECT. 804 1 4_-SEAT TAfiIJ= TOP- MILLWORK MFG. 28 lx 0 _51.c N E_IAIl1WUftK DWC,S. MH1NfjkK G.C. --- �L AVG. AVERAGE LBS. POUNDS 212 1 POST-MIX MACHINE_ SITCO C82323SL6 DB _ COKE USA COKE USA PLUMB. SECT. BUPi 4 4-TEAT TABLE TOP MILLWORK MFG. 32 SOUAREx_1.5TH -� SEE MILLWQftK. DWGS_ MILLWORK G.C, BB BOTTOM OF L.F. LINEAL FOOT 213 1 COFFEE EA BREWER_ BLOOMFIELD 87818C ^ ----_ - _-_ K.E.C. K.E PLUMB. LECT. 81p 11 TABLE BASE AMERICAN (A6 703--22 30 H- BLACK WRINKLE 2-TOPS OWNER_ G.C. - Bp. BOARD L.P. LOW POINT 214 2 COFFEE DISPENSER_ BLOOMFIELD 7775SG _- --_ 1_REG.I1 DECAF._y K.E_C. K.E.C. PLUMB. •LECT. 811 7 TABLE BASE _ AMERICAN CAS 103-27/30-H BLACK _wRINKLF a- TOPS OWNER- G.C. - - E BLDG- BUILDING MANUF. MANUFACTURER ^15 2 TEA DISPENSER BLOOMFIELD 869_98C 3_GAL w/SiGHT GLASS K.E.C. - K.E._C. PLUMIE. CECT. H12 4 TABLE BASE - AMERICAN CicS 20�-2230 SOH t�LACK�WRIWKLE � ?►i5 OrArER G.C. W 1 BLK'G. BLOCKING MAX. MAXIMUM 218r t JUICE DISPENSER JET5PRAY EJ1_ ___ ^- 8 GALLONS � K.E.C. K.E.C. ELECT. 8_21 24 DINING CHAIR AMERICAN C&S JASPER 120_0_ BLACK ANAUNE _ OWNER G.C. EBRG. BEARING MECH. MECHANICAL - _ - _ �__--_--_-__ - _ - I CAB. CABINET MIN. MINIMUM 219_ 1 WATER DISPENSER TAS BRASS 61210 _ w ULL BACK LEVER K.E._C. PLUMB. PLUM_8. 825 14 24 RfT1CH AMERICAN CA6 BC PARK BENCH 24 L BLJ1C1( WF2INKLE BASF OWNER G.C. � CAG. CABING MIN. MI�CELL.ANCOUS 2- _8 CUP DISPENSER SODA TOMLIN_SON ELC-1002-10-2212 MTD. ON ITEMS 40.3/8510 K,E.C.-_ K.E.C. _ - A26 14 45 BENCH AMERICAN C4k BC PARK BENCH 45"L BUCK WNKLE BASE OWNER G.C. x C.,1. CONTROL JOINT M.O. MASONRY OPENING 241 2 CUP DISPENSER SIDES TOMLINSON ELC-1018-10•-2212_ MTD. ON ITEM 402 - K.E.C. _ _ K.E.C. -- -- _ ---- _ 243 2 UD DISPENSER TOMLINSON L200-22 MTD. ON ITEM 210 ALL K.E.C. K.E.C. - - - +-r---- - C.L CEN 11:R SINE MSRY. MASONRY ---- - - CLOS. CLOSET MTU. MOUNTED 244 1 CONDIMENT UNIT _- TOPPO _ 1109E _ WALL MOUNTED K.E.C. K.E.C. _ CLR. CLEAR MTI-. METAL 290 1 BAG-IN-BOX y COKE USA _ BIB-2-PLUS-2_ - Cb(E USA COKE USA - - - _ _ _ - Ell C.M.L) CONCRETE MASONRY UNIT N.I.C. NOT IN CONTRACT - - - - _ _ - i - - - - -- W z CNTR COUNTER N.T.S. NOT TO SCALE - - - - _ __- _ _-_r_- _ - ` - --- -- z COL. COLUMN O.C. ON CENTER _ _ _ -_-•_ _ _ CONC. CONCRETE O.D. OUTSIDE DIAMETER �-- CONSTR. CONSTRUCTION O.H. OPPOSITE HAND CONT. CONTINUOUS OPNG. OPENING - ` - - - _ _ _ - - _ Mlu-WORK _ CONTR. CONTRACTOR OPP. OPPOSITE _ _ _ _ _ - _ _ _ z C.T. CERAMIC TILE OPT. OPTIONAL -_-.__ - ____ -_ _ ___- - 850 1 FRONT COUNTER M{LLWORK MFG 90 L.c38.5�Dz38 H 51nE MILLWORK. DWGS. MILLWORK MILLWORK = DBL DOUBLE OP PLATE - - .- ►'" _ 851 1 BACK COUNTER MILLW )RK MFG. 72 Lx-' 2^2wDx36"H - SEE IrILLWORK DWGS. MILLWORK MII1+Ir�itK _ pl- COOKI STAINLESS-STEEL 852 1 SPACER COUNTER_ MILLWORK MFG. :I Lx3P 5 Dx��N- SEE MILLWORK DWGS. MtU_WORK MILLWORK � Z � LL. DIA. DIAMETER PLUMB. PLUMBING - - - _ - DIM. !)IMENSION PLYWD. PLYWOOD 301 1 CONVECTION OVEN BLODGETT DFG-100 DOUBLE ON CASTERS K.E.C. K.E.C. -_ PLUMB._ 854 1 SANDWICH ENCLOSURE MILLWORK Mf'G. SEE MILLWORK GWGS. MILLWORK MILLWORK - /"1 DN.IM DOWN PN'_. PANEL 301.1 1 QUICK-DISC. NOSE CONNECT IT 5Sf'�C75-483UCQ GAS HOSE K.E.C. K.E.C. PLUMB. 855 1 9 SELF-SERVE CNTR. MILLWORK MFG. 1083 Lx�48 xD 3@_H _ SEE MILLWORK DWGS. MILLWORK MILL*ORK - 0 J DR. DOOR PR. PAIR 310 2 STEAMER CLEVELAND 24-CGP-I0-BC _ ON CASTERS K.E.C. K.E.C. PLUMB./ELECT- 882 1 MA.�AGER�S DESK MIL�WO_RK MFG. - -- SEE MILLWORK DWGS MILLWORK MILL WORK _ DTL DETAIL PREP. PREPARATION/PREPARED 310.1 4 STATIONARY HOST CONNECT IT SBWC25-•48UC� � WATER K.E.C. _ K.E.C. PLUMB. 863 1 WALL_CABINMS - MILLWORK MFG. - _ SEE MILLWORK DWf;&MILLWORK MILLVyk'1f?K � �-1- 0ING. DRAWING PT. PART/POiNT 310.2 _2 STATIONARY HOSE CONNECT IT SSGC75-48UCBVF GAS HOSE K.E.C. K.E.C. PLUMB. 869 2 OFFICE STOOL- MILLWORK MFG. - SEE MILLWORK DWGS. MILLWORK MILLWORK EA.. EACH R.A. RETLiRN AIR 320 1 6 GALLON KETTLE CLEVELAND SD-450-K6-BC� - " F C. _ K.E.C. PLUMB. SECT. 870 2 SINGLE TRASH UNIT MILLWORK MFG. 24 Lx24 4 H SEE MILLWORK DWGS_ MILLWORK WLLWIIAW E.I,F.S. EXTERIOR INSULATION RAD. RADIUS - _ _ - - FINISH SYSTEM RECPT. RECEPTACLE 320.1 2 STATIONARY HOSE CONNECT IT 5BVK.25-•48UC WATER HOSE K.E.C. K.E.C.- PLUMB. 878 1 COST. FEEDBACK KIOSK MILLWORK MFG. SEE MIt1WORK DW�'S• MEt1.WCXcK �Alll-Wd'tK ELECT. FINISH IC/E'.kCTRIGAI_ REINF. REINFORCING 132021 1 STATIONARY HOSE CONNECT IT SSGC50--48UCBVE GAS HOSE_ K.E.C. K.E.C. PLUMB. - 880 7 DISPLAY WALL SHELVING MILLWORK MFG. SEE MILLWORK DWGS. MILLWORK Mit I ACI _ _t FV. ELEVATIOIJ REQ'D. REQUIRED 323 1-180 GAL MIXER KETTLE CLEVELAND MK,GL-80-H - FIXED K.E.C. K.E.C. PLUMB. 890 1 CONDIMENT UNIT MIU_WORK MFG. 11.125 Lx14.5 Ux5.5"H SEE MILLWORK DWCS �AIt1WORK MEl1WORK - EQ. EQUAL R.O. ROUGH GPENING 325 1 80 GAL. MIXER KETTLE CLEVELAND MKGL--60-TH ___ TILTINGK.E.C. K.E.C. PLUMB. - V _ - _ ! �e �OS EQUIP. EQUIPMENT R.T.U. ROOF TOP UNIT 325.1 2 UFT TABLE VESTIL _ C-2440-39 ON CASTERS K.E.C. K.E.C. - - - - -�--- - rTC. ET CETERA S.C. SOLID CORE 327 1 AIR COMPRESSOR CLEVELAND CAS7.5 _ - K.E.C. K.E.C. ELECT. EXIST. EXISTING SCHD. SCHEDULE 328 1 AIR DRYER. CLEVELAND CAS-AD--35 K.E.C. K.E.C. k7ECT. - - - -_ --_ AP IL � W EXT. EXTERIOR SF. STOREFRONT 335 1 FOOD PUMP CLEVELAND MFS_ ON CASTERS K.E.C. K.E.C. ELECT.F.D. FLOOR DRAIN SH T. SHEET 342 1 HOLDING CABINET ALTO-SHAAM 1000-LIP/PP ON CASTERS K.E.C. K.E.C. ELECT. - - - - - --- FDN. FOUNDATION SIM. SIMILAR 343 1 TURKEY HOLDING CAB. NN5TON HA_4507 ON CASTERS K.E.C. K.E.C. PLUMB. CT. - ' F.E. FIRE EXTINGUISHER SPECS. SPECIFICATIONS _ - - - _ - FIN. FINISH SPR{NK. SPRINKLERS 344 1 HAM COOK OLD CAB. WINSTON CA7507 ON CASTERS K.E.C. K.E.C. PLUMB. ..CECT. •_ ' •TXT, FIXTURE SQ. SQUARE 345 2 HAM DRAWER -__ __ WINSTON H03503 - _ _,_---- -_ k..E.C. _ K.E.C._-_ PLUMB. CT. _ _ r_ STORE SYSTEMS =«^- __ ._�_ _ -LR- FLOOR S. STA'!r'L.L5S ��I';:`_L 34d 11 F'C:OD WARMER ��� if-: _ SS-206TD K.C.C. K.E.G PLUMB. IECT. 900 4 POINT- OF'-SALES N�.:�? NGE2 F11). r 350 + i- HEA? 3.1RiP_S -_� #i,i7C0 �iRAIML-540 INFR_A_BLACK ICE.C. K.E.C. ____ ELECT. 901 2 MANAGER'S SYSTF'm +NCR F.R.P. FIBERGLASS REINFORCED PLASTIC STAKDARD -- _ _ - r7 FE ET/FOOT STI_ STFI:L 351 5 WARMU" ,JlkAPS _BD775- RED SHIELD/ ITE ORD K.E.C. _ 1 G.C. ELECT. 902 1 CUS70MER SURVEY' N::R- - - - _ h.:- I NCR _ + Tfi'( RA'. ':STRUCTURE 360 1 SAND:Val STATION 3E;•Y.-AIR SiJR 60-12C ON CASTERS k.i'.C.- -�K ELECT, 90z 2 Q;SPLA MONITOR Nom+. _�_.._. _._ t1 + W _ A. GAGE/GJAGE .TRS:T S uC•TU _ _ _.-_-- _- GALS. GALVANIZED SUSP. SUSPENDED 371 i Fes)�4��tfx:%SSOR HOPART FI1300-1 NP 120-_60-1 - _ K.r..C. K.E.C. - 910 1T>=i��. _UX;� _�aG 5YS;EM r.EC CT--S61 TEMnIT _ G.C. GENERAL CONTRACTON T,/ TOP OF _ _ _ -_ - � _ FITS I!N_A _1�rFs-PAN K.E.C. K.E.C. 4i2O 1 _ FiUM1� 30_X_ ti^,R _ _ �--' _ - 375 1 ;CAVY F✓Ud+iP AME'-WYOTf DTE �_w - _- _ � _ NCE: NCR GL GLASS I'Fd3 TOP & BOTTOM 3d0 -1 a(:p.lE_ � - DETECTO EF-I0C-S6OUS �_ --_ K.L.C. K.E.C. ELECT. 921 1 6XSE STATI014 HUE +SYSTEM 2500() �WALL MOUNTED _ HME_ _ HME _ GYP. GYPSUM ;Fda TONGUE & GROOVE i c - ; 1 TIMER --_ HME SYSTEM 20A WALL_m6xINTEUI _ HME H11c E- ( 400 1 CU 7P.�S0.1 S.S. MFG. CU'"iTOM MADE � OM CASTERS ----•�_ K.E.C. K.E.C. �-^ 922_ 1__.� i - -- --- H.C. HANDICAP ACCESSIBLE TEI�{P TF1vIPERFC.s - -"-1' "r' t H.C. HOLLOW CORE fYt7. TYPICAL 402 1 STE.Ai�_WEi.l.. ___�_S.S. MFG. CUSTOM MADE - w./ STA•T•0N K.E.C. K.E.C.~-rPLUMB. CT. 925 t FIARL'!'4'1!'7E BACKUP +i1lE IC 100 PEDESTAL MO+:Nr7J-' HME M` HtetE I V T V �' 7A 403 '_1 BEVERAGE crOLINTER S.S. 41FG. CUSTOM RADE w.�PL`ST-iNlk �7JT L7li' K.E.C. F.E.C. $ _ ` H.M. HEADER V. CL / GE _. _ - _ - _ - --- ! H.M. HOLLOW METAL V.C.T. ';'�I�YL Ci)t�='OSI'!ON TILE 411 i i;t}F2N Ei_REAt�.T{ACK S,S. "FG. CUSTOM MADE K.E.C. K.E.C. --------t ----}- - --� ' HIGH POIP. VERTICAL415 1 CUP HCA-DER !S.S. o►'.�G. CUSTOM MADE 30 L_x5 D:c12 11 K.E.C. _ K.C.C. {- _ ................. H, VERT. _._ - H.R.,. HE/�'T1NG dt REFRIGERATION W% W;'H 4?6 1 C�JF� HUIJaER S.S. k.."G. _ CUSTOM MADE 42 lx5 Qx12 ;;___ K.E.C. K.E.C. CONTRACTOR(S) W/O WITHOUT 417 1 PLATE HOLDEI. S.S. MFG. _ CUSTOM MADE 29�Lx1�-Dx12*'H �1 K.E.C. _ I� K.E.C� �- HT. HEIGHT W.E. .'?ALL BA.:�E 420 1 WORK TABLE WASSEr;STIRDM CUSTOM MADE 22 1 4x30 '�1'x36`H i K.E.C. K.F.C. H.V.A.C. HEATING, VENTILATION, W.C. WATER CXOSET 421 1 WORK TABLE WASSr"F25TROM CUSTOM MADE 30"x48" K.E.C. K.E.C. AIR CONDITIONING WD. WOOD • 422 2 WORK TABLE SHED S.S. MFG. _ CUSTOM MADE ON CASTERS S.S. TOP K.E.C. K.E.C. IN. INCHES W.H. WATER HEATER 473 1 WORK TABLE/TRAYS S.S. MFG. CUSTOM MADE _ ON CASTERS S.S. TOP K.E.C. K.E.C. INFO. INFORMATION WDW WINDOW 424 8 WORK TABU* S.S. MFG. CUSTOM MADE ON CA_S7ERS g.YTOP K.E.C. K.E.C. GENERAL SYSTEMS INT. INTERIOR WT. WEIGHT 430 1 MIXING BOWL VOLLRATH 79818 ON CASTERS K.E.C. K.E.C. -- 970 1 VEHICLE HT. DETECTOR - - - OWNER G C. - I INSUL. INSULATION W.W.F. WELDED WIRE FABRIC - - "` _ 435 1 CONVEYOR AVTFC _ CRT ON CASTERS K.E.C. K.E.C.KE971 1 DRIVE-THRU WINDOW READY ACCESS 131 SERIES ELECTRIC POWERED G.C. ELECT. 439 2 UTENSIL. RACK AMCO_ K4579 24"Lx3 DX18 H _ SM. WARES K.E.C. - 980 1 SAFE - v - ��OWNER G.C. L; t _445 1 SPIT TABLE ,S.S. MFG.---CUSTOM CUSTOM MADE CN CA:'TER_S _ K.E.C. K.E.C. 4 81 1 FILE CABINET - 0WN:R OWNER �- - - �..�_ _ F - OWNER G.C. ' _ K.E.C. K.E.C. ; 9E;5 1 LGt:KERS LYON OR APPR ---;_--__ G.C. OWNER OWNER E 4.48 5'li' RACK S.S. MFG. CUSTOM MAGE. � _-_-, 1 - T - T r _ - _-_ K.E.C. K.E.C. - -� `990 1 1 BULK CO2 - - 14.47 12 MOBILE SPI RACK HICKORY CUSTOM k+ltJF: _ _ � _ �'..-_ _ �T _ _....__. -. _ ---- I �,SQ t COMPARTMENT SINK S.S. MFC. CUST0�.4 MAD. _ w pOLYTO_P COVER K.E.C. G.C. Iume PLUMB. , 99, 8 i 1_yK_FTT._E TROUGH WASSERSTROM CUSTOM �S;dAPEC. K.E.C. - -� � 450.1 1 1?. FAUCET T BRASS 8231-� --__ SWING SPOUT K.E.C. PLUMB. PLUMB. {_X99 �M2 I!LAND TRUCK r PURDY i 56Z - ---� K.E.C. �- A1.2 1 LEVER DRAIN TAS BRASS _ B3900_ � I SIZE-2" K.E.C. PLUMB. PLUMB. _ -_ _ _- _ __--_._�_._ -~� _ - -__ 1° _ -I �._. _. _ 1 ---� U 4511 J COMPARTMENT SINK S.S. MFG. CUST04A MAGI w �YIOP COVER K.E.C. G.C. 'PLUMB PLUMB. _ ' --�~ � � r;) c� t 2 --1---__ -_-. •_~-4�!LP .. K.E.C. PLUMB. _ PLUMB. - - - -- ___ _- _ __ V) o 1 �_ FAUCET T&S BRASS B231~ I 'MN-%= SPOUT I �- _ -� , h �� � N --- -_ s--=_ _ _ _ ---- ---- _ _ yr__. 12 Ix.VER GRAIN Td6 BRASS h39i0 r �F 2" K.E.C. PLUMB, 1'I_Ui:�t3. + ------�- �' 1 I POT WASHER ALVEY SL-20K.E.C. PLUMB. PLUMBS -4;S 4.y 1 j CUAN DISH TABLE S.S. MFG. C_UST04 VAD'r_ ____ _ K.EC. PLUMB. PLUMB. � (' � ' • '" T_ �T. _ _'S ObI M!ADF. fi'SY'OSAL CUT OUT K.E.C. PLUMB. �RUIM4i. 1}"� I' T�p,, ?►� '�TES � � ! II I 2 _1 aC�ILED DISHTAaIE _ �S. MFG. _ Cti !_. A_- ..__ __. '� ' _ _..__. � I �T���J �.L�,��_ �. .0 i`J -_ �_- 1 I,- 43A. . t 1 + I4r�. 1_.. SPnAY -y ECOI A6 +Ell 35 HA�:OSPRAY BY ECOLAB K.E.C. PLUMB. _ 1 PLIU41B. _� E _ __��.___ ____--__-._-_- - -_--- -----� Q ^c o SYtdBOL DESCRIPTION '� :i iMSOL. DESCRIP',10N SYMBOL DESCRiPlICIN 4 1 GARBAGE DESPUSAL INSINKE_RATOR -��-7.OG_��� ___ K.E.C. PLUMB. __±-� V �^ SEE f!IT'CEFEN EQUIPMETVT MANUAL FOF� tC►A,iPLE� 1'�ECIFICA',10Y5 be ACCESSORIES !4 VERIFY MANUFACTURER, MC0r1 NUMBS RS �I � c-,�.� 455 1 BOOSTER HEATER- HATCO --_�__----- - Siv;;I T ROOM TAG GLAZING ihC _ _ _ - _ -- ---- C-x - -' K.E.C. PLUMB. PLUME? 1 �,� tIiJAN TITLES NTH OWNER. a o^ � TON AG r _ _ 1`--� 1 X -SEE SHEET ^R Ivl -SEE PLANS -SIE GI_A2. - - _ I • c ( X 456.1 3 HAND SINK - ADVANCE 7--PS-50 - K.E.C. I PLUMB. - PLUMB. ! c r X-X AS NOTED X SCHEDULE 456.2 2 HAND SENK _ ADVANCE 7-PS-SO w GUARD K.E.C__ PLUMB. PLUMB. Tr1E REFRIGkRATION CONTRACTOR IS RESPONSIBLE. FOR PRC'AOING THE SALAD CASE COMPRESSOR, ITS INSTALLATION ON THE � X 2 N�� XXX E �. PL1JM8. ROOF At THE INSTALLA f10N OF ALL COMPRESSORS dt E\'APORA�S FOR THE WALK-IN 00OLERS ON EXT. 471 1 PRESSURE SPRAYER T&S DRABS 2950 - K.E.C. PLUMB. - _--- _ ELEVATIONS 480 19 SHELF BRACKETS S.S. MFG. CUSTOM MADE VERIFY QUANTITY K.E.C. G.C. 2 " as oc DETAIL TAG FINISH TAG 490.1 12 L-CORNER GUARD S.S. MFG, CUSTOM MADE 10' LENGTH - K.E_C. G.C. n�• -SEE SHEET -SEE FINISH 904 2 2 U-CORNER GUARD S.S. MFG. CUSTOM MADE 4' LENGTri M K.E.C. G.C. THE FOLLOWING ARE OWNER PROVIDED ITEMS (UNLESS INDICAIED 0?HERWISE lid THE GENERAL CONTRACT): _ � G.C. - -SOUND SYSTEM AWNINGS: ELECTRi--.L CONNECTIONS BY G.I,:. -FIRE EX'`NGUISHERS (PER LOCAL CODE':j: INSTALLED BY G.C. iI 9-xx AS NOTED I OX-X SCHEDULE. dt 490.3 2 U-CORNEk G RD S.S. MFG. CUSTOM MADE 10 LENGTH K.E.C. 3c CEILING FIN. - '_ - - - - - ._ -SECURITY SYSTEM --MENU BOARDS: INSTALLED BY G.C. -SIGNAGE (ALL LOGOS. cXl'LRIOR dK INTERIOR SIGNAGE) -PHONE SYSTEM --WALL MURAL INSTALLED BY G.C. -WATER FILTRATION SYSTEM: INSTALLED BY G.C. I SCHEDULE - ---- _ - _ _`- _ -' ELEVATION PLUMBING - - REFRIGERATION _ BENCHMARK ACCESSORIES 501 1 I( MACHINE HOSNIZAKI KM12_OOMRB 900 RC12C _ _ - K.E C. K.E.C. PLLIMBLECT. �! _ ------ -X ; TAG- SEE 512 1 REACH-IN FREEZER BEV,--AIR EF-24-•1 AS 1--DOOR K.E.C. K.E.C. ELECT. AINCESSORIEJ r _ I I I 530 1 TUMBLE GRILLER CLEVELAND _ P-TC-I20-BC �-�r--! K.E.C. K.E.C. PLJMB. tECT. --�-- LEGEND 53p,t 1 ICE CLEVELAND_ IBC-50 -- _ _ _ K.E.C. G.C. PLUMB. MULTIPLE EXTERIOR 530.2 1 CONDENSING UNIT _ CLEVELAND IBC-75-H2 _ - K.E.C. G.C. ELECT. X C _ _ PLUMB./ELECT. ELEVATION -, FINISH TAG-- X + 533 1 PUMP CLEVELAND - K.E.C. K.E.G. X -X X TAG- SEE X SFE: EXT. FIN. 540 1 CHICKEN COOLER KOLPAK PRO95MOP - OWNER G.C. _ OWNER _- SHEET AS I EGE�ND ON 542 t PRODUCE COOLER KOLPAK PR145MOP OWNER G.C. OWNER NOTED EXT. ELEVS. %0 1 FI_AGSH!P COOLER KOLPAK -- - K.E.C. G.C. ELECT. , R.C. - ELEVtiT10N EQUIPMENT -�- 570 1 FLAGSHIP FREEZER KOLPAK _ _ - - K.E.C. G.�'. -_ ELECT. R.C. - - _ - �- _ ►ti. TAG TAG- SEE ------- -. EQUIP. SCHED. ' ---• -" _ I I �(:x . GN EQUIP. THE EQUIPMENT LIST IS PROVIDED FOR ' PLAN - - - -- 1 - (1 , I i - r.• _. - I CONVENIENCE N Y. -_ �O� e1 RACTOR Date ARCHITECT IS NOT RESPONSIBLE FJR _ 03;•24;95 -SHELVING - EQ`IIPMENT SELECTION OR OPERATION . D�awnBy _ _ _ K VB 600 26 FLOOR SHELVING 15a GOLD BOND III - K.E.C. K.E.C. _ 620 7 COOLER SHELVING ISS _ GOLD BOND III~ - - K.E.C. _ K.E.C. - �640�2 C-FRAME SHELMN, ISS _ GOL_D_B_OND III _ - - K.E.C. K.E.C. - _- _ _- ___ -_ _ i Checked 8y ' 680 ' 6 UTILITY WALL SHELVING ISS --[GOLD BUND III K.E.C. K.E.C. 690 1 H.D. SHELVING KIT LSF -- GOLD BOND III--� K.E.C. - K.E.C. QCT _ Issued By (80) 695 5 TRAY SLIDE ISS I(Zdj BOND III K.E.C.- K.E.C. - --- - _ Scale Job No T TING C 9 - OWNER OWNER ! EQUIPMENT FROM ORIG1NAl_ DRAWINGS ?.17 9 UGHTTNG FIXTURE CORSET UGH B 30-- - _-_-J 295097 BUT' NOT INCLUDED IN NEW �� 220 3 LIGHT TRACK -� ,(CORBE'T UGHTINGJ��--_ PT. ALA TO MATt i CLG. G.C. OWNER - -__ (-__----_-_-_-_ _ ___� _ ---- _ ___-.__.- ___ _- ------ - -- EQUIPMENT UST. - - -__ - - Sheet NO _o PACIFIC HV" , T 935 _ _ / ` �- 1 t __ A 6UP 940336, SIT 94-0045 CONSTRUCTION AN I 5 MF: 95-0205 9 OF 49 'I' `' (1 1�1 MIC IIIIIII VIII I VIII I IIIIIII VIII I VIII I VIII I I VIII VIII I IIIIIII I ILII ► IIIIIII II 1 RMA- �Il" 4MADE IN CHINA IN 7 I 1 1*1 74'-d' W-9 3/4" 11'--4 1120 13'-5 3/4- "# %4-"# 1lI" 73'-3" 4 1/2" if 13'--1 1/4' 4 1I;e � 0 FITTING FACEPLATE OR Ct72 } 11' 6' . 1 �' 3 1/2" 16'-9 3/4" 3 1/2` 6" 6" 11" � a►- xf .� /l' A5 ��, 1'- I 1/; • .�/' 1 U' � i/4" X � ',1'- 4" � �' r5" 1' [.J"� 11' 4" \ � '1'w^'-',.-e-v�[-..--...-r_:�__T_.E•-�_•«-�^rrv-•rrrr• -•^+-..-r--P".. •+-v-rM-1•+�^�—^w--,'rr•�_v_•r•rro^•!"-•�•. -r•t"^r'T"1r'"-s-•�^tT vim' � , � 4,-0. ' 3• IF, ±., o� 8' U" �'-4" 6' -011'• 4 1/2"I - I w D.S. 20 &A `!/// \ 11-11 INI(1 I I III I I I 1 I I I I I I I I I I I I I I 0 3 � "I � o,l A5 A8 W go DASHED LINES INDICATE AREA OF CONCRETE 10 + ---- BE SLOPED O 1/80 PER 1 -0 TOWARDS DRAINS. rn �n R 3 1/2" F 6" r-- r- A - i ^� U Is ` _- - N S" 24 GA. METAL STUDS I I I 6 Revleaonl� \ - AT 1'-4" O.C. - I I I I I I A8 6" 5'-8" 6"h.x28'd.x86'w. _ • 0 > - CONCRETE PAD i ------- � Remion 1 C�ose��: b COORDINATE WITH APRIL 1,9, X99` 1 i ELECTRICAL i 11 • I II II _ �, ` +IAS EIEC LINES,INDICATE ALIGN I I p I ( PROVIDE PLYWOOD BACKIF40 I I + i AKA O`' CONCRETE TO I�l I IN LIEU OF GYP. BD. O AL1 I f c, C T SLOPED 0 1/4" 1711� UTILITY & DISPLAY S ,E V1NG f '� 2.-6• I,-� 1'.-O" TOWAWI';. DRAM+::-TY? (�� I ( I ( I i LOCATIONS•-T'(PICAL. --^--�-' too- C) III I I ! I ' X11 ji i � 7 PROVIDC ELECTRICAL OUTLET � AND IRRIGATION CONTROL — 1 __-- --- 'iIERIFY HF:;GHT 11TH OWNER. TPP _ ' 1 � n ' -___pyo 12'-10_�!`�".._� .... _ < !�I I ( CON..Uf T FOR LEU HONE " CONDUIT FOR 'RRL=ATI('Nd' __ I '-0" co 1 *01 3 j I " I I - o ' * ' I ( 1 - - r _`k - ✓ fir, / i - \ '�-- I 6• 2'_p„ 804 = N �, I 1 1 Hop--1-1- s�` ..".:rig �, 20 r I 9 I n = P I I 0 4 N r� I , _ --++op 1 6 = A8 oo t _ � I Til i t I f ( Moo v�I --- EQ. — 3'-6 � _FI' 3" 11" 2'-2" 2'-4" I I 7'-10" -- = I N I I P i I 0 ! t - -mac--- % - - I t tD i I ASNEl�1 IIrINES 1NQdCA"1 j' �i N i j rn; N _ '� -_ i '! I I G-1 P. 1311J.- BULKHEAD'S ABOVE 1 . ' ! � � I I:l I I I I l,l l l l l l l l —_ � � • • \ i " I r_ " w r � � r � a ' ) I �.. I 2 -11 �M-10 -'''-0 I - 28 -4" - I--- 16'-5" r ' -- fo- I 3,-p• I o in 1 �, '`n `y7 — -- — g I (� I �I I I � , GN I A ` .. '� i �- - _ _ .rte.. - - _ 14 .� .. I iV�a... I �. _ ..►.aar -- — _ — — _ L. _ M I I i I =t I "d yY`+ r " \ I _ "r1 -- -- -- — - -- - --- ,< - -I 2 _ 1 - I � 1 l 5��-O" HIGH W,_LL WITH % ff�` vv� i 1 - - 27 -2 3�4 8'-1 7�3" 1 l2" 9'-2 I�a" -- i-'-��� -- �� - ?12� 1�2" q' 5�8" ---- -- .',9 _5'�'� I '_v I TILE EACH SIDE _ _ _ AB co I -- (HOLD) �f -------- ,� '�- �ISf—,� _ 1.t 8p� r: � \ I i��1• PROV.DE PLYWOOD SACK'NG _ _-- _5 �0 _ • �r1, � ry IV ,� - - - J (VERIFY PRIOR TO COOLER FABRICATION) p RUN 6" UP PAST CEILJNG SLIDING WIIdDOW'� n I I ---- SIM - - ��J b I T IN OFFICE AREA SEE I ' I coI -+ Z o f � I co w R INTERIOR ELEVATIONS. I I /' .��, ?� I D.S. 7 7 Y N .. R BOSTON MARKET TO SUPPLY C1 �� A7 I DIMEN .` ION PLAN I - -I r J _____ <oa� A INFORMATION ON ICE BUILDER UNIT - -- . • " . w . w . • . L -� NORTH ri Ap I /� 8p-ON -- -- -6=—on --- 8 8 A4.1 - �- ------ -11 -4 -- -- — " 70'-Ir I 14'-0" 24'--Or • - - -- -- - -- ------ -- - -- ---- ._._ _. ---- - - Ir _ DOOR AND HARDWARE SCHEDULE _ _ VvALL !EGEND_ �_ENERAL _NOTES _ TAG QTY- DOOR DESCRIPTION DOOR FRAME HDW - FINISH DOOR TYPES TAG OTY. - - HARDWARE DESCRIPTION -� �- TENANT TO PROVIDE FIRE EXTINGUISHERS AS REOUIRED PER APPLICABLE CODES TYPE TYPE _ MASONRY WALL CONSTRUCTION: 4' ROCK FACE BLOCK, 5/8" EXTERIOR I O ,ND SHALL COORDINATE EXAC1 LOCATION WITIf FIRE MARSHAL 3'-0"x7'-•0"x1 3/4' ALUM. FRAMED - CORK BRONZE r- -I - - H-4 1 1/2 PR. BUTTS: 5"x4 1/2" HAGER 881279 LJS26D - -r J - .j GRADE PLYWOOD k 2x6 WOOD S-RIDS w/ 5/8" GYPSUM BOARD— -_- - --_ - `�1 3 AL-1 ALUM. H- - -� DASHED LINE NDICATEI 5 8" WONDERBOARD FROM CONCRETE SLAB J- GLASS r,00R (ENTRE - I MATCH S.F. 1 - 1 LOCKSET: SCHLAGE D50S RHO US26D TO 18" A.F.F. ALL DOORS TO BE KEYLESS IN DIRECTION OF EGRESS. ~' ' 1/q" , 1 KICKPLATE: HAGER 34x12 US32D �- 1 it 3/4" ALUM. FRAMED DARK BRONZE 1 WALL_ STOP: HAGER 234W < :2) AL-1 ALUM. H-2 I I GLASS DOOR (VES'f1BULE) MATCH S.F. CLAS' I " —�_• _ WINDOW (-- W-5 3 PR. BUT1S: 5"x4 1/2" HAGER FBBI�9IXNRP US32D 3 1/2'x24 GA. C STUDS AT 16 O.C. w/ 5/8 GYPSUM BOARD BOTH - • WINDOW I AU_ INTERIOR FINIS4ES TO BE CLASS 2 OR BEER. 3 -U xT-0 x1 3/4 FLUSH WOOD H.M. �- - _--. I 1 EY.IT DEVICE: VON DUPRIN 9927N1- , SIDES (UNLESS NOTED OTHERWISE) SEE PIAN FOR WALL 11HI^KNESS- 3 2 I SC-1 H-3 S-1 24"x36' r,� � 3 SOLID CORE DOOR (WASHROOMS) 16 GA. ( I 1 DOUBLE DOOR STRIKF . LATE: VON DUPRIN 9927N1. DASHED LINE INDICATES 5/9 GP DENS-SHIELD FROM CONCRETE SLAB o NOMINAL) 6 SQ• 1 FLUSHBOLT: HAGER '?'''D US26D TO 2'-0' A.F.F., SEE DETAIL 1/A6 ` 3'-D"x7'-0'x1 3/4' HOLLOW MT-L. H•M.- H.M. VISION ____ _ __ _ _ __ ___ Date i _ r--- I 2 CLOSER: D: H DORMA 7'0. ALL INTERIOR DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD, UNLESS 4 1 DR (OF•F10E UNDERCUT DOOR 1' 18 GA. 16 GA. PANEL - - - 4 NOT=-� OTHERWISE. 03 24/95 3'-0'x7'-2'r', 3/4' INSULATED N.M.-2 H.M. INT P--1- 1 _ L 1 GASKET SET: HAGL R t373S 6" 24 GA. 'C' STUDS AT 16"O.C. w j 5/8" GYPSUM BOARD BOT1 SIDES C 5 1 PR' H-5 AL-1 SC-1 HM-1 HM-2 - HM-3 1 SILL. SWEEP: HAGER 750S I SEE DETAIL. 1/A6 TYPICAL — -- �- -- HOLLOW MTL DH. (SERVICE ENTRY) 18 GA. 14 GA. EXT.: P-3 _ �I Drawn -�..._ _ ---- ----• 2 KICK DOWN DOOR STOP; RACER W`,i208 US26D I P-T�-T.r�� -/� ALL W000 �h CONTACT WITH CONCRETE MUST BE PRESSURE TRF.+IED MOISTURE 1 13'-0"x7'-0`x1 3/4' HOLLOW MTL. 'H AA.-3 P.M. TAG QTY. _ HARDWARE DESCRIPTION 2 ARMOR PLATE: HAGER 40W06H US32D l 5 � RESISTANT WOOD. K� 6 I H-6 -1� __ - - --_ - 1 RAIN HOOD: HAGER 810SAL DR. (MECHANICAL ROOM) 18 GA. 16 GA. ,_, ---- - yG ` " -- 1 LEXAN SECURITY WINDOW: NEWSTAMP LEXAN 1000 T_ -� _ - - -___ �_ - 'Checked- - H-1 BY STOREFRONT MANUFACTURER: KAWNEER- FINISH DARK BRONZE _ _ ALL WALL CONSTRUCTION FACING KITCHEN WORK AREAS MUST UTILIZE MOISTURE Checked By 7 - 1 3'-0 xT-0 r1 3/4 H01_LOW MTL. I H.M.-1 H.M. H-7 (P-1 1 1/2 FR. BUTTS: 4 1/2"x4" BALL_ BEARING US26D -6 1 1/2 PR. BUTTS: 5"x4 1 2" HAGER 881219 IJS26D -v --- THERMALLY DROKEN ALUMINUM, FRAMED STOREFRONT SYSTEM S RC' DR. (KITCHEN) 18 GA. 16 GA. , 1 KEYED DEADBOLT w/INSIDE THUMBTURN 1 PASSAGE SET: SCHLAGE DIOS RHO US26D - w/ 1" INSULATED GLASS ON 4' STOREFRONT SILL- C) RESISTANT GYPSUM BOARD. 1 PUSH/PULL SET (T-STYLE PULL, V-STYLI` PUSH) 1 KICKPLATI : HAGER 34x12 US32D '- fJ111S1i:_G9ftK BRONZE 1►LYQQ.II.EQ. i I DR, (E7'-0 x1 3 4 HOLLOW MTL. H.M.-3 , H.M. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED: y DR. (EMPLOYEE RE, 18 GA. 16 GA. H-8 P-1 I 1 CLOSER 1 WALL STOP HAGER 234W- _ _ --- -- Issued Q (BCI) J 1 THRESHOLD C7 A. 8.5 LB.F. (37.7N) FOR EXTERIOR DOORS. • --- 1 SET GASKETING & SILL SWEEP H-7 1 1/2 PR. BUTTS: 5"x4 1/2_" HAGER 801279 US26D --`-- -- ' --`---'- -"-` ----------- - ' --`V B. 5.0 L.B.F. ((22.2N FOR INTERIOR DOORS. 1 3'-0 x7'--0 x1 3/4 HOLLOW MTL. H.M.--1 H.M. ) _ I ,. H-4 P-1 - - - 1 LOCKSET: SCHLAGE D50S RHO U 5260 THERMALLY BROKEN ALUMINUM FRAMED STOREFRONT SYSTEM DR. {TEAM P.M.)-UNDERCUT DOOR 1" 18 .,A. 6 GA. - H-2 BY STORES: 4 1 MANUFACTURER: KAINK"ER- FINISH DARK BRONZE 1 CLOSER: DORMA 7604 w PROVIDE AND INSTALL OCCUPANCY SIGN IN A CONSPICUOUS LOCATION IN Scale 1 1/2 BL BUTTS: 4 1/2'x4" BALL BEARING US26D I 1 KICKPLATE: HAGER 34x12 US32D - w/ i/4 TEMPERED FLOAT GLASS ON 4 STOREFRONT SILL- 80ACCORDANCE WITH STATE & LOCAL CODES. - 1 BLANK CYLINDER I -' -- FINISH: j�ARK BRONZE_ANOUIZEQ 1 PUSH/PULL SET (T-STYLE PULL, V--STYLE PUSH) 1 FLOOR STOP: HAGER BL6209 US26D 1 CLOSER H-B 1 1/2 PR. BUTTS: 5'x4 1/2" HAGER BB12.79 US26D -- __-.----_--� -- - _- - ~------- -- -+ �- --- Job No H-3 1 112 PR. BUTTS: 5"x4 1 2" HAGER 881279 US26D 1 PRIVACY SET: SCHLAGE D40S RHO I.1S26D / / 1 KICKPLATE: HAGER 34x12 US32D 8" 2.4 GA. 'C' STUDS AT 16"O.C. w/ 5/8" GYPSUM BOARD BOTH SIDES �("���('�� _ _ _ - - -------- a ,7 ---- - ---• - ± PUSH POLI_ SET IVES 8200 PUSH, IVES 8302 PULL) 1 WALL STOP: HAGER 234W +�R-q SFE DETAIL 1/A6 T'(PICAL NOTE: ALL HARDWARE MOUNTING HEIGHTS SHALL CONFORM TO ALL APPLICABLE STATE dt 1 CLOSER: DORMA 7604 LOCAL ACCESSIBILITY COPES 1 KICKPLATE (PUSH SIDE ONLY)- HAGER 34x12 US32D - --- - - - ShIE•E't N�� 1 WALL_ STOP: HAGER 234W CONSTRUCTION SET APRIL 19 1 � 9 � A � PACIFIC HWY , 1;1935 ' y BUP 24-0336, SIT 94-0045 MEC 950205 10 OF 49 Mic tiL 1019 - Eu lllll � l 11II1 I A LIT 111 TI l ILIA I I III I I III I A LIT 111111 I I ` IIIII 11111111111111 FlBF'R- G[A85 4MADE IN CHINA IN i 1 11 's I ?4'-d' 9'-9 3/4' 11'-4 1/2' •/ '� 13'-1 1/4' 4 1/2" 4 1 f 7 PQ TWASti EFZ EXN AU 5 Y WATER NEATER FLUE I I ! 8' WATER RESISTANT SEE MECHANICAL_ DWGS. SUSPENDED NEON � \ '" 5 G4Y. 8h. CEILING p� OPEN' SIGN T YP-2 \ �____, •_._ __.. ______ ---- - . r 5/E� GYP. 3D. CLG. j 8'-0" CLOG. HT. 8'•--0 CLG. HT. I 8�-• ` CLG. HT. [77 �.- EXHAUST FAN & HOODS I P-1 - -- - I +? ►' I �,' P-1 SEE HOOD DETAILS I / I ' • UAT— jCL J — - - O 5/8' GYP. BD. CLG. I 8'-Om CLG. HT. I /8' GYP. BD. Q.G. W--0` CLG. HT. P-1 -----_ NE _r I ,' i I + cr M = W 1 I I �J EVER GE . . . . . . . II . . . + j I 5/8" GYP. BD. CLG. LL 8'--0" CLG. HT. _- vJ l `�_ I 0 : II m C cc Rev181one ' - I' j' f' Remion 1 I I , A PRtL 29, 2995 bi 9'-1 CLG. HT. j I \ I I II SP�NDED NEON I I OPEN ' SIGN TYP-2 AT-2 GO .-' —a i I--- I — - _-- - - -- _ - ---1 —�- --- -- - _ -- .n WAL!'-I*N COOLER -•- A ' . . . . . . . . . . . . . . . . ! . I OF .N 30'>!E 9'-9" I CL C. H,T. j ! i I i I I '• AT-2 S WALK-IN 'COOLER OPEN ABOVE . . . . . . . CA I � U •�!o j ' -'1' CIG. HT. -- ¢ w . . . . . . . . . . . . . . . . . )-ICE _ 1 ' 1 I 'fv a ILL: LAJ Z r WALK-1!V �OOLF.R 1 ( - i, I 0 EN ,ABOVE ROo i I 1 . . I• ! , N ry I 1 ��0 G�, I �- \ .� 9.4 CLG. HT. t 11 i j -d r = }V Q o •i AZ--2 - hfi j I -12 AT-2 �t-� ,._......1._..._....._......_.�— - -- L • .� ...._ r I .._r:. softE3 13 J I(N —..^-� ------ I 'EV \r.c Q V t AT-2> \ V W1 � on f i0 W :5 -0 CLG. H-I' + -SPENDED NEON I Y ORDER HERE SIGN p Utoo � a 00 0 REFLECTED CEILING PLAN I U I NORTH -- - 70 14-C' - --- - 24 -01'- -- - I �. CEILING SYMBOL YM LEGEND CEILING FINISH LE " END _ _ y _ r TAG DESCRIPTION - TAG �- DESCRIPTION TAG - TILE DESCRIP1ON r LOCATION I ARMSTRONG 2'x4' SECOND LOOK 11 LAY-IN CEILING TILES I DINING xi I 2'x4' LAY-IN FLUORESCENT FIXTURE `! 3' & 4' SURFACE MOUNTED FLUORESCENT STRIP UGHT _ y -4 CAT- /TEGUL.AR EDGE (MANILA J246) & ARMSTRC*VG 15/16" RETAIL PRELUDE EXPOSED TEE GRID (MANILA #246) GflUNG ALTERNATE: CHICAGO METALLIC 8'x4' LAY-IN FLUORESCENT FIXTURE HVAC HVAC DIFFUSER GRILLE :T-D2 USG INTERIORS GYPSUM 2'x4' LAY-IN CEIL.ING TILES 10270 I KITCHEN w/STIPPLE PATTERN (WHITES & ARMSTROEJG 15/18' FOOD PREP ' - - -- ----- - PRELUUE EXPOSED TEE GRI6 (WHITE) CLUNG 1'x4' RECESSED FLUORESCENT FIXTURE ® HVAC DIFFUSER GRILLE Date USG INTERIORS GYPSUM 2'x4' LAY-IN CEILING TILES #3270 FOOD PREP 03/24/95 AT-3 w/STIPPLE PATTERN (MAWILA #246) k USG INTERIOR; COUNG — 8` COMPACT FI_UORESCENT DOWNLIGHT n HVAC D �E1Wn By 00 PENDANT l.tG}I1NG FIXTURE M..—_ F HVAC EX4AUST GRILLE _-•-- -'._-- �— --_ AT-4 USED)� I(NOT R4. 6v SELF CONTAINED EMERGENCY LIGHT HVAC RETURN GRILLE` BENJAMIN MOORE PA71 (BEI%X) EGGS IFIL ENAMEL RESTROOMISSUed B�' (SCO z z (LUNGS 7S REMOTE BATTERY HEAD ® FOUND SYSTEM FLUSH MOUNTED SPEAKER- PROVIDED BY OWNER SCa!e Job No _..-- -- ------- , SELF POWERED EMERGENCY EXIT SIGN 09 29 PACIFIC HWY , 35 EXTERIOR WALL MOUNTED SECURITY LIGHT Sheet N� -- UP 94-0335 SIT 94-0045 MEC 95-07ri5 11 OF 49 CONSTRUCTION SET APRIL 19 , 1995 A3 mic LifiED 1 11 + 11i 11111 1 1I1I1 1I1I1I1 11111 1I1I111 111111ji 1I1I1 I 11111 1 1 , 1I1I1 I VIII IIIIIII I 1 F1BFR- GLASS 4MADE IN CHINA IN i 4 A7 I \ f I"JTERNALLY Ii1U�AINATEOAS INDIADUAU_Y UT LETTERS- ), A LETTERS- FABRIC AWNING - PROVIDED BY PkUVIUEO J� INSTALLED 2 -U' Sr1 EWAL Lf_NG11•i E-1-- t ENG FN SECTIONS ♦` A5 OWNER, INSTALLED BY OTHERS B Y OTHERS T­2T I C" - EL. cj T,I XW DECK I - - - _ -- - - -- - -- -- -- - - - - - - - - -- - -- -- =� - - - - - _J _-_ �EC_K� EL 14'_lp• r4 _ j -� -1 �1 ROOF UNE � o � d �f -� � �•/ in T AWNING EL m A5 _ - -- � > B AWNih, Q Q --. _ - ------ --- __ f __ - -- - - - - - --- -- - - _ - EL_ 13 -0 ---- i>L7� -- 1j LL -_ .. ► SLA --_— --- �. r —CURB O MP-OUT- -RAILING— RA vt8lans 0 I � 10 PAINT(D PAIN? P_5 1A 2 A5 I, 3'-3• I, A7 3�_3• f/ A PR1L 19, %5 FOUNDATION - SEE STRUCT�JRAL DRAWINGS I BU+CUING SIGNAGE AND A1NN'INCS I TN� SIDE ELEVATION I IN BE PROVIDED OWNER ANI? ! I INSTALLED BY SIGNAGE CONYRA�.:1'bR. I " -- �`-'-�-- SIGNAGE CONTRACTOR TC GOORDINATI: /r1�.� 1/4'=1 _p I EXACT '317.E AND AMOUNT OF SIGNAGE. �- ALLOWED WITH LOCAL AUTHOR MES i I n I FOR FINAL SIGNAGE LAYOUT. I 'ol 1 1/4STD. PTP!_ 1. -- -- •-- - __ _ _ ._ __ _. ._ _. ... ._.. ... J ,Ij GUARDRa.1! fffx N A6W� (� A5 ./ ;<� I 4 o n _cOUAL_IFNGTI-1 INTERNALLY ILLUMINATED INDIVIDUALLY UT LETTERS. �'7'' 1 \ (/ I - [5:A] COPING, SECTION FABRIC AWNING- PR7ViUED Ei'i PROVIQF� ac INSTALLEDcd I0 ,0 ->•lPARAPET { I OWNER, INSTALLED 9'Y OTHERS �,� �i. 4 1 BY OTHERS � i .••' � �-- -�1 � ---�- 1I-,-- - I I � ;,g - r -- ------- - 58 OO �.�_.9 p - EL. - _' ' -_ - ' -- -----Z,��t �, �. CON BAC/K�Ekj R a o --4-�' - �y�4r dt E.I.r.S. IiLW�F'a' TI5Lc _ -_. ad `�d -_r E SEALANT AS TO VA\F. CJ, SEE A/A4 ( � I c; i C _ I SPECS. w I I � �v�0 4 T/RO'OF DECK t ' --- -- -- R.. 1 --'� - i I A W° .• �a 14'-10` N - - - - Z _.. _ _ ROciF :� _ 5 T ROOF DECK N . r i EL. 13'-11 1/246 Z r W T/pARAPET A SCORE DETAIL RAIL DETAIL w « T ARAPET _ N o ; A4 1 m I I i EF n B/AWNING 1 _ El- 13'-0' - _ -- �- 0- JL___ A8 --- EXTERIOR FINISH NOTES MATERIAL LEGEND- -_- F'AINIING i T�G DE:SCRlP110N T SLAB - --- / / / - i I v v Adrl\ g ,, B ,,• - - B / _-- 9 MASONRY �►LL�ARF.AS MUST BE COMP�F�FlY DRY PR�Q� 70 COATING. r -T SHIEL. MASONRY PRODUCTS: OCK FACE BLOC.., BLOCK COLOR #P-1 EL 0'-0 /' I - I I / TREATED1 MORTAR TO MATCH BLOCK COLON ha MASONRY SURFACES RECEIVING PAiNI ARE TO BE PARTNER CAN USE READING ROCK FORMULA THAT MAST 6E APPROVED WITH 1 (ONE) COAT OF GUDDEN BLOCK FILLER #5317 AND _ —D I I 2 (WINO) COATS GLIDDEN SPRED ACRYLIC LA•fEX EXTERIOR FIRST COURSE OF ROCK FACE BLOCK PAINTED 1A 2 p I i j MASONRY & STJCCO PAINT (FLAT FINISH) GLIDE-ON FORMULA t1A 4 I I L #3525 SERIES. COLORS 'f0 BE AS SPECIFIED. r _1 A5 -� - -_ _ _ _r _ ALUMINUM STOREFT20NT FRAMING w/DARK BRONZE ANODIZED FINISH _. _L - -- 1 . F - —- - ---- FOUNDATION - SEE---� METAL ALL AREAS. MEQ BE COMPLCTELy�RY PRIOR TO COATIti. 2 - �_i i Date STRUCTURAL DRAWINGS COPING ALL MASONRY SURFACES RE:CE'VING PAINT ARE TO BE TREATED "TH 1 (ONE) COAT' OF GUDDEN RUSTMASTER WHITE PRIMER #590 3 ALUMINUM TRIM PIECE w/DARK 9RONZE ANODIZED FINISH 03/'14,'95 I AND 1 (ONE) COAT ALKYL (FLAT FINISH) TANK AND STRUCTURAL Drawn By ENAMEL PAINT #5250 SERIES. COLORS TO BE AS SPECIFIED. METAL COPING PREFINISHED UR PAIN T-E K VB L - _ _ __..- C' Checked Elly T STAG GLASS TYPE DESCRIPTION -- - �- -`- _-- -- �C- - C /! \� _ EXTERIOR INSUI_A7ON FINISH SYSTEM (E.I.F.S.) FRONT ELEVA IDI M ( BUILDING SIGNAGE AND AWNINGS • 5A w/SANOPEBBLE TEXTURE IESUt'd By (LACI) --- - I T _ PROVIDED BY OWNER AND I ' A � 1 INSULA-SING GLASS COLOR TO-BE ORYVIT OUT61-54-8-2-5 I INSTALLED BY SIGNAU'E. CONTRACTOR. I I E.I.F.S.: CGLCR TO BE DRYVIT #UT81-54-8--2 -4 - { SIGNAGE CONTRACTOR TO COORDINATE I ----- -- -------------_.____ __- ____ ___.__.._. 5B ckaie I EXACT SIZE AND AMOUNT OF SIGNAGE I -- - _ - ,•_,'- �' ALLOWED NTH LOCAL AUTHORITIES `B 1• INSULATING GLASS TEMPERED � E.I.F.S.: PAINTED -- { FOR FINAL SIGNAGE LAYOUT. { I �� ED JoL N-, C 1/4" TEMPERED GLASS _ SHIELY CONTA;,T #: 1-612-420-7100 I 2950�� DRYVIT CONTACT 1-800-843-2119 I ^-�+--- PACIFIC HWY , 13935 ' _ _ -- _-__-_-. .-- --- Sheet No BUP 94-0338, SIT 94-0045 MEC W0205120F49 CONSTRUCTION SET -� APRIL 19 , 1995 A4 1 ' 0 ifiEp micI I IIII IIIIIII IIIIIIII ! 1 VIII IIIIIII 1 FIBFX- GRAM MADE IN CHINA IN _3 AS IINTI RNALLY ILLUMINATED VABRI C.J., SEE. A/A4.1 ' U' EQUAL LE.-N_G T}4 �� APING SECTION `�' AWNING; PROVIDED BY OWNER. 4, /2'� INSTALLED BY OTHER. � - 5A T/PARAPET , _.. - r_._...__ -.._. .,._..__....r .,-. _ T .�.,..., . ...... _...._., .. ..._ �. _. J. 77 -1 E1 19 0 .._. ..�. I 5A ' SCUPPER WITH9N_� SCUPPER NTH CJ (!) Tj'Ftl7�QF DECK 0 �� A �, OVERFLOW _— OVERFLOW ROOF LJNE- CL z CIRt I 4 4" x d" DOWNSPOUT EL 1 1/2 _ 4 x 4 DOWNSPOUT T �'AR APET ( I. — {'I W z > L1.1 B AWNING &71 A05 ------- _ ---- �.------.��t� � � jh —-- - — AS --._ _tZlM_C%[ILL uj t4koll 777 Lu _ U Gey�s►on 1 (�loaecvt tiPfl1L 19 tS9`, rOUNDATiON - SEE -�--� STRUCTURAL DRAWINGS. i BUILDING SIGN: >E AN; AWNINGS TO 3E PROV1Df-D BY OWNER ANC INSTALLED BY SICNAGE G'_'NTRACTOr'. I jSIGNAGE ^ONTRACT(� TO COORDINA77 I L_ SIDE BUCE-VA T IOi A��.. EXACT SIZE AND AM7'JN7 OF SIGN Cr_ ( --- __ _ ALLOWED 4'OTH LOCAL Au7"iORITIES \�'i 1��" FOR FINAL SIGNAGE' LAYOUT. I J x�,:.. OF c I I 1 :..UAL LENGTH AS 4 -C0P1'NC SECTIONS 5E3 C.J. C.J. _ .7-a..._.__-_ _._. __. _..__ -_. _._... .�__ •- - - I 10' �" � 3d C. WALL MOUNTED SECURITYG� � GOOF f1E.CK �. � e v e �T/ROOF DECK LIGHT FiXTL'RE _ _ __ EL. 14'-10"� � N �� €�N EL. 13'-11 1/2" C:� 58 _ - 3" LETTERS 10 READ a or HIDD SC EN ELEVATION SHOWN R .AS FOLLOWS: I � -� FOR CLARITY A6 BOSTON MARKER L_. STREET ADDRESS - 1 - ~- B 'AWNING - _ . E L 8' OM \ — SaM+ NT .P_: 10 ---- -- t, WARKET A7 �. ---- _ — R y — --------- - -N--_ --- - _— w5 -- --- -- - - - --_- T SLAB - - EL. 0, 0"1z , DRIVEWAY INCOMING El E:CfRICAL SCREEN WAI I SERVICE PAINT v I I ---- -- --- -- - --- __ __ ., FOUNDATION - SEE Dat.. STRUCTURAL DRAWINGS 03/214/95 Drawn By Checked By = - -- RC i BUILDING SIGNAGE AND AWNINGS Issued Ry (BCI) TO BE PROVIDED BY OWNER AND 1 INSTALLED By SIGNAGE CONTRACTOR. f SIGNAGE CONTRACTOR TO COORDINATE scale 2 REAR ELEVATION I EXACT SIZE AND AMOUNT OF SIGNAGE --- --- AL!-OWED VITH LOCAL AUTHORITIES \A4.2 114"=1'-0" J� No.4• ''-�" . LFOR FINAL SIGNAGE LAYOUT - _ J 295097 PACIFIC HVVY 13935 She:-t N' BUP 94-0338, SIT 94.0045 MECW020513OF19 CONSTRUCTION SET -- APRIL 19 , 1995 A4. 2 M1CRbi4'L"MEpI III I VIII I I I I I I I I III I I I 1 hIWIR_ (A-Am4 MADE IN CHINA IN 16111111 1 'I FACE OF STUD, _ . �I) STUD UP TO STRUCTURAL DECK FACE OF S1UD --\ , O 48 0.C. T PARAPET / \' T / PARAPETAN FIN. ('I G. 0- 19'_0" 1-w + 19 0 r BLOCK • CEILING I 5A 1 W 5/8' GYP. 8D, SB I a OVER METAL STUDS26 GA. O t6. 0.C, � - I �-- —FI.ASHIN�HE.ET ►AET�►L � j 2 1/4" STUCCO OVER 112" EXT GRADE PLYWOOD --I - - FOILED BACK R-19 1/4" STUCCO OVER 1 /2" OVER 2x6 WD STUD % / , �-� BLANKET IN ;UL. FRM'G ATTACHED TO EXT. GRADE. PLYWOOD. / -i z ?_x6'S AT 16 O.C. i OVER 2X6 WD STUD FRM'G I I W/ 6" FOIL BACKED A5 / W 1 O 16" O.C. j BLANKET INSUL. ELEV. VARIE' 7 INDIVIDUALLY LII _``_ - T/ROOF 112" EXI PLYWD. SA _____.._.____�- ' Q <>_ FRP-1 LETTERS, nWNER I 1 > I ` PROVIDED, INSTALLED � FACE OF STUD I � ( � 7 U !1 k I BY OTrIERS. G.C. TO I 2 1/4- STUCCO . .... :.: F F 4 I ! I :#: .... 70P 0 OOF DECK 1 BY ELEC. J-BOX OVER 1/2" EXT GRADE PLrWOOD ROOF DRAIN- SEE _ ! F OVER 2X12 WD STUDS A7 ROOF PLAN FOR _._ 14'-10"- Z & POWER S1UB OUT, TYP. t--- � - " � I — -�--" 1 A5 16 O.C. W/ 6 FOIL BACKED B_ SIM. I LOCATION. SLOPE RIGID o d 1 5A I BLANKET INSUI.. INSUL (0 DRAIN 1/4-/ U 1 i NTE RNALLY - A5 FOOT MIN. CERTIFIED TRUSS JOISTS !LUPAINAT'�D �/4 - - \ / ,' O 24 O.C. PER TRUSS FABRIC AWNING �B - T/PARAPET \ - - '- / SEE INTERIOR ELEVATIONS �� OWNER PROVIDED `,-1" _ JOIST MFR. SHEETS A13, A14 do A15 (; INSTALLED BY -`-' - -� -^ TRUSS JOTS A MFR. PER a _ , - 1 ; FOR BASE TYPES. z OWNER TYP. _ 1 u' WHERE SHOWN L \ --r / SIM. F _.. IIS I I x, CER�IFIED TRUSS JOISTS 00 w I O 24" O.C. PER TRUSS ACJ Re�c81r.rw JOIST MFR. 5/8 TYPE 'X' GWB i o i 1 JOIST 1� t 5A t PRO'J1DE BRACING PER \1w / _ - _ Reviw)n 1 CkoeecKP^ TRUSS JOIST MFR. + 10 -8 - ' B/ CLG. APRIL 19. 1945 CLG. H T -- \ + 9'-9" EL 9'-9' A S E C T I O N f _ �� ! SUSPENDED ACOUSTICAL 5A ----� l -�� \ A I'' l SUSPENDED ACOUSTIC f-_ C�!LING COUNG 7 t ROOF` FRAMING � ', 5/8" GWB -. �i ( r , FIRE BLOO(INC % I i E X''END GWB 6" PAST CLG 5C� 1. � \`�! / I y _ 'PROVIDE BLK'G AS REQ 'D) 2x4 BLOCKING, 1W. �! O CEIL NC, TYP. LTLLTLT17�S1TC�IIir.[[=11LT 0_'I _ �. -- -- GLUE LAM BEAM (SEE �' - _ -' _ BEAM G.L. a_ T/ FRAME \ I '� ; X,\ :STRUCTURAL DWGS.) T/ FRAME r .�� � - TYPE % ,�� 1 " "T `�. CL 0. NT. I i/� ;,, r -_ ----. (11 STUD U? I'U + J3 -0 5/16" DEFLECTION GAP REQ'D + 8'_ 0" _ - I - / ' r _____ '�- - STRL'C11JRAt. DECD( �� I � �,r--,,y ---- ---- - �JSPE'vD_D A�Ui'STK. ,ti,' I' I SEF N/A5 I S E C ) �n O 48" 0_C ,:ATE: f _� StP�, I i i. I f CEILING W/ HOLD JC't�:' _ Aj � ; I - :_ t FIN. CLG �� I PROVIG.. 1/2 EXT. rJ I I I CLIPS x _ j j I , LYWG ;HEATHI IG ® �,. : o N u, �. 2 II ALL AWNING LC. ,ATIO.�!S I I _ FOR ATTACHMENT SEE AT-2y AT-3 ELEVATIONS T'iT�. 2 / 72 A j I I 00 UNE OF PIERa- I 1 I y M I BEYOND (TYP.) Ln v0 I I ; I I FRP-1 T MULLION I II,, I T :' �A;:L:�ION ' 1 +/3 -C` --- - _ -" ----- -- i I \ �. I ;C) 4T,D ALIGN W EXTERIOR to n x I � " I � + a -J 1 ��- STOnc".t:RQ"1 BASE to � x UTILITY AND/OR DISPLAY �� "t1? F� NT ,1 E 0 (o�rn Dt a x c SHELVING-SEE SHEET Al Ix PLATE`-`' FOR TYPE, QUANTITY & I 1 ; IIII , A5 _/ r' \ �' :` LOCATIONS. PROVIDE I -I // BLOCKING AS REQUIRED O v'e ------FF!Ei►;Ai•!. ACTURED r I I i _,�. `� �, ALUM. SIS: IiY �tfho I I ! a AJ i �' I XA^`ECR- FINISH t!) I ! I I I" I I /� TO MATCH S.F. ��o d +� Cl W i ry `L o)m I I I \ I / lei • .. w `� °- SILL I , I > , I / \ ! w e� c� " I T/SAAB 1 Lam _ J Y r g .. ? > � i + 0 4 Q = c -Z - - - T/SLAB I I EL. O'-0" r Elam o c �, - 8?- _i---- SEE INTERIOR ELEVATIONS \ SHEETS A13, A14 AND �� c ~� L. FOR BASE TYPES. w -- q - _ r,� i'r EE STRUCT. FOR FOUNDATION _ - \ _ C, z U INFORMATION lY` ! 00 _ - z1�� , �. i I�- ii YET -��i--II x.Tr- I -�► � I r Ln Li -i B/ FTG. B/ FTG. � -- ----_- _ _ --- --- -- - ___ SEE STRUCK. SEE STRUCT. ROOF DRAIN j --R-10 CONT. RIGID INSUL AT PERIMETER OF FOUNDATION ASSEMBLY TION --CLAMPING RING 2 SECTI CSN 3 SECT ON S (_1_8`\� S C - ..... __e..__ _ ...._o__._.._... A6 3/4" -0" SEALANT 1 As / " - " Qs 3 4 1 -0 3/4" 1.-0" BUILT UP ROOFING MEMBRANE OVER R-30 RIGID INSUL. OVER 5/8" EXT RADE PLYWOOD -- Date 5/8" GYP. BD. OVER _2" SPOT GROUT n r , I 3,/24/'95 MTL STUDS 1 I AT ANCHORS AT 16" O.C. ! TYPICAL I I Drawn By KV9 00 - --- --_- 1 Checked By --- -- - , _ RC ' Iss�.�ed By HOLLOW - --- --- METAL JAMB - r� & ANCHOR ' . I _ Scale _ 2x WU.JUIST FRAMING- (SEE STRUCT. DWGS.) I 3; Job No. TYPICAL INTERIOR DOOR 2x WD. BLK'G _ `� \ ,-EXPANSION COUPLING 295u/ HE&U-/JAMB DETAIL A ' ECTION A s snit No PAr;lFir, HWY , 13935 BUP94-0336. SIT 94-0045 CONSTRUCTiON SET �- ,APRIL 19 , 1995 A MEC 95.0205 15 OF 49 MICRbOiLMED IIIII � I IIII I VIII I II111IIIIIIII I V III I V III 1 11 III 1 11 11 1 111 1 11 11411 ! IIII 1111111 1 FiAIfi— C. MADE IN CHINA I IN �re��wne 4" SPLIT FACE Bt OCK, POWFk 1c GA TA ;Afj AIR SPACE, 150 BUILDING �/ (1 PEF� P.O.S. UNIT). PAPER 112" EXT. GRADE PLYWD., 2x6 STUD FRAMING STAIN �/v TI Rp,�- C .� S.S. COUNTER �CTUNpr . (2) ?x8'n RIPPED DOWN -------- STAINLESS / » w/6" BL-ANKF.T INSUL., 5/8 TG BACK OF MM►iDOw -'FACE OF STUD TO 8 1 2 GYP. BOARD. ---- �'� STEEL BRACKETS t r ' � - �? � � _ FOR SUPPORT I f;; FRAME ( ... i A�l ,APF 3 FIXED SMEL �. C ' -- S IN BACK FOR L DISPLAY SHELF f '+� ; CABLE . BU FC,HER BLOCK _.__ __ & CORDS. _ \ T/ PARA-PEETA ---- v , 1"xt SWARE HOU FOR W n HARD WORE BACK-UP Cj < MOUNTING POST. cc _ I !.v _. • I co - - -4 ---- _- j I ---- - _ `T Ilk _ LZ PLAN � � Z j m >- o F 2 1/4" STUCCO OVER < I~ A OVER 1/1" PLYWD. -j I - - - ��• _ DETAIL C� I OE KICK QRACKET DETAIL 4 COUNTER SECTi �. N _ u 5�/ OHERF112 OVER 2x6 Wp STUD 2FRM'G ATTACHED TO 7 1 1 2 =�'-o' 7 ",i'__p• A7 3 4 1 G" _ W2x6 S"O 16 O.C. / » (t:3: / W/ 6 FOIL BACKED Z S �/� BLANKET INSUL. ---•- - - 4" SPLIT FACE BLOCK, AIR SPACE, 15/ BUILDING - PAPER 5/8" EX GRADE rr�� J I --------- gA PLYWD.. 2x6 STUD FRAMING 5/8" GYP. BD.- SEE VJ - _ I FACE OF STUD w/6' BATT INSUL., 5/8" GYP. BD.---", _ INTERIOR ELE•IATIONS O a HEIGHT VARIES Q � FOR FINISH _} m : ) i A SIM. - Ab ;IM. 4 SIM. B SEE 5/Al 0 _ ) A5 _ Rev;s,ona _ ! \ �5 Q H. PREFINISHED BY MILT_ TO 1 DRAIN LEADER- A T/PARAPET C - , R r8JOf1 1 CEOA@'Jllt - V » MATCH BUTCHER BLOCK TGP -4 2 .EE PLUMBING APRIL 19 1995 + 12 -1 - - I DwGS. K cr RAD _- ='�_�� __ CT-3 Y .. -_ �.�\ T/DECK.�� _ � 5/8" GWJ I % f O + T-3/4" r,OYC a IIY CLG HT. �, �� _��► -� ! -. ._ SOLID 2-x6 W.) HLO!'r. 'JG i' c'� j �I 1" A'F.' SPACE TO ` ;/8" Er .'RIOR C�ADC �--- - -•- _ : SUPPORT FOI' MONI IG.'. I �' ; PE KEPT CLEAR OF ANY PL'f ;TYP.) OVEIR � I EL 9 -9" i %' \ K f I BRACKET 1 : 'I -3i A." I �. MORTAR, DEBRIS OR 2.x6 STUD WALT FRAMING SUSPENDED ACOUSTICAL - F -- ! - r I �__ / -� - 5A OTHER OBSTRUCTIONS 0 '6" O.0 w/5 1/2" FOIL BACKED BATT INSULATION CEIL'NG ,. _______-- � �� --, �,. OPTIONAL ilk �_ _� * _t__� a _ i!�i SA / -- - AL UMENUtA a OR�:FRONT -AMING r,LG. HT. r �� w �JARK E)f20NZf: ANODI�'::E:- FIND H- '� T- i I 'r " --f- - -- !` 1" INSLILATE:.D GL AZING L C A r-� S E C TI 0 I� � �' OR N E R A T D r� � �r E TI- WA ' T .._ 1/2" PLY'�+VD. 5/8" GWBIF- 0 3»�1.-0" �A � 1/2"=-r-o" A� FIRE BLOCK•hv ' _--.-- --• - -T--- -•-- j --= �OL!D BLOCKING ® �" c C-ElUNG, TYP. --- I I j 1•/ FRAME AIR SPACE TO �/ I - f I + 8'-0 CORNER (TYP.) - BE KEP T CLEAR OF ANY �` ,,�► G.L BEAM I - / I " MORTAR, DEBRIS OR � 5/8 GYP. BD.- SEC OTHER OBSTRUCTIONS C.M.U. SILL T-U" SIM, M INTERIOR ��L&:VATIONS (TYP.) L I f FOR FINISH - IMS —J \A%j ~ QUBLE 2x STUDS /`"-0 I SMOOTH SIDE C.M.U. TYP. C.T. OVER 5/8" M.R. GWE ' A % �.____-_._______._ __ �SSMOOTH FACES I JAMBF) a O ALL OPENINGS (IYP.) AT ALL STOREFRONT OVER 2x6 STUDS O 16 O.C. ---- ! y / ► ' +�BEY(,ND) _._ _. _ I I I FRAMING (TYP.) a ' � `\`i �/ I 50-6. - � , ,;,;•,,, / � I --- READY .4CCESS, 131 SERIES QWER �'� ` � � { I ! - --COST^ SEALANT & - N ,- -- ! 'r� BACKER ROD >' ,iC �' - ASSISTED SLIDER WINDOW UNIT � I ti )� � # I w SUSPENDED tiCOUS'1CAL \ `� , ` - F K _ - - /I �, I 7 �C7NTAC1 NO.: (31?_)-:Sib-45. 0) t c ..__ I c < •I �I I I I �- -SHIM AT ALL STOREFRONTS 2 CEILING W/ HOLD DOWN I I I CLIPS —_ \ ; . ;_�'• , �;- _ j - I I I � ` (T-YR.j .2 7 ^. , -- NLiMP BOX PROVIDED w/5 -0" CORD d ; -- --... �" � � y`I ( ( I tJ, 4 Y ry C` IIT 1 i f i - --x. T - SPS., FACE C.M.Q. � •, � I I & 'vELGrt:1 TAPE MOUNTING TO WALE_ I A .. •-- PER MF"V S. INSTRUCT i.ON r �_ L �' w;.,4ETAL WALL TIES STEE:_ COLUTAN ._ _ - 'f Al* F' O.C. EACH WAY c- .� CLIPS FOR CORD FROM \ i � �-; ( Y �•) � • g =-X =�_ J -- BUMP X 4" SPLIT F.&C- C.M.U. � -- T N O •~i St C h< _ %/METAL WALL FIES %8" EXTERIOR GRADE K 4 eco ---------___-- —_J,. _ _ - - - --- WINDOW ACTIVATION A.. 16" O.!`, EACH PLYWOOD (TYP.) OVER -- - ---- --- ---_-- - _--- __ - I I -�---- n U . ON -- -- — —— Y �' 1'F'.) 2x6 STUD WALL FRAMING `�� I c- __ z"' •� ._ I .._ � - - - - O" 16Cr / L BACKED TT INSULATION Z � L J _ J SILL BLOCK - w ' 1 AIR SPACE TO �<sot0J- r6 8E KEPT CLEAR OF ANY 2 MORTAR, DEBR•S OR ~?a, -___•, ( __ . "' I OTHER OBSTRUCTIONS 8" (TYP. \ T/SLAB N i EL. O'-o" COLUMN AT DRIVE THRU q JAMB AT DRIVE THRU Ii r SLUE 3/4" CHAMFER TYP. 7 1 1/2'=1' - -- - R 0 1 / -1 0 " A7 • 1 1/2" EXPANSION JOINT - 4" SPLIT FACE C.M.U. 1" AIR SPACE TO I -BREAK METAL TO MATCH w/METAL WALL TIES BE KEPT CLEAR OF ANY - - M �r►I 1 "� � .r ! STOREFRONT SYSTEM 0 AT 1EACH WAYMORTAR, RI 6 O.C.OC. ACDEB DEBRIS OR INTERIOR & EXTERIOR (TYP.) -�--- OTHER OBSTRUCTIONS \. �- 6" CONC. SLAB - �-5E-E-STRUCT. � ' ..-•-(3) 2 x 4 B/ FTG. \ LOOP DETECTOR. SEE SITE PLAN FOR C.M.U. SILL.-- ., s 2_ LOCATIONS. PROVIDE SLEEVE THROUGH �\ FOUNDATION WALL. ----"--- - - - CONTINUOUS 1/4" \ \ s NEOPRENE AROUND . ` T ----SLE STRUCT. FOR FOUNDATION \ COLUMN TO SEPARATE INFORMATION � � - - ---- F)ISSIMII_AR METALS - � - • � / Ii - ,•- L:,te ---- STOREFRONT SYSTEM-- 3/`4/ q� / '- -- SEE SPECIFICATIONS & � '� 1 �I `' ----- --- - EX1F_RIOR ELEVATIONS -, ,% I \ E)F8'm By (IYP,) KCB g 1 hCked By SILL SECTION - RCT � A7 3/d• ,'-o• _ ,,/ `� issued By (BGE) ` 5/b EXTERIOR GRADE \ STEEL COLUMN' r 1 PLYWOOD (TYP.) OVER / 5/8- GYP. BD. - SEE 2x6 STUD WALL FRAMING INTEPIOR ELEVATIONS SCg� AT 12" O.C. w/5 112' F01 FOR FINISH BACKED BATT INSULATION 3/4"=I'- " SOLED BLOCKING O -- ---------- � CORNER (TYP.) r Job NO 10 COLUMN AT DRIVE THRU C01_UMN AT DRIVE THRU 295097IN PACIFIC H A7 1 1/2"�1' -o' A ' 1 1/2"�1' -0" - _ -Shee4C.,... SUP "033,3, SIT945t' I 0045 MEC 9;5-02051eOF 49 CONSTRUCTION SET -- APRIL 19 , 1995 A7 MEOW mMICH-O"'OiL ED l , lil , I VIII I VIII I , I , III , I E , III I hill i VIII I VIII I VIII I ' Ilillll I IIIIE ' illlElt 1 1.1BFR— G A& 4MADE IIN CHINA IN I A &0 -� - -4 Q5 5A PAF'AP 4 — - - — ,1--(\/-A5\-/11 I " EL 19'-0 T/ PARRET ( �--/ t f t 5A t 2 1/4' STUCCO OVER 1/2' LJ EXTER OR GRADE PLY SEE ROOF PLAN FOR 3/4'/ OVER WSTUD FRAMING !SB BUILT-UP ROOF CRICKETS - W/ 8" FOIL BACKED BLANKET \ j SHEET A-8 - _ 5A INSULATION \ / I / \ OPPOSITE F 2x6' WOOD FRAMING - _ _ _ _ /�5 TOP OF ROOF DECK I ;;•,;•;•::•� F ATTACHED TO 2x8'5 / Lu EL. 13 -10 3/4 ` T/RO�OF DECKI I A5 SA O 16' O.C. SEE STRUCT, I C) I i EL VARIES v 1 ';•I Q NOTE: .. :.'-'.'-:- Q _ PROVIDE 1/2' EXT. ... PLYWD SHEATHING O V - ALL AWNING LOCATIONS _ L CERTIFIED TRUSS JOIS -.',i n" 2x8' WOOD FRAMING FOR ATTACHMENT SEE O 48" O.C. PER TRUS ATTACHED TO 2X6'S ,� , - - - _ JOIST MFR. 011." L.C. SEE STRUCT ELEVATIONS TYP, / ` W Z PROVIDE BRACING PER 5B O 48'IO.C. PER TRUSS ED TRUSS S Y Q Z �— CERTIFIED TRUSS TRUSS JOIST MFR. JOIST MFR. 2 EXTERIOR STUCCO OVER t/2' - r - - - - '� PROVIDE BRACING PER JOISTS O 48' O.C. I _ _ TRUSS J015T UFR. EXTERIOR CRUDE PLMING > PER TRUSS JOIST MFR. -- 2 1/4' STUCCO OVER ON 6- F STUD FRAMING _ 1/2" EXTERIOR GRADE SA - _ (,) _ PROVIDE BRACING PER a W/ 8' FOIL SACKED BLANKET TRUSS J015T MFR. PLYWOOD OVER WOOD W Sq FRAMING INTERNALLY ILLUMINATED INSULATION 4 ` FOIL STUOBACKED BATT.6INSUL - Z V) SA - 1"- B/ CLC. n B�/C`G. '-> 'a, o, PROVIDED INS OWNER O E g 9'p _- -_ �(ZQQ¢J K EL. 9'-9' ; �,, TYP. WHERE SHOWN ' , - ____ _ . . -.__ _. B/ CIG. SUSPENDED - n K Opp, _- '� LL J ACOUSTICAL / HAND - - + 9'-9' (� Q CEILING // A5 \ AT SIM. COND. SEE `� Q I EXTEND GYP. BD. SUSPENDED 'y 'I I STRUCT. FOR BEAM REGUIREMENTS C� F ACOUSTICALI` 6' PAST CLG. TYP. CEILING ( v, 5C --- I _T/ MSRY / V T/ MSRY GLUE-LAM BEAM ?evlagna EL 8'-0' _ - - FIRE BLOCKING, TIAL. EL 8'-0' m 9/SOFFIT !k - 5A / t HF VIRIOn 1 rbgeGyn Y NOTE: DRIP NOTE: \ B/STUCCO T/ WINDOW ( I ARIL �. 1945 AIR CAVITY TO BE KEFE CLEAR OF ANY �41R CAVITY TO BE MORTAR, DEBRIS OR MORTAR. CLEAR OF ANY + B'-0' - OTHER OBSTRUCTIONS MORTAR, DEBRIS OR 4' SPI IT FACE BLOCK OTHER 095lRUCTI0N5 TYPICAL i TYPICAL ---�1 I ALIGN T/ 4' SPLIT FA-E BLOCK W,Lf` 4__� -�. i MULLION W/ T/ I WALL TIES AT 16' O.C. A5 ,K-� HORIZ. REINF. 9 GAUGE OF CHAIR RAIL (TYP.) ,i WIRE MIN. O 16' O.C., TYP. I* AIR SPACE I' 15/ BUILDING PAPER \ 2 PLLq 1/2" EXT GRADE ��' `• -' 1" AIR SPACE t •---( H ) YWD OVER 2X5 STUD FRM'C O 18' O.C. W/ °�'� :-j--- 15 BUILDING PAPER 1 . I r S. FOIL BACKED _ - eLANKET INSULATON I -' , 5!9' GYPSUM BD. ------_... �� PLYWDt OVER 2x6 STUD ! ( ' -I h '-�-i i� "11 FRM'G O 16" D.C. W/ 1 `r, � ! 6' FOIL BACKEDr11 ''� Su BLANKET INSULATION — -- STRAP ANCHORS W/ -LIP- \\\"`C�C�C�--- ` I i•" / OR "HOOKED" END EA. 1.77 CONTINUOUS THROUGH 1 "�` S.F. MAX., OR 16' O.C. EA. -�- T/ MULLION ` - - WALL FLASHING W/ CELLULAR WAY, SHALL TE INTO -� ,L WEEP VENT INSERTS AT 32' CONC SLAB CONC SLAB HOR12. REINF., TYP., PER --- 3'-0' I MD-1 / \ ON CENTER > SEE SERUCT SEE STRUCT UBC 3006,1(1) - 1 A -r 13 ( O DPP. HAND Q I I I All T/SLAB T/ SILL , CONC FOUNDATION _..- �SI As t O --. -'--'-- — EL O'--L_ T SLAB _ Ln - -- - -- -- — < S R rl CONC FOUNOA'('ON �- \ I SEE Sn2UCT / - '' I �,.. is SEE .,T JCT - CONT. Ei!RU L F v� 1 Al -•. - WALL FLASHING W/ v ' G CELLULAR, WeFP VENT I. IY � < _"6. n cj FTG. INSFR73 0 32' O.C. SEE STRUCT. �., B/ FTC. A - _ - R-10 CONT. K:GID INSUL W f o SEE STRUCTS - _ O THE PERIMETER OF N •i Ea,�.., R-1D CONT. RIGID INSUL ^SEE STRUCT. - FOUNDATION 2'-0' W ei�g R-10 CONT. RIGID INSUL O THE PERIMETER OF EACH WAY L) pFc Al, THE PERIMETER OF FOUNDATION 2'-0' Snv O EACH HDWA ON 2'-0' EACH WAY 2 SECTION nr SECTION _ 1SECTION 3/4" - l'—O' A8 10" 3/4' - 1•.-O" Afi 10' 3/4' - 1'-0' ,sl/2 p 1,L2; X —'l A r� • _ 2'-0'- _ OOTFI FACE C.M.0 5/8' W. BD.- SEE 4" SPLIT FACE C.M,U. 4' SPLIT FACE C.M.U. INTERIOR ELEVATIONS w/METAL WALL TIES SHIM O ALL STOREFRONTS w/METAL WALL TIES FOR FINISH O 16' O.C. EACH WAY 5/8' GYP. BD.- SEE (TIAL.) O 16' O.C. EACH WAY- (TYP.) INTERIOR ELEVATIONS DOUBLE 2x8 STUDS- 4' SPLIT FACE C.M.U. COOLER FACE C.M.U. O FOR FINISH CONT. SEALANT & SEE STRUCTURAL w 'METAL WALL TIES COOLER LOCATION (TYP.) STEEL COLUMN 2 3/4` BACKER ROD - O 16' O.C. EACH WAY 1' AIR SPACE TO STEEL COLUMN 1' AIR SPACE TO 5 XTERI BE KEPT CLEAR OF ANY 4 x T.S. TEEL COLUMN- SEE (TP.) /8 E OR GRADE 8 .S. BE KEPT CLEAR OF ANY PLYWOOD (TYP.) pyER MORTAR, DEBRIS OR SMOOTH _SIDE C.M.U. TYP. STRUCTURAL DVIUL- 1 MORTAR, DEBRIS OR 2x8 STUD WALL FRAMING OTHER OBSTRUCTIONS 0 ALL 2x6 STUDS- SEE FRAMINGI(TYP.)ONT �- -i' AIR SPACF. TO �I OTHER OBSTRUCTIONS O 18' D.C. w/5 1/2' FOIL ( ') STRUCTURAL DN'GS. 5/8' GYP. BD.- SEE MORTAR. DEBRIS OR CLEAR OF ANY (TYP.) LACKED BATT INSULATION _ OTHER OBSTRUCnCNS p 1 -0 w•'SETAL WALL TIES FO R FINII�LEVATONS PLYWOOD EXTERIOR TYP.) OVER - - - -- " O 16' O.C. EACH WAY ( ) Date r 2x6 STUD (WALL FRAMING `" (TYP.) DOUBLE 2x STUDS - 5/8" EXTERIOR GRADE 3/24, 95 AT 12' O.C. w/5 1/2' FOIL _ _ O ALL OPENINGS TYP.) ALL - _ / ' AIR OBSTRUCTIONS } .. PLYWOOD (TOVER _ _ 'E ( BACKED BATT INSULATION COL I ' ' � � M ' AIR SPACE TO +.. 2x6 STUD WALL FRAMING Drawn By 5/8" GYP. BD.- SEL' n /' I --- COL r MORTAR, DEBRIS ORCONT SEALAN INTERIOR ELEVATIONS b - - -- b b I I BACKER ROD T k BACKED BATT INSULATION Checked By 8 FOR FINISH _ _ .• - _ (TYP.) SMOOTH SIDE C.M.U. TYP. RCT - 0 ALL :89Ued 2x8's O CORNERS- SEE < <`JI ! �/ _I�. � � � -2' FRAMING (TYP.) � (r�j1 4 _ _ .-. _ ._. _ _ _ _<. _. -- -_ PLYWOOD RIOR GRADE STRUCTURAL DWGS. FOR - CONT. SEALANT k _ g QUANTITIES O EACH SMOOTH SID C.M.U. TYP. BACKER ROD Scale LOCATION (SOLID DOUBLE 2x STUDS ALL STOREFRONT - . 16" .- S BLOCKING- TIAL.) O ALL OPENINGS (TIALF.) FRAMING (TIAL.) 5 1/2' 4 1/2' SHIM O ALL STOREFRONTS 3/A-="-C- 10 (TYP.) Job NO SCORNER 'DETAILCOLUMN AT MASONRY PIER COLUMN AT CORNER a SECTION 29W97 A8 i 1/2' 1'-0' A8 1 PACIFIC MEf 950205 17lOOF F 4 499 1/2" = V-0' AB i 1/2" = 1'-0" 1/2" = 1'-0' Sheet NO T SUP 94-0336 „5 SI935- s CONSTRUCTION SET - APRIL 19 , 1995 A8 IIIIIII VIII VII * 1111411 ILII ' ILII LDj jP Gl" IMADE IN CHINA yl I Y I ■ d I ■ ■ IYPICAI. WAII FLASHING: P 26 GA. PRFFINISHE:D GALVANIZED SHEET ME. IAi. FLASHING WIIH 'S' I.AP ' JOINT'S AT 10' --0' O.C. MAX., OVER 151b. BUILDING PAPER. la _ r :,•• >- '' .__1 ' I T T�PARAPET-- Ei1l.GU f (PE 1 I f HATCH 2'--6 ' I z j I i 1 � I •, � -ROOF DECK AR: 1 _ l ----- - - ------- VARIES _— CRICKET -TRUSS TOP CORO W T "ROOF G`E�'ri t 16 _ ��=Q-- __. ._ ' (F. ROOFING BOT OF TRUS S� TRIM T l Ac IFLATIOt� - , 1 S1 J 1. .. r -r•rr 1 - "7-T7-fTiTr t7"r rtY' ♦ 1 r7-r ' TOP OF %MAN Ow _3 -11' �-.,(2) 7 x 6 I '. /'/VERIFY VERIF� �� OUTLINE OF :J r �; 1 ELFC. PANEL < < 2 x 4 O 16" 0.C. 2 x 4 TYP HANG FROM O 16' O.C. , i RUNGS ROOF STRUCT. I 7" 2' F ' • T �'$1_AfB c ___._ ----- -- ��� cwt TYP O = ,a -r' �LSLAB - --- -- ._ _ _ ZE:- LL ..t .. - -- -- - -- -- -- - --- - - -- -- --- `,�� . • STEEL LADDER '-, vl � Y- :-- --- - - - - - _ _ - - - _ - - - - - _ _ _ _ - - - -- - - - -- -- - - - -- - - -- -- -- - - - - - - -- - - - - - - - - - - _ _ - '- - -- - - - - - -- - CAL } ' SUSPENDED o � I I o UI (;EIaU,NG m BUILDING SECTION �' I +I ,_I A8 Re�18aorls i .^,�\ 30" DEEP TRUSS TYPICAL ` I I r•I Revision I CIo>�Ut `/ F SEE STRUCTURAL 2 �_-�—CONCRETE APPL 19 1995 FLOOR – -�__. -- —..._. _ --�-� _ ROOF S C U T T L E DETAIL _ — T/CrWiNG T ECK TaE�__ 14' _-T/ROOc_ DECK_— ---i --i - -- -- --r----i- r . 14'-1:1" Tl'ROi�F CE CK IHIG► POINT" \ /7� .1� / (HfGH POINT) /RC# P, CK 'LOW PO;.,') \ �VARIE`; `SOUNOXSfS E +. S ArE_-T BOT O iRvSS i 1 / i' / �- JL... \ •.- \-- '�-- .... - - DISH PROVIDED & } \ SOUND S�5TE1+! SA.fEr IT: INSTAtiEO BY O*HERS 1 ICONTRACTOR SHALL PROVIDE (1) 1 1/4-0 CONDUIT W/ WATER TIGHT PENETRATION & /� WEATHER HEAD AND ROUTE i TO OFFICE CEILING PLENUM. Q I I I \ CAP FOR FUTURE IN5TAL._d'.7ON a I BY OWNER r I D.C. 11 ---•-CRICKET^-5/8" CDX EXT, GRADE SLEET-FIRS t�24- CC.ON 41/8•/ t!1 FOOT MIN. SLOPE w I i I 1 OR RiOD INSULA�ON Q I rR?v oF. 1/'!' MIN. SLOPE o 2 I _. _--_.._,---_. ..-.____. . � _ ___T'_7 .-----rte,.--r- —�-s'---- - - y�-r• - ,� `� � e - PRODUCE rCOLEP, to CHICKEN t::0f31_CP PF c X�+A(!ST e ' 14 f ILI ("� _ /-`� ! ` C4e�RESSOR 4 n.OE FROM HOT 'NA-.ZR • < OW-S. HT. 1=-•2. Q i 2 1 F.B. ANGLE �' ` -----ROOF H<TCH N 0 3'-8" O.C., MAX. VENT FROM KITCHEN � � � SEE 2/AS Z R I o 1/2'Ox4 1/2' TAG SCREWS GAS PIPE TO ROOF" $ f � -- TOILET ROOMS Q o o c TOP DEVICE , 1 VENT FROM U �� e � 3/4"0 STL RUNGS O 12" O.C. GREASE HOOD _ CL CL IIS 3/8" x 2" FLAT FEAR EXHAUST--. ---_ , r 1 WELD RUNGS TO I TOILFT 42 A9 I, FLAT BARS, TYP. C ---- I PENETRATION DIAM. r �. - SLOPE 3' EXHAUST M. p ' 13'-10' A - I MECHANICAL - - 26 GA. G.I. FLASHING -� ` i EQUIPMENT --___._._.__-_ � � Dnp j Y� J _FINISH FLOOR - --- SET IN NUN-HARDENING _ i f D.S. ---- - WD, BLOCKING _ I , oma , COMPOUND BEDDING -' OVERFLOW I T ECK � • � 1"X1/4" DRAW BAND PE D)TYP. - o RD �- `_-� OUTER 5 8 ROOF 13-11 112 �- p CLAMPING ( ) / ELEVATION 5/0 EXPANSION BOLTS T- -___ ___. _ Imo'= i ONE PIECE SLEEVE GRADE PLYWOOD (� -- BITUMINOUS BASE FLASHING FLASHING -�}IOOD & VAPOR BARRIER - -- 3 8" X 2• FLAT BAR `— - -- II rSALAD CASE -` PROVIDE CONT STRIP / z - 1 COMPRESSOR -f� AROUND PERIMETER z - -- PREFAB. MTL. CURB DE:SIGED SAME WEIGHT OF MATFRIAI_ * - 3/4'0 O 12" O.C. TO ACCOMMODATE THE r;"_M -� AS FOR ROOF PENETRATION EYEBOLTS FOP, TEMPORARY SIGNS ANTICIPATED LOADS IISOLDERED LAP SEAM-'�`� - I COORD. NTH OWNER FOR SIZE & __ _-1 - I LOCATIONS.- I IIIN _. . . - -- _ _ _ CANT STRIP _ , t _ ` 1~+ , ( Fl.D.� PIPE (TYP.) —— + --- COORDINATE FRAMING TO +� - _ .. _ -_ _ - .. �[ Date - - - - ANCHOR LADDER INTO - - C - w - - - - - -�_ .._ _ �__. 3/24%95 Z SOLID STUD , -- - -- --<- _ - - - - -- _st �n z � --- mTr�T>_�7ZZ22: ,�: --- — o� z W° -- r'I_YWOOD DECK _.-� -- -- Draw) By TRUSS JOIST ROOFING-----..- -- - - ----- KV8 p 2 a � i I '� ;nlz � _- I _�F.Ir�TR�CTURAL -- -- ! j ------LANOPY (TYP.) Checked B — r m \ PLYWOOD D ON / I y WOOD JUI �r_y ECHANICAI_ CONTRACTOR & RC-, MECHANICAL CONTRACTOR do SEE STRU.(`TURAL ROOFING CONTRACTOR TO ROOFING CONTRACTOR TO DRAWINGS __ _ COORDINATE EXACT SIZE'S � /// \ l Issued By (.BC#) ALTERNATE FRAMING (2) 2x W/ - -- COORDINATE EXAC"f SIZES FOR ROOF OPENINvS FRAMING' ANCHOR.; EACH ,IDE FOR ROOF OPENINGS I T/DECK /DECK --- - _ 7" 81-OCKED OPENINGS, `-fi#=��'- 1 13-11 t � `��ie WELD FOOT RAILS TO AO '4"= '- SEE STRUC. SHEET S8 I FLAT BARS, TYP. �OIJ NO PLAN 7 ROOF PLAN --_ 295C %7 A9 NOT TO SCAI_F -- _--__ 4 LADDER DETAIL_ 5 - ROOF- CURB DETAIL. b ROOF PENETRATION RATION DETAIL NORTH Sheet No. A9 1"=1'-Q• PAr!FIr yyyy 13935 A9 I 1�2"-1' D" 1 1;z"=1'-0. CONSTRUCTION SET -- APRIL 1 9 , 1 9 9 �► g 811109"336. SIT 94-0045 MFS yc 0205 18 OF 49 F 0 19 MED IIIIIII II111 I VIII I I + VIII VIII I c II I tlL III I VIII I IIIIIII 11611111 I IIII1 FIAI'R- ([.ASE 4 MADE IN CHINA IN 1 I - WL./14YIWY1• ,C.YP. Br). OVER 3 5/8' ►ITL STUDS O 18"O.C. W/I':Rr,SS BRACING O 32' O.C. I SUSPENDED FRCM STRUCTURE , / ABOVE, '.SEF B/S4 -__-------•---_.--- _ . -----.—__ -------------- =TlaT naz Rm. cizsssamtun znzsx5nrraam a rt�n rtrm cera^ _ —_..._..._.__._ __ ET PROVIDE ADDITI NJAL ! MENU BOARD LIGHT(ADT-3 BLOCKING AS REQ'D---- AT I GYP. BRD. CURTAIN AT-3 {` -� ► WALL SUSPENDED i d I MD-2 I t FRGM S ERUCT. ApOVE 1rIENU BOARDS AND C-/ � I N SUPPORT BRACKETS [� Q >� BY OWNER & INSTAU_ED I C[ SEE 5�AIIO I BY G.C. � Q EXHAUST HOOD r . \ - SEE HOOD DRAWINGS I SEE SH A2 FOR DIM SEE SHT A3 FOR DIM V . .._.. . . . `. I SEE SHEET A16 I I- _- - -- - -- -- --I- -- - - -- - - -I . �'- I FOR MILLWORK DETAILS I SEE 5/A110 � / x 11 / , f' �, � I �1 CASH COUNTER I I t r! a W IL ! I I I ;;\�x, \�� Revos0f1 1 OoseC P I I BACK I I I _ I I I I t l I I `\'�` - APRIL X� '945 COUNTER I I I f I I I t \`. �`'ti`''\� t• I I I I I I I I I � ' `� •`���\� i u .�..�..__+ 'iJ.__.._._—_-..-.._-l_f--'-.....__.-.__..... . -- ., .. .-_ _ / A J / .�•.._. .-..+emee-z:sa_. 11 � II esar- •,ws,rxr.rrvec.,•._rs>sr:.Ts+ m.� I-._. ._�-_ r�eor-r_.•;. scc-' - 3 f.10 SECTION 1 SL. C. TION 10 EXHAJST FAN SEE MECH. �r SHEET M-1 _ r' V' , � ... CURB FOR MAKE UP AIR I I ( i SEE FINISH SCHEDULE UNIT NOT SHOWN I I I 1/' FOR TILE SPECIFICATIONS �--- WALL CONSTRUCTION I I Z I I -SEE PLANS. L— — --- -- - I t Z '� x i � '�� n I i METAL FRAMING OF BUILT-UP ROOF j9 NAX DISPLAY CASE r I I V OVER R-30 RIGID VENT, TYP. RGO CURB I , I >a, INSULATION OVER \�. ; zI I ) il 26" HIGH �• f _- 3/4 PLYiNa. DECK I � I - 1 SEE DETAIL D3/A18 FOR I M-1 �i ! } /_._____ CANT STRIP & FLASHING , DETAIL MILLWORK SKIRT 2x6 W/SIMPSON __, 2x H'D. BI.00KIN^ HANGER EA ENC FASTENED TL, M7t_. "I�' � /r ' • A-35 HANGER O 16 G.. c - TRUSS JOISTS BEYOND FRAMING. rid 11 CONT. 2x6 WD. RUNNER CT-5 _ c fff , •R r- CT- zz �f r''`- / 1 / "•' 1 • ' , I - .` ^ /\\ . CT-4 .K W y' C:► 2x4 O ?b O.C. -- I { / N • S".= 3 CT-1 CCT .2 20-2 c I � caoa Z - f STEEL ANGLE 1 _ CEILING HT. ® 4'-.-0" O.C. "" •� \ / �--� ', CURB DETAIL � SECTION AC. PANEL CEILING --- I 0. A10 ., ._ 1 'r�_..: !..._1 _l_ !Vii__ STAINLESS STEEL FILLER j _ _ ! PANEL :2:)�. CT-8P WELD ALL AROUND -�-- + � - GRIND SMOOTH t' --------1-HOl1R RATED SHAFT LINERL�� DBL. LAYER 5/8" SEE MECHANICAL DRAWINGS G WB TYPE 'X'/ I EA. SIDE ---_-_---_.___ —_ HOOD, SEE SHEETS HV-1 6" RADIUS CT-7 & HV--2 FOR DETAILS I I 8" 64 GA. STUDS AT 16" 0 C EXTEND STEEL STUD TO DECK AT 48" O.C. _r ' I PROVIDE STAINLESS STEEL OVER 5/8" TYPE GYPSUM BOARD, EACH SIDE --- I -- j I I . I , l q, 0" (TYF.) I �, ( Date 3-2'4-95 i I � KITCHEN EQUIP. �- ---- _-- _- I �~-- 1 3/4" PIPE: RAIL y 5 TI L E LJ E T r1 I - -- -- KVB - _. Checked By RCT I I I I TAG NOTE KEY Issued By (90) — - CONC. FLOOR SLAB ^-\ ---------------- r -------.-._--- -- I r -= ---- I SEE PLUMBING FIXTURE LEGEND, SHT. A-11 kale AS SHOWN SEE INTERIOR FINISH SCHEDULE, SHT. A-12 JOT` NO. I- DRILL 2. 3%4" DIA. HOLE 5 DEEP L -! J PI EXISTING CONCRETE T. .,ET PIPE IN SETTING CEMENT. o _ _295097 _ ' (FURNISHED BY � SEE EQUIP. SCHEDULE, SHT. A-?. 7 RAILING DETAIL GENERAL CONTRACTOR) — ,�_ sheet No. ONE — HOUR HOOD SHAFT T - _ . _. CONSTRUCTION SET' -- APRIL 19 , 1995 A10 A 1 G N.'t'.5. PACIFIC HV11Y , 13935 BUP 94.0336, SIT 94-0045 ,�,.. MEC 95-0205 19 OF 49 MICRboiLMEP111 : 1111 Il ! II 111TH 11111111 11TH 111TH 111TH 11 � I I Ill � I I ill ill I IIIll 1111111 1 FWR- (;(.Am 4MADEIN CHINA IN 1 1 PLUMBING FIXTURE LEGEND CON IINUOUS .____ � =- - _ -------- . - ._ . TAG DESCRIPTION MF GR. MODEL MAR "U" SHAPED CHANNEL _- - / -_ _ KS TO CEILING -- CONT. CLEAR TO CLC. � P.E' , SILICONE SEAL. VITREOUS CHINA LAVATORY - AMERICAN STANDARD +� DELTA 523HDi `_iN(.A.E (EVER SET PIANS (TYF'.) �"'�- W FXPOSED ARM SUPPORTS 'LUCERNE' 0 SHEET Al L_, / (ANTER MIXING FAUCET G G X0356.028 WITH BALL END HA.NDLF_ & AERATOR I LINES OF WALL NOT --� VITREOUS CHINA CADET TOILET: AMERICAN STANDARDS FEED CONNECT TANK/BOWL SHOWN FOR CLARITY C_ ELONGATED SIPHON ACTION 'ELDERLY NEW CADET' COUPUNG SYSTEM G.G. G.C. REVERSE TRAP HOWL, CLOSE- FLR. MTD•ELONGATED "5 KGYP. BD. V / COUPLED FLUSHOMETER TANK. #2168.128 4 - . I VITREOUS CHINA CADET TOILET` AMERICAN STANDARDS SPEED CONNECT TANK BOWL MIXING VALVE------- I � ' '� SEE PIANS I ELONGATED SIPHON ACTION SHEET AlC-- "CADET" FLR MID. COUPLING SYSTEM G.C. G-C 1 SUPPLIED BY FOR END REVERSE RAP HOWL, CLOSE- ELONGATED T01LET rJ PLUMBER •'i~-�"�`� fRP_S FOR HEIGHT WALL CONDITION -~ FRP-1 COUPLED FLUSHOMETER TANK x!2292^203 - PROVIDE 5,'R" PLYWOOD " - �p� a' a SEE DETAIL 2a - S SLOAN: ROYAL 186-1 -- 4._. THIS SHEET VITREOUS CHINA AMERICAN AMERICAN STANDARDS BACKING AS PER �'` °' - I U-1 STANDARD: TOP SPUD, WATER 'TRIMBROOK' (T( SPUD) G.C. G", rj WALL SECTION B/A- 1 �- c � � --"'- _ SEAL_ PERIMETER OF S.S. SAVER #6�01,010 SKIRT W/ CUNT. CLEAR _.-=- 1 SILICONE SEALANT (TYP.). TERRAZZO STERN-WILLIAMS �._. MOP SERVICE BASIN PATB-2424 SS_2 -2 BULLNOSE - B` G.C. G. -.. ...- \ / _ UNE OF BASE 1 1/2" DIA. STAINLESS STEEL BOBRICK STAINLESS STEEL, SATIN (� W z BELOW (WB-2) CIA-> GRAB BAR (O HANDICAP HEIGHT: #B-6206 FINISH W/ CONCEALED G.C. G.C. d ",EE PLANS 33' A.F.F.) MOUNTING � ? a CLEAR SILICONE SEALANT ,� I I `� SHFUT Al AROUND PERtMITER OF p ^� TOILET PAPER DISPENSER BOBRICK STAINLESS STEEL. SATIN - C� MOP BASIN (I)-P,). �`� I a 6857 FINISH c BULLNOSE OA- G.C. G. O PLAN DETAIL 0 Cc ._ LINE OF 5/8" 1/4' POLISHED PLATE GLASS BOBRICK STAINLESS STEEL, SATIN co LLMIRROR W/ 'J" TRIM #B-165 2430 FINISH w/WD. FRAME G C r C V J LL WONDERBOARD ISOMETRIC VIEW OA-10 2A.F.F.A.F.F. _ 24 W x 30"H O u N.T.S. W ---- — -__ MM Z CL ..�. [' { CORNER GUARD PLAN PAPER TOWEL DISPENSER BOBRICK I STAINLESS STEEL., SATIN ISOMETRIC VIEW 2 C O R N E R GUARD D F TA I L r� A-- #B-262 I FINISH - SURFACE MOUNTED G.C. G.C. Revs►cx+s f A11 AS HOWN A11 AS SHOWN M O P BASIN DETAIL_ SOAP & DETERGENT BQBRICK SURFACE MOUNTED A11 N. S T. DISPENSER #B_155. A-- G.C. G.C. 4PRiL 19. tom: COMBINATION SANITARY NAPKIN A.TCO SURFACE MOUNTED I\ -A RECEPTACLE/DISPOSAL BAG #J1791 + G.C. G.C. CONT. CLEAR I �\ FRP DISPENSER SILICONE SEAL I ---�����'' L ._ - - --- — -----� -- -- I - BEHIND & AT TQ!i.ET COMPARTMENT BOBRICK ct OOR MOUNTED EDGES -- -- - i a ��� I..A.MINATE PLASTIC EDGE I #1042 I w /STA;,v,FESS S"Ef-L PR 'vACY SEE PIANS \ I A-•,7 ' G.C. G.C. FOR H Al I- ' iOL-1 I � - ---- -_ LL�CK:i tit ASSOC. HARDWARE FOR HE1GH`: -- �� ,. Owe - ! WASTE RECEPTACLE BQBRLGk ! a�!RFACE MOUNTED , -f #R--271 I G.C. G.C. I THICKNESS OF WALL � / � I TOILE SEAT DISPENSER I BOBRICK SURFACE MC'UNTED VARIES I /-/I'IW� l A- j JB--221 G.C. G.C• k. . .,� r,lt/', haTL i BULLNOSE ALL FIXTURES LISTED ABOVE MAY BE SUBSTITUTED WITH APPROVED EQUALS. or PER LOCAL. CODES."' 2A U — SHAPE CORNER GUARD DETAIL `A11 AS SHOWN Ii P 1 ;•-' j � '* w �-t--' - ' WC-4l WC-1) (1) 2 1/2-0 PVC a a W�_l 'NC-1 �-' -� SCHED. 40 PIPE U c C4 � �..'� T O c e ROUE FROM BASE r o OF CABINET BACK A t TO CO2 - I # .oIon �a FR019uE 8!OGK!NG496 1 $ c • n< !N WA_i.. TO SL:PPORT t - --- --- �y � ( g (GRAB BARS- INSTALL � _ �A / ,� A� `A/% �� � .�i I I �:.����._ _ — O � ' ' a I Y ✓ - _ o PER l(k:A�. CODES I ,� �};• "� � .-- �� � � �..' -- ,r ` �--T _ --T_ r a 5 �o 300{! SUPPORT A- /� A- A. - (� -,-.- . I{ -)� J - 00 'L`4 / --- I r, r <.4- .` T_ _ j {?) 2 1/2"d PVt; I i ' - T \o e v a < H-4 � ` ACITY ~� / -� - -� � rl � � �"�/- Y ,- t - -� SCHFa. 4Q PIPE % ¢ ROU TF FROM BAS ELEC7T;ICAL FEEDS I, N :% \ I E I SEE ELECT. DWGS. I Z •; Q _ OF CABINET TO 6 I W ; r,Id AL40VE FIN. CEILING L_ -- - _ - _ - - - - FOR FU'1URE CO2 LINES FROM - - =0 REMOTE BAG-IN- I TANK <o 5k:/ BOX LINES.- I _ A_ i I _3/4" WATER SERVICE ii 1 HUB DRAIN ---} _ L-1 CT-4 WB-3 CT-4 WB-3 yyB_� `\ ` SE PLUMB. DWGS. (BEYOND) yC_ � � WLR-3 C7-4 I �', SEE PLUMB. DVIGS. PROVIDE CONT. I - ,� --- 4A ELEVATION 46 ELEVATION 4C ELEVATION 4D EL_EVAT! 0"J PERIMETER — — — J ---- WN ����� 1A 1 1 A l 1M @ A 1 1 SEALANT. 4f A11 _— -- — — — _ NOTE: i COORDINATE A- I INSTALLATION OF PVC "--'- LINES W/ PLUMBING A- C- 7— '^ A- PLAN P-1 1 . ,�- - U-1 �_ ---- _ r- � „oEM mm .� --- - A- A— SECT . AT 'SELF SERVE COUNTS r 01 dALL 7_77- r r ® A_ t A11 A— FD ` - A- ate 0�c) - • r - 3-24-95 I - CY) M - C-4 10 A- _ A- A- t ,�� - _ _ K vB _.__�.. - :.'necked By 42" L-1 A- /A- ,A- A - WB-3 CT-4} WB-3 CT-4 WET-3 CT-4 WEi-3 CT-4) RC- --- \� A- A� \� +__/ By ~;BCI) ,sued PARTITION NOT SHOWN FOR CLAR TY 4 WASHROOM PLANS �� ELEV,�� TION 4F ELEVATION 4G ELE `✓ATIONH ELEVATION Scar - \Ai t '/4"-1'-G. , All .....� All 1/4•-'•-0-- _ �IOb No. NOTE_: �5/"vS7 MOUNT ALL TOILET ACCESSORIES __ VV.•�� _ PACIFIC HWY , 13935 IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS Sheet No, BLIP 94-0336 SIT 94-0045 AND UNIFORM BUILDING CODE' REQUIRED HEIGHTS. MFC 95-0205 20 OF 49 — CONSTRUCTION SET --- APRIL 199 1995 All MICRbOiLMED 1 I � I � I � I I � I � I I I � I � I I I � I � I � I I � I � I I I � I � I I I � I � I I i � l � l I I � I � I I I � i � l � l I I � III III � III I1B x CLA&4 4MADE IN CHINA IN 11 1 5 I TYP. TYP. CT•-144 CT-2 13 TILE TO RUN INTERIOR S CONTINUOUS'O (UNDER -,__. ----.., ---•_._._. ._--- - -----�- r-r - , ,• 4_1 - -� - i -- - - (`BONY) INTO VESTIBULA_ A 1 . _ r I r.. 14 t -1 i �- + } ._t.. ._+ -- - - - - - t T-1 T- I. _ .. . . . . . . .. c c 2 r CT-1 C T 2 I 13 I s ,_ . .. _. ... - _r r qt Z_ . ._. __.__r___ I In it i _ LL KG/ALTZ S CC - Ly ILL _ - - t� CL . ptl r , ....�y� -� ReviwoltcT=� DINING _ I - - - - ; Revision 1 �k�aP�ti a ._ . . 1 - - - - - I ;-- + - APRIL 19 199` - - - - — a. um i, I44 ,_, �" I I I '-I -,• -t _ -��- I � :. 1 'i' 1 �— - _ —I_t_�--t}.i..- I_ _.+ _.. 1 ' �-1--� �._ N' � Ill _.j _i__ I R I �4 . . . _; ._r._ � +-t-�--, I. I. - '_ .r --I--a-- -�-+- -•}--►- :I- -- - -�- '- -,--1--�- --�- �-' � - �� t_.�. .�_ ._� �' � 1 �.—_ � �i 7 J ' T� t✓0�r }� I f —1 - +_-i-.' ..._�.._ .T I I -.. _ l_1-. i _ _ -a L--J._-, I ; •- / `� PLI /RE D ' .,. I I l� --`•-+_ � r a.; ;..� . .. -- j- I r ,___�. .. I _t--!--r_ L. � I I I 3149 I _ w+T# - r t -r- I - r /� ✓. _ nu - - - - _ � , OF C� . till \ I; I it I'I -- - L1fa rl�jj , jJ I - - _ _ - - lv INSULATED T I - - - r-r-I 4 r'L J_ - - -I- - I �L-.�1 t-} _ � p ' �t'?II i''li I? ►�- -4 �OOR a: RAMF +-t- - --r T -L. -,-�-}.1 'r �•�--{-I•!--,-•-�- I � --1-1-- --+- I �_��}� I ,I ±' 11 \ , � - ■ I (SEALLI) COP�C' �I-� _ I Ill il.{Illillll� + �_I I I- �_,I_I_j�l _�� - 1 {� I I I -T-- —» 0 _av c II � � - 1-T - r - - _ - SLAB BELOW), _I J ( ' ' I �--�-t-�-t-�- I -f'j }- _ _ c \ Ir I ��' 11 I I I SII 'il III;I I ' •1': • `% ^ r� ,�� - - - - ' ---1---+-- 1 -� � I I � I ' I•-+--y�...f—._-f-,I_ r U� ,, � � ;,.II II' I II' 1 - I IIS I � •�T �r -1jI -1 j. �._� I- �- I� IIT 1 _I�- _ _L.-�._ -- - --- - ' ' t _ I L C�V� 1�• I II I;'III` 1P I,'I!, I.t'';I i I I I I i -`�-- 1 •y yam; --f..-a--• T..i-i..w.-�.. -i-_ - '�_•— -1-�--� a" -T _ '.T_.'^_ II I� It l �l�lll ILII , I I I I I .. 1 -$ - - - - (CT-21 QCT-1 t7f-2 R " ! T TYP. TYPE_ i 1 YP. TYP.�- _ -- �+ N . a1 g".: -L I W • 4 Qo `or FLOOR FINISH PLAN 0 1/4"=1'-0" NORTH TAG T1L_c, DES^•RIP IION LOCATION TAG TILE DESCRIPTION LOCATION TAG WALL FINISH DESCRIPTION I LOCATION TAG WALL FINISH DESCRIPTION LOCATION - TAG MILLY,ORK FINISH DESCRIPTION � LOCATIOt1 - AMERICAN OLEAN QUARTZ CRISTAL PORCELAIN PAVERS. 5 DINING\y AMERICAN OLEAN S37ZLE STRIPS GLAZED WALL TILE #E6101: #'49 KITCHEN\ GLIDDEN #3848 (BLACK) GLOSS INTERIOR LATEX ------I-PIPE RAIL MARUTF FIBERGLASS�REINFORGED PANELS P-i00 (WROTE) KITCHEN SEIECT'•OR BETTER NORTHERN MAPLE BUTCHER BLOCK c 1,5"T TA(31ES\ t 4 `� i PARANA 18" SO. UNPOLISHED ^NI SH w/AMEF^,AN OLEAN#2 G15S RETAIL GLOSS BLAC3's FLUTED 6"x1" GLOSS FINISH w/AMERICAN OLEAN FOOD PREP P_2 RP_.I TEXTURED FINISH- U.� MATCHING HEAVY--DUTY _>EA�IS de CORNER WALLS 1 wf0.25 R EDGE- FACTORY APPLIED S-1 SHELF (/'� (CT�1 SANDED STERUNr, gLVFR GROUT (1,/A' JOINTS FLOORS CT-$ IiNS/4NDEG SHADOW GREY GROUT (DESIGNER 5EI?!ES) (1 /8" JOINT) WALLS �� � GUARDS AMERICAN ()t_EAN XARTZ CRYSTAL PORCELAIN PAVERS: JOC81 DINING\ AMERICAN OLEAN QUARTZ CRYSTAL PORCELAIN BASE fS44D9: DINING BASE GLIDDFN #50YY47/053 (GREY) FLAT EXTERIOR LATEX - EXT. SERVICE INTERMODE WALL MURAL (PROVIDED BY OWNER): FROM 3'-0" ~A.F.F. DINING WALLS CHAIR RAIL MOLDING AWA (10541 (7/13'x3 1 j 4")- FACTORY I DINING\ _ f PAMIR 16" SO. 'JNPOUSHEI; FINISH w AMERICAN OLEAN #25GI 5S RETAIL #QC65 PARANA 4"x16" BEVELED EDGE" STRIP TO MATCH CT-1 4C. DR. do JAMB TO 10'--0' kl.F. - SEE FINIS►; PLAN FOR LINEAL. FOOTAGES- APPLIED ' -1 I RETAIL AREA P CT-2 SANDED STF.RUNG SILVER GROUT (1/4- JOIN') FLOORS - 1 CT-2 ALTERNATE: AMERICAN OIrAN TERRA PAVER PORCELAIN P-3 DOWNSPOUTS M-1 CONTRACTOR TO APPLY SEAL COAT AFTER INSTALLATION OF MURAL MC_1 BASE #S34C9T: 4"x12" SANITARY COVE BASE — MISC. ITEMS - — ,-_—� - -- 1Date AMERICAN OLEAN OUARFY NATURALS TILE: fN22 BURNT SEQUOIA KITCHEN\ AMERICAN OLEAN QUARRY NATURALS BASE #Q-3565U: /N22 BURN KITCHEN\ L,'L!DDEN #30YY79/053 (WHITE) EXTERIOR LATEX SATIN EXT. WHITE 24 GA. STAINLESS STEEL WALT. PANEL (LAP .101NTED) COOK LINE CROWN, MOLDING AW #2551 (1'x4 1/4")- FACTORY APPLIED S-1 ! JiNING\ � /'95 j- WAIL RETA!L AREA 03, 24 BLEND 6" SQ. UNPOUSHE.D FINISH w/HYDROMENT #384 CHAR FOOD PREP\ SEQUOIA BLEND 5"x6" COVE ROUND TOP TO MATCH CT-3 FOOD PR.P\ D-4 SS_1 CT-3BLAC GPOUT (1/4" JOIN1"j RESTROOM OFFICE BASE � (� .. .� Drawn By FLOORS K VE AMMCAN (xFJSN BRIGHT GLAZED WALL TILE: /O5 POLAR WHITE KITCHEN\ AMERICAN OLEAN GUTTED WALL BASE IFA3601: #05 POLAR WHITE RESTROnM GLIDDEN #4520 (SAFETY RED) SEMI-GLOSS INDUSTRIAL ENAMEL. EXT. RED 18 GA. STAINLESS STEEL WALL PANEL (LAP JOINTED) CAN WASH W1LS(NJART PLASTIC LAMINATE: 157;5-6 'FROSTY' WHITE' IOFFICE -------- 8' SQ. GLOSS FINISH w AMERICAN OLEAN UNSANDED SHADOW GREY FOOD PREP _3 B" SGL. COVE TO MATCH CT-4 BASE WALLS L-1 ALTERNA ': f OR�AICA /933-58 MISSION WHITE' MATTE FINISH I TOILETCASERK\ Checked By CT-4 GROAT WDE3>';NER SERFS) (1/8" JOINT) WALLS WBws 6P_g SS-2 PARTITIONS RCT sNOTE- SE F4Mf►--05 POLAR #MITE BULLNOSE TRIM AT TOP _ _ _ �-�_ - _ ___ � :- AMERICAN OLEAN BRIGHT GLAZED WALL TILE: #•9 GLOSS BLACK KITCHrN AMERICAN OMAN GLAZED WALL BASE #A3601: #99 MATTE BLACK FOOD PREP GLIDDEN #W.8 (BLACK) FLAT EXTERIOR LATEX `-- CURB AT — 14 ("A. BRUSHED STAINLESS STEEL MILLWORK _ FiONitTr PLA:�11C LAMINATE' �IG041 'ASH FIESTA SUEDE FINISH CASEWOF2K ISBUed By (90') AMERICAN 0. Gt_O!S FINISH %t AMERICAN OLEAN UNSANDED SHADOW GREY FOOD PRP 6" SQ. COVE TO MATCH CT-5 BASE � (0-6� DRIVE-THRU SS_3 I__.7 CT-5 ^,POUT (DESIC;FIER s,` S) (1/8' JOINT) WALLS WB D-4 "/ .NOTE: USE #AM9-49 GLOSS BLACK BULLNOSE TRIM AT TOP SCAM �TAIAERICAN ULEAN SATINBRIIES GLAZED tRAMIC b105AlCS: fYY8g0 KITCHEN\ �- ESSEX 54 VINYL WALICOVERING: CARTERET TYPE II �tSP-16-23 BELOW MC)-1 NEVAMAR FOUNTAINHEAD: OFC-2-4 'TAUPE CLASSIX' I PPRTIAL HT. 1�4•=1'- - GLOSS WHITE 2" SQ. GLOSS FINISH w/AMERICAN OLEAN UNSANDED FOOD PREP __ - - C� EGGSHELL IN LIEU ( -_— - - L-3 WALLSE Ec-L- SHADOW GStEY GRCUJT (DESIGNER SERIES) (1/8- JOINT) WALLS YE M-t\ �COON TOPS Jck No. TAG WALL FINISH DESCRIPTION LOCATION RESTRC,OMS TAG MILLWORK FINISH DESCRIPTION -LOCATION -- -- FORGO VICRTFX VINYL WALI_C.OVFR!NG: SIGMA ENGtJSH IVORY �- ABOVE MD-1 CAMPBELL COATINGS CO. STAIN do SEALANT: 'WALNUT', UNIQUE OIL RESTROOM t`omm PLASTIC LAMINATE: (*1741 'TAJ TEAK' SUEDE FINISH _C'ASEWORK AMERICAN DUAN SATINBRITFS GLAZED CERAMIC MOSAICS. �I'64 KITCHEN\ BENJAMIN MOORE /971 (BEIGE) EGGSHELL ENAMEL INTERIOR I OLOSS BLACK Y SQ. GLOSS FINISH w/AMERICAN OLEAN UNSANDED FOOD PREP DOUR JAMBS �WC-� do ABOVE WOOD FINISH I!c GEAR CATALYZED C�)NVERSIUN VARNISH- DOORS Q CT- P-1 2 Sm CIE Y GROUT (DEStGNF�t SERIES) ( / T7 CT-4 DULL SATIN FINISH T1 a JOIN wAlLs —._.`.. Sheet No. PACIFIC HWY , 13935 sUP94•0335Sr94-0045 CONSTRUCTION SLT - APRIL 199 1995 Al2 MFC 9 , 21OF49 mic I � I � I � I I � I � I i I � i � l I I � I � I � I I � I � I I 11111 I V III I IEp � I I � I � I 1111Jill I I � I � I � I � I � I � L � 1 FIHFR- GI.AM 4MADE IN CHINA I IN 7 SIEE SHEET A2 FOR STORM"T SFE SHEET A-2 F OR S SPECOCAI)ONS (nV�) WD-- L­3 P__1 5-1 WIC 2 MD--2 WC--2 P---1 S-1 MD-2 M-1, WIC---2 MD-2 TORIEFRON T WC �'--1 1) (EDGE 60. F 0 11" C_� L t, LL 0 z Irl L._. __.—.___, I I `'' OPEN � � I � i l Lj WZ < C < > 1 A 1B 1 D 2A 2B 2C L-4 SS--3 MD-1 -1 W`B- MD-1 WC-1 W`B_1 WB-- WC-1 MD--1 (A ���_2 FACES) 3: Uj T f_1 VESTIBULE: 1A 1PL 1C AND 1D HALL AND DINING: 2A 23 AND 2C 2 1/4'=1'-0• z T CJ 0U cc SEE SHEET A-2 SUSPENDED SEE SHEET A-2 SUSPENDED 'ORDER HERE' SEE SHEET A-10 LL FOR STOREFRONT 'OPEN' NEON WCFOR STOREFRONT NEON SIGN 0 SPECIFICATIONS (T-T?.) WC-2 MD-2 SIGN -2 (M�D-D2 PROVIDED BY L-3 C FOR ENLARGED TILE SS-1 SPECIFICATIONS (TYP.) WC-2 (EDICE- 2 PA_IrERN ELEVATI < z OWNER (T-YP.) cn Rev1s*rs -T:TT Revi&on 1 Ck*e ,,ojt T APRIL 19 W.) I T IA390 7 k�"_OPEN TO '0 DRIVE-THRU'.."", LL I L 3A 4A t WB-1 C-1';,IAD-,) WC-1 WB-1 MD--1' -1 WC-1 MD-1 41 3 '� DINING: 3A DINING AND FOOD •PREP: 4A A13 A13 1/ E MENU BOARDS & 'ORDER HERE' SEE SHEET A-10 FABRIC AWNING (PROVIDE PLYWD. BACKING SEE SHEET A-10 SE SHEET A-10 NEON SIGN PROVIDED IN LIEU OF GYP. 80. 0 FOR ENLARGED TILE FOR ENLARGED TILE FOR ENLARGED 71LE MD-2 WC-2 PATTERN ELEVA'11ON\ SHELVING LOCATIONS PATTERN ELEVATION PATTERN ELEVATION WC-2 BY OWNER (TYP.) CMD 2 "BEYOND AS REOUIRF0 48" SHELVES ------ ------------ r— Y T IN PEN_ 7EN-,/ _cz ch (C 00 N'T ERITOP) i RTOP) J=3 V' Zr a Co U) L J 0 3i _ 771 LAJ � 1 7­ V1 1 1: if i. I I i Li il I N U :E 0 Ij < ONE 0 `�A L La.IL 6A 6B W,0-1 L-2 L-3 WB_1 WD-1 L- L-3 -4 SS-3 WB-4 L-3 WD-1 L-1 W13-2 (RECESSED TOE SPACE GE (EDGE) (ALL (ALL - L-1 WB-2 WB-4 -4 BUILT INTO BASE OF WALL FACES)_ FACES) (EDGE) Li FRONT LINE: 5A 6 FRONT LINE AND DRIVE-THRJ: 6A AND 6B 0 BATTERY CHARGER All 1/4" I '- FOR HEADSETS FRP-1 ALUMINUM FRAMED _VIIA�,J LL_-J� 1* INSUL GLAZED MENU BOARDS SFE E SHEET A-10 SEE SHEET A-10 PROVIDED FOR ENLARGED TILE FIXED WINDOW UNIT WC-2 WD-1 FOR ENLARGED TILE WC-2 CWC 2 BY OWNER (-ryp.) PATTERN ELEVATION PATTERN ELEVATION IL L W, L Date 7 77 Drawn By 2c C" KVB -----------I y RCT 4A) ST Issued By (BCI I At LZ t c\--o '1\<� 's r L 1, (�A Scale 7A L 7B 7C 1/4 =V-0)" WB-4 L-3 WD-1 S L-4 WB- _3 W13-4) CWD- L-4 SS-3 L-3. L-4 WD--1 WB--4 ZS-3 3 WD -3. 2 WD-1 L-4 SS-3 L-3 L-3 SS L-4 WD-1 Job No (EDGE) (EDGE) (EDGE) (EDGE) (EDGE) 295097 FRONT LINE AND DRIVE-THRU: 7 Sheet__7B AND 7C KEY PLAN 1/4'=1 0 PAcIFIC HWY., 13935 NOT TO :,0ALF BUP 94-0-3313, SIT 94-ON5 CONSTRUCTION SET APRIL 19 , 1995 A13 MEC 95-0205 22 OF 4!i ka UPI, Im MICRU`,�Fl L`j Eilllllll VIII I VIII I IIIIIII I � III I VIII I VIII I Ip 1 jjj3Fq GLAW 4MADE IN CHINA IN 10 11 1 -)2 P_J1S- D-2 (W� (MD- FL__ I L1(L(SS--3 (MID CK-1 T M D-&I SEE SHEET A-10 FOR 5 W PL YW000 �-1 ENLARGED nlE _ - / PATTERN ELEVATION P-1 P SS-2 RP- - BLANG FOP SHELF ATTACH IN LIEU OF ;(P. BC N � � 1 � I I EVhAoSi� I,.xr (SEE MOCK) DWGS.) 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CONSTRUCTION SET — APRIL 19 [ 1995 A14 IIIIIII VIII VIII I I II I � I I II I is Ali I/�Il ol� l III © ILL 1 � 1 I 1 I � 1 ISI I I ISI ISI ISI 1 I FIaPA- OIAM 41OE IN CHINA YI �I IN I �/I I �I I ■ d I ■ I ■ I ■ 5/8- PLYW(M �\ BLOCKING FOR P--1 RP--1 1 p-I SHELF ATTACH. 1 fN UEU OF GYP. BD. M• r � —.�._._� cqj W I r, �r L__ .1 Ll W), MN) 00) 04, z 1 � 1B 1C ' 2A 2B < > w9-21 a: �2 w6_2 1 � -2 Z RECEIVING/FOOD FOOD PREP: 1A 1B AND 1C - _ 2 _ FOOD PREP 2A AND 2B __ ____ .---- Z A15 0 Ct) LL Lu ou P--1 P-1 P-1 P-1 P-1 P-1 �P--1 < z P-1 M IL _. Rev!mns Revla►or) 1 C►oseout ,� -- ----� APP, rd 199 rd MA ER _ I AO RD F nl c_ `�,...�..,., � _� ,_.. C CABINET k SAFE, --•��-- f .. ...__-_______. ._ nir _.. . 1 ----_f...61 ..y.L . ._.. _...._ -z A5B r,C 1 _ -_.._.. _ �+2 __...... Sy2 Y- WE3 WB-2 �1J WB-2� ti 71 �^ rte, 3 FOOD PREP: 3A 3 QFFICE: 4A 4B 4C AND 4D 5 TEAM ROOM: 5Az 5B, 5C AND 5D Z, ,M , �151/4"c 1�—0" �1t5 1/4"=1'—Q" �151/4"-1�--Q" (� r----------- �i LV F p A . Z C 11 V 2A , o-g 14C 4A _ 79 �SA48 n � i t� �-4 Date Qrawn 8y K`'6 . I � Checked By - RC Issued By iBc�11 - - Scale �i 1 /4"= ` Job No. 295 / KEY PLAN ;heft N Nor TO SCAIF. PACIFIC 3,V , 13935 CONSTRUCTION SET 1'1 I 19 , 1995 A "UP 94-0338, SIT 94-0045 MEC 95-0205 24 OF 48 0 15 19 micID�, �II ! VIII � I � III � IIIIIII I III � I IIIIII IF[ X-- GLAM 4MADE IN � CHINA IN CASH COUNTER MAPLE_ MIM LINE C �,:"D (2 REGISTER) PREFINISHIED iff WIIL� TO FOOD PREP ENCLOSURE as 1'n MATCH BUTCHER BLU0( FOUNrANHEAD V-2-4 100141AIN11FAD 10P #FC-2--4 I" MAPLI WID WO FWAOE 84 IZ?_ PL '�Wvm Ulm sawt TILAS LAM WWONTAI. T liuRFACES & LEALANG ED"S #5114106 T-- 'rw"um, oacm FWJ4(XMF 3/4 pt &AFICJ*��jW f1A)NTAINI.iL,'D JFC-2-4 FOUNTAINHEAD 2­4 17 N 27 IV7+1/'2p CLEAT ;r s N � � Cw aftw" LomAm -J LtJ 1/4 3/4 CROWN Wj., "L--- _ PLAN < Cc o (2) LAVEM 11/1' WHrn PLAS LAM qCol6:11r-1'-Cr < sow svwAa z r STM FAWIT 00hodsm jw A L—­ LIJ z 04 FT2--1 L 11 21 PLAN I 14P AS AMUSTABLE SWU. Qt- TO ANT" FIXIED AFTER VOWYM LDLATIOF ALL. EXPOSED SURFACES, Cru A6 scale:1/2 -l '-(f EXCEPT THE TOP, TO BE 14 GA STEF1 SLXVW Urlw 0 PLAS LAM (PIONITE #WT741) PEWTUR FINISH < 01 0 GLFAT ALL vwm < 0 1w) 0 -- ' " - -­ -f- -- LjL 112 PL --E T P FF 'RIT,I)LIT ,I CHAJR RAL 0 [-ro--"-- I— -- f.-. -uw z 0 JL lie a,LAUK� zx 13ASE we G.C. OF TILE '\�SECTIO-N 7 14 GA S:S ­77 1 3/4 23 14 112 C14 C14 rem U scale:HALF 37 IL2 7 17 1/2 0 A SECTION ouCo. 2 Cole:1 1/2* 1'-Cr r,--NELEVATION < I I-cr cn MAPLE HD WD OPEN JT OPEN OPEN SECTION (-fl- qECTION Revzons CONDIMENT UNIT r,-\ELL-VATION 0�:—IC-01 e:1 1/2" 1 Cr PREFINISHED TO MATCH BB TOP 1/7 3 6 1/2 14Z 2 3/4 1/2 ston 1 C11,09e0o FOOD CASE J— —Ti LR:�L ------L 1/2 378 Ij 5314 1 A /A 2 11jr RAD,, NE ALL JOIN—i 1 C14 L SILICONE S AT PIA r F 7 A�DJ PL 'FIE /r MOLE NY Opr-w FL #MG041 WO41 AQ� 14 IZ2 F1 PL FI: PL WHffE WHITI:. _. __ _. ___.—...._ ; 1: n -, OP94 ag S C a ie-:3" 0" S E C 0 IN A 1-7-\ELIEVATION -'-,--�EL.�-VATION 3 7/t r,-\ELEVATION < scale:, 2"=,'-(Y` L X. PLEXIGLASS INSERT FOR ICE IN 3 3/4 10 3/4 W/ EXTRA PLEXI BOTTOM, WADERS SILICONE AS REQD TO MAKE WATER TIGHT BACK COUNTER SINGLE TRASH 1UNiT SELF SERVE C011JNTER 1/2 EQ EQ EQ CL -T-A B L E 178 a Bfil c vi < 13 1 3 ­1 2 iS c P-r-usiTurkir.AD rov 1/2 < 24 1/4 14 2 L T 14 J UOF go -N [:-I '7VA N L--- — "I,, -.T!C;� Cc 0 PLAN (7Y L Ev',� scale:1/2"=1 '--Cr scale:1/2'g,'-0"- f-4 //\3 'z IL 41 <�4� ALL EXPOSED SURFACES, ON o PLAN FLANGE C EXCEPT THE TOP, TO BE PLAS LAM (PICNITE #WT741) gCole:1/r 1,-0r I PJA LAW F \ 22 PKM I- � I \- LINE OF TRASH CONTAINER to 1r, 1/4" SO. X 29 11ir HIGH I" RAID WT; AP" FouWQNHz&D #rc-2-4. PLAN 01, <�A < a :0 scale:11/2"=l '—rf' iL 4 CN4 L C4 E L EVAT!0_N THANK YOU,,., 13 36 PLAS LAM APRON C%j PAINT 8 ­ -1 1 7 GLOSS 11-C SS ROD FOUNTAINHEAD fFC--2-4 INTF"Orl MAPLE 140- BLACK WHOU MELAMINE WD APR 4 4 nLLJER lu 11- SKIRT (4 4AX CA% ELEVATION 14 C;A T= WHITE MLAMOIE WrIMOP A S E S LINE OF 11 -f ---\ELEVATION NAX CENTER DIVIDER 2f'=- -L - QJec—ale-71T 1/2' I'--Cr J __ � _� I I { ���Sjo I e r.,--'�\ELEVATION I I I T N a C�i Is 11-20 1'-0"Cq + ALL EXPOOLD SURFACES, Date -51ECTION .. 2 31Er CARRIAGE- EXCEPT THE TOP TO BE 3/24/95 BOLT (ZINC) PIAS LAM (PIONft-, #WT74 1) Drawn By IWI41 K V8 S D I'i B L E R A S H ROUTED OUT LETTErj Ifh4;c ed ey PAINT GLOSS BUZX �y UNIT ADAWAILE LED 14 GA STEEL 40 RCT pn 46 (PEWTER FINISHY, - FILLER Issued THAW YOU THAW YOU FIN. FLOOR L�4F�:� I C14 --�,ELEVATION N1 4 1' 2 scal4e- SECTION CONCRETE SLA13 Q' /9=0 1.0 SECTION MAPLE. 9=HER ADJUSTABil LE!; AS SHOWN CD 40 BLOCK %= 3 9COI@. 112 =1'_Cr HD WD Job No �A 111 295097 (TV SS EE C T 10 N FRONT PLAN A No PACIFIC HVVY, 13935 6 4 pp IUP 94-0336, SIT 94-0045 A16 Uccle:1/2"=V-0" sc4le:1/2"=1'-Cr scole: 1 - 1 /2 = 1 —0 IAEC 93-0205 25 OF 49 CONSTRUCTION SE -ri APRIL 1 ,99 1995 A 16 U I(jor MICRO L Ep 11111 11111 1 111 1 FIBER- W.AM 4MADE IN CHINA IN 161 111 riT FOU d/ 1/4 r3/4 Lu 2 lypr-1 z1r pr) 04 c Ii � A 74'-(f ,N 9' --9 3/4' A 11'-4 1/7 A 13-5 3/4' !!4 1/'2' 73'-S 4 1/2' A 13'-1 1/4' 4All QS13 � > p 1G - - - - -' - - — — —— — ——— — — - ---- ---- - - ---- - --- - --- In I r-- -- - - - - - � i 9 —"THICKENED SLAB EDCE S3 - to �E 1'-0' WIDE x 1 -B' DEER SIM }y y+` WITH (2) 04 CONT. 0 I I A I �y Ay T 1 �� n LL! 5t 0 .- I ! L b------- --CJ (3/S3) - -� - - ---- -- - �° / Cc - A --- � - - - --A- ---- Cal Z I I OB 10 i�'r- O '7 1�4• I I S4 v ! W, S3 I I + f— 0 I i t'-4' 10'-0' y Wit'-0' I I W Z J 1'_O• Q d 10'-0• �, 11'-0y_ tr I I 1Q I I n Q Z I I I 2 I I I I •10 '- I I y a+ Z 2 Q P� I I S OU G M r 0 I I I I I i _ 54 S3 I I Re nsxms I I I I I I 3 I I Revsrmr x>i 1 CIose I I b I I CJ 5/S3) I I APRIL t9r 1995 t ! I 5 I I or, it I I w I S3 ' In CSN-AA I ! I y I I I T/SLAB EL 0'-0' I I I I I I I I 1 I t, 1 I I I I I ' 53 ; I I I I \ ie r 1 - I I ; I 7 1/4' I S4 S3 i i COL - - ---- . i !-: ' OA - ------------ -- --- -----------� z ------ -- __ Y J [ - S \`'- It - .� J"7 1/4'.0 S3 ¢ COL 1 ' I � nibt 1/4 COL 9 YLAI 1 -;� i,CO, ^til b a N FOUNDATION PLAN ----, --=----- -� -: _=— 0 NORTH +A 1 *_ 10-e _ ;r. 13`8' -- -�` • 70'-8' 14'-0' X 24'-0' 108-8' A NOTES; �� . PROVIDE 4' FOOTING SCHEDULE T PER GENERALLUCTURAL NOTES,ON-GRADEF LACD SUB OVER 2' SAND OVER VAPOR BARRIER OVER ` MARK WIDTH LENGTH DEPTH REINFORCEMENT Y SAND OVER 6' OF COMPACTED GRANULAR FILL Dale O^A 1 '-6" CONT. 1 '-0" (4) #4 CONT, 2. SEE .ARCHITECTURAL SHEETS FOR FLOOR SLOPES 03/24/95 Q 3'-6" 3'-6" 1 '--0" (4) #4 x 3'-0" EACH WAY 3. OUTSIDE FACE OF STUDS ARE ON CRIDUNES. Drawn By KVB _ I 0 2'-0" CONT. 1 '-0" (5) #5 CONT.. . Checked By TLS/RCT Issued SEE DETAIL ,2/S3 (EK"d ey BCO Q Sc aIe Job No 295097 PACIFIC HWY., 13935 Sheet No SUP 9"".SIT 944005 MEC 95-M28 OF 49 CONSTRUCTION SET - APRIL 19 , 1995 S1 I I I I I I I I I I I I I I I I I I I I ��I- j —I - I'OI� I I nnI 11 I I I I I I I I I I I I I I I 4 ► Iii ► I iI iI4 iI �L\ i � i � L/ r � i � i � i1 `/1I�. � �11� � ii PILI- CIM IMADH IN \/I CHINA �I / IN �I ■ Y ■ ■ I kAlION Of HOOD AND OUCIWORK ARI fiXkD. COORDINA IT JOTS I I(X'A IION WI 111 ASST M81 Y Of DUC'1WORK AND SHAI1 If RS 74'-(f ,.� �r 9'-9 3/4" 11'-4 1/`l' 13'-5 3/4" +r4 11/T 73'-',S' 4 1/2' , 13'-1 1/4" 4 1/1�� _ 7 � 1 GENERAL NO(i 4 T YWlic�i' , iy[l T]PLYWOUD ►��` �-� �+�` b rev r G, t j crI -t- r I - ~ 3-200 11 I L>' 20q_ 150 SIM ON (, 18 x 0 I STR 13'-11 1 2" g ,� _ 2x10 0 24' I 1` 1 , 1 "r 1_.. s s 3 1 112_ lU �I 1 T LYWOOD S3 (� s3 s4 T PL'1'Wrj� L(' 4 4 I. , JIM. .�M. 4 G 1 - *Ilk z KP2—2x 0 HEA R, - 5 1/8X15 GIB 1 1/AX1 J GI.f3 I 150# SEF O fE_ 2. _ FJ 7 S4 Q. z Kv IL _ . _J` 4 x 6 LA f BL CKItG4 � � `� u Er �-- II i _ u- ILL o OJ a S4 Revssone 500 6 5 500 67„ 475 b I 475 '- ---- --- -----► Revi3m 1 C.loaecut 67 ANGIN WALL, Pi APRL 19, %5 / s � - ' 475 q ODU E C )[ER IM i I SEE GENERA_ ! l MPR SS y ! N I ; OTE #3. ( /� — #) s z 8 1 i t COOLS 625 TYP. ! 150 i 0 � COMP SSOf? I z I I `'�, I 3� (200# ;: _G lC N >��� w 200 6.,J# : I 3 i 150#i I F *:4ion — - -�-- - — 150 " 'iI HANGIN WALL, 5plf s4 �\ 200 ',----r—r ---� I 150 u-, w w a - i SALAD CASE o L , � lZER I r :_L_PR SC'DR I �: a b COMPRESSOR1X. 00,0# (:rD0 ) r tLu 2- 2 -4A 1 1 1 /8x1 G�fi 1 8x1 GLB 5 �I !8x 15 GI C, °/ ,,\ w .li -ti 1 / .��.r.... t Z a '�t'-1 J� RF SHEATHING --S��_ GErJrRAL NOTE 4. __._2 v. 6 '�Jt? t,l iTUDS AT 1'--0" G.C. TYPi('AL �,..r._.�_ �--, ..-��' JS3 s3 * LONG , i t x -O ELOZ, ;'NG FI.Al '• X 141-10v —. » 1 / � i C Op o t f PLl"rV00D SEE NOTE i. `�:f 41rf, ':-7J!)S UNDER EACH TRUSS 7 2x10 0 2.4 _-- � r � .�� �„ ; ,•,� � � � w l ) s� s3 4 NA ROOF 5' r'�I..I1 LLK W Bd T PL (�f� b _ N 1 N L i � v' J / YWOt`0 r � � C 6 H SEE DETAIL 6/S3 TYP R.- SIM. r T'PLYWOOD T 0 2 I/2 TYP 7 PLACES, SEE 9/'4, SIIa m W Z =3 - -- >< 53'-0"f ! o w ------- - - -- - - - - -- -- ZN - --- ----- - - - - - -- _ c ` 4 x 10 zo LO .� ica°a ROOF FRAMING PLAN N \ ^� 1/4"=1'-0" I $ _ d s3 �_� _ NORTHOf ! 70'—g' 14'-0" 24'—Cf e GENERAL NO ]- ES 1. PROVIDE 5/8" APA RATED ROOF SHEATHING PER 4. TYPICAL STUD SHEARWALLS: SHEATH ONE SIDE W/ GENERAL STRUCTURAL NOTES. NAIL ON ALL 15/32_" PLYWOOD FULL HEIGHT. NAIL ON ALL PANEL PANEL EDGES WITH 10d 0 6" O.C., EDGES WITH 8d 0 6" O.C. NAZI ON INTERMEDIATE NAIL ON INTERMEDIATE FRAMING WITH 8d 0 12" O.C. � FRAMING WITH 10d 0 12" O.C. PROVIDE 2x4 FLAT BLOCKING ---- ----- -ROOF SNrAI"RING AT UNSUPPORTED PANEL EDGES 5. TOP PLATE OF ALL EXTERIOR WOOD STUD WALL SHALL Date u3/?4/95 BE SPLICED PER 6/S3. _ -- z I 4 OR 3 1/2" METAL STUD 2. PRE--r_ WOOD TRUSS MANUFACTURER SHALL C?rawn BY STIFFENER A1' JOINT- DESIGN AND PROVIDE ALL "HEADER-OFF" TRUSSES 5. GENERAL CONTRACTOR/MECHANICAL CONTRACTOR TO PRUDE KV8 \____4 x 8 WITH SIMPSON B48 HANGER NECESSARY MECHANICAL UNIT LATERAL SUP=IRT. EACH END � ROOF Tfc:Is; AND MISCELLANEOUS ROOF FRAMING AS NEC �l�ecked By - -�- ---� TO SUPPORT RTU'S AND ASSOCIATED OPENINGS. 6. BLOCK BEl01�v r1.L RTU EDGES .".ND AT CONNECTION OF ALL TLS/RCT — —�� --L3 x 3 x 1/4 x 0'-8" LONG HEADERS, SHOWN ON PLAN AS DOUBLE LINES, SHALL MECHANICAL E9U'PMENT. ALL RTL''S AND MECHANICAL EQUIPMENT l83ued By (13C,1) � WJTH (Z) 5/8"0 M.B. THRU 4 x s i '"�—�_ —__,i/?» GYM' BD OR 6E 4x10, MINIMUM, LATERAL SL':'POR i TO BE DESIGNED BY OTHERS. fi' 3/8" PLYWOOD. Of.' „ — --- --�/2"m ALL THREAD ROD TO HOOD — 3/8" TYPE 2—M f'Af1TIC,LF BOARD 3. SW SHEAR WALLS: SHEATHI,ONE SIDE W/ 15/32. 7, VERIFY AND CONF"r�M LOCATION, WEIGHT AND SIZE Of Scaie _ r PLYWOOD FULL HEGHT, NAL ON ALL PANEL EDGES ROOF TOP MLCHANICAL EQUIPMENT PRIOR TO DESIGN AND — -------CEILING WITH 10d 0 3" O.C. NAIL fNV INTERMEDIATE FABRICATION OF ROOF TRUSSES. -- p p FRAMING WITH 10d 0 12 O.C. Job No VENT HOOD SUPPORTS _ 2 DRAFT—STOP-- — 8 DO NOT EXCEEDF 11I" AX�IUMSSPANIWITHINC I ROOF JOISTS. 295097 A 1 Sheet No. PACIFIC �iN✓r . 13935 52 1 1/z"-i'•-0" - ---- 94-033,63 SIT MEC 95-0205 27 OF 4945 CONSTRUCTION N S T R T I y 2 --��.- UCTION SE -- APR 19 , 1 95 S F `' 0 19 MI� �. ED I , I � I , I I , I � I I � I , I � I I , I , l � l , l 1 , I � 1 I I � I � I I l , l � l I � i , l � l I I , I � I I I , I � I , I I I � I � II ! � I � I � I 1 F7BEk- ,1 A8$ 4MADE IN CHINA IN } SLNERAL STRUCTURAL DOTES THE FO(IOWING NOTES APPLY UNLESS INDICATED OTHERWISE.. 2 �N�M BUILDING CODE, 1491 LDITION (U.B.C.). r c CR 4 , 4 " f YT' AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIRFMEhT., FOR REINFOR(ID CONETE, * ACl 318-89 tCOI_, STUD WALL-- 1 AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. "MANUAL OF STEEL CONSTRUCTION', NINTH EDITION. TS 48 TUBE. COL, _ BAS it 1 1/4' x 5 1/2x 1' 4" STRUCTURAL WELDING CODE - STEEL ANSI/AYVS D1.1--90. W/1-1/4'0 A30-1 ANCH EMBED 12" MIN. 10:" LQA' + + r WIND 9OMPH, EXPOSURE B Q BREAK BONO, '�+ _--- 4}� 5 �" ROOF Ll_ . . . . . . . . . . . . . . . . . . . . . 25 P,Fuj • 16' STUP SKARWALI. - TYl`', BETWEEN VERT BARS, �` SLISMIC ZONE . . . . . . . . . . . . . . . . . . . . III, Z=0.3, C=2.75, Rw=8 /- E -- 445 VERT ci w; �'111K�O S?i►_"ATI�MG---------______ SOG �C FOUNLA110ty 1 NON SHRINK GROUT W/SIU 96 -- �— - HOOK N Fid _ SP�d�6�L INSPECTIONS 1N ACCORDANCE WITH U.B.C. SECTION 306. REFER TO ARCHITECTURAL DRAWINGS � Q CK VENER, SE ARCH---- I - � FOR OPENINGS, ARCHITECTURAL REQUIREMENTS AND DIMENSIONS. LOCATION AND SIZE OF ANCHOR + �-- 2-#5 TOP - - -- 13-#5 TOP CONT. (� �- _"' o_ BOLTS FOR EQUIPMENT AS SPECIFIED ON VENDORS DRAWINGS. THESE DRAWINGS DO NOT INCLUDE Z 26 1 - _4` SOC, TYP "�` FINISH CRUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THE STRUCTURAL DRAWINGS ARE TO BE USED TREA PLA / ---- ------- L - --- --"t 1N CONJUNCTION WITH THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. REFERENCE MUST z W/ 5/800 AES 0 4'-0* � / o z __ BE MADE TO ALL BID DOCUMENTS AS WELL AS THE PROJECT SPECIFICATIONS DISCREPANCIES SHAM W M VAX O.C. _ 1 ` C1_R. -' c : #4 0 18' EA FACE - NOTE: NOTE: - HORIZONTAL RE HE RESOLVED BEFORE PROCEEDING WITH CONSTRUCTION. CONTRACTOR TO COORDINATE THE WORK OF `" - WITH STD. HOOK ALi TRADES AND MAKE NECESSARY iNVESTIGATIONS AND FIELD MEASUREMENTS. C � _ EA WAY. BEND VER1 _ (6) #3 T[ES EACH SIDE FOR Rf_fNF, SEE DETAIL 1/S3 CONTINUE riOh WALL SFE 1 53 AND 2 S3 ,C ' - BARS W 6'x90'HOOK N . Of COLUMN 6" 0.C. RE}NF THRU FOUT'NG / / Q �� r I / °, EXCAVATION } IO BOT IN FTG. - ' v _ -� __� ELEVATION TV CORNER _ STRIP TOPSOIL OVER ENTIRE BUILDING AREA. EXCAVATE AS REQUIRED FOR FOUNDING OF FOOTINGS ONF \ - _� UNDISTURBED SOIL. MAINTAIN ALL EXCAVATIONS FREE OF WATER CONTINUOUSLY. BACKFILL BEHIND Cc "' 15 #5 CONT, EXTERIOR WALLS WITH COMPACTED GRANULAR FILL PLACED IN 1t," LOOSE LIFTS COMPACTED TO 85% OF .� (4) #4 CONT I MAXIMUM DENSITY. BACKFILL ON INSIDE OF BUILDING WITH COMPACTED GRANULAR FILL PLACED IN 10' IN FTG, TYP 6` 12' 6" LOOSE L_1F TS COMPACTED TO 95% OF MAXIMUM DENSITY. �.� FOUNDATIONS (n LL zU SPRL,4(� FGQ INGS �, DESIGN SOIL BEARING PRESSURE 2000 P.S.F. BASE FOOTINGS 18 INCHES MINIMUM aELOW y TYP UNDATION DETAIL 2 GRADE BEAN! 3 STEL WALL DETAILS _ FINISHED GRADE. ALL FOOTINGS MUST REST ON UNDISTURBED EARTH. REFER TO SOILS REPORT a � �- - �,lS3 - 314'-14 BY GEOTECHNICAL ENGINEER. - - 314'-1 R�visicns COCR_ETE REINFORCLMENNT. -N RA r� DEFORMED BARS ev's►on ? CI��r� ASTM A615, GRADE 60 MIN LAP 40 BAR DIA APPt' 19. ?99� JLAKLO GRADE REINFORCE WITH "FIBERMESH" 100% VIRGIN POLYPROPYLENE FIBERS MIXED WITH CONCRETE �- RF SHEATHING, TYP AT RATE OF 1.5 LB/CU.YD. CONCRETE. (FIBERMESH COMPANY PHONE NO. (515)892-7243 )WEwi PERMITTED ONLY UPON APPROVAL BY THE ARt;HITFC'!. SURIMIT LOCATION AND PROPOSED IJW, TOP CHOR!" BEARING AT 2'-0" O.C. WELDING PROCEDURES FOR APPROVAL. Q Nt��RETE COVER OVER�NE.QKEME,tq1- ►' PLICLS 4--0 MIN BLOCKING, TIT ONE EAR DIAMETER MINI'viiJM AND AS • FOOTINGS - =--- FORMED SURFACES EXPOSED TO WEATHEP OR ;ROUN." . . . . . . . . . . . 2 5 BEAMS & COLUMNS TO TIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . /2 '+ I �_ -�-�-, SLABS ON GRADE, TOP . . . . . . . . . . . . . . . . . . . . . . 1-1 SL�:I CONTROL JOi1JT I � \ t POUR SLAB DOWN O'�'i_Ii BOTTOM 1-1/2 - — -{(Cv) � !. .).L ----- I FOUNDATION WALL, I CONT. KEYWAY r I � �, M -----]BREAK BREAK BUND, T1'P �!QHC$E,IE CENTERED IN SLAB s 0.11MUM ULTIMATE 28-DAY COMPRESSIVE STRENGTH (F'r-- SHALL. BE �3000 PSI FOR SLABS AND L._ ._ .1._-__ ' _ --�-, 2:00 PSI FOR FOUNDATIONS AND FOOT INGS. Mr.:iIMUM ::LUMP: ;" f'./2". AN APPROVED L--.-2x6 STUDS, 12' O.C., I --�- � 2-15 3 --U MIN W.-ITER REDUCING ADMIXTURE SHALL Br".. USED IP< .ALL CONCRETE EXCEPT .FOOTINGS.,N.�S. USE AN �^ TYP -"' �IBEYOND EDGES 0( DOORWAY APPROVED AIR ENTRAINING ADMIXTURE IN ALL CONCRETE (STRUCTURAL k PCN-STRUCTURAL; DOUBLE 2x6 TOP PLATE, TYP WHERE EXPOSED TO WEATHER. � T JOINT SPLICE PLATES W/SIMPSON TIP FOUNDATION WALL, SEE STRUCTURAL STEEL I �, -2 LAYER OF SAND , ---�__, 1/S3 (2/S3, SIM). STOP 2-#5 MATERIAL Qe -- MST 30 TIE STRAP ONE SIDE �0 TOP OF WALL EA SIDE Of' STEEL: ASTM 436, MINIMUM, Fy = 36 KSI. _ VAPOR BARRIER CENTER SPLICE OVER STUD BOLTS: ASTM A307, MINIMUM 3/4" DIAMETER UNLESS NOTED OTHERWISE. r �? '0 - ll 111 SWAGGER AS SHOWN I ` , I DOORWAY. >�ATION `t a (I I FABRICATE AND ERECT IN ACCORDANCE WITH AISC "SPECIFICATIONS FOR STRUCTURAL STEEL — -- - - Ll BUILDINGS", JUNE 1, 1989. ALL WELDING BY W.A.13.0 CERTIFIED WELDERS. MINIMUM WELD vi GRANULAR FILA " " T T INDICATED w I A,` r�, DETAIL. - TYP WALL TOP PLATE. SPLICE 7 )TYPICAL FTG AT DOORWAY GALVANIZED LONG PERMANENTi'v XOO.ED ' 0 GALVANIZE ER FABRICATION INACCORDANCEQ � � ` C ` '1 y I' r� 1 ? C �> a l ---..-._-•---•---•-------------- WITH THE PROV:S,GN,. OF r,� S.,AtVS .. ..1. _ f ' a-r-o ° p ' J S� 314 >j�a � / _�- `ti,_ ROUGH _QARaRTB 1In •"•� Ll Q O h �' �1M ICER c f ALL LUMBER SHALL DE KILN DRIED. ALL STUDS, JOISTS AND RAFTERS SHALL BE NO. 2 DOUGLr1S •tS a FIR WITH MINIMUM STRESS VkU S AS FOLLOWS: p > "Q 1250 PSI v l� �'`•'"�y,----- Fu - 9.5 PSI ,�" '``�• E = i f'00 KSI „T n e a W.W.P.A. GR.AL IPG R V._ES. ALL NAILS COMMON. MINIMUM NAILING AS PER SCHEDULE Tj%BLE v, LA s 25-0 OF U.B.C. CUT WASHERS UNDER ALL NUTS AND BOLT/LAG SCREW HEADS. w 1/43", EA SIDE W/�___ 2-5/8"0 THRU BOLTSi \ 4, 1/L" " 1/2" r- RF SHEATHING, TYP DO NOT OVERDRIVE NAILS. STAPLES ARE NOT PERMITTED. INSTALL W/FACE GRAIN ACROSS o V Y" cii SUPPORTS. STAGGER END JOINTSBLOCK ALL UNSUPPORTED EDGES OF WALL SHEATHING. Q ` ; (2,1 2x6 CONT WALL (FLAT) SEE PLAN ,I NAILS SHALL BE PLACED NOT LESS THAN 3/8" IN FROM PANEL_ EDGE. NAIL PLYWOOD SHEATHING �`p�; . TOP PLATE 1 SLEEVE5, ANCHORAGES,OPENINGS, ETC, AS INDICATED ON FLANS . + + - IV GENERAL STRUCTURAL, DRAWINGS DO NOT SHOW EQUIPMENT PADS, DRAINS, HOLES, ANCHORAGES, ROOF: 3/4" APA RATED SHEATHING, EXPOSURE 1, 32/16. • • " 'NSERTS AND SLEEVES FOR ITEMS PASSING THROUGH OR ATTACHED TO CONCRETE OR FRAMING. REFER EXTERIOR WALLS & DESIGNATED SHEARWALLS: 15/32" APA RATED SHEATHING, EXPOSURE W/W/21-3/8"00"W/21-3/8"00" LAG SCREWSFURNISHED. TOP�3/8 x5 1/2 x 11 3/ TYP_16 j TIE BLOCKING TOGETHER TO ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS AND PROJECT SPECIFICATIONS. ADJUST 2.4/0• / S W MPSON ST2215 STRAP`) i QUIPMENT PADS AND SUBFRAMING TO FIT EQUIPMENT f URNISHED. PROVIDE SUBFRAMING FOR EQUIPMENT 3/16 1 • TYP + AND 16-16d x 2 1/2' NAIL SUPPORTED ON OR SUSPENDED FROM THE STF"JC'TURE. MINATEU UMBER L i!/4-j7- _, -- L5x3x1/4 x 0' -6', DOUGLAS FIR COMBINATION 24F-V4 FOR ALL BEAMS. MATERIALS, MANUFACTURE AND QUALITY -1 CENTER ON COI S�SVSrJJRg1. STADILiTY AID CONSTF:UCT14Pl rONTROL SHALL 3E ',N CONFORMANCE WITH ANSI/RITC A190.?-1983, -STRUCTURAL GLUED TS5x5 C01_, TYP W/ 5/8"0 I a ��-}, INDIVIDUAL STRUCTURAL_ CQMPC'NENTS ARE DESIGNED TO SUPPORT LOADS IN THEIR FINALLY ERECTED LAMINATED TIMBER" AND CONFORMANCE WITH ANSI/AITC A1Q0.1-1983, *STRUCTURAL GLUED '1 POSITION AS PART OF THE T01AL COMPLETED STRUCTURE. PROVIDE TEMPORARY GUYING AND BRACING LAMINATED TIMBER" AND AITC 117--82, "DESIGN STANDARD SPECIFICATIONS FOR STRUCTURAL 4 A x2 1/2 STUD BOLTS WELDED I I \--K----- „ ” GLUEII LAMINATED TIMBF_R OF 50FTW000 SPECIES". i CLASS B Z2 TJL RF JOIST, TV AS REQUIRED UNTIL ALL CONSTRUCT ION AFFECTING LATERAL STABILITY ,S COMPLETED. CONTRACTOR ,-+ I�----� EA SIDE FOR ATTACHING fr1Ih SPLICE MATCH FT N SHALL BE SOLELY RESPONSIBLE: FOR STABILITY OF STRUCTURE, ITS PARTS AND JOB SITE SAFETY BY REINF 2x6 rVUuD STUDS PER 4/S1 + USE OF GUYING, BRACING, SHORING, BARRICADES, SAFETY RAIIJNGS AND DEVICES DURING ENTIRE PERIOD l A A --- -- PREFABRICATED STRUGIIJBAL�QJr_Ifill��E� -+-- - - 2"S" I I - NOTE: OF CONSTRUCTION. v - -- GL HDR, TYP,, DAF' SIDES � (SUE3'�I[T DRA!+�INGS TO MEI AND THE CITY OF TIGARD FOR REVIEW AND APPROVAL PRIOR TO ERECTION). fYP ® CND TO FIT CONNECTIO �- BEAM BUCKET ON (1) SIDE 1RU�SES SHALL BE DESIGNFD FOR THE LOADS INDICATED. SUBMITTALS SHALL BEAR THE SEAL OF A T' �.- 1/4 , ONLY A, SIM. CONI). AT PROFESSIONAL ENGINEER LICENSED TO PRACTICE STRUCTURAL ENGINEERING ,N THE STATE OF 1 - /- �TYP NOP.TH EN-IRY A BI:�AMNa OREGON. TRUSS ASSEMBLIES MUST BE ICBO APPROVED. THE TRUSS MANUFACTURER SHALL 1/4"x5" x 0'-8" TYP AB ANCHOR BOLT HDR HEADER r EA SIDE W/1-5/8"O _ ��- _ - ARCH ,ARCHITECT URAL HOR HORIZONTAL COMPLY WITH ALL THE PROVISIONS OF THE 1991 U.B.C. S1 ANDARDS. TRUSS CONFIGURATIONS MA� / - ( ) MAXIMUM VARY IJPON APPROVAL FROM THE A-ICHITECI. NUMBER OF TRUSSES SHOWN ON PLANS ARE FORM EDGE AT _ I j � BLKG BLOCKING MAX MINIMUM REQUIRED. TRUSS DESLGNATIONS SHOWN ON PLAN ARE JW TYPE AS MANUFACTURED BY , 1 �- THRU-BOLT I Daae 03!24/95 ! �GNTR OPTION � I � ~ TYP BM BEAM MIN MINIMUM � , T — I I DEARING 1 2"x5" x Q'- A--A 1/4 BOT BOTTOM NOM NOMINAL_ TRUSS-JOIST MACMILLAN. _ - I -__ / ,__�_ 0� ON CENTER SHOP DRAWINGS T Drawn By D MIN I BASE /`'• `� / • ' _ / " �" CJ CONTROL JOINT OFC OUTSIDE FACE CONCRETE ALI_ SHOP DRAWINGS SHILL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR K`P :. L, 1 Lx,, 1 2 x0--11 BASE 1 2 x5 x111 z T YP � " • S ♦ • T CLR CLEAR TO SUBMISSION TO THE ENGINEER. FABRICATION SHALL NOT PROCEED UNTIL ALL CONCERNED W/(2) 3/4 0 AB, EMBED 6 fYP W/2-3/4 0 BGL�S, CMU CONCRETE MASONRY UNIT P,EINF REINFORCE IPG (MEAT ) PARTIES HAVE COMPLETE-D THEIR REVIEW OF THE FOLLOWING SHOP DRAWINGS: �.heckecJ ey "DOTES: ��" 1/4 EMBED 6" MIN. - COL COLUMN RF ROOF CONCRETE REINFORCEMENT 1S; C' NON-SHRINK GROUT : - - < CONT CONTINUOUS SIM SIMILAR STRLWTURAL STEEL _ -----11 . "D" DENOTES ES OVERALL FOOTING DEPTH. - _ �'; SOG SLAB ON GRADE GLUED LAMINATED I-UMBER isl BY «L ` l � -- DP DEEP STD STANDARD PREFABRICATED ROOF TRUSSES " 2. 5" DENOTES STEP HEIGHT. t t 2 EA EACH MAXIMUM STEP HEIGHT = 2'-5". FOUNDATION, TYP - - _1 t1 t/z' EXT EXIT=BLOB THRU THROUGH SPECIAL, INSPECTSZ► _qcale a` FDN FOUNDATION TYP TYPICAL PROVIDE SPECIAL INSPECTION IN etCCORDANCE WITH THE UNIFORM BUILDING CODE 4- 13/4" -TYP SLAB ON GRADE „ ,�/��►y� SECTION 306 FOR ?HE FOLLOWING: _SIMILAR CONDITION FTG FOOTING VERT VERIICA� _-_ _-- �► GRTO 2 AT DRIVE-THRU GA GAGE W/ WITH CONCRETE )ob No � g TYP STEPPED FOOTING g STEEL COLUMN DETAIL GL_B GLU LAM BEAM REINFORCING STEEL. �� STRUCTURAL STEEL FABRICATION INSPECTION IS REQUIRED TO VERIFY THE, PROPER INSTALLATION OF STRUCTURAL PLYWOOD IN S3NO 9c:aLFS3 r-r--n' WALL. AND ROOF DIAPHRAGMS. Sheet No r� ��,, S BLIP PACIFIC CiiJISIS I- RIJrTiON SCT •- APRIL 1 9 , 1995 BLIP 94-0339, SIT 94-0045 MEC X35-0205 28 OF 49 _ - MEMO IN: Ur �I MICR0i L ED , I , III , I 11111 111111 ( 1111111 11111111111 ' 1 11111 ( 11111 111111 ! I , III , I I Iliji III � IIIII 1 RW.R- G AFS 4MADE IN CHINA I IN �. ``� SIDE �' -51DF C X6x9J2x8 ' -kw : h' 1W► cv a.5 f. of BEAM d R , s U' R BE.AAI , -- -._.. � � � _.__ CS 18x8 -0' STRAP w �,1 -� WITH 10d NAILS AT 2" O.C. + cnI I Ii r PLYWOOD SEE PLAN - -- 1 -8 4x6 FLAT LL �--- f j —_ - O ^"' SIDE R )(6x3)�x8-- I 5L0(:KING, TYP SIDE R )(a x4)�xti---- 40 wI Q f c? (J I � COL OUTLINE OF BEAMS �- ----ell-QX,---- �° UAP SIDES TO FIT 1 �� `�" 1 Ll T S 4x8x3, 8 COLUMN - •- ( I / W < n - Cc Cc >- -- ______--BASE PLATE f Q Q SEE DETAIL 2/S3 1 112" I _j PLAN ,Q } - - - -�_- --2x6 STUDS, 12O.C., TYP _ J \-------FOUNDATION WALL 17, - �, DOUBLE 2x6 TOP PLATE_, rr,'-- - Z { SEE PLAN " 1/2" BASE PLATE O ' l �\, ----- TRUSS SEE PIAN V re)n � � TS COLUMN SEE PLAN-- VQ� iv 0 Ma- 3/16 -3/16 R@Vfsxxns _ 1/4 Revision 1 C 1,0 eco. ELEVATION A ELEVATION Q APRIL 19 1995 COLUMN AT SASE PLATE ( 2NCOLUMN CAI`' AT CORNERDDETAIL BLOCKING/STRAPPING _J 2x6 STUD FURRING 2x6 STUD FURRING T —•-SOLID BLOCKING �TOI' OF PARAPET �-'r I/PARAPET WALT_ i�Y Of PARAPET I/PARAPET Yt'4LL � (2) 2 x 6 CON INUQUS c( ~ �g 2x4 FLAT BLQCKINi, ® 48' O.C. TOP PLATE, TYP. C '�., ' _ ABOVE HANGING WALLS, TYP 1 T,JTAIr r T �� � T - SHEA 1 „�llO, - c ` PLYWOOD ROOF TYP ---- — 18 358 IOP TQACR, ATTACH TO 1 -�= ROOF JOISTS, TYP, SEE PLAN --- ,\ WOOIO BLOCKING W/2-•114 'COD S(SiE:WS SiMFSON H2.5 SIMPSON H2.5 ® I FETAL STUDY 18CA x LENGTH If WA:-L TOP OF S_HEATHIN -�[.A STUD dEA STUD \ ANGLES 18HDS600 OR EQUIVALENT VARIES VOP OF SHEATHING -SOLID BLOCKING, TYP 2x6 EA SIDE ON BOT I IT 2x10 JOISTS ROOF SHEATHING 3'-4%. CHORD OF RF JOIST - 7- SIMPSON H2.5 IN SIMPSON �-RF T (LOW POINT) W, '� THRU-BOLT ' - --j = ® to STUD HU210 HANGERS 1� � 0 EA BOT CHORD + "• --�- f '•' TOP F" --LIS � � � TJW, SEE PLAN ' • 7/N 0 0 JOIS 2x6 STUD WAL_ k PANEL POINT `�'2x12 STUDS 10'-8 —� I IPLWOOD SHEATHING t2" 5?Ur � I \ ._® 16 , NOTl;H _ i v0T` EA IS �E STUD 16' n ! ,htA, .. ��I- .A'0,,�)OVER HDR �, --_ -- GIJ-LAM BEATS I 'vr ``� SHEATHING ., , SIMPSON A35 !! lx10 DI ciRS � / " 1 �_,� �_�. BP,ACE ��E a.,. .,I:;D zL'TGA �' A c � , FRAMING A I {i -_` 12,x6 d ��0 CEILING SINE G NCHN .NAI.. d EA 5](6— 8 81___ _�__-_ PARAr"-' FAi;IA ' ' `� 3 0 EA STUD ,� I WINDOW HEAD / A 32" O.C. 2-fi4 SCFcEWS TO > 4 o F �W/3�,od ►�h,LS • ` 8�_ �FI1AMING 2x6 0 31" IN SIMPSON i _ / F''; 1T,I 1N' , I 3-2x10 HDR -----.--rIMPS v U26 HI--l-IGER �. HU26 HANGERS, TYP. EA STUD ?. x hLG:;KTI'aC ___ ; I, ti --- --- ------ --NEPAL $T'��:�:i 3 "x?_GGA 0 16' O.C. cn --`;,iJF'50N IJ2E HANGEr? 2- 8d (METAL STPD B,;At,F T�1 Y6, 0 .Z� "-- HEADERS, SEE ROOF FRAMING, PIANT' ;I�:�N i �`� TYP PARAPET Edi ' 1IL ' SEC ION °W BANGING METAL STUD WALLS N lip" 5 , DETAIL _ r6'_� PARAPET A STORE. s Y` 7 _ S _ Z . a ; w ; R S4S4 t12'-T-o� 54 1/2'-T-O' 0 Y �ri c„ u' 1/43', EA SIDE W <c -5/8'0 THRU BOLTSl____`,11 4 1/2' 3' l 1 /2" RF SHEATHING, TYP 2) 2x6 CON? WALT 4x6 (FLAT) SEE PLAN ( r 1 TOP PLATE - -- -- - -- TOP t 3/8'x5 1/2' x 11' 3 X16 W,�2--3/`8'4x3' LAG SCREWS � T�, � TIE BLOCKING TOGk I-HER ♦ 3/1fi I W/ SIMPSON 5T2215 �TRAPS � " AND 16-16d x 2 1/2" NAILS � 1/4 L5x3z1/4 x 0'-6 � CENTER ON COL . ?S43 CO!, TYP W, 5 8 0 I 1 Y2 1/2' STUD BOLTS WELDE ' - EA SIDE FOR ATTACHING 2?_' TJL RF JOIST, TYP 2x6 WOOD STUDS PER 4/S1 + A A GL HDR, TYP., DAP SIDES POUR SLAB OVER 0 END TO FIT CONNECTION �- FOUNDATION 'MALI_ PROVIDE TYP C?ate— � 1/4'x5` z 0'-8' TYP I �` - _ /•� 14 TLP C.J. PER 8/S3 - EA SIDE W/1-5/8- i - 3/24/95 -(2) #6 AT TOP, LAP SPLICE Drawn By BACKER AND BEARING -� -- a---�i 2 -8BEYOND OPENING x5' r '-F" 1/4C�--�TYP ----- ' " �l� K V73 1/2' E I BREAK BOND BE[WEEN Checked Ly + -`--1 FOUNDATION & SLAB w/ Ts_s;�c T SEE DETAIL 2/S3 �, -{TYP - 12 LAYERS OF VISOUEEN - s 4�✓ 1 Issued By (Pl'i) a NON-SHPINK GRQUT` , T _J FOUNDATION, TYP Job No 3/4' - TYP SLAB ON GRADE 295097 ���� g G t 9 STEEL CO UMN AIL �p FOUNDATION AT VESTIBULE sheet No. ` S PACIFIC HWY , 139.35 — _— / NOT TO SCALE C� C� NSTF� UCT10N SST -- AF' R � L 19 , 19gS S -� BUP 94-0336, srr 94-0045 M 95-9205 29 OF 48 MICRO IIIIIiII VIII I VIII I � IIIIIII VIIII VIII I dill IIIIIII I VIII I IIID { I 61111 I I { III { I 1 FIBER- X11" 4MADE IN CHINA IN 7 11 1 j - - r.- � � y 1,�f'a 1, +' 1_•c, 1- I .� � tiT_ , Iii •••� � e 1 mo"- II ► o , Ilk z LA , W'/rte' S . ? •' �.. I ,_..� -_ "�� r'__-. •'.' - f `^ `1 ' CL ice. I -•� fir- __._� / __."__.__.- I "'�;. 14 x 16 __. _ �rt I - fir►, - I i r .. - �► I I r to r _ - CL -,� I 400 I i I o - . - I r4,' GENERAL NATES: �a t r HEN '�REASL EXHAL `,' r41.10U FURNISHED Esti' OWNED AND INSTALLED B'r y_t: _ ME•_.rraN :AL CGNTRAC TGR, INSTALL HOODS PER CODE. REFER TO HOOD DGAWIN'-;; FOR HOOD TYPES. SIZES, VOLUMES, DUCT CONNECTION SIZES AND � A01L,Th7NAl. REQUIREMENTS TRANSITIr.IN FROM HOOD CONNECTIONS TO DUCT SIZES MECHANICAL-PLAN NOTES: lit —� ANC C'XTFND TO WCOF MOUNTED FANS. C�t CONDENSING UNIT COP WALK-N i:).il_F_R FUPNISI~(:D h: OWN[` b - Eo ME(:HANIC'AL CONTRACTOR P1?(;viL1E 1 %2"Tr TYPE A'.F hOF'FF A'v:; 'Iv';'ALL A NEw ♦• . Ari. , AND 1 -1 /H"1+ TvP i)PP R f' r. - ,. _ E' ACR C�,' E SI-{.-TL_.t: LINE F•F?OM FIrAP�laATi�� .' N _ C•ONDENSIIJG !UNIT COAD AND SLOPE IJNf` PEP MANUFACI',RER'S 'Rr,fFiu';' , N INCFy=,=.'{ CPz.rAr;E ;HiM CL, r. e,N,; c;;.;.r,Cr LFN PROVIDE PATE PIPE CURE; ASSEMEII ;JP PIPE RUr)F PF:NFTRATIVNS IN'>; ACE rw iEC F •, "F k R'' r' i ;', :!' LT FI,R "- SUCTION LINE' WITH 1/_ APMAFLE:X 1)PE AP `1NV'H IN`%1;',ATII:�►� L'_I'A' t� _ A,,'L L rJI'EN A ^. �' )E_ LxE31.E L_� Ni.,N AND IN.,TALL A PI)OF p. :D i�-,AUST FAN WITH ROOF CURB IN THIS OUTDOOR!; WITH 4P.MA�LLx WE3 FINISH s# : 7cr', ; v 'ti:' PPL P T,''a ,F, r;T T r 1 t E N �. , , NNf_ .1' "v` -AN`;!Th;n, ,_i)CATT G T,~,r,, I� r r "" G L UR C'N. T ANSI ! NNE• TION T.� A 14"X1� VERTU A OP 4N INCTALI r. k, .r, AS �' ,_ RSL %�: JDF � INN CT To i.F.'I 1� 1 i. C' c E ALL cXHAL._•7 OU ) .FM ALL DUI:TWOPK ,HALL 'n' rrEP T',, fEMF�cA','r_E ; ONTkCJL cr.,_rF.' nt+,rr, !r✓ BF A .I_+MiNIIM TPM•' ")L, A MI btI f 122 CONUENSNNG UNIT F(:a WAI.v- IN FF'EE7FP r:IPN,=.HF.(' Br t ECGDE, NI �M OF 36' ABOVE ANr .:IR WY �I�I:.c,+,,-.Y'• t.. 1. ", PLAN C G ,-+CG.' '.AT ,�, tit - r , ETY M .HANIr.,A C.9 T F r C�F7 T. + LA MGA L C. 'CN INTAIIE w;T flN .0'-C`" Er t_ N A.A 1•)P �Vlf f: 3. li's PE AQP Cl_1N: t. 1; ,l' AND '/Ffo TYPE ACI? (;UPPER ONE F'POM F,'4F+()F;sr,)R fC, F!f_MI�TF i:ONDENSING UNIT TP,AP ANEW 'NUPE LINE`-. PEP MAN0FAC;�IF,LP":, •JAN AIF' Sint,_%IAF ;.1:'f.':.TU1'.. Pi1�y'I"'EC 'ti R, u;'c* ,r •,rJ i "I PCR.'"VIPF A VAV CONTROL FJOX IN THIS LOCATION R.OX ✓,HALL BE EH PRICE PRC1'vIGF PAT PIPE ?:' R6 •�«F_htHl.r FOP P 1- PC+ F c'r , ;:r: V'%+_;NTED & N1Ek'i �iC F FD Ic c,N C LTF "' ''I F l'_'1 E J. _NE r►?ATtc k._ N'_.I M MGDFL r EV,f SIZE 6- REF•ER O PLAN FOR THFF'.MUSTAT LOC:ATiON TP.A.NSITION St 1CTION TINE `KITH ?j,'" AR'I,AAFLF_X rYPF AP I INI;yH NSLILATIoN ;''r:A'r. ;►�1 {. A._ P c C'r' tiiTS '=.HALL c. !:FA' T v'A'ED F'c-r ti'TCf •-+t 'N'E�_lr FI?UM BOX )UTI.ET 10 12'X12" PLENUM CONNEC.T 10"0 FLEX DUCT TO PLENUM (?I TC+OC)I�S W TH AFrMnFI E.x WEA FIN SH 1 l t I, 1 l r r 1 1 ( 1 4'r"N 4N PF_.rr tiE'_.EFSAG T !. MFLI<_N T'il'; >E :'!!EN,.E F vE'pA,TIc.,N AND EXTEND '0 CEILING MOUNTED hPILLE. EI.T{:;T ff?nM BOX TO MAIN SUPPLY ( � ! _ `'1 ['.� I1ANI( .', i. 1' 1�OOR I ( ,,� .� Tr't!NIh :,HALL 13E 6'0. F,-r F k,An, 1 F XF A ! ••'v W !1 1. i',I { C "+ `° y 'y MAh.}_-I)P AIR UNIT (SF-2) AND EF-4 ON i(_,MRINATIt)N .'URB FIIPNISHED B'r ++ FM c^ -+"�' EA+-`. 1t1-_; NNt ..` FAN OWNFP AND INSTALLED BY MECHANICAL CONTRACTOR PPCI'VIDE CURB SUPPORT _ AS RE':I!!RED AND PER MANJFACTUREP": STANDARD',-, PFOOVIDE A FLEXIBLE 4 c%cMr F ', ry. y:. '.IN,T c; a• ,rF "•+a.,NNE r .�N!`;HE[ FT. w'NE.� a",,r' Ci�NNEr:TOR ON THE SUPPLY DUCT CONNECTION TPANS!rION FROM FAN TO D(-)('T VENTILATION SCHEDULE MECHANICAL SYMPL)L'_: LL.I''JL. • r ,•t,`, A '' r, tin ' r - J IFC NIT i : _ 4 ST1F SHI')WN AND EXTEND DOWN THROUGH ROOF INTERLOCK MAKE-jr A. I) .. a"• �,:F tL-P `F�1 I. I. , 'NL rr" .M FAN ANC. EXHAUST FAN OPERATION SO SF--2 AND FF••4 MI.IST RUN )N'' l F. GrT ;FAN AIR - i ''..' T P �;� y,.`_ SPECIFICATIONS O r - - -- -- - -- - _.-. --... • of E �. • , �I'rIULTANEOIJSLY REFER TO SF' C,-IFN ATIONS F R aDGt11 JNAL Gf.OUIREMENTS � +w, N'Y ''-Al A'•�; PF lVif'E DISCHARGE THERMOSTAT SET AT 65'F WROViGE AN INTERNAL . JMMFF , " ar .. Vey :w_ . I W�TEFSWITCH. NI: 'v'.. )NI' PCoT c c r I : + .N F y r•c A`t .-+r.L A c C r'F GI�NE'GATI IN':, N 'I A F Si If T!?N ,.INF AIVAF*,EX r'F N H N'.I; ,A' r,c N r , . TRANSITION FROM DISHWASHER EXHA 'TArr OUTLET TO 12"0 ALL WELDED 3TAlyLr L STEEL 50CT UP THPOLIGH R(10F. TERMINATE AE3!)VE ROC)F IN .'•OOSENECk FA";HItIN. Ir1 d PPjvir)E TWO 14.16 COMF3USTION AIR DU(-TS OF THR,DIJ(.H ROOF ONE DUr 1 ;HAI.t. - F ,;WN .,r AN . '.'. 4 r:T t ;{- r _� `OPEN WITHIN THE LJW P 12" F THE (;; rl � a F H N E 0 E EN. .O JPE AND ONF. f-IUCT ,HAt I. r)Pf:N G-- AN , Alt.-e'rrA-..E _ _f. ';Ac' TcP Iyt NA'F.- '•,E ,r.NT: f'E-R E. a '1,n; 4' 'M WITHIN THE UPPER 1;" OF THF_' ENCLi)'UPE PROVIDE A F21�OF JACK, ST'af M c r + - r 1F- :.Ac :E a.Ftr COLLAR, AND AL1.--WEATHER CAP F ,.,`• r` Cry ICE 51Jll_DER FURNISHED BY KITCHEN EQUIPMENT "UPPUEP AND INSTALLED Bt c, (1_ PnOC' MGJNTE, VAr E-JP AIP UNIT '<F -1 ANr; IF- 2 J N CLPH MECHANICAL CONTRACTOR PRC'VIGE C HILL.ED WATER AND AIP PIPING �.J!7 F JP►�;HE:1 G- 1116NEP do INSTALLED Rr MECHANIC AL --XiNTRACTCR t'ti()vIDE SPECIALTIES AS SHOWN ON THE PIAN AND PER SCHEMATIC ON SHEE1 M3 t r ' •JRB SUF'PrF' A; 13EOUIRED AND PEP MANu�ACTLIRER', �,TANDARL' Flpll)vC'F SEE AN(HITECTURAI. AND PLUMBING L)PAWIN'iS FOR ADDITIONAL RFoUIPEMFNTS A PLEXIBL �C;NNEC'�P ON SUPFLi DINT CGNNE(:TI'IN TRANS!TNC)N FPOM FANPIPINGF E' r CHILI. C) WATER LOGATFC> r}UTDOG`RS SFIALI BE HEAT TRADED. HEAT IF�AC.E N- 'O DUCT 12E ' ;wOWN AND EXTEND v)WN THpI_I P!,C-jF- INTEPLOCF MAKE-LIP SHALL BE MNNIMUM 15 WATTS PER FT SEE ELECTRICAL DPAWING':; FOR AIR UNIT FAN 04D FXHa'.1ST FANS ')PEFA11rJN, Si.r ' F-t, EF.-2, ANE, FF- 3 REOUIRF.MENTS MUST PUN S'MI.;LTANEOUSLT REFEP TO ':+PECIF'ICATIONS FOR ADDiIIONAL _ PEGUIPEMENTS PP(:VIDE DISCHARGE "HEPMOSTAT SET AT 651F F Fn'dIC E AN :NrEFNAL )1)VVF4-W'NTFp ^WNTCH r1�J CONDENSING !,!JIT POR ICF LAUILDCR PUPNISHLO BY KITCHCN EON.IIPMENT ;UPPI..IEF AND INSIALLEC BY MECHANICAL CONTPACTOR PROVIDE A S18"Q TYPE Ac:R CIIPPE:F' I c CS F MI _N'E' 4'' +•F t.kNAIj'1 NI'T FAN & . .)G'c�, FI;F .rlFt' �Y (?WNE�' ANTI LIQUID LINE nNP A 1-3/8"m TYPE ACR COPPER ;UC-TION LINE FPFJM ICE P.UIL,0ER Ti) , r ti r � CONDENSING UNIT TRAP- AND SLOPE ONES PEP MANUF`ACTUREP�'S REQUIREMENT'✓ C'.,N RACTOP KFEF, TO `-,HELI M2 Ff';P ADCrIrIONAt INSULATE SUCTION LINE WITH 112" APMAFL.EX TYPE AP FINISH INSULATION WITH F'E'J:IFO'EVFyTr. p re•„IC+F .I;c'F SIJPPr.#PT A`; REQUIP�ED AND PEP APMAFLEX WF3 'FINISH MA,Iyr;rM:_T :aFP ; WE :'")MMENPAT!,`)NS TPANSITION FROM FAN TO DI_'rT SIZE. :,Hr'AN A' , igFA=,E EXHAu,T GI_1r1T ';HALL BE 16 GAUGE STLEL WITH WELDED r -- *- �17� '.HILI.ED WATER PUMP FUFN,SHECI BY I'iTC�HCN EQUIPMENT SUPPLILP AND INSTALLE_U ";FAM CC)'t�:p' ' ' PEFQk T�; SFE:IFrC;AT10N FOR ApGITIGNAL RE,;IIIREMENT+. Ear MECHANICAL CONTRACTOR, PROVIDE CHILLED WATER PIPING ANO SPECIALTIES nan"nUf. _LEA_W,jT'; AT ALL OFF°aETS AND ELE30Wr, ALL ELE3Ow5 SHALL BE pFE'rFNT GAEASE BUILDUP ;LOPE GREASE DUCT TC) HO()G AS 5N(?WN ON THE PIAN AND PER SChIEMATIf AND, DETAILS 1?N SHEET MT _r WILL -� >— uWr• r t - : .TEC? GPEAsE DUET INSI1LAt1r�N THAT REDUCE: THE ". �ft�'�" jl$� AIR PUMP FIIPNISHED 81 V•,ITCHEN EQUIPMENT SUPPLIER AND INSTALLED Hi S f V I CI'V) ��� ���•T C .FAPANCE TO 3", 1NSULAT(ON SHALL MEET LOCAL. CGDE - MECHANICAL CGNTRICTOR. PPOVIDE A!rt PIPING"AS SHOWN ON THE.. PLAN AND PEP DESIGN CV SCHEMATIC ON ,HEFT M3 PACIFIC HNVY . 13935 t ooNsuI_TAY Ne, 9v�� 8UP 94-03:36, SIT 94-0045 MEC 95-0205 30 OF 49 4m . CONSTRUCTION SET APRIL 25. 199 ► M1 F o » MtC L � � IIII I III I Illil I I , III , I I , III I VIII I VIII I E VID II I VIII I I ' lll ' I I I I41 FIBER- (;lAI,1 MADE IN CHINA IN 7 ROOFTOP UNIT SCHEDULE — MAF+ -_..._ - _ExIEkNAI COOLING —_-- HEAIINI'+ VA:.r ELLC'4V.A. MINIM'.. MANIiFACNRER MODEL N(1 GFu STATIC BI UWEN - --- T IN. WG H P TOTAL BTUH SEN`sIBLE HTDH DB �� WB AMB (QUI/ INPUT BTQH OLIIPUI VOLT/p/Hl i MUhAI LENNOX 6624- 1603 5200 06Q' S0 150,700 (44.000 77/65 105 270,000 �I6.000 208/.`/,% n; - MON oC'124 1853 6000 O 60" 50 184,000 177,000 80/67 105 235,000 I 1111.000 1U6,r. /AU_ WO E R. N EVAPLfA • MON- Gf524 1851 6000- 0.60" 5.D 184,000 177,000-1 BO/67 _ t05 235,000 - 188,000 -`-^8/3/FT L 147�,_.t F R.7W F7Apr,&A NOIL, 'I PROVIDE POOF'l F UNITS W1 NEW OUTDOOR AIR ECONOMIZER & TIME CIELAf ON COMPRESSOP RESTART - JI PROVIDE ALL UNITS WITH NEW UNIT THERMOSTAT, REFER TO IEMPERATURE CONTROL SPECIFICATION. MECHANICAL CUNTPACTOP ';HAIL PP'NIDF A C,LA,• LOC rr. I 3) SEI MINIMUM FRESH AIR AS SPECIFIED ABOVE 4) REFERENCE SPECIFICATIONS FOR ADDITIONAL INFORMATION 5) PROVIDE A 14` HIGH SOLID BOTTOM ACOUSTICAL ROOF CUPS FOR ALL NEW UNIT;. 6) FHf NIDE A UNIT MOUNTED DISCONNECT SWITCH FOR ALL NEW UNITS 7) PR,?VIDE FACIORr MOUNTED SUPPLE AND RETURN AIR SMOKE DETECTORS ON ALL NEW UNIT'. PRE WIRED AND INTER, o) PROVIDE A MODULATING POWERED EXHAUST ON UNITS RT-2 AND RT-3, AND BAROMETRY" RELIEF DAMPER ON UNIT R' Q 3) FOLLOW MANUFACTURERS INSTRUCTIONS FOR STARTUP AND INJTALLATION. 10) MECHANICAL CONTRACTOR SHALL PROGRAM THERMOSTATS PRIOR TO JOB COMPLETION. AND TRAIN OWNER IN OPERATION W 11) LENNOX IS AN APPROVED ALTERNATE ROOFTOP UNIT MANUFACTURER CONTRACTOR IS RESPG&J' r.. f 'A -I I, G Q REQUIRED 70 INCORPORATE ALTERNATE EQUIPMENT NAIIONAL AuCOUNT ENGINEER TO REFER TO BOSTON CHICKEN CONSTPUCTION MANAGER AT LOCAL REGIOR . I Y 0 Z _EXIHL'- L T INSTALLATION DETAIL ----.-------- --------------- SCHEDULE OF DIFFUSERS AND REGISTERS Z = 0 _ O �_ G l DESIGNATION MANUFACTURER MODEL NO TYPE NECK SIZE FACE SIZE FRAME Tr PE N(' MAX REMAPrS IL w — A FH PRICE ASCO/813 LOUVERED PER GUN 24'%24' LA(-IN SC: _---- --- ---E M H PRI AMW D 813 LOUVERED 15'%15' 24"x24' LAY-IN 3-WAI THROW LTJ y� _ C [ H.PRICE SCJ/SPL LOUVERED PER PUN 24"X24" LN(-!N < }0 D E.H PRICE RCD/813 ROUND SIJPPL PEP PLAN SURFACE_ <, 3U _ w ^a) NAILER -� COUNTEPFLASHING F E.H PRICE 96(/813 LOUVERED RETURN 14'X12" 16"XIY SURFACE < 30 - - -- F E.H.PRICE 96L/SPL LOUVERED RETURN 22"X21" 247X24" UAL-IN < ]0 FRUVIDE SO TO F- ..�.�. ! -NAIL E.E.—N. ICE D40 5 87 T-E3AP SUPPLY v LAN 374 SLOT 4 , 4-SLOT < 3G JERTiCAI DISCHARGE-- - - - - - - i ---- H EH PRICE 7804150/81 T-BAR SUPPLY PER PLAN I-1/Y SLOT 48". 4-SLOt < 3r, 1 VERTICAL DISCHARGE — IIIV`.N' I J EHPRICE 535Di 813 SIOEwgLL 14"X18' G'920" SURFACE < PAIL EQUAL 1 - - -- — --- - -- -�- - HASE Pln'- —._WOOD OEC+. I NO'ES1. REFER TO DRAWINGS FOR FURTHER INSTALLATION AND APPLICATION DETAILS rUPNISH AND, INSTALL A SUUARE TU ROI/ND FOR ALL GRILLES. OTHER APPROVED MANUFACTURERS ARE TIT;:, KREUGER, METALAIRE. AT MANUFACTURERS MUST MATCH MATERIALS, TYPE, 1 AND PERFORMANCE OF LISTED DEVICE. I n PROVIDE INSULATED PI.ENUTA ON ALL SLOT DIFFUSERS. J� ROJF-0P UNIT CURB DETAIL 03 EQUIPMENT RAIL DETAIL KITCHEN MAKE-UP AIR .AND EXHAUST PACKAGE EXTERNAL HEATING (GAS) ELECTRICAL I INAR'Y MANUFA.CTUPEP MODEL NO CFM STATIC FAN EXHAUST FAN DRIVE REMARYS NO IN WG RPM HP CAPACITY VOLT/V/HZ TYPE TYPE I _ INPUT BTUH - - -- F" 1 CAPTIVE AIRE SAU-812 4480 0.75" 960 :.D 340.000 208/}/6(1 gR-2 CAPTIVE AIRE HMUA6/12 '980 0.25 7040 TJ 160.000 201 Lr_2 CAPTIVE AIRE NCA18B 3500 1.25 1100 t_5 - -_ 1873/60 UP BLA5. BELT L__---------- � ( EF _; APTIVE AIRE NrA148 18001 100" 1230 3/4 --- 208/:;160 UP-BLAST 9ELT FIRNISHEO Rv FITv —T MAY.E-UF AIR UNIT AND +Il,.-.rN EF-4 CAPTIVE AIRE NCA10B 12251- 100" ? 1/3 208/3/60 LIP-BLAST BELT ( EXHAUST FAN ON COMBINATION CURB IT `' 1 DIRECT FIRED HEATER EF-6 ONetIVE AIRE NCA10B 12231 1.OLY' ? 1/} --- 208/3/60 UP-BLAST BELT NOTES II KITCHEN EXHAUST EQUIPMENT IS FURNISHED BY OTHERS AND INSTALLED BY MECHANICAL CONTRACTOR DATA SHOWN FOR CLARITY, REFER r; J+T::E AIRE HOOD DRAWINGS. HV-1. FOR ADDITIONAL INFORMATION. / ll 2) PROVIDE AUDITIONAL MOTOR STARTERS & RELAYS FOP INTERLOCK TO EXHAUST FANS. FOLLOW MANUFACTURERS IN'7PLICTIONS FC' ( 11 MOUNT THESE CONTROL DEVICES IN THE SF-I & SF-2 CONTROL. PANEL EF-2 & EP-3 SHALL SE INTERLOCKED WITH SF-1 1NTERLOC4ED WITH SF-2 3) SITE SPECIFT, ENGINECA OFRECORDSHALL REVIEW AND COORDINATE KON HEN HOOC'.5 AND FANS PRIOR TO DELIVERY TO 31TE- E.CLIPMFNT 3UPFURT - RAIL. REEF % - --- - -. DETAIL C13 EXHAUST FAN SCHEDULE T J t - FLANGED CONNECTION FOP DUCT �- EXTERNAL _T ELcf[PICA( 1 �< ��r- UP SUPPLY DUCT EF- 1 GREENHECK GB-80-4 350 0375 IFi80 < 51 n /el :., P-� T - J MARK MANUFACTURER MODEL NO CFM SP RPM ONES r' TO P fIFILATNN MZ ' U 1 � 5! I/ IJ r - EF-5 GPEENHECY. GB-120-a 100C 0.'.50" '.007 6 7 1 1151 , GCL j�I A :,f ';EILNG — 4n; n —MAK.E-UP AIR SUPPLIED THRU SLOT DIFF1ISEP AIR FLOW SHALL ACCESSORIES85-BIRD SCREEN, BD-BACKDRAFT DAMPER, Si -PREFABRICATE[) INSI!'LAEt 40^F C:RB. BE VERTICAL DS-DISCONNECT SWITCH rr PF I EXHAUST HO•?D FUP.NISHEC P nWNEP LCiS LEN L hvFl / 'I� �' 1 AND M`.TALI B+ MECHANICAL CONTRA 1C1R NOTES 1 , REFER TO ELEC RDRAWINGS FOR WIRING. — RIPE Ex nN(:UISHINO HEAD PER NFFA 9R RCOIURFMENT; 11 ALTERNATE MANUFAC4CTURFRS ARE COOK, PENN, ACME, SUB.IECT In GEPF REFER TO HOD DRAWN[); ON FOLLOWINIS PAC.[I ANC - -- 3) EF-5 SHALL HAVE FACTORY APPLIED CORROSIVE RESISTANT -T 1� lIFCIFICATONS PUR ADDITIONAL INFORMATION - - CLASSIFIED BAFF'I.E TIRE PF-ASE FILTER. — - ---- ---- -- ---- — cPASE TROUGH99 MECHANICAL -SCHEDULES 'OO+INO EQUIPMENT (BY OTHERS) DIWOrYJ One eDLIK OE1p rµ-nntiw Yat[,rgalq• .. aDwy b mr rr+ Jeanpy a tKn Meeh ror me wmwele ala or w `b - llftO eDlr ro. 011 nloH twn ltll .M,A .1 1 iKH J•awnq y +cMm,rilt ane 1 gat •D u+ 0 +IN, .ar !, Nn IOn tI 0. PWnrouq 04ont .1 L VI" rM uctunl fee aeu^emen4`n +Innq al on pitta one HVAC una +aa :Haw+ on lx" •. [OGe requmemerb S"STEM ----- ----- - - -- CSN CONONSUI_TANTS N. `:4 KITCHEN EXHAUST HOODS DETAIL PACIFIC HWY , 139C5 M2 BUR 94-0336. SIT 94-0045 W C95-0201 1_01F 49 CONSTRUCTION SET APRIL 25. 1995 ICR60IA I � I I I � I I I I � I I � I I ISI I � I � I � I • PWPIt- OLdNR NAGE IN �� CHINA �� IN �� ■ ■ ■ ■ i t TE E i T 1 U0 LN�w:�l L.1 i NOTE. PROVIDE_ AN AIUMINUM JACh.ET 1 -3/8" INSULATED SUCTION ON EXTVRIOR CHW LINE INSULATION HNF (ICJ(? FI UP iES'�) \ HEAT �AC'E: AL[. EXTEki(iR I�HILLED zWATEF HNE`i (1 _ WATT,/FT} (100' OFA Lr �` AIR VENT ---. \ LL) ;t.il. Tit-)N LINTco TRAP f uP OIL LIr12% ., -.__---- __ FFTI��+N \ - PROVIDE. A VALVE AND 1 r_:_�__.._... __._.._ \� N ,11 S THERMOMETER ___.__._..__..__ —�:-�__ ___ __.._______._ (3 _ UNION AT ALL r rI 'NFA �IP ` � �._. UMALL CHILLLISI _ 1HRE E WAr I _ 6C` C•PM <�• _.. _._.__---_....._ _—_.._..,___.____._.__._.- —�} I�„•gt.�u,Q�? ,�-- 3/4"0 MAh,C UP WATER AN) ( - / i `VIBRATION ISOLATOR (TYPIt,AL} — _ ---.,_______ /� BACKFLOW PREVENTEF Ear I i �IQU:1: LINE ? A';= _ m 73 f�% ,/; �.1 PRES':.[IRE GAUGE /'Ti'� PLUM6ING CL7NTRACTr)F+ �!rJI,�, w nE K . I LUNCpF1E PAI) BY �\ _ ._ j/ co /� / � /J �:ENERAI �U�TRAGTnf?. ' T \ Su(TON DIFFUSER t"0 AIR I ItJE I j ��/ / /�/ 2'0 0'/fRFLCiW PIPE TC, .- 1 (1 -I.t ",t IF FLOOR DRAIN C.VE� �/ /` I PIP ti' ✓/,//'�' / /� M I r-� -fit '/ �/ / '� OUT Z DRAIN LINE. E FLOOR DRAIN L___ T J rrt ' r�q 1 1 C UNCRETE. PAD Y GENERAL CONTRA(-TOR --'� ��, C� LL RE PROVIDE A VALVE AND UNION AT ALL T J CIRCULATING PUMP REFER TO --`� / f AIR PUMP +\ FLOOR (GRAIN (TYPI,At.; O EQUIPMENT CONNECTIONS (TlpICAL) DFTAIL M3-03 PRp'VIDE A DRAIN 'v'At.VF AT L'-)'N POINT OF M n- FLEXI8LE CONNECTOR — r cl -u '---- GRAVIT'r FEG ► 1 j SYSTEM AND FlPE. T..I .l !R C�RAiN 01 PROCESS CHILLED WATER SYML30 S l FCtND 1 02 PROCESS CHILLED WATER SCHEMATIC _-_ ___.._ __.__- _-____-_.__ I t ! J I I f I - I PRESSURE GAGE W/' TAPS .� r r ACROSS SUCTION U!FFUSER, �, Y VALY,. '� Pl MF SUCTION & DISCHARGE BUTTERFLY VALDE 17 FL.EXIBLENCONNECTCIJ r FLEXIBLE CONNECTOR I � `tF NIC-ED REDUCER (AS REULfiREC) SUCTION DIFF!.,SER CONCRETE INERTIA EASE W ' !SOIATC'RS I 4' CONCRETE -A,)USEKEFF!NIS I PGD BLG '+vC`IW►� ,O 'rc_ARES' -�� ('UMP PREM BUNTED ON A E A' E 1 BLCJ R ^,RAIN PRCNfGEC' B+' N!7"HEN FQUiPMENT Sial r HEN VOUNT ON A CGNCPF-E PAD FRO-viDE Nr;Tf_ ;,Fr-iON PtPI`,3 `:'-ALL BE INSTALLED "C!RiZONTALL! KGREFUND PADS FOR !S(.I[AT!(jN. - ,`EP';C.AL FORCLARITY. ! i 03 CHILLED WATER PUMP DETAIL 5 5 SYSTEM MSA 295N, 7 DESIGN 953909 CONSULTANT S �- PACIFIC HVW . 13935 BUP 94-0335, ,IT 94-0045 1 V 1 MEG 95-U20'5 32 OF 49 _ _ CONSTRUCTION SET APRIL 25, 1995 1wi ' 0 19 m ic I� ' IIIII � I I � III I VIII I IIIIIII VIIII VIII I I � III III I I � III i IIIIIII II �1I ' Iii� � RIM-RIM- C.LABB 4MADE IR CHINA IN 1161 i' ll 4 1 S z J LINE 11001) - 1le07'1S,-4:RlF /1001) 1 1 <L Q 1 ' x R w i Z . _ A r t! - - 11 & t E co ll_ U Q Q —. I v AN�;iI_ � - 1 .:�.' v''<E T ;HFMICAL e 'M, (l, .ir. - v i• Gi -1 'rF)R�_ _ .ION SYSTEM � n F �4_WIw,EC) 100 WAT1 BY THER'S 'v.,.NDE'Si^ENT UGHT FIXTURE A 1 r1 COND!!T FRt.)M Tri ,iiijT -COWN FBF LAv 1100D , �-'V(.710A' V/1,11' MODEL )1:2.j W) _ 11 as ,..,% r , I,I RCL r: o ,. �, _ � r. ,. .. EfT ',IDI f ,HIT 1 - , 14 I ` �' r 11; •"1.11 . ;�il.'r''�l'i',l - � '� ^' � -. Y U R B L, A S T EXHAUST F A N O , 00,\ Tit' I(Y )�i I'11F. (J C,,�� 1'1,11_. 7(-,, 1'r, I'VoliM 1• NIJ ,A "''1ART 1-11 AV") ( '()AffTE7'E EQU!1':191' Y UPMODEL NCA186 -7.117 1 ;f, ('!11..'( '1;' 1,[I7' AND RVY7 %: \ ''r j',-1C R fi Y FOR r1AF,`RAN } HOOD INFORMATION TABLE HOOD ACCESSORIES TABLE HOOD INFORMATION TABLE • w ` SYSTEM DESIGN M5a 295N^ 9,.3 909 r .. CONSULTANTS !soc Al - H V _ 1 ' r PACIFIC1�V111�". i9M ,..""'.__._.. - -- - ._....._...____._ _._.......___.______._._. __ , SIT94-OM �-� CONSTRUCTION SET APRIL. 25, 1995 MEG 95-0205 33 OF 49 019 micIII I VIII I I III I VIII I IIIIIII IIGl" 4MADE IN CHINA IM li6l1 1 I 3/4"TW 1 l r { UNDERGROUND i I PROVIDE bx4 H03 FOR ��. 4' STCOM� 8 2'/2" 7 ✓ 2-CW SERVICE. 4" SANITARY � 4" `';IC*M DOWNSPOUT 11/4^GAS FRON AsoO 4 , I t rIF:AUEk 1 c Ir 17 ry •33.5 1`, !4 r 16 1 i I 4, , ,ri I E i F)U N D�,004 & s. t` �'' •. . ._,.—_4 .-���� 1 t + 1 , t1p"V'� ' 1� Al 1'/ -----�'` V) �(•(��JkE1 011, Akr I 4 C _ . 14ti4 4 S �32J� I2y/ FUTURE 1 . P 4 F UTURE 1 4y 3 , , ___J —_ _�l t 1 N, -I~ I A -fid' �..- '' i'� { ► A 7 ► . ,� V 4 E G1 G1 ,, ! BC „ »_ »_ -� ROUTE t" STORM LINE 'DOWN ; L- I PROVIDE 6x4 HUB FOR +..,.- , < ' I�w� ----yl;R�-----•-. �_•-.� ...�.. .I� .�».� �.���(;Ft....,.,.. ..�.,M. _.�` lU `� � . � -- �,trr!._..�- -_ _ � � ( IN WALL, BELOW FLOUR, AND .., , " -- � « TW- - STORM DOwN5P0UT 2 4"CI I 1 BELOW GRADE AS ;MOWN. ___ - t r. I r / I '/x•• ! FROM ABOVE PROVIDE WALL CLEANOUT AT � _L >` • I I BASE OF STORM DOWNSPOUT U H t'J) I NEAR FLOOR 1/4 Ll I 25 r� 1" A I i I 1 ` /2" I F �„J � /2"HWF2 1. E I Ea \ I .. _ �- FFCO / t3 QED r F F ., FFCO «r «f« --G R GR_..... r-. ._ -- ,k - - _.�1.. -- - - -1- --�GR - A 1 6 r _ Z S� ,- - -GR� _�_ - _ J. ---r— - __'-�-• ' .. .fir . ; ( \ J �' h I • t I 1 (�"� :w ,��{{ i' L..__,.p I /// ' 290 /2 i _ .'" v Q i 2" 1 /2" ?1 12. L. 501 F ) I I Lj.J 4' rcJ `7 ._ CL a✓i" 2" I Q R � '' h t I 4"(,I - - F I ; " PROVIDE 6" PVC I ----�---FW--- W i `� ;. CONDUIT FOR E _ 4 - SOA IN { •j* -« - -- -- _ TGR I STUD UP 6" AFF. ' • 2 • I ,^ 3" 1456 1 3/4"C W `� 10 5 BELOW � 2 ( I 11/?. 11/,►^ FLR. SLAB Am 10 1, �. 164+ �Dq� vs�YlAFtli+4Fa�#a',�dr►G I 451 3/4- �r , I GAS REGULATOR VENT' iA FFCI` \ I 11"". i4 THROUGH ROOF t 1 45t t a , 451. /2*RPBP • '' 4"'AFS _ /4 �^ (TYF' `_') I h lc - I \ J GR ld 2^ ti D _RPBPA I G I - - �� /2"P.FBP ( � (TYP _ 1/2" I I F4 4 c W`CO 1 ' PROVIDE 6" PVC . 3/4" CONDUIT FOR i 2" 2" I SDA LINES, '/2"HwR � STUB UP 6 AFF. 200 4 F -"' 1..� 1/2" FW DN TO +-40" AFF, 2" '— C /2 �t, . I I ` CONNECT TO STEAM TRAY FILL FAUCET (V; 1 F W 1 _ - --- -CR-- FFCD .�. .7�FFCO �''^-� F� F FCO _ } 3 -- t 4. ♦ 450 J 212 125 " V ROUTE 3"S i LINE DOWN IN WAL,_ BELOW !; FW_-- -----_____-•r. �` GRADE AS SHOWN. PROVIDE WALL 450.1 J ,t . CLEANOUT AT BASE OF STORM DOWtN- 1450., ( 1) S SPOUT NEAR FLOOR (TYP. 2? PLUMBIN3 _SYMBOLS PLUMBING PLAN NOTES -- -W - WATER MAIN OR BLDG. SERVICE L� COLD WATEp. STUB OUT DOMESTIC COLD WATER 5'-(T OUTSIDE 1, PROVIDE LUNO x!25-BC WATER FILTER SYSTEM MOUNTED ON WALL --- - - COLD WATER (CW) BUILDING. REFER TO CIVIL DRAWINGS FOR CONTINUATION. MAKE IN ACCESSIBLE LOCATION ROUTE 1/2"CW SJPPLY TO FILTER AND -- - - HOT WATER (HW) NECESSARY CONNECTIONS AS REQUIRED. EXTEND COLO WATER 1/2"FW TO SODA DISPENSER AT DRIVE THRU AND 3/4-F-W TO SELF_ 1/2" Fw DN TO +2�" AFF INS'DE WALL DAYLIGHT OVERFLOW. - -TW- 'EMPE:RED WATER (TW) 110' PIPING, SUSPENDED FROM STRUCTURF ABOVE CEILING, �Sr. DOWN SERVE AS SHOWN ON PLANS WITH CHROME COVER FOLATE ELBOW DOWN do 0\&R -- - ---- WATER LINES BELOW SLAG IN PARTITIONS 10 SERVE FIXTURES AND EQUIPMENT AS SHOWN tr12 PROVIDE C'UNO #4S-BC WATER FILTER SYSTEM MOUNTED ON WALL TO ±8'-9" A.F.F. ---Fw --- FILTERED WATER SUPPLY ON PLANS, PROVIDE SHUTOFF` VALVE AND HOSE BIBB FOR l� r (COORD. WITH ARCH ) - - -- - -- PLUMBING VENT (V) SYSTEM DRAIN DOWN IN ACCES:IBLE. LOCATION. ROUTE 11/2-CW SUPPLY 'TO FILTER kND SANITARY WASTE (SAN) - BELOW SLAB/GRADE 1/2"FW 1,7 ICE MACHINE PER DETAIL ON SHEET P4 GP GREASE WASTE (GR) - BELOW SLAB/GRADE 21 BACKFLOW PREVENTER: PROVIDE APPROVED BACKVLOW ----,T---- STORM LINE - BELOW SLAB/GRADE PREVENTER ON DOMESTIC COLD WATER PER LOCAL AND STATE [1:3] INSULATE WATER LINES 70 PROTECT AGAINST FREEZING ON ALL ST STORM UNE - ABOVE SLAB/GRADE AUTHORITIES AS REQUIRED, EXTERIOR NAt.I ,. G NATURAL GAS LINE (G) 14 PROVIDE HEAT TRACE ON COLD WATER PIPING TO ICE BUILDER TO 2�G t PSI NATURAL GAS UNE 3 HOT WATER: PROVIDE TWO NEW WATER HEATERS HERE SIMILAR TO A COMPRESSED AIR LINE (A;, "GAS WATER HEATER AND EXPANSION TANK" DETAIL. ON SHEET P4. PREVENT FRE �I..., BY EL.CCIP.ICAI. CONTRACTOR. 0 CONDENSATE DRAIN LINE MANIFOLD WATER HEATERS TOGETHER WITH F_G'UAL PIPING. E1ctEND �� PROVIDE 1 -112' COMPRESSED AIR LINE FROM AIR COMPRESSOR TO ----o -- 0 PIPE TURNING UP/DOWN NOT WATER PIPE, SUSPENDED FROM STRUCTURE ABOVE CEILING, �4 BALANCING VALVE & DOWN IN PARTITIONS, TO SERVE PLUMBING FIXTURES AS AIR DRYER LOCATED ABOVE COMPRESSOR-VERIFY LOCATION. ROUTE SHOWN ON PLANS. 1-1/2" COMPRE5SEb AIR UNE- FROM AIR DRYER TO EQUIPMENT AS r,k CHECK VALVE SHOWN ON PLANS. AIR COMPRESSOR AND DRYER ARE OWNER �� BALL VALVE (BV) FURNISHED. GC +NaTA;_LED, AND PC CONNECTED ' FIXTURE !CENTIFIC.ATICIN U VENT: PROVIDE NEW VENT 1HRL; ROOF IN THIS VICINITY PER KITCHEN EQUIPMENT IDENTIFICATION "VENT THRU ROOF (VTR)" DETAIL ON SHEE-T P4. EXTEND NEW 16J PROTIDE 1'"Cw LINE TO LUNO #FS--1200 REVERSE OSMOSIS SYSTEM PLUMBING FLU0R 1'LA N AFF' AFG ABOVE FINISHED FLOOR/GRADE VENT PIPE, SUSPENDED FROM STRUCTURE ABOVE CEILING, AND MOUNTED CH NE WA1.l. COLD WATER RFVFN SUPPLY . R.O. SYSTEM !S FIRST _ -i_ IW INDIRECT WASTE DOWN IN PARTITIONS TO SERVE FIXTURES, SIZE INDICATED FURNISHED SHEDNANED PCC INSTALLED PREVFNTE R. R.O. S'+STEM IS PC F'W FILTERED WATER FOR SIZING SEE WASTE AND VENT DIAGRAM ON SHEET P2. 1 Cr V'TR VENT THRU ROOF �-�� (171 pCJ 1 E 1" COMPRESSED AIR LINE. DOWN INSIDE WALL, STUB OUT PC pl 'JMBING CONTRACTOP LSI SANITARY WASTE STUB OUT 5'--D" OUTSIDE BUILDING. REFER CW COLD WATER TO CIVIL_ DRAWIN"'S FOR CONTINUATION. MAKE NECESSARY "" AFF AND MAKE FINAL. CONNECTIONS TO KETTLE AS REQUIRED. CONNECTIONS A ' hF01!:,tED. EXTEND WASTE PIPING BELOW TEs li')UTE 2- 1 2' GAS LINL EXPOSED, SECURED TO FACE OF' WALL r�W HOT WATER r_ [-� /f•. 1 CO CLEANOUT FLOUR TO F!XTUI CS AS SHOWN ON PLAN AND/OR AS REQUIRED BEHIND STEAMERS TO GAS HEADER PFR "COOKING APPLIANCE GAS / WCO WALL CLEANOUT BY LOCAL AUTHC RITIES PIPE" DETAIL_ ON SHEET P4 o (- FFCO FGCO FLUSH FLOOR/GRADE CLEANOUT _) O ANGLE STOP (6 GREASE WASTE, STUB OUT 5' --0" OUTSIDE bUILDING. REFER [1 J9 ROUTE 1 -•1/4 GAS LINE. EXPOSED, SECURED TO FACE OF WAL..L HUB DRAIN TO CIVIL DRAWINGS FOR CONTINUATION TO EXTERIOR GREASE BE=HIND KETTLES TO GAS HEADER PER "COOKING APPHANCE GAS FIXTURE BLANCH SCHEDULE FU FLOOR DRAIN INTERCEPTOR. MAKE CONNECTIONS AS REQUIRED. EXTEND WASTE PIPE" DIE-TAIL ON SHEET P4 PROVIDE ADDITIONAL GAS STUB FOR _ RI ROUGH-IN PIPING BELOW FLOOR TO FIXTURES AS SHOWN ON PIAN AND/�?F� FUTURE EQUIPMENT (200 CF1•1 ADDITIONAL). FIXTURE Wg1ER WATER WASTE VENT I Ix- ON r AS REQUIRED BY LOCAL AUTHORITIES. � FPC FIRECPPOTECTION CONTRACTOR - PROVIDE 3/4" CW TEE WITH REMOVABLE CAP AT 6" OF WITH ' MC MECHANICAL CONTRACTOR C7 BRANCHES: PROVIDE HOT AND/OR COLD WATER PIPES DOWN IN CHROME' PLATED ESCUTCHEON PLATE WATER CLOSET (TANK) /I' -�-- 4"_ 2" ESCUTCHEON EC ELECTRICAL CONTRACTOR PARTITION, WITH HORIZONTAL BRANCHES IN PARTITION TO URINAL FLUSH VALVE 3/4" ` ` 2" 1112. � 2t SEE MOP SINK DE TALI. ON SHEET I'4 � � ,INR DEPAPTrr1ENT OF NA1T,;RAI RESOURCES SERVE CARIOUS EQUIPMENT. REFER TO "KITCHEN EQUIPMENT` � C! CAST IRON AND "PLUMBING FIXTURE"' SCHEDULES, LAVATORY/HAND SINK '/2" 1/2" -1'/2' 1'/2'� COOLER CONDENSATE DRAIN DISCHARGE DRAIN TO FLOOR 'INK � FS FLOOR SINK ERA710N ---- t_.._.._ - 1 ,. � f-----•` gn ,�. �_ " -,;.g tine RPBp REDUCED PRESSURE BACKFLOW PREVFNTER C� �I T_ WITH THE LOCAL CAS COMPANY TO COORDINATE L.00.ATIONS OF CONNECTIONS WITH REFRIG . JANITOR'S SINK /2 /2 3' 1 /2" E3 GAS SERVICE. C UORf NA E BV BACKFLOW PREVENTED INSTALL A GAS METEN AND PRESSURE REGULATOR AT THE CONTRACTOR. -- -- ---- -' - -� 1�� " PSI POUND-FORCE PER SQUARE INCH DEDICATED METER LOCATION, FOR A TOTAL CAPACITY OF 3 83 _ THREE-COMP SINE - /2" /2 2" 12� CFH Al 2 PSI. REFER TO "GAS SERVICE" DIFT'AIL ON SHF0 P4. ��� STORM SEWER. STUB OUT 5'--D" OUTSIDE BUILDING. REFER 10 '-- - J CIVIL DRAWINGS FOR CONTINUATION. MAKE NECESSARY CONNECTIONS I FLOOR DRAIN -- -- ?" 1'/z" V ROOF EQUIPMENT CONNECT TO ROOF EQUIPMENT PER 'ROOFTOP AS REQUIRED. EQUIPMENT CONNECTIONS" DETAIL ON SHEFT P4. " L SYSTEM 3/4 TEMPERED HOT WATER WITH APPROVED BACKFLOW PREVENTFR �n �F,�� (���F�2:F'!� D��I�` 1 MSA ��t� 10 CTAS PIPE: GAS PIPING SUSPENDED FROM STRUCTURE ABOVE PER LOCAL do STATE AUTHORITIES. ROUTE 3/4 BELOW GRADE PLAN N R J U 11 N 9,::09 � (,FII ING, AND DOWN IN/ALONG WALL OR UP THRU ROOF TO TO YARD HYDRANT IN TRASH ENCLOSURE, SEE CIVIL DRAWINGS. CONSULTANTS ,� 13935 SERVE EUU:PME:NT AS SHOWN ON PLANS TRCI'GH DRAIN IN CASE WORK, PROVIDE BASKET CUP STRAINER PACIFIC HVJY , AND ROUTE IND.RECT WASTE TO FLOOR SINK, TERMINATF WITH _ P 94-0336, SIT 94-0045 BU AIR GAP. MFC 95-0205 34 OF 49 CONSTRUCTION SET APRIL 25. 1995 019 MEC LMEPII r VIII I IllllliI { ILII IIID = 1 FUM- GL489 4 MADE IN CHINA IN 1 I FIXTURE UNIT SC HE DUI E: 4 k_...i .,5..,.r•r t.� �" , }lh.• «)n'. 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In51,J; .. •11 pi 'rnpaf .�'' ? -' .`� i ,. ,. ,,• ., f,a•.r"sr 'r'stvl! rj11i,,,inp se .',r, Nt ;7r-,(! - +r. t. •,i•?rf pint 7^+' ar ^\, i % J CG r n. r n onent5 't:""'. rr.^ R� A'� C.XI::,PIN'.a i c, C•' � SJGte n t.,Tp, a f D✓ 14' }b { t r';•ru+.:lir,n R(1Pr1t,Or5 ;r} texture tC' ,Nryi^7. r,in.7,t,JnS _. wSt:tr SySt�"'. '�r,1pr 'r)i�• r'r;lh hydrost.',t,: vresiL re, t_,r t"ut - tiW0,o tostln4 ir,dl(otey m71p•i,ig nr .. • rkG,I].:p b(,n;t '.:s re0utred. Cnd eCe,)t lost t StonCares s I 4 :'! q,"rrr.eQ llr3.^1p,:t +'?g rl/'f l^ C..hl,;rir't! ,JIIJ iiLc", i.5te,"1 For t!,P At f,r'. 1)•I r/ ' la a%4 rA.. Flt:. .^ •.tCw,� arJLif. Ir'. _ �4�S I .. 1•i i .l'. ,1. i' 11 -.•�. _+ Vt.H 'i „•. 'C'mprs'k ,�a5 C 'i'/'tetll Ito Serve - .L." t/^..t ']nd Wdtrr ..... i,. 56 1) eCte' 7D ')�iter� r,- eh.F �ra*I"gS Provide either fhreadod steel Or I j �! �I :I t,t:. v � T. ) Jf'r..::l+ .r:'r p1(Ia n t• r..7{IrOb'? f'tt'n14 G'r welded -teel. F'r';Vida! dl J r_,..<. 'r..lf-.::rA .'7 .P. ;r;7 7'rt legs reC,J.reG by N PA-5.4 a,,J tiovernlrrq i c, ._._. ./ w,,r`t •. ,1-P.,r7nre connectr':.n. Pr:,✓Ide ''Sts. _ 1 r. , �'.o•' -7rr,r!t.tlGnS rPJtl�r.. for 3 PI.. �C ,A,it"(_V Ei f.,", I •. •• .GCt; ^r r`:t Ir.nrt)rtmg paint I .__.__ _ � • GAS SCHEDULE i Y-NLIAL +1 1 ' z A. (,AS Conk LINEFi';E�' .,;�.'-;�' tir it _ tit A HEADS P .� GAS_- COOK_LINE_ .RISER_ DIAGRAM NTS stir SYSTEM! M ,a DESIGN 953909 CGNSU,-_TANTS ,,,K.- . PACIFIC HWY . 13935 a, BUP 94-0336, SIT 94-0045 F 3 MFC 95-0205 36 OF 49 CONSTRUCTION SET APRIL 2-5. 1995 0 mic 19 Illllli VIII ! VIII 11 � 111I1 IllllI V E111 111111 I I III 111111 ' 1 Illllllll 11111 � � � � � � � I 1 fit- ('.[ABB 41MADE IN CHINA IN I A til i;A5 COMPAN) (VE*RIf 0— j F0 PI I.'IIAbIN6 ,'(.)NTRA(.Tok EXILRIOR U011-011ING WALL j,:j P tAAT PRESSi.,11,1 REGUIATOk --HOT OR COLD WATER '.,,UPPIY m 'p T1 (.)C'K SETT AT 11" W C.. 1378 IF HORIZI-MAL. BRANCH 1',, LES", THAN 20' vdkt�J.I,'.,N', -J "Ah,i f WATER Gk� METER OF CFH SIZF A'- SHOWN "'N PLAN [INSTALL PER PDI LONG, PROVIDE ONE WHA AT ENO C. LINF, LiNt.,: IN *ALL TO CAPACITY 'SHOWN f U� b!.AC0 'z0ft"i, PIK PC,[ SIANUARPI:3, AND IF BRANCH 15 GRFAIFR THAN 20' 1()N(, -1Nf A, k'F P- SIZE MAN I J VA(.,I LI R E R PROVIDE ANOTHER WHA IN MIDDLE, FA61 ON PLANS e INSTRUCTION'S SIZED FOR HALF THE F(XIuRf ()NIr', Mi I�ltknhi ',TRAINER ENTER BUILDING Ab()VE (i 1F ':RADF In:_ 1 WITH FALLEVE- Sf AI. f NTRANCE INTO T 7 _T-_T_­­_rj .? - 4— BUILDING WEATHERTIGHT I �. 119TURL '� * $I- , II� I FIXTURE A F!,.Oki�� I` GRADE OR PD1 PIPE FIXTURE FIXTURE UNIT TABULATION FIXTURE Cotf. I WT %'f PAVEMENT Sill. UNIT LOAD TH AST A X AT 6" t.ONG r)IP1 0. v LORCId AND 0,e.A, LL,) ,L NO-FILE BOTTOM I.+ Pi1j.11-1 ANrH(Ik A 1/2 11- 11 VAL''L WAI E P C1 OSFT PROJECTING THROUGH BACK SPLASH VALVE. RISER TO WA,.L Kj;To'- 1 ( a .! FINAL CONN 5HUTOFF ECTION OF CHEMICAL .1/4" 1 3'� TANK WATER CL.O$FT f* -`F71:N'�OR B) ECOLAB PRES13-SURE REGULATOR (SIFT AT � F, " 1 ) 51 UPINAL VERIFY REQUIREMENTS FOR MIE`T�RIN(, AND PIPING WITH GAS COMPAN i 41 L Nt) AVATE, BACKFILL ANO REPAIR PAVIN(.1 ANC D 1- 1 '4 61 1 13 LAVATORY SINK 1� CAS COMPAN'y SHALL FXC Ark�)ij -E LINE IN'TALLATION FROM MAIN TO BUiLDIN I, "P, 'Jo' ATE SOD FOR GAS SERVIi _IES MINIMUM TEN FEET FROM GAS LINE PLMRIN1.1 E 1 - 112 iNSTALL OTHER UTILITIES 4 JANITOR".; SINK ALL GAS COMPAN'Y FEE`_ FC)k THIS INSTALLATI(IN Ti' CONTRk."TOR TO PAY <-Ir ARRANCEM' N! Ic, SCHEMA'IC A0Jt_jSj rO SUIT FIELDvILE USE SCIII(WED PIPE AND FITTING", PER �)PECIFICA`TICINS PAINT EXPOSED 154- 3 (4� ViFT u)�-AL f"ODF REQUIRE MI NT"3 HUBI FSS :, , k 1, . , ! ; Ilk, I METAL GAS PIPE, FiT_IINGS AND !TEM') PER ARCHiTFi'T Ir"WER 'BATiITUS -NNECTC)R" ALL. AROI.Ii`,'� iN� V, P(: TO PROVIDE AIR CHAMBERS OR HAMMER ARRESTER',' < GAS_ SERVICEB( SIOUX CHIEF, PLUMBING PRODUCTS, WATTS APPROVED FLOOR W 0 Lj NTS EQ(IIVAL.FNT WI P!r�,TON AND O-RING CONSTRUCTION. HAVING PDi #11VI'l X-ANOIJ- T H R Q P A R T M LN1SINK ',TAI 20 1. A55E # 10 10 AND ANSI # A 1 12 26 1 M CERTIFICATION INSTALL IN HORIZONTAL OR VERTICAL POSITION, BUT NEVER UPSIDE DOWN. I N�S T 1. cr- c IN LNF WITH WATER FLOW DIRECTION IF POSSIBLE, SIZE -(HE: )NITS A, co SW DRAWING�, ANL)/OR PER THF TABLE 'SHOWN ABOVE % z WATER .HAMMER-ARK5.1U.5 00 .3: m STEAMER 'MATER CONNECTIONS DETAIL Z -r FIPE RIEDUGER FROM BRANCH ROOFToP 0 THREADED PIPE TO EUIjIPMENT PIPE SIZE TO UNIT CCJNNEI'.'ITON CRIMP LEAD FLASHING PVC ADAPTER ON PER PLANS- - LANS `IiZE, AT UNIT CONN;7rTICIN PROVIDL LEAL) FLASHING o WITH 11"' FLANGE, MINIMUM NE_ATL'I DOWN INTO TOP U- r=--W_-___ CONDENSATE WAS*i E REGULATOR, PSI TO ' I" WC co 2- 1/2 LBS PER SQUARE OF VENT PIPE ABOUT I" CONNECTiON(S) DO (;AS REG FOOT "ET LEAD FLANGE. NOT PROVIDE TRAP ON 7- GROUND JOINT PIPE uNION WOOD Y'A CIL IN BED �J MASTW MINiML'M 12" ABOVC RO)r UNITS WITH INTEGRAL -GAS SHUTOFF COCK DECK m CL TRAP;--DISCHARGE TWO PLIES OF ROOFING AWA'i FROM UNIT--. TOP BEAM AU -THREAD Rog. PRQV;DE MASTIC AT EDIf-IES I .-PROVIDE LEAD OR COPPER C --CLAMP u[�CTHI AS REO'D FELTS AND MASTIC -'RC v"-'f 3, N I., k 'IFING )VF 4 OF ROQ FLASHING OR PUN ALUMINUM p LEAD VLANGE. IF TEEL FOR 'PIPE SLOPE.---' MASTIC, H SL 9181? AF'E i�� BASE IN BED Of BAR JOIST OWN No w, C;* p COORDINATE WITH ROOFER R1'10F INSULA!IoN le / PROVIDE COPPER ► 4" DEEP TRAP --"'- OR N( N-METALLIC ROOF DECK BACKFLCIW PREVI-NITIP ADJUSTABLE COATING WHERE _- CLEVIS HANGER FOR kOF TTPE REOUIRED) BAND HANGER HANGERS CONTACT WITH TEST PLIL,Ii�S IN THE ANCHOR PIPE TO ROOF EQUIPMENT ROUTE. (;AS AS I�HQWN FOR PIPING BARE (,'IDPPER PIPE. PIPE OVER FOUR INICH ro AS REQUIRED ON PLAN�, ,H.' C.) I L C" -Wkl, GATE VALVE HORIZONTAL P0511ION ROOFING OVER METAL FOUR INC J_ FLASHING BY ROOFER OR LESS.--- 1,/4" TEST PLUG FOP OW ROOF F PRESSURE C,AU51 BEL 6- UIP, LEG DO NOT HANG PIPE PROVIDE GALVANIZED STEEL SADDLE FOR ALL PIPING ARRANGEMENT SHOWN I-,, SCHEMATIC ADJI_J�IT A�� REQuIRED TO LAKER THAN 3" FRIM INSULATED PIPE LARCEIR THAN 3/4" VERIF-f SUIT ACTUAI. COND'TIONS CLAMP FLASHING TO PIPE uSiNG STEPPI,*[) BOTTOM OF JOISTS INS(.11-ATION THICKNESS WHEN SIZING HANGER"� _OUPLIN�, WITH $TAINLIES' STEEL SCREW STRAINER FLEXIBLE PVC OR NEOPRENE. PP(--)Vlr.)F UPPER ATTACHMENT AS REOUIREE) FOR C.A.5ES. NOT SHOWN HERE SM REFER TO DIAGRAM FOR 'v7P PIPE SIZES AND PLAN FOP LOCATIONS LOCATE CLAMPS. DO NOT INSTAILL HANGER INSIDE INSULATION OR OTHERWISE PENETRATE W'7i­` VTF TEN FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILCIINi-, VAPOR BARRIER DO NOT HANG ONE PIPE FROM AJOTHER EXCEPT N OPENING OR FRESH AIR INTA�E PROVIDE 1/2" FIBERGLASS INSULATION FLOOR CHASES TRAPEZE HANGERS MAY BE USED FOR MULTIPLE PARALL�L P1,' WITH ALL-SERVICE JACKET ON VENT PIPE INSIDE BIJ'IL'w1NG WITHIN TEN /"..10., FEET OF VENT 7:4QU ROOF LOCATION. VERIFY' F-2,aHING, AND HANGER SPACING FOR WIPE SIZE COPPER 4"=12' T=11'� 2- 1 1 EQ�.JIPMENT C0NNrMQN5 . i/2"=5' CAST�IRC N RQQc'T0P_ "" :zq'. 1-1/2"=8' 1-1/4"='7', 3/4"=15* IL (C(kNTERFLASH!N( WITH ROOFING CONTRACTOR, 110' ONE NEAR 'ALL JOINTS. STEEL 4"=14', 3"-12' �-iu _.j T , — I � Ti 1"=-7,, 5/4"=6' 1/2"=5' LOCATE HANGER�:, Lo Q 0 M P R E Sd S 0 R C 0 N N E C 1 POSSIBLE TO TURNS & TEES OF PIPE PROVIDE SUPPLE .,TPUTS SEMATIC. INSTALL I-;_!QNISHIU, WATER BUREAU, ef.TWEEN JOISTS IF REQ'D. LOCATE HANGERS TO TAKE L.)AL, _J PMENT cIt,jREALI FILIRNISH AND 'NSTA­ ITEMS NOT PROVIDED 8� Y�:Nj THRU RQQF__jYj_R) CONNECTIONS ANCHOR WATER PIPE AGAINST SWA(ING DUE TO r-iANGES IN X -)MIC BRACING 1,-/AS RU)UIRFD S) LOCAL BACKFLOW PREVENTER NT`. WATER VEL.00IT)'. PPovIDE SEI, C f TO STRuCTURE AS PC,-*[) -HAIN�,� OP PERFORATED STRAP IRON OR STEEL IS NOT 'HORITIES, `LEAN STRAINER AFTER TEST!NO A,U`THOPITIE.S. Fr-IIP FIIPTHER INFOP MATION. OF TESTING OF F]IFF" 'C ACCEPTABLE. REFER TO .*'O[,FS LOCAL ALJTHi 1,/2" RPBP 6" N! 1-..OLD WATt-P P._1_PE.__HANGERS DQMES1_!(__ METERED WATER SEPYICE ENTRY ROUTED TO 1-1/2" COLD WATER NT"., .... .. ;7 1 X T tj R ES, FROM BACKFLOW P RA N,_ PREVENTER P:PlNr, ANCI ;.')1 STS ANC<)P WA, _ v_;UN`TED 3f4" HOSE'-"J E -LOVER V4L'�/E BODIUJ� WITH INSULATION, PUT NCY t_,NI(1_lNS REVERSE OSMOSIS S',STEV-__ 1" CW TO THREAD ADAPTOR I" FILTEREL WATER R.O. COLD 'IVA F --TJ SYSTEM N �k.\ I xo a LINE 44�, � \\_�Z; X, \� ,, I // V, I i — N p DISPEN�;CIR CIISPENSER" CONNE17 To '�OA' ICE MACHINE FURNISHED 9'y EC�)LAB- WATER STEAMER TO BOILERS .7 HEATER REFER MEITE�,, THF. INSULATION AT jjr� —-L, / TAPE JOINTS OF FI AT EEP61ILASS INSIA.ATION.-j TO PLAN TFL�, AND FLB3W' SI., THAT THERE ARE NO GAPS At JOINTS IF PROVIDE A ONE %OT L­'OS',dPLE, THEN TAPE THtM. '-ITHERWISE 80 ---,ALLON __)MPP�.r -- T&P VALVE FILL THE GAPS WITH BLANII FT FIbEp - LENGTH OF NON L TEMP & 150 PSI P 0. TANK --PIECE PRE `.iRLE INSULATION AT COMPRE"ED AIR OUTL.' uLA AND PROVIDE ONE MC`i!JL[.:E11`- PVC F171NG COVEPS� HANGCPS FOP A, L P PE HARD COPPEP BALL VALVE 2 'HARGE TCI I ,.FLOOR AN[- LARCF�P (T'fPICA! MOP- ___S SIN K PROVIDE 1 ,`2" UNIII7FL' ULAR ELASTOMERIC END ("VCR FLOOR DRAIN 'NSULATION' ON DOMLSTIC HOT AND C-CILD ,RE; TREATMENT 70 ?THIER CfTA!j d 'ES. F DRAIN 10V/ AIR GAP WATFR PIPEC IN WALI-S AND -:HA:, OP TREATMENT OF N" r,PST NrYr MITER THE INSULATION AT TEES AND EL- ATI()N AT �,FNETRAI Lr -DRAIN VALVE By FLOUR UN!,)N (1-fp '-TO SANITARY SEWER 3F INC WATER HEATER POWS SEAL ALL JOINTS WITH ADHESIVE 04 WALL ANL- FIRENALL'-, HEAL ER MFGR PLUMBINC r(:,N(RACTIOR TO PRt.;0DE. INSTALL, AND CONNECT ALL WATER FILTER:- W. owl AND REVERSE OSMOSIS SYSTEMS PEP, MANUFACTURER'S INSIRUCTIONS OWNED SINE CUNNECTIN(I Tat HJT C CiC EXPANSION ANP/OR -,RAIN7) WATER HARDNESS WILL DETERMINE IF R.O. WILL BE INSTALLED, POINTS OP SUPPOPT PROVIDE 1/2" FIBERGLASS INSUI-ATION WITH ALL-SERVICE JACKET WITH VAP()�-' TANK ARRANGEMENT SHOWN IS CCHMATIC .)NL" ACTUAL INSTALLATION WILL VAR, F,ARPIEP ON ALL COLD WATER AND CONDENSATE PIPE PROVIDE I" FIBER -IF . WATEP I STR'ICTIONS F" m4x :LA'S IN'iULA710N WITH ALI. -':'1EPV:-, JACKET ON DOME:TI( HOY PIPIN j1*00N PER ARCHITECrURAL RE YFFER 10 SPECIFICATIONS FOR OjRTHER INFORMATION REGAPF­ '�IJLATICN ,TIONc !NSTALL ALL ITEMS PER SPEL!FICA'IONS AND MANUFACTURERS R.Q. SYSTEMS FLEXIBLE 'AfATEP 10AINIAIN VAPOR BARPiEP ON IOLD PIPING B'( MEANS 01' '*,EALANI ',NCI TAP[ � E._ F C-ATIONS AND Pi iMFIN(� FIXTURE SCHEDULE SET 4EATER CONNE(71(._`NS FLAME--SPREAD AND SMOKE-DEVELOPLID INDEXES SHALL NOT EXCELL; 215/'5 '4,7r PROVIDE SEISMIC STRAP OR BRACINC, PER LOCAL NTS 3/4" X 24 GAUGE A MANUFAr.TijREP"S IN' X'4`EG STEEL 7,,EAI- EXPOSED ENC)'-, (IF INSHOTION WITH ADHE�`IVE MA:,TIC, INSTRUCTIONS FOR INSTAL.LATION PL1JMF1t TAPE 7" MIN, PPOPEP 0Pf'RAT,*)"i WHEN INSTALLEC-. EN' ':,� v, TANv pFIRE I_N_SQLA_T1QN FP()N' ANF; PACi, N GAO WATER HEATER & EXPANSION TANK vfN1 GAS REGULATOR FULL SIZE PLAN THROUGH R�00F. H,:_1N,-, SCREWED FITT I NGS/PIPE --2#G PROVIDE (._,LEAN0UT'.-:1 IN DISCHARGE INTO CENTE.R \1 IN 1.E1L.NC, PLENIJM.----- C,'j N()T INSTALL VALVES lu;NS/END-.'� OF PIPE 0 HOLE OF GRATE OF rujoR IN CEILING SPACE I : I ' I_Fxitli E IF SI7F SINK WITH AIR. GAP SUFFI(.-- PARTI'k)N 'vVATF.P FICIENT TO REMOVE (.,PATE .,-TYPICAL PIPE SUPPORT NNE� LARG�_P THAN AND STRAINER MINIMI,IM -40WN ANCHORED FROM WALL SLOPE PIPE _WICE L1 LENGTH AS 5) EXHAUST HOOD GAP 1 PIPE -iAME7FR PLANS RECESS )*--GAS REGULATOR, _' PSI Ar, MIJCH A':, AAL- JPAL C.PATE .. & p Si BELC.;A ­tOCIP DATUM AS TO 1 11- W(. I CIA6 C`FH. 1" 0 CA4 AACHIITECT1VNAMF F k,T T"DA. , ki JRAL PLANS AS 4. MANUAL GAS V,',LVIE FLOOP SPECiFIED GAS PIPE HEADER ALONG WALL BEHIND ♦ 1/4' DIA X .1" LAC- COOKING ECUIPMENT, .APPROXIMATELY PLUMBING ( r,',ITRACTOR NNECTION SCREW WITH Fi-AT SHALL I GAL, \f,t VE VEN1 r 12' ABOVE FLOOR. WITH SCREWED INSTALL FITTINGS, SIZE AS SHOWN ON PLANS I"11PNISHED By OTHER'.-3 WASHER A,iRED C,UANTITY AND SIZE OF CONNECTION") AS REOUIRED El Y' EQUIPMENT SEF-VED PIPE DROP OF SIZE AND MAr, PIPE ',NE SIZE, VERIFY WITH L(-,,CAL LOCATION SHOWN ON PLAN LARGEF "HAt,4 ',4T CON- Ci`)CIES IF/WHEN TRAP .,ri­�-!,; 'Pet- PROVIDE MANUAL GAS VALVE ..00A-- LOCATION MINIMUM L. "M" AND/OR VENT ARF RE-- ad-i TED WHERE ACCESSIGLE BESIDE FLEXIBLE APPLIANCE ".P HAPD JP TO 1" ' QUIRED FOR THE LENGTH OR ALqnVE 4" WA�irE CONNECTOR FURNISHED TYPE. [1116 NRGER OF DRAIN PIPE. INSTALLED BY FSEC AND INSTALLED ­otq fc, I"r IF POSSIBLE BY PLUMBING CONTRACTOR FLEXIBLE -IF PIPE IN(.!0Nr�PI0j0USLY AND UNOBTRUSIVELY HANG FirrINGS TO FOPM G ,-')E A--,l PEOIJIRED. Do NOT INSOLATE INDIRECT DRAIN PIPE P_TPAP 6" r'(PICAL 6" DIRT LEC, GAS CONNECTION -P.- WHEN INC)TALL[D EXPOSED IN FOOD SERVICE FACILITY pp'r LEG- FILCIOR­_ TO 6' ABOVE FL10OR (WHERE PErFP 10 L(�(_'AL CODES FOR FURTHER INFORMATION �-"AN14L SE(_' PiSBED iNTEPL01`.y Nr , SECT OF MINERAL A6,GREGA7E AND ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT ACTUAL CONDITIONS APPLICABLE) 'U—T--�7 or TO 4" DRAIN OPENING SUPR()oNf) PC 54IN CC,v i '_ " , , , 4 1, !: Tom !. INDIRECT DRAN T14 SECT',i.'jNS W"tt- V­4:MUM OF 4" PROVIC1 WATERTIGHT SEA-ANT ATTACH R11:57ER AND HEADER TO WALL WITH 1" CLEARANCE BEHIND PIPE. NTS MAKE FINAL CONNECTION TO EOUIPMENT Al� RECOMMENDED BY' MFGR. IN "NTS IN":1TAi_- ' ER MANUFAC_t- ­' ', � 1�-CTfONS - PROVIDE WELDED FITTINGS & JOINT.; IN ANY CONCEALM UNVENTILATED '-'YSTEM LOCATION MSA 29-,rK97' -LR �Fi —1)R COOKING APPLIANCE GAS PIPE WATER HEATER BRACING DETAIL DESIGN NTS NTS S CONSULTANT` 113935 P4 pCIFIc, H -0045 p , , SIT 9A 9 01 of: 49 37 CONSTRUCTION SET APRIL 25. 1995 ,T' mic Ep 1111111 11111 11111 1111111 11111 11111 11111 - 1 1 1 1 11 ! 1 11111 Ill lilt I nm- GILAN 41 MADE IN C 11411114 A IN jI_NA11 GRAD� Pf i ES 11 BEAM MR Y' ..•mow... � � z 4kcrJ Lu z - o Lij I' fit• Q 1 " _ �IirY = LLLL Vel qn 4 U w b = ® CL W t - 5f 5,e 5.e FI' F1 4- F .t ,t . 1 I .q , FST - �� I �� -T------ — -7 " ^ I e 1 , Mi .—I ,.v...J. FJ��Q - _ C10 PANEL I' VIA,IGILP:-IT y2. A -- •�. I F� TING f'"INTACT P PErEF I Ex EPI P LIGhTINC ..:.NTFr.:. . ,A',� .. Eu PAM , sHEE F ��— - DRAM N� NOTE : 23 PLAN v, R', 'I.!RF S^HEDUIE i.9A*17 cvo_F.9-*17 _v== F9#1-7 : . . ELECTRICAL SYMBOLS LIST — — — _ !•"• ` '.",. •"_ :. . . :. .=+ IL'NCLE RANG DA'A .ABLE J-BOX WITH PIAS-ER R:hS rN..-i ;. A j I . IS' OP 4'i NUFCD W,a 3/4. CJAD.J,• •n ABtP.l. CE41h4 zj L�.A FiA r. , r = F CAA(. !IATA 1ANLE RIX WITH :LP51ER PIN:. P.HE. IN ,4:' WAL IP P'. NVT[' W/ 3/4 :ENDUI• .0 ABOVE CfIUNC - ccN GENERAL DRAWING NOTES: - - _ Co,. :di:VE r'NSHFp rJr:A X JF. :L W NL . EP .. .. - .: C. .. 1!NI' IAI T IhrrucPti11. LI, HrINI. aFr. i IT . SInC•Lk POLL SW' _ -`Ef EF "? AF ••.rEC T,P` I PEc, c. •c , .f:,.14} Ci G'y _ ihF E^ 20 AMP SINGLE P; - NP 2t MIP DI'vLEx - LIT...V.n i -WW ,; CFi • ;^.. PL_ r, :h :0 AMP DUPLEX ;:i AnTr gROUND FAVIi RE[ . a ar^ B. _ ,J--d . EAF HI B PENDANT I .p I" F_ ISOLATED ,ROUNL REC,EP:,. FAN', y, IN>ALLEO - ) DOUBLE DUPLEX RECEPIA •� r3 6 AWNLNO CONTR. '---' - " ' RECESSED 1.0 L I ___-'.-_ — --. JUNCTION BOX. 01 AW N MONTP. D ____ _ _ f 32T? RECESSED 12O G \ F9P I ET PWNING CONTP „ T I ELEPw$lE OUTLET. sIR' OR AS NOTED W; 3/a` CONDUIT t0 ABOVE C.pUNt I-1'70 WATT PROVIDE W01 DISLONNECr 'SWITCH (FURNISHFD AND INSTALLED Pt ELEC CONT ) --I' F1 T�gNA 1WHt 00M 1120-oE METAL HALIDE WALL 120 PHOTO CONTPrIL D15CONNECT SWITCH NPNISHED WITH EOUIPMENTONSTAL.Lm I'.c^ 'ONT ' C232 GES 2-FO32 3x CEILING120 MOTOR CnNNFCT10N. `f PANELBOARD, TOP t'_0' M('A-,X VE-2WOR-t2OV_lFl-WL 2-F32 T8 SUPFACC 120 h _ �_ r BFLNSFOPMF-R —UNIT r, PUSHOOTTON 0 CEILING MOUNTED SOUND SYSTEM SPEAI ' rri�95NTP01. Sr•L ARCH OWGS FOA—�r 1/4" RIGID STEEL CnHL¢ SYSTEM MSA C�w ^ SVC SOUND SYSTEM VOLUME CONROOF PENETRA11DN5 SFE PLANS FOR CCNTINUA'r,r" DESIGN CONSULTANTS N 953906 PACIFIC HI 13036 SUP 94-0336 SIT 54.0045 140EC O SCALE MOWNi1NG DETAJ�9T MECH. EQ S7 JL. ROOF MEC 06.0205 3@ OF 49 E1 BUILDING. PERMIT SUBMITTAL MXRCH 24 , 1995 IIIIIII III I IIIIIII I IIIIIII IllliMICB60, iFli..IY,� i� I I III III III III I ! IIIIIII Ill CHINA �I I LNI 1 I� of d 111 11 I w ,6r1�! ' w11R�'�Ru�-�w,iiY+Rui®W..�M�'S.;vW�i'+�a�'+C+iW�iM:Al.piir ililYlahN+M�:ia..."itAi.11tM - \ r r ^,.- OLITD6i)R LOW f ✓ tJh,HI', SIGN (SEE NOTE. P�) % tE:RJI WHIZ. H r t IILA, Wit HE: _44..N IN',TALLI f' IN THI`:. NHASf CAF' F I .,IHLR (.0N1:jUtT FLU:.H Wliri FLOCIR. i r 1 C] E TLE C N t ('339. �a T 1P '4 �r ;z ! . . PANEL E'}�t"Tc36iAj1r)W . _.>`�►, y f ' 2 l C 124) ' w• • w T•1 ` / v SYITFIIA- ! ^• II KF :'�' r ► 1 '�� , ' 1 I r � n7Tt Mi11 n PANEL (SEE NOTE 1 ` 24lr �{{' -, Aj*_ Ll`j C17- Lij PPI•I810:2` '�, A,?) C73/ r JRFEN:'Ff r .r•�* >' it ICE MACHINE " CONE) UNIT t t y PP!.?93!33 ON R.OGF- "`--N'J FSP i .3.5 �, - 4a(� '�. _ '� Cc FEEDER - LP; '?A :� � "11 "PIP1 t• :3 3`� re�pl.�4 i y _ u _;!'►8�' f'1/IrMMM� +�au� 0 `_ "r _,,. �'£TEt '•T L'.rt.p tLEF:. • �`, / - _ �J,._ �_� +C�` L � - - - "., ,�(:1' Lij - ••rt ___ -- o T, ^�' ! � I ` PPI - IU.1: {35i� W CL Li 3/ i :' •9,1��3 LIGATING CONTROL l 'y,� M Ip IU , 1 '4" C :� �► [ r. - ... _ _ - _� ,1 ! �1' l TIM�CLOCk d 33 -R )I�.�►-�1 1'F' _...-...�•��=-._.-_.--�-_-_'----__-- 3/ 4. PPI PPt-�3f.4CrCTACTOR -39 PP�6 FLOOR R_ SLAB NA_B39 s •� ;Gr, M: 'ER SCLC►.ET I + ` I / ____ :n �; ` _ KPI-3Ei. $ P - / �.' - _ ._ -- - fi.. - T :'14'F:rct tl(E ~''-y 1 �- ` �, r HOOD( >"l} C- •r 1 _Err FF A: Mfl 1N ED r -i t' ROOF TOP { `' ;t_ (3a2 IGHT> L, syr, �U P RF_Ef �.� `-,, ,+1000 CONTROL T' ='A 'r r E' El, Ira l 4 - ,.. E Bt!!,DER CIRC 5 p7, -{�a0) �'� \ PANEL. SEE NOTE A:R +JMPS CONTROL ��•53 (5EE N,.' 1E r` ; "�rm� MGP-.i- 27J � ANEL (REFER TO NOTE i� ;t 1 .�•� --'`'�! MVP 13 t.- I "� 1 (s71�.�._ _-+ ( 4:`g1 -T c,Fl 'J I kPt-t 3,5 ' F•t•.' r<Pt ^,4,6 ` N` -L q 4__ �\ L _ _ ___... __ .... .� _ _ fj[� , I �-- ` FER - IIE3-UP REFE 0 -T l.Pt 39.4t ` u DETAIL, THIS ;;�) +% HOOD j i ..-•-_ t00)I � (t(P+CAL OF S) I €y 33 1 LICHT5 i %30 W.DP t6 7 7 -- 1 �` 2B �- SD - , c--4100)' (3S 1 I- t Kpt. g T L 3E.^.3: TWT_,'FANS' I J `i CONDUIT 1 - •.. Com` , I 1 __- - t� _ �, oL { 60b� .~ (540c.)' 1 2 , CONDUIT #2 .- -: �. ' -TWO:FANS � ''_' = - - 19 '-� T ----•QUTLF MTD IN,.,WILING ;�•. r fes, (43 d I _ `� 3 IG SPACE POR MCC R 60 i��! ! t_ _j ,t ,, L4o-J I _ qQ 3/4" LIrJtWditC 1 ' i t._J , 1 1 TIGHT FLAX. 4 g w N4,'-,P-,4 _ r coo) o Q ��s`- -�' /. C ._♦ oi - \ L _; I f' ) J alar 21 ,t f?F'It11�811 { - REFER TO NOTE P8 KPI-* I° 1 VERIV1' LOCATION 4F 14 _ UNITS BEFORE ROUGH IN.—- -' 19 1>� '� C - - { 1 I MCIP-'5 + i j 1 LPI 1I17 +4R' LPI-:8 28 - r0 • �Y/ � r ~_ �1 y . �i 1 15 16 _ 1 F j Z + PP aa..' rSa� c 1 21 R ,•4; OP \\ `CUTDG , HERE' cIi N ;IGH (SE: M?iE 402: EE NOTE 'P, OUTLET MTO IN j �"��H -� f1 SPACE FOk M:tN,,,•,R r-------__---- _ 16 8 'C, DRIVE THRU ��$ (31 i�t P '� _ `X MENU BOARD LIGHTING—, � � n r� Y' - ELECTRICAL,. rPFRA F�. BELL #1980 L CAST ALUMINUM BOX WITH THREADED HOBS CONTPAC'TOR TO INSTALL MANDATORY . A.C._WIRING SPECIFICATIONS FOR P.O.S. SYSTEMS ( ►' ccNDuIT K.o IN �ovER & MAHE FINAL _-700PMFN1 c,"', t-N«+ CONNECTION TO KITCHEN Ec)UIPMENT W/ ` `1920) `��1 tiSTALL DEDICATED COMPUTED GRADE BRANCH CIRCUITS FOR THE COMPLETE POS. SYS'Em WITH A DOUBLE LOCKNUT-" -- I L1+3UIDTIC-HT FLEXIBLE CONDUIT 1 ::NTINOOUS �SCILATD GROUND' FROM EACH RECEFTAt-LE TO THE !NSJLATEC) GROUND EUS AT THE JJJ DRIVE-TNR+ WINDOW HUN 'P;� +.0>I� W ' • AN'E:.L.SOARG DO NOT PUN CLEAN POWER IN SAME RACEWAY: CHANNEL OR CONDUIT WITH INTERCOM/ _ LE:A�riNr wil1�TA;;;T :_EPHONE. CrJMMLINIGA110'v; CABLES OR "Dipr,, POWER NO OTHER TYPE OF ELECTRICAL OR r DOUBLE LOCkNUT--- --STEEL CITY { 461 BRASS NOZZLE BASE r , ELECTRICAL POWER P LAIC ' - DEVICEe MAY BE ON ?HESE BRANCH CIRCUITS. NEUTRA;_ 'HIRES MUST NOT K SHAPED t.,1 �, � �'' � W;" 3,/4" M4h_E THREADS ON BOTTOM & -_-- _------._A_-- Y fI -• -HER GRCUrTS t/2" FEMALE THREADS n T,,F`, 1/4" —�- � .".. �; _ EADS N 5(;At.E FLOOR C6,4ERING /-- -HE Gam=_'. '..'_ILATED GROUND WIPE FKV,, THE IS 'LATER GROUND F' : c'TACLE M_iS1 &E COMPLETELr »... ,___... .�... .� .. "..... . .�.. ,-.__�. - ,1 A.I�N , tS4LATEC c a I"GNDLIJ. BUILDING FRAME ANG 'HE NEUTRP,L BUS F� ''1E RECEPTACLE ALL_ THE � _._.�_____. _r __._..__.._ _. ! f --t . T c TI, v � 4 ti' (;" COTTER - -- WAY TO 'HE iiROUND ROD OR WATER. PIPE USM'; A SEPARATE !;RUL:N;. : AMP GNL'r P C.S SYSTEM 1/z THPEAIDLU :VIAND ?IPE TOGGLE SWITCH &. PILQT 1,10H, � T A'S � GRGUNO ARE TO BE. CONNECTED TO THE 60LATED GROUND SYSTEM MIS' M SIZE FOR THE ISOLATED -H11E?E3EL kF-13.39 ADJUSTABLE BRASS TO FOR HEAT LAMPS ----_,- � I BACK NLr ATTACHES. T` - GROUND CCJNDUCTOR TO BE ){6, STRANDED COPPER. --- TTING FLUSH WITH FINISHED FLOOR .-'``1 __ _.- _-_. __,_�_^Y i-�_--r -4�� �_��_------ ry Ut I IRE .� BACK ��F' '''UT `'TA' " 3/4" IMC. r ONUUIT �_. ___.-. � �� _ RADIUS c 1,--•.., _:-___.� -__--_�-'�_._.----- ------�:�.:.� A. '' V�• , -._ �-• HUBBFL F-1341 3/4 SHORT RAC.IJ AE Nf .-, R PECEPTArLES SUPPLT'IPX.: THE. EQUIPMENT MUST BE AN ISOLATED GROUND (IG) TYPE. RECOMMENDED J 35C) DEVICE VS A HUBBELL DUPLEX IIIIG-52F2 - THREADED CONDUIT ELBOW FLUSH WITH �. ---�.._ -_--•-----.--- .__ f _ _ -� FLOOR If 4 ALL DE`+•IC c AND GROUND � CJNNF.CTION! TO BE TIGHT AND INSULATED I '5 - (34 (3 5J I 1 ,44�)t 3-`15; �� 60) C PI T 5. ALL LIE�'�•:E, AND SYSTEM C.;M �N_N.', SHALL BE ON THE SAfaF ELEI'1RICAl. PHASE. rI_GOR BOX STUB–LP DCTAI,� � Ct:iNDu!T Nry✓, I ------- NO SCALE � CONDUIT #2 ! �.r I _ •I� i r c r�7rr•. KITCHEN EQUIPMENT NOTES r' W F NISI-!Fp 'r i...;''P 1I hANG S -----_ ---- -------- —_— -------- __._ r A r' SIZE, LI)CATION AND ELECTRICAL P.EI]I_11REME!NTS FOP I<1 COORiDINATE EXALT LOCATION, TF.P,MINATIONS, AND MOUNTING HEIGHTS WITH EQUIPMENT ___- .__ r �% t N'.r R; ' " ✓r Gt ^' I+ �' `r' "" t - REFER TO V1E�HANirAL D AYIANf,, FOR EY'k" r ALL MECHANICAL EQUIPMENT i-OROMDE ELECTRICAL SERVICE AS REQ'i!RED FOR EACH ITEM MANUFAC„I:RER AND OWNER IN FIELD PRIOR TO ANY INSTALLATION. ,NTFgt,,I I• �h I:�N% Fnl; ',`h aN; P2 TION BOX ANC+ FINAL SIGN. PRO1IDF /I SEPFRATE CONNECTION TO EACH COORDINATE EXACT ELECTRICAL REQUIREMENTS WITH EQUIPMENT MANUFACTURER FOR EACH -�' CONDUIT F()R •,(. 'pANSF!?RMER, v`RIFr Ex- f.._E' '� '7 r'EQUIREMENr5 OF SIC;N WITH SIGN CONTF2AC'TOR, PR10P SPECIFIC MODEL AND PIECE CIF EQUIPMENT PROVIDE ELECTRICAL SERVICE AS REQUIRED. POWER Tr;. r l T �1ATION-`- _ w; ALlAT10N Pr OIADE IU".' 'ON Bf:Y I 01NNECTiONS, CONDUIT AND WIRE A; REQUIRED FOR INCLUDE ALL COSTS IN ECIC' PROPOSAL. I P M E N T ,N,,J T-DOWN _WIPING_ D A3 R A"•A �APLETE. AI�a ,;�ERAE9CE -:M. �. N ►y��tl �� HOOD & E.QU _ _ K3, COOR[/INATE EXACT SIZE OF MECHANICAL UNITS IN FIELD. VERIFr EXACT LOCATION AND � J' 'T TU `CASE ITEM 350 - CIRCUIT "k1�+ ?;3r1'�' ITEM _,5.� - CIR_C,;T "KPI -25' D3 PEFE'A TO SHEET E-3 FOR ,OcFI;E. RECEP':•' SES LOCATIONS AND MOUNTING HEIGHTS ELECTRICAL REQUIREMENTS AND PROVIDE SERVICE TO UNITS A; REQUIRED ITEM X45 - CIRCUIT "Kr' - "?” ITEIVI 1360 C!P.CI-IIT "w P1 _d7" G4 K4. PROVIDE CONTROL WIRING T,-) PQOF' MOUNTED REMOTE REFRIGERATION IJNIT. VERIFY EXACT ITcM 343 - CIRCUIT "KPI- 21" ITEM �i44 - (''RCL)IT DOES NOT AL'F'Lr WIRING RE[OLJ112EMENT, WITH EOtJIPMENT CONTRACTOR. CUT NATION--pOWER_CONN_E�TION EL IVATION P°, REFER TO T(ili ^HILLER CONTROL 'WIRING [^.IAGRAM ON SHEET E`. N01 TO �t,ALE k5. ELECTRICALCC"!".' • N 'i1R SHALL. PROVIDE ALL CONTRiTL WIRING FOR WALh:IN COOLERS A5 Of FR0,ADE A *ATEP SHIELD CIVER, RECEPTACLE To ;HEAD SPFAY FROM PPEcSSURE SII"RAYER OFF OF RECEPTACLE REQUIRED, Ir, Ni,, BUT NOT LIMITED TO WIRING OF DEFROST TIMERS VERIFY EXACT WIPING REGUIREME P; REFER ?0 HOOD k EO+ttPMENT SHUT DOWN WIRING DIAG'�AM, THIS SHEET Nt rv' H EQI.,IPMENT CONTRACTOR. This drawing is n s!rigle part of an Integrated set ,f construction Y.6 LIGHTING FIXTURES FOR WALKIN COOLERS ARE FURNISHED WITH EQUIPMENT PACKAGE ANP Contract documents Refer to all draw;ncg and ,oeckficcitfor, sheet^, P¢ REFER TO "C.t)T STATICJN' ELEVATION, ?PIIS SHEET. FOR, RECEPTACLE PLACEMENT AND CIRCI,IIT DATA INSTALI FE) AND WIRED B'r EL.FCTRICAL CONTRACTOR. VERIFY EXACT WIRING REQUIREMENT-, includin9 but not limited to " General Conditions•` and ''Surnt-nary W FIELD WITH EOU!PMENT SUPPLIER of Work.', and oppiicable technical specification sections Nhi_-h apply to the work described on this drawing Ref?r to all drowt^g K7 PROVIDE ALL INIERLOCr, WIRING AS REQUIRED TO ACTIVATE THE SHUNT TRIP ON THE MAIN .sheets for the Complete scope of worl"„ The contractor will be BREAKER OF PANEL 'P.P1' UPON ACTIVATION OF THE ANSUL SYSTEM VERIFY EXA(T WIPING responsible for all Information contained in the "Sete of documents SYSTEM ST��I REQUIREMENTS WITH ANSUL SYSTEM SUPPLIER. Issued. This drowinq is schernatir- and is not tc' be sialed or used DESIGN N NIDA � as a shop drawing. The Electrical Controcfar shell ver ►y this dt51%�r1 9519 with the acro,l site require ments. This includes I�il 5i2inq >( wlFCtrICt11 �UNSU..TANTS r�.. service Ind feeders based on local utility company requirements, local 13935 5 PACIFIC IiVV`�"SIT t,.a-004 EjUP 94_0336. 39 OF 49 Cede requlrerrlents and Incations HVA , rPgtt���'-• •'^'- MEG 95.02.05 BUILDING PERMIT SUBMITTAL MARC 24 . 5 F 019 MIC R-o" L E IIIIIII VIII I VIII I IIIII � I VIII I V III i VIII I 1 III I VIII I IIIIII ! Iit ; , IGLA89 4MADE IN CHINA IN w uYtia+w:,.c,.,.;«..;,....Wy,Ly,�Mupyt�w..W-.'rn....an..xtnrY.so:wtaur•:rwureawur,::.. ,*-+r.�.rdm•Iw.r�+etaMweYaw..a�.errnoaq.e.u:».x.i.umr.ra�y.w..+Yax,_.: :....+..,r.wvnsw.:ar.�r.+.rear..,:,aw.«.+Ie.a.K.swt•n,�„u.Nw.er+gYrt+Y+urt+urlMWs:..d._„�.�...:_ +,+,,....,.,.w.ru...crxu:c.lar+r• <a►Arry.i•HMltrlanw+►+i's�riYrYowe7i` r G r .rte` < z W 0 Rt EF„A- + n CE Cf LIJ "Vl,&-:tip r I ':•” M,a r-7 1 i L - LAE - r ; - � I �;•Y 3�lkilllrY 76+ 3t�lE�eti C�ACF"xr:7lJlk 'x.r-JbnipOltl�Yk:S t i • 0 0 � i +lRt1f Yk! z#a ' tlItl9Y�:rrt�lll F'3l1W+ir H � h Y, INTL,, AX r - x w-`k i_'Yw AGE J-E30X F':JR E,:'X E%m:: _►�;d" ,N, i',.4 , L AZ, '-.C- F04 c�'DU W •,NTEC; :N BOX P, l'UMPIJTEA �c?A l�R / � MUDE►v1 J �-- MANA;.,I "` f,,i MENUBGARC, EXTEND Ai L .. t r. N: �F'4CF �c-r _.- r' 4 G 4 - t [ 1R I� r E- -ATEU UN r' . I,.N REOI Eu VER i EXACT REQI,"PEMENTS -_ AND Li A1n;N IN MELD. K `` E LE( "I'M ("A 1,_ `- I(_T i V ik 1_� PI j!\��I 1 E r R i E -E.ND A_, 1 ACI E:,; b l) UE r f�J L.',. P. Y i I E I.INC ;FA.+"E SCALE PEF1'INFD vERlrrEXACr ]F t i I I 1 o(.AT+(.N IN RLLC> ' r rNNFC ,IONIr. I VIDEO rl?I PLAt I I�l!MF PDX i I j UNIT`.; ✓DI) # �!/4" W, UIILL,TRIN'� ._ A'v�E :,IDLc _ R IT `r FEEDBACK E U ...�.--.. d.. 1 ,' '�-i r F• A�H IL;N ;GAC i PULL77r tiCr Tf rr F.•'lAF[, I I F ..,, -N �• v `I �fiE YH(l if l[: yE' J E; F, iFOR E +�. EM ;EE N;%TE F•IN'`1HEC% F{rl,-.!u I I� 1'j AL,r,ITV,NAL I�EAr(:` MANA� L. �'t T/ F'I . �F rF_ AREA F E R T,) to ._AN ^W' P_.O.S.SYSTEM WIRING DIAGRAM _ N,. S.A;_E: IAiikED �r�EL'ECTWX JV�TOF ` ' ' ` F MF'T, TELEPHONE SYSTEM WIPING DIAGRAM EXIM 1112WIT, 111rik HALL- TO W.%`E CONDUIT N07 i+ i.nLE K:C� �'ItJM; :PACE -LINE '.`F . .. .ET 3/ r r l(I'l ' { _,•---- �E 4' ()jW0L ,AJMCTJFA!J &), XTH 7YPI("AL FOP S" THRE/IDS Sr AT THE 2 & B O'c1 r)rk. __-ISOLATED C•;RGUND SPECIAL SYSTEMS FLOOR_. PLAN NOTES DUPLEX RECZ<PIACLE Tl'PICAI.. CIF Z S I PROVIDE A d' ) TAGAI. nN . ROX F:� rNr l ( ;(.IPP_�SION SYST FM PULL l A7'K N r SO.U_ND SYSTEM WIRING DIAGRAM ( r �, VEFIFr EXALi.T ir_ATION ()F ,fuNC.TcCIN [3("Y 'wiTN EQUIPMENT SUPPLIER PRIOR T.I P.r?CI•;H•-IN - _ -- - -. PIA11ROX '•Ta I Y v i, r v c; NOT T'_ al.t r � IN,i .LLA.TU ., E TENC A 4" EMV r t..,�IN.',JIT 1,F' TO ABOVE C:EILINh (SEE UErA;[ THI jNEE:7; I "-;tWTE rK AULL ,T/,TIN. CABLE. ANU Mfr .. —8' �'9„Y4” I ULLROX S2 PROVIDE �'EW PLYWOOD OA(,rBOARD I, 3�" � 3/4" FOR NEW TELEPHONE TERMINAI Rr,,ARD UNER WS W+EG4 EIYJIPWNT Bf I.cjURDINATE. EXACT REQUIRFMENTS ANL' O('ATI0 J WITH LOCAL TELEPHONE UTILITY RFPRF`:)ENTATI'dE This drowinq s u ,+male pert A rin Intj rgr,.jted qt,! ( ._ r'Str ,•:Gon PW-WD Ey OTHERS. ANU UWNEF' PF?OVIUE �7"C W!1?I PULLWIkE: TU L�CATION DIR CTED BY '1ELFPH'INE JTI ITY r;n oc t•' fen " '! I , + Pc fi., •::n �-I-'eets - J I N including but nit !� rY i.er to (,enerul T ! r ! �, 4.• :.I -- CONu,JIT S3 PROVIDE NFW F'L,YVC�00 BACIIBOARD )d" .3/4' FOR Nf W TELEPHONE W'I I� MCU T o Werk ur ri a , _ ;,E �j technical c( Y „"" ru r-1 ;:urr,n :�ry r H ,,., PA(•;E; E_ con rac d�.urnen , o raw r • !! ' ' JN[_'Ui i 1 F F I_ n g f4 hr,r, nANEL 'LP!' _ W;/ CABLE GROVE ACLE`:,SIBLE r:F:ICING. h r cs whic:t'' apple to t o won de ,cr,bed on t Refer tc. ; ll id,ow-,)q 54 PROVIDE A COMPLE7E D^OR CHIME SrSTEM A`_ MANI.IFArTURF(J Er COWARDS INCi.IJOING ALL- sheets for the ror)j-,iwtc. scope of A ccntructo, writ he WIRINC•, PUSHBUTTON AND 120124V TRANSFORMER. VERIFY TONE REQUIRED WITH GWNEP PRIOR TO responsible for all ,,,if,wnc7tion contal-.. -, "-le "Set" cif dt SYSTEM :;r '✓��tE ANSUL__-FIRE PULL STATION ERONJ_-_�1�1E__ELEVA1_IGN INSTALLATION OF SJ'STEM TRANSFORMER i`� T+J BE LOCATED IN ACI:ESSABLE: (FILING SPACE issued. This drrawrrt,.) schematic an't to be scalp ' MSA 29-NN N0-T TC SCALE :is o shop drawiriq. ' ,P Eler�tricol v hl_: �esl�lr. DESIGN 9&1906 ....... vet SS CONTRACTOR SHALL PF?UVIDE. ALL BACk80XE h!.nSTER RINGS, CONUIJITS, NIPPLE`:,, FITTINGS, AND with the actual site re a,jlremrnts Brie„ u I siting of elertr CONSULTANTS w ACCESSORIES /'S REC)IJIRED FOR A COMPLETE P C'.0 t:UNDU17 SYrTEM service and fecders hosed on local Utility l,_'mpany requirementF. lo, y% µp rqS, A4NUE, S,A E i PACIFIC IHIV0 , 13935 in -I and locations HVAC requirement- ptOTL.AN1, URf:G4h 91109 BUP 94-033A SIT 94-0045 MEC 85-0205 40 OF 49 E3 r� BUILDING PERMIT SUBMITTAL MARCH 24 , 1995 1IZ 0 19 m1CR0r4LEP I � I I � I I � I ( � I � I I � III I � I I � I I III I ! IIlII I I I I III ' I I III ill ' ! I10' fll III Ili I I I I I I-,, dcl �� 4MADE IN I CHINA IN I ihl ( \ 1. FW ll ' \II \ I I , I 'lltC II' ( III ( ) IIII I ) I II 1.1 MAIN DISTRI@lJTION PANEL MPP' Cf 1111 IW i, 1(A 11', -. .. ia. JUPv SPH 4W 00 0A H'.IIIF ". MAIN 3P IF, _ I I . _ W � I I IP P 3P IL1'%^.S 9(lAT !COAT _ 10041 `,dpi " A1 LL 1 „ ;J ' 0 CAait { + ?P-.: i SINIF P;CiNi LONN '.'-;q PANEL LTJ CE - ". . ' •. 6 OND CONNECTED COLD 0 (� I 1E AF ;AT[R NEMA F ti A, F A%'1P PIPE AHEAD OF WATER NFAu UP .1: AF : YI Z z z Z Z z� i U J♦ I Ht?DINS: CABINET 1 206\. - NEMA 6 F .:b Ari Il CND CONNECTED TO BUILDING ` m m M U'' A _ ! I >TEEL GR'a!ND ROU k GROUNDWG vK R 'J all ELECrRODFS ' Z ry n �I 343 I TLROE` "ILL/NO .AB:NET 1:01 `AEMA 5-TOP c:.IrTEP ' REF Ek F:i CUT STATION . - � d d Z r� +Yl.. 11 w ,tl _. 344 1 HAM HJLCNA7G LABMkT I :3E1 " NEMA o-n3F :J1TER I NEPER YO CUT STATION ut`NL BOND TO BUILDING -- � w a .ir .� • r; ' a7 v � . 01 ,� _ -' w O 345 W4pMCFa11-21 a ,_ 'a" " i ,N � .� w.� a m. i '-' i n aA - ✓ 1 DRAWER I 1 ,,TV IPH I '6A NEMA 11 21 I I- ER-ER I REFER TO COT STATION DETAIL •TRUCTURAI STEEL' -- z Z .1 z a z a g a n E n r. b nIz �I: � r H U J J50 I KEIT RAMPS 120/2081 •PH I 14 OA NARCWIRE_^ GUTTER REFER TO CUT STATION DETAIL _ _ _ _ _ _ I /FyO�/V y�1 Uj Z 1 '^ W a- i- O 351 1 WARMER -AM,7S I 120'. IPH :50W EA. ! TRACK MOUNT TO TRACY AT CEILING , I. 355 i FMrU xAAMFR I 120v )PH 10A I NCAA r.-15R REMARKS I REFER TO CUT STATION DETAIL y � TWO 3/4"r10' -0" 1 360 I SAN241i STATION 1201 IPH 85A NEMA L5-20R COTTER REFER TO :UT STATION DETAIL BUNp TO MF.TAL.IC LONG COPPER COLD WATER PIPE /�. CIAD GROUND RODS TT_- - ,r/�1 l - ./ A / A -'/ !71 FMD PRJCESSOR "JY 1 Pu I 3 Y I NEMA S-10R MOUNT RECEPT. ABOVE BACKSPLASH .� `.y - �y 1 �_�•" ��� � �/ ` - J.r `J/ I RI I FT -2 RT-3 PANEL EAN,�, PANEL HOOD HOOD FREEZER COOLER POT BOOSTER ICE BIDP. P '602 + STEAM NEI_, W.'Bwi 5"AN 121181 IPH I '4 aA NEMA 6-30R i +2{ A F F I Pt - ETEP FP I ON PUUP ON ROOF ON ROOF I 7000 � 7000 C')NDENSUR CUNDENSOR WASHER HEATER CONUCNSirF CONCLNS(iR t' = 454 ` POT WASHER 1205` 31,H 1 94.VA HARDWIFED STUB-Up 1 ---� L-- #5+Oa h42c /1i5� #454 Lp531 15441 ciAW:{ F1_ :08': 3PH 7P."AHARpWIFEC STUB-UP �- ,'I 6.w St CAW .17 EAW AWG CONCRETE ENCASED COBi 3PH C-{GKW' HARDWIRED STUB-UP ONING ELECTRODE 20' IN LENGTH U \_ E LINE RISER DIAGRAM �I IIGV IPH i 15A. CKT. NEMA 5-15R/GFT +51" AFF. MOUNT RECEPT 6'' TO RIGHT OF UNIT PA r1 AR -NOTES MACHINE 12481. IPH 13 SA. HARDWIRED +60" 111 REMOTE CONDENSING UNIT ON ROOF (-1, �L-�•1-R_i�UITS T0 EPFGYIDED WITH LOCKOUT CLIPS. N __ -2 1. FEEDER BPEAPIERS SERV!Nr, PANELS "LPI". 'PP,' b 'KPI' TO BE SERIES RATED - 51C REACH-IN REFRIGER4TC'R 1201 iPH 1$A NEMA ., OR +4B" AFF. - 1 ' (i) SHUNT TRIP COIL TO BE CONTROLLED BY ANSUL CONTROL PANEL. SO AS TO PROTECT !0.01 Air BREAKERS IN PANELBOARD - - - J ` _ - 2 - 'KT. HARDWIRED STUB iPwV VNnA -108 MOF - 1 MGP--'• T 53'0 I TvMM CHILLER '201 ,PH ! OA C I LYJ{ i ICE C_- - ---__ 1 81 LDEP I Si I CONDENSING UNIT I :08v 3PH 36 9A NARDWIREU STUB-VP - I I LoaNgn NAIL _ 1D MI i �=25 -'- _ _ PANEL 532 I ICE BUILDER - - - - - - - - _ �Ser.lae P Amps Watt, Ill Wall, 9ervltt P Am a _Ilekb EettA Relta � I! F----------_- I h-- 10411' 118 1 PB ISBP 2 R.xM1M b Me 1 M -�- SM. I WATEP CTR'_ PUMF (5HP' 2081 3PH I 17.5A , HARDWIRED STUB UP -- _ _ �- L 1(1`117-117 1 20 811 4 are MAI an _ MDP-3 MDF'-4 533b I WATER CIR(. PUMP r1 '2HP) i 12N IPH_ I 9B. HARDWIRED STUB UP 5L-M104 10610B.U4.115 1 20 _ 12 EA 1 8R.K. 1 11. gnin ] L -106 100 SOOD PR t 2059{ E Rawn,6 I >re tai 1 5400 I CHICKEN COOLER �COND! 1 238v 3PH I 12 'A. HARDWIRED ROOF REMOTE OCNDENSING UNIT ON ROOF 9 L 0 1011otL- 1 20 156 IO XelaaM In Fee Ignly_ - -T 1 MDP-'. .MOP-e �- ! 540b CHICKEN CCOLER E+AP 2 ( 1' I.-FRONT DNNO(I07) 1 M 544 '2 A6awvM sle 1 -�- _ .'. #14 IN t/2" ( ) I ]V IPh 75A H/ARDWIRED t9'-0' AFF t3 9,pa. -- 14 ReaervFa 1a A. 1, 111 +-- M1 P. {'MSP-B 510c I CHICKEN COOLER LHGHTSl I M. IPH ' 15 SPK. - - 16 R.1 HM l.v ,H. 1 m - 1 I I' ( I 12 400W. HARDWIRE[' +9'-0' A F F I] ClAti LTO t 20 4eI IB RSaenro Iw -t-!Zl p _ � AtI,f, 1 --- 19 CANOP, LTL T;! 1 20 SSB _ 20 RevaI 1v 411. 1ghI -_-1 r 15128 I PP.000CE COOLER ICJND) 2061 3PH 1155A I HARUWRED ROOF REMOTE CONDENSING UNIT ON ROOF it cA2lOPr ilG__ I 20 _ 5N 22 FAA, &aRITTA lO: 1 20 _ 696 --- Mi ' 23 L-EMERGFNtr MGNi t 20 111 N MENV BCW+O 1 20 SIX3 `� -- 1 ABLE ! 54.0 pPC1pUCE COOLER iEVA➢) 12OY. IPH 7.SA HARDWIRED +9' -0' AF F MI c ,u IP TI1 6OtNR $LM 1 ro 1910 ]20 1B tP CRpRCS&NS 1 210 0 - 500 ,6W _ I 1 .w..F.O 5120 PRODJCE COOLER (LIGHTS` r I - F '20v. I H 400W. HARCWIR-LD .9'-i' AFF -- _ N MPP 1?. 19 L-OUTDOOR 9411 _ t 10 P.0 W FREEZE PROTECTION 1 20 '50J 11 L 5600 I COOLER. (COND) -7) 208V 3PH 4 PA. E1' HAP01i STUB UP JI L OR, WASfI ln)n l) t 20 688 _ !: FREER pNO?Fir1pK - T. 20 50 _ I I' _-- MDP - -� __� 33 CL BSJiL�ER- rONTPOL w'�!Nr. n!c 56GD I COOLER (EYAPj I (1) 120V IPH. 1 89A FA. I HARDWIRE^ 41 J8-UP 355 GOOIER 466 1 20 lube 76 ` .e _-__ _ _ ! MAI NC•. ,i_.. . 37 cvks /W6n 1 10 1068 _ Se SPgIC __ I 10 !000i SPACE 1 56Oc I COOLER (THEE, I (2) 120V IPH 2OA. CM HARDWRES I STUB 'JP LV5 (1) 120'V. LIGHTING CRCUIT 39 COutER 5064 ) M _ 1w w 6P4RC _ 1 10 -� SWITCH ✓/-- 24. DEEP 5700 ! FREEZER (COND) 2081 3PH 14 BA I HARDWIRED I STUB UP a g7Oljp 5066 --._-_ 1 20 IUf4 41 SFARF , 20 I I Frau A 7,68.' Well, M AI 570b i FREEZER (EVAP) 208V. IPH. I 17 sA HARDWIRE[ STUB-'JP pLVS (1) 12OV LIGHTING CIRCUIT PAOn B 6.+10 Wan, 55 Amp ��L __ 1 ! c I I _I --__ ___-_- _ INFIHEG It ',R JSOW. Pnaw C 7.{71 wam 61 AmP __�______-_..__ ! 7000 I EXHAUST HOOD (FANS) i 2U8': 3PH I 26 7a I HARUWtPF.D I SINGLE P7. CONNECTION TO CONTROL pNl i ! 1 TOW 2%566 4011 W 11 36" 1 7000 1 EXHAUST HOOD -LIGHTING' 120'.' IPH. � HARDWIRE[ I Pcrtl KPl i Yb VNM 700[ EXHAUST HOOP (FANS) 20& 30H 7 4A HARpWIPEC SINGLE PT. CONNECTION TO :ONTROL PN- Ux.l.. w1L 811&NNr Ti T11 L s25 7000 I EXHAUST HOOD (UGHTTNGi 120V 1PH 60W. I HARDWIF.EU I SxrHoe II III Jetta T Oath watt ' 3 MO,* P Am Watts Watts eWa b �I 900 1 POINT-OF-$ALES I 120V IPH 2OA. �:VT. NEMA 5-20R I CONVEC,NIN :NF.H .JOt 1 20 IA10�- 2 POiK.CRiEI jM�_-, 1 20 1684N- I I I I 1 5 HOW L MSa ---- 1 :0 _ 250 4 ROMER1Er� OM 106 1 201 ?0 - --� 1w 1 ' FACIN.. 901 MANAGER'S S,IF'i 120V IPH 2OA. CKT. NEMA 5-702 - NORTH f � I _ _ iD ,2W _ _ 903 i DISPLAY MONITOR '201 IPH I LDA. CYT. ( NEMA J-20P 9 Ai 324 3 M 1441 10 SALAD CASE 2001 21. _- II - - TNI '1 STOP_CASE' 2014 2 10016 - 92C BASE S*AT.nN 1201 IPH 20A :KT, NEVA 5-20R V -- 1411 --- - 14 ;5 ACTfLE JI_ 3 :'0 1{{1 - 16 -iiN o :- IP _. _ --. -1441 1B SLF (ASE 201�I S 20 1464 �- 1 SEN FtA 3:.. _M, - 12W IPM 2OA. CKT. HARDWIRED _ _ �# -- CENLTRAl10h 2; MERLE CONI PAIL t M 500 20 --. !{64 _ '120'v IPH. I 20A- CKT NEVA 5-TOR i1 Nlgp vglN[r 3+3 1 50 2112 22 __ - -� 716{ 23 NAPM pMw[A 315 _ 1 20 _ _ 19'10 74 MT CASE M7a 3 !0 - 2.784 25 r7W WA4YCp 355 t [D 1200 26 ]]64 %] SMami 3110 1 214 ION 28 Iqi_ASC 101_L M _ _10 7 8 it 1)20 32 51FA_11 HELL 1W) _ 7 10 II_N "IFB q KITCHEN EQUIPMENT NOTE S SS uiAMP zw 1 D _-- e_{D _ 1 _ -ir,e` N - -- JS---_ 8{O 36 IgtCHO ;.W 712 20 996 P. -- -10 FA .is '- P ` - UTILIZING TMSTLOrK 3, SPARE I - M - -F 38 - ALL i 1 -,HEN FOUL WENT HALL BC WIRED FOR DUI.x F F :T pL'Jf.^_. WHERE ALLGWEU BY LOCAL CODE A! i 11R T,F ` inr: `0 INSTALLATION 39 SPARE-- 1 M - -- b COORgXNATE EXACT LOCATION. TFRM.NA71(v:' WITu At SPM[ 1 .'0 42 -. EO'!IPMENT ---- L__ t h WANUrACTUPER AND OWNER M FIELD PP°'.+' alI A 16AIe Wmb IS! Amp IL r P'ax 9 16{•8 Want 1P ATP r.3 COORDINATE EXACT ELECTRICAL RFU. ^ 'H E0'J.r I . EACH AAaw L 16,IW wait, 415 Hep SPECIFIC MODEL AND PIECE OF EO �� %:••- -- . ,JE E.l L d I 1^ INCll10E AL� COSTS IN BID PRCPCiFAL Panrl PPI 10141 90,96 WNb ' ',.P'W VIA, 120 iV! AmP1 r :15( T Kt, Cl'XN+CINATE EXACT SIZE DF MECH4NICAL UNITS 1N FIELD VERIFa EXACT LMATn]N AND Faelgn H4L__ of I ( A ELECTRICAL REQUIREMENTS AND PROVIDE SEPNCE TO 'JWTS AS REQUIRED - - - -- ---- - 9eMce 9emca P AFa Walta� Watts <tnite >• K5. ALL RECEPTACLES FGR KITCHEN EQUIPMENT $HALL. BE TWISTIOCY TYPE OF VOLTAGE RATING 210 A :15 _ 20 99L GFIF.0 AND AMPACIrY TO MArrH MANUFACTURERS RECOMMENDATIONS. THIS CONTRACTOR SHALL 3 HEAT U -__-_ I M _ Y-- - PP-CrACE ALL PLUGS FOR EOUIPMENT NOT FURNISHED WITH TWISTLOCK PLUGS. COORDINATE S DIG BOX 1 20 _ 6 1aO3�900L06j _ 1 20 1ELT) __- WITH EQUIPMENT fAANUFAC TUBERS AND THE OWNERS FEPPESENTATNE AS REOUIF.ED. ' ND00 PML 7004 _ 1 - 10 - 1W __ r�•DRIVE THROUGH P.O.. 1 20 -_ 110'1 9 COOICR 517 loe� I 20 13W � 6C AVAINNF '101 10 __- __1610 _ .. Y6- EQUIPMENT IS CONNECTED TO CUT STATION CONTROL PANEL. VERIFY EXACT LOCATION AND I1 cTXnER 5 101 -___ 1 20 - -Ja: 1z' _ 1.620 _ WRING REQUIREMENTS WITH CUT STATION MANUFACTURER PRIOR TO INSTALATION. 3 REFRIO 'Oe ___ 1 20 NM 14 SOM TES iOJt 10 _W. a n IS ,UFDCC COMPUTER _ 1 20 _ 6W t6 ORNE t4ft I , Y 7 PROVIDE CONTROL WRING TO POOF MOUNTED REMOTE. REFRIGERATION UNIT VERIFY EXALT 17 0�rE C 1) _ 1 M low ID NA DPM I1 1 7C _ _ IC56 WIPING REOLNFEMENTS TMH EQUIPMENT CONTRACTOR. 19 TIM PWY C%0 - 1 20 9W 20 FOOD PIM 't7� 1 20 iSIO .. PAI:, 21 -`EWWN ELE SWITCH _ 1 20IOW 22 RL? M1CWtil)_- 1. 20 1176 P110 r:8 ELECTF.ICAL CONTRACTOR SHALL PROVIDE ALL CONTROL WIRING FOR WALNIN COOLERS AS 23 COIN OWLETS I 20 3W 24 R-CONWENCC FRONT 1 10 _ _ 1260_ _ PEDIJWED, INCLUDING BUT NOT LIMITED 10 WRIW OF DEFROST :IMEPS. VFPIFi EXACT WIPING M ""115 FAIL Cll)CA 1 20 5DO 26 TUMM CK'LLEP 1 20 'SOD REQUIREMENTS WITH EQUIPMENT CONTRACTOR 27 TWO pMSSOR At _ 1 20 _ _/IN 2B __ _ 936 29 COOLED TIMER I _ YO _ 1." 30 ?A'6A E DSPOSNS_--� J M _ _ 938 rg LIGHTING FIXTURES FOR WALKIN COOLERS ARE FURNISHED WITH EOUIPMENi PACPAGE AND ,'.1 COOLED TIMOR 1 20 _ 15W 32 INSTAi AND WIPED BY ELECTRICAL CONTRACTOR. VERIFY EXACT WIRING REOUIFCMENTS 3J NTT- SW ❑0 560 _ I 70 _1500 A ICE PnR PANEL I 20 _ '1_6 'L ) 1 � .I � � J. 6 F 20 `l, - 4 35 -TELE ( T T r T IN FIELD WITH EQUIPMENT SUPPLIER 37 PTE 5 SPRAWrCR 0171 i ?0 1200 _ _ � � CE BIOR-PLMc'S J 30 2�W -- 11W I Jy_' _ I S ` ATE 7 rF - A. NTFPLOCK WRING AS REOU!RED TO ACTIVATE THE SHUNT TRIP ON THE MAIN 34 ROOF RECEPTACLES 1 20 _ - 5/O 10 21W - M A M i l 1 1 DESIGN Ca va ^'TEL 'RPI' UPON ACTNATION OF THE ANSUL SYSTEM. VEFi EXACT WIRING 11 R-c0M' IIIWIDOW 1 20 1110 12 Npq PML ]fPo --- f 21IL_ - _ YA 9� G •'-H ANSUL SYSTEM SUPPUEP r6gAM c6N 1 ) VACIFIC F4V T Pov.A 4 10,69 W'oI10 139 NOR � 3V SIT 9351XM5 (- Pem. 6 15.120 wall. 175 Amp I ;' ', I I I CONSULTANTS �.. BUP 94'03 Pnnee C IS R9/ wm9 1.',) AnP 1 AJ a 9 4 u a o .. Et, MEC 9S02Or' 41 OF 49 1 - -- 'olal 0,719 46TH 131 Amy I-_._ _ .-.. _ _ - MARCH 24 . 1995 ��!?n� ■ I i11 nlNr PFRMIT SUBMITTAL V I I I III 21 I I V I I I I I I l mi I I I Ir tol� I I I III III III I III III I 171M 4INADE IN Y [NMA �/I / IN �/ �/I ■ ■ ■ �? , �,l ? 1 \ li. it tf• ;j , '! � ; '\ r, . '. Z r ( 1 ..._._,.. ( LL HLA;t p _._ .� ►' O Lli RU77 ',,'F�'RIE ' HOOT) 777 E Z = W I !� , J ANS, , L, c F� m 0- P PRLWIF i iJ V+•• ..T IN'.:ANDEI�i'.FNT L FIk' _i�E FAC;T�,Rr PREWIRED COND111T FPUM FIRE SY'>TEM M1!7RC, - WIT'C.H Ii) f SUPPLY FAN `,HUT-DGWN RELA'1 � :t ��� (-1 ��� PREWIRED E LE,_TPII:AL PANEL WITH f A.N TAF rl:RF; 'l:I',,'ERL0AG5 AND MC�Ota SLJPPL 1 F"AN SFi:.1 F-C!nWN PE!-Al` t,r; LIGHT - '14111"H P LE D SECTION 5 F A ANE a ` VD WPAPaE R�, SECTION t'l/:.'0" MODEL 51.9-4 _ PLA \ VIFW MODEL 5124 - D ITEM x r OO I H071.��'ERIF LINE.) ��` � _ A / at � r ; r 1 UO" MINIMUM 144 .. 7i _— _ —_ ------•--_ __ — _ _. A L t CUNTRUES E+„n. INL/ If LD I 1 , ELECTR1f-Af. L CCWWNECTIONS. T 1 • .. -- ---�------- •---�- ter-- •1�== 1 14 v ( SUPPLY SIDE t IT C(IG 1' �'• p�Il FLASHING TO MOUNT UNI- rJ PC-OF CUPS WITH i,HEF T METAL SCREWS B'r IN`;-%01R r GAS CONE AFI 1MIT{' 4 HOOD �;5 ,•� .�� ., . � , • � � . - __---- -----�_�-=�:- --- ---- --• ----- - - •� ;,I, ,' ,, �;-, ` _..��_�•--1___._ HOLD ,* ( T'�CVIN (— [r'1A• )FENIN(. �,:,f.+ {,.', LECTRICA(- ( I ! L tl I PP"1PI 'JPYuE T I 1 hL YLr1 `' X71,'it' YODEL 5�":?4 _ND [.._ W _.. � +yyuj1� 7'[I.'7'1.V(,' KFTTI,I%) UPBI , AST EXHAUST FAN �V07'E 17' P- THF; Rl.QP0lv:�'II�IlJ7'Y OF 111E c:L', ERAL ('0 \'7'h' 1' 'T�??�' TU N1,'RFORM IIMUA .5'TAR7' - 1 lF' AND ('0MPl,E7'E EQ t IP.ti1 F NT, U P M O D E L NCA 18 B `7,40' - l P (TICK LIFT AND RET'1/RN TO F'AC7'OR)' [01 �4":4RRA N HnOD INFORMATION TABLE HOOD ACCESSORIES TABLE - WRAPPEF HOOD INFORMATION TABLE { --- _ _ MAX. ____ __w____._ _�.�_ ._._.__- ----- _ H(tC1D t `jNFI:,IJi?ATIf,ti _. ___ ._ �__..____._ - I ,� FIR r Y;I � T I HC)", .. .T...--- - ... _. rl I � ST,TEM Et.E'. A4 INF-fFbgAit.l'v ► Jr3 ' , i INO _ .XHAJ51 p �f R Hr�O(? - - -____ __._ I! ` f�a� LEf`T GI .., I I _ _ _ __ 7 _-__ .f ` F+dvJF .E'w-, .-� __ _ - N,T r fl N _.... -- - _ __ T, p,. 1 .! dIRNET T. ;c VYfRF: mac,• ;1LE � TI(1 E i.{?l hT i:`VyT Li�c,AT4:`N �,+ �. _ 1 rr! T I HT .. rr j PRE.---WIPE N F hE •r' L- 'j� I fEMP � ?E rcN I TI TAS ` EI U 10 BA K T_ E' �- HEIC,HT FSE. L . r r LE'N 1 ` r'TPE i r - - f. E_ Li-C.A ..N E (}TT r j JV'1''H IN) I WIDTH ,N-3 WIO'r+ N� __. _. �__.- -- _..__.-•---..._. uARL' I _ '_ �t:Al_LON� h'AI NAGE _ ' ._ __._-_ ,W11CHE`. VY GI, R EXH rcM END BACs _._ ___ _-. -� {. _ __+_� _._ _ _---- - -- - -.. _f ..__ t. -LIGHT rYG I I '� ___ '�. 1 I 1 I ( I I I -_ - 4HC10L G-I I f 1 r n 1 1 ti; 1`a 1900 n.5 1�()C1 .304 i E I LEFT 1 FFtl:IN1 1 j 3 - I I 1 F FIELD I F'P(,N r t NONE , _ AL RAFFLE I 3 If,-.AN I E� I M 1 51 a4 i 5" 60� 1 i I I 5 116 '0 ► I 1 N0 i I DEG. ! i wHFrrr<E fxnOg;n I I I _-- .. I ry-- -.._.__.__ _..__..�._.._____ - •-..---- .._. _______._..._..�_ r 116 A I N AN - -• A l `. 30 RIGHT � tOC?� Ft, R1;F-IT 1 i4 5 5" 1600 1 'C) T` 1900 0 5 1300 3C4 S,/`5 RIGHT FRONT S __. _ _ - ._.__ I i 8 TLC' r PUN' RIGHT 5 16 <0 AL B FF LE 3 I r N !1_ I c•f� 32.11 1.-. I RIGHT NO DCG W}1ERE EXPOSED I �u rfPE; � .�---__� —}-- 1 LirF-r a I- 1 r 16 �� � i �• I r _ -- -- - - 4524 7• !f' 1 45(? 1 10 8 90U 0 4 18�1q 304 ra/; __._ ____ , 3 -.-- -. _._ +,g F tELEf NI�•1+1 3 Nr'NE 4 1 E' l AE. BAF'Ft.E 3 1N..AN WHEREEXP.iSED Fkt:_, __ ___ -- - _.- _ ____-- --- _.__ __ _____-_..___-•- --..___r-- -- .______. -_--____._.- ---_- h SYSTEM i NC1 ' I DEG " 0 I, I TTP' , I i) 16 15 I I I F _. _. j FIA{. ;. !JE'��C�.�N MSA �� 1 1',; 10 1240 0 4 124:1 304 i r RIGHT �NON'T 4 � 3 - - _ .. ___ __ 18 FIEI_CI RI(,!-T 4 14ONE � tFy 20 AL BAFFLE c I INCAN I _ PIPED ( HOOD N_ I S 95390 j 4 q �y7a4 8' 4- 450 /: t4U E DEG W14EPE EkoOSEU� FRONT _ _. ,-_ .._ _..----__. _ __..__..__.- ---•---____ _ __w_ OTHEF " -___.__.. NSUL._TAN �(` ucHl "h 0 I.YPE _L EF"T 0 -t 5 16 - - 1 _AN `iW 1 r 1 1 F 4 !�4 LEFT F`RpNT _ 3 _._ _ _ _ __ -•- 1 E FIELCf 5 RIGH , , Al. EIAFFLE ! INCAN - �. f 1 1 0 24 0 0 304 S 5 , , AN5l1L t 5i 3,n FC Ftl,NT 3 1 1 1 pr08 F( FIGHT 1 W 5►N I r, a,. L,T WHi:PE' EXPO`-ED FPON1 i 16 I ( I I T I Li - 1 1 1 1 _ - _.._._.__ PAC1FIr. MPYW . 1 M, 15 .r��..+...� - - _.__ P ,W , om " IT 944OF W BIJILDINC PERMIT Sll6flfi �TTAL �,� APCN 24 . 1 J9 , � �F c » MIC ' �L ED 1161 II � I 111 � II ' � 111 1 Flit-- cpm 4MADE IN CHINA IN � 1 1 i SPECIFICATIONS TEMPORARY LIGHTING: Provide temporary lighting fixtures for use during P y 9 9 9 PROJECT CLOSEOUT SECTION 01700 The Contractor shall be responsible for notifying the Architect and Owner's construction construction. representative Immediately of any special soil of water conditions that ore present on NSTRUCTION TO BIDDERS SECTION 00100 SANITARY FACILITIES: Provide on-site tonal facility for the use of all FINAL CLEANING: Prior to Owner Occupancy, clean all surfccee Including a particular site. Do not proceed with further work until so outhorizod. workmen on the job site, until new facilities are In service. Provide separate fixtures and equipment, including Owner supplied equipment. Remove all AIA Document A710,Instructlons to Bidders, 1987 Edition Is the form being facilities separate facilities for mole and femole personnel when both sexes are traces of soil, stains, dirt, waste materials, smudges, and other foreign matter used. Caples of this Document may be obtained from the offlca of the working of project site. from all finished surfaces. Clean all equipment and fixtures to a sanitary Contractor shall provide the Owner and Architect with soil tests by Architect conditiun. Clean transparent materials, Including mirrors and glass In doors, Indapendeol laboratory approved on all compacted ml follows: One TEMPORARY HEAT AND VENTILATION shall be provided to maintain adequate windows, and cosework, to a polished condition, free of duet, putty, films or Stondord Proctor fill material. Six density testa on c compacted fill at SUPPLEMENTARY CONDITIONS SECTION 00800 anvlronmentol conditions to taollitate progress of the Work, to meet specified similar substances which are noticeable as vision-obscuring. y locations directed b by the Architect. W minimum conditions for the Installotlon and proper curing of materials, to 0 AIA Document A 201-1987 Edition: 'General Conditions of the Contract for protect materials and finishes from damage due to temperature or humidity, SUBSTANTIAL COMPLETION- After final cleaning operations ham been Excavate for buildings, structures and odjocent areae to grades and levels as Cr Construction' is hereby included as a part of the Contract Documents by and to prevent hazardous accumulations of dust, fumes, vapors or gases. completed, and when the Project In ready for Owner occupancy, obtain an Indicated or required for foundation on plana. Include miscellaneous excowtion < refMeett Once new systems are operational, they may be used for temporary heating y permit on behalf occupancy as Indicated on drawings or In specifications for footings, undaroround utilities. Q p ec any other e and coding only IF. (i) all registers diffusers and filters are cleaned before gomrnmantol outhcritleha of the Owner, and approval s having jurisdiction conn the Profensteps,Submit originals P , r amps, retaining walls, light poles, post holes, drywalls, area drains, rrt SUPPlements to the 'General Condltians will be issued as required. substantial completion, and (2) warranty periods remain unchanged, starting of such approvals to the Owner for his records. ate. V from the dale of Substantial Completion. 0 Materials to be excavae earor other ma ted ore assumed to be thteriels that ton CERTIFICATE OCCUPANCY: Contractor shot! obtain Certificate of be removed bZ SUMMARY OF WORK SECTION 01010 Occupancy, which y power shovel or other normal excavating equipment, but not Ie to remain in the possession of the Store Manager with Q Z TEMPORARY FIRE EXTINGUISHERS, Provide Type ABC extinguishers at o copy to the Owner's Project Manager. requiring the use of explosives or drills. If other Is encountered within the Y The work consists of the construction and completion of a restaurant building, locations reasonably effective in extinguishing fires, by personnel at project limits of the excowtion, not.fy the Architect and Owners construction representative immediately. '.nciuding all Its appurtenances, site work, landscaping and any off site alta. Comply with NFPA No. 10. Post warning and quick-Instructions at each PUNCH LIST: The General Contractor shall prepare a list of Work items yet Q Improvement required or necessary, shown on the drawings, accepting only extinguisher, and instruct personnel on proper use. Post fire department call to be completed or corrected, complete with scheduled dates for completion. Maintain temporary barricades, fences and bridges around excavated areas (— these Items specifically shover., noted or specified as not in contract (NIC). number on each telephone at project site. with warning signs and/or lights as required by code, to protect public and C 1 Q Submit this list to the Owner's representative for review and comments. The C Owners representation workmen from Injury during work carried out under this contract.will then preform a Final Inspection, and will prepare a Punch List 0 Kerns noted 'NIC' (Not er Contract), moveable Installed furniture, minor TEMPORARY PHONE SERVhone shall ll be m provided by the General Contractor. of items which ore Incomplete, damaged, or otherwise not In conformance _ aWlDmer.t, load computers will be furnished and Installed by Owner. The temporary telephone shall be made available to cubecontractors, and the with the requirements of the Construction Documents. The failure to include Suitable bearing for foundations: All veal' footings and column le. per s mall Z 2 Architect or Owners construction representative or his representative for local any item on such lie, does not alter the responsibility of the Contractor to rest on Boll having a minimum Boll bearing capacity of 3000 Ibe. Der eq.ft. or O LL Refer to E u telephone calla. Lon distance shall be aid for b party g complete all the Work required h the Construction Occuments. as noted otherwise on the drawings, Soils with lees than 3000 of bearing (� q 1pmont Schedules on Drawings b Owner-Contractor Agreement W 9 p y the art making such calla. p q y 9 P for odaltional Items, not eciflcali listed above. capacity should be carefully reviewed for other problems of excessive � — ep y SCAFFOLDING: Provide all sccffolding and construction aids required, INSYRUCTON OF PERSONN settlements, etc. Refer to soils report for specific recommendations. Provide rr/^� U_ EL Fully instruct the Owner's designated VJ — IJP Including cord fella, lights and platforms necessary for the cam atlon of the compaction of existing subgrade sell and new NI in compliance with AASHTO CONSTRUCTION crvwEp F• n 9 9 D t D• personnel In the operation, adjustment, and maintenance of mechanical, O U a Work, and for the protection of the workmen and the public. plumbing, and electrical systema. T-99, Method D, also known as ASTM D698, Method D. FlII motorial shall be � � The Contractor shall prepare and submit Io the Owner's representotive, o at optimum moisture content for compaction. See civil drawings fir compaction ber-chert type progress schedule for the entire Project, within three 3 do PROGRESS CLEANING: At all times, keep the project site free from OPERATION AND MAINTENANCE DATA: Or an!,e two 2 sets of o eratin within paved parking area. YP P nt b ( ) M e ( ) oporating after award of Contract. ?favids a separate bar for each Work Item listed In accumulatlol of waste materiels or rubbish caused by construction operations. and maintenance data. Bind data Into heavy-duty 3-Inch, 3-ring vinyl-covered the Schedule of Values. Include appropriate time for project mobilization, Provide suitable waste receptacles for trash and construction debris, and binders, properly identified and Indexed. Include the following types of Cohesive Subgrade: 95% compaction. Revoone procurement of products, review and return of shop drawings, fabrication, arrange for transportation and legal disposal of materials off site. Information In operation and maintenance manuals: paint materials and color Cohesion lees Subtrodes: 1005 compaction. installation, testing, final cleanup and installation time for work under separate formulas used, material suppliers and product Identifications for future Reylelorl 1 Closet ort Controets. Identify each colander day through-out the schedule. Highlight replacement of interior finishes, operating manuals and emergency Instructions Compaction certificates ore mandatary for parking lot, building slab and 'critical path' elements of the schedule that are Ion orient to complete the PRODUCTS & SUBSTITUTIONS SECTION 01600 for HVAC equipment furnished if applicable), s are arts listings, copies of foundctione sub-grade. APRti �• 1995 v D ( eP P 9 P Work on ion r h I i h f warranties, wiring diagrams, Inspection r adore Ir In nbalancing t e. Co relate the orgI nithe O of the trocto e with the dote o gil or. s, o testing and Substantial Completion indicated In the Owner-Contractor Agreement. PRODUCT OPTIONS: Products Specified by Reference Stondal da or by reports, sub-contractor listing and similar appropriate Items. If suitable bearing is not encountered at the depth Indicated on drawings for Description Only: Any product meeting those standards or description. foundations, the contractor sh( usdlately notify the Architect and Owner's construction aRO.iECT COORDINATION & ADM'IVISTRATION: Products Specified by Naming one or More Manufacturers: Products o1COMPLETE ALL WORK ITEMS ere expeditiously ere possible, providing labor at representative. !)a not procee nor until instructions are given by authorized manufacturers named and meeting specifications, no options or substitutions times when the project Is not in operation, if necessary. Coordinate with the representative of the Arc Tttnct. COORDINATE the Work of the complete project to assure an efficient and allowed. Products Specified by Naming One or More Manufacturers with a Owner's manager and perform the Work so that It will not Interfere with the crderry sequence of installation of construction elements, and for installation Provision for Substitutions. Owner's operations. FlII for unpaved areas shall be clean north, free of all objectionable foreign of items furnished and Installed by others, with provisions for accommodatingobjects. other items to be installed later. Coordinate space requirements and CONTRACTOR'S SUBSTITUTION REPRESENTATION: By substitution of a FINAL PAYMENT - CLOSEOUT SUBMITTALS, Submit the following Items to instollotion of mechanical and electricof Work which are indicated material, product, equipment Item or system. the Contractor: (1) represents the Owner, upon application for final poyment: (1) Final Occupancy permit and Rough grade entire areas or property to reasonably true and even surfaces. diogranmotically on the Drawings. Utilize apace efficiently to maximize that he has personally Investigated the proposed substitute product and health department approval, when required; (2) Lien wofvers; (3) Final Slope ground away from building walls to facilitate drainage. Paving and walks celestial for other installations, and for maintenance. determined that t Is equalor superior in all respects to that specified, (2) will schedule of values; (4� extra Construction Document sets, (5) Marked-u set shat be graded to the underside of pavement, planting areae to be 8' below provide the some warranty for the substitution that the Contro,.tor would have of 'Record Documents ; (6) Extra stock of finish material Items; and (7� the finish grade and lawn areae to be V below finish grodes. PRE-CONSTRUCTION MEETIN Meet with the Owner's designated provided for the specified proeuct, (3) waives all claims for additional costa co Cr` g punch-list of incomplete wok Items, prepared at substantial herein. completion, construction representative before starting construction. Discuss procedures related to the aubstltutir,n which subsequently become apparent; and (4) will indicating actual completion dates for each Item listed herein. Flnlah grading: Spread stockpiled and/or naw topsoil evenly over town and � p�y and requirements for site access, work hours, parking, deliveries and coordinate the lnstallctfon of the accepted substitute, making such changes planting areae. Bring to finish grades allaw'. g for settlement. `UI receiving, debris and waste receptacles, temporary barricade, and construction as may be required for the Work to be complete In all respects.' 51TE WORK jaTIE" N 020QQ �� _ Vf operatlons that may be offensive. APPLICATION / ACCEPTANCE, A -cation of a material or equipment Item ASPHALT PAVING SECTION 02510 DDI' A,II demolition, clearing end grubbing, earthwork, asphalt paving and site MAINTENANCE OF CONSTRUCTION DOCUMENTS: 'Ile Contractor shall to Work installed by others constitutes acceptance of that Work and drainage work shall, as a minimum, conform to all local codes, methods, maintain of the project site, a 'recon; set of Construction Documents and the assumption of full responsibility for satisfactory installation. standards and specifications. l/ fod,wing related drawings or documents prepared by others: A. Paint for pavement marking shall be white non-reflective paint Casework shop drawings prepared by the Casework faoricater PRODUCTS IN QUANTITIES sholl be alike and interchangeable. Where conforming to the requirements of AASHTO M248. Paint shall be Interior and exterior signage shop drawings, by the Signage additional amounts of a product are likely to be needed by the Owner at a DEMOLITION SECTION 02070 applied in accordance with the material manufacturers Contractor. later date for maintenance and repair, provide standard, domestically produced recommendations. Width of linea shall be 4' unh,se otherwise products which are likely to be available to the Owner at such later date. Demolish existing structures necessary for the completion of the work, except Indicated. L U DO NOT construct any portion of the Work related to these drawings at any SUPPLY PRODUCTS COMPLETE with all standard devices, trim finish, and all as noted to remain. Notify all utility companies and arrange for cut-off of all d time without such drawings being available at the Project Site. demolished material from site unless otherwise stated In the contract. accessories Indicated In the latest edition of the manufacturer's catalog or .. _ . _. brochure published at the date of the award of the Contract. Furnish such All structures shall be removed to V-6" below existing or proposed grade or Vl APPLICATIONS FOR PAYMENT SECTION 01025 Items complete with component parts necessary for the obvious and Intended to a depth which will provide proper soil bearing for footings• whichever is W use and installation, whether or not descriptions or catalog numbers contain greatest. t w °P"ktEN' REQUESTS: The payment request cycle is to be regular. Each oil supplemental Informatlo, and/or numh3rs of such components. U e4 2 EQUIPMENT NAM Provide All existing underground utilities shown are approximate and are to be verified O r$ appiicotion mus' be consistent with previous app totlono and Payments. EPLATE& permanent nomeplutes an each item of by Contractor. The Architect or Engineer does not accept any responsibility in T7i'Iq y' Certain applications for payment, such as the initial application, the application service-connected or power operated equipment. Indicate manufacturer, for the accuracy of the location of existing utilities indicated on the Drawings. < a ct substantial completion, and the final payment noolic,ltion Involve additional product name, model number, serial number, capacity, speed, retlnq, and Verify location of existing utilities and exercise every precaution when working c R requirements. similar essential operating data. Locule nameplates on on easily accessible on or near these areas to avoid damage to those existing facilities. Utility6e surface. Locate required labels and stomps on on accessible surface which, lines may be encountered in excowtion that were not known, or shown to O PRIOR TO SUBMITTAL OF INITIAL APPLICATION FOR PAYMENT, the In occupied epoces, Is not conspicuous. exist, so caution should be taken In all excavations. Active or Inactive utilities 1= '�g ' falowing items shall be submitted: (1) listing of subcontractors and principalencountered by the Contractor shall be hondiod in accordance with the NFA-oo Supp"ers and fabricators, (2) the progress schedule, (3) preliminary schedule M,4NUFp CL;R'eR'S INSTRUCTIONS: Whenever products are required to be requirements of the utility companies. \oe:a of values, (4) performance and/or payment bonds, if required, and (5) copies installed and/or perform In accordance with a specified manufacturer's of acquired building permits for performance of the Work. Instruction or procedure, procure, distribute and maintain at the site copies of N •S p�' such information. ARIN AND GRUBBING SECTION 02110 w sag FORM AND QUANTITY OF APPLICATION, Submit three (3) executed copies Y ,;g.. of AIA Document G702, Application and Certification for Payment, supported NO ALLOWANCE or consideration will be made for claimed ignorance as to Remove all trash, rubbish, shrubs, trees otw Mumps from entire lot unless - U what a cited reference standard contains, as each tradesman is considered to ` i8 f by AIA Document G703, Continuation Sheet. be experienced and familiar with the published standards of quality and noted otherwise m site Pian, g 6' below 1 vh grope minimum. n areae to be occupied by Improvements greater than , , stumps shall be entirely SUBMIT CONDITIONAL LIEN RELEASES with each Application for Payment, workmanship for his own trade. removed. � contingent upon receipt and bank clearance of the current invoiced amount. INSTALLERS INSPECTIONS: Before installation, Inspect substrate material and P Remove the entire depth of topsoil from areas to be occupied by buildings, SUBMIT UNCONDITIONAL UEN RELEASES covering the previously paid the conditions under which the Work will be performed. Do not proceed until roads, parking areas and walks, and dispose of legally, except that which is amount received by the General Contractor and all sub-contractors or material unsatisfactory conditions have been corrected. AppliceIon of a material or to be placed In landscaped areas. suppliers, with subsequent Applicotions for Payment. equipment Item to work installed by others constitutes acneptance of that .. • . Work and assumption of responsibility far satisfactory installation. Inspect Protect against �lomoge to any lawns, shrubs, trees, roads, walks and other � each Item of material or equipment Immediately prior to Installation - reject work that la to remain In P@EtjMINARY SCHEDULE OF VALUES Before start of construction, submit place. a preliminary Schedule of Values. Support with back-up dote to substantiate damaged and defective Items. Its accuracy upon request. PERFORM INSTALLATION WORK b persons Iifi r y pe so s qua ed to produce FINAL SCHEDULE OF VALUES: At the completion of the Work, and as a workmanship of specified quality, In accordance with manufacturer's printed EARTHWORK SECTION 02200 condition of Final Completion, submit o revised Schedule of Values, reflecting instructions. Install Work during conditions of temperature, humidity, the fm, cost a,' the Work, including oil revisions or changes made during exposure, forecasted weather, and status of the project completion which will Contractor shall establish two bench marks off site prior to excavation. construction. Ar,onge schedule In order of Work items listed above, and ensure the best possible resulte for each unit of work. Elevation of bench marks shall be coordinated with bench mark listed on site support ached a with backup data If requested. plan. ISOLATE each unit of work from f on-compatible work, as required to prevent coe,'oration. Make allowances for expansion, contraction, and building The so;is report has been prepared by an Independent company and is TEMPORARY ACILITiES/CONTRO S SECTION 01500 movements. Provide attachment and connection devices and methods for provided to the Contractor for reference only. Subsurface conditions and sell `y securing the work properly as it Is Installed, true to line and level. Provide bearing capacity ore not warranted by the Architect. CONNECT to existing systema at the project site, and coordinate with uniform joint widths in exposed work, organized for best possible visual applicable utility service companies, to provide for water, electrical power, effect. All site preparation data found in the drawings and/or or -^Iflcations Is Date lighting, heat, and phone service. Costs for such services shall be Included Intended to be minimum ucceptable site standards. The soils report is based In the Bose Bid Amou T4 unless otherwlue Indicated. COORDINATE CLOSING-IN of work with required inepec Lana and tests, so as upon the subsurface conditions at the actual building site. If the soils report 03-24-95 to minimize the necessity of uncovering completed work. lista an allowable soil bearing capacity of the site soil that is lase than the Drawn By TEMPORARY ELECTRICAL POWERy Provide a grounded power distribution required capacity, the Architect and Owner's construction representative shall be system with overload protection, sufficient to accommodate construction PROTECTION: Alcor Installation, provide coverings to protect metalled notified Immediately. If the soils report outlines a more rigorous method of KVB 8 operations requiring power, use of power tools, electrical heating, lighting, and products from damage from trofflc and construction operations, remove when subsurface preparation than is herein outlined, tha requirements of the soils - g start-up testing of permanent electric- powered equipment prior to Its io longer requiredreport shall govern. Verify frost protection requirements prior to excavation. Checked By _ permanent connection to electrical system. Locate multiple outlets (minimum RCT of 4-gong) spaced so that the entire area ;f ronstructlon can be reached by REPAIR AND REPLACE domogsd Items, at no additional coat to the Owner. — power tools on a single extension cord of 50' maximum length. Additional time required to secure replacements and to make repairs will not Issued Bq (BCi. 8 be considered to justify an extension of time to complete the Work. scale a` q Job No 295097 = PACIFIC HWY , 13835 Shoe, No 9 BUD 840338, SIT 94.0015 MEG 96.020543 OF 4e CONSTRUCTION SET - APRIL 19 , 1995 SN- 1 _IIIIII1■1 I7Vs®It-II I aVl.1sI➢II ��I/IIeII� llil �ll INIA�D[IIINI MICRO ��IIIII1`ILIIILIEIt 011111 IIIIII1■1 IYIIII11 1llllll CHMA IN ■ I ■ _N_Q_T VI.RIF-Y WITH OWNER If Silt SPECIFIC PROJECT WILL UTILIZE-- 'MUTUAL TILIZE"MUTUAL MAiERIALS" MASONRY OR "SHIE=LY MASONRY PRODUCTS', PRIOR 10 DID DATE. METAL FABRICALQN-5 �_4N---05._0x0 _(jUfLTQ_-CASEWORK SECTION 0�4 ;J AINt\ L - REFER TO CIVIL DRAWINGS SECT N S,,'.7QQ Lvig QNRY C_TI�N � Q� J, AT}:RJALS_ Limit. materials that will be exposed tc view to those which are PROVIO shop—fabricated wood casework, furniture !ter- 9, and miscellaneous Stor^n Sewers: Where a stomp wa'cr &cilnago system is required, the Provide all masonry units in sizes and shapes as shown on the drawings. free from surface blemished, pitting, rolled trade names, and roughness. items as indicated in the drawings. Contr,otor shall furnish all labor and materials necessary to complete the Concrete Masonry Ur,its: Mutuul Materials Masonry products split face (natural color)m Provide steel plate, shapes and bars meeting ASTM A36, steel pipe meeting " " syste %s !equ:'ed by local code, or as shown on the drawings. block. Block to be pre—treated for moisture resistance. ASTM A53 — grade A cnedule 40, and stee � AWtube meeting ASTM A500. A�ITY ASSURANNComply with AQuality Standards section 400 Provide bent or otherwise custom fabricated bolts, plates, anchors, hangers, for custom" grade. CMU Mortar to conform to "STM C-270 type S utilizing the proportion dowels and other miscellaneous steel and Iron shapes as required for framing, Surface Nainage: Contractor shall flnish surfaces to slopes indicated on the method to achieve 1800 PS! strength. Calor to match rock face block. supporting or anchoring. SUBMIT SHOP DRAWINGS to show location of each Item, dimensioned plans Wts plan to obtain positive droinogel of the surface water. Mortar to be pre--treated for moisture resistance. and elevations, forge scale details, attachment devices and other components. Silt and E,oa'on: See civil erasion control drowu,T. Pollow load booring block units: ASTM C90, grade N, type 1, standard weight. FABRICATiON and installation shall conform to the latest AISC Specifications. The Architect's review of such drawings will be for design conformance only. SEE CIVIL DRAWINGS FOR RETAINING WALL. MASONRY. exposed Work true to line and level with accurate angles and surfaces. Ease / exposed edges to a radius of approx. 1/4" unless otherwise shown. Weld VERIFY FIELD MEASUREMENTS and provide dimensions for shop drawings S S TI N if hloc!, and mortar is not pretreoted, then an even coot of water repellent sealer shall corners and seams continuously, coping connections, unless otherwise before fabrication. T �1TjLITJts — —.Q_ _ — ` - be ,gip lied to the wall making sure the mortar joints are thourou hl covered. • p g J g y indicated. Grind exposers welds smooth and flush to match and blend with W Z Gas, water sewer, telephone and electric service shall be connected to Apprc.ved water repellent sealer: Chem Trete PB is to be applied in occord,ince adjoining surfaces. Prime with red oxide primer and touch--up at site. AA_WQFJ_(_.j AJ1RIALS: Shall be as shown on the millwork drowings. ` , Q Z existing utilities by controctor as required by utility companies. with manufacturers specifications. (1 coat=approximately 75 sq. ft. gollon.) jNSTALLATIQN I,istoll items plumb and level, accurately fitted, free from Cc >- QQNCRETE _WORN( ��CTION_03300 distortion or defects. Allow for erection loads, and for sufficient temporary Q)rJF_RAL FABRIA�ION do ASSEMBLY* < < �.... roduct is tk, be installed & cleaned dawn as per manufacturers bracing to maintain true alignment until completion of erection and installation re ";;VIDE concte as indicated on the drowings for building foundations, Poor specifications using manufacturer's rec)mmended cleaning agents. of permanent attachments. Field weld components Indicated on Drawings. SHOP FABRICATE casework to dimensions, profiles, and details indicated on T. Q :. abs, and nc eta paving, slabs, and curbs. Perform field welding in accordance with AWS D1.1. Obtain shop drawings.Where necessary for fitting ai site, provide on•rple allowance ( W Arcs itect/Engineer approval prior to site cutting or making adjustments not for scribing, .rimming, and fitting. Complete fabrication. finishing, hardware REINFORCEMENT AND QN H RAGE: Singi s Wythe Joint Reinforcement: r V RIS: Erect formwork, shoring and bracing to achieve design Truss t e; hot. dl alvanized after fotrication cold-drawn stool conformir scheduled. After erection, prime welds, abrasions, and surfaces not shop application and other Wark before shipment to project site to maximum extent LL requirements in accordance with requirements of ACI 301 and ?47. Provide p g , g primed, except surfaces to be in contact with concrete. possible. O ( ..� q to ANSI/ASTM A82, 3/16 inch (4.8 mm) deformed side rods with 1/8 int i �._. formes opening: where required for items to be embedded or passing through (3mm) cross ties, in accordance with ACI 530.1-8$ ASCE LL work. Locate and set in place items to be cast directly into SHOP ASSEMBLY: Completely assemble counterfront, -obinets, countertops, concrete. Coordinate with work of other sections in f ,rming and placing Reinforcing Steel: ASTM A615, 60 ksi (414 MPa) yield grade, deformed bil'et ROUGH CARPENTRY SECTION -nlQ�. posts, and glazing in shop prior to shipment to project site. Mark individual 0 �J a M openings, sleeves, bolts, anchors, and other inserts and components of other bars, unfinished. items in sequence with removable mc,terials to facilitate field assembly. m Q work. PROVIDE and install blocking, backing, plywood, sheathing, furring and CL (f' Strap Anchors: 'Z'-t a bent steel shape, 1-1/2 x 24 inch (40 x 610 mm) size miscellaneous light framing required for completion of the Work, which is BELD INSTALLATION: ,IDINI MOLLS_�yQ F1LL:�ft MAiERIALS: Joi��t filler: ASTM D1751; Asphalt x 3/16 inch (4.8 mm� thick, galvanized to ASTM A153 Class B finish. generally not. exposed; where noted on the Drawings, and as specified herein. impregnated fiberboard or felt, thickness to suit application. �� F4P_v191GR8 PLYWOOD BLOCKING in artitions & Mountin Panels for mountin iNSTALL CA. WORK plumb, level, true and straight with no distortions. Galvanized Coating Requirerrlents for Metal Accessories: Metal accessories P 9 g Shim as required using concealed shims. Install to a tolerance of 1/8` in 8'-0" CONCRETi,_j X; Mix concrete it accordance with ACI 304. Deliver concrete embedded in masonry shall he coated for corrosion protection complying with equipment. Provide APA C-D PLUGGED INT with exterior glue. for plumb and leve! and with no variations in flushness Gf adjoining surfaces. r' in accordance with AS"M 094. Select proportions for normal w�i ht concrete P di g F{@VrL 1 r `� 5 P P 9 the requirements of ACI 530. 1-88/ASCE 6-88 (3.2.1.4) as follows: Exterior Scribe and cut to fit adjoining Work. Anchor to blocking or directly to APR1L t9. ?99� in cccordcnce with ACI 301 Method 1. See civil drawings for site work concrete mix. Wall: Oalvanizecf coating shall conform :a ASTM A153 Class 82 (1.5 oz/sq ft substrates without distortion so that cabinet doors fit openings property and (460 g/sq m). MISC. WOOD FRAMIN��c BLOCKING:. Construction grade # 2 or bA+'.er are accurately aligned. Adjust hardware to center doors in openings and to PROVIDE concrete to the criteria shown o,-i the drawings. Douglas Fir or equal, S4S. provide free operation. Anchor rount(stops securely to base units and other �:LASHIN •: Membrane Flashings: Composite sheet of 32 mil rubberized asphalt compound Integrally bonded to crass lominatnd 8 mi! polyathylen©; 40 t�ll_�QLAM_L�_MBFR: beorris and headers as scheduled. S©e drawing for supE.ort systems as indicated. USE accelerating oamixtures in cold weather only when approved by mil (0.5 mm) total thickness; Perris--A-Barrier manufactured by W R Grace & design stresses. I Arcnitect/Engineer. Use of admixtures will not relax cold weather plccemer.t AQJUST AND S,LEk Repair damaged and defective casework where requirements. Do not use calcium chlorite. Use set retarding admixtures Co' possible to elimirtaie defects, where not possible to repair, replace casework. t during hot weather only when approved by Architect/Engineer. ACCES QR; S. Preformed Control Joints: Polyvinylchloride material. Provide Clean, lubricate and adjust hardwrre for smooth operation. with corner Bund tee accessories, ;:ement fused joints. J~_f',ESERVATIVE i`jLATMENT; Provide preser:at:ve trented wuod where ;�'f�cTE MATERIAL$_ As speciried and indicated on the drawings• indicated in the drawings, and as follows: wood cants, ncilers, curbs, a _ r� Joint Fili�+,. Closed cell polypthyirne; oversized 50 percent to joir', width; sal`-- blocking, stripping and similar members in cannectip^ with roofing; and wood BUILDING lhliULf�1�N SECTION U���� _,"tinge encs cTm Place concrete 'n e to with ACI 301. Notify expanding; 3/4 inch 20 mm wide b maximum lengths. sills, sleepers, blocking, furring, stripping rind simlier concealed members in r testing agency a minimum 24 hours prior to commenr:ernent of onerotions. ( � y g P 9. 9• PP 9 PFOVIJE. and instal! 'rlan�et-type building wall insulatior with vapor barrier, contact with masonry or concrete. Preservative treatment shall be water where Indicated on the drawings and as specified herein. Ensure reinforcement, inserts and embedded parts are not disturbed during Cellular Weep Vents: Molded pol,v;nylchloride grilles; insect proof; #D/A 10t�6 borne material complying with AWPB I-P-:Z, kiln--drier to 19% r;csimum concrete placement. manufactured by Dur-O-Wal. moisture content for lumber and 15% for plywood. QLA$a_E ER BL .11jET BATT g441 . A_UQtk. Gloss fibers formed with blinders - irito resilient flexible blunkets or serol-rigid butts; ASTM C665 Types I,1!, or IIi, + nsta vapor barrier under interior slobs on grade. Lap joints rn4i;mum 6 Cleaning Soluti-uns: Nor.--acidic, i•,ot harmful to masonry work of adjacent inches '15,0 mm and sea! woterti ht b taping edges and ends. install joint unlaced or faced units as indicated, densities of not less than 0.5 !b. per cu. ;_.,'�� f \ ) 9 Y 9 9 materials. fillers 7, occordonce with manufacturer's instructions. Separate slabs on ft., k-value of 0.27; mrinufac!urer's s!andard lengths and widths as required , grade `rom vertical surfaces with 1/2 ;rich (13mm) thick ;oint f;!er, unless PSA iN 1 to coordinate with spc%r--s ,a be insulated. QI_AND Qs21�j�ice• Lay masonry i•i running bo�id with full head and j 1_ALLA*ION;. Sec rough carpentry accurately to required levels and lines, ,�� �'�`, '� otherwise shown on drawings. Extend joint filler from bottom of slab to bed joints. Lay to provide not less than 1/3 of a unit at corners. Ali joints with members plumb and true and accurately cut and fitted. Securely attach RIGID INSULATION QQAR� At peimeter of foundation as shown: ," within 1/4 inch (6mm) of finished slab sur-':ace. shall be uniform width and thickness. Tool exposed joints to uniform face, 'Mork to substrc-te. Dow Chemical Co. styrofoam SM", tinted blue, or approved equal, 1_ thick 400e, . Interlock intersections and external corners. Isolate Masonry partitions from minimum 24 wide find in maximum lengths. Minimum R value of 5.3 per inch. Maintain records of roncrete placement. Record date, location, quantity, air isolate to Dint of Masonry �• �. ' vertical structural members with a control Dint. # Adhesive for n boards; Dow Mastic 11. temperature, and test sompies taken. Place concrete continuously between i P I y aHEATHINv, Place roof and wall sheathing with end joints. staggered. PP N 9 ,-. OF 0011 redetermined ex onsion control, and construction Dints. Place floor slabs from horizontal framing members, slabs or decks with compressible joint filler, Secure sheets over firm bearing. Maintain minimum 1/16 inch and maximum f t` P P I Install weep holes in veneer at 32 inch on center above flashing, shelf angles, 1/8 inch spacing between joints of sheets on walls. Place perpendicular to , , shown: grraund In checkerboard postern. and at bottom of walls. Install horizontal joint reinforcement 16 inches on RIGID INS,�LAiiON BOARD: At masonry wall perimeter as ,dawn: (� j framing members. I center. Place joint reinforcement continuous in first and second joint below Polystytrene insulation extruded cellular type, 1 1/2" thick. Board size to be 24" wide I iii a' Sow cut joints within 24 hours after placing. Use 3/16 inch thick blade cut top of walls. Pou• Inose insulation in block corns as shown on the drawings. WOOD CHORD METAL TRUSSES SECTION 06151 x lengths as shown on details. Minimum "R" value of 5.0 per inch. Adhesive for into 1/4 depth of slob thickness. Screed s!cbs on grade level, maintaining — applying boards as recommended by insulation manufacturer. ! ', r ori surfcce flatness of maximum 1/8 inch in 10 ft (3 mm/3m). Spode and rodClean al! work thoroughly using non-metallic brushes and cleaning soiu•'lon ons:, PROVIDE prefabricated wood chord open trusses and associated bridging, concrete to embed anchors, fixtures and other inserts fully in dense concrete. rinse with water, All finished surfaces to be unmarred. bracing, fasteners and anchorage. MASQjyR1 iNSULA71 - Loose fill inorganic granular vermiculite, treated for water Q r repel!ancy, ASTivi 0516. F=our into concrete block cores at locations ind;%ated on At bottom of wall pours and other horizontal consti-Llction joints, roughen, QUALITY AS5U11A Mant f7cture, to be Truss Joist MacMillan. Design trusses the drawings. C e1D o Glean, and wet concrete surface against which new concrete is to be placed. in accordance with AITC re uirements and under direct supervision of Professional t,' '' Apply i-1/2 inches cf grout just before placing new concrete. The grout is STRUCTURAL TU. AL__`�rEEL SECTIQ t�5120 a r �'� !c - - s--- -- - Engineer experienced in structural framing design of trusses registerrl in State of "+ the some mixture as the concrete but with the coarse aggregate omitted. s the project location, lumber Gradin Agency, Certified b AC`.�L. Truss Plates fir, t, �, c PROVIDE steel framing members, support members, angles, and plates for P j� 9 q y� Y POLY��jl�� Ar O�j�ARRi.,& 6-mil polyethylene flim CONCRETE FiNISH,NG; Finish concrete floor surfaces *,n accordance with ACI connection, set#ins, and bearing as shown an the drawings. accordance with Truss Plate institute. Conform to app!icobie code for loads, .oN seismic zoning, and other govQrning load criteria. INSTAl1 IN ULAiION IN FULL TiiiCKNESS as shown over entire area to t+e (3 -jr` 301. Steel trowel surfaces which will receive carpeting, resilient Flooring, thin COORDINATE the work with other sections and erect the steel us shawl, and insulated• Cut and fit tightly around obstructions, and fill voids with !nuuiation. eg ' set quarry or ceramic tile. Steel Trowel sclr•faces which are scheduled to be soec fled on the structurol drawings. Rerncve projections which interfere with placement. Install In accordance ^ in exposed. In areas with floor drains, maintain floor elevation at walls; pitch FAbRIQA'it_QN�_ Verify dimensions and site conditions prior to ;reporinp shop ,with manufacturer's Instructions. surfaces uniformly to drains at 1/4 inch per foot (20 mm per m) nominal. •'moCao drawings anu fabrication. Construct t t m •nobers accurateiy to length arid, profile ly R C to achieve joint connections un6 Foot s,ope as indicated. Build camber into B IN AND_ PROTEQ710N-, Immediately after placement, protect concrete trusses as required. EXT.INSULATIUN AND STUCCO SYSTEM SECTION 07250 frau premature drying, excessively hot or cold temperatures, and mechanical Yhr injury. Maintain concrete with minimal moisture !oss at relatively constant iN TA LLATl N Coordinate plocernent a' beoring and support items. Install PROVIDE the composite wall and soffit cladding of rigid insulation applied fiber reinforced stucco Q C$ temperature for period necessary for hydration of cement ane' hardening of trusses in accordance with manufacturer's Instructions, at spacing Indicated. concrete. Cure floor surfaces in cccordcnce with ACI 308. coating as shown on the drawings. <`c Place trusses true to line and level. Provide temporary bracing to hold trusses in place until permanently securers. Place permanent bridging, MANt�FACTLIRERS; Materials of Stucco System. Parex, by ULTRAKOTE I Stucco System. _ Spraying: Spray water over floor slob areas and malitoin wet for 7 days. bracing, and anchors to maintain trusses straight and in correct position before i inducing loads. Do not field cut trusses. Place headers and supports to frame openings required. Frame openings between trusses with lumber. MATERIAL5; Polystyrene board insulation, tongue and groove, ASTM C578 Type VI, extruded EFL_la QUALrY C0 3T �,;_ Field inspection and test'ng wi;l be performed in accordance with ACI 301 by o testing firm selectee: by the contractor and cellular type R of 5.0; Minimum compressive strength, 30 psi; in thickness '. approved by the architect. Provide free access to W irk and cooperate with indicated. Manufacturers recommended primers and adhesives. ,,i -rn bmit Proposed mix design of each clots of concrete to FINISH .CARPENTRY SECTION 06200 Lath 1" X of go. wire fabric loth per manufacturers instructions. .es. ng fi Su P 9 inspect:o�r� and testing firm for review prior to commencement of Work, „eating reinforcement glass fiber mesh treated for improved bond with coating. Perform tests t cement and aggregates to ensure conformance with specified Coating; Synthetic compositio-., air curing, containing premixed quartz Sand aggregate r1 PROVIDE miscellaneou� shish carpentry items as shown on the drawings. in color (monocouche or equivalent) and texture as indicated on drawings. requirement. I MOLDINGS AND EXPOSED WOOD: Stoined maple to match butcher block. I( ^ Q Install all materials in accordance with manufacturer's " 1 Three concrete test cylinders will be taken for every 75 or less cu yds (57 or Finishes as noted on millwork drawincg. ( BLLATI less cu rn) of each class of concrete placed. One additional test cylinder will Instruction-.3. Install to provide all surfaces and profiles as shown. !lace T i be taken during cold weather concreting, cured on job site under some EXTERIOR cedar wood framing for gates as shown on the drawings. boards in a method to maximize tight joints. Stagger vertical joints. Butt conditions as concrete it represents. One slump test will be taken for each edges and ends tight to adjacent board and to protrusions. Secure boards to set of test cylinders taken. One air content test w!!1 be taken for each set of IN,�TALLAT10t Install Work plumb, level, true and straight with no substrate by full 1/8 inch (3 mm had adhesive to achieve a continuous flush test. cylinders taken. d`.stortior s. Shim as required using concealed shims. Scribe and cut to fit insulation surface. Install prirner/odhesive, coating and reinforcement in q g accordance with manufacturer's instructions. Lap reinforcement edges and adjoining ,•ork. Install w;t.h minimum number of joints possible, u,-!ng ends 2--1/2 inches (63 min). install Verimeter trim and control joints. Apply Record temperature of concrete sample for each strength test and full—length pieces to the greatest extent possible. Cope at inside corners, miter atfinish in accordance with manufacturers ins I sealant at finish atmospheric temperature at that time. outside corners, and use scarf joints for end—to--end joints, to provide tight fitting joints tr rations. Appy with full surface contact throughout length of joint. perimeter and control joints in accordance v .h manufockurer s instructions and Section 07900. Date ANCHOR to blocking or directly to substrate with countersunk, concealedSUBMIT data on system materials and characteristics. Submit 2-24 x 24 inch 03-2s-95 fasteners and blind soiling where possible. Anchor countertops securely to samples of total assembly with coating color and texture. Submit data and `finish sample support systems as indicated. At drywall partitions, where blocking does not Drawn BY exist, use adhesive and pre-drilled countersunk trim-head sheet-metal screws for review and approval. Protect finished work from damage and soil. K V8 to `- to attach finish carpentry to metal studs. Fill recess to match surface color of -- --- ---- S wood. Checked BY - RCT Issued By (810) r Scale Job No 295097 Sheet No a PACIFIC HV'V1' 13935 SUP a4-03303. SIT 94.0p,15 C. ONSTRUC:TiON SET -- APRIL. 19 , 1995 N - 2 Fr 95-0205 MOF 19 �.. �.. . . � . M1CMh,L IIIIIII VIII ( i � III I IIIIIII I � III I VIII I VIII I I III I VIII I illllll I III � I IIIIIII 1 FM— GIAN 4MADE IN CHINA IN 1 11 1 hill , t RASE BID BUILT _& _RQQtJRQ SECTION 07514 ACCESSORIES. Sealant: Manufacturer's standard type suitable for use with HARDWARE PREPARATION, All doors and frames shall be mortise and PROMOE a 4 -ply, RrOe applied membrane built-up roof with vapor retarder, insulation, installation of system; non-staining, non-shrinking and non-sagging; ultra- reinforced for hardware In the factory. Provide three silencers for single door structural substrate and Bashing, violet and ozone resistant; color to match material. Prolective Back Coaling: frames. CLEAN COMPLETED SYSTEM, Inside and out promptly after rection and FS TT-C-494, bituminous. Installation o1 glass and sealants. Rrnow excess glazing and joint asaiwts, r 21161. IY SWRA_,HIQy_ Materials of one monufacturr specializing in roofing INSTALL hollow metal dome and frames In accordance with manufacturers dirt, and other substances from aluminum surfaces. j Products, Monville roofing systems or equal. Installation In strict accordance with INSTALLATION: Install components In accordance with manufacturer's recommendations. Set frames accurately In position, plumbed and aligned. Flt manufacturer's written Insinuations by mt installer approved by the roofing material p doors accurately within frames. Sand smooth all rust or damaged or o! INSTITUTE PROTECTIVE MEASURES and precautions required to assure that monufacturr. Provide manufacturer written 10 worronl . Instructions. Apply bituminous protective back Coating on surfaces In contact aluminum entrances and storefronts will be without damage or deterioration. Y y with dissimilar materials. Coordinate Installation of components of this section prime coot and apply touch-up coot of compatible primer. other than normal weathering, at time of acceptance. g PROQUam with installation of roofing membrane and base flaahings. Coordinate WOOD DOORS SECTION 08210 Manville 4 DC Installation of sealants and roofing camant with work of this section to ensure Bose Ply acumply IN water tightness. PROVIDE and Install wood doors where noted on the Drowings, as specified FINISH HARDWARE SECTION 08700 ILS ,apm Retarder: GlosBase and recommended adhesive. herein and In compliance with applicable requirements of NWWDA Industry (L •nsulatlon: Closed all polyisocyanurate form core rigid board Insulation, with o minimum R- Standard I.S. 1-A and AN "Architectural Woodwork Quality Standards PROVIDE and Install finish hardware throughout the Work as needed fora. 9 valva Ler taperedcomplete Installation and as Indicated on Drawings. or O pInch. Square edged and unite as required. SEALANTS SECTION 0790Q 1 Membrons Substrate: The euriaCe on which the built up Membrana Is 'o be spatted should be one of Manville roof insulations (Ultra Gard, Fesco Foam, Fesco Core, Fesco and 1/2' retro SOLID-CORE FLUSH WOOD DOORS: ANA Section 1300, Custom grade, BLOCKING: Coordinate with other Sections to provide solid wood blocking at 0 PROVIDE t and Install sealants complying with requirements included herein, In g de, fit board a manufacturer's approved structural substrate. all locutions where door elope are to be mounted to drywall partitions. Sne.1t Material: (pose fiber reinforced asphalt coated membrane, ASTM D2178 Type VI, order to establish and maintain airtight, vermin proof, and waterproof construction meeting Afo S sol Standard FPC-3: solid cora with veneer of PrmoPly-R continuous seals on a permanent basis. maple species, riftcut, for stain finish. UJ Z (n UJ Bltun•w: ,sphait ASTM 0312, Type I or Il. SEALANTS: Acrylic Emulsion Latex (Type C): ASTM C834, single component; INSTALL doors to comply with NWMA I.S. 1, ANA quality standards, and Q Z Flashing: Sheet fleshing, or BTL/WTL sheet. manufocturer's Instructions. Flt doors to frames with uniform clearances and FAe_TFNFIAe� protide necessary screws, bolts and other fasteners of suitable color am selected; AC-20 manufactured b Peeora. Type of surfoe{ng: GIoeKOD mineral surface cap sheet. Y bevels. Machine doors for hardware In field. Seal cut surfaces of door edges size and type le anchor hardware in position for long lite under hard use. } INS 7 after fitting and machining. Refinish or replace doors damaged during Provide concealed fasteners for hardware units which are exposed when door Q INSTALLATION: (WOOD DECK) Nail GlosBwe vapor retarder to plywood deck. Butyl Sealant (Type E): FS TT-S-185 Type 1; single component, solvent installation. is cloned, Q Install R?30 Rigio Insulation with Factory Mutual (F'M) approved fasteners. Install wood fiber release, non-skinning, non-sagging, block color; BC-158 manufactured by T board (or manufacturers approved equal) over rigid Insulation. Pecora• THRESHOLD SEAT_ Provide butyl rubber sealant meeting FS TT-S-001657 fa ALUMINUM ENTRANCE & STOREFRONT SECTION 0 41 Installation of thresholds, as manufactured by Pecora. Sonobom, or Tremeo. U Z Using Manville GlosBoss and starting of the low edge of the roof, start with a 12" width. The Polyurethane Sealant (Type G): ASTM C920, Type S, Grade NS, Class 25; = f 'llowin felt, are to be applied full width, topping each felt 2' over the preceding one. Nail single component, chemical curing, non-staining, non-bleeding, capable of PROVIDE and Install aluminum entrances artd storefront framing as Indicated O 9 PD en 9 P 9 g' D on the Drawings. INSTALL hardware Items at hly req recommended by the Door and Hardware _ the laps 9' o.c., and down the longitudinal canter of each felt place two rows of nolle with continuous water Immersion, non-sagging type; color as selected; Sifoflex t- Inetltute, except ge specifically required to comply with tocol codes. Ir stall � _U the rows spored approximately 11' apart and the calls staggered with those In the adjacent a manufactured by Siko Corp. hardware in compliance with the monufocturer's instructions and V 1. Elongation CapatiNty - 25 percent PROVIDE DOOR MANUFACTURER'S STANDARD heavy-duty hardware unite, r�vv U— row, or approximately 78' sensed. recommendnlions. Set units level, plumb and true. 0 2. Service Temperature Range - 40 to 185 degrees F (-40 to 74 degrees C) Including the following Items of sizes, number, and type recommended by � I1J 3. Shore A Hardness Range - 35 to 45 monufacturr for service required, finished to match door, unless otherwise Over the In place base telt, using Manville gosPly IV and starting at the low edge of the roof, 9 Indicated. ADJUST and cheek operation of every unit. Replace unite which cannot be O Q d apply one 18' wide sheet Man over that, a full 38' wide sheet. The following felts are to adjusted to operate freely and smoothly. be applle<; full width, overtopping the preceding felt by 19' so that at least 2 plies of felt cover Polyurethane Sealant (Type H): ASTM C920, Type M. Grade NS, Close 25; ALUMINUM ENTRANCE DOORS: Stile and rail type, 1-3/4` thick, narrow stile the base fort at oil locations. Finish the surface with GlasKop fiber glass Mineral Surfaced cap multi-component, chemical curing, non-staintng, non-bleeding, capable of tubular frame members mechanically fastened and reinforced Joints, for single sheet. continuous water Immersion, non-sagging type; color as selected; Sikaflex- HARDWARE SCHEDULE: As Indicated al the drawings. -'ev'sions pane 1/4' glazing, equal to 'Kawneer- Exposed Aluminum Surfaces: AA- 9 1. manufactured a Sika Corp. M12C22A42/44 anodized to BLACK to 0.0007 Inch (0.018 mm) thickness. 1. Elongation Capability - 25 percent Approved equal: Kawneer Dark Bronze Mounting heights for hardware frac Finished Boa to center line of hardware pe ALTERNATE BID N 0. 1 - ITEMIZE WEB I D. 2. Service Temperature Range- 40 to 185 degrees F (-40 to 74 degrees C) q /995-254, PPG s f Dark Bronze. Item: v s r n 1 oaeal 3. Shone A Hardness Range 20 to 30 Provide perimeter waatherotripping typically. Hardware as follows: ;•FRIL 79. 9 Lockaeta: 38 Inch ALTERNATE MEMBRANE ROOFING ,SECTION 07533 Flush/Pulls: 42 inch Silicone Sealant (Type I : ASTM C920, Type S, NS, Close 25, FDA roved; CLOSERS: Manufacturer's standard heavy duty surface mounted ( YP ) YP APP Dead Locke: 48 Inch PROVIDE mechanically attached elastometric sheet membrane roofing over 2 layers of single component, solvent curing, non-sagging, non-stainin non-bleedin parallelpond type unit to comply with local codes end national 99 9• 9• 9: Exit Devices: 38 inch color as selected; Construction 1201 manufactured b GE Silicones. handicapped accessibility requirements, as applicable. 1 1/2' insulation, Elaetomeric sheet membrane roof assembly Including structure y PUSH/PULL: Kawneer Ip '1' and V style All mounting heights shall conform to the requlremente of ADA-AG. to conform to UL requirements for a Class B rated assembly, and FM 190 1. Elongation Capability - 25 percent requirements for upilit resistance. peroture Range- 80 to 400 degrees F(-62 to 204 degrees C) EXIT DEVICE t 2' H x 4' wide 2. Service Trn / ACCEPTABLE HARDWARE MANUFACTURERS v 3. Shore A Hardness Range 30 EXIT DEVICES Mfgre standard con.:ealad rod exit devices, equal S, 9 - A. ENTRY DOORS Manufacturer's Standard to `Dor-O-Matic 199C Conceded Rod Devises, or equivalent I r41 I me ='ia 1R= AN with Membrane Manufacturer, Company Installer: Company In sheet s B. BUTTS: Hager, McKinney, Stanley Silicone Sealant (Type J A PIVOTS: Mfgr'a std. top, fntnnnediate and hottan offset pivots sof membranes with five years experience. Member Installer: Company authorized ( alp ): STM mical Type S, NS, soggi 25; single C. CYLINDER OCK SETS; MORTISE LOCKS: SchBge by manufacturer. component, fungus resistant, vlemicol curing, non-sagging, non-etolning, non- FLOOR STOP: Rubber cushioned coat bronze, 26D flniah, 2-1/8' H D. CYLINDER LOCKS: Schlage; Adams Rite, Best bleeding; ter onelucent white color, Sanitary 1700 manufactured 2-3/8' long min.ured by GE E. EXITDEVICES: VonDuprin; American Device PRODUCTS Silicones. STOREFRONT h DOOR FRAMING: Fabricated system from ASTM B 221 F. CLOSERS: Derma; LON Duro-Lost, Inc. Single-ply Roofing System; Mechanically Attached. 1. Elongation Capability - 25 percent G. THRESHOLDS: Hager; National Guard Products aluminum extrusions and ASTM B 209 sheet, equal to 'Kawneer Product No substitutions. 2 Service Temperature Range - BO to 400 degrees F (-82 to 204 degrees C) H. GASKETIING Hager, National Guard Products - - 3. Share A Hardness Range - 31 451T, Thermal system for insulated gloss, as shown on drawings g 1. PRO7ECTIC'i ?LATEST Hager, Ives t 1` INSTALLATION: Verity deck er clean and smooth, free of depressionsoopenings J. DOOR STOPS: Hager; Ives G ,U ARS• j wows. a projections, property d ACCESSORIES:- primer: Non-staining type, recommended by sealant tF3.AtdE:. 4-1/2 x 2 Inch nominal dimension; thermally broken with interim and penetrating elements throw sloped are Solidly set wood onaAing9 manufacturer to suit application. tubular section insulated from exterior, flush glazing stops; drainage holes; 1 9 9 Y 9 Internal weep drainage system. Exposed Aluminum Surfaces: AA- strips are in place. Verify deck is supported and secured. Install membrane M12C22A42/44 anodized to BLACK to 0.0007 Inch (0.018 mm) thickness. roofing. flashing In accordance with membrane manufacturers Ivetructlons. Joint Cleaner: Non-corrosl" and non-staining type, recommended by sealant 9• 9 B 62 D PPG 995-254 / ark Bronze. Dark B D K l d equal: owneer arronze # , Install 3 m6 polyethylene separation dip sheet Roll out membrane in manufacturer, compatible with Joint fanning materials. Approve • f" �r � lay-out pattern recommended by manufacturer. Install mechanical fasteners GLASS AND GLAZING N Joint Backfin ASTM 01056; round, closed cellpolyethylene foam rod; pecTrNERc_: Aluminum, non-magnetic stainless steel, or other materials -C`-� �4 V C accordance with manufacturer's recommendations. Heat weld all seams. g' warranted b manufacturer to be noncorrosive and compatible with aluminum ! t Continue membrane up vertical surfaces as indicated on Drawings. Seal oversized 30 to 50 percent larger than Joint width; Green Rod manufactured Y P WORK INCLUDED: Provide and Install glass and glazing as shown on the /l / Items penetrating membrane with c,anterfloening membrane moterlal. Install b NMC, Inc. components. Exposed fasteners shall match finish of members and hardware 9 P q OF U` Y drawings, as specified herein, and as needed to meet the requirements of the 'lashings. being fastened. 'lashings. Seal watertight to membrane. construction. - --T-------r--to Breaker: Pressure eensiti" tape recommended by sealant manufacturer U WARRANTY: Provide a two 2 warrant on roof system workmanship and to suit application. extruded O FLASHING: Dead i sof! stainless steel, 28 gage minimum, or li ( ) manufacturer's Y YB P extruded aluminum, her co minimum, as selected by manufacturer for GLAZING STANDARDS: Comply with recommendation' ea Flat Gloss application and fifteen (15) year rnanufocturor a warranty. Include coverage of compatibility with other components. Marketing Association (FGMA) Glazing Manual' and 'Sealant Manual' and - - ----� - materials and Installation resulting from failure to resist penetration of moisture. INSTALLATION: Clean joint surfaces Immediately before Installation. Prime SIGMA except where more stringent requirements are Indicated. Refer to W or seal Joint surfaces as recommended by manufacturer. Comply with BRACKETS AND REINFORCEMENTS: Manufacturer's high-strength aluminum those publications for definitions of glass and glazing teens not otherwise manufacturers instructions. Fill sealant rabbet to a slightly concave surface, units where feasible; or non-magnetic stainless steel or hot-dipped galvanized defined in this section or other referenced standards. n slightly below adjoining surfaces. Where horizontal joints are between a U t4. oral GUTTER AND DOWNSPOUTS SECTION 07631 steel complying with ASTM A-386. horizontal surface and vertical surface, fill Joint to form a minimum 1/4" radius SAFETY GLAZING STANDARDS: Where safety glass to indicated or required N convex cow, so that Joint will not trap moisture and dirt. Clean adjoining CONCRETE/MASONRY INSERTS: Cast-Iron, malleable iron, or hot-dl ed by authorities having jurisdiction. rovide t e of roducts indicated which a PROVIDE pre•-coated aluminum eeuppere,downepouts and occeseales as pp P P -C S shown surfaces by whatever means may be necessary to eliminate evidence of galvanized steel complying with ASTM A-38F. comply with ANSI 297.1 and testing requirements of 16 CFR Part 1201 for + spillage. category II mot4rinls. � c> y ITLIMINOUS COATINGS: Cold-appliedr r QUALITY ASSURANCE: Conform to SMACNA Manual Drawings for nominal SEALANT AT BASE OF WATER-RESISTANT GYPSUM BOARD: Provide 1/2' 9 asphalt mastic complying with FLOAT GLASS: Type FG-A, 1 `4 Inch thick minimum, clear unless otherwise O s sizing of components for rainfall intensity determined by a storm occurrence high continuous bead of silicone aealan!. between water-resi,tant .,SPC-PS 12, compounded for 30-mil thickness per coat. W r 3 , of 1 in 10 years 9 gypsum indicated. board panels end concrete floors, prior to Installation of floor and wall finishes. THRESHOLD SEAL, Provide butyl rubber sealant meeting FS T1-5-001657 for H -^;, Installation of thresholds, as manufactured b Pecoro, Sonobom, on Tramco. FLOAT GLASS: Type FG-9. i/4 inch thick minimum, tempered, dear unless �� .. MATERIALS: Aluminum sheet: ASTM 8209; 0.05 inch thick; shop pre- Y otherwise Indicated. coated with 707, Kynar 500 sooting of selected color. SCHEDULE, This schedule b a I(at of principal areas only. Refer to Drawing details for Items not specifically scheduled. REFER TO HARDWARE SECTION of Division 8 for requirements for hardware INSULATING CLASS UNITS jMc-•[Q;• ASTM E774 and T/3; double W z;6R COMPONENTS: Collector Head - SMACNA style profile as shown. Downspouts; Items other than those indicated herein to be provided by manufacturer of yl p p pane with glace elastomer 'Age seal; outer pane of Type .'G-A glass inner y �g Fectmigular profile. Downspout Outlets, Scupper Downspout aluminum entrances. pone of Type FG-A glass; Interpone spoc.t purged dry hermetic air, total unit U Location Type Color < <Q Support Brackets, Downspout Header. Profiled to suit scuppers and thickness of 1 Inch. 7 g34: Window Perimeter downspout,. GENERAL FABRICATION: (Interim) C To Match Frames INSULATING SAFETY GLASS UNITS (TWE BT: ASTM E774 AND E773; Window Perimeter ACCESSORIES: Anchorage Devices: SMACNA requirements. (Exterior) G To Match Frames m PREFABRICATION: Complete fabrication, assembly, finishing, hardware double pone with gloss elastomer edge seal; outer pone of Type FG-B gloss Downspout Supporta as required. Masonry Joints H To Match Masonry application, and other work before shipment to Prosect site. Disassemble inner pane of Type FG-B glace; Interpone apace purged dry hermetic air, total components only as necessary for shipment and Installation. Comply with unit thickness of 1 Inch. EIFS Joints H As Selected FABRICATION: Form ecu ere and downspouts of profiles r AWS recommendations to avail discoloration; rind exposed welds smooth pp p p ee a size Indicated Door Frame/Wolls 9 P + and to SMACNA requirements. Fabricate with required connection places. and restore mechanical finish. Install reinforcing if required for performance =MPERED GLASS fTWE C1: Provide door prime glass 1/4 inch thick minimum, p , (interior) C Off-White which has been heat treated to strop then lase in bending n I than Field measure site conditions prior to fabricating work. Form sections square, requirements; separate dissimilar metals with bituminous paint or other g g be dl g to at ase t g 4.5 • Door Frane/Walle true, and accurate in size, in maximum possible lengths and free of distortion separator which will prevent corrosion. Maintain accurato relation of planes times annealed strength, conforming to ANSI Z97.1 and CPSG 16 CFR 1201, (Exterior) G To match Masonry on defects detrimental to appearance a performance. Allow for expansion of and angles, with hairline fit of contacting members. Conceal fasteners Under Thresholds E To Match Frames joints and seal metal Joints. Plumbing Fixtures/ wherever possible. CLASS STOP ASSEMBLIES (rot Interior window openings): 'Kawneer" Ceramic TTI' J White #69-275, 5/8' H x 1-5/8' W, door anodized finish, at Jombe (sides), top and INSTALLATION: Install downspouts and accessories In accordance Food Service Areas bottom of all Interior glazing. with manufacturers' Instructions. Join lenrthe with seams sealed watertight. (Food Contact Areas) I White TAKE FIELD MEASUREMENTS prior to preparation of shop drawings and Apply bituminous protective backing on surfaces In contact with dissimilar fabrication, to ensure proper fitting of Work. CLEAN GLAZING CHANNEL and other framing members to receive glass. materials. Sed metal Joints watertight. Immediately before glazing. Remove coatings which ore not firmly bonded to - G' substrate. Remo" lacquer from metal surfaces where elostomeric sealants are METAL DOORS & FRAMES SECTION 08100 W G�b STALLsubs ATION: q� PROVIDE exterior and Interior metal doore and tramea , where noted on the COMPLY with manutocturer's instructions and recommendations for 9 ROOF SPECIALTIES SECTION 07710 COMPLY with FGMA *Glazing Manual' and manufactures Instructions and t Drawings and an specified herein. Comply with applicable requirements of the Installation of aluminum entrances and storefronts. recommendations. Use manufacturer's recommended spacers, blocks, PROVIDE metol coping and roof drain oasemblies as Indicated on the Steel Door institute 'Recommended Spedflcotlons: Standard Steel Doom and primers, sealers, gaskets and accessories. drawings. Products of W.P. I­Bckman • Petersen Aluminum Camp. are Frames.` SET UNITS PLUMB, level, and true to line, without warp or rack of framing Date acceptable standards. JAS, 14 gouge hot-dipped galvanized cold-rolled steel, full welded. members, doors, or panels. Anchor securely in place, separating aluminum 9 9 PP 9 Y INSTALL glace with uniformity of pattern, Brow, bow and idler marks. Install 03-24-95 Provide minimum of 4 olv. wire type, Sorra ,ted sheet metal, or expansion and other corrodible metol surfaces from sources of corrosion of electrolytic COMPONENTS: Copings:a: Firmed aluminum, fes t Inch thick, shaped er Indicated, g 9 P sealants y provide complete wetting and band and to cresta t substantial p g D type anchors or jamb. Protide floc angle anchors. action at points of contact with other materials. prgyyn Including special supports. Include sower plata, to conceal and weather Beal Joints � p )a 9 wash away from glass. Install pressurized tapes and gaskets to protrude BY and attachn.enc flanges. Pre-finished or painted as Indicoted on plane. EXTERIOR DOORS: 1-3/4` thick Insulating assembly, with 18 gage cold- DRILL AND TAP frames and doors and aPP)I • aurface-mounted hardware items, slightly out of channel, so as to eliminate dirt and moisture pockets. KV9 S Roof Drain Assembly. Poylvinylchloride, shaped as indicated, Includin some rolled, hot-dipped galvanized sheet steel faces, flush type with top, bottom complying with hardware manufacturer's instructions and template Chedted BY f g and all edges full welded and round smooth. Provide wee holes at bottom, requirements. Use Concealed fasteners wherever Poratble. REMOVE and replace damaged lass and glazing. Wash and grate, n. R.D. flang,ve and size coupling; manufactured by W.P. 9 Y g P F 9 9 9 9• polish glace on RCT w to allow serape of entrapped moisture. Door panel shall provide thermal Hickman. R.O.C. SarLx In size shown on drawings. SET SILL MEMBERS on concealed flashing set In sealant to provide both force not more than 4 daub prig to date scheduled fa inspections IIf UIed By (BCI) BC ) Ineulatinc, resistance factor of not lose than R-11. 9 P I S weathertight construction. Comply with requirements of Division 7. Set Intended to establish dote or uubatdntiol caapletion. Comply with gloss � thresholds In full bed of mastic and secure. . GENERAL FABRICATION, Fabricate steel door unite to be rigid, neat In manufacturer's recommendo.hnu for cleaning _ appearance and free from defects, warp or buckle. Where possible, fit and assemble units in manufacturers plant. Shop prime all hollow metol doors ADJUST OPERATING HARDWARE to function properly, without binding, and Soak d and frames. to prevent tight fit at contact points and weather-strapping. Job NO. -- t 2957 x PACIFIC HWy . 13935 Sheet NO. � suP 9.a33a. SIT � MEG9Sazas 16 OF 4f9 CONSTRUCTION SET APRIL 199 19951 , SN-3 k MEC AP MICRaholgin 1 IIIIIII VIII I IIIII IjIIIIIIII I � III I II T �II VIII LI � II I VIII I lllllll /IrI� III � I I � I11 ■ F'�- ULM YI 4INAaE IN �I CHINA �l / IN ■ IY • E , A-0-USLICAL TILL--QL-I I.ING�_j _11-SEC, o9_51_1 Q WALUULL-. =--_Uff2M S-RE&QU PANEL bdQ UINSi�;_ Provide one-piece matching tr►m and poner moldings at all joints betwean panels, and at top and bottom edges of panels. install PROTIDE and install screw- type metal support s)-stem, gypsum wallboard, and PROVIDE acoustical poi►el ceilings with exposed suspension grid, as shown Pavement Markings: One coat alkyd traffic paint, white. moldings with continuous bead of Mnrlite Silicone Sealant # 250 during dr)wdl finishing of partitions tt;rr;nq, calling and soffit erupt where shown and scheduled or. the grawings, and as specified herei,�. Installation of ponel5. Seal joints between moldings and between molding and w Haled xe the drawings and as specified herein. Wood - Stain: Two coats transporont wester resistant stain. adjacent finish rnoterial. Remove excess sealant immediately. M.9IERtAJ,%_ Suspension system and acoustic panels as listed in finish legend. .IAL FllftRlNt„ti ASTM 0645, 25 gage, 7/8" size hot-shoped unless rioted Concrete Concrete Block One, coat block rimer. One coot rimer sealer otherwise MAINTENANCE STOCK: At time of completion, deliver two packages of � P P STAINLESS '�.I)::Lj._ WALL�'�+•NFI Si 18 and 24 gauge, pry scheduled on the W acoustical panels to the Owner of each type of material used, for latex. One coat latex, flat t Interior surfaces of dura P;titer enclosure. drawings, #4 6rurihed Finish. Install panels in sheets as large as possible. A1! FURRING M AA9 Rti ASTM .A525, G90, 26 gage minimum, 1-1/26 depth replacement use. flush and carrier joints to be lapped. Break all corners and edges to straight cici unless noted otherwise, screw- type zee-shaped furring members designed for Steel - Unprimed: One coat zinc chromate primer. Two coats alkyd enamel, true lines. Exposed fasteners to be stainless steel. Clean all panels and m0ctronicol attachment of Insulation boards to monolithic concrete and SUSPENSION MATERIALS:- Comply with ASTM C 635 for intermediate--duty gloss• protect from damage. mosonry walls. class system, Size attachment devices for five (5) times design load. Hanger Q wire shall be go!vonized carbon step!, ASTM A 641, soft temper, pre- Steel - Shop Primed: Touch-up with zinc chromate primer. Two coats alkyd UIP 8r.:F URN) HN44 INSTALLATION SEQTION 11400 (� GY_FSUM l3nA WA6 R2, ASTM C36, Type X, ;upered edge, 5/8» rynamel thickness stretched, 12 gage minimum. , gloss. unioss otherwise Indicated; in maximuM lengths available to minimize joints. � � E Gypsum hocking board may be utilized for multi-icyer applications. COMPLY with manufacturers printed instructions, and with governing Steel - lil Galvanized: One coat zinc chromate primer. Iwo coats akyd enamel, Yy9���L1S�1.��EQ� Install Owner furnished equipment and furnishings, where W Z regulations, fire-- resistance rating requirements and with industry standards gloss. shown on the drawings, as specified herein, and as needed for a complete and Q Z WATER--RESISTANT Gree WALLBOARD. 5/8" thick square cut ends, applicable to the Work_ proper installation. Coordinate for delivery, receive at the site, unload, taped edq�� HF�ti11.L=._.lL[1F_E0R SURFACES protect, yet-in-place, and coordinate final connections. > C_ INSTALI SUSPENSION SYSiEM to comply with ASTM C 636, with hangers Ri Bl Concrete, Concrete Block: One coot black primer. One coat primer sealer supported only from building structural members. Locate hangers not less �LA-TEQ WORK: Plumbing, and electrical Work required in connection with CEM itiEOARD_ Glass fiber reinforced portlond cement Wonderboard " latex. One coat latex, flit. q than 6 from each end and spore 4 - 0*; along each carrying channel or the food service equipment is included In other sections of these or approved equal. � direct--hung runner. Secure wile hangers by looping and wire tying, either Specifications. r� directly to structures or to inserts, eye-screws, or other devices which are Wood - Tran--parent: A.4 Sy-atem y3 as specified in Carpentry Sections. � U secure aridappropriate for substrate. Washcoat. One coot stain. Filler Soul Ctar open groir,cd wood only). One QUALITY ASSURANCE; In addition to complying with requirements of � Z TRIM ACCESSOR;ES: Provide mfgr s standard salt. steel trim with beads coat sealer. To coat refer to millwork drawings. �• for Concealment of flanges in joint compound. Use vinyl trim with INSTALL EDGE MOLDINGS at perimeter of acoustical ceiling area and at equipment shall comply with: U gYP locations where necessary to concecl edges of acoustical units. Wood -Painted One coot alkyd primer sealer. TNo cants alkyd enamel, National Sanitation Foundation (NSF) rn (� surrice as scheduled. Underwriters Laboratory (UL) for items with electrical components cotJJ W JOINT TREATMENT: ASTM C475, paper reinforcing joint , pe, with ready � U mixed vin t e int compound, multi-purpose rade. INSTALL ACOUSTICAL PANELS !ri coordination with suspension system, with r k.NSI sto,rdards for vacuum breakers onrt air gaps Pg edges concealed by support of suspension members. Scribe and cut panels Steel - Unprimed: One coat zinc chromate primer. Two coats latex-enamel, Jotional Fire Prevention Association (NEPA) MM Q COMPLY WITH Gypsum Construction Handbook by United States Gypsum to fit accurately at borders and at penetrations. Install hold-down clips in stain. National Electrical Manufacturers Associatior• (NEMA) IL Co., Gypsum Association GA--216 Recommended Specifications for the in vestibules. Steel - Primed: One coat zinc chromate primer. One coat latex-enamel, satin. CQOgDINATION: Verify and coordinate rough-!n locations of electrical and Application and Finishing of Gypsum Board" and ASTM C754 "Installation ;f Revisk)n9 Framing Members to Receive Screw Attached Gypsum Woliboord, Backing Steel - Primed: One coat zinc chromate rimer. One coat alk enamel, plumbing connections. Examine and inspect, rough-in equiservipment ea, and instollatron » PAINTING SEGTiON 09960 p Yd of floor, ceiling or other conditions under which the equipment is to be Board, or Water Resistant Backing Board. for all installation Work. gloss. installed-- verif that dimensions of such items are acceptable before Y P Rev;$►or 1 •Gere.. INSTALL GYPSUM BOP,RD vertical! to avoid end-but ints where possible. WORK INCLUDES surface preparation and painting of interior and exterior installation of the Work. Do not pror;eed until unsatisfactory cc,nditions have APRIL. 19 Wr ' y 10 P surfaces for 'he total project. Where items or surfaces are not specificclly Steel - Galvanized: One coat zinc chromate primer. One coat latex-enamel, been corrected. If necessary, locate end-butt joints as for from center of wo:ls and ceilir, s as possible, and stagger not less than 1'-0". Go not install imperfrsct, :itmr,ged mentioned, paint the some as similar adjacent materials or c�eas. Exposed satin. or dam boards. Do not force In lose. Locate joints over supports. with portions of flush mounted grilles, diffusers, and recessed light fixture trims INSTALLATiON: Set each item of non-mobile and non-portable equipment P p pp shall he painted to match the color of the ceiling, if the ceiling is Gypsum Board: one coat latex primer sealer. Two coats latex, securely in place, leveled and adjusted to correct height. Anchor to iike-edges (tapered or cu:) abutting. Form control joints with space between surf-ice as scheduled. t edges of hearts, prepared to receive trim accessories. ether than white. supporting substrate where indicated endi where required for sustained g P P operation and use without shifting or dislocation. Concec anchorages where �� » r�Al 7IN N T QU1_RED;_ Unless otherwise indicuted, pointing is not possible. I t� 2_ 1'F .= SI�T1y1 BOA Provide 1/2 gap between -e uired on casework, plastic lominote, oiechanical a ui irrient, plumbing � i _ , r bottom of water-resistant gypsum board and floor surface for lnsto!latlon of q P ri k,. VINYL WWf,� ., , T c ' Fixtures, electrical equipment (excluding expese�� riistribi,tion cabinet(s) LC,UV�:--..G SECTION C�,�JQ L�DJUS.T AND CLEAN (est each item of operational equipment tri determ;,ie r continuous silicone sea;ant. electrical devir.es, or food service equipment. Pointing is not required on that it is operating properly. Coordinate repair or replacement of equipment surfaces such as walls or ceilings in concealed or inaccessible areas. Metal found to be defective with the Equipment supplier. Remove protective itvSTALL CORNER BEADS of all external corners of drywall Work. inetc ! edgesurfaces of anodized aluminuri, stainless steel, chromium plate and similar �NORit INCLUDES surface preparation of wall surfaces and inst&ing vinyl coverings, if any, and clean 'iems, ready for use. trim at oil edges where gypsum board is exposed or semi-exposed. Install finished materials do not require finish pointing. Do not point over wallr-.overing fabric, as indicated on the drawings, as specif'k-A hereiel arid as contra; pcode-required label,, or equipment iePntiints above all door jombs, and as indicated on the drowinaa. fic;atior !reels. needed for a complete and r?roper installation. Refer to Responsibility PLUMBING SYSTEM SECTION ` 5400 --� - APPLY JOINT TREAT1utENT at :.ii joints (both directions), metal trim flanges, Schedure on Drawings for 1'.;ting of Owner furnished, Contractor installed !tams. THE WORK includes providing the plumbing s tern and providing new ` r } ZOQ CONDIiIONS; Apply paints only when temperature of surfcncts to be P 9 P g Ys P 9 penetrations, fastener heads, .surface defects an:, elsewhere as required n c `rated and surroundingair temperatures ore within recomrrended range materials, fittings and accessories necessary for a complete functioning 1`f' • Drepore work for final finish. Anply ;oint compound i-, three (3) coats, and p '' P g t r• r :: y permitted by the paint manufacturer's printed instruc+ions. WALL COI( r � ,. FaC.CC-W- 108: rlanufacturer, Type, class and color as pl,imbir•g system. The Work also includes final connections ?o food service ,,`�--r seed srnooty between last tt+o (�) .gats and after last coot. scheduled in the finish lege:ic:. equipment and beverage dispensing equipment provided by others. all Work /- INSTALL ACOUSTICAL INSULA-iON it 1w1A Pair', and stain maieriols as listed in thfi finish lec,end. shall be in accordance with local codes and/or rrdinrinces and is subject ttr. part` . ons indicc.ed on Drawings to AQHESiN&L Provide adhesive, primer, ane/o, seole;, produced expressively inspection. achieve STC ratings noted. Install acoustical insulation in partitions tight r for use with selected walicovering on existing substrate. Provide materia's �,IfFACE PREPARATION: Clean surtuces of dirt, rust, scale, grease, within spaces, around cut openings, behind, around and tight to penetrating , c which are mildew-rc;6:�,ont and nonstaining to wallcoverin ,flot.— items. s moisture, or other conditions otherwise detrimental to formation of a durable 9 9 +, lot. . items. Install acoustical sealant in accordance with manufacturers Paint film. Perform preparation and cleaning procedures in accordance with HOOK-UP CHARGES, permits and all other expenses related to a complete and instructions. functioning plumbing system are p paint manufacturers printed instructions for each particular substrate included as n art of this Section. �- r condition. IN Remove switch lutes, wall Iotas, and surface-mounted TILE WORK SECTION 09300 r P P COORDINATE with the Work of other Sections, and make oil connections to T ` fixtures in areas wnere wallcavering is to be applied. Place walla venins � U panels consecutively in order to cut from rolls, including filling of spaces Food Service equipment drawings for additiona information regarding Ii PROV'DE cerorn7c tile. flooririq with m-,tching cove base arid bullnose edge REMOVE hardware, accessories, plates, lighting fixtures, and similar items in nLove or below openings. Hong by reversing alternate strips excr pt on equipment and casework, and electrical connections r�auired therein. � y trim, where indica>cd on the Drawings and as required herein. �preparation and and printing operations. Rerr,7ve, if necessary, for complete match patterns. Apply adhesive to back of wallcovering and place in I arcardor TiLE shall be thin-set in Adhesive. Use sanded cement grout with acrylic painting of items and adjacent surfaces. Following comp'etion of painting of �ce with rr,anufac urers instructions. Install seams plumb, and ati?ECIFICATIQPJS; the specifications, notes, ar:, scFiedulea an the plumbing W least F away from corners. Horizontal seams are not permitted. Overlap drawings are the speciflcotions for the project. 1... additive, in accordance with TCA Handbook Method No. F113: each space or area, reinstall removed items. seams and double-cu` to assure tight closure. Roll, brush, or use' br;,ad knife h to rerrova air bubbles, wrini•.'es, blisters, and other defects. Cut wailcovering V a n M1��HIAL� See finish legend for floor, base, and wall materials. COMPLY with manufacturer's printed directions in applying paint materials. NATURAL GAS PIPING SYSTEM SECTION 15450 O Use applicators and techniques best suitod for :substrate and type of material evenly to edges of wallponet-ations. Trim salvages as required ,o assure - N a, � - 'v?PL'' ',MT'H �/ANUFACTURER'S it etructions for mixin and instaifatiu,r of bein a lied. color unlfurmir.y and patttwr. match. V) G 9 9 PP PROVIDE a complete gas piping system to serve HVAC units, water heater mcterral3, and food service equipment as noted on the Drawings, Provide either ,S :D!1LIN Apply first-coot material to surfaces that have been cleaned, P,tJ SJPy Removes exceus adhesive along finisher! seoms while it is still wet9 using warrr water and clean sponge, and wipe dry. Repla• a remover. plates threaded steel or malleable iron pipe wi;-h rralleablQ fittings or welded steel. .a EXTEND tile work into recesses and under or behind equipment and fixtures, pre-treated or otherwise prepared for painting as soon as practicable after and fixtures; verify that cut edges of wall coverings are completely Protide all unions, shut--off valves and dirt leg3 requi ad by NFPA-54 and to form a complete covering without interruptions, except as otherwise• preparation and before subsequent surface detericrotlon Nlow sufficient conceal©d• Remr.,vc, surplus materials, rubbish, and debris resulting f-rrn wall governing local codes and at etch ga; applianc:e cannecticr,. Provide all tests, wE,o shown Terminote work neatly c,' obstructions, edges and corners withru; timw, between successive coatings to permit proper drying. Do not re-coat t. meters, inspections, ban ars and ac r! ,n�ent connections required for o tins disrupting pattern or joint alignments. until paint hers dried to where it Pje15 firm, does riot deform r.r feel sticky rovnr,r,g installation upon completion of Work, and leave areas of I7stci,lation 9 t i' t (n in neat clean condition. complete and operating system. n ods under moderate thumb pressure, oral application of another coo: of paint does AC CURATELY form intersections and returns. Perform cutting and drilling of not cause lifting cr loss of adhesion of the undarcoot. N •�� the without marring visible surfaces. Carefully grind cut edges of tile abutting H V A C SYSTEM SEC-910N ON 1 `500 W r.;° MISCELLANEOUS SPECIALTIES SECTION 10000 _ � In trim, finish or built-in item for straight aligned joints. Fit tile closely to F'ORMU'_ATE color of prime coat to match color of finish coats. --- - U „6 electrical outlets, piping, fixtures and other penetrations so that plates, colors, PROVIDE the follcwing specialties as indicated on the Drawings and as T`-lE WORK INCLUDES providing the HVAC system with new ductwork, Q t9 ec or covers overitp tile. APPLY PAINT to provide an opaque, smooth surtoce of uniform finish, color, specified herein. grilles, insulation, controls and equipment necessary for a complete .�q y o. appearance and coverage. Cloudiness, spotting, holidays, lap marks, brush functioning system. ^ marks, runs, sags, ropiness or other surface imperfections will riot be GR.Q�T P. American Olean Groud Away product #4604. Install the TOILET ACCESSORIES As scheduled on the drawings. ---- according to extents and pattern on the drawings. Apply Grr.ut Release according acceptable. COORDINATE with the Work of other Sections, and make al connections to to manufacture's instructions. Grout may then be applied. JU TALLA114N: Set each item of non-mobile and non-portable item securely equipment furnished by others. Refer to Architectural Equipment drawings for APPLY ADDITIONAL PAINT coats when undercoats, stains or other conditions additional information regarding equipment and casework, and electrical show through final coat of point, until point film is of uniform finish, color in place, leveled and adjusted to the correct working height. Anchor to 9 9 supporting substrate where indicted and where required for sustained connections required therein. WA PROOFING NobleSeal TS, or approved equal and appearance. Give special attention to insure thc+t surfaces, including PP g q •�•�' l install membrane in accordance with manufactures instructions over edges, corners, crevices, and exposed f� y operation and use without shifting or dislocation. Conceal anchorages where • ; ` � usteners receive a dr film thickness possible. Test each item to determine that it is operating properly. Repair or ;,zP_�(F!�AiIONS: the specifications, nates, and schedules on the HVAC concrete subs .'o.e prior to the installation where indicated on the drawings. a uivolent to that of flat surfaces. Remove, refinish or re ,pint Work not in p p ' g p P y p , r ,l q P replace items found to be defective. Remove protective coverings, if any, and drawings are the specifications for the project. s� `(. compliance with specified reouirements' clean items to be ready for use. JOINTING PAFIUR -. Unless otherwise shown, lay tile in grid pattern. Align During the proilress of the Work, remove from site discarded tiles on floor, base ELECTRICAL SYSTEM SECTION 16400 joints when adjoining , walls and trim are same size. Layout point materials, rubbish, cans and raqs at end of each work day. Upon SPECIALTY WALL F ANEL.,� - tile worts and center tile fields in both direc!.ions in each space c-, on each wall completion of painting Work, clean window glass and other damaged S C.TIrJN 1 26C fres. Adjust to minimize till coffin Provide uniform joint widths. THE WORK Is the installation of the complete electrical system as shown, and 1u g j paint.-spattered surfaces. Remove spattered paint and clean damaged finish PROVIDE surface preparation of substrate wall surfaces and installation of wall specified ecified on the drawings. The Work also includ.s final connections to Food surfaces. Touch-up aid restore all damcged or defaced painted surfaces after protection elements, where indicated on the drawings, is specified herein and SFr•vice Equipment items provided by others. All Work shall be in accordance PROVIcompletion of Work of other trades.DE EXPANSION JOINTS in tits of all expansion, construction and control as needed for a complete ant., proper installation. with local codes or ordinances and subject to inspection. joints in the builr:ing structure in accordance with TCA Hundbook Method aQHLDiJ.LL_ Op EJ171. Keep expo, Sion joints free from adhesive or grout. Install backer rod Ec31?.PA�lE.LE;_ .090" thick x 4' wide "Mnrllte FRP" P-100 FR White Class COORDINATE with the Work of other Sections, and make all connections to A or equal USDA accepted, semi-rigid fiberglass reinforced plastic rnelin , equipment furnished by others. Refer to Architectural Equipment drawings for ;- and sealant as detd.pd on Drawings. Metal Fabrication Section 05500: Exposed surfaces of bollards, trash q g g P P ' g enclosure frame sine �xpoaca surfaces of lintels. Gloss A: UL classified flame-- sQread less than 20, fuel contributed 0, and additional information regarding equipment and casework, and electrical CLLA.NIN(L Upon completion of placement and grouting, clean all ceramic file smoke-dev4loped less than 9-00, per ASTM E--84. connections required thereir, surfaces so they erre free of foreign motter. Unglazed tile may be cleaned Collector Heads and L-ownspouts (Section 07631): ',xposed s-irfoces of metal. Date with acid solutions only when permitted b file and rout mcnuforturer's pAIJ-j=L FITTINSz� Position panels with 1/8" gap between each panel and .�P��i�A,T1Q�;•• the specifications, r•.oies, and schedule, on the oloctricol y y y drawing are the specifications for the project. 03-24-95 printed instructions, but not. sooner than 14 dayu after installation. Protec�� Manufactured Roof Specialties (Section 07710): Exposed surface] of metal division bar of moldings it allow for normal expansion and contraction and 9 P P J _ metal surfaces, cast iron and vitreous plumbing fixtures from; effects of acid p. 'gad 6 inches above ceiling line. Allow not less than 1/8" sop around Dfew11 By t 9 copings and trim. cleaning. Flush surface with clean wafer before and after cleaning, pipes, electrical fittings, and other projections. Use carr­lide- tipped power Steel Doors dr Frames (Section 08100): Interior and exterior faces of steel saws to cut panels. Prefit each panel before installing. _ K�9 EI IaEJLQ _11L W0KL Leave finished installation clean and free of cracked, doers and frames. Caked C chipped, broken unbonded, or otherwise defective ;Ile work. INSTALL PANELS by using Narlite # C-375 adhesive (or Morfite # C-551 Roof Ventilators: Exposed surfaces of roof ventilators to match roofing. adhesive where solvent vapors cannot be adequately ventilated) to back of R(8 ICT PQ�,,�T10N; When recommended by tile manufacturer, apply a protective panels for 100% coverage, with o notched trowel. before adhesive skins 18811 (QC1 -d �r' ) colt of neutral protective cleaner to completed tile. walls and floors. Protect over, set panels In position and prsbs against wall. Pull entire panel bock. installed tile work with Kraft paper of other heavy covering during away From wall 8" to 10" to flash off solvents. Press back in place. Apply a constructic,i period to prevent doma le and wear.. adequate pressure to make full contact between panel and wall. Scale 9 PROHIBIT foot and wheel traffic from using tiled floors for at least three (3) days of.er grouting is completed. Job No. BEFORE FINAL INSPECTION remove protective coverings and rinse neutral cleaner from the surfaces. S'_— � Street No 4 PACIFIC I-f11VY , 13945 BUF94-0336• SIT 94-0045 � Q �� STRl1CT ! ON SET - APRIL 19 , 1Q95 � 5 N - 4 MEC 95-0205 46 OF 49 mic ' 1III1 , 1 VIII i I � III �,I IIlII � I I � IIII IIIII ' I I � III I III I ' � III ! IIIIIII I Illll IIIIlIII F�BL+R- CiI.M� 4MADE iN CHINA IN »• .+rr..n- ,�„r,.,/•, - w,[n.w1.�w�wY�ara+K...+r,..Ns.m�YraWJawur. �--.�.n....,_.� wb �un.wYu '-a.. .:..w-:s�..,.........v�....,..i........,....r.ru�v...........ur rv....r.a.......w+�.+.dt•r+++ro.•1►s..rrra u.uutakYr+Mrwi 1ar.a1 •i.irrJirll�•• �+{ti.ttw••+- - __==r.�Lraur�.- �'i�.i:� -�i..r ...�a.7w+..'do+•Rn..c+a..r...r........ r.........- .....tl..--.s...wrr..a..... M1 /•t" 11'-4 1/r r. t3'•-5 3/40 / E, 13'--1 1/4• 4 1/20 S1.4,Nl SlUl_ � STAINLESS SlEk1 ,r'ANLUNI;1--3 WA,I r _rPANEUNG-3 WALLS\ 011} FULL HEIQ11 . a 3' , --_ __._..-_ I. I /__ - - _. "'-r..'r - _ ---�rr.� -�".�-'y'tl"`-""r--- - � -- --.....{}..r....•........,.,_.,.fl- - --•�'� 1e * � �I �..i k EACXr1_0Wa0l i PK"70( [ 10 LN 1 I r 9 ( I FUTURE tGl - - - - 1W - ti 'Ofl 10, _ - -- r_.. rw WAS `t' -- � ^rpt{ I ' ' � I _- i u.. ,..112 1 � �yM _ r I UNE OF �`---'� .�`� _- I -- _--_+ H •r 1w _� - n""„tl'-. l', to3 BEVkRAGE - -f I t' ,- `"" C: �C l.• I I1 11 till 11111 1,11 �1 AWNING ABJVL 24X60 �4Xs '' SEATS i L i I �.....o�.�.._ y (TUUA' till la - -_�► �� I. � � ----r I �� t-} LL Flog r1 �` Ccj CLFyC,Tr.��P..NLS � -- � — a. � �..tl .' -- _`�' ` r`' 1 ' `i,17rV.7 /. �`. `1-T� r P' t ' Y\ -- r w 1 { 4... ..• I alp fl4X \ - 20244i I 0 (�} crl C-��' � / N /6 (c, \' >v o ,� �� F' 1111101f,� �, I I f �; ltiko0 \ rn -ICN- _ b(J0� 4 J r ! + ~ \ lJl�I a NS - - (-J v- i STAINLESS � � ip -� n i � — � � � � G c I - 424 -`�' STEEL PAN,' }� "` �'_u • O r a>• C' r- , \ /- fYP- - I'n IS-��� hr" 1 r,l!' Sr ,' 1 A 2.I - r I h 62U� -X �49CJ) I (A- 2:3 r SFFINISHED 24XB0' - I -- r1 i r (�v I �_ (i9 i - —N _� _-4'- 6 --� h -♦ �4 4 1I r, I1rTf�''' �� =J� / 1 / C:• _ - J \ �' r I 1 I r' STORAGE DOi.LiES-T1}'. - :'�' ']� I ' i ` I! �EIr ,YN 'PR��UCE I -�•' `�r.l ' 1' u� ,�..._,S is �,� I oo ,�' _: -: •.�..�� M ` `;�•. 1 "' > i _) I CL /• ` t ' 24xJo \ ♦ ' 11 i �� _�`' 3 vJOI�r 4, 1 �: v► I i - II �_ I ��:!?.1` • / : , ti'x13' t r;r �I�' 011 It, I-k; 7W) - / I$ I� I t�'�h{ . �w t� 1 ...uw..�.�•' �+. \ `` /// - /l -- I 's P 11 f __' (I it - YI '�••- :1 .�L _ 1_ Q - - ',4! 1.( I. % % L �4i�4LIit I I 1 I \\` V / \ '�� I I y "• Qv� I O J li 1 SR { 4J -�! !/R•+e I. ..' -_l'.---- N 1 -T- ,' I-I,' -�{ _ �.♦ i u y- •� 1 1 I� ` f%'_�'ti./• �1 - ' 11 r fI I i 24x60 �. .� -`,t' �:; , ' P.(A-141- r. 4 11 -1 S'.-.,-.-.�� .1 - �I.�,i•.. U FIF: 1PIE OLLARDS I ' .?' I ,,�.r7 I ` tn,P�2 {int E�'j r' r(`,^ I..�1;L �� ``L.'I) b I '_ -� i \CHICKEN �: ! N. --M TYP-uF/1 J i )\COOLER Cp 1 t✓n (49 - COOL.EK 3 A-I��El -�- 8x13Lin a .;y�; I d _`� 060G\, - _ - � r , I �, I - r``✓ - �� I I \ / . . t __. -- -, (hoo - b l - X31 �' �� j�-�) I '� ♦ I I IIWI ` - T x x I 1G o / Y '� I 1 1 N •�� -I �I Hl7O // r I, �) •;5 to I , _ 1 ( � ` � -c.l � N � -, OOLER t I-. �' / -1 I I�' I \ '�J�) /_"-•� I, I d - - -. N -+:r \ RAW \ 4;0,CONDENSER C4�C� j X310' <r, \ 287 SF \ �- U J .a�,OFEIC I RE1_Z // .• . ''11 66't �^ A-1'I - ^�Ivi - /� I 114 AI��'�f'• _ / I . ,r --` _ , 1. i I� �• M I 82 SF ! - N-3r��I_ Sr..KT' �i , ./, jF 1 -2" ;/� II 5':-� 'C��)�I 6 -U I c,, ' < / \ ' � �-- 869 P �� )�t� x � r - _-- �, ir� ..ryYp_ UF�NG I ; iu(11 : �;r sem,. �;4 - ' ! 'r' I • - 1 -. r._.1 1 I� �•' Yr /__.. Y, W tl. TABLE I�_ 1. ��, Ism] ;� T ) �`'�`�) P, r A .-� � F`— -- l-- - --- -. _----' -- =-� i�t;,A,l I IVP �.Y\l - /\ � _.._.1�y I r - - -' IL' •' G `n I 1 1 ��IC/ � N I, I I�' ' i i I +'Y I - / "� - / .�eft.�; ............�...I _.- _ Y �NI I�� ' =� yl ^•r► �I1 71 - 1 c l C -V. r � I Q , L - - it 4 ICE BUILDER do C..N,,ENSltvt: UNIT - _ u 5 SHOWN FOR INCLUSION GNLi- �: � SPACING -- -q \ h� r� SEE SITE PLAN FOR S ACING � 1 }0/ �r 241 LAYOUT. /rrF'- _ nr✓ .\ 1. do ENCLOSURE � f —, - I I L t;o� 107 Y ' c" - I � � -•-----.- -'__—r- , . QUIPMENIT AND FIX X �l� f� PLAN I ���25�('�o(�\/a�4�-�,;; �,ly21�> ., , NOR f H L-- - 10'-4" 70'-8" 14 -cr _-. _ -.-.-_ _. .. )Vil PIAIll la;IST rr 3 li • M Gote ' 11pprQV9ti .. ., .. .... ..... p ,� ranuitKl�:�!M A,pm,�r 03/24/95 Ito}.6Ny tole IlIl . Cle?r;1?t• ' i ' f'I~f�Mlt h0. t'�F' �--�' z =� >� i Drawn By .. tMa corer b:Fr"^w K`r8 Attach Checked By %1114*1 Jill _110 RCT ;ssutd By 0 .. --`. Scale fe Job No a g290-097 FIC HWY 13935 PAcI 5 Sheet No ` BUPVb30S'T � ' BUILDING PERMIT QUBMITTAL -- N-1AR '__, H 24 , 1 � � `� � A ! ►AEG g5 0205 47 OF 49 M ic� ROHLME /1 a • .0 Y IIIIIIIIIIIII I VIII 11111111 VIII I VIII I VIII I I III I VIII 11111111 I VIII IIIIIIII 1 I RMJR(- (3.A�S 4HADE IN CHINA IN 1 1 11 I 4f�1 IF C 4 7. t�1- .'aP ; ` --. (-4 wv..rallorrr r L- T� (. d s • ,ti Yl mt CL y1Lli ` 1 , - d rr II , 375 /-.� lie,104"1W F-i ) 1 �i+� c: J co O-tel Q Imp- Z. T LLI Lij 't• .. ` � 1. . 1�-•r ) __...««.. _ � !J r -r »_».__ _ � m LrL`1� I _ Illm All W r I .+- ..� J ` E�---- •rl _ -t-moiCol.- C ri*R `.' . l •r - � j^ .._ ,1 ' T' - \� � � 44J e\ _..� -_ ,✓ � JIJIJ i I - -- _ — ... r ', rC -r-• �` I`-1:, ��--- % ( r"6.t:,..le.a� ! .\ s•.,�awl;rr•:ui-�►;�ro _ _ _ . L J ITYP 41 .r / ;j I t. r , 7 W4 -1 \ -J - �-! L .... _ J ,l'. •1 I[-- _ '! J T ^_ - - J 7 �. �.,_-..._ �.._.._. - •. }�l{�- t ,: .Y:..it�"i-;:t�cf -- - , ' _ �— ----- �— — - — -- C.,� i 4`y I �.— II '� , �`� --i►'�r� ; u I •�� I 1iJ.� ` "?___ t--_— _� \ 1 I "� f CIL ►�� — _ - —tom r r J :F-. `/' --,y : 4 r,l A/� I (Tth- l -\, F 4 ,; - -- - � ' , rcri_ rr. GENERAL NOTES: -- A. REFER TO DRAWING M: FOR ADDITIONAL REQUIREMENTS NOT SHOWN UN THE $ MITCHEN GREA;E EXHAUS HOOD FL1kNI,'riEl, ! p� T Eft iJWNEk AND NaTAI-LED BY 1�J P:AN REFER TG SHEET MEP-1 FOR SPECIFICATIONa. MECHANICAL CONTRACTOR INSTALL H-JODS PER CODE. REFER TO HOOD '' F I7)P 14 '.10'EMEN T'-, " DkAWINGS FOR HOOP rt PES, SIZES, vc�LUME DUCT c.oNNEr.TiON SIZE� ANL; I -1 ADDITIONAL REQUIREMENTS TkAN;iITIUN F'✓.?M NUUU CC?NNLCTIONS TOOULT '�.LE . U' rEFE.k T:_, AkCHITE,.lURAL (,GRANINI ,JF Ft; .,kN Alk F ATr TnK''IU;,r u'?CIFh� M, AND EXTEND TO 1 �00F N1C ,NTC G FANS. t J r MECHANICAL_ PLAN NOT L''_� __,N t NSIN_, UNIT F c.F 'WALr. -IN Cv,iLLR 11-UR'Nr-.rlt I. br '.w'.: 1, ANU IN` I;•/ hI ME r1t.N;I AL C(INTPAt Ii.R FRU.!5C 1 0 T1F'E Ai.k ., r f t r• ,•v'. .0 I ,N! t AND t - 1 N"q T'rPF At F. :OPP[R LINE FROM F,'AC:,RAI R Tu rdLIA !It 1:11 FURNISH A•.(J INSTALL A NEW ROOi"TO? UNIT IN THIS LOCATION COORDINATE ,NII fF'Al' AND :,ii)FE L�NF:r P01* tlANt-,Fs-' IFEfr '• IN',1Ru TI Ir,,: UNIT LOk.ATf0N WITH STRUCTURE INSTALL ROOFTCJP UNIT LEVEL FOR PROPER r'F'i ✓ , ! -'lit 01`1 •.URH _`•EMHLY H.,F F'IF'E I% N: IN C';1NDEhaA1E DRAIt:AGE. 5HIM CURB AND PROVIDE CURB SUPPORT AS ;;,( TI-:,N ;.AL A''i H '. .''" ,AF MAFL.EX l i Pt. AF HNT' H IN '.,t h, -N LI a TE_L• REQUAED h PER MANUFACTURER'S RECOMMENDATIONS PROVIDE FLEXIBLE ll!� FURNISH AND INSIALL A ROOF MOUNTtD tAnAUST FAN WITH POOF (URB !N TNI`, ,UTI"'JVF'S WI1H ArAIAFLEX VjB FINI'H C'DNNE-COR; ON THE SUPPLY & RETURN AIR DUCT CONNECTIONS. TRANSITION LOCATION TRAVillwr. FR,"M FAN ILINNE':TII;IN TGA 14"X1;" VERTICAL GF. F' , CONNECT TO 'JRIL,L IN I7E!l!NG ANI.) E XHrVI)1,T I tiUU I:FM. Alt DUB:TWIJPa `..HAL'_ .O u�_T ��E� SHOWN INSTALL DUCT AS HIGH AS POSSIBLE PROVIDE LINT TnEF'�r;JSTAT REFER TO TEMPERATURE CONTROL SPECIFICATION FOR BE ALIUMINL'M TEPNIIINATE FAN PEn .k,: i-, A MINIMUM 0r 3r" ABOVL ANi' AIF � Lry; '•�Nf't ". NIi UNIT INT CTI) -IN FDVIL r � 1,'�r�I',�IE(` !',+ r.NCI =•Nl INTAKE WITHIN It:�' O„ Ear ME ' r1ANICAL "IINTRAr'1ijR F�P'.�VIDL '�'t TIFF: r, N w_,•�F•;'F• : .. 'Nr RECUIREMENTS REFER TO PLAN FOR THERMOSTAT LOCATION. T r PL A,:F• ,COPPER �''6i;r16N LIN; F R;,,tit !:VAF't.,�A; .+ 1i., L tJ , r LIN,F TFAF ANt ..LLIWr: . i'4 'Lk MhNUF yr r'E P'ti ,N TFlI n II N' SUPPLY AND RETUKN AIR SMOKE DETECTORS PROVIDED IN ROOFTOP UNIT, 11 PROVIDE A VAV CONTROL BOX IN THIS Li.,. ATu;N E1/:X ;NALt_ BE FH PRI':E ; ' -•'t F'IF'E CURB A': tMFLt I PIPE R'.IC?F F'FNI !I''ATI•)N'' t F AND SHA,., BE FACTORY MOUNTED do INTERLOCKED. UPON DETECTION OF MODEL SEV, :,IZE 6. REFER TO PLAN FIUI- I iEPMC!STA1 L"II:ATION. TRAN�ITi()N Nt WITH 1 ARMAFLE'X T1FL AF t'1NI- H IN'.! .11 N L A't ,• �, r r FROM HOX OUTLET TO 12"X 12" PL LNUM ':ONNECT 10"b FLEX DUCT T-) PLENUM ATH ARMAFLEX WE FINI`:.H -- �' ' I T A ;HONE. ALL ROOFTOP UNITS SHALL 8E DEACTIVATED. PROVIDE THE INTERLO_r, �) � �I I, I I.� �, I .��, I I,O O I� F I,. THIS AND EXTENCI TO I'EILIN,, MOUNTED ,,PILLS: CtUCI FRIJM BC'X Tn MAIN :,l'PF=L_1 WINING ANG RELAYS NECESSARY TO ACCOMPLISH THIS SEQUENCE OF OPERATION. TRUNK `SHALL BE 6'0. 1 +' _ `� 1 3 FURNISH shG INSTALL A ROOF MOUNTED EXHAUST FAN WITH ROOF CURB IN r THIS LOGA*,,-N TRANSITION FROM FAN CONNECTION TO A 10"X10" VERTICAL 1`1 MAKE-UP AIF' UNIT (CF-2) AND EF-•4 r.N :.UMBINATIvN CURB FURNISHED Br AL ( ONTFAC 1i)R PRUWUk C_'U __ ___ ._ _- - - __.____-- -----.--__--._ CROP EXHAUST 175 CFM FROM EACH GRILLE. CONNECT FAN TO BREAHER OWNER AND INSTALLED Br MErCHANIt IPB SUPPORT j _ . _...___ _. _ _ __ _ _._.. -. r__._.. .-__ _. __ ___. _�� If r , AS kEUUIRED AND PER MANUFACTUkEF 5 STANDARDS F''RUV'IUE A FLEXIBLESCHEDULE MLCHANICAL SYMBOLS LLGE:ND ut:.l I VENTILATION _ 4 REt,IC'tE rn ,,GNNECTOR ON THE F'F'LY DUCT UI_'NNEC,TKN TRANSITION FROM FAN TO D � _____ _._. _.._ _._______.-._._..____._____.-__�._____. • .. NDENSING UNIT FOR ICE MACHINE FURNISHED BY OWNER AND SiCL ;MOWN AND EXTEND DOWN 1HR:UUI�H ROOF. IN'ftRLCCI, MANE' OF AIF; UNIT --- - - - _ - NSTA _EC BY MUHANICAL CONIRACTCk PROVIDE A 3/B" TYPE ACR COPPER c - c _ I r - . -1 FAN AND EXHAIJ_T FAN OPERATION 5'! -.r AND EF-4 MUST RUN Nil I II_.II)E. A I-1 ' A,I I ht I I, , a" ! xr,Al ';1 AIF' I 7 � UU.� . _ AND A 5/8' TrPE ACR COPPER SUCTION LINE FROM THE �! r •� ,MULTANEGIJ�I t REFER TO SPEi,IFIt;A11ON:i FCIR ADbITII:rr.Al_ kELLIIrEMCNT�, - --------.-_. _ , _ _ __- ____ a ;IIF'F l.t :•IFFU.Lr V ITtr TIPS. 1r,k'�lYi, W C.FtiI TO THE REMOTE CONDENSWG UNIT TRAP AND SLuPE LINES nRC1VIDE DISCHAF•l'E. THERMOSTAT SET Al 6`'F PROVIDE AN INTEFNAL UMMLF' ' kT _1_t h0(1 �' I - - - - -- - I F:ER Ma PR'S RECOMMENDATIONS PROVIDE PATE ROOF RAILS TO WINTER SWITCH. n l t - ;1 z11 -_�:;-' . I SUPPOP' `•SING UNIT ON ROOF. PROVIDE PATE PIPE CURB ASSEMBLY `� TIP( _ !+1 •? I [t1, hCTIInN -F LLt. hlrrl ' ROOF PENETRATIONS. INSULATE SUCTION LINE WITH 1/2- TRANSITION '00 R ARMAFLEx TYPE aP FINISH INSULATION LOCATED OUTDOORS WITH ARMAFI.EX 1 j TRANSITION FROM DISHWA`SHEP EXHAU`,T i;. TLE'T TO 12"o ALL-WELDED :.TAINT E_ STEEL DUCT UP THkI:,I_II,H RuOF TERMINATE: ABOVE RI�VF iN uOSENE'.'r. c A`,Nn Iry F 1 t 4�1.• ' I a� - W6 FINISH Gi.Nr.EAL VERTICAL PIPING IN WALL. _ .. _ - - . _._ _ _ _ . _ .. . - -_ `,~ Lt.' CIIF F_i .EF rrlTr� TYPE, TMF%i',W, FM i' _ r 1; PkU'✓IDE TWO 1:'a t:1_It116U TION Alk GIH UF' ''Hkc)Ut,rt HOC+ ,:INE jij I I A, I _ � _ h1I FuKNI t, - AND INSTALL AN a"0 TYPE B' FLUE FOR WATER HEATER EXTEND _ 1 FLUE uF THRU ROOF FURNISH AND INSTALL A ROOF JACK, STORM COLLAR, OPEN WITHIN THE ! 'JWEP 17" OF THF N ._v_t F'FAND ONE DUCT 'HALL PEM N r WITHIN Ti`r UPPER 12" OF THE. EN(,L.C1SUF't PF�avIcF A ROOF JA;r , '1(,ktd ! F - :: - - __ - I i'.yt ' .__. ._.� I- F� rW �• IRAN SIT Iv I N LLIC TWOkK AND A.L-wCATHER FLUE CAP. TERMINATE THE VENTS PER CODE, A MINIMUM ANC' ALL-V:EATrEP CAP.COLLAR, _ OF 3E' ABOVE ANY INTAKE WITHIN 10'-0" -•-- .____ _. -__.___--t -_._ .----_-- , _-- ___ ICE 6'JILDER FURNISHED H __---- HOOF MOUNTED MArKE-UP AIR UNIT `SF-1 AND EF-2 ON COMBINATION CURB MECHANICAL CONTRA,--'TORR ROVIDE CHILLED WATER ANL AIR PIPING AND LF I I '� - rc;s RANSITI�,N IN DUTvr..hh Q6 15 KITCHEN EQUIPMENT SUF'FLIEI• AND IN,f4uLD hr . _ FURN!SHEU BY OWNER do INSTALLED BY MECHANICAL CONTRACTOR. PROVIDE SPECIALTIES AS SHOWN ON T-IE PLAN At+L' PER SCHEMATIC_ UN SHELT M3 Et t,,_)00 CURB SUPPORT AS REQUIRED AND PER MANUFACTURER'S STANDARDS, PROVIDE SCE ARCHITECTURAL AND PI UVIBING DF.AWliviS FOP ADDITIt1NAL REUUIRF:MEN1., - -- " RECTANI:I_ILAR UIJCT1hLiT?t' A FLEXIBLE CONNECTOR ON SUPPLY DUCT CONNECTION. TRANSITION FROM FAN TRACED. ----.---- _1� '1.4---- , BILLED WATER PIPING u0CA1ELT OUTUUURS .,MALI BE HEAT RA.ED. HEAT 1RAf-E. - ___.._ _ .�_.____ _._.. _ __.____..._ ... _ i _ .._ . ._....___.__- ____.. _ F__ TO DUCT SIZES SHOWN AND EXTEND DOWN THRU ROOF INTERLOCK MAKE-LIP y < c c r I This drJwing ,s a single port -)t an nte5'Jted set o/ construct.`n a AIR UNIT FAN AND EXHAUST FANS OPERATION, SO SF-1, EF-2, AND EF-3 MALI BE MINIMUM 15 wAl1� F.R F1 FE ELECTRICAL DRAWINGS FOR -, laL 1l),UtiG ".•r,r,, - t '•1`: h ,,,n� of n veers - --_ MUST RUN SIMULTANEOUSLY. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. `E ;onrroct do• jnol ii Refer to all dru d spe. tical o s __ ...-__-- -..__-- _ ---- __-- _- __ __ ______-__... . _ .___ .�_ l!. ..... J SPIN COLLAR A I Tlt BALANCING uAMi'_R ' 4 � J G nCluain� Dut nut Ilmrted tJ '.,ene(JI t.J1J,tiir� qr � � � Wcrl, and oppllcaDle tlKhnKa: sC,ecih'ation e.' ,•,s wh,�h REUUIpE►AENT, PkOnDE DISCHARGE THERMOSTAT SET AT 65'F PROVIDE AN �/( L� CONDENSING UNIT FOP. ICE BUILDER Fl1GNItiHEII Bti' hlTl NEN cOUIPMENT SUPT LIEIr I apply to the work described on this I,ownq Refer to all J,awinq INTERNAL iiVMEP-WINTER SWITCH I'--J AND INSTALLED BY MEI HANIC,AL CONTRALT'JP PROVIDE. A 5/3"0 T'tPE ACF C:,!-'!'ERI sheets for the complete scoFe of work No cantroctor wit De - - - LIQUID LINE AND A 1 - 1/8"0 TYPE A(.R COPPER SUCTION LINE FROM ICE Edi TILLER TI: 11.1 THERMG1;1AT responerbre for all mforrt,ct'oi conto•ned ,r. the 'Sct' 1 du.uments u ROOF MOUNTED CIT:HEN E:'HAUST FAN de CURB FURNISHED BY OWNER AND CONDENSING UNIT 1KAP AND SLOPE: LINEN PER MANuFA":TUNE.R'S RE,aUIREMLNr/., ss,,ea This drar,nq is schematic and is not to be scale) or .sec INSTALLED BY ME':HANICAL CONTRACTOR REFER TO SHEET M2 FOR ADDITIONAL INSIJLATL SUCTION LINE WITH 1/:'" AP6tAFLEX T1PL AP hINI'SH INSULATION WITII lI SMiME DETE:TI'R is .r sh;,p drow,ngs Mechanlcol and Flumo-nq Contractors shat, FEOUIREMENTS- PROVIDE CURB SUPPORT AS REQUIRED AND PER AkK4AFLFX WB FTNI°,H `=•� ting this l pipe ton the nctuol site L-, r'• ears i-t ,n,,„des s,J,ny ��f all pipes and HVAC u,ut sites C�u, n ICKJ•,tf and 4•c�, MANUFAC.TUPER'S RE:GMMENDATIONS, TRANSITION FROM FAN TO DUCT SIZES RT code requirements SHVWN ALL GRELSE EXHAUST DUCT SHALL BE 16 GAUGE STEEL WITH WELDED 17 CHILLED W^TLR PUMP FURNISHED BY hlTr_HEN PjmPME:NT SUPPLIER ANG ,N TALI_Ef) I11 RGOFTC!P l'NIr L_ ;ESM Ci;N-TRUCT10N. REFER TO SPECIFICATION FOR ADDITIONAL REQUIREMENTS. 8'Y MESH/.LAICAL CONTRACTOR PROVIDE PHIL! ED WATER F'IPINt; AND �,PECIALI,E'S PPOVir-T c,,NOuTS AT ALL OFFSETS AND ELBOWS, ALL ELBOWS SHALL BE AS SHOWN ON THE PLAN AND PER SCHEMAIK AND DETAIL; L7N SHEET M3. '� -'Grj K11C HEN MAnE--UP AIR UNIT & EXHAJ';T FAN SYSTEM R. F•ADIUSE PREVENT GREASE BUILDUP SLOPE GREASE DUCT 10 HOOD / - --- PRGVIDE A USTED GREASE DUCT INSULATION THAT WILL REDUCE THE 18 AIR '=uMP FURNISHED B'r �,ITCHEN EOUIPMENT '.,UFIPLIER AND INSTALLED b, DESIGN MSA 295097 ` '� - :� CLEARANCE TO 3" fNSULAT10N SHALL MEET LOCAL CODE MECHANICAL CONTRACT(AI PROVIDE AIR PIPING AS SHOWN C'N THE PLAN AND PLR i7t „a ROOF M:`UNTE[' LXNAL(5T FAN 953906 SCHEMATIC ON SHEET M3. t ----CONSULTANTS -.--- I� Sheec �,,.. PACIFIC tl11YY., 13935 FLEX Dv'_i " D, i,' ACI4 PAC 9IC HW, ., 1 94-0045 I,503) AI/D, 0227 ' y ISOS) 28-0227 FxX :18-uie0 MEC 95••0205 48 OF 49 a�wrww,s. 4 - -- ^ --•�"— _. ir.'.r.�..�. _,.ter.... Swill __ r...r...-.--. _. _._.... ..__..--•-- ,i, „ U 1,3t MIC IIIIIII ! III ! I IIIA I IIIIIII VIII I VIII I I � III I Ili I IIlII I IIIIIII I lilll ' IIIIIII , 1 FiL T!AFIt- G[AF,S MAGE IN CHINA IN I I 1 .,mwrrrsw,..srssss�s.. , I ' ic! I iA U�1 u N ! 11A r. W:.!t 'r• tit _• � 1' WAl I`, I �i , i• . , ,.,i I Air .�, i LI �r�►,� T R f - ------ - �-=-- 1 ._— _ _. 1 I PkOVIUE A VALVE AND �J UNION AT ALL -ONNF.C11 J6. F-- i47HRLE *A) VA..VF --._.. _ _ h � - -- - -_ i� - f N LATOF IPI(-A: ) 1 l :f.. Li�E:Et �I ' TE AND � G -- .�. T,• �..,_�-� .• .r vish'ATJU .,l � `� ` � ---_^_. 3 4'•fi MArE OF W'A k A LIQUID LINE Ii,nT C A;,o hA(' Ft JW F'REVENTEF by U L (r � �� 1 T' - n' .I. . . ; , —� '�, tsO.JOO BTIJN� �''('' J / / / '• % '/ ,' • r _614C RET i_ PA[j Fal — F'RL`:S,J f (;AUI;E T ' • 7 . r �' - . LL - L it __._._.--- _..._ _ d, . f-// }- Pt, r TkA FSR I t / �� i f Nt.FlA L N1F<A. I n - r 4 _ d I JMUINu ON ! r(('`II 1 r.r r r.- /. 1� LU' '�� IDN t`IwP. ,r 1 ll�UIG UkIEk UNE X /�',j .% �� /^ / aUC TIGN , IF F U tk co )"d Alk LINE I �/' //�/i ' _y _ \ �`�'�\ �r•c. , -rlrfa4• \ j -VALVE fl 1 �d IF' N ,j�j � '� FLUc�f� LkA1N \\ 'Vf h' SJ'j __ r [ - �.- /, ;// /, r._ d DRAIN LINE F,�E Tu --- _�•___ __ ___ •',�> Lrtr..�.:tr .:.-.-:.;�-,' I-r• 1 .f'fL. t_. .' �..__....__- _. __—�.. .-- ..y i1• �-X�./� ,C .... FLIJriFl [JeAiN "--'—�I `. �.\\\�+� •✓ /' f/ _.C. I , ; ... _..__ O %� I.•N; r F 1E r AG b i' ukP�i f �L r .)NTNA 1;;f:: - , \ ' / (j i PRS�+.' , � . , ,� _. .__._.. _ 14,E_' Cly �- �: Z ICE yr. .c vN AT ALL Ft;UlA11NCr F'I ►.t F' f:EFEt! TU Alfa r JfAF r"t.(;I)F DiiAiN tTfPI�AL). £ f [01-IIPMENT (l'N' [ ti , (,T'i PICAL') Df-1 AIL M'_ -0' 1"i-EXIE,LE _�,NNIXIOCL - A UFIAIN vAL+t: .�1 /; F'CIN' OF O M � � ^ I ;r'-1LId AND PINE T . F'1 .,.:JF I,AAM iN , A:Itr FE,, t� "C 1.. r}. I I 4r J1 PROCESS CHILLED WATER SYMBOLS i.EGEND 02 I PROCESS CHILLED WATER SCHEMATIC PRESSURE GAvii w 'AF''wl PUMP SUCTION _E 6UT7ERFL I 'VALVE T _- =4E � - -� 4iFi. ., � :� •' i�" '•AYE" FAN_ `. . :ER SUCTION DIFFUSER i. ..-_ CONCRETE INEP'IA BA,-',E w! _ IJ ISC1L4TC'RS 'v i �— 4.. �,ONCRETE m0USEhEEPING L. - - � . PAD PUMP PREMOUNTED i7N A EASE PF'iDVi,^.=C Br r,iTCHEN ' COuIPMENT SUPPLIER MOUNT ON A CONCRETE PAG PROVIDE SHA.•L BE INSTILLED HGR ZONTALLT F<OREFUND PADS 'CR I' GLATIvN. AiPING ',EPT,,:AL FOR CLAk:TY fi I G3 CHILLED WATER PUMP DETAIL _--- -i -- __ �I r' 'U - - -� •tom _ � I i II C. This drawing ,s a single part of an inlegrateJ set of constr.,,' contract documents Refer to ull drawing and spe.:,f,cohon sneels including but not limited to * General Cona tons" and S„mmory — of Word . and apphcoble techr,,r.al specification sections which apply to the worn described on this drawing Refer to all draw-ng sheets for the complete scope zf worK The contractor win W - -- responsible for all mformat on contained i the 'Set' or d,+:vmenle issued This drawing is schemotic ar•A is not to be s.aled a: Asea as a shop drawings Mechanical ana Plumb rig Contioctars shad adapt this design for the actual ede requirements. Th.s .•'chides - sizing of all pipes and HVAC unit sites based on locality and Ixal C u cede requirements. SYSTEM Job ti — - -- - DESIGN MSA 2-95097 CONSULTANTS :: 953909 JJ 0 w rIASI A�th:t PORTLAND, OREGOh 9? J1 (SOJ) 14tl-02:7 f s� � GiFIC F-tV�Ir 1393.5 RUP 94.0336 SIT 94-0045 MEC 95-0205 49 OF 49 CONSTRUCTION SET APRII 95 lgQr, ,! `' (119 MI� IIIII � I IIIA I VIII I IIIIIII VIII i VIII I Illil I I III I VIII I IIIIIlI I VIII IIIII � I 1 FIHP.R— GLASS 4MADE IN CHINA I IN 7