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15650 UPPER BOONES FERRY ROAD-3 04 0 CA N ¢C14 � T T _,� , 7 irK 22 3/4 n-j (IB 2 2 3/4 C) V) c t Ln C;) (f) T." ILL 1 0 C14 co . UNIF,.-)RM LIVE LOAD; ROOF VIEW MAX 10 L13S. PER SO. FT. CAM—LOCK ROOF 4 6'-8" ELEVATION �' T (80") Li 47" 8 1� 7 61V,6" + 20 lV16" **FREEZER** 44 DM NSF SUGGESTED BTU LOAD FOR ROOM ONLY— --- 9 , 51 9 BTU _HOUR@ 80 % + 20 1'/ 4- N,6>-, D M NO PRODUCT LOAD INCLUDED . 0 40 2) Y Z 0 -t 0 -.+ LLJ _ -It t x x 0 f__ T _I Ln — SPECIFICATIONS: r - co 6—1 3 1 /2" KK, NSF, CLASS 1 URETHANE, FREEZFf< W / FLOOR % cr) CD (73") 6) T_ — �7 PNo. DOORS ALL DOORS WTH INSinE SAFETY RELEASE ULM— NO. SIZE TYPE HARDWARE FINISH: EXT./INT. OPTIONS 39 15/16" 39 15/16" x 4 Yl 6" x 4 1/16" 1 30" X 78" FLUSH CHROME EXT: SALUM.052 SNUBBER 3) ��4) INT: S—ALUM.0.3'-'2'- MAG—GASKE f tips m*j— z r-RAM E_ F I r4 i!S�4 WE A�_-, T. PLAN VIEW mip' . ___ CAM—LOCK ROOF AND FLOOR w FLOOR FINISH 16—GA—GALV NO r p J, Lx--YAL COMMLIXIAL LQJlP14NT 1:a) '10 0 -f A v� 23 LIN/FT 2 1 /2" ALUMINUM COVE BASE ON/ I 2736 S.E. ism AvENuE N 7DAN PORTLAND, OR 97202 [:SE S E (503) 236-1370 Wl TH T14, HEATER ""ABLE & THERMOSTAT NO. SIDES: 4 0lJ 'QRAWlNC 1 4 Y4 4 7/s L/ IS. 1 'THERMOMETER, MOUNTED DIAL: 2" 80" 1 PILOT LIGHT(S) & SWITCH TYPE: PS-5 W/HU,39EL VAPOR PROOF LIGHT(S) — LOOSE M MOUNTED 0 INCANDESCENT ci FLUORESCENT K 7/ 4 HEATED AIR VENT, MOUNTED 48" 2— TIJBES VV/ — 20- BALLAST _j 2) FINISH: EXTERIOR EXPOSED: 1 /2—PLYWOOD INTERIOR . S— ALUM-037- EXTERIOR UNEXPOSED : SI'U(,CO--GALV 7" 3 21 2 3/4 SOLD TO: KALBERER 2 2 /4 CL 0 U) E- FLI ,;-)RS AND SUB FLOORS OF POR I LAND, OR 11 3/16 11 N01 INSTALLATION SITES MUST BE TRUE SHIP TO: BURGFRVILLE USA ANI) LEVEL- WITHIN 3/16 OF, EXTr`A 11GARD, OR IN':JALI_ATION FEES WILL BE RF, 'UIRED. SCALE: 114 1 '— 0" DRAWN Bi : YU DRAWING NUMBER I 'D A 19INIMUM CONDENSATION # PANELS: 1 _5 CHECKED BY: 10 VES''11LATION SPACE OF 2" IS REQUIRED BE','WEEN ALL SOLID WALL & CEILING r.0. BOX 13420 PERIME-IER: 27 APPROVEL, BY: LOOR VIEW SURFACES AND KALT UNITS. PORILAND, OREGON 97213 CA PHONE (r-03) 288-7311 'REVISED 04/10/95 (DOOR LOCATION) 13ox 1 OF CAM —LOCK FLOOR CUSTOMER APPROVAL REVISED SHT OF DO NO ! SCALE THIS DRAWING REVISED _-- �._ ___._ DA #E 3/17,'35 SIGNATURE D A TE Upper BoonelS Ferry Rd., 15650 BUP 94-0225, MEC 95-0178 ani BUP 95-0263 2 OF 71 i As ar , w � r r \ -CIO - �� r r r r r O N, SPL 47" SPL _ =� 34 7/16" SPL_ 34 7/16" ' Z SPL 11 V8 .4 !18 ' 1 v,6" I C�2) - � _ 3 I � ___ pM00 - , � - -- Z- 4 1/4 4 1/4 I rn 23 v2 " I 1-8--- 11' l a�'" \ \ x x OQ r 7 v$ 7 V8 ' - I I coo PENIN PENIN o0 -- — __._. CT ROOF VIEW 24 v8 " 24 v8 " D M 3 D M CAM-LOCK ROOF ir` i• r- - O N MAX. UNIFORM LIVE LOAD; ELEVATION 10 LBS. PER SQ. FT. _. **COOLER ** == NSF SUGGESTED BTU LOAD FOR ROOM ONLY- -- 1 3 , 300 BTU HOUR _ @ 70 7 NO PF;ODUCT LOAD INI 'LUDED. J - ■ Ln SPECIFICATIONS: .•�o- 3 1 /2" WF, NSF, CLASS 1 URETHANE, COOLER W/O FLOOR •-� NO, DOORS ALL DOORS WITH INSIDE SAFETY RELEASEr— � Z „ -N0._ _ SIZE -- TYPE HARDWARE FINISH: EXT./INT. _�— OPTIONS �— 48-"--- 24 v4 43 v2 2 4 v ---- 1 - 30" X 78" FLUSH CHROME ] EXT: S- ALUM.032 SNUBBER flu= •�,,,,, . INT: S-A!_UM.032 MAG-GASKET FRAME FINISH SAME AS ((�6) DOOR. (W9) 18 6 29 L/FT 2 112" ALUMINUM COVE BASE. W x 4 vt s" 2 0 7/1 s 23 x 4 v16" L91 SPt_ SPL DF SPL SPL -- - r _v -� 2 ANTHONY MODEL. NO 1001 REACH IN DOORS, 23" X 67", PLANE SILVER FRAMES, -,� SLIMLINE HANDEL, DOOR TO BE SOLID WITH WHITE MARLI TE FINISH, NO LIGHTS OR SHELVES. g g'_1 " '7 FRP WHITE 1130 .. W� o _ _ -<t T WITH DC)OR AND FRAME HEATERS. ( # ) 109 T NOTICE COOLER , ATED UNIT IS THIS P _PAIu CJ 1 I Q(�Y�1L WMML::�L EQ1111)MM1 1:11.) 2736 S.E. 15th AVENUE TO u E B!._4.r !N / 1C V 0 El D A N C E PORM.AND,OA97202 --- HEATER CABLE & THERMOSTAT N0. SIDES: _ WIT I� -r�I�S� SF-IOP DRAWINGS. � p W8 Z (�)236-1370 1 TIHERMOMETER, MOUNTED DIAL. 2" �- --- 1 PILOT LIGHT(S) & SWITCH TYPE: PS-5 W/HUBF.IEL I / 34 7A6" W1 34 7/16" 1 VAPOR PROOF LIGHT(S) - LOOSE M MOUNTED O INCANDESCENT ❑ FLUORESCENT M J 1 " 1 " 3 - HEATED AIR VENT MOUNTED " — ' BALLAST x 4 /�s x 4 /16 � r 48 2 TUBES W/ O B LL FINISH: EXTERIOR EXPOSED: 1 /2–PLYWOOD INTERIOR : S– ALUM-032 EXTERIOR UNEXPOSED: STUCCO—GALV SOLD TCS: KALBERER FORTLAND, OR PLAN Vi E W NOTE: FLOORS AND SUBFLOORS OF , INSTALLATION SITES MUST BE TRUE SHIP T0: BiJRGERVII_LF AND LEVEL WITHIN 3/16 OR EXTRAK A IJ T);ARD, OR INSTALLATION FEES Wil_L. BE REQUIRED. - � i� ,~ ` 1 4" 1 ' --0" DRAt'uN Y" YU DRAWING NUMBER m I C� SCALE: � B A MINIMUM CONDENSATION -_-___. VENTILATION SPACE OF 2" IS REQUIRED # PANELS: 19 CHECKED BY _ C-5446-2-95 P.U. BOX 13420 PERIMETER: APPROVED BY: BETWEEN ALL SOLID WALL & CEILING 3.3' SURF/\CES AND KALT UNITS. PORTLAND, OREGON 97213 ---- PHONE (503) 268-7311 AREVISED 04/10,,/95 (ANTH.DR. LOCATION'S) BOX 2 OF CUSTOMER APPROVAL REVISED ` SHT 1 OF 1 DO N O T SCALE THIS DRAWING -,.�''I GN A rUR E --DATE _ ---REVISED - .... r --- - - L'A TE 3/17/95 Upper Boones Fe SUP 94-0225, nY Rd., 156$0 MEC 95-0178 SUP 95-02.63 3 OF 71 i I n 1 I } I i 22' -7" 36 1�_/�\ 32 �a 50 -- (27) F1325 07 51 (3 t C) 4 109 52 � _- ❑(� - -_ i ❑ I I I I - 7 74 -_ 14 / 28 2q 33 31 �34 35 III 36 54 53 II i 77 75 64 73 86 d79 I E2 E12 EII 28 ' _ 15 25 30 III 72 56 5 fU6WALL CON5TRUCTI�7N _ f DY GENERAL CONTRACTOR Ea C 45 4q 3 26 ' I ' 44 � i II 55 I - II , 12 - - ------- - -J 26 GOIL� Imq�x I IQ i — 071' , _ F-6 Cb�4 • 36 � a47 -- 51 �64 -- 71 58 �-- -- I 66 E7 ►I� III 4a I - ->- --- -5 E 15 -- II I I \ I - 41 45 46 - 44 42 39�1 „ C62) Ir 41 (6i) Ela E1> 88 --' S7 - - 2 8 25 ,� 25 I I1 � ; .- _,,C2 9 b25 25 63 III 66 6U �I L- �l 24 _ 61 81 82 85 o I--- 26 , w -, • 'rte I ��. 1 f III 65 ' ■ I � k� r ,1. � �- iZz, 0E12 - 47 REMOTE � � \ ( � -- - � J _� _ �`� -,per j S �- -, - � �� `� 3c� I�. 1 •`J �> PULL I __.. 1- I � �l � 83 `_" _ � �Z.IGE��-•� I 25 �.� - I --- - I 068 67 I - - E �>� GROOM 26 7 / I 5°I STU�WALL COPJ;TRUCTIUN �. / -° CLOSET QrY of r�AFo. �-T� --- -- - -T=� -- - 6Y GENERAL_ CONTRACTOR ................................ ..... ............. F` W 8O Cor�tlRibhelty Approved •• ••••� ) C6I68J L J PERMIT 40 the��,a►► iq rtecr! In: v (5D a6 I I I I L— Date:.lob Adc:.r^ -6s I�YAL CC1MM[I.�'L'1L l�Ztlli�M"�r7:1.1�� I_ I U 2738S E 15C AVENIVE PORTLAND,OR 972m •, (503 23E•T370 Ito T.AN IS A KNE-RAL A".AW EW OF EQLIVT&JTT AND FIXTURES FOR TIE CONVENIENCE OF f IEET � P EV ISED � ��e CONTKxGTOKS, All WA50FE EN-15 ARE TO DE VERIFIED ON TIE JOD, f l-VACING. M-EGTRIC AL, �� I (y(T 7S q1 IS—_ AtV Vl-W OVTLET5 HAVF DEEM LOCATED AS AGGLIFAIELT A5 ROSSIKE NV ARE INTElJGW TO SUIT f;i11PM t TO PC 5LMIFSJ. LBERER7 77 AS REpVNtFJJ WE P(,ET•T NO RESPONSIDILITY FOR WCKK DONE DY SAID CONTRACTORS, AND WILL NOT DE 15650 SW Upper Lw,t r FOR ANY EXRFNSE FOR r.HANGES MADE tEGE55ARY DY LOCAL DVILQIf1f+ DOVES. ORDINANCES. STTU•l''P/- CONDITIONS OK DY T1e "5111UTION OR CKANKS IN EQUI i SHOWN OH THE FLAN. FOOD SERVICE EQUII'MEN7 OR FC,t ANY REASON. 1603122' -1181 Booties Ferry Rd GONTPICTORS ARE TO MAKE ALLOWANCES FOR, All RLUWING TRIµ VALVES, TrOS, MAGNETIC, DESIGN & MAWFACIURING LONTA.-.TORS AM 0ISGON EGT5, 5TARTIN& 5WITUIFS, M. EXCEPT W4-_RE NOTED IN 5PEGIFIGATIONS. FAX — U�rPooneoFerryRd. 15850 TW5 rt AN MUST DE VERIFIED Aw APPROVED DEPORE DETAIL MID ROUGH-IN RLAl5 GAN DE MADE, FAX OF 14 Tigard Oregon SUP 94.0225. MEC 9s-on9 23 . NW. Fifth Ave. (503)274-9764 BUP 95-0263 THIS t.AN IS THE T IT 15IT T KALDExER FOOD SERVICE Ey�LIIFAEN'f AND IS LOMFD SUDLEGT TV p I /L t 4 of 7i Ttc Ca4OlTlpl THAT IT IS NOT 10 DE CAPIED, REPRODIKFO oR DISTR.IP.l1TED EITFEJt IN WHOLE oR IN PO f\T it�l� Q R 9 7 2 0 9 ��IJ i F'fvlr= 1 I ^1 c�I 1 L 1 12, 1`1'14 �I E 1/4 I -(' L?ARF'.E -:_ JE-68�] WT. NMKXIT rERMIS510N, OND 15 NOT i0 DE USED IN ANY WAY DETPIMENTAL TO Ttf REST IKEW-15 CC Tit GOWANT. JUN 13 1995 M R FILMED , � � ili � i mill i i � lll I � tll � i 1SI � i t IIIA III + I � � IIi I I � III 11 � I � I � 1 Il111 1 � 1I1l 1 1 /,90- i GLAW i41 I 116 MADE IN CHINA I IN 11 1i.. I ` I , I I i 1 i i EI 1 22'—7" 36 17 50 I I I I �2�O27 32 6 (502 (6 7I 6a - `-4 - --- - (19) �_ � ll - r - �- - i I I I I FI El u` la 74 33 ,� ( 35 III � . :.. 76 1 14 31 34 36 54 53 �17 75 64 73 86 f r I 79 I 2a E� III E12� - �/11� 30 ' III .6 �._.�_�.- 056 46 510WALL C.ONSTP,UCTION - 1 -� 'ra �x . _ DY GENERAL CONTRACTOR - _ _ — �� f � TF 1 _.., _ �45 44 ' 43 III y- 22 -�l 2) III 55 -_ -`'� - ---- i I WIL - _. b _ , I 1- 11-1 c6' _ 30" ! �3uu i -- .E7 _ - F - 11 111 , 48 LL IL1 - q`q_! _'_'"'1' �61 23 1 $7 43) 62 f44 --- r- Ei6 41 45 E5 1 II 60 q 4 25 �5 6, U, a 1 63 0 ■■ 61� 60 / — _ f al 62 (� REMOTE_ r III obt) E12 62 ! �'/ PULL C25X- ('26 II - - 6a� i ' Ee ( GROOM 5q 51 U6WAI_L CONSTRUG C ION CL05ET _ _� LAY GENERAL CONTRACTOR _ SCI \ - L �- 01 CITY OF Tlf3ARa Conditionally Approved ........................................ For only .hr PERM11' NO. See lettcr ta:F,.11r><v.................................. Attach........................... ....... .. .. . Job Atlee^^. l S�6 Sy 1 t, , I 1i^1^F OM) PLMJS MIST Rl CN ,1r'rri SI i E« I 1H15 PLAN 15 A 60FRAI. ARRANGEMENT OF EQUIPMENT AND FIXTURES FOP ME CONVENIENCE OF r IE_� d F��ISEV B u r g e r V i l l e�-� I C.oNlIkk TOKS. AL1. ACA5UREMENTS ACE TO DE VERIFIED ON THE JOD. rI-UMDINb. ELECTRICAL, W VENT OVn.E15 HAVE'. PEEN LOCATED AS ACCUKAIELY AS rOS51DLF AND ARE INTENDED 10 I OC) Z 94 ISSUED 5VIT E4UIPMFNT TO DE 9A.MIED. LBERER MAK AS WE AC:.EPT NO KESr01Y.IDILITY FOR WORK DONE DY SAID CONTKAGTOKS. AND WILL IT DE -S 16650 8W Upper 1 LIADLE FOR ANY EXPENSE FOR (.IVWES MADE NEGF55ARY DY LOCAL 1510MIT CODES, OPUiNANC.ES, 5TP.UCIVRAL GONDITION5 OR DY TTE SUDSTITUTION CNC CHANCES IN FQOIIMt?!T SiIOWN ON THE MAN, OR FOR ANY P,FASOK r-om SERVICE EQUIPMENT (603)2,47,1181 ""ones gel Y Rd (,ONTRACIORS AP, RE TO MAKE ALLOWANCES FOR ALL rLUAbING TRIM, VALVES, TRAPS, MAGNETIC. DESIGN Ott MANUFACTURING I rON1A(.10AND DISCI>rNr.T5, '5TACTIN6 SWITULFS, ETC, EXCFrT NIERF NOTED IN SrECIFICAIION5. IJpper 800mes FA.r/Rd, 15,650 11117 rl ,N MUST DE VFPIFIED AM Arrr.OVED DEFCRF DEIAIL AND RUX)GH-IN "IS CAN DF MADE FAX OF 14 Tigard, Oreg ea SUP 94-022`, MEC 95-0178 THIS PLAN 15 1HE PROrFXTY Or KAL15EKFK FOOD 5FRVIGE EQUIPMENT AND 15 LOANED 51'eJECT TO 234 NW. Fifth Ave. (503)2.74-9764 RUP 95-0283 S OF 71 TFE C.oNDlTlal THAT IT IS NOT 10 DF COPIED, RErP.oIxxED OR DI5IP.IFUTED EIIM IN "'OLE OR IN POR _ 0 g 2Uy EG)�)IPMFIJf I A+ l 'l1 f ` I T' '' �1 '684 PART, WITHOUT FERMISSION, ANLL IS 1101 TO DE V5FO IN ANY WA,, OFIPIMFNTAI. 10 1fF PF51 ( �!tn-� i�, l'��Q ( ^. I Q �l'�... I t IN1E►FS15 01' 11♦F CCMrANY. JUN 13 1995 M1FILMED � � tll � l l � lll I r � lll i I � III � 1 I � I � I I I1 I1 11111 I IIII { 11111 1111111 I III � � IIIII � I IFumm- UUP 4MAME IN CHINA ( r F JA= 300 (i- (,Ff :.300 (4) 12 -FIA 1 CJL_J<.T P. .f=p.=C.F h,�i UA 0 . =% .T Y„ ,- 1 Y l I cel 0 ,15b., 3 �3 r 144 = 90 5Q it, l 1 1 -- ' L l 4 11 I ul_� r i b' .0 MAY.F* UP P,IR 1200) X 80 r, _ II FAAY.E UP AIR = 960 e,FIA CANOPY EXHAU5( HOOD: AIR TECH (,(,45 -72-300' -0" MIN. TO ADJACENT DUILDING5 --- _ _ _ !'LAN VIEW AT I- RIC-�.�7 - -. --- - PKOPERTY LINF5, ANF) AIR- INTAKES EXHAU5T FAI 1: 160 /65 1 PLAN VIEW A r C-7KILL PI�tJO HINGE56ALF 1/2" I " —� r— __-: 6001', C�P.E_ASE TEP.MItJA"FOP. 10 -0 MIN. TO ADJACENT DUILDIN65 C.URI5 ANC) _ 9 __ _ � z 1 PROPERTY LINES, AND AIR INTAKE5 G `; L / ` O ® C� ® © - ® - -o — Fl._ASHING 61' G,G- ---� >_ X ti' 14 GAUGE �1 �' I _ - WEATHER. PROTECTED OPEFJIPJG I k \! / I u_ -- ,»_- � -- �-. 0 FOR AIR CIRCULATION 5_ &ALV. CHANNEL FAN (n I / - - , - 00 _ 5UPPORT CURD , • C �, 1�' DY vFN. CONTR '��'� " 1 4 / _ ROOFING MATFRIAL� 1 z _ .- _____ T - 6Y Ol HER5 FLASHING 6Y G.G f� 1ti'FhrHER PP,OTECTED OPF G f FOP, UK6ULATI AIR COUP: - ----- --- 16 GA. &ALV. - - -- < U.1 ROOFING MATERIA!_ GPV 120 ALL WELDED 'z I 5Y 01 HERS J 5HEET POCK ON METAL - � LLLVA I IUN AT �7R ILL_ 6" AIR 5PACE, ALL 51DE5, -- _ _- _ EX DUCT. - STUD DUCT ENCLOSURE . ' 5CAL-E 1/2' - 1' -0" \ \ PER NFPA 96 "' �0- TYPICAL_ (30TH SIDES „ x �- ( L;' 21 2 X 1?. M.U.A. �� O W/ FIRE DAMPER. -- 24 X_ 12-- - 12" X 7" DUCT WITH „ „ AGGE551P�LE GLEAN- OUTS --- �') �' ; 7" X 12" [DUCT TRAN5ITION (2) 6 X 14 AIP, CURTAIN DUCTS, -�- I � A5 REQUIRED PER GLIDE _ _ TO IPS 50, L)I1CT �-'' W/ FIRE DAMPER. �, r ,- -- -_- - - .__ ..... _ . CL.FAN-OUT` PP.UVIDFD � FIIJ151iFD CEILING- 6" 1 .� �~ ,� A5 REQUIREDMI - - ) 1- HOUR CON5TRUGTION I I° _ TYPE "X" 5HEET POCK - -- ----- _--.__-_. _ --_ ___ -_-_----- I , ON METAL STUD DUCT is > %0 SHAFT PER NFPA 96 6_ N cNOZZLE I I I - - -Ill- TO RANGE GUARD _ I 1 REMOTE PULL_ ( DUCTTO FRYER EXHAUST HOOD: AIR TECH CC45 -7-.___.__._______ __�______.______ _ _ ----------_------_-_---_---_ ___�..__ ' ?-30 -- -- EQUIP. NOZZLE I ( HOOD NOZZLEle- , NOZZLE (U,L. L.15TED) REFER TO AIRTECH. I INSTALLATION " " P 1)A . ) F I C, )NTRO - „ ALL WELDFD 12 X 7 DUCT CONNECTION ANGE G PC PE~ C l DRAWINGS FOR MORE INFORMATION. 45 I 45 12'-2 „ AT VENTILATOR. 1200 CFM W / .75 5.P. 5Y5TEM IJ.I_, EX 6519 � ----.____-___ _ _ PITCH GUTTER TO 1 1/4 P.E T"UE�IN6 AND FLAME DUCT DOLLAR SQUA - 1 FI' FLAME GUARD FILTERS CONNECT RANGE GUARD PIPING E l` I - 6REA5E CONTAINER I AKU FILE 86593 G # 6546 _ DETE,,TOR TO 5Y5TEM uANI5 TER, REMOTE (� - - PULL AND EQUIP. 5HUT -DOWN e e e _ --- � o � q. _ DEVICES PER CODE. REMOTE PULL o .� VERIFY LOCATION o INSTALL PEE, CODE I o I RANGE GAURC - o npnn®n nOonOn n�nnOn N - - - c ---- nFIRE DETECT IDN i r, - ----- - _..._ - -� AND RANGE ---- ___ _-- -- -- 1'5TEM, IN5TALLEC _. rI -2j PCR U.l_. TINLISTG r AT EMOTE LOIN I UfJ .T_ 5/5 FLAW .INC f3OP1DED TO 1/4" ___-- j i TP AN511 F DOARD I _ / - l Al- - _ 5EC 1 I UN A T &RILL I L-LE �'\ � ION A I C r� LF,5 5GALE 3/4 = 1' -0" 5GALE I/2 7 1 - 3 - 01. IH15 rt AN 15 A GEIIFRAL NtRANVFM'NT OF FQL11PNEIIr ANP FIxrURe5 FOUR TITE GONVEFNENCE Of / 5HEET r« P,E-: ------ - BurgerVille c CNIRAGTOR5. ALL MEAiITEWII`5 ARF TOW VF.RIFIEC, ON THE JVD. MLWIPK, FIEGTPIC.AL. Ad;i VEI11 OUriH75 HAVE MEN LOCATED AS ACCURATELY AS P0551Pt E NO ARE INTf.It'FJ-� TO ( OGT ?S 94 IS`d.EO I RANGE-)E - - - 51117 FVJII VJr TO PF $1>tY'1-IM LBERER 1 NAIL 71 6 AS REQUIPII) I \I /[' NOZZLES PIPING AND WE AC FOR NO RESPOIJSIDILITY FOR WORK NErlF DY SAID CANiRAG10R5, AND , OF NOT GC ] ARP 15 5 EClil.r� 15650 SW Upper 5 v ✓ Iy FFYE[ P\� r LIADLF ECM'. ANY EXPENSE FOR C 111E S MADE PON OR P.Y DY L.OIAI. ;(jl NG GORES, ORpINANGES. HOOD TO BE MIN. 16 GP STAINLr>; SrRUGTT4.At_ GONDITIOI15 CW. PT TTIE SUP+STITIITION OR (11AIJGES N FpUI'"`rr'r 5F1UWN UN T1�E PI AIJ, 1 14 STEEL W111-1 ALL WELDED PL-FNUM AND F IRE DETEGI ION UNITS UR FOP. ANY REASON. FOOD 5ERV1(,E E(PUIPMENT IfJSTAI_ L.ED A5 PE ' � CONTRACTOR5 ARE TO MAKE ALLOWANCES FOR ALL. MUMSING 1RIk VALVES, TP-Ar5, MAGNF-TIG UE51F^N t MANUFAGIURING IS0-�1 227 ' 1161 Boones Ferry Rd 4 DUCT AKFA5. 5LOPE (-)RFTP.000�I I Q r r VNIAGTORS AFID 0156ONEGTS, 5TARTIN6 5WITGIIFS, ETC,. FXGFrT WIM NOTED IN SPEGIFIGATION5 UP"'800""F TO REMOVAL)LE COLLECTION CAN. PFR U.L. L-I51 INC EX 654` 11115 PIAN M15T DE VMIFIEn AND A.PPP.OVFD AErORF DFTAII AW ROIJC•H-IN PLANS r.AN DF MME. FAX Tigard, Oregon BI 94-0225 °i�'ad lsaso _� ---- 234 NW. FIFTH AVE. OF 14 g 11 MEC 95-0178 Tlo rL.IW IS ME PROPERTY OF FALDEW FOOD 5ERVIGE FQUIPM77r AND 15 LOANER 5UD.IECT TO �D31274 -`1764 SUP 950283 a OF 71 IM GONOITION THAT IT 15 NOT 10 15F DOMED, REPRODUCF0 OR 015TRIM W FITtfR IN MIOLE at IN PORTLAN[�, OR `�72_Q1`� I PART, WITHOUT rERMI5510N, AN, IS NOT TO DF VsED IN ANI WAY I?FTRIMFNTAL_ 10 THE DFSi HOOD PERMIT kLY 12, 1994 5GAL-E-:A5 5HOWN [�A1RREl..I �-Bg'4 INTFFF515 Of Tip C.OWAIh, JUN 1 2 ?995 ml CR F LMED l � III � I VIII 11 � 1 � 1 I IIIII � I 11111 111111 it fl I l ( III 1 V III 11111111 1 1II � I II ' ilI'� � p�-II GLAN 4MADE IN CH!"A i IN f - I M > 4- Q) EXHAUST S ( STEMS HAVE THE r: rd m rr APPROVALS OF THE FOLLOWING AGENCIES -- - # B.O. C .A. i Ld r: ff � MICHIGAN DEPT. OF HEALTH ; rr Q Viz: N . F. P .A. I Z LAJ /-INSULA VED AIR N . S. F. DUcrUTI-+ERS 8Y SOUTHERN BUILDING CODE _� i ( ) — 10 KW ELECTRICAL DUCTU . L. LISTING NO. MH1 ?_471 Q) I oj .r iv r.- cr ,-. •-r- � I 1 • U S r� HE;aTE,4 (By u�rocL� I D) 1 .C. B.0. r� � rn u-INSULATED ;SIR DUCT (BY OTHERS) i HOOD NO, HIB TOTAL AIR BALANCE -- SUMMER — ' AIR EXHAUSTED CE 3600 -- -- RAW AIR SUPPLY (CFM) - - --- - -- -------2640 _— — o J) �l CD - - --� AIR CURTAIN SUPPLY (CFM) 600 I ZIn — Ell — — ( - -------- --- - _ _ — —- - � I i AIR EXHAUSTED FROM BUILDING (CFM) 960 3 ai -- TOTAL AIR BALANCE WINTER < I s I , �. ------ AIR, EXHAUSTED CFM -- SUPPLY FAN SF--H t / — 1100 I NO. H1A RAW AIR SUPPLY (CF-M) ►,r�inn . v�c�_co / 1 AIR CURTAIN SUPPLY (CFM) — VOLTAGE= 208V--.,PH _ - ! - INSULATED AIR - ----- ------._ __ .___ __---- --_ ---- ---- - - - — _1------- ---------------- --------------- � `~ � DUCT (BY OVHE_RS) AIR EXHAUSTED FROM BUILDING (CFM) I - ` W I J it I APPROVED FOR FABRICATION I I � � i _ 1w will \ l 0 APPROVED El APPROVED AS NOTED O RESUBMIT � � PLAN _ Y I E W11 COMPANY: _ V BY: DATE. CL I i u I ..,. NOTE ; 960 CFM MIJS T BE SUPPLIED TO BY � , , n + I I KTT � HEN AREA UINIT BY O— HERSI II � q � I i TO PROPERLY BALANCE THIS HOOD SYSTEM � 11l >'� 3 • Ln cn mi �11 LLM 3 a _ NOTE: COMPLETE ANSUL SY`�I—FM REO'D WALL_ MOUNT) =3 00 /--SUPPLY FAN •� o0 ` t ` -tt rn N / INSULATED ,SIR ROOF--1 DUCT (BY OTHERS) _ ^ ` C I �,/l >10 KW ELECTRICAL Dl CT , I O - V V 1 1J HEATER (BY DELFIELD) - RA I u -- W[RING P'.OVTDED FOR V LIGHTS . . 12fT LI � — -- rY_,—wtRING PROVIDED FOR 120V C014TROL CIRCUIT (INL`r p /BLK. NATE CFOLLOWTNG IS THE FVOPOSED METHODS OF W IRIW5) (BY OTHERS) � � O { I ___-- - •+ WHT RE-I'( f•ED SINGLE PHASE USE CONTACTOR (BY OTHERS) ___ -_..- I N co r-INSULATED AIR I GRN � 1 THREE PHASE USE `OTOR STARTERS a OVERLOAD PROTECTORS :BY OTHERS GRN. DUCT BY OTHERS �--- ( ( WHT. I I % w ... 00 0 SEE NOTE 1 - B D X (D i rn I C,ElLlNC -- N117 E It I CLEARANCE FROM I 1 _—_____—_ — ____— \ BL.K. - BLACK TRACER, 120V PElwr_R FOR I__LGHT I I " r I COMBUSTIBLES PFR � �� - _ — -,�- ,, DN TOP � ',,df_1T, -- NEUTRAL, NO TRACER MARKINGS I �) � LOCAL (:LJDE HOOD N0. I11� OF HOOD I �D L (CHECK w ITI1 LOCAL , RED - RED TRACER, BOTH I-INES TO FAN GRN, GREEN TRACER, GROUNDAUTHORITY) � � I NEPA 96 NOTE: C.OL_GRED \WIRES ARE FAN NDN-CC]MBUSTIBLE !) 78.00 A,F,F. COLOPED TRACERS \•\ 3' LIMITED Ct7MBUSTII?LE _ I . . I TR' COMBUSTIBLE FINISHED FLOOR � t2 GA. BI--ACK ---- -- ---- -$ (2) BLK :2) RED - -BOTH LIGHT SWITCH LIGHTS 4 — — _ + 11 FA N I \ S_ E C T I O N VIEW 12 1A, RE1) ---- ---�- -' =� r ` �an•� rT1NTR[]L �'IRCI!IT [1N!_Y FAN � v✓ITCI-1 i LIGHT FANp SWITCH SWITCH 12 G A. R E Ll _—_ _ - - ------- -- - --- --- - ----T, rs - BOX ON FRONT 12 GA, GREEN _ ---- - --- - --- k OF HOOD - 1 - / M929I274 ;RNI). I � peer Boones Ferry Rd., 15650 — BUP 94-0225, MEC 95-01 78 BUP 95-0263 7 OF 71 Is cnEQUIPM _ Sk__1HEDULEFAN TYPES 1 i _ �. I � l i .,- _ , VELOCITY E!(IIAUSt SUPPLY SUPP!_Y AVF.AIR C.F.M. AT li HOOD HOOD H000 HOOD c�tHAOSI EXHAUST EXHAUS i I XHAUS i FII.1 ER ARVA THRU STATIC C.F .M. AIR VELOCITY 200 F.P.M. + �' WIDTH WEIGHT RATE (:.F.M. COLLAR DUCT FILTERS PRESSURE I �:OLLAR `SIZE 10' DIFFUS. 3„ DIFFUS. I n.j r7 a- c I N0. LENGTH (SR) F T) t . UP BLAS1 , ADJUST ABLE 13111 DRIV1_N EXHAUS I FAN (IN.) (IN.) (LBS.) SIZE VELOCITY (IN.) (F.P.M.) (F.P.M.) FILI FRED, ADJUSTABLE BELT DRIVEN SUPPLY FAN _ `H1A 72.00 45.00 674 3pU 1800 12 X 12 180U E'.UU 225 1.25 1320 12 X 1?_ X64 3p0 I In I -~ v) f 3. IN--LINE, ADJUSTABLE BELT DRIVEN SUPPLY FAN + FAN HOOD LOCATION ROOF CURB TYPE MAKE MODEL C.F.M. STATIC WEIGHT H.P. AMPS VOLTS/ R.P.M. NO. OF � II ' 2 4. DIRECT [ R I V E, AIR CURTAIN SUPflY FAN SERVED _CUTOUT PRESSURE-_- (LBS.) PH_ASE 90 "ELBOWS w r �ISF--H1 H111) & IIB ROC]F 30 z 30 2 _ KCP - KCP-S23240 0.75 205 1 1/2 SF'FCIF Y 965 0 5. DIREC; DRIVE, DAMPER CONTROLLED AIR CURTAIN SUPPLY FAA T_ IM U_DEL ; __- �:; �-' � � -- 7 T_ 3 0 - GENERAL NOTES FILTERS_ 1. rhe Devield ca shall not be Unable For improper Funct!oniing U.L. CLASSIFIED I CO ,4 < - 11� O oup to change in static pressure or, -air volume►s as spec led. ` 2. All dtmenslons to ue field verified by others --- - - -- O Ln� ! be;ore hoods) are r•eteaseol for Fnbrication. __� CREASE FILTERS I - 72.00--- - —, ? co not scnie draw,^os. Clarify ail ouestlons i - --- �, I regaraing atmens,ons with Factory. SIZE EO X IS 20 X 20 I t Indicate all beams, columns, etc„ which may conflict ""'�'� "� � �.EO'D 2 2 3.50 TVP. ' �►- ; --- jith the installation of hood, duct r_otlars, or ducts. L 5. Instaltcn9 cc,ntr•actor shall check building access, entrnnce I S ` end Freld cc-noltions to ensure suffldent clearance to allow SPACER L- I - R - 0,00 r7:1 I huod sections, s;zed 1s per clr+enslons on the drnwin% to 50 T YP by brought 'ntc the buwlcdng and Installed. ! I 6. Exhaust duct -to be I6 ga. steel liquid tight welded. Exhaust shall extend above roof surfaces per local code. K E 7. Exhaust duct shall have dean-outs provkied at every ---- - — - --- - I i grange in direction iper 4FPA 96). All air supply ducts to be externally Insulated 9. Exchaust, supply, and temperature control unit to be SUPPLY DUCE A 6.00etectrocaity Interlocked. Electrician to supply all neccesory I ❑ starters, switches, relovs, etc„ required to Interlock Fans. _ a Air volume control dampers to be sucplied by The Delfletd F'IAUST DUI'-"'.T EuEEXHAUST. For canopy type hoods except when customer specifies 26,50 mer.-standard duct opening sizes. Dampers For non-canopy type - hoods to by suppUed by others. :1. All sides ore to be constr.ucteo of 14 ga. stainless steel i AIR CURTAIN — 26.00 � _ i � � z I unless otherwise noted. All Front and back panels are to be DUCT45 I > constructed of 18 ga, steel .mless otherwise noted. ,00 � + APPROVED FOR f-AQRICATION I -� ' ID APPROVED ❑ APPROVED AS NOTED ❑ RESUBMIT I I COMPANY: M ----- -- -- --------- --- - I I -----. I BY: DATE: i — a `�--� i i 5,50 TVP, 14,00 X 6.00 HANGER BRACKET + 1/2 - 1.3 UNC TYP. i' III rn ~ I _ Q7 r— JUNCTION T IDN BOX f 1 r i ,50 , YP, I M !ll�Ilil(ill(l! ' I ------ 2 Q,00 I - 14,00 f ---- z I F I I-AN VIEL-- W U-) 00 N 0 T E : 1. COMPLETE RANGE GUA,R1) FIRE SYSTEM REQ'D � r (WALL MOUNT) I ,d O 00 CA 2. INSULATE AIR CURTA►N CHAMBER rn 00 — iii 3. 10 KW ELETRIC DUCT 'HEATER BY DELF-IELD I ' �' Cn o 00 � 44 i 0 s �-VAPOR PR00F U C) s AIR VOLUME -FIRE INCANDE".�C,ENT I I CONTROL DAMPER - DAMPER � LIGHT FIXTURE I v s. 00 o ` I FIRE ' C1) REQ'11 -" I2 IN. LONG -W AMPER ; _ 11UNTING BRACKET /, I'�10UNTING BRACKET `,PI_INE .JERNI -�, SP_1NE_ IN) --- 2 1 I L� � i INSULATED _ —_-- AIR CURTAIN I r� INSULATED FRESH f AIR CHAMBER - - � -- 30,00 i' • U.L. CLASSIFFIED I -c /S GREASE FILTERS--�� FAN AND LIGHT SWITCH I � 3.00 DIFFUSER � — 10,00 DIFFUSER W/ r,✓/ PERFORATED PERFCIRA TED BACKING Eu 1METAL BACKING---_ --- -- -- -- —_- 1 r i - _ w t I RFMfJVABLE GREASE CUP--r r 78A,F' F. X3,00 ... ..•...... . _. I V "..' ... REMOVABLE GREASE CUP LOCATED ON LEFT SIDE ilk 11zNA 45,00. FI) ONTELE �,� AT � ON SECTIONAL VIEW ► , , : 9 : �� I I I Upper Boones Ferry Rd., 15650 BUP 94-0225, MEC 95-0178 �\ BUP 95-0263 8 OF 71 J PE EQUiPMENT SCHEDULE .f AfJ •T• YS 0 (---L- — r-7 1p 7 4-1 ` I HOOD HOOD HOOD t100D rXHAUSli EXHAUST r_AHAUSI EXHAUST � ILIER . OCIT'( F.,FiAU �t �UF'�'!Y �UFPI_'� AVF:.AIR C.F.M. AT IOU �� C.F.M, AIR VELOCITY 200 F.P.M. (Y WIDTH WEIGHT KATE. C.F.!ri. I COLLAR DUCT AREA fHRU PRTA( URE I COLLAR SIZE 1 (Y DIFFUS. r �� UP 8L.4ST, ADJUSTABLE BELT URI��EN �YNAI_Ir T F,4N No. I L EN(�TN (,Q•�) FILTERS Ess C � DIFFUS. { � -* � (IN.) (IN.) (L8S.) SIZE — - ; I (F.P.M.) ( ) FF' M. (IN.) (F.P.M.) ?. FILTERED, All)JUSTABLE BELT DRIVEN SUPPLY FAN i 4113 72.00 45.00 574 300 1800 12 X 12 1800 9.00 225 75 1320 12 x 1L ?64 300 'l� �� (4 �t I IN --- L s N E, a D J U J T A H L E BELT URIVEN SUPPLY FAN �. i I FAN HOOD LOCATION ROOF :;URB TYPE MAKE MODEL C.F.M. STATIC WEIGHT N.P. AMPS VOLTS/ R.P.M. NO. OF T !4 J I I CUTOUT PRESSURE (LBS.) I 4, DIRECT DRIVE, AIR CURTAIN SUPPLY FAN SERVED PHASE so ELeows 5. DIRECT DRIVE, DAMPER CONTROLLED AIR CURTAIN SUPPLY FAN --- — — --- --- --------- -- - -- - -- --- --_ ----- --____ - — ,v - ti 73 -� U ) i - MODEL ,, �. C45 -- 7 D 30 j GENERAL NOTE -'a _ _FILTERS— I 1, The Delfieid Co. snail not be Uable For improper Functioning U. L. CLASSIFIED / die to change in static pr-ssure or air volurles n5 SpeclFled, O If) ;l dimensions to be fie(d verified by others GREASE FILTERS ____.__.___ _ ____ __ uefore hoods) are released For fabrication. 72 00 �---J �. ^o r.c,t scale drawings. Clnrif all Questions _ z ITS y SILE- PO x 16 20 X 20 � r+� m i - I . regarding dimensions with ract-ory. _ _ I r✓ I C ?~ A. :ndicate all beans, columns, etc„ which r,1y conflict with the installation of hood duct collars. .•7r• ducts. REQr D i f i 5, Insta(Ung contractor shall check building access, entrance -and Field YP , _ _ 0.00 I , I nd Field conditions to ?"sure sufficient 7tearance to attow SPACER L- I - R- r i hood sections, sized as per cilnensions on the drawing, t, __.. _ ____ r- ,3,5Q TYP be brought into the building and Instalted. _-- I 6. Exhaust duct to be 16 oa. step( liquid tigh+ we(ded. —KEY i rNnaust shall extend above roof surfaces per local cede. ! I i Exhaust duct shall have ctean-outs pr•ovOed at every j ctlnnge ,n direction (per NF PA 96). all air supply ducts to be externally insulated. � r ' i DUCT Exhaust, supply, and temperature control unit .o to llPPT I -� ei.ectricatly Interlocked. Electrician to supply all neccesciry !'(�10 ! I starters, switches, relays, etc., required to Interlock fens. I 'n a v e rontr^l darters to i~e su^ UPcI b The Delfleld ! �. ..ir c � _ , P y EXHAUST DOLT Co. -or canopy type hoods except wizen customer specWies I i non-standard duct opening sizes. Dampers for non-canopy type 1 i i hoods to be suppUed by athers. .1. All sides are to be constructed of 14 ga. stninless steel AIR CURTAIN 36.00 unless otherwise noted, All Front and back pane els arto be ` DUCT P Z �onstr-uc_ted of 19 ga. steel unless otherwise noted. 45,00 > I i (x _ APPROVED FOR FABRICATION _ I � � APPROVED ❑ A.PPROVED AS NOTED — C� RESUBMIT __ COMPANY: - BY: OMPANY: _BY: DATE: _ ! - — 40 .3 I . 5.50 T YF'. - HANGER T I ° p I I 1/2 - 13 UNC Tyr, :s, a Ty"F'. - �-- -- JUNCTION BOX i __ __ Ci . �< < un- ��.►)n I x.00 -�• 14.00 x �.00 I .. � � � I `t1��111 Illi = s =3 Ql AN VIEW Co I NOTE : —1. C_ MPLE_E_RANGE GUARD FIRE SYSTEM REQ'D � 0 I -- i \WALL MOUNT .� 0 CO IN V- 2. INSULATE AIR CURTAIN CHAMBER 00 3. 10 KW ELECTRIC DUCT HEATER BY DELFIELD 0) U) no II AIR VOLUME - EIRE � O CONTROL DAM1�E�? F7DDA4F w Ii �iNLANDESCENT FIRE / LIGHT FIXTURE DA1�!PER-- C1? REVD r I OUNTINarJBRACKET j MOUNTING BRACKET WLiNE JOINT �. ;— SPLINE IN — CL 00 Q Cn INSULATED AIR CURTAIN " , 1,00 -1 4,00 INSULATED FRESH E- 1. AIR CHAMBER I �� " � 30,00 i U.l_. CLASSIFIED / � � CL I I - S/S GREASE FIL T�7S 3,00 DIFFUSER `\- 10,00 DIFFUSER W/ _ - �// PERFORATED f'ERFL]RA TED BACKING METAL BACKING RFMOvABLE GREASE dlP ' -L'1 I 78 A,F.F. 9'00 - REMOVABLE GREASE CUP LOCATED (IN RIGHT SIDE � W _ SE— UTIONAL VIE I � \ i i Upper Boones Ferry Rd., 15650 - ..._..... .-. .•• •'•• - l_.._J I 13UP 94-0225, MEC 95-0178 8UP 95.0263 9 OF 71 /% ' G 5 . i GENERAL_ NOTES - F E 1 THE CONDITIONS SHOWN ON THESE PLANS ARE BASED UPCN THE BEST INFORMATION AVAILABLE BUT ARE SUBJECT TC -- --- VERIFICATION THE CONTRACTOR SHALL VERIF_'( SIZES LOCATIONS AND LL.EVATIONS SHOWN ON THE PLANS 15650 S VU' UPPER � OuN E � F E R R ( ROAD VARIATIONS FROM THE PLANS SHALL BE BROUGHT TO THE w ATTENTION OF THE ARCH!-ECT IMMEDIATELY T GARD OREGON ` ~ I ALL WORK IS TO BE DONE !N ACCORDANCE WITH LOCAL > A GOVERNING CODES V DO NOT SCALE DRA vINGS < 3 , t Wuj' v Z accPR0JECT DESCRiPT ONco Go NEW ONE STORY BUILDING OF APPROXIMATELr 2 708 S F WITH LOAD BEARING CONCRETE BLOCK EXTERIOR WALLS AND WOOD FRAMED ROOF STRUCTURE PROJECT NO 9 C 4 i USA DATE : JUL \( 22 1994 a 0 I � � LL r I r i W i i W INDEX OF DRAWINGS `' 0 . ROJE � T NF� ORMA T I ON � 0 Z � 0 r NO SHEET TITLE t3uII-DING PERMIT DEPT . CITY OF TIGARD OREGON w r W BUILDING CODE 1991 UBC , WITH OREGON AMENCMEN"'S �`�,� i-- 0 I ARCHITECTURAL MECHANICAL ll.�ia_ B I 0 I 0 PROJECT INFCRMA7CN M1 PLUMBING Fl OCR PL 'r'NE CG GENERAL COMMERCIALAN ! 1 SiTE PLAN M2 PLUMBING DETAIL; a OCCJPANCY A„ 0 IA EXISTING SITE PLAN M3 HVAC FLOOR PLAN I 2 SITE DETAILS M4 HVAC DETAILS TYPE OF CONSTRUCTION : 5N II (I II 3 FLOOR PLAN M5 MECHANICAL SPEC;FiCATIONS 4 ROOM F�NISH & DOOR SCHEDULE M6 MECHANICAL SPECIFICATIONS AUTOMATIC FIRE i 5 EXTERIOR El EVA71CNS ISPRINKLER SYSTEM, NONE 6 EXTERIOR, ELEVATIONS ELECTRICAL cn I 7 BUILDING SECTIONS FLOOR AREA 2,S71 S F r 8 'NALL SECTIONS E1 ELECTRICAL SITE PLAN I r 9 WALL SECTIONS E2 ELECTRICAL FLOOR PLAN-LIGHTING HEIGHT 16 3' 10 E3 POWER SIGNAL PLAN I '.."CCR & WINDOW DETAILS I 11 REFLHCTED CEILING PLAN E4 ELECTRICAL DETAILS ' 4� TOTAL OCCUPANT LOAD : 60 r 12 INTERIOR ELVATIONS SPECIFICATIONS - I 13 MISC DETAILS KITCHEN EQUIPMENT 14 PAVING PLAN 15 ROOF PLANK1 ECUIPMENT LA !OUT I '� I 16 RCOF DE ( �AILS K2 EQUIPMENT SCHEDULE CONSULTANTS im W I K3 ELECTRICAL ROUGH - INS STRUCTURAL K4 PLUMBING ROUGH INS STRUCTURAL ENGINEER 5ERR NCRDLING ENGINEE.\z -- ---- KS P 0 S S (S E M m r S1 FOUNDATION PLAN K6 FINISH DET AILS CIVIL ENGINEER HOPPE'i ry DENNIS ---- r S7 ROOF FRAMINr, PLAN K7 EQUIPMENT ELEVA70NS (— _ I .:C FOUNDATION DETAILS K8 E.IUIPMENT SECTIONS MECHANICAL ENGINEER ACCIPIO, INC (7-0 i S4 FRAMING DE AILS K9 SECTIONS ', ELEVATIONS O_ Sr, FRAMING DETAII_S K'0 FLOOR PENE-RA7 ONS ELECTRICAL ENGINEER COLUMBIA CONSULTING m S6 FRAMING DETAILS K11 PAVING PLAN ENGINEERS c K1/ 1 HOCD PERMIT KITCHEN EQUIPMENT;' r ARCHITECTURAL SPECIFICATIONS CIVIL INTERIOR DESIGN .r r9y-0 yb O cog CONSULTANT KALBERER HOTEL SUPPL r CO LL i SP1 SPECIFICATIONS Cf Sc i - r;; �.� _ SP2 SPECIFICATIONS Cl GRADING UTILITY PLAN SP3 SPECIFICATIONS C2 EROSION CONTROL PLAN & DETAILS LANDSCAPE ARCHITECT MACCONALD ENVIRONMENTAL PLANNING 7 � 1w F- d- ,..P4 SPECIFiCAT!ONS C3 TOPOGRAPHIC SURVE C I SPS SPECIFICATIONSlZ N I SPE SPECIFICATIONS LANDSCAPE ,;; N 3s 0- 3S P7 SPECIFICATIONS ,� I SP8 SPECIFICATiONS L1 IRRIGATION PLAN I SP9 SPECIFICATIONS L2 PLANTING PLAN I I SHEET NO I I I 0 I UpDeBUD ,Banos F9ny Rd. 15950 0?25, MEC 85-0178 I SUP gS..0263 1J pp 7,1 I L . L- - - 2 3 1 - __ JUN 1 33 I . , MICROFILMED illll 1 11111 � ! 1III1I I ; 1I ! l lIIlr r VIII I Ijrll 11111 ( lilllll1 I VIII IIIIiII 1 tim— GLAD 4t4ADE IN CHINA I 2 - - LANDSCAPING OR CONCRETE SLAB Q SEE PLANS 7 r SITE STATISTICS ci _=-- 6 _� BUILDING 2,'03 SF ' CONCRETE ,�� X , 6 I NAL( T RASH ENCLOSURE 200 SF PAVING & WALKS ... 15,511 SF / LANDSCAPING ...- _ -._ _ .... .. 5,493 SF 1232) l0 .... //� T 1 SITE 23,907 SF 55 ACRES) EXISTING CONCRETE n! t - CONCRETE RAMP W,, WALK AND -URB (n W �� A TEXTURED FINISH -` V '�"� 4 : w .9 UJ Ar ,� _X-` g NOTE QP� i CJ ALSO SEE LANDSCAPE PLAN, GRADING PLAN, UTILITY PLAN AND SITE w w LIGHTING PLAN !� i% �Q.� /�- z �. GO X • 6' ELEVATION X X 6" OQ�� 0 cu ca Z Q� ? 00 1/2' �" Q RADIUS DRIVE , -MMJ 6" VARIES SEE PLANS 6' EXISTING SiSI,N U S A 2 V'1ALK RAMP . .' REMOVE EXISTING ASPHALTIC � do 2' =1 0 'NALK AND CURB REPLACE W/ -- ` CONCRETE WALK AND CURB � EXISTING ASPHALT PER '.ITS STANDARDS \\ E � ---PROPERTY LINE—,, r � 9' 0 8' 0" NTS ACCESSIBLE RAMP \ F _--__ AT VAN SPACE j PER CITY - -- FENCE /EXISTING ---PYLON � STANDARDS /� � ro w• \ SIGN r) (L✓/ Ld ,�� •\ --2 5 0 R 33 0 R '� (L ACCESSiBL: SIGN / CESSIBL PER OREGC_I ` // ' RAMP SEE STOP SIGN h STREET .`.c TRANSPOR ATION CCMMISSION\ STRIPING 25' 0^R �% ' DET 2 6, Y ` AUTO STACKING L Lli W/ VAN ACCESSIBLE SIGN UNDERTPER CITY �� i" �. / PERPENDICULAR 1T 0" R r Z STANDARDS �t a, ,/ 0 r-- (TYPICAL) MOUNTED ON 2 3/8" CD - ��, _-----0IAMONO SHAPES '-. 11 ("ALV STEF_L POST o• O 0 5�` TEXTURED SURF - .is ;� '� � ASPHALTIC M`�au 9G`A 11 DRIVE ' ,' TYP �1 ' W POINTED SYMBOL— -- ./ EX a' a �/� ✓ , �� g� �g I I 6 (� OF AC,,ESSiBiLITY / �' -- .MoN�To�r ^ - ------ / CONCRETE URB /� ' - wEL ,m. CLEARANCE . ., Ll-� OL- PER CITY LLJ CL u.j „ �'� I 15 � � F£tlC __ �.- SIGN �� / STANDARDS ii - �` `KR'�tY AREA” �� 60 0' -- I' C.D ¢ \ n i T. Y. R u, SEEsl tC SLOPE RAMP W/ �J 5 I 7 N 1 4' ri C7''6 =._4' SLOPE FLARES © i rl '� -EXT RESILIENT m ul " Cal -_� S RETAIN G NON SLIP � j��l - `�� i "' ' WALL SURFACE OVER ' ` ' -�, _ - _ _ U) f--- % r 5' 0' R u i ,.3 i CONIC SLAB 5EE 2 S3 AT PLAY AREA - EXISTING CONCRETE- �� _`--� 0) PAINTED—' WALK AND CURB ii i U �� i d t3�S3 80 SF BACKGROUND ATCESSf9LE PARKING SPACE ,�l �' 2' a t�2' L__ SEE DETAIL 3/1 �. J - / I % I 12' 0 11110' 0 2' p r NEW 81Lff.� RACK r � I ACCESS A,SI_.. I / 1 ' BURGERVILLE PINT P ---- �- N A ED PARKING N. 4" WIDE PAINTED -�-- - / ;; ( , ' USA STRIPING (TYPICAL) t- I rn a' m YELL OW STRIP(: j, / / CONCRETE.-- '' �I 1 X 3 PT CEDAR m�� W `� `, WALK ANS --EXPOSFD Arr, CUNC rniti. 3 � ca m AT 2' 0" OC CJ AT SLOG - CURB PERIMETER 'NALK �' - SLAB W/ SEALANT ONLY I 46A PARKING ' -ASPHALTICPANG c 111 SEE CIVIL DRAWINGS ACCE �� BLE SPACE 4' 4 1/2' S' 6 n 4 p 52 i, _ 1 ,I I -- -- FORfLEVAT10N5 w b b -NO PARKING FIR LANE, 13' 6 �� 10' 6 11' 0 11' 0 36 0 " ,TYPICAL) m NOT TO SCALE / le' 0 TY TOWAWAY CONE' SIGNS i AMP 25 r� � v ' 1) INGRESS SIDE, (3) �� r r� �� cn • EGRESS SIDE _ �' SEE- 8 55 ig 6 1 12 DET ii t "' ) 2' >- w ` j FINAL LOCATION ER EX MONITOR WELL - 6 " �+ 31 N iD Vl t ACCES618LE > 5 F - PER FIRE MARSHA RAMP I' s,•a; I TYPICAL) ; . ......... 9 ................................... m I �+' \. i CONCRETE CURB -- 45 0' EPLACE EXISTING T ,10' 0' R 15' 0' a (TYPICAL) FENCE AS RED U - t TYP FNOTE OR SITE SHEET S13 RETAINING WALL SEE 1/S6 EASEMENT a ASPHALTIC DRIVE---y r- TRASH ENCLOSURF �- CONCRETE CURB i AREA I - ..r CAST IN PLACE CURB SEE SHEET 2 -- _� Z I� cv EXTEND BASE AS RED 20' 0 20' 0 i 3 EXISTING EDGE OF NEWS _-- SEE CIVIL DWGS BUILDING --ASPHALTIC - -- y ! c� DRIVE I pm -i_-_ —-- DIRECTIONAL R I Slay _ _ EXISTING ! S 32D .�2 70 W 1.157777 ' '% N CL � o ASPHALTIC - 1 f- > SURFACE co ►- Wo uv► 1 W w z i - --- - - - - - --- -- \ EXISTING PARKING - !, N r = REPLACE EX CURB 11Pu~-i iLro PROPERY LINE AS REQUIRED % 1 1 -- RETAINING WALL--- SEE ALL -SEE DET 11/56 I SHEET NO N SITE DEVELOPMENT PLAN 1 1 i' 20' 0' Upper Bwmes Ferry Rd, 15650 F3UP 94-0225,MEC 95-0179 9UP 95-0263 11 OF 71 ...._. .. - ........ . . .. ..--....-..... ..1... ........ ....... .. .... . .......... . - _ 1 2 3 > 5 JllN 1 'P15 MICR FILMED I � III � I I � III I ' lllll l Ililll ) ! IIII Dill illll I I � III I Iflll I I ; IIIII I V III1 IIIIIII . 1 F Mt•- GL 419 4MADIE IN CHINAM DATE Mas. 0 _o p Gs t C/ co 30 i � y _ N N \ � � \ LEGEND USA / r� 0,L V AIC ASPHALTIC CONCRETE I� WATER `SALVE SG O J FIRE HYDRANT Off r`'/ o WATER METER ----- � 1 Of SIGNAL ARM � 11.1 u- �' SIGNAL CONTROL (h I I W U O SIGN 1 SANITARY MANHOLE (ID !� CISAN L1J O °U I a ® CATCH BASIN in v � (L � 1 / CON DRYWELL �- ._"_ HIM ItARy MANHOI SS w�. r. n PAD z Q l ` AD 1 NVINV e LEv 20.8 ' • POLLARD > — ` 0 INV EI.EV 203'82 IN - 0 - '- o __ C — / 02 OUT DGS -A, C .g.:-= , 0 POWER POLE v G E A /C 22� G ---- i0 � � QED G ' PIG I ----� P Q A z v %'i�� . • ® ° STEEL SIGN POST < ? J ? w -- 1 s IL I UG UNDER GROUND U. LA cr ; o o A W zQ zzau > m o o < S I PICT '' o < X FENCE r.\0 F- C) m I W c5s (A rn cns UG GAS ? cj/ L w 4i c,i PG ? Q � ? o y r SS / D y - SS UG SEWER rri N N + PIG PIG w - UG WATER 5S - o � UJ PIG I `-—_ --___"` tU) / 07z W CO t z � �iG i I Q rn RIM SANT TAf•Y r I INV EIV � 784. 1 ~ Z 186.22 IN O O O •• I X0 O z LL! 0 — L I ZRKIN�S ACS 1 / EXISTING SITE CONDITIONS 0 1A upper Q�nee FerrY Rrl 15850 RUP 9e 0?25,MFC 95-0178 13UF 95-0163 -0178 01:71 .JUN 1 3 !995 MICR FILMED I III ' 11 I , I11 I I , III111 Iil1lil 116IIIGL ANI 4MADE IN CHIL. IN ! 1 1- 2 r 3 1 4 5 r T BROKEN FACED CONC 2'X 8' SOL 10 CMU CAF _ BLOCK (SEE ELEV ? 1/4' STL PLATE CHANNEL CONT SEALANT - - 4 CONT FROM TOP OF WALL TO FOOT;NG CONT MET AL FLASHING \ FLASHING ._-- _X_ � . 2 5 BARS N GROUTED METAL ROOFING \ �\ CELL VERT ON BUILDING PAPER - -T. ...: - 5i8" 0 NELSON STUDS ON 5/8" PWD AT 24' 0 C DECK o Q- oQ ' � , HINGE :;EE SPEC po ' o o / _---- 2'X 8' CMU CAP - o - o0 0 - w, I _ 1 1,12' STEEL ANGLE FRAME o O O O O lV — , J ' p i p p � � 0 0 I }� ...r LAJ Z U.1 uj 3/4 __ 1_1/2' - o o o � ' o i as �.... \ _.� TYP TYP � I I 2X6 LEDGER WITH 5/8" DIA � - Q - �� o - o � CIO � A B S AT 32' 0 Cm BREAK SHAPE METAL , VERT SIDING8'X 8'X 16" BROKEN- — 1 I FACED CONCRETE BLOCK - - --- - SEE STRUCT FOR REINF i 8"X 8"X 16" BROKEN-FACEDIT 12 I• •d ---�- ;--`, � STORAGE ELEVATION GATE JAMB CONCRETE BLOCK, (SEE USA 0 I STRUCTURAL FOR REINF i 2 STORAGE ROOF TO WALL. I 1 SCALE 1/2'' 1'-0" 2 SCALE- 3'- V-0' /.2 °o 2 SCALE 3% 1'-0' Cl 2'X 8' SOLID CMU CA --- ° Ij CONT SEALANT I ll - — WALL FLASHING TOP OF CMU CONBEYOND T METAL FLASHING 9E'fOND - W LL' 3' LONG MIN ---� �� METAL ROOFING !METAL ROOFING ON BP ON BP `` , ' � ,� . PWD - Ij CONC SLAB OVER ON � _ COMPACTED FILL ON 5/8' PWD - SHEATHING W� 100 _ o 0 w 0 0 NAILS AT 6' OC EDGES Z ' O O I _ - & 10D AT 12" OC Q ---- ---- 0 " o0 oo oQ' ( _ -- — FIELD I 1L11_1J - -- GRADE II (('� Z o ' 0 o , 0 ' u O O - O O O I - METAL--,, _ ��---NOTCHED 2X6 WD JST II• � � � c!) W EDGE - Z .... ,. .. r o' � � , FLASHING AT 24 OC I II � Y T -- I p ® I "+t tDz � O 0 o ' oo o O �_ - ---- _ _ - CONC FOOTING- SE 2Y6 FAS-CiA E =7A IF r' _- - STRUCT FOR REINF o - oo oI m J o o ' o —� 'S Q0216 LEDGER 'WITH 5%80 , 2X6 P T PLATE W A 9 'S AT 32' 0 C Q Q Q - -- CMU BEYOND W/ 5/8' 0 X 10' A B 'S AT 32' 0 C , TYP 2. i - -- OVER M ---� 8 X 8 X 6 BROKEN 5 3/4 ERC U CACEO CONCRETE BLOCK -- HOLLOW METAL SEE STRUCT FOR REINF ! DOOR FRAME In DOOR m SEE SCHED i uj ,® • ^_� 14 STORAGE ROOF AT ENCLOSURE WALL 11 STORAGE ROOF AT DR HEADER 7 TRASH20. 0 ENCLOSURE WALL SECTION ^� - _---� - SCALE 3-- 1'-0- 2 SCALE 3'= 1'-12I' 2 _ - I - _ SCALE: 1' 1'-0' 7' 8' 1' 0' 10' 0' V 4' W S ----- - - NOTES 2 X 2 X 3/16' STL TUBE COLUMN AT 8' 0' 0 C GATE POSTS AT 4' 4" 0 C ! W W 3.'8' CROWN SLOPE 1 FINISH SHOP PRIME T— 2.I -� — 1 1/2' X 1 1/2' X 3 '16' "' -' r TO DRAIN W/ 2 COATS --- TRASH ENCLOSURE GATE 1 1/2' STEEL m ENAMEL PAINT STL TUBE TOP RAIL � I ,.---- ANGLE FRAME WITH OIAGNAL GRACE. AND ------� 2 PROVIDE HOLD OPEN 5/8' X 5/8- STL BALUSTER AT 6' 0 C METAL SIDING OVER PROVIDE HEAVY 6' DIA CONC FILLED LATCH, WELD I % -DUTY HINGES AND INTRAGAL LOCKING --- -- GALV STEEL PIPE TO TOP RAIL I --------- WELDED CAP PLATE HARDWARE PAINTED I I 216 9 m -[2169 21F9 �>n 1 i 2MAX ' C312 Q - SLOPE 'OP TO GRAIN ^--�- —_ — - -- �___ _ '� \ -1 ��, 217 O6 LIP A �7E -� ' - - 1 PR 4 X 4 HINGES WELD TO FRAME , OUTDOOR GATE TYPW V. STORAGE TRASH ENCLOSURE SEE CIVIL li FINISH GRACE DRAWINGS _ LATCH WELDED TO 1/4' STL PLATE ��, - ,- - - - „- C4 1 - - -- - Lij Fis u - !11 N !' i I a�oiu I 15 A a wui Ix b - iT`i I I CONCRETE SLAB --�. us5 U) 0 1� `' SLOPE TO DRAIN a ,i �-� SEE GRADING PLAN 21702 - _- a 4 � I . .�--'� 217 02 - � TE CONC FOOTING J —. LA _ - — - SHEET NO THICKEN CONC SLAB TO 12' AT COLUMNS i _ 1 1/2' X 1 1/2' X 3/16' STL TUBE PROPERTY LINE ``-- BOTTOM RAIL AND GATE FRAME �- STELL PIPE BOLLARD 10 PLAYGROUND ENCLOSURE 1 TRASH ENCLOSURE SCALE 112-- 1 -0 �n 2 SCALE 1/2'- 10 ��— UPPe B es Ferry Rd, 15650 2 SCALE! 1/4'- 1 -0' ( - SUP 940225.MEC 95-0178 J` L SUP 55-0293 17 OF 71 2 J : JUN ; .1 'P6 y MICROFILMED � , i11 , 1 I , III i II1if I i � llll ! hill 1 1IIII I VIII I III I bill I Illllll I VIII IIIIIII 1 :I�t— MADE IN CHINA IVN 1 1 1 1 I _ t , I 1 1 T 3 T 4 5 .-OCR PLAN NOTES - � CONTRACTOR TQ `,'ERIFY ALL DIMENSIONS AND STUB -UPS 7@_Q_ W11H KITCHEN EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN KITCHEN EQUIPMENT CONTRACTOR TO COORCINATE HIS WORK WI'►+ ALL SUBCONTRACTORS WHOSE WORK TOUCHES OR IS AFOECTED BY HIS WORK I ( 2' 0 t6' @ " 2' 0 25 8 ( WEND ALL TOILET ROOM WALLS AND GYPSUM BOARD TO UNDERS10E OF ROOF AND INSULATE WITH A-11) - ALL i +_ET ROOM WALLS 3 ' A- AL! EXTER CR NOSE BIB LOCATIONS PROVIDE REMOVABLE m 1= t-- PANE_ A' HAL.. FOR MAINTENANCE I I iv 4\ TQ1LET ROOm WALLS SHALL COMPLY WITH ANSI CODE 29' 4 ' RETIREMENTS FOR THE HANDI;AP - _ 134' 0 " _ 5. 4 I W i � �5 PROVIDE SOLID BACKING FOR AL_ EQUIPMENT VERIFY i I � < CA l' A • 'OrVS WITH KITCHEN EQUIPMENT SUPPLIER i 1 4' 0 4' 0 - I 18' 7 " 4' 0 ' ..� A g PROVIC�E WALL ACCESS °ANEL tFOR PRIMER VALVES) I - _ ♦'+ t 14'X14" STAINLESS STEEL PANEL PROVIDE LETTERING ON I I Uuj PANEL 'PR,MER VA-'Jf:S- I I I i W . UJ 3 ^, PROVIDE PLYWOOD 'N LIEU .7F ;,YPSLIM BOARD UNDER 0 � Mi �VE-UP WINDOW BY WIDTH OF WINDOW MINIMUM SEE r �r ROOM FINISHSCHEDULE FOR FINISH OVER PLYWOCO I I I - - - - - - - - - _ _ - - _ _ - - - - - - - - - - - f- m I 8 vERIFY FIRE EXT CABIN[T LOCATIONS WITH FIRE MARSHALL. al J LINE OF ' I i I CIOcuOVERHANG ( g , PROVIDE 2X4S AT 16- 0 C WITH GYPSUM BOARD EACH SIDE I I ' I I RECESSED PAPER 'OWE; DISPENSER MOUNT BOTTOM OF � L JE - - - _ - I t UNIT 9- AFF PER AOA I - - - - - _ - - - - - - - - - - - - - I PROJECT MAX 4- FROM WALL PER A D A I _ HOSE --• I I BIB, I PROVIDE 2X BLOCKIN.; IN WALL BEHIND ICE MACHINE TO 1 SECURE WATER FILTER LF OCATE AT '0' A F DIRECTLY - - -- - BELOW WATER SUPPLY .� I -- ---- J-- - -- --- _ ' I I I GAS �� COUNTER D S 1 (� I USA FUR WALLS WITH P T METER ) DS I� BY N 2Xa S FLA' AT 24 O C i I -'�CO2 TANK 7 A KES DRIVE -UP 1� BABY CHANGING STATION PROVIDE I I K E S �. FRAME HEADER - `—' BLOCKING FOR MOUNTING 5 8- AFS l }- - -- - } -•-- -- - - 4' TO ME AFF a '\- �.J.___._._. IN MENS. 5 6` AFF IN WOr•�+EN'S �-�- � I D S' � � � `_�- �� . -- - -- ------ - I --- -_ - ___ -- � T P I I ODA RACK ' O I - -- 1 - - I v B Q. `14 TOILET PAPER DISPENSER TOP 2 a�FF KES I I I I I COUNT ER - 3' 6- OC FROM PERPENDICULAR WALE I 1 - ---- - - �I _ _ I BY K E S I T_ = ( � ❑C]1 g'_5 y I 2 PROVIDE BLOCKING AS REQUIRED I F p I I I - LOW 'HALL _- / 15 TOILET SEAT DISPENSER PROVIDE RECUIRED I I \\ FREEZER I ` ` -- 1-- �gJ� 1 (�� I >_ COOKING EQUIPMENT I F S 1^ F BEVERAGE I u� BLOCKING FGR MOUNT'NG ABOVE GRAB BAR 1 I`=' OC DEHIND TOILET -I = BY KE S I SHAKE tU SCOUNTER I - 8 12 5 TAL STUD WALL I I MACHINE BY KES W HIND COOKING EQUIPMENT r (L 16 TOILET ROOM FIXTURES ACCESSORIES LAYOUT '� S ---- I I K E S- _ ' AND CLEARANCES TO COMPLY WITH I _ K I T C H E N AL;. ACCESSIBLE REQUIREMENTS I 1 ��'ERA > PREP --- - r S I I LOW WALL, g 60 J I LL_1L- Ell 'c 19 w T 8 - I L usi I I �Q I READER Q I E L_ I - i -BOARD w I I I O 7' 3 - --J I i ABOVE �, Z N I I - - 1` `I I I SEE - I O 2 C5 METAL LHWH , 11 - 1 SABLE - -- I I I I 13 I - - LADDER 1 G SINK - 10 1 'I I I B Y K E S f , --, � r - II I I (12 � 1 I w O 8 I "13 4 r _ _' a- t I OOLER ALES WAITING - ' o- I I I I �UWTER 3'-10' H 2 + I c� LOW WALL ' ES 9, I Q j C9 i i - MIN 3 -0' r'VIDE I w Lu 1 -L-� 8 I LI I SECTION OF COUNTER 'f' W 1 Z COMBUSTION I BC FIRE I I AT ACCESSIBLE - 1 a B�CKERSOWNER DUCT SEE01/Ma 13 EXTINGUISHER I $ALES r - - HEIGHT OF 3'-0' DINING 1 rHA ' 4 " 5' 6 1/2" 1 1 t _ 1 AFF MAX- --Y I w ICE MACHINE K E S - w 1 65 ----, 2 14 NO N 3 1/2" 1 I I J 1, 101 NK I II _ I _ I SEATING ANO LAYOUT BY I t ' 15 �' I I A�0� 1+ 1 I 1 _ _ OTHERS - SEE K E S DRAWINGS I I ' - 2 - 022 1 ; / I� 1 1 COUNTER 1 ® I a I A(- �n I MIN � 2 6 - 1 I I I� I I BY KES 2 M O 7 1 1712 - 6 I I I I I - - I ► _ _ _ ~ 1 LOW WALLu. a b\ I N OF F I C Ei iI 8 -_ SIGNONDOOR, FRAME 1 _ _ 1 am, ~ - I A( �1 ABC FIRE / ----' TO READ THIS DOOR90 (( TO REMAIN UNLOCKED _ 1r4 _ _g S I �., VU �.;I i EXTINGUISHER DURING BUSINESS HOURS" ( � 1 ME N ' SENK ICE -1a° 1- 1 1 1T P ' __ 8 _ / z 2 I 1@ _ 8' 2 4 1 /2 3' 6 3' 10' H 3'-5• H a •- °D 1 _ 10 1 , 3 1/2" m 3 1/ 3 1/2" LOW WALT_ LOW WALL 1 WASHER .1 /Akl -- HAL ��-� 12 T 17 77 7 61 do `✓ I I HOSE a3)� _. _.___._.L -.._. r _. DRYER VENT 31B B( AG I < WALL CAP w ( Z SEE MECH I Q I i SHT M4 \~� I i I i I C ui of �- -- - ` - - - - - - P- - - - - J - - - - - - - ' 0 LINE OF - - - - - - -- - - - - - - - - - D.S i w J I i I I c�5 LL OVERHANG I I WALL LEGEND 3 1i 5 1/2" ( = CONCRETE BLOCK 9 �___w_— 1 F SHEET NO 2'© - -16 0 2' 0 I �� -WOOD FRAME -� METAL STUDS 22* 0 D COOLER PREF-, ER SCfES � FL00R PLAN Upper Boone%Ferry Rd 15650 -- SUP 94 0225. MEG 95-J178 1. ( �� 1/4" V-0. 7 L SUP 95-0293 14 OF 71 2 3 5 JUN 1 .9 1995 MICROALMED i � lll � l I � I + � I ' ll � li � IlIIlII � � ( + � � IIIIt I III � 1 I I � III � VIII I Ijill ` I I iiljl IIIIIII 1 r CALLA 4MADE LIN cWHA 1 T- -2 7 DOOR SCHEDULE ROAM F ' NISH I _ril7, NO OPENING STYLE -wA—T -------F REMARKS HEAD JAMB SILL WARE FIN MAT NO ROOM NAME LE FIN MAT j MAT N i G H T FIN MAT FIN MAT X 8 7 10 MA MAT F!N TOP REMARKS A F AC T ALUM ALUM FACT 10 2 (clD �D2 ENTRANCE DOOR 1 - - DINING QT FACT 0.T FACT (:3) (4) 0� 14 9- _0* C7) (7) ACCESSIBLE 3 -0* x '0 A ALUM FACT ALUM FACT 8 2 10 10 (D ENTRANCE DOOR 2 WAITING Q.T T FACT Q.T FACT C4) (73) (�4) (ID (j) a 7 9. 0. 3 -0* X 0' A ALUM FACT ALUM FACT 13 10 10 PROVIDE PANIC HARDWARE 10 10 3 - 2=1 7 �10 _____ ACCESSIBLE EN-TRANCE DOOR SALES QT FACT QT FACT (:4 4 (33(Y�) (j� (7-) (t) 3A 2 -J' X 6 8 107 9, o 7 PAINT 5 Wcoo C3) WOOD 10 4 6 (19) --- 10 10 4 QT FACT RB FACT 09 cl j 9 -0- - (co) 6D (I 7A 2 -0' X 7' -0' A ALUM FACT 13 IIAJ ALUM FACT 10 6- 2 (T) 5 ;_ 9 10 10 COOLER Q.T FACT RB FACT BY KITCHEN EQUIPMENT SUPPLIER (D < I $A 2'-6' X 2 -0- is - _j (VERIFY) W c C,0 PAINT Waco PAINT 1 15 �� 5 10 110 6 STORAGE ACCESS DOOR 6 FREEZER BY KITCHEN EQUIPMENT SUPPLIER w2 -,')' X 2'-0" 15 is IS is C3 VERIFY) b WOOD PAINT WOOD PAINT _j 10 0 10 6 STORAGE ACCESS DOOR 7 DRIVE-UP Q.T FACT RB FACT 09 9--o- uj 1 SA 3 -6- X HM P&T H 11,01 PAINT 14 12 PROVIDE WIDE ANGI 6 4-0 10 10 1 io VIEWER 8 PREP FACT FACT 4) -0* RB 9' UJ UJI T -.A- 2 -6* X 6 8' WOOD WOOD PAINT is is is 1��_T - Z 8 19A — 10 L��,� io 4 9 STORAGE Q,T FACT 6' FACT 09 0 (19 671 9' _0" to Lp RB cc z 11A x 6'-8' WOOD 03 WOOD PAINT 6- 3 Q.T 0� 8. -0. 112 10 0 F F I C FAC FACT 104 1 10 0 T R B 40 12A 3 -0* X 6 -8- WOOD 3 WOOD PAINT 10 10 e 3 11 MEN Q.T FACT OT FACT CT FACT 8' 0" 4 -0- X S--4' (2) I I OUTSIDE STORAGE DOOR ISA c HM PAINT H M PAINT 12 Q,7 (VERIFY) CT FACT -0. 2 2 2 SEE TRASH ENCLOSURE PLAN WOMEN FACT OT FA.CT (D2 20 D. 61� I 13 HALL QT FACT 07 FACT C4) ' C!!) (117) 0 9, -0, - C7�) ff) I I fill, u 5; A A _7 * 0 DOOR NC ES : R OC)"M F I N I SH NATES : 1-3) AT ALL EXPOSED SURFACES OF COCLER AND FREE-?ER BOXES 7 PROVIDE FRP FINISH OVER 1/2" PLfWCOD SECURED TO SEE PAVING PLAN FOR TILE PATTERN COOLER/FREEZER WITH SHEET METAL SCREWS ADJUST (D _ PROVIDE SINGLE STOP FOR OUT SWINGING DOOR ONL'� PROVIDE PLASTIC LAMINATE COUNTER & BACKSPLASH ADJACENT WALLS FOR ALIGNMENT REQUIRED FOR FINISHES TO BE CONTINUOUS PROVIDE GRADE OF PLYWOOD THAT IS PROVIDE A7 DOOR HEAD IN COLOR TO MATCH ALUMINUM) (!D PREFINISHED 'HALL PANEL WAINSCOT - FACTOR'-( FINISH ADEQUATE FOR RECEIVIN' GLUE APPLICATIONS OF FRP FINISH SIGN WITH "EXT THIS DOOR -0 REMAIN UNLOCKED DURING HOURS THE S;GN 'SHALL BE IN LETTERS NOT LESS ZEE INTERIOR ELEVATIONS FOR LOCATIONS DWARF STUD WALL ABOVE BUSINESS H ('4) WALL VINYL - FACTORY FINISH SEE INTERIOR ELEVATIONS SAME MANNER REEZER. COOLER TO CEILING L'NE IN THAN 11' HIGH ON A CONTRASTING BACKGROUND LL_ FOR LOCATIONS1140 PROVIDE PLASTIC LAMINATE COUNTER AND BACKSPLASH (J) PROVIDE PLASTIC LAMINATE BOTH SIDES OF DOOR COLOR 70 FINISH CABINET DOORS AND FACE-PLASTIC LAMINATE FINISH BE SELECTED BY INTERIOR DESIGN CONSULTANT C5) GENERAL: VERIFY ALL INTERIOR FINISHES PAINT COLORS AND PREFINISHED COLOR SELECTIONS WITH ARHITEC7 AND INTERIOR Lli DESIGN CONSULTANT -5) CERAMIC TILES To RECEIVE 2 COATS OF CLEAR SILICONE -E-- Z GROUT SEALER AS gEQUIRED 70 COMPLE-EL. ( SEAL FLOOR AND 0 60 SEE REFLECTED CEILi,-4r. PLAN WALL TILES AND GROUT0 z (2) WOOD TRIM BOARDS VERIFY FINISH WITH INTERIOR DESIGN It) PROVIDE RUBBER BASE AT ALL CASEWORK AND STAINLESS CIO 0 CONSULTANT STEEL KITCHEN EQUIPMENT 0 80 SEE KITCHEN EQUIPMENT CONSULTANTS DRAWINGS FOR t7) SUSPENDED ACOUSTICAL CEILING TILE FACTORY FINISH L E S D COR SI ()f FINSIHES AT SALES COUNTER AND BEVERAGE COUNTER W(JGYPSUM BOARD SCFF T - PAINT (L 09 FIBERGLASS REINFORCED PANELS iFRP) FACTOR� FINISH g i SEE INTERIOR ELEVATIONS FOR LOCATIONS CS SUSPENDED ACOUSTICAL CEILING TILE - VIN 0L FACED jNIT,, Q FACTORY FINIS;i V 7-7- CO-) PROVIDE ALL RUBBER BASE AS SHOWN ON KITCHEN EQUIPMENT DRAWINGS G (PSUM BOARD ENAMEL FINISH SEE ALSO KITCHEN EQUIPMENT DRAWINGS FOR FINISHES 2 I) BROKEN FACED CONCRETE BLOCK WITH 2 REVEALS AND EQUIPMENT ALUMINUM STOREFRONT - STUCCO lEIFS, FINISH SYS7E,10 6-2) PROVIDE STAINLESS STEEL SILL AND WAINSCOT BELOW SEE ALSO EXTERIOR ='INiSH SCHEDULE DRIVE -UP WINDOW BY WINDOW WIDTH 22 PROVIDE CERAMIC TILE FACTORY FINISH AT WINDOW SILLS TGL 2 SHELVING 70 BE MELAMINE FINISH WITH PREFINISHED v J EDGE STRIP EXPOSED SURFACES OF SUPPORTS CABINET (n DOORS AND TRIM TO RECEIVE PLASTIC LAMINA -E FINISH F E R E N C B 0 LS cc 1 71 STYLE 'ASTYLE B" STYLE C Alk ALUMINUM RECITE FLUSH WOOD FLUSH HOLLOW METAL BUILDING SECTION BSECT NI C 7 SHEET ON WHICH SECT OCCURS UJI %n __j -A WALL SECTION SECT NO A B B R E V I A "F 10 N "S � 4-1 V ul q SHEET ON WHICH § -9 SECT OCCURS !A BO BY OWNER '2 ETC DENOTES NUMBER OF COA7sw DETAIL SECTION SECT NO ci CONTROL JOINT 6 SHEET ON WHICH CONC CONCRETE SECT OCCURS CSH 'CONCRETE SURFACE HARDENER DS DOWNSPOUT SECT NO EN ENAMEL ca EXTERIOR ELEV Fc FLOOR DRAINZ W f SHEET ON WHICH4c FACT FACTORY _j w SECT OCCURS GIB GYPSUM BOARD T. D C:) fD ARROW INDICATES MET METAL U-1 �3 ELEV SHOWN PWc PL Y WOOD z _T_ F INTERIOR ELEV CIRCLE INDICATES SV SHEET VINYL u PLAN SYMBOL TGL TEMPERED GLASS __j SHEET ON WHICH CNJ LL (jjCn C ELEV OCCURS CT CERAMIC TILE 0 (\j QT QUARRY TILE 0 0 0 uj INT ELEV SYMBOL NO INDICATES ELEV HM HOLLOW METAL 00 ISHOWN ON PLAN KD KNOCK DOWN C'3 ALUM ALUMINUM RD RUBBER BASE NO INDICATES PLAS7 LAM PLASTIC LAMINATE INT ELEV SYMBOL (:10�_ ROOM NUMBER SUS ACOUST SUSPENDED ACOUSTICAL TILE WD WOOD GA GAUGE SHEET NO GALV GALVANIZED DOOR NO INDICATES FRP FIBERGLASS REINFORCE PANEL DOOR NUMBER (102 A 57 TYPE SIZE, ETC FLP, FLOOR SEE DOOR SCHED LETTER INDICATES DOOR 1 A B,C) WITHIN NOTE MARK " THUS MEANS APPLIED ON OVER OR 'N EACH ROOM MARK THUS, W/ MEANS WITH UPPer Soones FeyRd 1565o —NO INDICATES SUP 94-0225, MEC 95,0'1 7a SUP 95-0261 13 OF 71 HARDWARE (-.ROUP L 3 JUN I q "qqF MICROFILMED � � i ` i � i i � ili i i � ili i i � ili � i i � � li � I � fII f I � IIf i I � IIi i i � ili i i � Il1 � � I III � I I � III � I 1 rim- GLAIR 4MADE IN CNINA IN 7 ' i t � I 1 I � i -T-- 0 ( 1 + 1 1 N f t~ J I o EFS J � W I FINISH � r� < 1 (ST'JCCO) I I 3, 4 i I i zo 1 �-+ Ca cu I m RE','E .AL DETAIL 5 SCALE 3'- 1'-0* A /�--� QQ S S A D) EXT LIGHT FIXTURE Q I SEE ELECT DRAWINGS -- — t METAL FLASHING CAP j 1 � M ALR OFIN I I + I 2 TINU I I — T�p . 6, U Mt AL G TTER I Ll W T\ L1J ---{ ---- — ----- — z o LIJ TGL G G I L— t3 DOWN OUT I I L o L Q 3/ 4 TYP SEE t 13 (� t0 > 1 1/2 EIFS -- --� _ — G I ROUTER ,T L t0 lL U) F- VEE GROOVE t STUCCO) _ -T--T— BRCKEN-FACED CGNCRETEF ALUMINUM STOREFRONT BLOCK WITH 2' REVEALS SYSTEM NITH INSULATED 7 f GL.AZ'NG _ m faR IN '7 E L E VA 71 CN EXTERIOR BUILDING SIGNS 1, 4 '-t*-0 1 REVEAL DE I A I L PROV;DE BLOCK OUTS IN WA,L; —� FOR BUILDING SIGNS 5 SCALE' ?�� 1' 0' l , � SEE ALSG STRUCTURAL' UCTURAL DRAWINGS A\ _ VERIFY WITH SIGN SUPPLIER � FOR ACTUAL SIZE REQUIRED I W b r3 i -j L _ EXTERIOR `� + y� BUILDING I Z aTi METAL FLASHING CAP �\ SIGN \ w a , /// 3 do EX'ERIOR FINISH SCHEDULE — — — -- ---.—.-- 16; ' META ROOFING PREFINISHED 7TIll � MET L RO ING BROKEN FACED CONCRETE BLOFK AND REVEALS PAINT �� I CON INUOU yCONCRETE BLOCK , INSIDE —1 �IET L GU ER I Q I (� r TRASH ENLLOSURE? PAINTJI-- I � V ib�] I � m EIFS FINISH kSTUCCO) NTREGAL COLOR �-- — — — ----__ _ -- — — _ REVEAL OETAIL � z SOFFITS EIFS FINISH/STUCCO) (NTREGAL COLOR _— ---—" — — — SEE — W 3 METAL FLASHING CONTINUOUS 0 1 METAL GUTTER, METAL 00 W►`'SPOU T S PAINT HOLLOW METAL DOORS — AND FRAMES PAINT METAL CHANNELS AT REVEAL 3 I g 3 I '6� -- DETAIL S TF.ASH ENCLOSURE PAINT S E I F FIN SH -----, W 4. .6.. _-- '_- I I r~ StE ALSO SPE^'FICATIONS STUCCO) -�_ ,r (V T SCHEDULE T, a T t .1� I _ r I w F- k" (�1 EY ERIOR COLOR _.,HEOUL� V BE ROVIDED BY ARCHITE �' ---- REVEAL DETAIL SEE (?1 TGL TGL t _ 4� tW I o 1� J ! TGL tGL TGL — - — -- _ - — — - -- �_,-- - -- --1-- __. — _-- - — - - - -7— SHEET NO BROKEN- FACED CONCRETE ALUMINUM STOREFRONT SYSTEM ALUMINUM STOREFRONT SYSTEM BLOCK WITH 2" REVEALS WITH INSULATED GLAZING WITH INSULATED GLAZING I � EVAn ENTRY L T N _ E - ----- Upper Bmne%Ferry Rd. 15850 I ' SUP 94-012: MEC 95-017A t/�l' =t'. (a — SUP 95 0283 16 OF 71 2 1 JUN 1 MUCROFILMED � I { III I � III �� l � III � IIIIIII Illlllr + , � sl 1 III � I ► VIII � IIID � Ill � lla I VIII IIIIIII 1 mm- , '' � 4MADE 61 CF,IN IA IN I i - 3 4 - _ _ r - - - - - _ -- - - - - - - - - _ _ - - - - -T L L r Y w t s Gi W w rca Cc Ln Z I L b I I r- METAL FLASHING CAP USA I 16. OPEN i I CONT NUOU MET G U T T R I 2 ui UJI i les— ACCO REVEAL __ �) j£IFS FINISH C )SH z I � 5 DETAIL '14' REVEAL �� I• REVEAL DETAIL _ -_ 10 DETAIL DOWNSPOUT coD ZI 13, T.r - _ - - P � � W mi ILU = GUARD POST _ -__-- � 10 (C I SE 13• 1 A10 n- 0 i T SLAB --- O (1 11 1 f 0 METAL LADDER S SEE BROKEN FACED CONCRETE - I 10 BLOCK WITH 2 REVEALS ~ I t REAR ELEVATIONtn 65 uj_ A EXTERIOR BUILDING SIGN —� _4 TE 7 ', SHEESEE T NO 5 ` ( '" - - I -- EXT LIGHT FIXTURE -SEE ELECT DRAWINGS < b ; I 3 / I I �� i T PLATE /.' / \� / METAL FLASHING CAP 14-ALR OFING— -- -- > I m 51 l m CO ITINUC JS ME AL 162 GUi7R L � � � — ---- U) _ _ _ LLJ 3 I t2� EVEAL REVEAL 2DETAIL DETAIL REVEAL-' � _2 2 DETAIL IFS FINISH REVEAL I ` 4' 4 -_ ___t _ S T tJ C C 0 DETAIL I uj I 10 J 10/ _ �- C ui N I -- wLLJ W J o r.. I _ T SLAB GUARD POST 1 DRIVE UP GUARD POST SEF / i DRIVE UP BROKEN FACED CONCRETE DRIVE UP g WINDOW 13 1�1 WINDOW SE 113 -- SHEET N0. 1! �\.." BLOCK WITH 2 REVEALS WINDOW w - ALUMINUM STOREFRONT SYS,tEM i WITH INSULATED GLAZING f i I- 114 1 0 I �JPpc!r Bonnes Ferry Rd, 15850 r I 8L)P 94-0225, MEC 95-017q RUP 95-7283 17 OF 71 r 2 JJN 1 9 19'.3b M1�R FILMED I � III � I � + III � VIII I I � III � I III � I , I � , � � i VIII I I � I � I I VIII � IIIIIII I III � I I , IIIl11 1 - 0[.AW 4MADE IN CHINA IN 1 1. P -i (2) IMF , I + /BUILT JP ROOFING S. 8" ";'(P BO DRAFTSTOP OOD SHEATHING __ TO UNDERSIDE PLYW OF ROOF DECK VARIES --- _ `� (,� i l'�(�i "k ( I� '; VARIES WITH gqIT INSU TIO PE + _ PRE ENGINEERED ROOF �- I TRUSS-SEE STRUCTURAL 2X4'S AT "- —'-- c� SUSPENDED ACOUSTICAL READER SALES - CEILING S (STEM BOARD COUN BOARD ' • N 3 + •�- i SEE KES 2(� w EATING BAR , DRAWINGS 13� ui uj G, DINING SEE K E S \ WAITING - SALES_-- KITCHEN �� COOLER , - PREP STORAGE �„� z I --- - - DRAWINGS90 I L > 40 4• CONCRETE SLAB I I I I I SEE STRUCTURAL I I I __ I - T - __ - - —-..--- ----_---- --- -L I -------- --1- I -- ---- _- I ---1 --T �2" SAND OVER --------,�---------- ---- -__ ---- - �� VAPOR BARRIER 70 Q - c) - \6" COMPACTED , GRANULAR FILL Q SEE SPECIFICATIONS C B SECTION I (�B ) Lli I , METAL ROOFING \� PL {WOOD SHEATHINGT — _ LLJ I / BUILT UP ROOFING I Z - PLYWOOD SHEATHING ��. I O PRE- �INEERE.y / ROOF rRUSSES, I SEE TRUCTURAL \ NOTE APP' + ROOF INSULATION TO THE UNDERSIDE OF THE \ ROOF SHEATHING PER THE FOLLOWING RECIUIREMEN S I � BATT INSULA ION II l O i , _ __ �i , 1 INTERIOR ENVIRONMENT SMALL BE HEATED AND _ _ ------- - -- --_--_--_ - ---- LLI - 1 CONDITIONED IN ACCORDANCE WITH CODE _ - --- - _. Llj - - ---- ----- -� REOUIREMENT5 5/8" _ - - PRE-ENGINEERED ROOF L I / I PLYWOOD _ _ TRUSS-SEE STRUCTURAL _ ; OL Q I -2 LA{ERS GYP BD -� 2 THE INSULATION SHALL HAVE A ONE-PERM VAPOR - I TYPE X I c BARRIER � I - SUSPENDED ACOUSTICAL I Ca\ I'sui �"`� a s 2X6'5 AT EXTEND TOILET CEILING SYSTEM I 3 THE INSULATION SHALL BE MECHANICALLY HELD --i N 24" 0 C ROOM WAALLS AND N s 1 ca I IN PLACE r - GYPSUM BOARD GYPSUM _ TO UNDERSIDE OF PREPF- I I 4 THE INSULATION SHALL NOT BE INSTALLED UNTIL THE I BOARD ROOF SHEATHING MOISTURE CONTENT OF THE ROOF FRAMING MEMBERS �_ 9 col SHALL I #00 SHEATHING IS 15Z OR LESS A MOISTURE METER MEN ACOUSTICAL I SHALL BE USED TO DETERMINE THE MOISTURE CONTENT INSULATION I I IN THE PRESENCE OF THE BUILDING INSPECTOR A I 11 S CONCRETE DRIVE MINIMUM OF FOUR MEASUREMENTS SHALL BE TAKEN 4" CONCRETE SLAB z 1 I SEE STRUCTURAL i , 2" EAND OVER -- -- _ �.—.___ � � • I � VAPOR BARRIER . I B . S E I ON GRANNULARTFOLL i B B SECT 1 C N u, I b � a •- •. I SEE SPECIFICATIONS 1/ 4' =t -0" I U.�Q. � W QA � B � 113 I T PLATE BUILT UP ROOFING r eD I / PL (WOOD SHEATHING" �-- Ld BA INSUL,ATION �- - ---- - -- -- - ------- -T- - -- -- --- -- -- _. PRE-ENGINEERED ROOFui Z 1 . TRUSS-SEE STRUCTURAL i SUSPENDED ACOUSTICAL `.°I w CEILING SYSTEM I w I N ki co o co DINING - co _t I I 4- CONCRETE SLA[ SHEET NO 1 I SEE STRUCTURAL T . 5L.AB. -- I 2" SAND OVER VAPOR BARRIER _ 6" ANULAR FI LL �\ @ SECT ®N ( BLIP BOoneeF9rry E Isero SEEN 1 (� I I BLIP 94.0225,MEC 98 0178 SPECIFICATIONS BIP 95-0283 18 OF 71 y f JUN 13 1995 CRFILMED41 , IILII ! � VIII � II ! IIII 1 ji6l III IIIIII11 1 F7�t II �[�B MADE IM GNMNA IN 1. i - I "T ,z _ GRI 3 i u � TOP. PLATE � Ir -- -- METAL FLASHING CAP TOP;PLATE METAL FLASHING CAP a METAL WALL —_-. METAL WALL - - -' 1 � / FLASHING FLASHING PL WOOD CRICKET T , TO DRAIN SEE PL (WOOD CRICKS Q TO DRAIN SEE METAL ROOFING ��'/ / ROOF PLANMETAL ROOFIN;;� / ROOF PLAN }, �► 8 PL Y WOOD \ -\ _ BUILT - UP 5/8" PLYWOOD, ' ' `\ Wr \ �.` ROOFING m �� BUILT NUP }' 3 ROOFING t I CONTINUOUS ,� 1%"2 PLYWOOD 5. 8" PLYWOOD \ I CON INUOUScle T �•� 1/2 ' PL r'rv00D � ,,, w ' 5/8` PLYWOOD I L z I ME��iL GUTTER �� \I ' `�� I METAL. GUTTER � �� I I / PRE -ENGINEERED _--_ - i' PRE ENG!N �R� `o E.. ED C0 co to z PRE MANUFACTURED PRE -MANUFACTURED I ROOF TRUSSES - '^ __ ! ROOF TRUSSES aD SEE STRUCTURAL C�(jj ( ' -' SEE STRUCTJRAL 0J ` ./ u u I - 1 , 2' PLYWOOD BA SUL N( R-30 _ I 1 .'2 PLYWOOD � 2 BATT 1NSULA�I�IN I - ) '' � . t 16 3X8 P T PLATE I � - SEE STRUCTURAL ^XS P T PLATE \` .. lV S A PLYWOC N 1 2 1/2 ' _- \ SEE STRUCTURAL `\ FOR ANCHOR BOLT D - --_._-- --_- PL (WOOD _ �� FOR ANCHOR BOLT n 1 Q ACING ACING I1 IL I1 t 16 STUCCO < - _ 2 I FINISH � II EIFS t SYSTEM) _ - — II IFS 8' X84 16 FINISH -- - I _ SYSTEMS _ _-_ ---- _ ----_ --_-__- - I 8. X8"X16 CONCRETE BLOCK } CONCRETE BLOCK If I �GYPSUM SOFF;T 1 1' 2 I 2X4 SOFFIT --- c9 1 1/2" \, LLJ 1 I R �� LL BOA D FRAMING A G rPSUM SOFFIT 16 STUCCO EIFS) -- "777 4' CC BOARD t (1� I � FINISH SYSTEM - -- I 16 � W I a GYPSUM BOARD 4O z � r 2 = cQ STUCCO EIFS) / — -- aD O t 1SUSPENDED 0 10 �1 FINISH SYSTEM 7 S. � L7 _ _--- -_—_ , / � ' C5 t ACOUSTICAL S. 10 ,' CEILING VARIES LL1 ui CEILING TILE CL 0 REVEAL 2 (I- DETAIL DETAIL o I � � t � � t NOTE P T I --- -- 0 PROVIDE DRAFT 2X4 2 I NOTE : PROVIDE CRAFT CD ~ ' I STOPS IN MANSARD ALUMINUM I STOPS IN MANSARD I AREA SO AS NOT TO �. I STOREFRONT SYSTEM AREA SO AS NOT TO EXCEED 60' -0' IN EXCEED O u' -0" IN u' N HORIZONTAL DIMEN&O0 " ! 1 - INSULATED HORIZONTAL DIMENSION t i �LAZING- - t I Iowc � B t I I I 1 - 10 Lu 'Jdc z I I � cc W J H N I TRUCTURA! SEE S _ — I a SEE STRUCTURAL e, I FOR CONCRETE BLOCK I FOR CONCRETE BLOCK REINFORCING REINFORCING t PRE -FINISHED WALL - PRE -FINISHED WALL i©X8EN --ED PANEL OVER G (PSUM 10X8X16 �- --- - -- - PANE' OVER GYP M I BROKEN FACED � SU L , I CONCRETE BLOCK - BACKER BOARD BROKEN FACED BACKER BCARD m CONCRE-E BLOCK z I 14 -COURSES) - cv (.4 COURSES cc _ Z 8X2X16 - `'' 8X2X16 CONCRETE BLOCKi - I � (3 COURSES. �---- I 4 CONCRETE SLAB CONCRETE BLOCK f- E 3 -COURSS , 4 CONCRETE SLAB v SEE STRUCTURAL SE E Si RUC URAL W CONCRETE SIDEWALK FOR REINFORCING CONCRETE SIDEWALK FOR REINFORCING I TOP/SLAB I SLOPE TO DRAIN TOP/SLAB SLOPE TO DRAIN II.- J N uj Q ►w_ N t — ----- ----- — — ----- =1— �:_ __---: W t. _- _ - —_----_-- -- - — — c C3_t: t� ,f I PE,1RIMETER SLAB PERIMETER SLAB INSULATION X 2 0' WIDE !NSULATION X 2' 0' WIDE SWET NO I �FGOTIN'G SEE -- - FOOTING SEE I STRUCTURAL STRUCTURAL I 1 l �---- UGpR+.7o! ee±� Ferry Rd 15e5G —Q 1 .. s 1 . ,. \ � / 1 WA L L S' C T 10N I BUP g4-r 72, MEC b5 01 �7q C.� a I AUP m,0293 19 OF 71 2 - - - - - - _ _. - - - - - - - - - - - - - - - - - - - _ _ _ _ - - - - - 1 JUN 1 ` j5 I � � � Il � i I � I � I I IlliIi l IlIIII , I IIMICROFILMED X1111 11111 Jill l 111111111111 MADS IN V 11,61 III 1' ' ' 11 111 - 1 FMM- GLAW 4 CHVNA 2 3 (GRIO -f-6-7, j i I cv METAL FLASHING; CAP LlrI ./�f METAL WALL d � FLASHING M�j FIBREA'` > I METAL ROOF i NG.. / � � / < METAL ROOFING i�� PL WOOD SHEATHING +,,, i i 5,'8- PLYWOOD 5/8" PLYWOOD ` 4_0+ OD -� , / BUILT -UP ROOTING• ,�. x 1/2" /2.. PL Y W00D y _— ' �""\ ,—�� W t CONTINUOUS I CONTINUOUS V z I METAL uuTTcR �/ PRE MIETAL GUTTER ' .� \ ! u I � RE ENGINEER =a � � �///' PRE ENGINEERED--- � �� .. � � � ; ( CD � z PRE -MANUFACTURED // �, �� l .- .� / PREMANUFACTJRED J t ;� , ROOF TRUSSE ,/� ROOF TRUSSES TTI LATI N t -3 m > I SEE STRUCTURAL 1 / �_-- t � `- � ,� -- — SEE S RUCTURAL t j; 1/2" PL f WOOD t 2 LAYERS B E--A 1�- _~-� I 3X8 P7 PLATE fF7un4n�TYPE X - SEE STRUCTUR -,_ � �--� 1i2" SEE STRUCTURAL YBOARPLYWOOD \ '- `� ��,_ FOR ANCHOR BOLT \ � GYP D 1-- ch Pr ,115� j �_ S�'A C I N G Q i `�' STUCCO � — — ---- - _, �.' S U-CO 2 EIFS I BATT INSULATION R -30 ) (EIFS _ I t FINISHI --- ---------- - FINISH i � 7 SYSTEM) �- II1 84 84 16 r--_—T-- _ - - — - — — SYSTEM) - - — CONCRETE BLOCK (Y 1 1/2" ILLJ LL t , 2 LA'S'ERS �� "' GYPSUM SOFFIT -- —� _— - t TYPE X GYPSUM _1 BOARD �_ (� SEE DET t;' 16 SIM w � SOFFI �T 9OARD I FOR EDGE , NO VENTI z 3 2 LA (ERS GYP BID Xi ___—_---__._-- -- O --� I REVEAL 2-- / 0 Z DETAILSUSPE":CED ACOUSTICAL O t I � �.EIL!NG TILE VIN (L FACED5, 10 LLJ w CL 0 STUCCO l EIFS LA_ 8 + FINISH S (STEM) Ckf NOTE PROVIDE DRAFT STOPS IN MANSARD I AREA SO AS NOT TO q GYPSUM BOARD AT r HEAD AND JAMB t EXCEED 60' 0" IN I 1 HORIZCNTAL DIMENSION I �I I W cet i SLIDING T (PE - ` I STAINLESS STEEL SILL � � L DRIVE UP WINDOW / w b s f (A � v 1Zy W � < A 4: r I do ` I ©XSX '6 - - STAINLESS STEEL WAINSCOT BEL�WI I BRCKEN FACED I DRIVE -UP WINDOW BY WINDOW WIDTH TO FINISH FLOOR CONCRETE DRIVE CONCRETE BLOCK l — I � � I SLOPE TC - Z w DRAIN 8X2X '6 -- _ CONCRETE BLOCK I ~ CONCRETE SLABv w SEE STRUCTURAL ; w cn - CONCRETE SIDEWALK FOR REINFORCING '- It TOP/SLAB TOP/SLAB SLOPE TO DRAIN I w <r W (V 0 1� I I TPERIME71ER SLAB INSULA;10N X 2 0` WIDE `-� t � SHEET NO j I FOOTING -SEE 4 —STRUCTURAL t 2 oonINALL SECS CN _ 1 _� VI�A � L iEC CTION Upper Be Ferry Rd 1565r) 1 " 1 0" 0" I BUP 94-0725, MEC 95 0178 9 ` — BUd 95-0243 20 OF 71 2 JUN 1 3 :li,35 '4� RQF��.M �D r�r C 4111111 11111 11111 1111111 11111 � II I Iltll 111th 11111 I1111111I 111111 1111111 , 1 iRltOt-- U[.MS MADE IN CHINA IN 415 I i t Z 1 3 4 5 1 -- '"- Y I DOOR SEE SCHEDULE 1' INSULATED GLAZING T----- SUaP Ar. IIOUS ii - WEATHER STRIPPING 1' INSULATED CEILING TILE ALUMINIUM THRESHOLD _ 4"X 4 1/2' ALUMINUM GLAZING I STOREFRONT SYSTEM SET IN MASTIC SET IN MASTIC 2' X 4 1/2' ALUM 8.X 8.X ,6. .,\ �- g. 0. FLOOR FINISH-SEE _ _ - - _ I j' FLOOR FINISH SEE STOREFRONT SYSTEM " CONC BLOCK .-7 -- .. ��____ ROOM FIN SCHEDULE - ROOM FIN SCHEDULE ' I ROD & SEALANT _- 1-------- ---- ---- - --- - 1 EIFS FINISH, I t- - -- WOOD FRAMING R 00 h _ � o o u, i VERIFY WALL THICKNESS I J• 1 ' I SEALANT I < .'GYPSUM BOARD ► FLASHING -� \ \ \ co �, 1 \ W Z -- WOOD CASING i CONCRETE SLAB- \� CONCRETE SLAB 1" - —� `--T_ SEE STRUCT SEE STRUCT GYPSUM BD II WOOD FRAME CONCRETE WALK I ' 2' X 4 1/2' ALUM W u+ IIS- DOOR SLOPE TO DRAIN CONCRETE WALK STOREFRONT SYSTEM L �� SLOPE TO DRAIN I U SEE SCHEDULE 1' INSUL GLAZING L -- -1 - --- - - -- -------- 1 - - - o -- ------ - - -------- -- -- Ia,. m � 'S DOOR HEAD / JAMB 2 DOOR THRESHOLD g —STOREFRONT SILL _ 6 VERTICAL MULLION 3 STOREFRONT WINDOW HEAD USA �.� 10 SCALE 3'= 1 0' 1p / SCALE 3% 1'-0' 1p SCALE: 3'- V-0" 1p i SCALE 3'= 1' 0' A 1' s� -- GYPSUM BD Ck!f FRI UJI 2 SOFFIT FRAMING- Lid CONC BLOCK - 8'X 8'X 16' 12X4'5 AT 24' 0 C SEE STRUC Z o E 1' INSULATED CONC BLOCK \ Q SINGL: GLAZING N _ ___._ EIFS !NISN I ----}------- TRANSOM PANEGLAZING I O Z I L ABOVE DOOR EIFS FINISH,- �.,\ \ ,m 0 I p o I o � I (STUCCO) (J �\ o ( �----- 2' X 4 1/2' ALUM ROD & o U3 �j �C R00 &ALANT ____ _8..6» + � � I STOREFRONT SYSTEM --- �:' X 4 1/2' ALUM SEALANT — \ p 3 - - - ST OREFRQNT SYSTEM F \ 8'-6' ILS _ASKING �_ LASHING -_�� -.` —_� - - - - - -- '- GYPSJM BO F �__ ,-_ ALUMINUM �" I- in -- GYPSUM BID Q �— HOLLOW METAL FRAME HOLLOW METAL FRAME ,—t ENTRANCE DOOR o ��___ 2' X 4 1/2' ALUM GROUT SOLID _ S 3i � � SOLID GROUT _ ,riLSEALANT STOREFRONT SYSTEM -- ---- DOOR SEE SCHEDULE ---- LINE OF REVEAL BEYOND �— 1' INSUL GLAZING 10-X 8'1 16• BROKEN FACE CONC BLOCK in •* 14 DOOR HEAD(JAMB 11 DOOR JAMB 1p SCALE 3'= IIA' 1p SCALE 3'- 1' 0• 8 ` STOREFRONT DOOR HEAD 5 HORIZONTAL MULLION 2 , STOREFRONT NII�ICCW HEAD 10 SCALE 3'= 1' 0' 10 SCALE 3'= 1' 0' 1p SCALE 3' 1' 0' W U < ALUMINUM _ 2' X 4 1/2' ALUM W ---------- 1' INSUL GLAZING U- ENTRANCE DOOR /-- STOREFRONT SYSTEM - , 2' X 4 1/2' ALUM --- 1 - --- SEALANT b R00 STOREFRONT SYSTEM 1' INSUL GLAZING _ ALUMINUM / SEALANT 6 ROD / EIFS FINISH STUCCO) _ 6_NTRANCE DOOR I 1" INSULATED / EIFS FINISH (STUCCO) STOREFRONT SYSTEM - ALUMINUM THRESHOLD GLAZING TILE SILL% m SCT IN MASTIC - --- �— _ —" ------ FLOOR FINISH-SEE 2' X 4 1/2' ALUM ; SEALANT 0 STOREFRONT SYSTEM ( % ROD ____ p `. ROOM FIN SCHEDULE � iX4 WD Z --- l_ -- - \ TRIM BO cn o ---- - ----- ----- o I o2S J \ / I u; C 1 Q _ - ___-' o BROKEN FACE04 - -- __ PREF!NISHED W Q W � i \�\ _ ' Q rte,, _ CONCRETE SLAB- � - — �\ CONC BLOCK WALL PANEL o� �� SEE STRUCT — \ \ CONCRETE WALK ----� 8'X 8'X 16' CONC BLOCK ' ' SLOPE TO DRAIN GYPSUM BD � ALUMINUM - � 8'X 2'X 16' 1 � -' _® ENTRANCE DOOR C \\ 8X 8X 16 CONC BLOCK SOLID BLOCK �� SHEET N GYPSUM BD ---- ------- .__.��,_-- - ------ --- --- \� �. - i 10 -- ,NE OF IND 'RIM BELOW GYPSUM BO LINE OF WO TRIM, BELOW �-- TILE SILL BELOW q 13 STOREFRONT DOOR JAMB 10 ENTRANCE DOOR THRESHOLD 7 DOOR / WINDOW JAMB 4 STOREFRONT WINDOW JAMB 1 ST�DREFRONT WINDOW SILL 10 SCALE 3'= ' 0' SCALE 3'- 0' ___ - 1 10 10 SC E 3'- 1 -0' 10 SCALE Y : 1 0' UPPerBoones Ferry Rd., 15850 1 SCALE 3'-= 1 � � --�— BUP 94-4225,MEC 95.01711 , BUP 95.0283 21 OF 71 -- 2 JUN 1 :iP.) Mil R FILMED IIIIIII hill I VIII I IIIIIII VIII 1 11 li Milli I VIII f VIII I Illll � l 1611 , II IIIIIII 1 - I 4 MADE IN CNtNA IN 1 i 23 T. — — — — — — — — — — — — — — — — — — — — — FIXTURE SCHEDULE NOTES A 2X4 RECESSED FLUORESCENT WITH PARABOLIC LENS 1 VERIFY EXACT LOCATION OF LIGHT FIXTURES 'N DINING, AREAS WITH FIXED SEATING ON KITCHEN DRAWINGS B 1X4 SURFACE MOUNTED FLUORESCENT C RECCSSEn FLUURESCENT FIXTURE 2 FOR LATERAL B.iACING OF SUSPENDED CEILING SYSTEM FF` E DETAIL 3 13 �.. l l 0 2X4 RECESSED FLUORESCENT E V 1 i 3 WRAP G �PSUM BOARD UP SIDES OF ACCESS OPENING AT BOTTOM OF ROOF TRUSSES �. I I 1 1X� RECESSED FLUORESCENT WITH PARABOLIC LENS _ 1 j I FRECESSED EMERGENCY FIXTURE I I j G RECESSED HIGH PRESSURE SODIUM FIXTURE G ( ` 1 I H DECORATIVE WALL FIXTURE BY OWNER I (n W ~ J � 1 .-. .� V VENDOR FURNISHEO FIXTURES I VERIFY WITH COOLER/ ... ., I 0 .4.0 FREEZER MANUFACTURERii uj X EXIT F XTURE n i rt:; F.0•, ,,�^ •,• I fir ' 3 Jc cc -`� -----—---- — W CIO ca Z go .. . ... ................... ....... ..._... r FC -1i l G I G G I -- - -._. _- --- I G — — — I — _ _ --- — USA A 77 -1 II —. D -- D �= I �. � n � OB ----------- -- — - T 0 CC )rMELAMINE" II I I I ,� II r- I-i' I I - I I IL _ I P I I - t -- C -- 2 I i t PEW DRS ABOVE II it IL - r I T I � III II l y I I I --.-� III I I H `l G r- I- I X3' FREEbCR (l I I I _ I F- - III ._ 1 IIS I I I I l _ - I I ( G YPSUM m _ II Ir I , _ltl _ I I I BOARD C __ - - - - L ._ I L I - _ - ALIGN W; LOW 'r { <r I 'I —T (-� — II -- ��WALL BELOW p O �1J FACTORY xo /I p II q-I`��II I 1 1 GCEILING / 1 IUSPENCED A OUSTI AL II _I ® �.1.�I p I — Z - - r (�� - I M SOFFIT BOARD 0 O x I C� (2)-'MlLAMIN� I I I I I III — CD y I� I I _r � I ONTINUOUS SCRE;NEO VENT \ I PF% flR5 _OVE I I I - I- III / C _ Cn \I `�G �E!FS NISH) I Z X2' FREE R I J - J I 11 0 r- - A.� I III A A Z- OPEN — z — 1 Cil- - ^ -- I I IIGYpSUM I C' Lij 13 I I V — FACTORY I F I I CEILING I XH�U.f,T 1- 9P_NQ _� C --� III 0 RO I W tom- I UC I I I ADE I l _ i I III I—� �? / -SOFFIT ACCESS ?ANEL �- Q r 8 I METAL L I V .1= R -I I 'I I I III 1l j LADDER p I - I I - I(I4_ l�) 13 I '� 4 I - � -_I�I _ � f I S>_I S(� OED I I —_ _ � � _ III - C � 5 0 G m I ' ACOW TICAL - �' III (� H(_ -- GYPSUM SOFFIT BOARD --� (- C€IL!J G TIL -_r 0 1 I I` f A I CONTINUOUS SCREENED VENT I a D D Lo � --I� _ I I ( 494 STUCCO IEIFS FINISH) ---� y III E _ TYP 13 N I rn - - _ - - z 1 RAAF STOP INLj" ON AT 0 AB VE-- III I l SOFFIT ACCESS PANEL _ p �� Q -�. OOF ECK A OVEI / -- —r-- I, — , III C p G I I - - I II = III / 1( m �I I I II � � I I i clic � O A ALAJ rr 11 — - - G� B L C ( I - - - - -- __�__ ;YPSUM aOARD __ \ A - � _ - I -- --- "' I - I � T•- I � V Z M_ - w ~ _ --C - C =_- C � C C C --- ` 1 -ALIGN AMB �- . � «� �• -; � � -_ - I I C -_ I� -- -- 1 - --- I I m (0 BOARD GYPSUM — — G H 7 I -- MANSARD ROOF --- ------_---- --- I -- -- --- - -- -- --- -_- I -..-.-.-. - ------- -- '� H�l zATT ( � G TYPIC DRAFTSTOP ,I -- -- Q I I G G G G I p o I c�� 0 G G Ic�) I I I�� (� I �� _J GYPSUM SOFFIT BOARD _ . _ _ I I �� — - ---- — - - -- - �� _- — --A �- I Ili Z - G j SOFFIT ❑ -_ __—__._ ❑ SOFFIT .� SUPPER Lu W w SUPPER CONTINUOUS SCF.�ENED VENT I - -iLli OPENING ACCESS l —` - _ ACCESS OPENING I Q ' PANEL __ �j t Q. U C) P� I PANEL STUCCO IEIFS FIN,�H7 -__ i _ _ j I i � I I I (\ z SHEET NO I R � � CTPLAN ED 1� I UPP 9 -02254 ferry Rl 15854 CEILING P L A '`I SUP 94-0725, MEC 95_01.,a 1% �.. s � , -�,-- I r'1 I V I BUP 95-0283 22 OF 71 —' L J r JUN 1 ,3 :16b MICROFILMED I , I ; IIIl � lll I lull I Illi ! � Ililf I IIIIIII I VIII IIIII � I 1 I F1�Jt— zI Cl1.AeB 4MADIE ►M � CHINA IN i 3 4 c T 1W A L L V I N r L i (WOOD TRIM F----PREFINISHED 'HALL PANEL WAINSCOT QUARRY TILE BASE. _j rim 1/1 4-t z 4 , e4 ce 1/4' 1 -0 cc Lp un r ao ALJMINUM 13 READER BOARD L", STOREFRONT vlI-H I E — - - :NSULA'ED GLAZING LJ S A 4" BACKSPLASH 3 0' MIRROR < LINE CF WALL A 7 'BEN'S W WALL VINYL 4�-WALL VINYL 3' 0' LONG GRAB BAR ` - ) IL FRP WALL SEE DRIVE UP WALL I WOOD TRIM VINYL PANELS WINDOW El ENATION U-) BEYOND BEVERAGE COUNTER I SEE K E S ---PREFINISHE�n WALL PANEL DRAWINGS WAiNSCOT A-QUARRY TILE BASE A 77 MEN'S OPP HAND IRUBBER BASE QUARRY TILE BASE QUARRY TILE BASE Z z z 12 / 3 \ 0 0 1/4" 1' 0 IJ 0 00 LIJ 1/4- - V-0' W_- ft� Lli 0 OL Q GYPSUM BOARD SOFFIT SHELVING AS REQUIRED 70 611DE CONDUIT 3/4 ' PLYWOOD 4 OVER 2X4 13, FRAMING GYPSUM BCARD WALL WALL /VINYL ALOMINuM STORE 'RONT /VINYL SE TIONS WITH WOOD I TGL TGL INSULATED GI-A' WOOD SUPPORTS FRIM TRIM (n --------- ELECTRICAL PANELTGL TGL 4' 0 REFINISHED WALL PANEL ----PREFI NI SHED NALL PANEL -7 WAINSCOT I TGL TGL WAINSCOT RUBBER RUBBER BAS-T BASE I DUARRY TILE BASE MJARRI -ILE BASE uj Fs _j X u c f , vs z 'A I I- L" I k 4_q li 12 12 \ 1/4" 1' -0'* 1/4" 1'..0` STORAGE SHELVING F-INISHES. MELAMINE" SHELVING WITH PREMANUFACTURED EDGE FINISH ALL EXPOSED SURFACES OF 2X2 SUPPORTS TO CID RECEIVE PLASTIC LAMINATE UJI 3/4 SCRIBE STRIP FINISH CABINET DOORS/ ADJUSTABLE SHELVES 4 " 4 � 1 FACET RECEIVE PLASTIC LAMINATE FINISH MELAMINE- FINISH ALL SURFACES ui ALAMiNE' ALL INT - 1B0 DEG CONCEALED HINGES 7'(PICAL EXT SURFACES (A) T ' -l A ALUVINUM STOREFRONT SHELVING Lu VINYL SEC I'ICNS WITH Ll ,F ADJUSTABLE SHELVES FE 0 FRT` %NALL TGL G TGL 3/4- PLYWOOD INSU-ATED GLA WOOD < L ZI;G Ltj WOOD c*j NO I SHELVES 11 4"12' O'l 4 RIM PANELING OVER 2X4 ZIN TO LLA ,j) 12" 13/4' FRAMING F_* MELAMINE VES STAINLESS TGL H eq W/ STANDARDS h (A) 'STEEL CAP 2/2 SUPPORTS FI BRACKETS AND PACE G 8 0 I ,, 4' 0 AT SERVICE PREFI,NISHED WALL PANEL OPEN - — SINK WAINSCOT—.----- RB �R N6TE PROVIDE LOCKABLE UNIFORM it�JSBER BASE POLE BER , \\ I CABINET WITH LOCKABLE BASE QUARRY TILE BASSI SHEET NO COFFEE STORAGE ABOVE 12 12 ) 12 12 RUB MI EE 177 ,7707 114* 1 0" 1/4 1/4" V-0' 1/ 4- v 1 Upmf emnes Ferry Rd, 15650 8UP 94-022S,Mp,95-0178 RUP 95-0263 23 OF 71 1�0_m _LL j JUN .1 3 lq95 ' � � lllil fell � lilll � lilllil Ifill �MICROFILMED Mil l 1 11011111 �111111 11111 CHINA 1 Ff�— 4MADE IN N 61 I 1 f T_ 2 1. 3 4 S VER F'i WALL MATERIAL N 6 0 ANCIHORAGE CONDITION 3 0 STABILIZER BAR BE"WEEN (- SPACE - _ PROVIDE 2X1 _ _-----__ — - T ALL. MEMBERS A7 PERIME-'ER COUNTERS_OPE HANGERS IF LADDER 6" FLAT BAR CLIP AT _ E THAN ' 6 OOT OF PLUMB i ADDITIONAL HANGERS AT ALL FRAN WALL4' 0MEMBERS WITHIN 8' OF PERIMERER SECURE AL . HANGERS TO '� 0 C WELD C — -�L07 TO SIDE RAILS 010 SCREW E(E -MIN) T(P BUILDING STRUCTURE BEND CLIP AND I PAINT SOLD `BUILDING STRUCTURE TRAPEZE DUCTWORK AND ALL SPLICES SECURE AT WALL COLOR TRAFFIC 6 OTHER LARGE OBSTRUCTIONS CONNECTIONS 6 WHITE --- 3/11 RADIUS SHALL HAVE --�; - - ` I LANDSCAPING SMOOTH �"� PAINT BLOCK / TRANSITIONS � �8 8 E rC1 STYLE LETTcRS HOT MIXED '� LATERA BRAC NG J J AND SHALL BE = _ _ -- -- -__ - r ______ __. o T �, (SEE OTEi 1 W1 SOLID COLOR — ------ ;1 �+SPHAL FREE OF BURRS 3: 4" 0 C RUNGS ' T 12. --- -_-- TRAFFIC WHITE �% PAVING AND SHARP 0 C GRILL SiOE - CENTER WORD --. DGES RAILS � EXTEND RUNGS ON ARROW � � �.-_---------- ® T H R,U AND WELD _____ _ - -- - - *�.+ > r ( MAIN RUINERS AT 4' 0' 0 C V BEND SIDE 2" X 1/4" `D —. CONIC CURB 8' MAX SUPPORT WITH #12 WORE AT 48'OC ! RAILS T ^._ FLAT BAR RAILS WITH -4 BARS I •� 3 ANG' E O - CON � TOP P, ! r CROSS RUNNERS- � .1. � FLOOR AND ® BGTTGM I FIT BETWEEN 4' 0' 4' 0, U U j SECURE WITH PAINT L,4DDER *�-- -- MAIN RUNNERS -j ---� L., m Cri 1/2" ROUND a ENAMEL /2C u� l I _6'_3' ___ _ 12'-0' OC EA WA( -- a KWIK BGLTS I _ 00 MAI LATERAL BRACING AT 12'-0' EACH WAt, L--.— S MAIN RUNNER TO STRUC'URE BEGIN _ - - BRACING WITHIN 4' 0' OF PERIMETER \ DOW AND 2'-0' FROM CROSS MEMBER 11 LADDER DETAIL /5 DRIVE -UP DIRECTION ARROW CURB DTAIL 3 TrP SUSPENDED CEILING USA 13 SCALE 1 1/2'= 1. 0' 13 SCALE; 1/2'- Y-0' (-D . � SCALE 1 1/2'- 1'-0' 13 SCALE N T S �� Q i I � 6' 0 SEE SITE PLAN AND SPECIFICATIONS W -- --- - - -- - -- -- FOR FINISH A'' SIDEWALK AND CURB U- 8 8 -� 1 1 1 W PAINT SOLID _611 W ao COLOR TRAFFIC / - , 3/a" RADIUS j - -- � 0 Go WHITE _ _ \ � SUSPENDED Z` GYP BD ACOUSTICAL O L HOT MIXED ► 1L11_11 PLATFORM: 1/4" THICK - I � O STEf� CEILING iTYP) 0 EL PLATE WITH r--- �-_ - w PAVING SHEATHING ASPHALT . PWG HT1 (If W MEDIUM SAFET'r (� PATTERN `y PAINT BLOCK -5 4„ CONC WALK - m MENU BOARD SIGN — 1� ' LI p m c'V ( fl STYLE LETTERS d � W/ SOLID COLOR CONIC CURB ALIGN TOP W/ WC FRAMING METAL TRAFFIC WHITE WI-H M4 BARS AT 24' OC FLASHINf:i MOP- IN P TQ 3 0 CENTER WORD CONT TOP & CLOSET 'NALL BEYOND � � CAP 2X6 PLA1 E �- - __ -- -� / ON ARROW BOTTOM - ,� —GYP BD 0 ME , AL 'NALL FLASHING WITH HEMMED - DRIP 8 2 X RAMING- -- ------� ° I 1/2. — 6 EXIT ONLY ARROW CURB ,,,, SIDEWALK DETAIL 2 DROP WALL —1-- PLYWOOD i 13 SCALE: 1/2'- Y-0' 11 _ SCALE 1 1�2'- Y-0' SCALE 1 1/2'= 1' 0' Ls _ I --- ---- dc s y .yy.I.I V � CAGE FRAME ------ 1' SQUARE TUBING NITH T__ •9 X 3/, 4' EXPANDED METAL OVER PROVIDE TUBE STEEL 1 6 HE \VY DUTY HINGES AND PADLOCK HA:,--P i I ( DOWNSPOUT > m APPLY SEALANT I W __J ---------.---------__ .. - ______ PAINT SOLID COLOR I _ I AROUND OPENING, _j Q o cD TRAFFIC WHITE ( I W '` --�- --- ----- — _ _____- ------ - - --- --- I I1 1 � W CONCRE 'E CURB 00 o_ w I I ` � I ACCESS DOOR � METAL LADDER - -r _ ____ L- � ;' �►- HO MIXED ; LANDSCAPING - I I ( HINGED METAL WU (V T SEE DETAIL 11, 13 - -- --- X w - .- --- I W F-- W usASPHALN PAVING - ?i� `- d _ i I CEILING ACCOUST I I ACCESS DOOR - -- o t\ r 1 �✓ �T 4 __ I I 1/4' SS SCREEN _-__- � ANDARD CURB EPDXY _ - ---- ----- 4,. 4., mob- -__ -- 1/4" X 1 1,'4 X i 4' —1 -- _.__ — D TRIM NOTE D►ME N S I GN S I 3 © N OM!N A L v A R r TO ----- --- j CONFORM WITH — --- ---- - - - - 3/16 RADIUS ?YP : CURB :MACHINE SNEET NO 8 APr)ROVED B'r - l - - GtPSUM BD �--------- �- -- IL E V a T ION SECTION ARCHITECT EI - ___.. _------. -- 2X FRAMING 13 EXTRUDED CONCRETE CURB DET AIL 10,, LADDER SECTION I ,-- - — TRAFFIC DIRECTION ARROW 4 GYP SOFFIT/ SUSP CEILING 1 TYP S CLEANOUT ' SCALE: 1 1/2'- 1' 0' � C -�- - 4 � . Upper PoonetFerry Rd., 15850 13 SCALE 1/2'- 1' 0' SCALE! 1/2'- V-0' 1 SCALE 3'- V 0' SCALE 3' 0' -- 13 13 1 — BUP 94-a2'l.5 MFC 95-0178 � --' - _ -- SUP 95 0263 24 OF 11 JUN 13 1995 MICROFILMED � � � II � � I � � II � Dili i I ' III � I I � III � lo11111I1I1 0 111II I II i I1i1i I Illll1lI VIII IIIIII1I FIS-- OL40 4MADE IN � CHINAN1,1 I T 2 T 3 4 5 r 2 �1 � 2020 4 I ,> ; z US Q) .W J .r uj L X. ca m Zj Z � Z 6X6 QUARRY TILE TYPICAL G WITH ACCENT TILES AT �- - -- DINING WAITING AND HALL USA O OB ff- tff- ------ - In ❑❑ FACTORY FINISH _ it I Lll cn - _ -- I LL1 O O _144 I 4� 0 cp(!) I W L i nrL 0 r'm ` ..: z Of :I: I I j D I. K Ill i _._ viz c� I , - m - I - - L_�i ' in I---- -- -jiff UJI F z _ J lit 11 T1 co lc, t - - - - - - y - - - - - - � z 4X6 ACCENT BORDER TILE Q I �� AT RESTROOMS CL J PAVING PLAN NOTES,r N lO VERIFY ALL FLOOR DRAIN AND FLOOR SINK w j w ❑ LOCATIONS o SLOPE FLOOR TO FLOOR DRAIN SWET NO. PAVING PLAN 1/4" - 1'-0' ' I Upper Boone%Ferry Rd, 15850 SUP 94.0225, MEC 95-0178 ( r SUP 95-0293 25 OF 71 1 ) 2 4 5 JUN 1 ;'1'95 M,Iic,R FILMED� � � � � � � � � � lti i i � ili i 1111111 � 11111 1111111 1 1 F1�Jt— (V AN 4MADE IN � CH44A IN 1 1 1 1 T 2 3 .� T Nu CS i 1 TYPICAL BLOCK -OUT AND STEP DOWN ALL ROOF DRAINS 2 VERIFY LOCATIONS OF GAS PIPING THRU ROOF SEE i ` k.'-SO DETAIL 2/M1 rAi 3 ALL ROOF CURBS FOR MECHANICAL EQUIPMENT TO BE '\ PROVIDED BY GENERAL CONTRACTOR LOCATE CURBS TO i i PROVIDE DRAINAGE ALONG ROOF SLOPE VERIFY LOCATIONS AND NUMBER OF ALL ROOF MOUNTED EQUIPMENT WITH THE -- - - -_ __ ..-.--_ _.--._---------.-----.._____- ------_--- ----_-_._ MECHANICAL PLANS I I II II I 4 AL_ MECHANICAL UNITS WILL. SET ON MIN 6X6 LEVFLING I CURBS THAT WILL BE ANCHORED TO THE ROOF FRAMING WITH =A -_ - IL SIMPSO N 5 ANCHORS AT THEA C MECHANICAL �T-- --_ _ CONTINUOUS CONTRACTOR R WILL SUPPLY THE ARCHITECT WITH LAYOUT OF METAL GUTTER -If> _J a OF THE UNITS THE CURBS AND THE UNITS WILL BE REVIEWED Z_ FOR COMPLIANCE [] GUTTER DRAIN ---- ------- ----- ------ --- SEE 2 .t u UJW ca QS U-) z X16 / � ,• ' I I i> > I I � DC'JVNSPOUT ao DOWNSPOUT --- _ AT BUILDING AT BUILDING� - \ i I ( LINE LINE I El <_ M TAL R OFIN \ -- _ _ _ -- _ _ _ -- _ _ _ _ _ _ _ _ __ _ _ _ _ - _ -- _ _ _ _. _ _. _ _ --- GUTTER DRAIN U S A ri SEE (� f)2il llJ1�1ETAL FLASHING 16_ � I 0 CAP- - - - - - - - -- - _ - - - - - GUTTER DRAIN' I I I I I I SEE2 �_ I EI ROOF MOUNTED �� I I I � I I GREASE HOODS �UMBING � cn `�- (TYPICAL OF 3) VENT THRU p LL l i SEE 3 ROOF m I I �4- I I ' 16 I I 16 I I z c I C) I I TYPE Bi GAS 1 I 3 , ,2 �l ri 0 7 I METAL VENT T;�RU ►L ll 11 I LADDER fW- SEE I Z it 7: 0 10 / OPEN � 1) I I � I MECHANICAL NIT ON I I F SEE MECHANICAL I p - I I COMBUSTION ��UNIT ON ROOF �, I I I AIR INTAKE i SEE �'8 I I d _ r 4, (' I THRU ROOF _.�__�_ M4; I —- I METAL I I I I I I I � I -__A'1ETAL FLASHING I CAP \UIL TI -UP ROOFING ------ --- I I METAL cj ROOF MOUNTED U L CLASS A OR B EXHAUST FAN SEES 5 ui METAL FLASHING CONTINUOUS CA \ P TINUOUS � METAL GUTTER I METAL GUTTER I I II I �- _) PLUMBINGui I I .-VENT THRU 8 12` GALV I I b - -a,00F DRAIN ��_ ROOF METAL - LOUVER - --- �' VENT - TYPICAL SCUPPER OPENING -__-_-- ��-��_ OF 1 10) LOCATIONS 4' ROOF DRAIN I v_, $ W AT �2' ABOVE __...�--�"' -��4` SEE A�39 I I Lu a ROOF DRAIN ---�� "0 SCUPPER OPENING I I o CRICKET CRICKET - m GUTTER DRAIN HOSE B?B TO DRAIN TO DRAIN �_ AT �2' ABOVE I I ' JJ�- METAL FLASHING z �- ROOF DRAIN I GUTTER DRAIN SEE ,�12 - I /� 16 / ON ROOF -`" cD F �''`- I SEE �'2'� g - I CAP 16 _ _ iC�6 _ - - i _ 7 -7 -4 - `/ I - O - — J - - I cc DOWNSPOUT 3 i II \ II A A7 BUILDING 16 -----�-- I ROOF , Z I'iNE _ �� II J II LIGHT FIXTURE ` d ROOFING -- ---- y \ TT \ OCWNSPOUT AT BUILDING i , L NE w n- � u- cv 0 N �--�---------- --- - - --- - -� U �� A I N I f 'I I I i ��— --- W W I I f 2 ' \ SE'c II II I I - I" LL' o 1 16 CONTINUOUS 16 1--_ _ _ - uj �OWNSPOUT AT --GUTTER DRAIN METAL GUTTER FACE OF COLUMN SEE 2 DOWNSPOUT AT 16 FACE OF COLUMN (2� LAA 1 1�7SHEET NO Upper Boo2ea Ferry Rd. 15850 ROOF PLAN OUP 94-0225. MEC 95 0178 OUP 65-0263 28 OF 71 1/4.. a V -10.. 1 1 _L 2 } 5 J U N 1 .1 'I'_15 MICROFILMED � 1 Imo- ULAN 4MADE IN o CHNA ' r r 3 4 5 1 T r ►f'AL CAP FL,'.SHING - BEVELED WOOD FILLER ZX6 TOP PLATE MM m PLASTIC LAMINATE '� 7-[— _ l ' OVER 3/ 4" PARTICLE �J BOARQ 2X4 PLATE —FACE OF 'WALL �, �� MET FLASHING LA, /-3- HIGH 1\ N 'r — - 1/ T �s FBACKSPLHSH 2 EX PL NO It / 2X WO BLOCKING �4) • 9 H 3 „ 'FETAL WALL x FLASHING wuJ 2/4 FRAME ' 11 PRE ENG TRUSS �-- � m k/ _ SEE STRUCT Chi co sZ 3 4 X 3 2 "MELAMINE" TRIM (V ZMETAL ROOFING WITH CLOSURE STRIP iI ,� G COUNTER SECTION 3 RCCF CA? DETAIL Q 16 SCALE 1 1/2-- 1' 0' �, 16 l SCALE 3'' 1'-0' METAL ROOFING WITH CLOSURE STRIP_-__ 5/8' PLYWOOD -------- - afo 2X BLOCKING — ----- I � W WO NAILERS Il. TRIM TO FIT W 8" X 12" GALV Z O 'FETAL LOUVER 4 HIGH PLASTIC LAMINATE SCUPPER OPENING VENTS WITH SCREEN BACKSPL ASH OVER 3, 4 PARTICLE �` fn AT *2" ABOVE SEE ALSO ROOF BOARD ROOF ORA!N PLAN J. r gi 1© ---- - -- I - - I I� 111 --- - - - - _ -.i :Ll aC FLASH TC MAKE1 1 , 0 WATERTIGHT CONTINUOUS _ — GUTTER TYP PRE-EN,', Q X a" STAINLESS '001" ROOF DRAIN =- 1/2' EXT PLYWO TRUSSES STEEL SCUPPER ! SEE RCOF (�3 DUCT ____ ___ _ GUTTER DRAIN PIPING PLAN SE� S TRUCT (� S"tE DETAIL 1/16 _ 2X4 FRAME � . w w EIFS FINISH SYSTEM OF WALL > r (STUCCO) W f: 1 �— 5 COUNTER SEC ION 2 GUTTER DE AIL _ I� I INSULATE ROOF SCALE 3"= 1'-0' - DRAIN PIPING ` 16 SCALE 1 1/2'= i 0" �� J b b 2" ROUND CAST - --- -- M " uj IRCNN PIPING 0-HUB --- - - - -- ---- FAN BY MECH - 1.2' EXT PLYWO CONTRACTOR PRE-ENG TRUSSES -� SEE STRUCT --, 2X PRESSURE - - - -- FLASHING CAP TREATED CURB - I ,r- 2X NAILERS W m 4 X 4 TUBE I - BUILT UP ROOFING STEEL DO'WNSPCUT ---- 4' CANT STRIP SEE ALSO I _ �-- DETAIL 1/ 13 I LLJ d" 1 HR SHAFT ENLOSURE? lGA FILE WP '1008) h I b" DUCT BY K E U.0 i (UL IJ469 USING USG) ►- Ll ty TRUSS/ GYP BO X/ 2 1/2' MIN MIN TRUSSES S - N � C H STUD AT 24' OC W! I STRUCT DWG `��_. ui J FLR % CEI RUNNERS ! ckf W/ 1' X 24' GYP BD X PANELS BETWEEN j �--- --- - - - - DRIP i GYPSUM EXT SOFFIT SHEET METAL DUCT SEE KITCHEN DRAWINGS � / CONT SCREEN VENT SHEET NO 1 I EIFS FINISH SYSTEM /// SHEET METAL SOFFIT I (STUCCO) �1� 2X6 WO PLATES SEE KITCHEN DRAWINGS 16 650 UDMrBo`)neSret"RC. 15 '7 \ ROOF DRAIN/ SCUPPER SECTION ; '^1` 6UP 940225.MEC 95�,t76 � -- _ 1 ,,up 9r, 27 �— ROOF MECH HOOD SOFFIT - FASC A DE7A ! L 1G SCALE 1/2'- 1' 0' 16 SCALE 3/4* 1 0' 16 SCALE 3� 1 ©' l_ :7 c JUN 1 ", 05 M I � III � I VIII I VIII I I � III � I If III ,11IR FILM E 1 D 11 111111 111 111 I IIl1I 111 111 1 rook..- � 4 MADE IN 15 CHINA IN 2 3 4 2'-0" VACFOr- 6'CMU 4'-0' x 4'.0" x 12"W, 4- $4 EACI-1 WAY II I FACE OF 8"CMU 70'- 8" Z 41' 4" w 3: cc cl w ui > z 1 8 1 � 2-#5VERT A-rBEAM2-#5 rYPICAL 2 45 TYP! u ;AL JAMBS (TV P.) 2 z L ABOVE SEE 0 JAMBS (TYP S:3 > ..1 -_.. .. _�. -_f./ .. ..-_ ..-w -ww---- rr--w- - _ www--r- -w-- .. ----ww r----- —————- —----.7 Z/ ur —— •—----- - ---- -— mod 2 -#5 VERT. AT,5�.,/AIVI ABOVE -SEE 7p USA 17 --------- ------------ ------- U Q < #4 x 4'- 0" I lej 0 2- #5 VERT AT BEAM ABCvt -SEE cc LU LL LLJ z z 16"x 8' CONT. FTG. Wi 2-#4 CONT TYP. 0 0 0 Lu cc ILL. CL a- :D C? 9 a: TYP @ 4"CONC SLAB ON GRADE z0 WITH 44 @ 48"o/c EACH WAY ON 2" SAND OVER > VAPOR RETARDER ON 6" w COMPACTED GRANULAR BASE- L Z 0 WZ L) § I Z < 4c () c U Sz 41 U) uj 0 INDICA7ES EDGKOF JAMBZ LL 0 TYP -SEE ARCH L. X cn -7 (j) EE w Cc > < x 0 L --- ---------- -- -------- --- -------- -- -----------------w----- ---- m - ------ ------- 171,17711,17171,11. 7 =777"l ------------------ ---- -- - - ------ ---- --------- ---------- -CA z - ------- ------ < z FACE OF 8" Ja_ < 8"CMU WALL W, #5(a)48'o/c So Sim FACE OF 8"CMU x CMU TYP I VERTICAL &" #4 @ 48"o,c TYPICAL HORIZ, ( 10"CMU C& BASE SEE DET. I 1 2-06 @ LINTEL ABOVE 2-#8 @LINTEL ABOVE Lu NQTL. SPEC INSPECTION REQUIRED AT LINTEL ABOVE t W Lu (n LIM (n �2 -0" 2 154" 1 - 43 FPEE STANDING TRASH ENCLOSURE - SEE ARCH'L DINGS AND(@ SHEET NO d5 ca) 16"o c I N si FOUNDATION PLAN WINDOW DIER NORTH Upper Boones Fe"y RI 15650 BUP94-0225. MEC 95-0178 2 olfi'95-0283 28 Of 71 L JUN I :i 'Mlh X11 R FILLED 11 11111 I I Ll I 4MADE IN CHINA 7 IN kil a T T T T T SIGN SET INTO Z , SIMPSON HFRONT OF CANOPY HUSC 212 ? I SEE ARCH'L IL r r ..� �`• Y i aaaaa /tal►1s•rat I V� 1 •y 12"MAX. TO i WINDOW JAMB I TY P I W GT i GINOfi_IHUSS bQAQ RIASzRAM a ; y'r �a I 3 OPP c� -� -- HAND - • t 11 A J I 4x10 O OPF' 14' b J HAND 1 n / S4 TYP - SHADING INDICATES -- 'c • ku - - OVER ILT AREA j I GK T1A I I /�� w > '�- SEE t3 �-.- �- V Z 4x 10 I S6 i r, h 2 Jq I C—_ � r _ I m 7 cK ra - - , - � _ ----- ---- s - ' 4 B bS 4c -- 1 - -- - -- - r EXTEND BEAM r THROUG�i WAS. I W1 .35 PLF PEAU LOAD Pt , 1 IOvO DEAD LOAD 50 PLF L'VE LOAD 16OUL:VE LOAD __---.. .----_ ----- -- ------- -------- ---.-- - - --- - L 51 8 1 I R 100#UPLIFT \ n ' 1 C _ 0 x ? r 5�1 ' W2. 115 PLF DEAD LOAD �� a I - I / SF lA ,nom a _ VSA 165 PLF �JVE LOAD �� i �\ y, o n �Ci3, - TOP OF MANSAR 1 15 PL -- QTS GIRDER-TRU LOAD DIAGRAM I " ; 9� r DESIGN TRUSSES FOR / I - - - - - - - - - _ ____�0 SIMPSON HUC 410 TVP •f , ' _J L - - - - - - - - <<r ' VERIFY SIZE, WEIGHT, & LOCATION ADDITIONAL LOAC FROM I I O TYP r OF MECHANICAL UNITS AND LOCATION ; HANGING SOFFIT SEE OF MECH. PENETRATIONS W'MECH ARCH'L. FOR SIZE&LOCATION "' < D WGS.P Cc } PLF--- < .. ..-- -� - -- ------ --- - - - - - - w I TRUSSES @ 24'0' - - - - _- 1 ' '3 - - Lu ( I - - - LL. ' 1 I v ui 1 ell LU I S,.I P PC R T 7 / I I -- Lu GREASE HOOD S6 1 I I I - - --- -- ------ _ __._._ - SUSPENDED FROM Z 1 -----� / ROOF TRUSSES AND - '200a< MECH. UNIT i 1 i ("� _4 FAN UNIT ON TOP TYP OF 3 WT . 1200# 1 1 1 PROFILE OF CMU ; �/ 2 -2 x b _ -- --- - - __... - -- -It OF ROOF I , I I ' I WALL BELOW Q I ; I 5 I I I 1 U ■■ W W 1 . 35 PLF DEAD LOAD P1 . t 100#DEAD LOAD 50 PLF LIVE LOAD 16000 LIVE LOADCE 0 100#UPLIFT ; N 'I I ; I I 1 I C\4 W2-90 PLF DEAD LOAD ROOF ACCESS - -- 5 1 I WT _200a1 1 1 e I ' (i j LLJ 0 VERIFY LOCATION I TYP 0F:;3 -' I I �+ I ' N 135 PLF LIVE LOAD "� _ _ _ _ - _ I ! - A WITH ARCH'L. _ I a. o� , I MECH UNIT I L I ! I c� � Q "¢ \ j I WT u 950# ! I I , ! h I ' � ; HT_._1-H1p�FU55S__QAD DIAGRAM' - h, NOMINAL 5/8" PLYWOOD SHEATHING 1 a I I 1 1 ! Y I 1 W1 10d @ 6"o'c EDGES& I0d @12"o/c I '� I 1 I .YCc TYp z \� FIELD 1 u I '� , I Q — TOP OF ! 1 W ! ` xf I I 'r- MANSARD r GIRDER TRUSS TYP 0 Opp I ; U-G HAND ' G I 2 x 10 x 4'-0'NAILED TO Ir i SIDE OF TRUSS SEE i 1 11 m I Lu vv 200ft S4 l I 0 I \ - DESIGN TRUSSES FOR ADDITIONAL LOAD FROM READER BOARD - \'�•� t SEE ARCH L FOR S'7E & LOCATION • 15 PLF 1 �� 5 - - - - - - - - - - - - - - - - - - - �� 'pI NAILPLYWOODW. 10d@4• � : SUPPORT , J - - - - .�4 CMU WALL i r - - - - - - - - - - - - - - - - 1� �',,f -- - AT BOUNDARY OF END-SEE 1 U z � - - Cm Wt . 160 PLF DEAD LOAD �� pQ BELOW i --- TOP OF MANSARD Z w Li 240 PLF LIVE LOADS5 S4 11A t� O 4 0 = t I I ';a � 2 � W2. 75 PLF DEAD LOAD l . . ----- - - hili -I • - - - - -- x LL - 11 / \ Q - - - - -- i m O o c; 115 PLF LIVE LOAD OA _ __ __ . _ �. \ A Z CK i1 DESIGN ROOF TRUSSES FOR : 25 PSF LIVE LOAD -- I u1 SHADINCa INDICATES w rRU�3 Ctl 17 PSF DEAD LOAD ACKTRUSss'�� I , o r, �;EE a `- a- Z Q .� �� OVER RLn'_T AREA ��C I @ 2a o c \ MECHANICAL EQUIPMENT LOADS AS SHOWN. VERIFY SIZE. WEIGHT & LOCATION W,MECH 5 _ " ry O li9i Q 4 4x10 S6 - 174 x 10 --j °P �Y £EE ARCH L FOR TRUSS DEPTH & SLOPE REQ-0 - - --- - -- - _-- -- - - ---h - __.. .---. -. _. I - iAND f- j TYPICAL 0 Q �3 DESIGN JACK TRUSSES FOR ADDITIONAL 4 x t.^ -` S 1 4 I POINT LOAD AT THIS LOCATION OF 405Jt DEAD LOAD sa a AT LINTEL `L__,_ ��___ __ _� I Sq T�p 1 LL ___ w a) 6000 LIVE LOAD- 1000 UPLIFT \ 1 L� L.INF OF STORE a4 DESIGN HIP TRUSSES FOR ADDITIONAL POINT LOAD t1 FRONT BELOW �3 ~ 0 AT THIS LOCATION OF 5800 DEAD LOAD. 8600 LIVE ~ 0 a. LOAD . 1000 UPLIFT TYP. ALL ROOc CORNL._S MASONRY PIER BELOW = O Q a - ^ION SET INTO -` 16"MAX 1'O � � � LW FRONT OF CANOPY - WINDOW JAMB 1153 DESIGN HIP TRUSSES FOR ADDITIONAL POINT LOAD AT THIS LOCATION OF 210#DEAD LOAD, 300#LIVE LOAD SEE ARCH'L. ' -- SIMPSON HUSC 412 ' �6 SLOPE IN THIS AREA IS FORMED BY PLACING RIP ED 2x ON TOP OF TRUSSES ( THIS IS SHOWN IN DET. 1 1 & ., J4 l �7 LOCATE THIS TRUSS TO SUPPORT CANOPY TRUSSES AT STEP ! SHEE i "Jp IN ROOF THIS TRUSS IS SUPPORTED AT BEAM AT GRID B AND AT THE EXTERIOR WALL IT WILL SUPPORT THE CANOPY TRUSSES �- BETWEEN THE BEAM AT GRID B AND EXTERIOR WALL ' THIS TRUSS ,S LINE WITH FACE OF BLDG BEYOND SEE ROOF FRAMING PLAN 6 NORTH - 2 g� SAL EXTRA TRUSS OVER TOP OF WALL BELOW- ,",FE JF 1;4 3 I'- Jppef 800nes Ferry Rd 15850 ' 81JP 94-0225. MEC 9,-0178 UP 95-0283 28 OF 71 � I 4 5 L J ,JUN 1 3 1995 MICROFILMED VIII IIIII � I III ! , loll 111 ! 11 1 111 I VIII I Il11111 1111 , 1 IIIII � ! 1 Fait-II GL.AN MADE IN CWMA IN 7 7:I 2 3 4 r NOTE: CARE IS TG BE TAKEN IN T;MING THE k x 6• It 1:)Nc, GEL AR,_'H'l FOR GLAZING SYSTEM 7:7 -'. '' . SAW CUTTING OPERATION IFTHE JOINT Ek r)fsf (,AP 10-CMU SEE ARCH1 4 jr--- 3Y4"DEEP SAW CUT JOINT 15 CUT TOO SOON THE CONCRETE WILL 2 #4 CONT UNDEH WINDOW UNRAVEL AND IF CUT TOO LATE THE SLAB 2 qr MASONRY WALL SE #5 VERT CENTERED IN 2"SOLID ( SEE ARCH CuT IF ...... MASONRY WALL BEYOI`jD WILL ALREADY HAVFCRACKFD If & ARCH L PLAN @3 GROOTIF0 CELL t4)48"o/c ')L,T FOR VERT REINS ti 4 IN doN: -4 2 -#4 CONT 4 0 'A 0 F:R T ----- - r —T 05HORil @)32 �dr. L DOWEL To MATCH VERT a I f `r < P PROJECT VERT. REINF, 2'-0" 7-111!566 x! ZIT t NALL REINF: uj LL_ 4P FtN GRADE al &BEND INTO SLAB OR$LAS 0 -1 FIN GRADE rrL---- CONTROL L— SLAB RIL DO NOT r;Mu Bt.00X WALL OR St-AS 0- 4 P 48"01c Ex JOINT RUN THROUGH CONTROL JOINT SEE AR:> AR SEE FON PLAN SEE ARCH'L. T, SLAB CONC. SLAB SEE ARCH L 1. 1 -SAND (TYP ) SLAB ON GRADE - SEE PLAN DO NOT RUN REINF. THRU JOINT-\ 0, 4 COMPATE'D GRANULAR FILL 'rYP. 2"CLF' TO EARTH FACE A' a AP(j R RETARDER SOLID GROUT WALL • 77 j BELOW FINISH GRADE 0 FINISH GRADE 40 MASONRY WALL SEE PLAN _7� 49 FOR YPE &REINF 1'_-,1L SEE ARCH SPECS 71 GROUT SOLID PERiMETFRINSUL . '-:EEARCH'L :r m ui SOj..1DGROQrBELOVV WIN GRADE 2 -#5 CONT —A Ir > "I---, A -7-7r-zg,- &OR FLOOR LINE S,100 GROt)T BELOW GRADE % z CL A_ _j Lo o1q CID C0410T. GRADE D AF B CH�L 0 4 CONT _j 2 JOINT Z Aw - < NOTE, I x 24" '-ONG SMOOTH DOWEL 4 48' Ox > 9 CONC .-AS GREASE ONE END WALL HEIGHT IS BASED ON BLOCK 2 #4 CONT COURSING STARTING Cc, FLR SLAB SO TAKE CARE IN SETTING TOP OF FTG TYP. WALL GLAZING 3 r_ k ?4'olc#5 x IV 14' 1,-0, �.3o DOWELS 5 3j 1 .01 4 .i 011 1 314" 1 0" �3 S3 �S3 • 4 A -HOOK #4 TIES @ BOTTOM 04 TIES @ EVFRY OTHER CELL a 40OURSES 0 EXTERIOR FINISH SQ. CMU PIER W1 SEE ARCH1 4 4W VERTICALS&1194 TIES #6x DOWEL@ VERT, REINF. AT EACH COURSE r,-')R 4 COURSES 0-4 CONC SLAB ON GRADE r 5**N AT TOP &BOTTOM,I TIE AT u EVERY OTHER CELL BETWEENCL < / - 1 1!2' 3 4 0' wFIN. GRADE uj CLR. LL 0 Lu 4 .0' 1 61' 81' z IL P L—. /— 2-st5 VERTS @ LINE OF I O'CMU JAMBS ( TYP A (D (D =F 1 #4 CONT. TOP&BOTTOM —— — — — — — r -n—71W 0 #4 TIE Li J LID 2 cr L 8"CMU WALL. AROUND r - - - ---- d TRASH ENCLOSUR I cr STORAGE AREA a_ SET ON NATURAL UNDISTURBED SOIL r a- F_17� L 1 o4 CON L !j T-1 7 2 7T77T7 7-T-7 I I I r 0 § < 4r L ---- -- , i3 " ".�.�� CMU ---- --- CMILI PIER - SEE PLAN FOR VERIFY LOCAT N 6 17 CMU PIERSIZE &REINF. TYPICAL SLAB EDGE OF INTERIOR Vv,', S3 14 0 W, ARCH'L " " S3 i;4 W - - - - - - - -- - --- - - -- -- - ----- ---- ---- - of z ------------------ 40' Sol, WALL BEYOND 4' CONC SI-Ab ON GRADE Fr� 7 VERIFV DIMENSIONS W11 W/#4 @ 48"oar. EACH WAY 5; SIGN BY OTHERS ARCH1 & SIGN CONSULTAN SLOPE SLAB TO DRIAN ILL % 7' #4 N4 @ I8'o,c VERT CENTERED SEE ARCH'L IN WALL#4 @ 18"o/c HORIZ. 8"CMI; vVALL #4 o SIGN BY 6"CONCRETE WALL DRIVEVVAYLL Fr 2_0 8' 1-1 OTHERS 8"CMU WALL VERIFY DIMENSIONS Z Z c At cr ir DRAINING 0 0 BACKFILL W1 FREE LN WITH ARCH1. DINGS. z __1 uj LL < LU GRANULAR FILL TRASH ENCLOSURE 1 /1009 cr. J #4 x 0 -6 DOWEL LL LC S2 > u4 TYP 0 VERT. REINF. I,S3 9 GA. LADDER TYPE JOINT L_ A-- REINF AT 16"o/c CONCRETE WALL GRADE I SIDEWALK SEE FDN PLAN < amor > v I 4"DRAIN < #4 @24"o,( DOWELS TO MATCH cr FOOTING REINF 2 - 0 z I4 ) ft5CONTINUO(JS 0 L J 4P CMU 2 WYTmES ALL REBAP BACKFIL.L WITH ENGINEERED -Now*I Itw -RADE 60 SET IN'O ONE OF 'rHF COMPACTED BACKFILL AGAINST SET FTG ON UNDISTURBED < 3 , CELL' 'N REINF so I L 2'-0' iM FTG, AN ) WALL 8'. z �-- 10 MONUMENT SIGN - FROI J ELEVATION 1 1 SECTION 12 ip 3"GLP. ILL uj S V 3 4 114" 0" UJ S3 CONT F*rG If) U- 0 REINF. % SHEET NO. 13 V.0', S3 Upper fkwes Ferry r4d 15650 BLIP 94-0225. MFC 95-0178 RUP 95 0263 10 OF 71 5 MICRFILM ED 11IIII 11111 � 1jljl 11111 1111111I Ftorit— (X" MADE IN CHINA .411 61 11 'ill 1 ' ll 11 111 TAU , r T 2 .� :� 4 -r -T- - 11"PL v Wh W Bit(0 6"uic "ylbiP.yGN @ EDGES . 8d a 10' o!c @ HIM a 1 O --. FIELD , BLOCK ALL EDGES - 8d( OR 14 GA. STAPLES )@4 o/c NUM 5+8"PLYWD. AND 2 x d Cgs 4"weAROUND x 6 PLATE AROUND PERlMETE R AND INTO Pl_YWG A1/-. �� .,,,,• �,.� I VA ®l'RICKET SEE ARCH'L ROOF PLAN FOR ADDITIONAI INFO` SEE - `--- -�3 ROOF SHTG ._ \ ► ;f„ .t ' �"�, FOR CRICKET REQUIREMENTS 2 x 4 / - 2 - 10d INTO SIDE �— 2-10d FROM BLOCKING PANEL_ ,� / OF TRUSS EDGE NAIL PLAN INTOBOT SIDE OF TOP AND \\ -- SHOWN W/O PLYWD I - -- 2 x 10 x 4.0- (0 51UE G• �' `'• `� tiw?M+NAL S�8• APA g,�TG .- � � BOTTOM CHORD OF TRUSS - 111AcL :AME AS MAW F� `.;� SHOWN W- PLYWD, T + / OF TRUSS OOF -- -� BLOCKING TYP EA. BAY tOd@" we - ROOF SHTG.- I OLYWID W. BOUNDARY SLE PLAN / PL.AN S t ►d"al NAILING 2 10d @ ALS DtACiGNAIu i EL'tiES . $7 i� 10":,^ .z� � �_ 1 RUSS �-._�._._ - FIELD , BLO(C'K ALL EDGES 4� - � t t 11 A c `� Russ i �,r SEE OR S ,�' ----- — _ _- _-- — 3 x 6 FASCIA 8 SOFFI SEE ARCH'L � •� I / \ JACK TRUSSES It PLAFE ( �' ) °LYWp BL.KG PANE_ SFE 3 SEE � , S4 d F- TRUSS � JACK TPUSSES �- -. CMU WALL � ' ' ' � � Z - _.__� PLYWD BLOCKING NANEI. ---- \ � J A � ----- SIMPSON H 5 AND A 34�a� EA. TRUSS k :.�F F: 3 �. � —� - -_ ,� � �� _ G FASTENER @ 4"oic INTO 3 x 6 PL.. 1 Ua(LZ 6' o:c 51 N!,',,E HED Q SEE 3 \ ------ n r @ BOTTOM CHORD 31MPSON H 5 AND 4�4 F i� 1 HU.:: fd - TRUSS FASTENERS Cpp 4"o/c INTO 3 x 6 PLATE — 4 x BEAM Wr SIMPSON c'MP H5 i - - _ _.- — HUSC 410 HANGER / w > y uj SIMP. A 34 V f - - -- BLOCKING PANELS I_ Z0<r; i 0 ----- #4 @ 24"o/c TYP. �`4 1/2" = 1'-0" ' ; -c 4 @ 8"o/c @ EA. END S4 as > �-_ WALL _�..� ---� --- - - - SOLID GROUT LINTEL #4 HO 1; .' 3; 6 P.T. PLATE W/ 10d TOE NAIL AT EACH SIDE 4-#3 @ 8"o/c TYP. EACH ( - '— 5/8"o x 0'-10"ANCHOR BOLTS HIP TRUSS 2 x BLOCKING FOR 5/8"o x 1 C"A,B.'S @ 4'-0"o/c n" r BOTTOM REINF.OPENING WID1 H I END OF LINTEL B WITHIN 12"OF EA SIDE OF CORNER CONT VENTING• U.N.O. i- +2'-0"EXTENSION EACH SIDE � - -- RIPPED 2 x ON TOP OF JACK TRUSS SEE ARCH'L. WALL BELOW Wf 3 x P.T. --r— ++ —� lieB USE 2 k5(UNLESS NOTED TO OBTAIN ROOF SLOPE-SEE PLAN OTHERWISE)AT FOUNDATION ARCH'L ROOF PLAN FOR SLOPE SIMP. A 35 TO P.T PLATE ON TOP- PLATE d MORIZ. REINF USA SEE @ RIGHT w ROOF SHTG. 8"CMU. WALL t7 a _ _ JACK TRUSS Qo Q 3-8d TUE NAILS @TOPR r SIMP. H 5 QV EA SIDE FIELD BEND 9 � (r JACK TRUSS INTO GIRDER 0" TRUSS NAIL TO TRUSS � BOTTOM 1 SIMP SUR/L 24 TYP PTYPICAL WALL SECTION '�iITHOUT LINTEL 2. TYPICAL WALL SECTION WITH LINTEL 7F JACK TRUSS AND 3-ed @ � S + S4 3i4" a 1'-0" OJACK SS TRUSS TO TOP HORD GIRDER TRUSS NAILED TOGETHER `• U- TO ACT AST W12 x 6 BOTTOM 1/2"PLYWD PANEL NAILED TO VERTICAL CHORD W IN JACK TRUSS AND TO VERTICAL - 2 x 6 x 2-0° BLOCK SET ON TOP IN HIP TRUSS ( BOTH SIDES) OF TRUSSES WITH F- 16d INTO + \, 2 x 10 x 4-0"@ EA. SIDE OF TRUSS 10d @ 6"o c( PLY iND TO TRUSS SEE Z z X -- JACK TRUSS '� - GIRDER S4 � 0 JACK TRUSS) SEEG FON r—. 10d @ 6"o c , Pt YWD TO HIP TRUS:: -- 1/2"PLYWD.W/ 1 O @ 6"o/c TYP. INFORMATION r� JACK TAUS INTO BOTH TRUSSES � \ ; /---- -• 2 x 4 AT SIDE OF TRUSS O V __ ______ �-- 4x BEAM co (.L WI 3- I Od INTO EACH TRUSS MP. LU 26 HANGER / CHORD, CLINCHED I_ n 20d A.T EACH 4 z 10 TO HIP TRUSS 0 B - SIMPSON A35 AT EA. TRUSS 5 /006/ ' HIP TRUSS HEIGHT OF TRUSS,o/c FOR FULL - , S,4 t � t U" Sc� ( MIN DBL TRUSS ) Z) cc RIPPED 2 x ON TOP OF ONLY �A!-? �F r+ANG a —� -- SIMPSON SUR . L 26( BOTH SIDES ) PLAN A-T_TOP CHORD IOd Co) d orc - JACK TRUSS , SHO%NN FOR CLARITY Q AT BOTTOM CHORD o� Lu �- 1 O @ 6"o/c -_-------- HIP TRUSS (MIN. C9L TRUSS I SEE S4 FOR j r RALLEL W TRC: ADDITIONAL INFORMATION H I O TRUSS + BEAM -SEE PLAN 112' PLYWD. PANEL- SEE r --- — ( 1 \ _ JACK; TRUSS � AND ABOVE O J� --- NATE DBL. VERTICALS MAY BE —___L. - ---•--JACK TRUSS --, - ---• HANGER • SEE PLAN LoREQ'D. DUE TO HANGER @ HIP , , - BEAM -SEE FLAN TRUSS R JACK TRUSS SEE > PLAN C� t 1A 12 \�-- SIMPSON THJR i L 2 HANGER ' O S4 a GIRDER TRUSS-•--\ � --- - 1Od(g 6"oic FULL HEIGHT OF r �-' SIMPSON LTF tg ;TRAP l t rW JACK TRUSS TO GIRDER TRUSS � BENT OVE=R TOP OF BEAM BLOCKING PANEL P T. 2 x 8 PLATE W/3/4"o x 8' EXP BOLT -� W/ t • 5/8"o A BOLT---\ / ' .� SEE 3 Z Z > ,-B EACH END - 4 Iu O z - O j PP�AN �Q�4 CH0 c 2 701AL I I Q -7 U C. 0 F' ` � 9 - •---- BEAM UNDER END WALE cr S'4 S4 -� TRUSS- SEE ROOF PLAN j Z Q _z ¢ Cc \Z4j1"s 1'-0" m �� h•r w �� w O w h n _ _ 'i •3 u4T'ES@8"o,c@TOP O Q G a S N ' W CMU PIER -SEE _ \� ; r T -' 3 4 ROOi~ SHTG SEE 6,c �iVEf?Bl'ILT 2_ x 4 TOP PLATE AREA 2 x 4 0 24 O/c -- 4 ( v t ' "-' T• to 4 LEDGER WITH ---- � -•-- 2 x 0 TOP PLATE 2 x 4 BLK,3 4 24 a -- 2 16d AT EACH 1 RU:S 2 10d� TOP AND f301 TnM - - SCAB 2 z 4 TO SIDE OF PLYWD- 2 z 4 LEDGER W BETWEEN TRJSSES 41 AT EACH BLDG. I F TRUSS MFMBER WITH 2 - 16d AT EACH TRUSS r --- CAB 2 z 4 TO SIL;=OF BE rWEEN TRUSSE., 2 x 4 BLKG.®24"o/c - h SCAB UNDER 2 z p $:-AT '" -i - 16d SINKERS n �• . 2 x 6�A1p SLAT l TRUSS,MEMBER WI i N A': VAL.,EY r--- C:RICKt=t SEE ARCH'L UNDER 2 x 6 FLAT I � ��, 4 160SINKERS AND(i i.---- - PLY , +I 2 x 6 LAID FLAT CANOPY ROOF \`J AT VALLEY TRUSS PART OF BUILDING N ROOF TRUSS PART OF BIOr ROOF CANOPY ROk.`F - --- �' ROOF TRUSS TRUSS �r-rrr _ r rzz J ♦ W V s - - Cit KG �{ Q F- :An PY- _- .. ___ i Od 0 4"ac ♦./. W = - - __ -- - N PANEL.- _rte _ (A 2- l6d AT EA BLDG TRESS \ "1 CANOPY BLOCKING PANEL r f • r 11 Q TRUSS / SEE 3 , _ ____ I cc W 2 - 10d AT c ' Z a r- RUILDIN:;TRUSS EA. TRUSS SQ SIMP5ON A 35 V BLOCKING PANEL SEE S4� co - I0d gP TOP AND ISO I TGM - - ---i AT EACH BLDG TRUSS BLDG TRl11S 1 ---BLOd;►(iN PANEL Q SE E00 m SEE 1 FOR TYP. INFO. - d NMI- `-- BEAM BEYOND LIJ BUILDING ROOF TRUSS "-"'- 1h --- !'FE ROOF FRAMING PLAN SEEFIT FRAM�Nt, BEAM BEYOND- BEAM � �- BUILDING ROOF TRUSS USA SEF ROOF FRAMING I':-Ary SG FOH ADD'L INFO NO BEAM AT l SS 1''0.. BEAM BEYOND- BEAM r" SEE ROOF FRAMING PLAN r74\ V CMU LINTEL - SEE Q rINVO 3A � � p S 5 3!a" 1 0' S5 S 5 3/4 0. QUNLF A1-.NQTU LU LL QLNL&A 11 RL I INL4.8-CjNQ L.1(A-F MF:FAL-PINIT CQNNGC�i 1J Wt.X1D'TRU ' 'l Uj I. These notes set rnimmuifI standards for constriction. 'I he drawings govern over 1. All reinforcing steel for concrete shall c.•onfonn to l i.i;.C. slandards No. 264-76 1. Trusses shall comply with latest edition of I I.B.C. standard No. 25-17 and all 15. Protect all masonryunits stored at job site and erected fr►r .I d e tt the elements. Z Z the General Notes to extent shown. and ASPM A615 grade 0) for all uses. provisions of(he (esig,: specifications for light metal plate connected wood wisses 16. Grout cells and bored beards that contain reinforcing oren►ledded items. O 0 2. ('ontractcx shale verify all dimensions and conditions on drawings and in the field. 2. All welded reinforcing steel shall conform to ASTM A706. of the Truss plate institute TPI-95 except as othcrwisc Holed. 17. All work shall conlipnn to Section 2402 erne Section 2416 of the 1 lniliprm B it ' u drug ® �r Cexxdinate locations of openings through floors, roof and walls with architL�eaural, 3. Fabricate and install reinforcing steel according to the "Manual of Standard 1'racticc; 2.. Members shall not exceed a live load detlectiun of F J30)or working stresses for the C dxk. mechanical and elt-vtncal plans. Nutif-v design agency ,►I any disc•rt•paricies. for i)elailing Reinforced Concrete Stnicture" ACI Standard 315. appropriate material for the loads indicated on the drawings. 18. Electric boxes, conduit and plumbin shall nut le placed in an cell ortour. • h cc w I g I Y sc t at 3. Conti-actor shall provide-all necessary tenllxprary suppx►rt prior(o completion of 4. Provide TV x TAY' corner bars to match horizontal reinforcing ill fex-Ain s at all 3. Truss manufacturer shall furnish complete engineering shoIp drawings wild Oregon contains reinforcit-. vertical and lateral load systems, comers and intersections. registered professional engineer's seal. Shop drawings shall show clearly erection Lij 0 4. Where reference 1s made to ASi'M, AISC, ACI or other standards, the 1.11cst issue 5. Splices in slab reinforcing shall Ie lapped 30 diameters and shall be staggered at plan loading and all stay bracing for truss ccnnpressivir members and required � shall apply. least 4' at alternate bars. connections. CL 5. All work shall he in strict compliance with the Uniform Building Code as'.amended 6. Provide dowels from fix►tings to match all vertical wall, pilaster, and column 4. Connect all trusses to supporting members with I-Simpson H5 and A34 connector. CL by the State of Oregon and all other state and local codes and building requirements reinforcing. See Concrete Masonry Unit section. 5. Truss erector shall exercise extreme care during erection of roof trusses to prevent that apply. 7. Lap all bars in intersecting footings 2'-0" or 30 diameter,, whichever is greater. the trusses from buckling laterally. Use spreader bars for lifting; trusses and � Q 6. Design Criteri c 8. Reinforcing shall not he. bent or displaced for the convenience of other traces unless provide lateral bracing as necessary. a. Basic R o►f dad (snow) 25b1sq.ft. (snow build up al proved by the stnictural engineer. _ loading as per SLAG snow 9. Minimum cover from concrete surfaces to reinforcing steel shall be: S CFZU ,PURL AN0AU5t._I.LLA�jIs� 1 ,�:L I_.L C/� �-' load analysis) 3"+1- 1/2" to bottom of fc►oting L Mailing, fabrication and election shall conform to the Steel Construction Manual h. Wind 80 rnph, F?xixpsture "B" 1 1/4" from lop in slabs on grade of AISC. C. Seismic Zoic 3 2. All steel to be A36 except is noted. 7. Mechanical equipment, mechanical and sprinkler piping larger than 2" diameter or WQQQ LEAMIN( 3. All welds to be made by Certified Welders to AWS Standards will) E70XX other iterns producing a hangger load over 5(1p shall be hung by a system approved 1. .411 laminated teams to be Douglas Fir;I arch 24F-V4 (at simple span beams)and elec(rcxies. by the design agency. Any hanger producing a load over 200# shall have additional Douglas Fir/Larch 24F-V8(at cantilever heams) per ATT(' specification. 4. Bolts to be A307. Provide standard plate washers under all bolt heads and nuts in p framing instsilled to transfer these: loads to the: stain structural beams or walls unless Appearance grace to be industrial. contact with wood. 0 otherwise approved. 2. All glue lammated members shall be notched, shaped and finished as per tans and 5. Do not oversize drilled or punched Mules with burning torch. > S. w Shop drawings shall be required on reinforcing steel, structural steel, glue specifications and shall be fabricated with waterlrcx)f glues. Cr laminated members, metal plate connected trusses and shall be reviewed prior to 3. Erection of members shall conform to latest edition of RITC specifications No. C_QNQ00TLMASONFt,-.y1iR1_[S fabrication. 105. 1. Assumed I'm 15(X)psi. 4. All lumber species and graces to be as follows: 2. All masonry units to he Grace N 1 per ASTM C%dry to intermediate hurliidity _ FRSINUr i_I_UN5 a. Joists, beams and stringers Douglas Fir q2 condition lerTable No. 1, Wo Z o 0 I. Design soil pressure assumed to lie 15(X1 psf l.l. plus D1. 6" nom. &grc,!ter beasts& stringers Douglas Fir M1 3. Grout for all reinforced brick and hollow unit masonry walls shall be 318" aggregate Q z r -) z - 2. All f[botings to hearon firm, undisturbed soil or approved compacted fill inininlunt b. Bucks, blocking, bridging & mise Doug Fit-or Hem Fir#3 concrete with a 28 day strength of-'(XA)psi with intnision aid adrnix(ure expander U i � z 44 18" below final grade. Notify design agency befc re proceeding if any unusual e. 2 x 4 studs Doug Fir "studs" or stcl added (4 ounces per sack of•centent). Slump shall be 7 to 8 inches. W o w c conditions are encountered in the f6ofing excavations. & better or#2 4. All mortar for reinforced ►nasortry shall be ll.B.C. Type "S" 18(X) psi compressive LL o a 0 W 3. Do not excavate closer than a 2:1 slope below finings. d. 2 x 6 studs and larger Douglas Fir k2 strength at 28 clays. z ►- �� 4. Clean all footing excavations of loose material by hand. e. Sills, ledgers, plates, etc. embedded in or 5. All mortar shall be mixed by mechanical means and pn►portioned by accurate a Q z e2 5 .Excavations may to made under continuous foot 1ngs for pipes. Backfill to he in contact with concrete Press treated Dctug Fir/12 rneasumntent. Shovel measurement will Pct Foe allowed. � O o LL Z approved by engineer. f. Posts Douglas Fir#1 6. 'Pests- See spticifications, 5. Crossbridge or solid block at 8'-0" maximum o.c. for solid sawn joist 2 x 12 and 7. Special inspection will be provided by the owner for areas of this structure as UNCIZE;11 larger. indicated oil plans. I. Average concrete strength as determined by joh cast lar cured cylinders at 28 days (1. Framing anchors. joist hanger, post caps, etc. to be "Simpson" or approved c(itial. 8. All reinforcing for masonry walls shall lie Grace 60 confimning to all provisions of (plus incrrase depending upxm the plant's standard ck via(ion as specified in ACI 7. All Ixplt heads and nuts hearing on wco►(1 to be; provided with a washer. concrele reinforcing section afxpve. >' 318-77) shall be: 3(XX)psi for all uses. 8. All nailing tole per table 250 of the l 1.B.('. Nails called for on the drawings a.re 9. Enm Except w,otherwise shown, reinforce all masonry walls with the following z M 2. Minimum Mix Requirements: to be- common. nuninitim: a. Cement content per yard: 5 sacks (& 3(X)O psi 9. Cutting and notching of joists not allowed. I" diameter hole may be drilled in the 8" nominal thickness ac 5 1/2 sacks ® slabs on grade center 1/3 of the mean er(k-pili. All other holes to be ap,moved. pts 48" o.e. vertical ®center of grouted s lids. o b. Slump: 2 to 4 inches. Deviation front design slump +1/2" to 1". IU. Studs may be notched in the lower 1/5 of the height of stud for electric ancf two #4 horizontal in bond beasts at 48" o.c. Q C. Air Erttraininent: Per ACI at all exterior slabs. plumbing Pipes, but no pall of•notch is to be deeper than 25% of widlh of,stud. (with two a4 honizontal in bond hear ((- fldx►r line, and lot)of wall). Cr U) -� d Admix: Water reducing admix (Ptnzolith or equal) fox all slabs. Roles of(liarneters tip to 10 of width of stud may be drilled in studs bill not in ;p. Except as otherwise shown, reinforce around all openings with two#4 horizontal at l'L _j � 3. Place and cure all concrete per ACI codes and standards. center 113 of their height. sill and head by opening plus 4'-0" and 2 - JL5 vertical for full height of wall. ,, LL rn 4. i'novide control joinis in all slabs on grade: at 2('-U o.c. each way rnaxiniti n unless 11. Sheathing to fir Ai A rated with rteriur glue. restate roof sheathing with face grain 1 1. Except as otherwise shown, dowel all ntas(mry walls to fiptuuf:ition walls with one J 0 otherwise shown on plans. Provide Leavy (3/4") tooled joints at 5'-O" o.c. and I/2" perpendicular (o suppoils and stacg;er end joints. Block rcxpl sheathing where noted p5 dowel x 4' 0" at each vertical wall bar etnlxdded into concrete with standardW prernoloed exppansion joints at .JO'-0" a.c. in O all exterior walks and slabs. on drawings. Install wall sheathing either horizonta or vertical and block all edges hdxtk. of plywood with 2 x 4 or thicker blocking. See plans and details for nailing 12. Lap all bars a minis in of 4X1 diameters except as oiherwise shown. w schedule. 1.3. Provide T-O" x T-(" bars at all corners an intersections for all walls equal in sire m o , and number to horizontal reinfdxcing. 14. Pro% ide bar positioners for all vertical reinforcing with high lilt grouting. S5 Upper Boones terry kd. 1585 L Bun 94-0225Mo 9UP G.. EC 95-1178 5 026] 32 OF 71 JUN 1 3 1995 MICROFILMED tlrlr � ) VIII � I � III � l � III � I VIII � I � I � I � � jflr � r � lll � VIII i Illllll 11III1 Illll � i Ir'iAM- GL.AW 4MADE IN CHINA IN i 4 T 5 ROOF TRUSSES NOT SHOWN FGR CLARITY .!b ROOF BEAM . A. SIMPSON LSTA 15 SEE PLAN / P1 YW 4 � SIMPSON LSTA IS 4 �• • TRUSS / ,,2. C. . REAM- SEE PLAN \ '�6 1 .. � \ yl , 3 x 6 ELATE ��10 w %. - ��•i..�.. SIM PSON A 35 _-•� SIDE PL I,0 4 x y �7 • W12-7/4"o 90LTIS O ti a► ' BLKG -"-� / 8 d @ 6"uiC AT EDGES - -- - - - - - t 8d 0 12"o/c AT FIELD BLOCK ALL EDGES 06 x 4'-0"HOPIZ UNDER 310E PL'S 114 x 6 x 6 1 5 1'4"CLR 1 .,�.�......�,. �..�...�.� BEAM POCKET A WITH T -3.'4 o BOLT AND . \ Y \ BRG PL.318 x 6 x 7"(WIDE 1 W 1 3 4' x 8' WELDS TUD --- -� CML) WALL G Q CANOPY 'T --- BRG PL 18 Rl iSW' 1-3i4"o x 8"WELD = rr �- NOTCH BLOCK AS REO '0 -- - -- BEAM �t5 VERT CN EA.-J STUD u `(� WOR BEAM SEAT �\ TRUSS S _ \ �1DE OF 13EAM I_ I IQ'NON - SHR;NK GROU' cc POCKET L ✓ -"--' #5 VERT S. i S� 1 z 1 0. _ -- DESIGN CHIS TRUSS TO - SUPPORT CANOPY TRUSSES R' LOAD AT EACH CANOPY _ TRUSS IS � , LIVE - 500# 2x6BRACEAT4'-0"at SOLID GROUT - - EXTRA TRUSS OVER SIMP. LUS 26 DEAD •340# TO TOP OF c3LCOND TRUSS TOP OF WALL t, 1 GABLE END TRUSS ! s6 CAN:)PY TRUSSES 3 f-- SPACE 4 S6 , 4 _ 1 .0" SH'G TRUSS USAG BEAM ROOF SHTG ' TRUSS (FIRST SAYONLY I48"a'c 0 � SIMP H5 AT � (� I BEAM PASSES THROUGH BLKG a c' o WALL A7 SOFFIT FRAMING © 5A SEE Cr OUPPORT SOFFIT JOISTS WI rH , * rY ---- 2 x 4 0 / 2 x 4 AT 4'-0"o c HUNG FROM � -_— �--- INTERI()R SPACE ` TRUSSES Y W i BE!,M UNDER � G',BLE END - 45 x 4- 0'•HORIZ UNDER 2 x 4 i_EDGER AT WALL \ / TRUSS jk W @ BEAM PCCKFT WITH POWDER ACTUATED HANG AT TRUSS PANEL Z Z I AS'ENERS 17 'W o.c `� -- 8"CMU ALL W, SIMPSON H5 AND 2 - 10d POINT' �- r=.4 FRAMING• `.J 3 x 6 P.T PLATE - AT EA TRUSS -y � © 0 MASONRY WALL SEE e e 4 NAILER E r" `J F' .P I j'J O J6 c W 5 5A BEAM - SEE PLANo (D W O S6 SV + +S6 _ _-- S6 , a , 0., 0 - O 2 x 4 @ 24"o'c SOF' FRAMING SEF r,R, • m ! V ROOF rRUSSES 7 I - - S6 -- FXIST,NG FANCE WHERE -- — ---- _ � SIMPSON H5 AT THi,:. OCCURS . SEE ARCH'L \ ZO 3 t0 d AT BRACE SIDE OF TRUSS AND TO 2 x 4 2 10ri TOE NAILS AT OPPOSITE SIDE .g W • � � x - -- ------ IZ 2 8 CMU CAP \' 2 x 4 BLKG. @ 48"o/c OR - -T PROPERTY LINE BOTTOM CHORD OF TRUSS AT WHERE OCCURS �� /� c i6rJ SINKERS 5A - - ---- - EACH END I �♦ 6"SPLIT FACE CMU WALL , 0 uj O Z O - SIM'SON H2.5 AT + - + SOLID GROUT - - Q U z 1 EACH BLOCK TO STUD + ++ ? 1/2"CLR V ? ¢ 2 x 2 - 10dcc IN SUSPENDED WALL -# �- - w a w P z rj r AT EVERY OTHER TRUSS VERT I r LL o < O W AT aA ! - ----- BACKFILL W/FREE •DRAINiNG c� GPANULAR FILL > 4 m Q 2 x 3 BLKG @ 24"oi, HORIZ. -- m O o U 2 x 4 Cd 24 v-c - 2WE[°HOLES @ I I •---- _ -- — SOFFIT FRAMING • SEE ARCHT. 4'-0'o!c r CEILING LINE = ,� �� ! #5 x iv @ VERT. REINF --, \ ( t i� `1 \• z 3 S� CC _ , I Q S`J I ASPHALT -� \ D - FRAME FOR SIGN BOARD \ Q Ca 24"o/c- SEE ARCH'L, BACKFILL WITH ENGINEERED COMPACTED BACKFILL AGAINST FOOTING &WALL . i _ _ 1 J No - PLYWD GUSSET �- Ow N i 2 CLR. I j t"lr 0 H 0 CL 2"CLR - --- 2 x AT BOTTOM ..�.-rte — RETAINING WALL SCHEDULE S6 0„ 7 ) taFLl KEY VI ERT iQR1Z TRANS L71NGIT r---------- w POUR KEY AGAINST - Y ' UNDISTURBED SOIL h 4 ii c i) t g' t)@ 24" 44 Ca) 16" b5 @ 24' ( K 1 s+5 TOE F811HEELa• 0"<h . 6' 4' 2 19' #5@16" !t4 @16" ati,4)24 (6) aS --- LONG17 NOTE. SPECIAL INSPECT 1_,N RT AT TH!5 HEIGHT. S6 ri mi Upper Bwnes Fe ry Rd. 15850 S 3'4" = ' 0" SUP 94-0225, MEC 95-0178 SUP 15.0283 33 OF 71 •j„ 1 —i-- l._ 1. 4 '.JUN 1 3 1995 MICROFILMED � 111 � ( I ( � � I lam— GL4Z 4MADE IN CHINA IN ji6l I1 ' ' 1 1 1• t' 1 Z � r ,- T 5 T 4 -r . SFCTiOk 01000 GrNERA1, AND SPFCIAL CONDITIONS t• '•Ns'. IiA►'tA�;F ►'F,fVF\''!r+ t �,F•t'!,►tAT'rfrl P01' I'n1'MF�'� WR'GERVILLE V S A - FULL SERVICE PROTOTYPF 01000 O1 GENERAL CONDITIONS 1 .1t ;roes :!nr rr;g; the constau( t ion and erect ioo o! Hil : ing% fur rt work performed l,,ise (,n i,rrr.rr�r ,,�r• (,f roelle INDEX TO SPECIFICATIONS A STANDARD FORM th►• p �ert and Illi component parts , prior to the pletfon shnll h %tillmittPd to the Architect for review rumplet 'nn of rhr structural frame •rf the projrrt DIVISION 1 GRNE[t�AL RFnuiREMENTS "The Gemara! Condit ions of the Contract fill Conxtinrt ion, " � l and approval prior to or on the last working; day of the und, or It" Placement anti permanent connection of the month in which the work is performed. Payment rerinests A i A Document 9201 , 198 Edition, are hereby made a part rnmpnnpni members to the structural frame, the submitted after this time will hr considered In the next ► 111900 General and Sl►rrial Requirements of these Sperific•;itions . The Contractor shall read and be Contractor shill ) pr•nvidr, Instill ) and maintain prop- payment period. All time erfal must he idere lin nr stored 01!00 Summary rf the Work governed by them{' erly designed and ronstruvted temporary bracing and on- site to be considered for payment Payment requests 013Q0 i O13rtM Samp►rs and Slop ltrawtng;s anchorage oaequstrrngjth ter prevent disaloca- shall he. submitted not ,1T ► forms G702 and 6703 . Temporary Fae. litles achof date 01000-02 SPECIAL CONDITi3Ns jinn, dJ%torting, rrarkinly, fallings off, or nny 01400 Cleaning Up othPr drlmage to the project and Its component parts 01000 Project Closeout A WORDING ON THESE SPU TFiCATiON'S (lite to wind forcer; as regilred by code and au design- ed for by the Architect for the complete structure SECTION 01100 - SUMMARY OF THE WORK DT\'TS10N 2 SITE. WORK Theme Sper.iffcetfonR are abhr•evlatPd or "streamlined" type -"' and fro-fluently Inclndr inrnTp)ete sentenril-R Word-. conch nco 2 Without additional cost In the owner, the Contractor 0_010 Gahm-11 Sit', Work {:cqulrplrnt 01111 , " "sha! ' tr „the Contractor shall " and similar m.,nd•► shall , -it Ills ow,+ expense, r•r•place or repair, its � t 021no Dean it Ion tory phrirses sha 1 I t►r supplied by 1 ni erence In the !came mull- d i r•ec t o.d, ;toy gull t i ons o; the pre►jpc•t and It .,. lair 0 Z f,?170 111r:►rrni; a;and (:r ;,t ),;,,1: ►;r•r ns they art. ter :e Iloilo nr the f)rnwlnEs The rontrrtrtar ponpnt parts damaged du01100-01 THE WURK:e to lack of each bracing and a 02210 Site Cr.tdlne •.trill ! prcn•idr all itpsrr and shall irrrfor•m i: l I ; pleat inns, tn+ t ,►;;i, r� [ 02220 kxc4vating and NHc•kfillinfl 110 ed, and shall ftit nl0h nil labor, m+tiv-I.%IR. equIlivent , Thr work roml,r•ttirIN' till rnmpicto(I construction � �t 02236 Dowaterin; services anti invidrninlR required for their complet ion. rrqirrd h�• r ! • ctrar me ( s and int Jrid�•s all l;rhn•• nr•• r• '.� � N ' si:ry In prncduct• sut•h c•ont1rcic - tion, and all matrr•iuls and equ,li- 02200 5011 Coapaction Control K INSURANCE a"s ; „r f� t Incorporated or to he lncnrporated Inauch cnnsIrurtIor. 0 1 Not Nixed Asphalt Paving R SI►RCONTRACTS 1 Gene r;,1 except IndIrnIed by Owner IF1,0 ) ,N. 1 .r (not in contract ) fir K.E.S. (k}t r.l►rn equipment 1 pment supe I 1 Pr) are excluded uded DIVISION 3 TNR1U DIVISIONLe Co o (SEE GENERAL • STRUCTURAL NOTES IN ADDITION TO ITEMS SPECIFIED HEREIN) Dit,folon of thpoe Specdfirirtions into trade headings conforms ;, Contrartnr shall submit a Certificate of � 0 roughly to customary practice They are used for convenience Iucouranve to the Architect prior to construe- *' C DIVISION-3 - CONCRETE onlyThe Architer.t is hound to define the limits of any y 1 Inr► start inNllriln('N l'ilrr'ir!r shall ('ilrry all SECTION 01200 - SAMPLES 6 SHOP DRAWINGS m � subcontract and will not enter Into disputes between the 'A' rating and shall be acceptable to the Owner 03010 Concrete Contra-tor and his Pmpioypes, lWitiding subcontractors• and lender. 03f011 Concrete Sidewalks and Curbs 01200-01 GENERAL 113400 Extruded Conrret t• C►tr•hs 2. Premises Operations r NUMBER OF SPECIFIED I TFMS kFQI+I RF.D A Sara; J rs DIVISION 4 - 14ASONRY z indeppnrlent Contractor's Nrotectiv: USA Whcr' rerr in thr•sp sperifirat ions an ort ilia, (levier, or lairc•r I . Provide s;lmgrlpti ;:v 1nr!Ic;{ted below allotas rerguir•pr! 040)0 General Masonry Requirements of equipment Is i +'fer•rPd to in the singular number , such ret- 4 f'rodurtc and cus+plPted operations In sperifiratinn spctinn, 041nO Mortar and Grout erence shall i nr l ude as many witch articles as are shown un Chii► sc ter I s t i, s S t r shit +r, ;toll 04.220 Concrete t .rit. Masonry the Drawings or required to complete the installation S . Owned, son-r►wned and hirpd motor vehicles (a) PhyR i ra) 01210 Qt,zzirry Tile detailed instructions for wf:tch surequired Irrequirp fare noted fn Nprrltlr•;st ion sect inns rPlrit inp, to 0 Il PRiOR USE OR OCCUPANCY materials Broad Corm coverage for property damage Q DIVISION S - Mf'.TALS 7, Wnrkpr•'s compensation - Statutory The Owner reserves the right to use or occupy Si;P huJlding; Rmpinyer's liability - $)00,000 (h) Cnrrer! !nn of Work: Arr,hitpc:t will rnn�l►a►•p (� (� 05100 Structural and Miscellaneous Metals or any part thereof, or to lisp equipment installed under the work with „prrnved samples anti if, in the Arch} - nSlnn Metal Studs rontr•act prior to final acceptance Such lisp or ocrupanry shall 0. ComprehunsivP General Liability tert 's opinion, the product is not as [;nod "IN the �- nof c•nnst ilntr dc•rept;:nee of the work lir :rny pirrt thrrp-of . samples, correct Ions shall he made per General DIVISION 6 - CARPENTRY a Podlly Injury S5011,0110 each person; Conditions, Article 12. $1 ,000,000 each occurrence w 06100 Rough Carpentry E STANDARD SPECIFICATIONS H Shop Drawing% A Equipment Submittal Procedures �I nR300 Wood Trims A C;Isln s h Personal injury - $500,000 each P. j y 0 person: I� RefrrencP herein to sppc•lffcatinris iNsaed by the shove names S] ,000,OnO aQgrppalP; $1 ,OOn,000 general 1 . The fullnwing; lictiny, of shop drawings and rqulpmeut or- other oreanizatlonN shall mean the latest editinns of said a Items shall be submitted by Ruh-rantrartor for review w u,v1a,un r wv,�s��►. t......... .JN g;g;reg!ate. by Architect Submit (4) four r•npies containing all � LI � coper,ifirations, unless noted otherwise pertlnpnt dati, anti Indicating the name of project , cup- z e . Property rdaa:agP S1011,000 Pach person: O 0 07120 Damprnofing; plier and mannfartnier. Shop drawings shall tie drawn to w ` S200,OOn each occurrence; 52110,000 ag;Ere)rate specifically relair to this prnject and shall show it] ] 0 C� 07192 Prp-Farmed Vapnr Retarder P tlil'iSION NIiMBERING 07210 Insulation pertinent rPlat 1r►nshlpco of items to the place In which CO n Acimm�tivr L';ttilit Parh is to he Installed. Rind and index all Submittals for �`l_.."�)') Q 07210 Stucco (Outsulatlun/finish) y t0 07510 Rul )t-tip Bituminous Roofing !lumtiprinp and lettering! of divisions in these Sperifitatjons ;( Rodlly Injury - $5110,000 each person; manut�rturPd e 07610 Metal Roofing are merely for }dentifiratJon and may riot he consecutive $1 ,00n,non rirc•h cr•currenre. � gnlpm( nt and hardware it(•ms iutn t+rorhure � O form, w I n Divisions included irrP listed .til the Index of S r r Iticat inns . ,� o � vi ` 07620 Shirt Metal Work p ' ' I(II IIIY 07720 Soffit Access Hatch The Cnntrac-tor shill rherk his rnpies nc the Speclfic.ations h Property damaCe - $100,000 each occurrence. � Q 079:11 Caulking and Sealants with ihr• index !n t: carr they ;ter , nmplPtP. DPAW,iNGS AND L1tiTS Ri'11r1KFD C (rlJ 10 independent rrrrrtiartor•'s - Same limits as above. DIVISION 8 DOORS. WINDOWS, A!\C GLASS SrP 14pel inns f n Divi4,s i one 2 t herr 14 , for shop c!r;Iw i Ii R ;incl 1 i� e �' Q f;. SPECIAI. TN'SF'F:!TfOl:S 11 . F'rnducts and Comp)PtPd operations - same llmltc ae — requ)red fnr Arrh i t Prt s "Shop Drnwi ngs" app r•nv.t 1 08110 Hollow Mpt:,l Doors d Hollow Mrt a l Frames above in oar (1 ) �•rar ,, r•nmmenr.i ng! with issuance of _ 08200 Pre Hung Interior Mood Doors The rontractor will , it his own expense, employ •i final certificate for payment . 084on Aluminum Doors and Storefront System qualil (ed testing; iithnratnr•y npprnved by the 1 . shop c!r;twin;�;: ;,n(1 equfirmrn! l+rorhurps VI oc: 08665 Aluminum Dirve-tip Windows Jurisdiction in which work is to he done, to 12. Contrar.tnal Liability - Same limits as abnvP . will lip revlPwpd by Ar•rhilect and two ropit•s rvitil-nr(1 08700 Finish Hartd!wnry Inspect and test the pincr rnent of str•ucti.ra) to Contractor OaAtO Glass d Glavin{; r•nntr'pte, reinforcing; sterl and weldlnp. Test Unsatisfactory shop c}rnwin % and hror•hurt•R J u v � W 08820 Mirrors resuIIit w t ) hr ;tt ►hr rontrirrtor,R field offire L. RFGULAR ARCIIiTECT SiTE VISITS 7 y I g`' t z x w W A. will he an ldentlfled and returned to Cnntrartnr - - w for incope( tion, fnr• r•psut►mittal . Only correct ;in(] Architect 0Z o o The Architect will pr•rf:+rm a reptilar monthly vlcit . This approved copies shall be on the pr•ujprt 20.y ` (3 z H _ r- is DIVISION 9 FINISHES visit will occur during; one of the last three (3) workini; _ E 0 ? C Oyp. y H. AntITTJ N(I PROPERTY, ETC. days of t hr• ronnt h. The purposr of this i s vis 1 t will 1 he i n Q Q < z 0 092f,n vtrm Dr wit) i Approval of shop dr•nwirirs ;Ind erinll,men( htr,rhnrt•ti Y1 ZQ o ,� = a v 09270 Gypsrim Drywall Finishing rP� iPw the state of the rnnstruct Ion and the perevioage of a a10p _ 0 < < 0q:4n11 CPr;tmic Tilp 1 The Confriietor shall hP responsible, for ;adjoining; wnrk completed, by Architect IN rener•al and (loops not relieve Contractor 09509 Ar,cnuxtiral CPiline Systems property, both private and public, as they may he of r•Psponslhility for mcrur•nry, dimr•ricions, proi+pr fitting; of wnrk furnishini; ref aaterfals or !shot re(prirpd h:- Contractor ' M, ^3650 Pas t I l ant F)oori ng; affected try the w(►rk under this cont r;tet . Cont t itrt n► and not shown el- ahop dr labor ei equipment 09900 Painting M ENGINEER'S NFOULAR INSPECTIONS 099$0 vinyl Wall f'overinPs 2 The Contractor shall perform all work required to main hrocRures shall not he construed its approved to dppatrt �• ficin or restore the ad aloin property, both rivntP The fn ,}neer will , from Contrar.t re(lulrements. 09970 Preflnlshed Wall Panels j B p p Y, p r perform one or morn rPruliir insi+ert .ons y 09975 Fiberglas Reinforced Panels and public, In or to the condition prevailing At the during the course of construction The Contrar,tnr shall dW start of his c.perntinns. nniify rhr Arrhftec•t and the F:nginee.• when wnrk has DRAWINGS AND LISTS REQUIRED DIVISION 10 SPECIALTIES aufflc;IPntiy prog;rPscord to thr Inspection point . The first Inspp(•t inn shall nrc•ur prim to roofing; hltt after Mt St•PlliirleUllN Metals and Structural Stppl Pref;thricat Pri Plast it 10155 Toilet Compartments i . PROTECTIVE ITEMS all diuphr;►rm and shear wall nailing; has been finished. Ruilt-Lill Rnnfirtp, Speriflcations Larinntp Casewnrk 10426 til Yna[ e A Graphics (Ridder nest[ ned) Reinforcing ;tt•rl Aluminum Storefront System 10520 Fire Protection Sroclnit.lr!s 1 . Provide and maintnin till temporary items of prntPrtlon Wond Trusses y I aluminum Drive-up Window. IOROO Toilet Accessories Nuch no barricades, walkways, fences, handrralls and N. SnTi. EN'G(NFFR'S RF.GIti.AR INSPECTIONS Finish fbirdwarr• Toilet rompar•tments similar items: required by the state ;end munirfpal 'As required If Sails report Is provided Soffit Arrpss Hatch Tui let Accessories DIVISION ll EQUIPMENT authorities and Insurance under welters , and as ap- Hollow Metal Doors h Frames t proved by Architect , to protect personnp) ,and the 11220 Kitchen Fqulpment A Stainless Slepl Cenern) puhllr from injury Al ) protective Items O. CHANGE: nRDrtts in nidition to drawinl!s :rnr] items listed uhove, mvp sr•r•tion � for the ithspncp of which the Owner might he linth)P in Divislous 2 and 14 , fnr mrirlttinnal drawingN And list-8 rprlulr•ed f(,:- Ar•rhftert 's C DIVISION 12 FURNISHINGS shall he provided fnr by the Gpnerral.Contract nr•, who 1 . Procedure• Change order requests by the General "Shop Drawings" approvir) . O shall agrtump all respnnsihility for. ramp. Contractor Rhnll he made In writing to the Arrhttprt .W1 1231n Prefahritated Plastic Laminate Casework Ornl rhnng;P orders that affect thr Contract amount 1 . Satisfactory shop drawings an•i v(luipmen hr(.rhures ~ U 2 The General Cnntriletnr shall he respnnsfble for the will not be binding; on either- party. The Architect MI1I he identified by Arch JIert and Iwn Copies r•Ptt.t.opd ~ :� DIVISION 1? SPECIAL CONSTRUCTION proper protection of the building alraltint the Ple- will respond to the request in writing;. Approval by to Contr•a(,tor ments and from Intrusion, he Rhal ) provide temporary phone may he accepted if followed by written ap- W dal NONE, THiS SPECIFICATION rnr:lnsurp% to npenlnps with doors and hardware as prm•nI . AfA form 0701 is the only acceptable means 2. Oil(' copy of unsatlRinrtory shot+ drawings icnd hrorhurpm S CL t required, of, ns directed. of changing Contnrt nmotmt Owner- init.inted change IA _ 4 C g will he cn Iden1lflPrf and returned to Corfrnrinr for rr- QIVISION 11 CONVEYING SYSTEMS nrrler• t•PgnPsts will he transmitted to the rontra(.Iol submittal Only correct and Arvhftect apprnvpd roples 3. Provide and mudntain all necessary temporary rnmdwnys In writing by the Ar•rh1lec.t All change order re- shall he on the project . 4014F THIS SF'F'f I F i CAT 1 O1' and walks no required to serve the construction rues,It for fir d v i ng and apprnva 1 -,hit 1 I be door fn '$DIVISION 15 Ih'P.CHANICi,L operat ions and the ptihIIr. t imply manner by both pni-tips 3 Approval of shot, drawings ,sari priuipment tu•ochtirvs: by ArrtiJtpct Is, genera] and fines not rPlivP Contrarinr pf _ responsibility It,' ;,rr•urar•y, rlimensions, propri fittirtp, of r M SEF MF.CHANiCAF nRAW[NGF Overhpiid and i'rofft - ('humps fnr overhead shrill be wnrk furnishing of matpr•ials fit. labor requil•Pd by Contractor limited to ten percent (11111) of Contrnco ctor' cost on rind not shown on shot+ cdr•nwings orPqu.'l,ment hroc•hurrs shall DIVISIOiC 1F FLECTPI( Al lit ;1111 Proof lr -h•; It !,t• ) !miter! to flet• pvtcrrit ;5% tir• he ron• tr•upd ns appt•oved to dpl►irr•t from rnntar' require. -- r ffr,rt rartnr's rust nn ill rhani- ni dnt•, mt i(i �. . MO t ` I t Fl./'CTN t r�,' r,t:1h T•.r , SP1 F.ND OF S,PU I F I('AT 10N� Upper 9t>oneo Ferry R4, 1565o -� t3UP 94-0225 MEC 95- 178 90P 95-029? 34 OF 71 2 3 — C JUN 13 1995 M I CROF I LM ErOD 1 � 1 + 1 � 1 � 1 � II1 I FIM- il ! illi � lIIII � I VIII � i illi li , i1 1 11.11 GLASS 41 MADE IN CHINA r( IN 9 3 g S t 2 «' r T h The• Mrer* of this Sere lora Kh,,I l Inc !urtt. at l axr•rlvat 1nr, S1.CT!0N 01300-TINPORARI' FACILITIES " (.s:;grunter' haarktlllin1, and fi11JRh grading; r«quir•Pd Ir, ttie r0nafrurttnr. of iIte• hulldlrtg• t rat h I n henrhsark 'rs monomer t;r and of ht•r rind aur'rouncd i ort apirur t Pnanrt.•, , except exr;,+'r,• mut ,eyu 1 reit f or 1 nxt a 1 l at 1 tor. The Cost t uc t ul sha 1 i pro\ i tie1 wt.I ege •u;sr;int Pr ra,Ierenrr ;inlnIi: rf dls+ rirhed ear des Irnyed, replace as directen d of merhaul arid PJeri rlcal work fF771 1 ' ' . , t t r, 01300-01 'rF4141RARY STkI'C'rt'hi ` aCainat all defects In mrlterials or wnrkmnnship of rill G The Cotrtrac'tor' shall verit locations of all existInV trades under, the Contract This guarantee shall he for a y Y C. In the event that the untJe'rlylnp, sail r.nndltiunatl ore nut Contractor shall provide tcmpurttry structures as re•tgulretl for period of twelve ( 12) months, unless noted ha be longer, or tit Ji It lea prion to beginning any work Contractor 1s responsible f .^ repair Adequate for bearing, the Contractor shall notify the Arc.hlivit Immediately or replacement of his work Field office building sh411 he provided . for the period stipulated in the various trade sprcificatinns utllltfPs And property damaged by broken pipes, wire. , rte. prior '.o any action being taken. After field examination by the Arrhitrct , for periods longer than twelve ( 12) months. This period shall H. All work shall tee perform.-d in accordance with Sr]i1N auusequrnt testing may be ordered. The Contractor shall be consulted to determine the most cost effective method of resolving the problem. commence as stated herein upon Suhstsnatial Completion. Report , If prlvided. 011 S00-O! TEMPORARY MATER SUPPLY Contr+►ctor shall arrange for and pay for all tPapnrnry water and The Contractor shall obtain from his subcontractors SECTION 02100 - DEMOLITION D. Share and brace excavations where necessary to prevent and shall deliver to the Owner in writing ull individual cave-ins, and in arcordanrp with all safety laws and r.udetr . L _J supply used during construction. Drinking water shall be provided from provPn trade bonds, warranties or guarantees specified under the vote source tar all those connected with the work. various trade sections of the Specification. 02100-01 GENERAL E. TESTS, INSPECTIONS AND SIIPF.RVISIOA 3. Supplementing the above, the guarantee and warrantyA. areolaegmalitian to remove all existing buildings, I . All testing required by the Soi)R IIFport , it pre, concrete Wilks, Aaphnit paving,01300-03 TEMPORARY LIGHT AND POWER nerlc]d for mechanical and P)Prtriral equipment or ani h;trhngtP and debris -from the site all with_ vidPA or as requfrrd in these Sprrtfir•Attons shall hP nthrr mer•hrlolcul contrivanc•P ahalI rolrlmenrP from tilt. date performed by sr•rc)gnized profewitional testing labor :lt'ary rlrgtF 1'�t!' Lr'��'��'f:11') 111;1,1 ,,Ia�t '� �h't'1 111 Ihl' Sile (�1'adlllg• ! Imils ilnrl 1'r'm�)\'P tcllrrh mAfPrlAls from tele! site. An1V L ii!hi ,end Power - Plarrgy 1 t hP. r u 1 anent i s f if st t I n(-Pit 1 n rout i tined hery i ce. 1 n appr(Wo-d h • t hr Architect N c will be paid for h • the Contractor. q 1 t salvage from the above becomes the property of the contractor. See Generallow e 1 no case shall the guarantee period start date proceed the Site Work RPgairemrnts tar use of RJtP and protection of person and property A date of Stlbstantirl) Completion Merhrttiiral find/or r lertrJ - Geuer;:l mote;,( tor !,h;i) l lay out all linps and e a rat equipment placed Into service for ti)r benefit of the Ievl.I% M,tkt• every effort to preserte rttakr-% 01300-04 TrmroRARY NEAT t.4 1'FNT!)•ATION Gt•nrr;ll Contractor tali;lll tont c:onstitule continued service As a condition to formed acceptance by the Owner, the B. Remove and fall any existing basements, septic tanks or i g 3 Genpral Contractor shall give the• Work tits personal fee Temporary heat and ventilation shall be provided as required underground storage tanks within the Site Grading Jimlts. All concrete and Central Contractor, at h1a PxprnsP, must plticp ssmP in supPrvlsion. !n hta ahspncP, hr shall iPAVP a respnn- tanks to be removed [tom the site and holes felled wi .h structural fill .and paid for by Contractor. Furnish heat as required to dry out building and rlrst class operat;ng condition as if it hart not been RJbIP rPprementativP in charpe who shall have the M work from dampness and cold. used. The date of continued service will lip determined authority to receive and execute orders from the from lease periods set forth in the lrn%e agreements for Architect or his representative. 01300-05 TEMPORARY TOILET FACILITY the. huJJdirlg, SECTION 02130 - CLEARING i GRUBBING F. LAYOUT _. Temporary toilet facilities shall be provided for all those 4 . Should any defects develop In contract work within 02130-01 GENERAL connected with the work . Keep in sanitary condition. specified periods due to defects In materials and/or 1 layout of all work under this Sect Intl shall be workmanship (exclusive of daaagP dire to the Owner's im- A. Sep Section 02010, General Site Work R!•quirements. made by a licensed Surveyor acceptable to Archliert . 01300-06 JOB TELEPHONE proper maintenance or operation) , the Contractor shall make repairs arid perform all necessary work to correct 02130-02 CLEARING 2. Maintain all brnrh marks, control monuments and fl i 7%S Job telephone shall be provided: a non-coin-box type ronnecte•d defective work, as approved by the Archltect The Con- stakes, whether newly establi%hed by Surveyor or pre to local exchange tractor shall execute such repairs and corrective work A. Clear site of snags, brush, shrubs, rubbish• and debris v1ous1y PxistIng. Protect from damage find disloration. SECTION 01400 - CLEANING UP within five (3) days after written notice to Contractor if necessary to distort existing bench marks, rp-PstAh- it 11' 11 by the Owner, and the Contractor shall bear rill rnsts in P. At open fields, vegetation standing higher than 4" list, in a safe place connection therewith. The Owner will give notice of above the existing; ground shall be mowed as close to the ground as posse- O � 01400-01 GENERAL 5. defects with reasonable promptness. ble. Mowed mAterial shall he hauled oft the site to approved disposal 3. If any discrepancies are found by Surveyor between I� <r 5. Should any defects develop in the contract work that site. the Drawings and actual r.ondltions at the site, Arch Itpet i� 0 make such minor adjustments In work The Contractor at all times shall keep the premises free from constitutes an emergency. the Cnntrartor shall visit the reserves the richt t site within twenty-four (24) hours of nntJflcatfon by 02130-03 CRC►PBJku ra s (Y accumulation of waste materials or •ubbish caused by ells operation. At the sppcifiPd as necessary to accomplish the Intent tit the completion of the work, he shall remove all his tools, construction equipment , owner of the deficiency and btcln emergency repairs within Contract noctlments, without increased cost to the owner. ;'-- that period. The Owner shall promptly notify the Contractor A. Remove all stumps and roots larger than 1 -I/2" in 02220-02 EXCAVATING machinery and surplus material , and leave the work "broom clean" or it's equivalent , except otherwise specified. After all trades have completed Mork and shall take- available measures to minimize any damage to diameter which occur within the following;: the building And contents . The Contractor shall bear the A. Farr.avat.• for footings, foundation, walls, etc. , to ctf and just before occupancy, the contractor shall vacuum clean Interior of the cost of any damages to the building and contents. I Areas to he occupied by buildings, indicated future sizes and levels shown on drawings. An onnotod fnotinp or foundation depth w building. Including heating and ventilation duels, hand dust and clean fixtures buildings, walks, and paving, and also areas which occur shall be judged to :,e game as depth ranted fur nearest footingor foundation � LL andcabinets, clean finished floors, hardware ant; doors and wash mirrors . 6. In case Contractor fails to do work so ordered, the within ten feet of building areas. within same category and function . The final 6" of footing excavations to ~ Owner may have work dune by others, and the Owner may accomplished either• by hared or by machine if compacted per Section 02260, W SECTION 01500 - PROJECT CLOSE OU7 charge the cost thereof against monies retained puruant to 2. Areas other than "I" above where stumps and roots the Contract . If said retained monies are Insufficient to are less than 12" below finished grade. B Remove unc)assl fid or uncompacted materia) uncovered (� �i z Lr) O pay such cost, no, Jf no money is available, the Contractor during foot Ing excr]vations. Place and compact Rtructural fill fir bankrun I 0 01500-01 REQUIRED DOCUMENTS and his sureties shall pay Owner the entire balance of B. Stu"ps an•l roots need not be removed in fill areas out sand as required to maintain tooting depth as called for 1n the Drawings 0LLI C5 cost of such work. sire of building; r.reuo . required to be more than four feet deepover The Contractor shall he involver) to determine the mutat cost effective method CO [-- w A. Without relieving the Contractor from stipulated require- existing grade. of resolving the problem. mpnt% noted elsewhere in Contract Documents, the following is it list of 7. During the guarantee pPltod, the Contractor Rhnl ) ) Of cif required documents to he delivered to Architects office accompanied by a assign a person and an alternate pr•r•son to administer the 02130-04 DISPOSAL C. Should water' enter the exravntion, it shall ba removed W W 0 signed letter of transmittal guarant Pe. The Contractor shall provide and keep current in an approved mariner by the Contractor at his expense. Material in the �✓ IOL a list of names, addresses and telephone numbers of the A. Gather up all brush, stumps, woad, and ot.hpr refuse and bottom (if trenches which has softenrd by such water shall he removed as ' B. AS-BUILT RECORDS administr- nars, where they can he reached during and after , remove from the site arid dispose of materials at a contractor provided disposal directed by the Soils Engineer at the expense of the Contractor. LLC Of 8 business hours . site. I . DacllmPrrt51 ns llHled below shall he maintained in the field orrfre building- E. COMPLIANCE WITH REQUTREMFNTS OF GOVERNING AUTHORiTIES 02220-03 BACKFILLING it Derwin Cs SECTION 02210 - SITE GRADING � z h. Specifications 1 . Certificates of inspections: Mechanical and Electrical . A Acridt•ntni river -excavation for footings to lit- b;:c•k- c' . Addenda 02210-01 GENERAL filled with I-1/2" minus rr•u%hed rock. Compact backfilled per Paragraph d. Approved Shop Drawings 2. Certificate of Occupancy. 02260. 01 -i1, A. SPP rec•u i resent s of Sect/nr. 02010, GPile r•a l Site Work P. Change Orders Requirements. e _ z N q R. interior Ilnderslab Fili and Foundation Hackfill : Barkfill i i _ W > f Field Orders a ainat intprJor face of foundation walls ;.nd fill under interior on-grade V - W W g. Other Contract Mudif!c•atinns 01500-02 DOCUMENT SUBMITTAL PROCEDURES f' W h. Other apprr.ved documents submitted by the It. The work of this section requires the stripping and concrete slaps from rompacted Ruh-grade to leve) req,d red for hottnm of > o a f zino Coot rartor in romp Iiance with various sections t,f A. All documents are to he In office of Architect before disposal of vegetatino and rough g;radJnc of the site, all within the "grading; concrete slab with at minimum G" deep fJl ' •af � 1 /2" minus washed gravel =_ the Specifications . ffnu! ;:rrPptanre an,d isstinnve car final certificate of payment . limits" (pebble stories) or washed pea gravel , Q NO3 z � g <a < > moa C '• a t 2. Identify a* ec' "Projt Record C:rpn y" ug set oa f t. ct (' Foundation BitvkfIII - Aftp• completion and final Insper- 1 B. Provide (2) two sets of all documents. 02210-02 STRIPPING tion of all spec•ifiPd %uh--grade waterproofing :,�,� sohg' - radP Wnrk , remove all n! the shove documents debris. formes, organic matter , etc. , and backfill against exteltn side ref M 3. Maintain the documents in good condition, avfilltihle BROADSCOPE SECTION 02010 - GENERAL SITE WORK REQUIREMENTS A. Stripping Vegetation fuundAtino walls . Backfill with subsnll At these locations Place in t-, ' C at all times for Inspection by Life Architect . no not use 020]0-01 f,EN°RAL layers and machine tamp to 901 for constru;:tion purposes. Keep documents current , riot I . Strip vegetation to completely remove it from all areas of site, n. Trench Backfill : Nackfllling of trenches or ditches made W concealing any work until the information has been A. Requfremclits of regulatory agenciPR: by Mechanic"] or E)Pr.t.rir.al Contractors will be by Contractors making the Q recorded. 2 . Strip vegetation from areas requir'.�r. cut , it.) trench or ditch. Backfill trenches with same material ( if sultahle) as ] . Permits, tees and notJce%: See General Conditions, ndditJon, strip vegetation at fill areas t', level which material adjacent tit the ,amp elevsatJon. Place in 6" layers and machine tAma 4 . Regard on the most nppjopriatr document : Art . 3.7, is a minimum of 12" below finish prude, so that no to 95% compaction for interior ander Blah areas and 90% compnrting for nil i a. SJCnlffcsnt changes made during the construe- � vegetation occurs in top foot of cut and till . other areas . Final responsibillty for this work rests with "Goneral " •• Design conditions: Where work Ja required nn Cont rnt-tor•. tion. public right -of- way to be per requirements of govern Topsoil : mental body having; jurisdf^t inn, specifications per h. Significant detail toot shown in the nrlginal Sections in Division 2 apply whrere not prnhil,7ted by i Strip existing topsoil and stock pile for reuse. h. Exterior t►ndersiah Fill : Whirr, required by lowoes% of S Contract Documents. government authority. existing; gr•adr, fill under exterior concrete pavempnt slates arid walks with r.lean r. a nr't earth (/1. The location at underground utflitJPs rend fi. Design englneering AnParth subsoils, Pxc•Ppt where drawings show gravel fill Comi d cnnstru^tion methods for earth 02210-03 ROUGH GRADING fill to 951 compnr•tinn per Section 02260 Slope off Rides of illi to adjacent C appurtenances rrtrrencrA to pprm:anent surface work operations, temporary bracing, Rhnring, undprpinninp, Rhee'.A .., Ptc. ' %ubgrr►de at maximum of 30 degrep% rind cnmpart sinpes same a% cinder slabs. •• O ConcdItIonR. are rPRponsibillty of Contractor. When Contractor deem% any such ►r',rk beyond A. Hough Grading Inside Building Areas: After stripping!, oft+ capability Contractor Shull retain, at his own expense, the ae.-vices of a rough grade to a finished suhgrade level , plus or minus .05 of one font , d. The lor.atinn of internal utilities and nppur- qualified soils consultant to advise Contractor on all conntructlon techniques which will allow it minimum of 6" depth of gravel per 02220 02 -H under SECTION 02230 - DEWATERING � U_ tonroncesvIsJb concealed in bt111Aineat structures, referencestructure. involved in the work, including design, checking and approval of temporary concrete floor slabs At cut areas compact soil , before to visible and ec•reasit►]P features tit the str•ur.turt, p placing underRlah bracing, shoring, underpinning;, and other Items pertinent to the work, and on g;ravPI fill material , so top E;" of earth is 95% of maximum density nhtainahiP 02230-01 GENERAL W U construction methods for solution of problems which may he encountered during At fill areas, if material from on site excavatinn will not adequately rum- = Q P Surh atner as-built Information as direct.td. q y execution of Lhe work. Soils consultant shall he primarily concerned with part to requirpd density or is Insurfirient in qunntity, fill with 1 -1/2" A. If at timP of fonting arid foundation wall ronlRtutiction, construction methods which will prevent RettlPment and/or damage to such water table is high arid bottoms or footing trPnrhes cannot he to 5 Submit ;]) I project record documents to the Architect minus unwashed gravel or well graded pit run gravel with not more than 5t E L properly ,tI with the surrounding structures as sidewalks, roads, 011.1ties, and embankments on mJnns No. 200 sieve sizp materini . Place fill in lifts not over 6" in depth comparted. Contrartor shall lower water tNhle durinF• construction period by after completion of the work, prior to, or ,:!c gy Corner's mt•anR of pumping,final request for payment property and on property adjoining site of the work. and compnrt Pac11 lift to 95% of maximum density obtainable . Top 6" fir gravel p p g, trPnching helow water table er other means, to insure till IR specified .In n2220-02-8. proper- soil cnmpnr.ttoo and placing of roncrPte C The fallowing apply to Demolition and are genera) 1n r TNSTRUCTION ANn MANUALS nnttire. All existing. underground utilities to he abandoned are to he rapped B Rough Grading; Outside Building Areas: At area% requiring; B See Mechanical nivisinn 15, and Flertriral , Division 16, and/or removed to the property lines. Verify with local utility companies As rill , place rill mAlerifil in lifts not to exerted 6" depth arid compact for dewatering of mprhanlr•al ;Ind t ;ec•tr'ical work exr:tvnllnns f7HET MQ I Mainlenanre manuals, ito chlplicAte , shrill he prepared ter location and for instructions Coordinate with local sprving utilities. PnchlJft to 95* of maximum cfen•:ity obtainable. Rough grade to A subgrade leve) R" below by the Centrar.tnr, in arrordAnrp with the detal )pd require- pavement top, or as indicated on drawings, at areas to receive asphalt paving and 6" below menta tit Divisions Fifteen And Sixteen. Bind using hard - D. Work done under this Section of these Specifications concrete top, or as indicted nn drawings, tit areas to receive concrete board rovers The front of Pnrh volume shall he Imprinted 51111111 Include the pinrement and rompnr.tinn of fill material . control and 1 n paving. Rough SECTION 02260 - SO]► t.'11MPACTION CONTROL g;radP All other, arc•ns regale- ing; grading, to finish grade Tolerfincp In this grading k•nrk with the, name ref the Project , Owrer, Arrhiteri g'ng!inver. inclwrtIon of compact Ion ( Inaper.tIon by npprnvPd Tenting; Lah) and all is g,1us nr minus(1 1 of n foot � � Sohrnnt rat.•+fir ntid dnt r tr:! !:!i ant y work ner•PR51nry to ( tlmpl Pte the grading to rontorm wJ t h .l 1 nt.'s r.rard, .4 and RlopPs As shown on ttie nrnwIngti All n51 recommended by the Soils 02260-01 GENERAL SECTION 02220 EXCAVATION 4t. BACKFILLING 2 1 not,t cur+ 1 oto, i it t hr rt aerate inn fito'! red i nail %• m;r i nf'eilrr t , If pn• •. i dela A 1' ! a•or•N t 11 1 Se: t i r,r shll I 1 tar pr'rf"t mer! 111 .sc COT !tt11( r 'Prance of Systeme. $11111/tit Pqulpapnt InotoIled shall he )'r11\'J tIPd to the Owner n► hisI'f'prP4ef11 elf i\'e�• Not I f V t hc• F Protect any St I ur•t rlrpH '); t l'i'ps as rips i Prrtit ed. Keels n2220 �1 F.XCAI'ATING a'1 t h SnJ 1 s Report , 1 f pent'i rlyd Architect of the date and p1n.:r where 4tlrh insiruc•tIons A(,tit'p utflitirn Intact And In rnnlinunuv opPrAtlon. Observe and comply A tiee reynirr•rn1•tats of Section 02010, Gent'►al Sitr Work P. Organic c.:.ttrr in fill or bat i,fiII under structure, nre to he given, along with the nnmp% of Cnnttnctor•'s and with ]nr;ll ordinances of- regultitinns relatirlr; to fire prevention, noise, PvquiremPnts Rlnb, or paving; is prohibited Ownrr'x represpntativPR t •IrlIripoting. Ug)gserAmu-i Fall Ad., 18650 street mulntpnance and dust abatement . iLBUP 944m,We 1"176 -4- L BUP.si 211113 111 OF?`1 1" d S JUN 1 3 1995 MICROFILMED 41 r r MAI>tE IN CHINA IN r , 4 P Ifhe•rr otRrr Crrt tans cif 1 hr xi►rr ! I%.,,! n., r equ 1 re 'i i xc'e't++ 10,11 fit r,:I., tun(' curet t ,.r +nr ' r. kr•s)cnt,►: h! 1 I t -' S cuopaeliea to .r strctrri IwrcrtiraGr. ram(+art :nn Rl,.rlt tit. t1• �t;►' r•,+ ,irn. Nnurrnt• hnrf PrnrPrtinn cf rnnrre.•tr• 031Q0-03 EXECUTION - ahtaimPd at olltimua aoit:turr r•ontent and sect flu• re•cluirrerr,t . c•1 �t ;nc�l,,rc! ! Dlspum,• r.t rXrrt•� n,r'rr ,:, lr, . rP(►ui • .; � � r.rttlKmrr' - ;t I►r•lu�+. ir s:nnr•►•rte a` mnori r:tc pnsr.il-le• uftrt Proctor Compaction Te,41 or AST14 f169A•6fT or AASNn TOA SS ; emcees carr trenvt:Px witt.iu Ito- wart „nty Iwo toll at nn trdritt ,un;tl (:+ Owner rat to the le,,% rr,; rr:xrr . without sPgregatiort fir ine;" of A Surface N•rl,;rr,rr nr i ngre•rl i e•n t t;, f n l ayerm not mnrP t ban twelve Inches D Tests to determine fulfIIlarot of specified earth compac SECTION 03010 - CONCRETE 112") drep Secure through cosrpaeting by continu- I Prepare sub-grade and install r•ork sub-haxP as tion requirements will be made by Architect as deemed necessary rust of (file hand spading or vibrate mechanically. Protect sperified In Ser.tion 02?.20 Fxcavntloh and Backfilling Of tests will be Mid by ftno r when test meets specifications ;.'Id by the 03010-01 GENERAL from sun, wind, rale, freezing and disturbance until Contractor for each test which dors not meet specificationsthoroughly hardened. Remove forms only atter con- B Form Conslrurtlon: rl I A WORK IN OTHER SECTIONS rrete has thoroughly cured, looting exravatinns m.trde by machine to level of bottom it. Record (fate, time and weather conditions r►f 1 . Set forms to the required grades and lines, rigidly Of foot IMP shall be compacted with minimum of four (4) passes of hand 1 Hangers, inserts, and sloeving for mechanical and placing of all portions of concretebraced and secured. Sidewalk forms to be set to establish operated vibrating plate compactor performance equal to Jackson Mncfe) compac- electrical work ( • Construction Joints shall be )orated where noted. smooth curve% and even transitions In grade. . tor (Inhere footing excavations are made by hand with shovel for last 6" sent to be approved prior to pouring roncrete Porro place- depth, no compactor work on sub-grade Is required. ) P. CONCRFTF WORK, GENERAL P. CONCRETE SLAB FINISHES 2. Cheek rompleted formwon for grade and alignment to SECTION 02610 - HOT--NIXED ASPHALT PAVING l All concrete work shall conform to the requirements 1 . General the following tole( teem of the Uniform Buildinh rode and An Stnndnrd 31A Build- a, Screed all slates, for whatever finish, to true 0:610-01 GENERAL Ing Code Where a rr,nflirt or•cur•s with other prnvisions levels or• slopes (A1 . Comply with ACT 304. p)arinp concrete In c of this Specification, the Uniform Hud ldinl; rade shall cont inuoum nppr»tron within I►)nn1r•ri joints or � - a A Arnhem This section tan rAt k i n t hr pr,rl nr•rpetin: flit. t I r nvern ='• Trowr 1 I hl' meet f ores "" ,rot t e g h i+1•,re.me rat until work n f ~ ab o rc•nct cur t I nn of now Asphalt l t dr t ve It Trowel by hnhd or machine to hard, densp sur•fn(.v other trades a► Cert i ng concrete is completed M �l ^ ► w1)•r. Hari list k t nim ;fres~ 03010-02 PRODUCTS frP P frrnp trowel m„r•ks . no nut nhonrh wet sent% with M + • O:A10-0! PRODUCTS he'll crm«•nt for mixture• of resent and sand. Wait ur,ti] Ivil! f;;re nn Iongltudir,;,1 nx1R, not �,nr►• N ^ ^ surfaces are dry enough for proper trnwe)Jng then ti4 inch In 10 feet +� ; A• FORMS o A. Crushed Surfacing' .0 ti N I . Plywood forms - 5/8" DFPA EST "Plyform" or equal , an 3• Slopes to Drains C. Concrete Placement - I . ` ; Crushed Surfuc:ing. Base course 6" of ] i,`2" minus approved by Architert . A. True to line, evenly graded, 1/8" per foot ild o crushed rock unless otherwise noted I . General , Moisten sus-base to r o prof i de a uniform f ors te► 2. Form Tles - Superior woad cone "Snap Ties" or equal , dampened rondition at the time concrete Is placed. 2 Crushed Surfacing, Top Course: Crushed aggregate 4 . Detective Work for the top course shall meet the requirements of 3/4" 3. Treatment of Forms a. Remove and replace am directed loose topping 2• Concrete• Placement • minus crushed rock or crushed gravel of Sertinn 9-03 9 a. Board farms shall by kept wet . surfaces whJrh show excessive shrinkage, cranks and (3) of the Standard Specification, thickness of 2 inches. any other Klatt" which do not drain proper)y, (a) Comply with ACI 304 , plaring eonrrPte in b. Plywood forms shall be coated with approved stain Ccontinuous operation within planned Joints or 9. Asphalt Paving: less form oil . SurfnreR to he painter) shall rerPlvr . PATCHING AND CLEANING ser.ti(iris Du not begin placement until work of minimum quantity of oil as necessary fnr form •r•emnvu) other trades affecting ronrrete is completed. f[ J CJ A ] . After farms are removed, rescue prnJerttny, pins, l Asphalt paving shall hr CirrRs "r" as ahnwn nn the• plans, cnnforming to the applicable sections halts, form ties, nulls, etc. not necessary for 1hP 'ark of the I Re time of Plywood Forms (h) Consolidate plur.pd ronrretr using mechanical Standard Specifications, thickness of 2 inches . e . Wlthdrnwprojecifng Halls; clean cnnr.r•etP from or rut back one inch ( 1") from the surface. Where stir, vibrating Pquipmetit with hand rnddinl; and tamping so ince defects such as honeycomb or rock pockets occur, contact surfares. that concrete Is worker) around reinforrement and C. Asphalt Centeno : repair the defective arras a% directed by Architect other embedded Items and into all parts of forms. (� I . Asphalt cement shall he AR-4000 Joint marks and pins In exposed work shall be smoothed (r) Protect cunrrPte from phyairal damage or Q grade paving B. RE'NFORCTNG STEEL oft and cleaned• reduced strength due to weather ritremes. In cold asphalt conforming to AASHTOM 226, Table II1 . � • O weather, comply with ACI 306. In hot weather comply r 0 1 . Genera 2. Repair defects in concrete work as per ACI-301 , with ACI 305. D. Asphalt Tack coat : a. Conform to the "Manual of Standard Practice for Chapter Nine and as directed by the Architect. Chip voids _-� Detailing Reinforced Concrete Structures, " ACT and stone porkets to a depth of one inch (1") or more ns' }- 1 . Asphalt to be used as a tack coat shall he Pmulmf - D, Curing: � Publication 315, except where otherwise shown. See required to remove all loose material . Voids, surface fled asphalt type SS-1 or SS1h conformtnr to ASTM D 997 Structural Notes or ASTM 2397, Irregularitlem, r.hipped areas, etc. shall he filled by 1 . Begin initial curing as soon as free water has dis- Of 2 Materials patching, gunnitr or• rubbing am directed by the Architect . Appeared from exposed surfares. Where possible, kepi, w E. Weed Killer: a. Bars - Conform to ASTM A615, grade CO deformedRepaired surfaces shall duplicate appearance of unpatchrd rontinuous)y moisten for not less than 72 hours. rontIritlP LL work. e rurin b use of moisture-retaining cover or membrane- to, 1 Monahor Chlor;ute. per ASTM A305. See Structural Notes . farming by compound.3. Cler:n exposed concrete surfaces and adjoining work Crock Control Joints -"Burke Knld Joint" or equal . stained by 1paktti;e of concrete to a llJ 02610-03 ]EXECUTION approval of Architect 2. Cure formed surfaces by moist curing until fnrms are Z z 3. Fabrication removed. O D. CItR1N'G rONCRF.Tt; Il ►1 II O 0 A. Inspection! a. Conform to "Manual of Standard Practice. " 3. Provide Protections (� Material shall be tree from rust , scale, or other I . rrneral p tections am required to prevent damage to o ' ' exposed conrrrtP surfaces. CD m � w ] Examine Ruh-p•rarle• surfaces scheduled to recpive coatings. Pending, mtw ll he done- told. Do no a Curr for not less than seven (7) days. Q asphaltic pn%,Ins for rondJtinns !tent will adversely straightening or re-bending unless approved. h. Slabs exposed es exterior nr while curing shall he. E. Jofntm: (� W Affect the exe•:ntion, quality, and performance kept wet for 2/3 of the curing time.. ~ 0 of work. So do not start work until unRatisfartory 4 . Shoji Drawings Ld rnnditionm have been corrected It. Furnish In accordance with the General Cnnditlons, 1 . General Construct expansion and weakened -plane li_11_ CL reinforcing steel bending andIncingrr to surface of the curb. Construct transverse joints at diagrams E. SLF•FArE TREATMENTS (enntrartlon) Joints true-tn-lint with face perpendirular CL w B Sub-grade: pared by or under the mupe.rvimihn (fis rluclitled1 . A11 concretemurfuc:ea aha]] receive A minimum right angles to the steel detailer approved by the Structural Consultant . K curb rpnterline l The mute-graQ of one coat industrial concrete sealer unless spec! • Z de shall be. constructed in accordance fled as base to receive additional fini�ch mnterfal", 1. Weakened plane (Contraction) Jofnts prov)da with Section 02210 of the "SitP Gradlne" specification C CONCRETE INCNFDiFNTS weakened- lent r� � t1 p • (rontrac:tion) joints as shown on the u.�LL� VI o�S as modified and supplemented herein. 1 . Materials SECTION 03100 - CONCRETE SIDEWALKS A CURBS drawinl;s . Form weakenpd plane joints 1n the fresh 2. Compact the sub-grade to 95 percent of maximum a. Cement conform to ASTM A615 C- 1concrrtP h50, Type i or 111 , y grooving the top portion with a recommended 03100-01 GENERAL rotting tool and finishing edges with a jointer :►r by enmity as determined by AASH'PO T 99, Method A. W z z Accomplish supplementary compaction where required with b. Fine Aggregate - shall he clean, durable, r.dr;ir- saw cutting as ranted. t Z W approved merhanic.al vibrating or power tampers. ed sand conforming to the requirements of the. URC A. Quality Assurance: J 3. E:xpnnslnn .mints- Provide pre formed Jnlnt filler to w< Ui 6 z Sub-grade within the limits of trenches constructed r„ Coarse Aggre'gatc shall be (]Part, hard, crush r. 1 Comply with the standards of Ari 304 "Renmmended for Pxpansinn Joints abutting catch basins, inlets, > 0 8 0 C df � winder this contract shall he ron"trurted in accordance ell stone or washed gravel , 1 " to 1 -1/2" maximum, Practice for Measuring, Mixing, Transpnrt.Jng, and Planing structures, w;rlkrc, encf nthr.r fixed objects � rnq u � OrS with Section "Site Grading" of these raper.ltlratinns . conforming to URC requirements. Concrete. a -C Z U Apply weed killer per manufacturers rrrommendationR to all (a) Lnr.nte• expansion Joints as ahnwn un drawings . > 0 c o < areas to receive asphalt paving. d. Water - shall t►e• clear and tit to drink. 03]00-02 PRODUCTS (h) . 14 FxtPod joint fillers fu) ] Micith and depth of a A. Materials the joint and riot )Pss than 1/2 inch or more than 1 � C. Crushed Aggregate: r. Admixtures - shall he used in accordance with Inch below the finished surface to allow fnt ,hs' ►' manufacturer's recommendations, tet I . Base course and top course shell he placed under all ] FormK : Steel , wood, or tither suitable material of •tPa1Pr. Place Joint sealer over. jo)nt fillers to tYf pavement to be constructed and replaced. f. Alr-entraJnJng Agent -shall conform to ASTM 6260. size and strength to resist movement daring concrete finistr grade. placement and retain horizontal and vertical alignment Q 2. Base course ror.k shall he conditioned arid rompnrted 2. Prnportinnm and Mixing, +tnt11 removal (r) Furnish Joint filler•" in nnP-plvre lertl;th for gravel sub-grade to thickness specified. As noted on Structural DrawingR . Plare concrete with- the till-width being placed. one (1 ) hour atter water 1" introduced into mixer, 2 Concrete Materials: F. Concrete Finlmhinl;: z. Place top course on previnuitt, prepared base course to thlcknems specified on the drawings and as specified 3. Air-Entrained Concrete (a) Portland cement : ASTM C150, type as required. •• In Section 4-04 of the Standard Specifications. a. All exterior concrete, enricretp paving and steps 1 . After striking off and ronRolidating concrete, smonth resting on earth shall he entrained to contain 4- (h) . Aggregates ASTM C33 the exposed surface by sr.reeding Arid floating, D Tack Coat: 1/21, to 6. 1/21 of entrained air. Adjust floating to compact the- surface and produre a uniform texture. � (c) . Air-entra)ning Admixture: ASTM 0260. 1 . The Tarty gnat shall he Hppllyd In conforaancc with D. STRENGTHS OF CONCRETE 2. Work bark top edge of sldpwHlk, tr•AnsvprmP minim � � the Standar) Specification, SP.ctlnn 5-04 . 3. Curing Cnntpnunds: Comply with ASTM x309, Type T . j I . Concrete Walk", Curtis, Steps Resting on Forth and weakene d pinne joints with An edging tool , arid round C •• E. Amph'rll Paving a 3000 pounds per square inch compressive 4 . Pre- fnrmed .mint Fillerto 1/2 incl( r•adirrti . O . Comply with ASTM D1752, W strength, Four inch slump maximum. .1,18" Asphalt impregnated Fiber, Ilurke, or approved equal . 3 -d 3. after rnmpletion of flnatJng And when excess U I . The ameba t Paving pavement shall he mixed, pp • q moisture or surface sheen heti disappeared, provide, tl ~ hauled placed, compacted, and finished In confnrmancp 2. Concrete Paving 5. Joint Sealer: Tremr.n THC ora roved equal . nigh with the Standard Specltirrttlon, Section l5-Q4. a. 3000 pounds per square inch rompremsivP as fol )nw:c• U strength. Four Inch mlump maximum. h, Exposed Aggregate Sealer: Thornshield, Thoro SystPm F. Pavement Striping: = F Products or approved equal . (a) Curtis 3. Structural Concrete 1 The Contractor prior to striping "hall ensure arena a . Strenetham Indicated on Drawings . B. Mixes: (1 ) . Float finish. to be painted are free of dirt , grease, tar. and!or (b) . Sidewalks foreign ■icerfals. I . Heady-mixed Concrete: ASTM C94, Mix Design 2 Parking stA) i and vehicle Alternate No. 3; and In addition. ( 1 ) Fxposed AggregatP Finish - Provide stripe sh;,ll 030]Q-03 EXECUTION sample panel ; do not proceed with work unfit consist of two coats of a solid line of flat white (tri . Minimum rement ('nntent per Cuhir Yard- 470 Ills finish Is a ��- ern Ie paint 4 inrhPm In width and "hall not vary more A. CONCRETE PLACING approved SHEET NQ than plus or sfnu" 1/4 inch. HAndirnp stalls direr- (h) . Slump: 4-inch maximum (plum ti, minus (2) • Two (2) coral coatings shall tie Applied tfnnul arrows/lettPrlop to he per pl.rrr dimen!rion� ] General 2 .112 inrh) to the expamed nrbregote surfarem . a Requi remr•nt m of he 11110 and ASTM C91 f7 ("Pearly G Prntecrim, of Strurturp • Provide whatever rnvPrJnrs Mixed rnhrrete•) "hal ) he followed. RprommendntIons (c) !'tic aJr entrhintng admixthrr• ill canrrPtc 4 Fill "xi►an•:1nn joints witic mFnlP► �• t ]n.t, kit,, att�• he neremenry to pr'oter•t the expowecf portions (►f rulve•ri4, of Ari 30r fr ("ro)(i h'Pnthe•t• rot►r►•Pting" ) and Arl prrrviding riot less than 4 inches, nn more than 1 - r surface 0n not chill nn finished mtirf;►r , x SP3 curbs. grit t ars, pint c , Girard fenr,Pv , ru;,c1 "I I;ns, and urn other 605-5" ( "Hot Went her rnorrpr 1 nC" ) shall l 1 he fn 1 lowed pr runt a or r;,I Hari ;,i r atrurinrPR from "pinmhlni, nil and amphaIt from the pat,•Ini,' where, aapplirahle• , t. 1•ruttct ,nr, operations. Remove any oil , asphalt, dirt , or any other un 2 romprexcive Srrprig Ih 3,0:]0 I►s1 drs1ral•lr matter that may come upon theme mtr•urtur•es by reason ] Repair rtr• rF;,lnre hrokpn or, de•te•rt 1tr cons r+ te A. of the paving oprrAtfons dire•ried � tiprsr 6�txwr�tea., IONWO 1144111111111.M11C"-wis 1 rue 66. It or 11 i 2 3 a IL I JUN 13 1995 MICR ILMED ON13K�• ,µk� r,•'y�"w, 7' :C:.l 'P ,tr«iia.. i„ r, ,:m t r SE CT I(til 0340o ` S �( ( fXTFtt DED ra�rRF.TE rI'kB< .'-Cilli, , - Nit K;:il or .1n1 r , ,,r7e ht'G ,t .: !�. ��r n,.,• ,.. r' ; , ,,,1 ,•, :r,; ,,., .,: ;,JCkrl r 1't„•r der! !,•• h�I l r tlrll GENEKA1 prrrIttPd F.quipmenI sup1,1It• l, allot% not ever II(." , un - Peter . Ili, lPtts fit lit.I L lies r!PT lI'll Misr. (ietilliPd, in metaf runners speared tui, And haftum to _- trurturr NWitt, power ar ' fvateo rhotrs riot r •. e; ;4'Work Ili(Ili( lu:lr , H r; . ata! l;tt run cif extrude;! runt rete , ,;, h 04010-r;2 PRODUCTS 04240-03 EXFCI'TION r.rotere or on eenterre a% JodiralPef on draiiii Submit ;! H tluellty Assut•Arr,•e Ser sertinns to I)ivifitnn 4 for, materials unci mixes . dotMt dtI Irhment Whore fur iipprovaIA Install per maouf:,ct ,trr• 'a pr•fntPd Instruc•tlons with epoxy ' Extruded concrete Curtis • All work sh;,l l Ile- performe,J (t h t u -,et ) mt•t hA pr•r 41 a l look TCA Method No.. F 1 14 ed ,;t court ion floors i t iton r ► At tach at ads to runner t racks with strewn t hro(rg!, in e;rr,rAAnce with and constructionr•;tr •, ,stud flange into runner tracks Ibr,tall ndrlitiontll ' C each i net ext workman g raclt' ,,oris as detailed and regtr l rr•d around all Open f! s I n ;�rPt•1 ou>F 1} expel i enc•eA 1 n the use of machine,nP Px t ru:;f un 04010-03 EXECUTION is rirthncSa wall , fntPrsPr•tIons with walls or' terminatlobsr,yr,intlt A See sections in Division 4 for additional requirements SECTION 05100 - STRUCTURAL AND MISCELLANF')US METALS dJs,lmiJar e.;rterla;s V Environmental Requirements H PrepArat ioil: Clean off surfaces to receive masonry to 4 Frovrrlt horfzont;ll hr !r!;;;ni- ;1t 4 ' -r)' o c mJnlrrum 1 ►•lacy no concrete when tPrNpPraturµ is below 400 F' , "t-duct- suet for. as dIr•ected by Archltect . 05100 O1 GENFRAI. fnr nil metal stud waJis wIVIOUt Mtritten approval of the Archftect C Lar work true to aloe, ►lumb and level , arcurate)y > `�, cpP of Work - SECTION 06100 - ROUGH CARPENTRY If ap4raval to i;ranteri, comply with rrquirrmentrt of ) 4 ACi -301, Contrttrtr,r ,r•,�,tm, ., full rts:p n� lhtlity sprlrt•rl Install metal frames, in nta•;nnry its vhow•r, Groot frames fill ] Rt1r'nich till lahnr, equipment , and mnfPrialse rPrinfrrd 06100-01 GENERAL RF.QUIRFMENTS lilt 110ing its for retest int rnnrrrtr Crinr,rt•tP r :r f;1hr icntJon, erre, lou, ;end lust ,! lotion of :111 stere damaged by , re7rnl! sha.) ! he removed and rvp)a,-t- 1 It !► f'atcItIill, PoJr:t rmprrfect and rinmal;ed Oifits and rr;'Iare 4 rt ,mrtllr•ri {,;►rtF+ b4fnrt• clranfnr. Ih-y brush masonry �urfaee ;It er►c! of each tur :rl stir 1 and mltur•Ilaneoufi nett,!, nR fiperifir,l hrrr•1n "1I,t ntr;1( 1 ,,fill fPrer'aI condition,: ref t! » �" o • cont rnrtnr•s expense ,r• /'Ont , ►r t :;h:11 I (# .. -tat'• work and after fin;II pn„.! ill, or as Indicated On the drawings rovrrn ;,1 ! N,,rts of the Murk �'� C ^ o Plr►cr•meot of cnnrlPir• in , xrr•�.• itrly hof wr ,,th,•, � � `L M;,trr i il�. Inrlude.l in i;,•rrr :rl ha crinsist ref for I' work, In Ot);Pr SPrtfonc, .6 ~ windy or dry cnndlttOns vh,,ll he in acrr►rdanee with ! t ir,trtrn{; le;,�.•e .: il masonry work clean, leer- fruol ntortur requ i r•erarilt N of ACI-fi05 . and other stains At t1me dvsi,nntecl by Architect , clean down all surfaces lullowinr; _ of excess mortar. mortar statins, e- rJorescenre, etc•. , with stiff br•istlr (non 1 . Forms for Concrete C Q o o 0 . tem i 3 Remove end rrClose with defective work As directed by the metallic) brushes and Closwith clean water. Use no arid (a) Brarkvts , coilnet•t Jor,s, anchor holt,, c I Jp V C . Owner ' s Representative. angles; , and saddles C. Ruilrllnp, COclP m ` SECTION 04100 - MORTAR 8 GROiJT 0 03400-02 PRODUCTS (b) Bea ritill plates-, Ili,sr plates , metal 1itddPr in Q 1 kec;;,trrmrnts of fhr• uniform Hullctinl! Code ,tial ! ,)r in C 04100-01 GENERAL and rwetal handrs,i ]1a fu) )owed, as srrPl,lPmPr;tPd herein � 41 A. !Materials (r.) High strength bolts and welding. D. F%,iclenrP of (;rade A. See Section 040]0. General Masonry RPquirrmrnts. 1 All sportIlIC proportioning, testable mixing, and 3 All minor parts belnogil:g to the above items, clip 1 . f-vade mark, and trademark o r' transpnrtlnr; shall meet the applicable rPgrlrrPrnPnts 04100-02 PRODUCTS f ttlr ,,ssnriatino tnl engiPN, brackets , .end in general , a) 1 structural steel jurJ,,dlrtIon must appear on each pierP of mater-Jal or as Out l toed !n Sect Jon 37 of the A P W.A . standard shown on the drawinl;s, unless otherwise noted herein. cert iflratr• of Insper t inn err om r,,n 'til r e; SpPriflc ,tts,lris A. Materials: I } E. 1ch Shipment 4 Matt•r•i;!Is shall he furnisher! romolrte, inc•lurlir,r; F M;tximum Moist,1fe Content portl;:nd cemrfit ;-ontrnt :hall hr a rninin1um of six ] . Mortar materials for lightweight conrrrte' block '• p { 1, delivery t,y truc•k to huclt fr1.,rlcatfun, she ,alntin sacks per rutile yard to meet requirements of ASTM C270- 71 , for Type S mortar. ins sit(, oil, erPct 'nn. 1 Finish Lumber 121, r-- 3 Aggregate Rh-ill Heel the' n i r• rec; Pment s of Gr;:d i ng 2. Grout shat ' meet requirements of 2 Hardwond - 9%ASTM c476- 7l Mortar . er•i;t1 195. s No 2 for Fine Aggregate and Grout for Reinforced Masonry, and be fine grout . 3 Other Matt 05100-02 PRODUCTS 4 Furnish rneriaP Content crrtl (1ratP If Hod wnPr, O b 1 r;• •Rparert c•t;r ins; comIlOufic! as spirit ird shall Ili- requestr•rl.B. Mixes : A . Materials � used. F Rourh Hardware 1 Measure and marhlne mix mortar materials per ASTM 1 All materials shall b, new of following type, and , Air- entrainerl concrete shall be used exrt' )t that air C270-73. Grout materinis qualities 1 per ASTM c476-71 , except where 1 . Prnvir.r ;t11 necessary hardware for proper In�talla content she] ) be a minimum Of there percent and it small quantities of mortar are required, less than 4 cu, Linn fit work specified herein; si9Ps find quantities re- equipment � maximum o f six percent fly vu 1 ilre f t . per hour, mortar may be hand mixed Ili manner and with q W (a) . Structural titer-) : Conform to steel ronstrur quired till Building Code and approved by Architect Hard- equipment approved by Architect . t.1 on manual of AISC ware exposed to mOI% urP must be tint dipped,E Tie bans shall he deformed steel bars meeting the pp galt31117ed LL requirements 1n Fertion 111 -2 01 . 2. Materials for mortar and grout proportioned to providesteel or approved type non- ferrous metal . (b ) Square tube columns fnr downspouts dimr'n rorlolo 03400-03 EXECUTION minimum compressive strength at ?.A days of 2000 psi for lona shown nn drawings W mortar and 2000 psi for grout.. Proportions by volume for StOragP and Protection A Genera) - mortar are one part Portland Cement to between 1/4 and 3/8 1 . Protrc't Iltmher , iywood, millwork and cabinets from (! ll I.� �, parts hydrated lime an a lr�+e_ putty to sand in quantity 05100-03 EXECUTION the vx itheir; protect wood roof decks until covered by 0Z LLJ Z not less than 2 1/4 and not more than 3 times the sum of roofing. fie surf that od ro f is s ,fit r 1 + 0 Meet rec;uiremPnts of Srrtinn 3f if the A P W A volumes or cement and Iime, b volume for F thoroughly eery before f"� � Standard Sperifirations except as modJfled aur! Y grout are our A Structural steel fabrication finish woods are placed in ft I m � (� part Portland Cement to between 0 and ]/]0 part hydrated —� y slrpplPmented 1n this cart ton tend w,)ere in rnr,flirt Quantity not less than 2 1/4 and not more than 3 cines the ., with other requirements Of ]hese Contract Documents 1 Ai ) Steel tih;11i ,)P desir;nrd. fnhrltrd, and elected H. Wurrl Preservat !vt- Trv;:tmrnt �— O sum of volumes of cement and lime, fn accordance wilt: the requirements of the AiSI rode of +�, � E+ F:qurpment and Placement : Stanritlyd Pr:lrticP, Latest Addition. 1 . Pressure treatment for all wood surfaces in contact i L a 3 . Mortars that have stiffened because of evaporation � G of water- from mortar shall be retempered by adding water 2 All ~truetura] steel shall r•ervive One shop cost of with Concrete or earth st,;tll he waterhornP in acre-dance uJ 1 The ■aheiof fnr, sf-If pr, the cement concrete Curt, • r. ith AWF'A Standards Cl , C2, and r9 (Plywood) Prover --_,' as frequently as needed to restore required consistency. Glidden rust inhibitive paint before its erection. Al ) f _ she) ] he Of the r,1f prope11Pd type And with ){,tr I,P-? for shove ground app1irat1ons tend type LP 22 Gr Mortars used and placed in final position within 2 1/2 :;hop ronner.tlons to be welded Field connections may bP fnr ground contact applications z a matrriAl hopper, distrible of new and aim ro thlP hours after mixing. Grout placed within 30 minutes after bolted with high strenl!th holt- . A) l mutrria)g Ghali hP _ (� curb fnrminl; r+r•vices cap;lhlr of piscine and r,)m hourp patting the rement concrete in the exact lines , mixing. new All unfinfshrd bolts stealI have lock washers . 06100-02 PRODUCTS I( _ grades uric! cross sections as shown on the plans .r' :. All fahric•atiOn filial ] he done 1n thehuIt of ;t A L ssoul,h b , Lumer• P Mixing And Paring' 4100-03 EXECUTION fahr±cator licensed by the local building authority gnverninl; the project . 1 . Douglas fir, or approved, surfurt-d four sides to W = _ A. See Section 04220, Concrete Unit Masonry for requirements. standard dlmensJnns except where rough sawn stark is ~ y 1 The Cement mfxtbrr Gha] 1 hr "nn slump" and home Fi Shop and Field Patntinb All steel items furnished under s u' c'► > ge•neronsly mixed to conform to when delivered to let Cifird terreint,ftPr or spet•Jt11 GhaPf- are indiratrri N zz xtill SECTION 04220 - CONCRETE UNIT MASONRY this hPndin;; shall , prior to sl i; rnent , tie thoroughly rletrnrrl of rust , fict,lr the hopper ref fhr• cath starhlnP F.r,rh hopper 1n;1t1 Set' Strurtura) Notes for )umber grads } O c7 p to Z grease, and all damaging foreign substanre and paint P(! one shop coat as here- of Cement concrete mix shall run through curb laying 04220-0] GENERAL z machine. Miirhint' shall tee adjusted in form and in hrfnre specified. Concrete Coca,:rd steel shall he thoroughly clr.anPd only. H F'lywno ! o - G X 0 o Steel work to he painted shall be Elven one coat Of pAint evenly and thorough- < 2 U c nr,tl,Art the Cement concrete curb it G a � a < A See Section 04010, (iPrlPra 1 Masonry RPqu i Cement s y or spray app 1 i ed only y i n dry surfar.es and shall he left f rte front 1 Roof ;,od p Wn l 1 Sheat h i ill; standard F NT 1tF'PA will) runs , snrs , or other damagI nF; Imperfectiuris , Anil ,tial ) hP permitted to Ib( exterior glue; panel index 24,'0 or dard Thickness D !, lots B See Section 04100, Mortar and Grout roughly dry before shipment . per F 1 Joints In the rement roriurete extruded rurhs shall e spaced at 10 foot intervals . Joints shall he teat 04220-02 PRODUCTS C MJsrelIant-ous Steel 0 SECTION 05400 - METAL STUDS N vertically and to a depth of five inches as shown On the typical detail . y1 . As noted on Structural Drawings and General Notes . W A Concrete block : Grade N-T :it a] 1 lOctetIons ,hornlna) size 054x)0--01 GENS►'AL � F. Tie Bars Of 8 x A x 16, 1ox8xl6 and Rx2xi6 see drawing, . Plock manufactured in D Building Felt brrordunct'wtth ASTM C90 76, Hollow Load flea r•Ing Conrrete Masonry Units, A 1ir ,vi0v alp ] lpht VAI'l;e stud fromin •L members, with GtI1G , with a{;grPgalerf half normal weight per ASTM C33 74a ,end half lightweight trark headers, brJdgJng, -•,raring, and required accessories . I . Provide 15 pound asphalt -saturated rnoftng felt 1 . Tie pars shall he spared one, font on either side of per ASTM C 331 69.Maximum linear shrinkage of 0 03"1. per, ASTM C90-75. the angle point Provide broken fncepattern for concrete block where indicated In -levations R Coder and Standnrds: Applicable portions of Chapter 27 • behind all siding and elsewhere noted. and details . IIRC and ]Ates, etiltlon n; s;rr.iflcatlons Of li ht !; g�rr;,e structural mernhers by 2 . Provide 90 pound aspha 1 t sat ural ext rnc•f 1 nye ft,1 t ('urJng: R. HPirlforcing• StrPl hers shall meet requirements of American Iron tend St Pe] Tnst ±lute . Meta] studs manufurtured to ASTM r64r, 70 where untreated wood framing meets concrete Or concrete ASTMA615-76a, Grade 60 all bar,, standard. With A446 grade A steel . Studs t.o be galvanizrd to ASTM A32!) block . t 1 Transparent liquid rurinF! rnmpo,rnd shall hp bssed' st,:ndard . � Sufficient pigment shall be present Go that the C. Mortar and grout : As In Section 0410, Mortar h Gr•otit 0 3 err. 1 dr• 1 5 pound asphalt sat nru t et! roof I ng f r 1 t (n It Compound isr east )• cisrernahle. Application between all floor sheathing; and under]aytnPnt C shall he as outlined in Sect inn 39-3 20E . 05400-02 PRODUCTS W 2 p 04220 (13 EXECUTION 06100-03 ExEcurloN o r _rc y placed rutile shall hr prntrctrri from traffic by A. Metal studs F'; ovJde 1H gauge "("' Ntuds, ( 1 l/2" h, Rj rronret e ix other suitable means until the Cement y joints full or mortar and 1n common running flat' (nrnlPss d fferPbt sire Ind ec"C," A Carefully lay nut , cut , fit Ll UA. I,n work with ge) . 3-1/2" sI?e f and install rnnl;!ir ;;rpentry rnnrrrtr mir.ture has rtttained its requiter) strtng!th• hand Joint wJdtft uniform and 3/R" thick . Install all lintels And mJscel - Itemslyse suffir.IPnt nails, spikes , screws and halts to Insure r1 rI wMIseraneon, Shales F'rovtde 1R r R sty U"ECTION 04010 - GENERAL MASONRY REQUIREMENTS Innenns Iron f►ernished per• other divisions which .rrr embedded in fir supportPit ► r �rbla channP15 (l ,,/B" and perform;lnuf. Delve nils, prr'prnd1scle to de�� in in lien; of tri nail1ng,1 flange ) fnr sllis, Irark , headers „ bracing and r•PquJr•ed accessories. 3 5/e" where fPasibJt Provide fnr Installation and su by mason- size •unless different size ±ndict!tPd . pport of plumbing and vent) lating work . Tnytall work tO trop lines, i,lum and levelunleOtherwise (n 18- 2 04010-0; Gi'NERAL R Rrinfnr•ct•merrt RPlrlforre aR shown nn drawings c•ar;(' . Bridgin(; rovide 1 1;2" x 16 gauge cold Colied steel A. Requirements of Section 04010 apply to all sections In rhnnnt•]s fnr hot•izont ;it hr!dglnl; n1vision 4 Provide, B. Tnstall fire. blocking; in the folinwinp locatlnnG maintain And remote rill scaffolding And temporary SECTION 04240 - QUARRY TILE flrror-1 nPPeAsary fnr masonry work D Mrtntrfncturr •, inryro-Miicor, Wheeling! Corrul;ntinn, 1 . In rnnrealyd sp;trPs Ot stud wn! is , 04240-01 GFNF:RAL 11111 led St ut rs Sleet or apprnvrrl subs t I t ut e and p,:rtitinns i no i ud i ill! furred sI'ared, No pl ared that the max fmnm R Product handl Jnr Store cement . lime, and dimension of any r oncraled spare is not "'Vel' 10 feet , And SHEET N X roncr�te unit masonry Ire the dry dime fir +w � ,g� A F'rnvlrlr quarry t J ]e f(If, lntertc►r local inns ns noted on 05400-03 EXECUTION fit the, cif v f ] ins; )t• e] : • , between conreoled t•erticaJ Ant' r Pnvlrnnmrntttl eon it ,t,n� A Frrct ion, At a I I interronnectinnR bthnri7Ohtn1 Serer- �urh a, occur 1n Goffits, sirup rt•ilinr;e 04240 02 PRODUCTS 1 SP4 I If, a I r f erngrPrtst are hr•;nw 4ft dr•g!rer, F. . ct!, fit, , and cote rr i I I nl;s . el-ironry work un iPSs Ar rh( !ret approved mPallfi are prc� . Fr er•t f rime I til; ;lrrur:lt r-ly• Ilium,) ;torr tint t;rrurr vided frit ■aItit ainfnlr not arse tF;rn '50 degrees F 1 Quarry lila -hal I hr r." x f witt, ahrnsit'e f inish r' il;idly and adequately for hnnn rJznl,rl ad %r rt iral load temperatures fnr MAtertuls heinr roAdJed for Jnsial )at lot, T, Ir '�Plvrted its per interior decor pat.4Arr provided by Nitrhr•n Frluipment rrr;uirrrneut, . t 1n Oprninl!s Around v r1t fit s , r!urt� , aur! slIto J g r Noll 'Iirr Set• :,1Sn Pclviill! Mal,. openlaCs w'hIch afford a pnssai;r for• fit-v at ceiling lat • :1 r,r! Materl^,1� rn blare frntr t imr• of plac•1nr ung ! I clays with noncomhuat able• tsAtrrinl r.ing. Upper P eve (- fen■ pltiones Ferry Rd, 15650 BUP 94-0295, MEC 95-0176 1 BUP 95-0293 37 OF 71 2 JA 1 31995 MICROFILMED illll ' I VIII I ! illi I IIIIIII IIID I VIII I ( Ilill I Ilill I Illll I Ilillll I VIII IIIIIII . l I 1 WMS Gt.AN 4MADE iN CHiNA I IN r T 2 T- 3 4 5 C 1`rnrtde dram s;topp+rt g; it aan,:irr`. ;u::± ,:tt � ,nasi. lora 't I,rr• Alq,! +r •:' ion Conferenrr• ApproxisateJy five. days SECTION 07210 - INSULATIONr±nr to scheduled start of stucco (outsulat Ion!flnlsh) 3 . I'erril t of s+;ct r rent fey. 1% n preteyurt;tr to f rnr. ! titans sAcwtt on drraMingx Draft rttnppingt materiiilx s►t.,1I henc!t less than 1 •.. turf, P ypatr► board. 3/8 inch plywood or other approved materials , adequately s tip sinned instc,! ItO ion , s,rhedule ;incl iiar•t lcillatr in an on- site rrriew payment 07210-01 GENERAL of Drawings, Speclflrations. and or,• loll iP randltlons Klth D. Framing not to exceed 24" to r. fnr gypsum hoard ceiling. the followi,;,v participants A. Provide flexible blanket insalntion at framing locations 07240-02 PRODUCTS I . Provide structural support backing when surface mounted items as shown on drawings, perimeter slab Insulation and acoustical insulation. a. Owner's Representative. (handrails. tnilet accessories. etc. g are shown on the drawings. h. Architect A. Acceotuble Manufacturer's R. Product handllnit: Deliver material to project in ort . c General Contracto,• - - nn] containers with manufacturer's labels on each piece and package of d. Subcontractors Responsible for: 1 . Dryvlt Systems, Inc,. and STO/R-Mall SECTION 06300 - MOOD TRIMS AND CASINOS inaulatinn. Do not remove labels or open packages until Architect inspects and approves. 1 ) . Substrates 2 Others pre qualified and approved under, 07240-0] r. l . 0500'01 GE1111QJtAL 2) • Stucco ( out sulatlon/finish) -- Provide wood trims and casings as indicated on the drawings C. Dry Interior shell of building before installing Insula- 3) . Scalants B. Acceptable Matr,r•is+l, g tion - maximum moisture content 15%. and as specified herein. 4) . Plastiinge 07210 02 PRODUCTSe M:inut:.cturera Representative I . Insulation Board (Thickness as shown) . 630+0-02 PRODUCTS ± Tndeperid+•tit Third Party Tnspec•tors, If Involved. a "nuts;ulat Jnn" EPS Nr►ar•d, n q,•,ri- !t� sln .dnnslty, aux_ A .1 M:iteri;cls _ NUTE: Do not hold questluns. prnblems, or need fnr ?'xd' , sax. flame aprr;id 25. w es • A Materials 1 Owens Cnrning "Fiherrlal`I or It S, Gypstim "Thermit , slits)isnot Jnn until c•onfr neons; raise them n « 0 fn fiber" • or appruved, 1,tardard Huildinr. InsulalIon in roils thry' ry identified. 2. Fastener,. AC 1 Wood tris baarda, of sizes, ::baso an dritwtr►g;s, over one perm ani! 1 " fare nallinu flan6es fnr naliing� to y M vertical grain fir. framing. Insulation material labeled by manufacturer for4. S►s rIervisian,iTr,s prctlnn: i► hind Lurk "Wind-Devil" knrieners ; - Mnad door casing, Hemlock, K.U. , Style P-1l3, 1,'2" x easy fill space>i between framing members. Ceilings in b. l" - Crown non-rusting; staples for "Clam Jatc:h" lic 2- 1/4Wood sulated with material having installed thermal resistance a. Provide continual dally supervision of working 160 0 1 % M of- 30 (R-30) . Frame walls Insulated with material hnving crew. NOTE Adhesites will not he ar.cPpfe_d ars a Substitute y an thermal resistance of 19 (R-19) . Unprotkted flexible h. Secure daily inspection by General Contractor. for mechanical fasteners. Fasteners must pene- 6300-03 EXECUTION blanket insulation, including facing! .have flame C . Provide periodic inspection by a principal/officer trate dt least 3/4" Into structural materi-:19. C spread less than 25 and smoke density not to exceed 450. of they installing firm. 3. Rase Coats Instal] all wood millwork in heat quality craftsmanship for Unprotected Jnsulntion may be Kraft-faced. d . Secure periodic_ inspection by the manufacturer's a complete and finished job. representative, ancl.iding inspection of completed a. "Primus" (over "outsulation" FPS) 2. Perimeter slats insulation with material having work. installed thermal resistance of 4 .25 (k-4 .25) . Closed Cell Type. P. Provide independent third •party inspection services 4 . Mesh Reinforcement SECTION 07120 - DAMPROOPING as required by the owner; fees•for sac services 3. AcoustJral Insulation shall be installed in walls to be separate from base bid. a "Standard/fletatl" (fnr non impart areas) 07120-01 GENERAL and rellings ns shown on the Drawings. Materials shall f Secure Architect 's acceptance of completed work. to "Intermediate" (for light to moderate Impart ) U S A be flexible blanket Jnsulatinn (as per 1 . above) . V. "Panzer" (fnr exposed outside corners in mndprate A. GENERAL REQUIREMENTS Substrate Protection: to high impart ureas) . r n H07230-03 EXECUTION �I 11 it 1 . The Contract and General Conditions of the Contract a Protect exterior gypsum hnnrd, plywond, and other 5. Acrylic Plaster Finishes shall govern all parts of the work. A. Provide insulation at framing locations as shown on draw- "moisture-sensitive" substrate materials from 0 a. Design Standard: Medium Finishes with integral color Q Inrs . Wire Insulation to wood joists and secure to wood framing; so as to exposure to adverse weather; replace all substrate B. SCOPE OF WORK air leakapp past vapor barrier by stripling; to fare of members. materials evidencing adverse effects of weathering;. selected by Architect from manufacturer's standard 0 colors. These are responsibilities at the reneral b. Action) finish and color selection h 2 Furnish all labor, materials and equipment and per- B. Instal] In .0:'+tion with vapor barrier toward inside of y Architect at least fors all operations required to complete all dampproofirg builditir contractor_ 30 days prior to start of Plnis:ti appllcatlon. work shown of implied on the Drawings and speclfl � r d here- C. TnRtall perimetrexposure to adverse:r insulation per manufacturer's printed h. Protect unflnfshed areas oinstalled stucco if (outsulatfon/finish) from eAc;cessortess/Incidenu in as well as all work normally performed under thlu instructions . weather; ensure that no water is trapped behind 8. tals: As required Of section. or within the finish system. These are reonsi 07240-03 EXECUTION 2. The workgenerally consists of, but Is not limited SECTION 07240 - STUCCO (OUTSULATION/FINISH) bi)ftJe% of thereneral contractor. LL to the following items: 07240-01 GENERAL D. submittalsA. Site Examination I . Fol]owinp Pre• Applicatton Conference, but print to w a. Cold applied protective dampproofing coating A. Provide exterior insulation and finish system at all at all subsurface perimeter walla. "Stucco", y 1. if other than Dryvlt. Systems, Inc:. , products are locations where Stucco , or Stucco (Outsulation/Finish) Is called for on proposed, submit, ten work days prior to bid date, actual start of work, examine site anti trust surfaces to rill' 0 0 suitability and compliance with the cnntrnrt documents � 0 0 e the drawings and as specified herein. documentation of manufarturer's compliance with all before commencing; application. 0 w b. Mop in all foundation penetratJons. criteria under 0740-01 c. , Item 1 . C0 �. 0 R. Summary w C. APPLICATOR 2. If other thein nryvit Systems, Inc. , products are 2. Where areas are to br, panelized, examine to vet•i'� C Q 1 Section Includes: All Sturr.o (outsulatinn/finish) proposed, submit ten work days prior to hid d,te complete dimensions and conditions for attachment . Of 1 . All work shall be done by an applicator approved for walls, cornict-s, copings, soffits, and accent features manufacturer's literature on and samples of each ph-se of I'�l W 0 3. Alert General Contractor anti Architect as to any l:__11_. il- 8 by manufacturer o[ dampproofing materiels. as indicated on the Drawings. system construction. Qf undesirable/adverse conditions. a- Ll.j Q D. CONDITIONS 2. Related Work Specified Elsewhere: 3. Submit within ten work days after, bid date dorumvriti: 4 . Work shall not proceed until unsatisfactory/adverse __D D f--- 1 . Do no work when weather and other conditions may trio of installing contractor's compliance with all conditions are corrected, Q adverselyaffect desired results. a. Substrates - criteria under 07240-0]c:. , Item 2. � z ,0 h. Adjoining; non plaster surfaces - c. Expansion joints 4 . Samples and Shop Drawings: Submit per Section 0]200. ft. Preparation 2. Surface to be treated must be fully cored, dry and d. Sheet Metal Flashings c} o ~ free of oil , fors release agents, curing compounds, e. Backer Rods and Sealants a Submit nn 2' (610 mm) x 4' (1220 mm) sample of the 1 . Verify that prndur•ts ars :hasp specified and unchanged. Crease. lattance and loose material . stucco (outsulatfon/finish system) for each finish 2. Verify that surfaces to be covered are clean, dry and yl = z t'. Quality Assurance: color, and texture selected using same tools and otherwise acceptab)r. J i z I y 07120-02 PRODUCTS techniques as far the actual project . a _ > 1 . Manufacturer's Qualifications: Only manufacturers b. Submit complete shop drawings for, stucco (outsula_ V z < z W z who provide all of the following are acceptable suppliers tion/finish) system details including; drawings of 3. Place protPctJve c:averings over adjoining surfaces/ o a 0 p o elements . y, z A. MATERIALS ►- far this project panelized area, expansion/contra) joints, and/or Q Q O t i u other areas requiring; off-site fabrication. C. Application W z ¢ a v 1 . Cold applied protective dampproofing system shall a. Successful performance history over at least - L211 I 100 be Sonneborn 7008 Semi-Mastic", asphalt emulsion. five years in this geographical area. E. Delivery. Storage. Handling 1 . Apply all materials in strict ncr-ni-dative with h. Established on-going design/speciftcation manufacturer's recommendations: maintain printed � f- 7120-03 EXECUTION assistance to Architects/Engineers. 1 . Deliver materials in originnl unopened manufacturer's reromntt,ridations on site throughout duration of work. C. Established on-going contractor/api►1lratar packaging, with labels intar.t ; in the rase of panelized _ training programs for at least five years to units , provide manufacturer's certification with each 2. Apply all materials in compliance with manufacturer's � A. Apply 7008 Semi-Mastic in (2) two coats by brush or spray this area. delivery that specified materials were used. conditions precedent for warranty. W f^tlowirg manufacturers instructions. d. Established warrant rogrnm and n five- ear y p � y ix warranty on this project . 2. Deliver and maintain all materials free of damage/ 3. Provide uniform 3/2-inch-wide joints for backer rods R. Fill all cracks, crevices and grooves. Coatiny, should e. Full-senle fire test reports and documentallon rontamInatIon. and seulants where indicated on Drawings and/or determined be continuous and free of breaks and pinholes. of ICHO acceptance. in PrP-Apl►lJcatinn Conference. f. Resident Field Teulinical Service personnel . 3. Protect wet goods from temperatures below 4n drg;rees 4 . Consider quantJtfps ct wet goods recnmmenclpd by C. Carry coating over exposed tops and outside edges of g;. Job Site pre-appllcatlon conference attendance Fahrenheit and above 110 degrees Fahrenheit/direct sun- manufacturer tis minJmiom qunntlties; application of footing forming; a cove at juction of wall and footing. Spread around all and inspection of work in progress and completed light lesser amounts or amounts thicker than 1;4-inch is not 6 joints, grooves, and slots and Into all shapes, corners, reveals and soffits . work. acceptable. Bring coating to finished grade. it. i.ocal inventory of products. 4 Handle, mix, and apply mntprials as recommended by t . The manufacturer Ph-A ) be a member of the Exterior manufacturer 5. Use tools ( including mixers;) anti appllcatlon D. Follow manufacturer's recommendations on backfilling insulation Manufacturer's Association ETMA. F. Application Conditions techniques/methods approved by the manufacturer for operationsthis specific project . 2.. Applicator's QuallfJcat.lons: Only Applicators who I . Apply all materials when ambient temperatures are 4n 0 SECTION 07]92 - VAPOR RETARDER will provide nil of the following are acre table for this e. Perform all application under favorable conditions I i; p degrees Fahrenheit . or about, and rising, but under 1]0 PP ►ry '.:. project . degrees FahrenheJt . OPTION: "Tent" areas to protect conductive to optimum longi-term prrfnrmancp of stucco cz - from weather and provide heat as required. (outsulatinn/finish) L(QUD)U 07192-01 GENERAL a. Licensed, Bonded, Insured: (Dorumpntation required)h. Successful erformance histor with Exterior 7. Perform A) ) work in ood workmanshir manner, detailin :A. Provide cantlnun;is vapor -etnr•rfer nn g;rnde below slttb at p y2 . Apply al ) mnterJnls when rain forecast is ten percent E I i Insulation and Finish Systems (SIPS) nver at or less. fnr the next 48 hours. OPTION: "Tint" areas to as required.slab on grade locations. least five years In the area of this project . protect from weather. B. Wrnp, coat , and finish till edges:/Jnterruptinns as C. Trained and Approved by mnnufnr.turer for at 3. Apply all materials when relntive humidity is below recnmmended/detailed by manufacturer. 07192-02 PRODUCTS least five years . 75 percent and expected to remain so, or drop, over the d. Established on-goJnr, training program for work- next 48 hour%. Application tip to 90% RH may take place Q. CiPnn site, and adjniningt surfcire•s leaving; free of excess A Materin] • Polyethylene plustir film, n 006" thick, hlai�Fe men, Including manufacturer's training. If wind velocity exceed 7-3/2 mph. materials, packaging, and /or other debris. calor per Product Standard PS 17-99, or MoistoP Il . P. Pre-AppilrutJon Conference attendancp and periodic inspection of work In progress by principal/ 4 Apply ell mnterfuls to substrate that 1% clean, dry 10. Secure re(luirrft approvals/nrceptanr•es of completed work. 77r�7 a officer of firm and otherwise sultahle for covering;. 07192-03 EXECUTION f. Three-year minimum warran•,y on workmanship. 13. Acceptable I6n sq. ft , or approved, mock-up of G. Werr,r,t tem A instn) Intion• F'rnvirlr one layrr of vapor retarfirr with finishers system, may he incorporated Into project SECTION 07510 - BUILT-lie BITUMINOUS ROOF +►s r:ia'uer rf joints . La,, joints apprnximate]y P" Repair puncturev P.-C,vide M:cnufartur•rr's f ive- yenr Wnrr•;�nty within '',n r!; r•f verIIlet .ierr, of wnr•k 075'0-01 GENERAL Prfiv 1 dr °r�t ;i 1 1 J ng; firm's t hree- year wnt rnnt y nn A. Pr(iv i de c nn,pvo, i t i un ronf 5 ;nt, w i t h shirt;::•!ng, ar►d vnl•ur workmanship within 30 di►ys of completInn of work . barrier pill as shown nn drawings ane' ,^F herrin specified for rompleto in%tirltatton Roofing to he sins A ar H roofUPW ORD lei F" . owmad tlasrso :1 Provide gr-neral contrartor's thrrp-year warranty L sup 91 a rt covering substrate and stucr.o (outsulatfon/finish) InstallatInto A M JUN 13 1995 M t 1 FILI �D • r r ' 2 A $ The we rk gene-., ' IN c :pox:>•t t. ! ' :t !c 11:1 ! 1 m r t ra t n SECTION 07610 METAL ROOF 1 NG 07920 03 EXEt'UT I ON tonal bfur,r! Wfr,•f•,k t4 Pot-r- Arrsnr'intinu (NMWUA? tt•.r !.•? ic�wtr.g; tie's !S 1 Series 07810-01 GENERA(. A Api�l scat ion of c ;iullcing: , 1 Built up roof over' roof derks ... Woodwork 1r,,! ; ! uta of t ;,llfnrn,n !10C1 , Sr( t tun 20 2 NuIIt -up roof returns onrap aeI wills A Provide metal morin ;, tr1111, ,111(1 it( as require(( P ► t ] . Caulk joints of a) 1 work after prime, painting but 3. Mnp it7 all flashings, curbs and nIeeners (mcrhae,t for rnmplete installation at locations shown un drawings and specified before finish pn ,nting 4 National Flertrical Manufacturer, Ansociat.ton (NF.KA) . cal curbs are not shown on the Runt Plan Roofing! Sub here• Iit rl 7r f rnntrartor she)) either include thea,• in the t,icf or pin 07810-02 PRODUCTS 2. Caulking r,►tnll be applied by hand gun with mechanical 5. National FJ re Prot rrtion Assoc lfit.lon (NEPA) vidc me an allowance item. ) or pneumatic pressure sufficlent to insure the proper P • A. MPeI , Roofing• 24 M(-tul HpaneIsg by r The 1placement of the material and to fill joints . Gun noxzels D All doors %hill ) hr the product of the same manufacturer to ensure C Gl'ARANTEg: f, Panr•i g;a 1 van 1 zed s t Pe 1 , 24 gage. 24 f rich wide pane 1 s by I cost h cryo 1 red, factory finish with color %PlPctiori from mrioufac•turrrs standard colors . shall bit- of propersize to fit joints . uniformity of quality and appearance throughout the project I The General Contractor and Roofing subcontractor SECTION ORI10 HOLLOW METAL DOORS 8 HOLLOW METAL FRAMES 08200-02 PRODUCTS J shall jointly agree to maintain the built up roof system 07610-03 EXECUTION and related roof metal work 111 it water tight and weather tiCht Condition for a period of twn (?) years stAr•tfnp A. Install pet, manufacturers printed instructions 08110-01 GENERAL Materials from the drttr of owner's SuGstiu(tfol tnrnplPtinn I . Face veneers• Rotary cut , Hirc•h Commercial Standard CS O A F'ur•c, !• h the fol !:-owing } SECTION 07t�20 SHEET METAL WOf+F; (, hollow metal wnrk as ,ihnwn. Flnis►i 171 '8 fnr Paine flniah Hinlrnnm tart• veneer thlcknrse 1/50 2 During t � C •.! PP I ,inn s and 't ep! do,,! f r•ames c:,t:,", drr,w i IlK- "door Sc hedu l e•'" ;,nd fit- ;r t l s 1 rich trpche Nn1h)(11 " . 6 A he mnlnten ore period, the GFhath it('nn for sizes, arritng!eme!nts, r.t� Irl," :n ' 1ur:1t f((ns . 'o he cert ifi(•d ac•:or'di trr• .rod to((np Installer ;rttrer , thaI+: whin FLASFdINGS, COUNTER FI,ASH1'�r�, A�'(l ('�LTTEkti � e twenty-four 1 4 1 boor( of err P I p, (•f not r r flop the I n ASTM 1-. 283 for 11 CVM per fent of door crack 7 . Core%: partfrlebnarrn d t•e, Rnlld slnb of 2R-32 Owner, they will inspect and make, immediate. emergru, y 07620 01 GF.N£RA1, I' (i(I., I ' fi� ! manutart,i(-ers kep(,r,lic , Fenestr•.. , •,; ee!rratt , pounds per 1 1 /H" t foot drn'tty F:(1(!e , trip% of I,:,r iwc�nrt hick at t,t " repairs to defects or to leaks fn the built -up roof I'(t c'r 11)111ovt `' cubic ur ... M st i lve. 2 1,12" at r-a11s. (sltr, heT;;pe I Finish cdonr thirk- system .111"1 related mrtal work They further ngr'ev that A. Provide H! I metal flashi:t(!s , counter-flashing . , g;tittPr•s ' ness l-3/4" . C Suthmittals : Submit shop drawings to Ar•chitert for within a reasonable time•, they w111 restore the affect Pd and downspouts as shown on drawings . items •a the standard of the urig!inrtl specifications Approval and secure Architect 's approval per Section 01200-01 , Shop Drawing;' StitimdllJl Procedures r 3 . Door FramPR : Hemlock , (: 6 her•. K .U. flat grain 16 10 All tg;reements to maintain bl,ilt up roof system will he H. Gila rant Pe Gua rant re, in writIngi, materials and workman p fnr• to fahriratinn Show elevation and and dimension shi of all parts of building to he made watertight at sheet metal work for a of each door type, details of each frame t reinforcement , joint with stops for frames of K U. , V G. Fir, Finish per !a donr without cost to the Owner, except in the event it p C 6 ape, cutout~ , reinfnrctm j WCL111 Star(dard Grading Rules No 16. h C. to determined that such leaky were caused by abuse, perinc! of one year after final acceptance with normal usage, find to repair welds and other pertinent items including those redoired to secure fire li, r• D hail , storm, lightening , other- unusual climatic any sur!, leaks as may occur without cost to, Owner . bels . to 4 . Door Hinges - 4- 1/2" x 4- 1,12" full mortise, 1 - 1/2 phenomena of the elements, or failure of related work pr. Tier- door . Finish Bright Chromium Plater', - No Coating (exrept related roof metal work 07620-02 PRODUCTS 1). flardworo- Arr.in(,P for Inst�)latfun of hardware as (BHMA 825) follows - Hardware supplier will supply door manufacturer with correct and 812) A Materials: complete 1(-mplates, or physical samples, of all items installed at jobsite 117-7 0"!10-02 PRODUCTS 1 . Sheet Metal Galvanized SteiI Galvanized sheet F Delivery of doors. and frames: Pad a1 ) doors to prevent 08200-03 EXECUTIONA To maximurte possible extent , roofing materin)s shall hr steel coated with minimum of 1 . 25 oz ,inc per sq. ft . contact with anything; hill paddingi DPiiver frames fully assembled and with r,C a single manufacturer 1 . 25 Commercial ) , meeting! requirements of ASTM A525 71 . spreader-,; to assure a1iCnmvnt . Gage as follows : install interior pre-hung wood doors at 'lo( ations shown nn the 26 gage F)ash Ings and count erfIash irigs 08110-02 PRODUCTS drawing!' nod its indicated on Door Schedule B MATFRIALS 20 gage Gutters and downspouts Q NOTE- See Section 05100 for, tithe steel downspouts. A. Mat PrIitIs SECTION 08400 - ALUMINUM DOORS b STOREFRONT SYSTEM 1 Mineral surface Owens Corning; 31-Nf 10 year bondableSECTION 1 • 02 . SolderHest commercial quality 50-50 tin avid . tie t 0 roof or Architect approved substitute. )rad, or approved. 08400-01 GENERAL a Felts - O S (' Modified Hase ] layer (,,1 Sheet steel : Prime grade, cold rolled, ` Perma Ply 11' 2 plies 3 . Nalls "Stronghold" type with large head and stretcher leveled, full picked by treatment at m111 A. Provide alurrinum storefronts, doors, frames and related _ Perms Cap Mineral length to penetrate wood i " min . Exposed nails to have free from scale, warp and buckles . Sheet Steel of items as indicated in Door Sr,heduly, Details arid SpPcffiratinr,s Storefront neoprene washers . Galvanized for G 1 . wnrk except !'rifted States standard gages nnted in these s ec.iff Surfaced Cap Sheet 1 layer P p P system steal ) hP desiPned for RO MFH wind inac'.ingi. Alum!rntm entrance r!onrs to stainless steel for roof edge flashing as shown r;1t ions hP cert ified ac(-ording; ro ASTM F 28,1 for 11 CFM per foot of door r.rark w h Bitumen: Trumhu) I Asphalt 6,!r lbs . (h) . Reir,forremerit and rail hr;ichets ASTM A36-70a. 4 . Sheet Metal screws - Finn head, ginlet point 08400-02 PRODUCTS LL 2 . Bituminous Plastic Cement : Federal Specification galvanised screws. 2 . Ptimers and surfacers: Manufacturer standard primer (fl surfacer with synthetic• "rust inhibitive•" ctialit L.1i } 1 )'• A Materials : SS-C- 1.10, Type 1 , or SC -C-00153A• �---(-j 3 Naj !s and Staples as recommended by manufacturer . 5 Sealants . 3 Glass stops and tris.: 18 gage fur•nitnre stock steel I Aluminum entranres, including! doors and frames Q In z 4 Cants and Tapered Edges- Asphalt Impregnated (;i) For metal to metal : Acrylic Terpulymer 4 . Shims : Galvani7Vd ste,11 of size and thickness to (a) . Extruder( sertinns 6063-TS aluminum a11ny, 0 (J fiber cants . Tapered edges factory mnnufartured asphalt "mono" as manufacturers by The Tremco Manufact.urvd fully distribute loans withoc:t distortion . cc) W impregnated fiber type edges at locations shown and re- by The TrPmro Manufacturing Co. , or- an,%rove•d F';tst(Ili ln (h) G l az l ori st rip an:! brads • Snail on strips with f� < �! qu.tred for roofing installation. Tapered edge strips (;s For trim and glass stops : Cadmium non- stretch, high shorn vinyl hoth sides of glass, and fiber cants of Celotex/Barre) "Fihcrbuar•d or Kaiser 7 Cap Flashings Provide standing; seam joints . plated screws with oval head, sheet metal threaofs lncorpnratlne a 60 Ib test fiber („loss cord bnndt•d �`� L1 ) ffi "Fir-Tex” to vinyl _.�___ CL 07620-03 EXECUTION 6 Hardware- reinforcement Hinge and dour (,,lose,. ia_ relnfnrcrment 3/16" steel Latrh tapping; plates 3/16" --� w (:•) . FastPnings : ,111 screws , nuts, halts , and 07510-03 EXECUTION A. Genera) : Work in accor6ance with hest methods known to x 1-1 /4" x 1" lonf!, minimum. Lock reinforremPnt unit . fastening drvfres aluminum, ',air,less steel or other trade Lines molding;, edges sharp and true, reinforced as required for (-gn,il to Schlai!r tJ094 . nun -corrosive maters:I color to hP inrnnspiruous in s stiffnes ; joints and seams nentl formed and surfaces free from :jnishod Installation +� A Grocco) - Application of builtt -up rnnfing! 'boll h(• deme j }• fd d finished: H. Fabrication of rinnrs • 1 -3-4" thick flush t ,(- hollow metal doors In strict arcordance with the specified manufacturer' s sp-r'iflratIons Any waves and huricles Make proper allowance for, expansion arrd contraction aril yl !l varlance from s ecifled rnredures shall tie- Approved by the Architect prior for shrinkage of wood construction. of size indir.ated on Door Schedule, steel sheets riot less than 18 gage for face , (d, Dung framing sect Ions - Not lPs> than . 125" p p pp } 1 sheets , internal reinforcing, etc. Hing(- and door cls-ler reinforcement 3/16" x 1 thick . to application. Applfcarion variat.innr not approved by the Architect may 1/2" x length required flat bar steel . Pan form door fare sheets Install interna) require raofing ruts br made fnr testings by a material testing; lahori,tory. SECTION 07720 - SOFFIT ACCESS HATCH hrac•1ng around entire perimeter of dnnr anti full hefgitst of door . install round z C1F,'.r T+ie Roofing Contractor shall pay for a] 1 rusts assnrfatPrf with this tegtfn( (e) Finish: anoriiz.ed tildeadening fireproof insulation Cull bright and width Provide top edge of exterior or prier approved suhst ) tute . z ? u in If the testing agency• rannnt approve the application l i ca t i or, t echn i ues Used. the door with continuous , flush channv l rag, sealed with hot roc•t a) . Fleve l door- 1,,,A" it, 2" - -' r } PI PI q 07720-01 GENERA[. hiWt -up rcofing shall be replaced and installed as specified at the Roofing; at ]itch stiles . Fit doors to 3, 32" clearance i;, frames , 1/2" over finish floors w < W (i Cnntrartor's expense. A Prm•idP soffit access hatch,: at locations shown nn the and 3/1"" neer thrt•sholds . (f) . Manufacturer and type • l'nite•c! States Aluminum )0' o7z C � � o drowj Ill's Corp. (nr Architect apprnvrd equa i ) 2" x 4 l '2 LL ¢ - 0 = on e R Acceptance of Honf-Der•k App) icat ion of Bui 11 - up roof- cPntPT JI1,17 ng! System, w t h medium st i Ie doors Q ¢ 0 < z ' C. Fabrication of frr,n,r; : Frames of 16 gage steel , wall radius edge , with square strips keinfnrrr > Zoo " " O < < inC shall sIenffy that the Roofing; Con trer•toI, has Inspected and approved the 07720-02 PRODUCTS ties of steel fn gagles and design to anchor to wood frame wtI1s , or concrete block radio a1 minions as uareIst•I- for wind loading raof deck for built-up roof ing application walls , 3 ties Tier- jamb Furnish floor anchor clips , Phillips "Red Head" type cullVert �. A. soffit Access Panel - JL Model TM, 22" x 30" min. Screw- fit Trete inrhor, tenits, and other Stems shown or, required. Make corners and arises 11f C . PROTECTION access pane) See Reflected Ceiling Plan fnr• locations . sharp and clean, full weld frames corners, rind smooth to (t✓) Hardware• Dead latch, Made type latch (tri receive = t c Y. produce in visible Schlage Cylinder) Dnnr pivots at top and hnttnm 0 ,joint Hinge reinforcement • 3/16" x Jamb width. 1 Wood Decking To 1nst:re protection of wood rout 67720-03 EXECUTION Overhead type door closet'. threshold Weatherstrip N decking, comply with the fo) lnwing: Roofer %hall co- D. Do all drilling and tapping for lnslellation of hardware, jamhs , head icnd sill of door, also along dead -latch � ordinate his work with the work the carpenters and mechanism At pair of doors provide listed automatic P A coordinate hatch location with roof joist inyuut . shall apply covering immediately after decking is 'aid F After completion of fabrication, thoro,tg;hly d(-grra�t , clean and type floss bolts at top and hnttnm of door See Prior to roofing Jnstnl )ation, Ronfing Contractor scall honderize work by steam rhPmical prnress and give external surface of dnnrs and Sertinn 08700 for exit hardware, sJfnage and verify with GPner:.•1 inntractnr that roofing diaphragm SECTION 07920 - CAULKING 8 SEALANTS surfar(-s , both inside and out, of frames minimum of two coats ufprimer on frames and push/pull hars inspection has been c :,mplrtect two ruat% of primer surfacer' on doors . 07920-01 GENERAL (h) Gi;,•ring•: All gi1171ng to he, 1 " insulated gilass- 2 A.11 decking; laid during the day rr,ust be covered F. Lowers : Louvers shall he factory installed insert typrwith except use 1/4" single glazing; of ' In doors and Each night before raining and shall he protected from A. Provide all caulking required to complete the work invrr•ted "`'" baffles Louver blades are to tie 20 gage and the frame~ tobe of 18 gngp transom panels ahv cie doors . Z moisture at all times welded steel const ~uc•tion. In fire rated doors - Fl, lo11ver 1Ildicatrd on the drawings requiring caulking, ser:lants and specified herein , n. CANTS ( 1 ) ArcP'siblr Entrance, Doors : At doors required to ft 07920-02 PRODUCTS 08110-03 EXECUTION hP arressihle or so marked on "Door Schedule" , provide iD 1 Provide felt rants at all wall and cnrh inter - 10" height kickplates . Provide door pressures as fo! lnws • C - sectinns A Materials Exterior hinged R -l !2 lhs. maximum, Interior hinged 5 Itis. 0 A Shim Boar frames to g,iv(, fit] ] beartrig under : nnnertnrs . W Z 2. Built -up rnnfing+, to extend H minimum of 2" above 1 . All joints: One part , non-sag, low-modulus , m:,lsture Select mrlal shim of size to prevent warping; of frame arid to make permanently maximum H (Z rigid installation . Shims c•oncenl(-d by minimum of 1/2 U cants Hasp flashing; ply' will extend n minlmn+n of 8" above -curing; pnlyuret.hane faint sealant . "Dynatrnl l' as SPii l lint : C [•: "Sir 1 Ps 130" or now 6nrn l n(! the membrane 4urfuce Exterior grurle plywood ubove citnt % nn hark mantifactur•ed by Pecora Corporntinn. Color as selected by 780" Colnr to he inconspicuous in finished lnstallatlon. I- v- side of frnmrd parapris Plywood to receive metal wall flash Architect from standard color line. B. Hollow mein] doors projecting beyond frame when door is frig Prnvi ± it required f),• t.hin! and %eulrinIs to insure a c lo,rPd will he rejected. Y Cl_ water tight system 2. Back -up filler material : Polyethylene foam sealant Ft. Fahr lcatlnn• barker. Dow "Ehafoam SR" rod of sizP to have In-place SECTION OR200 PREHl1NG INTERIOR WOOD DOORS E APPLICATION OF VAPOR BARRIER compressed width across joint of not over 75% or original 1 . Prov ide• sect tuns with (•Ivan , straIght , sharply diameter and shall not be compressed to width which is 08200 01 GFNERAL defInPd lines free from defects ImpnIriIli! str•enCth and I Marufacturer' s Specifications - Conform to mann less than (10% of diameter. (ill rahilftN. Doors to have symmetrical trip rails and stiles facturcr's seprc:iftcatlnns for vapor harrier and arlhr•sivr• A. Furnish Intrrlur wand dnnr' , wood door frame~ and hing! , and to tie completely weather- str•fppod. securelyrs joined and rrinfurrPd, Size SPe Uunr SChrdule Make a! i except as modified hereinafter. 3 . Stucco (Outsulatfon/Finish) joints : of sire, type and arrangement shown See "Door Schedule arid drawings fordonr SHEET NQ description cutout operations accurately fnr hardware pr•epnratlons aur' F MOPPiNC, OF SIT1TMCN a. Provide backer rods for joints in -ituc•co (outsula-- reinforce its required. Fit snap in g;luzing heads, relidv tion/finish) Section 07240, that are closed cell H Submitt;!ls• 5nhmit Shn , Drnwin s per Sert ion 01200 01 , for glazing;. 1 , ;:enernl rnalrol ►pentini! of 1111 hitucen dr, not i g'.' 1 and approved by stucco(nutsnlatinn/finish) mane- Shop Orawln •t• Suiltrittal F'rcrrdnre•. •: overheat Maintain thermrimelrr Jr gond cnnr!1t lon at t g. how elevation nerd dlmvi,00n of each fartu!•er . Prnvlrlr sealant for joints in stucr.a dont tygr(• F.,hr ' r ::Tn g•.•, :pg,g,rnvr•rt stop riT'nwinpf and h:ir(iwrtrP �� ^ kettir At 411 iliacs . Apply h!tnmr'r, itr uniform /tnpg,fng•• (nutsulat Ion/finish) manufnctnrer and in color C QnaI i I y Asstir•a11cP F'c•nl•ictr, doors meet ins! nr Pxc rrdinl• the• I i,I ,z matching the stun-o(outsulation/finish) finish minimnm standards as set forth by the fnclr,wing! org;,Tnjz;ttlnns Ilnless standards nrr 2 Aspha l t A'phn!t %t-ii l ! ten heat Prl n•-. r,rr e-,s<'try t r' n,od!i !Pd tit' eXreedPc! h; t h i s sgpP( i f i cn t l nn nrhlrve ' 2F• d# gVrrr% of F'V1 (F.rguivl,rnu� Temperature ) At polot of app) iratlon hilt aha) ) not exr•r-ed FPT (F'inl!.hed PlnwfnP. Trmprruture) for moire than two boors 1 Arrhitecturiil Wondwork Institute. (AWI ) , Section 1:,wo or Upper Boones Ferry Rd. ~5650 ]5O(1 13UP 94-0225,MEC 95-0178 BUP 950263 39 OF 71, 3 h JUN 19, MICROFILMED 1111 ', 11111 11111 11111 1111111 11111 Iir1120I-- (NL4ffi1 4MADE IN 61 CHINA IN 1 1 �. 1 Z , f 3 4 5 e116100 OJ R1IEt'LtTg01t 08700-08 DOOR CLOSERS (r ! . (;;iskels for aluminr,m relltes shall hr nef,prpuP (a) S:110e• toyer . 4 ; A Instal Tat lot,. Where called fnr by symbol In hardware Schedule, furnish interior or exterior nut vinyl ) rubber with anti atrrtcb rPlnfnrcfng.Anct of color which in bronze Or black ( 1 ! Apply hnr,r•r! In maximum tP►c,rt lral lengths,type door closers of size per manufacturer's u hedule for application involved. I . Erection by experienced alumina■ dint=r and frame Verify all conn+tio►,s ,.'rid supply proper shoes r. with Jong dimension parallel or at right single,,d area. Symbol SC: LCN 4040 08810-03 EXECUTION to vertical framing mtsPDrrs and ut right angles subcontractor in arc.ordence with instruction furidshed CUSH b 1461 , surface mounted closer. only to horizontal (me bees and o fine members � by aanufncturer. 08700-07 SPECIAL HARDWARE A. Installation: Set liters over 5 square feet in area with Stagger joints 1n board when applied at right 1 r "waves" running horizontally. Exterior lites at aluminum frames: Install angles to framing members and allow maximum ". Set work niumb and true, properly aligned, securely with specified glazing gaskets with glazing blocks and tape as requirod. anchcred A Weatherstripping-Weatherstripping- All exterior hollow mrital doors, weather- All shutting ends sod edges occur over possible distance between Joints,, members, strip door bottom with Pemko 315CN sweep, jamb and head Pemko 303AV. B. Adjusting and cleaning: At final acceptance, glass shall 8. Cleans R. Peephole: H.B. Ives, 6988, Brushe•l Chrome. Finish shall be tight and free from rattles. Remove excess glazing compound except edgers when joints are at right angles to 11w: At time an aluminum by Architect , r s oP a)1 r. F1►,ah Bolts H R. Yves, 456-12" , Hr abets Chrome Flr,lRh aurin normal life int cnmg,Ound '"rim tape about sight linea. framing members. Joints on opposite aides of prutrctive materials from Mork and clean aluminum with household soap or u g partition mber,nl;P�1 to occur on opposite staging detergent and drinking water. D Kic•kplate: Tice industries, 03E 10" x 34" , Rripht Stuin- members. less Steel . RECTION 088,20 - MIRRORS SECTION 046" - ALUNINUM DRIVE-UP WINDOWS (2) . Nailing to proceed from central portion of 06700-08 FINISHES 08820-01 GENERAL hoard toward the end and edges. Double nail 06665 Ol GENERALboard hnard !s not tight If, framing;. Lor.ksPts, cylinders, hinges, door stops- R.H.M.A. 625 Bright Chromium PInted A . Piv vlae micro s without fromPN and Of s171-e shown rind not coating. (match aluminum entry door for lock cylinders) i11 aluminum windows at drive-up locations shown on drawings " O (3) Sidewmll vertical angles: Overlap hoard � A Provideteres as indicated on dat !rNrrnnl corner fr•a►n1np, err float tiny, Anrlr s dr.�rinrx . Provide complete with dll required anchors, hardware rind 08700-09 KEYING 08820 02 PRpP'ir'Tti accessories . w a+Ptftod fivt•rla,pin( board eppl iPd to bring; nncter lying• br,t:rft Into first rant art with fare ref g A. Key entire project for soh-mas=ter key system with zoned A. Mirrors Hobr•ick Model 11165 24" X 3f," with chrome trim. training masher behind f No fastenings to B. Submit shop drawings showing profiles, sizes, finishes, .,irea4. Provide R►•rst Lock temporary construction cylinders Final keying by cornu studpermitted It underlying board. N anchors and clearances. Submit in accordance with 0120, Shop Drawing 11f,4t Lock at 503-667- 1993. N - m Submittal Procedures. 081120-03 EXECUTION a ■ t N. Provide 3 change keys for each lock or cyllndpr. Master 081120-03 installation of accessories Install accessories a d sub-master keys to be provided on keying schedule. straight plumb, level , square, and true to required 06665-02 PRODUCTS A. Yr,stsll at locations shown on drawings. Provide backing to angles . Install In longest lengths C. Keys and marh+ngs: Furnish ali ktvs cut from "C" Key spanner head screws . Install per manufacturers: print - g mitered and with • •• � receive "non-removr,hle" s tight joints . Trims installed with mitered garotte. � A. Drive-up windows to be by Ready Access - Pass Thru Window Sections . Tag all keys. The above keying schedule is general and must he Pd Instructions. Shim If necessary with altered corners. Shim if necessary Systems. '8utsp-Out II" Style (19" x 18" service opening) with standard approved by Owner In writing; before, nrry loc:ksets or cylinders can be. ordered. SECTION 09250 - GYPSUM DRYWALL with metal shims of same metal and finish as accessory. stmt-au owat a operation. 1500 West 47th Street , Chicago, Illinois 80632 Attachments rigid enough to hold accessory in requiredlocstlnns. Fastpr,ir,l;s at aaximrrm 12" o.c. . Install right Phone: (31,R) 376-9700. 08700-10 HARDWARE SCHEDULE 09250-01 GENERAL to material abutting drywall , except at control joints. A. Provide gypsum drywall hoard work, lncliuling 1;yptium wall 17F7, (A► . Lorntions: At corners ;end edges c-xpnsed 08665-0 EXECUTION hoard, fastPnin �s, raulkin and Acr.PSSOrieR at to- view; where drywall receives paint; and where flex.�Se Sheet NO. 9. 6 C gypsum drywal ] locations whereshown un drawings . nefinitton of core type per Fed. Spec. SS-L30C(1 ) . tide wall covering or other but no metal trim re- �! A. W.ndows securely anchored per shop drawings. Anchors at quired along floor where rubber base occurs . maximum spacing of 24" o.c. and not more than 6" from each corner. B. Dry Interior RuJldJne shell to maximum 15♦ moisture Q ___.�1 8. Sea] weathertight all metal to metal joints within window content before installing gypsum drywall . units and all joints between window section and structure. 09250-02 PRODUCTS SECTION 09270 - GYPSUM DRYWALL FINISHING Q 09270-0I GENERAL J ' � A. Gypsum Boards: All 5/6" thick and 4' rids, unless other- � BROADSCOPE SECTION 08700 - FINISH HARDWARE wise specifled. A. Provide gypsum drywall ,joint taping and finishing treat - , went fo • fasteners and for metal drywal) beads, trims and control joints. The 46700-01 GENERAL 1 . Gypsum wallboard, standard/regular finish wallboard Architect shall be notified immediately of any problem areas of rnnrealment of (r- tlSi 611) meet requirements of ASTM paper tapered races faoteners and joints during the gypsum drywall finishing. � w � A. This section Includes a1 ] finish hardN.;re and related or US.. type SW eased edges. Edges papP.r bound Type III . � ; items necessary to complete the work except wood door hinges specifier! in Section 08200 Interior Pre-Hung Wood Doors. 2. Gypsum Barker Board: Meet requirements Of ASTM 17442- 09270-02 PRODUCTS 8. 76 "l:ypsum Brsrkin Board" . (fed. Spec. SS-L-30C, Type .. atlon of all finish hardware t;peclfied herein will A. Joint rnmpound, joint tape and finishing; or topping compound LU he done under Finish Carpentry. oiV) . Edges square or tongue 6 gronve. Provide gypsum shall meet requirements of ASTM 0475 be made or recommended by well hoard Z U-) hnc•kinh board at locations which err not to receive manufacturer whose material fs to r Z ecPiver drywal] finishing and meet additton- (� finished joint treatment . a] requirements specified below. O w C. Quality and types: Itnless otherwise noted, furnish items F"- only of manufacture, quality and characteristics specified Substitution of 3. Water- RPR1str,nt Gypsum Narking Board (symbol GRWft) f� w unlisted items or wakes will not he permitted without Prior a B. Materials: p g approval by meet requirements of ASTM 0630. 1f Ce Architect in writing;. q I . ,hint compound Plsnt •mixpd vin I -base 4 STM C nr Gypsum Soffit Board (symbol GH SR) meet requirement Y joint taping W D. Operation and measurements: Responsibility of proper of ASTM (' 031 . compound in either machine or hand fond consistency for � operation of hardware rests with this Contractor. Verify all measurements, type of Prulpment employed, except Joint prPtf ]] for 11 S. 1� hark sets, door tt.ickes-ssrs, Pt r.. Gypsum wall board Type SW shall he USG "durLbond 90" ,joint � U : R. tr+stpning;s E. Templates: Furni-h metal door manufacturer with correcompound only.correct compound Of and complete templates of all Items to he 1nstAllPd. • 1 . Nalls : 2. Joint reinforcing tape: Spn►•k-pprfnraled and where z trsPd for corner application, g►rP creased r (a) . Single lily S/R" thick wall board- 5d, 1 -5/k" � KS � F. Guarantee: Al ] finish hardware to be free from defects ]9/64" d;,amete•r head, No. 13-3/2 gage "Parkerhend 1 Finishing; -topping compound- Cnmpnund :aprclnl purpose DrA titer" or 6d, 1 -7/8" , 1/4" diameter head No. la finlshing Or topping compound designed for finishing over In finish, workmanship and materials fora period of one year atter scree- gage cement coated or chemically etched . �-' tante of the building. Upon written notice from the Owner and/or Architect , trope and not all-purpose type. Compound USG "nura-bnnd remove and replace with satisfactory material at hardware contrActor's = �• 2 gage galvanized Rt Pel . Joint Cnmpcnind-Topping", Kaiser "FC" Finishing Compound, < z t = W J Y C. ArcrRaorf . s: f, A ,P National Gypsum "Gold Rnnri Topping; Compound" , .1-M "Topping U - J "' -' expense. Compound" , Georg fa Pac i f t r• "Topping Compound" . •nr I Z Z 0 i 1 . Corner head- Cnsfngs-Western, Inc. , No. 220 "Corner Architect approved, a Z cin o Gua^d", USG Dur A •Read; .1-M No. 220. Leg; 1 1/8" , minimun. No3 � 0 G. FastPning;s Furnish hardware fAsteninl;s thug c Cr � Z U C. Compound MlxiniFinishing-tnpptng compound and joint o ,. 2 "L" shape edge: Casings-Western, Itic. No. 106 "Wide > o a _ o < 1 . Door stops : All exposed fastenings with spanner pre-fill mixed 1n strict accordance wf!h manufacturer's print cd dirrrtions. head machine Flange 1 1, 4 ' , 1156 NO 2+x08; J-M No. 10f. Any,le lel; over Ready-mixed compounds used as they come from enntainer. r head machine screws with 'Diamond" type caulkinngg aat mascrews at tapped hnSECTION 08810 - GLASS A GLAZING ends and edges of wallboard same dimensions as wall hoard In steel ; spanner •r .� � g 09270-03 EXECUTION Z masonry. Concealed fastenings; Phillips head machine' 088]0-01 GENERAL thickness fully covering wallboard ends and pdrR screws at tapped holes in :=feel ; Phillips head machine 0 :i. Control ,joint : An "L" shape edge trim back to hack . jq screws with Diamond" type caulking Anchors at masonry. A. Provide all plate, float , sheet glass and glazing A. Examine work to receive gypsum drywall finishing; and deter mine acceptabJlJty of surfaces and Jnstnllntinn, as application of fin: -:bin throoel,nut the project . All glazing In exterior aluminum storefront system to tg E W 2. Hollow metal doors: Butts with machine screws �• 09250-03 EXECUTION work without Objection to unsatisfactory or incomplete wallboard installation fY he with ] Insulated ounites. G1Ore glazing arid Its installation shall comply constitutes acceptance. All edges And ends of Sura wadlboarnd Shall be in Weatherstripping with rshPPt metal t gyp ar f3 type screws. with Chapter 54 of the State of Oregon Specialty Code. A. Application: moderate contact and where this rondItIon is not mf•t , Pittier have wallboard 3 Thresholds - Stainless steel to match threshold. cont.nct corrected or rough tape and finish joint , re head machine screws with "Diamond" t ,P 08810-02 PRODUCTS I . � garadlPss of location. Phillips yi 1 . In general , ir►stall r.eilinl;s before walls. All drywall fastenings shall he tight . caulking anchors. 1/4 20 min. size mat-nine screws. A. Materials: 2 . Apply ufth all edges end ends of wallboard 1n R. F1nlshing joints: Specified tlnlshiny, or topping compound moderate cnwlt t between abutting for type of wall or ceiling finish dr•ywn11 Is to receive shall be spread even- ] . (:fear glass manufactured by PPG, LOF, American Saint g plerps of board. 1 , NOTE: AI] extrrior tARtpning,F to he stainless steel y over ;Ping, Pxtrud Slightly beyond til] coat un all jnlnt:i Finish and Gobain, Mississippi Glass co. , or Architect approved, "B" 3 tVhPrP 1ntPrfor an p C joint shall feather to smooth uniform finish. Over tapered edges, fr-Nish In match ttnftrh called fnr quality double strpnpth to 12 sq. ft . in area; 3/1R' gles receive joint treatment , apply not protrude heyond plane Of surface of wallboard. 08700-02 HINGES Heavy Sheet to 42 sq. ft . 1/4" polished plate or float wallboard by "floating" intprtor angle method, nnlpss to glass to 72 sq. ft . unless otherwise specified or shown on prohibited by fire resistive rons;truct !nn requirements. C. Fastener depressions treatment - Taping; of all -purpose compound C U. ora: (Symbol A) : Furnish in width As required by swing arid trim. Pro- drnwlnes , Where drawings Indicate tempered glass (Symbol applied as P1rst cont to fastenrrr depressions, fullOwrd by minimum two additional •• O Pct.lon determined by formula: Twice the door thickness los trim 4 . Pas dr w,a p pprujr.ct.lon TGL) and at locations where glass is within 16" of floor Y. �' 11 ' coats of finishing or topping compound, co minus 1/2", helghi. 4 1/2"; t 1/2 pair per floor, five knuckle, non-ris!np. line, or within 4 feet of a door in the same plane, pro- L full floating, stainless steel pin, button tipped, rnncenlPd bearings, vide Pittsburgh "Herculite" or Libby-Owens-Ford "Tuf-Flex" (A) . A1) gypsuP wallhnard nail or screw applied D. Patch and repair work damaged by tither trades and remove Exterior door with "Allen" heart stnin:Pss steel set sr-rpws in horre�l to make- or s ecified ualit with fastenin ,p q y glass tempered to give 4 1/2 to 5 Ps not spaced 1csRthan3/A" not more= equipment And debris from site at completion of work . pins non-rernvAble; Stnnley, PAR 179, two hearing. rel;ular weight . times strength of annealed glass of same thickness -y than 1/3" from edgeRandends of perimeter of board, W American Tempering Co. of Union City, California or by F. All Painter) surfaces of gypsum drywall to rerefvt; smooth-"Snfeglaze" by PprmuglasR of Torrence, California. Per g; p -.•. r 08700-03 DOOR STOPS ` SILENCERS (h) . Pprtmptpr fastpnln into ]ate And Rolp at top finish. Prepare sample for approval by Architect . manently mark each light with marker mark indicating and bottom Is regoI red. Door Stops (Symt,ol Sl : Verify wail ronstrurtion nrid furnish fasteninl!s ;1!r glass is tempered. F. A1) surfaces of Pxterior fryl►cum soffit hoard to recelve a required in 6470-01-G. Provide wall stops by H. R. Yves, Type 407 1/28 Pr( Ile (r,) . Nails and screws driven home with hearts thin skim coat of joint compound to the entire hoard surface to improve rinor silencers at All doors, three per strike jamb. Glynn-John4onTypc 64 or 6.11 2. Glazing Materials: All materials of color whlrh Is slightly below surface of wallboard and In manner fastener and joint concealment . gray rubber type. Inconspicuous In completed structure, mntrhJng opening not to fracture fnr:n paper with fastpnpr head. frame whpn Rtandard matching; color is avallnblP. Screws driven with electric, screwdriver. SECTION 09300 - CERAMIC TILE 08700-04 THRESHOLDS SHEET Nom Q (,•+) . Glazing compounds for exterior glass liter: (d) Fastener schedule for drywnil nn wood: 09300-01 GENERAL Thresholds (Symbol T) : Gun grade one part silicone rubber supplied with Pemka 171A, Aluminnm threshold 1/2" x d" at out awing`Ag; lours . manufar,ture's recommended primer. Genera) Flprtrlr ( 1 ) Single ply Horizontal surface,; f;�r+ten A Provide ceramic flip mr►terials whpn schrdriP:1 an drruwinrs Serips SCS 1200" or Dow Cnrnin ," 7RI" or Arrhite-rt at R" o. r. cut PArh su 1 for floors rend walls . 8 o.r. tfr: ) mc•mhrr �� 08700-05 LOCKS • DEYICEF :+pprovPd Vertical surfaces 7" o.c. ret IntermPdlatr• Inrrtion for Rcrew,. 09300-02 PRODUCTS 7 Latchep • Sr_hlage tyNe 'n" Levan t,pvPr- Design, 2-3/4" backset romplet.e with 0.l Gla7.ing Talws- Exterior 111r•4• Polylsu butylenc butyl , 1!11" thick x depth r^bbet , reinforced r+n minor! 1r.rmey prrtltJnns, vertlral And horizontal , 1 M;r►rrinl� , 1'lnrt , w;ells and winctr�M gill tilt. TI Ip -,Pict eeaplate box strike. r floc. nS Per interior derc=r , • and pep-st,lmaPd with syntht•tic rubber, rod c•Pntervd in wort! fnrrinl;, wnnrf framed reilin[ Of joists or p lar'M'•`+ry provided h]• Kitrhe•n F'qu,pire•nt Supplier•• Lack. Deadho)t : Best Lock Co. , Provide cylinders for inside And nntside of tape, Tremro "440 Pre- shlmmpr!" , or Approved. NaBil , wond framing: aluminum en t targe doors . Uppr►�^st Ftitty ted. ttie!io R Grout "I1PC0" Nydramrnt ;;rout , and r•ek i st ant , color as >. Pei' Interior decor package provided h K i t ch•en Equipment S I Mier. SUP U-0215,MEC064116 sup 9"Ns 40 CW 14 2 3 d ,JUN 1 3 1995 FILMED A , V? . !'" .- ._ .. ... ,. -.-_ __ _.,..` .- .. .,•. f)r.h� ,...... .� � .�,"� ,.. -.. �'S.. � .., �� ..,'�,�r�, ,g1. .. .., r�"�n1l;i" i'3�°1y. . . �`�1t:�,. ,. i.+V�' '..,,`..,..;,fir ,�,.,r mY,.9'V!,N1th' : e Z 3 4 U. Hardware. ' Al ! doors shall he equipped Kith concealed 071 t. i:laa.tomet'ir waterproc,finG (r„lymprn7,er! A^rylir Elnvtnsrric Coating) Apply follow controlled gravity type hin(res Upper and lower hinge bracketaa shall he of R>KlCUTION tie ;,{n of KnrM teat treated high-tens!le cast aluminum alloy Toa hinge pivot door brackel. p9300-03 nl, n,arrufarturer ' revommpndations and prirtrd instruct ► + 'rrnm:c T, Ir !nst.:! lnt :nu inns Ser- �rrteon R^12R � shall be �rcessed into the. edge ut the door a.truCturr. Hattns hinge shall A. I91t9 Handt+tnk tat t 1 It is intruded that illi fIllIsltes hr• piiintecl or ort the weight of the door . Operation of the door shall be controller Supp 11 C rete s on grade. Install with epoxy finished unless sprcfff(•ally noted as unfinished by opposing cams under spring tension mounter! on fixed vertical pintJP. one floor C 5 Iodi Pied nnri interior Drywall lel] arras except as modified herein) . Hinge shall be adjustable to permit door to come to rest at any angle and to (thin set method . 09A00-02 PRODUCTSa Interior drywall where nested "Enamel" shall receive. be self-lubrlcatJnp,. Door shall be equipped with concealed latch with face W214-l9 two (2) coots alkyd semi-gloss enamel . Where achecul�d mortised flush with edging strip and cast alloy chrome-plated coat hook r _. Malls, Method A. Material Highest Quality product Roddii Paint Co. , Miller app!Ied with theft-proof screws. Latr•t, bolts shall be staJnle+(s steel and for "Paint. drywall shall receive two (2) coats Ittex ST 1-10110 Paint Co. , PPG Incl,rstries, Renj , Moore, Fuller, Amer ftanP Paint , Sherman paint . See Room Finish Schedule for finishes . exposed escutcheon plate and handle shall it polished p,,Pcecavychrome- plated cast S ANSI S I Williams and Glfctdrn, or prior approved. Samples: alloy non-ferrous metal . Provide an the pilaster one-p:er.e heavy cast nun- C. sofa door and wall tiles at restrooss to r•erefve two 6. interior Wood, Jamhs b Trim Plywood Shelving and ferrous alloy stop and keeper. Chrome.-plated and polished, with 3/4" diameter Cee- I . Submit drawdowns of all paint colors proposed diameter rubber bumper locked in plare. Stop and keeper shall be through (_) coats of clic-mr• silicone grout sealer as required to completely $Pal floor for use on tlae work for approval . Cabinets. bolted with one-way head bolts . and wall tiles and grout . a. One (1 ) c•out primer and two (2) coats nil base 2. Paint 4' x 4' minimum sample of major colors (i .e. enamel . E. Finish - Plastic Laminate Color as selected by Architect . 7.c,es to receive SSCTION 091300 - ACOUSTICAL CEILING SYSTEMS field color, ar.r.ents) nn building tng and strrtao continuing. Walls to receive vinyl wall covering to be sealed F Assented Knlckerbnrker, 4anymetal paint Obtain Architect 's approval prfnr with "seraler" that will not tie detrimental to the si+nnfacturr•r 's , n,ihl•. ive of the materials hobo{+ npplied. Verify weirae, 61(lbal . AcruratP, I ,nt pi ;p a o !, Maxine nuc! Thinning type A 09500-01G�Ift.RAL 1 type {rrlor In rt{►p] 1c::ations. • r• f c, ' t i lrti Dna ) ua:hen !► ct alt rm cit SECTION 0]0426 - S)GNAC A • M e 1 A. Prnrldr acetum. ►nal + + 1 1 1 Pr•n;�r Irtnry !'rn+inrts ., 'E 6 GRAPHICS n indicated Pr %,Ido drawings ;r. Mix and thin in strivt aivorda►atr� aith manta IIt11►pFtr DFsIGNFD) V wN lo�Pt ►� s facturer's printed directions SECTION 08850 VINYL WALL COVERING Q so of a 09,500-02 PRODUCTS Other materials 010426-01 GENERAL • a. Mix and thin 1n accordance with standard cc a Ins a A. Materials: practice. as ep{►rovPd. 9950-01 GENERAL A. Design, trthric•atr, install and arc-tire all necessaryto approvals of Interior and exterior building signage, at locations shown on • l Aroustical unit - "Armmtr•m►i;" , ti,ia►Rrrra, 24" x 24" x C Preparation of Surfaces A . Provide vinyl wall covering as shown on Drawings . "Finish the drawings andas specified crone►. 3,14" thick , sr{uarr cut te`ular lay- in tile . Schedule" and specified herein.. A. Bidder shall provide all drawings sand r.nginrer•inp, required 1 . General a . for owner approval , securing sign permits and fora complete and proper n- Put surfaces in proper condition to- receive paint stallattc,r,. and other finish. Contractor responsible for defec- 09950-02 PRODUCTS 2, Vinyl units! "Jasco" - white vinyl lay-in ceiling tive work from any cause, including unsuitable and board 24"x48"x1/2" thick with vinyl applied to the improperly prepared surfaces. ft. Materials: r[7SA exposed tncP Vinyl wall covering manufacture and style Ps per interior 010426-02 PRODUCTS 2. Protect Ion decor schedule provided by Kitchen Equipment S,rppller. ing,re applyipaint (IT, otherevr finish. rmnInterior signage- Provide durable, metal sl{'ns for toilet rooms and posting �f alllowaowable 1•nilding design live loads . i with components formed from commercial quality cold-rol)ed or provide adequate prnlertion for hardware, plates, steel , Plectro-galvdnlTed. ExpctsPd finish shall he lnw light fixtures, rind similar items; replace upon 09950-03 EXF.CUT]ON —� f- sheen satin white The ceiling suspension system shall completion. Rpmnve dnore to paint bottom edge. B. E.xexteri door PrR des signage, marked with international the ceiling assemble shown on drawings with a Employ skilled craftsman for removing and reinstal- A. Install per manufacturers printed instructions at locations Symbol of Access, at exterior of doors designated on the Door Schedule as Q support maximum deflection of 1/360 of the span. ling above items . Where paint 1s to be applied to Indicated on drawings. ner.essll,le entrance doors . 1 {;lass, Glenn gloss thoroughly before painting. C. Dnnr identific:atinn: Toilet room, doors shall he i enti- 4. Provide sPts+slc lateral bracing for suspended910 - PREFINISHn ED WALL PANELS fled by the InterntJonal Symbol of Accessfbil M at a helght of 54 to 66 acoustical ceiling system as per U.B.0 requirements as }- 3. Wood SECTION 09 the door where possible. shown an drawings. a. Sandpaper smooth, then dust ntt; sal sap and inches above the flour. Mount flans symbol on the wall at the latch side of Real knots. After primp or stain coat has aapplied, (� • r plastic wand. 09985-01 GENERAL � > w fill )toles and cracks with putty o { 09500-03 EXECUTION 4 Zinc Alloy and Galvanized Metal A. Provide prptinished wall pnnr•1s tis shown on drawings010426-03 EXECUTION LL , in per manufn furor's printed fnstrurtinns, Room Finish Schedule and specified herein. ' r-, (D A. Install ceiling p a. Thoroughly clean with surface conditioner raid C',SCA) , and ASTM C636 recommendations at locations shown on drawings. prime with galvanized iron primer. A. Interior iPost relies at locations am directed by w per ( the Owner and in accorc'an^P with code requirements. in light fixtures shall by wire hangers 09986-02 PRODUCTS h ] 1 he sz z B. Lay C 5 . Non-Galvanized Steel and Iron SECTION 10520 . IRE PROTECTION SPECIALTIES �� t each corner. a. Remove grease, rust , scale and dirt . Touch up G W O a A. Prefinishrri panels to he Marlite - Dlnmand Classic Series, damaged areas in shnp cont . Whirr. shop coat is �_ asphalt base, apply one ( 1 ) coat polyvinyl acetate arsine as per Interim d pnrkagc {arnviAed by Kitchen Equipment Supplier• 10520-01 GENERAL Q W SECTION 09650 - RESILIENT FLOORING ,asphalt sealer before n{:plying finish coats herein (L i0 after specified. 09985-03 EXECUTION A. Prot,Jd•• fire vxtlnKoishrrs ;as required by the circ Marshall . � w Verify extinguisher types, U. I.. listing requirements . extinguisher locations and (L ructfnu. rat mounting heights with the Fire Marshall . Provide recessed fire- extinguisher 09650-01 GENERAL 09900-03 EXECUTION A. instal] per manufacturers printed Jns CL 0cabinet at locations shown on the drawines . Pro�,Jde portable, surface mounted w 1f Provide resilient flooring work at locations shown on the locations indicated on drawings . extinguishers at other required locations. Provide accessories as required for � �'- B drawlni;s and "Runs, � ppplici inn of faint ;and Finish Q Z Finish Schedule" SECTION 09975 - FIBERGLAS REINFORCED PANELS complete installation. Provide portable fire extinguishers, cabinets, and ] Workmanship ' accessories by a sJr'Rle manufacturer. II nn n. Highest quality, Performed by skilled craftsman, 09975-02 GENERA[. 09650-02 PRODUCTS and in nerordande with manufacturer's directions . E1, circ rxtinquishr'r locations shown on the ,irnwinp.s are subject to V♦ } Spread material evenly. without runs or sags; sharp approval by the Fire Marshall . A. Rubber BasP: Burke's Flexco or Arrhitert approved substi - A. Provide Fiber ins reinfnrcrd panels as shown on drawings and lines against gIARR, other materials and different 1' tate, 6" high rubber. Color as selected from manufarturer's standard line. calcars. Vary volors of s►iccr•as1vP (-oats slightly to Rnom Finish Schedule and Specified herein. - 1 sP�t requirements of Federal Spec. SS-W-40A, Type 1 . (Symbol RR) . W Z Shall q ovoid skipping. Sandpaper exposed surfaces of doors, it _ frames and trim between coats. Allow ample time 10520-02 PRODUCTS t0 UJ 4c W z z 3 J y 09975-02 PRODUCTS J ! W between coats for thoroughly drying. N z z s z 09650-03 (gXECUTION A. Steel tire. ext inguisher cobii,ets , Embassy Series, Contemporary V y8 Z o F p 2. Defective Work A. Kemlliv Fiterillas Panel , Glashord R, 000 thickness, npplic'a door style (with partial light panel , ply# , gl,.ss ) as manufactured by I . L. Q �g < Z '=" g A. l.uy hale as directr.d by Architect and in strict avrnrdranre u• Contrartnr responsible tram whatever cause. tion over gypsum hozrd . Color and style as per Interior deco, sci,edule provid- 1• u• r W z ¢ z 3u with manufacturer's printed Inatrurtlnns. Refinish at ('nntrnctor's expense . Repair work ed by Kitchen F•:quipmrt,t Supplier. Equfvnlenf FFtP panels manr)fac•lurec! by .adustrirs , .a1s A;rgeles , CA. . ^avid+• apti•,,,• 1 utura "Fi:•r•" Hancilr. � �po o � pt .c damaged during construction. leave in first class Mrirlite Fiberglas Products are adcpptable substitutions. SECTION 099UO - PAINTING condition at time of filial acceptance. GENERAL 09975-03 EXECUTION 10520-03 EXECUTION 09900-01 1,. Where work it; deemed to be- defective by the F,• Architect , the C ,ntrartor shall refinJsh the surfare A. Install per ncan„fac•turer's A. Provide painting and staining where Indirated cin drawinp,s. A, install per manufnc•turprR printed instructions at lncatlon5 printed ceases I n;:s at locations fire as required until the. desired result is obtained. shown on drawings , approved by the Fire Marshall d, Architect . Prepare recesses 1n walls far !SrP Application of materials specified in this Section extinguisher cabinets as required by size and type of cabinet and style of trim (Z ' 6. No finish required on the following: signify the painting subcontractor has accepted the in accordance with manufacturer's printed instructions. substrate and guarantees the desired results. If I . items having a rnmtplrtP factory finish. defective work in fudged to he product-based problem SECTION !0155 - TOILET COMPARTMENTS 9. Check extinguishers for proper charge and operation. Remove and by the pal nting snhcnntractor, he shall consult the replace any damaged, defective -ir under charged units. .. 2 . Non-ferrous metals. unless noted otherwise manufacturer'~: rPprPRentative to nhtnin a cure. 10155-01 GENERAL C. Colors R. Finishing Schedule A. Pruvlde toilet compartments where indicated on drawJngs. SECTION 10800 - TOILET ACCESSORIES 1 . See color SchPdulP provided by Arrhitpct . 1 . General B. Provide shop drawings to indicate sire and nrrangpment 10800-01 GENERAL a. Contractor %Loll obtain Color Sir-hpdule from of compartments . Show all pilaster sizes and anchorage details. Submit N O. Labels Architect prior to paint applirAtinn. shop drawings per 0120-02, Shop Drawings Submittal Procedures . A. ?invade tn11r•t roam nc•ressc►rles in toilet rooms . O 1 Deliver materials in orip•inil containers, mane- t. Work schedules herein is in ,addiiinn to shop facturer's labels thereon. 10800-02 PRODUCTS r13 coats specified 1n other Sections . ]0155-02 PRODUCTS f` t) Conditions A. Paper towel dispenser- Rgcesmed, multi -fold paper towels, E. Weather C C. Symbols nn finish schedule Indicated material A. Partitic:, panels and door:, shall be constructed o a removnhlr stnlnlPss steel Lowe) dispenser is eesRe into cabinet Receptacle and number of cants, EN/2C JndJcated latex semi- sandwich of 1/16" laminated plastic handed to a solid particle board core, 1 . Do no work outefdP during drams wenthr.r, where tamp- gloss enamel in two routs. 8" deep, with rapacity of 12 F1n1 , extends 4" from wn11 Ruhrirk R-3044 Satin WYI � fay ersturr is L• :nw 150 degrees F. or until surfares havP edge laminate applied first . Finished thickness of partition pianola and doors Finish Stainless Steel �- ~ thoroughly dried from effects of sor.h weather. pi,litit nIn is 1" . Doors to be pre-notched arae! recessed to accommodate concealed control to to G fi 2 Exterior Meta) Doors proper temperatures and adequate ventilation for Inside led gravity type hinges. Wherer doors or pilasters are notched and reressr.d p Toilet poser holder Surface mountPrt multi-roll , stain work. Do no work when dust nr lnser,tr arc, present . Exterior hollow metal doors and frames shall for hardware and fittings, the exposed core shall be sealed against moisture . less step] with satin finish Rnbrirk R-2RR 13 Generally., partition sections and doors shall he 4 ' - 10" !sigh trim rover of receive two (2) coats alkyd semi gloss enamel over p. Protection and ClPaning polished stainless steel . C Grab tuirs 14ohrtrk . 116206. Rars 1 -1/4" 0.n. Stainless primr- coif or factory-finished items . Mork with drop cloths. c:1Pan paint B. 'sittings shall be extruded heat-treated polished and steel tubing, with knurled liras surfnee, 36" h 42" inn(; Concealed mnuntinl; 1 . Protect ad�ar.Pnt 3, Exterior and interior Metal Work with tamperproof stainlems steel met mrrews. I,ouaty `rah harm in art•nrdance splatters and steins trots completed surfaces annd:zed aluminum alloy. Base of pilasters shall have n 3" high trim cove: with ANSI height nnri lorntion stondaards, See plans . sMElY' f1tN1� a. Exterior metal work and mechanical work of polished stainless steel . G. Inflammable Materials exposed to view shall rec:elvu two (2) coats alkyd serol -gloss enamel over prime coat or factory-finish C. Pilasters shall be constructed similarly to partition D Snip RisprnsPr' "•urfnee mounted snob dispenser i,ndatP items panels, except tile\' shall by 1 - 1 '4" finished thickness . Pilasters shall be 1 •fake extraordinary carr to prevent fire Keep rtrhhin{; t ► nn the wall sn +1s to allow the• nnnrr snap to fill ] into sink, !!•: rebs kprplr.{; SP8 rintfiK and oily r.+1:� 1e-• ! irhtic' rin•rd meta) dc,ntnir.P r- nr fastened to floor with concealed fastenings appropriate to the flnor finish. r.iPan- u;• of son{: ie-; n mir,ianur 1'rr i` ;' �c•.:t1nn with (1wr.rr M'r,ll arnuntgd l'.S tPenvP froth building ,fit d)gsr of rarh dory's wt-: k' h t.al� ;u,izect mr•t;,l flar,hinrs shall receive (2) coca' s o! acrylic ennmel over gnlvite primer Hnrrax M, drl tl M,,t r•r i,:i t int Ms i nt rnnndr• k nll,r•rived m,rn„1 a; t u• r•r •v H•�hr !rl;, M. F f r,nr•��•Pr,rk••r, 1� S 4 v.xtra•1nt Cancrrtr• Rlor•k to Point Borax a , First coat Masonry Rlork Filler , ilifted toward . 1 Leave on (1 ) grallnta of each type nnri c•n)nt cif pain! finr:l c•ulnr. nn s i t e where d l t•ec•t Pd Lahr•l part ,,,n tar pto. it i ve i d e n t i f l r a t f o n uppmi sawft(:;miry Rd., t 6a66 sup t"nA,Mac tt6•fr1/6 S 1, sup 9644 41 OF e-1 2 . 3 4 JUN 13 1995 MICROFILMED � . 1 Imo— Ot.Mr 4 M4DE IN CHINA IN _ i 1 � 3 4 08700 10 FINISH HARDWARE SCHEDULE - e) MAgnetic catr.he!b Ives s325A69 magner,tic Provide flr►ish hardware for each door to comply with requirements or Secttr►n1080003 EXECI'TION catches in brawn meIaIJit lacquer . For doars "Finish Hardware" set numbers indicated In Door Schedule and the following without cabinet locker (CRE,) and for active leaf p! schedule of hardware setts: donrs with CRL. Nordw A. install per manufarturer's printed Instructions at lora- tions spe.cifled and indicated on drawings. f) . P4steningu: All cabinet hardware requiring ar•e SPt_No ] Door No 9A) � . wood screws for fastening furnished wl�h COARSEH. Paper towel Dispenser required In each "single water THREAD SCREWS (Sheet !fetal Type "A" ) finish to mbtch 1 1/2 r. Butte closet " toilet room, cabinet hardware. P 5tarrle!y fPRR179 4 1/2" X 4-1/2" NRP x (652) t lever Latrh Schlage 1)25D RHO 2-3/4" x 10-025 x (626) C• crab bars as shown on drawings. g) . Provide all otf►er hardware, r+l,elf standards . e 1 tc. , wherry indicated.Dead Rnit Best 83T7K x STK with blank O/S x (R2r1) D. Toilet. paper holder r•equlred for each water closet. brackets, 1 Closer LCN 4040H CUSH X (689) Fahricatiun: ] . All parts machined for accurate fit and aeaxembied 1 Pe+ephule H.B. Ives 698B x (sz6) SECTION 11220 KITCHEN EQUIPMENT h STAINLESS STEEL with appropriate f stenings and aChesives to result In t••ur. �;r{narr•. Ir•vr•I . �C 1 1 Threshold Pemko 171A x 48" x (628) 11220-01 GE'N'ERAL ;-lumh and rfr•id nulls . 0 + o 2, Job tllm, n�+tuns : Verify dimviiiiioils of all cabinet M g 1 Sweep Pemko 3]5 ('N x 4A" 1 Jnr;it ions In Mit Idinp before !lion Teat fun. PAhrir•nte '`'s '_ C 1 AI I tita►nlP.c: t;tr�,• fahric ;ttrd items :Turf kitchen rqut{, r;�hrnrt�► ;Tree! cuuntertn ,s fur t:r:rthe � . • went acre r,wnpr flitni0it-,I nntl Owopr lrr�tallr•ri with exrpptlon of e)ev, I i, ,=! 1 fit . �, rify dim n I : f d. e 1 Weatherstrip Pemko 303AV X4884 and mechanical connections indicated in those. bectiuns of drawitrKx arra , "er'r's ref wr,rM, ut other tratr(rs l,ui )t tutu cayewor'k . .s. w � o 3 S i t enrers Glynn Johnson6specifications i .4 R. The Owner will 3. Scribe Piece: 3/4" to 1" wide at sides of casework • furnish to the Contractor an equipment lay- units abutting other materials. , to Hardware Set No. 2: (For Doors 1A, IR, 1C, 7A, out plan for coordination of plumbing and electrical connections and physical size of equipment 4 . All "expose.d" vertical exterior surfaces of case-work a 5 Cylinders Best Lock Co.* finished with vertical burfarP high pressure plastic lama- • •Coordinate with aluminum door supplier fornate where not behind doors or, in drawers and with plastic finish and type required. SEC'T'ION 12310 - PREFABRICATED PLASTIC LAMINATE CASEWORK laminate backing sheet elsewhere. All other hardware by aluminum door supplier: 12310-01 GENERAL 5. All of the following surfaces finished with cabinet liner: A. Pravido cabinet work as shown on dra►oin{+s. A) . Interior -exposed Rurf.arrg" . �j� Q Provide "Panic hardware" at lacatinnx shown on r1 Door Schedule. F.xit doors sha]1 he openable b) . All shelves, on top and bottom of shelves. from the. inside without the ahe of a key or any B. Submittals- cl • Sottoms of cases 4 ' -0" or more above [lour. special knowledge or effort . Manually operated it) . "Semi -exposed" portions of casework, except I . Shop drawings: Submit detailed shop drawings, per drawer bottoms back, faces of doorb, underside of edge or surface balls are'prohihited' Part 01200-02 Shop Drawings Submittal Procedures, for base cabinet tops, ane Interior of Cases housing O [] Architect 's approval and correctlons before fabrirattfc'n only drawers. Ii 4 I" d ProvJde Push/Pull handles by "Tice Industries" ,#3.t , of casework. Show materials, dimensions, electrical 1" diameter, 10" renter in center, pull s31 , items, fittings, hardware and other atc•r.PssorJpa and bar s33 brushed chrome finish. Where 6. All of following surfaces finished with backing sheet : panic hardware. locations for wiring runs. Locate sink centerlines for _ W P provided omit Push/Pull handles. guidance to other trades. Show conner.tJons of cases to at) . Bark face of doors. each other and to adjacent work, whether or not al ', b) . Underside of base cabinet tops, >_l_ materials are furn'shvd by factory fabricator. Show joint c) Interior of cases housing only drawers. Hardware Set No. 3: (For Doors IIA A 12A) locations In counter tops and show methods of anchoring to �` cL t,uflding. 7 . Bottoms and Partitions: Flakeboard, 3/4" thick faced L!_1 1 -1/2 Pair Rutts Stanley #FnH179 4 -1/2" x 4/12" x (651 ) with high Impact plastic on exposed edges and plastic LL 2. Rough-1n Drawings: Provide four (4) sets of rough- � n I Lever Latch Schlage D40S RHO 2-3/4" x 10-025 x (625) In drawings promptly atter award or contract for usheet materials noted above. Complete skeleton frames use by under tops in base cabinets . � v.7 mechanical and electrical subcontractors. Ind rate under 1 Closer LCN 1461 x (689) locations of sinks, sink trim, electrical outl,.ts, path 8. Cabinet Ends: Flakpboard, 3/4" thick. Paces as noted !� z for wiring, etc. above. Exposed edges : Black high pressure plastic lapin - Z 1 Kick Plate. Tice industries R3E 10" x 34" x (829) 0 ate. 0 I. Samples: Submit, samples of laminated plastic coon- W U 1 WHIZ Strip H.R. Ives 407 1/2R x (625) t.ertop covering and laminated plastic facing and banking 9. Fixed and Adjustable Shelves - 314" Flakeboard o (j c UJ material for color Selection. Obtain approval before• Facings Cabinet liner both sides. i--1� OfW (Z 3 Silencers Johnson 65 fabrication. � W ��_ 10. flacks: CLv/ Hardware Set Nn. (For Door No. IOA) 12310-02 PRODUCTS a) . Concealed Back: I'rrfini�hid har•d',oard of 1/4" _. thickness. (1 A. Materials: LU A � . 1 -1/2 Pr.Rutts Stanley #FRR179 4-1/2" x 4-1/2" x (651 ) f--- b) . Exposed exterior back: Plywood, 3.14" thick Z 1 Lever Lock Beat 93K7R15D x S3 x (625) . . Vert iC;ll Surface High Pressure Plastic Laminata, .028' fared on exterior with vertical surface high Pres- CD or !,]astir laminate Hurl on intortor with ]Ami- or .035" thick of "Textured" Textollte, "Suede" Formica nate noted above. 1 Kick Plate TJce Industries 836 10" x 34" x (629) or "Velvet" Wilson Art , of one sheen, one manufacture, arid 1 • of any standard wood grain pattern selected by Architect . 11 . Cabirlpt door's ' I Wall Stop H.B. Ives 407 1/2B x (625) same wood grain pattern throughout project . a ) , 3/4" thick doors - high pressure vertical surface 3 Silencers Glynn ,Johnson 65 plastic laminate factory bonded to exterior of mono- W 2. Colored High Pressure Laminate Barkin Sheet : J Backing 'Neutra,) calor, l i t h i r f l alkebo,nrd with cab f opt liner hank i ny sheet on t z z W W Y .035" thick, miitte finish. inside fake. . black high pressure plastlr laminate M ZZ Z r3i Z self vdve•s nn ill ) rdNrs of h f nyed doors . �. 030 O N 'b c Hardware Set No,5: (For nnors 15A dr 158) 3 Cabinet Line;, : Formlr;i C.ahlnet Liner Grade 72, s , _ Q 9.020" think, in one color thrciughnut pro,jert As selected Q ag < of.- _, 0 1-1/2 Pr. Butts Stanley sFRBl79 4-f/2" x 4-1/2" NRP x (6521 12. St.andar'ds: Fl.akeboard or, Plywood, 3/4" thick, high W z c3 c; from fou;• (4) standaird Formicat Cabinet Liner colors. lm{w►rt plastic edges . � �Oo � � � •c •., 1 Lever Lock Best 93K7D15d x S3 x (626) 1 Countertop and Hackspinsh Hielt-Pressure Plastic !.amin- ate: Where noted on drawings by S,ymhnl PC, and in addition, 13. Drawers: Fronts • flakeboard, faired with vert Ica! a) where. no counte.rtnp ,'End/or hat is noted on inti eror surface. plastic laminate, harked with cabinet liner, except 2 Flush holt H.B. lvvs 458 x 12" x (626) , file drawer fronts of plywood. Self edges, top And sides, elevation~ , countertops .end hatckspu.shes 1/16" thick M "Textured" Textolite, "Suede" Formica, or "Velvet " Wilson black nigh pressure pinstic laminate. Fronts 3/4" thick. I Threshold Pemko 1718 x 72" ; Wilson Art . Color- 1n any one room will be same. Color as Sides and backs plywood, 1/2" thick. faced both sides with W 1 Sweep PPmko 315CN x 36'. selected from standard patterns or solid colors of one- cabinet liner. Sides and back edges with high impart manufact tire. plastic, black color . Sides dove-toile] Into frr,nt . I WP.atherstrlp Pemko 303AV x 7284 backs tenoned Into sides. Rott.om prrfiniahed hardboard, houses into front sides and back , glued and stapled , Silencers Glynn Johnson 64 ��• Plywood: Interior Grade R-B or better, Donglais Fit., Inside. lip of drawer fronts flttpd with silencers All 3 per P.X. 1-66, 3/4" thick,. unless otherwise shown, ltlgh drawers mounted on specifie,i roller guides . density overlaid where used for base cabinet tops. Hardware Set . No. 6. (For Doors BA h BR) 1.1 . Countertops : High pressure plastic laminate, counter- - _ 6. Flakeboard: Density: 45 Ills. per cubic toot . top material , with matching exposed edges factory bonded to Moisture content : 8% or less maximum wsirp In 48 u n 004" overlaid plywood. Provide continuous tops for counter typef -1/2 Ill.. Butts Stanley sFRR179 4-1/2" x 4-1/2" x (651 ) u per foot. . cabinets fixed fon a line . � Lnr.kse.t Schlage 11170 x (625) Provide backsplAshes where shown and in addition. provide 7. Preffnished Ilardboard: P11 :nented factory prefinish_ end splashes where backsplashes are Shown. .. Q ed wood fiber hardboard, 1/4" thick. Oil Impregnated t 1 set Magnetic ed o W� � resist moisture absorption. F,L Catrhpx 12310-03 EXECUTION8. High Impact Vinyl Plastic Edges: Extruded barbed Silencer Glynn Johnson 66 tre. shape, size t.o suit material thickness, Else for A. !n,,Iollation:edges on shelves, partitions, behind doors, and drawer•oodles, black color. 1 44 Worknan factory trained journeyman, authorized by � manufacturer.9. Hardware and Miscellaneous: 2. Set casework accurately In place, level , scribe and A) . Hinges: Typical on casework, National Lork, 2 secure to floor or walls . Provide connecting and at- x 3-5/8" or 2-1/2" x 3-5/8" No 58-211 or 58-180- tachinr devices, closures and trim members requires. ENM- 302, black. On swinging doors: Chicago 60.57M RB, bronze, w/F-10 finish. 3. Cut all holes in cabinets and tops to receive elec- 1�7n�i T NO, trical and mechanical outlets, trim and sinks. Make r.ut -- b) . Pulls for doors and drswprs: National Lock outs with rounded corners to prevent laminate cricking. No . 61-821 , black color . 4 . Scribe tops, backsplashes and end splashes to m(Ijoin• r) . kollrr guides for ctralwprs; Ing vprttcai! surfar.es . L �M dUP 9a-0225. � 1 ) . Typical drawers: Grant No. 336 or- Knapp A Vogt No 1300. 4• ,'Adjustin1'. Adjust moving p,irts to operate perfectly 2) . Shallow drawers: (it-tint No. 30f,. C . Cleanlnt' Leave surfaces clean rind free from defects . Upper 8(,.n..Ferry Rd, 15650 d) . Adjustable shelf clips: Knapp 4 Vogt . 346. See Spc•tton 01.10 Cleaning Up and Custodial Sprvicr,le for clenii- t- MEC 950178 y, Ing called for . OUP 95.0263 1,OF 71 2 3 c c JUN 13 1995 MICROFILMED ) ilii ) i i � ilr j ) til ( ) ( hili i I � II1 � 1 I III , j � lll � l � I FM_ GL4MADE tN CHINA IN � 1 1 1•� ,I N A T E S__.T H IS -S H E E T 0 - � GAS INTER WITH 2 L8 DELIVERY PRESSURE, PROTIDE MAIN SHUT-OFFL] I �� 9 VALVE, UNION, DIRT LEG WITH CLEAN OUT CAP, AND PAINT EXPOSED _.pJ 0 PRU PIPING. COORDINATE WITH SERVING UTILITY PRIOR TO ANY ROUGH-IN, f c�t3 520. 1 CFH TOTAL BUILDING LOAD. ( L aJ �*G1tt. *. LOCATE F02 TIGHT TO FREEZER WITH FUNNEL PARALLEL TO FREEZER WALL . PROVIDE CONDENSATE DRAIN, RAYCHEM XL TRACE TYPE "A" (3XL) 15 AMP NEAT •qh / TRACE SYSTEM AND PIPE INSULATION. ROUTE DRAIN TO OVER FD2 AS REQUIRED. I 13, I 3 LOCATE FD2 TIGHT TO REFRIGERATOR WITH FUNNEL PARALLEL TO REFRIGERATOR I WALL. PROVIDE CONDENSATE DRAIN AND PIPE INSULATION. ROUTE DRAIN TO r r r w r r r r w w r w r r r r w w I r OVER FD2 AS REQUIRED. ---- _ _ __ __.______—__._ _._ , -----------------___._ I HB 4 'LOOK SINY, FOR 2 CLWPARTMENTS OF 3 COMPARTMENT SINK AND FOR � \ I TRAYWaSiIiF.R. ROUTE DRAINS TO OVER FLOOR SINK AS REQUIRED. � ' 4..W. 3rrW I -_ - a _— _DS st Q MI 4 �. 5 LOOK SINK F„Fi lSLhPiD, ITc AND INSULATE DRAINS TO OVER FLOUR � I _ DRIVE-UP —� Z0 j 1 ST I _\ —_.. I w SINK AS REQUIRED. ' _ ' -_�- 6 r, � L_ rte; DS PRI 10 FD2 2 - _ i 3/4"CV1� BP2 M2��9 I � , W a 16 FLOOR SINK FGr� SNAKE/SOFT SERVE MACHINE AND SODA COUNTER. � � — �T e — _ � g _ I r + 3 OpN +� ROUTE DRAINS FROM APPROPRIATE EQUIPMENT TO OVER FLOOR SINK AS REQUIRED. ( z4 V FLOOR SINK FOR SELF SERVE AREA, ROUTE DRAINS FROM APPROPRIATE _ I 6.J Z o ( - -- -- - WALK—IN >� f.QU I PMENT TO CJE"n i;.00P SINK AS REQUIRED, _ -� \ FREEZER " ! _ _ Z _ —+— I 1 /2 CW C� z 8 ROUTE 3/4` CW DOWN IPI WALL. PROVIDE SHUT HALL M2 SI I 1 �_ V� F 1 cw �. — VALVES AND MAKE I/'2` CN CONNECTION TO SODA �- �_ i - FS2 8 4 ( ��1' I ago SODA DISPENSER(S) AND OTHER APPROPRIATE EQUIPMENT r �' w w w o w "'* w �� M2 l - I 1 �\\ �; i ; ' �, I �,G I �� I WCO -- g TYP . IN SELF SERVE AREA. TEE 1/2- :,'W THROUGH WALL AT I 3"W j I . '� � 1,' '� >> �� FSI 7 I , PENETRATION FOR SODA LINES, MAKE 1/2' CW CONNECTIONS I I 2 VTR _ M2 II ''CC GTI I I 2 »W r� / UJ� TO SODA DISPENSER AND OTHER APPROPRIATE EQUIPMENT AT SODA COUNTER, RGUTE AND SUPPORT PIPING TIGHT TO I I ' II 11 CW I- ,I � �rwwwwwww � � � rw I WALL IN CABINET SPACES, AS REQUIRED. � c� � ,; •� 9 BP2 WHEN REQUIRED BY GOVERNING AUTHORITIES, MOUNT IN I I 3/4 I�Hyl/HWRI t -- - — �V C-:- FSI © O CABINET SPACE TIGHT TO WALL WITH EASY ACCESSIBILITY. } 2 "V I 1 I I 1 /2"V i FD2. 3 I __ I ROUTE CATCH PAN DRAIN TO OVER NEARBY FLOOR SINK, I AS REQUIRED. I FD�' ` _ o . - G W ALK I N 10 PR I / _ 1� PROVIDE DE SHUT--0FF BALL VALVE AND ROUTE 3/4 HW FROM M2 3 4 G I 5 F5 I I; L� 19 . REFRIGERATOR ,_ �, C �- iPRI TO UNDERCOUNT`-4 TRAY WASHER AS REQUIRED, YP 5 1 I I I PREP ' I i I l WPI ( / I I NOT USED, M2 I I CPI I I I uJ 12 BPI WHEN REQUIRED BY GOVERNING AUTHORITIES, MOUNT HIGH - ST, RAG� I ? ' I z AND TIGHT TO WALL WITH FUNNEL DRAIN TIGHT TO WALL AND I KITCHEN ( I In M ' _ j � I SALES WAITING Ij DINING �� C) DOWN TO OVER FD2. PROVIDEE CW SERVICE SHUT-OFF VALVE '� I- AT THIS LOCATION WHEN BPI IS NOT REU I RED/INSTALLED, I I 1 / '�CW l i 1 i3J 3/4"G 2 m LLJ Z ' FDI I � ' 1 13 PROVIDE SHUT-OFF BALL VALVEANDI/2" CW CONNECTION TO I HF�W i� MI II I Q l WATER FILTER FOR ICE MACHINE , TEE FROM FILTER TO EACH 5/4 ' WF Cr OF TWO ICE MAKING HEADS AS RE UIR- ( 2 ' V I I ' LI 2 L2 � ! W � tJ ED. PROVIDE SHUT-OFF I � 1 � M2 n (� � 14 FD2 WOMEN -. - G -- -- i BALD VALVES FOR EACH ICE MAKING HEAD. I I ______ G ' W 14 FLOOR DRAIN FOR ICE MACHINE AND BINS. � I > � / " �-� � � - = I— � (3 --- -I I , 2 V l ' o • , 15 PLUMBING CONNECTIONS FOR WASHER PORTION OF I �" ! � I I 2 „C..l aFF I i �_ W _ ►BASHER/DRYER COMBINATION. CONNECT AS REQUIRED, , 2 "CW � - - II 16 FOR FREEZE PROTECTION OF HB2 ON ROOF: PROVIDE SHUT - OFF AND DSA'1N DOWN VALVES AND 3 '4" CW L I NE UP AND L --- -- -- 2 CW i 5 AWI L. _ _ _— -- V Ln OVER TO HB2 ON ROOF . SLOPE CW PIPE TO HB2 AT 1/8" PER _ �- — zl ' FOOT MINIMUM TO ALLOW DRA I"I DOWN. DRAIN DOWN TO OVER MSI , I MSI ,2 "V ,- WC� _� n l COORDINATE MOUNTING LOCATION OF 'ALVES WITH OWNER. 1 /2 " I ' 4 W i „� -=_= -v7 l v) I i-- � III ; j l I 17 GAS OF TO ACI , 270 MBH INPUT, VERIFY EXACT LOCAT ON PRIOR TO ANY I I 3/4"FiW MEN �` 2 I 4"W ROUGH-IN. i v 4 „ T.R -- RDI RDI I „CW 18 GAS UP TO AC2, 175 MBH INPUT, VERIFY EXACT LOCATION PRIOR TO ANY WC I 1 ill ROUGH-IN. I - 19 Ct�ORD l NATE MOUNTING LbCAT I ON OF C I P, P _ I - ----- - -- _ Z L UMP I N - � � 3"W. i i 4" 9 z 0 CE I L I NG SPACE AND TIME I �_-__ __-__-___.______-___..___ -__ I z z o l ) —_ ---- ---- - _.__ W I _ O 2 � U O 2 CLOCK WITH OWNER, PROVIDE ALL NECESSARY COMPONENTS FOR TIME CLOCKcr _ - _--= --_- - � - _ < OPERATION OF CP! , CONNECT COMPLETE AS REUIRED, PROGRAM FOR HOURS OF 4° 21 DS CQ � LI 2 DS N I , n z W U < O w V RESTAURANT OPERATION. I � � i M2 _ < u- 20 FROM DOWNSPOUT EXTEND STORM PIPING TO 5 FEET BEYOND BUILDING LINE. \_ - - < J � m AV' O U. XNSEE CIVIL/SITE DRAWINGS. ICE I1 21 4' RAIN DRAIN FROM �D! TO COWNSPOUT, 3" GUTTER DRAIN DROM GUTTER OUTLET TO DOWNSPOUT, CONNECT AS REQUIRED, SEE ARCHITECTURAL DRAWINGS. . 22 3" GU(TER DRAIN FRO#; GUTTER OUTLET TO DOWNSPOUT, CONNECT AS REQUIRED. ON „ m SEE ARCHITECTURAL DRAWINGS. 1 M2 BPI 4 3 I N FLOOR UNDERNEATH OOF HB2 M2 16 0 N 3 „ ' i Y 23 FDI LOO L. I .I . CONNECT FDI VENT TO L ! VENT ��;; AS REQUIRED , CPR2 uu I C� i �- ST DS DS _ �od.-S -� ` I 0 24 ROUTE CW R I SER UP I NTER I OR ;ORNER OF BU I LD I NG . 0 4 8 1 PLUMB I I �1 G FLOOR P L A NI i ITm 25 AREA DRAIN ' N TRASH AREA . VERIFY EXACT LOCATION WITH - -- - - — �� I I CJ -j � O ::D ARCH I TECTURAL DRAWINGS . ROUTE TO STORM DRAIN SYSTEM- 1 /411= 100”_ — M � C�- L _._ � _ . _�- -� 1_ J ~ OJ _ NOT BY MECHAN i CAL . �' '� r -- - —1 Cl- I SCALE IN FEET —' PIPING LEGEND — PLUMBING � I L— � _-- - __—_..______. ---------------.-_—.---. .__._ .----- PRESSURE REDUCING STATION (PRS) li.; La SANITARY T AR P WASTE BELOW UR AD F W - VENT TO w � � ATMOSPHERE W 1— VENT V - - --- V ------------- M Q GAS PIPE TO--- _ __- SEALANT VENT BELOW GRADE J -- - V _____ 1 1 UNIT. STACK FLASHING FITTING I + GENLPf L NOTES -- COLD WATER CW ------ - --------- w _ couNrR FLASHING JOSAM 2s44o SERIESCONN. COLD WATER BELOW GRADE CW ---- f I VERIFY EXACT LOCATION AND CONNECTION BY ROOFER �` w; THREADED CONN. HOT WATER HW REQUIREMENTS OF Ki 1 CHEN LOU I PMENT ROOF � �`' '� - VENT STACK FLASHING AND FIXTURES WITH KITCHEN EQUIPMENT- �� I ''' COLLAR. 10; 29 am INDIRECT DRAIN ID -- ID -- — PLOT DATE: 07/1 3j 94 GAS G ____ r, _- -_ SHEET NO , SUPPLIER PRIOR TO ROUGH-IN . __.. _ _ _._. - _--__ _ .__ This document is a copy of the RA I LAURA I N (ABOVE GRADE ) RD - - RD - I 2 I fJSTAI._L S . S , OR CHROME ESCUTCHEON _ _ ° ° the inal original documer,t. The ori 9 9' STORM DRAIN �? - - — _ ST i PLATES FOR ALL WATER LINE PENETRATIONS — document is on tile, at &"ipio In, GUTTER DRAIN GD — - GD -- I TO EQUIPMENT AND FIXTURES INCLUDING ` ' 1 �/] CONCRETE SEWER PIPE CSP ROOF "DRAWINGS. SEE BRACING AS REQUIRED -4 ��• CAST IRON C I COUNTER TOP; AND BACK SPLASHES , ARCH. DRAWINGS. FOR PIPE SUPPORT. �� --__ _�__ 3 SEE CIVIL/SITE DRAWINGS FOR PLUMBING 4120 SE INTERNATIONAL WAY CLEAN OUT TO GRADE CO _GA� PIPE THRU ROOF SUITE A21J YII-WAuSU OR 9722zL11WAL_ CLEAN OUT WCG CONTINUATION S FEET BEYOND BU I LD I Nr ---- �- - (5C 3 ) 652--9654 il NO SCALE GASPTR 1/4 VERF`OW ROOF DRAIN ORD LINE , i y I PROJ./ 9422 Upper eoones Ferry Rd, 15550 BLIP 9d-0225,MEC 95-0179 BLIP 95.0263 43 OF 71 .l U N 1 (IT) MICROFTMED i , lll , ) Illll I , III 11 � 111I1 I , tll I I , III , I I , I � f 11111111111 11111111 I illII III Jill — ol.ABs 4MADE IN CHINA IN 1 1 1 I BALANC! _ __�._ COCKS CHECK VALVE GAS PLUMBING CONNECTION SCHEDULE, TYP VENT �-�-,*------FAUCETS P SLE COVER -� SYMBOL F 0 TIME IXTURE I w V • ICW 140 F REMARKS f t rkUf WC 1 + ( WATER CLOSET 4 2 112 - — _ ---- --__--- ! I N -- --_ - _. - --- 1 \��-- — FLUSH VALVE, FLOOR MOUNT, t `► . R � �'�- i--- - - STOPS I AMER I CAN STANDARD CADET / 17" H EL 1 .6/FV #3043. 102, a' ' SEAT, I ;�, �'�► cr►, L I #_ LAVATORY fir- --- }-- -� �r CONCRETE 2 I I/2 I/2 I/2 COUNTER MOUNT, AMERICAN STANDARD � SUPPLY = � PAVING RONDALYN #0491 .019. WJEN /8425 �- L (CPI}- z.zr_ - STRAINER AANL0.5 AGPMTROSETTAR I D SINGLE WITH ' HW CIRC PUMP UNION, TYP-- ,�— AERATOR . SEE DETAIL 2/M2 FOR __11�7 _ ADDITIONAL EQUIPMENT. PROVIDE BALL VALVE, TYP, r , -- THERMOMETER NO-, �I I ,/ —I I h- I I BUCKAROOS TRAP GUARD (HANDICAP a o =� (=I I 1 PROTECTION) KIT. y -j PRESSURE AND TEMPERATURE I I '�`� .'L. ;j Z CODE RELIEF VALVE I WATER SEE PLAN FOR SIZE \:`may_ CLEANOUT - I —III' L2. LAVA I UH I 2 1 1/2 1/2 1/2 AMERICAN STANDARD LUCERNE C,J �+ � ADJUST TEMP. (MAX. 110 DEG.) BOX �- CAST IRON PIPE #0355.012 WALL HUNG WITH Q� _ a I HEATE,@ GAS COCK N/ THESE BALANCING VALVES ,� 3 PIPE RELIEF VALVE FULL------� I � _._ It -= I FURNISHED WITH I I CONCEALED ARMS, MOEN #8425 9� i I CLEANOUT BOX SINGLE HANDLE FAUCET WITH GRID SIZE TO OVER FLOOR �- PRESSURE REG. VALVE PRECISION PLUMBING CLEANOUT l� -_ STRAINER AND 2 .0 MAX GPM AERATOR (� > DRAM:. "UPPORT FIFE I �- 10 Sr[,. PRESS. VENT PRODUCTS INC. PLUG INDEPENDENTLY OF I I PROVIDE TWO A / I I I ( DDITIIONAL) LEG �- o RELIEF VALVE I ✓ TO OUTSIDE TEMPERA VALVE I I �----- -- CAST IRON PIPE � SUPPORTS cREQUIRED - I � / DRIP LEG, FULL SIZE RT A.� FOR z I �I WITH C.O. CAP ADDITIONAL SUPPORT-SUBMIT � > i I DETAILED SHOP DRAWING. "�' ---�-�-- HOSE BIBS DRAIN �� ,.� S I 3--COMPARTMENT I D -- � CONNECTION DRIVEWAY OR SIDEWALK G�EANOUT � SINK (�/2A ) (?/2A ) 1 'MECHASINK NIICCAL , MECHANICAL BY � FLOOR $Ilf I \ - STOPS FOR M2 NO SCALE --"-" CONTRACTOR TO 1NSTALI_ � SERVICING �� DROSCG 1 4 I ^..OMPLETE . COORDINATE WITH FOR WATER HEATER INSTALLED ABOVE A FINISHED FLOOR SPACE, PROVIDE DE APPROVED VALVE KITCHEN SUPPLIER , ' I 3 4 CHICAGO WATERTIGHT DRAIN PAN, RUNUN DRAIN PIPE MSI MOP SINK 3 I 112 3/4 FIAT MODEL MSB-2424 I / I 2 TO OVER FLOOR DRAIN H W C W f #897 FAUCET WITH VACUUM M2 -' BALL VALVE, TYP. I BREAK,ER, WAIL L BRACE, PAILI WATER HEATER DETAI LMi XING VALVE BACKFLOW DREVENTER 4w HOSE THREAD.NO SCALE VALVE ASS_MBLY HOOKAND 3� 2 � SCALE MIXVA -E-1!-8HANGER. r NO I PROVIDE & INSTALL MOP HANGER. I WHI GAS WATER I - L1J �i — I — — STATE 510E#PRV-75-NRRT-F , ! PARAPET HEATER 75 GAL CAPACITY, 75. 1 MBH 1 FLANGE VENT TO OUTSIDE ' I NPUT. 76 GPH RECOVERY AT (f-) 1 NOT REQUIRED BY ALL PRV ._..__s_ - _ - � �.�--__ _Y__ BLOCKING WITH ^ I i� VERIFY WITH PRV 90 F TEMP RISE. SET FOR 140 F. ( W �� PIPE RESTRAINT ,AS - SEE PLANS C I c I 'SUPPLY� �� GAS PRESSURE REGULATOR VALVE C GAP l SEF_ PLANS CPI CIRC, PUMP — — -- — BELL & GOSSETT MODEL LR-20BF Ln 2 PSI I % (PRV) FROM 2 PSI TO 7" W.C. FOR SIZE o - 1 - _ ______._L._ AOR SIZE (HOT WATER) BRONZE CONSTRUCTION. —1____ + _ 5 GPM 0 ROOF I i � NOT REQUIRED AT ALL LOCATIONS ===�==X[_ -_ _-_ - ____--'--� 4�- I" I i @ 10 FT HEAD. i/20 HP, IIS m w Z _ GAS - - j VERIFY WITH EQUIPMEIJT _ -� 12 MIN. FLOOR I VOLT. PARAGON EC 7000-120 Q p CEILING HF12 CW SUPPLY VALVE VALVE > 11 \ 1 / —_-----_ -- j \ _ -----------.__L.___.__1_ I 7 DAY PROGRAMMABL TIMEQ3 � F— W SPACE \ DRAIN CLOCK, 120 VOLT . LL1C� � SIZE \\ UNNEL GTI GREASE 3 1 1/2 - - JR SMITH #8225 WITH EXTENSION t1 Lai \ TRAP I RINGS AS REQUIRED. 25 GPM, 50LB. CW, SEE DWG. GAS FIRED HA2 DRAIN DOWN' L___ _________ _________ STORAGE , PROVIDE LOCKABLE OR FOR SIZE VALVE FOR FREEZE L__ EQUIPMENT ---SUPPORT INDIRECT DRAIN PIPE AS REQUIRED, I i PROTECTION f I--- ROUTE TO OVER DRAIN, SEE FLOOR PLAN. - TAMPER PROOF COVER. I < _ _ _ FDI FLOOR DRAIN 2 1 1/2 PRIME JR SMITH 2005-A ROUND TOP (f� c` ' I:= ; /////////1 HW, CW !N WAL I WHERE APPROPRIATE (LIMITED SPACE) DEVICE CW PSI/ZE�VD GAP SDRZEN I FD2 FLOOR DRAIN 2 1 1/2 PRIME — JR SMITH 2005-A WITH JR SMITH A 16 go , GALVANIZED CATCH PAN WITH INCHES INCHES INCHES I I 3590 FUNNEL . MSI FAUCET_`J T- I DRAIN LINE (SEE DASHED) MAY 8E 3/4 - 1 1/4 2 1 1 Ln Z 1 i i I ND I RECT `- UNION, TYP. _ 1 1 1/2, 2 2 3/4 1 I FD3 FLOOR DRAIN 3 1 12 PRIME — SAME AS FD2 0 SUBSTITUTED FOR THF FUNNEL 2 1/2 - 10 5 3/4 / , DRAIN I / 2 ----J f MS DIRT LEG FSI FLOOR SINK 2 1 1/2 PRIME — JR SMITH FIG 3100, 3/4 GRATE, V) wires CLEAN 6 REDUCED PRESSURE BACKFLOW PREVENTER DOMESIZE ESTRAINERIN MEL INTERIOR, LLj � REQUIRED OUT CAP AIR GAP --- -. -- - -- --- f M2 NO SCALE REDPRES3 1/8 FS2 FLOOR SINK ( — � 3 2 PRIME JR SMITE FIG 3160, 3/4 GRATE, ** WHEN REQUIRED BY GOVERNING AUTHORITIES ** I PORCELAIN ENAMEL INTERIOR, ( o - o W J DOME STRAINER = - _ p� J z < z < f L 4 HOSE BIBB ROOF 5 TYPICAL GAS CONNECTION a - o - - �� — =— — ADI AREA DRAIN 4 1 — -- — JR SMITH 2142 vvi L W w U M MZ NO SCALE- ROOFHB 1/4 M--� NO SCALE GASCON3 1/4- I N Z 0o N q I RDI ROOF DRAIN — — — — JR SMITH #1010, SEE PLANS w ` Z N _ I I INDIRECT WASTE I I FOR SIZE > ac o I�..- FROM SINKS _ INDIRECT WASTE%CONDENSATE i HBI HOSE 3 I BB VENT VENT I I REMOVABLE �''` - - 3/4 - I JR SMITH FIG 5610 WITH VACUUM ALL IN IN WWALL I \ FROM EQUIPMENT . T T , I I CRATE `� i I I BREAKER AND REMOVABLE � I ACCESSIBLE T I CUT PIPE AT 45' I T HANDLE. NON-FREEZE TYPE. M 3 CONFAB 1MENT ,INK I % FLOW CONTROL I FLOOR - i REQUIRED HB2 I HOSE BIBB3/4 — I CHICAGO #998 OUTSIDE SILL z �[ I I AIR GAP FLOOR -- / - REQUIRED VENT OVER TO \ f (ROOF) FAUCET, ��`----� d WALL AND UP AW I i WASHING NG I I _ o I ' 2 2 /2 1/2 GUY GREY #F8B 20OTS TOP o 1 I I MACH I NE CONN SUPPLY I GREASE TRAP W/ - - - 1 EXTENSION RINGS I L 1 `J I BPI BACK F[OW I - I ONLY WHEN REQUIRED BY GOVERNING F- co I AS REQUIRED Y PREVENTER I AUTHORITIES. SEE PLANS FOR SIZE. I FLOOR -�S2 FS1 BP2 BACKFLOW — — — — SAME AS BPI � �i •• I I C.0. PRE VENTER I W Q_ H —" SET Q FLOOR SINK FLOOR SINKS PRI PRESSURE� — - - 34 . - ! REDUCING DELI VERY PRESSURE TO 20 PSI G II-Mv NO SCALE FLSINK2 1/4 VALVE I L. - -- -- - PR2 PRESSURE — — — — OIL WHEN CW SERVICE 10_38 am - 1 I REDUCING PRESSURE IS ABOVE 80 PSIG, _�PLOT DATE:07/13/94 13/94 VALVE I— _. I SET DELIVERY PRESSURE TO 60 , SHEET NO . This document is a copy of the PSIG. SEE PLANS FOR SIZE, . I the original document. The original 1 Y� 3 COMPARTMENT SINK WHEN GREASE TRAP document is on file at AccipiQjn�, - - -- SHOWN ON PLAN 1D INDIRECT DRAIN 7- NO SCALE 7 ! * VENT l F` 0 3COMPART � _ IN_S TO BE OM11-TED ON FLOOR SINKS AND FLOOR DRAINS WITHIN APPROPRIATE DISTANCE 4120 SE INTERNATIONAL WAY I FROM A VENTED WSTI LINE AS PERMITTED BY STATE OF OREGON PLUMBING SPECIALTY CODE SUITE A213 PORTLAND, OR 97222 AMENDMENTS TC THE UA I FORM PLUMBING CGDE AND LOCAL AUTHORITIES, (503 ) F52-9654 pper800nee Ferry Rd1565() PROS # 9422 i ** TO MEET ADA HANDICAP REQUIREMENTS , BUP 94.0P25, MEC 95-9 f 7g 6UP 95-0263 44 OF 71 JUN 13 1995 MICROFILMED 1111111 1 � 1I1 I � Illil 11111111 VIII I VIII 1111 ( f ( VIII 1111111 I IIIll11 I Ilio Ifll ► fl � 1 > - � I MA62E IN CHM!A I i EQUIPMENT LIST 01 , ACI, DINING: ROOF TOP GAS HEATING/ELECTRIC COOLING UNIT - ` 1z) NOTE : ` L1- �, �,♦Gi N+r�, f FAN; 4250 CFM AT 0.5 INCHES WC EXTERNAL STATIC PRESSURE. 3 HP FAN MOTOR. APPROXIMATELY 780 COORU I NATE EXACT LOCATION OF CEILING INLETS AND OUTLETS , RPM. MINIMUM OUTSIDE AIR DURING OCCUPIED 3 N fF HEF I '� I �J, WITH- REFLECTED CEILING PLAN SETTING OF PROGRAMMABLE THERMOSTAT, 2360 CFM. - CS1 10"� COOLING; 124.3 MBH TOTAL COOLING, 92 MESH SENSIBLE AT 80 '- - -L-P: __ _--- - -_-._---- ---- CS 1 10"� 200--4 DEGREE F EADB, 67 DEGREE F EAWB, AND 95 DEGREE 200_4 �- z F AMBIENT. o HEATING; STAGE 2. INPUT 270 MBH AND OUTPUT 216 MBH. � ------ 2 0 0 _ 2 0 0 __._._.�_ •� 0 _ CS1 15"1� ��-0 FILTERS; TWO INCH DISPOSABLE TYPE WITH MINIMUM 2.43 ! - DRIVE-UF I I � - 300 4 J � DARE FEET. -� I 4 ELECTRIC; MINIMUM CIRCUIT AMPS OF 55,0 AT 208 VOLT THREE - 3?_5 PHASE. �_ __- -------- 1 I �--- 300 T 10 -18x ( I I x6 i una WEIGHT; 1200 POUNDS STATIC. _ ---- 3 HEF \\` r/ I I - I p 1 MANUFACT; LENNOX GCS16-1353, CARRIER, DAY & NIGHT, M4 ROOF 2 - I I - - -- -� TRANE EQUIVALENT. - - 24 J i CS1 -10"o --_-__ _ -- 600 3 I ?_x ' TYPICAL - 4 _ - U5A 150-2 CS1 15 0 \M4 AC2 FOOD PREP: ROOF TOP GAS HEAT ING,/ELECTRIC COOLING - 20 x 6 I I 18 x I 0 BASE TYP. OF 2 150 ! 5U 0-2 i - 17 5 I E3 I D . 2 4 x 1 0 nN UNIT C7 6�, - -- 2 T ALT . #3 i r r I i i i 8 ----- 1 0 i ''' \ SEE M I A FAN; 2600 CFM AT 0.5 INCHES WC EXTERNAL STATIC M4 - �, 1 1 175- PRESSURE. 2 HP FAN MOTOR. APPROXIMATELY 785 - ---- ' � 1 p - 1 x _. ---1� C� 1NIM& OUTSIDE AIR DURING OCCUPIED o RPM. M I 600 �1 II _ �� I I 1 I /-_ ry SETTING OF PROGRAMMABLE THERMOSTAT, 1450 CFM. I I 18x6 1 I � I I it 1 L� _ -•-- - ( 18x � f= �,/ � _-_ -_ �„ jl °' l 11 �I if 91.2 MBH TOTAL COOLING, 63.8 MBH SENSIBLE AT ! --- - I �` N CS1 1J 0I I I I I + ! 80 DEGREE F EADB, 67 DEGREE F 'AWB, AND 95 7 �- 7 ` i 500 I I � / e114 l 380 ; 380 � 1 I 38UDEGREE F AMBIENT. M 4 M4 - r __ _ _ _ _ _ Jr ( x I }! � I , --- - -�_ ---- - H E h � ON ROOF W _ - - 6 _ 1 I I I I I CD Ln 0 4 I -- I f I t 11 I l ! O HEATING; STAGE 2: INPUT 175 MBH AND IJTPUT 1 2 MBH, CR1 -22X22 I 30x 1 0 20x I _ _ _ _ I , _ 1 I FILTERS; ONE INCH DISPOSABLE TYPE WITH MINIMUM 2.43 I _TYP O 3 - 1 -- �I _ - 600 I ------ SQUARE FEET. -- 1 - \ AC 2 CS2-18X1 J, 5 5 S 30x 1 0 __ I 1 � � CD W w CID l 0x12 RA ? M4 600-3 - _ _ / ELECTRIC; MINIMUM CIRCUIT ACL MPS OF 45.0 AT 208 VOLT THREE J , �� I (S7_ TYP OF 3 I __PHASE. -.-__ �I I I 18 x 6 F- � _ - i f AC � � 0 WEIGHT; 950 POUNDS STATIC. -- - --- ROOF 1 4/. l J 1 M4 0 c I i �� 0 -, - � I Q, 1 8 x 6 ---� I 5 „ I { I i - � MANUFACT; LENNOX GCS16-953 CARRIER, DAY & NIGHT, I �, - 1 �� I � f--- TRANE EQUIVALENT. , 150 10x4 -, / _ ' F T EXHAUST FAN 150 CFM AT 1 4 'b 380 REF',, TOILET RMS; ROOF MOUNTED E / 10x4- I �+/ I I _ I Z 11JCH WC TOTAL STATIC PRESSURE. DIRECT DRIVE, , _ 0 #_ -� /ti ,CS 1 15" I I 3 2 5 PROVIDE WITH SPEED CONTROL, 1/10 HP (100 i - ( 3 - --� 380-4 1 1 ' '' 'LOREN COOK 90L.0 l OD 1--- ' WATTS) AT 1 �0 VOLT. I > GREENHECK, CARNES, PACE, ACME, PENN 0 - _ TYP OF 4 EQUIVALENT. ��=-- - 2 50 _ 6„-- � ---------- - 3 8 0 _ I _ HEF1 AND 2 I _ - __._---- -------_325- _-_._ - x GRIDDLE HOOD; ROOF MOUNTED KITCHEN (GREASE HOOD) APPROVED _ -- -_ -__ _ - I " N ' TYPE EXHAUST FAN. BELT DRIVEN. 1050 CFM AT I _ � --- ---=_- ------- - ----_ __ - t _- _____ _ -- - - _ �= __�� - ✓ -C z 1.0 INCH TOTAL STATIC PRESSURE, 1 3 HP FAN I , CE1 6 0 CS1 15"0 I ti a W MOTOR AT 120 VOLT SINGLE PHASE. APPROXIMATELY 75 / 325-4 I '' ( _ 1625 RPM, LOREN COOK VCR SERIES 120V4B, - -- n250-3 1 12 0 �' � LA. GREENHECK, CARNES, PACE, ACME, PENN 9 CS 1 6"4t TYP. OF 2 TYP OF 4 �! ; j �( = 1J EQUIVALENT. T � (\ 1 00 � � r- y 0 I � HEF3 TYP OF 3 FRYER HOODS ROOF MOUNTED KITCHEN (',RFASE HOOD) APPROVED TYPE EXHAUST FAN. BELT DRIVEN. 1200 CFM AT 0 4 8 HVAC LEGEND z Z v 1 .0 INCH TOTAL STATIC PRESSURE. 113 HP FAN I ----- 3 MOTOR AT 120 VOLT SINGLE PHASE. APPROXIMATELY H VAC F- 1_.. 0 0 P PLAN 1680 RPM. LOREN COOK VCR SERIES 120 J4B, - -- _ _ � � � SCALE IN FEET � -- ------- - - -- --- ---- -. �� MANUAL VOLUME I O A � GREENHECK, CARNES, PACE, ACME, PENN M,� I /4 "= I ' 0 " -- 1 - ` I DAMPER - CD - EQUIVALENT. NOTES THIS SHEET �� c� � ' -'-j H 1 r____�- -.. _ - - - -------- - - ..----------- -- -- �T TURNING VANES GRILLES REGISTERS AND DIFFUSERS 1 . 16 GA 302 STAINLESS STEEL 8 INCH BY 10 1/2 2 INCH DUB 5. ACI DUCT ROOF PENETRATIONS: I �- -- - -------- --- - CONNECTION TO GRIDDLE HOOD. TRANSITION FROM HOOD SUPPLY AIR; 30 INCH BY 18 INCH RUN BETWEEN ROOF JOIST 8. THREE (3) INCH DIAMETER TYPE "B" G"- VENT UP THROUGH SYM DESCRIPTION KRUEGER REMARKS CONNECTION TO 10 INCH DIAMETER, OFFSET AS REQUIRE, AND CONNECT TO UNIT, INTERNALLY INSULATE ALL ROOF TO APPROVED VENT CAP. COORDINATE WITH PLUMBING - - j w = w NO. ROUTE UP THROUGH ROOF AND CONNECT TO HEF-1 . COORDINATE RECTANGULAR SUPPLY. CONTRACTOR PRIOR TO ROUGH IN. ,ACOUSTICALLY LINED 18 x I 0 + W SHOWN HOOD CONNECTION WITH KITCHEN EQUIPMENT PRIOR TO ROUGH--IN. RE-TURN AIR; 30 INCH BY 24 INCH SPLIT RETURN BETWEEN 1 DUCT _ I 1 ----- -- - -- __ ---- - ROOF JOISTS AS REQUIRED AND CONNECT TO UNIT. 9. PROVIDE DRYER VENT WALL CAF' WITH GRAVITY DAMPER AS l ` + CS; CEILING SUPPLY SERIES ADJUSTABLE VANES, PERFORATED INTERNALLY INSULATE FIRST TEN (10) FEET OF REQUIRED. VERIFI' EXACT SIZE AND LOCATION PRIOR TO FLEXIBLE DUCT, (� �. ,- 2. SAME AS NOTE 3 EXCEPT HEF--2. `- � MAXIMUM 4 FEET 01= REGISTER 6000 FACE, OBD, SEE DRAWING FOR NECK RETURN DUCT IN ALL DIRECTIONS FROM UNIT. ROUGH IN. TYPE AND SIZE. 3. 16 GA 302 STAINLESS STEEL 8 INCH BY 12 INCH DUCT -t - CONNECTION TO FRYER HOOD. TRANSITION FROM HOOD 6. AC2. DUCT ROOF PENETRATIONS: CR1 CEILING RETURN MATCH PERFORATED FACE, SEE DRAWING FOR � iols5 an, EQUIPMENT SYMBOL AC r_-- GRILLE CS1 NECK TYPE AND SIZE. CONNECTION TO 1 1 INCH DIAMETER OFFSET AS REQUIRED SUPPLY AIR; 30 INCH BY 16 INCH RUN BETWEEN ROOF JOIST - - -- - 1 SHEET NO. - - ROUTE UP THROUGH ROOF AND CONNECT TO HEF-3. COORDINATE J AND CONNECT TO UNIT, INTERNALLY INSULATE ALL ptot DATE: o7/t3/94 l SEE EQUIPMENT LIST ` 1 CE1 CEILING EXHAUST MATCH 1 PERFORATED FACE, SEED WING FOR HOOD CONNECTION WITH KITCHEN EQUIPMENT PRIOR TO ROUGH-IN, GRILLE CS 1 NECK TYPE AND SIZE. RECTANGULAR SUPPLY. This document is a copy of the . - _ L__------_--.__1�____ . __-.----- RETURN AIR; 30 INCH BY 16 INCH SPLIT RLTURN BETWEEN the original document. The originall ROOM THERMOSTAT I NOTE: CONTRACTOR TO VERIFY QUANTITIES, AND CEILING, WALL AND 4. 10 INCH BY 10 INCH UP THROUGH TO ROOF AND CONNECT -TO ROOF JOISTS AS REQUIRED AND CONNECT TO UNIT. ;document is on file at F�ccjpio_I�cl, M 3 FLOOR CONSTRUCTION PRIOR TO RELEASE OF GRILLES, REGISTERS REF- 1 . INTERNALLY INSULATE FIRST TEN (10) FEET OF 'A C,G( tom , _ =----MARK N0. I AND DIFFUSERS. RETURN DUCT IN ALL DIRECTIONS FROM UNIT. - INTERNATIONALwAr DIFFUSER SEE r S1� 15"� "NECK SIZE ' 4120 SE - - SUITE A213 SCHEDULE 325-4 THROW DIRECTION 7. PROVIDE TWO (2) 4 INCH BY 3 INCH COMBUSTION AIR DUCTS MILWAUKIE, OR 07222 UP THROUGH ROOF AND CONNECT TO GOOSE NECK. SEE DETAILS ( 50:3 ) 652--9654 ._�-______ AIR CAPACITY, CFM ! Upper Soanee Ferry Rd, 15650 SHEET M4. PROJ./ 0422 SUP 94.0225 MEC 95-0176 SUP 9S"0269 45 OF 71 ti JUN 13 ,(195 MICROFILMED IIIIIII VIII I VIII i I � Illll I � III � VIII i Ilii ( I If ill 1 Iilll f I � III ` I 116111 II f ` IllliV 1 ( - UI.A�I 41 MADE tN CHMIA IN 1 1 • i -- UP THRU ROOF TO ROOF CAP HOOD EXHAUST FAN -'------- ,J ,1 C19 D PRP -- - -- --- - 12" MINIMUM \ GREASE FITTING c.�•" Gt N , -• — ROOF TOP AC UNIT �. i \ I 40 MIN-__ /f . '\ DRIP PAN 18 GA. 2w4 - 3 X 4 DUCT OPENING / �\ ALL AROUND r I I 7 �• \ � �•., .y 13. ,. 14 GA. ICURB � --- 6" ACERS 9�E c �' NOTE: -- ___ ___ EXTENSION `-___ - �' SP 8Y MECH. COVER OPENINGS WITH \ �-.,• •'�.� �. .- 1 -- ------ ------'-•: 1,'4" GALVANIZED SCREENING `� `' . - NOTE : PROVIDE TWO CURB CANT, AND FLSH G 6" AIR NOT BY MECH. SPACE I L- TRAPS PER UNIT EACHI - � S I L: ROOF -- -- \ �. r 4 � - - - -- - 6" SPACER BY MECH. - - SHAFT F- _ __-_ 3 X 4 DUCT IN WALL -'''� > a 16 GA DUCT ---`� to I. �= S.S. SEE PLANS 1• SUPPORT P I P I NG—` r FOR slzE . ac FROM CURB GREASE HOOD 'j' > I -�- -- --- -- PLUG (TYPICAL ) TRANSITION TO ---- r (.� Z ,+-- WALL JHOOD CIPca � Z > o0 -- 1-3" x4" UP �\ TRAP SEAL TO BE - EXTEND 10 OVER - - - - - - 2x TOTAL_ STATIC ROOF (-I i C ^ PRESSURE UJH I 12" MINIMUM 6 MAX . Q FLOOR .f- .-_ ROOF - -- --- - -- --- O SIDE VIEW -- _ GREASE HOOD EXHAUST FAN I� COMBUSTION AIR DETAIL_ M4�NO SCALE-- -- - GREASEH ►/4 - w M4 - CONDENSATE TRAP _ II NO SCALE COMBAIR-1/4 7 NO SCALE— CONDTRAP 1/8_ -_.- ------._ . --------- ------ l �� -�-1- VENT CAP . w --�----- ROUND TOP I n • � `�`' I I I „ � Ln i �RECTANGULAR DUCT, i�� I oMOTOR W SEE PLANS FOR SIZE -\ ( M �-- I - WEATHERPROOF ENCLOSURE Q .. DISCONNFC SWI TC � I— LU f L.J IJ CL DUCT DIAMETER FULL_ ��_ _ I ( U . L & SERVING UTILITY n L iJ SIZE OF NECK MANUAL VOLUME BIRD ;CREEPt ��J_L�1 VENT FiE I GHT I , l7 APF ROVED DOUBLE �'-- ABCVE ROOF I C� DAMPER PER CODE I WALL GAS VENT Z Qf CURB - FLASH S I I �� `d I.— ' 1 1 1 1 { I f- FLASHING CONE COUNTERFLASH I - -- SECURE GRILLE TO MA I NSA I N COD DUCT CLEA---- - — - _ / F;ANCES I I l � (n I v 0 n CURB NOT BY MECHAN I CAL FPOM I I W I I Z , OPPOSED ANCHOR FAN T-BAR CEILING - - - �- I I I I 0 COUNTERFLASH ING 4+ / _ COMBUSTIBLES N DAMPER BLADE BASE TO Cl:RB I ,I ROOF I i /-- ROOF CONSTRUCT ION I f\�\/\ �' _1_..---- —� - l.— � I PITCHED ROOF ! CEILING CONSTRUCTION SEE ARCHITECTURAL. GRAVITY BACK-' - H a PLANS DRAFT DAMPER -- w 4 SEE FLOR - ANC.iCR AND SEAL OFF AND SCHEDULE NS �''- ' ----- INSIDE CURB L�6\\ CLASS " B " CAS VENT _DETAIL FOR TYPE NO SCALE GASVENT2-1/4 rn M4� _ - 2 W / ROUND NECK D I FFUSER CONNECT I_ONL:55 ROOF EXHAUST FAN"4Z _ �M4) DIAGRAMMATIC ONLY ROUNDDIF - - 4 NO SCALE RXF-D 1/4 m ' MECHANICAL UNITU i Ln Y 135 -- 1 1 MIN. I LAG BOLTS WITH WASHER �J d r LAJ � HER EACH SIDE ® 12" O.C. _.l DUTCHMAN WITH SEALANT- I LiJ 74" O.C. BY GENERAL. _j _ CONTRACTOR Q ! ANCHOR ROOF R r GASKET _--- ry - 1/4' SCREEN C ;jNTERFI_ASHING R= W / - I -----_- CURB FURNISHED 'WI TH UNIT _ O CURB \� W 20 GA. GALVANIZED COUNTER-- _IT LTJ � FLASHING BY MECHANICAL ; - I /2" LAG BOLTS WITH Q CURB AND FLASHING CONTRACTORn ROOF / ' NOT BY MECHANICAL WASHER EACH SIDE 9 24 Q.C. ` - FLASHING & RIGID INSULATfE I C--- - _—_- BY GENERAL CONTRACTOR 1 -- H" MIN,, P,T, WOOD LEVELING CURB & ROOF - 12" MAX, ---_-----I / FIBER CANT WBLOCKING _ UNDER BY GENERAL CONTRACTOR -- I I : 14 am ---=_= PLOT DATE: 07/13/94 ^� SH E E T NO , I 1 This document is a copy of the the original document. The original) document is on file at Acciciq_ft. M 4 COMBUSTION AIR INTAKE 8 UNIT ROOF CURB MOUNTING � 1G • ��c . DIAGRAMMATIC ONLY COMBAIk '- - -- -- -- _- - -- - oizo SE INTERNATIONAL way NO SCALE IVISUI TF A21.5M i�wALni i E, oa ,a7zu `t� X503) 652-9654 upper Boones FerrY Rd• 15850 I+IIo,I./ 9422 BUP 94-0225,MFC 95-0178 pUf 95-0283 48 OF 71 JUN 1 'I 195 MICROFILMED I � I � I � I i � l � l 1 I � l � l I III � i � I 111 II11 ! � I I ' Ill � f 1111 � 1 � 1 I I � ! II I � I � III 1 �- CAAW 4MADE IN CHINA IN �. I M E C H AN I CAL. S P E C I F' I C A T I O N S_ B . Shop Drawings ; 3 , Identify valves th stamped metal tags . I E , Balancing of Air Systems : - I S u hm i t to t h e architect for approval aPPr ova I six ( 6 ) 4 . I d e n t i y equipment w i t h 1 / 16 inch thick 3x5 5 I I Balance water and air systems per AABC .�R Cf SECTION 15010 GENERAL MECHANICAL PROVISIONS copies of equipment submittals separately laminated 3 ply plastic , center ply white , outer PIY black " ld , Form letters by approved forms . her in standard size notebooks in Iamicobound toget ,. 2 . Bal a n c i nperformed byApproved Professional PART I - GENERAL groups as f o I I ows : exposing center p l y , I Air Balancing F i rms . Approved f i rms as ��Gt��♦'� T a . Plumbing : follows : A , she complete installation shall conform to all E , Pipe and Pipe Fittings : b . Heating , ventilating , and air P P 9 Air Buluncin Specialties , Inc , , Portland , OR S r-la 9 P appl rc<�ble Federal , State anLt Local Cod�� , condi t ionin Northwest y� •. � ` Ordinances and Re ulotions including necessaryg ' t Engineering �ervire , Portland , OR � 7 , „0 9 g C . Controls , I Waste Piping : , ,�,f,^. t, r .. rmits and inspections required by the govern a . Cast iron i e and no-hub fittings abc,ve Accurate Balancing Agency , Beaverton , OR LaJ� 2 . Deliver all at one time . Shop drawings shall P P authorities . Do all work in a neat , workmanlike be reviewed and approved prior to start of I grade . Cast iron pipe and Ty--seal ------------� finished and safe manner , under competent PP P F . Quality Assurance : P work affected by material or equipment covered fittings below grade , Where approved by supervision • iode ABS lastic DWV in ma be used . in shop drawings . cP piping g y I Piping material and installation to meet . 3 . All specified features and performance data b . 5 feet beyond established building line requir ,:rments of local plumbing and building o B . Visit the site prior to submitting the bid to same as cast iron i in below rade or 0 must be specifically noted on the submittal piping g y codes . (� z become familiar with existing conditions and otter I containing the manufacturer ' s and local concrete pipe ASTM C14 , fittings , 2 . Chlorination and cleaning cf domestic cold and �•2 W - factors which may affect the execution of this concrete , oints ANSI ASTM 0443 , rubDer 4-6 � 7 work . Include all related costs in the bid distributor s names , manufacturer s detailed J / hot water piping shall bs in accordance with sspecifications , gaskets . Where approved by code AB.� • drawings , cifications , data shoes and w 3 proposal . g P county and state health requirements , ;.+ Q operations and maintenance data for all plastic DWV piping may be used . ..� _ equipment to be furnished , All equipment 2 . Vents : Cast iron some as waste , or ABS DWV C . The working drawings are diagrammatic . They doG , Plumbinq contractor shall make all rough- ins and items shall be cross referenced to match the where approved , final connections in conformance with local codes , C) z not show every offset , bend , or elbow required for 3 , Domestic Water ; Hard drawn type. L copper z installation on the space provided . Ail locations equipment indicated in the contract documents . Yp ' pp ' and shall supply shut off valves with permanent cc i1, 4 . The contractor shall check shop drawings for above grade , hard drawn type K copper below _ < for mechanical work shall be checked and P g name tags identifying supply lines to each Ln P radeJoints solderrade 95TA ( No lead ) > space requirements and conformance with the g . , g . , coordinated . I q individual Piece of equipment . Include traps , 00 s ecifications prior to submittal to the 4 . Priming lines ; Type L copper , annealed , line strainers , and back flow devices N P tailpiece , D . Record Drawings : Maintain a set of se is pints I architect , 5 , Gas Piping : Black steel schedule 40 pipe , - - ---- 9 P P fittings 300 psi rating , Paint piping located required . of the building plans for the duration of the C , Basic Materials and Methods ; exposed outside . contract and mark a Record of the work as P H . Kitchen equipment contractor shall furnish and r installation progresses , Dimensions shall be I Equipment Protection : Protect against 6 . Miscellaneous ; Galvanized steel pipe or ABS P g • g where approved ) for indirect waste condensate install all indirect drains from equipment other referenced from Visible Building structural contamination and corrosion . ( PP ) than sinks I � features such as bearing walls or columns . A copy 2 . Accessibility : All dampers , valves , drainage . s h a ! 1 be included in the documents re wired at the thermometers , cleanouts and other e ui ment 7 , Rain Drain Piping ; Inside building and to a - 9 q P I Kitchen equipment contractor shall provide faucets project completion , needing reading , adjustment , ins ection , point 5 feet beyond establisheJ building line �! J P at equipment , Plumbing �:ontractor shat l instal l cleaning , removal or replacement shall be some as waste piping . ( Plastic r,ot and connect faucets , - E . Operating and Maintenance - The contractor shall accessible and readable , cccep � able ) , w provide the following bound materials : 3 . Cleaning ; Mechanical equipment shall be 8 . Ncnger : Fee and Mason 102 , 103 , or 2.39 UL : J . Kitchen equipment contractor shall insulate drain �-`- cleaned of stamping and refuse , Equivalent GrinneI or Elcen , I i I Catalog description of each item of equipment 4 . Painting ; 9 . Connect dissimilar pipe materials wiih lines from ice hens , cn actually insta ' led on the job . Provide for a . Check equipment furnished under this dielectric union, or flange kits , LLJ K , Plumbinq contractor shall furnish and install each type of e u ' merit , name , address and contract finished with factor � lied 10 . Flexible Pipe : Mason BBF or equivalent . yp q P y aPp II Provide unions at connections to equipment , stainless steel or chrome plated escutcheon plates ' Ii C telephone number of the nearest vendor with finish . Clean dirty equipment and for all water lines penetrating counter tops and O replacement parts . refinish mars or scratches to original .back splashesI M Z 2 Copy of one year v, arranty and any extended surface and color , F , Valves , Cocks and Faucets : I 1 O warranty issued on equipment installed . b , Paint one coat flat black on interior of L . Plumbing contractor to provide and install w ductwork which can be seen through I Bre - a Ball Valves ; Jenkins 901T . � L_ J � W 3 . Written equipment operating sequence an 9 I underground piping for syrup and cash register01-1 maintenance instructions for each item of screens , rifles or diffusers , 2 . Li onze Swing Check ; Jenkins 92A , _ a- O 9 I lines . Verify exact locations with kitchen - L1.J C . Paint all misce ! ' aneous structural 3 . Gas Cock : Ground seat , Cast brass plug cock : equipment requiring inspection , lubrication or � equipment plans . service , describing and scheduling the supports , including stands , Milwaukie 1313100 Series onl two coats of Y . performance of such maintenance . machinery enamel , color as selected by 4 . Balancing Valve , Bali type , Jenkins 901TE SECTION 15250 INSULATION Q A r c h i t e c t , w i t h memory m o r y s top , ___- -___ -___-- ----_-- ----__.--__ _--- ------------------------�� __ y -' i 4 . Tag all valves with brass disc and chain , use Cn �j ; no duplicate numbers , Valve list ( with d , Paint all mechanical equipment on roof PART I �-- GENERAL appropriate numbers ) with valve size , one coat of machinery enamel primer and PARI 3 - EXECUTION ocation , normal position and function , two coats of enamel paint , color as A . Flame & Smoke Rating : cn A • Cooperate with all other trades for proper Z 5 . Copy of record drawings . I elected by Architect , P P P 1 6 . Record wiring diagram for equipment and 5 Electrical Connections : installation of cell items of equipment . consult " os- installed " the drawings oI all other trades or crafts to � � Description ; AII insulaiion material hazard cn I i control system show os-- installed conditions , a . Electrical Contractor runs wiring , 9 yavoid conflicts with cabinets , counters , ratings , as tested by procedures IJFPA 255 and � Include typewritten sequence of operation . provides and installs disconnect U . L . 723 , not to exceed a flame spread index w switches , mounts starters and makes line equipment , structural members , etc . In general , voltage connections to e ui merit the architectural drawings govern but conflicts of 25 and a smoke developed index of 50 . All above information shall be neat ! y typed with 9 q P Accessories such n � adhesives , cements , ;; tc , , an index in the front clearly identifying furnished under this Contract , unless shall ee resolved prior to rough-- in , provided with a c; �l---ponent rct i ng as I i sted 6 0 - o N } information in the binder . Submit two copies rioted under Specific item . Control Z � B . Protect all material and equipment to be installed above , All products or their shipping cartons W U a _, o Z of above in ormation to the architect for Wiring provided by this Division , ►Hiring P WIZ Mechanical to conform to Electrical against damage by other trades , weather conditions provided with identification of the flame ' � - - 9 review . All corrected comments shall be by � I or an other causes , E: u merit found aarna ed or spread index and smoke development index , cn Z Z W 0 I included in the documents required at the Division Wiring methods , y q P' g 2 , Data Required : Catalog data to show � ; 0 0 ro ect completion , b . 'After electrical connections are made , in other then new conditic;n will be rejected as P J P cooperate with Electrical Contractor to defective , compliance with flame and smoke rating , < - W m n - X U F . Completion Requyrernents : Upon completion of the verify correct rotations , ' work and adjustment of all equipment , all systems c . Motors NEMA Hi --efficiency with 115% C . Include cuttings , patching and restoration of PART 2 -- PRODUCTS shall be tested by the contractor to demolistrate minimum service factor and wound to finished necessary for thi !3 work , Surfaces , I to the owner ' s representative that al ! equipment operate on - voltage specified with a plus damaged by this work and spaces around pipe or A , Duct Insulation : m furnished and insto-lied or connected under the i or minus 10% safety factor . ductwork passing through floors and walls shall be I Description ; nstall duct insulation Clo Z U neafl patched and finished to match the od ' n P utilizing material as follows : provisions of these specifications function i d , Equip single phase motors less than 1 /2 Y P 1 c nt J Z External Insulation ; I - I ,/2 inch thick , I mechanically in tfie manner required . At the time HP with internal thermal protection , construction , including painting or other a , Q a iQ Ib/cu . ft , density glass fiber blanket of this demonstration , the contractor shall e , Brake HP required by equipment at design finishes . Structural members shall riot be cut or ,� penetrated in an manner unless specifically with vapor barrier jacket , Johns-Manville U -- i deliver to the owner ' s representative four ( 4 ) conditions riot to exceed nameplate HP of P Y P y I w Q Ir-- -- s of the Operating and Maintenance motor unless otherwise limited , approved in writing by the Architect , ' Microlite with FSK jacket , bound copse p g a b , Internal Insulation : I irich or ? inch , U — Manuals . f Motors unless otherwise oted with - w is r' , P D . Tests : Test all systems installed hereunder , Al as irdicated , mat faced accusticoI board r- W j permanently I ubr ,ate a I I bear i ngs , C1_ I Permits , Inspections and Fees : instruments , gauges and meters necessary to with thermal conductivity riot to exceed r_ V) y . Starters provided under Ele .. trical 9 9 Y I , 0 . 23 at 75 degrees F . mean temperature , w w Division unic� ss specified otherwise , perform test shall be furnished by the contractor , w � I Ob , ain and pay for all permits , IicEn ,7es , r and minimum sound absorption coefficient = Q taxes , and inspections required b n. li 6 . Electrical Characteristic, : Conform to voltage I)ubmit signed certifi -ate of completion and 1 ( n p y inspection b governing authorities for all Jahns---Manville Linacoustic , , governing authorities , and current limitations shown on electrical P Y 9 9 2 , Request , arrange and schedule r-equirea code plans , Should equipme, t furnished and systems , Requirements for sy^ tem test are as inspections o� word; pr -)gressrs and at final approved under these specifications require follows : completion of the work , Deliver copies of power in excess of that required by the specified equipment , Electrical Contractor I Ductwork : Test all systems at I inch static inspection certificates to the Architect , pressure us a Pacific Air Products "Port--U- - 11 , 29 am SHEET NC . wi I I furnish excess power at the expense of I1--a P y PLOT DATE: 07/13/94PART 2 - PRODUCTS Mechanical Contractor b " or Rolok Testing Machine , Test shall be on a dynamic basis , with maximum air loss n o t This document is a copy of the A , All materials shall be new , o f the best quality , I to exceed 0 , 5% of rat e d f l o w , the original document. The original manufactured in accordance with ARI , AMCA , videntification document is on file at c' i InE 2 , Water piping hydrostatic tested as required M5 ANSI /U . L . A . G . A , , and other applicable standards , I I Identify with tags and labels all valves , per code . Q The use of manufacturer ' s names , models and3 , Plumbing systems tested in accordance with p i p s ng and equipment components s o f the --C� �_�---- - number s i s i n tended to es t ab I i sh style , qua I i t y , mlechan i ca I systems . plumbing i n code . .Ise SE I1111TI A2,3 rr�v P 9 su E, SIJ eorance and us u I ness , Proposed substitutions i tut i onsL�,,�>,<IE. oA e96 7222 app P 2 , I den t i f y p i ping w i t I. BradyEid pipe pe marker s and ( 503) 652-9654 1 -J wi I I require written approval , flow di root ion arrows per ANSI A13 . 1 , 1981 1W>J.f 9422 Upp.�,Boones Ferry Rd, 15650 PUP 94-0225, MEC 95-0178 PUP 95-0263 47 OP 71 ]UN ' 9 "995 MICROFILMED I � I`( I � I I � III IIc � 1ll I l � 111 � 1 illi' 1 � I � 1l1 II � I I1 � 11 Fam— GLJ1�3 MADE IN 11 ,61 CHINA IN 1 i' ll 1 r o. SPECIFICATIONS 5 . Fans ; Indoor r f an sha I I be c� f the centrifugal r i f u a l MECHAN I CAL SPEC I F I CAT I ONS CON - g 2 . r;heet metal to cr.rnpIy vii th ASTM A-525-64T w th type ,P e , direct drive multi -s p e e d o r belt driven - - --y- -_ I I /2 ounce coating and bear stamp of by a perrnanent I y I u b r i c a t e d motor . Outdoor (}� `Iq PP fan shall he a propeller type , manufacturer . � A lied Locations : Install duct insulation at direct driven ` 4 Q i the fol lowinlocations : � . Connection fans and vent units tc be made by /, , 9 by a permanently lubricated motor , flexible fabric approved b NFf'A , ti'entfab or �tN��1 i I ) apply Air Ductwork -- Apply internal PP Y insuIatior, on all re,. tangular ducts , 6 . F- iIters : 7- 1112 to 10 ton , 2 inch thick , 35 ans, and external insulation on all round percent , throwaway type filters , 5 ton and approved . 4 . Duct sizes shown are net inside free area . ducats , less , I inch throwaway type f i I ters , Provide Return Air Duct - Apply internal Increase sheet metal dimensions where - ) EP Y one extra set of filters for each unit , ! LCA insulation finer is required . insulation on first ten feet of duct 7 , Economizer : Enthalpy controlled type . d from all air conditionin units , �, ; S . (=ommercial manufacturc;d turning vanes with 9 Outside air and return air dampers modulate to .3 . Installation ; Install in accordance with i maintain discharge temperature on call for single metas th , ckness vanes on I - I /2 inch manufactures recommendations . External coo iing , Provide adjustable minimum outside spacing for ducts 30 x 12 and less and for duct --, over 30 x 12 , airfoil vanes on 2- 1 /2 installation with joints and seams lapped 3 air damper position . Outside air dampers inches minimum and stapled 3 inches on center ; I shall close when indoor fan shuts down , inch spacing , Use on all square threcded wired where requi Ben amin Foster 85--�0 eIbo�as . wZ q j Provide barometric relief with weather hood . 6 . Head journeyman of job to explain s stern, tc, adhesive utilized as required . Lap insulation 8 , Electrical : Furnish magnetic contactors ; J Y P I X ; a a minimum of 6 inches and seal vapor barrier balancing firm and point out a l dampers and 4.a C 3 P separate fusing for compressors , condenser controls . '� T, jacket to duct surface where insulation types ac meetInfernal insulation app lied to flat fans , and evaporator fans and control � pp transformer , Arrange unit for singe point 7 . Rooftop duct joints � to be made with "Duct V Z sheet with continuos coverage of C3en.jamin electrical connection , Mate " or Duct Mate Junior " only , °CIOP � Foster 85---20 adhesive and additionally secured I a �� with weld ins and cls installed 15 inches y . Accessories : � �, p p` I a . Prefabricated curb , F , Grilles , Registers and Diffusers : on center at not more than 2 inches from any b . AC- I and 2 to include Motormaster head cut or exposed edge , Weld pins to be Duro I Approved manufacturer ' s : Krueger , Titus , pressure control , timer guard circuit , PP g � Dyne pin fasteners with NC- I nylon stop clips p t Anemostat , Price equivalent , or approved . U AA y relief dampers , and Lennox Prasta � or approved equal . 2 , Schedules as listed on drawin floor Ian . 4 . Manufacturer : Jahns-Manville , Owes -Cornings thermostat with remote sensor , 9 P equivalent . 10 . Controls : Economizer Control : Complete "` ! factory packaged economizer control system PART 3 - EXECUTION 1 a s i B . Pipe Insulation : including ; rA . Controls : AC- 1 and 2 Control : Provide packaged a . OSA and return air modulating dampers . p , I Glass fiber pipe insulation , minimum K--value I b . OSA lockout thermostat for mechanical economizer controls and arrange as foIIows : >-' of 0 . 23 at 75 deg , F . , minimum density of 3 . 5 CY_ pounds per cubic foot . Install within all cooling . ( NLL Operation : Units operate on ! GO% return air I f C OSA thermostat to return dampers to P P LaJ service jacker with vapor barrier , vinyl or room thermostat to c cle as valve and fan onl ✓ , m i n i m a rn p o s i t s on Y 9 (.-1..- pre-sized finish , and pressure sensitive seal , d . Adjustable minimum positioning switch set Vapor barrier covering shall be continuous for minimum OSA as scheduled , 2. . Day Operating : ran operates continuously . On a over insulated fittings , Johns-Manville call for cooling , the room thermostat first cycles [I//—// l�J "Micro-Lok 650 Apt " , Owens-Cornin s e . Controls arranged to operate unit on 100% p g return a r during NLL operation , off the gas heat . Cn a further call for cooling , (D L ; equivalent , 2the OSA and return damers modulated to 100% OSA CD Installation shall be continuous through f Controls arranged t � modulate dampers in P i sequence with heating gas va ! ve cid DX position . On a further call for cooling the DX m Fw-- � walls , floors , partitions , sleeves , hangers , cooling so as to take maximum advantage cooling is initiated , If the OSA temperature is % <C 0 and supports except where noted otherwise . of OSA cooling and return air heating I above 80 degree F , , arrange the OSA and return air CD Install with unbroken vapor seals and in when required , I dampers to return to the minimum position , L� LJ LJ accordance with manufacturer ' s y CL 0 g , Controls as required to interface with recommendations , 3 , On a call forheating , the room thermostat first programmable thermostat , 9 � F- 3 . Domestic Hot , cold , and Re-Circ . Water : One c cies off the DX cooling . On a further call -� o I inch thick lass fiber pipe coveringwith II , Room Thermostats : Provide separate digital 7 Y 9 � g p p day programmable thermostats for AC- I and 2 . for heating , the 0'-A and return nir dampers .� All Purpose Jacket modulate from 100% USA to the minimum OSA 0 4 . Exposed i in in wash down areas ; The mostats to have separate heating , cooling I ,� p p p ' g Provide osition . On a further call for heatin , the �- , vapor barrier ' ackets . Cover with Aluminum and night low limit functions . Thermostat � P 9 p covers to be locking type without exposed gas heat is cycled on , - --- jacket with searns located on bottom side of horizontal piping . Jahns-Manville "Micro-Lok functions except a three hour bypass to day � , cycle function , Thermostats to have no Ml_ Owen s--Co r n i n g s equivalent , 4 , ACI and AC2 to automatically operate in da O exposed switches on subbase . Set cooling Y P Y r _ , setpoint at 76 degree F , Heating at 72 degree operation when either HEFI , 2 , or 3 is on , Icn SECTI N - 5 TING VENTILATING A D IR CONDITIONING F and NLL at 60 degree F for AC- 1 and 50 > � _C, 0 155 0 HEA N A � g I w i I __ _ _ _ _____ __ _ ------- degree F for AC-2 . Provide complete g , REF-- i Control : Interlock to operate with AC- I � instructions to owner and owner ' s personnel on during day cycle only , !'�;RT 1 - GENERAL al I thermostat adjustments , I j � j J i C . HEF--- I , 2 and 3 Control ; Interlock fans to start A , Warranty : One year on all parts except five years D , Centrifugal Fans : automatically when their respective grille or ( < ; ? o z o on compressor . fryer u . N nit is turned onZ _JZ W Q I , Acceptable Manufacturers : Dayton Electric r ° z ° z U PART 2 --- PRODUCTS Mfg . , Greenheck , Loren Cook . D , Smoke Detectors : Install and interlock such that " ° N 2 . Description ; Curb-mounted vertical discharge W o _ cent al roof exhauster includin insulated upon detection , unit shuts down and outside and � m �' - ►- A . Packaged Gas Fired Roof Top Units (AC- I and 2 ) , g g return air dampers close . Smoke detectors to be `- ---- �' factory curb , belt driven , AMCA rated . installed in bath the sypply and return ducts of --�-' B . Acce table Manufacturers : Lennox , Carrier- , Trane , 3 , Motor and Drive : Integrally mounted , 1800 RPM p ACI and AC2 , or Day & Night , maximum , with prelubricated sealed ball m bearings ; sized for 150% of motor horsepower , END OF DIVISION 15 U) z Y t C . Packaged Air Conditioning Units : ( AC-- I and 2 ) cast iron adjustable sheaves , V-belt type , J Z1Q I Description : Roof mounted , single packaged sheaves statically and dynamically balanced , Q 0 I air conditioning unit designed for -curb multiple belt drive on a I I units over 2 HP . z Q mounting , natural gas heat , minimum capacities Motor and drives shall be isolated from the J = as scheduI ed , factory assembled , wired , piped , I exhaust air stream . Air for cooling the motor — 1 , tested and shipped in one piece with U . L_ , and t shall be taken into the motor compartment from � - w w A , G . A , listing , a location free from discharge contaminants , I ~ a_ 2 . Units shall be air cooled with crankcase 4 . Vibration Isolation : Rubber in shear mounts w (,n w heater , refrigerant line filter dryer , factory provided as an integral part of the assemtbly , e'haryed , high pressure cut-outs , adjustable 5Fan Hous in gConstructed of heavy gauge = Q � o � belt drive indoor fan and loss of charge aluminum or fiberglass mounted upon a rigid protection . Low ambient operation to 20 support :structure . degree F . 3 , Compressors : Hermetic type compressor wi + I) I E . Sheet Metal : positive constant pressure I ubr i cation . 0:07 pmr.--- Provide crankcase heater . Compressor shall be I Ductwork to be essentially air Iigf` t , conform r------- - SHEET N0 . of the some manufacturer as the unit , to recom endat i ons of ASHRAE I atest edition sJFLOT DATE: 07/13/94 4 . Coo l i ng Co i I s Provide indoor and outdoor and be. c ns t r ucted per SMACNA manuals for I ow IThie document u a copy a the coi Is , of non--ferrous construction with veloci t ductwork , high veloci t ductwork ar,d +the rrigitinal document. cg&i c I Y 9 Y anc�ment is on file at �cc j�i�lnc I aluminum fins mechanically bonded to seamless f i b e r g I a s ductwork , Maintain MA.CNA manual M 6 copper tubing w : th all joints brazed , protect on job f r reference by workmen and engineer . G�C_ i coils with plywood covers during shipment and Ducts , I Hers , sound attenuation , flex - --- - _ -TM 4I 0 NTERNATIOMAL WAY instal l a t i on connect i ns and adhesives to carry 1 abe I SUITE A2IJ " I n c ornb u t i b l e : , flame spread 0--25 , NFPA--90A , YILMALAIIE. OR 07222 (503 ) 652-.-9654 Pt20J.f 9422 UPPer811MIS Fe-y Rd., 15850 8UP 94-0225, '4EC 95-0178 SUP 95-0263 48 OP 71 JUN 13 1995 MICROFILMED l � ll � � l l � lll i 1 111 l � lll � l 1 � � 1 � 1 11111 11111 1 B lit 1 11111 1 FILM— M411111314 MADE IN CHINA IN 1 1. I ,q k ,S `10CHAMFE..• ANCHOR BOLTS, BOLT C!RCLE FifTU� JG1-��pU�� ` ' TO MATCH HOLE - 4 RECESSED FLUORESCENT 2X4 FIXTURE WITH A 18 CELL SEMI- 24` SPECULAR SILVER PARABOLIC LOUYLR. ELECTRONIC 54LL/45T GRADE (3) F32 T8 LAMPS 120`/. F ! TI .00 COMPACTED FILL '� ., LITNONIA 2PM3 CSB 332 ISO ELECT OR APPROVED GE,LIhG A] 8' X 4' FIXTURE WITH SEMI SPECULAR PARABOLIC LOUVER 3000PSI CONCRETE AT so' 30 oAYS '` ' ELECTRONIC BALLAST 2) F32 T8 LAMPS •CONDUIT `�'� LIGHTCLIER PARAL'rTE 080113-OGT-EL5 ---- � C�2 �. ' / .42 RECESSED FLUORESCENT 2X4 FIXTURE WITH A l✓IRGIN ACRYLIC LENS, m g i #4 REBAR HOOPS 1MTHa 120V ELECTRONIC BALLAST, FOR INSTALLATION IN A HARD GLC:. IMP TIES So ON CENTER ' (4) F32 T8 LAMPS �A LITHONiA 2GT 432 412 120 ELECT 4+n '" ,. __ 7 ,,,� , --- PYLON SI N 1 CKT -j I fu Nj 08" -j I . A3 SIMILAR TO A2 EXCEPT 2 LAMP w t l N � �'' .! 120V LITHONIA 2GT 432 .:12 120 ELECT ' -� POLE BASE TA , s� �a -�� y - S DETAIL 1 E � . 6 , 44 SIMILAR TO 42 EXCEPT WITH 1/2' X 1/2' WHITE F4RACUBE LENS AND TUBE CSU;-RDS Lm UP NOT TO SCALE '� =� � `� f w in v ��" ,� LITHONIA 2GT 432 412 120 ELECT PROVIDE (3) 4 F�OT 2 LAMP WET > g LA EL ,SEALED .AND GASi�.ETED FLUOR. MENU BC' :RD 2 CKTS 12DV, - - -"` '- ''", �1 ,�� , FIXNRES WITH dJ DEGREE BALLASTS $ RECESSED 1X4 FLUORESCENT FIXTURE. (2) F32 T8 LAMPS 3/4'r FOR SPEAKER - Y 1� ;.' 1 UNDER PLAY' S RUCTURE AWNING. VERIFY 120V ELECTRONIC BALLAST — SPEAKER ROUTING 3,tJlOWN �<5 V ,,/ y EXACT^ LCCA I N LITHONIA SPF 232 412 120 ELECT OR EQUAL a T 2 _ � EQUAL TO LIT NIA DMW 240 120 CW t 2� %r` VI0 �� 1 C RECESSED FLUORESCENT DOWNLIGHT FIXTURE. (1) ZW QUAD TUBE LAMP CLEAR ALZ,-;K REFLECTCR 120YSA FAGf1S BURC541�1 TILL' ICON �--__ 19 °i + �' f� �� s 2 , I' - �` JUNO PLp"'3- 1- CKT 12©V I! I } ------ ---------------- --1 ' Z5 - 234G �. , � ' r'� � p10 ��' \ �e ,1 � RECE.:SED FLUORESCENT FIXTURE J� � 4 _ _.,____:; _�_ WALL MOUNTED nvORESCMM FIXTVRs P NOT USED 25 ® R p,,SpgU cANDEscENT rrxTmz -_J 0 SVFtTACE/SUSPENDED INCANDESCENT IFIXTURE NOT USED Q ? ! i o I ;,_ �' �'�`� CONNECT TO SOFFIT � IHTING I--1 STRIP TLJ01?LSCEN7 FIXTURE ;, I z - I - ' _L � r.�� _ � CIRCUIT WITS+ SERI.-T � FLEX (-� LEAD i C a r _SL TRACK LIGHT AND HEADS F RECESSED EMERGENCY FIXTURE WITH SEALED p 11 CtJ BATTERY, TEST SWITCH AND PILOT LIGHT 7010 ' 1� � f - ® EXIT LIGHT � low LITHONIA ELSQ OR EQUAL C j Q� JUNCTION Box cu 120 16 IL I l �� SINGLE POLE SWITCH, a w�►Y G RECESSED 100W METAL HALIDE DOWNLIGHT WITH PROTECMD J l BLDG MTD L SIGN ;22 �;- ,, i BLDG MTD LOGO SIGN i '1 �3 Qb DuPLEx REmrrncLE, 4 FLEX LAMP. CLEAR ALZAK REFLECTOR Z 1 CKT 120vr I �.�__._.. I _ I CKT 120`,/ - i; o ®® SPECIAL RECEPTACLE JUNO H108MHIOO-7081-PROTECTED LAMP .� ' '0' MOTOR CONNECTION I f H DECORATIVE WALL MOUNT FIXTURE URE FURNISHED BY OWNER. ROUTE TEL. 6ERVII;E COI b ITT -� ' �� - 1� o ® STARTER CONNECT COMPLETE c Q MDP _ a DISCONNECTJ-BOYON' BLDGTERISEE FA I� BURCERVIL �CSI3NFLOOR PLe,' NS FOR! EXACT 715 W METAL HALIDE FLOOD LIGHT. WET LABEL HPF BALLAST LuLOG•=TION O7= BO M + ! -- I 1 CKT 120V ♦ TELEPHONE JACK I 29 © Spm DAY BRITE FLS 17MH DT PAINT TO MATCH ROOF COLOR _ � ISOL7ATED GROUND Q� 1�F- 25 =a F'� 250 W4TT METAL HALIDE PARKING LOT LIGHT FIXTURE PROVIDE TEL. i �-=� �' t✓ �A 9 L1 GROUND WIRE DARK BRONZE FINISH ON 20' SQUARE STEEL POLE AND ANCHOR BASE SER CONDUIT �, D , 25 { 3:- PULL STRING TO J-B X # ✓ .6 -- \ ' x \• / T\` - y _- -- - o-O PAP.ycING F!xTui� EXCELINE OSAF25 '"INA - 8 ��.� io..,o INSTA'ALL PER US WaST 14QA f�fi`Jt1?E*"fC-itT'g "1© WP RECEP FOR S INKLER ImLl SIMILAR TO ' I- EXCEPT WITH HOUSE SIDE SHIELD CONTROLLER - VE IFY EXACT EXCELINE 0SAF251MAA - 8 - HS 25 �-LOCATION z ELL uP SERVICE CONDUITS AT PbAR --`"- 9 � '� I I -, ' 0 �l- � � -x. y i BATTERY BACKUP EXIT LIGHT WHITE WITH GREEN LETTERS c'0� E DESIGNATED SY SERVING - - __ O-W-MX-AP "1© RO\/IDE SECONDARY CONDUIT AND EMERGI-LITE " 12-W-X12-G-12 '-' UT!LITY - ',/ERIFY LOCATION 1 ____ s_ _ �-' T DIRECTIONAL R ONE LINE D C O w I NAL SISN •:n - - -- -�� -- _-• --- , -- �; , ,; , _- 'r _ IAGRAM 2OV 8�_d 4, OC PROVIDE 4' PVC PRIMAR'�; SERVICE " _JI � � ,"" . , ,! � PR VIDE TRANSFORMER PAD Q =� PE UTILITY- REQUIREMENTS Q r CONDUIT WITH SWEEP RADIUS GRC ELLS ` �� A zap AND PULL 2 CHANNEL TIMEGLOGK FOR STRINGS PER UTILI I Y ZQ Z 1J REQUIRE' LENTS ' 1 NON SECURITY LTG AND SIGNS �Z �HH i t 2 POLE RELAY FOR CONTROL - EQ TO SANGAMO � IAJ NOTE OF PARING LIGHTING CKT o o BURY' PRIMARI' AND SECONDARY j EQU.:L TO ASCO 5402-C I-- — - -� - PE CELL ON ROOF { 18' CONDUITS PER UTILITY STANDARDS - ; I I FACE NORTH EQ TO TOW n I C -1000 SERIES -{ '- 8L.9CT " ICAC viTE �'1..�41�1_._ - -- -- --- - -_ - c -� I --I f-- I ----_-t. _ - - _._ } SCALE: 1'= '„'.0�'-0' TO PARKING LOT LTG I I v I f x CKT A-25 (PE CELL ON--- -� - �H i Z_ __ J Q `� TIMECLOCK OFF) ,q -- B Q Z 20 W U Q o ~CLI -J tt• Z 0-41!`- cls, v .� U W W RELAY(S) WITH POLES AS READ _____`� -- -- I �- — - — w J ►~-A F- , o OLI TO CONTROL CIRCUITS A-9, 11, 13, 15, 11, 11� 0 W Q r� CL 19, 21, 23, 6, 14, 16, 20, 22, 24 AND 26 I �C/ '•' I I C� -� EQUAL TO ASCO 5400 SERIES IN NEMA 1 r►--,`_ ENCLOSURE (TIMECLOCK ON/OFF) L __ _ J L _ __ - -1 - POLE RELAY FOR CONTROL OF SECURITY- LIGHTING CKTS A-11(s) AND 10(s) _.__._ .------------ --- -- (PE CELL ON/OFF) SHEET N 0. EQUAL TO ASCO 5402-C TO BLDG EXT LTG AND TO BLDG EXT SECURITY , �EO PRQ�f SIGNS AND SITE SIGNS LIGHTING �S G I"EF4j El 6236 _ I I EXTEfR. 10F� Llr-:��47NG� COI �1-I RO NTS Fy UPParBaonee Farry Rd. 15850 D. N`E� BUP 94.0225, WC , 0179 I+U67 95.0283 49 OF 71 .JUN 1 1 '995 MICROFILMED I I I I I I I I ! I I I I ! I I I I ISI I l f l l l l I l l l i l 1 Fmm- GLAN 4MADE IN CHINA IN 1 7 1 ' I T CONNECT ALL IJ-aLK- IN COOLER "ND FREEZER L-4sHT'NG, HEA'ERS, COILS ETC. %S REOD. `40UNT ALL --DOSE Sti1PPED DEVICES. SEAL _ CONDUIT PENETRATION INTO ENCLOSURE. SEE .4RCHITEC%R"1 REFLECTED CEILING PLANS Ll AND DETAILS FOR EXACT LOCATION AND — �.=-- `IOUNT'NG OF .ALL LIGHT FIXTURES. COORDINATE 15 f5 d U "OC.aT'ON OF DINING AREA FIXTURES WITH RID C� �UR?�;TLRE LA1'OUT PRIOR TO ROUGH-IN. V� , " a 1� .w o low's i _ __..__._. --__.._. . - _.-__... •.______.. _w-_ __ _-__ _ - __ ____ w__.- tai u 21 0 15 aQ - - -- - u SA. A2a LL-J, tl >1e d A3 \� 144 11 G G C7-- -C, - I l 1 ' \ A2 _.2 A2C a 19Ca JUNCTI BOX IN 5OFF;T FOR A3 a I i I CLJNEI� F RNISHED NEON SIGN / : ,43 I / I i - - �-- it _ _ J i0 __ I� ._ 1�._. J _-- PROVI DE / CE OR CONNECTION i C_ —_ r ( I f AS RE TYP;G,4L OF 5 I �J lye b; \ 14 _ _ d ,44 il-- b _ I �u Al � I 13 '41 A MQ 1 3 5 I _ I / A4 A 19 I _ I , I I �� / •b C i -�� ., �� - a a - a v,V i _ ; c -r - 2 i/ p y1 � ROUTE THROUGH RELAY/Tit' LOCK COM51NATION - __•. _ 5--fl 3 a 3 FOR CONTROL SEE DETAIL, SHEET EI I / C 3 I 1Q1 _ __ i \ r I ! b / ; I� _ _ -I / dA4 4 / -T — NL ` I I b 13 3 c G - C C G G C - -}I}- d C 19 ¢lir i 2- G ;d 2 / Q -- - - -19 - �A -1 L 2 21 i Q- �, -CA -C4G —_ 23 a 1 -------� \ 4-> 13 `-_ 23 21 � rpt - _.. , -_-_-- -------__. _----- -----------_--_�__ ROUTE Tf4ROUGN RELr-•7`,'TIME LOCK COT"^51NATION `--_ ---- r4T I !` G; -. FI�AN-- FOR CONTROL SEE DE 1 ,4!L, MEET E� SCALE 1141211-00 'i Q.� NIt 0236 ♦ y' sheet �FY D. `y E 2 COLUi 1 31.•; CONSULTING ENGINEER5 ;'NG. P.O. BOX 40088 PORTLAND OR 97240 (503) 243-28E-C ' Upper Boones Ferry Rd, 15850 BUP 94-0225, MEC 95-0178 BUP 950263 40 OF 71 JUN 13 1:1195 MICROFILMED 11 Jill 1i1l1 11111 11111 ) 11111 11111 1 1 111 1 11111i 111111 11111111 1 I X1111 1illiji 1 Punt- ULAM 4MADE IN CHINA IN 11 �.� w 1 NOTES I. PRO) /.DE CONDUIT AND WIRE FROM F}RE PRO `CTI c I SYSTEM TO CONTACTORS CONTROLLING FRYERS AND GRIDDL.ES. SEE ONE LINE DIAGRAM. 2. MOUNT ALL DE ACES HORIZONTAL. 3. COORDINATE EXACT LOCATION OF ALL MECHANICAL EQUIPMENT AND CONNECTIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH IN. CONNECT ALL MOTORS WITH FLExIBLE CONDUIT. a, C 4. COORDINATE EXACT LOCATION AND EQUiP`71E'`,'T _ QJ CONNECTION REQUIREMENTS OF KITCHEN EQI_:P WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH IN. `ow a a I SEE KTCHEN CONSULTANT DRAWINGS FOR MOUNTING= 40 ; HEIGHTS, DEVICE AND ROUGH IN REQUIREMENTS b " OF ALL KITCHEN EQU( LPMENt. V � a - -- -- - . PROVIDE ll) WP DUPLEX RECEPTACLE ON ROOFo in WITHIN 20' OF EACH ROOF TOPMECHANICAL UNIT. 4 c In 0 0 00 :04 7 ROUTE 1;2' CONDUIT, 2 « 12 t0 PANEL G, CIRCUIT «34 >> t7 _..--_.._ E KITCHEN EQUIPMENT SCHEDULE N SHEET _ - �- - FOR ALL EQUIPMENT 5RANGH CIRCUITING RE . qp u 34 75 4 '1. COORDINATE ALL AUD!O GROUP AND Po"'R MICRO � I I ---_ m 19 � 31 � (3 � �� T + 19 OGOI _._. . _... _ SYSTEM REQUIREMENTS AND LOCATIONS IONS PRIOR TO i �� J _ EF-3 ROUGH IN WITH JACK GRAVES AT BURGERVILLE USA. • '�`' 1 3HP 12Dv C5 0) / SEE KITCHEN CONSULTANT DRAWING 05 FOR CONDUIT J J. '! 19 C n-1P 10 ! REQUIREMENTS AND STUB OUTS FOR PAR AND ~�. `--� mI AUDIO �3''STEMS PROVIDED BY ELECTRICA'�L GONTR (� ' 55 Q �5 B. PROVIDE PAR SYSTEM DEVICES SHOWN ON KITCHEN HEF-2 1/3H --� ' I CONSULTANT DRAWING 05 AND CONNECT TO PANEL 5, �► -WA R H TER - 28 �,!______ _ 39 - "«� , Y CO ROL120`✓ 120V _ i' I CIRCUIT s 6 AND 12. ALL CIRCUITRY O BE �, i �4 mm 8 ISOLATED AND DEDICATED. G%� i . _2 ON ROOF m 1 OM I 45 qtr- _-� \� - -- U. W V �" MCA 208V �_- GOIL I i ® � CD (Z 6 � �.� , I S. PROVIDE AUDIO GROUP DEVICES SHOWN ON KITCHEN urs (Y _ 49 m m I � g H I `�, � - CONSULTANT DRAWING 05 AND CONNECT TO PANEL B X42 43� CIRCUIT «2. I 4 P-1 1/ 5HP �45 I �y\ z I" ©v HEF-I 1/34 _� �� I 10. SEE KITCHEN CONSULTANT SHEET «2 FOR ADDiTIONAL �' 0 W W 9 I BINDING ELECTRICAL NOTES. g I -,Z) Q120V �Q 21 C 13 _.__ c� T 1 - - �' ` 26 \ II � — -- I1. PROVIDE CONDUIT FOR R.EFRIGERTION LINES AS O Q Q i C r+ 38 _.- \� LJ Y ,r -- AC-1 ON ROOF REQUIRED. COORDINATE WITH REFRIGERATION f� 1 25., 30 FLO) STUB 14 / 54 MCA 208V ` U LUw � D�``� 9 � B , '� SEE KITCHEN ,y — '- - 3PH CONTRACTOR QC z 28 A DWc� REMOTE -� -f c - _ 12. PROVIDE CORD CAPS AS REQUIF''=D FOR ALL 'LUG- B - -- I r _ � RE SYSTEM U 15 COMPUTIER--- �._ 5 IN EQUIPMENT AS DESIGNATED ON THE KITCHEN PULL STATION VERIFY. 13 TO tELEPHONE � 1'1 � �" ,-+�'LI � � p U ►: EEXACT LOCATION EQUIPMENT DRAWINGS. �[] - - I cj I T 21 23 Z B g� 13. PROVIDE CIRCU TING AND SIGNAL AS READ �-- , � FOR DRIVE THRU CCTV MONITORING .SND DISPLAY I � 15 VERIFY I \ j 8 COORDINATE REQMTS WITH SYSTEM SUPPLIER, i I i c ( 1 18 REF-I -- LOCH \ - --- CONNECT TO PANEL B CIRCUIT 4 01 I / 10 I/10HP 10V .\-CONNECT TO MENU i y \ � tel. - / 113 BOARD L t 15 i _ =--_� _ , FC5 i �} 1� ..__- ---__.. ____-_. .__._- _.__.__ . _.__._ .. 5•..- _• .••�_az�_.=.- a;.- .._ _ _ ._. _sem^___..lr ._.__zscv_. l 1 Z d FOWER ANID 5IGNAL F)LAN SCALE 1/4's 1'-fid' � � S On I d i Lul M G I N t -- -_ � 4b 6234 sheet no. M., Ilion e Pte'` tom.., yam: GOLXIII A GONSULTING ENGINEERS INS. P.O. L30X 40OW PORTLAND OR 91240 (503? 243-7850 Upper Boones Ferry Rd, 15850 1 Bl1P?4-0225, MEC 95-0178 BIJP 950283 31 OF 71 .JUN 1 9, '995 MICROFILMED Illli � l VIIII I � III i lilllil VIII 111111 I V III I 11111 I V III I illllll I VIII l � t � i � t � 1 �- GLAW 4 MADE IN CHINA I IN 1 1 1 1 A. 1 �1CAL IiE1iU lRt!!E:l�I i T 1 t 111E COIr1.l"TCD INSTAL(ATIOI SWILL C41F911RM TO ALL ANP;ICAHLE 18. DRAWN PANELS SHALL If DOLT-IN THERMAL MAGNFT:C CIRCUIT WEAKER 4ELM 9ESLI>;,?T1QH "AD YULI. PHASt PANEL G1BQal i1a HUMS q.+ . + t I FCDEpK STATE ANMD LUCK CWiES, ORDlMANCLS AND REGLJLATIITNS TYPE, QUICK-MAKE', QUICK-BREAK, AMBIENT COMPENSATING, 10,000 •� s : RIBJT,ON PANEL INC'LJHINu F"IRNISNING NECESSARY PERMITS AND INSPECTIONS AMPERE MINIMUM INTERRUPTING L.VPACIT` Lc THE CHARACTERISTICS 5 WASHER/DRYER 4.BKW 120/206 1 B 9111 3#10 MGP RfQuIRcP BY THE GOVERNING AUTHMITIrS. ALL WTTRk SHALL HE SHOWN ON THE DRAWINGS. FIT PAW( 0(:OkS PITH FLUSH LIFT LALATCHES ? ICE MACHINE 15A 208 1 B 113 2012 :(DBE IN A NLAT, WEIRkM^WIKC, F-1NISNED AND SAFE MANNER, 9 ICE MACHINH 15A 208 1 B 5,7 2012 SECOND CONNECTION AND ll3CKS, KEYED ALIKE. EQUIP EACH PANEL WITH A NAMEPLATE ACCQRD!N6 TL' THE LATEST PUBLISHED NA.0 A. STANDARDS OF 12 DISHWASHER 8A 120 1 C 40 2012 1NSYA,AT13y., LNDER CLIOWTEANT SUKRVISION. GROUINDING SHALL MULANTIN IMBUE OF THE TYPED CORRESPONDING TO DISTRIBUTION 14 SLICER IiJHP 120 1 C 42 2012 1-1/41G 800,4 120/208V 3PN 4W HE AS WGUIRED HY THE NAT ILL CIRCUITS PROVIDE A TYPED CIRCUIT DIRECTORY IN DOOR TO IDENTIFY � K• C � ALL CIRCUITS AND SPACES, ARRANGE LOADS TO BALANCE THE LOAD 18 FREEZER LTS/HT I5A 120 1 A 10 2012 • E' CURRENTS EQUALLY BETWEEN THE PHASES. PANELS SHALL BE OF THE SAME 19 FREEZER COIL 11A 206 1 D 26,26 2012 f VISIT T1( SITE PRILTR TO BIDDING TO BECOME; FAMILIAR WITHNUFACTURE AS THE DISTRIBUTION PANELS. 19 FREEZER COMP 21A 208 1 D 30,32 2612 20� 2©© / EYI� MnING CUKDiT11NS 7 �•L1. OTHER FACTORS WHiCH MAY AFFECT MA21 kEFRIG LTS/HT!CO:L r0©2U,, 120 1 A 8 2012 - -- 1 7 1 4©� T1; EIEECUTION OF THIS W1*k. INCLUDE N1 RELATED COSTS IN 21 RFFRiG COMP 3 D 208 1 D 31,33 2010 19. INSTALL AT THE BUILDING, SERVICE GROUNDING BY MEANS Uf TWO OR TIE 1N1TIl_ HID PRLpOSAL. 27 HEAT LAMP 350W 120 1 C 2d 2012 M[TRF. DRIVEN 5/8-INCH BY 10 FOOT 'COPTERYELD TYPE 4RuUHD RODS. r 3 All MATERIALS SHIALL NEW AND HE OF THE BEST dl1ALITY, THE (WNL,UNDING CONDUCTOR BETWEEN THE (,NUUND RODS AND SWITCHGEAR 29 BUN TQASIER 15UU4 120 1 C 36 2012 ` 1 SHALL BE BARE, STRANDED COPPER CONDUCTOR. A GROUND WIRE SHALL HE 30 SAND PREP TABLE 4A 120 1 C. 30 y012 MMNUFACTLREO IN ACCORDANCE WITH NEMA. ANSI, U.L. ANT LUTHER CONNECTED TO THE HUILDIN:i COLD WATER PIPING AS REQUIRED BY NEC. 31 HUN WARMER 4A 120 1 C 26 2#I2 APPLICABLE STANDARDS, THE USE OF MANUFA-TURER'S NAMES, -� 'MLDE(S AND NUkBERS IS INTENDED TO ESTABLISH STYLE, QUALITY, ALL PROCEDURES AND METHODS AS CONTAINED IN THE STATE AND NATIONAL 34 FRYERWAVE OVEN 17KW1 206 3 D Iz33: 3062 150 150 200 400 ELECTRICAL CODES F[NN GROUNDING QF EQUIPMENT SHALL HE FOLLOWED. AP'Pe.ARAWE AND JSEF'.ENESS. PROPOSED SUBSTITUTIONS REQUIRE 34 FRYER 17KV 2U8 3 D 7,9,1i 506 PRE-BID WR1TTLN APPROVAL OF THE ARCHITEC". ALL FEEDER CONDUITS TO 8E INSTALLED WITH GROUNDING WEDGES AND/UR BUSHINGS WITH SUCH BONDING AS REQUIRED TO INSURE LOW IMPEDANCE 34 FRYER i 7K� 208 3 D 13,1d,17 5:5 -------- . .1 AND SUFFICIENT CURRENT-CARRYING CAPACITY t0 HANDLE FAULT CURRENT. FRYER FILTER 15. 120 1 B 31 2812 IF NECESSARY VERIFY A C • SUMMIT FOR THE ARCHIT'ECT'S APPROVAL A MATERIAL LIST W/FRYER SUPPLIER _ 0 CONTAI%I NG THE MAMILEACtUkER'S AND LOCAL DISTRIBUTDR'S NAMES, 36 FR'. DUMP STN 450W 120 1 C 24 2012 I 4+ ?0. PROVIDE ALL LIGHTING OUTLETS INDICATED ON THE DRAWINGS WITH A MAiUFACTURER'S DETAILED SPECIFICATIONS AM•D DATA SHEETS FOR FIXTURE OF THE TYPE DESIGNATED AND APPROPRIATE FOR THE LOCATION. 36 FRY DJMP STN 145OW 120 I C 22 2012 SECOND CONNECTION J Q) EQL1P%LNT TO BE FURNISHED, SUBMIT 6 COPIES OF DATA IN 3- 39 ISLAND MICROWAVE 140OW 208 1 C 31, 33 2012 ♦ --' ( OJ OUTLET SYMBOLS ON THE DRAWINGS WITHOUT A TYPE DESIGNATION SHALL POINT CO',YRfD HlNDfRS FOR THE FOLLOYIW, ITEMS OF EQUIPMENT 4AVE A FIXTURE THE SAME AS THOSE USED IN SIMILAR ON LIKE 39 ISLAND MICROWAVE 140UW 208 1 C 35, 31 2612 }i MID SYSTEMS. kA LOCATIONS. LAMP EACH FIXTURE WITH THE SUITABLE LAMP CATALOGED 42 HEAT LAMPS ?SOW 120 1 C 2`: 2#12 2 EACH �2> 4�G 4 - 5�D HcGT"1 CJ FOR THE SPECIFIC FIXTURE TYPE. LAMPS TO HE GE OR APPROVED EQUAL. 43 BUN WARMERS 4A 120 1 C 27 2012 2 EACH SYl]I 1tG£AR, DISTRIBUTION AND BRANCH CIRCUIT PANFLS.W1klNG 44 BATCH TOASTER PDA 120 1 C 9 2#IT DEVICES, AL1'O SER'YICE PO NT E'ER L TYPES 44 BATCH TOASTER 20A !20 1 C 11 2#:2 L:!iHTING FIXTt1RES. 45 GRIDDLE ,1.25KW 208 3 D Z,4,6 31A8 UTILITY REQUIR.Et ErdTS t•� 21 . FIXTURES AHO ADEQUATELY , ETC.SUPPORT ALL ELECTRICAL EQUIPMENT, 45 GRIDDLE 11,25KW 206 J D 14,16,18 d#8 C1 5 PROTECT ALL ELECTRICAL MATERIAL AND EQU1PmENT iNSTA:LET FIXTURES. PANELS OUTLETS, ETC, EACH FASTENING DEVICE AND SUPPORT 45 PLATTEN 6KW 208 3 D 8,10,12 308 SEE SITE PJ_,aN I S 104KR T141S DIVISION AGAINST DAMAGE BY OTHER TRADES, WEATHER SHALL BE LAPABIE OF SUPPORTING NOT LESS THAN FOUR [4) TIMES 1HE 45 PLATTEN 6KW 200 f D 20,22,24 3#8 I L COIDITIONS OR ANY OTHER CAUSES. EQUIPMENT FOUND DAMAGED OR ULTIMATE WEIGHT OF THE OBJECT ON OBJECTS FASTENED TC! OR SUSPENDED 47 FIREPROTF.CTILIN 20A 120 1 B 24 2012 (IN IN OTHER TK" NEW CONDITION WILL HE REJECTED AS DEFECTIVE. FROM THE BUILDING STRUCTURE. SUPPORTS SHALL PROVIDE PROPER 48 SAND WARMER TDP BOOP 120 1 C !S 2012 I U C 3 AIIGNMFNT AND LEVELING OF FIXTURES AND EQUIPMENT, 4SAND WARMER TOP 80oW 120 1 C 17 2012 1` e KEEP OUTAGES TO OCCUPIED AREAS TO A MINIMUM AND PRE-ARRANGE CONDUITS AND OUTLETS SH48 6 SAND WARMER TOP 800W 120 1 C 19 e012 I I 0 ALL OUTAGES WiTH THE OWNER'S RiPRESENTATIVE:, REQUESTS FOR 2?, PROVIDE THE SYSTEM OF OWN ON THE DRAWINGS 48 SAND WARMER TOP 800W 120 1 r 21 2012 U OUTAGES SMALL STATE THE SPECIFIC DATES AND Hl1URS AND THE FOR TELEPHONE COMPANY USE. ALL WIRING, INSTRUMENTS, SURFACE 48 SAND WARMER BOTTOM 1000W 120 1 C 23 20.2 2 CONNECTIONS Ti C MAXIMUM DIARATION, WITH THE OUTAGES KEPT TO THESE SPECIFIC TERMINAL. EQUIPMENT, ETC, WILL BE PROVIDED BY THE TELEPHONE TIMES. COMPANY, 49 TIMERS 100W 120 1 C 29 2012 LO d 50 PAR SYSTEM 1500Y 120 1 B 12 3012 INCLUDES CASH CID RE(iISTFRS/ISDLAtED 1. `' THIS CONTRACTOR WILL BE LIABLE CDR ANY DAMA13ES RESULTING 23. I.FAvE THE SITE CLEAN AND READY FOR ❑COUPON^_' ktM,;'E ALL D1R7, DEDICATED I X FROM LNSCEDLA_ED OUTAGES OR FOR THOSE NOT CONFINED TO THE DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT AND WIRE SCRAPS AND ALL 55 SNAKE MACHINE: 30A 2D8 3 C 2,4,6 3010 PRE-APPROVED TIMES. INCLUDE ALL COSTS FOR OVERTIME LABOR AS MISCELLANEOUS SPARE EQUIPMENT AND MATERIALS USED IN THIS DIVI`ILIN 55 SOFT SERVE 3UA 200 3 C 8,10,12 3010 _ NECE,SARY TO MAINTAIN ELECTRICAL SERVICES IN THE INITIAL BID (1F THE YORK DURING CONSTRUCTION. ALL COMPONENTS SHALL BE TREE LF 55 HOT TOPPING 1300W 120 I C 14 2010 © I r 1 PROPOSAL, TEMPORARY WIRING AND FACILITIES, IF USED, SHALL BE DUST, GRIT AND FOREIGN MATERIALS, LEFT AS NEW BEFORE: FINAL 58 REFRIGERATOR 4A 120 1 B 16 2012 REMM]VV..D AMD THE SITE LEFT CLEAN BEFORE FINAL ACCEPTANCE. ACCEPTANCE OF WORK. 59 SALAD CASE 7A 120 1 B 18 2#12 \ \ I I I ?4. FURNISH WRITTEN GUARANTEE TO THE OWNER, EFFECTIVE FCR A PERIOD OF' 60 PAR SYSTEM 1500W 120 1 B 6 3012 INCLUDES CASH ONE YEAR AFTER DATE OF SUBSTANTIAL COMPLETION, COVERINC ALL REGISTERS/ISOLATED 7• INCLUDE CUTTING, PATCHING AND FiESTDRATION OF FINISHES DEDICATED NECESSARY FOR THIS WORK. SURFACES DAMAGED BY THIS WORK AND DEFECTS IN CONTRACTOR FURNISHED MATERIALS AND WORKMANSHIP. THE SPACES AROUND CONDUITS PASSING THROUGH FLOORS AND WALLS CONTRACT^K SHALL AGREE TO REMEDY ANY DEFECT BY REPLACEMCNT OF 63 CQNV, OVEN HOOD 1/6HP 120 1 C 20 evil I USA SHALL BE NEATLY PATCHED AND FINISHED TO MATCH THE ADJACENT DFFECT:vE PART WITHOUT ADDITIONAL COST TO OWNER DURING THE PERIOD 64 SODA DISP. 500W 120 1 B i:3 20,2 2 CONNECTIONS CONSTRUCTION, INCLUDING PAINTING OR OTHER FINISHES. OF GUARANTEE. INCANDESCENT LAMPS ARE EXEMPT FROM THE GUARANTEE. • 66 CONV, OVEN 5,5KW 209 1 C 113 2ce STRUCTURAL MEMBERS SHALL NOT BE CUT OR PENETRATED 1N ANY 67 SAFE 1KW 120 1 C 5 3112 ISOLATED 6 DEDICATED KVO4ER UNLESS SPECIFICALLY APPROVED BY THE ARCHITECT, WHERE 74 SODA DiSP D.T. 6.3A i20 i C 18 2012 GOND MTS ARE INSTALLED iN SLEEVES OR BLOCKOUTS PENETRATING 7, COFFEE. MAKER 3.4KV 208 1 B 25,27 2010 MIOIS-URE BARRIERS, THE SPACES AROUND THE CONDUITS SHALL BE 77 HOT CHOC(71_ATE 1KW 120/208 1 C 16 3012 PACKED WITH OAKUM AND SEALED TO PREVENT ENTRANCE OF MOISTURE. 8. PERFORM ALL NECESSARY EXCAVATION AND DACKFILL FOR THE -------- 1. FOR OF EAL CABLE WORK IN COMPLIANCE WITH DIVISION I - -- - I T 2. FQR DIRECT ,URtAI CABLE AND MHN-METALLIC CONDUIT A L L M:41MUk 3-I4CH COVER OF SAND OR CLEAN EARTH FILL SHALL BE BOTTOM. LAY AROUND LAYY ALLSTEECABLE NU LCO1NDAIT ONAST ON ALEVELED TRENCH MOOTHLEVELTRENCH i BOTTOM, SQ T14AT CONTACT IS MADE FOR ITS ENTIRE LENGTH, -� WATER SHALL BE REMOVED FROM TRENCH WHILE ELECTRICAL A R RENO [ E EIEC I AL C BLE 0 Cr, CONDUIT iS BEING LAID, 9. REMOVE CR RELOCATE ALL ELECTRICAL WIRING, EQUIPMENT, REMODEL^, ETC AS MAY EOE EXISTING iN REMOVED COR T 1 THIS ELELWORK AREAS IN THE H SERVES USABLE AFFECTED BY THIS YORK- T1RMD WHICH SERYLS US.IBLE EXISTING OUTLETS SMALL BE REST f:4E 0 AND ROUTED CLEAR OF THE CONSTRUCTION OR DEMOLITION. MrNIOVE ALL WIRING TO BE ABANDONED TO LEAVE SITE 6�� 3P cCrrTAG*�RCJ _ CLEAN. REMOVED MATERIALS NOT SCHEDULED FOR REUSE SHALL OR FRl FZS BECOME THE PROPERTY OF THE CONTRACTOR FOR REMOVAL FROM THE SITE, 13. ^-'PERATE V:-H ALL OTHER TRADES FOR PROPER INSTALLATION OF ALL ITEMS OF EAVOID _-T, CONSULT THE DRAWINGS OF ALL OTHER EQU TRADES OR ::RAF"T; TL AVOID :LTNFLICTS WITH CABINETS, COUNTERS, EQUIPMENT STRUCTURAL MEM►ERS, ETC. IN GENERAL, THE ARCHITECTURAL DRAWINGS % I \`� GOVERN HL!T CONFLICT': SHALL. BE RESOLVED PRIOR TO ROUGH-1N. ,}, LLQ 11, ALL WIRING SMALL BE INSTALLED 1N METALLIC CONDUIT, CDWEALED IN PANEL.-� OGROUND BITS VOLTS_J 1_f�81I a`T 4'�_ PANEL Ll --- ----- a GROUND BUS VOL.TS._ W ZO 3Y 4 v TO TO ALL FINISHED SPACES. ZINC COATED STEEL EMT MAY Or EMPLOYED IN ALL �ryry�� ❑SURFACE MTD. Ah1PS U MAIN CKT, BKR. •M,>IN LUGS ONLY ��pp ❑SURF.ACE MTD. `RCS CD ERCJ. r. J LOCATION_1!![L� _ LOCATION M!ItL_--�- AMPS�__O MAIN C;h,T. dKR Myh1AIN LUGS UNI Y' DRY, PROTECTED LOCATIONS, FLEXIBLE STEEL CONDUIT ILL BE --"�FLUSH MTD. EH FLUSH MTD. iG'/+� PERMITTED ONLY WHERE FLEXIBILITY IS NECESSARY. ASSEMBLE: CONDUITS AND SECURE TO BOXES- PANELS, ETC., YETN APPROPRIATE F1TiINfiS TO WATTS YL'ATTS WATTS c WATTS T ,,, WATTS WATTS UNATTS 1vATT„ WATTS WATTS Wn t I S WAITS 3 o CONT MAINTAIN ELECTRICAL CONTINUITY. SIZE CONDUIT AS INDICATED ON THE NO SLRv ..E P A NO SERVICE P A NU SERVICE P A NO SERVICE P n (oD.> �, I �GTORS DRAWINGS. WHERE NO CONDUIT SIZE IS INDICATED, SIZE FOR THE fT 2 M 2 _ 1 In oGl`� _ FOR COOKER GRIDDLES QUANTITY OF TYPE THY CONDUCTORS INSTALLED, PER CODE REALES. 1 r I.J for.Lr- i D - WINDot.-j QOVJ.II39- I ?D I O -. 1 /N�A+INC 2 f� 1200 -- AV i-- - -- EXPOSE� CONDUIT SHALL BE RLN PARALLEL OR AT RIGHT ANGLES TO STRvCTURAL BUILDING LIWS, OFFSET INTO BOXES. ALL CONDUITS SHALL 3 :iaJ/Dnj►. _ L r& I 4 y o _ 3 -- leo 4 �N� GGT��►'n'_ e AIL sv TrA.N 3©,4 3P CONTACTORS BE SECURELY SUPPORTED AND FASTENED. --' � _. � 5 1.5 G15EAT l►fG a 4.0— � - -- 5 I -L`n !_NE 15 ZO'� __ -- - - 12. OUTLET AND JUNCTION BOXES SMALL BE CODE GAGE GALVANIZED STEEL OF 7 M6N�T Bp46I --� 8 HL 11, ar - 7 __ -_ " IZN�O 8 M15G_ FOR C-00<ER FLATTENS �1 " CODE REQUIRED SIZE 'O ACCOMMODATE ALL WIRES, FITTINGS AND --- -- --- OL DEVICES. CEILING OUTLE' BOXES 'HALL BE 4 INCH OCTAGON AND WALL g !�✓ �� 10 � �� {. 9 y�cg 5'r'q�j� Q, -� 'IAMa(� 10 •II ?� NOTE -- OUTLETS 4 INCH SQUARE MINT" SIZE EQUIPPED WITH APPROPRIATE 4? yTVO h d`iT?T® '�� DEVICE COVER. INSTALL NOT MORE 'HAN ONE DEVICE PER I'aNG. 11 12 11 - - 12 13. FEEDER AND BRANCH CIRCUIT WIRE SHALL BE SOFT DRAWN COPPER, NO. 12 T �2�� 4 0 - - - -- ---'- '--- -- -- MAIN DISTRIBUTION P;'SEL w M1N1H41AM SIZE WITH 600V TYPE THY DR TNVN INSULATION. VIRE SHALL 13 �T�_ 14 F(s0►S'f 8 _.. DOD - 13. �%CM.._ '!l1 �f00 14 LASNGa�o�rVId- DGO _ __ . ^ COW13RM TO TiE LATEST REQUIREMENTS QF THE CURRENT EDITION OF THE ZA PANELS A B G 4 D 4RE O BE IN H SI NC�LE I I I -_ NEC AND SMALL MEET ALL ASTM ,PECirICATIONS. WIRE INHALE BE 15 e-'I(T SVFEIT - � tB ^s�gp¢ pS�pC, y�,F J -- 1'_ �GE r _ __ ___- lg VBG 1 - - --- - �•I I' e� p SUITABLY PROTECTED FROM WEA*•ER AND DAMAGE DURING STORAGE AND �j - ` G 18 t7 r. - 7 18 SWITCHBOARD ENVC`_0 k,NRE. SEE FLOOR ' LHNv � HANDLING AND IN FIRST CLASS CONDITION WHEN INSTALLED, SPLICES __ ,�FIG� �QM JN'1CR� LSA _-_ �- C SHALL BE MADE USING 'SCOTCHNLOCK•, IDEAL WIRE NUT OR SIMILAR TYPE ig 20 — "7 O 19 20 FOR ALLOTTED SF "(- O I I CONNECTOR, LEAVE 6 INCHES SINGLE WIRE PIGTAILS FOR CONNECTION OF E7LT r�pf�/T LY'S O, -- W-Z��-_ _ �_ _J PA�---- _ G� - 'r GOArF� 6xµfL'^r _ �L�d _- --- DEviCES AND FIXTURES. CROSS OR HASH MARKS ON CDNDUI' RUNS 21 22 21 QQ 22 0AA, O �1 I i INDICATE QUANTITY 13F NO, 12 CONDUCTORS UNLESS OTHERWIA NOTED. N'r - II 60 �� W�aT'- -" - - �- _ I i WHERE MARKS DO NOT APPEAR, IT iS UNDERSTOOL THAT TWO CIRCUIT 23 ! T Q4 24 NU ► T -- 23 ••x•_✓ 24 c1 �'f�A^ OGb �I I / i / \! 12�/21D�J✓ J1�r •�LAJ ' CONDUCTORS EXTEND TO THE OUTLETS SHOWN. MINOR DEVIATIONS IN � �'�-� C ~" - - L��-- �' ` ( M- ✓ �� t CIRCUITING AND BRANCH CIRCUIT D I STR i BUT I ON OR ARRANGEMENTS TO 25 LP. (/TS I O _-_ 28 -_ - '� O -- 25 F��A�r.�'�- 'L 00 -100 28 I 1 - ----- --- ---- --- _ _ - _ i SUIT CONSTRUCTION CONDITIONS iS PERMISSIBLE. _ — --� 27 5,O0 _ _�� ._._._ I 28 00 _ - 27 — 1100 28 IP ___-- -__- NOT TO SC4LE 1 29 50e7 30 .1r 5r7o I �- GOFJ'f, 1 %0 �� 30 EF 3 — -- 4 WIRING DEVICES SMALL BE SPECIFICATION GRADE, IVORY FINISH. -' .. COMPARABLE GRADE DEVICES AND PLATES TO THOSE LISTED MANUFACTURED 31 S__ _ 32 P -_- 31 Alf. ✓✓ FI / ✓ 7 o BY HUBBELL, ARROW-MART, SIERRA, PASS M, SEYMOUR, BRYANT, LEVITON 33 34 33 -T 34 AND GENERAL ELECTRIC ARE APPROVED, -- - - -- -- -r.7A - '- 36 35 38 35 _`+i W -- WALL SWITCHES, 200, 277V, TOGGLE TYPE, BRYANT 4901 SERIES. -- -- ,q- - - 3B LOA p SUMMARY DUPLE) RECEPTACLES, 15A, 120V, 3W, 2P GROUNDING, BRYANT 3; 37 - N��E .- - 5252 SERIES. - - - -- - - CLOCK HANGER RECEPTACLES, 15A, 120V, 3W, 2P GROUNDING, 39 40 BRYANT 41 — — - 42 — 09 --- _.__ _ __ --- ...._ 42 — — L IC�Ni iNC:x 2�,9kW 1,25'/e =34.SkU1 i 5828-GS. SPECIAL PURPOSE RECEPTACLES AS NOTED. PHASE WATTS N'�$30 SO33 �DOGF! PHASE WAT(S pGt'� '} PHASE WATTS (pyyp 1020 PHASE WATTS poo QySo bggo FLUSH WALL PLATES, THERMAL PLASTIC, SMOOTH IVORY FINISH. Q - - TOTAL WATTS 1, 1 PHASE AMPS TOTAL WATTS (0400 PHASE AMP.., �t� RE SEPT, s8,8kLU SURrACE COVERS, GALVANIZED STEEL, 1/2' RAISE, S WEATHERPROOF COVERS, SIERRA YPTJ-8 MOUNTED HORIZONTAL. -"� 15. PFIUVIDE POWER WIRING AND CD14NECT TO EACH ITEM Or EQUIPMENT SHOWN �Al.�� ON THE. DRAWINGS FOR HEATING, COOLING, VENTILATING, PLUMBING, ETC. � � {-'� a � `"ISG. �3.OkIJJ I I III I REQUIRING CGNWCTIONS, VERIFY ROUGH iN REQUIREMENT'S FOR EACH PANE_ G E#GROUND BUS \BOLTS_I� �9 a�_� PANEL _ v •GROUND BUS VOLTS_1Lv�.__ 1 ITEM. PROVIDE ALL CODE REQUIRED DISCONNECTS. SAFETY AND �1 I 1 SURFACE MTD. y �� U SURFACE MTD. ��_ LT MAIN CKT.BKR. /AMAIN LUGS ONLY' M 1 DISCONNECT SWITCHES SHALL BE GENERAL DUTY, QUiCK-MAKE Q,IICK- LOCA' ION POP--- AMPS , 1 MAIN CKT. BKR. i MAIN LUGS ONLY LOCATION �_�_� AMPS z ■ FLUSH MTD. y FLUSH MTD. I z BREAK,DUA1. RATED, EQUIPPED WITH DEFEATAJLE COVER INTERLOCK. KI 7G�'4EN 1Eb7,2kW 1D ©,(or = 108,7k1J DISCONNECTS SHALL lE FUSIBLE DR Ni]N-F'1S1DLE AS DESIGNATED ON WATTS WATTS WATTS WATTS WATTS WATTS WATTS WA TS WATTS WATTS WA T WATTS ( 3 M DRAWINGS. EQUIP AI_L FUSIBLE DISCONNECTS WITH DUAL ELEMENT NO S_RVICE P A -�. NO SERVICE P A A 13 '��., SERVICE P A NO SERVICE P A v FUSES REQUIRED BY tHE EQUIPMENT SERVED, COORDINATE FUSE - - Go►.1v_ M•) 2 27Sv F4A� MA•GF+ 90 fle4v ' FP-`/EEL 3 ` 2 %�I V l.E 750 _ N ✓HC = 3.(o k,., M3 SIZES AT THE TIME THE EQUIPMENT IS CONNECTED, MOTOR _ STARTERS, MAGNETIC, FULL VOLTAGE ACROSS THE LINE NON- 1 - - _� -_--._. 2 -01--�-- - - -- REVERSiNG, 120V CIIILS, CONTROL TRANS-FORMERS, NEMA 1 ' Z7�0 4 _ - 1 " S�D� - 4 -4 -- V0 ..__------•-_- -.---_ I ENCLOSURES, PROVISIONS FOR AUXILIARY CONTACTS STARTERS MAY _- - -- 8 9 5 7 0 _8 --- BE COMBINATION TYPE WHERE SH13VN ADJACENT TO DISCONNECT,. - '� _ _ r - -_ - T' 5 r_ _______ .._.-_._. -- - 5(OE�` 8 -- -- - �15� i --- CONTRLE WIRING BEYOND THAT SHOWN ON THE ELECTRICAL DRAWINGS 7 M � 8 goP'{�.ye¢�1e '3 14zw 7 F'12yOP- ��,(Ap B FL.A- T-rr� a7 '� r] WILL BE PROVIDED UNDER ANOTHER DIVISION OF THE WORK, 1 - - - ---- -- 12 - -- UO ! ENCLOSURES VI%LL BE NEMA I FOR iNDOOR USE, (UNLESS 9 10 9 10 --- �f000 Q1 i3 v SPECIFICAlLS MUTED OTHERWISE, AAD HEMA 3R WHERE [NSIALLED ` - TlsF _ __ _ _.. _—____ _ �._.._ _. _ _ __ ��b ___ _ __-_ 4-1 - F_XPOSED TO THE WEATHER OR DESIGNATED BY THE SUBSCRIPT 'WP', 11 y 12 Z.c� 1 56(P(r �O J ��.----- --_ - -_ --- 188.9krLU 'T 208V 3PN = 5254 X 1.25 (055 i +' Q 16 PFFOVIDF A NEW SERVICE AS SHOWN ON THE DRAWINGS. COORDINATE ALL 13 -_- 14 ROT 09 1N� y-- 1 '60 0000 13 GIZ�1?. 15 6",(a -- 14 G(d1Q�L•� 3 !7 O ASPECTS WITH THE SERVING UTILITY. DISTRIBUTION SWITCHBOARD, 15 - 18 -� - - - --- -` -- V 16 - - -- - �'� - T�4EREFORE 4 800A JWITCH5004RD METAL CLAD UNITS CONTAiNIWs QUICK'-MAKE, HORSEPOWER RATED FUSIBLE _ �Q►J N ..V �_ _ _ F�f.-G'� --- - - SWITCHES CERTIFIED FOR 100,000 AMPERE INTERRUPTING CAPACITY. THE 17 18 Imo/ T � 'l�Q , 17 r 18 �,�,7rD 4J f I1 ' BUS VDRK SHALL R COPPER OR ALUM I NUM SIZED AS SHOWN ON THE ONE- ---- --- -- ---- - -- -- _--- --- --_--- --- �J ^" i + _ I LiNE DIAGRAM, WITH A MAXIMUM HOT-SPOT TEMPERATURE RISE OF 59 19 20 400 19 F*jA<► r 20 S � DEGREE C ABOVE AN AMBIENT OF 40 DEGREE C UNDER CONTINUOUS FULL —dVj _.- - ---- ��., --- '��`- E�-- --- 3 , - I n I r I LOAD CURRENT AND BRACED FOR 50,000 A.i.C. FUS!DLE SWITCHES SHALL 21 j 22 _tej Dk Mmf sTN 21 -- 22 ?4x' �^ BE EQUIPPED WITH COMPRESSION TYPE LUGS WHENEVER ALUMINUM VIRE IS - - -- -- -- ------------ --- - --- _.____ _._ USED. FUSE EACH ACTIVE FUSIBLE SWITCH WITH NON-RENEVABLE TYPE, 23 , Mi• 4MMj{/•IP 1000 24 _ �. 23 .�_ -`- - - _ S�Qw 24 _ woo DUAL ELEMENT, CURRENT-LiMITING FUSES OF SUCH CHARACTERISTICS AS - SNOVN GN THE DRAWINGS. APPROVED MANUFACTURERS ARE WESTINGHOUSE, 25 A*r (�I4(TAQ > - 28 u� W&&N _ -- 25 N��` - Is 43� 28 SOL GSI V 4 00 GENERAL ELECTRIC, SSXUARE D, SIEMENS ITE, CHALLENGER N �,� ,,nom 28 WESTINGHOUSE MAY K FID AS AN ALTERNATE. 27 �1J Wr►vrw� f7 28 SAT L.hM -�.--- -• -- 21 - - -- _ _ -__ _ 60 29 /F0 30 i1r�Ow1 � 29 .. jfflo 30 F£�Q- CZAAP s 1b �Q�EQ PROF 17. PROVIK METE TNG FACILITIES AS INDICATED ON THE DRAWINGS, �M vv COypLYrNG WiTH THE ESTABLISHED S``RVING UTILITY REQUIREMENTS. 31 1�. (� M� Z ZO L - 32 M1��Uj�1G --- Z 20 '1DO 31 grAUL.Eit L,D� Z p 11900 �- --- 32 — �10H �� .'•C,I t EQUIP METER SOCKETS WiTH 'JRRENT SHUNTS OR PROVISIONS FOR TEST --- -----------' - SVITCN RIAS REQUIRED. INCLUDE ALL METERING CHARGES OR CONNECTION 33 r- Op 34 — " co _ 13 .,.. 1900 34 �=rf I-L p 1 0 -� �, � e73e Q 9t' SI'1@Et ��' ^_*JSTS CHARGED BY THE SERVING UTILITY iN THE ORIGINAL PROPOSAL. 35 �pp AAV A- ,t � 0O 36 �ur��j ,,yTRIL� 1 10 15j00 35 -,G � 36 - �L��_� �/• 37 r 09 38 2 F' �iNO 37 38 � 39 �7PAR� I 90 00_ 40 5H W�sHea----- ��' 39 40 7 1 �� wLIGEP-_._�. ---- 8=Q ---- - - - - —_ *I- �t 41 - - -- 42 A 41 ----- n 42 PHASE WATTS G y D. N PHASE WATTS L,i 0 1015750 PHASE WATTS �pg0 Q460 (� PHASE WATT$ "8 tg X6598 _ IAS 14140 131�� TOTAL WATTS L� 4,1(pO PHASE AMPS �'lcj TOTAL WATTS JZ5(o411 �Z1Z i �Er 1� PHASE AMP; qq (�Isy�o0C 01v 1 CCOLUI"iGlo, CONSULTING ENGINEERS P.O. BOX 40088 PORTLAND OR 9'124x0 (5103) 243-2850 Upper Bppnas Fsrry Rd, 15050 - _---------. _.__ BUP 94-0225 MEC 95.0178 PFI I3IJP 95-021,3 52 OF 71 mIcROFil MED I � III , I 1 � H ; 1 I VIII 1111111 11111 11111 [ Jill I B ili I IIII1 111111liljl � lll IIIIiII , I I I FMA- MAN 4MADE IN CHiNA IN ! I I r�r_ _ 36 7 33 27 32 ?6 18 _ 3 25 (�69E 135 70 T7— LOD -"(14) 52 '7A El 0 76 34 35 I 1 36 054� 75 64 31 b6p 21 26 Fir., T- 7q 1- 30 56 Ell 5TU13WALL G0145TRUG1 1OH E3 25 04 25 F4 I i 43) DY GENERAL GONTRAGTOR I. ( 53,1 459 444 44 3`1 12 55 0)6 30" 4 C47�- 30'0 F23 13 q3 E761 A-- -11:L3 I_- 406 " 411 87 600 41 458 44 42 31 1 41 43 1 " E5 50FFIT 62 NU 9 25 24 25 63 1 1 66 60 i---, 61 81 - _ 26 47 T 65 REMOTE f ULLIr E12 468 2.5 I II IL-j 2b 47 7 Eq I --L- I 0 59 5TU6WALL CON5TRUCTION U- 5E T \b El ffoom --o L 15Y GENERAL GONTRAG f OK -723 60 (6 J LO , 1 4 T1115 MAN 15 A &EfJrXAL AfJtAW5EMM- T Or EQUIPMENT AND FIX".E5 FOR Ot GONVEINIE.NGE OF 511EE1 i REV15ED C,ONTKAr.TOIt5. ALL. W-A5UKEMENT5 AM TO DE VERIFIED ON TM XD. FLVkelw-' ELECTRICAL, AND VENT OUIIEV, HAVE DEEN LOCAtED AS ACXLRATFLY As rowmx AND ME INTeVm to BurgerVille %)IT FQUlrwxl to BE sk-rmfff). WE ACCXJ'T 140 KC5MNSINLITY FOR WORK DONE DY 5AIn CON1KArTC1t5, ANT) WILL NOT DE LBERER LIAeU FOR ANY CqF45F FOK UiAWE5 WDE NEGE55A DUILVINO CaX5, ORDINANCES, 15650 SW Upper Uppef Boon 5Tf.LK,1LJK& GONDITICN5 OR DY Tff. "STITUIION OK'&&`s0V'-rQuIr14xr sw)-Nm ON TIE mAR BUP94-p22SsFefrYRd 15850 OK FOR MY RFASON. 1. FOOD SERVICE EQUIVMENT 15031227-1161 Boones Ferry Rd 'fFr 95 CONTRACTORS ARE TO MMF ALLOWANCES FOR ALL PLLWDING 1AIK VALVES, TRAM MAGNETIC. DESIGN & MANUFACTURING SUP 95-02 'F�0178 (.OfftACTOK5 AW.) V15CONNI5615, �,IMTIN& 5WIT:A*S, ETC. EXWT WIIEKE NOTED IN 5MCIFICATIONS 63 153 0 1 1 1 THIS PLAN W5T Of VERIFIED APO APPKOVEV 15EFOKF DETAIL AND KOUC-H-IN PLANS CAN M WADE, TH15 PLAN 15 TIC PROPERTY Or KAW"EK FOOD 'MVIGE EQUIM W IS L0ANFV "JErT 10 234 NW. Fifth Ave. AX OF Tigard, Oregon Ilt CONDITION THAT 11 15 NOT TO Ef COPIED. KEIIKOV"-D OK r35TKIWW FITTER IN WHOLEQK IN ('903)274-9 764 rAKT, WITHOUTMKI41155ION, AW 15 Not U *,F U5M IN ANY WAY DISTRIMFI)TAL TO Itt! I5E5T PORI-LAND, OR 97209 F.IqIWIFNIENT LAIOU( JUL) U, 1"114 >(-&L: I,,4 INTM-5T5 OF TIt GOWANY. E--6 874 ,JUN 1 2 1995 MICROFILMED l � �, IIlI mill ! I � IIi I ' ' 1 11111 11111 11111 1 mm- 0"m 41MADL IN 61 CHINA' IN 61 ItTl-I FF\ LT5(,K1P1 ION MANO 7 ACTUKFK F"I R, I*f\' I(,A[ F1 (VNNO NnT1:5[-:5 AND MODEL. M IN 4: -' AL U�C�TBa F0 ti uENrE Cb 0'f E i"--1 f t*y E 5ftLVI% DY OWNER P L U U��BD K THE5E ARE &ENERAL NOTE5 DA5EC) ON TYPICAL CON5TRUCTION. IN ALL CA5L',, LOT F-LECTKI(,At- PANEL VERIFY -Q�tl N KENt LOCAL CODES HAVE PF.E(,E[)FNr OVER. THE515 NOTES AND IT 15 THE 5�'T S�A RACK --.Y--r.U. KVEYOR I PLU6 UIK IF! F EMENT5 LOT 500A G02 TANK I" EYQ�-- -MENT5 KBPON51DILITY OF THE INDIVIDUAL (.,ONTKA(,TOK5 TO FOLLOW SAID CODE5 -f VEKIFY REQUIRF FQUIPMENT 5UPPLIFF. TO PROVIDE AfUl I'LUM1511-16 (,0NTPAGT0P TO 1115BALL -L0T.WA%U/QKYEK 5TAGK L1NI1 i4iiIA6 - 57WO FIK5T CONNECTION V4 120-- .- I--JDQx I)IMEN51ON5 SHOWN ARE FROM FACE OF FIN15HEQ WALL OK FLOOR TO MECHANICAL 6A5 5tIlUJ -OFF VALVE ON PRIMARY GA5 5(JPPL'f 5EFVIN6 LL &A', EQUIPMENT FOR CONWCT1011 TO FIKE PROTIECTION 5Y5TEM 5r--',0NID C.ON*--Cl ION 4.6 4" DIA. DUCT ENIED TO ROOF V JDOX CENTERLINE OF KOU(jH-- IN AND CENTERLINE Y ROUGH- IN TO CENTERLINE OF WA HEP, V4 I ROU&H-IN, UNLE55 O]HERW15E 5PECIFIED AT DIMEN510N. A20- JC50X .1/2" .1/2' -1- 1/2" !jVt-WA5TE W/ AIR GAP OT WX 51W W1 FAUCET D Y F L LOW 1 M 1/2" 1/2" V2" WKIFY KEQU KEMENT5 ON ALL t2 PRF55URE (;A5 5'(5TEM5 PLUMDEP. 511ALL FURN15H AJV IN57ALL A PRESSURE REGULATOR 325 -3 ItI &A5 r-UPPLY LINE WITHIN 3 (THRE0 2 EQUIrW-NT HOLM5 rf(v- DAK9 KAL-WER METAL MAXITROL PRE5 I Z� LOT.EMPLOYLEE- LOCKERS LYON5 FEET OF THE EQUIPMENT LINE, IN ADDITION TO THE NORMAL 6A5 KE(7ULA1i- 1 IGE WALHINEISTACA: W1 DIN ICE-0-MAT 16 15 240 1 PLU6 SUPPLIED WITH THE UNIT. 1/1 EA. F--E(,, AND WATEK i-A-LDE -- cu5,rOM FAD 5/5 ELECTRICIAN TO PROVIDE -IJ' ANKr-:LAL NOTE I WORK TAN..E hi FE'.1 C I' 'Dm 1 3 CO.r. 5INK W,' FAUGET5 Q,Wa-kfTk W W1 WUi. ARM PKE-kilft 112" 1/266 20 (,OK0, PLUG, AND RECEPTACLE its PLUME511`6 CONI-KACTOP 5HALL MAKE ALL R(jU6H- IN5 AND FILIAL GONIIEC' I-U/G Cj I 5ljWA5HEK Fkj�4KJI 12.4 -3/4- �kb-x -ff/ F.5, 140' HOT WATER, IN CONFORMANCE WITH LOCAL CODE5, AND 5HALL 5UFPL( cjH1JT -0FF Vk ,,-� -0 LLI T- I)T- I t jr] L U -C�� -1 H01 WATER JANKby PLUMBER/OTHERSVEK VER_ VER.-VER. VEK.,Va. VER. VERIFY KFQUIKEMENT5 FANS MU51' 13E LOGATEU) 10'-0" MINIMUM FROM ADJACENT NALDIN(i5 Al't) W11H PERMANENT NAME TA65 IDENTIFYIN& 5UPPLY LINE5 TO EACH11CAVIDUAL 14 C93 I 5LICZ9 6LODE - 500L LQ---12 I PLUG VERIFY_ REQUIREMENTS__IKEMENT5 FROPERTY LINE5, PIECE OF EQUIPMENT. INCLUDE TRAM TAIL PIECES, ANC) LINE 5TRAIIIER5 50AKE NUMDER D, 16 Cig I DKIVE-THKU SE LF k- DEREK MET A-L -S-H®r A5 REQUIRED. AIR INTAKE FROM MAKE -UP AIP, UNIT AND H.V.A.C. 5Y5TEM 5HALL M 0CATED 5PARE NUMIDER - - - 10' -0" MINIMUM FROM EXHAUST FAN OUTLET5. FLUMDING CONTRACTOR SHALL FUKNI5H AND 1115TALL ALL 511f, WASTE LINE5. It C!En LOT WALK-IN FREEZER--- CU5T0M REFRIGERATION 1.1 . 8 1 JDOX LIGHT, DOOR, DOOR HEATEK, DRAIN MATER Fl-- EEO I FREEZER, COIL -- ---' GU5rOM REFRIGERATION - 15-M2081230 -1 —JE5OX' F.5. 15-AMP MAX, CIRCUIT KAN&E &UAK0 FIRE CONTROL (LIQUID KAKf5ALO'O 5Y5TEM - UL APPROVED FLUMDIN6 GONTKACTOK 5HALL FURN151i AND IN5TALL 44DIPECT DRAIN5 FROM I FREEZER COMPRE155OR CU51 OM REFRIGERATION 2 m 11/2 206/230 1 22D AT MAX. CIRCUIT EX. 2456. EXACT LOCATION5 OF NOZZLE5 AND PETECTOR5 A5 PER 5UPPLIED ALL EQUIPMENT OTHER. THAN 5INK5, A5 PER LOCAL CODE5. ALL FLOOR. 51[r.5 20 LOT FREEZER 5WLVIN& 155 - GOLD POND IN5TALLATION MANUAL, 5HALL DE EQUIPPED WITH A 3/4 &RATE OR A5 5HOWN. IaLOT WALK-IN REFRIGERATOR CU5TOM REFRIGERATION .4 _� L20_ 1 L*HT5 TWO DOOK5 -- [Two0 2 rH0 I I REFRIGERATOR COIL CUSTOM REFRIGERATION 15N 120 1 JDOX F.5. 15 AMP MAX. CIRCUIT I REFRIGERATOR COWRE55OK GU5T0M REFKI(7EKATION 15 M 1 206/230 1 JDOX 6 AMP MAX. CIRCUIT KITCHEN EQUIPMENT CONTRACTOR 5HALL FURNI5H FAUCETS AT EQUIPME14T. IN - ---- 13 PLUMDIN& CONTRACTOR 5HALL INSTALL FAUCET5 A5 REQUI E (75-3 LOT KEFRI&EKATOK SHELVING 155 - G" DOND 24 CEO I HW 5INK W/ FAUCET BY FLUM15EK/OTHEK5 112'1 1/2'. 1/7 VERIFY REQUIREMENTS 7A19 R C A L NOTEn25 LOT END CAF5 t (,0KNF1 &IJAK05 KALDERER, METAL 5HOP 11 GOKNEK GAUK05, AND 3 END CAI`5 Z41v "DPLUMBING CONTRACTOR 5HALL INSULATE DRAIN LINE5 FROM 1(-,E DII15 mc, 16 WALK - IN FREEZERS A5 REQUIRE[). LOT WALL DLWER5 KALDEKEK METAL SHOP ICE MACHINE, 5HAKE MACHINE,-WALK IN5, MOP 5INK 27- I HEAT LAMP HATC0 - &KAFI-16 IW .35 -L2jL jpox 1 26 1 5/5 COUNTER KALDEKEK METAL 5FJOP ELECTRICAL CONTRACTOR 5HALL MAKE ALL ROUGH- IN5 AND FINAL GONNECITION5 FLUM131110- CONTRACTOR 5HALL FURN15H AND IN5TALL 5TA&F-55 STEEL OR I DUN TOA5TER PKINGE CAME - 111 1.5 12.5 120 1 PLU& IN CONFORMANCE WITH ALL. LOCAL CODES CHROME UT NEON PLATE FOR ALL WATER LI1,IE5 PENETRATI116 GWITER r30 UK I 5ANDWICH PREP TABLE DELFIELD 4 1/5 _L20 I PLUG 101`5 AND DACK 5f LA5HE5. 31 icsi I BUN WARMER WYOTT - DW-20_. 4 120 1 .JDOX LLECTRICAL CONTRACTOR 5HALL 5UFFLY ALL. D15CONNE(IT13, INfERLOGK5, A14D 32 1 WALL 5HELF KALDEKEK METAL WP GONTACTOK5 PB ,UIKED ON ALL EQUIPMENT A5 RFQIJIRFD DY LOCAL COOE5 OR PLUMBER TO INSTALL AN AGGE5551-r 5Hur -oFF VALVE IN FUEL 5UPPLY °IPING 33 Ein I MICROWAVE OVEN AMANA - KG145E 14 2@8 1 PLUG 15OLATED vVERIFY W/ OWNER A5 5FECIFIED. OUT510E OF EACH APPLIANCE IN ACCORDANCE WITH THE "UNIFORM MECHANICAL MiKl LOT FRYERS FRYMA5TER - H-17DLC-50 SPLIT GENTEK 34 13 CONNECT QN5) 1 41 -V6 3 PLUEP CODE" APPENDIX 13, CHAPTER 22. FILTER FKYMA5TEK - FOOTPRINT PLUG PLUG INTO DUILT-IN FRYER MOUNTED RECEPTACLE ELECTRICAL CONTRACTOR 5HALL SUPPLY KITCHEN EQUIPMENT GONTKAGTOK WITH 35 C-E�0 LOT EXHAUST 1-1000 KALDEKEK METAL 5HOP WRITTEN VERIFICATION FROM POWER 5UPPLY COMPANY OF VOLTAGE AND PHA5E IN ORDER. TO MINIMIZE INTERFERENCE WITH 1,15ADLE 5PACE, PLUMBER SHALL CEI LOT DUCT Atm' FAN KALDEKEK METAL 51-10f W/ GOOK 120CPV 1/4 120 1 JDOX I - 1 -7 I FRY OLW STATION IKALf5EKF-K METAL 5HOP 1.45 120 JDOX 4 35KW HEAT LAMPS OF POWER AVAILADLE TO THE BUILDING. VERIFY ROUTING OF LINE5 THROUGH FIXTURE5 WITH KITCHEN EQUIPMENT -j- -210 CONTRACTOR. CONNECTION 1.5 -1?0 - I JDOX 3 5KW 5TKIr5 ELECTRICIAN 5HALL VERIFY WITH OWNER ALL VOLTAGE5, AMP LOA05, AND OTHER 38 31 SPARE CEZI LOT DRIVE-NIT NUM WALL FLA5106 KALDEKEK METAL %IOPTURE 5PECIFICATION5 ON ALL EX15TIN& / OWNER 5UPPLIED EQUIPMENT TO DE U5E[). PLUMBING CONTRACTOR 5HALL VERIFY WITH OWNER, REQUIREMENT` OF ALL THKU . 39 1 2 FUTURE MICROWAVE I FUVERIFY KEQUIKEMENT5 ELECTRICAL CONTRACTOR. SHALL FURNISH AND INSTALL 511UNT TRIP DREAKER5, EXISTING / OWNER 5UPPLIED EQUIPMENT TO DE USED. 40 1220 LOT BREAD/DUN RACKS I DY OWNER I _VERIFY NOT 5HOWN ON PLAN 41 2n LOT 15LANQ COUNTER A55EMf5LY - KALDEKEK METAL 5HOP F.5. CONTACTOR5, OK RELAY5 FOR ALL ELECTRICAL COOKING EQUIPMENT PROTECITE[. FLUMDIN& CONTRACTOR 5HALL 5UPPLY 5EPARATE DRAIN OFF ON MAKE-UP AIR 42 L� :2 HEAT LAMP W/ 56 SHELF HATGO - GRA-18 INF 25 120 ,-j-.jf5OX BY FIRE CONTROL 5Y5TEM AND MAKE FINAL GONNECTION5 A5 REQUIRED BY WATER 5UPPLY LINE. WATER PAN DRAIN 5HALL M REMOTE TO LOCATION 43 2 BUN WARMERS WYOTT - DW-20 4 1 1DOX LOCAL CODE. 20--L JDOX VERIFIED BY OWNER. `20 1 PLUG I NEMA L5 2OF 44 2 IDATCH TOA57EK5 PRINCE CASTLE - 212 [DIF 1.65 15.4 45 C91 2 DUPLEX 600KEK (GRIDDLE) VULCAN DUPLEX E0062 11.25 2 3 LUG ELECTRICAL CONTRACTOR SHALL INTERCONNECT EXIIAU5T FAN CONTROL5 Willi PLUMBER 5HALL FURN15H AND IN5TALL PRE55UKE REDUCING VALVE AT LH:l -2NO CONNECTION (PLATENS) , 6 206 --3- PLUG MAKE -UP AIR UNIT, A5 REQUIRED DY LOCAL CODE. 1, 46 20 2 EXHAUST H000 KALDEREK METAL SHOP DISHWASHER, (7LA55 WASHER, STEAMERS AND OTHER EQUIPMENT A5 PEQUIRE[7 2 DUCT AND FAN KALDEKER METAL W W/ COOK I?OV2D R1,— 1/6 1.20 1 JDOX - ELECTRICAL CONTRACTOR 5HALL 5UPPLY AND INSTALL HEAr TAPE ON FREEZER 47 LOT FIRE PROTECTION 5Y5TEM RANGE GUARD 15EE ELEC, NOTES I IjDOx REFER TO ELECTRICAL NOTES DRAIN LINE5 A5 REQUIRED, VERIFY LENGTH W/ KEFIGERATION CONTRACTOR. 46 C91 LOT 5A0WICH WARMER —14 EA. HATCO GRA-48 INF 3.2 - 1?0-- 1 JDOX I b KW F.A. 2w CONNECTION 2 .5KW 5TKIP5 1 120 1 JDOX 2 .5KW 5TKir5 41 CH2 3 TIMEK5 (FOR. ITEM 45) NGG - TNG-TI610-010 I JDOX 50 29 LOT CA511 KE&15TEK5 DY OWNER VEK, 120 1 PLUG VERIFY KEQUIKEWWT5 (150LATED/DEDICA1 1-D) 51 [20 2 CA5H KE(715TEP, COUNTER MILLWORK GONTKA(TOK 52 FED.- I 500A COUNTER MILLWORK CONTRACTOR LLECTRIGIAN 511ALL VERIFY REQUIREMENT5 OF CA511 KE&15FEK5, 53 CEM I 15YKUP RAIL KALDEKEK METAL SHOP VERIFY REQUIKEMENT5 54 C93 LOT CUP 015FEN5EK5 (c)Ror) MODULAR - 0---002, (2) ff-1017 PRINTERS, AND VIDEO UNITS INCLUDING CONDUIT RUNS, DEDICATED AND ISOLATED OUTLET REQUIREMENTS. 55 CF3 I 5HWE/50FT SERVE DISPENSER TAYLOR 6651�VEKI F! REQUIREMENT51 301 208 3 JDOX F.5, VERIFY REQUIREMENTS-NT5 CEO -210 CONNECTION 30 1.5 205 3 JDOX VERIFY KEQUIREMENT5 5EE ARCHITECHTURAL 0KAWIN&5 FOR ADDITIONAL ELECTRICAL CE93 I cUP GONE HOLDER KALDEREK METAL SHOP REQUIREMENT5 INCLUDING OFFICE, MENU BOARD, LIGHTING, TELEPHONE, 56 ® I HOT TOPPING DISPENSER DY OWNEK1 120 1 PLUG VERIFY KEQUIKE.MENT5 AND CONVENIENCE OUTLET5, ETC. 57 1 FRONT 5EKVICE COUNTEK5 MILLWORK CONTRACTOR c� 16 CED I I UIC REFRIGERATOR DELFIELD 406-CA 4 1/5 120 1- PLUG; ------- 51 ® I COOKIE CA5E (DRY) 5GHMIDT DC-1524 60 -C3I LOT GA5H KEC715TEK5 DY OWNER VER. 120 1 PLUG VERIFY RE UIKEMEN15 11150LATEDDEDIGATE01 C91 61 LOT CUP '515PEWR5 -- -MODULAR HORIZONTAL 62 LED LOT U/G 5TORA&E 5HE-LVIN& 155 - GOLD POND 63 1 FUTURE EQUIPMENT - - - V6 -5--- A J-0- -1- 6 4 T fuRVEYOK------' 120 1 PLUG Ci 17 CEO 2 500A DISPENSER .3 F.5 E FRM'--"jE `-) AT11ON NOTES 65 CED I OVEN GIOUNTER W/ KAGK5 13A5E: MILLWORK G01.;4,`,AGT0K TOP: K.M.5. 66 1-23 1 CONVECTION OVEN VULCAN - ET4 6.2 17.5 206 3 JDOX 67 V--U I 5AFE y OWNER 20 1 PLUG VERIFY REQUIREMENTS 1150LATEDDEGICATE01 F3'( OWNER I OFF B 68 CEO ICE FURNISHINGS VERIFY REQUIREMENTS REFRIGERATION CONTRACTOR 5HALL 5UFFLY AND IN5TALL THE FOLLOWING 114 ALL REFRI&ERA11ON CONTRACTOR 5HALL MAKE ALL ROUGH- 11`45 AND FINk. 61 CEO I COMPUTER TERMINAL DY OWNER 120 1 LL�6 VERIFY KEQO�LWN IGATED) !-�1150LATEQ/QEO WALK- IN REFRIGERATION 5Y5TEM5: DRIER/STRAINER, EXPAN51ON VALVE, LIQUID LINE GONNECTION5 114 CONFORMANCE WITH ALL LOCAL CODE5 70 -VERIFY ?LEQUIREMENT5 - I 15C. EQUIPMENT (C)CO) DY OWNER I PLUG — UN I 5'(5TEM 1,71 .— 15Y OWNER 120 1 VERIFY KEQUIKEMENT5 STRAINER, ROOM THERMOMETER, AND GR/CNK CASE HEATER. IN ADDITION EAGI 2 PRINTER. - - - LL U 6 WILL AL50 INCLUDE: SET THEPM05TAT TO CUT - IN AT 436*F AND CUT -OUT AT +34"F FOP, 72 -- 5rAKE IAJWEP I ) FLEXIBLE VIDRATION ELIMINATOR IN 5UGTION LINE REFRIGERATOR. FREEZER 5HALL GUT - IN AT -3*F AIID GUT -OUT AT -5*. 73 CFJ I DEVEKA&E GOUNTEK ME: MILLWORK. CONI'KAGTOR TOP: K.M.5. 2) FULL CHARGE OF REF16ERANT AND OIL 74 1 500A P15PEN5ER5 IWIL51-11KE&EVEKE 80 CHEST J-0 -I PLUG 112" F.5..- VERIFY REQUIREMENTS-�D- -- 6.3 3) HARD COPPEK I LID P.15PEWK KALDEREK METAL SHOP I I TYPE 1" REFKIG)ERANT LINE5 W/ "51LV05" BRAZED JOINTS. WHEN REFRI(�CRANT *?U(,IION LINE5 ARE TRAPPED, USE NEXT SMALLER 51ZE0 TEGHNI-DREW 1WG9856W/[-14--jR- 3. 1 PLUG 4) LI UID LINE 5IGHT 6LA55 PIPE IN VERTICAL PORTION OF THE TRAP THAN THAT INDICATED, 50 A5 TO 75 L59 LOT COFFEE DREWER - 2 1/2" VERIFY &a- LLIKEMENT5 5) LI�UID LINE DEHYDRATOR FILTER OF 5UFFICIENT VOLUME ACQUIRE 5UFFIGENT GA5 VELOCITY FOP, PROPER OIL RETURN. 76 P 1 ICE TEA 015PEN5EK CEGILWARE 5-3 _-__ - _ _ VERIFY MkLLIKEMENT5 6> 51NC:iLE POINT CONNECTION TO CIRCUIT DREAKER, AUTOMATIC 51-ARTIN& 5WITCH, 71 1 HOT CHOCOLATE -D1-5PEN5EK -15Y PURVEYORI PLUG 1/2" VERIFY KEQUIKEMEN'T5 MOTOR PKOTECToR5, AND PRESSURE LIMIT 5WITCH PROVIDE ANTI -5WEAT PIPE COVERING OF 1/2" ARMFLEX OR EQUIVALENT FOP, 76 5PAKE NUMDEK -7> 5OLENOID VALVE REFRIGERANT DETWEEN EVAPORATOR AND CONIDE'N51NO UNIT. rao LOT (500TH5 KALDERER CAPINE! 5�QP I TRAY / TRA5H C,OUNTER5 MILLWORK CONTRACTOR 8> SUCTION LINE FILTER OF 5UFFIGENT VOLUME 61 C�q I (DAR) COUNTER MILLWORK GOMKACTO� 9> 5UGTION PRE55URE REGULATOR TRAP DRAIN LINE AT FLOOR 51NK/DKAIN PER CODE. B6.- 7 CCMTEP, 5TOOL5 KALDEREK GADI :-T 5HOP 10> THERMAL EXPAN51ON VALVE FOR EVAPORATOR 3 L 1 LOT CHA I K 5 KALDEREK GANNET 51-10r 4 CEO LOT TADLE TOP5 KALDEKEK GANNET 5HOP ------- 65 m LOT TA15LE 15A5E5 KALtffEK C�APINET 5HOP 86 CUio LOT DIVIDER 5Y5TEM KALDEKEK GADItJET 5HOP 67 JUrEI5OX--------- DY OTHERS_. VERIFY FLEG, t 5PEAKER REQUIREMENT5 1E NUMDEK a HIGH UJIAIR.5 KALDEREK CI&15LNET 5UQL NOT 5HOWN ON PLAN 1H15 15 A &ENEXAL AF9AN&EW7(T (T FOUIMU:T A14D FIXTURES FOR TWE CONVVICt" Or R,E V 15 E P LED CONTRACTORS. ALL WFMIPJ:OJT5 ARE TC PE VERIFIED (IN THE J015. rLU1601%, ELFCMICAL. BurgerVille AND VENT OLITIETS HAVE DEEN LOCATED AS ACCIJPATFLY AS POS51MI AM) AYE INTENDED TO SUIT EwIrMEXT TO ISE %MIEV. WE Ar-(.A?T NO REVONSIDILITY FOR WOFM VOW DY SAIr) CC*nKAGTOKS, ANQ WILL NOT Of 'NO Wp Upper LIABLE FOR ANY EXI'V15F FOR CWNGE5 MADE NEU55AKY DY LOCALDVILGHW� COVES. ORVINANC0. MLBEIIER 1661, STFI.XtIM OMITION5 OR DY ". SLe5TITV1I0N OR UiAN00 IN EWIFIWIENT "WN ON Tit PLAN. OR EOR ANY REASON I I FOOD SERVICE EQUIPMENT 11153031227-1161 21 Boones Ferry Rd r,WtIkAGTORS ARE TO MAKE ALLOWANCES FOR ALL rLLWIWv MIK VALVES. TRAPS, MAGNETIC D,'E'SIGN & MANUFACTURIN", Upper Boones Ferry Rd, C-650 CONTAC'.ORS AND VISU"ECTSI STARTING SWItU4ff5, ETC. EXUPT WHERE NOTED IN 5MCIFIc TIM, 1_1 BUP 94-0225,MEC 95-0178 THIS PLAN "T ISE AND ArMM DETAILPLANSOVEV f.47TAIL AW KOU6H-IPLANSCAN ISE MADE. FAX 0101 11L 12 Tigard, Oregon BUP 95-0263 54 OF 71xr= 'of 5 PLAN IS " Mora" Or K"MER Fcxx) SaVICE rQuIrUNT AND Is LoAtvv "JE(*,T To 234 NW. Fifth Ave, TM- GOND111CH THAT IT 15 NOT TO DE GOrIU), AEMOrAXXV OR 0157KIEVED E;THM IN WHOLE OR IN (503)274-9764 t�Y-12. ITM ALE: N(-�Ir--�E- PART. WITHOUT MMMISSION, AID IS NOT To U5Er IN ANY WAY r)E1RtW1!TAL 10 ntr eWST PORTLAND, OR 97209 EQUIPMEN] 5CHEDULFQtQy INTPPFSTS OF TIV FtW001Y, ,JUN 1 1 1995 MICROFILMED 16 11111 1111111 1 PWM- ULAN i 41MADE IN CHINA IN >(JPPI__IEP DE5CR IFT ION F-LEC-1-K IGAL I'MILIFACTUf LK w -- —_- -- _ -- Alf) MODE!_ O O 3 L.OT SODA KACK (DCO) -_-- - 5 - I-OT WA5HER/DKYEK 5TAC,K COMDO. - __ FIK5T CONNECTION U4 120 1 JBOX 50 _ 5ECOND CONNECTION 4.6 24 3 JDOX 4" 01A. MT VENTED TWOU& WALL _WA5HER CONNECTION_ 17 _ 1/4 120 1 J00X ----— -- -- - 9 i- IGE MACHIN05TAU) W/ 5TOKAGE DIN - -15- 24 1 PLUG 2 EA. MTK16h, PROVIDE M MD PLL6 -- _ - - _ 12 E� 1 U/C 01511WA5HEK - _ - 12.E 3/4 _120 1 JDOX 11qp -_ __----_- - 4 13 � 1- HOT _WATER TANK _ VER. VER. VER VER. 6r l`uLw JOTW5 __VErIFr KE wfJENT5 UP 48 306 6q 71 COUP 12" _ I_4 -I_ _SLICER _ _ Ila _I9 _ 1 PLUG VERIFY - KE UIPEWDIT5 �J 18 U� �O"f WALK-IN FREEZER - 1.2 6 120 I SOX LiGm,Door,Dost HEA rEr.,PKAm H�►TEK -- - - 27 49' — 2 II- 36 �, - - - - - - -- - -- ---- a g Iq Gam! - 1 COIL FOR #15 15 M 206/230 1 jb'w 15 AMP MAX, CIRCUIT - ------ - - , 1 COMPKE55OR FCR #16 20 m 11.12 206/2V 1 JDOX 20 AMP MAX, GIRGUIT (AT ROOF) CV J J UP �}8 - J J J r I I I I - - — ---t Q —C-4 J 72 --4 - I 21 C 1 LOT WALK-1111 KEFRIGERATdK _ _ .4 5 I 1 J15OX Two Llr.�tr5, �Two Dom 1 I I I 22 COIL FOR ;}?! 74 -- -- - --_. __ -- 15M I 1 JDOX 15 AMP MAX. CIRCUIT 12 1 GOMPKE550K FOR t21 _ _ 3 m I 206/230 1 J60X 30 AMP MAX. GIRGUIT Vi ROOF) = i ;�� 22 IC,,, 3'-2" "- 4'-2 �; 1 I I I I 27 ® 1 1 F_AT LAMP .35 I 1 JP>OX o ,� colL i w UP 12 �� 77 UP 2 C a_ - ' ' ' ' -- 2`l __ - - , --- - -- — - -- _ _1 DUN TORS"TPR 15 12.5 1 1 PLUG 7 -10 -- -2 S 31 56 __ �.. -� o 4$- 5 - 10L__ I� 3 - -- -- 3�J ® 1 SANOW ICN PP.EP TADLE--- - _- 4 I/5 I I PLUG 2 UP 56 (C,:} - ---- - -- 31 _ I DUN WARMER, _ 4 1 - -- ,--_ _-- w Clow. �29 30 33 � 'IT�, 75 64 -�--- � - - � � _ 2� 1 JDOX RECE55 33 I MICROWAVE OVEN _ 1.4 6 I PLUG 15OLATED ( � > � STUD-UP q AT ROOF ¢ ��_ 1 34 f - LOT FRYEK5 13 EA GONNEC•TION5) 1-7 41 2�8 3 PLUG 0�� FROM o o CJS iq ;� J box 1/2" � - -. A _ ---- --- -- 11� FILTER DOVE < 5 TU0 -UP q A*r ROOF 22 DE.ow — ---- - - -- PLUG — --- m 1 5URFACE - - 35 CI _ DUCT AND FAN 1/4 120 1 JBOX AT ROOF DOWN FROM OD DGO 1 I __ _ I 136 1 FRY DUMP STATION 1.45 120 1 J60X 4 .35KW HEAT LAMP5 22 A15OVE J -- OJ J JJ J 48 'r' CJ �C,Ori�ulT FOP _ I ® -2rrD CONNECTION _-- 1,5 120 1 J60X 3 .5KW STRIPS 42 46 , 1 1 >FFAKFK WIPF5 42 �1 2 HEAT LAIv_1P � ,25 12 1 J5OX COIL (,per 4q 45DG0 4 39 q J ,� J ��5 `n �, -_- - A5 KEQUIRFD � 43 (� -- 2 DUN WAKMEK5 4 120 1 JDOX - C13 - J 21 _ __ i s WJW1 opt 1 �/ �SEE FLoc>R� 58 j I I __� �1 1 _ �n 4`1 ® - 2 BA i GH TOASTEF:S _ 1.85 15.4 1 I Pl.�1G NEMA L5-2� -- ��'U Y 1 0 < _�.____ I / 45 _ 2 DUPLEX GOOKEK (GRIDDLE)_ _ - 11.25 2218 3 PLUG _ a N L J"cC �1 q J -`r- -I r } PENE'i P.A r I ON 1 z - — ' _ -- - - I C1 1 -71 60 I v > I 2 -2No GONNEGTION (PLATEN51 - 6 206 3 PLUG I ( 5HEET FOR z z 4- , 45 � J X43 LOCATION �� I U I "� 1 „ - - {, -46 r2� 2 DUCT AND FAN _- 1/6 120 I JP OX AT ROOF 1 } DG044 Q3q or 5TUD -UP IgDCO ° z 9 / 1/2 Il _11 I 47 r� L.OT FIRE PROTECTION 5Y5TEM _ J80X INTERGOtJtEGT EQUIPMENT ANC PANEL 42 DG0 II I �- 48 ( 1 l_OT 5ANDWIGH WARMER v_-- 3.2 I 1 JDOX 4 EA. .8 KW EA. C14 C T , I-9DGO `:, w — -2ND CONNECTION 1 1 I J�OX 2 .SRW STRIPS ---- - I� J — --- - I----- - 47 -_-__-- ��' " 6� 1 I o - - I - _--- ----- 1 4�1 � 3 TIMEK5 (FOR ITEM 45) 1�3W I 1 JDOX - -- 0-; STUD-UP q -FLEX = I I ►- ,n o 42 43 44 0 I 1 I ,; s d `� 1 , u ' S0 ® LOT GA5H REGI5TER5 — VER. 120 1 PLUG 150LATED/DEDICATE):i TO CONNECTIONS u- �� aO I 1 i z - - — _ oC 45 47 48 4q o n- 1 55 -- ® 1 5HAKE/SOFT 5ERVE D15PEN5EK 3 I 208 3 JDOX11 o o IN WALL_ f?.ACEWAY 0Z I �� 1 I I __._. _ 1 _- r� _ _ -2t� CONNECTION -- 3 1.5 206 3 JDOX t. o P 62' 7�' T A, P,EQIJIRt-.D - w I, , q — s - - 56 — _1 HOT TOPPING D15PEN5EK I 12 I PLUG -- CORD AND C4) < 56_ ® I U/C REFRIGERATOR 4 1/5 120 1 PLUGPLUG DY L>J --- ♦ -- -- - a_ c" -- -- -- `�--- UP 58" 601 I _ 60 ® LOT GA5H _R_E6,15TER5_ VER. 12 _ ' _ _ r .UG ISOLATED/DmiGATED _ Bj � Ix 63 _1 FUTURE EQUIPMENT 1/6 120 1 J66" AT ROOF E:LEG. DONTR 31I i1-_ FUTURE 60 1 o __ 64 - ® 1 _ 5ELF 5ERVE SODA D15PEN5EK5 _ 6,3 1 1 PLUG _ N UP 58 66 v 1 U _ 66 ® _ 1 CONVECTION OVEN _ _ 5.5 26.5 6 1 JDOX _ - - - _ 6 0 I 1 1 �� --- I 67 ^ ® 1 SAFE 1 120 1 PLUG 150LATED/DEDICATED � 1 (, 61 L2� 1 COMPUTER TEKMINAL _ 120 I PLUG ISOLATED/DEDIGATED UP q6" OGO AS - °o -- I I_ -- -- UP 18 RECESS _70_ _ 1 M15G, EQUIPMENT (C)CO) _ 12 1 PLUG VERIFY RE UIRBENT5 KFQUIKEU- J-box 112''-- UP /2" _ _ UP 42" 13' �ELow -- _ -_ _74 1 50DA D15PEN5ER _ 6.3 120 1 PLUG 75 F� _ 1 COFFEE MAKER _ 3.4 _ 220 1 PLUG VERIFY RE UIKEMENT5 17= _ 67 5urrA'-E ' 77 — �I 1 HOT CHOCOLATE DISPENSER 120/206 1 PLUG VEP.IFY P.ErUIREMENTS 5 DUPLEX OUTLET ALL CA5H RE015TER5, MOIv I TOR5 AND Q JUNCTION Dox THE TIME LOCK 5AFE REQUIRE G� 5PECIAL PLUG 150LATED AND DEDICATED O ELEC, 5TLO C I KCU I T5 FOR DATA SAFETY .ITCH 5EE 511EFT 5 FOR CONDUIT KUN5 I REFER TO 5HEET 5 "FOS 5Y51-F_Kf FOR ADDITIONAL LOCAT I ON5 OF 15CLATED AND DEDICATED DUPLEX CUT-LET5 FOR PRIN FER5, NIONITOR5, E"rc, I111s PLAN 15 A GF24MAL AUAN&FWF e or F.WIr►EN1 AM, rrmuP.£5 rOK im cA NVENIENCE of 511EET 1 REV 15EU i Q p,'r T GU-CMRA(,TOR5. AMERE A5'_fMENT5 ATO PE VERIFIED CMI TfE JVDa �/. rLLWIN6, ELECTRICAL, �^-- AND VENT OUTLETS HAVE DEEN 10C.ATFD A$ AC.U/RATFLY AS r055IDLE AND ARE INTENDEP TO Upper Boones Ferry Rd. 15'550 SUIT FwirkOn TO DE IAM IM, IULBERER BUP94-0225,VEC95-0175 WE AG(,FPT NO KE5rO1ISIDILIIY FOR WORM, DOPE DY ',Air-) GONIKAGTOP.5, AND WILL NOT DE 15650 SW Upper BUP 95-0283 55 OF 71 LIAL,LE Fpps� PEN AN'I EXSE FOR QW-,E5 DE NEGE55ARY DT L(" DUILDING GVDEs, ORD S, 5TR Ttr (OTIDITIONS Or, DT TM SUDSTIT 1014 OK UUNGE5 IN Ewrwa4T s"r)WN ON nr MAN, OR FOR ANY PEASOPI FOOD SERVICE FQUIPMENT 3 GORTP.AG'JR5 ARE TO MAKE ALLOWANGr5 FOR ALL ILLA01% TRIµ VALV1175, TRAPS, MAGNETIC. DESIGN do MANUFACTURING [5031227-1161 Boonesa Ferry Rd GONTAGTOK5 AND DISGONPE.GTt. STARTING 50IITUIES, ETC., EXUTT M*XE 001ED IN 5MCIFIGATIONS. L1_0 & THIS FLAN MUST DE VERIFIED W Af"ROVED WORE DETAIL APO ROUGH-IN PLANS CAN DE MADEr A Inv 11 T i g a r d 0 r e Q o n r,-7 A l I�AI r'rl , � JUN 13 !q95 MICROFILMED ll � Ill � i Illll I I � III 11111111 11111111111 I II111 I hill 111111 11111111 111111 IIIIIIif 1 Fun- MAN 4mqDE IN CHMA I IN 1 1 1 1u (-,FM=50 lL X W) x -8(ELEG) (,f'M=300 (L) GFM=300 (L) GFM=50 (3 X 3) X .8 GFM=.300 (4) GFM=360 (3.5) 360 GFM 1200 (,FM 1050 (IFM DUCT AP.EA=GFM/VELOC,ITY I DUCT AREA=GFM/`JEGC! rY DUCT AFEA=CFIA1`/EL0(,:T f (2066 OTAL_ MAKE - UF A I K TO UNIT DA=XOA/1_726 (1500 TO 2500) DA�1200/18 r00 0500 TO 2`)00) DA =10 Ste/1P.,00 WJ00 TO 2W)DA-,20833 5Q FT DA= .667 5Q FT t�A= 58 5Q FT CFM TO DE PKOVIDED E�►Y ,20833X144=305(d IN f)7X144=965Q IN .58/144=845Q IN MECHANICAL CON MAC I OK 30=3 X 10 DUCT 96=8 X 12 DUG 1' 644' X 10 1/1' DUGT MAKE -UP AIR=360 X .80 MAKE -UP AIR= 1200 % 80 MAKE -UP AIR= 1050 / 80 MAIl-UP AIR = 268 GFM MATE -UP AIR = 100 (,P-M MAKE -UP AIR = 640 CFM VAPOR HOOD GALCULATION5 FK(EK HOOD CALCULATION5 GRIDDLE HOOD GA.L(,IJLATI0f,6 I-rEM 137 1 EA. REQUIRED ITEM X35 1 EA. REQUIRED ITEM 146 2 EA P,EQ01RED 6" DIA. PVC, WI11-i MIN. 24" RADIUS DEN05 5TU6-'UP 6" EACH END - VERIFY W/ PURVEYOR I`l 54, - rENETKATE WALL A5 4 REQUIRED FOR 501)A ) - � AND WATER LINE5 3 �•� --_ ® cv N —rte CN 6, �„ 2'-5" 5'-4 1/2" UP 48" �' z -- 5'_1„ 22 � '� 35 77�- 11 ___ -`18 _--- -- U 48" 5UPPLIEP. C�ESGRIPTION PLUMDINU DUCT MANUFACTURER 00 w c? 64 AND MODEL 6 55 I GOLD WATER UP _1-2" , z 74 64 w ►- ) J 41 3'-8,. 74 ,�27 PLUMBER TO PROV IDD _ - 15 6AGK -FLOW PREVENTION lz ' N o o 0 3 '` -' -SUP 12" "L- 46 DEVIGE A5 REQUIRED - ---- -_ ____ ---___ ` �S` --- I "TEE" TO 3 LOGATION5 3 ®_ LOT 50DA RACK _- _ DY PURVEYOR - VERIFY 5 ® LOT WA5HEK/0RYER 1/2" 1/2" 1 1/2" 131 OWNER/OTHEK5 - VERIFY j - - -- - - L _6 LOT MOP 51NK W/ FAUCET/MOP HANGER 1/2" 1/2" 1 1/2" BY PLUI�ER/OTHER5 - VERIFY up 12 I q r7Z_ 1 IGE MACHINE W/ 5TORAGE 61N 1/2" F5 _ INTERCONNECT FILTER UP 18" ac (�,�, 12 11 -- ' I _ 11 - 1 3 COMP, SINK W/ FAUCET/PRE-KIN5E 1/2" 1/2" 1' __ 2 FAUGET5, DRAIN 2 130WL5 TO F.5. -,o I 12 L_ 1 U_/G_D15HW_A5HER 1/2" F5 _ 114 ' HOT WATER MINIMUMI 13 i HOT WATER TANK _ VER, VER. _ f5Y PLUM6ER/0THEK5 - VERIFY co 1 ♦ 19 - LOT FREEZER REFRIGERATION FOR #16 HUb I _ HEAT TAPE DRAIN Lltf — II 22 � LOT WALK-IN REFRIGERATION FOR #21 HUB _ 24 _ __ 1 HAND 51NK W/ FAUGET _ 1/2" 1/2" 1 1/2" - 35 �_ — 1 EXHAU5T hI00D DUCT -- 7 X 12' 1 41 _ 1 15LAND GOUN-rER A55EM6LY F5 - 46 � __— 2 EXHAUST HOOD DUCT _ _ "X li�lI _ DWATER UP 16" 55 1 !5HAKE/50FT 5ERVE D15PEN5ER FS _ BY OWNER/OTHEP•.5 - VERIFY 24WASTE UP 12" 64 _ 2 SELF-5ERVE SODA DISPENSERS 1/2" F5 PY OWNER/0THEK5 - VERIFY '�)2'-2" ALTERNATE 47 165 � 1 FUTURE EQUIP MENT __ _ 14'X10" 2 _ EQUAL. 74 __ 1 50DA D15PEN5ER 1'OWEK5 _ 1/2 F5/h1U6 _ _ EKY OWNER/01-HEK5 - VEKIF-Y b'f—�' rLOCATION _ EQUAL _75 _ LOT COFFEE MAKER _ _ I/2" _ 6Y_OWNEP,/OTHERS - VERIFY REMOTE ;7 LOT HOT CHOCOLATE D15PEN5EK 1/2" 6Y OWNEK/OTHER5 - VERIFY — `�` 7 PULL -® I• = 3 1/2 X 1L 37 __ - _- ---- - -- --- 1 % --- - VAPOR DUGT� - -CN CN 2" X 6" DAGKINFUTURE G 6" FOR FILTER t� \ 6 - -------- ---- _- V= ---- 04 rD rFi L` U - - - - t--------,f--- ---- T---- --- —_ _- 0 140r HOT WATP • GoLG) WATrx 0 5ANITARY WA5TE �4, HUD DRAIN FLOOR SNI', (ORATE A5 511OWN) --- DIRECT DRAIN FLOOR SINK TO GREA5E TRAP INDIRECT DKAIN___j TO 5EWAGE 5Y5TEM PLUMDING DETAIL AT I FEM # 11 NO 5,�ALE T1115CON Tl AN 15.A AU_ M,AL A/EKENT5 A OF EQUIPMENT ANO FIXTl1RE5 FOR TIE GOMELE(,T F OF SFTF_ET t F F`'I`E Ll r ®�a GONTP,Ac,TORS. AI.1.- MEASUREMENTS ARE TO GE VERIFIED ON TFE ,JOD, PLlll,(51N,, ELEG f P,IC Al, i �6: AND VEM OUllXt5 HAVE DEEN LOCATED 05 ACCURATEI.Y AS P0551TSLE Alp APF INIEK'LP 1roff '� Ville SUIT EQUIPMENT TO DF SLIMIER. WE ACCEPT NO MEN515IDILITY FOR WOFK. DONE DY 'AIT GONTRAGTORS, Mtn WILL FX�T Df [[7 LBERER 1.� �,.)O `'V Upper �`t��. LIADLE FOR M11 ExPENSF FOR r >ES WIDE NEGFSSA°Y DY LOGAI. pUILAING GCX7E5 OR WN, . �J h,J V r STP.UCTMAL CCRp1110NS OR Y 1R "5TITV110N OP, C.1 TCiES N EQUIrWNT SHOWN ON 0 PLAN �PPerBooneaF OR FOR ANY RFaSON, FOOD S!_pVICE F.r;�Ulf'MENT I��a7,�G�i/-1�V1 4 BOQIjleB Ferry Rd 8UP94.022s CC 96 15850 CONTRACTORS ARE TO MW ALLOWANGFS POR AL. IL%CING TRIµ VALVE5, TRAP5, MA&4F.TIG DESIGN & MANIIFACIURING 8UP 9r)_();'63 ,,_0 MEC 95.01711 GONTACTOR5 AND DIS GTS, STARIMP 5WIlUC-5, ETC, L"YC"t WHME NoTlp IN SFEGIFICMIONS. ?63 88 OF 71 T1115 PLAN MUST DE VERIFIED AND AfPROVEV DFrOKF- DETAIL AND R"41-IN PUNS GAM DF MADE FAX Og 11 Tigard, Oregon THIS PLAN IS ME TH T IT 15TY OF ISE (,Or FOCp SERVICE EQl11VISTR AND I5 LOM+ED M.Er,O To 23 NW. Fifth th Ave. (503)274-9764 TW CapITION THAT IT 15 Not TO of GfNIEG,, REPROpUGED OR pISiRIGVTED EITTEJt IN w1+a.E OR IN POR1l_.ANf) PNtrt'Wlil1011T PERMISSION AND 15 NOT TO 15E U*V IN MY WAY DETRIMENTAL TO 11-E "5T r O ` 97209 f'� � It�(�IN�7 RN�, ' 1 r r hl t' 'V,Q Q A JUN 13 1995 MICROFILMED IIIII � III � 111 11111 I IIII111 VIII 111111 I III11 i 11111 111111 I IIII111 I Ilill PIIIII ; I 1 I P1�- Gun MADE IN CHINA IN ai N I OVERHEAD RUI J,1 j MONITOR FOR GGT\' - PSI` \� II N I MUNI D12" R D I U 5 GDE NDS FIf DISHED CEILING GAFLE DOWN FROM AFUVE CEILING 5/5 COVER AT \ ` TYPICAL FINI5HEED WALL. DY OTHEKSG - - - - E FLOOR _ � 1 ---- -� CONDUIT FOR AUDIO OUT WALL AT 54" A.F.F. ANTENNA .,A[5LF 2 1/2 DIA. PVC CONDUIT TO ,BUMP 6AR - - - MINIMUM 12" KADIU5 6END5 __--- -- ..-- - - -- _ - - - FOR UNDERGROUND RUN5 TYPICAL CONDUIT IIJ5TALL-AION AUDIO 6ROAC>GA5T AT WALL_ LOGAT IOI J5 5TATION 61' OWNER NOT TO SCALE I � TO FUMP BAR AT 54" AFF --- f nnnn r 1T- Imo- - uI►�- © --CONDUIT LOCAT I ON5 - -- _ - oEA C EAG i END -- l i I UNDERGROUND RUN TO FUy1P FAR AT 54" A.F.F. -' J S II--OVERHEAD RUN 1 rl o / I 0�' , TI- 115 SHEET DEPICT5 TYPICAL C,ONDU I T RUN5 FOR Pv I NT - OF - 5AL-E, ORDER - ENTRY AND V I DEO W IK INC ��Tr��, VERIFY REQU I REMENT5 WITH OWNER . 1 AND SYSTEM PURVEYOR - - � vENF_RAL CONTRACTOR TO PROVIDE DLO(,K FOR VIDEO MON I TOK5 A5 REQUIRED - VERIFY W/ IN5TALLEK Fa PAR 5Y5TEM TO USE PLENUfv1 RATED ' WIRING OR 51 M I LAR rHOUGHOUT I VERIFY LOCATION OF FAP. 5Y5TEM FF'. INTER (DCO AND WIRING REQUIRED) I I I i i THIS PLAN IS A FLL 101AL XID NGT AR OF EQUIPMENT ANP FIXTURES FOP nIF IN16, ELE(.lc I or ��!IEE7 1 REV15EC� �w A C•0I11RAGTORS. ALL MEASUP.F]JEfJTS ARE TO DE VERIFIED ON TFC .IOD. PLl'►[SING, ELEGIRIrAL. ■^' AfJn VENT O11tI E15 HAVE DE[N IOGA'fED AS AGGURAIFLY AS P0551PFE Atm An INTFTII FD TO 6/ rVille 'INT FQUIPAFIN TO DE SUr'I'LIED. IUL13ERER WE ACGETt NO RESPONSIDILITY FOR WORK DONE DY SAID CANIRAGTOK5, ANUI WILL NOT DE � a�� SWUpper LIAPIF FO/ AM EJlPENSF FOR (kVJ;GFS AW M. NEGF55ARY DY LOCAL DUILDING M.)Er, LMtC�INANGE5, j'j' 51F11G1IFAL WNDIT!01,15 CW DY 11E 51A55111U110N OR GIWJCES IN EQUInKM SHOWN ON 111E IT.AN, IlpperBoonesFerry Rd, 15050 a' rO► ANT KFA:ON 'JOU SERVICE EQUIPMENT 5 [5031227-1161 F�UUneB Ferry Rd BLIP 94-0225, MEC 95-0178 CCNdTRAGTOKS ARE TO MAKE ALLOWAN(.F_5 FOR N1 PIUMDING TRIAL VALVE5. TRAPS. MAGNFfIC DESIL'iN & MANUFACTURIN3 BUP 95•0283 57 OF 71I 1 0 (_WIAGTOR5 AIV DI5GO"rt5, SIARTIr1G SWITUIE5, ETC. FXGCr1 WHIME NOIM IM SIEG!CIGAtICXIi. THIS PLAN MUST BE VERIFIED AND ,VT?OVFD MOP.F DETAIL AIIV RCIUFM-IN MANS ,AN DE MAPF 234 NW. Fifth Ave. r ` X OF ii Tigard, Oregon T1115 PLAN IS TFk PROPFRfT OF VA.HERER F0r0 SERVIGE F.QVIMM RD M LOANED SUD.EGT TO (503)274-9764 rile G0ftJ1110N THAI IT 15 NOT 10 DE GOMED, KETKOOIJCED OR IJI5TRIf%UTED EITItM IN MIIO!f OP. IN p ' /� r� [� 7 n PART, WI1f4OLrT PFRMIS51OR AND 15 r1OT TO P,F U5ED IN ANY WAY DETRIMENTAL TO 1}f !`F',T PORTLAND, OR 97209 209 P,O.S. 5Y5TEN'1 A)LY 12, M4 5GA11 E-1384 INiFT!FSTS of TF! r rvr WY, JUN 1 t3 MICROFILMED 1111111 11111 111111 1111111 11111 11111 1 11111 11111I V III I ) 111111 I VIII I � II1 � 11 1 Fm_ ULAN4 MADE IN CF MSA MN 1 1 1. <i - .r.r -..igrr-.. - ,..'ay�iMi1-AM'+.:^'-:+' .?_, i,;. 4fIMfRP.AYI4iR�i17[.dK.MbOP4'4L.'Y.a..rrau qir{�:.iYH10+7e�'R!"41wy1M�P,Y4'l�l� '.e +.: r2�,e1�,vAlcreaYM.nueS. kY _.--. 1r-,FFEK10K FIN15H_ PTI w I'Lo OP.IN6' I I F IU D� T ILF: GR055VUE Ib''X8 ) r.ULOP 1, Al A8l o f POUT -.. ._ _.._.._- -- _ - C7 LATIGRETE {545 F ,fI (.79AY aw 1. l` _� � � � AP.F_A5' OINIAC C I F ;FP"I f _ 'j - I . I ___ C �( 1I j I I I I A I I ,15101+ GE' Ac.ENT TILE' FL.A.f.o f FSK Y!i'/111( F",.MI PG55VIL.l.E A WF 2 WF l WG I 1 0'- 4 TI I RrJrV-EA(.H _UIREG M L__ _J _._ I - KITUEN: GK055frm) 16"x8'1 ukcc A625 IWNJIKY I ' WI W1 - PE5TKOOM5 C,F.0557ILLE 18"X6"1 c0I-of.: A825 MEF.upr WF3 ---: — A[s :5 - - - --- - I L_J l.._.J DOVE SASE: FTI _- GU5T01�R AREA5 (WALL5 t DIt T CASEI: LR055VILLE A825 MEKr,I,Rr __GA_ 1 - -- r'-- I -_1 RBI =-KITujEN AKFf_5 .(WALL5 t CADINFT_ 15A50: ROPPF L -t.l_ �—��r_. I I �, - WF 1 WG I I I �_ I 1 i - � -- - I WF2 - --- SEATIIJiJ: \ I I I I I �uuV Gtimm 1921 - METAL FIN15H - CHK01E (� ,,. � I �` Vlrm. 3�nr �Acl� 6oI rA�oLorGUAKD -_363781 Tow►To _. _ J J I J I I - T.- - BAR 5T00L5: f 782 - 5EAT_VINrL - GoLoKwARv_ 36_3781 TOMATO f ff I i FINISH:�OME-WITH RED 1Fy STRIPE - _ -. I I u _ CA5E:- FA � _ _-DAR 5TOOL_ DA5E - -FOl I%W C4,01E FIMI5H - I I -��FOOTKING - 5URFAGE MOUNT [PEED 15AUCDIGI-T--- I I I I - DOO TN5: 5TYLE: LYNtMOOD I O v TR M:QUKA_5T JE :�cK � V WF3 I / - -_ DA��flIILl�_C�iAttIF1._1f5-�P P J KzTOl� VIN1 BOLtA Iti,F`� ` `� r__-_.._, WI �' WF8 I QLOPGUARD 363?81_-I4MSm SIDE _f LFI ---- WASTE REC�.PTKGI E WI�50NART PEAKL OXFORQ_...4�'� i ----- �% F ��a�.. I I �� I I LETTTE 5: RED WALL TILE -� �- _----•- I I WF5 - Z3 PER DETAIL - - — - ----- TH15 5HEET � I =� X6 GL _@J�1X>__7dJ_TLt P1ilNJ><2J�EBa�E. woFx -_2 .,,tn, GHKoME LI1E ToP,uim _ I 1 DOVE 6A5E FROM TH15 I - TABLE5: WALL TILE I LOCATION THROUGHOUT -- PER DETAIL / KITCHEN AT ALL WALL5 - - 7 WF1 WF3 'VF2 WFl �oPs: __LfTE Tor: FOPM A BIA� 60OMEWG1 PG ' i SHE - _ _ AND EQUIPMENT BA5E5 EPEM . ED f H 5 ET — LINE OF �-___ - - - - ......-- -- --- - - ---- --1 Z LOWERED6A5E5: bl_AGK 0 _ 5OFF I T --- -- � ,, WALL FI11151IE5 t TREATMENT5: II WF3 I WF2 WFI I WGI LPI - DINING ROOM: I I I I Y��I _.__._. .____— �'hA�jC RAIL: GQRINi - S .RA 61 JE�Nt� 2 W/ �EQ W�2 _ TUD WALL GAP: C IAN EFPA 6LAU:JEWEL -___ _^_-WAL -WALL WAINSGGT: FRP WHITE 1130-TOP 60RDE9 LNAHM! WN,I COVERING: PAIN - W1L 1 ITE SEMI-GLOSS _ - __- - --- ---- =Lr- - ----- --- ---- // --- _ WWf:_2 -. _ -_—__-_ L 5HEWw � _ __ J-AT_x_.94 wH11E RED_�tAP.lv11EMM GNMAIf.I. 0 6 FT.: FRP WHI1E�l,EIL! \< WF4 ��ITU-IIEN GOOLEK WALL 1W5T04ER YIEWL OR Q9ILTE0 5EE WINDOW P ION: FKf 1130 WHITE W/ MAP+LITE A!`0'rE G44 Kw DETAIL TH15 5HEET WF5' KITCHEN OOLERWALL. (PEDAWIt,,G): 207 GREYDUILDINS = IN15HE5 PR SCALE 1/4WF6 Wivow5 5IL.5: L/TCO 2x2tAJW - ROND41+ WHITENDII, BLAcKGe3 j ' f - RE5IROOM5: FT2 _ _-FIELD: INGEPA R G15�Y 6" x 8" IVERrICLc) AT4 COLOR: FI_V m 0 AT4 - -_-__-- BQAR_ fr,__DOODLE Kow - LAX0 NUAWE �jLTEP.N %* CaOK5: RED. 4LT4L WHITE;`SILI�IfJ 4'-0" 30- - &ROUT_WHITE-WHITE ILI- q s WC2 SLI PAINTED 5UKFACE5: O _FTI KITUIEN: 1)_ OVE F10 I�TO ENING 0 DRIVE BJJ015 FFIT 5W 1`I WH!TE SEAR -GL055 20 �„ _— _ PZ2 2) OFFICE Boo c 5ET DOOR AFD FKAME: _— _/, _ 5 1/2" 5' -4" 5 1/2' 7.—_2" 1 —._ r�— Dm: P&Ati+.�vAm_6 _5_L"49 r _c,_9 P.Ev F T 2 n O - _ - _� - - FP2_1 .AME_&_K FALI vLl WFI —Y� _- _ PT --- -- 3) .GEIL1%, tSACK OF 5OFFIT, Of"FIGE: 5IEamAN WII_u&yS I W(_2 W(,2 KIN X LUIOU5E WHITE 5EMI-GL055 LATEX ENAMEL 7- �� --- - z Q FTI _ �' �' - - -`-- © PT - DRIVE-"1U/5T0KE ROOM: WALL5 ( CEILINGS - 5W-1900 5EMI-GLO55 LATEX ENAMEL cy PT1 _-_- - RESTR0ow II _ EILI 5 W I V 5EA�GL LATEX ENAMEL P12 .. 2) DOOK: P/LAM NEyJ RMAR 5-1 49T cNLjo. KEy FRAME: 6L.AGK PAINT AT3 2° lT_TS_II__ r i:a.il-__ _ --- - - & OUT _ PTI _-_ DINING ROOM OFFIT: I UFDESa IDE-' __5W 1`l�) SEMI•-&1.055 LATEX �L HF1 PTI 2) FRONT FACE: 5W 1900 SEMI-GL055 LATEX ENAMEL TILE SILL FTI/ ELEVATION Ayl JUKEDOX SEC,TIUN W-E —31TR5TY�IA_Rrs 2 - F1�15�K11 6RIrE Kr G �l 8 3/44 X 11/2 5CAI_E 1/4" = 1'-0" 5CALE 1/2 - I 0_ W�8 4) RED 5TKIPE ABOVE TRIM - Gt.Q�S - I TAFE 1�E51 f\00M DET�JL GORIAN GAP SCALE I'=i' -O" W/ RELIEF 3. GABINETKY ITEM5: gJ . __ -_--_-_ FOR WAIN5GOT -_--__--� 8.,--- _ _- - FRONT G0VNTER - EIXE: _ 3 5TAGK T_MOLD _� RED-ITOTAL EOGE FE�w: 3 5/61 EG2 1 „ 7I LF' --__ __ � LAUINART 2622-5 FERO 5- SLI; FINI5;1 5 1/2 5 1/2 WG— Lr �_ TOE• _�'rI�SONnRt FEA�L ox�oRo 4225- 6'—4, [ETTILE 5EGTION I SECTION 2 - -- - 60 _ �._�__ _ LP5 �GusTOMER c RINK STATIOIJ pIE�14EVAMAR MR6-2T cHAKcoA. / — — DooRS NEv mg 5-I-49 T CARMEN Kw GOP IAN WFI 2_ VERTIGLE NEMMAR MP,b_2T_c{u1�t,��A1�r_LFAr_ ,INC GAP N � AGG AGG wF�l -- -- � k�.�I�S'•__W�i11T= ED ,+ AGCY — ACG I LOP: STAItI E55._ 5TEEL -_._- DRIVE THRU GA51419 5T6ND - FRONT: W11.5L-WT FEARL o)TORD 4225-(,0 /• - - -_..___ --___-- LP6 sFIJ�S-HrOF EDGE: NEVAI.UR GARAEN KED si-��T ---- _ --- - ---- ----- --- _., LP2 _ _._ - EALING DAR:_._TOP: � NGo FoRMIcn 18iA �ooMER.nr� __ _ _—_ � 1_. ... .. _ DG : RED T -MoL) =A(,C, c FINI5HED FTI 5E(,I" I UPJ 2 _L� ----�._�E c,o>�n�rER:rRONr�roF• WIL50NART FE ARL oxloRD 4?i5�61� LP6 ---_-. - _sl'u5F♦ EDGE �IEV(1�IAR &MAFN KFD 51_4�T WALL 5GALE 1/2" : 1 -0" ---- T•�F' . I'--/A 1-_ 'VV C�0 D PLAN VIEW _. S(,AI_E 1/4" - I' >�" :�I�r-r N �:EVIs�L�D C✓ T A I L A 1 W I N D O W S THIS rl AN ISA �F.NFpAI Ar+RArIGFJ.f'xNT F.fJAC VERT T AtA] FI7 HEJ POR T11E I ,. E1._ c TKI pP 1pur erV'i11e TTIM PE-TF. I L ` G(kJTPALTORS. ALL MFASUREAENTS ARE TO DE VERIFIED ON THE I'LL IW,. ELELTRIGAL ANJ Vert OUtLET5 HAVF. BE04 LOCATED AS ACdA)RA1EI.V AS fOS5115LE AND ARF INfFJJDP.LJ 10 g ' /7{ SCALE 3�4„ = I'-r' SUIT ,(.k7ENT TO ISE SU1011_11. 1�►6�i� �� U��er SCALE 31 -I -�J' A WE AGfFyr NO RESYONSIDILIIr POR WORK I�prE by SAIn GONTRAGTORs, Ara WILL Not DF AGG DENO I ES CARR IER - FREE SEATING `sL ERER nuc-TRfrx ANY F. is r�suMADE es lor±FoiARuwN%LO EvDi1Un�rr"� 'o`"�n1e r Ey; 6 OF 55 5EAT5 PARR IER -FREE OR FOR ANT RFASON FOOD SERVICE EQUIPMENT cORTKAGTORS ARE TO MATE ALLOWAWF5 r0K ALL rLMING TRIM, VALVES. TRAP5, MAGNEt7G DESIGN & MANUFACTURING I60��3�7'118�. 6 �QOn08 Ferry Rd Upper -0225. Ferry 5- 15650 GONTAGTORS AND DISCCOTWGTS, STARTING 5WITCME5, ETC. EXCEPT WHERE 140TED IN SPEf.IFIGATIONS, FAX Tigard, Oregon 8UP 95-0215. MEC F 71 THIS THIS PLAN M15T ME VERIFIED AD A'PROVED FFM Df.TAIL ACJ PCX*H-IN PLANS CAN M MAD! BIJP 95-0263 �e uF�+ 2.34 NW. Fifth Ave. OF 11 � 8 71115 PLAN 15 THF FR Or 15 N or KA EM FIx�G SERVICE F.puirmno AND 15 LOANED 5UD.IEGT TO (503)274-9764 THE GONJITION THAI If IS NOT TO ISE WNW. REIRODUGED OR DI.'TRIfSVTED FI71*1 IN WHOLE OR IN r � �� rART, WITHOUT N•ERMIS5ION, AID 15 NOT TO AE USED IN ANY WAY DETRIMENIAL TO 11! CE5T PORTLAND, OR 97209 FIN15H DETAIL-5 JIA..Y a M94 SC.ALF: 1/4 1'-0• C,ARKEI L Wt"f•,ia nr „r rrnV01Y JUN 1 9 1995 MICROFILMED II I � III � I I � III I I � III I I � IIIII lilllI IIlII I III ( ( lllli I III � I I I � IIIII I ill � l ( 111111 �— I GLAM 41 MARE IN CHINA IN •I �>r (-, I ION 4 RFINFOKGE[� WALL FLA5100 WALL DAGKING 2'-11 SECTION I DY GENERAL..._--_-GENERAL..._--_- - .0 CONTRACTOR 5fC1 _j Oe 5EC1 ION 3 —o- V_ 1/2* 5/5� ?"Ct) re - ',7)E(,I'ION 2 0 < j5" ------- Z7 D V- z 5E,' 'rION 5 00) 1 f. C)(,() C) —SPOT WELD AND 10� - 'TRIM A5 NEEDED 515 Ry rAc? :7 f !f)" m 10' STA S C14 r 1/4" 5/5 ROD 3 V2'* OP LASE ON STA 1" 1 YP K AL-,- 3 17LAGE5 co 4 L 13UPOER 5T _::� . -,- 0 N.- - TRAY LOCK 4 t 5A . 0 1; 1 I r-- FIN1511FP z 10 WALL OF fq CN rKF-EzER 7 J, 2" 17 3/4 -I 1/2" 2" 2"" u 1 3'-2" 1/2" F 1 2 r C) �_ 1 1/2 - 27 1/6" 3'-5" 2=11' " f- f-6" J\J 1'-610 J 1 4'-9" A5 REV 3/4. 10.- GUTI_ouj, 5 -3" A I Oi E- KY WAKMEK FP\YEK C)TATION '- 1 [,1 1 ' 5 AND FKEF. AFr. C-)F\ ILL 5TA I El E 4 5ECTION b 5-3" FIELD VERIFY 50-4" 2 -8 HEAT LAMP R ENCL05I1RF 4'-6" C14 16 AND 5HELF 6-91 FIELD VERIFY 15" DEEP TIMER 14' 2" LONG 1/4" DIA, CAD!NET5 3'- 3.=5'___ 17 DGO 5 1/2" WIDE- 18 &A. 5/5 18" DEEP 21 AJt— - 5/5 ROD TO PIN '5HE 1 — N I---- - ._ - 12" LF 4, , L L 6KEA5E DEFLECTOR C) LPI C-I __ Y_ 1/2 'C14 _t DEEP -771 HEAT LAMI`5-�� OVEN TO COUNTER LPI r _j LF6 L ) 3 V22" 25" WGI 77— lWHITE Llt,ER CHROME WIRE PULL5 EL INTERIORS co t TRIM 3, ......- J3 1/2' WALL A5 GOOLIN& RAGK5 i 114 r) 15" X 13" UMP IM TO 05 A R L IF REQUIRED o zt I WF21 wri],;;�-4— 2 4 C)EE P 21 cn 0 5EE 11sk __! cn O -- L I I DE5K TOP cn PIN 15AC7 DIVIDERS IJ [PT I KADISTANCES A5 "WN DETAIL I SUPPORT A5 LL= REQUIRED 71 L 1/9 51ZE PAN 2' 6" 36 - RANGE YC- UARD 22" Ll-�Ll 112""11 I 1/2' r AND CUT OUT TANKS FOR VERIFY W" 14 0 FOR KETG:IUP SHOWN OWNER 15" DEEP �It 17 3,; 4 131/2" 4' HOOD5 DEYOND ----------It- DISPENSER CUT-Oulf" 4'-Y FIELD VERIFY rjKILL 51-ATION DAC7 WATION (-)KILL _5HELF OVEN / SAFE OFFICE I)E5r\, , SAFE / C.AD INEET Eb E / Eb E 110 .d W(,l WAR-15COT TRIM 3'-5" WU LINE OF LOWERED 5OFFIT FIN15HED CFILINC7 WF2 5tc,I I U14 9 SECTION 6 5E(,TION 10 _1000 SECTION 7 EO RLMOVAf5LE AGGE55 H'I PANEL5 OPEN TO ---FT711 WF2 =773 I-F TOP FACE LPI CHA5E - TYFIGAI 5EGTION 11 36" 000 000 LF6 17 3/4" '-3 I/Y 20"it 2' 1/4"d'0" 5/5 1" LPI 46" A.F.F. IWGil TMI umm - - -- 36" Iti Mm. CLEAR A'. 4" L t 1\ ____ q ) CA C00--L= —:3 (4= E="A LPI REC-15TER '5 Y5 T E M 0 :I--- - I - -7 0 30 .... CN > < LP5 WHITE - - I 'At _.. _ ICq =[� C_� L-_ 0 3 FEET OF c 5 FLA5111 & .......... I — 5/5 FLA5111 _- --� __ __ 1� it All .,IZ IOK FAGE5 WHITE GANNET LINER , L 114ER ALL IINFER 3/4" 1 1/2"j, 1 112 1 6" 1 112 3/4" f_0" 3 3/4"--- �_,A5 REQ A5 REQ'D 3 314" - EQUAL A13LE 2'-7" WALL FLA5HINC-1 KEMOV 21-0" & 27" MIN. 6341-+ Ib 1/4" 41" '23 112"+> GANT ILEVER DA5E nr 16 ALTERNATE LOCAT ON 64, ACGE55 CLEAR 15 -6" FIELD VERIFY REQUIRED FOR UNIT PEP, PANEL 9 4/ - 30" EA. WINDOW5 EQUIPMENT SPECS I 14' FIELD VERIFY F�FVEKK)E STATION [_7RONT C'OUN-TEK / DEW-KAH F I CK __ UF 3 51MILAK AT f.2,0111 ',N:!IP�Owc, .- THIS PLAN 15 A KJ417M. ARRANGEMENT OF F.GUIrWENT AND FIXTVrE5 FOR THE C-ONVENICKIF OF r,ONIKAC,TL')R5. AU- WMVEW.NT5 ARE To WE VERIFIED ON THE JM, FLLWING, ELEC.TKI(AL. AND VENT OUILV5 HAVE 5M LOCATED AS ACGURAIELY As rossIDLE AND ARE INTENIM) TO BurgerVille SUIT EouiwNT 10 M 5L)FrLIEr). WE AC.(.ErT No itwm'1151LIrY FOR WOKr PONE 15Y SAID U)NMAGIOK5, AA) WILL NOT 15C L ERER 15650 .13W' TTvper LIADLE FOR ANY EXPEIM FOR r,HAWE5 MADE NEC.E55AKY 15Y LOCAL 15L)ILDIWI GOOE5, ORDIN1,0. ,,o 04 r 5TFtUC,TLR& WC-11TION5 OR 15Y TI+_ "51IMNON CAP, CAtANGES IN EQuIrmm 5� WN T) MAN, UvroT Fe,'y Rd. 15650 OR FOR ANY REASOR FOOD SERVICE EQuimt.x [50312274161 Boones Ferry Rd Up 9Mr2p;s MqEC 95-o178 C.ONTKArTOKS ARE TO MAKE ALLOWANCES FOP, A[- rLUM5INC, IKK VALVES, TRAM MAGWrIG DESIGN & NIANUFACIURING B AIV DISCONNECTS, 5rARTIW, SMICAIES, ETC- EXCEPT WHERE. NOTED IN ,mc.IrIcA1IOf6. Ijp 95-0231 59 OF 71 a THIS FLAN IJUI-T ISE VERIFIED AND ArrPOVFP MrORF DETAIL AND ROUGH-IN FLANS GAN IW. MAGE FAX OF 11 Tigard, Oregon THIS MAN 15 THE IFIROPERtT OF KAwwm rox.) mmGE EQUIPMENT ANID 15 LOAtrD 5kk$,1E(,T TO 234 NW. Fifth Ave, (503)274--9, 64 CONDI710N ION THAT I T 15 NOT TO ISE COPIED, WFOOMFO IK r)15 TK LAW EC) FITTER Ot ME a I I IN W 0 E OR IN PART, winom RKMIS51014, AND 15 NOT TO ISE MM IN ANY WAY DETRIMENTAL TO Tit" "sr f"ORTILA110, OR 97209 1 (PUIME141 ELEVATICAL3 A-L) 1�, IN-1 15LALE: 11"" UAK ,CLL INTERE515 OF THE COMPANY, IE-684 JUN 1 2 '()95 MICROFILMED I ( � � 11111111ijillillill Jill I KIM- (via 4MADE Mi CHNA IN 161 �"" L 11 1 4 u 7 L (i ___a4 '- Ell ,v 3 I!2" P I Tca 1 GU f FE K TO 1 1/4" UP OF DIVIUFP ._ _ UT-C:IJ51L P,A(,r. - 2" X 1/4" 5QUARL TUE�ING AN 5/5 FLAT EAP. W/ 5/5 1 r A�,.r:.F:SS f ANEI.�- -- I, ��„ - �'�.., � d _ GREASE CONTAINER _- 1/4" 5/5 ROD 3'- 112" FIOOK.5 VEKIFY HOOK. UTA. Irl _.__. FOP, 5PEGIAL UTEN51L5 _ .. 51-IFI_F 5UPPOKT „ 1 o d 1 5HELVE5 --' MIGROW6VE �-= 7� _— r , _. . 1 =,�. _ 3/4 (OR 51MI1._AR,I WALL1 - --- --� - EAGKING WHERE 2" _ I _. __— �.�r., REQUIRED EY G.G. - - ! ! � / 2" .1 17 VAftE PERFORATED . - 04 ; _. HFA7 LAMP �? 2" - - I ' -- 1/4 ALUM. PLATE TRIVET �4\� __._ ~� W/ 5TRIP HEPTFRS - CN - W/ TRIVET FULL 51 ZE WARMING I 5 PAN I DRAWER ` ` ., GUUfJfF:P. TOP 1 1 I 1 I /5 FLASHING r _ c+ 3ONDED TO 1/4' _ -____ ` �- -- v- 27 - ` ' 5TKIP [CATER5 -� = TKAN5ITE EOARD ��, - N ._ _cN 1 ,�- 1/4" 5/5 BAP. 1', 1 _ R,e�l Q F;f�l �' UIVIDEP, STAYS 4 2 1/2""N �, - _-3' -0" , :0„ - 2 1/2" _ 5ECT I CSN 1 SECT 1 ON 2 SIEC, - �' = �- - S C 1� ION SCC,TION 1 SECTION 5 -� -� 5C,ALE 3/4 I -0 5GALE 3/4' - 1'-0" 5GALE 3/4 1'-0" 5GAL--E 3/4" - 1' --0" 5GALE 3/4" = 1'-0' 1'_2„ l L- 1 5( ALE 1 1/2" 1'-0* 245 I 500A D15PEN5ER 5EE DETAIL AT RIGHT x-3/4" „ 241 X 12"W X 910 LP4 I 3% IN5ULATEO„ 5YKUP ° _ �_ LPI ` � 12 �_ 7 RAIL WITH I DRAIN _ _ 16' GA. 5/5 TOP 10 � p ;o — .I` CLEAR ------"5EAL TOP TO GAEINET - -__ 8 o ` r � __._ - ._- - -y 4 V2 1 314„ PENETKA TE WALL_ 6 u - -� - - LPl 5PLA5H AND FRONT - -- AND TRIM HOLE -_. _._ - LP5 1„ ---- FUR, 50DA , � ~_ � x LP6 TOP __-- -. l f 1 LINES AS READ MAINFOLD--`-' -q — N u? 'NI i I fE GAD 114ET ` r I -rJ i d _ r� _-- -,- -J I `�' PENETRATE GADINE1 LINER - -- --- _ _- o �WH�7E v- A5 REQUIRED FOR REI __ -_� UTILITIE5 AND - \� IF LINER r-J�-- - --- --- --- - 501DA L_INE5 - C'N 3 -2"__ 12.. RPI R.EI 3 = WHITE G EINET 1, �' II GUT EA5E FUR LINER REI I-3, IO l_ �f �n - - - -* FLOOR SINK �.1 A5 REQUIRED 3 3'-5„ 1 3/4" 5ECTION 6 5ECTION 7 5ECT ION 8 5ECT1 N q Dp � I N _T 0 U Cu DETAIL 5GALE 3/4 1 -0 5GALE 3/a" 1'-0" 5GALE 3/4' 1'-0" 5GALE 3/4O 1 -0 „ 5GALE 3/4" IA" 0 _ 24" i 1 12" 7 1/2' t — 1--&L-1147 MIN. GLEAR F, THIS PLAN 15 A GL WA APMENT5FA OF EpuIPMENT AND r1xrm 5 FOP TIIF GONVENIEIY�F or it 5HEE1 # REV1°ED ✓ urgVr 111e DETAIL A T XKUf r'` Q I AND VENTOOU ALL MfVE CIEEN L ARE TO DE VERIFIED A ro ,lop, FfV ARC ELECTRICAL, n I I \ ' 1 AND VENT oUtlE15 HAVE DEEN LOGAIED AS AGUMAtELT AS POSSIDLE AND ARF INIENL�ED TO t O SUIT ,CEriQfT TO 5rf%F 55irgIETJ. 15650 6W Upper S�iAL[ I/2 I''li✓ LI ACCEPT NO MENS SIDILITY FOR WORK DONE DY SAID JUL 5R GtoRs, AFD WILL 1101 eE LIlDLE FOR ANY E)OENSE FOR L ERER U -E5 MADE: NEGF55ARY DY LOCAL DUILVING GOIJES, ORDINAW.E5, 5TP.UC,"AL GONDITIUNS Olt DY ME S11D511P1110N OR UW*ES IN FOIJIMENT SHOWN ON Ttr PLM", 8 OR FOP P.ATO REASON FOOD &SERVICE EQUIPMENT 15081227.1161 BQQnes Ferry Rd GONtGTOR.S ARE TO MAKE ALLOWANCES FOR A11 PLUMrt►w TRIM, VALVES, 1*.Ars, MA�TIG DESIGN MANUFACTURING 1 T CONTACTORS .4p DISCONNECTS, S1AP.TING SW'TUIFS, ETC, EXGErT WHERE NOTED IN 5P[GIFIGA,IONS. f �•v �� Tigard, Oregon IMUPP9 -0225, Ferry ,, T5650 MIS PLAN WU51 IW VERIFIED AND ArMOVT:D DFTOPE DETAIL AND ROUGH-IN PLANS CAN DE MADE A/` iTUP 61.0225. MEC,g�,r,;�g 7.34 NW. F-� th Ave. F`II1P 95-0283 60 OF 71 THIS PLAN 15 THE PROPFKTY Or KALJ15"EK FOOD 5eKVIGE FoUl"A Ni W Pi LOANED SUDJEf.T TO (5 3)274-9764 ARYHE . WIIHMJVITION TrFK IT 15 NOT 10 DE COPIED, REfR 5FT) D OR DISTRIDIITED EI"A IN TIP. OR IN PORTLAND OR 97209 EQUIPMENT 5EGTION5 .u'l 12, 119 PART. WI1Ti0V1 PERMISSION. Nb IS NOT TU E IISFD IN ANY WAY DEIRIMFT"'AL 10 11E DE51 r IWFPF5TS OF Tlf (gA1'ANT. .SUN 1 .9 ,1195 MICROFILMED 11111111 11111 , 11111 11111111 1111111 111I1 111111 11111 1 11111 11111111 I , II , i I � 111 � 11 1 FIM- � 4HADE N CHNIA ,N 1 + 1' AN&U IRON LF I FOK 5L)rPOK I IMI IMI 3 314" '---_ ------- FIN 15HED CEILING _ 1 V,l i I TE ' `v _ _ I.OWEP,EG SOFF 1 r -— WH I l'E - �AP!►JET'"r �w LPI � �:: . CAaINE1� ' 1.-INf.k , =� = -- ---- -- - -__._ - � - - - ---_ _ - ----- --_____--- L I NCR _-- - ----- -- •.� : � / MENU 60ARD 6Y 13URGERVILLE �•' RSI F r I � R61 - VERIFY HEIGHr OF FI1`415HED WALL - --- �•- =T -- �- ECTION 10 jE;CTION 11 WG2 i 5EC1- I0N 11 SECT I ON 10 TMl — C� TMI TT LPI I_P TOP FACE L= I ~ DADO A5 REQUIRED WFI LP7 PLYWOOD I CON5TRUCTION r---------- FTI _ EDC-7E DE^T A I LK IPEI T I �► NO SCALE TM1 ETI I`I I DADO A5 [ �l REQUIRED I K ON i COUNTEF PI_YWOOD WFl CONSTRUCTION I 1-o" A.F.F. STUB WALL � -- __._._— _______ ----_.—________-_ —_-- ---�_.__._.--.______..__ _ C•OtJSTP,UCT ION 'v-by G.C. DETAIL 5ECTION 12� DOE NCLE)FTI FULL 51ZED 164, 1, r=INI5HED FLOOR —-- — -- -- -__ __—�._- ___ ---____ _ -- SE.0-TION 12 - REGCE55 „ GLl J-E50X 1/2 _ I J 13OX 1/2" GLI DEI.OW - F11 L/11-2 /r � ] 1r f f Ir rfi /r l l lrF�i ¢5UR1 , �E z s s s ss s s s s s s s s s s s s d s s SURFACE J � / /r lr /i /i / f E / f /i Pq Ir �r r � f /r �-c�ao�� -x-12 �� . E �� s s 1 s s �s �f A El- s_ � _ ____ ___ _ __ __ ___ __ _ c�ac� � � ____ __ __ � oc� i� �-- i], z\ N I z\ ---- - -----__ — - - ___ ___ _—_- — ---- - ,ms s �s �s RE _ — — -" WFI �- c �� c= _ F �_T —JL T � FD � _ -1-L _ 11 Fr1 EAT I N() COUNTED. / D I U I DEQ rl FTI THIS rLAN 15 A GFlFW-A ARRANGER A OF 1?pIJIPARIF AND FIXTURES FOR 111E GONEELEC.T_I Gr 51-IF-ET # RGVI ED e e GONtRAG10R5. ALL A(F.A5UtE1�'NI5 ARE t0 DME VERIFIER ON TIE JOlS. PLUADING, ELEGTP,I(AL, AND VENT OMITTETS HAVE DEEM LOCATFL.) AS AGGLIRATFLY AS P05515L.E AND ARE INTMMED TO SUI? Fpl11I'AFNT TO DE SL171 l[D, I WE ACCEPT NO RESroNSIDILITY FOR WORK DOLE DY SAID GCXJTRAGTORS, AnC> WILL NOT DE 16660 SVi� Upper Geer 8�r rar F LBERER LIALtiLE p0� ANY EXPENSE. FOR CHANGES MADE NEGESSAIY D1 LOCAL DULDING �p�5, ORDINANCES, BUJP BI.O?; 95-,,7,o50 5TRUCi11R/1L CONDITIONS OR DY TIE SUBSTITUTION OK CIWNGES IN FOUIILIAflTf SNDNIM ON TTf PLAN, SUP 95-6",3 ;T OF 71OF FOR ANY RFJISON FOOD SERVICE EQUIPMENT 9 CONTRAGTOKS AP•' TO MAKE ALLOWANCES POR All rLUMDING TRIM, VALVES. IRAP5. MAGLIFMIG DESIGN & MANUFACTURING 16081227-1181 Boonee Ferry Rd CONTACTORS Alb 015CONNECIS, 51ARTING SWIMCJES, ETC. ETTGErT WIIFRF NOTED IN SPF.GIrICA110N', Till$ PLAN MUST BF VFRIFIFD AND APPROVED 5170PE VETAIL AND ROUc,H-IN PLANS CAN DE MADE. 234 NW. Fifth AveFAX O� Tigard, Oregon 1`1115 PLAN 15 THE PROPERTY Or KALDFRER FC M) 5ERVICE rVIPMENT AND 15 LOANED ".E .CT TO (503)274-9764 TME CONDIMION "t IT 15 NOT TO I5F GOPIEP RO'RO[x10ED OR 015TRIDUtEV Fillut IN WHOIE OR IN PART, WITHOUT PEKMIr510N, AND 15 NOT TO DE USFD IN ANY WAY DETRIMFNTAL TO TME BFSr PORTLAND OR 9720 ,.,• 'T .� �,�, ,,, •+_....,,,,_ uneetert rs- �t r urs r A411 1 lVr)PK M-wr All nn v ,•� ,nA1 �' 1. - �• •� • .JUN l 1 '995 111111 11111 V III 1111111 V III M111CR0IFI .MIED II I V III11111111 111111 1111111.' I - � 4MADE IN CHINA IN 1 1 1 1. 6" DIA. f'VC WITH MIN. 24" RADIU5 6END5 —510-UP EACH END VERIFY W1PURVEYOR 54 Lq a 1� __ ------ -� cv +� 7/ 35" 35" 3 - �_�' ----- -------------------- ;o w d, 74 55 �l ►— I 24' 41 ,� --- (6 4cn - -- ---- I 1--- i�� 022 12 I1 - i co -9 - 21'- 2„ i- Qo 4_ VERIFY, LOCATION ` 0 (10-1 : OF GORE DRILL. 5TUf3-UP T-FLEX -� I PRIOR TO DRILLING 42 43 44 - -- -- -Q Ll 4 54 :co 60 51 58 -- ..._Cj - - I i_ c -T 21'-6 V2" 7 3/4" 1`7 35 35' Iq —O — 0------t — NOTE5: 1. ALL DIMEN51ON5 511OWN ARE TO CENTER OF P05T5. ?, IN5TALA1ION TO DE IN 50L10 GORE CONCRETE DUE TO GROUT - IN FLOOR MOUNTIN& 4" DEEP. 3. 0U5TOMER TO VERIFY ALL WALL PIMENDION5 4 DEFORE f3E61NNIN6 DRILLING. 3" GLIA. FOc'-T5 REQUIRE 4" DIA, GORE HOLE ;x;44 IHI5 rL.AN 15 A SFIIFFAL. ARRAf C-rMFNT OF FQUIPMCNT AND f IXTUP.C5 FOP. 1W CONVENIFJJGF_ Of -- i w 15EC� ^* M T -i GONTKAGT()P.5. ALL WM"ORMETNT5 ARE TO HE VERIFIED Oil 1IIE 1015. IL.IACING, ELEGTRIC.AL, —�___ �__.._,..�.—•,_ BurfA9 g v AND VENT OU1I CTS HAVE DEEN LOGATF0 AS AGGUR.ATFLY A5 POSSIDLE AND ARE INTMVM 10 SUIT EQUIPMENT 10 GE 5LIrTLIED. WE ACCEPT NO Kr5roNSIDILITY FOR WORK [70TNE DY SAID CANTRAC,TORS, AND WILL NOT DF mALBERER �,�j �")0 Upper Uprer 800—n Fe Rd. 15650 L-IADt E FOR ANY MEW FOR (+IAW,C5 MADE 1EGE55AKY DY LOCAL DUIL01% CODES, ORDINANCES, j ET'JP 9"225 MEC 95-01 IS 5TRlX,TJRAL GOICHION5 OR DY TIE 50DSTITU11ION OR GRANGES IN EQUIFMFYT SHUWN ON 1TE PLAN, 10 fdi1P 95-02033 e2 OF 7I OR FOR ANY REASON FOOD SERVICE Er3UIF MEAT 6031227-1161 Boone$ Ferry Rd GONTRAGTORS ARE TO MAKE ALT.Ov!ANGES FOR ALL YIUMDING TPIM, VALVES. TRAM MAGNETIC, DESIGN do MANUF'ACIURING GONTAGTORS AIV DISCONNECTS, 5TARTINu jW110E5, ETC. EXGF:Y1 WHFKE NOTED IN 5REGIFIGATIONS _ TH15 PIAN MU5T DF VERIFIED AIV APPP.OVED DFFORF DETAIL AND Ro1IG11-IN 1 LANs GAN DE WIDE. _ FAX OF 11 Tigard, Oregon i THI5 MAW 15 1FE PROPERTY OF KALDF.FER FOOD 5ERVIGE FQI,IMVff AND 15 LOANED 5116,JEGT 10 234 NW, Fifth Ave. (503)274-9764 - —_ --� I'm GaNDITION THAT IT 15 NOT TO 1x COPIED, KEPROPL"O OR D15TKIDUIED FITTER IN MOZ OR IN PORTLAND, 0 R 97209 �, S Q PART, WITTIDUT PERMISSION, AND 15 NOT TO DE U5ED IN ANY WAY DETRIAENIAL TO 1TE DE5I FLOOK PENETKAI J. .RJLI 12, IT1.1 `1l,ALE: I/A" LAKKF INTFRFS••5 CIF 1T! rMCANY. .JINN 19, 1`195 MICROFILMED 1111101111f 111111 I I1I11 IPS11R— CAAM 4MADS LIN CHINA IN •I I" �luql r. ( J k' I _ _ �..r. J ■ I " __ - --- T ASI -� OE LT �T Wwfl i L 'I } --- i - IIjQSTI TI ATI ( 'A 1 AT _ - ITiI 9-1 11- - A ATI T - AT Ai A 1 _ T Off . _ I II TI _ 1 V — I Ai _ 1 — A 1 ATI I I AT ATI T A I _ T - I I - - I I (� ,r- _ _ - - - - - -- i r u --- I / - 11 T - _ -' `�- � \v/ I I AT AT ATI _ All _ Ail TI •—_ _-� r -J _- ._. _ - -.- - - - - 7 `\ I nr ATI it ii nil A AT AP _ - - AT ! WEI- - ATI AT TI Al 71 T - - ATI A , I T T A ATI A A I - Al ATI AT - - - -17 _ I - ----- - - - - I AT Eff AT AT T1 AT TI ATI TI A �_ -- — ----____�' _ ATI AT A At TI TI TI A11 :Aft AT ATI - - - Ll ATI AT, TI AT _ -ATI ATI Aft - - -- I I I 1------ _ T — - - - I AT — - T AT AT — 1 TiA Ail - - A 1 - A11 A i TI 11 ATI l� ATI _ Atl I ACI— Aii ATI-- - -- TI - --- -- - t nT An i TILE 5(�HEDULE F LOORM: -FIELD 1 ILE: CK055VILLE (S X61 COLOR: A825 MFPGUP)' &KOUT: LATIr-REiE #545 FRENCH CYREY i Pi },4 ALJ _____L.P�055YI1-LE--A�$.�---01�1'CX - eLAC�F�J�LPkf��AY�1G Tliorl Ml 15 A crFWFAL ARKANGFIAFNT OF F.pUIrW_1JT AND FIXiURFS FOR TIIE CONVOIlE1IGE or 1 IEET i PFV 15EC? r Ci r V 1 �i CONTRJAC1oP,5. ALL MEASUP.F01115 ARE TO NE VERIFIED ON 11E JOP,, PLLIMDIN(, ELEGiRI(•AL, - NO VENT OUTI-E15 KAVr.. DEEN I.00AME) AS AGGURATELY AS rowDLF Am) ARE 1mrNPED TO SUIT EQUIPMENT TO DE 5MILIEr. LBERER ^ss WE ACCEPT NO mrot SIDILIIY FOR WORK DONE DY SAID GONTRAGTOKS, AND WILL NOT DF :15050 '9 W Upper per LIADLE FOR ANY EXPENSE FOR CHANGES MADE NECESSAKY DY LOCAL DUILDING CODES, ORDIMNGES, w i STRP CTIIRFOK �COVITION5 OK DY TIE SUD1U 5T1TION OR Ci1MIGF.S IN FQVIPMFNT SHOWN ON nr PLAN. OKFASOR FUUU SERVICE EQUIPMENT i Upper gimes Ferry Rd, 15850 COiTTKAGIOK5 ARE TO MAKE ALLOWANCES FOR ALL rLUMDING TRIM, VALVES. TRAPS, MAGNETIC, DESIGN & MANUFACTURING (6f13]227-1161 �OOneS erry Rd SUP 94.0225. MEC 85.0178 (.OiJTAGTOR.5 AND DISGOIINEGTS, 5TAKTIN6 5WITGNES, ETG. EXGrPT MIME- NOTM IN SPEGIFIGAIIONS. SUP 95 0281 q OF 71 11115 PLAN MUST DE vmIr IED AND Armova) '✓[FORE DETAIL AND ROW I-IN PLANS CAN DE MADE. n 3 4 N 1 A/• Fifth I`y h ^v e, FAX OF 11 Tigard, Oregon THIS PLAN IS IW_ FROrERTY OF KALNIFER. FO,7D SERVICE EQUIPMENT AND 15 LOANED SUDJEGT TO `PORTLA`YND ICI�iR !`97209 (503)274-9764 ;---- ---- - 1AK CONATION irF IT IS NOT TO DF COPIED. REPRODUCED dt DISTRIDUiED Elf}ER IN N1110LE OR IN JE-684 PART, WITEi0l11 PFJLMISSIDN, AND 15 II01 10 DE U1,M IN ANY WAY DETKIMFIITAL 10 TIE DE51 r 1 ILE L-A) LU I JULI 1), 1' 1'; A�L: 1,•� � 1�.�.L INTFREST5 OF TIE GOWIANY. JUN 111995 MICROFILMED 11111 i 11111 i 11111i 11111 i 111111 i � IIII � � IIiII 1 tmt OLm 4MADE IN CHINA IN . I CFIA°300 ,41 r GFM=3tJp (;, %71f�67) 1200 (,FM U S 102` GT 1A � DU<","f A(r.EA=CEPA/VELOGIT f DUG T AKEA•GF1.1/VEL0CITY DA = 1200 / 2057 L DA • 1025/ 1943 Q DFl °C'.58333 SQ F1' DA =0.5277 5Q f-T 0.58333X144 = 905Q IIJ = 0.5277X144 = 76 SQ i'i 84 = 12" X 7" DUET 76 = 9" X87/16DTPAI151TION -- MAKE - UP AIR = 1200 IJGT Y. .80 cv PAAr - UP A I P • 1025 X 80 - MAKE - UP AIR = 960 GFM PAAY,E - UP AIR , 620 GFM 10' -0" MIN. TO ADJACENT DUILDING5 PROPERTY LINES, AND AIR INTAKE5 10' -O" MIN. -TO ADJACENT 6UILDING5 PROPERTY LINES, AND AIR INTAt:ES 2'-7 5/6"_ CE GOOK GREA5E TFY..MINATOK 2" X 6" 14 GAUGE \ GALV. CHANNEL F'AN— SUPPORT CURD J DY GEN. GONT'R _ PLAN VIEW AT FRYER5 FLASHING DY G.G WEATHER PROTECTED OPENING j 5GALE 1/2" I'-0" 7 FOR AIR GIKGULATION COOKPIANO LPV 120 HINGE ROOFING MATERIAL - - -- --- l 1 1 6Y OTHERS F-1 2" X 6" 14 GAUGES 1 1 -- GALV. CHANNEL FAt� 1 — ------ -- SUPPOP.T CURD �1 F II-- f I I BY GEN. CONT'K \ Z -- ..--- ---- - I FLASHING 0Y G.Y. �x � m 12" X 7" DUCT WITH I I ROOFING MATERIAL _ WEATHER PROTECTED OPENING AGGE55115LE GLEAN-OUTS — _ 6Y OTHERS FOR AIR GIP.GULATION A5 REQUIRED PER CODE I-_ � -- ----- J J < MI o 0 r— 711 X 4' DUCT TO Vd" 5Q. DUGTTION r- �, OF -'- - GLEAN-OUTS PROVIDED I-HOUR GONETT KOC N x AS REQUIRED TYPE X" SHEET ROCK i-HOUR GONSTRUGTION XII,- A5 X" SHEET ROCK oc ' ON METAL SPUD DUCT O 5HAF PER NFPA 96 ON METAL 5TUO DUCT <I� r� -- — — - --- - - 5HAFT PER NFPA 96 -- — — -- fi — - -- TO KA14GE GUARD 6 -- REMOTE PULL PLAN VIEW AT &R I LL MIN. 5GALE 1/1' 1'-0" FINI5HED CEILING -- DUCT PLENUM NOZZLE AFT -NOZZLE �DENCL0UCT 5UKE U- 12'-2 2'-2° CEILING GL05UP.E PANELS PITCH GUTTER TO 1 1/4" CONNECT P.ANGE 5QUARE TUDING AND GAURD PIPING TO ? > — _ _-- -- FIRE I GREA5E CONTAINER 5Y5TEM CANI5TER, Q DETECTOR REMOTE P1,41 AND AL- WELDED 12 X 7" DUCT CONNECTION RANGE GUARD FIRt CONTROL � 14" � — EQUIPMENT 5HUT-DOWN AT VENTILATOP.. 1200 CFM W / .75 5.P. SYSTEM U.L. EX 6549 AT DUCT "1 - 45, 1 4 DEVICES E CO FLAME GUARD FILTER5 DUCT NOZZLE AKU FILE P.6593 G 1 6546TO FRYERHOOD 0- TIMER AKULFILE R65 3 GUARD CIL#E6R54G — INSTALLATION FQUIPMEN7 NOZZLEI ro�InI�up _ N ` ' PLENUM NOZZLE APPLIANCE ,o EQUIPMENT NOZZLE DETECTOR l b I :r I o [00000 oollno0 oe0000 _ _ = 5/5 FLA5HING _ REMOTE PULL _ — - — _ �60NDED TO V4" -- N VERIFY LOCATION I(�'� TKAN51TE DOARD B — — ° �' INSTALL PER CODE O — ° —LF- —o , oRAPJGE GAURD- _ C � - -- -3'" 0" I — ° AND ROTEGTFIKE 1101N ° 5Y5TEM, IN5TALLED ELEVATION AT FRYER5 5EGTION AT FRYER5 -- PER UI LISTING 5GALE 1/2" 1 -o° ELEVATION AT &KILL o —AT REMOTE LOCATION 5GALE 3/4" f-0" -- — 5GALE I/2" • I'-0" TYPICAL BOTH 51DE5 —32" `)FO-f ION AT OR ILL 5GALE 3/4" • 1'-0" I THIS M1N1 15 A G9 AN.NN0E11+ OF EVIPKNT AND FIX"" fQt-tlC LgM1911F11LE OF -..–._.--•._– . i. I f REVISED � BurgerVille GNUM+,y�p4t�WS•fll� MIr+, ARE r0 BE +'RRI® ON THE JG� NRVlAGM4, 6E4+RIf.N. �►LBERE R L �i wlT eyVY'1Q1+ +O M SVE BEEN LOGA+EP As Acr L1UT&T As rOSSI" ME M+flll'FD +c RANGE GAl1RD ___ 16650 ` W Upper RI''" A ESrry RO 11050 Mt ACI,lT NO M l TILI+T EOR —K OR[ e" SAID WNIKAGr0/J. A'O WI�s, pf BE SUP,Xo225 WC e5-o+re HOOD TO DE MIN. 16 GA 5TAINLE55 NOZZLES, PIPING AND ;; ;,�; ANN A af',E`5u"1111VwKr x wV Ely, M.,Bp I ell. 3UP 0S p2Al ,.a„ 5TEEL WITH ALL WELDED PLENUM AND FIRE DETECTION UNITSOR E� ART Ku+ rooe SERVICE EQUIPMENT [608]287.1181 Roone9 FerryRd DUCT AREA5. 5LOPE 0REA5E TROUGH 1N5TALLED A5 REQ'D r`ONfrARACTOR E.Zo �4 5.Id-L W,Alr E5 FOes FL E'+Nnic 916 T K,,VAL°ETEos' T rc5. ieF'a'n` &1� DESIGN h MANUFACTURING TO REMOVADLE COLLECTION GAN. PER U.L. L15TING EX 5549 THIS ALAN "T x MINI NEI AFICIETI OFFOKE MAE. No KOJSH-Ix rNb 4Ax MRD234 NW. Fifth Ave. FAX pIr( i — Tigard, Oregon THa ruN Is TK KweKn of TO SPARE [ IARrtrc Na IsL0uvc Sw.a4r +0 (503)274-9764 1+[ 4gOInW +RSS r a wr TOK'e1°ryr:w. KanaXRrn c1tJOHNmInm eMK Ix relaz OA III PORTLAND, OR 97209 IIN11. wl+Idrt Us A, Is w To n¢ usee IN ANT w. r rc+KI,fH+N +o nE MSI JUL-1 I.. i'fl4 SCAI-E: AS - --�-- E-BS it JUN I :, i,, MIcRo01 O.MED IIIIIII I � III I II111 I I � III � I 1111 IIII ! I I � III I VIII I II111 I IIIIIII 11I � 11 Ililil � 1 I OLM 4IM.oE RN V! °MND I 1M 3I �I 1 1 I1 1 i l Ni b1 Poo .N. 44 we fh I 4 7/y _l b V11 i x57 An 40 ROOF VIEW ENN CAM-•LOCK. ROOF ' --- MAX. UNIFORM LIVE LOAD; 10 LBS. PER SO. FT. -- •- �` 24 lh w � DM M ELEVATION 12 JVio*v 12 3AC **FREEZER** i' DMNciE `J BI 4A .._�34QM_QNL`'- .�51 J eZU,&QUk �. 4 _% _a0�;� NO PRODUCT LOAD INCLUDED. X 61.11 FREEZER SPECIFICATIONS: Ike %0 3 1/2- KK, NSF, CLASS 1 URE'.HANE, FREEZER W/ FI AOR X ------, _ NiO. DOORS ALL DOORS MATH 14SIDE SAFETY RELEASE — --_ 44 IlAlr6` hKL S ZE - tYPE KMWA;'E 1" 4 EXT./INT. OPTIONS X4 tiho" 1 30" X 78" FLUSH STD EXT: WHITE MARLITE SNUBBER INT: S-ALUM.032 MAG-GASKET . w w M I :� PLAN . YU�(0 % CAM-LOCK LOCK ROOF AND FLOOR , 1 I FLOOR FINISH 1 d--GA-GALV , NOTE ! 1 ANTHONY MODEL NO 101 REACH IN DOOR, 24" x 67", PLAIN SILVER FINISH, SUMUNE HANDEL, DOOR TO BE SOI,R) WITH MITE MARLITE FINISH, NO LIGHTS OR SHELVES HEATED DOOR AND FRAME. PLEASE MARK ONE BOX FOR ACTION. 23 LIN/FT 2 1/2' ALUMINUM COVE BASE -� SIGN AND DATE. RETURN TO KALT \/ r� MANUFACTURING AS SOON AS POSSIBLE '�. SO WE CAN PROCESS YOUR ORDER. El APPROVED AS DRAWN 1 �'APPRQVED WITH CHANGES HEATEII CABLE 4 THERMOSTAT Nil. SIDES: 4 _ 1 THERMOMETM MOUNTED DIAL: 2 BO` N 0 T E: : "ESURMIT FOR APPROVAL 1 PILOT UCHT(S) a SWTCH TYPE: PS_ ` W/HUBBEL i±LUj; ft V5 "mow 1 VAPOR PROOF LIGHT(S) - LOOSE Y3 MOUNTED L7 INCANDESCIENT L3 I'LUORESCENT tl 1 HEATED AIR VENT, MOUNTED SIGNATURE lie PLEASE VERIFY MARl1TE q I � �:-�.,� .......__M�� - ..� ,��,��...-,-1,��-�-�--_ COLOR AND MODEL N0. DATE` ...�.....�w FINISH: EXTERIOR EXPOSED' 1/2-PLYWOOD iy rr.Riau S--ALUM 040 EXTERIOR UNE�fF'OSED:STUCCO-GALV -�� DRAWINGSSIMILAR. �..�_._____.. __.._..� .__.�._._..._...r._.. ._._.._ ti ACTUAL UNITS REVERSED KAL_BERER SOLD T0: �'� `'�. PORTLAND, OR NOTE: Acro sup .MUST BF E3Ui�GERVILI_E, OftTIaM s+Ti� I�usT els T1zuE SMIP -TMJ: vVA't1�N 3/1e' OQ "Acc� � VANCOUVER, WA OTALLA110N FIES VOLL B'' ..r ___-- NEQUIRED. O .SCALE: 1 J4 1 -0 DRANM BY: BRUCE- S ` DRAMANG NUMBER A MONUM CONDENSAITON / PANELS:-_. 0corFD BY: C--9624-1--94 V1D11M"AT1ON SPACE OF Y IS REQUIRED __--- - «— r _ l ! P.O. 84X 134YO 27 L�)l/�_�VIEW �►'I�J! All SOLID WALL r COl.1NA rfRI�1ETEA: APPROVED 9Y: _ r„ NWAOU AND KALI UNIT'S. PORTLAND, OREGON 07213 _._..__-__ __ � _ — PHONE (503) M-7311RIEVI,fp Box 1 OF 2 CAM---LOCK FLOOR ---- -------------- -- ____ - - --- PIT OF j_ CUSTOMER APPROVAL REVISED �---- - -- -- D0 NOT S:.ALE THIS DRAWING - - _ --yam--- RE'mm DATE 1z upper Boons Ferry Rd. 15650 BLIP 9I-0225 MEG 95-0178 BUP 95-02f 1 85 OF T1 JUN 1 MICROFILMED ; IIIIII VIII I VIII I I � III � I II ; II I V III I ILII ( I I , III ( ' 1111 , I Illllil I VIII I , III , I 1 mm- GLAN 4MADE IN CHINA IN II 1 I ,t,.4Nj u i: ., 34 7fle" 34 7he" i . I i N 4 lb 4 tti 11M 4 V4 4 Vox r` 7 xMe 7 xYb 00 o f�O 0 c VIEW /I c`A/ � ;a PENIN ENING 11 / 1 CAM--LOCK ROOF MAX. UNIFORM LIVE LOAD; 10 LBS. PER SQ. FT, .- 24 V1 24 Vl" DM LLEVATION **COOLER** 34 Ind' 34 7Ae I15E.5VQ_QESTED BTU _ aAQ._.E_ R_R _QM..__QNLY---- 13,300 -.QT 11/N.4�R____�__7_Q._.% x 4 V/r x 4 Vie NO PRODUCT LOAD INCLUDED. 0 " COOLER s¢ - SPFCIFICATIONS: i 3 1/2- WF, NSF, CLASS 1 URF LANE, COOLER w/o FLOOR � NO. DOORS All DOORS WITH INSIDE SAFETY RELEASE ----:�a•�------�:�.... _...�� 6 //�"=23" 2715AeV2. ____. NIX SIZE TYPE HARDWARE FINISH: EXT./INT. OPTIONS x 4 Vie DF 4 V,e —__-- ___ __._.___---------•__-. --__—_—. 1 30' X 7$" FLUSH STD EXT: WHITE MARLITE SNUBBER V,c INT: S—ALUM.032 MAG—GASKET -iP 4 V4 30 7.9 L/FT 2 1/2- ALUMINUM COVE BASE. PLAN VIEW 2 ANTHONY MODEL NO 1001 REACH IN DOORS, 23" X 67", PLANE SILVER FRAMES, SUML INE HANDEL. DOOR TO BE SOLID WITH WRITE MARL_IT£ FINISH, NO LIGH i'S OR SHELVES. WITH DOOR AND FRAME HEATERS. -' HEATER CABLE P THERMOSTAT NO. SIDF•S: _ 1 THERMOMETER, MOCINTEO DIAL 2" 1 PILOT LIGHTjS) e: SWITCH TYPE PS--5 W/IIUBBEL 1 VAPOR PROOF UQP T(S) -- LOOSE 6 MOUNTED I3 INCANDESCENT n FLUORES T-NT Yj HEATED AIR V"T, MOUNTED FINISH: EXTERIO -- R FxpoSED: 1;'2 PLYWOOD INFERIOR: S-ALUM.032 -- NOTE :- DRAWINGS SIMILAR. EXT1OR UNEXPOSED:STUCCO -GAIN At-TUAL UNITS REVERSED PLEASE VERIFY MARLITE " COLOR AND MODEL N0. SOLD TO: KALBERER NOTE: 11: ANo sue ooRs OF PORTLAND, OR � ILLATION 3TtES MUST BE TRUE �/ SHIP TO: BURGE.R'OLLE AND 1liVF1. NAnNN 3/16' OR EXTRA 1� ALT VANCOUVER, WA I WAU.A?M FEES WILL E \ __ _ m. MFG SCALF_' 1/4" 0" DRAWN 8Y: BRUCE S DRAWING NUMBER - A W MN CONDENSATION J19 PANELS: CHECKED BY: — �.. � � lft SPACIE aF 2* IS REWARED C-9824--2"-94 M ALL SOLID WAll k CEILINO P.O. ON 15420 P�E•M: 33' _ APPROVED BY: a ACE6 AND KALT UNITS. PMILAN[1, CKOW 67213 LA PHONE (1503) M-7311 REVISED 80X 2 OF Z --- - t, CUSTOMER APPROVAL REVISED SNT 1 OF 1 �J_ DO NOT SCALE THIS DRAWING --..��aN�-------- --c ►��—' �"� _ BATE f ,, Upper Boones Ferry Rd, 15650 BUP 84.0725,MF.0 95.0176 BLIP 95-0263 66 OF 71 ,JUN t MICROFILMED � IIII � I I � IIII VIII I IIIIIII VIII I V 111 011111 IIIIf I VIII I VIII ill IIIIIII I Ill + l Illilll , 1 Fun— ULAN MADE: IN CHINA IN s 'a rc PRELIMINARY SUBJECT TO Ar ENCY REVIEW - r-4OT FOR CONSTRUCTION PkQ`" 1' 11 E tj r-R A L rj07-:S Ta o ra hic information. ovided G Burton Engineering Inc , T. and C',d C AddA.cnal roted,ve rneasurns, as le uwed due to;or, s0a cond,.tons P g P r' Y g 9 0` ) p q f RE \ < Site plan provided by Architects Associative, Vancouver, WA D) Wn,tonnrg of vehiraes waving the site to minimize transmission of loose so"to .p�A� ��► (v (P the public roadways / 25. Q EXTG CAST-IN-PLACE CURB TO REMAINq � Q Pria.)r to any excavation or site work, the contractor shall call 839.4171 1,-,r loeatic,n REMOVE EXTG ASPHALTIC SIDEWALK E , 1 a mark-up of exi.,iii,,.:iiL4s E ) II sediment is transported onto a roar ...tacF, !,,,a .slate .s ., ct, ;eareJ a' NEW CONCRETE SIDEWALK iltr.a and of each day EXTG TRAFFI All water system and san.tary sewer construction, materials and workmans accur,rIy SIGNAL BOX onsite, past the property line shall conform to the latest standards and pra-tices of tr,a Mater.al stocky k.s ar6 to be protected from precipi!aton by the folww,rg raaor„ 1 \ City of Tigard Budding Department �1 v EXTG STREET EXTG TRAFFIC Temporary - river piles with tarps or plastic sheeting weighted with tires, lurr,t.e: \ \ \LIGHT BOX SIGNAL POLE All additional construction, demolition, materials and workmanship shall conform to tr.e or concrete blocks latest stanc'ards a•id practices of the City of Tigard, Washington County, and the Oregon Department of Transportation Z ® 9 F P Permanent - cover piles with Uwps or plastic or reseed Perimeter areas aro:..,d V/ Y C1 .f.` pies are to to surrounded with erosion controt filter tabric fences un:a sc,i "f"� J - Mn' I117N N4TF`a surface is stabilized with reseeding Q�v EXTG LIGHTING\ i � ." � .G SPS � r � Q All emsl� g utility lines under the abandoned or proposed bwldng shall be eater SfiE If < JUNCTION BOX �� s �,�� G )G _j `1 " " • relocated or capped off and abandoned per city budding department requirements •� +.+ S f \ Prior to commencement of the grading operation the Contractor shall read and I�� ° / \ To provido a clean edge for construction. sawcut existing pavement '' from t,,a implement erosion control measures outi,ned and shown on the plans /i z w w . �. EXTG TRAFFIC. - --- EXTG IGNS gutterlino during instal!ation of curbs within the public right-of-way U u i JUNCTION BOX The site shag be cleared and grubbed as necessary prior to site grading. AJ z © 0 deleterious maton,ls shall be hauled from trip site to a contractor ovided waste site v .4 All pavement, concrete and other deleterious materials generated from site demol�twn � � � � Z = �, \V shall be hauled to a uonUactor provided waste site n 'd z Exposed subgrade soils in areas to receive structural fig should be scarified to a depth > e EXTG TRAFFIC yam_ do SIGNAL BOX • v ER ION CONTROL MEA I R� of f inches and recompacted to 95% Gt maximum relative density ao i MEET 9 MATCH u ' 111 All subgrade under paved surfaces, curbs, budding footing, si..,is and concrete _ 222 Do not disturb more area than needed for construction regwrements walkways shall be compacted to 95`!6 of maximum relative densis `rr_re fin is EXTG G CURB � Y P y 'n9 required the fill material shall be placed to 8' lifts with each lift being compacWd to \�\ Earthwork shall not be performed during periods of precipitation, and shall not continue 95%of maximum relative density of the fiU material before the next lift or finish surfaces C �1` EXTG_ FENCE again until the Nods arca stable enough to minimize erosion and sedimentation are placed. Where filling is required out side the above mentioned structural areas. ?� TO REMAIN wnrizietion requirements shall be 85% of maximum relative density Compaction `p % ° testing shall bP in accordance with AASHTO T-180.NEW CURB a SIDEWALK �'' all disturbed sal surfaces are to be stabilized StabiUzauon of disturbed sal areas w:fi 0 218 &a �'i consist rf hydroseed ng or handseeding, mulching, placing of erosion control blan4efsor plastic in landscaping soil areas. It will also consist of pcvuig and controls wr.rk in Anv exrass material, not required to complete the grading shown on the plans shall be FF7; , hauled from the sita to a contractor rovided waste Site. EXTG 12" WATER e ' —�2 ��' ' I driving, parking ani, sidewalk areas All seeded areas are to be fertilized, watered and P `✓ L) 'L�eFC 2 maintained to enhance the immediate growth of vegetation 219 I All surfaces shoU be graded ;,mocth and tree of irregularities that might accumulate If l 13- 217 surLori water 1 ��b C \ The contractor shall ae responsible for policing the job s to and rrtaintairing erosion e,lI 1 \ SEE RETAINING WALL �`°�I`N �, �G'd 2�1�° Z2°�° control mea:sure!, throughout all phases of construction he policing and maintenance G%r - �RADING DE TAIL , 'L`% 2��\ �° i �v+G 2�� shall include out not be limited to. �1 \�� '� / ti � / 2\6 Ao � ___`'-'= E ir, L� �G \ F� N �� A.) New and existing ..aich basins and storm a :Tits are protected from siltation t\ REMOVE EXTG �y ��/ 6ARR SILT -�T Z�r,�°�, t RIMITSNING WALL through the use of straw bales or other sed�mentatron traps 0 CURB \ (P GPS M r' G C B) Ramoval of Yapped silts at silt barriers, silt traps, and other points of IA acs \ +1�p � G L; } ' i 2t 2� 1 r}� -EXTG PP 8 TEL RISER _�_ accumulation. G—� LJ EXTG TRAFFIC / ' l _ ! �° oo TO BE RELOCATED n Cr �•(v. 1 -� .�. �`` --. _ _ — tL26A° CONTRACTOR TO COORDINATE WITH I, W SIGNAL BOX TO \ - `•' j I — --1 F� Z UTILITY PROVIDER PRIOR TO rJ1 z 0 l 2�`�� E° INLET SILT BE RELOCATED ail ► - �° RELOCATION _ \ O i 0 - `'v BARRIER r I aj aj (; 12" AREA \bo° ,��ra ? G l) EXTG STMT. # { DRAIN F�2 i F� .. INLET ��,e �: ivy �� ,! o r .�. ° I Q� mCr EXTG STORM �1 �j I �: o S° 2\ �h�° L-`. Q INLET - /� W x xj N j ) 14 _ til F� I I I^ - ILp. '+ J J i ROPOSED BLDG PROPOSED ' I 1 CL ~ �OF�1 j �o \ /;FINISHED R YP � ( / �' EXTG CONC G 2�� F F 216.0' OU rT ( I VAULT I 1 �`A ''' I Q 0100' EXTG ELECTRICAL EXTG I2" WATER RISER :W 5 l I \ 1C/7 NEW CONCRETE W a:" - _ n I � EX•fG GAS •yl - CURB i 1 I G 2� / -�i�`_-; I j EXTG MONITORING l - I -� - ' 1 EXTG 8" WATER WELL ITYPI EXTG STM DW ;W lI ` s�Ao l 1 ' TO BE BACKFILLED � � I F° 2�\° � °� � � go � � -_._ 1 � i I �r ti` ,�P`��° f G AREA DRAIN GRATE EL 215.80 REMOVE EXTG CATCH BASIN ��a, T1 ro r O ,a/ j fi - ?' 0 F°2�6 REMOVE I— _". — --- — EXTG MONITORING �_ I WELL CIP 0 2�5. EXTG CB I — > Fo o fig•° URBING C* a o �c cTeo A°o Fc, EXTG STM DW do G 2�60o rz a I �� — _�2�5 2�`� _ TO BE BACKFILLED - I F LJ X / ; / INLET SILT °C W ' 50 - o BARRIER _ .:,..,. f I j w o - z J ENTRANCEWAY VEHICLE oo EXTR ED 2��° �o o° a 1 i v .� " Q `^ 0 �6. ° CIP CURB �� 2 ° 3 l r F ? WASHDOWN ZONE I i 2 -- F -- - - 2, 2`0' 0 22� t ) I h, C = s z 1 F0 CUR NG RETAINING WALL.F� j 2 /26 N jI 'L`rO I N z a z a a LIMITS OF NEW AC SURFACING i ` --__— \ EXTG CONTOUR X l tl N i o Uj U N I - -- 44 -- /'�—ITYPI ''' j o N J ° W z h° Q O = V MEET a MATCH 1 2�6�bo EXTG AC ' " F° iyfo a5 EXTG SHERWOOD F° \�, 2�6. o CA 10 I INN BILLBOARD F° i F I ° o LL m SEE ARCHITECTURAL 8 I i _ W tip`° STRUCTURAL PLANS tin o � NEW SIDEWALK_ `� I � � � o - FOR TRASH ENCLOSURE 1 W Z w WALL I I I Z V r,1 Q W Z w tY = 1 O N lY Q �t W W � GRADING LEGEND `acj m _j N �a. (D O Q' o v TC: TOP OF CAST-IN-PLACE CURB �.?�y �tih ► Z tY w Z � FG: FINISHED PAV'T OR CONCRETE ELEVATION 2 J��ti� w L Z Q TW: TOP OF WALL_ ELEVATION M Ln to O N Q O cD RETAINING WALL GRADING DETAH I SCALE: I"-10 - SHEET N0. Scale 1 " = 20' 20 10 0 20 40 so ` Upper l3or�nee F.. y Rd rtUP 94.0225. N,Er.5 .,15950 dUP 95-C?g3 Q7 OF 71 JUN 1 f'i `995 MICROFILMED � IIIIIII IlIII I I' + III 111 ! 1111 lilll1l IIIA I till ! I illll I VIII I lIIIIII IIIIiIIIIIIIIIII P1�R- _� GiM6 MACE IN CH►NA IN 10 11 1, 41 I PRELIMINARY SUBJECT TO AGE?-JCY REVIEW NOT FC)R CONSTFtUCTIC?IV pR Qlrl VSs." i N F f I STOPM SEWER CONST-RUCTION NOTES S OkE N„ � 4� The location of the roof drain within the budding Hfinbe is schemauc, al location shall coordinated Neth the architects roof plan Roof dram line is to De ,r••strtled ..j w.tNn 2 ,9 Q feet of the building penmeter Roof drains shah be ASTM D 3034 PVC sewer pipe or srnootri intern,- ragh dsnsrty polyethylenes pipe("Aric,N-12). Stops shall be 0 01 ftA I un:ess ctniv,f;s,,noted Materials for storm sewer piping shall be smooth interior c,cmigated P"gh dens.:y 1 polyethylene ('ADS N-127, ASTM D 1.034 PVC or ASI M C-14 plain concrete sewer I pipe,class 3 EXTG TRAFFIC Storm inlets shall be fitted with m approved trap, per the details }� ►- x a SIGNAL POLE \ Pipe bedding material shall be select native material except where saturated or /♦1 :� � z EXTG TRAFFIC water cont)-tions dre i%ncountered, then gravel backbill shall to used w SIGNAL BOXBackfill shall be select native matenal Ba:7kf ll shall be compacted to jr4L& c r tr4 go"� u, 3 aE 1z EXTG STREET n.ax,mum relative density, a v x rr LIGHT BOX w , -\ SANITARY SEWER CONSTRUCf TU w j TI Coordinate sanitary sewer connection location and eldvaLon with the z O ` EXTG TRAFFIC .. \ .� �� ,, ,- m 2 SIGNS architectural/mechanical oudding plans Extend pipes to within 2 ,vet of the Lp—„Crud co Z: perimeter. ca 2 METERA SERVICE FROM MAIN , GPS �J'. Sanitary sewer;n'erals shall be ASTM D 3034 PVC sewer pipe SET BY CITY FORCES �—�\ ;�'( I Pipe bedding material shall be select native material, except where saturated or gro.,-,d watar condltiens are encountered, then gravel backfill shall toe used O EXTG TRAFFIC SIGNAL BOX 4� Contractor is responsible for retarding..s-built rnforrnalton of the sanitary lateral C'� 0 I” NATURAL `I C` GAS CONNECTION % I WATER SYSTEM C4N5TR CTION N_ T ES DESIGN 8 CONSTRUCTIONOF F771, LINE BY NW NATURAL GAS I Coordinate potable water line connection location and elevation with the �• 0� architectural/mechanical budding plans Extern! pipes :o within 2 feet of the budding 0 EXTG WATER BOX \ V ® - EXTG LIGHTING I peruneter. Cn (� WIT!-IOUT METER JUNCTION BOX TO BE ABANDONED 40-e Portable water line shall be ASTM D 1785 FVC water pipe, schedule 40 EXTG TRAFFIC I y- �� STORM OUTLET \ �J JUNCTION BOX Backfill for water trenches shall be select native material. Backfill material shall be [� CONTI,OL MH P�� ' �, EXTG FH 8 compacted to 95%o;the maximum relative density. gob Z I SEE DETAIL \ `��.. VALVE ASSY W BACKFLOW PROTECTION W � 0 C� EXTG SAID CU �,Z ti I t \Q SEE WATER LINE � "011-01 /�' ��- A baddlow protection device approved by the Oregon Stats Health Department is v RELOCATION DETAIL �N I required on all commercial facilities. W RELOCATE EXTG 1 Lj _35 LF 30" STM SP SEP L 2 6 WATER SERVICE \ The contractor shall obtain a plumbing permit from the City of Tigard. z 0 I FLAT P E i0 .� Q METER I O EXTG SAN MH 28 LF 4" SAN LAT CONTRACTOR TO ROTATE MH CONE A T AS REOUIRED S_O.02 FT/LF THE CITY OF COORDINATE WITH U O • -.4 EXTG TRAFFIC SIGNAL �F/a� ' TIGARD PRIOR I O Q I P #+� TO RELOCATI N BOX TO BE RELOCATED 0F� `' :�' / - /*10 LiJ \ S� T 4" RD S,0.01 MIN -- a CONNECT 12' STORM WI rte: Q LAE TO EXTG � 4\',{ . 4" SAN CO _ STORM INLET `'j ?` 3 w, t TOP EL 215.80 `A STM_CO ' EXTG PP 8 TEL RISER Q STM MH 1f TO BE RELOCATED TYPE AP 48' DIA �' v ' ►- iv TOP -15.80 ' - X I 4" IE 212.00 I j W N �' II, 30" IE 208.80 a W 1 EXTG Fii QQ D X185 LF 30' STM SP f I \ FLAT _ Zr �J I l wSP� l I is 11 0 73 LF 4" SANiTARY viol , EXTG WATER VALVE r LATERAL --- j i. i EXTG EDGE LLJ EXTG CONC VAULT I l = S=0.02 FT/ f W OF PAV'Ti �7 L N EXTG 6" WATER 'J RELOCATE EXTG F 1 _ I j 3 I I ~ '�/ F H BEHIND H I I� owl ; PROPOSED BLDG Q ` . D SIDEWALK N / EXTG ELECTRICAL wl + I FF 216.0' 2' EXTG GAS VALVE \ t �' z RISER W I - / Q (/) // O N EXTG 12" WATER ` RELOCATE EXTG 2" EXTG STORM INLET WII I 2' I I � _ � � � r t� 4" IE 213.20 EXTG MONITORING �� WATER METER BEHIND WELL (TYP) Ld 4" SAN CO EXTG GAS �� j SIDEWALK EXTG 6" STM SP ,; SEE PROTECTIVE `� � �"' - '' • l � ! DS TYP _ X DETAIL I ' �' i - ► - BO EXTG 8" WATER 0 r J Y Q u 3 = o v I n 65 LF 8' STM SP S=0.04 I --{(— 1 N ? -4 z a Cr f-U - / ' �� jL J z Z W Qa i ' O Q 0 = a �w I EXTG CATCH BASIN' '� `j4" Q a: a z a WW ! I I m ff t TO BE ABANDONED --- -- EXTG WATER VALVE ` �p?: •.. _ •. > o �-' CATCH BASIN W/TRAP - Qco I-EXTG STM DW GRATE EL 214.40 EXTG 2 WATER METER `' 1 X, i 14 BE BACKFILLED 8" IE 212.70 w I cn z m Q� l EXTG 6" WATER ~la 1; o G W co -+ I - -- - _ X I i m Qw I -�_ NEW 2" SERVICE W,'3 a1 d _ _ z ZUj EXTG GAS 5.5',x; O v in a w l TRENCH DRAIN I a o OMITS OF NEW BILLBOARD REMOVE EXTG CB 17 LF I' AC SURFACING EXTG _SHERWO.OD INN I I —.- ---- ---- --------- ( 0 D 1 EXTG STM _DW —J L5 MIN j it TO BE BACKFILLED w Z O v I NEW SIDEWALK F- d rr = UTILITY LEGEND �- �; 4" VERTICAL OUTLET / w -j w Q ►- mC� C0: CLEAN OUT CONNECT TO STM MH N N Q O c=O DS: DC WN SPOUT DW: STORM DRYWELL FH: FIRE HYDRANT WATER LINE RELOCATION DETAIL - --- -- RD: ROOF DRAIN SCALE: I".10' -�- c�aFF T N('. Y Z Y - Scale 1 " = 20' UIMr Mira 'my Rd. 15650 SUP 5114 0221 MEC 95-+7176 20 16 0 20 40_ 00 66 Gf 71 JUN 13 ;195 MICROFILMED I1 � 1 � IIi 11111 11111 1111111 11111 1111111 11111 11111 i 11111 ( 1111111 I II111 111 1111 FM— (MAN I 4MADEIN CHINA I IN 1 24"_DSA COVERAt i S t3 FRAMEIN. 1 y I TOP_ ELEV_213.50 TYPE- BP MANHOLE [FLAT_ TOP] 48" ID W/LADDER �l /•S1 �p0 NE 4 27 Sin• GRATE_ 10 GAUGE THICKNESS �— CAsT IRON JL C)P. VARIES SECTION A-A EMERGENCY OV[ RI I OW --- - "0f°� OUTLET EL 211-bO GRATE TO SET IN — BELL RECESS STAINLESS STEEL :. STRAP FASTENED - W - 0.20' ASPHALT CONCRETE PAV'T, ODOT CLASS C 10 WALL USING h1, ANCHOR BOLTS (TYP) - ,� WATER SEAL_ TRAP #� 0.50' MIN COMP DEPTH CRUSHED SURFACING BASE COURSE 3 REQ'D I c I' 2 4" DIA ORIFICE -`- 1\ --- ---- NON SHRINK GROUT LYPj� EL 208,90 N 3 ° -- COMPACTED SUBGRADE 95y. -- ---- ----- � � � 12"X6" CONCENTRIC �. a 1� ° Z �r :i y . PAVEMENT SECTION ( TYP) REDUCER _ \ o � 4 MIN NIS 12" CTM SP 30" IE 208.80 - co m z .� T -- N 'a r p 24" SO <v C?NCRE:TE SECTION_/ °' _ PVC NIPPLE 0, STEEL ROD P.EINFORCEMENT ' 6" IE 208.00 6" 0.C. REM VABLE ND 6"x6" PVC TEE W NOEOPRENEEGASKET CATCH BASIN DETAIL NIS I STORM OUTLET CONTROL MANHOLE NTS L.-_12" NOMINAL DIA - i WWF 6x6X10 STRAWBALES --�� SLOPE VARIES FLOWS FLOW Z GEOTEXTILE Lu I Q j'. EROSION CONTROL `1 QD 0.50' CEMENT CONCRETE SLOTTED GRATE _—^ frlflf �� FILTER FABRIC LI.J B9S CONCRETE PIPE SECTION , EROSION CONTROL STRAWBALES FILTER FABRIC W Q 0.30' MIN COMP DEPTH GRANULAR SURFACING BASE COURSE � ASTM C 14 COMPACTED SUBGRADE 95/. -� OR ROUGH GRADE I r ° -� TYPICAL LANDSCAPE TYPICAL �I I o �` AC PAVEMENT `J APPROVED REMOVABLE TRAP ---v,- -_-=-`-_ ` � �\ O Q A.C. PAV'T OR CONCRETE Z - �j� REINFORCED CONCRETE SLAB SECTION — 4" MIN %�/��/ // I m Cc " -- - uL---� Q F O R CONCRETE DRIVE PAD 4" MIN _4 �, BASECRUSHCOURSEED FACING N „ I,I NTS TYP BOTH SIDES •, WRAP GRATEw LJ • W/GEOTEXTILE �— EROSION CONTROL a- 7777, //��ij�•;%i i j; /i\%/ �' FILTER FABRIC I (` 4" MIN CUNCRETE CLASS B CATCH BASIN /i�< DRAIN SHALL BE NOTE: STRAWBALES TO BE BOUND l POLYDRAIN, INC. WITH WIRE OR NYLON N 0 OI O 0 R << TYPICAL CATCH BASIN �Ii Y CONCRETE SHALL BE 3000 PSI cn APPROVED EQUIV 12 AREA DRAIN DETAIL INLET SILT BARRIER _ - MIN IN 28 DAYS, 2" TO 4" SLUMP NTS- NTS TRENCH DRAIN SECTION --=T- NTS OPTIONAL FENCE BACKUP SUPPORT N DEPENDING ON THE PROPERTIES INSTALL GEOTEXTILE L OF THE SELECTED GEOTEXTILE USE: ,'POLY FiELT TS-500' TIMBER OR STEEL POSTS, 'POLY FELT TS-700' N 'EXXON GTF-101" W - 0.33' CEMENT CONCRETE AS R SQUIREDSBY PACEPECI A OR PROJECT APPROVED 0.20' MIN COMP DEPTH GRANULAR SURFACING BASE CURSE MAXIMUM 6' CENTER TO EQUAL (W D O T ACCEPTED \— COMPACTED SUBGRADE 95% WELL PROTECTION BOX _ CENTER - MATERIAL REQUIRED) CAST IRON NEENAH R-1976 OR EQUIV HOG RINGS, E, - PRIVATE SIDEWALK SECTION TYP HOG RINGS, ETCTRENCH TC Fl.- BACKFILL FOR OWING GEOTEXTILE o u O - b' i 4" CONCRETE SIDEWALK OPTIONAL - r1 <I = z = z - —� SUPPORT � U i a z < cr NTS OR LANDSCAPING --- \ - — _.____�.___ FLow _ Ln F o POST w w r- \ - \ O Q O W Q I"R I/2"R x ASPHALTr z I W SURFACE NEW AC PAV'T - �6' MIN '� z / L.1 c 40 ® = C 1O OR CONCRETE / / 10" DIA 0) II ,I L> m o ~ n ,� UNDISTURBED SOIL DISTURBED SOIL - N / EROSION CONTROL 'I a m FILTER FABRIC FENCE I( I �j\// � \ �� O v / NTS N I (n 2 IN EXTRUDED CEMENT Lo CONC. CURB � 8" ADJUSTHEIGHTII, I -- 5" DJUS OF WELL V) FG EL CASING 8 SANITARY CAP - ROCK BERM AT EXIT I NOTE: IN ACCORDANCE WITHIPLACE AT HIGH POINT OF w OW Q Cn DEQ WATER RESOURCEN-NN1 FINISHED ENTRANCEWAY APRON) E- Z 'N, q to DEPT RULES OAR —EXTG MONITORING ROAD 24• 6' MIN G- Q Z 6• I. CONCRETE SHALL BE 3000 PSI MIN. IN 28 DAYS, 2" TO 4" SLUMP WELL SURFACE 690-240-005 THROUGH MIN J 1- W w z W // 2. CURBS ADJACENT TO PAVEMENT OR SIDEWALK TO HAVE EXPANSION 690-240-180 C) -i W PAVEMENT G 3,t �-� W �/ AND/OR CONTRACTION JOINTS TO MATCH EXISTING PATTERNS. _ ,L�.rr" ',. CRUSHED ROCK N I < O cc /% �~ %SECT ION / Cl nc�-o 0•� )"U c 3. 3/8" EXPANSION JOINTS SHALL BE PLACED AT 45' MAXIMUM SPACING, ON BOTH - J 1-1(3 40 SIDES OF CATCH BASINS, AT TOPS OF DRIVEWAYS, AND ALL CHANGES IN DIRECTION. /- -�\ 112' MIN -- _- o i'�}U C) D G CS r. I I/2" CUT JOINTS TO BE PLACED AT 15' MAXIMUM SPACING. - Gr' \- _ 1. EXCAVATE MINIMUM OF 12' OF EXISTING SOILS. — - ` 2. PLACE MINIMUM OF 12' OF 3•: CRUSHED ROCK. /� �\ 4 COMPACT SUBGRADE AND AGGREGATED TO 95% OF MAX. DRY DENSITY. c ea /�„i/�,��j��,i/,-//��/'� �� `1 (� n' 3. CONSTRUCT ROCK BERM ALONG TRANSITION POINT TO -- ° 5. CURB TO BE BRUSH FINISHED. ' '`� IJ FINISHED ROAD SURFACES, DIVERT RUNOFF TO ONSITE AREA f SHEET NO. n NOTE: ALL. TRUCKS ARE TO BE INSPECTED AND CLEANED a OF ALL LOOSE SOILS BEFORE LEAVING PROJECT. < EXTRUDED CURB DETAIL CEMENT CONCRETE CURB MONITORING WELL PROTECTIVE ENTRANCEWAY VEHICLE WASHDOWN ZONE NTS CAST IN PLACE BOX DETAIL W/DIVERSION BERM z NTS NTS NTs � �'�� Upper gwnea I”Rd. 15950 - a qp eur 9+.0225. MEC 95-017e Z "IIP 950263 49 OF 71 0.4 JUN 1 NllCR0FlLMED I1 111011111111 ! ) 111111 111 ( 1 ) ( 1111 ) 11 ! 11 ) 11 ) 1 ) 1 ) 111111 1111111 1 FI - GLASS I 4MADE IN CHINA Ii IN 1 1 1 1 i 1 2 3 ENVIRONMENTAL PLANNING 204 Lanpscaue Architectur e A Site Planning � Recreational Planning i y i \ 5f0 N w Tnlra avo.,Suitt f07 � • 2 O \ T 1tGhont l5031G221-i� - Fox 29/-14N �� 2 \ t L > a 4j C a 220j E O •w v r0 r C �; r o ^�� —__`\ Uray � H� I U -- I n 0 co PLANT MATERIALS LIST Sy-rnt7pl Name ize SOu�nti�y omirs - - – TRF 0% AC Acer circinatum 8-10' 6 Multi-Trjr,lr 17 1 _ Vine Maple / - - - - - - - - - - - - - — - AH Acer rubrum 'Red 2" Cal. 6 B & B I r - -� o Sunset' M-.ple Matched CF Cornus florida 5-6 ' i Nice form i I Pink Dogwood .� PFG Picea pungens, Glauca' 7-8' 2 B 6 B , ro Blue Spruce O UC Cedrus deodora Extg 25' 4 Tree Spade i r Deodura Cedar moved Move Caretull;r � • I ��--- -'1'"- �� PY .Prunus yedoensis 2" Cal:p. 5 6" Graft, Yoshino Cherry Nice Spec. I �- i w APB Acer palm. Blondgood 7-8" sty d. 2 Specimens I Q� ccC Dwarf Red Jap Maple 1 3/4' cal. QEl ,� / ~ - -` � ��`-- -- TM Tsuga mertensiana 7-8' 3 B 6 BUj � F.Z Mountain Hemlock EA Euonymous alata 5 gal. 5 B & B M Winged Spindle Bush Q +� AU Arbutus unedo 'Compact' 5 gal. 20 48" O.C. j/ L E —___ Compact Strawberry Bush Berberis 'Rosy Glow' S al. 26 , • C / 9 42 O.c. •� Rosy Glow Barberry T •M MAC Mahonia aq. Compacta 2 gal 36 30" o.c. 1 6 .�.GI Compact Ore. Grape PJJ Pieris jap. Pink Flamingo 24-30" 20 �- Andromedia PMM Pinus mugo mughus 15-SB" 10 (n • Mugo Pine C o � MP Rosa meinelde Pink i gal. 12 Cas` Property I I4 Meidiland Hedge Rose L.ne Tenter I CU � �-.— — --- --- - _- -- ''1 MR Rosa rneinelde i gal. 20 24" o.. 125.0 -1 Alba Meidiland Rose ocb HGS Rhodo. Gerards 12 -15" 31 24" o.c. - Series Pink Azale., c a 0 a 3 RC Rhodo. Cynthia 21-24 ' 19 T9 W s $ $ RSW Rh, Scarlet Wonde, 15-18" 23 T o Q PLAN NORTH � Rh,m,e, TP Thuj*ia orc.'Emerald' (D4-5 i3 I g I bcale i" = 20'0" `�" <Y� VD viburnum davidii 2 gal. 28 ^'v VP Viburnum tomentosum 30-36"' 8 B 6 B IDouble File Viburnum ---'KFMM';19UM AP FROM TOP Q 1/30fRooTOALI GROUND COVERS: S" UFEP FUI14NATPR CULL.CTION /`- BASINMUCNTOWRAOf N.4 Annual's 4' pot est. 9" O.C. Q f0 _J - Tri-space PREPARFO PLANTING SOIL � AU Arch. va Ursi 4" Pot est 18" tri space Mass. EXISTING SOIL I Q DL Day Lily i gal. 26 CLMPACTFO PLANTING SOIL VM Vinca minor, 4" pot est. 18" tri-space --I-I'X r w it STARE TWO TIMES ROOTBALI.Silt z T CdiTAMTM OWN -- ,i� TRE T17 ITIW-M •aolTaurlr est. See Civil Plan St4VJHPLANTING DETAIL 'aeedeo ;- S f. i a -- TRS NEW'TO►MIT s111IFrJ1 CJ` --- L 1 ti •� N C ro SL Seeded Lawn t - �---- rnn+eu�u A.Q1T Tp111f. t rola BA«AW IxoFn ,/— r OW RUN CBLLE.Cf1O1 �/ WN MLLCN TO SNAOF_ � — txnnrn Sou ff4-- TMOUFULIS LY MAMA sheet no. —� • 1 r1l1rGTIW SAM MA.fr J r40E. Wd"STAKES A MIN,YNIM W 17'OF AFILTAKQ. two, twarGALL girl DFCMUOUS TREE PLANTING DETAIL R4 15650 L UcveT B M�95.pi7a SIjp g402 OF 71 glia 95A263 i .JUN .1 9 ICROFILMED :,, I � III � I i Gt.&% � I E7]f� — 41MADEE IN �� CHIN IA IN 1 I r ZONE7 - STRIP 15.53 GPM ZONE 6 LAWN 20.35 GPM lA011 I. WZWO ZONE SHHUB -- oRE00N 20.35 GPM A, i \• ZONE 3 - LAWN 18.5 GPM go a -1 ZONE 4 LAWN 'Z T. 20.35 GPM C > 0 ZONE 2 - SHRUB U irk 1 112" MAINLINE Ca 16.36 GPM��'/ > m7l POINT OF r - --- --- - - - - - - - - - - - CONNECTION LEGEND IBRIQATJQ�[MATE JAI.Si M o" 0 j _ �� QC Controller, RAINBIRD ESP 8 O Double Check Valve, Febco 805Y 3/4", installed in Jumbo Box, 4— nj 0 Automatic Control Valve RAINBIRD DV SERIES, 3/4", 1" > I" installed in AMeteK 12" Standard Box, Group where possib e. cc C: El 0 Z i" Shut Off Valve 0 LO W W cn o3/4" Manual Drain Valve W 0 3-Low Ga I (D 112" Quick Coupling Valve Heads 0 IRRIGATION SPRAY HEADS: RAINBIRD 1800 Series, MPR 10, 15' spray head sprinklers, ZONE 1 0 15 05 select arc and radius as required in planting areas. 13.39 GPM Use 6" pop ups in shrub areas and 12" pop-ups in the annual ado areas. 4-11 IRRIGATION PIPE: Mainline to be 1 114" 7-Low Gallonage Heads Lateral Pipe, Class 200 PVC, I" size typical Sleeving - PVC, Schedule 40 125.0 1 L _ -- - - -- / u, u -- ---- ----- -------- --- / / � 1. Contractor to install Automatic Controller in room at location indicated on the Drawings. Coordination with Owner and General Contractor shall be required. C I ORTH 2. Contractor shall connect Automatic Controller to 120 volt power supply provided at )ocation by General Contractor. 3. All low voltage control wire shall be No. 14, Type OF solid Copper. Ia It 4, Contractor shall shall provide and install drains or, the main i l line and laterals as necessary to provide proper system drainage. Z (L 3 < M L Z 0 0 Cr W c- Im LO 15650 L !VP01 eOvies FerY R A178p ,j;p 346225,MEG 95 pig 35-0263 71 OF 71 MICROFILMED � � � I � � � � � � � i i i � ili i i � , � i � i mill 11111 1111f 11111 11111 1 11111111 11111 1111111 1 "m- GtAN 4104DE IN 6 CHINA IN 1 1 1 1 1