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10350 SW GREENBURG ROAD-12
R d !II \ _ R � Ulf R �- QF 01Ih. f 10350 SW GREENBURG ROAD T I G A R D O R E G O N LAST5HEET INQEX O ORIGINAL SUBMITTAL i0 CITY. 0 RE-SUBMITTAL TO CITY. J; O REVISION TO RECORD DRAWING* 0 B nm 9 0 F- GENERAL. NOTES 455REVIATICNe PROJECT DATA ' SI" RAL O O A0.1 COVER SHEET o <` ALI.I SITE PLAN AT b GLO60 (6EE PT) OT MARRY TILE RESTAURANT LOCATION: 10350 SW GREENSURG,'lIGARD, OREGON 97773 o O A7.1 FLOOR PLAN AE ANCHOR BOLT GA GAGE PARCEL NUMBERS: 1 THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO AC AbPHALTIC CONCRETE/AIR CONDITIONER GI GALVANIZED IRON R RADIUS I SOUTH 13*AB TAY. LOT 01003 O L7 A77 SEATING PLAN ANY Y.IORK M"D *HALL BE RESPONSIBLE FOR N-L WORK AND MATERIALS INCLUDING Ar ACOUSTIC TILE PANEL GALV 61 RO RIBBER BASE THOPc FURHIWED BY SNBDONTRACTOR6 AAF ABOVE FINISH FLOOR OL GLUE LAW IRERF REINFORCED BUILDING GORE: ISsI UNIFORM BUILDING CODE W/OR AMENDMENTS O A73 REFLECTED CEILING Z. DIMENSIONS TAKE PRECEDENCE OVER DRAWING: DO NOT SCALE DRAWINGS to DETERMINE ALr ALTERNATE OYP GYPSUM REO'D REQUIRED PLUMBING CODE: 1997 UNIFORM PLUMBING CODE W/OR AMENDMENTS 1) A7,4 ROOF PLAN AND DETAILS ANY LSIONSOC TAKE ON& THE ARCHITECT SHALL BE NOTIFIED:OF ANY DRCRAWINGS PRIOR TO FLJI•I ALUMINUM OLLB GYPSUM WALL BOARD IUM ROOM ELECTRIC 'ADE: 1999 NATIONAL ELECTRICAL CODE W/ OR AMENDMENTS MOD ANODIZED OYPBD GYPSUM WALL BOARD RO ROUW OPENING ME04ANICAL CODE: 1997 UNIFORM(MECHANICAL CODE W/OR AMENDMENTS Q A75 FLOOR FINISHES PLAN CONTINUING WITH WORK APPROX APPROXIMAMN Y RD ROOF DRAIN 1, 3. ALL DIMENMION6 ON PLANS ARE FROM RALE OF STUD HIS MIDGE DIB RCW MIGHT o WAY INANDICAP LODE: 1997 UNIFDRM BUILDING CODE, ADA C� A3.1 EXTERIOR ELEVATIONS __- UNLESS OTHERWISE INDICATED. Be BEAD BOARD HC HOLLOW COPE /HAVDICAP O A4.1 BUILDING AND ukL SECTIONS BLKG BLOCKING HDR HEADER 6c SOLID COIN 4. ALL Cd6tR1CTION WALL COMPLY WITH THE uweNnHGtON STATE BUILDING CODING I BOTTOM HpW HARDWARE SOWED bawrIPULN ZONING: MIXED UBE EMPLOYMENT DISTRICTS (MUE N) J A5.1 INTERIOR ELEVATIONS AMID ALL LOCAL GOV WR BUILDING CODES AND ORDINANCE*. BN' BEAM FIM HOLLOW FETAL WTHG "AILING ALLOWABLE DOES: -- 5. THE CONTRu:TOR WALL REPORT TO THE ARCNITECi ANY ERRORS, MGON616TENCIEO OR 811 BEARING ''NP HORSE FOAM Or BriNARE Poor/60 FT. PROPOSED USE. RESTAURANT O O A52 INTERIOR ELEVATIONS/RESTROOM PLANIS _ 6 OMISSIONS D:6LOVERED. THE CONTRALTO! 16 REOPOWALE FOR CORRECTING ANY BIW BRONZE HR HOUR 86 SEMI 6LOOB(SEE PT) �L{n ERROR AFTER THE 6TAMY OF CONSTRUCTION WHICH ICI NOT BEEN BROUGHT TO THE STUN BETWEEN WOR/HORI2 HORIZONTAL Sn anciFi OCCUPANCY NTYGROUP, A3 RESTAURANT WITH ANT rJ A9.1 DOORAU1NDdU DETAILS AATTENTION OF THE ARCHTDCT. THE MEANS OF CORRCTING MY ERROR WALL FIRST BUR BUII t-UP ROOFIW HT HEIGHT SPEC 6PSCIFICATION6 CONBTRWG7ION TYPE: V-I HOUR WITH SPRINKLER *WBBTITUTIONAPPROVED BY+HE ARCHITECT. HVAC HEALING-VENTILATING-AG 6O GOlAIE EXTERIOR WALL*: I-HOUR CONSTRICTION O ASU: DETAILS CO CATCH BASIN HW HOT WATER 66 STAINLESS STEEL 6. THE GENERAL BUILOING PER'TB WALL BE PAID FOR AS OUTHMO IN THE PROJECT MANUAL. OPAL CUBIC FEET PER MINUTE ST STAINrIftFULLY ALL OTHER FERMITO WALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR DIRECTLY Cl CONTROL JOINT ID (WIDE DIAMETER/IONISE DRMEWION STD STANDAIRD OE SMIC ZONE: O NRB: EXPOSURE 'B" ED MPH EXPOSUREIt IE6PONGIBLE. CLO CEILINS NSUL INSULATION BTL STEEL - 'JT UR CLEAR MT INTERIOR OTNL STAIN d LACQUER ROOF LOAD- 75 PSF/LL, 75 FSP/DL - 7 ALL BEMIRED CITY AND/OR COUNTY LICENSE SMALL BE ACQ FED AND PAID FOR BY CHU CONCRETE MASONRY UNITE IE INVERT ELEVATION SIM STORAGE THE INDIVIDUA. TRADE. CO CLEAN OUT SEP SUSPENDED i 0. THE ARCNITEGT WILL (REVIEW SWOP pRAWINW AND SAMPLES FOR CONFORMANCE WITH COL COLUMN KW KILOWATT GV 6HEET VINYL -- - - �U'�� • , THE DESIGN CONCEPT OF THE PROJECT. THE ARCHITEG7'8 REVIEW OF A SEPARATE ITEM CCN[ CONGIETE ALLOWABLE AREA: 10p00 OF. STRUCTURAL i PONTT CONSTRUCTION Led • POUNDS T TREADS _ ._ _ 611 ORAL NO1E6 _ 1 WALL Nor INDICATE APPROVAL 6 M ASSEMBLY INR TO THE ITEM L EXIS S.IN4 PONT CONTINUOUS TIB TOP d BOTTOM 0 9 IT WALL BE THE FSHOWNSELIrY 6 THE CONTRACTOR TO LOCATE ALL EXSTMG CT CERAMI MAI MATERIAL TOC LOPE CURB EXISTING BLDG. AREA: *,ISS 0F. 0 �'1 FOUNDATION PLAN 0 Z 11 UTILITIES CONTRACTOR SHALL NEM A OR NOT AND TO PROTECT THEM RE FROM DAMAGE. CT CERAMIC TILE MAX MAXIMUM TEMP TEMPERATURE NEW ADDITION: 670 OF. THE CONTRACTOR WALL BEAR ALL EXPENSES CF REPAIR OR REPLACEMENT OF UTILITIES CW COLD WATER MB MACHINENI BOLT TGG TONGUE d GROOVED TOTAL 4REA: *,173 OF. - O 617 ROOF FRAI'iNCa PLAN OF OTHER PRDPERTY DAMAGE* BY OPERATIONS IN COW WG"IQV WITH THE EXECUTION MEOW MECHANICAL TYP TYPCAL :OF THE WORK. DEG DEGREE MED MEDIUM t8 TUBE STEEL i Q 641 FOUNDATION DETAILS ryry 10. 111E LONTRACtOR WALL vERFT LOCATIONS 6 ALL FOOD SERVICE EQUIPMENT ANID DET d DLL DETAIL FFR MANUFACTURER ALLOWABLE HEIGHT: TWO STORIES i i} COORDINATE LOCATION OF FLOOR BALKS FLOOR DRAINS,SLAB ICE EQUIPMENT AND DIA DIAMETER MW MNVHOLE MAG UNIFORM BUILDING CODE HEIGHT: ONE *TORY f74'-0") I Q 65J FRAMING DETAILS p1A6 DIAGONAL MM MINIMUM UL UNDERWRITER-6 LAB. W RAISED CURBS ELECTRICAL AND PLUMBING STUBOUM.AND ALL OTHER YORK UNDER OM DIMENSION MISS MISCELLANEOUS UON UNLESS OTHERWISE NOTED I 71416 SCOPE OF RESPONSIBILITIES RELATED TO T416 EQUIPMENT. 06 DOWNSPOUT mRGUB MOIBTUIE RESISTANT GUS I I. THE CONTRACTOR WALL PROVIDE TEMPORARY WATER PRYER AND TOILET FACILITIES DWG DRAUING MTL METAL VB VAPOR BARKER RESTAURANT PARKING ELECTRICAL 0 AS ddEa1RED. Dx1eT rE) Ex1671NG VCT VINYL COMPOSITION TILE O 11EIO SYMBOL SCHEDULE 1 LUMINAIRE SCsfDULE V Q 12. CITY APPROVED PLOW WALL BE K@P( IN A SECURE PLACE AND WALL NOT BE USED BY EJ EXPANSION JOINT Note d • � R VG VENT VE�IG� REQUIRED1B PARKING. -- STALLS ARE TO -- ATI STALL PER -- 9F. WORRGER& THE CONTRACTOR WALL M RE6 SIME TWAT AL. SFlGOH1RRACTORO' ELEV 4 EL ELEVATION N'C NOT INC VT VERTICAL GRAIN FLOOR AREA UP TO -- Sr.0G STALL PER -- SF. U O E.ID FLOOR PLA!- LKaHTING NIM NOT IN CONTRACT VTR VENT TO¢OCP STANDARD PAWING: 7 CONSTRUCTION 8!78 ERECT SAME INFORMATION. THE CONTRACTOR WALL 4L00 !LEC ELECTRICAL �M �MAy STANDARD PARKING: *1 REQUIRED FOR REMAINING FLOOR AREA (� Ll E3fj FLOOR pLAN_pp1ER AND 9KNAL MAINTAIN, IN GOOD CONDITION,ONE COMPLETE SET OF PLANS WIN ALL REVI610W, EO EQUAL NIS NOT TO SCALE W WATT TOTAL PROVIDED: 09 ( PER CITY W TIGARD PARCING RECJUIRMENTB ) O CJ E3.1 ELECMCAL DETAILS D SCHEDULES ADDENDILMS AND CHANGE ORDERS ON THE PPMM18EB AT ALL TME6. THESE ARE TO BE EXP EXPOSED W/ WITH AND m tI UNDER THE CARE OF THE JOB SUPERNTENDENT. EM EXTERIOR OC d O/C ON CENTER WO WATER CLOSET 13. ALL DEBRIS SHALL BE REMOVED FROM THE HIE, AES AND ALL SHALL ALL BE LEFT IN F FLAT (SEE Pt) OD OUTSIDE DIAMETER/OUTSIDE DIMENSION UID WOOD OCCUPANT LOAD: LOBBY: 45 (LOBBY - 15e/ PERBOV) O O E4ID EXISTING ONE-LINE DIAGRAM K SCHEDULE �IR Z A BROOM CLEAN CONDITION AT ALL TIMES. FAL FACTORY SUPPLIED OH OVERHEAD W/O WITHOUT e I I4. THE CONTRACTOR WALL TAKE ALL NECESSARY PRECAlTIONS t0 ENSURE THE SAFETY FD FLOOR DRAIN ORD OVERFLOW ROOF DRAIN YAF WATERPROOF SEATO: 77. O E50 FLOOR PLM(-ELECTRIC+4L PH'10LITCN 6 THE OCCUPAVTB AND LLAORKERB AT ALL TIMES. PON FOUNDATION WR WATER RESISTANT EMPLOYEE*: 38 W RFL FINISHFOUNDATION R LINE B PERCENT/PERCENTAGE WIR WAINSCOT 355 W 15, THE CONTRACTOR ID SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEMO AND METHODS FIN FINISH PL PROPERTY LME (61M PLAN/RATE WUF YELOED WIRE FABRIC AND GWAI L MAINTAIN THE STRUCTURAL INTEGRTT OF ANY CLNBTRULTION WIIL ALL FLR FLOOR PLANS an PLASTIC LAMINATE �i FINAL LATERAL AND VERTICAL LOAD CARRYING SYSTEMS ARE COMPLETED. POP FACE OF CONCRETE PLYWO PLYWOOD TOILET CRITERIA RESTROOMS WI URINALS SINKS GTHER MECHANiGAL Ib. THE CONTRACTOR.6 MIMPON610.E FOR REDEMNG,UNLOADING,UNCRATING, FOS FACE OF PIMP f•BF POUNDS MR SQUARE FOOT MEN RE 3 - 3 - O MI SGHEDULE6•H.VAL. INSTALLATION AND HOOK-UP OF ALL FOOD SERVICE EQUIPMENT AND OTHER OWNER FOB FACE GU STUD PSI POUNDS PER BORATE INCH U.B.C.CW.79 APPENDIX FUR116HED ITEMS. PE FIBER MWICEItSORCED PANEL Pt PAINT /PRESSURE TREATED GROUP A: 30 OFl PERSON PROVIDED 7 7 3 O M1ID FLOOR PLAN-N.V.AL:DEMOLITION j R6 FOOD SERVICE PIP POURED IN RACE y 11. PROVIDE ROUGH IEMIRED IN CQlNEGTION WITH THE ROOD SERVICE EQUIPMENT TO FTG FOOTING PVC POLYVINYL CHLORIDE 5906. 197 19l •® WOMEN IEQ'D 3 3 O M71 FLOOR PLAN-H.VAL. ?r POINTS INDICATED ON DRAWINGS AND FINAL CONNECTION FROM THE MiCed IN POINTE TO THE VARIOUS PIECES OF EQUIPMENT. PROVIDE ALL NECESSARY MATERIALS SUCH AS 7 EA SEX PROVIDED 3 - 3 O M3ID DETAILS•H.vAC. RI DISCONNECT SWITCH,RECEPTACLE CAPE TO MATCH RECEPTACLES,(17"MIK FOLYvMYL SWATHED FLEXIBLE CONDUIT ON FINAL CONNECTION)PIPING,VALVES,6TOP6, ------ i TAILPIECES.FITTINGS.EIC.FOR A COMPLETE,OPERATING SYSTEM. PLIIMBINIG PE { I6. DECORATIVE MATERAL8.DRAMS.WA ING9,ETC,WALL BNON E -FLAMHABLE OR 'iM - . TL, GP B 'COMMERCIAL SF KITCHENh 700 J F'ERP.CN O Q P7� FLOOR PLAN-PLUMBING-DEMOLITION - �\ 19. FIRE EMINMISERB - VERIFY REWIME TO AND LOCATIONS OR AS SNOWY ON RANG 7067 60 FT O O F'J7 FI-DOR PLAN-PLIY"IB NG"WATER/G'CB en FLA^EPROOF.PER GOVERNING LODE AID/OR FIRE MARSHAL REMIREMENT6. WITH FE MARSHAL FIELD INSPECTOR OVIDE PRADDITIONAL !EXTINGUISHERS AS OWNER: GUOTAV'S REBidURAli . 14 IgBTROGMO UNION% M REQUIRE*. 5035 NO SANDY BLVD. 7m0 REQ'D O O P37 FLOOR PLM!-PLUMBING-WASTE 1 VENT IR 30. ALL GLASS AND GLAZING WALL COMP' Y WITH CHAPTER 54 OF THE US.CCNSU MER PORTLAND,OR 97713 __ Q - PRODUCT SAFETY COMM16SGM,SAFETY STANDARDS FOR ARCHITECTURAL GLAZING TEL: (503)749-0507 EXT. 103 PROVIDED I O O P4O PLUMBING - DETAILS - BOFIEglLE6 vee f,. MATERIALS(42 M 1470, W CPR PART 1201) M NO GAGE LESS THAN THE FAX: (5031 708-7771 O Q P42 DETAILS - PLUMBING PREVAILING STATE BUILDING CODE. ATTN: ROB BZDIL 71, THE CONTRACTOR WALL BE W6PONSIME FOR AND SHALL REPLACE OR(REMEDY ANY FAULTY, ARCHITECT: AW-HITEC76 VAI LOM •CO., AIA, PC KITGNEN _ MPROPER OR^,,MOR MATERIALS OR WMc MANMIIP WHICH WALL APPEAR WITHIN 34 NW FIRST AVE, SUITE 909 1 ONS (ITS R AFTER THE COMPLETION AND ACCEPTANCE OF THE YORK UNDER THIS POR.LAND,OR 91709 1 O FS-I MAIN KITGNEN FLOOR PLAN Cd - EXCEPTION: THE ROOFING diX:ONTRACTOR WALL RIRNIW AND MAINTAIN AGREEMENT, FAX: (503)773-6649 TEL: (903)776-0590 O EO-2 SCHEDULE PLAN CO-SIGNED BY THE CONTRACTOR,TO MAINTAIN THE ROOFING IN A WATERTIGHT CONDITION ATTR: TOM LOOMIB 1 Q EQ-3 SCHEDULE PL:MI FOR:A PERIOD OF TWO (2)YEARS 6TARTING AFTER DATE OF SUBSTANTIAL COMPLETION R OF THE BUILDING O FS-4 ELEVATION FUNS 9TR11G7URAL: EPA SW14 ENO A LLC - --- -'--- 1 27. PIRFEE AND DOLTS EXCEEDING E E THIRD THE BLAB OR WALL DETAILED. WALL NOT BE 5450 8W ON,O AVENUE Q FS-5 ELEVd�(ION PLM_( RAGED M 8TR ICAs- L CONCRETE UNLESS ION OF DETAILED. MEE MECHANICAL T EAVERTON, ADA SUMS A iRY INDEX AND/OR ELECTRGAL DRAUING6 FOR LOCATION 6 SLEEVE*,AGCEBBORIEB,NTL. TEL: !0403)641-0311 23. GONTRAL'i OR TO PROVIDE BALKING OR SLOCKNd7 AS REQUIRED FOR MOUNTING ALL BOOTHS, FAX. (503)676.4604 Q FS-6 ROUGH-IN FLAN r. / TASLEGAUALL MOUNTED SELVES EQUIPMENT, APPEESCR1Ee,CABINET*ETC. ATTN, JEFF FIZCH SECTION 1103 - SITE ACCESSIBILITY,EXTERIOR ROUTES OF TRAVEL O FS-I ROUGH-IN PLAN -Q F9.8 ROUGH-IN PLAN - 24. SILICONE CAULK WALL DE USED TO SEALLL AJONT6 OF MILRK WOTRIM,EQUIPMENT MOUNTING,WALL PENETRATIONS,FRP OR B/e FLAWING IN FOOD SERVICE AREAS TO MECHANICAL/ELECTRICAL/ INTERFACE ENGINEERING I. ACCESSIBLE WHAT PUBLIC PARKING AND7RAN8PORTATION IS E%METING SHEET A77 PRODUCT A WATERTIGHT,BANITARY SEAL. PLUMBING: 100 OW 3RD AVENUE OTE, 400 25. CONTRACTOR WALL PROVIDE PERMANENT LAM(-6 AT ALL ELECTRICAL PANELS AID POR(LAND,91704 7. PARKING SPACES,CURB RAMPS,SIGNS,DETAILS 514!!7 AU CONTROLS,MECHANICAL EQUIPMENT,6HUTOP vALVD6 AND FIRE CONTROL EMIR-ENT. TEL: (503)387-7766 26. PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT,SUCH AS 6TANOPIPEB,SPRINKLER SYSTEMS, FAX: (5031 307-7767 SECTION 1106 - BUILDING ACCESSIBILITY n AND FIRE ALARM SYSTEMS MUST BE SUBMITTED TO THE BUILDING DIVISION AND ATTN: ROB MgiiESON APPROVED BY THE FIRE DEPARTMENT BEFORE THIS EMIPMENT IB IWTALLEO. I. ALL ENTRIES, EXIT* ARE ACGE801BLE SHEETS MLI, A7.1 21. WHEN SERVING MORE THAN 100 SPRINKLER HEADS.A:TOMA7,IC 6FRINKLER SECTION IROS - FACILITY ACCESSIBILITY O SYSTEMS WALL 5E WMWIMO BY M APPROVED CENTRAL PROPRIETARY KITCHEN CONSULTANT: CURTIS RESTAURANT EQUIPMENT OR REMOTE,STATION SERVICE,OR WALL BE PROVIDED WITH A LOCAL ALARM 1167 GATEWAY LOOP I. PUBLIC REBTROOM9 / EMPLOYEE UNISEX RESTROOM SHEETS A7.1, A9.1, WHICH WILL GIVE AN AN AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION. SPRINGFIELD,OR 91411 70. THE CONTRACTOR WALL BE RESFONSBLE POR SEWRMO ALL NECESSARY TEL: I (SM)422--8119 1. KITCHEN ACCESSIBILITY SWEET A7.1 PERMITS OR APPROVALS FOR SUBIYBTEM6 OR FABRICATIONS DESIGNATED FAX: (503)146-1364 r TO BE MANUFACTURER"- NEEMD, INCLUDING PROVIDING AND SUBMITTING ATTN: XUI LT (GOON LEE) 3. FOR CITY APPROVAL 6YISTEM 16 DER E61 INSTALLATION L BE SUBMITTED PROJECT F FOR PLAN REVIEW ALL NECESSARY ENGINEERING DOCUMENT* AS MAY B< MANUAL REQUIRED BY THE BUILDING*FICIAL. BUILDING DEPAR:O'_N?: GITTOF TIGARD) O 79 CONTRACTOR TO PROVIDE OCCUPANT LOAD SIGNS IN A CLEARLY VISIBLE LOCATION TIGARD, 9-1 *W HALL BLVD. DEFERRED 5U BM 1 T T A L 5 AT ALL ASSEMBLY ROOMS. 71GARD,OR 773 F 30. THE )OB WFERINTIENDENT WALL MAINTAIN AT THE JOB WHACK A LIST OF THE CERI IFIEO TEL. (503 639-4111 W 7 PAMWELDERSPERpORMING WORK FI THE JOB SITE. INCLUDED W THE L167 WILL BE NAMES FAX: ( URIAN B-1791 In DATE Of ExPIRATIAJ OF GERtIFILATION6 AND THE TYPE OF WELDING aALIRI@D TO PSRFOIRM. AT7tV: BRIAN BLALOCK PER UBC SECTION 1063.47 DEFERRED BUBMITTALB WALL DE SUBMITTED AND 1 31, THE JOB SJPERNTENDENT WALL MAINTAIN AT THE JOB WALK A LIST 6 WaCl 4L INSPECTORS APPROVED BY ARCNIIMCT OR ENGINEER PRIOR TO SUBMITTAL TO TWE BUILDING Z CONDUCTING INSPECTIONS ON THE PROJECT. THE LIST WALL INDICATE THE NAE OF THE PLANNIWS DEPARTMENT: CITY OF TIGARD OFFICIAL FOR APPROVAL. CITY OF TIGARD NOPECTOR DATES AND TIMES RMI ON CITE AND TYPES OF INSPECTIO46 CONDUCTED. 13175 SW HALL BLVD. I. FIRE Bl1FRFREBBION PLANS. Approved- 37. NO BUILDING OR PORTION OF A WILDING WALL BE OCCUPIES OR USED FOR SIDRA" PRIOR TIGARD,OR 91773 .......................•""'.'... .............,......0 0 U TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. NO EXCEPTIONG". TCL+ (803)639-4111 ¢wed................................._( C 1 APPROVAL FOR OCCUPANCY 16 ONLY GRANTED AFTER ACCIFTMGE BY PAUL WORKS, FAX: (503)684-12W PRMIT 1407elky N Z. ALARM PLANS. For only the worrkkr NRSIn'OOA Y(f PLANVIW,FlRE MARSHAL AND BUILDING OFFICIAL. ATTN, MORGAN TRACT PERMIT NO.Fo V!� " 33 SEPARATE PERMITS ARE BEMIRED FOR PLUMBING,MECHANICAL,ELECTRICAL,SIGNS CARPORT*, 3. FIRE SPRINKLERS 1 See VOer IR'.Fdbw_..................................Addle dl ) FENCES FVI UNDERGROUND OR ABOVE GROUND STORAGE TAW6,AND DEMOLITIONS,MEUER ANBCN..... ......._...............(F•): """'yl oR[[R.... R? CAPPING PERMIT REQUIRED PRIOR 70 DEMOLITION PERMIT. ENVIRONMENTAL HEALTH : WASHINGTON COUNTY JRAr10reR. / 31, WORKING ON WEEKENDS WMIIES WRITTEN APPROVAL FILM THE MAYOR 155 NORTH FIRST STE700 SV F UILNAICK-_DISI: FOR SATURDAYS,ONLT,9:00 AM.TO 8:00 PMI,LETTERS OF REQUEST WALL BE RECEIVED BY HILLSBORO, OR 91174 4 CITY HALL NOT LATER THAN NOON ON THE PRECEEDING YEOWBOAY. TEL: (5031N6-4979 35. SMEARS TRAPS/OIL WATER SEPARATORS MIRE SEPARATE INNS SPECTIODURING FAX. FAX: JULIE HAMILTONAnRT� BE BCU.M 81BS7E NOTLATION MD BEFORE COVERING UP. j AL ,N 4S 11 36. ALL REQUESTED INSPECTIONS SHALL BE CALLED INj.` S STLRR:V) ,\ • /AoRF/ CITY OF TIGARD a1. ALL REQUEOMP 0IIANGE6 TO THE APPROVED PLANS WALL BE PREPARED MY TIME PROJECT T 1 ACHITECT AND &IST F.D TO THE BUILDING 0I FOR APPROVAL. COPIED OF SUCH AR'RROVALS WALL TSE ON THE JOB SITE PRIOR TO COMMENCEMENT OF WORK A MINIMUM OF Fonbticeeey edge .....................................1 !. a TWO W WING DATE WALL SHE EXPECTED FROM APPLICATION TO ISSUANCE OF APPROVAL OF For Dory INF6SIIEI w.BRB - jj CHANGES. ALL REQUESTS FOR CHANGER WALL WAVE THE PROJECT ADDRESS AND PERMIT NO, FERMI Nto HfC3.00J-001�4 36. THE FINAL SIGNED IEF'ORr FROM THE MOTMG LAB WALL BE RECEIVED BY THE BUILDIW Bee Leser Ma'.FSIWw...�..............A .......1 ) OFFICIAL PRIOR TO FINAL INSPECTION FOR OCCUPANCY. ABncN................._........._._.1 Y Jas ASF:LT • A, &A R o P+ « 39. ALL CONSTRICTION WALL. CONFORM TO THE 1991 UNIFORM CODES. --- By: / SOF:_�•_/-�? 0 M. ALL IL SIGNS AND FENCES BNALL BE ON A SEPARATE PERMIT. GMONYP BY.10]90 BUPZGT36aa79d = Hol 51 NOTICE:IF THE PRINT OR TYPE ON ANY rlr IIT IIII1�111I111 111 MIRIIN�IRI('IIII 111 111 1Iy,II11I11 117 Ilr IiI III III ILII 1111111 III I IIIIIIIIIIII ILI'IIIIIIIIILIIII III III i III IIIIII111 LII111 III 1111111 III III III / 9 IMAGE IS NOT AS CLEAR AS THIS NOTICE, L I 14� IT IS DUE TO THE QUALITY OF THE _ _ _ _� ORIGINAL DOCUMENT B �c BB LE � �E ����8 EI IE o��oE I BT LI S '' i t ��rt a�tt � L B 9 ► 6 lain (III Illlfll�lll�llllll IIII�IIIIIIIIIIIIIIIu��Illl Illll llll�lll�llll III01111IIII�IIIIIIIII�I�III�IIII�IIII�IIII IIII�IIII 111�III111111�1�1111�1111 IIII�I�IIIIWWllllllll�l�lllull�nn uu�uu 1uI�11u uu�1u�I uu�I�Ip L'IiIX11� 30X 4 O• p {4 W w N EXISTINC; RE5TAURANT BUILDING + rig 01 U. o c r4 +'e fel CA n ii V w �nnliilnmm _ 9 V/3 UR – OHO—— ` 1— 0�• N Ln D co Two n~aLm� �� -_ �,� cry nlA UK" f -iu[LULL - - TRAM ENCLOSURE / LTAIP 1 :9 -�> EXISTING MASTER SITE DIAG M I/16" • I'-0' 561 SQFT. ADDITION AT EXISTING PATIO--\ = "•-� WROUGHT IRON GATE I _ z LOBBY ADDITION Go \\ O - GONGRETCV LANDSCAPE? \ / PATIO I W Ll 1 V COLN � E) ` (j O -EXISTING CONC.WALK \ PLAZA .. ry ti a� a1 � R ANDSCAPE ® 1 (p" CONC CURW .�now _ B Q vJE�- CONCRETE STEPS I / W - h \ I ILA ■ I / Cie `n rn V \ ov a ( - — \�� c 9110 r N Q 1 SITE FLAN - ? Z SEE PLAN -- - - - - - ------ 1 I m MEDIUM BROOM FINISH �' 6 F'IQE MOLDED d) N TOOLED EDGES � JOINT FILLER MIN_SLOPE 1/4" PER FT. r2% MAXIMUM I RADIUS ---a- ---- ------ ----a.-1- <1 AC. PAYING LLl all L( a O O d°0OO O :00eo ° dPo•p•4• q• a6 —��° _ --0o • —•,— 11i 4" CONCRETE SLAB— • p oe W/ 6x6 x 1.4x1.4 wwm, A • /� EXPANSION JOINTS <\\\JJII • Z®'-m" oro. • CONTROL JOINTS • 5'-0" or-, ON ROCK BASE -04 BAR CONT. • n Q I'' /�' IS15 TOP 4 BOTTOM Greenbura Rd,10350 n J I E WA� _ LIM 9/d * 9UP2003.00294 2 of 57 O � I'-ra" Z O c O Q NOTICE: IF THE PRINT OR TYPE ON ANY I�i iII iII It l._t iII iII i I t Itt,II�II i t I III til�III iIII lIill i!II�III iI I lIIII iIII�I�I III III�III�IIIiI�I I VIII IIII I t I I_SI IIII II�I II�I I(I IIII I111�I bI I(I I(rl IIli�I.�II_ III IIII IIII�I�I .� n� IMAGE IS NOT AS CLEAR AS THIS NOTICE, I� �, a�oy • . ITIS DUE TO THE QUALITY OF THE "°'e S ORIGINAL DOCUMENT �OI£�Zt 8z LL �Z 9�Z 6Z £Z Z I T7 OZ et ft�T LT 9t 19T bi £t ZT tLll[[�lill'li ` (1 ll�llll�llll� - •1I I.I t v :.W .1 Y.. 1 �I °d1 1 2 134'-I" M - -- 12 -10" cj n 0 O P anO I 4- a .o 1 3� q N I Z t r1 A4.1 - ' I — - rn a in tA lJ I I � MECHANIC 6L lE) 11 PREP LINE ' PREP CXXX LINE DRY STORAlGE afICE WALK-IN I CWR _ 1 - ------ - --------- - 1T HALL Z -_-__ LL ---_ ._--- _ I _ V I COOK LINE - -.- -- - � T� CERAMIC TILE l_111J I I INFILLTO SAW CUT I -IN , I PANIC HARDWARE CE� T- . J EDGE NOTE: I BEER COOLER + SEE KITCHEN DRAWING'S WALK-IN WALK-IN _ FOR EQUIPMENT LAYOUT I COOLER FREEZER _ LIQUOR WALK ® STMIE r.,I I ' I � II __ II SER { V I I - —u VICE I s _ C2D 'J f n I I I iT � m I I SCULLERY „ la .; == — --- 1 -- --- � ® II A32 ELEV- 192b - -------- - - - - - - A52 ,. - -- ------ , x _� , Z I ' m \ i --- �o -- M7Q , - EMPLd`r'EE C05 � I - ------ I I (I � ��imh' ® I . I I'-0 _ 13'-0" 1'-m" I h 3 4 - -- ------ --- - - - --------- A9Z .' Ab7 I ' ' UNISEX ` I FABRICATED REMOVED - - - II - I I f AN COLUMN - FOUNTAIN AREA REMOVE EXISTING WINDOWS - 1 O / /E) I �' I INTERIOR C3)TOTAL , I _ 6a I � ( ,.• I VATIONS -- - 1 i 12 �s� bJ - or - �'� / f�� `t� 8 -1 -- n BAR - N-I.G. ! `n LN - - ELEV: 1935 " ELEV:,1 25 EXISTING -CERAMIC TILE t ry I BY OTHERS I I - _ -- --- . (E) 2' 3'-115" g,�„ �' 2'-5" DN CERAMIC INFILLTO SAW CUT _ 1)ININrs I [EXISTING -------- - I . - -- ---------- - TILE ' _ ELEV: 1351 ' -_ I EDGE ------- � _ --I - CERAMIC ON IIbJ I O 9 II II � ,a 33L 7 ' ® r� in TILE 1 61 , r' 9 e y 51-011 " `r 1 ! '� 7 I v ''' WROUGHT IRON - ------ - t- V;.- FENCE O FENCE At PATIO n - DINING -- +3'-b° HIGH (E) I , SAW GUT EXISTING I `r ' I m TILE I _� ------ -- - �— -_ -- -- — ---—J� ,' � Z � BRICK CAF' TO REMAIN AT WROUGHT IRON 103 PERIMETER OF DINING NO. 109 REMOVE EXISTING STEPS AND l _ E FENCE AT PATIO , C� + W INFILL LOW WALL TO MATCH , O , +3' b HIGH �� I 41; W DINING A9� ,' ELEV: 191.0' EXISTING - ,. ^,*y x = I - V F' O --- -- i - I ----^� � ��- - - - i - - ---i r----x----��--- ' 'I ----�----TI - -- .... -- - ---- - ----- - - 1_ _ . ._ -- -- - ------�----J L47 P It - , DNING I I I . B - --- Ln DINING (� 12 �►sJ a „ "- _ I I �j ; WROUGHT " IRON GATE m M " 1'-104° 3'-1p5 _ - DBL 3'-0" O - - - - II ----- L -____-__--__- - -----, S1D€W;ALX- - e� - -- -- Irl -_- I I l�-a0 [.. ^Tc�1iNG WROUGHT IRON III 111 ( , 1 ! 4.' .1 � �"' iiddlddl " GUARD RAIL AT m I 13 As1 I i 3y I Q I I ROTISSERIE � I I I I g ( 1 I 1 .DL✓/G'Gi, UN�,.�i.a/• Al - --- - --,k ILS, F %T.S ,PgN. i 14Fr----------------- _- ——--- 4 OAAJ STORAGE III III 113 1 O 0111 - �Q 5 ---- III III ff n - _ m V__ `r L. 7 2P) _ _ =====--======= 4 �s� 3 1 GCRU�C�I�RETR�BLBI3 _ h� in \y� I i _-- -- ���, L 1' I BROOD?FINISH � � I ►1 — I I I I ,✓ EM O _0ee 24 - - __ + JL ( ® ELEV: 1925 --- - T— -- -___ - --- al<Z>23 . STORAGE (E) - - - --_-� 22 - M © �I VESTIBULE �' e n -`1 104 i3 FALL JANITOR ' -- I-f -._-- � A91 � ® r , - _1- - -- -_ - - __ - - - - - - - - - - - - -- -- - _ - - - - - - - - - - -- 04.1 - - -----+ �" -- - - a u, '4@ Q10 :._... !-^-�= NEW WALL (aXb STUDS • 16" O.G.) - FULL HEIGHT PURR WALL TO --- - - --- z -LI - ROOM NUMBER OF SEATS MATCH WEST WALL — O WROUGHT IRON - al NEW FULL HEIGI4T WALL (2X4 STUDS i 16" O.G.) I. ALL DIMENSIONS ARE TO FACE OF DINING 186 SEATS PILASTERS - - STUCCO FINISH - -- OG -- GUARD RAIL AT , IL STUD,FURRING ROTISSERIE - - - O Z r----'-1 NEW 5'-4" HIGsH WALL (2X4 SCUDS a 16' O.CJ CAR 92 SEATS UNLESS NOTED OTHERIUI6E. __-- EXISTING CONTSTRUCTION TO REMAIN LOBCY 10 SEATS + � O O � 2. PROVIDE ELECTRICAL '-6Y+ 3'-415" EXISTING GONTSTRIJGtION TO PSE REMOVED Gh�' ON DOORS. tOtAL 288 8EAT8 OWNER FURNISHED/OWNER INSTALLED ITEMS 3 MILLWORK COMPANY TO GU!5MIT - COMI'LETE SHOP DRAWINWf FOR SHOWN FOR REFERENCE ONLY Ef�ATIO I 20 8EAT8 APPROVAL. ----- ------ - -- !V I DOOR TAG, SEC SHEET A-- --- ' 4. GENERAL CONTRACTOR 70 PROVIDE --- -- ADEQUATE BLOCKING AT ALL T.V. -- ___-- AREA OI WINDOW NUMBER, SEE SHEET A-- FOR LOCATIONS FROM CEILING t0 �I -- DIMENSIONS 4'-@" AFF. L NING/BAR 6131 SQUARE FEET KITCt IEN 2E61 SQUARE FEET __--- 4 5. GENERAL CONTRACTOR TO PROVIDE -- -- - -- ---- --- -- - ---' SHEET A--, CENTER NLP113ER DENOTES SHEET NUMBER GLEAN CUILDING AT TIME OF LOBBY 615 SQUARE FEET � OF SCRIES A-, EXAMPLE: A-- TURNOVER (CY FROF�SSIONAL - 5'-4" -4" JANItORIAI.. GOf"1PANY). TOTAL lexl�tl,cl +new) E113 SQUARE FEEL -4" 13'-0Y+' ZrD _ - --- - - - 1 WALL ASSEMBLY TAC3 - SEE SHEET A-- 6 PROVIDE ZX CLOCKING AT ALL CANTILEVERED � -- -- ---._. - --_ _ _ 44'-b" -_ ROOM NE1Jr r:ONSTRUGTION --- __ --- ---- - - -- - _ - a TABLE BABES. SEE DETAIL — F 1. ALL INTERIOR PLAN DIMENSIONS 4. PROVIDE HORIZONTAL BLOCK -^ CAR 894 BQUAii. FEEL G+'�'R�DtiS!' REQUIRED 10. GENERAL CONTRACTOR TO PROVIDE ARE FROM FACE OF STUD UNLESS LOC O.0 At ALL WAINSCOT BOARD BACKING AND BLOCKING FOR ALL. CLEAN BUILDING AT TIME Or- AN P m m f *� L.ODCY Z6 SQUARE FEET OTHERWISE INDICATED. ALL LOCATIONS. e FLOOR PLAN `-- _ -- -- --- EXTERIOR DIMENSIONS ARE TO 5, PIROVIDE ELECTRICAL AND WALL ANP CEILING HUNG FIXTURES, TURNOVER (BY PROFESSIONALEQUIPMENe FACE OF SI-HEAT14ING (FACE OF SPRINKLER CONTROL VALVE STRUC RT ORAAND TWING8 FOR WALL RIM. SEE JANITORIAL COMPANY). - tOTAL 620 SQUARE FEET -_- I FOUNDATION)UNLESS OTHERWISE SIGN ON DOOR 11. ART GLA88 SUPPLIED BY OILIER INSTALLED n N J NOTED. BACKING .-. . SHEARWALL BY CONTRACTOR c b. CONTRACTOR SHALL MEET WITH PLYWOOD COORDINATE W/ OWNER 1. 6C•_ KITCHEN DRAWINGS FOR BUILDING OFFICIAL TO 'VERIFY N LOCATION OF SHEET METAL O DAGK.NG TO BE PROVIDED BY G.G. QUANTITY AND LOCATION IF ALL EQUIPMENT BLACKING IN KITCHEN Z 3. PROVIDE ix9 BLOCKING AT ALL EXIT SIGNAGE. VERIFY LOCATIONS AREAS. Greenouro Rd,10350 d +0• i WITH OWNER 9. MILLWORK COMPANY t0 SUBMIT 3 of 57 O Q r CANTILEVERED TABLES. BUP2003.00294 Q o 1. RAL GONTRACtOR TO PROVIDE COMPLETE SHOP DRAWINGSACN!GUFOR LOCATTIONS FRA"I G'EILMG TOL T.Y. APF'1ROVAL. 4'-V' APP. k NOTICE: IF THE PRINT OR TYPE ON ANY TTr I l I III III III 111 III I I III III III I III III III III III III III I I I I 1 11 III III III III III VIII III 11 I I I I I l 111 111 1 1 111 III 111 I 1111 111 I I f 1 1 111 III VII I �_� 1 I _1 _! I- ! I 1 I i 1 ► i 16 i i ! 1 I �b I ! �� ���>� a, 00y IMAGE IS NO"CAS CLEAR AS THIS NOTICE, -1 `- -�_�` 11 IS DINE TO THE QUALITY OF THE _ No 36 S- a-- ORIGINAL DOCUMENT � IIII VIII 1',',I11111111111�1111.11111,,1�1111111111111T'I',,, , III it 111 111111111 Illlllfll�llll Illl�llllllllilll I Illl�llillil11 IIIII1111111111101 IIII�IIII�IIII7,111111, ll�lllllllll !I!i 1111 Iltl�llll�Illl lllLllll�llll �1 11 L!l�ll!1I11-�IIIWIII �4 44i I 1f✓f ly ItA 'N 1 N ,o + ' °n o a a a -� ` p o I U- d z r; a o LA / V - / -r-i --- - -- u MECHANICAL ,,• DRY STORAGE !CE ® SERVICE YARD PREP LINE 1 ® PREP COOK LINE I \ e m I 1 COOK LINE I , ! WALK-IN Ay,l�c NAAw�tt,(t� I COOLER / FREEZER STORAGE BEER cm I SERVICE - --------- -- - — I - I (*0.. SKULLERY --- -_- — -—-- 24x30 1 T ILr " A. •:. ® �,II II C y0 M a �/ Z UNISEXDIA 30x12 30.48 EMPLOYE I 4 Q4DIA DIA 14x30® - � . BAR W I �-- - -- -- -----�--�� _ -- -- _ _- -- ---- - -tEATSi 1dx30 J 8 DINING DINGING I b a I I / I I I I --- V ® I 3Ox12 30x48 SEATS ----- -7 7r-----. _---------��- I - I 1 D A9� _ \ I i `\ N r 48" - TYP DA DIA ! DA ! I I 30x12 1 30x48 . 6 +I. 01A , 4 4 -_ ..• d4 2 3Ox12 30x 48 III \ \�.,r_ `.1� �r �, -,-r-✓ -(--=�,-��--//, \ W I I5EA / DINING 1 1 I I , 3Ox30 I x30 I t , _ ___ I - ° c _1 - r r i -- - -- - ---- - --� - - -- -I- — t- -t- - 4 30x48 -30x48 13®X40 30x40 - 0x48 II 306x12 i I 4 I 4 i'' ! �� 4 I I ! ; 4 ( I 4 i ! { 4 ---- tY—* o i —- —— \ P oL �- X ill IL_--- L.J1i �_-._ j—� ------__---__- _ �_------- - --J 2ax301 I�+ I� I I I Ia I I I �2 L __--._-_ ____..._________ ___-_ _----___---_-__- L______-- __--� I DIA X02 30 3Ln 636 --- JS E A T S ' Q(j DINING -I 2 i � 0 ._ 1 3m448 I I te.�`- ' :- �•:. M V I - DINING m SEATS I lei I 3(dx3m - I_ ® I - - - ------ - --------- I i I I I IIA 0 I 4 � ( I _ I '! i I' I I I ,i ! I� I• i ; N i .I ' I I I �_._ ..� I I I .. . ,• F'� � •{ i rII 30x30 !0 l �ii � II fIII !I 30x48L( II}I1 I I I ' I 30x40 30x48 9®44 4 a 4" 4 x 40 Ij I 24x30 IIII IIII IIII A99 Z II 30x48 II . PAT x30 30x12 4TYP 36x3FFZLIL l L. 1'!' \ 1 I ��• ! Ij- I DIA LOBBY -. - � MEN +-- 3002I I +; - I U ® TYP 30x48 0.30 90 3b�36 2 ` I I I I WOMEN I� .4�30 f (� I j - / a `-- r, IA o 0-- - ® 3Ox48 JAN11 VESTIBULE 24x301 I a I 4b•"'. . HALL 2L- ' DIA 24x3004 \, \ • • U NEW WALL (2X6 STUDS 0 Ib" O.C.) ROOM NUMBER OF SEATS I e DINING NEW FULL HEIrsHT WALL (2X4 51UDS 's 16" O.C.) 1. ALL DIMENSIONE, ARE TO FACE OF --_- -_ --� NEW 5'-4" NIGH WALL (2X4 STUDS 6 16" O.C.) STUD,FURRING BAR 88 SEATS UNLESS NOTED OTHERWISE. � ----- -- ------- ++ LIU �t O L051BY 10 BEATS - i =- J EXISTING CONTSTRUCTION TO REMAIN 2. PROVIDE ELECTRICAL I SIGNS ON DOORS. TOTAL — 286 SEATS !F = EXISTING CONTSTRUGTiON TO BE REMOVED - --- 3 i11LLWOW COMPAN1- TO SUBMIT -- - - OWNER FURNISHED/OU,NER INSTALLED MEl'18 SHOWN =OR REFERENCE ONLY COMPLk 1E SHOP DRAWINGS FOR [PL1.10 I - 20 SEATS — APPROVAL. { L'OOR TAG, SEE SHEET A-- 4, GENERAL CONTRACTOR TO PROVIDE ,ARErQ ! �- ADEQUATE BLOCKING AT ALL T.V. - �� WINDOW NUMBER SEE SHEET A-- FOR LOCATIONS FROM CEILING TO DINING/9AR_-- 5305 SQUARE FEET L� DIMENSIONS 4'-0" A.F.F. KITCHEN 21c13 SQUARE FEET * 5. SHEET A c:FNTER NUMBER DENOTES SHEE' NUMBER GENERAL CONTRACTOR TO PROVIDE LOBBY 666 SQUARE FEET GLEAN BUILDING AT TIME OF OF SERIES A-, EXAMPLE: A-- TURNOVER (BY PROFESSIONAL TOTAL 81164 SQUARE FEET JANITORIAL COMPANY). ----- - - WALT_ ASSEMBLY TAG - SEE SHEET A - 6• PROVIDE 2X BLOCKING AT ALL CANTILEVEREDROOM --- NEW CONSTRUCTION TABLE BASES. SEE DETAIL -- _--- 9 !AR 594 SQUARE FEET 9 rl L.ODBY 18 SQUARE FEET I ry 1 SE,4T ING� �1'4UT - -- rvi r 4 m' TOts1L611 SQUARE FEETI— < 4 -- __ – — — Greenburq Rd,10350 BUP2003-00294 4 of 57 ' n cc . NOTICE.: IF THE PRINT OR TYPE ON ANY L►r�_�_� �_���_►_��_��-�1►_I�_��1��I I►_li_I�i_���I�►I��I►1►�!i���l�l�l�ill�ii►�iI� I►��II��S�►III��►i�i�l-_I 4 I I III I111 X1 jIIIII9I1I I1 V1�III I I 1�1-4lI-II II IMAGE IS NOT AS CLEAR AS THIS NOTICE, 4'iI_ I IT IS DUE TO THE QUALITY OF THE No-36 eI'LI�II.xI!T • fin" ORIGINAL DOCUMENT P8T � T T T IL IH 9 IIIIIIII _ 11161IIII LU� [� L [1 ��;11 ulT�I��►l � IIIIIIIIII6II11II r Q3 I N 1 ><o 4 i I � 3ry I A41 I I ' r I I - — — — — - - - - - - - - - - - 1—I -- —� u ---------- — _ I t i I I PREP LME PREP KLINE DRY I ITMGE I7m 011 om WALK-IN ICOIR 3 I I A23 r COOK I� II x�I IIx II � r ®L 1��1 ILEI 3 WALK-IN WALK-M WALK-IN COOLER !iffE7ER BEER®ER cm CONCE ED CEILING �7 r ACGEB FROM KITGHE CEILING ' r ' a 1�1 SERVICE 1 1 SCULLERY RIDGE RIDGE g r ® — -- - - --- - p ® ® ® ® ® a O O � W - - --- -- - - - EMPLOYEE U,- - r p O . UNISEX ® 'i4 '14 14' 'Ia' . 4 V 19 rT b- -� ® 1 FALSE < 0 r. A97 R RIDGE 73( RIDGE O ui iI _ •13 13• j - 06. 93 P OL W r 9N D 2X$ PINE .61 9'•®" l_ro�'-I ® ® A 0 6O $ • 24' o. C. DINING '® O V ® 5KT IGHT IE> 5E ]0 5KTL'OPT l SKYLIGHT SEI 9KYLIG t (EU ® PARTIAL WOOD ® - 11 TRUSS p ® SKYLIGHT 'E: A97 •IS'-I" '13 13• 11 WOOD TPA$ 'O' 'E' ee9'O ® W14' Lu 4,14 GL n' D® ® O "0m ® r� ® ® ® ® 21 20' 4SO — _—_ _—_ •—_— _ — _—_ c— _—_ —_— _ _ LA a n o W^OD TL166 W _ _..- —. z Q O II ..' II O p p li ® O DINING '4' '4 ALL GREASE DUCTS ,5,•m. DMMG o -. _. _— _. . __ y_m„ ® - O O ABOVE Hoon wRgPPED . . 1 I O '- 20' w m WITH UL LISTED -HOUR 3 ® - - 74X90" ATTIC ACCESS PIPE DUCT WRAP PER O T I I r MANUFACTURERS SLOPE '9' 21' INSTRUCTIONS AND A. WOOD TRUSS 1 IB ® ® ® S LISTING REQUIRCMENTS •3• RIDGE 1 COFFERED -- A91 91M. O' '7' '4' CEILpSl.'i ,S. -- •4.4••4.4' 1 •4,4••4.4• 4.4'.4,4. ,1.4'•4.1• •4.4.4.4: 4'4.4.0• O O I of 13 L 3 '20' A �� z !01 93 ® 9 ® LOBBY ® O 21 O 16 ® '3' ,6 A57 '40' .4D. I 1 S. .S, ., 6.-3rr 6'-5„ 6,••Vy.J4' 16. wom O MIN gO 2G' ® ® O ® T7 O 1Q7' 13 .O IL 1 '6• '9' 21' O -6,r VESTIBULE O ® s- ® I - 1 ,4. Z o ANiOR ® 'p3• O O I Q J N-V 13 11 SUSPENDED CEILING FRAMING SYSTEMS 94ALL DE DESIGNED TO RESIST .T •" 2 A LATERAL FORCE OF 10OF THE WEI1WT OF THE CEILING ASSEMBLY 4T.-6^ a. _ �U L AND ANY LOAD$ TRIBUTARY TO THE SYSTEM. FOR PURPOSES OF 1 DETERMINING THE LATERAL FORCE, A MINIMUM WEIGHT OF 5 POUNDS J e PER SQUARE FOOT SHALL BE USED. _— _ -_. _ _ --. —-- - ' - -- - - - ---- - - - - - - - - - - - —�— - -- - - - - - — - u N UM4ERE CEILING LOADS 00 AOT EXCEED 5 POUNDS PER SQUARE FOOT Er SPRINKLER NOTES MA 04ERE PARTITIONS ARE NOT CONNECTED TO THE CEILING SYSTEM. REFLECTED CE I L INC 1 t LAN O THE FOLLOWING BRACING METHOD MAY BE EMPLOYED: _i W I. LATERAL SUPPORT MAY DE PROVIDED DT 4 WIPER OF MINIMUM /4' -0' r I. BIDDER DESIGNED ER PILO SIGN OF E%IBTrMG SPRINKLER 9T8 M. u Z NO. 17 LATERAL IN 4 DIRECTIONS 90° APART, AND CONNECTED TO THE N 1 \\ I AUTOMATIC SPRINKLER PL+NO MUST DE SUBMITTED TO !WD WAIN RUKNER WITHIN Y' OF THE GRo99 RUNNER AND TO THE STRUCTURE \�I-J'(//y/ MUST BE DT THE FIRE PRED N5Y T DEPARTMENT dND J ABOVE AT AN ANGLE NOT TOE ROSS JN FROM THE PLANE TR HE MUST BE STAMPED "ACCEPTED" DY THE OREECN CEILING, THESE LATERAL SUPPORT POINTE FROM SHALLT PLACED LAN 17 THE "M " M INSURANCE AND RATING BUREAU OR A RECOGNIZED L IN EACH DIRECTION WITH THE FIRST POINT WITHIN 4' FROM EACH 45"OC TTP SORITI PRP ON INSURANCE RATING AGENCY PRIOR TO SUBMITTAL. h"MI590s ON 2. PROVIDE I" CLEARANCE AROUND 5PRINKLER PIPING WHERE WALL. I 7 M 4'. .74"OA, IT PENETRATES BEAM OR TRU65. VERIFY OPENING 912E 7 ALLOWANCES SHALL DE MADE FOR LATERAL MOVEMENT OF THE MAIN RUNNERS�f II W/7r DIA& BRACING WITH 9TRUCTLRA ENGINEER SEFC E PUTTING HQFa SYSTEM. MAIN RUNNERS MAY BE ATTACHED AT TWO ADJACENT WALLS {I—+,�,y`lllh' • 45"04. WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT 3, RUN PIPES TIGHT TO UNDERSIDE OF TRUSS DOUBLE AT THE OTHER TWO WALLS. TOP CHORD • A OF TOP AND BOTTOM CHORD. HANG PIPE SUSP. ACOUSTICAL CEILING I IOL EVEN 4 PARALLEL TO CEILING BETWEEN TRUSSES. 3. VERTICAL SUPPOR' SHALL BE PROVIDED WITH THE REQUIREMENT PERIMETER L o PERIMETER L THAT VERDISTICAL 16 OF CROSS R:NNER9 AND MAI'I RUNNERS STARTER WALL II_OFP091TE WALL 4. RUN PIPE FOLLOWING GABLE ALONG BOTTOM OF PURLINS BE VERTICALLY SUPF RTED WITHIN S" OF SUCH DISCONTINUITIES FIXED END FLOATING END CLC. AS MAY OCCUR WHERE THE CEILING I$ DISRUPTED BY A WALL. �y.-�--- 5. RUN PIPE THROUGH TO P GL PARALLEL BEAM • S OF TOP AND BOTTOM. 4, LIGHTING FIXTURES AND AIR DIR4USER9 SHALL BE SUPPORTED RUN AS TIGHT i0 PARdLLEL PURLIN A9 PU891D!_E. DIRECTLY BY WIRES TO HE STRUCTURE ABOVE BY A MINIMUM OF �COMPREB MAXSTRUT • SANITARY SEALANT 7 HANGERS AT OPPOSITE CORNERS. 12 -0 OC dx Ed WAY 6. RUN PIPE TIGHT TO GLU-LAM BEAM OUCH THAT 6 OF PIFE 19 • 6 OF TOP AND BOTTOM OF BEAM. EXCEPTION, RECESSED LIGHTING FIXTURES NOT OVER 96 POUNDS IN CROSS RUNNERS WEIGHT, AND PENDANT FIXTURES NOT OVER 70 POUNDS IN WEIGHT, T. R IN PIPING A SOFFITS D OP CE POSSIBLE. Ln MAY BE S.IPPOPTED AND ATTACHED DIRECTLY TO THE CEILING SYSTEM COOLER WALL H RUNNERS BY A POSITIVE ATTACHMENT SUCH AS SCREWS OR BOLTS. M2 WIRE BRACING • 45' B. RUN PIPING ALOE DROP ROILING WHERE ER RISER y 1 ALIGNED W/ EA RUNNER AIR DIFFUSERS WHICH 'WEIGH NOT MORE THAN 20 POUNDS AND WHICH !4 DIRECTIONS/ 9. PROVIDE I"PENETRATION AROUND SPRINKLER RISER AT II RECEIVE NO TRIBUTARY LOADING FROM DUCT WOW MAY DE POSITIVELY MAIN RUNNERS FLOOR PENETRATION TO ALLOW FOR MOVEMENT. ATTACHED TO AND SUPPORTED BY THE CEILING RUNNERS. 10. 2" DRAIN FOR SPRINKLER SYSTEM SHALL DRAIN TO 4 SAFE. Z T 4PPROVEO LOCATION OUTSIDE OF THE BUILDING. COOLER SOFFIT Il A NOTE W49 BEEN ADDED TO SHEET AXX STATINS GmMEOFFL 2. CEILING GRID BRACING REQUIREMENTS a F21o,'4 ,� o R THAT THE SPRINKLER SYSTEM SHALL BE MONITORED BY 5.1 sr 0 O Q 2 I2 THESPRINKLER SYSTEM SHALL IHHA EI INTER OR AND EXTERIOR AUDIBLE ALARMS, " _ .a��Ha�w..P.ctPK..rv+rrw+Fw. Ir✓++u�rw.w..Wr....°.,._..+.........-,.,.w...°,,.....rur.•...+„.,�.. ,.. - 1A: -_-__--. 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LAG TO I -,•�_— -__-�„J SOLID DLKG w/ 1/2"o x 3" LAG r ¢ t 5U5PENDED ACOU5TIC41L CEDING PANELS } +11 �- FOR MECHANICAL SEE M2.I A?.5 j •�� t 1 �f 2 3/8" X 3/b" FLAT II1� J 'j• , I DAR CTYPICALJ .. 3/4"o RUNGS I I r .I .y� ROOF BRACKET SEE S SIMILAR • — - �1�n ', I• .•.lir .V' wi . f f v �'�Jij� yJr m. P r •r . ,. w• f ; ,) '+..I L.. _llr r • w�.' C� O O ,y ' � O (� � v 1 ..�jj� A T a ••�'- �� I • '. + r. _ y{/�^r 4:,_. c �iX Com• ''c S S, c _+y_ ;� (^(��'r";> t �(' i -rr yl. '•�[� f Yd 'y„i.• •' yl .. .. ,.. , 0. EXISTING Mlfs$! .. 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(� 2X12 FASCIA 5 GENERAL CONTRACTOR TO PROVIDE — 2X12 JOIST CLEAN BUILDING AT TIME OF ry r I TURNOVER rB7" PROFESSIONAL \ JANITORIAL COMPANY?- N s CA!�1T STRIP 2 CUTTER DE FAIL 1 RoaF PLAN i C 1246 �" _ G?" 23C. 4' p Greenbury Rd,10350 0 BUP2003-00294 I 601 57 1 111111 0 � I i I n I NOTICE: IF THE PRINT OR TYPE ON ANY I I f I l t IIITilI I II I Iii I I I IIII III 11 I I I I f l I hill IjIIIfIIII I IIII III(I I I I l i l III III I I III III III 11 I I I III I I I I I I II l l I I I I f l I 1 II II IIII III 11IMAGEiS NOT AS CLEAR ASTHIS NOTICE, I I I I� ^I 1_141! _L_I I I sl I __ �_I -I I I I I I I �b I 1 I �_ 1� /�oV_ _�.� No.3e ji. 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ORIGINAL DOCUMENT t:1 Z 1 9L LZ t Z Z �111111111 �ZIOZ 8t 8St Gt tt i I 8 B L 9 9I 4 S Z 711111;11 I IIII►Illllllllt��� l�lIII ► I�1111II.�IIII!�II 1111(1111 1Illilll11lll�lllll�ll�ll�� IIII IIII I�II�IIII �II��► II�II� I►II�►III Illl�l�lll�l�ll�fll IIII�II�I III��►ill�llt�111111�1�1►1lilllllll� - 1111111ll111111� ft' F l fR00 i F I� 1151 I S I I F_C)I I"F - - -- NOTE ARCHALL ITECTS ECTS Iv N ES LO"BEFOREFAINTAPP I TION TO .4PPRG✓cD BY OWNER AIVp NO NAME _7 LF DABS --- NORTH EA6T — SOUTH WEST GEILMG REMAN" • ,; -----r--- AT ACOUSTICAL CEILING TILE bU8 MAT FIN MAT FIN 6U8 MAT PIN am MAT FM 6UC I MAT FIN am MAT FIN MAT FIN HE1414T 100 VESTIBULE CONC WOM BLACK WO ST GW5 WG STI / PT-4 GWB WC STI / PT-4 GWB WC STI PT- GWB WC STI / PT- GWB Pt-5 VAULT PT ABOVE WAINSCOT GONG CONCRETE _�- _ __-- ---_--- ---__--- ---- -- --- --- --._ -- ---- -- - -- ----- - -- - -- GTI - G LE. JNI ED LE-GROSSV SLE 5 RONG V510 , BUTT , UK BROWN 101 LOBBY CONC. CPT FAC WD ST GWB WC STI / PT-2 GWB WG STI PT-2 GWB WC STI / PT-2 GWB WC STI / ?r-2 GWB Pi 9'-0" PT ABOVE WAINSCOT,GWB FINISH GERAMI T T TI T a T • C ' 0 - - - —- ---- - ----_- - - - - - GROUT -- - - --- -- -- - taL b p 102 HALL CONC. CPT FAG WD ST GIUB WC STI / PT-2 GWB WG STI / PT-2 GWB WG STI / PT-2 GWB WC a'I / PT-2 GWB PT-4 1'-b" PT ABOVE WAINSCOT,CAM FINISH CT2 CERAMIC T LE. OJ.M. - IE 101/66 3 � r ! -- _ -- 103 MEN LONG. SLAIN STAIN CT2 FAG MRGB CT2, 3 FAC / WP MRC3B CT2, 3 FAC / WP MRGB CT2, 3 FAC' / WP MRGB CT2, 3 FAC / WP MRGB PT4 1'-b" WP ABOVE CERAMIC TILE WAINSCOT,GWB FINISH GT3 CERAMIC T.-E: O.T.M. - LAH 50311/0,36 '�^ a° 104 WOMEN CONIC. STAIN SLAIN GTZ FAG MRCaB LA CT2, 3 FAC / WP MRC® CT2, 3 FAC / WP MRGB CT2, 3 FAC /WP MRGB CT2, 3 FAG / WP MRGB PT4 1'-61. WP ABOVE CERAMIC TILE WAINSCOT,GWB FINISH CT4 CERAMIC T I•E FLOOR SUPPLY, ITALGRANITI-OLD STONE, GARC,050 50630 - -- -- -- - U 105 JANITOR GONG. QTl FAC QTI FAG GWB - GWB PT-3 GWB GWE3 PT-3 GWB GWI5 PT-3 GWB GWB PT-3 GWB - PT-3 - 1'-b" - - CPT CARPET. BY OWNER � 106 BAR CONC. CT4/CPT FAG CT4 FAC GWB GWB PT-1 GWB GWB PT-1 GWB GWB PT-1 GWB IUC STI / PT-I GWE PT-4 VAULT - - - FAG FACTORY F'NISH 101 DINING GONG. CPT FAC WD ST GUS GWB PT-2 GWB WG STI / PT-2 GUS WC ST / PT-2 GWB WG ST / PT-2 GWB PT-3 9'-0"- _- -- - _-__--_ __ -_- FRP FIBERGLASS REINFORCEC PLASTIC PANELS: WHITE. U 108 DINING GONG. GPT FAC GPT FAC GUS WG STI / PT-1 GWB - Pt-1 GUS IUC PT-I GWB - PT-1 GWB PT-5 S.-0" GwB GYPSUM WALL BOARD - SEE SPECIFICATIONS. Q 109 DINING GONG CT4 FAG WD (E) ST GWB GWB PT-4 GWB GWB PT-4 GUS GWB PT-4 GWB GWB PT-4 GUS PT-5 15'-1" TRELLIS TO BE PT-I, TILE INFILL TO BE CT4 _ MRGB MOISTURE RESISTANT GYPSUM WALL BOARD - SEE SPEGIFICAt GhS 110 DINING CONIC. GPT FAC CPT FAG GUS WG STI / PT-2 GWB WC STI / PT-2 GUS WG ST / PT-2 GWB WC 8T / PT-2 GWB PT-1 VAULT PT ABOVE WAINSCOT,GWB FINISH _ _ Pi-I PAINT- MILER AGI40N,MIg9i01.1 BROWN III DINING CONC CPT FAC WD ST GWB WC STI / PT-2 GWB- WG STI / PT-2 GU.® WC ST / PT-2 GWB WG ST / PT-2 GWB PT-3 8'-0" PT ABOVE WAINSCOT,GWB FIN!SH _ - PT-2 PAINT-MILLER 8206N, TARRYTOWN '2 EfrIPLOYEE CONC. QTI FAC QTI FAC GLLS FRP FAG GUS FRP FAG GWB FRP FAG GWB FRP FAC AT PT-4 8'-0" PAINT - OIL BASE ENAMEL TREE - _— _ - ---- ----- — --- — --- --- - --- _-.-_ _ - Pt-3 PAINT-, LL R 8194 A ER MI E M G P 113 UNISEX CONC. QTI FAC ♦ -TI FAC MRGB FRP FAC MRGB FRP FAC MRGB FRP FAC — MRGB FRP FAG mpti5 PT-4 8'-0" ate.. DRYWALL TO BE MRGWB FOR THE FIRST 4' GWB - REST OF THE WALL TO BE GWB. PAINT - OIL BASE ENAMEL PT-4 PAINT- MILLER 8594", MY3T'G caREEN 114 SCULLERY CONC. QTI FAG QTI FAC GWB FRP FAG GWl5 FRP FAC GLLe FRP FAC GUS FRP FAG AT FAG 8'-0" ALL DRYWALL TO BE MRGB FOR THE FIRST 4' _ ^ _ —__RG PT-5 PAINT-MILLER 8595!7, ELM COURT 115 PREP LINE — CONC. QTI FAC QTI FAC GU33 FRP FAC GWB FRP FAC -- GWB FRP FAC — GWB FRP FAC AT FAC 8'-0" — -- -- _ _ QT QUARRY T!LF_ 116 PREP COOK LINE CONIC. QTI FAG QTI FAC GWB FRP FAC GUS FRP FAC _ GU'U FRP � FAC - GLLS FRP FAC AT FAG 8'-0" —_----- _ GTI GaL+ARRI• TILE DOVE BABE 111 COOK LINE CONIC. QTI FAG QTI FAC GWB FAG FAC GWB FAG FAC GUS FAC FAC GW15 FAC FAC AT FAC 8'-0" _-- 8T WOOp STAIN IIB SERVICE GONG. QTI FAC QTI FAC GWB FAC FAG GWB FAG FAG GWI5 FAG FAC GWB FAG FAC AT FAG 8'-0" _ 5T1 WOOD STAIN lie DRY STORAGE CONC. QTI FAC QTI FAG GUS FRP FAC GU15 FRP- FAG GWB FRP FAG C:WB FRP FAC AT _ FAC 8'-0" PAINT - OIL BASE ENAMEL - ---_- — _ --- - --^ -- -- - - ----- ----- - ---- -.._.-._ - --- - -- -_ `- -- --- -- --- ----- WAINSCOT U1G 120 OFFICE CONC. QTI FAG QT FAC GWB - PT-4 GWB PT-4 GUS - PT-4 GWB - PT-4 GWB PT-3 8'-0" PAINT - OIL BASE ENAMEL -_ _---,- -- _._ _ --- - --- -- WD(Ei WOOD (EXISTING) 121 MECHANICAL CONC. QTI FAG QT FAG GWB - PT-4 GWB - PT-4 GWB - PT-4 GWB-- - PT-4 GWB PT-3 8'-0" PAINT - OIL BASE ENAMEL _---- _---- - - _-- ----------- ------._- -_-- _ WP WALL vINYL-ESSEX REMBRAN7 �.INEN, 5P-WA�e� 122 HALL CONIC. QTI FAC QT FAC GWB FRP FAG GWB FRP FAG GWB FRP FAC GWB FRP FAC AT FAC 8'-0" _ U)OM wALK OFF "AT-ATMir: HERGULESE NOP "i GR�S (R.T) 123 WALK-IN COOLER CONC. QTI FAG QT FAC GUS _ FAG FAG GWB FAG FAC GWB FAC FAG GWB FAG FAC GWB FAG - - —"- 124 WALK-IN FREEZER CONC FAC FAC FAG FAC GWB FAC FAC GWB FAC FAC GWB FAG FAC GUM FAG FAG GWB FAG - - _-- --_ ACC5880RIES SCHEDULE 125 IUALK-IN BEER COOLER CONIC. QTI FAC QT FAG GWB FAG FAC GWB FAC FAG GUS FAC FAC GWB FAC FAC GWB FAC - BEER COOLER SUPPLIED BY MANUFACTURER MARK DESCRIPTION _ MANUF MODEL_ REMAIQKB 126 WALK-IN COOLER GONG QTI FAC QT FAC clue FAG FAG GWB FAC FAC GWB FAC FAG GWB FAG FAG GWB FAG - 1 2' x 3' MIRROR _ GLA_88 CUSTOM SEE SPECIFICATIONS - -.r --____.-.__-- -- __ _- _ 2 TOWEL 0I8P1WA8TE REGP. __-- DOFlRICK D-38034 2- LIQUOR STORAGE -GONG. QTI FAG QT FAC COOLER FAC FAC GWB FRP FAC GWB FRP GWB GWB FRP GWB AT FAC 9'-0" --- -- ----- --- -- --- WALL 3 TOILEt_TI88UE 0I6PEN8ER 50BRICK D-2893 4 80AP DIP�PENSER — VENDOR SUPPLIED _- 5 GRAB BAR SETS 36" t 48" BOBRICK B-583'1 1 FULL LENGTH MIRROR 5IBRICK 8-2W-2412 - --- 1 6ANITARI' NAPKIN DI6PEN8E_R_ NBRICK 5-3500-25loll _ J� "11RROR Q-' 8 TOILET SEAT COVER D18PENSER BOBRICK 8-301 c • "0 - - cc 6 5.. 5 10'9(•" 5 -6.. IZ"MAX. -- - --- �`- RAISE BILL AT EXISTING 36" 9 TOWEL OISPEN6ER _ BO_®RICK D-359 3 4, 4 WINDOW SIMPA�. -- 42" MI . � 0 IO VANITY MIRROR BOBRICK B-Ib5-2436-m -- 5 ® -- - _--- —_ - a II UNDER COUNTER WASTE RECP _ ---- -- - f X OC 12 TOILET SEAT,NAPKIN, TIS6UE D'SP. BOBRICK 8-351 9 T1 P. 6 - - A9.1 I SIM. I F�{� ' F_ F. U � _ 1 �4_6 coo - _ � } 13 TOILET BEAT, NAPKIN, 71860E U18P. BOERICK 8-35145 "� w4 TOILET PARTITIONS SEE BPECIFICATION8. ° _ e l" f' R_ — 13 e \ ! R 15 COAT HOOK W/ BUMPER iOBRICK �-212 _ SIM. A9.1 LL,/ 6" MAXI 4" ! 'P11 47 G� A9-1 B -Jr- -� �0° c�r� 16- -- BABY GHANGING_BTATION-- -- BOBRIGIC 8-220_0_ HORIZONTAL----- A I"I TOWEL. D18PEN6ER 505RICK 8-26'70 _ (E r ADA SCHEMATIC - I A9.1 .� m � m 'l NOTE: FIXTURE, STALL 4 ACGE880R'r � Z w CLEARANCES 4 DIMENSIONS ARE NOT A - - SIM. , 5 RC., 2 3 R.O. FRP, TYP. 4 COMPLETE LISTING OF ADAAG AND BUILDING I- 3^ EQ Q O B A9J n - -- -- m A91 J CODE REQUIREMENTS. REFERENCE OREGON 1 DINING NO. III FLOOR ELEV. to A9.1 -ART GLAZING BY Ayi STRUCTURAL SPECIALTY CODE, 1998 EDITION, 4 AND ADAAG FOR SPECIFIC REQUIREMENTS �p�* A91 SIM. A9.1 -- --------- --'Ic-- OWNER - ---------- - � - S-1 �7 - 09 W -- -- ------ - ---- ---- --------- - -------- ----- - --- ----- -- ------ ---- -- - Of / IV du 9 OA O ® L"SEX i v -- --- - INTERIOR _ INTERIOR INTERIOR INTERIORDE _ L z SIM 91 RECESSEp 3 PANEL 1'-6" W 19 A - --- - 19 14 / DOR FROMSOLID i0 -- -- 7 A31 A9.1 �A91 LR. - W A9.1 S I" �` -- ERIOR1NT RIOR INTERIOR UN15 >1 RESTROOM FLUSH-- *�JT I/4" I'-0" A11 9 PANEL HM. _ _ 3 18 Ea 0 Al15 10 15 A9•I A I SIM, r Ln 210 CO - - -_ A9.1 INTERIOR INTERIOR INTERIOR 1�OO� �C �-•��D U L� _ BAR BAR __ BAR DOOR --- FRAME _ NOTES: - -- EXIT DOORS ARE OPENABLE a p 1 FROM INSIDE W/0 THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. ALL LATCHING OR LOCKING DOORS, SHALL BE OPERABLE e•Y LEVEF: TYPE OR PANIC HARDWARE:. LOCKED EXIT - - DOORS SHALL OPERATE AS r'-f�-��� I I I f I IV MAX. IN EGW66 DOOROPENINCsIEFFORT 9 II - - _ QC I 85 LBB. EXTERIOR, 5 LBS. ------------ pi -- - INTERIOR, 15 LBB. FIRE , x• I �pp� DOORb I f � j 1 1 1 i ! ( i } J 1- - ►- c V F- pC i I i I I I I i I I i I I i I ( 1 I �! I I �` ..�_ i in �'- I I. 1 101 .-PIR-3-0 x 1-0 13/4 X X PT 1911.5-TO RCn#1 I�NI o,K-0 e(l�rUl Nova 2 W I ALUM EXTERIOR CLAD 102 PR 3-0 x 1-0 13/411 x X PT DRS. TO REMAIN UNLOCKED DURING. ".HOURS 1 Z -- � INT27-710F ERIOR BEER COOLER DOOR 1 INTEI�IOIQ -- --- - - - --- -- --- - ---- - . . -- BY MANUFACTURER N 103 �: 3-0 x 1-0 13/4" X 8T PT X 6T PT PANIC HARDWARE - SEE HARDWARE SCHEDULE W 3 ALUM CLAD EXTERIOR I/4" = I'-0" I/4" ■ I'-0" 104 3-0 x 6-8 13/411 X GTI BT X 8T 8T - 4 6 WOMENB ROOM 4 Z 105 3-0 x 1-0 X 6T 6T X ST BT — — --- -- 6 1 - —_-- -_— O cm � 106 3-0 x 1-0 1 .3/411 X 6T 8T X 8T 8t 6 8 UNISEX - ALIGN KING POST At - _ — - —__-- - ---- r } 101 3-0 x 1-0 13/411 X 6 f 8T X 8T ST 6 5 BELOW > 6 w 108 2-0 x 1-0 1314-11 X 6T ST X ST ST -- b .._-. 5 KING POST 109 2-4 x 1-0 13/411 X 6T ST X 6T 6T 6 5 � 121 3-0 x 1-0 1 3/4" X 6T ST X 8T St - - ----- ^ 4 4 LIQUOR STORAGE C�'%�, ��=1> 4 �- �� p®� 4 I Z O -- — _ .__. ---------- - 1- O 1 103A 3-0 x 1-0 1 3/4" X 6T 6T x 8t 8T 4 6 MENS Roots �' � 4k1m k/0 LLl 113 3-0 x 1-0 13/411 X 6T 8T X 6T 8T 4 1 Z t III EXISTING DOOR 13/411 X ST 8T X 8T ST PANIC HARDWARE - SEE HARDWARE SCHEDULE W 9 p — j ( \�` O �• '�/�.-/�-� • <�::. .. 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L _—ice I �.iIB811bUrU Itd. 10350 Q SUP20C3-00294 Y k \J ~ If�ITERI DR INTERIOR ART GLAZING BY 03IN !710R 11 0l 57 • OWNER/4I'-Qj" I/4" 4. 0 wuilrrr*;',:.w+w�.sswr;.. .a:r�ox : a�•w,na xr ,., .a" .mow,,_, NOTICE: IF THE PRINT OR TYPE ON ANY T(1II�rI1�1I111 IIIIIIII111I1 1 1111111111111 r 111 I'!II11rtrlitlllrrtlllt 1 111III1I111I1611►I1�1i111 I 1111 IIIIIIr I tir�r t�ltl�t I I ISI I�ill11 I I tit CCIII�rt ill 1�1 ISI I�1�1 1 I I I I . IMAGE IS NOT AS CLEAR AS THIS NOTICE, I i �- _ �__ 1 �I ITIS DOE TO THE QUALITY OF THE No 30 B`= ORIVINAI. DOCUMENT ti, BL Gs5 Q f6 B L IG L 8i 8I 61 1 9i fT R1 61 11 8 9 L 9 q b S 111111111 6 1 u■ [i i l►ll�lll�l� III III ITtiilllll��ll��I�II �I11►111 II�I�IIII X111111►I II1111111111111111 Il1111�11111111111111111111 IIIIIIII IIID►III 111111111111�1�111111111111� 111[111t llll�ll�l II Ill(�wIlltil 1 tltlli►II IIII I ll 111111 f 5TUC(::C - - STUCCO - -- -- 3 EQ TREADS ® 1'-2' EA METAL LATH �. METAL L,,TH WEATHER RE515TIvE -� WEATHER RES15TIvE H -- - SLAB ON CRUSHED BARRIER I �` BARRIER i • ? P ROCK BASE ON I " PLYWOOD 5HTHG c o Xj" PLYWOOD 51-ITW.3 GRADE 2X6 5TUD WALL ,X6 STUD WALT_ SLOPE 2A- AWAY 9e" GWB 1� I \ %" c3WB I r + ' a o FROM BUILDII, ae a DIRECT GLAZE _ _ p • r o ARCHED 2X6 PINE I -, ARCHED 2)0v PINE � q - ---..- , _ TRIM c N TRIM w - GRACE ICE 4 WATER I GRACE ICE 4 WATER i t ? SHIELD, LAE' OVER I SHIELD, LAP OVER I i M CL / I HEAD FLASHING 4 I I t, 61� HEAD FLASHING A ` , • _ ,,, 4 WEATHER RESISTIVE - WEATHER RESISTIVE I 2X PINE TRIM/ - F- `� 1=1 _7 PAvING - ` civ I I I I- 12 tA Z 2 � ) BARRIEfk. Tl P. I BARRIER, TYP. I 5/8" TYPE 'ic' V \ ) _ L �' I - 2X WD. TRIM I GwB, W ALL AROUND TO tic FAMING I-- III '•1. \� J �'-!!J—!L� j r, t I MATCH DOOR j I b�' iI CONT SEALANT-- CONT SEALANT-— - - r4 AT I8" O.C. _ ! W%BAGKER ROD I I t b b b w/BACKER Ron L FRE-FIN METAL �// n PRE-FIN. METAL DRIP C1lAITDG�SET,R±P 1 2 STOP FLASHING, TYP. WINDOW WOOD DOOR SASH UNIT - I I-I I I-I I • III=I I Ii� 04 AT 18" O.C. EACH WAY 157 - 1_ (.) 4 BOTTOM r STAIR SECTION VEST. DOOR HEAD WINDOW SILL FLAT ARCH WINDOW HEAD DIRECT SET NEAR )�A��E�I) R�_ELI�GHT HEAD�� I" - 1 -0" OOIC 3 -0' 32ioP 3" _ 0` 3341 33:'3F P EXTERIOR ALUM r- --- CLAD WOOD WINDOW DIRECT GLAZE SASH '- 2x6 CAE,NG PINE -- 2X WD. TRIM SEALANT W/BACKER-- ,\ Ik4" 5Tp STEEL PIPE - AL&. AROUND TO ROD CLAD - RAIL WI fH WELDED MATCH DOOR STUCCO ON CONNECTIONS 0 - In 7771 WEATHER RE515TIVE ^\ BARRIER 2 Ir FRAME, 2 SASH UNIT r I WRAP ICE 4 WATER I b � 1 _ `i 5H':LD AROUND ���`'? CONT. SEALANT 1x2 STOP I? JAI IBS, HEAD AND I W/BACKER ROD ti SILL AS READ BY I '�- I I _ I GRACE ICE WATER— 2X TRIM �t2 -� MANUF. (TYP.) I I SHIELD _ 11 STUCCO -------- I 15" PLYWOOD SHEATHING- 3/4 IN. T 4G N ���I r;OISTURE RE515TIvE -- - 2 --' 1/2" TYPE'," CI TYP INTERIOR METAL LATH ' WAIN5C0TT/ x' WALL WEATHER RE515TIvE I BAPPIFR I / , GWBJ2ic WOOD `Q o BARRIER I I METAL LATH------ - I I / a zR-2! INSULATION TYPE X' GWB./PLYWOOD 5HTHG. r � STUCCO ---- ------- I �FRAMING/1/2'1 3/4 T4G 1 WAINSCOT 2X6 STUD WALL `_. ----� V. GWB 2.. X 6 TRIM ----- -_ WAIiJ;�CC77 � 1X8 T4G PINE PANELING - -- n HANDRAIL 1/EST. RELIGHT JA1"IE3 n SILL � BAR WINDOW CASEMENT SILL GLAZED RELIGHT SILL 22 �� 3' • 1 -0' 32hP �` 3351 3" - 1 -0" 3040 2 3" • I'-0" 301L z 0' 002 C I STUCCO ----- < O METAL LATH MOISTURE RE515TIvE ~ r3ARRIER/ I W }5" PLYWOOD 5HTHG./ I -- EXTERIOR ALUM, 2X6 STUD WALL/ l DIRECT GLAZE CLAD WOOD RELIGHT 5/8" TYPE 'X' GWB I V O RELIGHT WAINSCOT — 2X WD. TRIM SEALANT W/BACKER I ALL AROUND TO ROD 2X TRIM MATCH DOOR �"' � r WRAP ICE t WATER WRAP ICE 4 WATER SHIELD AROUND u_ JAMBS, 511-L AS REQ. SHIELD AROUND -� I BY MANUF., TYP. y. JAMBS, HEAD AND I I SILL A5 REQD BY + - `�-- CONT. SEALANT MANUF (TYP.? 'I b 2 I: !. I ; W/BACKER ROD W STUCCO 2X TRIM METAL LATH v b ' WEATHER RESISTIVEy � �' - ,,,;: ` 2X TRIM r, I BARRIER _ v 2 I CLAD CASEMENT / 2 PLYWOOC SHTHG. _ _;mal WINDOW / Xh STUD WALL 1x2 STOP WOOD DOOR WOOD DOOR N Q SASH UNIT a. 1 1/EST. DOOR REL IGHT JAMB q BAR WINDOW J,4MF3 CASEMENT JAME3 RE�!�H�TI�AM�5 M <323" - !'-0" \ - -0" 305L 3" - I 3 v r 09L 0 c ; `u _ 2X WD. "Rif I -- STUCCO . ALL AROUND TO -~ I METAL LATH ?� MA'(CFt DOOR WEATHER RE515TIVE BARRIER �- ALUMINUM MUNTIN BAR )5" PLYWOOD SI-ITHG. { 1 2 ? 2 ALUMINUM DIvIpER T I 2X6 STUD WALL >'> c. l/8" WOOD MUNTIN BAR ? i + / 5A5H UNIT -- WRAP ICE 4 WATER I SHIELD AROUND J.AMIB5, I' _ 2, b j IX WD. TRIM 1x2 STOP HEAD AND 51L1_ A5 --------- - - REQD BY MANUF (TYP.) I'' I ALL AROUND TO _ MATCH DOOR ap r — l2; l_Al ERS 3/8 IN SEALANT W/ BACKER ROD 6 b 6 ,.' r IJ - PLYWOOD r ARCH - CLAD WD. DOOR - - -- -- - -` — SOLID SALON TRIM, -- 2rh TRIM AL1_ AROUND - FORMED ' ARCH C II rTMP miln__ wG_D DOOR f I C19 WOOD DOOR JAMB STUCCO 14 ARCH DOOR HEAD 9 WINDOW MUNTIN 4 C L�4ZED RELIGHT MULLION 3' 0" 3301 cl) C l z 1 --- WAINSCOT 111 m 11 N -�- tic WD. TRIM c• -„ � ALL AROUND TO MATCH DOOR INT FIN15H -- 2 2 2 i \ ,---- IX WD. TRIM SEE SCHED. / I- FRAME, ?> ALL AROUND TO � - '"^ • MATCH DOOR CAULK SET 1 SEALANT t --- ALUMINUM - �, TYP -� `Ic - J )1 THRESHOLD. r i' b b b , -2X TRIM v \ / MAT OFF 1 _ b I' - H 2 x 3/4 IN. TAG WAINSCOTT/ m a I - 2 -" x " GWB./2X WGOD FRAMING/ OA I> JAMB _ / T4G WAINSCOTT 'n \\I TI I --- --WOOD DOOR ANCHOR - - Q * 24" O/C W p ° - EPO-/1 '�CNCRE,E , d Greenburq Rd, 10350 > C5 BUP20n3-00294 4 �� EXTEh_ T14R SHOLD 15 ARCH DOOR J,4Mf3 �� INT. H11, HE,4D CJ44Mll SIP11 5 I'gTERIOR OPENING JAMS z° 313E 3 = O" 331E 3. I'-0" 32 tP 3 : 1 3 G,c a. - 0 NOTICE: IF THE PRINT OR TYPE ON ANY LI II III III III 1 1 1 1 1 1 1 I III 1 1 1 1 1 1 1 I III III 111 III III III III V I I I III III I I I II I I IIII III1 1 1111111III1 1 III1I1!'I II 1 ji I IIIIIIIIIMAGEIS NOl AS CLEAR AS THIS NOTICE, -I 11I-- I I I_ I I - - I �--I- - -I �... L I l I 1.61 I. --I!L_I. I--I1 -I-..I -Lf__ ITIS 17UE TU THE(QUALITY OF THE _ Na•• �,�_• ORIGINAL DOCUMENT - - - ---_ F11711 6tril,11-1 1-11, II;! IIII�IIII IIII�IIIIIIILI IIII ILII�IIII IIIIIIIIIIIIIulllllllll�llll II�IIIII�IIIIIIIII�IIillllll Illllllll�lllllllll�llli�llll�lllllllll�llll III Illlllllilll�lllllllll�lllllilll 111111111111111ll111ll�1�1 1jI�j�1�llj�µ� a R f 5/8" GLL1B 2X BLOCKING AT fUP AND -� - -- OBL 4X10 vG DF/L 4" `�� SELECT STRUCTURAL S MID HEIGHT - I/4" STEEL PLATE SHAPED FROM 31,4"X.3" KNOTTY \ 4" ?,-(®� WITH HAMMERED TEXTURE Ln \ PINE TOP BD rvK _4" \ r j:" TYPICAL END CONDITION • c 2X8 PINE — — — 44" UNA. < a, —�--- 2X1® PINE -7 -- / LLg � 3/16 CHAMFER �`�� N TO a 01 o° LA 3 4" I 3 SHAPED FROM 1X4 KNOTTY lJ PINE TRIM BOARD / �= r W l '0 I— Au- 4-4 ---- � I ' 3/8 CHAMFER - -1 _ -_ ; � SUSP. CEILING \ bXb KING POST '/4" STEEL PLATE W/ PINE '1208 _ ,\ ; —1x8 T4G "2 COM. PUNDER05.: HAMMERED TEXTURE PINE "26. PINE PANEL BOARDS DBL. 4XIO VG DF/L \\ ' -%" Tr PE "X" GW5 1 / 5/8' OSB NAILER SELECT .STRUCTURAL + I 1X8 T46 PANELING �-- bx SPACER --- BLOCK BETWEEN 7 4X RAFTERS (TYP) -- DBL ax8 i -- (ox SPACER TRIM DETAIL WAINSCOT CAP _ _ 6 RIDGE DETAIL 1 CONNECTION � SA'R 4gx RAKF RAFTERS —( 15 3, " ''_0' 312L 1� 6' -0^ _ IX8 T4G 82 COI' PONDEROSA 4I�L 1 I/2' i'-0" 2!�C _ 0" .:16G r''4JE PANEL BOARDS t SHAPED FROM SQUARE 5/4 11/1" X 16 GA COLD FINE STOCK �\\ ROLLED CHANNEL MAIN \ /,`_ RUNNERS 4'-0" O.C. - GWB OVER MTL. ��\ SUSPENSION SYSTEM. •?3 Vr 2" 01 CARPET x '1411 -� cc PINE 0262 I I / 2" 3.. „ b., - _ -- - SEE(1) - 0 -- ''4' k4" 3" �1i" ¢ � 51/4" 3/8 ill 74' 7 O 3/4' X 5 1/4" MDF(I)CAP, PT-I — I• - * - w 4`' , —_� 4 I 20 INTERIOR COLUMN 16 CEILING DETAIL 11 SASE TRIM -0 0 — - ---�� as 2 CONNECTION SAR • 701C 3 I -O" \1 11;- _Q,,, 310C 6" I' 0" 415E I I/2" I -0'' .:9C _ Q " STEEL PLATE WITH IX3 FIR TRIM HAMMERED TEXTURE ,, 21- L� FINISH n it / 4 (0�„ DBL 4XI2 DF/L r 41, 00 SELECT STRUCTURAL �' 4" BASED ON _ — ---- FRP PANELS ON 15/8" -6X SPACXR STANDARD PINE PINE 0262 GYPSUM BOARD 4X RAF ERS (BLOCK BETWEEN YP) / 4 SHAPES -- 5/8" TILE BACKER. HOUSE OF MOULDING � SHAPED 6X6 DF/L a7 1-800-321-4186 SANITARY SEALANT POST DETAIL BELEPOST T STRUCTURAL z VAN NUYS CALIFORNIA -f 7 W 6" Q.T. BASE 21�G LATICRETE WATERPROOFING /� �0 LLA / BENEATH TILE, RUN UP WALL 6" 4 OUT ON FLR. b". V SEALANT JOINT PER TILE MANUAL. ^ s•,� \ TC x ER TC COVER _ PINE 41208 0 r 17 IMOD MOUE J INC 12 Q.T. SASE 21 6" = I'-0" 3!IL 3" = I'-0" 414P ORNAMENTAL --- WROUGHT IRON 23 2x(o STUD' PARAPET `~ ` SCREEN - DESIGN A9� WALL PARAPET CAP BY OTHERS 4'•8" FASTENER WITH -----N FLASHING, CONT. AFF.— NEOPRENE WASF-ill \ 2x4 s 16" O.C. SLOPE Y4" 19 , BUILT-UP ROOFING OVER 15" PLYWOOD ar •�3 SHEATHING --'k - •' f AFF. r- ___. °-►1 Y�" 3.. \ ' CONCEALED 2x4a 24" O.C. -�� i CLEAT BRASS— -- BRACE \ i 0 TRANSITION STRIP GLUE WSJ CERAMIC TILE Q CARPET L - 77 THINSET - - I co PLYWOOD -G- EA. STUD v �2)44 4.. f 5kr" 4.. 1 \\ \ \ \\ \\\ • -- 2 -31' -- - - STUCCO SOFFIT W/ EXISTING 6UE+FLOOR = '+ g" TYPE 'X' Gll tt" CONTINUOUS CERAMIC TILE TO CARPET ,g 0 VENT SCREED -2"• HOLES — DINING 'III I •Ib"O.C. =• _ 3'-2" R-19 9ATT - IN5ULA TION --- - T PARAPET WALL DETAIL FLOOR TRANSITION POST DETAIL CONNECTION SAR N 22 5GREEN CJARDRAIL ELEV. 18 EAS P RAPE Ll D L 4 (1:3) 222 /2" 0" 2'C I RROR — 6 TILE BACKSPLASH _ DECK TO BOWL PER MANUR -1 C; RECOMMENDATIONS I z 3/4" GRANITE TOP 00 4 -8' AND EDGE W tq AFF. t: AFF ORNAMENTGL WROUGHT - 1 x STUDS Z'•I A 'TOP COUNTER OUNTER FIN. --- - -- - IRON SCREEN-DESIGN EACH SIDE OF BRACKET — 11 BY OTHERS 9 WAINSCOT AVONITE SINK — II - -_ -_ OVAL -� - - - ' ' SHAPED 2X8 PINE I'-1 1/2" 6 'I- - - - T- - DBL 2"X4" TABLE 4 BRACKET FRAMING- CUT OUT BY C4LNER AT BOIUL I I ABOVE MING " III MATCH CAP DETAIL 10/A92 I 2" THICK, CLEAR \ �- _ TRIM BLOCK 2 X b BLOCKING DBL. 2"X4" --' I I - (` 110- TRIM, CUT FROMEAR / BEYOND AT END Y H -- 2 X 8 BLOCKING OF COUNTER l � � - WIDER SINGLE , a ` m BOARD, LUNO JOINTS ' N 31/2 2x10 PINE --- " VENEERED - --2x BLOCKING *24" O.G. MIN PLYWOOD AT JAMB --�- - F - TILE BASE 9 —_ w NOTE. SEE PLANS AND INT. ELEV. FOR � W ADDITIONAL INFORMATION Greenburq Rd.10350 g a 2 X P.T. R SUP2003-00294 9 } SCREEN GUARDRAIL - SECTION \ TRELLIS DETAIL IX6 PINE CA�El) ARGNED OPENING! Typ, k3LOCKING TASLI� COUNTER SECTION 1301 5, Z 2:3 19 _ c 7�.c 14 _ ! " 41('P 8 aa�,R , 1 -� .,I9R 0 a o I NOTICE. IF THE PRINT OP,TYPE ON ANY T[f l l f 111 I I 1 III III 1 1 1 I I ill 1 1 I l 1 1 IrilI I111-11111111IilI IA i ii i4 i s � �!MAGE IS NOT AS CLEAR AS THIS NOTICE, � � __�.—_ - -51- IF _1 IT IS DUE TO THE QUALITY OF THE _ N" ORIGINAL DOCUMENT os �L e1z 1 LZ 9� �z bla s zea IB L 81[ 9I I Lt 9i 9�[ 6lt S[ LT T,1111111111�11111111111 e eB Ellill 9 �ULJU llIIIIIll�11�ull�IIIllllll�lllll►NIII k n; �i 4 lit A. GENERAL STRUCTURAL REQUIREMENTS DESIGN REQUIREMENTS SUBMITTALS: Conform to ACI 301 Sec. 3.1,1 "Submittals, data aid drawings". Submit placing Glued Laminated Timber: Conform to AITC 117 "Standard Specifications for Structural Glue-laminated drawings showing fabrication dimensions and locations for placemelot of reinfircement and Timber of Softwood Species, Manufacturing and Design" and ANSI/AITC A190.1 "Structural Glued GOVERNING CODE: The "Uniform Building Code", 1997 Edition, as adopted and modified by the City of Tigard, shall DESIGN LIVE LOADS: reinforcement supports. Laminated Timber". Camber all glulam beams to 2000' radius, unless shown otherwise on the plans. S govern design and construction. ` P Roof (snow) 25 PSF (1) MATERIALS: Member- Use SizesSpecies Comb. Symbol _ Uses REFERENCE STANDARDS: Reference to ASTM and other standards incorporate these standards into the contract as Beams All DF/DF 24F — V4 Simple Spans , though included in their entirety. Reference to a specific section does not relieve the contractor from compliance with (1) Designed for drifting snow in accordance with UBC Appendix Chapter 16, Division 1 Reinforcing Bars ASTM A615, Grade 60, deformed bars. the entire standard. The latest edition of the standard shall be used unless a specific date is indicated. Smooth Welded Wire Fabric ASTM A185 All DFDF L2 Post-Truss Member 24F - V8 Cant. Spans ..i WINO DESIGN: Basic Wind Speed = 80 MPH, Exposure B, I = 1.0. Deformed Welded Nire Fabric ASTM A497 Columns All DF «�+ 1 DEFINITIONS: The following definitions cover the meanings of certain terms used in these notes: a }� I SEISMIC DESIGN. Seismic Zone 3, Soil Type Sd, I = 1.0, R = 5.5. Bar Supports CRSI MSP-1, Chaptcr 3 "Bar Supports". Wood Structural Panels (PI / g) P ood Sheathin panels include: alveneery P Wood structural l plywood, oriented strand board, waferboard, particleboard, and composites of veneer and wood based material. G "Architect / Engineer" - The Architect and the Engineer-of-Record. Tie Wire 16.5 gage or heavier, block annealed. DEFLECTIONS: Total Lord Deflection limit L/240 Fibrous Reinforcement Fibermesh or Approved Equivalent Conform to UBC Standard 23-2 "Construction and Industrial Plywood" based on Product Standard PS "Prepared by a Specialty Structural Engineer" — Prepared by or under the direct supervision of a Specialty Structural Live Load Deflection limit L/360 „ , 1-83 of the U.S. Dept. of Commerce, and UBC Standard 23--3 "Performance Standard for Wood—Based Engineer (SSE) with a structural license issued by the State of Oregon. Submittals shall be stomped and signed by the FABRICATION: Conform to ACI 301, Sec 3.2.2. "Fabrication", and AGI SP 66 "ACI Detailing SSE. Manual". Structural-Use Panels" based on Product Standard f S 2-92 of the U.S. Dept. of Commerce and the SOILS AND FOUNDATIONS American Plywood Association (APA). "Submit for review" — Submit 10 the Architect/Engineer for review prior to fabrication or construction. WELDING: Bars shall not be welded unless authorized, When authorized, conform to ACI 301, Sec. NOTE PRIORITIES: Notes on the individual drawings govern over notes on this sheet. REFERENCE STANDARDS: Conform to 118C Chapter 18 "Foundations & Retaining Walls." 3.2.2.2. "Welding" and provide ASTM A706, grade 60 reinforcement. Minimum APA Rating SOILS INSPECTION: T re oils Engineer shall inspect all prepared soil bearing surfaces prior to Lavation Thickness Span Rating Panel Grade Exposure SPECIFICATIONS: Refer to the specifications for information in addition to that contained in these notes and the " Roof 15/32" 32/16 C—D 1 structural drawings, placement of concrete and reinforcing steel and verify that soils are adequate to support the "Allowable Foundation PLACING: Conform to ACI 301, Sec, 3.3.2 Placement'. Placing tolerances shall Conform to Sec. g Pressure" shown below. 3.3.2,1 "Tolerances." Walls 15/32" 32/16 C-D 1 u STRUCTURAL DETAILS: Ine structural drawings are intended to show the general character and extent of the project. DESIGN SOIL VALUES: Unless noted otherwise on drawings, install panels with long dimension across supports and with panel E Th intended to show all details of the work. Details noted "typical" apply to similar work throughout the CONCRETE COVED: Conform to the following cover requirements from ACI 301, Table 3.3.1.3: They are notyP Y continuous over two or more spans. End joints shall occur over supports. Timber Connectors: Shall z -� project unless noted separately 4 �0 Allowable Foundation Pressure (Assumed) 1500 PSF Concrete cast against earth 3" be "Strong Tie" by Simpson Company as specified in their latest catalog and shall be called out by w � �a 21 ARCHITECTURAL DRAWINGS: Refer to the architectural drawings for information including, but not limited, to: dimensions, Passive Lateral Pressure 200 PSF/FT letter and number. Alternate connectors by other manufacturers may be substituted provided they z _�� 3 a �o y Active Lateral Pressure (unrestroined) 35 PSF/FT Concrete exposed to earth or weather 2" elevations, slopes, door and window openings, non-bearing walls, curtain walls, stairs, elevators, curbs, drains, have ICBG approval for equivalent or greater load capacities. Connectors shall be installed per the c3 o % 11 C P Bars in slabs and walls 3/4" z ' '^ ro ° 5 depressions, railings, waterproofing, finishes and other nonstructural items. Active Lateral Pressure (restrained) 50 PSF/FT manufacturers instructions. Where connector straps connect t.yo members, place one—halt of the nails o Coefficient of Sliding Friction 0.35L4- STRUCTURAL N� LH y The structural engineer is responsible for the strength and stability of the primary SPLICES: Conform to ACI 301, Sec. 3.3.2.7. Refer to "Lap Splice Schedule" for typical splices. Splices or bolts in each member, Provide washers under the heads and nuts of all bolts and lag screws � STRUCTURAL RESPONSIBILITIES: g P 9 Y bearing on wood. Unless noted otherwise, all nails shall be common. cn structure in its completed form. 4sumed values shall be field verified by the Building Official prior to placing concrete. Shown On individual sheets control over the schedule. Use Class B splices unless noted. Mechanical Connections may be used when approved by the Engineer. i I for means and methods of construction and all lob FOOTING DEPTH: Exterior perimeter footings shall bear not less than 18 inches below finish grade, or by the t 1 (hood Fasteners: Conform to UBC Sec. 2318 Timber Connections and Fasteners". Unless noted CONTRACTOR RESPONSIBILITIES: The contractor is responsible he o related safety standards (i.e. OSHA). He is responsible for the strength and stability of the structure during geotechnical engineer and the building official. Interior footings shall bear not less than 12 inches below finish floor. c, 3.3.2.8. Field Bending or Straiyhteniny Bar sizes #3 otherwise, all nails shall be common. Nail sizes specified on the drawings are based on the following t construction. He shall provide temporary shoring, bracing and other elements required to maintain stability until the FIELD BENDING: Conform to ACI 301 Se through #5 may be field bent cold the first time. Other bars require preheating. Do not twist bars. < specifications: �,UCT(/p structure is complete. It is the contractor's responsibility to be familiar with the work required in the construct'-)n CAST-IN-PLACE CONCRETE eye �—�— � and the requirements for executing itproperly. The contractor shall at his discretion employ an Oregon Size Length Diameter 4PN documents a q 9 TYPICAL CONCRETE REINFORCEMENT: Unless noted On the plans, concrete walls shall have the following .1 � U'��, "� k State registered structural engineer for design of temporary bracing and shoring. Submit construction sequence to RErFRENCE STANDARDS: Conform to. 8d 2-1/2 0.1„1 �t� 18 3 9 Architect/Engineer for review. minimum reinforcement: (1) ACI 301-96 "Standard Specifications for Structural Concrete 10d 3" 0.148" D'�CREPANCIES: In case of discrepancies between the specifications, reference standards and the governing code, the Wall Thickness Horizontal Bars Vertical Bars Location 12d 3-1/4" 0.148" v� oREaoN p P 9 9 (2) UBC Chapter 19. Architect/Engineer will determine which shall govern. Discrepancies shall be brought to the attention of the 6" #4 @ 12" o.c. #4 ® 12" o.c. Ccs (,I of Wall Architect/Engineer before proceeding with the work. FIELD REFERENCE: Keep in contractor's field office o copy of ACI Field Reference manual, SP-15, 8" #4 © 10" o.c. #5 @ 15" o.c. @ CL of Wall "Standard Specifications for Structural Concrete (ACI 301) with Selected ACI and ASTM References". Alternate nails may be used subject to review and npproval by the Structural Engineer. SITE VERIFICATION: The contractor shall verify all dimensions and conditions at the site. Conflicts Substitution of staples for the nailing of rated sheathing is subject to review by the structural EXPIRES:06/30/ between the drawings and actual site conditions shall be brought to the attention of the Architect/Engineer before CONCRETE MIXTURES: Conform to ACI 301 Sec. 4 "Concrete Mixtures". STRUCTURAL STEEL engineer prior to construction. 1- proceeding with the work. MATERIALS: Conform to ACI 301 Sec. 4.2.1 "Materials" for regL:irements for cementitious materials, aggregates, mixing REFERENCE STANDARDS: Conform to: Lag Bolts/Bolts: Conform to ASTM A307 and UBC Sec. 2318. CONSTRUCTION LOADS: Loads on the structure during construction shall not exceed the design loads as noted in water and admixtures. DESIGN REQUIREMENTS below or the capacity of partially completed construction. (1) AISC "Manual of Steel Construction — Allowable Stress Design". y y p System, Inc. 9 Wood Tie--Down Systems: As manufactured and installed b Simpson Anchor tie-Down S tem, nc. o. SUBMITTALS: Provide all submittals required by ACI 301 Sec. 4.1.2. Submit mix designs for each mix in the table 1I ADJACENT UTILITIES: The contractor shall determine the location of all adjacent underground utilities prior to excavation. below, (2) AISC Code of Standerd Practice for Steel Builaings & Bridges . equivalent system, Any utility information shown on the drawings and details are approximate and not necessarily complete. (3) RCSC Specification for Structural Joints using ASTM A325 or A490 Bolts". TABLE OF MIX DESIGN REQUIREMENTS (4) AWS D1.1 "Structural Welding Code - Steel". The following materials are based on lumber manufactured by TrusJoist McMillan Corporation and were ALTERNATES: Alternates for specified items may be submitted to the Architect/Engineer for review. used for the design as shown on the plans. Alternate manufacturers may be used subject to review Member Type/Location Strength Max Max Air SUBMITTALS: Submit shop drawings in accordance with AISC Specification Sec. M1 "Shop Drawings". and approval by the Architect and Structural Engineer. Alternate joist hangers and other haraware SUBMITTALS Test Age Aggr. W/C Cant. Submit welders' certificates verifying qualification within past 12 months. may be substituted for the items shown provided they hove I.C.B.C. approval for equivalent or greater (psi) (Days) (Inch) Ratio (%) load copccities Z SUBMITTALS: SuEmittals for shop drawings, mill tests, product data, etc. for items designed by the Engineer of Record k 0 shall be made to the Architect/Engineer prior to construction. The contractor shall review the submittal before Foundations 3000 28 1 --- ---- MATERIALS: Conform to: Solid Web Wood Joists (SWWJ): Conform to NES Report No. NtR-200 or the appropriate CCCMC report forwarding to the Architect. Submittals shall be made in time to provide otwo-week review period for the Bars & Plates ASTM A36 Architect/Engineer. Submittals required for each section of these notes are specified in that section. Slabs—on--Grade & Sidewalks number, Produc(S shall be proven by testing and evaluation in accordance with ASTM D - 5055. Joists A V Exterior 3000 28 1 0.45 5 Structural Tubing ASTM A500, Grade B shall be designed by the manufacturer for the spans and conditions shown on the plans. Joists shall have woo LLJ SHOP DRAWING REVIEW: Review by the Architect/Engineer is for general compliance with the design concept and the Interior 3000 28 1 0.50 ———— Bolts ASTM A307 d chords and solid wood webs. cle contract documents. Markings or comments shall not be construed as relieving the contractor from compliance with the High-Strength Bolts ASTM A325N ! project plans and specifications, nor departures therefrom. The contractor remains responsible for deta;ls and accuracy, Mix Design Notes: NAILING REQUIREMENTS: Provide minimum nailing in accordance with UBC Table 23-II-8-1 Nailing O for confirming and correlating all quantities and dimensions; for selecting fabrication processes; for techniques of Anchor Bolts (Headed) ASTM A307 assembly, and for performing work in a secure manner. When shop drawings differ from or add to the requirements of (1) W/C Ratio: Water-cementitious material ratios shall be based on the total weight of cementitious materials. Ratios Anchor Bolts (J—type) ASTM A36 Schedule" except as noted on the drawings. Nailing for roof/floor diaphragms/shear walls sha!I be per Y P g � not shown in the table above are controlled b strength requirements. Threaded Rods ASTM A36 drawings. Nails shall be driven flush and shall not fracture the surface of sheathing. ' the structural drawings, they shall be designed and stamped by a Specialty Structural Engineer (SSE). Refer to DESIGN Y 9 q j BY OTHERS below. Welding Electrodes E70XX STANDARD STUD CONSTRUCTION: Unless noted on the plans, construction shall conform to UBC Sec. (2) cementitious Content: Epoxy & Expansion Anchors Simpson or equivalent I 2320 "Conventional Light-Frame Con3trurtion Provisions". DESJGN BY OTHERS: o)The use of fly ash, other pozzolons, silica fume, or slog shall conform to ACI 301 Sec 4.2,2_.8.b. b)For concrete used in elevated floors, portland cement content shall conform to ACI 301 Sec 4.2.2.1. Acceptance of WELDING: Conform t. ,� D1.1. Welders shall be certified in accordance with AWS requirements. Use LOADS: All pre—Engineered, prefabricated, manufactured, or other products designed by others shall be designed for the lower cement content is contingent on providing supporting data to the Architect/Engineer for review and acceptance. E70 electrodes of type jquired for mcteriols to be welded, (1) Wall Framing: Unless noted otherwise all interior walls shall be 2x4 ® 16" O.C. All exterior walls t tributary dead and live loads plus wind and earthquake loads when applicable. Live, wind and earthquake loads are n dead loads are shown below, Design shall conform to the specifications, reverence stonderds shall be 2x6 @ 16" O.C. Provide two Studs minimum at the end of all walls and at each Side o all shown below, Total design 9 P (3) Air Content: Conform to ACI 301 Sec 4.2.2.4. Horizontal exterior surfaces in contoct with the soil require BOLTING: ASTM A307 bolts shall be installed "snug tight" per AISC, Section RCSC 8(c). ASTM A325 openings. All exterior wall headers to be 6x8 UNO. All interior wall headers to be 48 UNO. Provide and governing code. entrained air. Use "moderate exposure". Vertical exterior surfaces require "moderate exposure". Tolerance is ± 1 1/2 c solid blockin ,throw h floors, to supports below, at all wood column locations. Attach the lower plates b P q p bolts shall conform to the RCC Specification Section 8 (d). 9 9 PP Roof Dead Load 20 PSF %. Air content shall be measured at point of placement. of all stud walls to wood framing below with 16d at 12" O.C. or bolted to concrete with 5/8" Total Deflection Limit See DESIGN REQUIREMENTS HEADED SHEAR STUDS: All shear studs shall be 3/4" diameter unless noted otherwise. Nominal stud diameter A307 anchor bolts x 7" embedment ® 48" O.C. (Epoxy or E=xpansion anchors are on Live Load Deflection Limit See DESIGN REQUIREMENTS (4) Slump: Conform to ACI 301 Sec 4,2.2.2. Slump shall be determined at point of placement. / lengths shall be as shown on drawing. Headed steel studs shall be welded in accordance with AWS D1,1 accepted alternate upon approval of the Structural Engineer.) Nail together individual members of built � Q shall include calculations, design drawings, (5) Chloride Content: Conform to ACI 301 Sec 4.2.2.6 and Table 4.2.2.6 Chapter 7 "Stud Welding". up posts with two rows of 16d @ 12" O.C. staggered. Refer to the plans and shearwall schedule for DEFERRED SUBMITTALS: Items designed by otherrequired sheathing and nailing. When not otherwise noted, provide gypsum wallboard on interior V product data and shop drawings. Design shall prepared by a Specialty Structural Engineer and t : FORMWORK: Conform to ACI 301 Sec. 2 "Formwork and Form Accessories". Removal of Forms shall conform to Sec. ANCHORS: Expansion and epoxy anchors shall be Simpson or equivalent. Install in accordance with surfaces and ply wood sheathing on exterior surfaces. Nail to all studs, top plates, bottom plates and submitted to the Architect/Engineer for review. These elements include but are not limited o 2,3.2 except ' strength indicated in Sec. 2.3.2.5 shall be 0.75 fc. manufacturers instructions. Embedment lengths shall be as shown on drawings.g g 9 blocking with 5d cooler nails for 1/2" GWB and 6d cooler nails for 5/8" GWB. For exterior gypsum � Cold Formed Steel Framingsheathin e, 1-3 gouge, /use 11 au 4" long, 7/16" head, galvanized nails or equivalent screws. Solid Web Wood Joists MEASURING, MIXING, AND DELIVERY: Conform to ACI 301 Sec. 4.3. g FABRICATION: Conform to AISC Specification Sec. M2 "Fabrication" and AISC Code Sec. 6 Wood Tie-Down Systems 'Fabrication and Delivery". Perform work on remises of a fabricator certified b the AISC Quality HANDLING, PLACING, CONSTRUCTING AND CURING: Conform to ACI 301 Sec. 5, � Y • P Y Y (2) Roof and Floor Framing: Provide double joists around all openings in roofs and floors. Unless REVIEW: Review of the Specialty Structural Engineer's (SSE) design and shop drawings is forCertification Program". otherwise noted provide double joists under all parallel bearing portitions. Provide solid blocking at all compliance with design criteria and compatibility with the design of rimae structure and does CONSTRUCTION JOINTS: Conform to ACI 301 Secs. 2.2.2..5, 5.1,2,3a, 5.2,2.1 and 5.3,2.6. Joints shall be located and beariny points, Refer to plans and details for attachment of joists and rafters to flush headers and the e p y detailed the construction drawings. Use of aacceptable adhesive, surface retarder, portlond cement grout or not relieve the SSE of responsibility Specification Sec. M2 and AISC Code Sec. 6.5 unless a P Y fo- that design. rougheningg the surface is not required unless specifically SHOP PAINTING: Conform to AISC cally noted on the drawings, } � beams Nail all multi—joists together with two rows Of 16d @12"oC. staggered. = \ multi-coo system is required per the pecifications. Do riot prime surfaces to be fireproofed, in 1 EMBEDDED ITEMS: Position and secure in place expansion joint material, anchors and other structural and contact with concrete, or field welded, Steel work to be concealed by interior building finish or to be Unless noted otherwise, plywood roof and floor sheathing shall be laid up with face grain TESTS AND INSPECTIONS I -- non-structural embedded items before placing in concrete. Contractor shall refer to mechanical, electrical, plumbing, in contact with concrete does not require painting. All other steelwork shall be given one coat of shop perpendicular to supports enc glued/nailed with Sd and 10d nails, respectively, at 6" O.C. to framed architectural drawings and coordinate for other embedded items. paint unless a multi-coat system is specified. One coat shop primer is not intended as a f INSPECTIONS: All construction is subject to inspection by the Building Official in accordance with UBC Sec, 108. The g panel edges and 12" O.C. to intermediate framing supports. Provide plywood edge clips centered primer for a multi—coat system, Refer to the project specifications for primer and top coat between framing at unblocked roof sheathing edges. All floor sheathing shall have tongue and ' contractor shall coordinate all required inspections with the Building Official, GROUT: Consult Master Builders Construction and Service Division Product Information Catalog for requirements. All steel shall be painted per project specifications unless noted otherwise on the description of grouts listed below, drawings or in the specifications. groove joints or be supported by solid blocking. Allow 1/8" spacing at all panel edges and ends of SPECIAL INSPECTIONS: In addition to the inspections required by UBC Sec. 108, the owner will employ special inspectors roof and floor sheathing. At blocked roof and floor diaphragms, provide glued/nailing and blocking at in accordance with UBC Sec. 1701.5 to inspect the following structural work. (1) Anchor Bolts and Rebar. Use Master Builders SET GROUT. all unframed panel edges. Refer to plans for the required glued/nailing and blockingat blocked ERECTION: Conform to AISC Specification Sec. M4 Erection and AISC Code Sec. 7 'Erection Steel p g p q g g n r t (2) Bearing Plates and Equipment, Use Master Builders MASTERFLOW 928 Grout. work shall be carried up true and plumb within the limits defined in AISC Code Sec. 7.11, diaphragms. During the taking of concrete test specimens. GROUTED REBAR AND ANCHOR BOLTS: Core drill holes in existing concrete to depth noted on plans, Make holes 3/8 MOISTURE CONTENT: Wood material used for this project shall have a maximum moisture content of LO During the placing of reinforced concrete. WOOD FRAMING Prior to and during placement of concrete around bolts. to 1/2 inch greater than bolt or dowel diameter. Roughen sides of holes by percussive drilling methods. Holes shall be 19%. Refer to TESTING & INSPECTIONS for the verification of these limits. The maximum moisture � free of debris and surface residue before placing grout. During the welding of any member or connection except as noted in UBC Sec.1701.5.5. REFERENCE STANDARDS: Conform to: content required may be less than 19% if based on a particular cladding insulation system. Refer to High—strength battier b UBC Chapter 22. JOINT COMPOUND: Provide acid resistant silicone caulk where noted on the drawings. Submit product data for review. the Architect's drawings and/Or project specifications for more restrictive requirements.9 Y P Soils & Foundations: (1) UBC Chapter 23 "WOOD • t C' Chapter 18 and SHRINKAGE: Concrete slabs will continue to shrink after initial placement of concrete. Contractor and subcontractor PRESERVATIVE TREATMENT: Wood materials required to be "treated wood" in accordance with UBC Sec. r� During earthwork excavation, grading, pre—loading and filli•rg operations to satisfy requirements of UBC Appendix Chapter 33. shall coordinate jointing and interior material finishes to provide adequate tolerance for expected structural frame (2) NDS — 1991 and NDS Supplement — 1991 "National Design Specification far Wood 2306. "Decay and Termite Protection" shall conform to the appropriate standards of the American ed Alplpprepared soil bearing surfaces shall be inspected prior to placing reinforcing steel. shrinkage and shall include, but not be limited to: curtain wall, dryvit, storefront, skylight and ceiling suppliers. Contact Construction", Wood: Engineer for expected range of shrinkage. Wood-Preservers Association (AWPA) for sown lumber and glued laminated timber. Follow American Diaphragms & Shearwalls: anchor bolts, tie-downs, concrete or masonry ties to diaphragm, SUBMITTALS: Submit shop drawings to the Architect/Engineer for review. Shop drawings shall Lumber Standards Committee (ALSC) quality assurance procedures, Products shall bear the appropriate U) drag strut connections, nailing size & spacing. TESTING AND ACCEPTANCE: mark. � Moisture content of wood studs, plates, beams and joists as required by the engineer and architect include member size, spacing, camber, rnuior'�! type, grade, shop and field assembly de ails an Special s Testing: Obtain samples and conduct tests in accordance with ACI 301 Sec. 1.6,4.2, Additional samples may be connections, types and location of bolts, welds and other fasteners. Supply shop drawings for the 0 Case Embed placement in concrete. required to obtain concrete strengths at alternate intervals than shown below. A "test" for acceptance is the average following: J z 1 strength of the two cylinders tested at the specified test age. Glulams ¢ +� During grouting of epoxy—grouted anchors and reinforcing bars. g CL w m Steel fabrication if not performed by "Approved Fabricators" as defined in UBC Sec. 1701.7, Mold and cure 3 cylinders for 28 da e. Test one at 7 days and 2 at 28 da YY testal 9 Y days. DEFERRED SUBMITTALS: Submit product data and proof of ICBO approval for framing members and LLJ � INSPECTION SUBMITTALS: Suomit copies of all inspection reports to the Architect/Engineer for fasteners that have been designed by others. Submit calculations prepared by a Professional Engineer review. Acceptance: Strength is satisfactory if: in the state of Oregon for all members and connections designed by others. All necessary bridging, (1) The averages of all sets of 3 consecutive tests equal or exceed the specified strength. blocking, hlocking panels and web stiffeners shall be detailed and furnished by the manufacturer. STRUCTURAL. OBSERVATION: Structural Observation shall be provided in Seismic Zone 3 when Permanent and temporary bridging shall be installed in conformance with the manufacturer's required by the Building Official in accordance with UBC Sec. 1102. The owner shall employ the (2) No individual test falls below the specified strength by more than 500 psi. engineer responsible for the structural design to perform the structural observation as defined in 118C Sec. ?2.0. The specifications. Deflection limits Shall be as noted under DESIGN REQUIREMENTS section, Products included are: contractor shall coordinate with the Architect/Engineer to schedule for structural CONCRETE REINFORCEMENT observation. Solid web wood joists (SWWJ) REFERENCE STANDARDS: Conform to: PREFABRICATED CONSTRUCTION: All prefabricated construction shall conform to UBC Sec. 1704. IDENTIFICATION: All sawn lumber and pre--manufactured wood products shall be identified by the (1) ACI 301-96 "Standard Specifications for Structural Concrete", Section 3 "Reinforcement and Reinforcement grade mark or a certificate of inspection issued by the certifying agency. Supports". (2) ACI SP-66 "ACI Detailing Manual" including ACI 315 "Details and Detailing of Concrete MATERIALS: Reinforcement11. c � (3) CRSI MSP-1 "Manual of Standard Practice 1 Sawn Lumber: Conform to grading rules of WWPA, WCLIB or NLGA. o I (4) ANSI/AWS D1.4 "Structural Welding Code — Reinforcing Steel", Ln (5) UBC Chapter 19, Concrete, Mernaer Use Size Species Grade a N (6) ACI 318-95 and ACI 318R-95. Light Framing 2x4, 4x4 Doug-Fir Larch Standard Joists & Planks 2x6 - 2x12 Doug-Fir Larch No. 2 Beams & Stringers 4x8 - 6x12 Doug--Fir Larch No. 2 Greenburn Rd,19350 Z m Posts & Timbers 5x5 - 8x8 Doug Fir Larch No. 1 14 of 5'7 BUP200?70294 .p � O _ ' Q I ... :..�:,�u'ya.:.m�.al: ..:...-".tap:'..*thery;-'.rfirdlt:L�i7f`.v0/ik+asK+7t++r!:;laat�w+,�Ry:*..+: 'bit.� ,a.«wrwearw*ww�'wu.w+«s�wenu..., �i�. �u1nW�.a.,eCW+SJ►W+LMM+l,a�.,...r;trns�aNXKr..wr.r.,.:ev.r.LL. ,. ... ..,. .. ..... ... ,-.ani...,.. ...... .. ,. ._.. 6, u NOTICE: IF THE PRINT OR TYPE ON ANY I III III III III III III I I III 1 1 1 1 1 1 1 V I I I I l l I I I I hI I I I III III IC1111111111111111 Ii IIIIII III I�I I IIjIMAGE IS NOT AS CLEAR ASTHIS NOTICE, 11 I I LI I _I `tL I 61 I I I I I ��_141 ' I I iVl I _ 11 I 1`'' ( C(�� �� �����y ITIS DUE TO THE QUALITY OF THE L No 9e �j !' 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Y t .7. -- O IZ COL/R,/(E) WALL MISCELLANEOUS BARS TOP BARS(sae note#4) ; > STEMWALL BAR _ VW ARCH SIZE la • Class A Class B Ld Class A Class B _ Splice Splice Splice Splice PER PLAN (VERIFY I b„ 9" O E SHEARWALL V TS COLUMN �— �` DRAWINGS PRIOR TO CONSTRUCTION) rc=3000psi --" #3x-]9" EPDXY DOWELS AT 24" OC PER PLAN Jr- W/ 4" MIN EMBED IN (E) SLAB TYP #3 17 17 23 22 22 29 o (L) SLAB ON GRADE WALL SHEATHING PER _ J _ _29 29 29_ _-_ #4 22 22 38 a 1 T STEM #5 _ 28 28 - 37 36 36 47 '� I __ —� SHEARWALL SCHEDULE -- - N+ ° PER ARCH _6 33 33 4343 43 56 C--- _ - - I ----WALL STUDS PER PLAN, GENERAL °. �(2) CONT #4 -- -NEW SLAB ON GRADE T GRADE (E) STEP IN STEMWALL 1"t NON-SHRINK NOTES, & SHEARWALL SCHEDULE #7 48 48 6.3 63 63 82 j TO MATCH THICKNESS PER ARCH III _ GROUT AS REQUIRED- 4/S4.1 WALL BASE T. & ANCHORAGE #4x36" EPDXY DOWELS AT R/COLUMN fc=4000ps • / OF (E) SLAB TYP til (E) SLAB ON GRADE REOUIREME.NTS PER 24" OC W/ 4" EMBED IN (E) #3 19 15 20 19 25 25 #4 DOWELS AT 48" OC W/ � i �(E) SLAB ON GRADE SHEARWALL SCHEDULE SLAB & SIMP SET EPDXY #4 19 19 25 25 25 - 33 = STANDARD HOOK ALTERNATE • 4 HORIZZ SLAB ON GRADE OL7 - � - z U ( # PER PLAN PER ARCH LAB ° - • I I t #5 24 24- - 32 31 31 41 a DIRECTION OF HOOK) r _ - PERSARCH - T SLAB _ I,_. I ' ` .• - /4 #6 29 29 38 37 _37 49 Q -'� ° -_ -III. - -�G ° • E STEMWALL- L, , •, II ed #7 42 42 55 54 54 71 _ _ i .3 (E) STEIQWALL �, . . PER ARCH _ a ° a _ PER ARCH • I! -I \` 3 AT 18" OC TYP : + 1=I' O 1 I° a '.''' O w tt 4AT24 ° - #3 EPDXY DOWELS AT 18° I I__ l COMPACTED J2 K n ui (E) FOOTING 1111 ',;—I I STRUCTURAL. FILL • 1 I--- TS COLUMN PER PLAN OC W/ 4" EMBED IN (E) 8 COMPACTED STRUCTURAL FILL _ r� Sl AB & SIMP SCT EPDXY TYP OR COMPETENT NATIVE SOIL TYP OR COMPETENT ■ 3 3 3i III` NATIVE SOIL lYP --R /ax4/ax0'-10" W/ (2) /a v r . . - - -- --- EPDXY ANCHORS W/ SET EPDXY NOTES: � 3" CLR -COMPACTED STRUCTURAL FILL (Ej FOOTING & 8" EMBED IN (E) STEMWALL OR COMPETENT NATIVE SOIL I #4x24" DOWELS AT 16" OC W/ TYP s 3" _CLR 1. VALUES FOR UNCOATED REINFORCING AND NORMAL WEIGHT CONCRETE � .. 4• --"�- 4 MIN EMBED IN (E) STEMWALL WITH CLEAR SPACING > db, CLEAR COVER > db AND MINIMUM STIRRUPS $ o 1'-0" 6" (2) CONT #5 TYP & SIMP SET EPDXY TYP `lTT-T?T- _I SIZE do REINF OR TIES THROUGHOUT Ld OR CLEAR SPACING > 2db AND CLEAR °p o -- PER PLAN N 4 - I_ I- COVER > db. z a o z ^C ^a 2. TOP BAR _ HORIZONTAL. BAR WITH MORE THAN 12" OF FRESH CONCRETE BELOW OR AS NOTED ON DOCUMENTS AS "TOP BAR". Z z H r o c NOTE: z o 3. U.N.O., ALL LAPS SHALL BE MINIMUM CLASS 8 OR CLASS B (TOP BARS) s u. FINISHES PER ARCH TYP NEW SHEARWALL TO NEW FOOTING SECTION AT NEW FOUNDATION SECTION AT NEW SLAB ATE FOUNDATION & TS COLUMN TOE FDN TS COLUMN BASE PLATE LAP SPLICE & DEVELOPMENT LENGTH SCHEDULE SCALE: 1"=1'-0" 1 SCALE: 1' 1'-0" a =1' 0" 3 SCALE: 1t/p„=1'-0” 4 5 2 SCALE: 3/" SHEATHING PER b�`�EQ PL4 E!� SHEARWALL SCHEDULE SHEARWALL SCHEDULE �� ' I N � t'' HOEDOWN AT FLOOR- r/r, I N AL MEMBE I RIM JOIST OR BLOCKING BOTTOM LA A A H N pT R SHEAR CAPACITYWALL WALL SHEATING FASTENERS AT PANEL BLOCKING READ BLOCKING & STUDS ® NAILING TO WOOD ANCHOR BOLT f0 FLOOR OR ROOF FRAMING �; R NAILING E'ER SCIICDULE TYPE APA-RATED (3) Fnr,FS (1,2) MIN 2X MEMBER TO TOP PLATE (5) CONCRETEREQUIREMENTS LBS/FTADJOINING PANEI FDGFS BELOW PER PLANS & DETAILS ROOF FLOOR ��� . it CONT RIM JOIST � 15/32" APA RATED SHTG Rd AT 6"OC YES 2x A35F AT 24"OC 16d AT 6"OC 5/8"0 AT 48"OC 2x 260 COLUMN/R EL PER ARCH , DBL TOP R, TYP COLUMN/R's 5/8"0 AT 18"OC 2x _ HEADER A\ 15/32" APA RATED SHTG 8d AT 4"OC YES 2x A35 AT 16"OC 16d AT 4"OC 5/g"0 AT 36"OC 3x - 380 NUMBER OF STUDS _ IE I PER PLAN (2) MIN WALL SHEATHING PER 5/8"0 AT 14"OC 2x TS COLUMN PER PLAN - TS COLUMN PER PLAN 490 3 FxPIaEs:0eJ30 1/a SHEARWALL SCHEDULE © 15/32" APA RATED SHTG 8d AT 3bC YES 3x A35F AT 12"UC 16d AT 3"OC 5/8"0 AT 30"OC 3x �•—R/a"0xox0-.0" W/ (`) �..... � ! 4x NAILER W/ 3/4"0 THREADED c_ � 1y2" TYP i i i 3/a"0 EPDXY W/ SIMP SET ^ WALL STUDS PER PLAN, GEN�.RAL A35 AT 18"OC 16d AT 5"OC 5/B"0 AT 4 OC 2x ROD STUDS A( 6" OC 15/32" APA RATED SHTG 8d AT 2"OC YES 3x _ EACH SIDE _ 2 ROWS 5 8"0 AT 24-OC 3x 640 i I EPDXY & 6" MIN EMBED BLOCKING AT I � � NOTES, & SHEARWALL SCHEDULE _ ) / — PLYWOOD PANEL EDGE �'i / II 15/32" APA RATED SHTG A35 AT 12"OC 16d AT 3"OC 1"1 NON-SHRINK �g / O 3 4 " __ R (80TH SIDES _ EACH SIDE (2) ROWS - 5 B"0 AT 16"OC -3x 980 -�-- R/x5r.0'-10" W 2 /"0 ty TYP / �' B 8d AT 3"OC YES 3x SHEATHING PER STUDS AT 16" OC TYP THREADED ROD ANCHORS 2 -WALL BASE & ANCHORAGE ) / /a GROUT AS REQUIRE I REQUIREMENTS PER SHEARWALL A35 AT 15"OC 16d AT 4"OC < T/(EflSTEM SHEARWALL SCHEDULE ' II 15 32" APA RATED SHTG 10d AT 2"OC YES 3x 5/8"m AT 20"OC 3x 770 1 I PER ARCH T FTG SLAB SCHEDULE / EACH SIDE 2 ROWS II. FIELD NAILIN; PER PER ARCH 15 32" APA RATED SHTG A35 AT 7"OC 16d AT 2"OC I ' / 5 8"0 AT 10"OC 3x 1540 i I EDGE NAILING PER n. SHEARWALL SCHEDULE © (BOTH SIDES) 10d AT 2"OC YES 3x EACH SIDE 2) ROWS / SHEARWALL SCHEDULE 1"t NON-SHRINK PT PLATE & ANCHORAGE GROUT AS REQUIRED 11 REQUIREMENTS PER SHEARWALL HOEDOWN PER PIAN /� / SCHEDULE TYP 140 ES: PT HF-#2 SILL PLATE /i1 •�i�• � � --R3/x6z1'-0" 1. PANEL EDGE NAILING APPLIES TO ALL PANEL EDGES AT WALLS SHEATHED WITH PLYWOOD. NAIL 4. BAS�D ON 8d x 1 t/2" NAILS WHERE APPLIED DIRECTLY TO FRAMING. USE SIMPSON SSBD (8d NAILS I T SLAB 4 PLYWOOD TO INTERMEDIATE FRAMING W/ PANEL NAILS AT 12" OC WHERE STUDS ARE SPACED x 2 /p") WHERE INSTALLED OVEP PLYWOOD SHEATHING. PER ARCH - CONCRETE STEM WALL AT 16" OC AND AT 6" OC WHERE STUDS ARE SPACED AT 24" OC. Z 5. WHERE BOTTOM PLATE ATTACHMENT SPECIFIES (2) ROWS OF NAILS, PROVIDE DOUBLE JOIST OR ANCHOR BOLTS PER f 1-"T�I I I_ 2. FRAMING AT ADJOINING PANEL EDGES WHERE PANEL EDGE NAILING IS 8d NAILS AT 3" OC OR LESS, BLOCKING BELOW. S'AGGER NAILS IN ROWS 13/4" APART MIN. a SHEARWALL SCHEDULE-- OR 10d NAILS AT 4" OC OR LESS, SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED. TACK �' 3/ts 3. WHERE PANELS ARE APPLIED ON BOTH FACES OF WALL AND NAIL SPACING IS LESS THAN � U 6" OC PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING W -1 11 I 1=1 I I-III I!-! I-I! MEMBERS SHALL BE 3" NOMINAL OR WIDER AND NAILS ON EACH SIDE SHALL BE STAGGERED. WHERE PANELS ARE OFFSET REFER TO NOTE (2). j — -III a TYPICAL "SHEARWALL ELEVATION c TS COLUMN AT SHEARWALL_ END SHEARWALL SCHEDULE S TS COLUMN TO (E) STEMWALL 9 SCALE: NTS 6 SCALE: 3/4 7 SCALE: t"=1'-0" r Q WALL STUDS PER PLAN, /--WALL SHEATHING PER GENERAL NOTES, & SHEARWALL SCHEDULE SHEARWALL SCHEDULE TYP WALL FINISHES PER ARCH- --STUDWALL PER PLAN, Q WALL BASE R & ANCHORAGE -POST PER GENERAL N"'ES, & REQUIREMENTS PER PLAN, GENERAL l NOTES, & SHEARWALL SCHEDULE TYP PLAN SHEARWALL SCHEDULE TYP PT 2x BASE R W/ 5/g"0 � (2) CONT #4--, PANEL EDGE NAILING PER SAW-CLT (E) SLAB AS Q r SHEARWALL SCHEDULE ANCHOR BOLTS AT 48" SAW-CUT (E) SLAB AS SLAB ON GRADE FINISH GRADE REQUIRED FOR INSTALLATION OC (8" MIN EMBED) REQUIRED FOR INSTALLATION OF NEW FOOTING PER PLAN T GRADE HOEDOWN SCHEDULE (E) SLAB ON GRADE- SIMP ABU66 OF HEV! FOOTING V T/BLAH (E) SLAB ON GRADE- SLAB ON GRADE (E) SLAB ON GRADE E SLOB _ - \ PER PLAN T ° -. - TAE) SLAB _. .\_____,_ _.... r-a ° PER PER ARCH �-- PER ARCH = l-I PER ARCH C--- " . . �. ° l PER ARCH MARK HOEDOWN TYPE FASTENERS UPLIFT CAPACITY, (LBS) •� -� a -� • _ • 1- #4 DOWELS AT 48" OC W/ 10 SIMP SD3 1/4"x3" WOOD SCREWS l I- : ••. - - rr -III- , 1/ SIMPSON PHD2 ( ) 3610 d• i' ! d w . STANDARD HOOK (ALTERNATE 5 w d I I I I- ° 4 a #3x12 EPDXY DOWELS AT & (1) /8"0 THREADED ROD ANCHOR & a a .a �--#3x12" EPDXY DOWE.L.S AT I I- DIRECTION OF HOOK) TYP n I! •_- - ° 12" OC W/ 4" EMBED IN (E) -- _I�I SIMPSON SET EPDXY (6" MIN EMBED) 1 CC W/ 4" EMBED IN (E) !Ii SLAB & SIMP SET EPDXY TYP T FOOTING PER ARCH 14 SIMPSON SDS t/x3 WOOD SCREWS - -- - - 4 SLAB & SIMP SET EPDXY TYP �- �--- _ - A SIMPSON PHD5 ( ) a 4685 (E) STEMWALL & (1) %% THREADED ROD ANCHOR & � a„ ; J -I r SIMPSON SET EPDXY (6" MIN EMBED) � 3" CLR COMPACTED aTRUrTURAI FILL icr_ v � 3"TMP R -COMPACTED STRUCTURAL FILL ,� TYP I OR COMPETENT NATIVE SOIL — ° �� SIZE & REINF OR COMPETENT NATIVE SOIL a ° •. e: —SIZE & RE NF PER FLAN p --_ PER PLAN 4*. , E) FOOTING + d 3" CLR COMPACTED STRUCTURAL FILL TYP OR COMPETENT NATIVE SOIL SIZE & REIN ------911_-77T PER PLAN I CONT CONCRETE FOOTING IN (E) _ HOLDOWN SCHEDULE NEW POST TO NEW FOOTING DETAIL NEW SLAB ATE STEMWALL CONCRETE SLAB ON GRADE 14 � NEW SHEARWALL TO FOOTING 10 11 ---- 12 SCALE: 1"=1'-0" SCALE: t"=1'-0" SCALE: 1 =1 -0 13 SCALE: 1"-1'-U �q { ■ I v) fie►/ _J Z C O Z F- Q r Z O y i O I M O CJ I a Z O I Greenburo Rd, 10350 RUP2003.00294 � � 17 of 57 Q � O -- - - - --- G M I ti• _..,. .-e.o"acwuw,_..-. ..11 warm-..amwYawrm.e"aaw.r e,,". h.w .K,.vw.wr+sraca x- Ob NOTICE: IF THE PRINT OR TYPE ON ANY TI f III III III III III I�;'111 111 III III I I III IiI III III I I III III I I I I i III III III III III III I'I III III III'III III III III I I III III III I I III III I I I I I I I IiI III III I I � IMAGE IS NOT AS CLEAR AS THIS NOTICE, �I 1 I I I I I 4 I I _ h I I 8 ITIS DUE TO THE QUALITY OF HE r+,,ae mar•– _..,H"�...awanuxr•.+ rran• •sa�n+rr+' ORIGINAL DOCUMENT �E 8Z 8L LL 9Z Z UL t L 1[v 03 1 11 eft LL 9t 9(i 1111 st Lit liiiiiiifii, 8 Q3 t� 19 �A �� I r TS 1IIIIIIIII IIIIIIIII III �IIII lilt III! IIII�IIII Illl�ilil ILII IIIf IIII�IIII IIIIIIIII IIII�IIIIIIIIIIIIIIIIIII�IIIIIIIII IIII IIIIIIIII ILII IIIIIIIII,IIIIIIIII ILII IIII�IIIIIIIIIiII !I�IIII ILII III!III!I�I<u�illiuliiu��Illl��u�Wu�illlll�!ulll��l111141!I ;Jh ut ,71 �-•(E DIAPHRAGM ------_._--- - - - ----_ -ROOF SHEATHING BOUNDARY NAILING (E) ROOF JOISTS--,,, - 2x BLOCKING PER PLAN TJI ROOF JOISTS i (E) ROOF SHEATHING , � � 1 (E) 2x BLOCKING EA BAY (2) SIMP A35 EA BAY TYP g! PER PIAN (E) ROOF JOISTS NEW ROOF AT EA BAY TYP- DIAPHRAGM NAILING • ��_ E) ROOF SHEATHING GLULAM BEAM PER PLAN PER PLAN BEP-M PER ARCH 4 / , SHEATHING PER PLAN .� �� 3 0 2 ROWS 1 O 1 ------- • t° c �� -SOLID BLOCKING t � � NEW DIAPHRAGMS I / A �� FA BAY TYP '^ L ) NAILING PER PLAN IO (E) 200 ROOF JOISTS _ / �- ��`��\ r NAILS AT 12" OC 1 ((( � -NEW 2x BLOCKING / O I ,, I A PROOF SHEATHING ( O I _ 2x BLOCKING EA BAY \. � e� (2) A.35 EA BAY TYP � - _ / \\ DIAPHRAGM NAILING PER PLAN PER PLAN T 5HEATFIING EA BAY -(E) ROOF SHEATHING "TRUSS" �_ GLULAM BEA NEW ROOF ll ---- PER PLAN 1 - --- -- --- -- JOIST PER PLAN --- -- f '� 1"0 THRU-BOLTS - - `\ --- (E) 2x10 ROOF JOISTS PER ARCH �.� 0 PER APCH ® -- 3) A35F EA /..__ 2x4 BLOCKING EA EAM PER ARCH BEAM PER ARCH BAY TYPI BAY W/ (2) l6d 6x6 POST - < 0 0 0 0 : O- NAILS AT 6" OC TYP U I O =___-- BEVELED BLOCKING W/ . IOi i O --(3) 1"0 THRU-BOLTS 1101 I 0 ------ -SIMP BEAM SEAT PER PIAN 16d NAILS AT 6" OC \ �+ 1"0 THRU-BOLT I 1 - �`� ------ � Q 101 iDi i O PANEL EDGE NAILING PER \" 1/" SIDE T's W 1"0 [.► GLULAM BEAM 4 / SIMP HANGER PER -TJI k00F JOISTS M ,- PER PLAN FAM PER ARCH SHEARWALL SCHEDULE THRU-BOLTS TYP-' JOIST MANUFACTURER PER PLAN -- POST PER PLAN PANEL EDGE NAILING PER - WALL SHEATHING PER SHEARWALL SCHEDULE PLAIN, GENERAL NOTES, SHEARWALL_ SCHEDULE- O I -6x6 POSE BLOCK W/ (2) 'I"0 BEAM --- 0 & SHEARWALL SCHEDULE THRU-BOLTS TO GLUCAN BEAM _ - -- O -BEAM PER ARCH ��_ — - - - O/ --� WALL SHEATHING PER = - GLULAM BEAM 1"o THRU-BOLT, C l \ SHEARWALL SCHEDULE - _ - ^ O O O O _ ---_ PER PLAN E -WALL STUDS PER PLAN, o GENERAL NOTES, & - - Z -� ¢r� --- SHEARWALL. SCHEDULE - c a °,. 6 A M BRACKET PER ARCH (1"0LLJ --- _ THRU-BOLTS MIN 1YP) -/�_.___ - 'V -- nC �g SECTION A-A z o A r. � v z NOTE: w un s _OMIT a REF 1/S5.1 FOR CALLOUTS IN COMMON AT SiM s NEW "TRUSS" TO BEAM CONNECTION NEW "TRUSS" TO BEAM CONNECTION 2 GLUCAN BEAM TO POST CONNECTION SHEARWALL TO (E) ROOF CONNECTION 4 NEW "TRUSS TO GLULAM BEAM CONNECTION 1 J SCALE: 1'12"=1'_L" SCALE: 11/2 =1' 0" SCALE: 1"=1'-0" SALE: 3j4�,a 1'-0' SCALE: /4„=i -0 -2x CONTINUOUS BLOCKING W/ (3) ( ,-STUDS & SPACING PER PLAN 10d NAILS TO DIAPHRAGM TYP j & GENERAL NOTES TYP (E) SKYLIGHT (OMIT AT SIM) T/PLYWOOD (C) SUSPENDED CEILING PER ARCH- BOTTOM PLATE--, -SHEATHING PER PIAN NEW SUSPENDED (3) #8 PAN HEAD SHEET �'CH��E� /// CEILING PER ARCH—� METAL SCREWS TYP—� -- -- — --- -(E) 2x12 ROOF JOISTS +Gc Nt�A1u T FRAMING r 1� 2x4 DIAGONAL BRACE I i NEW "TRUSS” { 2x4 AT 24" OC PER PLAN (E) ROOF SHEATHING AT 8'-0' OC W/ (3) W/ (3) 16d NAILS (2) SIMP A35 TOP & "1sa, JOIST° CONTINUE AT SIM - r• 160 WAIL., EACH FNTt AT 5 A VERI TYP BOTTOM OF KING ._.�� E) DIAPHRAGM NAILING (E) 2x BLOCKING �'-'; ,-� DOUBLE TOP CHORD STUDS (REF SCHEDULE) FIvISH�S PER __, (E) FINISHES SIMP A35 AT TOP GUf'C� 1 NEW "TRUSS" I (E) ROOF SHEATHING ,��J j �� NEW "TRUSS" ,� ROn�M nF 4r6 -2x4 AT 48" OC DOUBLE TOP CHORD- ARCH TYP -(C) 2x BLOCKING I " DOUBLE TOP CHORD BLOCKING, EA END FINISHES PER ARCH 8. . E 2x12 ROOF JOTS I: O"� THRU-BOLT - O ! �1 NAILS EACH END t O � 1 IL 4x6 BLOCKING— \ RIM JOIST OR BEAM -{E) /•" WALL SHEATHING '�J"�� I �DcpIREB:08/30 BOLTON PLATE SIMP A35 \ I I 1"0x8 LAG BOLT W/ 01 WASHER PER ARCH DOUBLE TCP R (REF If �\ SIMP A35 TOP & BOTTOM OF �,- SIMP A34 AT EA HEADER SPLICE DETAIL) \ i 4x6 BLOCKING EA END TYP -1"0XB LAG BOLT W/ (E) WALL SHEATHING (2) I"0 THRU-BOLTS MAIN ROOF �_ VERT lYP PER PLAN- MAIN __ (2) 1"0 THRU-BOLTS O; _r. I FRAMING PES STUDS & SPACING PER PLAN (2) SIMP CS16x36 CENTERED ON WASHER PER ARCH l BEAM/TOP TRACK JOINT ATTACH WALL FINISHES PLAN (2) ROWS OF 16d & GENERAL NOTES TYP 1"0x8" THRU-BOLT 4x6 BLOCKING AT ( - E GLULAM BEAM PER ARCH TYP (E) 2x6 ST1IDWALL CONT 2x I� AT MAIN ROOF / TO THE STUDS THAT ARE AT THF. -( ) NAILS AT 12" OC TYP NEW "TRUSS" TYP END OF THE NEW 4x6 BLOCKING SIMP A35 A7 TOP / I 1 3) 1"0 THRU-BOLTS (3) 1"0 THRU-BOLTS JOIST/TRUSS UNDER VERT W/ / 1 �.,-SIMP LCE4 TYP rV- & BOTTOM OF 4x6 16d NAILS AT 12" OC TO /// 1 1 (E) ROOF SHEATHING SIMP A35 AT TOP & BOTTOM 1 — BLOCKING, EA END -� �'' t _,� JACK STUD (1 MIN) BUNDLED STUDS PER ?"0 THRU-BOLTS ;�___ _ .. OF 4x6 BLOCKING, EA END . . 1 4x6 BLOCKING, NEW TRUSS" DOUBLE i 4x6 BLOCKING -NEW "TRUSS" DOUBLE JOIST/TRUSS BELOW INTERIOR KING STUDS PER SCHEDULE (2 MIN) - (3) _ B070M CHORD BOTTOM CHORD ----2x4 AT 24" OC SCHEDULE (2 MIN)- 'b (E) DOUBLE A34 AT 24" OC (2) 10 THRU-BOLTS ROOF JOIST O _ -- O - •I OPENING OF KING WINDOW A35 S I Z CONT 2x10 R W/ 16d NAILS ' __ (E) SOFFIT / y � i 'l -1"0x8" LAG BOLT W 1"0x8" LAG COLT W/ WIDTH FT STUDS SILL STUDS REO'D O WASHER PER ARCH WASHER PER ARCH O AT 6" OC (OF< (3) 16d NAILS SIMP A35 PER SCHEDULE � FRAMING (F) METAL STUD SOFFIT FRAMING , AT EA JOIST/TRUSS) 5' 2 1 NO \-NEW "TRUSS" DOUBLE "` 3 1 i `--NEW 23/4x51/ r �--NEW 2/4z5/2 2 TILING M EDGE BOTTOM CHORD (E) GLULAM BEAM "TRUSS COLUMN '^ 5' < 7' <g' 3 2 YES "TRUSS COLUMN L1J i NAILING NEW 23/,x5'/2 MAIN ROOF PER SCHEDULE- 9 4 2 YES WINDOW SILL "TRUSS" COLUMN- Ell EDGE DETAIL VFRAMINGVNEW "TRUSS" TO (E) SEAM/SOFFIT O STANDARD OVERFRAMING TYPICAL HEADER FRAMING 7 NEW "TRUSS" TOE WALL CONNECTION WALL CONNECTION NEW "TRUSS" TO (E) STUDWALL CONNECTION SCALE: t" 1'-0" 6 SCALE. 1 - 1'-0" SCALE: 3/415=1'-05' S SCALE: 3/4"=1'-0" 9 SCALE: 3/4"=1'-0. 010 IMP CCO51 -. SIMP 00051/4 1'- SIMP f/BEAM � �T BEAM PER ARCH PER ARCH SLULAM BEAM r _ - GLULAM BEAM 0 PER PLAN ____... `e' � © GLULAM BEAM PER PLAN PER PLAN 0 i 0 -_ _ 0' I I TS COLUMN DIAPHRAGM NAILING SIMP CS16x30 AT EA TJI ROOF JOIST ROOF SHEATHING CC I I 3/ �PI R HD�N NAILING PER PLAN 1 3/16 PER PLAN 1 1 PER PIAN LINE OF BLOCKING PER PLAN TYP i 16 E T BEAM T SHEATHING TS COLUMN 1 1 1 1 E ROOF SHEATHING PER ARCH PER PLAN---,,, i i T BEAM 1 I ( ) EA BLOCKING ( ) PER ARCH V 1 I T BEAM 1 E 2x10 ROOF JOIST I CONT RIM JOIST ---- PER ARCH PER ARCH i I •. CONT RIM ROOF JOIST A35 PER SHEARWALL -'� SIMP A35 PER I I --- I (E) 2x10 ROOF JGIS7 SCHEDULE-- "� - % - � PER PLAN 1 1 � --�\ , SHEARWALL SCHEDULE / ~ PANEL_ EDGE NAILING PER SHEARWALL SCHEDULE SHEARWALL PANEL ly 51 1 -SIMP A35 AT EA 2x BLOCKING EDGE NAILING PER T 2 I STUDWAL.L PER PLAN, FOR SHEARWALL SCHEDULE SIMP H3 AT E4 ROOF JOTS 1 I 1/4 3 •16d TOE-NAILS GENERAL NOTES, & LINE OF BLOCKING FIRST TWO BAYS R1/2x7z0'-10" i i - /16 A7 915 OC TYP EVERY 4 FT DOUBLE TOP R PER PLAN, 3-�-�n P SHEARWALL SCHEDULE- -WALL FINISHES WALL SHEATHING PER GENERAL NOTES, & r 1 I 1Y2 1 I I /16 PER ARCH SHEARWALL SCHEDULE- E I -GLULAM BEAM SHEARWALL SCHEDUL,. TYP 1 1 1 't'� -- WALL SHEATHING PER SIDE R's /4x5x0'-10" W/ I 1 I PER PLAN (2) 3/4"0 THRU-BOLTS I GLULAM BEAM - 1i -R/4x8x0'-10" W/ (2) -STUDWALL PER PLAN, __ 1 1 PER ARCH—.,-------.. 11 1 3 SHEARWALL SCHEDULE GENERAL NOTES, & 1 1 :�. ___. -- � n 1 /4"0 THRU-BOLTS ,/ GLULAM BEAM - 11 I _ 14 1 PER PLAN ii 1 1/4 / y SHEARWALL SCHEDULE TYP /4 I i 14�}--C\lYP I ✓✓ 1/4 I i 1/4 TYP Rt/2x8xO'-1015 1 /4 1/4— 1 1 t/4 1/4 I NOTE: �� i V/2x51/2&-7" 1/4 ROOF FRAMING NOT SHOWN FOR CLARIIY 1 GLUCAN BEAMS TO TS COLUMN CONNECTION 11 GLULAM BEAM TO TS COLUMN CONNECTION 12 �E) ROOF JOISTS TO NEW BEAM ( 13 SHEARWALL PARALLEL TO ROOF FRAMING 14 ROOF JOISTS TO STUDWALL SCALE: 1' = 1'-0" SCALE. 1 - 1' 0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" w SCALE: 1" _ , -0" 5 0 r to J E 5 W O V Z � < .0 i CO CDO I I C CD N O CD Z Croenburn Rd,1035u HUP2003-00294 19 of 57 0 - ----- -� G M, •.;,lti,ii i".,�.Y:1k:•...; „L.,.;N Yd.vSM'P.P�rW'Hvih My.. ..':.�:,:W._..,..':..;,{J.;. - .....:;N.'d�:r91^J.9ikIC7",.....n y tit,:>:.:S:S; ,Y5�W5iRh>r+ ... . . >.. .w ,. .. ,. .: ., NOTICE: IF THE PRINT OR TYPE_ON ANY TI I IIT III III III V I I I I I III III III I I III III I I I I I l i III I Jill I I I I�I I I I III III !I I III III III I I III III III I I I I!I I III III I�I 11.1 1111 III V I I I III I I I I I I I III III V I I I I t f IMAGE IS NOT AS CLEAR AS THIS NOTICE, ..I _L __-IJ-I I I. �I I_`41__I I�!�1_I I I�J_-_L_I __I I I B.L� I I I�L___'I.I__._ ��I i� I I 1� Ct•�2� �� �0�, / Il'IS DUE TO THE QUALITY OF THE IIII No JEORIGINALDOCUM[N'T F 8Z 8Z LZ9Z �ZbZ I9ii � jj 11 IIII ILII II ! I�IIII Illlllilllllllllllllllll IIII�IIIIIIIII Illllllll illl�llll I IIIIIII IIIIIIIII ILII ILII IIIIIIIII IIIIIIIII ILII ILII ILII ILII IIIIIIIIILIIIilllll Ilulul� IIII�IIII IIII�IIII Illllilll llllll llll�lll I!lllillllllllllll 111ll11� Iil�lWi IIIIINI�I R I '! ROOFTOP AIR CONDITIONING UNIT SCHEDULE 30 --__ GENERAL PROJECT -_r--- T �--- ; 1 Y 1 i P G n,4 TT' �- C � c I I I ' + > O' 0 Q NYP • L^ O p N xt �, EF 1 —SUPPLY FAN ® EF 4 I ,%'% In a° Ln ON ROOF ON ROOF �' / ' V1 I �,� ON ROOF I DUCT FURNACE 04 4 AC-1 U ON ROOF I ON ROOF I ; I II O CEILING EXHAUST i _ ' 8"0 FLUE FAN UP TO , i rr - 4 ROOF CAP. IT - I " I If I I 1' I - -- --- -- - - -- -}I 1== =====J _ _ I u � DUCT FURN ti ROOFON CEILING EXHAUST------__ ,J I -- F FAN UP TOI I I J 1 _ -_ _ -- I - -- --�i--T---- - _ ROOF CAP. I I i i I I T V I � I I I I I I �L—J I I IIts - I •� I r-----i r----i Ill IT I x 24x18 ON RF ODRYER VENT � - - - ----- _ / 2x10 1 DUCTWORK ON ROOF DUCTWORK ON ROOF — —_ I + I T x 6 ���Q PRQ��cr,^ say:a$ssacaaaa aaac-ra -- - - '•U 11 L' w I Iy I e~ I ; +� �, .. I �k x 14X1Q J 4'1G ! Itl 1 CEILING EXHAUST---�f I r, �^--X- -�-n- - � - i ��- 11.314 I u F .------.-' FAN UP TO -_ - 'I I I 22x14 Q 18x14 I 16x12 O2 I LLCCiiOOFN 11 ,y ROOF CAP. 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I I 12X8 DUCT UP TO EF 2 I �` —� xx + '' + IN X, X I ' ON ROOF. _ 14x10 --'� x I I \\ �-- I I 14x8 14x10 'I I N I I I r I - - }I Lt- - - - - - -- - - - -_- _+ - -I r- - - - -- _ _I I II I I I =x=x sK"iY�-x -x-x- x--� M- - - - - - -- - - �1- I N I I I x I I I I + III III I I N I I 2 I I , 18x12 I ;I i �\ II� x x I I I X I I I 'W i,A`� �, `\ 8x6 t I I 14x10 V x "t I _ I -+- — — -- -- -- -- 24x18 x x N x 24X18 I I + r r I )r + X7.1 -'I 8x6 ON ROOF r-----1 r----=1 L J X �c-x-x t .� E•-M-•- x xI I I i r 1 x x ON ROOF -� r----- -----i 15x12 L _ J O2 12x10 I -Z -x N I �Xy t x I I . . I Ac 2 T - -- --_..._..--- -- -- ------- -------- x �' — I I y x -� ' I x10-' X _. -- — -t - _-_,_ — _ - - ("�" - ' x x i n X I ' ' 14x8 - J �-•. x I� - R y I I © /- -i1 I 11 _�' I III I I ' N Wx X RX/I I I l )�•'!� '(s--- -�--� i i i i x III I I III y I w. I I I , ' H-K-"-x��"�X-'�--�-� I X ..-i_ —r. I 1 I , - - - - - )I - - = ---- - - - _ 7 X t I t"I n i .I Y)]Y I ) I ,1L.:. I I I I I 4x8 + >�-�r x--x+-x-x-x-x x-x- x- x`x-x x-x-x--x�-Jx-x--�+`Ix ( ; -, - _�] �Ll+� i i r i J I I � I I LN 24x16 [T `� --- ------------------- -- - � I -- II r x 12x8 20 I J \ -4 22x16 ----------------------- l _ + +/F -- - - �. � i \J; `.� II I I1 EF-6 1 p I -- + >4-x ' X-x-x-x x -X-X-X- 'x-x x-x.'. x + IX Ix ON ROOF I u I I x N� -------- --------- - -_-- 24x18 ON ROOF r 1 y 2 20x1 12x8 +�-x-x X-It X �( - -- - - - - - - 1_--J-- - - --- -� - -- +4- J.. -- -- 24x18 ON ROOF i i -- - ` I i a OJ W ON ROOF r - , ON ROOF - - -- -- - ---- 1 ._ ._. . - - ------ - - - --- - -- -- -- - - - - ---- - - - --- -- - - - - " L L _ __ _ _ __ _ _ ___ _.--_ I ---( E > I N I I 4 AC-2 12X12 EXHAUST ON ROOF I ON ROOF GRILLE & 12X8 I i C C DUCT UP TO NOTES THIS SHEET EF-1 ON ROOF, I � Z � I ti O� •O 10 REMOVE EXISTING HVAC EQUIPMENT AND ALL ASSOCIATED DUCTWORK, GRILLES AND DIFFUSERS I, C ' PATCH/REPAIR ROOF PENETRATION, SEAL WATER 6 TIGHT, 2� REMOVE EXISTING DUCTWORK, GRILLES AND DIFFUSERS. DUCTWORK NOT SHOWN TO BE REMOVED TO REMAIN FOR RE-CONNECTION. SEE DRAWING M2.1 FOR COORDINATION. 30 REMOVE EXISTING DRYER VENT. PATCH/REPAIR WALL PENETRATION TO MATCH EXISTING. 4O EXISTING HVAC EQUIPMENT TO REMAIN IN SERVICE. Greenbury Rd.10350 I 13UP2003.00294 I O EXISTING THERMOSTAT TO REMAIN. 20 or 57 I a) O RELOCATE EXISTING THERMOSTAT. SEE M2.1 FOR NEW Contact s LOCATION. AARON WOZNIAK Protect "' o f� 7003 0169 N 1 FLOOR PLANHVAC DEMOLITION N � �� INTIt'RNACI ° �� Z '(R S.R'.'IR1)e%VvSLTII(go%1"IRI :1Yi1,I)Ilq)zuq 11110NI'.loj,,Rs...11rti LAX;n"4.IRa 22tr. 0 �s FILE: 0169M20.dwg EDIT: 05-19-03 ® 11:38 BY BRIANBO PLOT:05-19-03 ® 11:38 NOTICE: IF THE PRINT OR TYPE ON ANY I I r III I;i III III III V I I I III III +I I I III l III III III III (I I I I I I I I III III I I I I I I I III I I I I I I I I III I I I I I I I I f I l I I I I f I l I Il I�I I I I l f 1(I I l f I I I III III (IIII I' IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE No.76 ORIGINAL.DOCUMENT �c �a � � ►I,iI���(�Ii11►111�11�11�11l�1► 1 111��11�1�►Ili Illi►l►;�►1►I!►IIT►�I II►►�►►�!►►��l�►,I!►►I��1111-11!J`q����!�1►;1�1►I!III�IIII!111►illlil►,��I►1!111►IIII!►III►III!II�Ii�����I��1►11►!L�Lu<«I���I�!�I>>� �� � � �1►�1 0 9 5 si EF-4 1 x1 -4 CD- J I nIS— i EF-6 11 1 540 TYP. 8(M3.0 FRIGERATION CONDENSING UNIT I e(E F (EOROOF w i i VERIFY ON ROOF) EF-5 CU-2 2 AC-1 AC-5 = ROOF (E) ON ROOFON ROOF (E) ON ROOF ON WALL ATB' A.F.F._ —_— _—__ — _ _ —_ _ _ — _ — . —_ _— _ — _ — _ _—_— —_—_ _— _ — P L c _p ® 5ER✓® YARD _ -- L «— '1` 20x20 10 O x,2 ' r -ON R v u axc ROOF ON ROOF`I�'I} _ ON ROOF 5 -- .0 AC-4 r-- o b 1 I I HALL ON ROOF - BY FLUE I 24x18 (E) ROOF i - - -- -- -- -- - - - - - - - � -- — — D outer B ���}�,p� RNACE 4x46 RC-1 V_U J — I —I EXISTING S PPLY 2408 - a 0 JEXISTNG SUPPLY yI' i.�7 -- h� II---'I I4--- AN ON R FAN ON ROOF. I :.J L-� ® WALK•I - I Y WALK-RJ EXISTING oucr - — - _ -_ - COOLERFREE-'ER FURNACE ON ROOF. 1`ON R WC)WfIRK OOF EXISTING DUCTWORK S L� 1808 BEE ` T AC-4 ON ROOF f] L I ����`•• F�-•• roEO _ _pf_ c°tV` orxE 7 11 EVAP OOF � a nsc...un L �0 0x v v - 7-7 1 a R 1202 41` 24x18 18x16 pf P 'ux / - 4 8b 18x18 SERVICE -- RAF - ^"1 ° 0 5KULLERY ON ROOF 4x12 6B� ' __- - _._-,-- co7 463 RC- py'�'zr n •�'p4; 11 EF-7 ROOF / ON ROOF \ T O MOUNT AS HIGH 12'0 / ON ROOF --- ,1l I 1 j \� j - AS POSSIBLE EXPIRE&.l A D OSA LOUVER / \ ON WALL. o AT RLO \ / WWI 11 LEVEL7 ---A� --_ - _— _ — _ _.—,: ' Z T AC- _ — _ - _—_ _—_ f 3 --.. . /— — _ o o EF-9 LINEN M3.0 TYP II a O V IN CEILING ® 1620 .13O W EMPLOYEE J160 ❑ ❑ 5 gry 4x6 SR- tl :T-tNll 6F 450 TYP. 3 Jj ' - DINING (�//b/•J�OV, ' / ® WillB R / w El 8"o `_ \� r DININ C ' V U 5 ID". 1'—) 00000 18x78 CRC -2 DINING -- 802(E) 2002( 20x - ` 1000 N p (E - - - 0 0 M V N EXISTING 12x -- - - ' I O I O H GRILLE A 12x8 DUCT UP 14x8(E) 1200(E) TO EF-2 ON ROOF. DINING ROUTE 22"0 UP ' 300 CFMOe 300 CFM ® 300 CFMOB B ` IO D NING EXTERIOR WALL © 14x8(E) 14x10(E) I _- \\// ABOVE ROOF. 14x10(E O N 2 d 1x8 -� I g 18x12 ) 3 C CENTRIC [c — 7S 2 I� 3.0 ( Bx8 E ( ) VL1NT RU ROOF I V ONxR E I f��•' `-- F-1 8.0 3 �� w III j Bx8 ) ' — - -; AMD AUST HNTAKE IN ATTIC P® T 22'0 . . I 0/1 O II . . 1 , ' 0 CF MW ON ROOF .r: 200 CFM l ' 1 IOER T I 1 �24x1B ON R (1 �_ I I II �_ 2 NES I - O O -- - 0 M 8 T - O „ i ®" ® ; — B \ O ' L _ , ON ROOF _ I - p, p �j I \✓ - 12x8 ON R00O O I 24x18 ON ROOF i i -"rte q _p_ 1 x6 5R-1 1 2 JAf✓IT 1 9TIBULE i� 0 M3.0 O j T 260 . 4 300 TYP. 2 M3.0 AA 1 = Cq I \ \ J I IGS 8 0-4 CD- C3 Y EF-2 AO-2 EXIST. 12X12 AC-3 CU-1 — L_ _ 250 TYP. 2 t EXHAUST (E) ON ROOF (E) ON ROOF GRILLE @ 12XB E ON ROOF ON ROOF DUCT UP TO EF-1 ON ROOF. EF-1 I NOTES THIS SHEET E ON ROOF ON ROOF (D RELOCATED THERMOSTAT. PROVIDE NEW CONTROL WIRING AND O7 PROVIDE OUTDOOR AIR LOUVER AT EXTERIOR. LOUVER TO BE MOUNT AT WALL. DRAINABLE, ALUMINUM AND HAVE 1.5 SO, FT. OF FREE AREA. 0-4 - RUSKIN 3008 MODEL 375DX OR APPROVED EQUAL 5 O MOUNT CONDENSING UNIT ON ROOF, FREE FROM OBSTRUCTIONS. ROUTE REFRIGERANT LINES DOWN FROM ROOF OB CONNECT NEW DUCTWORK TO EXISTING AT THIS LOCATION. TO CEILING SPACE AND OVER TO WALL MOUNTED A/C UNIT. VERIFY EXACT SIZE AND LOCATION OF EXISTING DUCTWORK INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PRIOR TO START OF WORK. NOTIFY ARCHITECT IF CONFLICT EXISTS. BAMEutx Re.ID350 BUP2003-002W OJ COORDINATE EXACT LOCATION OF DIFFUSER/GIRLLE WITHOg ROUTE DUCT TIGHT TO ARCHITECTURAL BEAM. BOTTOM OF 111., n IUI /� ARCHITECT. PAINT TO MATCH ADJACENT SURFACE. DUCT TO BE SAME ELEVATION AS BOTTOM OF BEAR , PAINT m PROVIDE HOODED WALL CAP AT EXTERIOR. CAP TO BE PER ARCHITECTS DIRECTION. AARON WOZNICIAkK 04 3 Q GREENHEC , )DEL WC-6 OR EQUAL. IO TRANSITION TO CONNECTION SIZE AT UNIT. Profen Q 5 PROVIDE SUPPLY REGISTER AT FACE OF EXISTING 2003 m,. N 1 FLOOR PLAN — HVAC 2 I /,�\\� O ARCHITECTURAL LATTICE. PROVIDE DUCT TRANSITION TO GRILLE 1 EQUIPMENT AND ALL ASSOCIATED DUCTWORK, GRILLES AND 1/q' °• 1'-0' C—I // NECK SIZE. PAINT REGISTER TO MATCH ADJACENT SURFACE. DIFFUSERS TO BE PROVIDED AND INSTALLED BY KITCHEN —I Nf tRIAC� N EQUIPMENT SUPPLIER. © BALANCE EXISTING DIFFUSER/GRILLE TO SPECIFIED AIRFLOW. 12 RELOCATE CEILING GRID DIFFUSERS NEW DUCTWORK WITH gSUPPLY FAN IoexW.BAOAvt„eurtxtearo0nAr20.0xonoa a NECESSARY TO MAKE CONNECTION. PHoxeelg4wxre xA%eosse>..a. ' A FILE: 0169M21.dwg EDIT: 05-19-03 • 11:38 BY BRIANBO PLOT:O5-19-03 O 11:38 WA 11110--1 NOTICE: IF THE PRINT OR TYPE ON ANYIIf 111 I I�If,I�I�I I�I III I I III f)I ISI I 1(1 I�I 1�1 (T 1j1111 ' 1 ITI '711 rl'I I i )1 IJth� .I.•��ryryyy 111 I7 qr 11 1(', f I � IJl I)I i I T)I 1)I 1171 I I�I ISI ISI I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, ����u a) ���y � IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT g t t t t t I i I t 1 L 9 t 30X mi uuluu uu6m uuluu mduu mdimmdmi millet uduu mdu uuhm uuluu uu�m uulml uulim udmi uu6m miluu mlluu uullm uuLm m161 uluu r. is i ,f{.7 U O W � 7 Ln O � P O • COo fy c r4 3 !oN _ t r1 IT a 0 to r u W SEAL. WATER-TIGHT. -. u ROOF STRUCTURE. 20 GAUGE PROTECTION SHIELD-- /— EXTEND MINIMUM 6" EACH \ _ f SIDE OF DUCT PENETRATION. SHEET PLATE, SEAL--- SECURE TO --SUSPEND DUCTS WITH WALL AS REQUIRED. - �— THREADED HANGER f0 PENETRATION WATER-TIGH1. RODS AND CONNECT EXTEND MINIMUM 2" BEYOND SEAL AIR WATERTIGHT. DUCT IN ALL DIRECTIONS. AIR/ WATERTIGHT. SHEET METALIN. HANGER STRAP. 4" MAXIMUM lam,_---CONTINUOUS WELD k- - LIQUIDTIGHT ALL AROUND. —SEAL AIR TIGHT. SPIRAL. WOUND SUPPLY DUCT. ; 30' OFFSET FROM RAIN SKIRT.---------- DUCTWORK / HORIZONTAL. OUTDOORS INDOORS �' �- -F-LASHING. ROOF CURB. / -TAKE-OFF BOX SHALL ROOFING. BE SIZED SUCH THAT / FACE GRILLE FITS FLUSH WITEi EDGES OF 1AKE-OFF' BOX. FLEXIPLE DUCT / ham CONNECTION. PENETRATION AND CONNECTION ---J\ ,--.�� ROOF DECK. SUPPLY GRILLE TO BE 100% LEAKPROOF. v ��'�---Du YN TO TYPE 1 HOOD. 3 SIDEWALL DUCT 1 SUPPLY DUCT TAKE-OFF 2 PENETRATION ABOVE ROOF 3DUCT ROOF PENETRATION NO SCALE NO SCALE NO SCALE - t 39s i �i a N k. M( EXPIRES ��-] Z Q O 0 oc Lu VO, w V O SUPPORT CHANNEL - INTEGRAL w TO AC UNIT. ALUMINUM—� 1160GADUG E'B NDTEGAS-FIRED HEAT CO SHEET METAL EXCHANGER PIPE COVER. STRAP. SECURELY FASTEN TO Z HVAC UNIT. CURB AND AC UNIT. PROVIDE LAP SEALANT.---_ ONE STRAP PER SIDE FOR UNITS ' UP TO 5000 LBS. AND TWO SUPPORT FROM STRUCTURE AS FLAT FILTER. W STAINLESS STEEL RUBBER GASKET.— STRAPS PER SIDE FOR UNITS REQUIRD. PROVIDE ON EACH LLJ CLAMPING STRAP. OVER 5000 LBS. SIDE, FRONT AND REAR. FLEXIBLE DUCT CONNECTION PRE-FAB CURB BY FASTEN STRAP SECURELY TO SPRING ISOLATORS---------/ (TYP.), f� r PRE-FAB AC-UNIT MANUFACTURER. CHANNEL AND TO NAILER STRIP. (4 REQUIRED). PIPE FLASHING. NAILER STRIP. --LAP SEALANT. �r_— FLASHING. Ir ----------- r ' R KIM RIGID INSULATION. RIGID COORDINATE EXACT ; ; ; ' ' 0 INSULATION. _ DETAIL WITH HVAC ROOFING SPLICE ADHESIVE. UNIT MANUFACTURER. �- CANT STRIP. ROOF DECK.- ROOFING SECURELY FASTEN CURB _ � ___ ' 1 MEMBRANE. TO ROOF DECK AS REQUIRED LEVELING STRIP LJ Nm DX COOLING COIL---PER MANUFACTURER'S ROOF DECK. — Q USE ROOF MEMBRANE INSTALLATION MANUFACTl1RER'S RECOMMENDATIONS. FAN COIL UNIT. - D --� ~ PATCH �-- 3/4" /4" CONDENSATE AND REPAIR ROOF TO DRAIN. COMPLY WITH ALLSECONDARY DRAIN P4N. OD - ROOF WARRANTIES. ROOF FRAMING N---(COORDINATE WITH STRUCTURAL �3/4" OVERFLOW DRAIi�. BEFORE ROUGH-IN). �� 4 REFRIGERANT PIPING COVER PENETRATION 5 AC UNIT CURB 6 GAS-FIRED FURNACE I NO SCALE — NO SCALE NO SCALE i O O r d M T I � O J Z d O � y I I C,repnburo Rd.103110 HUP2003.00294 22 of 57 Contact .o AARON WOZNIAK Ea Project M 7003 0169 8 ry OJ IIi INT�RNACl� � ('r, ENOINElkIN6 O 708 S.W.3RD AVL.,SUl'rE 400,POR9'IANn, PHONE 503382.2266 FAX 503.182.22620 • FILE: 0169M30.dwg EDIT: 05--19-03 ® 11:38 BY BRIANHO PLOT:05-19-03 0 11:38 I 1 . . - _..,-,-.:.�,�Pr+wn.,,.0 wP r..icr .M.,..c -....::,...::c, .. ,....... .. ..,.'•. •..-i'•....�i4xhu'9Kas•..:..mMrFwtti::a...., . i�ia„n.+wi:,wir.........,, .--.._.....-�.-..r _.._...........�........._. NOTICE: IF THE PRINT OR TYPE ON ANY TIT I III III III'III III I I III III III I I III !1111! 111'I I I III 11! I I III III III I 111111 III III I I III III III III III III III I I III III III I I !I I III 1 11 1 1 1 1 III III VIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, L_ 1 __--�l �l _l �.L.-- 6t No Il IS DUC TO THE QUALITY OF THE I�IItI1 6 — 9 I ZORIGINAL DOCUMENT I�£II 1�11111�BZ1111ZIII9IIZIIZII IIIZ IIIIIIJIII1IIII A[,ZItil 111111611 0111111911tIIII IILITIlitiiillll�171111111'11F1111111,111,11111 ,111I11 , 1111111111i toiu� IIII IIIIIIIII�IW 11�Ull 1111�I111lllllil�111111111111ll1111�1.111 IIII�H1►. r G.' i ii i O r+, W 14 " NI • Ci p. 7 ELECTRICAL SYMBOL LIST C a - --- - --- ---------- -- - - ----------------- - - • 0 O Lno LIGHTING LL 1 C r.l Luminaire Schedule 3. 1 M roo Q WALL MOUNTED LUMINAIRE MISCELLANEOUS LA TYPEr 1 DESCRIPTION: PEN11A"'T :^"NTED BOWL. TYPE`19 DESCRIPTION: SAME AS TYPE 18 EXCEPT WITH 80 WATT INCANDESCENT U HOUSING: 22" DIAMETER BY 32" HIGH HOUSING. W RECESSED FLUORESCENT 2' X 4' LUMINAIRE -0 CONDUIT ELLED UP LENS: ALABACTER GLASS DOME. TYPE`20 DESCRIPTION: SAME AS TYPE 18 MOUNTING: SINGLE STEM WITH SWIVEL MOUNTING. _ SURFACE MOUNTED FLUORESCENT 2' X 4' LUMINAIRE -----� CONDUIT ELLED DOWN FINISH: BY OWNER T HOUSING: DESCRIPTION: 9" DIAMETER WALL MOUNTED FLUORESCENT LUMINAIRE. LAMP: 3-FT50 FLOURESCENT HOUSING: 9" DIAMETER BY 3" DEEP CORROSION Q INPUT WATTS: 160 RESISTANT, DIE CAST ALUMINUM HOUSING. MANUFACTURERS: WINDR'JSH F560-50NV. LENS: POLYCARBONATE DIFFUSER ® RECESSED LUMINAIRE -----B CONDUIT/WIRING STUBBED OUT WITH END CAP OR INSULATED PLASTIC BUSHING FINISH, BLACK TYPE"2 DESCRIPTION: PENDANT MOUNTED INCA14DESCENT BOWL. BALLAST: HIGH POWER FACTOR BALLAST. L7 SURFACE OR PENDANT MOUNTED FLUORESCENT 1' X 4' LUMINAIRE " IIS GROUNDING POINT HOUSING: TBD UL LISTING: UL LISTED WET. l ENS: TBD NOTE: COORDINATE MOUNTING HEIGHT AND LOCATION WITH ;MOUNTING: TBDARCHITECTURAL PLANS. SURFACE OR P-7N)ANT MOUNTED FLUORESCENT 1' X 8' LUMINAIRE SURFACE MOUNT EQUIPMENT ENCLOSURE AS NOTED M LAMP: ONE 28 WATT CF. FINISH: BY OWNER INPUT WATTS: 30. 1 P: TBD �,V.. � � SURFACE OR PENDANT MOUNTED FLUORESCENT STRIPLIGHT Z� FLUSH MOUN"I EQUIPMENT ENCLOSURE AS NOTED INPUT WATTS: TBD MANUFACTURERS: TBD TYPE?A DESCRIPTION: LOW VOLTAGE: CABLE SYSTEM SURFACE OR PENDANT MOUNTED FLUORESCENT 6" X 8' LUMINAIRE r BRANCH PANEL TYPE-9 DESCRIPTION: PENDANT MOUNTED INCANDESCENT. HOUSING: VERIFY WITH OWNER HOUSING: 2 1/2" WIDE BY 10" HOUSING. LENS: BY OWNER LENS: GLASS LENS. FINISH: BY OWNER � ] WALL MOUNTED FLUORESCENT LUMINAIRE t` FLUSH WALL MOUNTED BRANCH PANEL MOUNTING: VERIFY WITH 'NWNER. NOTE: 75 WATT REMOTE BALLAST VERIFY LOCATION FINISH: VERIFY WITH OWNER. WITH OWNER PRIOR TO INSTALLATION LAMP: ONE 35 WATT MR16. Qj INPUI WATTS: 75. SURFACE. MOUNTED LUMINAIRE CONNECTED TO EMERGENCY CIRCUIT OR WITH INTEGRAL ® MAIN DISTRIBUTION PANEL / SUB DISTRIBUTION PANEL INPUT WATTS: 35. MANUFACTURERS: SOPHIA EMERGENCY BATTERY CONNECTED TO UNSWITCHED CIRCUIT MANUFACTURERS: JOSEPHINE I APRICOT. TYPE-25 DESCRIPTION: SAME AS TYPE 24 EXCEPT WITH 150 WATT REMOTE FLEXIBLE CONDUIT BALLAST. VERIFY W.TH OWNER. Ill RECESSED 2X4 FLUORESCENT LUMINAIRE WITH CENTER LAMP CONNECTED TO EMERGENCY TYPE-4 DESCRIPTION: SURFACE MOUNTED INCANDESCENT RAIL TRACK. CIRCUIT OR WITH INTEGRAL EMERGENCY BATTERY CONNECTED TO UNSWITCHED CIRCUIT LENS: AMBER ROUND GLASS TYPE-A DESCRIPTION: SURFACE MOUNTED FLUORESCENT WRAPAROUND. #10 BRANCH CIRCUIT WIRING. ARROW INDICATES HOME RUN TO PANEL WITH CIRCUITS AS NOTED. FINISH: AMBER. WIDE BY 4- LONG DIE FORMED STEEL. _-+� WIRE SIZE IS #12 AWG MINIMUM UNLESS NOTED OTHERWISE. SHORT TICK MARKS INDICATE NOTE: PROVIDE SINGLE CIRCUIT TRACK IN LENGTHS AS HOUSING: B-1/3- �J RECESSED LUMINAIRE CONNECTED TO EMER(,ENCY CIRCUIT B-27,29 PHASE CONDUCTORS. LONG TICK MARKS INDICATE NEUTRAL CONDUCTORS. A SINGLE CURVED SHOWN ON DRAWINGS. REMOTE MOUNT HOUSING WITH FULL DEPTH END PLATES. TICK MARK INuICATES INSULATED GREEN GROUND CONDUCTOR. SECOND CURVED TICK MARK TRANSFORMER. LENS: ACRYLIC DIFFUSER. INDICATES "IS01 ATED GROUND" (GREEN INSULATION WITH YELLOW STRIPE) CONDUCTOR. LAMP: ONE 35 WATT MR16 BALLAST: ELECTRONIC, EMERGENCY LUMINAIRE WITH BATTERY PACK LAMP: TWO F32T8. INPUT WATTS: 35. -- CONDUIT CONCEALED IN WALL OR CEILING SPACE MANUFACTURERS: WAC MONOPOWT INPUT WATTS: 62. MANUFACTURERS: LITHONIA SB 232 SERIES, METALUX, DAYBRITE, EXIT SIGN WAIL MOUNTED, ARROW(S) INDICATES DIRECTION IF SHOWN TYPE 6 DESCRIPTION: WALL MOUNTED INCANDESCENT LUMINAIRE HUBBELL, COLUMBIA, LIGHTOLIER OR APPROVED. .EO PROF _ - - - - - - CONDUIT ROUTED BELOW FLOOR / GRADE HOUSING: CAST ALUMINIUM WITH IRON BRACKET. TYPE-8 DESCRIPTION: RECESSED FLUORESCENT LENSED TROFFER, ���G INE S' ® EXIT SIGN CEILING MOUNTED, ARROW(S) INDICATES DIRECTION IF SHOWN LENS: GLASS LENS HOUSING: 2' BY 4' COLD ROLLED STEEL HOUSING. 1 5 0 MOUNTING: WALL MOUNTED LENS: #12 PATTERN, 0.125" THICK ACRYLIC DIFFUSER. REFERENCE NOTE FINISH: BY OWNER. OR GON •� SWITCHES AND RECEPTACLES O NOTE: VERIFY MOUNTING HEIGHT WITH OWNER. BALLAST: ELECTRONIC. $L/4q9� 16,9� LAMP: 60 WATT INCANDESCENT. LAMP: TWO F32T8. p MECHANICAL EQUIPMENT CONNECTION ITEM. REFER TO SCHEDULE INPUT WATTS: 62. ILLIA09 P SWITCH WITH PILOT LIGHT . INPUT WATTS: 60 MANUFACTURERS: LITHONIA SP 232 SERIES, METALUX, DAYBRITE, MANUFACTURERS: TEO WALL. HUBBELL, COLUMBIA, LIGHTOLIER OR APPROVED. EXPIRES:12/31/04 M 1 O EQ'11PMENT CONNECTION ITEM. REFER TO SCHEDULE MANUAL MOTOR STARTER WITH IHERMAL OVERLOAD TYPE E DESCRIPTION: RECESSED INCANDESCENT DOWNLIGHT. TYI6 X DESCRIPTION: UNIVERSAL MOUNTED L.E.D. EXIT SIGN HOUSING: 4" NOMINAL DIAMETER HOUSING. ABBREVIATIONS REFLECTOR: PEWTER SPECULAR REFLECTOR, SELF FLANGED HOUSING: DIE CAST ALUMINUM HOUSING WITH BRUSHED $D DIMMER LAMP: ONE 35 WATI MR16 ALUMINUM FACEPLATE AND BLACK TRIM. C, Z i INPUT WATTS: 35. LENS: PROVIDE DIFFUSING LENS. 3 A AMPERES, AMBER MANUFACTURERS: CON-TECK 1602 BLACK. BALLAST: PROVIDE 90 MINUTE NICKEL CADIUM BATTERY O THREE-WAY SWITCH BACK-UP. AFF ABOVE FINISHED FLOOR TYPE-7 DESCRIPTION: RECESSED FULLY ADJUSTABLE INCANDESCENT NOTE: PROVIDE SELF DIAGNOSTIC. I O DOWNLIGHT *$ SWITCH ABOVE COUNTER AFG ABOVE FINISHED GRADE �1 LAMP: RED L.E.D. OL IJ.J . HOUSING: 4" NOMINAL DIAMETER HOUSING. INPUF WATTS: 2.3. AIC AVAILABLE INTERRUPTING CAPACITY REFLECTOR: PEWTER SPECULAR REFLECTOR, SELF FLANGED MANUFACTURERS: LITHONIA LE ELN SERIES, SURE•-LITES, HUBBELL, pe 2 CHLORIDE OR APPROVED. $ DOUBLE POLE SWITCH LAMP: ONE 35 WATT MR16 V O AV AUDIO VISUAL INPUT WATTS: 35. TYPE EM DESCRIPTION: CEILING MOUNTED RECESSED EMERGENCY w a MANUFACTURERS: CON-TECH STAR ONE. SINGLE POLE SWITCH, SMALL LETTER INDICATES CONTROL DESIGNATION OF LUMINAIRES C CONDUIT, CLOSE, CONTROL LIGHT. TYPE I DESCRIPTION: PENDANT MOUNTED INCANDESCENT. HOUSING: STEEL HOUSING WITH WHITE FLUSH COVER. CB CIRCUIT BREAKER HOUSING: 3.8" DIAMETER BY 6.5" HIGH HOUSING. LENS: CLEAR LENS. m ® SPECIAL PURPOSE RECEPTACLE LENS: RED GLASS CONE. MOUNTING: CEILING MOUNTING.CATV CABLE TELEVISION MOUNTINu: SINGLE STEM WITH SWIVEL MOUNTING. BALLAST: PROVIDE 90 MINUTE LEAD CALCIUM BATTERY Z ® TWISTLOCK RECEPTACLE. COCRDINATE RECEPTACLE CONFIGURATION WITH EQUIPMENT BEING CLG CEILING BACK-UP. LAMP: ONE 20 WATT INCANDESCENT. NOTE: PROVIDE SELF DIAGNOSTIC. L,lJ SUPPLIED INPUT WATTS: 20. LAMP: 35 WATT MR16 W CJ COPPER MANUFACTURERS: APRICOT CONE 700 SERIES. INPUT WATTS: 72. oe SINGLE RECEPTACLE E EMERGENCY TYPE-9 DESCRIPTION: GLASS WALL SCONCE MANUFACTURERS: CHLORIDE FUSION OR APPROVED, HOUSING: 12" HIGH BENT ART GLASS SHADE U (E) EXISTING LENS: AMBER GLASS DESCRIPTION; SAME AS TYPE EM EXCEPT WALL MOUNTED DUPLEX RECEPTACLE EMERGENCY LIGHT. FA FIRE ALARM MOUNTING: WALL MOUNT, HIAI ��� • ,` FINISH: AMBER. DOUBLE DUPLEX RECEPTACLE FACP FIRE ALARM CONTROL PANEL LIMP: 60 WATT INCANDESCENT INPUT WATTS: 60 1. THIS LUMINAIRE. SCHEDULE IS NOT COMPLETE GFI GROUND FAULT INTERRUPTER MANUFACTURERS: W-701 O DUPLEX RECEPTACLE ABOVE COUNTER G, A COPY OF THE PROJECT MANUAL CONTAINING � G, GND GROUND TYPE-10 DESCRIPTION: SAME AS 'TYPE 5. THE ELECTRICAL SPECIFICATIONS. Q 2. VERIFY LUMINAIRE VOLTAGE WITH BRANCH CIRCUIT CONNECTIONS / EQUIPMENT IG ISOLATE) GROUND SUPPLYING POWER TO LUMINAIRE PRIOR TO ORDERING. �' TYPE-12 DESCRIPTION: 250V ROPE 3, T8 FLUORESCENT LAMPS TO BE 3500K WITH A MINIMUM M V KV KILOVOLT INPUT WATTS: 250 CRI OF 85. ° MOTOR CONNECTION MANUFACTURERS: VERILY WITH OWNER. 4. COMPACT FLUORESCENT LAMPS TO BE 3500K WITH A KVA KILOVOLT AMPERES MINIMUM CRI OF 82. r" ~ TYPE:Ty DESCRIPTION: GLASS WALL SCONCE Q' NON-FUSED DISCONNECT SWITCH KW KILOWATT HOUSING: 9.5" HIGH 7" WIDE BENT ART GLASS SHADE 5. METAL HALIDE LAMPS TO BE 3900K WITH A MINIMUM CRI OF 70. LENS: BY OWNER. M MOTOR MOUNTING: WALT_ MOUNT. 6. T5 LAMPS TO BE 3500K WITH A MINIMUM CRI OF 82. FUSED DISCONNECT SWITCH FINISH: BY OWNER. 7. VERIFY AND COORDINATE ALL CEILING TYPES WITH MCA M1141MUM CIRCUIT AMPS LAMP: 60 WATT INCANDESCENT LUMINAIRE LOCATIONS. 11 8 PROVIDE 12" ADJUSTABILITY IN AIRCRAFT CABLE INPUT WATTS: 6U. JO OR [J] JUNCTION BOX MOCP MAXIMUM OVERCURRENT PROTECTION LENGTH, IF USED, AS DETERMINED BY CONTRACTOR. . '! MANUFACTURERS: MONTE AMBER,. 9. ALL COMPACT FLUORESCENT LAMPS 70 COMPLY NC NORMALLY CLOSED TYPE 14 DESCRIPTION: BY OWNER WITH FEDERAL TOXIC CHARACTERISTIC LEACHING TRANSFORMER PROCEDURE (TCLP), WF:ERE AVAILABLE. 4. NL NIGHT LIGHT MOUNTING: PROVIDE RECEPTACLE CONNECTION. 10. ALL STANDARD LENGTH FLUORESCENT LAMPS TO C CONTACTOR COIL NO NORMALLY OPEN TYPE-le DESCRIPTION: GLASS WALL SCONCE COMPLY WITH FEDERAL TOXIC CHARACTERISTIC 114. O LEACHING PROCEDURE. (TCLP), WHERE AVAILABLE. / PH PHASE HOUSING: 8" WIDE 13" HIGH CLASS SHADE 11. SPECIFIED MANUFACTURERS ARE APPROVED TO � LENS: BY OWNER. SUBMIT BID WHERE SPECIFIED. INCLUSION DOES NOT / ® RELAY MOUNTING: WALL MOUNT. _- 1 II LAMP: 40 RELIEVE MANUFACTURER FROM PROVIDING PRODUCTTTB TELEPHONE TERMINAL BOARD FINISH: BY OWNER. WATT INCANDESCENT VERIFY TYPE. ASDESCRIBED TELECOMMUNICATIONS fVSS TRANSIENT VOLTAGE SURGE SUPPRES OR INPUT WATTS: 40. TYP TYPICAL MANUFACTURERS: CONDOR PROMETHEUS TELEPHONE OUTLET WITH 3/4" C. AND PULLSTRING TO ACCESSIBLE CEILING SPACE LIGHTING/LUMINAIRE SCHEDULES, LIGHTING NOTES, AND LIGHTING U! UNDERWRITERS LABORATORIES TYPE 117 DESCRIPTION: GLASS WALL SCONCE LAYOUTS INCLUDING EGRESS PATH AND EMERGENCY LAYOUTS, .. HGJSING: 8" WIDE 13" HIGH GLASS SHADE AS INDICATED ON THESE DOCUMENTS, ARE PROVIDED BY 0 "♦ TELEPHONE OUTLET ABOVE COUNTER WI fH 3/4' C. AND PULLSTRING 1.0 ACCESSIBLE CEILING UPS UNINTERRUPTABLE POWER SUPPLY LENS: BY OWNER. ASSOCIATED DESIGN CONSULTANTS' AND ARE NOT COVERED BY SPACE MOUNTING: WALL MOUNT. THE OVERSEEING ELECTRICAL ENGINEERS SIGNATURE AND STAMP. V VOLTS, VOLTAGE FINISH: BY OWNER. PLEASE DIRECT RELAIED QUESTIONS AND COMMENTS PERTAINING LAMP: 60 WATT INCANDESCENT VERIFY TYPE. TO THE LAYOUT AND TYPE OF LUMINAIRE'S TO 'ASSOCIATED '7 DATA OUTLE 1 WITH 3/4" C. AND PULLSTRING TO ACCESSIBLE CEILING SPACE W WIRE, WHITE INPUT WATTS: 60. DESIGN CONSULTANTS'. (503)224--1878 WP WEATHERPROOF MANUFACTURERS: CAMELOT eE W "17 DATA OUTLET ABOVE COUNTER WITH 3/4" C. AND PULLSTRING TO ACCESSIBLE CEILING SPACE L,i =1 TYPE,VA DESCRIPTION: CLASS WALL SCONCE J IZI 1HOUSING: 8" WIDE 13" HIGH GLASS SHADE i • V COMBINATION TEI-E/DATA OUTLET WITH 1" C. AND PULLSTRING TO ACCESSIBLE CEILING SPACE LENS: BY OWNER. I MOUNTING: WALL MOUNT 'LEFT' T V w COMBINATION TELE/DATA OUTLET ABOVE COUNTER WITH 1" C. AND PULLSTRING TO FINISH: BY OWNER. N OK OK LAMP: 13 WATT CF ACCESSIBLE CEILING SPACE J Q C INPUT WATTS: 15. Z 11 MANUFACTURERS: BY OWNER. cu z ++ f [ ] FLUSH FLOOR COMBINATION TELEPHONE/DATA OUTLET AND DUPLEX RECEPTACLE. L TYPEv98 DESCRIPTION: SAME AS '18A' ONLY 'RIGHT' Q TELEVISION OUTLET WITH 3/4" C. AND PULLSTRING TO ACCESSIBLE CEILING SPACE +`---i TELEPHONE TERMINAL LiOARD Greenburq Rd.10350 BUP2003.00294 23 of 57 Confect 10 0 MARK IACKSON fa (1) O C) N Project n' Ill i 2003 0169 1 f N CuIli INTER FAC I _ EN 0 1 N E E A I N 0 C) CY 708 S.W.3RD AVE.,SurrE 400,PORTI.VD,OR 97204 PIIONF.50.382.2266 FAX 503.382.22 2 2 O F1LF: 0169E10.dwg EDIT: 05-24-03 0 14:52 BY MARKJ PLOT:06-24-03 0 14:52 NOTICE: IF THE PRINT OR TYPE ON ANY IIII III III I 1 1 1 1 1 1 III III I I III III III I I I I III III III III I I 1 1 1 I I III III III III III III III I I III III VIII I III III III I I III III III I I III III IIIIIII III III VIII I ��� I � � � � I � � � I �biI ��I � IMAGE IS NO AS CLEAR AS THIS NOT ICE, IT IS DUE 10 THE GUALI1 Y OF THE _ _--�_ _ _ - No 10 1b'=M.T- ORIGINAL DOCUMEN r 8Z 8 Z L�Z 9 Z 1 Z vIZ I EIZ �Z t� 0 Z 81t 8�t Gr 9 T 9 t 6 t S t Z t tlt �I t 18 18 L I �9�9C30X �Z ILII ILII ILII Illilllll IIIIIIIII ILII ILII ILL ILII ILII ILII I, ,VIII IIIIIIIII IIILIIIII IIIIIIIII ILII ILII IIII�IIII ,III ILII 1111 ILII IIII�IIII ILII ILII ���� VIII IIII�IIII ILII ILII IIII�IILI IIli�llll 1111 ILII IIII�ILl 1111111 1111111 llll 11�lll� lL ilLi IIII�NII 1 141. �a 0 M a, > _ t; r4 C-4� N d � j I I v C C re a rn u UJI R.FRIGER,4TICN CONDENSING UNIT , vERIFI- ON ROOF ) - - - - �� - - - � - ----� _-=o off-=�� - -=�-f- -� - - -- - .l-�- - - _ �_-�_���' -- - _ _ _�___loo - _ - _ - ' - _ - .- --- - - - - ( _ • - _ --{,4� — MECr4ANICAL _.— -- > OFFICE TME! I _—. REP L __ - - �,lAlE-----i r _ _ (� SERVICE Y aRD • i L7 \ I I /, 4 (E) E. e 9 (E) (E) ----— (E) - /- O O I I C I _ n ----- b^ ELECT cake l - — - - - , . tit HALL Il - -- a I N - —_—_ - — -- --- -_— ----- (E - - --- -f - - - --- - - - - - - - - - — - - - --- t : T (El� � � 1 cs � II" (E) I (E) - (E) (E) - _ ----- K INE _ I „ 1 — -- ----- 4 s s WALK IN — WALK-IN I // `�� x - - - - -- ---- --- -- --- CO��—OLLEI R FREEZERI{ Jai — - + - P Rpp� ^' , I �G 1 NFF S P ( ) ( I - '� ) ( - - C E) (E) 6 9 _ -- — P2-31. a RVIC — \ 1 =--- , , �r - ' - T \ O L OREGON )'E]ia >'' 8 I11 8 I ® NK CLIAM EM - ) EXPIRES:12/31/04 i , I , _w-. -..-.iv- wv-,i-,rv ,,-v-.,-.•r.. . . .6. .6, .b. � 11 %a - - _. -_ ----- -- 1` o ^ '25A' I 0 0 ;- I D D D t D D O D r IT -- __ P2- '4 P2-11. - wesrt v[ O I I .8. - 04' -- —_ ,� 'EMI N '14' '14' '14' 1 I 6 _ 25A' -- 8 -- - _ 0 V C i I ' r I — II 4t I I ) I A' U O P2-2 X' - D Qi a' a' P2-13. P2-23- - - - - F DINING - -- A 3 6e .6. 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P2-7. 3J 6' 6 �- I o o - 21' F1 ,� o 0 \� 29'El T MEN ,6 � --_ - I I • I .a. -- WOMEN 1 ' '8' CEJ ��_ 'EM' � oil 2 24 LJ I O ki L - - - -- - --- -� -- —ol - 3 — - r arm z la 1 D VE IeuL '3' a '6' - - -- - --- J __. ._ N A - z --� EM1 I - - --- _ - J -- .------L� -----_.- ------ — _ l .i•- — - _ -- - - - - -- - - ---_ ._ -- _ -- - __-- - - - -- - -- - -- � - - -- - ---- -_ .. . - - - ---- - - - - e — --- LL LIGHTING/LUMINAIR.E SCHEDULES, LIGHTING NOTES, AND LIGHTING 6 it I � � LAYOUTS INCLUDING EGRESS PATH AND EMERGENCY LAYOUTS, I -- AS INDICATED ON THESE DOCUMENTS, ARE PROVIDED BY LJ N TES THIS SHEET 'ASSOCIATED DESIGN CONSULTANTS' AND ARE NOT COVERED BY THE OVERSEEING ELECTRICAL ENGINEERS SIGNATURE AND STAMP. - T 1 EXIS NG LIGHTING TO REMAIN IN THIS AREA. (�9 RETROFIT EXISTING LUMINIAIRS WITH BODINE B--50 BATTER VERIFY ALL LOCATIONS WITH OWNER. PLEASE DIRECT RELATED - - J QUESTIONS AND COMMENTS PERTAINING TO THE LAYOUT AND BALLAST UNIT TO PRODU E 1350 LUMENS, DURING TYPE OF LUMINAIRE'S TO 'ASSOCIATED DESIGN CONSULTANTS'. 20 CONNECT DIMMING CIRCUIT TO RECEPTACLE UN ER COUNTER. EMERGENCY MODE. PRO OE ADDITONAL IORMAL LAMP (503)2.24--1878 - �- -'- -------- ----- I 3 CONN�CT TD-£HEISTING CIRCUI PANEL. 4 NEW-2'X4' k NAIRE TO MATCH EXISTING. s O5 MAINTAIN BR NCH CIRCUIT AND CONTROL TO KITCHEN AREA Greenbura Rd.10350 - LIGHTING UNLESS OTHERWISE NOTED. 6uP2003.00294 24of 57 1 6o CONNECT EXIT SIGN TO UN-SWITCHED LEG OF CIRCUIT. Contact � I O7 PRO E CONNECTION TO FIBER OPTIC SYSTEM. VERIFY MARK JACKSON 0 O , cti oject REQUIREMENTS WITH SIIPPLIER/INST,6LLER. 2ooaro 6v N (8 INTERCEPT UN-SWITCHED LIGHTING BRANCH CIRCUIT AND 1 FLOORPLAN - LIGHTING N 1 EXTEND TO EMERGENCY BATTERY BALLAST UNIT. CONTROL INTERFACE ° r ! 1/4" - t'-0- - EMERGENCY LIGHTING WITH NORMAL LIGHTING AND ONLY E N 0 1 N E E R I N c r '1 S / UPON LOSS OF UTILITY POWER OPERATE FIXTURES ON — -- Z i \, BATTERY. Toe S.w.3RD AVE.,SUITE 400,POKU.01),O8 97204 a PHONE 903.382.2266 FAX 503.;182.2261 C a FILE: 0169E20.dwg EDIT: 06-24-03 ® 14:52 BY MARKJ PL0T:06-24-03 0 14:52_ NOTICE: IF THE F RINT OR TYPE ON ANY 1111 11 III �I!IIII III 111 I 1 111�III�III I I III III III II ISI IIT III I�III(I III III III III III III I�jI III 111 I�IIt tI111 t1l III I 1111 III Ill I I III IJI 111 I I III 111 III I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I it I I I -1 ' I � I I 14� 11 IS DUE TO THE QUALITY OF THE _ _ _ _ _ — N0.36 0't�Atff.- ORIGINALDOCUMENT fil 8Z AZ GE 98 L YZ E L TZ I OL 8t 8t GI T 4T fT BT 31 itIT 8 ILL 9 9 1r ti L tHue ► 11 IIII II11 1t11 ,III I I I I IIII�IIII IIII 1111 IlollII III► 11111111 IIII IIII 111111111111111111 illl�llll Ilil�llll IIII�IIII.IIII�I1111III�IIII IIII�I11 IIII�IIII IIII�IIIIIIWIW IIIId II 1111►111 lli. Il' I lil�lll! IIIIr1I =i Y f1 t rf .,, .. 1..,t x'. •,:., ,.. ,.. .,. _ ..af, a YJ i t j T.1 ..,141 .,.. •�•.. .. .�..... k .-:�'�t .., ,... ,. t .,. .. .,__ ..,., ....Jr e ,. i _.. ., .. .. .. .. .. ,. ,. .. I '1a]7 ..i,,... vA�_J. .;r ,t,�1,r k'i..M•.t,i4oa.r, .r .n .ae<,.. ' •:rai.w .eii 01 O rn ar N 3/4"C.O. TO FACP FOR • A o TAMPER SWITCHES. c , > h • C Ua ILL C 74 LO LIM- Ln ,o !e N I Y O O I m a r.t/1 I � I I �66] 11 70 195 — 5 - w cR ORATION .�0� N51N • UNIT (E) RELOCATED 1 j/ I u ✓ERIFI- ON ROOF! ON ROOF /n� I I I I L� E 3.1 5 EXISTING MDP. - - CO CO 81 83 CO CO 87 69 -- - �- Ov--- _ MECHANICAL REP L zr __ _M1� _ I /\r �,`' �� 37 ----- -- -- II - —14,16,18,20. L IS 1 r OFFICE i I SERVICi'E1 YARD � / 35 56 53 57 54 _ b, H ELECT.CuRET, 43 44 47 48 ( \\ I 6"H.ELECT,CURB. 52 --_— a- 6F - _- ' GIF -- ON ROOF ; I i II c'`V, 71 NA_LL - I G 1' I -- -:__ ( GF FI - } PANEL K1'J \ ItI �(E)PANEL P1 1 l / I _. --_- I G - -- PANEL K2 I I - - GF -- - 72 - - - -- - - - - - - --- - -- - - --- - F 16 / - - - I T OFI K2-30. GFI GF 85 LINE 83 80 i ala ��l a - -- ----- l " / 105 �2 97 WALK-IN WALK-IN R _ - COOLER FREEZER I� 101 I [�41 { _ r LK I 12 I CEO PR0p� I� ❑ � FI 92 ' a BEE l�6 G !^� i wa,k�"dry\ ��F�OINf P - - - FI v �. - - ----- - - --- = - n O a J - _. _ li ' •'"` I ---- - - )PANEL 'P3A' ' 192 " HU6 DR , r O 93 -- P RACK; p9 ,j�0 _GON�y ti~ p p 95 108 105 y - - - 96 97 99 04 100 102 --_.- - kL�1 16,`x' r ,� - 102 �F . �2�TN< / �Ll_IAM� K.ULLE , ¢ k�, 92 - (E}PANEL P38'- �ON RO F 12 \ P2-12. I - - - _ _ EXPIRES:12/,it/04 118 P2-34,36,38,40. I -- - - - 1 - --- 148 148 � � 194 gra - o P2-42. _ 198 I -GI Fl--- -- _ I 170 171 19s p 7_ OP, :.F EF-8 N 2-10. 141 PANEL 'P2'J ---- - �\ 4 TYP. OF 8 0 V CO1 0 CO CO 1 2 I1_t_l. _ GL W EMPL EE ( 140 ---- - -- a ` CO CO 1 c I - a A' 148 Ki-3 ./r l \ I w rr 1 - --- ` 179 Z) DINING - `J Cd I I _ I 171 � I ��I J I z W DINING Lu I I P _8.8. , a as _ O- , o ,75 DINING / -- -- P2-41. I t/'1 Jill I O O - O O ' 1 0 Qe 00 S N. , P 1, I- TA 73 O r+1 w 3/4. • rn _ r W 0, 21 HOOD HOOD CONTROLLER + > FIRE SUPRESSION N -- -�` '- o - \ ' _KITC_HEN EQUIPMENT CONNECTION SCHEDULE a SYSTEM ` a v _ I ION COMMON OFF I �T�� 'el, 0 0 TO FIRE ALARM I -_ - 1ACKJPfTrM VOLT8/ C0 0 0 TO HOOD LIGHTS = n N 0 0 SYSTEM - Fo o 00 RMINAL I --IN-00LER F�J _ y _ WALK--IN '.;QOLER @gX 'Y^ aL� 24" PSA-t. in BLOCK EGE. COOLER CONDENSING UNI R 230/3 P3A-3,5,7. 1TO OTHER HOOD TO OTHER SHUNT-TRIP WALK-Ib VEGE COOLER COIL - _ 120V -EXHAUST FANS REMOTE CONDENSER UNIT W/REF. TUBING 1 208 1 1,. P3A-11 13.A Dr, BREAKERS OR CONTACTORS � � SHUNT TRIP BREAKERS ___ _ FOR ICE MAKER (ITEM 115) REMOTE ICE MAKER W/ ICE BIN 7�" - 1 208/3 1 2 OR 3 HOLE OR CONTACTORS FOR S S -- _ - _- _ 5.9A 203 P3A-15 17 19. CONFIGURATION LOADS UNDER CLASSMANAGER16 AND FILE CABIN 2"-_ 1 T A 202 P -�_ Q L E G E N D I _ =I 1 HOOD. _ ^- MICROWAVE 208 1 z P3A-23 25,27 2.9. - J ON OFF T _ 40 QT, FLOOR MIXER,__--__ 30" _ 1 208 i __ 1 QA--1 -20 P3A-31,33. i 1- COPPER GROUND BAR, 1/4" X 4" X 10", HOLE CENTERS TO MATCH TJ - g � _37 _ FOOD PROCESSO��_____ 6" 1 120V - OA 202_ __ P3A-2. - NEMA DOUBLE LUG CONFIGURATION T _ UNNERSAL_VEGETABLE SLICER 3 1 OV 3/4HP 0 -1 2- INSULATORS - - � __�_ �� P3B B. _� CONVECTION STEAMER W/RACK STAND 48" _ 1 120V A-._ P3A--6_ 2,3 3- 5/8" LOCKWASHERS TO OTHER �----- GAS SOLENOID VALVES) --- --� 4- WALL MOUNTING BRACKET MAKE-UP _ AND GAS QUICK DISCONNECT KIT 5- 5/8-11 X 1" H.H.C.S.DOLTS AIR UNITS _DOUBLE CONV. OVEN W CASTERS _ � _- 2 120V _ 2 6.OA - L-10 14 2,3+ 6- #2 BARE COPPER GROUND CONDUCTOR TO MAIN SERVICE EQUIPMENT SEQUENCE OF OPERATION AND GAS QUICK DISCONNECT KIT GROUND. -- TO MOTOR S.S. 30 GAL. BRAISING PAN W/STANDP36-18. 1 2 l i. WHEN HOOD EXHAUST FANS ARE STARTED - -.� - ERICO/CADWELD, SQUARE D OR APPROVED SUBSTI-ruTE 1 THEN START MAKE AIR UNIT(S) AND GAS QUICK DISCONNECT KIT ON F 2. WHEN HOOD EXHAUST FAN(S) ARE STOPPED 40QT. TILTING KE17LE W/ STAND, FAUCET - _ P3A-22 1,2 1 GROUND BUS BAR DETAIL _ THEN STOP MAKE-UP AIR UNITS) AND GAS QUICK DISCONNECT KIT _ --- -- - 3. WHEN H000 FIRE SUPPRESSION SYSTEM IS �- 40 GAL. TILTING KETTLE W FAUCET ,1. PIA=26, 1,2 NO SCALE ACTIVATED THEN SHUT OFF MAKE UP AIR UNIT AND GAS QU)CK DISCONNECT KIT - -- INCOMMING AND, TURN OFF EQUIPMENT UNDER CLASS FIRE SUPPRESSION SYSTEM W CONTROL 202 per- FEEDER I HOOD, CLOSE GAS SOLENOID VALVES FOR ITEM#40,62, AND 110 AND SEND TROUBLE SIGNAL TO FIRE ALARM SYSTEM. DO NOT PUT BUILDING IN ALARM. - CLASS '2' EXHAUST HOODSYSTEM- - 4 - W/S.S. HOOD TRIM _ 4. VERFIY WITH AHJ THE EXACT SEQUENCE OF OPERATION. EXHAUST FAN SYSTEM W DUCT WORK - p QF 1 Y I - KITCHEN HOODS MAKE-UP AIR SYSTEM (VERIFY) ON RQQF 1 208/3 4 -_- '1' HAUSLF QQ�SYSTEM A CEILING 1 120V 4 W/ S.S. HOOD TRIM _ HOOD HOOD CONTROLLER - EXHAUST FAN SYSTEM W/ DUCT WORK ON ROOF _ I 1 2HP _ - FIRE SUPRESSION N 0 4 1 2HP _ SYSTEM I I __, ' I 12 T. COUNTER TOP MIXER - _48' 2 1 3HP p ON COMMON OFF 45 OT. CUTTER MIXER 48" 1 230/3 P3B--1,3,5. TO FIRE ALARM TO HOOD LIGHTS " 1 3/4HP _7. _ -LIQUID TIGHT FLEXIBLE CONDUIT SYSTEM REMOTE COMPRESSOR FOR ITEM 69 208V 3 P38-9,11,13. TO EQUIPMENT Y ON ROD PROF } TERMINAL 2 DOOR REACH-IN REFRIGERATOR N.' CASTERS _ 120/1 1 202 - �E c^� --LIQUID TIGHT FLEXIBLE CONDUIT LBLOCK ICE CREAM CABINET W/DROP-IN DIPPER WELL 1/3HP P39-21,23. _ 2 �v�GINC CONNECTOR (USE PIPE JOINT TO OTHER HOOD _ R REF. STAND WCASTERS AND 1 1 3HP 7 P3B-25,29 2,3 / 1 COMPOUND FOR WATERTIGHT EXHAUST FANS �- --�TO OTHER SHUNT-TRIP � r I SEAL- TO COUPLING) BREAKERS OR CONTACTORS COMPRESSOR FOR ITEM #82 _ r` SHUNT TRIP BREAKERS - - -- DOUBLE FRYER W FILTER SYSTEM - P38-33 37. _- 2,3 c� OREGON RIGID COUPLING, ROOFING BOOT _ S S CASTERS AND GAS QUICK DISCONN. KIT - - _ ��p9��4 t6,,9� ��"� AND SEALANT BY ROOFING OR CONTACTORS FOR -_ G CONTRACTOR LOADS UNDER CLASS �, 4 DRAWERS REF. STAND W/CASTERS 2. 120v 1/3HP _ ,7A .__20Z____ P3B-2,6. _ 2,3 \��LLiAMP\ 4`_I I HOOD. -J L -- - 2 DRAWERS REF. STAND W/CASTERS - 12"- 1 1 V 1/3HP �- oN F �7A P3 -10. 2,3 EXPIRES:12/31/04 MIN. 4" OVERLAP ON OF AND COMPRESSOR FOR ITEM 88 _ _ z �-- -� J S �� 1 ELECTPLC LIVEN ' - 1 208/3 KW P3B_-14,16.- -HOT MOPPED ROOFING ��- / MICROWAVE 208 1 TOP OF ROOF / - " W P3B-20 22 24- CONTINUOUS TO VERTICAL TO OTHER t GAS SOLENOID VALVE(S) J -_ 26 28 30. Q Z 1 N SECTION OF FLASHING MAKE-UP _ AIR UNITS I SEQUENCE OF OPERATION P TA 1 4HP A202 - IO CHEESE MELTER 208 1 P TO MOTOR 1. WHEN HOOD EXHAUST FANS ARE STARTED 97 A 1 K1-1 3. O PRINTER THEN START MAKE AIR UNITS) - 3 Rc 4 SEC. HOT FOOD UNIT W FILL FAUCET 208 1 K1-7 9 1 1 13 �C LLI ON 2. WHEN HOOD EXHAUST FAN(S) ARE STOPPED _ _ - P1 OL RIGID CONDUIT _ THEN STOP MAKE-UP AIR UNIT(S) 10 U C FREEZER W' WORK TOP 1 3HP 7 _1 3. WHEN HOOD FIRE SUPPRESSION SYSTEM IS REF. MAKE-UP TABLE 1 1/2HP _ V Q SUPPORT BLOCK-/ RIGID COUPLING ACTIVATED THEN SHUT OFF MAKE UP AIR UNIT 102 DROP-IN SOUP WELLS CAB 2 120V 6.9A 202 K1-19,21. 3 p[ INCOMMING AND, TURN OFF EQUIPMENT UNDER CLASS 10_4 REF. CONDIMENT TABLE W PUMP & J-BOX CAB 1 120V 1 3HP 9.OA 202 K1-23. 1 E.M.T. COMPRESSION CONNECTOR FEEDER I HOOD, CLOSE GAS SOLENOID VALVES / / CONDUIT STRIP AND SEND TROUBLE SIGNAL TO FIRE ALARM 105 DUAL HEAT LAMP W/REMOTE CONTROL CAB - 2 208/1 3.1 KW 202 K 1-25,27,29,31. E.M.T. CONDUIT, FASTEN TO ROOF SYSTEM. DO NOT PITT BUILDING IN ALARM. _ 3 m �-STRUCTURE IN SUBSTANTIAL `' AND LIGHT FIXTURE , MANNER 4. VERFIY WITH AHJ THE EXACT SEQUENCE OF OPERATION. 108 DROP-IN COLD PAN CAB 1 120/1 1/4HP 7.1A 202 _K1-33. 1 ROTISERY HOOD 118 DISPOSER W/ AUTOMATIC REVE_RS!_NG CONTROL 24" 1 208/3 P 6,6A 203 K1-35,37,39. 1 119 HIGH TEMP DISH WASHER W/ 3" MORE HIGH 66" 1 208/3 12.4A 203 K1-2,4,6. W 3 CONDUIT THROUGH ROOF - HOOD AND TANK HEATER 4 Lu 1 121 EXHAUST FAN AND DUCT WORK ON ROOF 1 120V 1 2HP 1 NO SCALE 2 HOOD CONTROL AND FIRE SUPPRESSION WIRING_DIAGRA�IS 124 GAS BOOSTER HEATER 24" 1 120V / 10.9A 202 K1-8. 1 NO SCALE 140 DROP-IN CHEESE: WELLS W/PUMP' 24" 2 120V 6.9A 202 K1-10,12. 1 V 141 COUNTER TOP OVEN 48" 1 208,'3 4.3KW 10.3A 203 K 1-14,16,18. 3 145 ICE TEA BREWER 48" 1 VERIFY 202 _ K1-36. 1 146 COFFEE MAKER 48" 1 208/1 30.OA 402 3 148 POS SYSTEM W/PRINTER 30" 6 120V 15.OA 202 K1-30,32. 1 MECHANICAL EQUIPMENT CONNECTION SCHEDULE 149 FIRE SUPPRESSION SYS. W/CONTROL FOR 1 VERIFY 202 K1-34. N 0 TIEMS #40,62, & 110 1,2 VOLTS/ i 150 CLASS '1' EXHAUST HOOD SYSTEM ABOVE CEILING 1 120V _ 20OW 202 _K2-1. REM I>E�TION LOCATION MCA MOCP CIRCUIT W/S.S. HOOD l•RIM (2 EA. LIGHT FIX.) -- _ 4 0 a EF-6 EXHAUST FAN _ ROOF 208/3 1/2 15A 203 P4-1,3,5. 151 EXHAUST FAN SYS. W/DUCT WORK ON ROOF 1 208/1 1/2HP _ 2,3 _ EF-7 EXHAUST FAN ROOF 120/1 1/6 15A 202 P4-7. i 1 152__ ROTISSERIE OVEN W/BASE AND CASTERS 36" 1 220/1 _ 1.2KW 5.5A 202 K2-5,7. 1,2 M U - P4 ROTISSERIE LIGHTING_ _ 120V .3KW 202 K2-1 1. 1,2 EF-8 _ EXHAUST FAN ROOF 208/3 1/2 203 P4-9,11,13, 2 _ 0 - EF-9 EXHAUST FAN CQUNG 120/1 0.14 - 1 15A 202 P4-15. -3 154 DESSERT DISPLAY CASE 12" 1 120V 15.1A K2-15. - 2,3 F-1 v FURNACE ATTIC 120/1 - 14.8 20A 202 P4-17. 170 GLASS WASHER 10" 2 208/1 30.OA 402 r<2-19,21,23,25. 1 CU-1 CONDENSING UNI - ROOF 208/1 37.4 BOA 402 P4-2,4. 171 BLENDER 1U" 5 12UV 15.QA 207_ K2-27,29,31 3 33,35. 3 CU-2 CONDENSING UNI _ ROOF 208/1 -16.8 - 25 l 302 P4-6,8. 175 UNDER COUNTER REFRIGERATOR W/WORK TOP 12" 1 120V 8.8A 20?. K2-2. 3 EVAP-1 EVAPORATIVE COOLER ROOF 120/1 -1/2 20A 202 P4-10. 4 179 UNDER COUNTER REF. W/WORK TOP 12" 1 _ 120V 5.1A 202 K2-4. 1 ? AC-4 AC UNI ---- ROOF -------_ 208/3 44.2 50A '353-- 4-12,14,18 - / 180 ESPRESSO MAKER 48" 1 208/1 30.OA 402 K2-6,8. 3 AC-5 AC UNI MANAGERS OFFICE 120/1 0.55 15A 202 P4-18. 187 PASS THRU UNDER COUNTER REFRIGERATOR 12 1 120V 8.8A 202 K2-14, 3 192 SYRUP SHELF 12" 1 LOT 120V 15.OA 202 K2-16. 1 194 WALK-IN BEER COOLER BOX _ ABOVE CEILING 1 120V 15.OA 202 K2-18. 1 195 WALK-IN BEER COOLER CONDENSING UNIT ON ROOF 1 208V/3 L 203 K2-20,22,24. NERAL MECHANICAL EOUIPMENT CONNECTION SCHEDULE NOTES 196 WALK-IN BEER COOLER COIL _ AROVE CEILING 1 120V 4.2A 202 K2-26. 1 198 BEER LINE REFRIGERATION UNIT & (4EA.) ---ABOVE CEILING_ 1 120V 20.OA 202- K2--28. 1 \ A. THE ABOVE NFORMAIION IS FOR A SPECIFIC MANUFACTURER. THE ACTUAL MANUFACTURER FOR THE EQUIPMENT MAY BE DIFFERENT. COORDINATE WITH � PVC BEER LINE BY PC MECHANICAL_ EQUIPMENT SUBMITTALS FOR ACTUAL LOADS AND OVER CURRENT PROTECTION REQUIREMENTS PRIOR TO INSTALLATION OF WIRING. - -' - --- --- - -� --'- - GENERAL EQUIPMENT CONNECTION SCHEDULE NOTES -T B. MOCP = MAXIMUM OVER CURRENT PROTECTION. MCA - MINIMUM CIRCUIT AMPACITY. A FINAL CONNECTION OF REFRIGERATION EQUIPMENT, HARDWIRED BAKLRY, DELI AND MEAT EQUIPMENT SHALL BE DONE BY OTHERS. LJ CONTRACTOR SHALL PROVIDE CONDUIT. CONDUCTORS AS SHOWN ON THE DRAWINGS AND SHALL PROVIDE 3' MIN. SLACK CONDUCTORS AT JUNCTION BOX -1 MECHANICAL EOUIPMENT CONNECTION NOTES OR As SHOWN ON DRAWINGS. ,F W O i 1 INTERLOCK WITH MAKE UP AIR UNITS. B. REFER TO RSDI DRAWINGS FOR ELECTRICAL DEVICE MOUNTING HEIGHTS AND EXACT LOCATIONS. COORDINATE CONNECTION REQUIREMENTS U WITH SUPPLIED EQUIPMENT AND VENDOR DRAWINGS. (✓1 2 INTERLOCK WITH DISHWASHER. �� 3 INTERLOCK. WITH HOOD SWITCH/FIRE SUPPRESSION. DELI EQUIPMENT Ct�NNECTION N011=S Q 4 INTERLOCK WITH EXHAUST FAN OPERATION. to COPPER FEEDER SCHEDULE , HA, CONNECTION. T� 202 2 #12 CU THWN, 1 #12 CU GND., IN 1/2" C. 2 INSTALL INTERLOCK CONNECTION OF SHUNT TRIP CIRCUIT BREAKER, AND HOOD FIRE SUPPRESSION SYSTEM. Q 203 3 #12 CU THWN, 1 #12 CU GND., IN 1/2" C. I 3 CORD AND PLUG CONNECTION W M 302 2 #10 CU THWN, 1 #10 CU OND., IN 1/2" C. 4 SEE MECHANICAL EQUIPMENT CONNECTION SCHEDULE. Q \ / 402 2 #8 CU THWN, 1 #10 CU GND., IN 3/4" C. _J U �+/ 553 3 #6 CU THWN, 1 #10 CU OND., IN 1" C. TOPPER FEEDER SCHEDULE O Q Z 202 2 012 CU THWN, 1 012 CU GND., IN 1/2" C. tj w 203 3 012 CU THWN, 1 012 CU GND., IN 1/2" C. W O 302 2 010 CU THWN, 1 010 CU GND., IN 1/2" C. J t W N 4D2 2 08 CU THWN, 1 010 CU GND., IN 3/4" C. Greenburu Rd. 10350 BUP2003.00294 26 of 57 Contact O MARK JACKSON 9 m O , O N Project CU y� 2003 0169 �1 ry N tD O tri INTERFACE t E N G 1 N E E A I N G O Q a 08 S 3RD AVE.,SUITE 400,POR't'I.A.ND,OR 97204 PHONE 503.382.2266 FAX 503.382.2262 C FILE: 0169E31,dwg EDIT: 06-24-03 0 14:53 BY MARKJ Pi-07:06--24-03 0 14:53 . ..,. ..'?AIM4":":'. ...':iNR51TIP.'1I!r' ,�.',_":i5�.'"1�."y'011�LI�N/kl�' YIM::`..9:,r''011'�_= ."gni •+,.,' ., .:.. .. ... .. -.�.... ._ ,.,.�'�t" tws.9lMar"r.s'.,mr y1'' _�ik'-4+'vt41 �1L�•9'�( NOTICE. IF THE PRINT OR TYPE ON ANY r�r III III I I I III T I L III I LII III L I I 111 1 1 1 III 11 I I I III III I I 1 1 1 III III III III III III I I III III l I l l l l 11 III III III III 111 I I I V I I I III I I I I I I I !1 1 t H !11 IMAGE IS NOT AS CLEAR AS THIS NOTICE, L I I 11� I I y1- I I �I I I I I I I I �-I I 11-I� I �I I I I I �b� 11 I �I CL2le' / LUQ / Il IS DUE 1-0 THE QUALITY OF THE _ No ao O';�a-- V ORIGINAL DOCUMENT £ L BL LS 9L Z irL SL 9 iG 'Ill L I'll l9t til 19191ft SiLt [tt 8[I,►�►► 1�1�1i1�1i1►���►i 11111 ,III►�(l-1111Il►I i-l-1�11i11111111111IIIII►II� lIII 1�11'11 ►111 IIll IlllflIIII1111'11111ITilI�l�IIII11 Alli IIII IIIA►�►1�iII '11 111 II��r��I� II«II��I��� >Ii� Z LII��I�I►II►�1I fA, J 6[ ] 1 ,n CG r.l NOTES THIS SHEET PANEL PANEL - t2 O c j COPPERFEEDER SCHEDULE P38 G PROVIDE NEW 200 AMP 3P FUSED SWITCH. PROVIDE FUSING LLm N - FOR ADEQUATE LET-THRU PROTECTION OF AVAILABLE FAULT CURRENT. z (E) (N) VERIFY WITH SERVING UTILITY THE AVAILABLE FAULT PRIOR TO BID. M a° u0i 1004 4 #2 CU THWN, 1 #4 CU GND., IN 1--1/4" C. �n� LA 0J EXISTING CURRENT TRANSFORMER/TERMINAL CABINET TO REMAIN, H 1004U 2004 4 UJ X13/0 CU THWN, 1 X14 CU GND., IN 2" C. (E) 200 O EXISTING 800A MAIN DISTRIBUTION PANEL. MANUFACTURED BY H ---- --- SIEMENS CATALOG #F2C75ML800ABS. PANEL PANEL PANEL PANEL PANEL U ~ _-__-_ ___- -_________.________.-___ P4 P1 P2 P3A K1 O4 PROVIDE NEW CIRCUIT BREAKERS IN EXISTING PANEL. a LOAD SUMMARY AT MATCH EXISTING FAULT CURRENT RATINGS. (N) (E) (E) (E) (N) _ MAIN DISTRIBUTION PANEL 'MDP' LOAD TOTAL -� TOTAL 100A 3P TYPE LOAD DESCRIPTION TYPE UNITS CONNECTED DEMAND DEMAND CODE LOAD FACTOR LOAD G General (Non-Continuous) KVA 4.64 _ 106% 4.64 L LightingK,VA 2.90 125% 3.63 _ R Receptacles to 10 KVA KVA 10.00 100% 10.00 _0 over 10 KVA - _ KVA 4.10_ 50% 2.05 K Kitchen _ _ KVA 134.35 _657. 87.32 (E) TCE) (E) 2004 H Heating - KVA 0.00 100% 0.00 (E) METER BASE M Motors KVA 124.56 100% 124.56 LM Largest Motor - _ KVA 0.00 125% O.00 - -- ---- WH Water Heater _ KVA 0.00 _ 125% 0.00 (E)CURRENT C Continuous General Load KVA 0.00 125X, 0.00 (E) POWER M. RANSF. -_-_ �,� - CABINET � �-1 2008E � 3 U <User _Defined Load Type> KVA 0.00 100% 0.0_0 COMPANY I 0 0 KVA 0.00 0% 0.00 TRANSFORMER L______�______ O 400A / 200A ` 200A 200A 0 0 _ KVA 0.00 0% 0.00 - I I ( 0 O 0 KVA 0.00 0% 0.00 (PE) CONCRETE-- j 1 1 AD/VAULT TOTAL LOADS - KVA 280.5 232.2 - ° NEUT. BUS- FU o LL LENGTH 800 AMP BUS .ABV, 3 PHASE) AMPS 778.7 � 644.5 GROUNDUS MAIN DISTRIBUTION PANEL (MDP) LINE TYPE LEGEND f, --__ (E) GROUND 208Y/120 VOLT, 3 PHASE, 4 WIRE NEW ! - EXISTING TO REMAIN r: 111- -x-x-x-- EXISTING TO BE REMOVED AO PROFS ��G1NfF� 1 EXISTING ONE-LINE POWER DISTRIBUTION DIAGRAM 16,4 208Y/120 VOLTS, 3 PHASE, 4 WIRE /� p 4 OREG 90N�Q'116,�9�GJ-cv /LLIAM P� i EXPIRES: 31/04 Pai) - PANE SCHEDULE 2003-0169 GUSTAVs P30 a PANEL SCHEDULE 2003-Q169 QQ2&ys - __N1 PANEL P4 PANEL SCMEDULE _ 2003-Q169 GUSTAYS - 120/208V, 3Ph, 4W. 400A Bus M.L.O. FLUSH WALL MOUNTED 16-May-03 120/208V, 3Ph, 4W. 200A Bus M.L.O. SURFACE MOUNTED 16-May-03 120/208V, 3Ph, 4W. 100A Bus M.L.O. SURFACE WALL MOUNTED 16-May-03 Ckt. escription Load Load C.B./Frame C.B./From. )ascription escri tion - C.B. C.B. Load Load P - Ckt. Ckt. P Load Load C.B. C.B. C.B. C.B. Load Load escription Ckt. C'<t. )ascription C.S. C,e./From. C.b. Load Load escription Ckt. No. atior VA Type Am Pole Phase Am Pole Load Load C.B,/Proms ( } p p (VA) Type cation No. No. ocation (VA) Type Amp Pole Phase Amp Pole (VA) Type cation No. No. ocation (VA) Type Amp Pole Phase Amp Pole (VA) Type ocation No. /� a 1 E) AC-1 _ 5,000 M 60 3 A 80 3 5,000 M (E) AC-3 Z 1 7-4507 CUTTER MIXER 2,10 K 35 3 A 20 1 1,044 K 85-4 DRAWER REF. 2 1 F-6 300 _M 15 3 A _60 _2_ _3,88 M U-1-_ 2 O {J t -- 5,000 M --- -- B --- - - 5,000 M --- 4 3 --- 2,10 K ---- --- B HUNT TRIP 4 3 --- 300 M- - --- B - 3188 M - -T 4 V 5 -- 5,000 M --- --- C --- --- 5,000 M - - 0 5 --- 2,10 K --- --- C 20 1 1,04 K 5-4 DRAWER REF. e d --- 30 M --- --- C 25 2 1,747 M U-2 e 7 7 E AC-2 5,000 M 60 3 A 60 3 _5,000 M SWAMP COOLER t 7 9-BLAST CHILLER 1,82 K 20 1 A _ HUNT TRIP 9 7 F_-7 52 M 15 1 A --- -- 1,747 M --- • W 9 _ -'-- 5,000 M ___ ___ B =__ ___ 5,000 M 10 9 70=REMOTE COMP. FOR ITEM 69 2,10 K_ 3_5- -3- B 20 1 1,044 K t7-2 DRAWER REF -_ 10 9 EF-8 30 M -15 -3- B 20 1 1,17 M AP-1 _ 10 j 11 5,00 M C 5,00 M - _ __ t2 11 - 2,10 K _C HUNT TRIP 12 11 - 30 M C _ 50 3_ 3.084 M AC-4 _ It U E) ROOF COMPRESSOR'_- 2,40 M 30 2 A 20 1 54 r E R-TELEPHONE 14 12. --- 2,10 K --- --- A 20 2 �80 K 91-ELECTRIC OVEN 14 10 --- 300 M A 3,064 M 14 V O 16 -- 2,400 M --- B 20 t 54 R E R-HALLWAY, LOUNGE, STORE RM. to Id 71-2 DOOR REFRIGERATOR 1,24 M 20 1 B --- -- 80 K -- is 16 F-9 140 M 15 1 B --- --- 3,064 M --- _ It 17 E) ROOF COMPRESSOR 2,400 M --30 -2- C 20 1 180 R E)R-MUSIC 1/ n SPARE 20 1 C 20 -1 1,85 K 8-VEG. SLICER r 17 -1 1,77 M 20 1 C 15 1- 100 M AC-5 1 w 2,400 M A 20 1 720 R E)R-OFFICE, DW FAN _ 20 10 PARE _ 20 1 A _25 2 1,726 K 2-MICROWAVE 20 tY PARE 20 1 A 20 1 PARE 20 I 21 E FREEZER BLOWER - 500 M 20 2 B 20 1 540 R E R-OFFICE IG _ 22 21 72-ICE CREAM CABINET 78 K 20 1 B --- --- 1,72 K -- _ 22 21 PARE _ _ 20 1 B 20 1 PARE _ 22 t3 -- 500 M --- --- C 20 _ 1 180 G E)_DOOR BELL 24 23 72-ICE CREAM CABINET 780 K 20 1 C 20 2 1,72 K 2-MICROWAVE 24 23 PARE _ 20 1 C 20 1 - PARE 24 m 26 E) COOLER BLOWER 50 M 20 1 A 20 1 540 G E WATER HEATER 20 25 80-4 DRAWER REF STAND 1,04 K 20 1 A --- --- 1.72 K -- Total Connected Load:Ph A 9,B28VA 828 27 E) EL. ROOM RECEPT., SUMP PUMP 500 M 20 1 B 20 1 720 R E R--ROOF Zt 27 SHUNT TRIP B 20 2 1,72 K 2-MICROWAVE Z• 29 E) FSR COMPRESSOR 500 M 20 1 C 20 1 PARE 30 Za 80-4 DRAWER REF STAND - 1,044 K 20 1 C --- --- 1,72 K -- 30 Total Connected Lood:Ph B 8,869VA 748 31 E GARBAGE COMPACTOR 1,200 M 20 3 A 20 1 _1,200 1_ E)L-EXTERIOR GROUNDS xt sl SHUNT 1RIP A 30 1 L,00 K 3-HOLDING CABINET - otul Connected Lood:Ph C 7,287VA 61A W 33 -- 1,200 M --- --- B 20 1 1,_200 I_ E L--EXTERIOR GROUNDS 34 33 83-DOUBLE FRYER T 1,8C K 20 1 B 20 1 69 M 5-REF. MAKE UP TABLE y1- Maximum" Phase Connected Load: Ph A 9,82BVA 36 -- ----- - - 1,2! _ _M --- --- C _ 20 1 S SPARE - _ to 36 HUNT TRIP C 20 1 PARE as I °! �(3 X M&�^) 29.5KVA 81.9AMPS ToW Dei Load' 26.OKVA 72.2 AIDS W 37 ANEL P4 9,82 S 100 3 A 20 1 1,200 S f L-ROOF - 34 37 83-•DOUBLE FRYER 1,80 K 20 1 A 20 1 PARE 31 -- JEE!7�287 ES --- --- B 20 1 S PARE 10 39 HUNT TRIP B 20 1 PARE 40 41 -- --- --- C 20 1 1,200 G (E) FURNACE/ROOF 42 41 PARE. 20 1 C 20 1 PARE Total Connected Lood:Ph A 40,528 VA 3388 otal Connected Load:Ph A 16,166 VA 135A V Total Connected Lood:Ph B 36,469VA 3U4 Total Connected Lood:Ph B 14,022VA 117A Total Connected Load:Ph C 33,447 VA 2798 Total Connected Load:Ph C 12,178VA 101A II Maximum" Phase Connected Load: Ph A 40,528VA Maximum" Phase Connected Load: Ph A 16,166VA TaW Cornaelad Load W X Alatrrrwn} 121.60A 337.7 AAPS _ ToW Demand Load 109.8 KVA 305.1 AAPB Total 0 rewobd Load(2 X LrlaR mwJl 48.5 KVA 134.7 AAPS -� Told Demand Load 28.2 KVA 78.4 AAPS ��'altel P2 PALL SCHEDULE Lam= 2003-0169 QV anal Kt PANEL SCHEDULE PROJECT= 2003-0169 cl TA 120/208V, 3Ph, 4W. 200A Bus M.L.O. SURFACE MOUNTED 23-Jun-03 120/208V, 3Ph, 4W. 200A Bus `M.L.O. SURFACE MOUNTED 16-May-03 Ln /Q Ckt. escription / Load Load C.B. C.B. C.B. C.D. Load Load Description / Ckt. Ckt. escription Load Load C.B. C.B. C.B. C.B. Load Load Description Ckt. No. Location (VA) Type Amp Pole Phase Amp Pole (VA) Type Location No. No. ocation (VA) Type Am Pole Phase Am Pole _ ( ) YP P P (VA) Type Location No. 1 L-DINING 111 625 L 20 1 A 20 1 900 R -RESTROOM, HALL - 2 1 6-CHEESE MELTER 1,800 K 25 2 A 20 3 1,489 Y, 119-HIGH TEMP DISHWASHER 2 S --DINING 110-TRACK 900 L 20 1 B 20 1 720 R -HOSTESS STATION,DISPLAY 4 _a 1,800 K --- --- B --- --- 1,4$ _K --- _ _ 4 6 -DINING 110-TRACK 43 L 20 1 C 20 1 1,440 R -TABLE _ e 5 7-PRINTERS _ 1,200 G 20 1 C_ --- --- 1,48 K ---_ 7 -ROOM 104,103 1,009 L 20 1 A 20 1 1,08 R -TABLE_ _ t 7 )9-HOT FOOD UNIT - 2,204 K 25 2 A 20 1 1,308 K 124-GAS BOOSTER HEATER T f 9 E L-ELECTRICAL ROOM, HALLWAY 20 1 BT 20 1 720 R -OFFICE -- 10 9 - 2,204 K --- --- B 20 1 828 K 140-DROP-IN CHEESE 10 11 --ROOM 108 1,045 L 20 1 C 20 1 360 R -KITCHEN t2 11 9-HOT FOOD UNIT 2,204 K 25 2 C 20 1 828 K --- _ 12 , i Q - L 20 1 A 20 1 - 36 R -CO. KITCHEN 14 q --- -- _ -_ K --- -- A_ -20 -3- 1,433 -K T41_--COUNTER TOP OVER 14_ 1 Ai -ROOM_105 1,175 L 20 1 B 20 1 360 R R-CO. KITCHEN 1111 16 00-FREEZER _ _ 840 K 20 -1 B 1,433 K - L 20 1 C 20 1 -- 360 R -CO. KITCHEN -^ Is 17 01-REF. MAKE UP TABLE 1,490 K - 20 1 C - --- --- 1,433 K --- 10__,-ROOM 101 W1,0D0 L 20 1 A _20 1 360 R R-CO. KITCHEN 20 10 102-DROP-IN FOOD WELLS 828 K ' 20 1 A 145-ICE TEA BREWER 20 21 --ROOM 101 1,090 I_ 20 1 B ! 20 1 360 R R-CC. KITCHEN 22 21 02-DROP--IN FOOD WENS 828 K 20 1 B _ --- 22 t 23 -ROOM 107 765 L _20 1 C 20 1 200 M (E)-COOLER, TELE. ROOM 24 93 04-CONDIMENT TABLE 1,080 K 20 1 C 24 1� y 26 -_ROOM tub 1"Um 600 L 20 1 A 20 1 200 L E L-OFFICE, LAUNDRY, BATH 2e 26 105--DUAL HEAT LAMP 1,550 K 20 2 A _____40__ 2 31120 K 146-COFFEE MAKER 29 j 27 L-ROOM 106 TRACK - 600 L 20 1 _B 20 1 180 G_ E FACP _ 26 27 -- 1,550 K --- --- B - --- 3,120 K -_- 28 ! 29 L- ROOM 106 _ - 255 L 20 1 C 20 1 360 R -CO. KITCHEN 20 05-DUAL HEAT LAMP_ - 1,550 K_ 20 2 C 20 1 540 G 146-POS SYSTEM 30 y 31 -HALL 385 L 2C 1 A 20 1 360 R -00. KITCHEN $2 31 -- �- 1,550 K --- --- A 20 1 180 G 148-POS SYSTEM 32 33ESPARE TIC ROOM 109 _,200 G 20 1 B 20 1 _360 R -CO. KITCHEN 34 33 08-DROP IN COLA PAN 852 K 20 1 B 20 1 180 K 149-FIRE 5UPRESSION SYSTEM 34 36 20 1 C 20 1 360 R -CO. KITCHEN 36 36 18-DISPOSER 936 K 15 3 C _20 1 1,200_K_145-ICE TEA BREWER 39 37 2.0 1 A_ 20 1 360 R -00. KITCHEN 311 �7 - 936 K --- --- AT 20 - 1 600 K -BAR39 20 1 B_ 20 1 360 R R-00. KITCHEN __ 40 to --- 936 K - --- B 20 1 PARE 40 J41EATING - - 720 R 20 1 C 20 1 1,630 R -BAR - - a. 42' 41 PARE _ 20 1 C 20 1 PARE - 42 Total Connected Load:Ph A 8,139 to 68A Total Connected Lood:Ph A 31,250 VA 260A Total Connected Load:Ph B 8,025V,� 67A Total Connected Load:Ph B 27,106VA 226A Provide feed-Thru Lugs Total Conner,ted Load:Ph C 8,426VA 70A Total Connected Lood:Ph C 27,714 VA 231A "Maximum" Phase Connected Load: Ph C 8,d26VA "Maximum" Phase Connected Load: Ph A 31,250 VA N F Total Coerwdod Load(3 X AlarSrrnJ 25.3 KVA 70.2 AAPS Total Dematd Load 26.7 KVA 74.2 AAPS Total Conewded Load W X Mw*rwn) 93,80A 260.4 AAPS Total Danwnd Load 57.0 KVA 158.4 AAPS J C4 -� _J Q F_ w (E�'anc.�P3A PANEL SCHEDULE 3-0169 GUSTAvs armg K2 PANEL SCHEDULE _ TA s z 120/208V, 3Ph, 4W. 200A Bus M.L.O. SURFACE MOUNTED 16--May-03 120/208V, 3Ph, 4W. 200A Bus M L 0 SURFACE MOUNTED 18-Jun-03 Q Ckt. escription Load Load C.R. C.B. C.B. C.B. Load Load Description Ckt. Ckt. escription / Load Load C.B. C.B. C.B. C.B. Load Load Description- Ckt. No. Location --- (VA) Type Amp Pole Phase- Amp Pole (VA) Type Location No. No. ocation (VA) Type Amp Pole Phase Amp Pole (VA) Type Location No. w L 1 5-WALK-IN COOLER BOX 1,800 M20 1 A -20 1_12080K-31--FOOD PROCESSOR _ ___ 2 1 150-HOOD LIGHTS 200 L 20 1 A 20 1 _1,056 M 175-U4C REF. 2 - -- - -�-� J ■ 3 -WALK-IN YEGE COOLER- 828__M___26 3 B 20 1 1,656 K 38-VEGETABLE SLICER 4 3 HUNT TRIP --- --- B 20 1 612 M 179-J C REF _ 4 W --- --W._. ._ ---- - - - - -,ET-__ _----- - 6 --- 828 M --- --- C 20 1 600 K 43-CONVECTION STEAMER 9 5 152-ROTISSERIE OVEN 600 K 15 2 C 40 2 3,120 K 180-ESPRESSO MAKER 9 7 --- 82 M ---- --- A SHUNT TRIP t 7 --- __ 600 K ---- --- A --- --- 3,120 K --- 6 (1 r --- -- - - - -- PARE - -- _ __ tL J� II- 9 17-WALK-IN YEGE COIL 504 M 20 1 B 20 1 720 K 44-DOUBLE CONVFCT,Ivir OAC,"! 10 9 HUNT TRIP _ --- --- B 20 1 SPARE 10 3 4 � � UJ 1f 11-REMOTE CONDENSER ITEM 115 13 M 15 2 C SHUNT TRIC !'� 1f 52-ROTISSERIE OVEN 300 L 20 1 C 20 1 SPARE it z O t 13 --- 13 M --- --- A 20 1 720 K 44-DOUBLE CONVECTION OVEN W 13 HUNT TRIP ---_ --- - A 2U 1 1,056 M 187-U/C REF 14 C Z i 16 12-REMOTE ICE MAKER 1,909 M 25 _3- _ B - _ SHUNT TRIP 10 !S 154-DESSERT DISPLAY 1,800 M 20 1 B 20 1 1,000 K 192-SYRUP SHELF 19 LJ z - -- - - -- - - -- 0 W O 117 - - 1,90 M --- --- C 20 1 600-K 47-30GAL. BRAISING PAN 11 17 HUNi TRIP --- --- C 20 1 1,000 M 194-WALK-IN BEER COOLER 11 19 --- _ 1,9_09 M -- ---- A SHUNT TRIP 20 19 17C-GLASS WASHER 3,120 K _40 2 A 15 3 _ 476 M 195-WALK-IN CONDENSER _ 20 W W _ 21 16-MANAGER DESK- 360 R 20 1 d 20 1 600 K 48-4007. TILTING KLTTLE 22 21 -- __ 3,120 K -- -- B --- --- 576 M - 22 20 _5-MICROWAVE 2,912 K 30 2 C __ SHUNT TRIP _ 24 23 170-GLySS WASHER 3,120 K 40 2 C --- --- 57g-m --- _ 24 26 -- __ 2,912 K --- ---- _ A 20 I _60.0 K_49-40G_AL. TILTING KETTLE ___ to 26 -- 3,120 K ---- --- A 20 1 504 M 196-WALK-IN BEER COOLER 20 P L 27 35-MICROWAVE 2,912 K 30 2 B - - SHUNT TRIP - - _ 2� 27 171-BLENDER_ _ 1,000 _K 20 1_ 29 --- 2,912 K --- -- C 20 1 600 G 52-FIRE SUPPRESSION SYSTEM a0 29 71-BLENDER 1,000 K 20 _1 C 20 t 360-R -ROOF _ - 30 Q 31 36-40 OT FLOOR MIXER 1,456 K 20 2- A 20 1 1,176 K 61-SLICER - 32 01 71-BLENDER _ - _ 1,000_K 20 1 A 20_ 1 _ 500 L-EMERGENCY EXIT LIGHT1NG 1 _ _ _ 2.12 -.. 03 --- 1,456 K --- -- B 20 1 840 K 63-1207 MIXER 34 33 171-BLENDER - J- 1,000 K 20 1 0 0 1 -- SP -- 36 SPARE -M-1: 20 1 C- 20 1 SPARE 33 35 171-BLENDER _ 1,000 K 7-0 1 C 20 1 SPARE _ so 87 PARE -- 20 1 A_ 20 1 - -- - - SPARE -- , - 3/ 37 PARE 20 1 A_ 20 1 SPARE � �' 3 A � - ----- _. 39 SPARE_ --- --J-- •-- -- � 20_ �1 -- _-B 20 -J1 - ----- SPARE-- -_--_-� -- - 40 $9SPARE-,------ -- - 20 1 B 20 1 SPARE 40 41 SPARE - 20_4-L C 20 1 SPARE - '--- 42 41 PARE -- -- _ _ 20 1 C 20 1 _ SPARE _-_ -__ -_-_- �I2 Total Connected Lood:Ph A 30,025VA 2508 _Total Connected Load:Ph A 14,752 VA 1238 GreOnburoRd.t0350 6UP2003-00294 otal Connected Load:Ph B 26,833 VA 2228 Total Connected Load:Ph B 10,108 VA 848 2701 57 Total Connected Load:Ph C 24,381 VA 203A Feed-Thru Lugs Total Connected Lood:Ph C 11,076 VA 92A �� - _--' -- "Maximum" Phase Connected Load: Ph A 30,025Vq "Maximum" Phase Connected Load: Ph A 14,752 VA '- - 61 Contact �q Total Corrweted Load CS X M&*w% 90.1KVA 250.2 AAPS ' - Total Daewrrd Load 56.4 KVA 15 6.7 AAPS ToW Owe"ed bead W X M&*mrn) 44.3KVA 122.9AAPS Tobi Demand load ?6.1KVA 72.6 AAPS MARK IACKSON g r o i O N Project O nr 1!► 7003 016v U u, 0' o ( NTERFAC ! i S l N 0 1 N E E R I N G b Q -- - Z F 7o83.W.3RD AVE.,3L'rTE 400,POR1'LAN 1),0R 972oq PHONE 503.382.2266 FAX 50;1,;482.2262 0 ILE: 0169E40.dwg EDIT: 06-24-03 0 14:53 BY MARKJ PLOT:06-24-03 0 14:53 . .. .¢...+.:..w.:��-•..;. ..":� ..., y�...w,.. .`�'� .._"_ *'"'a�.:/�M�7!!'A�tllMrar^�'ANiR+'ae rr�e�'- �1�K M�+a, t(�. NOTICE: IF THE PRINT OR TYPE ON ANY III III III III III Til III I Til Til l i l I I III Ill Til III III III III I I Til III III III III IIIIIII I I III III 1 I I III I i l III III I I III III I i l I I III III IIIIIII III III III I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, � _ 1 - --- IT IS DUE TO THE DUALITY OF THE ,+a 36 ORIGINAL- DOCUMENTI ILII iill�llll il►il±Ili illy+++i i►Illll+i illl�ull illll+►li itlllllli i+++ll++r Nlli►Ili iIIIII+Ii illl Illi illl Illi 411111�11�119illllllli illlli71111!11911il�il+lii illlllui IIII�IIII Iflilllli�1117111illIIIIIIL(111I�1111 llllll(1 giullria6s rillNii I t P O M i P Q SD d n 1 • t" Ca Z G N q n 1 I , IREFRICs�-RATION CONDENSING UNIT I - - H \/EF:IF`r- ON ROOF) -- -- -- - _ _ - -- SD---I ---- - ---- - —/ T 11 �Q 1 I YI' -� U \�GAS METER I AC-1 II H 13 GREASE TRAP 14 ON ROOF11 2"VTR `` Z _ _. _. —..__ _ _. __. _.._ _ ______ — _ ..—_ _ —.— _ _—.__. _ _ .—__ _ -- _ _ _ _. — - - - _-_ I 2 I , , i 0 j• _ �- - — , 11 2-ED X_ -x x -x-x-x-x-x- 2w it .2"L../ O2" 2"V EIELOW-- _`f, 14 x X x x FLOOR 2'V BELOW FLOOR I I i 4" wO I I A 11 2" -2- 1/2 eye B I E� 2"MO i 1/2" x x X O - -- I 3"V _ f 3 1 J LTL I O II � �F' 1 3" 10 1 2 � I M\ 1-1/2"V ABOVE CEILING --- x "O 2r B CWHW J 3 1 HW l I ( - - C- k � X-r —k-'..— w - - - 1-1/2"w � i l " 1 D v " JI 11 3"VTH '� 1-1/2"W - _ 2 4 Y� _. .� ac VTR " 11 - Q'x I I 12 I do V I _._ 10 3" u V rl _ t �I 3 3/4" x 1 X G - -G _G G " -� 1� - II 11 2 VTR x—X- —X—X—X _x-Y- X-X• _ X -_X—X - - =X-X-X-X X-X + 9 x x - x x x -x-X - --- - - - --.___-- _ - - - - - - - - -x-x- - x -x_ �x��c=-=x�c_ - �t _ x�x ,. _ _ — -_ _ T —T-`e 0. - - - , I _ I � w —� �. 4 x I .. I - - 09 w U 2112 11 1-1/2 I x 16 1mi I 1� �� �� ^al�� I U,1-1/2"V IN WALL I 2 - - I i 10 1-1/2 —Y n - } - x= X—X X� Q \ 'Y ; ,I , X I ( 14 " I X , I 4 n - ,O-x-x-x-x-x- �2 V ABOVE CEILING I x r- ----r------ _ _.�__ 1 x O1 -1/2"W DN O x x I I - --- - - -f I• I F-1 I 11 2"�Q r � x-x-x- -- w-x-xt-x-x-- I II — - ---- _ -- _11111— I X - - - - IL I Ll Ic IAI J �t 2"C2 Ve J 00I -- I I wU15"DIR\ \ n O - AT. 1 , I ( 1, I x - I -} 2" 10 1-1/4" 10 £> P RACK , - I p rI __' -++- xx i I 11 2"EQ X-�iE--� O3 1-1/2" x L. - __ - - - - - - x X- _ An x - - -- -- 2"VTR 1 12"EQ I I Q 14 n T x x I - --- - -: e2 TANK / �` �x 2"O I X � 1 x - - I _+_ x � I ,�.1.� '�:./ I � ' - -�•- -- --x --- ---� '1 � ,�3,334 X I I 03 3/4- 1 I x - - - � III (� X O I ! X �,2F� 01/2"CW rX x I+ AB cat±i ` xXx X-�-x-x _ _ -X X-X-X-X-X-X-X X - -X-X X-x - -X Y_Y I X \ I ,' x x I'f ✓n 17 [� 1 _X J! o —X— X-- — x I I�� , ti P x I x- x-x X. - x x x I -3" 10 �O r'r 1 • X x I - --- ---- — 1- - I -d--�- - - - - — - - - -- - - - — _ I t x �V w I I� �x—x—x — x �f I i 1 `----'- -- 2 x 2 2 \ 17- ' X Oar STI Mr w.srt ' I I L 1-1//2"VTR I 11 2" VTR L 1/2 CW L LOOR 0 1-1/21 \} - - - - Q O J UNDER I I 1 " O O 1 1/2" COPPER 10 3/4" I I I + I * I I V RECIRCULATION'\, I -- i /k LINES (2) BEL O r I i x-X-x-X X , DL W IL / i lx kk' II 1 A I l u +/ `- - -- - --- - --- --- - - - - - '` 1 11 / 04 > x- � / 0 FOUNTAIN 0 _ M / /� Z ui rLLi +/ I 000000 I w / :� I - -----1 r-- - O + -- - --- -- - - �F - -I , - ---- -- -- ---- -- ---� r ---- - -- -- -- 11 + ' 0 0 0 _ 0 0 I „Irp, x—x w 8 ROOF DRAIN & �/ D 1/2 10 I I I I I INTERIOR DOWN 'i Q SQL 1 1 \ \✓ /^\ I 1 ' - _ _ __�_i I 1 I I �/ SPOUT I , - -- - - ---- -- AC-2 i 15 5 I v \• t- p- 1 1 w I O 1 ON ROOF 4 10 _ _ 1 =�-x--•�-x -X-X-X-x-x- - F. -1 III 111 ; 1' 3 1/2"CW » RUN IN FURRkb y <, `� 2 1 1I CEILING , L I I . i I \ / \✓� 1 7 LL�W j ` - U ' 4 ROOF DRAIN & - - _ _..... I ,' INTERIOR DOWN10 >\\ I 1 70 . 1 1- I I� _E] SPOUT 1 1 Z +1\,�' -- 1 - I III 1 I I M I �� \ / I I t�•. �� •/��� 11 4"VTR 4_'l0 12 @ I n1 --- ------ 1-1/ I I 1 1 I I 04" 4"— c( -E9 10 2" 2"� 11 =El I H___ ________ ___ �J - El 11 �, r ---- ---_---- 01 ------ ----------- ---- ---- ----------- 7-77L A I II ( i ,`�•..\ I i I �/2"�4D-X , - � I El 1 ( 12 to > I " "- 11 I - 4 EC1 11 J" 18 F F - -- --I I 1 �' 1 n Z �\ I L__- - �/2" HW & CW 10 I I I L 18 L 18 1 I u p / ------- L M@ 11 1-1/2-W & V 10 III I w 8 4"C.L HUB JUST ABOVE I I p NOTES THIS SHEET GRADE TO RECEIVE D.S. � I 1 1 � „ I I Z REMOVE EXISTING FIXTURE AND CAP EXISTING SANITARY WASTE CD REMOVE EXISTING SANITARY WASTE, AND/6R VENT PIPE ABOVE PIPE BELOW FLOOR. PATCH FLOOR TO MATCh -XISTING FINISH. FLOOR. AS SHOWN. VERIFY EXACT SIZE AND LOCATION OF `-� ON ROOF 1 J- _ ` - _ _ _ _ „ \ / /� EXISTING PIPING. DO NOT JUST ABANDON IN PLACE. -_- �. __.—_1J _- _ 1 _ ._ _ _ _ _ _ _ _ L_ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ __ _ __ _ _ _ _ --�- - - - - - -- -- - - �% \:' J 02 REMOVE EXIFTING FIXTURE AND CAF' SANITARY WASTE PIPE, ---- — --�---- -- --- "- —_ -- ! LL 0 EELUW 1=1.0( c, REMOVE-SANITARY VENT PIPE TO AS FAR-BACK __010 EXISTING PIPING TO REMAIN. _ _ _ __ __— _ _ _-_ _ _-._ ._ _ _ --_- _ -- _ -- - -- - - - - - - - -- - - - - • ---- - -- - - }-- - — -' - - I - —r -{ I I AS POSSIBLL, ^EMOVE HOT ANO/OR COLD WATER PIPING. VERIFY �--' N EXACT SIZE AND LOCATION OF EXISTING PIPING, PATCH FLOOR TO 11 EXISTING FIXTURE TO REMAIN. Z MATCH EXISTING FINISH. S � 12 REMOVE EXISTING RESTROOM FIXTURES, CLEAN AND PLACE IN _ LL 0 REMOVE ALL HOT WATER, COLD WATER, HOT WATER RETURN GOOD WORKING CONDITION AND RECONNECT TO EXISTING � Cr AND/OR GAS P'PING AS SHOWN. DO NOT JUST ABANDON PIPING SERVICES. COORDINATE WITH INSTALLATION OF NEW FINISHES. 1 � Z O r O • IN PLACE. 13 REMOVE EXISTING GREASE TRAP. CAP EXISTING SANITARY WASTE J V REMOVE t XISTING ROOF DRAIN AND ABOVE GRADE PIPING AS PIPING BELOW FLOOR AND ABANDON PIPING IN PLACE. PATCH iL SHOWN. VERIFY EXACT SIZE AND LOCATION. PATCH ROOF AS FLOOR TO MATCH NEW FINISH. N REQUIRED 14 CAP EXISTING SANITARY WASTE PIPE BELOW FLOOR AND 05 RELAOVE EXISTING HOSE BIBB, COLD AND/OR HOT WATER SUPPLY ABANDON IN PLACE ALL UPSTREAM PIPING AS SHOWN. PATCH PIPE AS SHOWN. VERIFY EXACT LOCATION OF HOSE BIBB AND FLOOR TO MATCH NEW FINISH. PIPING. PATCH WALL WATER TIGHT TO MATCH NEW/EXISTING 15 CAP EXISTING HOT AND/OR COLD WATER SUPPLY PIPING ABOVE 1 _FLOOR PLAN - PLUMBING - DEMOLITION FINISH. CEILING AND REMOVE ALL DOWNSTREAM PIPING AS SHOWN. O EXISTING SANITARY WASTE PIPE BELOW FLOOR. TO BE ABANDONED 16 EXISTING WATER HEATERS TO REMAIN. REMOVE EXISTING HOT, 1/4" = V-0" IN PLACE. COORDINATE REMOVAL OF PIPING AND/OR ABANDONED COLD, HOT WATER RETURN PIPING, RECIRCULATION PUMP AND PIPING WITH CONSTRUCTION PHASING REQUIREMENTS. / Greenbury Rd,10350 I EXPANSION TANKS. CLEAN AND PLACE UNITS IN GOOD WORKING O7 REMOVE EXISTING TRAP PRIMER MANIFOLD. CAP AND ABANDON IN CONDITION. 9UF'zoo3•ooa94 PLACE INDIVIDUAL TRAP PRIMER LINES DURING PHASES OF �- --- --- ------ ---...___- SD------ - - - -- ----- - ---- -- --_.-_-- ------ ----- ----_.----- -- — SD — ao or 57 CONSTRUCTION AS REQUIRED. 17 EXISTING GAS METER TO REMA.iI'I. COORDINATE NEW BUILDING LOADS WITH LOCAL GAS SERVII•;G UTILITY. Contact ,0 GARY RYBERG 08 EXIT;-1NG ROOF DRAIN PIPING TO REMAIN. CLEAN DEBRIS FROM c� O 18 REMOVE EXISTING FIXTURE A.I+O CAP SERVICES FOR FUTURE Project EXI'S'TING PIPING TO REMAIN AND REPLACE BUILDING PIPING O CONNECTION TO NEW FIXTURE. N SYSTEM IN GOOD WORKING CONDITION. Q ?003 OIGv A N N ry uNTERFAC � O I. EN (: INL � RING �- l 0 Q ,;��I r 708 S.W. 3RD AVE„ SUITE 400, PORTLAND, nF 97204 a 0 p nP1F air, is ne rnv ,nr, r.c ,•,- 0 Fn F RPnl 'I..", MIT. nR-17-(1i 0 15•FR RY TnNYW PI nT•ng-17-ni is 1fi•5R 2 _.._..._ ... ._ _.._. ...;.•, 1:"!iw9cA.,.,,>n+rairt� ':AYi6:W: .. r . ,. "„,. '9W 'kYcoWA7.g7AMYWP111..:..:.......-..,1'l it..447'rkNI1VV.`.`,9wANFA04Vf.':':•:! 'HW1;IC.S7V•MM^IMR'QL41P*1'R.':R"'ASIA'^"••n+,me.T'nM w,vntN-1rM. NOTICE IF THE PRINT OR TYPE ON ANY T1 III III III III III III III III III III I I Ili III 11T 11T 11f Ili III I I III III !"II I I III III II! I VIII III IliTi 11IIIIII�1 Ilf I I III III 111�I�I�IIi f�l 11T 111 III III III I�I] IMAGE IS NOT AS CLEAR AS THIS WOTIGE, _I oLL I • I I iVl I I I I �LY �� , OD ITIS DUE 1O THE OUAI_ITY OF THE _ _ _ _ _ _ _ No 96 ORIGINAL DOCUMENT £ 8Z �13x LZ 9Z Z 6Z 8 T15 OG 8t 4t 6 T 9T ft 6T 6t TT T 8 t3 1 L 9 9 f S G t IIII IIII IIII IIII IIIIIIIII�IIII�I!II�IIII IIIIIIIII�IIII IIIIIIIII IIII IIIIIIIII Illl�illull III�IIII IIII�IIII IIII IIII(IIII�IIII IIII�IIIIIJIIIIIIIIIIIII�II IIIIIIIII�IIII II IIIIIIII 1t11L';ll IIIIUII IIII�IIII Illl�illl ll.11�llll llll�ll! lllllll lllllllli l� ' `` !f •r, la P tl r+f r' • 4o > a -- -- < aC a X C tl — —_ C N I ; A N t: r•1 REI RIGEf TION LON N5ING UNIT I � l VERIFI- ON ROOF. 1/ 9 17 2"HW 17 a8 1/2"HM u I �� W 1/2"CW 1/2"C W 1/2,:H W I 9 F- ` 72 7 1/2 CW 1/2-HW , 16 31 1/2-HW 17 L9 1/2"HW 17 47 66 17 1/2"HW _ _ 4 - - - -- - 1/2"CW �2"CW - - f W-- -- - - -_ -- - 1/2 CW -- -- - I -- - - - - _ ' _ 3 ` - - - - - - - - .4Q - I ^--{�r7l/- 2" CW - - _ imp - ---- -" -- ---- I 1 J2 2 "11w � � BP-2 4 I •� CA -4 -1-1 - - 1-1 4" 127 17 �J / I - / " 120 MBH r, `r E"N ELECT CURE- -ti . E' NELECT CURL1/2"CW 7 42 'I 3 4w 1 w I 6 11%"C 7 43 -- -- - �{ P4,2 � ` AC-1 ' 1 "G 1/2"G J I - - - �r- I i! I _ 21 --- - - u /2»HW 17 127 I I 125ME1H c� 3/ " \ � II G 62 MBH 8 43 G_ - - _ 3/4„CW F-2' 4.2 - - ` _ I � 225 Iv�BH .. --- P 4 2 �� -- , _ 60 MBH B 90 --- - -- O 21 1"G I � r '�'i'',cf 1 '4 I��cf� � �� ► =_- - 55 MBH B 44 1"G O 40 MBH 8 45 2" F-1 _ yy � I � / 1-1/4" ----- --- -- 31 16 60,S 400 MBH �X 120 MBH 8 84 -- -- - - --- - - - I / L i Ilt` 'r _ 79 8 80 MBH _ 3/4» 104 MBH B 47 - - _-- I ❑ I _ - 13 6 1/2"CW I I IM - -- - — -- _ /`4 I IT - d 1-1/4,n H� z 3`4"CW ( �^ I G. - o= I, L_ _ u II /,� t 2„C 20 171 I r 1 HW NU® 00 .�---- a n - 3/4"NPC�25 52 MBH 48 1-1/2"CW 21 160 MBH 8 83 � I 1 - - - - - Ti:iNK �734117 11 1/2HW -� _-- /17 F- 100 MBH U49 --/ CW 118 t 2'. NPC -- 3 4" 3 4"_ 3/4" 3/4'_ -_ 3 4��NPC ---T - t0 3/4"CW jon !. �w III —NPC G 1/2"NPC 1„HW _ G -- - -- _ C - -_' --- --__ -- -- 21 1/2»HW 3/4,.HW 1 170 HWR 3/4" - - - 1 2 C R. McM� I _ ___ ° - I -- - _.-. _ ° I 'L1 3/4'HWR 1/2"HW 15 169 I 170 1 3/4"HW I 1 „ 1_1 2w o o - w - 0 - -- 3/4-G — --- 1 -2"CW -- - ---- - - -- - - - � ) 1-1/22 - �� /2 3/4" - -- -- - /4" -- - --- ' - -- - ----- -- - -- T - 46 MBH !J - ---L�-- _TQ - - IWC 3 12)3/4'HW 133 7 ]/2" W 1 J2"CW 7 14 143 16 1/2"HW I - - - _ f 69 15 �2�CW Z ' 124 19 200 MBH 132 16 1/2"HW 1/2"CW 7 1$6 13 7 . 1 CW 21 i 1/2"Cw S 3/4" b OF�7 (� I ' LAJ C I I q _ __ \\\ �\ L=231 V _ Ig - I - 0 _ --� 04m i -1/2-HW 15 177 \� Iz-am WOW z — 1/2"CW - wn"rro-.,-Hw LLJW 0C 0000 I ' o a o 0 0 ' - .� X27 123M8 — — — — — — — — — I 0,::) / I I p OL - - - - - - -- - I I o Ln Q F LL --___== F - � 1 I ch V J'� 3 I t 2"G 77 I �,•\ fes,\ — .— i i \ � I �, j � N P -- I G I I � El 1 01 - r r� I 120MBH0 \ AC-2 1 AC-3 I - _- El L_-1 - }��� 125MBH \\ 125MBH0 0 4 0 I I -ET 206 L-1"o — - -- _- TYP.3 L7 ( ) -+ter -----. _ . �I-'7 21 1 /2"HW "7 ET - --- -- _ _ _ __ — — -- _ - — - --- - — N NOTES THIS SHE - - - _ mss _ -- _ _ -- -- _ _ s —(E ) CSI O1 ROUTE HOT AND/OR COLD WATER SUPPLY UP FROM BELOW FLOOR FOR CONNECTION TO 10 ROUTE COLD, HOT' AND/OR HOT WATER RETURN PIPING DOWN IN WALL TO BELOW GRADE, T — r ` - - EQUIPMEIJT. C) OFF-SET BELOW GRADE AND PROVDE INSULATION WITH WATERPROOF JACKET. I I _J I - �I — � o O ROUTE NON-POTABLE COLD WATER DOWN IN WALL AND PROVIDE SHUT-OFF VALVE FOR 11 ROUTE 1/2" COLD WATER DOWN IN WALL FOR COIJNECTION TO PRE-RIIJSE SINK AND /� 21 CONNECT NEW COLD, HOT, HOT WATER EI UR�-AND/OR GAS PIE I - - — U CONNECTION TO EQUIPMENT. ALL PIPING DOWNSTREAM OF THE BACKFLOW PREVENTER IS TO DISPOSAL_ ROUTE 1/2" HOT WATER TO PRE-RINSE SINK. L� TO EXISTING ABOVE CEILING. VERIFY EXACT ,IZE AND LOCATION O BE NSF APPROVED PLASTIC. COPPER PIPE IS NOT ALLOWED. OF EXISTING PIPING PRIOR TO ROUGH-INF YEW PIPING.—,_____ _- J 12 ROUTE 3/4" H01 WATER SUPPLY DOWN IN WALL FOR CONNECTION TO DISHWASHER. SEE N O3 R. INSTALL DOUBLE CHECK BACKFLOW PREVENTER (DCVA-1) ALONG WALL ON UNI-STRUT DETAIL 5/P4.2. 22 CONNECT NEW COLD WATER PIPE TO EXI NG COLD WATER RISE MOUNTING CHANNEL AT A MAXIMUM OF 5'-0" A.F.F. PROVIDE NEW SHUT-OFF VALVET_0REP E EXISTING. 13 ROUTE GAS, HOT AND/OR COLD WATER PIPING IN LOW WALL. SHOWN HERE FOR CLARITY. OINSTALL REDUCED PRESSURE BACKFLOW PREVENTER ALONG WALL ON UNI-STRUT MOUNTING O 23 EXISTING WATER HATERS, f1:�EIF16. UPPLY PIPING TO _ - — CHANNEL AT MAXIMUM OF O" ABOVE FINISHED FLOOR, ROUTE DRAIN TO NEAREST FLOOR INSTALL HOT WATER RECIRCULATION PUMP (RCP-1) IN ACCORDANCE WITH DETAIL 6/P4.2. REMAIN. PROVIDE NEW COLD, HOT HOT`WATER RETURN PIPING, ---- --- EXPANSION TANK, SEISMIC RESTRAINT STRAPS. RECIRCULATION_ DRAIN. INSTALL SECURELY TO UNI-STRUT MOUNTING CHANNEL ALONG WALL. PUMP AND ASSOCIATED VALVES,.-UNIONS AND GAUGES PER DETAIL - -- ---JJ a 6/P4.2. O5 ROUTE HOT AND/OR COLD WATER SUPPLY PIPE DOWN IN WALL. PROVIDE SHOCK ARRESTOR 15 STUB HOT AND COLD WATER UP FROM BELOW GRADE FOR CONNECTION TO SINK FAUCET - 9 WITH ACCESS PANEL. ASSEMBLY. 24� ROUTE GAS SUPPLY UP THROUGH ROOF FOR CONNECTION TO O6 ROUTE COLD WATER SUPPLY DOWN IN WALL FOR CONNECTION 10 ICE MACHINE THROUGH 16 ROUTE HOT AND COLD WATER DOWN IN WALL FOR CONNECTION TO HAND SINK. ROOFTOP PACKAGE AC UNIT. PROVIDE GAS COCK, PRESSURE GreenburQRd.10M REDUCING REGULATOR AND UNION. BUP2003-00294 FILTER. 25 ROUTE NON-POTABLE COLD WATER UP TI-(ROUGH ROOF FOR 1 FLOOR PLAN - PLUMBING - WATER/GAS �, / zsot 57 17 ROUTE HOT AND COLD WATER DOWN IN WALL AND PROVIDE ROUGH-IN FOR CONNECTION TO i--� _-- O7 ROUTE HOT AND OR COLD WATER SUPPLY DOWN IN WALL FOR CONNECTION TO EQUIPMENT. FAUCET ASSEMBLY. w. -- --- -------- CONNECTION TO EVAP COOLER. PROVIDE INSULATION AND HEAT „ vv.vvv ww.�wvwvv . v-i iw 1/4' 1 0" Contact p ® ROUTE GAS SUPPLY LOW IN FURRED WALL TO +18" A.F.F. AND PROVIDE GAS COCK AND UNION 18 SEE 9/P4.2 FOR CONDENSATE DRAIN PIPING AT ROOFTOP HVAC UNIT. NAPE ON EXPOSED PIPING. SEE DETAIL 8/P4.2. GARY RYBERG Fa C FOR CONNECTION TO EQUIPMENT, SEE DETAIL 4/P4.2. (SIMILAR) LOCATE SHUT-OFF VALVE AT 1 -��-�vV.� .�v.... �w�� .. moi. �✓.M� �i.�.�.'� .�- Project "� v IA FRONT OF EQUIPMENT. 19 ROUTE GAS SUPPLY DOWN IN WALL TO +18" A.F.F. AND PROVIDE GAS COCK. PRESSURE 26 PROVIDE NEW FIXTURE. CONNECT TO EXISTING HOT AND COLD -- coos olbv e N N x WATER SYSTEM. — rr REDUCING REGULATOR AND UNION FOR CONNECTION TO EOIIIPMENT. SEE DETAIL 4�P4.2. INT/d NA�NC O PROVIDE AND INSTALL CAS SHUT-OFF SAFETY SOLENOID VALVE, AND PRESSURE REDUCINGREGULATOR BELOW CEILING. INTERLOCK SOLENOID VALVE WITH HOOD CONTROL PANEL FOR 2Q t7 ROUTE GAS SUPPLY DOWN FOR CONNEC110N Tp EQUIPMENT. e N o t w e e I INSTALL NEW BALANCING VALVE IN EXISTING HOT WATER RETURN PIPE. VERIFY EXACT SIZE PROVIDE GAS COCK, PRESSURE REDUCING REGULATOR, AND UNION O < <\, F RE CONDITION SHUT-DOWN. AND LOCATION OF EXISTING PIPING PRIOR TO TOUGH-IN OF ;JEW VALVE.. Z ?OB 5 W. 3RD AVE., SUITE 400, PORTLAND, OR � l ... 97204 ------- - - rc ' A tl 7 FII r. RPn,) ei wn mIT nF_17. n3 r'U 1r;-r,P RY TONYW PIr)T•na-17-n� im tri'r,R NOTICE: IF THE PRINT OR TYPE ON ANY III l I Ili i l I Ili i l I i l I I I l l i III I I I I I I I I III I I1 1 I1 III III I I I I I I III III III III I I I I I I I I I I III IIII 1 l l l l l l I I I I I I I I l I�I I I I l 1�1 III III III III IIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I 11 I I I � I I I � I � � 4 I I I � I I I B I I I � I I � I � I I I I `G�� � �UD _ .1�_ �.-- ------� . y , 11'IS DUE TO THE OUALITY OF THE "°'e ; ORIGINAL DOCUMENTR8L LZ 9L Z bL ElZ -1; tL Oi; 8t Bt�LT 9�l 9t 6t ST LT TT T 8 8 S L [11-11,IIII1-111161181 IIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII lllllllll ILIIIIIIIIIIIII;II�lllllllllllllllllll IIII IIII Illllilll�lll IIIIIIIIIIIIII IIIII�III III ►IIIII 1 I►(((IIII lllll�lll ►1►�IIlI►III►(IIII lllllllll ull llul,il II 1111�1i111W lillll�., Illl►N11! , I t V I Q Q T_ 8 15 GT 1 P4.2 --------f- --, aV r- SD— I I ♦ iso Q I i% = A N REFRIG€RAT IpN_CQNGEN51NCa-UNIT — ' `^ J ✓ERIF1 ON ROOF ' — *�' — - -- -- SD w 13. 4VTR 4 _ - - - - - - - - -- - - - -- � I L I I "VTR ___ .. . _ ,, -• , , , - __ Ii I 1 GI GI - 3 FQ 1 77-1- ELECT cuRtb -- 3 43 3" - _. ... -051)05 r - • - I 3/4-CD 14 • C14FS 1 - -;- - l I : 2. i °-3" 3» � !; 2"VTR 46 -orII ------ - - - 1 _ 1 -- - _ 2"V 12 - -2» 4"W �� — - - -- - - - -- - - 2"W 7---- - - -- - - - - --- - - -_ _ -_ -- - — - - _-_ - -- - - -- - --- - --- - - - -- - - - - - { -- - - - - _ -- -- - �..��' - 3 --._- - Q -- -- i-V 02 - -- 3" - - 4�l}�cf� �cf -- 6"PWC I „ 12 7 7 101 w • L2 V 6 4 W---- ---- $ 104 7 3" VC; 4• - ---- IOku �9 10 - -' - 20 5 - I 2 6 PVC S-1 -_- -- 9 8 I SS I �, NUD DR. 196 3 - - — ---+ I ( ) _.__.—__— _— --�...- ,-Ll 11.1 l �— • . w - 2 GI� " .iEBEB III 1 I I — 't , // �� \ V 'v•• Q4 P ----- -- [,"— , ,� 117 5 5 122 L_— - --- - -- - I 118 i // -i��; I h� `` I ` : ✓�>AecoN - 1 4" ' ��v v� y 17 _ -_- - I 1 - -- - --- --. - ------- � VTR i 3" � : h'y — . -- r r � � ; \ 1 2�� �\` S M�� Q _..� ----- 7 2"VT'fj 8 8"PVC I n • - 7 3»W -- - ' ._ A-------- 133 140 13 U 143 5 - (2) 6-PVC 6I i F - 3 116 I 119 ' 3_ 13 � ,��- �� II'- � ,_ ____ - - _ - 168 FS-1 ' I 1 0.51 169 1 L J \ --- ---- y 3' �1 / 17Q V IT 1 �` M 172 _ ,;id w 8"PVC I I - t,- 198 6 (4) 6"PWC O �A J L]C IT D Ea co / Iell 177 000 000 ti i - -- v) - - - - - - - - ROOF DRAN & INTERIOR DOWN SPOUT Ln 712 ILIJ 111 11 __i__ C C <\ Ex 'S MW 771 F 0 C El 0 J I _ET T-J CC ) C i I I, _ _ I ',-��I - _-� (TYP.3)EL -1 I ) 0 1-1/2"V - r 00 z = 2"W 'x' 4" L. HUB JUST ABOVE -- �' N\l i GRgDE TO RECEIVE D.S. �- _-_- -- -- - - __ - - - -- - -- _-� - Cq NOTES THIS SHEET _ - _ - - -- - - - - - - _- - ---- - -- - - - - - - z LLi O1 ROUTE VENT PIPING UP THROUGH ROOF AND VENT TO `6 ROUTE PVC PIPING BELOW SLAB OR FUTURE- -_ - __ -�F -- (640 SOFT.) Q ATMOSPHERE ABOVE PARAPET WAIL. PROVIDE AND INSTALLATION OF BEVERAGE, BEEF# TUBING BY LOCAL - INSTALL CODE APPROVED WATERTIGHT ROOF FLASHING VENDOR. INSTALL PVC PIPING USING EXTRA LONG 13 PROVIDE INDIRECT WASTE PIPING FROM - - I I ��- I-_ �lI 9 4"SDCL aw IN ACCORDANCE WITH ARCHITECTURAL DETAIL AND SWEEP ELBOWS. COORDINATE EXACT ROUTIN" WITH EQUIPMENT TO AIR GAP DISCHARGE INTO I I _ I _ _ _ _ _—J--_.__ -__ W Z DETAIL- 3/P4.2. ELECTRICAL, MECHANICAL, STRUCTURAL k i AVOID EXISTING FLOOR SINK. VERIFY EXACT SIZE AND I I - �'- 0 INSTALLATION IN EXPOSED CEILING AREAS. LOCATION C,= FLOOR SINK AND INDIkEC7 DRAIN U U o Q o 2 ROUTE VENT PIPING BELOW FLOOR, THEN UP IN WALL /�1 CONNECT NEW SANITARY WASTE PIPING TO EXISTING WITH EQUIPMENT SUPPLIER PR:OR TO I_ 3 r A5 SHOWN. ROUGH-IN. ---- _ - --__--- -_..-__---.- _-_-_- N BELOW FLOOR. VERIFY EXACT SIZE, LOCATION AND INSTALL FS-1 AND/OR FS-2 AND PROVIDE INDIRECT INVERT ELEVATION OF EXISTING PIPING PRIOR TO 14 ROUTE CONDENSATE DRAIN DOWN IN WALL AND WASTE PIPING FROM EQUIPMENT TO AIR GAP ROUGH-IN OF NEW PIPE. DISCHARGE INTO FLOOR DRAIN. -- DISCHARGE. VERIFY EXACT SIZE AND LOCATION OF v��.��•,��. �... ..-�� v __T` - - 8 INSTALL_ NEW PRE-MANUFACTURED CONCRETE GREASE FLOOR SINK AND INDIRECT DRAIN WITH EQUIPMENT �5 CONNECT 3" BELOW GRADE SANITARY VENT -- INTERCEPTOR IN ACCORDANCE WITH THE STANDARDS �� SUPPLIER PRIOR TO ROUGH-IN. ALL UNDERGROUND Qt PIPING TO OUTLET LINE AS WELT. AS / PIPE FROM FLOOR SINK FOR FIRST 10 FEET TO BE OF LOCAL AUTHORITIES. COORDINATE INSTALLATION Al --� 200 DEGREE TOLERANT AT BRASSIER, KETTLES, AND WITH STRUCTURAL FOUNDATION PRIOR TO EXCAVATION. INTERCEPTOR VAULT IN ACCORDANCE VNTH THE -----'-'"�-� DISHWASHER. WITH STRUCTURAL - TION �PRIOR TO EXCAVATION. STANDARDS ITF LOCAL AUTHORITIES. y O4 FURNISH AND INSTALL. INSULATED REFRIGERATION COIL CONNECT NEW STORM DRAIN PIPING TO EXISTING BELOW FLOOR. VERIFY EXACT SIZE, LOCATION AND Greenbu CONDENSATE DRAIN PIPING AND COORDINATE ALL NECESSARY WALL PENETRATIONS WITH EQUIPMENT INVERT ELEVATION OF EXISTING PIPING PRIOR TO m Rd,10350 SUPPLIER. ROUTE SAME SIZE AS CONNECTION SIZE. ROUGH-IN OF NEW PIPE. -- _ -- -- - SQ -_- ---_ -_- _-�. _ _ -- -- - SD - --- -- ---- - -- G o ea QI � BUP2 03.002 - — --- - SD-----� 30 1 57 SLOPE TO DISCHARGE LOCATIONS AS REQUIRED. 10 PROVIDE DOWNSPOUT STUB WITH CLEANOUT. Contact 10 GARY RYBERG 9 O O ROUGH-IN WASTE AND/OR VENT PIPING AS REQUIRED 11 ROUTE CONDENSATE DRAIN DOWN IN WALL AND Project 0 o rj� FOR CONNECTION TO FOOD SERVIC[ EQUIPMENT. O T 1 FLOOR PIAN - PLUMBING WASTE -f- VENT N _ N VERIFY ROUGH--IN REQUIREMENTS WITH FIXTURE DISCHARGE INTO FLOOR DRAIN. -__ - --- � � 20030169 0 CONTRACTOR PRIOR TO ROUGH-IN. SEE SCHEDULE12 CONNECT NEW SANITARY VENT PIPE TO EXISTING 1/4" = 1'-0" SHEET P4.0. I N T I R F A C I ABOVE CEILING. VERIFY EXACT SIZE AND LOCATION OF EXISTING PIPING FRIOR TO ROUGH--IN OF NEW ENGINEERING a O PIPE. 708 SM.3RD AVE.,5G1TE qoo,PORTLAND.OR 97204 � PHONE 503.382.2266 FAX 503.382.2262 O 0 7 FILE: 0169P63 dwa ErJ;T: 06-18-03 0 08:06 BY CARY PI.OT:06-18-03 0 08:06 -'9C^•"'Y: .:=i.n.1. •..,q ,.P.0 -. ,.'..... -..:., Wk4Xh<a'r1i�lwi•ri,..,,.eMsbdiFt,T.":kr•Mncra:.tWfl:'k�PMmtilrggs:7NiW"IY�:IMGS,n:i6rAMiptSA�HUC'ier�+tTnvfv:+::d".✓z.t•.'.rnwwrl•y.n,m t--ww.?we-,n.,,,,: . • NOTICE: IF THE PRINT OR TYPE ON ANY TTI III III III III III III 1 1 11 1 III I I I I I I I I i I I II r I t r1 I t I r t I l l l l I t III III !11 III III 1 1 1 1 1 1 1 III III I I l I I I I I I I I I I I I I I l I i l I I l I I l�I 111 III III III V I I I �, 4 � 1 ► � � I � � � �r ► I � � � II � ► I �b � l �i� � l �� ��� ��. �, aoo , IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF TNF _ N036 '"� -" "}`�� m" +y ORIGINAL DOCUMENT E-8Z 8Z LZ 9Z Z 4Z EZ Z IL OZ 8i Bi LT 9t 4I ft Ei Zt it l 8 8 L 9 9 it E Z T i �� - Ilil ILII ILII ILII IIIIIIIII ILII IIIIIIIII IIIIIIIII IIIIIIIII ILII IIIIII!IIIIIII�III III�IIIIIIII I Il lllilllllllll !III 1111 Illl�llil ILII illl ILII IIIIIIIII I11111111111111111111i1111111 IIIIIIIII I�I�I►lll ll�ll�llllll�lll _ L�11111I1L11I11 IINI�I l:. r M LI Q5 Q M 21 N pp- E � C + > a G In =" - --------._ - � __ -- - f'- - 2000 OP•C ----- ---------- --_---------- ._.----- -- -1pY�MC _-. ._-_-_ - • L" 0 G I� PLUMBING FIXTURE SCHEDULE GAS LOAD CHART GREASE INTERCEPTOR z t FIXTURE UNIT CALCULATION 3 - ------- a�cTK)N - - -- - _SIZING CALCULA TIONS: _ -- } = CL in M SYMBOL - - CIESCRPTION -- -- - (.'W --- _ _ ITEM DESCRIPTION LOAD INPUT CONNECTION SIZE rA --' - - -- FIXTURE UNIT EACH FIXTURE UNIT 'TOTAL CALCULATIONS PASED ON: UTILITY VAULT PRECAST INTERCEPTOR SURVEY V ET-1 EXPANSION TANK: WELDED STEEL CONSTRUCTION, DIAPHRAGM --- --- 1^ ---. 43 STEAMER 62 MBH 1/2" - I 1997 UPC "APPENDIX H" DESCRIPTION _ QTY. CW HW WASTE CW HW WASTE _ -_ LU TYPE, SEPARATE WATER RESERVOIR, PRE PRESSURIZED, 1APM0 ASPE CHAPTER 13 ) E' WATER CLOSET 6 5 - 5 30 - 30 -44 CONY. OVEN (2) 55 MBH (EACH) - 1/?." � S CERTIFIED. 4.8 GALLON VOLUME, ' GALLON ACCEPTANCE _ 1. DESIGN CRITERIA URINAL 2 4 - 4 8 _ 8 45 BURNER -- 40 MBH 1/2 - A. 1 FIXTURE UNIT (FU) = 7.5 GPM ` a R MARKS: INSTALL PER MANUFACTURER'S RECOMMEND NS. T 47 BRAISING PAN 1 04 MBH 3/4" B. DETENTION TME = 10 MINUTES I FD-1 FLOOR DRAIN: CAST IRON BODY WITH ADJUSTABLE ROUND _ 3 2 --- ___ LAVATORY -- 5 1 .75 1 5 3.75 5 (1 ,I " " _ 48 KETTLE 52 MBH 1/2 2. FIXTURE CONNECTIONS" POLISHED NICKEL BRONZE STRAINER. METAL STRAINGERS. SERVICE SINK 1 3 2.25 3 - 3 2.25 3 409 SALAMANDER KETTLE 100 MBH - 3/4" A. SCULLERY 3--COMP. SINK: 1 4 3FU = 3FU TRAP PRIMER CONNECTION _ - B. PREP SINKS: 1 0 3FU = 3FU 005-A.. FLOOR DRAIN 8 -' - 1 -_ - -8 79 GRIDDLE 60 MBH 1/2" C. SINK: = 3 0 2FU = SFU J.R. SMITH _ O D. FLOOR SINKS (3FIJ): DISHWASHER = 1 0 3FU = 3FU L-1 LAVATORY: UNDER COUNTERTOP, VITREOUS CHINA 1-112" 11-1/2" 112" 1/2" FLOOR SINK 1 3 - - 1 - - 1 3 E. FLOOR STINKS (1 FU): = 4 0 1 FU = 4FU (83 FRYER 160 MBH _ 1" F. FLOOR DRAINS/TRENCH DRAINS/TROUGH: = 7 0 1FU = 7FU AMERICAN STANDARD 0406.221 "OVALYN" - "- FAUCET: METERED, SELF - rLOSING, TEMPERED WATER, HAND SINK 5 2 .75 1 10 3.75 5 84 GRIDDLE 120 MBH 3/4^ G. MOP SINK = 1 TOTAL SFU_= FU _ -__ -- -- -- -- AL_ = 29FU f 4" CENTER SET, TEMP, LIMIT STOP. PROVIDE SYMMONS 4-108 90 BURNER 60 MBH 1/2" 3-COMP. SINK 1 4 S 3 4 3 3 SYMMONS S-60-G-H. FLOOR SINK119 DISHWASHER - 46 MBH 1/2" FITTINGS: 1-1/4"X1-1/2" P-TRAP, SUPPLIES, STOPS, HANDICAP (COMMERCIAL) 2 _ _ 3 _ - 6 - 29FU x 75GPM = 217.5 GPM x 10 (MINUTE DETENTICN) 2175 GALLONS INSULATION KIT. 124 BOOSTER HEATER 200 MBH 1" -- - DISH WASHER 1 -- 4 4 - 4 4 - USE 3100 GALLON INTERCEPTOR L-2 LAVATORY: WALL HUNG, VITREOUS CHINA, 20"X18" 1-1/2' 1-1/2" 1/2" 1/2" 3/4- FAUCET HOLES ON a' CENTERS. PRE-RINSE 2 4 3 - g 6 _ 152 ROTISSERIE SSER I E - 1 23 MBH 3/4" (E)WH-1 WATER HEATER (EXIST. 199.9 'A8H 3/4" AMERICAN STANDARD 0355.012 "LUCERNE -- - - 1 I P PREP. SINK 1 4 3 3 4 3 3 (E)WH-2 WATER HEATER (EXIST. 199.9 MBH 3/4" NO POP UP DRAIN. METAL STRAINER. FILLER FAUCET 2 1 .5 1 3 2 (E) AC-1 ROOFTOP A UNIT 125 MBH 1/2" WATE�� CALCULATIONS - _ -. SYM1�10NS 5-6U-G-H. PROVIDE SYMMONS 4-10B (EXISTING DIPPER WELL 2 1 .5 - 1 3 - 2 E AC-2 ROOFTOP AC UNIT 125 MBH - 1/2" - FITTINGS: 1-1/4- BY 1-1/2- P-TRAP. SUPPLIE., AND STOPS. ,- (E) (EXISTING _ HANDICAP INSULATION KIT. TEA MAKER 1 1 .5 - 1 1 .5 - 1 MV-1 MIXING VALVE: MECHANICAL TYPE. ___ ___ (E} AC-: ROOFTOP A.0 UNIT 125 MBH 1/2" MAXIMUM CW DEMAND: � F.U. _ §� GPM SIMMONS -1 COFFEE MAKER 1 1 .5 - 1 1 .5 - 1 AC-4 ROOFTOP AC UNIT 120 MBH 1/2" MAXIMUM HW DEMAND: 39.25 F.U. _ GPM p p�pFFG PRV-1 PRESSURE REDUCING VALVE: DUMP SINK 2 3 3 2 h 6 4 AVAILABLE PRESSURE: JQQ PSI, STATIC 1-1/2" F-1 FURNACE (EXISTING) 400 MBH 3/4" WATTS ACV-115. --- -- --- PSI, RESIDUAL - DESIGN 7 DISPOSER 1 1 - 3 1 - 3 F-2 FURNACE (EXISTING) 225 MBH 3/4" ZQ PSI, PRESSURE REGULATOR SET �!N, OREGON SS-1 SERVICE SINK: 24"X24"X10", MOLDED STONE, STAINLESS STEEL 3" 2_" 1/2" 1/2" _ - `O ��y 12 ICE MACHINE 1 1 .5 - 2 1 .5 2 F-3 FURNACE 120 MBH 1/2- HORIZONTAL PIPE LENGTH, TAP TO LAST FIXTURE: JZ2 FT. by FLAT STRAINER, MUSTEE 63P WITH 63.401 VINYL. RIM GUARDS. - _ -- A MCM TOTAL CONNECTED LOAD = 2876.8 MBH VERTICAL RISE, TAP TO HIGHEST FIXTURE: FT. MUSTEE 65.700 HOSE AND BRACKET, 65.600 MOP HANGER GLASS WASHER 2 2 .75 2 4 1 .5 4 rFXP �-. 3� FAUCET: HOSE END SPOUT TYPE WITH INTEGRAL VACUUM BREAKER FLOOR DRAIN TOTAL DEVELOPED LENGTH = 225'-0" �j TOTAL LENGTH PIPE X .20 FOR FITTINGS: FT. (EMERGENCY) 3 -- - 0 -- 0 AT 2 LB DELIVERY PR ESSU ^ �� ADJUSTABLE ARMS WITH INTEGRAL STOPS AND WLL BRACE. - -- - - - 89 CP - - TROUGH - 4 - - 1 - - 4 TOTAL FT. 0 CHICAGO BUILDING HEIGHT .12 FT. X 0.434 =,5,2 PSI STATIC LOSS. u Z I BP_1 REDUCED PRESSURE B1,CKFLOW PREVENTER: CARBONATOR, ---- --- 1/2" --- TOTAL = 93.5 33.25 111 WATTS 1/2" No. 00907 WITH WATTS 909AG, AIR GAP FITTING. STATIC GAIN, 6 FT. X 0.434 =�,¢ PSI. � O BP-1 REDUCED PRESSURE BACKFLOW PREVENTER. --- --- 3/4" --- 1-1/2" TAP LOSS 1.78 DESIGN PRESSURE = ZQ PSI � L.Ld tiae WATTS 009QT\WITH 909AG 1-1/2" METER LOSS 10.0 TOTAL LOSS = 4$.38 PSI � CL]1� FS-1 FLOOR SINK: 12-1/2" TOP, 6" DEEP, 3^ 2" --- ---- N/A STATIC LOSS 5.2 DIFFERENCE = 21.62 PSI GC I 1/2 GRATE, ALUMINUM DOME BOTTOM STRAINER N/A STATIC GAIN 2.6 D PRIMED, COMMERCIAL ENAMEL 906-3 ^ N/A FIXTURE 30 m FS-2 FLOOR SINK: 12-1/2" TOE, 10" DEEP, OR 4 2" --- --- (aENERAL NOTES 2" BACKFLOW DEVICE LOSS 4 Z 1/2 GRATE, ALUMINUM DOME BOTTOM STRAINER A CONDITIONS SHOWN ON THE PLANS RELATIVE TO THE WORK TO BE PRIM COMMERCIAL ENAMEL 910-3 PERFORMED ARE BASED ON THE BEST INFORMATION AVAILABLE BUT 48,3.$ TOTAL LOSS LLJ ARE SUBJECT TO VERIFICATION. VERIFY LOCATIONS AND ELEVATIONS OF MAX. PSI W a' -1 WATEREXISTING i MAIN. --- UTILITIES TO BE CROSSED OR CONNECTED. CORRECT DEFICIENCIES PSI DIFFE"FENCE 21.62 DIVIDED BY TOTAL. LENGTH (FT.) 211 X 100 = 10.15 DROP PER WATER CLOSET: EXISTIN'3 FIXTURE TO AIN. 4" __ CAUSED BY FAILURE TO PERFORM SUCH VERIFICATIONS AT NO EXPENSE oe - TO OWNER. IMMEDIATELY NOTIFY ARCHITECT AND ENGINEER OF 100 FT. PIPE. U-1 URINAL; EXISTING FIT TO N. 1-1/2" 3/4" ___ CONDITION IN CONFLICT WITH THE PLANS. -_ _ V _ I 1-1/2„ 3 4„ --- B PROVIDE PIPING, EQUIPMENT, AND MATERIALS IN ACCORDANCE WITH H-•1 WATER HEATER: EXISTING FIXTURE TO REMAIN. --- --- 1-1/2" 1-1/2" APPLICABLE PLUMBING CODE REGULATIONS AND STANDARDS. AUTHORITIES HAVING JURISDICTION, AND AS OTHERWISE RECOMMENDED F H-' WATER HEATER: F1Xj R TO REMAIN. --- --- 1-1/2" 1-1/2" OR DIRECTED BY MANUFACTURERS. C PROVIDE GAS SHUTOFF VALVES, PRESSURE REGULATORS AND UNIONS (OR CODE APPROVED APPLIANCE CONNECTORS) AT CONNECTIONS TO RESTAURANT FIXTURE CONNECTION SCHEDULE ALL GAS-FIRED EQUIPMENT. PROVIDE REGULATOR RELIEF VENT PIPING TO ATMOSPHERE WHERE REQUIRED BY CODE. _ Q D COORDINATE INSTALLATION OF PIPING BELOW AND ABOVE GRADE WITH - - �CT�WE - -- M U 1 STRUCTURAL COMPONENTS AND OTHER SYSTEM INSTALLATIONS. SYMBOL FIXTURE CTAS CW _- -- --- 07 EVAPORATOR COIL _ 1" ROUTE DRAIN TO FLOOR SINK C E PROVIDE CLEANOUTS FOR SANITARY WASTE SYSTEMS WHERE SHOWN 12 ICE MAKER -- 1/2. -- -- _ 1" -- ROUTE DRAIN TO TROUGH_ �- AND AS OTHERWISE REQUIRED BY CODE. r 13 FILTER -- 1/2" -- -- -- -- ROUTE TO ICE MACHINE F DO NOT SCALE THESE DRAWINGS. OBTAIN SPECIFIC INFORMATION 14 TROUGH -- -- -- - 3" -- -- -- CONCERNING DIMENSIONS, LOCATIONS AND REQUIREMENTS OF STORE 20 MOP SINK _ -- 1/2" 1/2" 3" _ -- 1-1/2" SS-1 - _ PIPING LEGEND FIXTURES, DRAINS, EQUIPMENT, ETC. FROM SAFEWAY FURNISHED 29 TWO-C_OMPARTME_NT SINK -_ 1/2" 1 2 -- 2" --_ __ ROUTE DRAIN TO FLOOR SINK - FIXTURE CUTSHEETS/FIXTURE LAYOUT PLANS AND ARCHITECTURAL 31 HAND SINK - -- - 1/2" 1/2" 1-1/2" -- 1-1/2" PROVIDE SYMMONS 4-10B SET AT 110F DRAWINGS. - -- ��_�__ - ------ -- - - --- -- - ------ - -_-.-_-.___ _- -_-- -- 42 FILTER -- Ile -- -- -- -- _ ROUTE TO STEAMER COLD WATER G LOCATE ALL VALVES FOR SERVICE ACCESSIBILITY. VALVES INSTALLED 43 STEAMER 1 2" 1/2 -- 2" -- 62 MBH, ROUTE DRAIN TO FLOOR SINK ABOVE CEILINGS SHALL BE WITHIN 18" OF CEILING. _ 46 TROUGH -- -- -- -- 3'- -- ! - -- - HOT WATER -- -_--`- ---_ -- - -- �- --- -- `-- - w' 44 CONV_. OVEN _ -__ 1/2 _ (2) 55 MBH _ _ _ _ i ` H NO WATER, SEWER, GAS OR VENT PIPING SHALL BE INSTALLED WITHIN 45 BURNER - 1 2 40 MBH ---- HOT WATER RETURN ANY INSULATED COOLER OR FREEZER WALL. - 47 BRAISING PAN 3/4 1/2" 1/2" -- 104 MBH BH ---�- PIPING BELOW GRADE 49 - KETTLE - - - ----------ETTLE 3�4" /_T 1 - -- - _-.-_ g00MMBH -- - ---- _-. - -- \ I INSTALL ALL OVERHEAD PIPING AS CLOSE TO STRUCTURE AS POSSIBLE i IN AREAS WITH EXPOSED ROOF STRUCTURE. ____ - " - - - - - - - - - - - - VENT 51 TROUGH -- -- -- -- 3 - -------- ------- ---- �� I ---- ----- -- J REFER TO MECHANICAL SPECIFICATIONS FOR SEISMIC RESTRAINT 88 PRE-RINSE -- 1/2- BEVERAGE 2 �2� -- -- _ _ _ _ _ -----________ -- BEVERAGE LINE REQUIREMENTS FOR ALL MECHANICAL PIPING AND EQUIPMENT. - 67 -- -- 67 CUTTER MIXER -- -- -- -- 1" -- ROUTE DRAIN TO FLOOR SINK 69 BLAST CHILLER -- -- -- -- 1" -- ROUTE DRAIN TO FLOOR SINK------- REFRIGERATION INK _ _--`REFRIGERATION LINE K MECHANICAL .ONTRACTOR TO FURNISH AND INSTALL ALL VALVES, 7 --- - CREAM --- - - - -- -- TRAPS, STRAINERS, BACK FLOW PREVENTERS, ETC. NOT FURNISHED BY 72 ICE CREAM CABINET - -- 1/2 1 2 -- 100 _- -ROUTE DRAIN TO FLOOR SINK EQUIPMENT SUPPLIER, BUT NEEDED FOR PROPER EQUIPMENT -_79 -GRIDDLE --_ 1/2' -- -- -- -- -- 60 MBH -- - 160 MBH WASTE, BELOW GRADE OPERATION, 83 FRYER 1" -- -- "- - _ __- LLJ 94- -- GRIDDLE -- - -3/4" -- - -- -- -- -- 120 MBH- - - _ O -G1_ GREASE WASTE, BELOW GRADE L REFER TO ARCHITECTURAL DRAWINGS FOR HANDICAPPED REQUIREMENTS. -- -- ---- -- - 90 BURNER 1/7. -- -- -- -- -- 60 MBH ___ A 82 BREADING PAN -- -- -- -- 1" ROUTE DRAIN TO FLOOR SINK _ W Q M ALL FLOOR SINKSANDOTHER INDIRECT WASTE RECEPTORS SHALL BE - - __ __ __ __ M -- - ROUTE DRAIN TO FLOOR SINK - _ LOCATED WHERE THEY ARE READILY ACCESSIBLE FOR INSPECTION AND 95 MAKE--UP TABLE _- -1 - __ --__ U WASTE, ABOVE GRADE CLEANING 99 FILL FAUCET - -- -- 1/2`-- -- 1" -- (2) ROUTE DRAIN TO FLOOR SINK 1 -__- ' __ __ __ --- - --- -_ ------ --- --- NPC - NON-POTABLE WATER N PAINT ALL EXPOSED GA`; PIPING WITH ONE COAT OF RUSTOLEUM PAINT. 101 MAKE-UP TABLE __ -- -- -- -- 1" ROUTE DRAIN TOROUTE DRAIN FLOOR SINK �!^ COLOR BY ARCHITECT. -108 -COLD PAN02 SOUP E---_ ____-- __ __ __ __ '-�»-- - ROUTE DRAIN TO FLOOR SINK V) D CONDENSATE DRAIN - --� -----_--' - `- - - p REFER TO KITCHEN CONSULTANT DRAWINGS FOR EXACT LOCATION OF 118 -_ SOILED DISH TABLE -- -- -- -- 2"_ _�- ROUTE DRAIN TO FLOOR SINK - Q ALL FIXTURES DRAINS AND EQUIPMENT AND EXACT DESCRIPTION AND 117 PRE-RINSE -- 1 2=1- 1 2 -- -- -- G- NATURAL GAS - T ---- --DISPOSAL''-- ... .-------._. " - ------- ----- - - ROUGH-IN REQUIREMENTS OF ALL KITCHEN EQUIPMEN . BEING 118 -- 1 2 -- Lli 2 -- �-1 2 _ __ -. Q --_- CONNECTED T0. - ------------------ -- ------- --- - -- --- I STORM DRAIN BELOW GRADE 119 DISHWASHER 1 2" -- 3/4" -- 2" -- 1BOF SUPPLY, ROUTE DRAIN TO FLOOR SINK 46 MBH p SHUTOFF VALVES TO BE INSTALLED IN ALL WATER AND GAS PIPING AT 122 TROUGH -- -- _v- -- _3" -" -- ------- - -= 14OF SUPPLY. 200 M8H -- - - z c LOCATIONS SHOWN, .AND WHERE NEEDED TO PROVIDE ADEQUATE ZONING 124 BOOSTER HEATER _ -1"-- -- 3/4" --- -- _ _ �_ CLEANOUT FOR SERVICING PIPING AND EQUIPMENT. PROVIDE ACCESS PANELS IF 127 REEL RINSE _ _ -- -1_2 _ -1 P2 - -- ""' -" _ _-_ -___ m Z WC=WALL, CO=FLOOR/GRADE CEILING AND STRUCTURAL CONDITIONS DO NOT ALLOW NORMAL ACCESS. 129 FAUCET -- -_3_/4� 3/4" -- -- -- COORDINATE EXACT TYPE AND LOCATION WITH OWNER AND GENERAL - _ I I FJ1 FLOOR DRAIN CONTRACTOR PRIOR TO ROUGH-IN. 130 3-COMPARTMENT SINK -- ___ -- -- -- - 2" -- 2" ROUTE DRAIN TO GREASE TRAP - _J t0 132 HAND SINK -- 12 1 2 _ 1-1/2 -- 1-1 2 PROVIDE SYMMONS_ 4-108 SET AT 11OF 0 �7 F FLOOR SINK Q CONNECTION SIZES TO INDIVIDUAL PIECES OF KITCHEN EQUIPMENT TO _133 WATER DISPENSER _ -- -1 _ _---_ 1M =_ - - ROUTE DRAIN TO FLOOR SINK BE AS SHOWN ON KITCHEN CONSULTANT'S SCHEDULE, UNLESS 140 CHEESE WELL _ _ _ 1 ROUTE_DRAIN_TO FLOOR SINK - -_-_---_-_-•-_- II_•_•__ .v---- VALVE (GENERAL_) OTHERWISE' NOTED THIS SHEET. 143 HAND SINK - -- - 1/2" 1/2_ 1-1 2- -- 1-1 2-- PROVIDE SYMMONS 4-108 SET AT 110F 145 _ ICE TEA_BREWER R ALL FLOOR SINKS SHALL BE ORDERED WITH 112 OPEN GRATES OR AS 148 ----{, BALANCING VALVE Al INDICATED ON KITCHEN DRAWINGS. --- - - -- - - - -- - ---- - - - 152 ROTISSERIE 3/4 -- -- -- -- 123 MBH - ^'`'�� LOCATE ALI_ VTR A MINIMUM OF 10'-05" FROM OUTSIDE AIR OPENINGS 188 COCKTAIL STATION -- -- _ -- _ _ -- 1" -- ------ROUTE DRAIN_TO FLOOR SINK - UNION S OF ROOFTOP HVAC EQUIPMENT. 169 - DUMP SINK -- 1/2-w-- 1/2� -- 2" - _-- ROUTE DRAIN TO FLOOR SINK - - -- - - _ - - 1-1 2 -- 14OF SUPPLY, ROUTE DRAIN TO FLOOR SINK 170 GLASS WASHER _ _ -- ---- -----3/4M ------ _ _ CAPPED PIPE T ALL FLOOR DRAINS AND FLOOR SINKS SHA_L HAVE TRAP PRIMER - 172 DRAIN BOARD - __ -_ __ -__ _ 1» - -_ R_ -- -. -- - - Rd,10350 ROUTE DRAIN TO FLOOR SINK - GreenburTa CONNECTIONS IN ACCORDANCE WITH THE STANDARDS OF LOCAL ---- -- �- --- - -- __ __ 1" -- ROUTE DRAIN TO FLOOR SINK BUP2003.00794 174 DRAIN BOARD _ AUTHORITIES. -- ------- -- ---- __ _ __ -____- --- �- - -------- --_-.- --- --- -- - ------ 31 of ��' POINT CF CONNECTIO14 177 BLENDER STATION -- 1� 1/2 -- 1-1/2 -- ROUTE DRAIN TO FLOOR SINK _ I .W. INDIRECT WASTE U ALL DETAILS ARE APPLICABLE EVEN IF NOT SPECIFICALLY REFERED TO 1_78 ICE BIN -- -- -- 1"-- -- ROU - K -_ -� G Contact 0 TE DRAIN TO FLOOR SIN AT EACH LOCATION. 180 - ESPRESSO -- _--^_-_ -_ - 1/2 + - -- -_ - -� - -.-. _--- ---- ARI' RYBERG (� O --------- --- (E) EXISTING 186 BEER TOWEL _-_ - -- -- -- -� 1" - -- ROUTE DRAIN TO FLOOR SINK_ Prclact 198 EVAPORATOR COIL COOLER) -- --- -- -- 1" -- ROUTE DRAIN TO FLOOR SINK - 2003-0169 p 198 PVC BEER LINE - -- _- ---- -- _ (4) 8-INCH PVC SLEEVE t N t e R PA C 8- `� O - R ENGINEERING ._ Z 7o8 S.W.3RD AVE.,SUITE 400,PORTLAND,OR 92204 PHONE 503.382.22(,6 FAX 803.382.2262 O � I FILE: 0169P40.dwq EDIT: 06-18-03 0 08:09 BY GARY PLOT:06-18-03 0 08:09 NOTICE IF THE PRINT OR TYPE ON ANY l r III III III III III III I I III III III I III III 111 III III III III I I III III III III III III III'III III III III I I III T I I III I I III III III I I III III IIT III III III ! IMAGE IS NOT AS CLEAR AS THIS NOTICE, _ -4- IMAGE _.__ IT IS DUE TO THE QUALITY OF THE _ No 30 R�=' y ORIGINAL DOCUMENT t9l, 8Z 9L L'1111111 9L L 48 S X iL OL 8T Bt Lt 9t 4T tt ST yt it t 8 8 L 9 9 i` E Z i ue IL11-1I►IIIIIII III1III►I1IIII ILII II►i IllIII►I►►III ILII I►II1IIII ►III�II� ILII I ILII ILII IIII�IIII ��II IIIITI�VIII I�II►I I�IIIIII IIS IIIIiI►II Il►��iI�III►�IIIIIIIII II�i1iI�I�i�hll�llll lillll►l � ___� ISI III il. 1. h� 74 �I 01 sty. t a Ln a;o C .y + > O Q QT N Q Ln 0 In 0 li Z'J op ,�---- CONNECT TO EQUIPMENT 3 m ry E''i o r+1 GROUT BOTS! SIDES d -DRAIN LINE -- -._- -GAS SHUTOFF VALVE LA CLEAR ACCESS OPENINGS �� - �— UNION U LIN EDED FLASHING, BENT w _ DIM "A" �_ FLOOR GRATE I VENT PIPE3" VENTMouNT 1" AFF. \ `REDUCER (AS REQUIRED.)D ROOF JACK FLASHING � SEE FLOOR PLAN FOR EXACT SIZE. w a a PRESSURE REGULATOR 24"0 24"0 AIR GAP =- 2 x "d" NG, CONT. TO TOP VENT TO OUTSIDE AS OF JACK FLASHING 0 o T •rte i o°n c°o o°o°o°o o °o o '' 4 ,• :. •.}'.. f• ' COORIDIND E ROUTING. 0°O O O O o°o°o o° •000 O 00 O I ,r, A , ;!. .'•.,,? r. A ° ° 000 - ° ° ° o ° ° ° ° j °O o o°O O 00 O O o O °O o O O O ,",� --- `+�''' .1 ,,•' ' L�.Y' . o° 000° o°o% \oa000° i ,t •:� •' f '�' i• '+t'1 , ; _ DRIP LEG -TEST TEE --LIFT OUT ALUMINUM . \- P.T. WD. NAILER \ 24"d SEDIMENT BUCKET y VENT PIPE HUB OUTLET SEE ARCH. DRAWINGS SLOT BOTH SIDES -PRECAST DIVIDER I PLAN VIEW COORDINATE WITH SLOPING GAS FIRED TR2 FLOOR SINK 3 PLUMBING VENT FLASHING 4 EQUIPMENT CONNECTION_TRAFFIC LOAD RATED PROVIDE MANHOLE STEP PARKING LOT ELEVATIONS LOCKING FRAME & BOLT 3/4" REBAR, 16" WIDE 4"- 2WAY `—' -- — -- --- -- DOWN COVER AIR & GAS GALVANIZED (TYP. 2) PROVIDE PROVIDE MANHOLE CLEANOUT NO SCALE NO SCALE No SCALE TIGHT (TYP. 3) RISER RINGS STEP TO GRADE FINISH GRADE 3" VENT AS REQUIRED -GRADE VARIES- I 6 I 6" 6" PIPE VALVE BOX 4" INLET -- ----4• ABS PIPING 6" PIPE LINE 3" TEE 4' ABS PIPING E, COORDINATE I.E. GROUT ALL AROUND E 6" OUTLET LINE WITH CIVIL ENG. BOTH SIDES ? a 2'-0" o -FEMALE ADAPTOR NTH K ETED THREADED PLUG PRDFf � INSTALL INTERCEPTOR & SAMPLING BOX ON - SLOT -6"x6" SANITARY �� ` tier' N 6E, �,�• COMPACTED 3/4" MINUS TEE ON ITS BACK 1 13a CRUSHED ROCK, 6" DEEP - 2/3 LENGTH --— 1/3 LENGTH— SECTION VIEW A - INTERIOR COATED WITH OREf nN 2 COATS WATERPROOFING 17 ; � I ti�R. M4M\G,t,P 1 GREASE INTERCEPTOR U.L. LISTED ELECTRICAL THERMOMETER WITH- MANUAL BYPASS. � UNION (TYP.) NO SCALE - TIMER. 24 HOUR �— CHECK VALVE (TYP.) SHUT-OFF VALVE HCP_I Z NOTE: CONTRACTOR 10 VERIFY DIMENSIONS FORSTRUCTURAL NOTES N.O.=NORMALLY OPEN (TYP.)(PALMER#35 AL) STORAGE TANK N.C.=NORMALLY CLOSED N.0. I _ --SHUT OFF VALVE (TYP.) Q 0 �1 INVERTS FROM GRACE. TO CENTERLINE. COORDINATE 1. CONCRETE: 28 DAY STRENGTH Vc = 4500 PSI 1-1/2" �+— 3/4" I O V 1 INVERT EL. VA71ONS WITH CIVIL ENGINEER. 2. REBAR: ASTM A-615 GRADE 60 3/4 - I 3/4" HOT WATER RETURN V 1 3. MESH: ASTM A-185 GRADE 65 HOT WATER SUPPLY EQUAL EQUA OL W O CONTRACTOR SHALL PROVIDE & INSTALL ALL INTERIOR 4. DESIGN: ACI-318- 83 BUCKING CODE (140-F MIN.) N.O. N.O. \--1-1/2" --1-1/2',\ N C COLD WATER SUPPLY p� PIPING IN GREASE INTERCEPTOR. ASTM C--857 'MIN. STRUCTURAL DESIGN �N- LOADING FOR UNDERGROUND PRECAST �TO DISHWASHER. 1 1/2"-�\ EQUA EQ N•0• SEE FLOOR PLAN ASME CODE RELIEF SHEET P F O 3 CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR CONCRETE UTILITY STRUCTURES' 1 f 2.2 OR APPROVAL TO LOCAL OFFICIALS HAVING JURISDICTION 5. LOADS: HS-20 TRUCK WHEEL W/30% IMPACT PIPE FULL SIZE TO-� N.O. N.O. CONTINUATION. PRIOR TO PURCHASE AND INSTALLATION. COMBINATION PRESSURE NEAREST DRAIN. 1 1/2" 0 OL r AND TEMPERATURE RELIEF - - - - 1" ® CONTRACTOR SHALL FILL INTERCEPTOR WITH CLEAN GALLON CAPACITY 3100 VALVE. T UNION (TYP.), FLUE (EXISTING) m WATER. ALL PIPING CONNECTIONS AND GRADE RISERS UTILITY VAULT 612-2-GA TO FLOOR SINK. /'^'�'�-- SHALL BE GAS & AIRTIGHT. DIM "A" 12'-10" _ _ DIM B 6'--10" — I�l,�,_,�,,,IF— BOOSTER I 3/4" GAS 1 =2 O MANHOLE STEPS (2 TYP.) SHALL BE INSTALLED AT 24'0 M /r''�� HHB I �1 (EXISTING) G (EXISTING` - Z ACCESS MANHOLE RISERS, AS NOTED (2 TYP.). DIM-�- '- CHECK VALVE.-/ / (EXISTING) W CONTRACTOR SHALL PROVIDE (1) ONE HOOK LADDER FOR WATER DEP111 DIM "E" 5'-11" STRAINER. � 3/4" EXPAN- W SION ACCESS TO INTERCEPTOR OF 3/4" DIA. RUNGS ON 12" PRESSURE REDUCING VALVE u u TANK pL CENTERS. SIDE RAILS SHALL BE 1-1/2"x 3/8" FLAT BAR WITH INTERNAL BACK PRESSURE HOSE BIBB (2-1/2"x 3/8" WHEN LADDER LENGTH IS OVER 12'-0") RELIEF. SET 0 20 PSI. DRAIN. + V SPACING 012", HOT DIPPED GALVANIZED. CONTRACTOR SHALL COORDINATE PURCHASE OF AND LENGTH OF HOOK v�.f �- DRAIN PANS— LADDER WITH INTERCEPTOR MANUFACTURER. PROVIDE LADDER `O OWNERS REPRESENTATIVE. ROUTE DRAIN TO TYPICAL FLOOR DRAIN DISHWASHER BOOSTER HEATER _ 6 GAS WATER HEATER o NO SCALE NO SCALE Ole Ln Q M V a — r- F— ' 1 SIZE TANK HGT ABOVE FLOOR # OF STRAPS LOCATION 66 GAL OR LESS 12" OR LESS 1 BETWEEN TOP 1/3 AND _ 1/2 OF TANK I ' 66 CAL OR LESS MORE THAN 12" 2 TOP-IN TOP 1/3 OF TANK % I BOTTOM-3" ABOVE OR BELOW ACCESS PANEL PROVIDE INSULATION 66 GAL TO 100 17_" OR LESS 2 TOP-IN TOP 1/3 OF TANK Q1 / AND HEAT TAPE. BOTTOM--3" ABOVE OR BELOW EVAPORATIVE COOLER ACCESS PANEL34' OUTSIDE AIR 66 GAL TO 100 MORE THAN 12" 3 TOP-IN TOP 1/3 OF TANK THERMOSTAT BOTTOM--3" BELOW ACCESS ROOF r 1 PANEL 1"- I-------- n MIDDLN E-CENTER OF TANK OPERATION. I NOTE. MAINTAIN CLEARANCES TO COMBUSTIBLES AS REUOIRED BY MANUFACTURER. NOTE: UTILIZE NON COMBUSTIBLE MATERIAL AS SPACER. 1) SOLENOID #1 NORMALLY CLOSED, SOLENOID #2 1. TRAF PIPING TO BE SAME SIZE AS AC UNIT DRAIN. INSTALL VENT— MINIMUM NORMALLY OPEN, SOLENOID #3 2. Pt, 'NO TRAPS (ONE EACH SIDE) ON UNITS \\ ROOFTOP AC UNIT MANUFACTURER NORMALLY CLOSED. 0 AND LARGER. CLEARANCE 2\ WALL- 3) WHEN THERMOSTAT READS 34'F OR 3. DRAIN PIPING TO BE COPPER OR ALTERNATE z LESS, SOLENOID #2 CLOSES AND MATERIAL APPROVED BY LOCAL CODES. -5" ENTER OUTLET OVER an SOLENOID #3 OPENS. / SPLASH PLATE x IA • WATER HEATER AND STORAGE / 1 SECURE CHANNEL TANKS PROVIDE "SPACE MAKER" SOLENOID #1 SOLENOID #2 TO WALL STRUCTURE BRAND SEISMIC RESTRAINT SYSTEM M NC M NO \ j AS REQUIRED (OR APPROVED EQUAL). SYSTEM (TYPICAL) \ TO MEET REQUIREMENTS FOR s" MAX r ZONE 4 SEISMIC INSTALLATIONS. Z —> TRAP SEAL TO-- FROM O--FROM WATER MAIN BE 2X TCTAL Q O `-REDUCED PRESSURE SOLENOID #3 STATIC L,J o BACKFLOW PREVENTER nNC PRESSURE q (3/4" WATTS 009QT-S) DRAIN TO FLOOR SINK. `�- — PUG TYPICAL FLOOR NOTE: SCHEMATIC FOR CONTROL �;\ AND SEQUENCING. DRAIN TO FLOOR SINK zhi ROOF d EARTHQUAKE Greenburn Rd. 103n0 BRACING STORAGE TANKS 8 EVAP. COOLER A _TOMATIC_DRAIN SCHEMATIC 9 AC-UNIT CONDENSATE_ TRAP 32RU op200500294 NO SCALE A - NO SCALE - - NO SCALE Contact GARY RYBERG 0 M 1 O M Project `^ r ID C) Vf 2003 0164 0 a N H INTE RFAC ! J; E r O I N E E N I N 6 I > ll 0 — Z f 108 S W. 3RD AVE, SUITE 400, PORTLAND I 'Y _- - -------- FAX 503.38: 0 FII F• RPC1ri r1wn FnO. CIR- 17--CT3 0 Irv." RY rnNYW PI CIT•nF;-17-C1.3 a tri riR NOTICE: IF THE PRINT OR TYPE ON ANYI j I III j i III III I I I III I�I I I III III I I I I I I I III I I! 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REVISIONS By - - - - --- �`4 _ T ELECTRICAL MECHANICAL GAS REMARKS SPECIFICATION EQUIPMENT Z U y� GENERAL NUIES: _ - o W W �+ _ EILECrRICAL_ CAP _ PROOM DEFINITION _ l•- tn Z Ii., N ' MANUFACTURED VY HU6rE1L Mo Wffl fE ON W111CUM#CMFfED- , As KAUAtD �+ warn I�CkPTAclfa ONLY CP - GXKTN P441 IW+ Fs PI w uX�M cOliEcrwM tY I w = W Lai O t- = VL < Z � = n - TW UXx fns Pna�oc ZPKY Awa INVALL W W Z a W fJ Q' W O p !- P.G f0 PNOYDE F1A11 TYPE lfUf-OfF'1YILYEI OILY 7-PITCH PAN yfIH ILOCAI• RlOWECIa TYPE LC - E7ECIN1'J�L OOMIAACTOR P.J PUaWI1N CONnMOf01 To m I I Z ►- 3 CPPE EM - EIIZRIUf91L RMY COMD O APPL C OWES RUIIrW OOMOITION. CL' laJ p LL. W IaJ 4 W H W p Lal } YRfALWTION. F TYWA R AMMO PROlAM 0PROAMIE ■- ALL OMEN /YY CMM fIEW ARE 6100 ON CRE RA U CO - OONrFMIF1ICE OLrnFf N fEOURD - aoElP�rsao W A" - Z a a O C9 < d p = 3 T I V = U = A - .IulanoN no ANO ORWA RmLIIOIE►rrs. Li rNAOFs Rw mNEMEMCE alar. fPEY7IIC uMrr IEnI4IEt�tfs mm 7 I-- J -j J < N1 I W m 3 C m W m m Z u m 4- LC. M PNUAX ALL►ECFAIIIARY YIARTERL NWRIL RELIPUf'IY, ETC. K 10IMED WM SUPPUER. lL ~ d 0 ` O N1 n O Q y U m N Mu Ilrr. TvrroR ONE lour. ' WIlDM1E t]frf FNpI ooMrioc'rlw PaNf(. CF PAAkll, w/ . N/1 Z d = U Z - IM Itz � a ,� DESCRIPTION MANUFACTURER MODEL N0. > = 3 �iL I _LLA C� _ Gift - ----A&L>l14ELF(MILLWOWr -__ ---- --_--- �," x n'_-_. - --._- �To-n�ovl uw.L a�►c�41 _-_-_. GOW1 R ILv ORACKETS(M.0 ---- GIJStoM __ �.T° '�I�"' L- � ----- - - - --- -- --- --- _------ - ----_ - . 71 4- 2 C _ - 6 � ---- --- _--- _-- wlw A T ---- -616 - - To�M WALL OAWPl -- __ ------ -- - ------------_ -_-_ --__ _ ---- ----_ W I cr I - so. -_TO}°}MNPE EL)ECT�IG.4�_f'OR L141IT FIX ----- - 1. loe i EA a cLE_ �c rtG WALK codLLax.---- --- - --- - KYeoR PAW WTO ( etaM ---. s,D A - rte_ I • - - - - RG - - - - - - ------- �S 3AW/ a.4r IEA. 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REVISIONS By SPECIFICATION -- EQUIPMENT ELECTRICAL MECHANICAL GAS REMARKS - w GENERAL NOTES: - ---------------- �, -- v (A Z ►W- N I L C. TO MWIX ALL H" T1FCr11E&I"CAP MXX a E E0. M 411AW FT ift Mawr$dXfMA1:IFB CWY DEFINITION ac _ aENETw. caNra�crWN A _ PUA N O NNIEC'IDN ® - - w Z v. - MANUF71CTUMM BY�Iaeai NO ONCO F ON PONCELAN ACCEPTED. As IEQUNED QP = C X114% PANU F' - FLOW ErNTI ---- -- W j� W _ Q F F— EC - ElECTTET/iL gWNr1EAtTQR PC PIiM�IQ C7iI1MCld1 L�1 a) d W w = W x (n I Z = s- r.r ro gIWIRpE EULL TYPE ERM-CKF 1n�vEs aur �- vewy ETM LW A COWS Fw P"Mv"M TYPE Z 1 w N. (L O Y U H Q 3 3 O 3- ALL Twu ARD TMiill M PENkTRI1TXM PIPE C+AEL 111701 PAN ao - CyM!]IEIEi aungT RLQUYED WWFEPT rlRa r/ALL REQUWA30M P.C. TU PRONM PEA CODE F.= W J U (� < CL \ O Y < 3 2 I (~j = U O = weuuultaN REiA1TKK AND Pl1aIE1Me PRQYIWED Er APPTEIMrAIE i- ALL 0001/ W WHEN HEW ARE *0M ON CME Falls T]x F1�Wtgiu OTIPP�r caNDt�Tr APFa.lol u o00F.� "am CmanaM. < W FOR COWENEIIC[ONLY. 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All NOTICE: IF THE PRINT ORTYPE ONANY I�iiljl IjllljllIlllllll IIIA /`Ijlllll Ijlll�I Illllii IIIIIhI�IIIIIII VIII IIIIII111 IIIIIII IIIIIII Iliil�jlllillil!�11111�I�IIIIIII VIII�Ij�IIII111 III I 11111111 IIIhIhI�Illllllllllilll ( 1C,�1� .1vUy IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 11 _ �L— I �L_ I - L I �L I - b� I • 1 -- —"�- — I ", = I �b —a=' J`> fl IS DUE TO THE QUALITY OF THE — — No.36 ORIGINAL DOCUMENT ��£ 8Z 9Z LZ 9Z Z 6Z £Z Z i7�OZ 181 9I L�i 10 9i 6T £i Zi lT I �1 8 �9 F1111"i1:11111tig 111I11l11 llstil1111i1�1{��� ��1���fijljl�I' i11l1� , Iji1Iliiliii�i1il '1►I II 1111liIi!11,111ij►1i11 Ijj11jjjj1111ili�1il 11,111111!1111 j�ijliljj1jjjj jl 111111111►1111111111jjjljjjl�►Ij►Ijjjllljj1111.111111llllW1llllllllllllllllilllllJll!l1 REVISIONS BY ®_ 1 CUSTOMER CONNECTION POINTSA-A ® — PIT. SIZE DESCRIPTION 1I*FUWGn w :+ A APPROX. AS SHOWN ) ELEC. BOX K.O. as 1 PC TO PROVIDE VACI OM4(ER - 24 7/9 x 3 718 CONN. POINTS WITHIN DM 2' NPT (F) ORAIN, MACHINE WASTE: L -T u rymory UY LOCAL DODE Po>a IKaIACF'BNTO) VENT L➢. (TYP) WM 3/4' NPT (F) WATER SUPPLY: 120'F. MINIMUM O 20 PSI FLOW PRESSURE !/ t�1 '� � t3 Q I Jk, n '1 IBO'F. MIN ! 20 PSI FLOW NG DM EM � M NG EB VG WH 3/4' NPT(F) WATER SUPPLY- CONSUMPTION= 290 GALJHR. TOARREDb 1 1 2 2 ONE 3 WIRE 208V-3PH-6OHZ FEEDER SIZED FOR: aweXETA P /a W " 7 '/- WASH PUMP MOTOR - - - 2HP = 6.5 AMPS / ELECTRICAL 2. CONVEYOR MOTOR - - - 1/4HP = 1.1 AMPS OPnaNu t I 1 ( low EM REO. 3. 208V-3PH/115V-1PH TRANSFORMER =4.8 AMPSlnv �W Fn 9 = 0 llp C TOTAL FEEDER LOAD = 12.4 AMPS I A 1)°' ti v a y 25 12 25 1/2 O -JIT O EB ELECTRICAL ONE 13 GASB BOOSTER FEEDER SIZED AMPS TOiAaz p If t ® „ J-. o- c MOOD ELEC. BOX HOVER • 22 1/4 NG 1/2' NPT (F) NATURAL GAS SUPPLY:TANK HEAT-46,000 BTU/HR. t1Ij6 w,ai slwaaT AOUER W/CONTROLS ! TROUGH PITCHES 110(M'RD w YROuaI AS ' NG 3 4' NPT BOO TE?• i/4' TO MICHINE OSENSIONED er OTHERS �� C O= O / (F) NATURAL GAS SUPPLY: UNSUMPTIUN = SUGGESTED TABLE CONN.- EXTENDED PAWL BAR, L-R d y qq - -- 1-5/8' DIA. VENT, NATURAL GAS FLUE:VENT TO ATMOSPHERE 1 VGI S/S PIPE WITH AIR GAP IrlDEF>lHELF 24 -I 5 - VG 4' DIA. VENT, NATURAL GAS FLUE: BOOSTER:TO ATMOSPHERE 1 1/2 INSIDE 54TANK TABLE LIP CLEAR. TO (TYP) MOTOR P6 INTERPLUMBING AND INTERWIRING BY OTHERS OPTIONAL EQUIPMENT LIST 1. TANK HEAT: NATURAL GAS OVER 53 1/2HOOD2. KIT 55 17 3. AUTO FILL EM HEIGHT FOR EM 4. COMMON DRAIN VG WH 5. STAIN. STEEL FRAME h LEGS H VG 1 DOOR REMOVAL 32 1 6. STAIN. STEEL FRONT PANEL PREP. LINE - ELEVATION _ 7. MOUNTED CIRCUIT BREAKERS 13 INSPECTION DOOR 219 B. BOOSTER: SIB-235 OCALE: 16 000 Hoop HEIOMT IN RAISED POSITION GA FLUE HEIGHT 9 ALTO SHUTDOWN +; 1 � 10. TABLE LIMIT SWITCH W/8' LEAD 1l INCREASED J 11. EXTENDED PAWL BAR j!a, 45B 1/2 PC TO TTI —r � A as l�7tf NOMINAL 1 5/8 21 3/ r UV(VERIR LOCAL CODE FOR IREaI SPEAKER �` MACHINE / - - - l � Ia PRESSURE RELIEF HEIGHT20 g VALVE PLUMBED TO 1 CLFAR, n a� 16 DRAIN BY OTHERS THRu IF BOOSTER IS MOUNTED MORE r 9 rC3LEAR. MACHINE THAN 5 AWAY FROM MACHINE, off i WALL DACK.R IREa114ED — P4 A RECIRCULAITNG PUMP IS �Ef RECOMMENDED 1�'F ¢ 11`!, 3 1/2 34+� r�� a ❑ 23 32 LE 1/4HEIGHT 1i 5 6 3/89 3/4 8 I/2 22 24It z -37 5 1/2 NG CJ/ M EB �G VG BOOSTER OUTLINE DM 1 2 29 1/z a'-ry Ej O.A. CLEAR. TANK DRAIN Y I I 3200 LAKEVILLE HWY., INCOMING WATER AND//OR STEAM PETALUMA, CA. 94954 PRESSURE NOT TO EXL'EED 40 PSI THE STERO COMPANY (707) 762-0071 ATTENTION PLUMBERS h ELECTRICIANS TITLE: MODEL: REV. nr PINGff a'PLUMBERS S iC 9A)r•ELECTRICIANS Y LOG12 Au 0, nc Ir241RY rvrEcna AWVm m IIMY n,m GUSTAV'S SCT-44-10 meccvsaaNc nplw-w snw:ur a cal[ NNrtr ":+ °w°'A°�'w^o[s IENT MY PROPRIETARY & CONFlDEN RAL DATA 3 C LINE - ELEVATION AmAom rof EASY evnEnr. a-Warr mrAUAnLY uAea storm OnrlFwr ma OonAENY Mr awrAw pla^IaE/Mrw cm��rnu wuanr VANCOUVER, WA FEED: L—R SHEETI OF 1 ^ 7 ALRKYYw WFN4W5 TILL W NDA AS am As P mlr SRFO GVpANY, w OL92rnM AFPTDIKMEI W xr O AMY PAPY il[BEa� ! i Y.IY<f YAOC alMAll Mild LEtllt9al ff 116 511A'O axP.W I. x,nwaMYacawWFAa AmcA�mY DRAWN BY;D,Z, DATE:01/28/02 SCALE: 3/4' = 12' DING, � C60 �� SCA5+ I/2"=I'-0" I A I Y O W I7 C5 n 0 o 0 L iCR a III CAN DRAW ALGEIA PMEYCCEE!P4IEL !!DOOR FA 0 LIOIOR UN NAA AAA CABINET o GLdSS OCY.R -A" — a'-r^ dfl� off — 0007 ro COVER IIAI E BY OC R3.PAM nw - Iy I ' rs 1 COVER W*eT OC. I¢ ISLAND BARB 15 SERVICE BARS SERVICE BAR SCALE: 1/2"-V-0" SCALE: I/Y"•I'-0" SCALE: 1/1"=1'-0" — W I �-a 17 O = TD o = ® LEVATION i I PLAN I FE DATE 05-12-03 I 1 4'=1•_ I DRAWN BY 55ERVIGE BAR SERVIGE BAR XLY JOB No. SCALE: I/2"=1'-0" 200308-4-5.DWG SHEET U„enEvm Rd 105, FS-5 SUP2003.002P4 37=j sr OF 8 NOTICE:IF THE PRINT OR TYPE ON ANYtT It III VIII 111 IIIIII TII IjIfI rtTTt T11 It�I7 11 jlR h III(tj11T7n I' t)I llt Tl 1111II ITI I" I ljl rp77I IT1I III III VIII IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE w. •7lae.T J (/ ORIGINAL DOCUMENT ��IIII IIIIIIII IIIIII21111111111'1111110111111111116 211111211 l61 I �l1i '1111111'1IIIIII11111111111'1111111111'1111111111 t ItWuLibY III11Nii' 30X i ^'4 REVISIONS- BY i -12111 1PH, 15.0 A, +48" - 120V-IPH, 15.0 A. +48" ---�T---._ Q --- I I CaNv. c7l1TLET (ZEAi _- -------- c.ONV. OUTLET (2EA) 6 611 NOT • 10 SEEE NOT • IID .�,_�•. �'-Ir -----�'-o'er--_ - -----��'-oma-- ---�'-o'er-- '-o' - -3'-0 - --�'-o '-o' - I I I - _- I 45 a5 - -1 __.�II to a'-�. }�. Gc70K LML= 1°14EP. LME_ �� VALVE - __-. 43 44 47 48 {i 8TOPIRACnE I \ W ?n K iliCt. s�.l_ d5 -il� l'-b" _b l' 1 a - i .� ' BEEBlL 4TION �. EyB(NCs UNI t / -- .•K euro. � i'N lLiGT.a� (VERIFY ON ROOF) ` - I - -_ I- - _-_ -- __ - - - L� WALK-IIV , i q _- 4 ,; - A � I r r za LINEN ROOM I a • Y 11 ,_ 11 4'-0" UTILITY VERIFY AI ROOF) M 91 ` - NQ�1 as - - - - - h - -- I _ LINEN QABINET - _ - .pr , or 170N-IPH, 15ID A, �!!" CONV. OUTLET . a cr 1 6EEE N07 •10 GodC LME EXI6TMrs ,� � _ I( • IZ _mss + / ';✓ BEER IN - a , " - LIG�UOR EXI6TING FXISTINCr - _ I-m v C l 9, -_ _ ._ 1 �� / r'nnL�a WALK-INI WALK-IN d - - r u' - _ EL PANEL i ��� _. { x-- � G _l-_ F�FF7�Q 4 i - ECT. P C6EE 6EaOP Put ' il-----•7�;, -. I l I ---- M I (GEE NOTE •II) I , ( --1Z®v-IPH, 15,0 A, Cit -- -- - 4 GONV. 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OUTLET (GEE NOTE •11) SEEN • 10 i b'-4" I I I 4r I 120V-IPH, 15� A, +30" ' 6TUI5-UP 6" AFF.FOR -- - - -- 1 V Wli OUTLET AND PHONE LINE tp SEE N07E • 10 j ELECTRICAL --- -- - - - - - - -- -- - -- >_ w w U � <CO•IPUTETR e,b, +LI►�� Z QQ _ i U) Q Q J d CTS'I CAL z ,1UIeT LOCK o DESCRIPTION Vj O N W AIfCTI�I°°" LU -- -- -- _ - -- --- ------ --- pLJPLEk am E~ _- OC I 1 EA WALK-IN COOLER BOX 12 V-IPH 15.0 A JB ABO. CEIL Q 1 6 1 EA WALK-IN VEGE. COOLER CONDENSING UNIT _ _ 230V-3PH 1.5 HP JB ON ROOF LK+HT Flxil�le 7 1 EA WALK-IN VEGE COOLER COIL _ - 1211 PH 4.2 A JB ABO. CEIL plRecr wlwe ronrr 11 1 EA REMOTE CONDENSER UNIT W/REF. TUBING FOR ICE MAKER( ITEM# 115) 208V-IPH 1.25 A p DESCRIPTION O �N oC I - - - -- - --- ------ -- - - ----- - -.. ---- --- --- - - ---- -- - ewlTr.N f 12 1 EA REMOTE ICE MAKER W/ICE BIN _-_ - T _- _ - 208V-3PH 15.9 A JB 72" 99 2 EA 3 &4 SEC. HOT FOOD UNIT W/FILL FAUCET (2EA) 21.2 (2EA) CAB f 16 1 LOT MANAGER DESK& FILE CABINET 120V-1PH 15.0 A PI 12"_ _ _ _ 208V-1PH 15.9 A _ JB f 35 2 EA MICROWAVE - - V _ _ _ 208V-1 PH 28.0 A 3.2 KW PI/TL 30" 100 1 EA UNDER COUNTER FREEZER W/WORK TOP 120V-IPH 7.0 A 1/3 HP PI CAB NOTE5 _ 1 36 1 EA 40 QT. FLOOR MIXER _ _ - _ 208V-IPH 14.0 A 1.5 HP PI 30" 1 REF, MAKE-UP TABLE _ _ _ _ 1 V- PH _ 1 HP I B _ ' 37 1 EA FOOD PROCESSOR �- 120V-1 PH 9.0 A PI 36" 102 2 EA DROP-IN SOUP WELLS - - V W- 120V-1 PH 6.9 A JB CAB - I EG TO VERIFY LOCATION u!r OLwEK FOR CQ�IV.C7UTLE?. -� -- --------'- _---__- _-- --- .._- APO TetxPHave ouT1.Ero 38 1 EA UNIVERSAL VEGERABLE SLICER _ 120V-IPH 3/4 HP PI 30" 104 1 EA REF. CONDIMENT TABLE WI PUMP&JUNCTION_ROX 120V-1 PH 9.0 A 1/3 HP PI CAB 2 .. PC TO VERIFY WOOD DRAWIWs,MAKE-UP AIR 8-rSTEM 4 FIRE 6YS?EM r 43 1 EA CONVECTION STEAMER W/RACK STAND&GAS QUICK DISCONNECT KIT 120" 1PH 5.0 A PI 48' 105 2 EA DUAL HEAT LAMP W/REMOTE CONTROL& LIGHT FIX - i - - - 208V-IPH 3.1 KW JB CAB "REGIUIRFMENT& 44 1 EA DOUBLE CONV. OVEN W/CASTERS & GAS QUICK DISCONNECT KIT 120V-1 PH (2)6.0 A (2)PI 36" &60" 108 1 EA DROP-IN 2 SEC. COLD PAN _ _ _ 120V-1PH 7.1 A 1/4 HP PI CAB 3 --�c TO PROVIc>E 4 v,SRF-LOCATION ewlTG�+Ow�F FOR EXHA46T Fay. 47 1 EA S.S. 30 GAL BRAISING PAN W/STAND&GAS QUICK DISCONNECT KIT 120V-IPH 5.0 A JB 30" 118 1 EA DISPOSER W/AUTOMATIC REVERSING CONTROL - 208V-3PH 6.6 A 2.0 HP _ JB 24" 4 -- EC TO(RLN G�f1ECTIQd TO EaIIFIMENT6 AFTER FIXTIJFES M PLACE - - 8 1 A 40 QT.TILTING KETTLE W/STAND, FAUCET& AS QUICK DISCONNECT KI 120V-1 PH 5.0 A r JB 36" 119 1 EA HIGH TEMP DISH WASHER W/3"MORE HIGH HOOD&TANK HEATER 20!%/-3PH 12.4 A 2.0 HP - JB� 66" ty 6 -- EC TO VERIFY A PtlK ..UNNECTI�I TO CADINFT FOR LIGTH FIX DISPLAY. , 49 1 EA 40 GAL TILTING KETTLE W/FAUCET&GAS QUICK DISCONNECT KIT _ 120V-1PH 5.0 A JB 36 121 1 EA EXHAUST FAN & DUCT WORK _ _120V-1 PH 1/2 HP JB ROOF b -- EC TO VERIFY ALL REGUIREMENTS PROVIDE CY OT'NERl. 52 1 EA FIRE SUPPRESSION SYSTEM W/CONTROL FOR ITEM#40, 62& 110J VERIFY 124 1 EA GAS BOOSTER HEATER - 120V-IPH 3.0 A -- JB 24" T _. ALL ELECTRICAL COOKING Emu1Pt-IENT6 UNDER HOOD MUST BE »` 53 1 EA CLASS"2" EXHAUST HOOD SYSTEM W/S.S. HOOD_TRIM - _ 120V-1PH JB ABO. CEIL 140 2 EA DROP-IN CHEESE WELLS WI PUMP 120V-1PH 6.9 A _ JB 24" AUTOMATICALLY eI-W-paw LIPav ACTIVATION ap Fns&PP111eeeIIi SYSTen. CW,OR OT1eId To RM16H MPR PIWMCTION eY6TEM EC.TO LAE CONTATOW 54 1 EA EXHAUST FAN SYSTEM W/DUCT WORK_ - -_- VERIFY JB ON OOF 141 1 EA COUNTER TOP OVEN 208V-3PH 10.3 A 4.3 KW JB 48" "EACH UNIT OR Ii TRIP ELECTRIC Q"Ci APPLIANCE 5MAKIlRi , 55 1 EA MAKE-UP AIR SYSTEM (VERIFY) _ 208V-3PH JB ON ROOF 145 1 EA ICE TEA BREWER VERIFY PI 48" i -- EG TO Vk-RIFT AL1, REQUIREMETdTb FOR ExIS'TMG EIG1UlIPMENTe. 56 1 EA CLASS"1" EXHAUST HOOD SYSTEM W/S.S. HOOD TRIM - - 120V-IPH JB ABO. CEIL 146 1 EA COFFEE MAKER 208V-IPH 30.0 A - JB 48" � S -- EG TO INfFRGON�GT ELECTRICAL KEYNOTE GOND6TLeMG WI7 57 1 EA EXHAUST FAN SYSTEM W/DUCT WORK __ 120V-1PH 112 HP JB ON ROOF 148 6 EA POS SYSTEM W/PRINTER_ _ _ 120V-IPH 15.0 A _ PI 30" 1 - 120 -1 H 1 2 HP I 48" 149 1 EA FIRE SUPPRESSION SYSTEM W/CONTROL VERIFY -- b -- EC TQ PROVIDE SAPERATE clRculT raR EAC4a OUTLET 63 1 EA 12 CIT. COUNTER TOP MIXER _ 120V-1 PH 7.0 A 1/3 HP PI 48" 150 1 EA CLASS"1" EXHAUST HOOD SYSTEM W/S.S. HOOD TRIM (2 EA. LIGHT FIX.) 120V-IPH 200 WA JB CEIL. 11 -- EC TO PROVIDE PRR�TER SYATEM LINE. 67 1 EA 45 QT. CUTTER MIXER _ 230V-3PH 5.0 HP PI 48" 151 1 EA EXHAUST FAN SYSTEM W/DUCT WORK 208V-1PH 1/2 HP ,1B ROOF n -- EC TO IRN LIGHT FIX.FOR UNDER DAR IF 11MQUJIRED(eF_E e"OP DRAWNG) 1+1 69 1 EA BLAST CHILLER _ 120V-IPH 15.2 A 3/4 HP JB 96" 152 1 EA ROTISSERIE OVEN W/BASE&CASTERS 220V-IPH _5.5 A 1.2 KW PI 36" !9 -- EC TO INTEWONJECT pOOSTER NEATER CONTROL WITH DISWAAR 1 p-' 70 1 EA REMOTE COMPRESSOR FOR ITEM#69 208 /230V-3PH - 5.0 HP JB ON ROOF 154 1 EA_ DESSERT DISPLAY CASE 120V-IPH 15.1 A PI 12" WE WEC."REGUIREMENTe) 71 1E 2 _ _ _ _ _ - _ 82"_ 170 2 EA HIGH TEMP. GLASS WASHER 208V-1 PH 45.5 A JB_ 10" 72 1 EA ICE CREAM C_ ABINET W/DROP-IN DIPPER WELL 120V-1PH 6.5 A 1/3 HP PI 12" 171 5 EA BLENDER - 120V-1PH 15.0 A PI- 10" PLAN 80 1 EA 4 DRAWERS REF. STAND W/CASTERS& COMPRESSOR FOR ITEM#82 120V-I PH 8.7 A 113 HP __PI 12" 175 1 EA UNDER COUNTER REFRIGERATOR W/WORK TOP _ 120V-1 PH 8.8A _ PI 12" - 1 OUBL1=--PRYER 1FfLTER SYSTr= , CASTSRS4ZASt 17ZK D=0NN• _i_ 179 1 EA UNDER COUNTER REF. W/WORK TOP 120V-1 PH 5.1 A PI 12" ELECTRICAL ROUGH - IN P 1__,A N DATE 11- 03 85 4 DRAWERS REF. STAND IIV1 C TERS-- - /3 H 180 1 EA ESPRESSO MAKER _ 208V-1 PH 30.0 A - JB 48" ----- - `_ �-.- SCALE 87 1 EA 2 DRAWERS REF. STAND W1 CASTERS& COMPkESSOR FOR ITEM#88 120V-1PH 8.7 A 1/3 HP PI 12 187 1 EA PASS THRU UNDER COUNTER REFRIGERATOR 120V-IPH 8.8 A PI 12" SCALE, 1/4" a I'-011 91 1 EA ELECTRIC OVEN 208V-3PH 11.0A 36 KW PI 60" 192 1 LOT SYRUP SHELF _ 120V-IPH 15.0 A PI 12" DRAWN BY -- - - -- XLY 92 3 EA MICROWAVE 208V-1 PH 16.6 A 2.1 KW PI 66" 194 1 EA WALK-IN BEER COOLER BOX120V-1 PH 15.0 A JB CEIL. JOB No. 93 1 EA HOLDING CABINET 120V-IPH 16.0 A 2.0 KW PI 18" 195 1 EA WALK-IN BEER COOLER CONDENSING UNIT - 208 /230V-3PH 1.0 HIP JB ROOF_ 00308-6-7--8.DWc -95 1 EA REF. MAKE-UP TABLE 120V-IPH 1/4 HP PI CAB 196 1 EA WALK-IN BEER COOLER COIL 120V-IPH 4.2 A - - JB CEIL. SHEET -0-11-FA- CHEESE MSL_TER__ -1 7. 3, -^_ JB 198 1 EA BEER LINE REFRIGERATION UNIT& (4EA)PVC BEER LINE BY PC -- 120V-I PH 20_0 A JB CEIL - FS-6 97 2EA PRINTER 120V-IPH 5.0 A PI CAB - GraenbL�m Rd,10350 38 of 7 OF NOTICE: IF THE PRINT OR TYPE ON ANY Ii l r l t III 1 I I I I I I I 111 V I I I III I(I I I I 1111 111 f I I1 III III I I I I I I I I III III III l l t 111`I l l I 1 I I 1111 I I I I I I I I III 111 I I I I 1111 111 V I I I III III 111 Ill III V I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, l_ I I _I I I�"L-I I I !� I I I �r 16+ I I '`f ITIS DUE TO THE QUALITY OF THE _ _ No.,e ORIGINAL DOCUMENT �L BL b6 t � � it L BTi�i 41 1 t 1t t 6t ttI t I 8 L 9- 9 lr fi Q tluw (III IIIIIIIN IIIIIUII IIIIIIIH IIIIIIIII 111111III 11111 Illlll IIII�IHI lNllllll IIIIIIIIIIIIIIIIIN NIIINII INIlllif IIIIINN INIINN INIIIIII NIIIIIII IIIIIINI IIIIIIIII(llilllll IllltliN NIIIIIII ulllt ll lett tlul u HIM r rREVISIUNS 8Y_ I I ------. _- _ -------- - ------ - - - - -- -- - - - - ------ - --- - - - ----- --- - ----- - - _ I I 1101h, � " p_ 1. SF'RI►�HGI�-I: ,4 6HUT a1 I �H ® �I� ®�® N _PREP GQQK LINE !°WRRR�P1 LINE. 1 ` 31 DRY W -�- IL41 -, �- -NiD 4_'" -251 I ( �LiE I a, •"K iLAGT.Q� �aial_. I I ! r I I REFRIGERATION CONDENSING UNII if r"K rLlncsT. 47 — - _—n• I - 1 ' --—-- _--..—_ ------ (VERIFY ON ROOF) J WALK-IN _- - ------- � z un _ - - — — — - -- UTILITY pq MAIC,E A-� AIR SYSTEM s 171 °� - p a _ -� LINEN CABINET I -— _ E •5 (VERIFY ON ROOF) - - - -, -- - �--- - 17 -_ -- -T-- - - --- - - - -- - - - - -- - - - - �- ---- - -- - - --- u - -- -- I a c� WALK La-Ape TO vmr-y 4 PROVIDE GREASE - _ - 17 BEER IN — I ' TRAP I Ca-- 14 LIGOM /I EOOR �,- �-- _. -� EXISTING EXI6TING ROOM NOTE •5 - - - - r EX rl � WALK-IN IT ION I _, I�_� 2mWALK-IN- B --- - ( ) ----- I _ � �I'-� MEAT GOOLE 11 44 ,i h7 ALL ' IL - __--------- ----- .. BEYERACsE GOUNTEt� - _ .._ 115 13 33 BEYERa4CsE COUNTER FONDUE ATAT1OLL - -- ib - I -_ _ _ ._._ __----__- �/ \� SEE N�6EE - •'� =2. � SE NOTE • /SEE NOTE •5 71 - .. -t - - - AZA Z `` Z4 119 119 � � •• -, -T 33 _ 1• ..,---r- 117 116 I 1'17 i _- e EMPLOYEE EMPLOYEE ROt7M - - - , P a �- ■ ■ R -fro 6EE NOTE •5 o 1-11 :4Y4 '4 J Pali SEE NOTE •5 ' Ip110 rL •'47l. .It! •11j ,r 5, ,,:1 ifh!'t,f,.,'nl / � � '�.c�.#'.{1 'h:c}:yxt; .r. ¢f.4,.4,;r,•txlw' � I i I 112 o • I I T— Do 7 i FLOOR r31wc NO I _--- ON ---- I -- PC 1"C R11N C.CNNECTION TO EGa11FT1ET4T6 A;<TER FIXTuF�B It. o COLD WATER 2 --M TO VERMY ALL REQUIMMENT6""OViDE By OTHERS. I • HOT WATER 6 -- PG TO VERIFY FIRIE MTFJ"FOR ALL W-GU lEMENT6. 4-- P'C TO VERIFY 4 MWOVIDE PVC LNE POR PlOwICf_RA1•ION LINE C 6EE IOEFRIGERATION DRAIJNG: I �f O DRAIN 5 -- PC TO CONNECT 6TEAMER L INE ILL/5006TER HEATER AND GAS P 15 Q46HEIR MAC.NNE j -- PC TO P1�OVIDE�"DIA PVC F-IPE tW 74"OR!o"RAVIU6 61UMF O&V GAS AT EACH END FOR FW I GERATICN LINE • 6YMP LINE 6TUB-UP 40'AFF. I ' o HUB DRAIN I 0 I I i -- T_-- ---- CASTER-MOUNTED EOU HALL VALVE, AND SNIVEL FITTING \/, {� = TE SEE hECWXCAL RG1:,N-IN DRAWING TO CONFIRM •11�( to ROUTH-IN POINT. W ljJ �„`,/� f N .�. Q �( I6't3' FROM ROUGH-IN POINT TO CONNECTION *MMT, lu i � � s � RECUINED 1G1iI7SINTAL OFFSET ff GAt LnE 1S lel 1- 3 ~ u 1 u o'rr5�� c Jac OR11V"It�,�� DESCRIPTION 9 S p 0 2 g m e+� � doer r DESCRIPTION U O m __ ---- _- -- -- QQ ---- .- - - - --- - -- ne 1" TO FS - 108 1 EA DROP-IN COLD PAN _— — - — -7 1 TO FS - > 7 1 EA WALK-IN VELE COOLER COIL _ - 11 1 EA REMOTE CONDENSER COIL / REF. TUBING FOR ICE MAKER( ITEM# 12) _ 116 1 EA S.S. SOILED DISH TABLE W/SOILED DISH RACK, SINK& UNDERSHELF— _ - _ - _1 1/2" TO FS Q / �® I 12 1 EA REMOTE ICE MAKER W/ICE BIN_ _ 1/2" TEE-OFF 1" _ DR. TR - 117 1 EA PRE-RINSE UNIT W1 ADD-ON 12" FAUCET --- 1/2" 1l2" 20" � ®® 13 1 EA ICE WATER FILTER - 1/2" 84" _ 118 1 EA DISPOSER W/AUTOMATIC REVERSING CONTROL 112" 18" 2" 1011 - 14 1 EA DRAIN TROUGH - 3" -8" 119 1 EA HIGH TEMP DISH WASHER W/3" MORE HIGH HOOD&TANK HEATER (1 F)3/4" TEE-OFF 2" TO FS 1/2" 48 K 8" 20 1 EA MOP SINK W/FAUCET - 1/2" 1/2" 36" - 2" 2" 122 1 EA DRAIN TROUGH 3" -8" GAS BCSOSTER HEATED--- -i5°- 29 1 EA S.S. TWO COMPARTMENT SINK W/FAUCET - 1/2" 1/2" 16" 1 1/2" TO FS _ _ FAUCET _ 1/2" 1/2" 24" 1 1l2" 20" 127 2 EA S.S. COVERED REEL RINSE W/CONTROL UNIT J_ _ - 1/2"- 1/2" 24" 31 2 EA WALL MOUNT HAND SINK W/ UC _ _ -- --- 1 42 1 EA STEAMER WATER FILTER SYSTEM 1/2" 90" _ _- 129 2 EA FLASH MOUNT FAUCET - _ 3/4" 3/4" 16" _ _ 43 1 EA CONVECTION STEAMER W/RACK STAND &GAS QUICK DISCONNECT KIT 3/4" TEE-OFF 2" TO FS 1/2" 62 K 30" 130 1 EA ,3 COMP. SINK W/LEVEL WASTE 1 1/2" TO GT 44 1 EA DOUBLE CONN. OVEN W/CASTERS&GAS QUICK DISCONNECT KIT - 3/4" 2 55 K 10" & 132 1 EA S.S. BEVERAGE COUNTER W/GLASS RACK& HAND SINK W/FAUCET 1/2" 1/2" 2411 1 1/2" 20" 0 45 1 EA 2 BURNER W/CABINET BASE 3/4" 40 K 133 2 EA DROP-IN ICE&WATER DISPENSER _ - 1/2" 12" 1" TO FS 46 1 EA DRAIN TROUGH -- 3" _g" 140 2 EA DROP-IN CHEESE WELLS W/PUMP 1" TO FS --- - - 143 1 EA S.S. BEVERAGE COUNTER W/GLASS RACK& HAND SINK WI FAUCET 1l2" 1/2" 24`' - 1 1/2" 20" 47 1 EA S.S. 30 GAL BRAISING PAN W/STAND & GAS QUICK DISCONNECT KIT 1/2" 1/2" 18" 3/4" 104 K 30' --- 48 1 EA 40 QT. TILTING KET'LE W/STAND, FAUCET&GAS QUICK DISCONNECT KIT 1/2" 1/2" 18" - 3/4" 52 K 30" 145 1 EA ICE TEA BREWER _ 3/8" 48" _ E-4 X49 1 EA 40 GAL TILTING KETTLE W/FAUCET&GAS QUICK DISCONNECT KIT 1/2" 1/2" 18" 3/4" 100_K " 146 1 EA COFFEE MAKER _ 3/8 48 T - w _ _ T1�PIG,4�. C��45 I�ISC:Ol�l1'�IEGT D� , AIL T1'i�E "1" � "2 " 51 1 EA DRAIN TROUGH - 3" -8" 149 1 EA FIRE SUPPRESSION SYSTEM W/CONTROL FOR ITEM #40, 62& 110 _ V -- - - - 52 1 EA_ FIRE SUPPRESSION SYSTEM W/CONTROL FOR ITEM#40, 62& 110 152 1 EA ROTISSERIE OVEN W/BASE& CASTERS _ - 3/4" 123 K 30" __ -- ___ ____-_.____ __- O 6 1 EA PRE-RINSE UNIT _ _- 1/2" 2011 168 2 EA COCKTAIL STATION WI ICE BIN, LIQUOR RAIL& COLD PLATE 1" TO FS CAgTFRVALVE-MOUNTED D SWIVEL WITH HALL VALVE, AND SNIVEL FITTING 69 1 EA BLAST CHILLER _ - 1" TO FS 169 2 EA 2 COMP. DUMP SINK W/FAUCET(INCLUDING COCKTAIL STATION)_ __ 1/2" 1/2" 10" 1 112" TO FS „�, � Q+ 72 1 EA ICE CREAM CABINET W/DROP-IN DIPPER WELL 1/2" 1/2" 12" 1" TO FS 170 2 EA GLASS WASHER - -_- - (1400F)1/2" 8" 1 112" TO FS - RMT IN PON RnUDi-zN DRAWING Tn rnNFIRN AI 79 1 EA 36" L. GRIDDLE W/S.S. RAIL& CAS QUICK DISCONNECT KIT _ 3/4" 80 K 30" 172 3 EA DRAIN BOARD W/GLASS STORAGE _- _ - RelullREn HnumNTA� ffFT (IF GAS LINE rs ROUGH - I N _ 1 TO FS 16'39' F" RW%4-IN PUNT TO CUMECTIUN POINT. 82 1 EA 2 SEC. BREADING PAN 1" TO FS 177 1 EA BLENDER STATION W/SINK& FAUCET - ---- 1/2" 1/2" 8" 1 1/2" TO FS PLAN I —83--1 EA DOUBLE FRYER W/FILTER SYSTEM, CASTERS&GAS QUICK DISCONN. KIT 1 1/2 160 K 30" 178 1 EA ICE BIN W/LIQUOR RAIL& COLD PLATE - - - 1" - TO FS a _ 1/2" 4811 K DATE 84 1 EA 72" L. GRIDDLE W1 GAS QUICK DISCONNECT KIT 3/4" 120 K 30" 180 1 EA ESPRESSO MAKER _-_ --� 88 1 EA 2 SEC. BREADING PAN_ _ 1" TO FS 186 2 EA 9 TYPE BEER TOWEL W/DRIP RAIL _ _ - 1" TO FS > - os t2-o� SCALE 90 1 EA COUNTER TUP 2 BURNER - 3/4" 80 K _ 30" 196 1 EA WALK-IN BEER COOLER COIL - 1" - TO HD ®p� t 4"-t'-o" --�-` - - - 1" TO F 198 1 EA BEER LINE REFRIGERATION UNIT& 4EA PVC BEER LINE BY PC 1" TO HD DRAWN BY 9 1 EA REF. MAKE-UP TABLE _ _ - - - 99 2 EA 3 &4 SEC. HOT FOOD UNIT WI FILL FAUCET - 1/2" 8" 1" TO FS - - - --- - xLY 101 1 EA REF. MAKE-UP TABLE - _ - 1" FS 0108 No. 102 2 EA DROP•IN SOUP WELLS 1 FS PLUMBING ROUGH--- IN PLAN FS" 7 SCALE:E: 1/4" 1'„011 - - ,. OF 8 42 Greenhur4 Rd, 10350 I JP2003-UO294 39 of 57 ", ,«.,ar wr.tua rnMas. NOTICE: IF THE PRINT OR TYPE ON ANY ilr111111lil1l� �IIIIIIIIIIII 1111LIll 1111111111 Illlililll1I141I11111�11111� IIIA III�III� I�III�1(I�IIII I�Ilf�ill�lll( I�IIf�111�III� I��II�IIIIII �fl�fll(III�I�� I�Ij1Jljl�Ij� ( lG�u ;00y IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1-1 111 -� _��_ _-� I I I I I JT--�--�$ I-- i I` - -J IT IS DUE TO THE OUALITY OF THE _ N0 36 6'=:AR- y ORIGINAL DOCUMENT £ 8Z I BS LZ�9Z Z 6Z SL �Z T6 L et 9[ L1 9t 9T ►T BT GT Tt Ut I 8 I L 9 9 1r jtiV I L��To a"1 IIII Illlllllllllll Illllllll II III IIII Illllllll ull Illllllll IIIA lllll�llllllllllllllllll►IIII�IIIII IIIIIIIII Illllllll Illllilllllllllllllhlll Illllllll Illllull llilillll Illllllll lllllull ulllllll ullW1111111111ll�tllllllN,1i 4.. �a 11� - — - -- - REVISIONS BY J I I I � _- - - - -- -- - - - - - - - - - - - - - - - - ------ - _ - -_ - ---- - -- -- --- — _ - -- - --- - - �- - - -- --- - --- - -- -- - -- - c;� I I pa F�1 ti _ 6PRI E D — - L- _ --_ VALVE I D D I rE D I DRY --- -- - •�Krucr. p. LINE - - BTURACaE I ,H�, ' REER— 1G R TION CONDENSING UNIT d (VERIFY ON StUUf=) WALK-IN ❑ I D :-- I� - - A - ==-_ --- =— _-- s CALL 1 � d a ' A- L H o I - w � Yi D I UTILITY - w - - MAKE-UP AIR SYSTEM I °-al I �l <. � �+ p I (VERIFY ON ROOF) (+ � J i �--- - - - _ q• - - - - - - - --__—_ _ �---. _ ...—. _ ___T_ - -� _ —_-- _ ---- - ---- - -- — _ _ _._- -- --- - -- -- - ---- - -- - - ' LINEN CABINET -- --- ----, I I -�- -- t3C3 E03 U i I T or s,OOK LINE WALK-IN 1 / I I DEIK LIGLIOR DEER 1.� R..-.. ..-" .- _..._.—. -. �_ — - EXISTING rnOLaQ 103I MEEXISTING AT IN OLER ZE1g 8��1 Q m E L 10 r, - --- I I BEVERAGE COUNTER FC QUE 8L4T,� 15EVE ACkE C-OUNTEQ -- A D ® I day ! i I D _ lit L -R, I J —–—–—– __j I j Is ............ 15 1 EMPLOYEE EMPLOYEE ROS T I_ I I 1 ��/ 1• I I i � • �\��� .x• s r:rr.,r.v.v x+�xdvxr.v;.rrraxt ,//�I I I -- I � \ ,!', ,t rrc� �r woa I �'• ;}h{4;.•Sd; {p �J// I I I I I � I G 1 — I I i O 1 OOD 1 ===J I I I _ I • a I I I Tyr I -- - I I I � I I _ _ _ ---_I I I �b DRY WALL �b DRY WALL — 4'a DRI' WALL % DRY WALL U % DRY WALL -- wall backing wall backing PLY WOOD wall beeking rw-a 7'�b required ---- - re uired__ 3,_0. wall backing required ___ _ TYP- i x 8 WOOD wall backing l l 16 GAUGE ST _= required I BLOCK BACKING a, _ requlred n I I wall backing 7'1" O_G _ 4'-fJ�� Pl�'F" OD 4'.a" 16 GA S METAL 3'- required < % FIRE WALL �b PLY WOOD I 4'-0„ �b 6 S,S, FINISH -__� __ -1 I FRP BOARD FINISH - _ 16 GA ISHEET META � 13" O C - WALL MOUNT TABLE BASE ROUGH—IN S,S, FINISH --TYP, Z x b WOOD PLAN �,__ __- re'�tralnt FRP BOARD f INISH „ s-c -o FRP BOA F,NISH s_` S.S. NISH BLOCK BACKING r- 16 GAUGE StEE a'-� DRY WALL - k'e DRY WALL— _% DRY WALL --- b DRY WALL —J �b DRY WALL — ---_--_. DATE _ - -- 05-12-03 HOOD WALL �1 TA15LE 4 WALL SHELF rr1 HANG' SINK WAL_ MOUNT TABLE 4 WALL SHELF= HAND SINK WALL MOUNT TABLE 4 WALL SHELF BACKING PLAN SCALE OA ELEVATION �: ELEVATION V ELEVATION ELEVATION O ELEVATION �� ELEVATION DRAWN wBYl'-o" WALL MOUNT RILL WALL LENGTH x 30" WIDE FULL WALL LENGTH 46" PLYWOOD 30" LENGTH x 48" PLYWOOD WALL. FULL WALL LENGTH 48" PLYWOOD 30" LENGTH x 48" I6 GA. SHEET METAL FULL WALL LENGTH x 41" WIDE —_ --- ---.------ --- XLY 16 GA. SHEET METAL WALL BACKING WALL BACKING PROM +36" AFF TO WALL BACKING CENTERED ON SINK WALL 15ACKM FROM +11" AFF TO WALL @ACKING CENTEREC ON SINK 14+ GA. SHEET METAL WALL RACKING TABLE RASE BACKING aG --- -- SCALE. 1/4" ■ V-0" JOB No. FROM 18" AFF TO 108" AFF AND 12" 484" AFF FROM +30" TO 410" AFF +108" AFF FROM +30" TO +-18" AFF FROM +36" AFF TO +18" AFF NO SCALE 00308-6-7-8.DWG WIDE 16 GA. SHEET METAL, WALL SHEET BACKING FROM 8" AFI= TO 20" AFF FS-8� _ - __.- — ------------- _ _-- ---.-- _. — GreenburgRd. 10350 BUP2003-00294 4001 57 CIF S 1 NOTICE: IF THE PRINT OR TYPE ON ANY I I l f l l l l l it- l l l l l l l l l u l l l l l l l l l l l u l l t l l l I I I I I I I f T�i I !I I f I l l l! I I I I I I I 111 I I I (.pe IMAGE IS NOT AS C-EAR AS THIS NOTICE, I�I-__1t _I �� I II _ I 6I �J I �l I �I I 11 I j F 11 IS DUE TU THE QUALITY OF THE �L ",3e ORIGINAL DOCUMENT g ��8 9 LT�L 4)��L S ��6.I tfz Z 8��t BTS� Li�t ��t 4iiI ib�i Sl Za�i 111lI ��i 8 L I 9 9 it (S ;�6 I- Thu. IIII IIII�IIIIIIIiI IIII IIII�IIIIIIIIi�lllllllll illllllll�ll►,I�!II IIII Illl�llllllllullllllill�llll IIII�IIIIIIIII Illllllllllllllllll�lllllllll�lllllllll IIIIIIIII IIII III!�IIIIIII�I IIUIIll1111llllill�ll�llllll�llll Iill�llll Ullll>uI��L ull�Jllllul�ll�lllllll�111 1111�1II d �SIn d « VERIFY® WITH TYPE 2 HOOD NOTES - y-- LOCAL CODE ebb eT k �`---DUCT SIZE + ,2" GENERAL NOTES red 1. HOOD TO BE 18 GA. S/S, ALL-WELDED CONSTRUCTION NTH ALL JOINTS AND SEAMS TO BE GROUND SMOOTH. I �. 2. DUCTING TO BE 24 GA. GALVANIZED NON-WELDED DUCTWORK. THESE ARE GENERAL NOTES BASED ON TYPICAL CONSTRUCTION. IN ALL 3. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL PENETRATIONS, SHAFTS, RAIN SHIELDS AND SEAL WEATHER TIGHT. 3/4" P T. PYLWOOD CASES LOCAL CODES HAVE PRECEDENT OVER THESE NOTES AND IT IS THE o �- 4. EXHAUST DUCTS SHALL SLOPE TOWARD HOOD 1/4" PER 12" OF LINEAL LENGTH. ABOVE ROOF BY G.C. RESPONSIBILITY OF THE INDIVIDUAL CONTRACTORS TO FOLLOW SAID CODES. u- 5. TO TOP OF CUT I nn U 5. THE EXHAUST AND MAKEUP AIR SYSTEMS SHALL BE CONNECTED TR AN ELECTRICAL INTERLOCKING SWITCH. iv % W/2' CANT STRIP ATTACHED DIMENSIONS SHOWN ARE FROM FACE OF FINISHED WALL OR FLOOR TO �I (ALL ELECTRICAL BY ELECTRICAL CONTRACTOR - REFER TO ELECTRICAL DRAWINGS). + TO EXTERIOR WALL & ROOF CENTERLINE OF ROUGH-IN AND CENTERLINE OF ROUGH-IN TO CENTERLINE 2 6. EXHAUST HOOD AND LIGHT FIXTURES TO BE UL LISTED. -'f BY ROOFING CONTRACTOROF ROUGH-IN, UNLESS OTHERWISE SPECIFIED AT DIMENSION. 7. CONSTRUCTION OF EXHAUST SYSTEMS HOODS AND DUCTS TO CONFORM TO 'UL(9' CODE. NGRF.�E/ CT 8. THE ELECTRICAL CONTRACTOR SHALL. MAKE ALL APPLICABLE CONNECTIONS FOR PROPER OPERATION OF ALL SYSTEMS. r 2 1/2" STEEL STUDS O lfi" O.C. a 0 9. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION OF PENETRATIONS AND COORDINATE CRITICAL EXHAUST SYSTEM REQUIREMENTS WITH ( P.S.P.). r , _ JOINTS IN GYP. BD. JO 10. THE ELECTRICAL CONTRACTOR SHALL LOCATE ALL ELECTRICAL CONNECTIONS FOR EACH FAN MOTOR AT EACH FAN LOCATION. W/ AP SEAL ALL LL JO FIRE RATED 11. THE ELECTRICAL CONTRACTOR SHALL SUPPLY ALL THERMAL DISCONNECTS AND MAG STARTERS. GYPSUM MUD f TAPE MAT'L. 12. THE EXHAUST AND MAKE UP AIR SYSTEM IS COVERED BY A ONE YEAR PARTS AND LABOR WARRANTY FROM THE DATE OF EQUIPMENT ILL START UP, PROVIDED A QUALIFIED SERVICE COMPANY IS PERFORMING REGULAR MAINTENANCE. 16 GA. GALV. TOP PLATE THIS WARRANTY 15 VOID IF NO SERVICE HAS BEEN PERFORMED AFTER NINETY (90) DAYS FROM THE EQUIP. START UP DATE. WELDED TONDT CT &P SUURB F ADAPTER P. ij MECHANICAL NOTES 0 VENTED ROOF CURB O ADAPTER BY P,S.P. FANS MUST BE LOCATED 10'-0" MINIMUM FROM ADJACENT BUILDINGS AND r'1 PROPERTY LINES. 0 ROOFING, CANT STRIP & PT BD. � AIR INTAKE FROM MAKE-UP AIR UNIT AND H.V.A.C. SYSTEM SHALL BE LOCATED L5 FFGVER6Y SIZE REASE T � BY ROOFING CONTRACTOR 10'-0' MINIMUM FROM EXHAUST FAN OUTLETS. Lo TYPE I HOOD NOTES - 0 0 ROOF LINE FINAL AIR BALANCING OF HOOD SYSTEM TO COMPLETED BY APPROVED CONTRACTOR AFTER ALL HOODS, MAKE-UP AIR AND BUILDING AIR UNITS ARE 1. HOOD TO BE 18 GA. S/S, ALL-WELDED CONSTRUCTION WITH ALL JOINTS AND SEAMS TO BE GROUND SMOOTH. INSTALLED. * Q 2. DUCTS TO BE 16 GA. GALVANIZED OR 18 GA. S/S ALL-WELDED GREASE TIGHT CONSTRUCTION. AZO' 3. FIRE PADS TO BE 22 GA. SHEETMETAL ON 1" MINERAL WOOL BAITS REINFORCED WITH WIRE MESH. PENETRATION AND BLOCKING UAN OFF NEVEN AER DRAW ACROSSTHEFILTER BANK COLLAR MAY CREATE A ,^ Z 4. TYPE I - EXHAUST DUCT SHAFT TO BE I- HOUR FIRE RATED CONSTRUCTION (TO BE VERIFIED BY THE LOCAL BUILDIND AUTHORITY). 0 0 BY GEN. CONTR. GCj 5. THE GENERAL. CONTRACTOR SHALL PROVIDE AND INSTALL ALL PENETRATIONS, SHAFTS, RAIN SHIELDS AND SEAL WEATHER TIGHT. cr fA 6. AN APPROVED, AUTOMATICALLY OPERATED. FIXED PIPE FIRE SUPPRESSION SYSTEM SHALL BE INSTALLED OVER THE COOKING AREA ONE HOUR SHAFT PER NEPA 96 1 AND BE PROVIDED UNDER SEPARATE PERMIT BY A LICENSED CONTRACTOR. BY GEN. SHA Ny 7. EXHAUST DUCTS SHALL SLOPE TOWARD HOOD 1/4' PER 12" OF LINEAL LENGTH AND ACCESSIBLE CLEANOUTS SHALL BE PROVIDED 0 AT ALL CHANGES IN DUCT DIRECTION AND EVERY 20'-0" ON A HORIZONTAL DUCT RUN. vi 8. TYPE I EXHAUST HOODS AND DUCTS TO HAVE A MINIMUM CLEARANCE FROM COMBUSTIBLE SURFACES OF AT LEAST 18". 0 �g In J 001 z 9. TYPE I EXHAUST OUTLETS TO BE MINIMUM OF 40" ABOVE TOP OF ROOF SURFACE AND 10'-0" FROM ANY BUILDING AIR INTAKE TOP AREA OF CEILING P� � 10. THE EXHAUST AND MAKEUP AIR SYSTEMS SHALL BE CONNECTED BY AN ELECTRICAL INTERLOCKING SWITCH. OR EXHAUST HOOD U M (ALL ELECTRICAL BY ELECTRICAL CONTRACTOR - REFER TO ELECTRICAL DRAWINGS) to - _____ ______11. E%HAUST HOOD GREASE FILTERS AND LIGHT FIXTURES TO BE UL LISTED. ALE� �� ® ELECTRICAL NOTES V 0 O 12. CONSTRUCTION OF EXHAUST SYSTEMS HOODS AND DUCTS TO CONFORM TO 'NFPA' A96 . 16 GA. GALV. METAL CLOSER KIT 13. THE ELECTRICAL CONTRACTOR SHALL MAKE ALL APPLICABLE CONNECTIONS FOR PROPER OPERATION OF ALL SYSTEMS. BY P.S.P. ATTACHED TO DUCT WORK I 14. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION OF PENETRATIONS AND COORDINATE CRITICAL ELECTRICAL CONTRACTOR SHALL MAKE ALL ROUGH-INS AND FINAL CONNECTIONS IJ.J EXHAUST SYSTEM REQUIREMENTS WITH ( P.S.P.) IN CONFORMANCE WITH ALL LOCAL CODESDUCT SHAFT SECTION V MAG STARTERS REQUIRED ON ALL EQUIPMENT IS REQUIRED IN LOCAL CODES OR 15. THE ELECTRICAL CONTRACTOR SHALL LOCATE ALL ELECTRICAL CONNECTIONS FOR EACH FAN MOTOR AT EACH FAN LOCATION, ELECTRICAL CONTRACTOR SHALL SUPPLY ALL DISCOW'_CTS, INTERLOCKS, AND 16, THE ELECTRICAL CONTRACTOR SHALL SUPPLY ALL THERMAL DISCONNECTS AND MAG STARTERS. I ZY 17. THE EXHAUST AND MAKE UP AIR SYSTEM IS COVERED BY A ONE YEAR PARTS AND LABOR WARRANTY FROM THE DATE OF EQUIPMENT NOTE--- THIS DETAILED ILLUSTRATION NOT FOR CONTSTRUCTION. ALL DETAILS AS SPECIFIED. Q < 00 START UP, PROVIDED A QUALIFIED SERVICE COMPANY IS PERFORMING REGULAR FILTER CLEANING AND MAINTENANCE. AND MATERIAL WILL NEED TO BE APPROVED BY LOCAL BUILDING CODES. 0 m ���Lfff111 THIS WARRANTY IS VOID IF NO SERVICE HAS BEEN PERFORMED AFTER NINETY (90) DAYS FROM THE EQUIP. START UP DATE, ELECTRICAL CONTRACTOR SHALL SUPPLY KITCHEN EQUIPMENT CONTRACTOR WITHWRITTEN VERIFICATION FROM POWER SUPPLY COMPANY OF VOLTAGE AND PHASE OF POWER AVAILABLE TO THE BUILDING. ELECTRICIAN SHALL VERIFY WITH P.S.P. ALL VOLT GES, AMP LOADS, AND OTHER SPECIFICATIONS ON ALL EXISTING / OWNER SUPPLIED EQUIPMENT TO BE USED. DBL. NUT ALL THREAD II"x1I"x 3/16" "U"--CHANNEL AT TOP AND BOTTOM LAG BOLT TO ROOF TRUSS W/ ' ^ \'xl\ LAG'S - ON APPROVED V / O SU?PORT Q F--.TOORICCEILINGFBEAMSS NOTE: CLEARANCE FROM COMBUSTIBLE MATERIALS OF NOT ' ^ Q LESS THEN 18" INCHES FROM THE HOOD v ' 1� THIS MAY BE REDUCED TO NOT LESS THEN 3" INCHES PROVIDED THE 1/2" ALL THREAD RODCOMBUSTIBLE MATERIAL IS PROTECTED V LOCATED AT CORNERS S/S 14 GA HANGER WITH ONE HOUR RATED MATERIAL AND MID. POINT ON HOOD WELDED TO HOOD 12'-0" AND ABOVE IN FIELD 2"x6" STEEL WALL (IMC SEC. 507.9) LEGEND BACKINGIN WALLBEHIND F.D. - FIRE RATED DAMPER WBE EXH. HOOD NOTE: C.O. - CLEAN OUT DOOR (EXH. DUCT) I Li.l A WET CHEMICAL EXTINGUISHING SYSTEM MUA - SUPPLY AIR _I SECURE WALL FRAME rt1v1 -TYP. FLEX CONNECTER TO BLK'G IN WALL W/ WILL BE PROVIDED FOR ALL CLASS I HOODS NO. 10 SHT. MTL. S/S AND WILL COMPLY WITH FIRE - TYP. METAL DUCT RUN �- SCREWS O 24" o.c. 2 DEPARTMENT AND FIELD INSPECTIONS FUR..- FLOOR AREA ROWS DEEP BY THE LOCAL JURISDICTION G.C. - GENERAL CONTRACTOR C FIRE EXTINGUISHING SYSTEM CONTRACTOR WILL Ql CLASS 7 PROVIDED DETAILED DRAWINGS AND SPECIFICATION ® - SUPPLY AIR DIFFUSER (ceiling) LISTED 16 GA S WALL S7E0 TO THE LOCAL JURISDICTION FOR RENEW 6 Ln FRAME WELDED TO (IMC SEC. 509) m - SUPPLY AIR DUCT Q BACK OF HOOD UL NOTE'E' 0 - EXHAUST DUCT SQUARE. 7e" Fl GENERAL CONTRACTOR IS RESPONSIBLE O -J FOR RATED DUCT SHAFT CONSTRUCTION W - EXHAUST DUCT ROUND Q q. COOK NON COMBUSTIBLE MATERIAL FIRE RATED / v �- ENCLOSURE TO BE CONSTRUCTION TO LOCAL - AIR FLOW DIRECTION II I BUILDING CODE AND (IMC - SEC. 506) Ii I MVD MANUAL VOLUME DAMPER - V, NOTE, (- E%15TING_DUCT EXH. RUN M COOK UNE HOODS LESS THEN 12" INCHES FROM WALLS AND CEILINGS yj T SHALL BE FLASHED SOLIDLY +� `� ) WITH MATERIALS OF THICKNESS 0 TYPICAL EXH. HOOD HANGER DETAIL SPECIFIED IN THE IMSEC.C SEC. TO O CD OR MATERIALS CONFORMING TO ONE N. T. S. SCALE HOUR RESISTIVE CONSTRUCTIONS (IMC SEC. 507.9) CIT,TOF710AR0 0. Condttions V Approved""dbed in'. O Fol on1Y the w c00 - 002 Z PERMIT NO. See Lett"lo.Ad;�a N_ �hq ............................. . R I- CJ I Job Address: O's paler N Z -a BY. R/ U A] ET Q J GrBUP20 3-6% . 1035' UP2009-00294LL^ 41 01 57 Q.. IJ NOTICE: IF THE PRINT OR TYPE ON ANY 1 I I I I I �� 1 I II�III III IMAGE IS NOT AS CLEAR AS THIS NOTICE, _I I I I I III IIIIIIIIIII IIII Ii�TTII I If I1 IITITI 11 II 1I111 IIII IIIIIIIII IIII IIII III II I f111 II I I}I�I I �/ , / koIIIII y IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT I� I ILII IIIIIIII IIIIIIII IIII�II II IIII�III� l lllm uullui iul uli uuluu lu�llli iullllll illlllm illllllli ills llli iulllul iluhlll illllmi uullui iulllui uulmi iu�u iul�l iudm ui ll, ll�illl B s nllluu milml Euluu 1111�N11 E In L i Md fco f J1 L1 p � ++ ln � .;' S O - 0 �C o � y m � N X N Za LL N y LL1,� 0 �R � U 1 r NEW EXHAUST FAN t- ar w LOREN K I MOD. #VCR- 0 150VOH4B M; I 1,040 CFM, 1/3 I-II, 3/4" SP, r 1 3 PH, 208V, 1725 RPM MOTOR O^ 98 LBS � - _--_-------- - --._— ----- �.` 349 1/8 --- - ----_-_---________ ---------- --- ----- -- --------------- 23515/16 — 3515/16 — -- %a(FIELD VERIFY) (FIELD VERIFY) Im _ �- - --------- — - -- - — - - -- --- - �- C] 23 1 /2 63 11 /32 28 17/32 i0i (FIELD VERIFY) 39 1/2-- p 50 EXISTING EXHAUST FAN - p� EXISTING GAST _1 30 1/4 JENNFAN MOD. #NBRTD240 EXHAUST 1 I � 3,640 CFM, 3/4 HP, 3/4" SP, O ___ __ I ! I --- 1 ' INSULATED / 3 PH, 208V, 1725 RPM MOTOR 83 9/16 24 89 /2 EXISTING — 82 7 8 (4000 CFM ORIG. CAPACITY) 2U" X 18" M.U.A. DUCT ' I I I l i / 1 109 110 1 /2 DROP TO ROOM I � I i ____� I + 30 1 /4 � � z W EXISTING M-U.A. FAN --"-"""-" r' ~ _ JENNFAN MOD. #CSF120 1345/32 �`�, '34 3/4 EXISTING 18" DIA. U L — Z 1.5 HP, 3PH, 208V MOTOR (F/V) I F-L---------- ---- -- -y- ------------------------ -------------------------- --- DUCT DROP TO ROOM N w U) 14 112 L_ — UNINSULATED � ------ ---- ------ ---- ---- --------------------------------------------------------------- - ---� I , I . , I '^ I , - , 00 PLUMBING I I 30 1 /4 ?~ 30 1 /4 : O p LTJ VENT /__� I I EXISTING IN-LINE t11 O N I ! DUCT FURNACE Y (� Z � .. 38 112 {- 39 1 /2 7 /11, REZNOR MOD. #HCRG400-8/ 1 2 1 , _ Rl l 1 /2 �� `-- ' 76 1 /2 30 1/4 — -- 22 49 1 4 30 1 /4 EXISTING M.U.A. FAN �` / JENNFAN MOD. #BCSF18 15 1 /2 — -------- ------------------ -------- ---------------------- -------------- 3 HP, 3PH, 208V MOTOR Ld J ' ---- --_.---------- -----.______.__.._.____.----------------. _.-._------ ---- --i--------------- - 106 j.; Y N EXISTING EXHAUST F;�� EXISTING EXHAUST FAN O m () O 1 Gi 3/8 38 1/2 25 24 1 /4 12 - JENNFAN MOD. #NERTD240 JENNFAN MOD. #NBRTD240 ' Z Z \ 3000 CFM, 3/4 HP, 3��4" SP 3000 CFM, 3/4 HP, 3/4" SP 3 � � EXISTING VAPOR 3 PH, 208V, 1725 RPM MOTOR 3 PH, 208V, 1725 RPM MOTOR Y Q �p 300 EXHAUST FAN / EXISTING IN-LINE , "-'------ (4000 CFM ORIG. CAPACITY) (4000 CFM ORIG. CAPACITY) m O I I I �� JENNFAN MOD. #RED1025.1 DUCT FURNACE EXISTING GAS 1 /4 HP, -1 PH, 115V MOTOR REZNOR MOD. #HCRG225 120 58 3/4 + 46 1 /2 0 O EXHAUST I 1 MIN. (TYP.) O EXISTING INSULATED I � � ------- ---- -_ ---------- ------- 66 3/4 ( + J 3F" X 18" M.U.A, DUCT I I I I I I 155 11/16 DROP TO ROOM 1 I I EXISTING INSULATED ' - -------- 26" X 18" M.U.A. DUCT 3ea 12" X 13" 22 GA. GALV. p 14 3/4 DUCT DROPS TO ROOM -7/4- 24 1 /2 4— 23 46 1 /2 1 1 /2 r ,�--26 1 /4 -, 810 CFM EACH �4 - - 0 F V1� -----------� ,i�\-------- --T -----------T V) ( / / j /I I I w / I T -- NEW EXHAUST FAN I I ! \ I ^vW1, I L_OREN COOK VAPOR FAN 34 1/4 1 0 156 Q I I .+ 28 7/16 MOD. #ACRU-B-120C2B ! ! I I 1,050 CFM, 1/6 HP, 1/4- SP, NEW 100.0 NON-TEMPERED 1 PH, 115V, 1725 RPM MOTOR 18" X 18" 22 GA. GALV. �� �- ---- - -----_-_ `y --_------- 70 LBS. MAKE-UP AIR DUCT I 113 3/16 ROOF - ---- 186 1 /2-- — — 101 112 -- ACCESS NEW MAKE—UP AIR — PHOENIX SWAMP COOLER 34 72 __ _ -_ ___ MOD. #HM4800 3eaEXISTING INSULATED �_ EXIS'CING INSULATED I W 36" X 18" M.U.A. DUCT J (F/V) 2,430 CFM, 1/3 HP, .25" SP, � �- 28" X 20" M.U.A. DUCT 1 PH, 115V, 1725 RPM MOTOR DUCT DROPS TO ROOM — 140 LBS. (SHIP WT.) 34 4 -- ----� WATER TIGHT CURB ` ,b BY G.C. 1 /4 1 CJ 12" DIA. 24 GA. GALV. ROOF PLAN --- VAPOR EXHAUST DUCT SCALE: 1,/2 = 1'--0" u 00 0 BACK K joy -� CD (L r_lt� 0 � kn C-D � � Q NOTICE: IF THE PRINT OR TYPE ON ANY I I I III I III I I I I I I VIII I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I III I I I I I I I I I I I I I l l l!,I,I III I I I I I I I I ! I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I III III IIIIIII IIIIIII VIII U2IMAGE IS NOT AS CLEAR AS THIS NOTICE, G d ITIS DUE TO THE QUALITY OF THE _ No 36 `• f�°" ORIGINAL DOCUMENT i; 6Z gZ LZ 8Z Z 4Z EZ I �Z TZ 07, 6i 8I Li 18t 9 [ bt Ft Zr it I l l6 8T L Iti 4 —T - ---T£ Z Flll ! i I� IIIIIIIIIIIIIL.►VIIIIIIIIIIIIII► IIIIIII I�I�ill i�l�l� � IIII►�II►I IIIIIIIII►IIIIIIIII ►I IIIIIIIIIII►I� II1111II► IIIIIIIII�I I � N F3 9 X 10 16 GA. GALV. " FIREMASTER DUCT G co GREASE VAPOR EXHAUST WRAP BLANKET BY a0 DUCT BY PSP PSP (TYP.) M :s L a> � o EXISTING EXHAUST FAN ami r 3 + b E JENNFAN MOD. #NBOTD240 i i v >3 ` 3000 CFM, 3/4 HP, 3/4" SP, i 1 m a c Q u L 3 PH, 208V, 175 RPM MOTOR LOREN COOK ; 18 LOREN COOK 10 (4000 CFM ORIG. CAPACITY) MODEL# VCR-150VH4B i \ i MIN. I.D. MODEL# VCR--150VH4B x I -mak 1,040 CFM, 1/3 HP, 0.75" SP, ____ ,34 3/4 1,040 CFM, 1/3 HP, 0.75 SP, I I -� �— — 3 PH, 208V, 1725 RPM MOTOR \ LL_ 3 PH, 208V, 1725 RPM MOTOR �- EXISTING EXHAUST FAN EXISTING EXHAUST FAN 98 LBS. 98 LBS. ,JENNFAN MOD. #NBRTD240 JENNFAN MOD. #NBRTD2.40 -- 3000 CFM, 3/4 HP, 3/4" SP, 3,640 CFM, 3/4 HP, 3/4 SP, - 9 WATER TIGHT EXHAUST PH, 208V, "1725 PPM MO10R CURB BY G.C. PER STATE TATE 3 PH, 208V, 1725 RPM MOTOR C=4000 CFM ORIG. CAPACITY 17 AND LOCAL CODES (4000 CFM ORIG. CP,PACITY) ( _ � _ MIN. I.D. � -/----- ---------�---`� -- ----- --------------\- I � _- VEN-IED GALV. DETAILCURB ROOFJACK 3/4" = 1 '--0" SCALE 18 —I MIN. I I ' ! 18 Q I I I MIN. rrnnll i U I I I ! FAN / DUCT STAND �-- Lu 19 BY G.C. PER STATE I AND LOCAL CODEScy n LJ Q I I I I I I I I I I I I I I j I I I I I I I I I I I I I PARAPET WALL_ i p �> FOR EQUIPMENT BAY ��., i z LiJ 9 X 10 16 GA. � � N � w Q I I 1 ' GALV. GREASE VAPOR I I I - ' EXHAUST DUCT 78 ! 1 ' , � � 0 Z EXISTING 17" X 17" ' ' 1 , , I 04 w 16 GA. Gf1LV. ALL. -WELDED CREASEI I I I VAPOR EXHAUST DUCT i i FIREMASTER DUCT i i �Q vi 1 i WRAP FIRE BLANKET ^m � 13Y PSP (TYP.) 'FIREMAS fER' J 00 DUCT WRAP O o FIRE BLANKET i U-) w w O tV WATER TIGHT CURB BY PSP (TYP.) i U IX I w BY G.C. PER STATE I 9 V Q O 1 , I AND LOCAL CODES ROOF ROOF 1 I I o w TRANSITION FROM 16" X 18" i i i i O m U O TO 17" X 17" i i ' TRUSSES � TRUSSES I _ 7 17 — I GALV. DUCT I 3 Z wco ITEM #53 - NEW VENT-MA ►IC I I CLOSURE PANEL ��MODEL #COX-168 GREASE ' ITEM #56 - NEW VENT-MATIC g i _ I 10 L m o cO VAPOR EXHAUST HOOD MODEL #COX-48 GREASE VAPOR EXHAUST HOOD ! SEE PAGE 4 FOR SECTIONLo p CEILING -7 '17 ; 6 CEILING 6 GALV. DUCT GALV. DUCT 18 GA. S/S HOOD TO CLOSURE PANEL CLOSURE PANEL 12 CEILING CLOSURES (TYP.) 12 U) 168 24 lea CAiJOPY STYLE TYPE I --�_ -- – - 168 — 48 3 SYSTEM: "VENT—MATC" ��– --------- ------------- MODEL MODEL #COX-48 C I II _ _ I I ��, ! r-�-- u GALV. GREASE DUCT IS OF ALL 6 1! II 1 - -- 1 1 I��i l 1 1-------._._CZE c ' WELDED AND WATER TIGHT MIN. I I T 122 I I CONSTRUCTION7 1 48 I ii II II , 1 ' i I I ! IIII 1 13 ' Q III rri 11 1-k 11 11 II I I I I � n II II 96 ,+,� � �J OA I I I 78 I I r�i ----_- ----v---- _ F� i�\ L --J I fir_===�r-ir-------- i r -� 11 1 I II LiJ F===q -- --------------- -=—rl,l�- ! -C==7 1 I �.�===_JI 11 I I ,' I I -----------�j I I , I I I �ROEr] I vII 11 I I I I �� 11 -- I II 1 66 I11 l[ 11 I CD C� I I - --- - I \c� I rC- ---- ----�1 11 ...� I I _ o I I r� I ° 0 I _ I I 1 I II I I 11 I I I I� L J I I L � I I I I I I I 1�Z� I I I �- -I I I 1 1 I ' (� I I I J I I I I I rr I I I I I I II II ! 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S/S BACK AND RIGHT SIDE O Vq WALL FLASHING WITH VERTICAL _ O ELEVATION FLU TING, J-MOLDING, AND S E C �1 I O N JOINER STRIPS - LOCATED UNDER _ v 3/4" = 1 '-0" SCALE ITEM #56 - COX-96 EXHAUST HOOD 3/4" = V-0" SCALE C CD CD I -s 1b. NOTICE: IF THE PRINT OR TYPE ON ANY 11 IIIIIII III I I I I I I I I I I I I I I I I I I I I I I I I I I I ! I I I I I I I I I I I I I I ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 I III IIIIIIIIII III I I I f I I l I l I IIIIIII IIIIIII III III IIIIIII IIIIIII I I I I I I `C �l a� (�(, IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE (QUALITY OF THE No 36 ORIGINAL DOCUMENT � giZ �gZ ,.T�ti gZ 91T, >b1ti Su ,r [Z Oti 6i[ Bf[ Lt 9t 9t 6t F. i til1t le�i ( i �8 8� L 9 fi I 1E Z Ti���nw III Illllllll�llillllll IIII�I!IIIIIIIII11l IIIIIIIIIIIIII IIIfLllll IIIIIIIII Illllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII Iilllllll IIIIIIIIIIIIIIIIIIIIIIII�Illllllll�llli ill��ll�lIIIIIII�III it T ( Illi I i 111>ll �II�II II (IIIIIII IIII I l �1W1ll11llllWlllllJ. 1W1111lllllll�ll lllll� III ►ill .L CippL 6 L Ln ,30 a o "N 4 C C N 0 1 a (n F- d a u L LOREN COOK MJDEL# VCR 150VH4B EXISTING EXHAUST FAN EXISTING 1,040 CFM, 1/3 HP, 0.75 SP, JENNFAN MOD. NBRTD240 EXHAUST FAN 3 PH, 208V, 1725 RPM MOTOR \ # JENNFAN MOD. #NBRTD240 98 LBS. \ 3000 CFM, 3/4 HP, 3/4" SP, EXISTING EXHAUST FAN 3000 CFM, 3/4 HP, 3/4" SP, 3 PH, 208V, 1725 RPM MOTOR J .-NNFAN MUD. #NBRTD240 3 PH, 208V, 1725 RPM MOTOR t- (4000 3 CFM ORIG. CAPACITY) �. (4000 CFM ORIG. CAPACITY) a ,640 CFM, 3/4 HP, 3/4 SP, I , _ 3 PH, 208V, 1725 RPM MOTOR r (4000 CFM ORIG. CAPACITY) I � I I , -- --r---- - - O orb CL (a I I o a Z 0 Z Ld N r- O EXISTING '17" X 17" I I v i i I I �Y1 U Z + I EXISTING 17 X 17 04 x En I TING 17 X 17 , I 16 GA. GALV. ALL I I , i 16 GA. GALV. ALL �g 16 GA. GALV. ALL , � , t -WELDED GREASE ; ; -WELDED GREASE + + VAPOR EXHAUST DUCT I I ; ; -WELDED GREASE VAPOR EXHAUST DUCT , , VAPOR EXHAUST DUCT 00 Lo o w o N ! I Y w z WCK m 2 U 7O + I i LL O LdJ ROOF — i I I ROOF I I o m Y O I I T_ U -- ------ = y L 1 300 I , I + + CC Q ITEM #77 -NEW 'VENT-MATIC' TRANSITION FROM 16" X 18" i i TRANSITION FROM 16" X 18" i i Ym MODEL COX-120 GREASE TO 17" X 17" ' ' TRUSSES " " 17 I �- 17 ; m TRUSSES - 17 -�' TO 17 X 17 GALV. DUCT VAPOR EXHAUST HOOD I I , , --�` GALV. DUCT i i ITEM #78 -NEW VENT-MATIC I CLOSURE PANEL_ I I O GALV. DUCT ul + I MODEL #COX-120 GREASE I I ,-- CLOSURE PANEL ' VAPOR EXHAUST HOOD ' I CLOSURE PANEL — I CEILING -- 6 CEILING 6 rr-n Lo 18 GA. S/S HOOD, TO 120 — — 120 _ __ 112 CEILING CLOSURES (TYP.) 12 r -` ---mak o 24 2ea CANOPY STYLE TYPE I 3 SYSTEM: "VENT-MATC" MODEL #COX-120 II__ ry GALV. GREASE DUCT IS OF ALL Q 122 WELDED AND WATER TIGHT ------------------------------------------ CONSTRUCTION 48 :D _ 6 3 6 96 MIN. MIN. � I I , J -_---- -------------- ------------- -- - { -- -- -- - _ _------- ----- -- ------- I I I I I I I I 78 Ir66 `� I I I II I I I i I I I 1 rI r-----LL---------------------1L_tl_.---'--------------11-x-11__— -----------.'___-----------•—L-, I I I�'_-11.._--------------1L_ _-.LL--- ---.1L—_1 --- ------------------------------------------- I I I I II I I + I II I II I I Ln I I II I II , I I Vi O I II 1 II i I I I I I I II I I I I I I II + FLOOR I ' ( - �v\--- --- - --ry o +\\� T I\U ^\J I\�I 1\\J I I\`j X11\\J I^U \I FLOOR v ELEVATION SECTION ( TYP . ) 3/4 = l '-O" SCALE 3/4" = 1 '-0" SCALE O `�1 IL . . p z C 41 r-)--1 � (n zk._ a " - '.1.'�IFa .... ISI.wwm�nwwniM�.M'^ •• . NOTICE: IF THE PRINT OR TYPE ON ANY 11 1 1 1111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 11 1 1 1 1 1 1 11 11 1 1 1 1 1 1 1 1 1 1 1 1 !1 IIIIIII IIIIIII IIIIIII IIIII IIIIIII IIIIIII 1 1 1 1 1 ! 1 III 111 1 111111 1 1 1 1 1 11111111 IIIIIII 1111111111111 I / IMAGE IS NOT AS CLEAR AS THIS NOTICE 1 I �I I I ' l -_--- _ - --1 --_ �1 _ - 5� ITIS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT E 8�Z E�z L(y g((y s11z 61Z sLz tz oZ a [ e [ ct s1 Qt 6t sr ZT t1 T L e IIIIIIIIIIIIIIIIIIIIII�IIIII!!IIIIIIIIIIIIII!(IIIIIII!llllllllllllllllllllllll I ff III IIIIII l IIIIIIIIIIIIIIIIIIIIIIII�II ff I f f � 1 � � III1111I11 IIIIII !IIIIIIII III! I111�111�111�1111�111111 Ill�lllllllllllllllllll►Ill16,llll11,1`1111 � l�lW1��1111 �11I11L11�J11. Ll �JI111111111�1111►I I I�NI I� I 5 N I rn_ lob LL _ c; Lo (�" a �d SL P 0oA 04 �o v �m -) ''1 cCaNlu $ ` 14 rn MIN. X c a 19 14 6 MAX. MIN.N (D O p --- 19 r r MAX. CURES DETAIL. � ""' gyp■ � 3/4" = 1 '-0" SCALE f u � 00 Lu 9I I i PARAPET WAL O00 ` a 0 LOREN COOK MODEL #ACRU-8-120C2B 1,050 CFM, 1/6 HP, 0.25" SP, \ qtr p 1 PH, 115V, 1725 RPM z W 70 LBS. N �— m z N VAPOR FAN1 cm cm STAND cm 1 DUCT 00 12" DIA. 24 GA. SUPPORTS \ 1 /8" MIN. / FT. t O o J � U-) w w O N GALV. VAPOR \ SLOPE �.. v X z i EXHAUST DUCT \ T Q 0 O r-1 / 8" MILD. j FT. '� U 0 vALV. CURB SLOPE \ FLASHINGLd � I J WATER TIGHT CURB BY G.C. g ROOF Z U I ? w 00 ROOF MIN. _ — o m TRUSSES II TRUSSES m Lo - - — CEILING CEILING ►� 18 18 � 72 lea CANOPY STYLE TYPE II SYSTEM: "PSP" .42 0 ITEM #120 VAPOR CANOPYop 6 I I p (jr) Q MIN. i r�r;r?r� i MIN. I MIN. I L C I I I I I I I I I I I L..IJ I I I 78 ' ; 78 I C I` L--------- ------- Ln i I 1 3 (� _-I I I III 1I I o I I I I I► �i I � I I III 1 I I I `\ S Ln I F I I I I O FLOOR r jFLOOR 4-3 I u N I EL- EVATION SEC -1- 10N L 3/4" = 1 '-0" SCALE 3/4" = 1 '--0" SCALE CL Z Z _ a C) NOTICE. IF THE PRINT OR TYPE ON ANY ! I 1 1 III III III III I I III III III I I I I I I IIIIIII III III III III I I III III III III I I i III I I ! I I III III III I I l III III III I I III ! I I I I III III III IIIIIII III I I ! IIII I I I I I I I I6 I Ig I �o IMAG- IS NOT AS CLEAR AS THIS NOTICE, L -- - --iL -- 1 - -- �. - - 4l .—__ L._— _ , No.3B 11- IS DUE TO FHE QUALITY OF THE ORIGINAL DOCUMENT > sZ t ilz or, 8iLi At 4t 6t St Zt it t 8 8 L I 9 4 �I� �- ultllll z t��eu�1--61 III! IIII IIII Illllllil IIII�IIiI IIII IIII IIII�IIII IIII IIII IIIIIIiII IIII�I►IIIIII►III IIII�IIII (IIIIIII illilllll llllll 1111 W1W IIIIINII SII 11 �IIIIIIIi III ►►� IIII II► IIIIII :t N � a � 00 01 -t� L �j L C) O 8 LGo vas �I rn0 6 Qa T ° a � aha a rc 5 � 3 ' � � � g QJ MIN. `. X n v 1 _ LL MIN. r C.J r CL+RB DETAIL cy 3/4" = 1 '-0" SCALE r � � D Q 0 3 Lu 9 PHOENIX SWAMP COOLER PHOENIX SWAMP COOLER O MODEL #HM4800 MODEL #HM4800 2,430 CFM, 1 0.25" SP Z 2,430 CFM, 1/3 HP, 0.25" SP, O - � 1 PH, 115V, 1725 RPM MOTOR 18" X 18" 22 GA. GALV. 1 PH, 115V, 1725 RPM MOTOR V. 140 LBS. (SHIP WT.) Sea 11 X 13�� 1, 1 LBS.22 GA. GALV. UN-INSUL.ATFD M.U.A. (SHIP TO WT.) M.U.A. DROPS INTO ROOM -- MAIN CAN al -- - - 810 CFM EACH Li i ----- -- - i (� O 18 --------------- -- 18 � CSV � uvi -__ _- t - 3G WATER TIGHT - _ -- - WATER TIGHT - ----- --- CURBS YG.C. 13 13 � � I CURBS BY G.C. 12 _ _ _ B G GALV. CURB m -J 00 (TYP.) - - - I� (TYP.) '� FLASHING (TYP.) 8 U-) o --.,1 p N 8 8 ROOF MIN. - Y ROOF MIN. MIN. r--- - w f m P.T. 4X4 ROOF TRUSSES SLEEPERS WITH GALV. TRUSSES J BRACKETS (TYP.) m Y 1� z Z o�0 3 w CEILING CEILING m 0 3ea CEILING LO DIFFUSERS -- / \�' 810 CFM EACH (TYP.) r ICY_ O > Q 0 0 0 FLOOR FLOOR -------- - -- --- ------ --- -__-- -- - -- - --- ------- -- ----- -- ------ --------- - -- --- - Q Ln 0 ELEVATION o 3/4" = 1 '-0" SCALE SECTION J/4" = 1 '-0" SCALE C N CL U � O Z CL p Il.. NOTI(,E- IFTHEPRINTORTYPEONANY I I I II 1 I � I 1Ill ill Ilit Itll 1i IMAGE IS NOT AS CLEAR AS THIS NOTICE 2 4 !! ,Ili ill Iiil � � l iii ilili � l I Ilii til III III � lI Ili Ilii i � ill i (t� i � i ill � i iil � i � i iii iii i � i � i i ITIS DOF THE ������ ���-�►�I , � �� ,I�I I,I.I'�.IIII1IIIII �II��III ,III1Il11J�llll�ll � - �_IIIII^L�I_llllllll�llll�llll IIIIIIIII�IIIIIIIII IlGil�lTlll—l�li9ll1lTll-ll�ll4il�Illll�llbll1lillll�llSllll[llll��lZll1lill_l-l�.I Ililltl�ILiIJlI�Ii I I 1II111 l_S8I IIT 9 Y�L—<< --II ll!1��l I��llllI q�l No 30 ORIGINAL DOCUMENT 8Z TOl [ .� .....II..._.. Ei�j1wI•�Z~� Ti Air" 4 llll� 1 ll III II►II III IIIII I I I l��lll�.11. III 111 L8 6 gm ^ r ID R14habv 'u � 9u V Q o0 _ _ 1 J _____________________ ---------- - ------ __________________ _----------------_-_- _ ; I LJ �- L--------------i ti ' .N v Io 1 11" X12" 16 GA. O l i GALV. GREASE W a s VAPOR EXHAUST 1 ( DUCT D� I � U i ! Ij o z \ ii it 0 I ' 1 I DUCT I � I CLEAN-OUT O o W 00 Y � 22 3/4 ROOF I I I = a m e7 1/4 GUTTERS 20 79 3/4 I LL U O I I J W AIR i O �p INTAKE m O U O 39 r z z EXISTING 57 3/a EXISTING Y a HVAC UNIT HVAC UNIT D7 p I m 21 3/4 67 1/2 JI' 1011 'FIREMASTER' DUCT WRAP 1 f AIR1/4' MIN. / FT. BLANKET INTAKE SLOPE (TYP ) II i 123 1/4 -__-_---_---------------------_J 8 3/4 34 3/4 ` zzs DUCT 4� ; NEW EXHAUST FAN CLEAN-OUT EXISTING I.OREN COOK Q UNIT - TO I MOD. /VCR-165VH5B EXISTING BE REMOVED 26 1,680 CFM, 1/2 HP, 1" SP, Q 81 UNIT - TREMOVED za (VERIFY) 3 PH, 208V, 1725 RPM MOTOR BE 106 LBS. 01 (VERIFY) 63 7/8 22 1/2 32 1/2 1 IV) 1732117 /2 33 3/4 I I LJ..I 25 3/4 l F_ 17 S/a -___296 1/4 (F/V) Q \ Ln LL- O � \ u 00 c u v rn ' ROOF PLAN : SCALE: 1/2" = 1'-0" L D_ ROTI SSER ! H OOD c o Z � Q 0 U a o NOTICE, IF THE PRINT OR IYPE ON \NY llf l 11 III III III Il l I 1 II IIIII Ill I I I II 1I(I TIT rl•I III II I I I II III fll III III III `III I I III III III I 1 I I III II I I II III II I III r(1 Ili III III III III I 7 IMAGE IS NOT AS CLEAR AS THIS NC TICE, ITIS DUE TO THE QUALITY OF TF E _ w.x �• - - - - - - ORIGINALDOCUMEHT (���g '11111111 f ►jB B f IB B 'll BT '11411111111 l t Yt BT RT I I f L f B B B tau. 11I1111lillllll Illl111,21111111[1 Il1111111IIIII�ullluul�116 111111111111111111111111111 uull ulllllll 111111111 IllllIITIIIllllu 111111111 Illlllul lullml ui�uu alh uldml uII uuiNll cl 10 yn N o M �! Q r.7 11q8 s coo � � 41 tean ` ' � co 00 F N x Qi v O c .� K X D ° uI nn Gl a- 10 ID rn LOREN COOK MODEL #VCR-165HV56 --- — — — ----- ------- '- A ---�— Q� ~ D 1,680 CFM, 1/2 HP, 1" SP, 3 PH, 208V, 1725 RPM � 106 Las. 3 00d lu L_._ EL ID OR z O O O W V �- iLi O [� z 'FIREMASTER' N EXTERIOR EXSPOSED DUCT WRAP DUCTWRAP ENCASED IN i i FIRE BLANKET IV GALV. WEATHER SHIELDING I BY PSP (TYP.) (n 00 11 " X 12" 16 GA. GALV. U-) w W o N DUCT `. Y w z GREASE VAPOR EXHAUST DUCT v --- --- -- --- ---- �' STANDS (TYP.) DUCT = Q m _ . -- CLEAN -OUT L v p FAN i i _- --�- -- ------- -- --_--___--- ``\ LL STAND i i 1 /4" MIN. / FT. J \ SLOPE GALV. DUCT O W r7 42 1 /4 , CLOSURE PANELS m U ------ - - -- - -- -- -- - -- - -- --- I/ (TYP.) z Z .. 00 TRUSSES 12 I I _ ROOF CEILING I L 18 GA. S/S HOOD TO CEILING CLOSURES (TYP.) ---- — -- - 24 [.n lea CANOPY STYLE TYPE I a . SYSTEM: "VENT-MATC" MODEL #CDW 72 (� o ' GALV. GREASE DUCT IS OF ALL 1 WELDED AND WATER TIGHT 6 Q Q I CONSTRUCTION MIN. 51 , I I � I I v 108 ROTISSERIE OVEN I I 78 I:-- I I > I I M I I W I I SECTION _ I I Q Ln 1 ' 3/4" = -0" SCALE 22 GA. S/S WALL FI_.ASHING I WITH ' LUTING JN BACK ; ; 3 AND SIDE WALLS ; ; U) o r-- 1 I I I I O FLOOR_ u N rn u , CD CLO CD 4 I � � IL a NOTICE-. IF THE PRINT OR TYPE ON ANY TI-ITI I f 1 1 11 III I I I I I I I I I I I I I I IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII I I I I I ' I IIIIIII IIIIIII IIIIIII VIII I IIIIIIII IIIIIII IIIIIII V I I I II � I I I � I I I IIIIIIII III III IIIIIII IIIIIII VIIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, �._ 1 J L _ -I-- _ 1 I _ S 9 _ 1U� ITIS DUE TO THE QUALITY OF THE L No.39 ORIGINAL DOCUMENT LIZ 93 9iZ fiTZ; E Z Ir 0f Z e1i T'll 'i'll Gni91t9[ t•t2431 19 9 3 T t ,,nIII�IIIIIIIII�IIIILI►I�i�lllf�lllil►I11�►�IiII��11I�i111� II � .►I ►���Il�lll.11�1 I����II � � � - il I I UWl►�IIIIIJI�I I111��1li�lI�T���i�11, L � a .� Go CL t oma, 3 * N .a V SID L_ -0 -a S. un Lw x o v LOREN COOK MODEL #VCR-165HV5B 1,680 CFM, 1/2 HP, 1 SP, rn 3 PH, 208V, 1725 RPM ,� `~ `� `' 106 LBS. ''� (0 ri1 120 MIN. ------- - -- -- -- FROM AIR INTAKE INTO BUILDING (TYP.) wcm C� _ z o 40 NEW ROOF -/ MIN. GUTTERS 18 w EXTERIOR EXSPOSED � i MIN. i,- co N � 0 DUCTWRAP ENCASED IN , GALV. WEATHER SHIELDING i i / FIREMASTER m U Z DUCT WRAP CV o✓ cn FIRE BLANKET 1 DUCT BY PSP (TYP.) CLEAN-OUT DUCT �9 --�''�-- -------_. _--- --- ------- STANDS (TYP.) (n EXISTING I - - t\ 00 HVAC UNIT 'FAN � i 11 " X 12" 15 GA. GALV. to w L� O STAND \ \ \ 1 /4" MIN. / FT. I GREASE VAPOR EXHAUST DUCT �.. v � z SLOPE w GALV. DUCT ;LL D 1 --------.--_ .___.___-__- ------ I / CLOSURE PANELS (TYP.) I J A I R — - I - - O Ld INTAKE m Y O TRUSSES Z U Z � \ ROOF CEILING I I —� � Y o cD M m 0 Lo - 24 lea CANOPY STYLE TYPE SYSTEM: "VENT—MATC" MODEL #CDW-72 o GALV. GREASE DUCT IS OF ALL 4 WELDED AND WATER TIGHT CONSTRUCTION 72 3 3 Q 0 Cy V ROTISSERIE L OVEN (3 F— 78 J 22 GA. S/S WALL FLASHING WITH FLUTING ON BACK C AND SIDE WALLS Q Ln FLOOR O U ELEVATION D 0 U -8 (__D 3/4" = 1 '-0" SCALE L 0 z CD (nCL z •L o C� air ,....,.,.rv.a•a. �i� .i dVk?R (ryr�h4F t, ,. �,. •r rn'r-� :,n Y.�;,, .. . .. NOTICE: IF THE PRINT OR TYPE ON ANY I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I III IIIIIIIIIIIIIII I I I I I !III IIII 11 1 1 I I I I I I I I 1111 IIII 1 1 1 i I I l I l I IIIIIIIIIIIIIII 1 1 1 1 1 1 I I I I I 1 I 1 1 1 1 1 11 III III III III 1 1 1 1 1 1 1 III III 1 1 1 1 1 L1 / /��Z� f+�v� IMAGE IS NOT AS CLEAR AS 1 HIS NOTICE, 1 �I 3 4 g �I I �0 11 1:21 ITIS DUE TO THE QUALITY OF THE No 38 ®<-'„W� I�tl�YiliiRY�IkOlx9r.` 01E 8Z K7. GZ 8 5Z 8 EZ Z IZ OZ 8t 8i Lt 1l 9t 6t tvl Zt tii I �l l8 l8 G l8 ORIGINAL DOCUMENT Z f 1111!111 Illll�,ill IIII IIIIIIIII IIIIIIIII IIIZ 6 I IIII Ilii IIII IIII illi IIIIIIIII IIIL�IIIIIIIIIIIIII IIIIIIIII Illlllill IIII IIII IIIIIIIII�IIII IIII IIII IIII IIII IIII IIII�IIII Illllllllllllllll!IIIIIIIIIIIIIII! I!Illllil Lll1�1111�l1�11111�111ll1W11.1��llllillllllllllll111111 IIII�IIIIINII! II HOOD g C HOOD TOTAL EXHAUST DUCT TOTAL EXHAUST EXHAU ( EXHAUST STATIC TOTAL SUPPLY SUPPLY TOTAL HOOD LIGHT LIGHT CO ALn In ITEM HOOD HOOD HOOD WT. HOOD COLLAR COLLAR COLLAR BAFFLE AMOUNi VELOCITY PRESSURE M.U.A. COLLAR COLLAR SUPPLY FACE FIXTURE VOLTAGE o � 0 -e L j i .3 -- EXHAUST SIZF VELOCITY STATIC AREA �A. BAFFLE EA. BAFFLE EA BAFFLE SUPPLY SIZE VELOCITY STATIC SUPPLY OUANTIT'Y WATTS/ 7 r 1 ° �, �B o NSACOMPONENT N010604 -- NUMBER LENGTH WIDTH HEIGHT (LBS.) (IN.) (IN.) (IN.) (CFM) (IN.) (FPM) PRESSURE* (SO. FT.) (CFM) (FPM) (CFM) (IN.) (FPM) PRESSURE= GRILLE PHASE ng °' � ° T_ E 0) - (L u 56 48 48 4 128 1040 9" X 10" 1815 0.75*' 2.25 520.00 231.12 0.28" - - - - - 2 110V/60/1 �' UL LISTED --- - - --- __-- ------ --- - - �_-_ _ - - a 6 x. (D INCANDESCENT FIXTURE ISSUE NO. A-399774 HOOD LIGHT HOOD MODEL COX48 �- • VENTMATIC AiR SYSTEMS BY PACIFIC STAIiVL.ESS PRODUCTS INC. � o • MEETS NEPA CODE 96 AND NEC 410 .• w • SPECIFICALLY DESIGNED FOR CANOPY HOODS • INCANDESCENT - RATED FOR 100 WATTS BAFFLE FILTER 19 3/16 % I U MANUFACTURED BY KASON (UL ) VERIFY r 3" HOOD WALL AVAILABLE IN: LOCATION EXHAUST DUCT COLLAR �- FRAME !' STAINLESS STEEL BAFFLE STYLE FILTER 00 ALUMINUM BAFFLE STYLE FILTE-R 4 / O GREASE FILTER CLASSIFIED BY I UNDERWRITERS LABORATORIES, INC. AS TO FLAMMABILITY AFTER 16" MAXIMUMLU EXPOSURE TO GREASE LADEN AIR3" HOOD FRONT TO BACK 10 _ END FRAME UL FILE #R13192 � Ol 964% FILTER EFFICIENT AT GREASE EXTRACTICN EXHAUST DUCT AREA GENERAL NOTES: (UNLESS OTHERWISE NOTED) ALL-THREAD HANGER BRACKET atr 1) VENTILATION HOOD TO BE SECURELY ATTACHED TO STRUCTURAL - 7/16 HOLE 2X2 CONSTRUCTION BY OTHERS PER LOCA', STATE AND LIGHT AND ACCESSORIE _ Z LLJ CL 0) FEDERAL CODES. CONDUIT LOCATED OUTSIDE O �` ~ 2) VENTILATION HOOD MUST BE INSTALLED PLIIMB AND LEVEL FOR OF HOOD TOP PANEL AREA 0 :� 0 PROPER OPERATION. c * ELECTRICAL M Z 3) ALL NOTES AND DIMENSIONS MARKED WITH AN ASTERISK ( ) JUNCTION BOX M CN X I MUST BE VERIFIED. ITEMS NOT VERIFIED WILL BE ASSUMED (VERIFY LOCATION) CORRECT. - 4) EXHAUST AND MAKE-UP AIR SYSTEMS SHALL BE CONNECTED BY S/S 12go- p •� 1 AN ELECTRICAL INTER LOCK SWITCH BY ELECTRICAL. CONTRACTOR. Vi 5) ALL CONSTRUCTION, PLUMBING AND ELECTRICAL MUST MEET WITH HOOD LIGHTS � J LOCAL, STATE AND FEDERAL CODES. ALL-THREAD HANGER 6 PACIFIC STAINLESS PRODUCTS IS NOT RESPONSIBLE, OR LIABLE BRACKET TYP. (2x) - Ul W L1J O F, FOR IMPROPER FUNCTION ATTRIBUTABLE TO STATIC PRESSURE, A I X E D BRACKET DETAIL L) Of Z N AIR VOLUME, OR INSTALLATION OTHER THAN THAT INDICATED o _ L►J Q m � AND/OR SPECIFIED. U 0 O --q- 1 DESIGN SPECIFICATION - 3 � w � MODEL COX-96 IS A WALL TYPE SINGLE FILTER BANK KITCHEN _ m U VENTILATION HOOD MANUFACTURED BY 1 Z Z I0 PACIFIC STAINLESS PRODUCTS, INC. 10100 SW ALLEN BLVD., BEAVERTON, OR., 97005 PLAN N VIEW 3 w � Y MODEL COX-96 IS FABRICATED FROM TYPE 304 S/S. WHERE EXPOSED, EXTERNAL SEAMS ARE WELDED LIQUID TIGHT" AND ALL EXPOSED SURFACE WILL LE POLISHED TO A #4 FiNISH. THE m COX-96 IS BUILT IN COMPLIANCE WITH NFPA STANDARD #96, U.L. 117 CLASSIFIED, AND IS NSF APPROVED, THE HOOD WILL HAVE A FULL LENGTH SEMI-CONCEALED GREASE TRACK THAT WILL PITCH TO A REMOVABLE GREASE COLLECTOR. GREASE EXTRACTORS TO BE U.L. EXHAUST DUCT CLASSIFIED BAFFLE TYPE FILTERS MOUNTED AT NO LESS THAN A 45 DEG. COLLAR ANGLE AND WILL BE LOCKED IN PLACE DURING NORMAL OPERATION BY MEANS OF AN UPPER HOLDING TRACK AT THE TOP OF THE FILTER. HOOD LIGHT Ltl THE HOOD WILL BE EQUIPPED WITH U.L. LISTED LIGHT FIXTURES - 'k SUITABLE FOR 100 WATT INCANDESCENT BULBS WITH PLASTIC COATED 4 GLASS BULB AND WILL BE PRE-WIRED TO A SiNGLE CONNECTION POINT. _1 I o I ETL Listed, NFPA & NSF 2' Q:� Ventmatic Installati®n �- BAFFLE FILTER Manual U711 Hood CFM: LWALL FRAME Q Q Low Tamp Equipment 260 CFM ® Linea- Ft. y Mid Temp Equipment 280 CFM ® Liiear 71. ry_ High Temp Equipment A or Smoke Producing 300 CFM ® Linear Vi. Minimum CFM 260 CFM A Linear Ft. S/S GREASE CUP Maximum CFM 350 CFM 8 Linear Ft. REMOVABLE ELEVATION SECTION _J; E Grease extraction fillers +o be aluminum or stainless steel. - Hood lights to be connected to separate wall switch. Access for wiring located on top. Exhaust fan to be connected to separate power source and interlocked to supply air fan. Mag starter heaters and circuit breaker to be sized to motor ampacity. Ln i Clearances from combustible material: 3 Top 18" CFM vs. STATIC PRESSURE O �- Side 18" - _ Front 18" CFM STATIC PRESSURE0 Back 18" - _- PER FILTER SIZE (INCH x INCH) OO The above clearances can be reduced to 3" if one hour material is used for FILTER surrounding material. 12x20 16x20 20x20 20x25 Hanging: 200 0.10 0.04 0.04 0.03 Hood should be hung from wall frame and front hangers supplied with hood. 250 0.16 0.07 0.06 0.04 U Front hanger rod to be not less than 3/8 Inch all thread, with double nuts atOT ETL LISTED 300 0.23 0.09 0.08 0.06 C both ends. Back hanger to be not less than #10 x 1 1/2" sheet metal screw, 24" FILE i/�20�� ��s 400 0.40 0.17 0.15 0.11 on center and tack weld to stainless steel wall frame. Refer to detail drawing •/*' 450 0.51 0.21 0.19 0.14 (� iSTE500 0.65 0.26 0.18 No. 1. The exhaust hood must be hung level in order for grease to properly 550 0.76 0.32 0.21 U be adequate to support hood weight. � 600 0.90 0.38 � 0.25 drain. Roof and ceiling supports to q PP g V E N T M AT I C E X H . HOOD 650 1.06 0.45 0.39 0.30 700 0.52 0.45 0.35 CD Verify hood overhang, height and exact location with approved Job site drawings THE EXHAUST VENTILATOR CONFORMS TO 750 0.59 0.52 0.40 CUSTOMER APPROVAL FOR MANUFACTURE L U.L.STANDARD -710 'EXHAUST HOODS aoo o.s8 0.59 0.45 -- � I Exhaust hoods with fire dampers in the exhaust of makeup air duct collars FOR COMMERCLAL COOKING EQUIPMENT'. require access for maintenance and inspection. EFFECTIVE 1.25 1.75 2.25 2.88 TOTAL APPROVED AS NOTED ❑ N a Exhc.ust outlet to be connected to approved grease duct. Connection to be AREA _ CFM CD continuous welded joint. Makeup air inlet to be c;onnecled to approved Uniform QUANTITY - - 2 - 1040 APPROVED WITHOUT EXCEPTION ❑ Mechanical Code Standard for metal, fiberboard and flexible duct. Insulation - + ,� required on all ducting on system with tempered air. AREA TUTAL - - 4.5 - 4.5 REVISE AND RESUBMIT ❑ ln � Tempered air recommended on system exceeding 20110 CFM, and area ��� H[F[pb% ACTUAL FPM 231.12 where outdoor temperatures drop below 45 degrees F. O QSIGNATURE _ iy� RECOMMENDED OPERATING RANGE All exhaust fans, supply fans, curbs, exhaust ducts, makeup air-duct, hood OF FILTER (200 TO 400 FPM) enclosure panels, etc., must be installed to the latest edition of NEPA 96, and TEST DATA FROM AMCA STANDARD 500-71, AS the rec0 9 9 nized building code where the exhaust hood is being installed. PERFORMED BY AN INDEPENDENT TESTING LfBURATORY. [�NAME DATE 1� I I_i_I l_Jill I 1 l 1 CII I III Jill 11 I 1 I 1! 1-I-I-I 1 I-1 I 1 I-I-I I4NOTICE: IF THE PRINT OR TYPE ON ANY 4C/ Uo10�I1IMAGE IS NOT AS CLEAR AS THIS NOTICE `y IT IS DUE TO THE QUALITY OF THE "°.3e ORIGINAL DOCUMENT f; 6�Z t3ti GZ 8Z Z 6� EZ 7Z [ Z UZ 6([ t3l[ GiT 8t 9l[ 61T Et til IG fitII' llll ll !IIi IIII IIIIiIII 1111 ►►l�►►111111111111111II�IIII�IIIIIlui 111.111111.I1111I111 1111111 1 �lll�►I-I II III►1�111 I �,I�� IIIIIIIIIIIII�II ►►IIIIiIIII�II 11 � ff I IIII .��III►I►1►i► (VIII IIII I IIIIII�� IIIIIII I II IIIIII� IIII t t ,� i o HOOD A B C HOOD TOTAL EXHAUST DUCT TOTAL LIGHT LIGHT1-i s TYPE 2 HOOD NOTES ITEM HOOD HOOD HOOD WT. HOOD COLLAR COLLAR COLLAR FIXTURE VOLTAGE ( M`' Y ° i ° NUMBER LENGTH WIDTH HEIGHT (LBS.) EXHAUST SIZE VELOCITY STATIC QUANTITY WATTS/ NS �o � � � c o-a (IN.) IN. IN. (CFM) IN. FPM PRESSURE PHASE � a� `� i � 1. HOOD TO BE 18 GA. S/S, ALL-WELDED CONSTRUCTION WITH ALL JOINTS AND SEAMS TO BE G.-HOUND SMOOTH. `l ( } - ( ) (FPM) _ O C14a °b T- a '� o E i 2. DUCTING TO BE 24GA. GALVANIZED NON- WELDED DUCTWORK. �® _ _ y ?� > i '72 42 18 186 1050 12" DIA. 1350 0.25" " �- N s x 0 3. THE GENERAL. CONTRACTOR SHALL PROVIDE AND INSTALL ALL PENETRATIONS, SHAFTS, RAIN SHIELDS AND SEAL WEATHER TIGHT. O a - " � m �9 �- � - DAN , IS 4. EXHAUST DUCTS SHALL SLOPE TOWARD HOOD 1/4" PER 12" OF LINEAL. LENGTH. -1 — — —� (Yl b xw un 5. THE EXHAUST AND MAKEUP AIR SYSTEMS SHALL BE CONNECTED Bi' AN ELECTRICAL INTERLOCKING SWITCH. (ALL ELECTRICAL BY ELECTRICAL CONTRACTOR - REFER TO ELECTRICAL DRAWINGS). v � 6. EXHAUST HOOD AND LIGHT FIXTURES TO BE UL LISTED. HOOD D1- - =7. � I P 7 CONS RUCT ON F XHA Y ►0 E USl 5 STEMS HOODS AND DUCTS TO C_NFORM TO UMCCODE_ I 8. THE ELECTRICAL CONTRACTOR SHALL MAKE ALL APPLICABLE CONNECTIONS FOR PROPER OPERATION OF ALL. SYSTEMS. 9. THE GENERAL CONTRACTOR SHALL. VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION OF PENETRATIONS AND COORDINATE CRITICAL BY PACIFIC STAINLESS PRODUCTS INC. � `-' Lo EXHAUST SYSTEM RE•CUIREMENTS WITH ( P.S.P.) I 4 10. THE ELECTR!CAL CONTRACTOR SHALL LOCATE ALL ELFCTRiCAL CONNECTIONS FOR EACH FAN MOTOR AT EACH FAN LOCATION. 11. THE ELECTRICAL CONTRACTOR SHALL SUPPLY ALL THERMAL DISCONNECTS AND MAG STARTERS. r � 12. THE EXHAUST AND MAKE LIP AIR SYSTEM IS COVERED BY A ONE YEAR PARTS AND LABOR WARRANTY FROM THE DATE OF EQUIPMENT START UP, PROVIDED A QUALIFIED SERVICE COMPANY IS PERFORMING REGULAR MAINTENANCE. %& rn THIS WARRANTY IS VOID IF NO SERVICE HAS BEEN PERFORMED AFTER NINETY (90) DAYS FROM THE EQUIP. START UP DATE. � U X O z a 0 o GLli 12" DIA. EXHAUST DUCT COLLAR y W �j Z SHIP COLLAR LOOSE A (V af U0 I vi O p -I 00 ALL-THREAD - Y � Z B HANGER BRACKET ® W NNj D m U 0 O U- 1 J ALL-THREAD HANGER HEM TOP .� } LLJ BRACKET TYP. (2x) HOOD EDGE �O m 0 � 00u 2�4 � � m FIXED BRACKET DETAIL_ o 7r_ If A PLAN VIEW 0 O L Q p EXHAUST VAPOR I 4 1 /2 — DUCT COLLAR SHIP TO SITE LOOSE _ I 2 C Q Ln S/S DRIP - 42" X 72" X 18" HIGH GUARD BAFFLE K \ O -- 6_ � 18 GA. S/S TYPE II -- GUTTER DRAIN AREA VAPOR EXHAUST IIII --- - --- - - - ---- g HOOD BY F.S.P. i 8 �-- GUTTER DRAIN W/ ELEVATION VIEW 112" DIA. TUBING TO BE CONNECTED BY G.C. C SECTION VIEW i CSO CUSTOMER APPROVAL FOR MANUFACTURE i CD APPROVED AS NOTED 0 t() O APPROVED WITHOUT EXCEPTION z CD REVISE AND RESUBMIT p 4-j l� SIGNATURE •v Q NAME — DATEa- Q I I I I I I I I YI J-I_ IIII IIIIIZI l l l-l -l_IIIII3I I I I I I I I II I I I I I I Jill I II I I IIIIVI I I I I I I I I I II I II IIIIIIII II I I I I0IIL111 III - 11111 1 IIII I I I I I I I 1I JillI NOTICE: IF THE PRINT OR TYPE ON ANY 14L 1IMAGE IS NOT AS CLEAR AS THIS NOTICE, ITIS U� DUE TO THE QUALITY OF THE � lIIIIIII II�_IIIIIIIIIIIiIIIIIIIIIIII�IIII!II III�IIb�i � LIIT � 8(t IIIf I�III.IIIIIIIIIII 8 13MORIGINAL DOCUMENT 81 L 8 61Jill 11 I9i i�I ����l 1 ��Tl►1�� t IIII� IILII-� Iliu� 9 1 I I IIIIIIIIIIIiIIIIIIIIIIII� IIIIIIIIIIIII�IIIIIII I �,I (IIIIIIIII LII II t Ll -- �- HOOD TOTAL_ EXHAUST DUCT TOTAL EXHAUST EXHAUST EXHAUST STATIC TOTAL SUPPLY SUPPLY TOTAL_ HOOD LIGHT LIGHT C - HOOD A B C I M �0 s L L's . ITEM HOOD HOOD HOOD WT. HOOD COLLAR COLLAR COLLAR BAFFLE AMOUNT VELOCITY PRESSURE M.U.A. COLLAR COLLAR SUPPLY FACE FIXTURE VOLTAGE �� - EXHAUST SIZE VELOCITY STATIC AREA E.A. BAFF!._E EA. BAFFLE EA. BAFFLE SUPPLY SIZE VELOCITY STATIC SUPPLY QUANTIT �' WATTS or-- (LBS.) NSF COMPONENT N010604 -- NUME�ER LENGTH WIDTH HEIGHT CFM (IN.) (FPM) PRESSURE (SQ. FT.) (CF-M) (FPM) (CFM,) (IN.) (FPM) PRESSURE GRILLE PHASE to (IN.) (IN.) (IN.) - 3 � 9 2. 15 1 72 48 24 210 1680 11" X 12" 1980 0.75" 2.25 560.00 248.89 0.33" - - - - - 2 110V/60/1 C �, w , ILI UL LISTED �.J INCANDESCENT FIXTURE ISSUE NO. A-399774 �kyH OODMODEL CDWm72 HOOD LIGHT - Im BY PACIFIC STAINLESS PRODUCTS INC. Lo T_ • VENTMATIC AIR SYSTEMS 1` • MEETS NEPA CODE 96 AND NEC 410 .�. q • SPECIFICALLY DESIGNED FOR CANOPY HOODS 0 • INCANDESCENT - RATED FOR 100 WATTS ---- 36 -- VERIFY LOC.,ATION � � � ' r. BAFFLE FILTER -- ( LOCATION)------. -- EXHAUST DUCT COLLAR MANUFACTURED BY KASON 6_1 ti AVAILABLE IN: 1 S FAINLESS STEEL BAFFLE STYLE FILTER f 'I� - -- 0 ALUMINUM BAFFLE STYLE FILTER o c GREASE FILTER CLASSIFIED BY (a 16" MAXIMUM X O UNDERWRITERS LABORATORIES, INC. ® I-----FRONT TO BACK 17 Q AS TO FLAMMABILITY AFTER EXHAUST DUCT AREA La EXPOSURE TO GREASE LADEN AIR UL FILE #81.3192 96.4% FILTER EFFICIENT AT CREASE EXTRACTION - 11 Z GENERAL NOTES: (UNLESS OTHERWISE NOTED) 1) VENTILATION HOOD TO BE SECURELY ATTACHED TO STRUCTURAL LIGHTS AND ACCESSORIES ALL-THREAD -� B HANGER BRACKET * � CONSTRUCTION BY OTHERS PER LOCAL, STATE AND CONDUITS LOCATED OUTSIDE e Z W FEDERAL CODES. ELECTRICAL OF HOOD TOP PANEL AREA O 1-- 2) 2) VENTILATION HOOD MUST BE INSTALLED PLUMB AND LEVEL FOR JUNCTION BOX v G PROPER OPERATION. (VERIFY LOCATION) -� -� �' (tl U Z 3) ALL NOTES AND DIMENSIONS MARKED WITH AN ASTERISK (•) r _ 1 _--___ 3" HOOD WALL Cy X V) MUST BE VERIFIED. ITEMS NOT VERIFIED WILL BE ASSUMED l �, �_ END FRAMES CORRECT. -- HOOD LIGHTS 4) EXHAUST AND MAKE-UP AIR SYSTEMS SHALL BE CONNECTED BY ALL--THREAD HANGERVi AN ELECTRICAL INTER LOCK SWITCH BY ELECTRICAL CONTRACTOR. BRACKET TYP. (4x) - .\ 10-N I� 5) ALL CONSTRUCTION, PLUMBING AND ELECTRICAL MUST MEET WITH o LOCAL, STATE AND FEDERAL CODES. J 6) PACIFIC STAINLESS PRODUCTS IS NOT RESPONSIBLE, OR LIABLE - 3 L0y Lli Of Z CN FOR IMPROPER FUNCTION ATTRIBUTABLE TO STATIC PRESSURE, __ 3" HOOD WALL Q !Y N AIR VOLUME, OR INSTALLATION OTHER THAN THAT INDICATED '-RAMSVERIFY) = Q m M AND/OR SPECIFIED. ? FIXED BRACKET DETAIL � � 0 o A 3 l DESIGN SPECIFICATION 3 o w pe) MODEL CDW-72 IS A WALL TYPE SINGLE FILTER BANK KITCHEN o m U VENTILATION HOOD MANUFACTURED BY 3 Z 00 PACIFIC STAINLESS PRODUCTS, INC. 10100 SW ALLEN BLVD., BEAVERTON, OR., 97005 \ /� QMODEL CDW-72 IS FABRICATED FROM TYPE 304 S/S. WHERE PL_ AN V I EW p m p EXPOSED, EXTERNAL SEAMS ARE WELDED LIQUID TiGHT AND ALL EXPOSED SURFACE WILL BE POLISHED TO A #4 FINISH. THE CDW-72 IS BUILT IN COMPLIANCE WITH NEPA STANDARD #96, U.L. EXHAUST DUCT 0 L0 I CLASSIFIED, AND IS NSF APPROVED, THE HOOD 01-1- HAVE A FULL COLLAR M LENGTH SEMI-CONCEALED GREASE TRACK THAT WILL PITCH TO A _ HOOD LIGHT REMOVABLE GREASE COLLECTOR. GREASE EXTRACTORS )0 BE U.L. CLASSIFIED BAFFLE TYPE FILTERS MOUNTED AT NO LESS THAN A 45 DEG. J ANGLE AND WILL �.E LOCKED IN PLACE DURING NORMAL OPERATION ------ BY MEANS OF AN UPPER HOLDING TRACK AT THE TOP OF THE FILTER. I ----mak THE HOOD WILL BE EQUIPPED WITH U.L. LISTED LIGHT FIXTURES SUITABLE FOR 100 WATT INCANDESCENT BULBS WITH PLASTIC COATED GLASS BULB AND WILL BE PRE--WIRED TO A SINGLE CONNECTION POINT. I I i-- BAFFLE FILTER ETL Listed, NFPA & NSF WALL FRAME ' Ll- Ventmatic Installation Manual ' Cf) ^ Hood CFM: -- Low Temp Equipment 260 CFM O Linear Ft. Q Mid Temp Equipment 280 CFM O Linear Ft. REMOVABLE �' S/S GREASE CUP High Temp Equipment Q or Smoke Producing 300 CFM O Linear Ft. ELEVATION VIEW SECTION VIEV cJ� Minimum CFM 260 CFM O Linear Ft. w L Maximum CFM 350 CFM O Linear Ft. , Grease extraction fillers to be aluminum or stainless steel. Nod lights to be connected to separate wall switch. Access for wiring iocated on top. Exhaust fan to be connected to separate power source and interlocked) C to supply air fan. Mag starter heaters and circuit breaker to be sized to motor ' ampacity. Q U ,Jl Clearances from combustible material: X LL_ Top 18" CFM vs. STATIC PRESSURE 0 `K_ Side 18" - -_ Front 18�" CFM STATIC PRESSURE \ l Back 18 FILTER SIZt (INCH x INCH) 0 \ V The above clearances can be reduced to 3" if one h.�ur material is used for _ ----- PER -T- surrounding material. FILTER - 12x20 16x20 20x20 20x25 Hanging: 200 0.10 0.04 0.04 0.03 Hood should he hung from wall frame and front hcngers supplied with hood. 250 0.16 0.07 0.06 0.04 C U ( X ] Front hanger rod to be not less than 3/8 Inch all thread, with doub!e nuts at ETL LISTED 300 0.23 0.09 0.08 0.06 both ends. Back hanger to be not lass than x{10 x 1 1/2" sheet metal screw, 24" FILE i/�20�-� 066 400 C.4U 0.17 0.15 0.11 on center and tack weld to stainless steel wal! frame. Refer to detail drawin 7'f' 450 0.51 0.26 0.19 0.14 g L15TFD 500 0.65 0.26 0.23 0.18 4JNo. 1. The exhaust hood must be hung level Ir, order for grease to -roperly 550 0.76 0.32 0.28 0.21 drain. Roof and ceiling supports to be acloquate to support hood weight. CD 600 0.90 0.36 0.25 'J VENTMATIC EXH HOOD 650 1.06 0.45 0.30 Verify hood overhang, height and exact location with approved Job site drawings 700 0.52 0.45 0.35 g PP 9 THE EXHAUST VENTILATOR CONFORMS TO Iso 0.59 0.52 0.40 CUSTOMER APPROVAL FOR MANUFACTURE �- ---�--- I � ) Exhaust hoods with rire dampers in the exhaust of makeup air-duct collars U.L.STANDARD -710 'EXHAUST HOODS eoo 0.69 0.59 0.45 �- FOR COMMERCLAL COOKING EQUIPMENT'. -- - L225 require access for maintenance and inspection. EFFECTIVE 1AREA .25 1.75 2 2..88 TOTAL APPROVED AS NOTED ❑ � Exhaust outlet to be connected to approved grease duct. Connection to be FM q) Z continuous welded joint. Makeup air inlet to be connected to approved Uniform QUANTITY - - I 3 - 1680 APPROVED WITHOUT EXCEPTION 0 C Muchanical Code Standard for metal, fiberboard and flexible duct. insulation _ - ♦ ,� required on all ducting on system with tempered air. AREA TOTAL - -- 6.75 _ 11.75 REVISE AND RESUBMIT lin Tempered air recommended on system exceeding 2000 CFM, and area NvSF ACTUAL FPM 246,88 > LLD where outdoor tem erutures drop below 45 degrees F. -- U } he p p 9 ��\V I��� SIGNATURE i._� v � RECOMMENDED OPERATING RANGE < All exhaust fans, supply fans, curbs, exhaust ducts, makeup air-duct, hood OF FILTER (200 TO 400 FPM) Ch l J enclosure panels, etc., must be installed to the latest edition of NFPA 96, and TEST DATA FROM AMCA STANDARD 500-71, ASNAME DATE a- I'� the recognized building code where the exhaust hood is being installed. PERFORMED BY 4N INDEPENDENT TESTING LABORATORY. NOTICE, IF THE PRINT OR TYPE ON ANY `iif I � I � lillIlilllil � lil �l I Iil � lil lil � l Iilil I � lilil lilllil � lil�lil � l �l lil I � . �lil IillIlil � lil � lil � l ' II � I � Ill�lil� llllIlil lil � lil � l I lil � lil � lil� lil lil lil� li ! � I � ' i � l � lil lil � lI I � �� ��� �� ���oq 41 IMAGE IS NOT AS CLEAR AS THIS NOTICE. --- 5� _ L _- 1 _ _gl -_ l ---- 1�- 111 12J No.38 ITIS DUE TO THE QUALITY OF THE 1 'r' ORIGINAL DOCUMENT E 87, I HIE _ _L12, 8Z �z ibti Eti Z ►,T, Oti 8t Ni GI 8i 91I 6l SI y11 t [ 1 8 ti L 9 4 iib; S Z T>I���i3w �� i �' �iiiiiii ►iiiii�iiilliiii �i�ii►i�iiiiiiii1►iiiiiiiiiiii►iiiii►i�iiiii►ii�i►Til►►ii�iiii�►�ii�i►�iiii�iiii�iiiii��� iii��i�u�ul�ii��lliii���iilu�u.�luiilli�>J ��i�►iJl���il��� ii i I iil1lii�iiiiiii►liiiiiiii�i��i►I � iiiiii�ii ii►� �� �i HOOD A B C HOOD TOTAL EXHAUST DUCT TOTAL EXHAUST EXHAUST EXHAUST STATIi TOTAL SUPPLY SUPPLY TOTAL HOOD LIGHT LIGHT o q-Liss2r!2 TCIDITEM WT. HOOD COLLAR COLLAR COLLAR BAFFLE- AMOUNT VELOCITY PRESSURE M.U.A. COLLAR COLLAR SUPPLY FACE FIXTURE VOLTAGE L HOOD HOOD HOODCDNUMBER NGTH WI TH HEIGHT (LBS.) EXHAUS1 SIZE VELOCITY STATIC AREA EA. BAFFLE EA. BAFFLE EA. BAFFLE SUPPLY SIZE VELOCITY STATIC SUPPL'r c�UANTITY WATTS/ cr I B (NS "� COMPONENT RI01 C6C4 L (IN.) (IN.) (IN.) (CFM) (IN.) (FPM) PRESSURE (SO. FT.) (CFM) (FPM) (CFM) (IN.) (FPM) PRESSURE GRILLE PHASE :3 � � o 6 a d M amiL �CL 15 53 168 48 24 448 3640 16" X 18" 2000 0.75" 2.25 455.00 202.23 0.23 2 11OV/60/1 '� o W O f, UL LISTED __ _ ___ __-- �� INCANDESCENT FIXTURE � � - X u ISSUE NO. A-399774 n HOODd MODELO, COX=168K ca TM HOOD LIGHT � l Lo A IFIC STAINLESS PRODUCTS INC. g • Vt.NTMATIC AIR SYSTEMS BY P >� =, • MEETS NEPA. CODE 96 AND NEC 410 l • SPECIFICALLY DESIGNED FOR CANOPY HOODS i ( � • INCANDESCENT - RATED FOR 100 WATTS r� O BAFFLE FiLTER MANUFACTURED BY KASON eL I 84 AVAILABLE IN: VEP;F Y -- - EXHAUST DUCT COLLAR 3" HOOD WALL_ - STAINLESS STEEL RAFFI F STYLE FILTER 14�0 LOCATION FRAME I �� ALUMINUM BAFFLE STYLE FILTER � GREASE FILTER CLASSIFIED EKY .5 3 O UNDERWRITERS LABORATORIES, INC. ® I -'k AS TO FLAMMABILITY AFTER EXPOSURE TO GREASE LADEN AIR (II / 16" MAXIMUM / 111TUI, UL FILE #kl.3192 FRONT TO BACK ' O 9E 4: ALTER EFFIC;ENT AT CREASE EXTPACTIJN EXHAUST DUCT AREA / F IY I u / I O GENERAL NOTES: (UNLESS OTHERWISE NOTED) ALL-THREAD HANGER, BRACKET 1) VENTILATION HOOD TO BE SECURELY ATTACHED TO STRUCTURAL 7/16 HOLE - '2X2 aE CONSTRUCTION BY OTHERS PER LOCAL, STATE AND 18 • `�-' FEDERAL CODES. LIGHT AND ACCESSORIE O Z VENTILATION HOOD MUST BE INSTALLED PLUMS AND LEVEL FORCONDUIT LOCATED OUTSIDE p r Fn r- W PROPER OPERATION. OF HOOD TOP PANEL AREA yy z ELECTRICAL A W 3) ALL NUiES AND DIMENSIONS MARKED WITH AN ASTERISK (•) \ M V JUNCTION BOX ---. Ln MUST BE VERIFIED. ITEMS NOT VERIFIEU WILL BE ASSUMED _ w � � CORRECT. tVERiFY LOCATION) - cry r� m 4) EXHAUST AND MAKE-UP AIR SYSTEMS SHALL BE CONNECTED BY ---R r \� y ,r \� S/S 1 ?g AN ELECTRICAL INTER LOCK SWITCH BY ELECTRICAL CONTRACTOR. - - HOOD LIGHTS ui 5) ALL CONSTRUCTION, PLUMBING AND ELECTRICAL MUST MEET WITH LOCAL, STATE AND FEDERAL CODES. ALL-THREAD HANGER 4 i-i DO \ / A r\ / r- T T A 1 1 6) PACIFIC STAINLESS PRODUCTS IS NOT RESPONSIBLE, OR LIABLE BRACKET TYP. (2r.) F-I x E G B R H L K r I D E i /� 1 L_ in W "' I Z FOR IMPROPER FUNCTION ATTRIBUTABLE TO STATIC PRESSURE, ��� Y Of N AIR VOLUME. OR INSTALLATION OTHER THAN THAT INDICATED o � AND/OR SPECIFIED. _ < m0 DESIGN SPECIFIC ATI N O e LLJ MODEL COX-168 IS A WALL TYPE SINGLE FILTER BANK KITCHEN O m U O VENT!LA T ION HOOD MANUFACTURED BY \ 1� ( 3 PACIFIC STAINLESS PRODUCTS, INC. PLAN]N \/ I E rnf 10100 SW ALLEN BLVD., BEAVERTON, OR., 97005 `i � Y LJ Q (0 MODEL COX-168 IS FABRICATED FROivi TYPE- .304 S/S. WHERE Q m � EXPOSED, EXTERNAL SEAMS ARE WELDED LIQUID TiGHT AND ALL EXPOSED SIIRFACE WILL. BE POLISHED TO A #4 FINISH, THE COX-1681S BUILT IN COMPLIANCE WITH NFPA STANDARD #96, U L. CLASSIFIED, AND IS NSF APPROVED, THE HOOD WILL HAVE A FULL LENGTH SEMI-CONCEALED GREASE TRACK THAT WILL PITCH TO A v REMOVABLE GREASE COLLECTOR. GREASE EXTRACTORS TO BE U.L. X11IAU,T DUCT CLASSIFIED BAFFLE TYPE FILTERS MOUNTED AT NO LESS THAN A 45 DEG. COLLAR ANGLE AND WILL BE LOCKED IN PLACE DURING NORMAL OPERATIONBY MEANS OF AN UPPER HOLDING TRACK AT THE TOP OF THE FILTER. HOOD LIGHT THE HOOD WILL BE EQUIPPED WITH U1. LISTED LIGHT FIXTURESWF SUITABLE FOR 100 WATT INCANDESCENT BULBS WITH PLASTIC COATED / J-- - 4 O GLASS 3ULB AND WILL BE PRE-WIRED TO A SINGLE CONNECTION POINT. `/ 4 i J T�_ c � ETL Listed, NFPA & NSF Ventmatic Installation - _ __ _;_ __ _--_ _ 1 y \\ ,�-- BAFFLE FILTER Manual C _ Cn Hood CFM: Low Temp Equipment 260 CFM O Linear Ff. -- WALL FRAME p� U Mid Temp Equipment 280 CFM ® Linear Ft. _ �� ry High Temp Equipment or Smoke Producina 300 CFM O Linear Ft. Minimum CFM 260 CFM O Linear Ft. -- REMOVABLE . . U I Maximum CFM 354 CFM O Linear Ft. S,/S GREASE CUP I I ; ! _JGreosd extraction fillers to be aluminum or stateless sisal. ELEVATION S E C T 10 N Hood lights to be connected to separate wall switch. Access for wiring located on top. Exhaust fan to be connected to separate powe, source and Interlocked i to supply air fan. Mag starter heaters and circuit breaker to be sited to motor i>V ampacity. Clearances from combustible mu4er!a!: J Top 18" CFM vs. STATIC PRESSURE Side 18" Front 18�" LFM STATIC PRESSURE Back 18 FILTER SIZE (INCH x INCH) PER The above clearances can be reduced to 3" if one hour material is used for FILTER. O surrounding material. 12x20 16x20 2040 20x25 -- � IHanging: - Hood should be hue from wall frame and front hangers supplied with hood. 200 0.16 0.04 0.04 0.03 U g h Pit E`�L LISTED 250 0.16 0.07 0.06 0.04 [ Front hanger rod to be net less than 3/8" inch all thread, with double nuts at 300 0.23 0.09 0.08 0.06 both ends. Back hanger to be not less than #10 r, 1 1/2" sheet metal screw, 24" 440 0.40 0.17 0.15 0.11 on center and tack welt to stainless steal wall frame. Refer to detail drawin FILE #2001066 450 0.51 0.21 0.14 9 LISTED 500 0.65 0.26 0.18 J No. 1. The exhaust hood must be hung bevel in order for grease to properly 550 0.76 0.32 0.21 V drain. Roof and ceiling supports to he adequate to support hood weight. VENTMATIC _EXH . _HOOD 600 0.90 0.38 0.33 0.25 650 1.06 0.45 0.39 0.30 100 0.52 0.45 0.35 Verify hood overhang, height and exact location with aaproved Job site drawings TF'.E EXHAUST VENTILATOR CONFORMS TO 750 0.59 0.52 0.40L U.L.STANDARD -710 'EXHAUST HOODS 800 0.68 0.59 0.45 CUSTOMER APPROVAL FOR MANUFACTURE Exhaust hoods with fire dompE.s in the e -ust of makeup air-duct collars FOR COMMERCLAL COOKING EQUIPMENT'. J require access for maintenance and inspec )n. EFFECTIVE ,.2J 1.75 ?.25 2.88 TOTAL APPROVED AS NOTED n U)Exhaust outlet to be connec?ed to approved grease duct. Connection to be AREA _ CFM W 2 (::D continuous welded joint. Makeup air inlet to be connected to approved Uniform QUANTITY 8 3640 APPROVED WITHOUT EXCEPTION ❑ Mechanical Code Standard for metal, fiberboard rind flexible duct. Insulation - + � required on all ducting on system with tempered a!,-. I AREA TOTAL 18.0 u 18.0 REVISE AND RESUBMIT p Z Tempered air recommended on system exceeding 2000 CFM, and areaI NSF D P, (D -ACTUAL FPM __20Y.43_where outdoor temperatures drop below 45 degrees F. SIGNATURE ���� REC)MMENDED OPERATING RANGE Q I I All a-haust fans, stipply fans, curbs, exhaust ducts, makeup air-duct, hood OF FiLTER (200 TO 400 FPM) (� enclosure panels, elc., must be installed to the latest edition of NFPA 96, and TEST DATA FROM AMCA STANDARD 500-71, AS the recognized building code where the exhaust hood is being Installed. PEP.FORMED BY AN INDEPENDENT TESTING LABORATORY. NAME _ ----.� DATE a- C� 1 W THIS NOTICE, 10111 I I I -I I-II -I I 1I o�/IMAGE IS NOT F.S CLEAR A134J � 8NOTICE- IF THE PRINT OR TYPE ON ANY `7! IT IS DUE TO THE QUALITY OF THE •.:.P •• ORIGINAL DOCUMENT E 8Z 8Z LZ 9Z 9Z ib17, EZ ZiZ TZ OZ 6T 8i Gfi 9i 4T 6T ET Z�T LT � i8 L 9 q ib >F ��L I T�alr3� 11 I 1 III IIIIIIIII III►�►III�III►IIII��I►►111I�I�I�II IIII�Iill�lll Illl�llllilllllllll�llll 11►I IIII IIII.IIII Iill�llll I►il�llllll►III►II�1lll�l�LIlIT 1111116 II1ll►I�Il�ll�ll��l�� �����l.Ill11I 1�11111ll11L1lIllLllllllli�lll I. 111 ►IIII►1111111 IIIIIII I III IIII 111111 IIII►II ( X HOOD A B C� HOOD TOTAL EXHAUST DUCT TOTAL EXHAUST EXHAUST EXHAUST STATIC TOTAL SUPPLY SUPPLY TOTAL HOOD LIGHT LIGHT ° .t -' ` �, ITEM HOOD HOOD HOOD WT. HOOD COLLAR COLLAR COLLAR BAFFLE AMOUN-1 VELOCITY PRESSURE M.U.A. COLLAR COLLAR SUPPLY FACE FIXTURE VOLTAGE/ � � t L � L � N � � �� NSF COMPONENT N010E04 NUMBER LENGTH WIDTH HEIGHT (LBS.) EXHAUST SIZE VELOCITY STATIC AREA EA. BAFFLE EA. BAFFLE EA. BAFFLE SUPPLY SIZE VELOCITY STATIC SUPPL'r QUANTITY WATTS/ 0 l C &A T • (IN.) (IN.) (IN.) (CFM) (IN.) (F-PM) PRESSURE CFM et -C (SC?. F"T.) (CFM) (FPM) (CFM) (IN.) (FPM) PRESSURE GRILLE PHASE �= Q � a tJ�� Q�� � A �a �.o� _ �' .n n p M (gy m IT 1` � � y.J t. U �, L 77 120 48 24 320 3000 1 b X 18 1815 0.75 2.25 500.00 222.23 0.23 - - - -- - 2 11 OV/60/1 0 N UL LISTED _J "D FIXTURE m 0. INCANDESCENT (D ISSUE NO. A-399774 a o HOOD TVI DEL . X 12 �. HOOD LIGHT ,� � • VENTMATIC AIR SYSTEMS BY PACIFIC STAINLESS PRODUCTS INC. g • MEETS NEPA CODE 96 AND NEC 410 • SPECIFICALLY DESIGNED FOR CANOPY HOODS �- • INCANDESCENT - RATED FOR 100 WATTS BAFFLE FILTER a a MANUFACTURED BY KASON ` UL 60 AVAILABLE IN: - `-" i VERIFY -------- EXHAUST DUCT COLLAR �" HOOD WALL STAINLESS STEEL BAFFLE STYLE FILTER LOCATION FRAME ALUMINUM BAFFLE STYLE FILTER `- � �-` �-1 GREASE FILTER CLASSIFIED BY 1 3 4 O O UNDERWRITERS LABORATORIES, INC. Q - AS TO FLAMMABILITY AFTER EXPOSURF TO GREASE LADEN AIR 16" MAXIMUM -----,/ UL AXIMUM -- UL Fll-F !4R1 X192FRONT TO BACK O / - 96.4 EXHAUST DUCT AREA FILTER EFFICIENT AT GREASE EXTRACTION � 1 6 � ICA \ / GENERAL NOTES: (UNLESS OTHERWISE NOTED) O \ ALL-THREAD _ � 1) VENTILATION HOOD TO BE SECURELY ATTACHED TO STRUCTURAL HAiJGER BRACKET HOLE X2 18--4CONSTRUCTION BY OTHERS PER LOCAL, STATE AND • Q FEDERAL CODES. LIGHT AND ACCESSORIE B Z 2.) VENTILATION HOOD MUST BE INSTALLED PLUMB AND LEVEL FOR CONDUIT LOCATED OUTSIDE LLJ _p PROPER OPERATION. OF HOOD TOP PANEL AREA ~ 3) ALL NOTES AND DIMENSIONS MARKED WITH AN ASTERISK (*) ELECTRICAL MUST BE VERIFIED. ITEMS NOT VERIFIED WILL BE ASSUMED JUNCTION BOX - > CSV Of N > CORRECT. (VERIFY LOCATION) _\ f NO 4) EXHAUST AND MAKS'-UP AIR SYSTEMS SHALL BE CONNECTED BY � S/S 12ga - n AN c'-ECTRICAL INTER LOCK SWITCH BY ELECTRICAL CONTRACTOR. 5) ALL CONSTRUCTION, r4UMB�NG AND ELECTRICAL MUST MEET WITi•i HOOD LIGHTS LOCAL, STATE AND FEDERAL CODES. ALL-THREAD HANGER J 6) PACIFIC STAINLESS PRODUCTS IS NOT RESPONSIBLE, OR LIABLE BRACKET TYP. (2x) _ J FOR IMPROPER FUNCTION ATTRIBUTABLE TO STATIC PRESSURE, I X E D B R A C K E DETAIL Y � 00 z 00 AIR VOLUME, OR INSTALLATION OTHER THAN THAT INDICATED o AND/OR SPECIFIED. U = Q m c, p o DESIGN SPECIFICATION J LLl MODEL COX-120 IS A WALL TYPE SINGLE FILTER BANK KITCHENQ � O BY U I VENTILATION HOOD MANUFACTURED PACIFIC STAINLESS PRODUCTS, INC. PLAN V I E W a'; z z 10100 SW ALLEN BLVD., BEAVERTON, OR., 97005 0 Y MODEL COX-120 IS FABRICATED FROM TYPE 304 S/S. WHERE � m 0 � EXPOSED, EXTERNAL SEAMS ARE WELDED LIQUID TIGHT AND ALL EXPOSED SURFACE WILL BE POLISHED TOA #4 FINISH. THE COX-1201S BUiLT IN COMPLIANCE WITH NEPA STANDARD #96, U.L. O CLASSIFIED, AND IS NSF APPROVED, THE HOOD WILL HAVE A FULL LENGTH SEMI-CONCEALED GREASE TRACK THAT WILL PiTCH TO A REMOVABLE GREASE COLLECTOR. GREASE EXTRACTORS TO BE U.L. CLASSIFIED BAFFLE TYPE FILTERS MOUNTED AT NO LESS THAN A 45 DEG. EXHAUST DUCT ANGLE AND WILL BE LOCKED IN PLACE DURING NORMAL OPERATION COLLAR BY MEANS OF AN UPPER HOLDING TRACK AT THE TOP OF THE FILTER. THE HOOD WILL BE EQUIPPED WITH U.L. LISTED LIGHT FIXTURES HOOD LIGHT - �* O SUITABLE FOR 100 WATT INCANDESCENT BULBS WITH PLASTIC COATED O GLASS BULB AND WILL 8E PRE-WIRED TO A SINGLE CONNECTION POINT. 17771 4 '�- -mak Cr 4.1 ETL Listed, NFPA & NSF 17 Ventmatic Installation - - - cv -- BAFFLE FILTER W L1_ Manual 6 �- C) Hood CFM: ` I Low Tsmp Equipment 260 CFM O Linear Ft. �'� WALL FRAME L Mid Temp Equipment 280 CFM O Linear Ft. � � High Temp Equipment or Smoke Producing 300 CFM O Linear Ft. f r n < Minimum CFM 260 CFM O Linear Ft. v J Maximum CFM 350 CFM 0 Linear Ft. REMOVABLE . . I S/S GREASE CUP l LTi _ U ELEVATION SECTION Grease extraction fillers to be aluminum or stainless steel. -- > J I Hood lights to be connected to separate wall switch. Access for wiring located on top. Exhaust fan to be connected to separate power source and interlocked to supply air fan. Mag starter heaters and circuit breaker to be sized to motor r- ampccity. Clearances from combustible materia': Q Top CFM vs. STATIC PRESSURE 3 Side 18" 0 Front 16" CFM STATIC PRESSURE Back 18 FI(TER SIZE (INCH x INCH) The above clearances can be reduced to 3" if one hour material is used for `--"- -- --------'- - PER O v surrounding material. FILTER --- 12x20 16x20 20x20 20x25 Hanging: - "- Hood should be hung from wall frame and front hangers supplied with hood. 200 0.10 0.04 0-04 0.03 Front hanger rod to be riot less than 3 R" inch all thread, with double nuts at ETL LISTED 250 0.16 0.07 0.06 0.04 U g /• 300 0.23 0.09 0.08 0.05 C both ends. Back hanger to be not less than #10 x 1 1/2" sheet metal screw, 24" #21001066 ii 400 0.40 0.17 0.15 0.11 on center and tack weld to stainless steel wallframe. Refer to detail drawing LISTED FILE yOo1 O6Vcc 450 0.51 0.21 0.14 11111111110- 500 0.65 0.26 2 J.18J /�`� No. 1. The exhaust hood must be hung level in order for grease to properly 550 0.76 0.32 0.2121 t�J J drain. Roof and ceiling supports to be adequate to support hood weight. 600 0.90 0.38 0.33 0.25 V VENTMATIC EXH . HOOD 650 1.06 0.45 0.39 0.30 :3 Verify hood overhang, height and exact location with approved Job site drawings 700 0.52 0.45 0,35 CD THE EXHAUST VENTILATOR CONFORMS TO 750 0.59 0.52 0.40 Exhaust hoods with fire dampers in the exhaust of makeup air-duct collars U.L.STANDARD -710 'EXHAUST HOODS 800 0.68 0.59 0.45 CUSTOMER APPROVAL. FOR MANUFACTURE L require access for mointAnance and inspection. FOR COMMERCLAL COOKING EQUIPMENT . EFFECTIVEAREA 1.25 1.75 7.25 2.88 ID�ML APPROVED AS NOTED 0 N Q Exhaust outlet to be connf,cted to approved grease duct. Connection to be _ 0 0 continuous welded joint. Makeup air inlet to be connected to approved Uniform 3000 4? L- CD - Mechanical Code Standard for metal, fiberboard and flexible duct. insulation QUANTITY - g - + APPROVED WITHOUT EXCEPTION 0 C required on all ducting on system with tempered air. AREA TOTAL. - - 13.5 - 13.5 .T3 .) _ _ _ REVISE A14D RESUBMIT 0 N i empored a!- recommended on system exceeding 2000 CFM, and area NS . D 0 ACTUAL FPM Z P p g �� 222.23where outdoor tem eratures dro below 45 de reel F. �'- ;�O RECOMMENDED OPERATING RANGE SIGNATURE 4-- All exhaust fans, supply fans, curbs, exhaust ducts, makeup air-ducfi, hoop' OF FILTER (200 TO 400 FPM) enclosure panels, etc., must be installed to the latest edition of NFPA 96, and TEST DATA FROM AMCA STANDARD 500-71, AS .� tl;e recognized building code where the exhaust hood is being Installed. PERFORMED BY AN INDEPENDENT TESTING LABORATORY. NAME DATE a NOTICE- IF THE PRINT OR TYPE ON ANY III I i III III III III III I I III III III I ! I I I I I I I III III I Jill III III I I III III III III III III III I I III III l i ! I l l i l l l III III ! I III III I (11111 III III 1 1 1 1 1 1 1 III III 1 111 i I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I 11� I + + + I 141 I I �I I I Fit - _ - T IS DUE TO THE QUALITY OF THE No 99 IIIDs!III�IIIeI IIII IIsI�I zIIII�IItII zIIII++IIII91z >b11IIzIII++IIII��IIzIIII�III1I((IzI III I II c1�1l1z1111 IILI�I III�II�II iII I iII IG�ITrIIIII I�I II IiIlI II ItIyIItIIII�I I I1I Illl�llzll�1llll�lll`l�i{,Il�llll `Ili! Illllslll I l I l - - l9 ORIGINAL DOCUMENT � l 1t94>aII1IIIzII1IIs } 1 I I Iillllllllllllllllll.I1i111,J11ll I I I r � , IiIIIIIiII1�11111ll11�.11I�IIIIIINI I CN HOOD A B C HOOD TOTAL EXHAUST DUCT TOTAL EXHAUST EXHAUST EXHAUST STATIC TO1-AL SUPPLY SUPPLY TOTAL HOOD LIGHT LIGHT o _ COLLAR SUPPLY FACE FIXTURE VOLTAGE L ITEM HOOD HOOD HOOD WT. IIUOD COLLAR COLLAR COLLAR BAFFLE AMOUNT VELOCITY PRESSURE M.U.A. COLLAR C 16 R LBS. EXHAUST SIZE VELOCITY STATIC AREA EA. BAFFLE EA. BAFFLE EA. BAFFLE SUPPLY SIZE VELOCITY STATIC SUPPLY QUANTITY WATCS/ �M � I � �, LO NSF COMPONENT N010604 -- NUMBER LENGTH WIDTH HEIGHT l ) (IN.) (IN,) (IN ) (CF-M) (IN.) (FPM) PRESSURE (SQ. FT.) (CFM) (FPM) (CFM) (IN.) (FPM) "RESSUPE GRILLE PHASE �� o � � ' a� � �a - c�ro . T` 3 E Is -3 2 11OV/60/1 /\ = u) pxj4-3 - 78 120 48 24 320 3000 16w X 18" 1815 0.75w 2.25 500.00 222.23 0.23 -- - - -- � Lam •- a � � � � -�. UL LISTED INCANDESCENT FIXTURE X p ISSUE N O. A-399774 d HOOD M COXm120 --- - - _ QC MS lJ HOED LIGHT � � �� � � • VENTMATIC AIH SYSTEMS BY PACIFIC STAINLESS PRODUCTS INC. • MEETS NEPA CODE 96 AND NEC 410 q • SPECIFICALLY DESIGNED FOR CANOPY HOODS • INCANDESCENT - RATED FOR 100 WATTS O BAFFLE FILTER vp�:5%,� rn MANUFACTURED BY KASON U UL`s 60 AVAILABLE IN: VERIFY 7C EXHAUST DUCT COLLARFR HOOD WALL STAINLESS STEEL BAFFLE STYLE FILTER LOCATION � ,/� a ALUMINUM BAFFLE S YLE FILTER GREASE FILTER CLASSIFIED BY 1 UNDERWRITERS LABORATORIES, INC. , AS TO FLAMMABILITY AFTER EXPOSURE TO GREASE LADEN AIR 16" MAXIMUM Lu 9 UL FILE #R13192 FRONT TO BACK OEL (0 96.4% FILTER EFFICIENT AT GREASE EXTRACTION EXHAUST DUCT AREA - 16 Z g 0 GENERAL NOTES: (UNLESS OTHERWISE NOTED) ALL-THREAD r - HANGER BRACKET 7/16 HOLE 2X2 iE 1) VENTILATION HOOD TO BE SECURELY ATTACHED TO STRUCTURAL CONSTRUC i ION BY OTHERS PER LOCAL, STATE AND -18 LIGHT Ai 7 ACCESSORIE aE Z W FEDERAL CODES. CONDUIT L )CATED OUTSIDE B r O c- L;j 1- 2) VENTILATION HOOD MUST BE INSTALLED PLUMB AND LEVEL FOR OF HOOD "OP PANEL AREA N 0 PROPER OPERATION. �t > * ELECTRICAL �� rn W V Z 3) ALL NOTES AND DIMENSIONS MARKED WITH AN ASTERISK O NO CN cc (n MUST BE VERIFIED. ITEMS NOT VERIFIED WILL BE ASSUMED JUNCTION TIO - w I (VERIFY LOCATIONS -� - - M m CORE_^.T. ' '� '- S/S 12g . O 4) EXHAUST AND MAKE-UP AIR SYSTEMS SHALL BE CONNECTED BY --h f- AN ELECTRICAL INTLR LOCK SWITCH BY ELECTRICAL CONTRACTOR. '-' �-' - � 5) ALL CONSTRUII TION, PLUMBING AND ELECTRICAL MUST MEET WITH HOOD LIGHTS (1 LOCAL, STATE AND FEDERAL CODES. ALL-THREAD HANGER rnp W 00 6) PACIFIC STAINLESS PRODUCTS IS NOT RESPONSIBLE, OR LIABLE BRACKET TYP. (2r.) FIXED BRACKET DETAIL >) WOf O r FOR IMPP.OPER FUNCTION ATTRIBUTABLE TO STATIC PRESSURE, AIR VOLUME, OR INSTALLATION OTHER THAN THAT INDICATED o o \v W IX AND/OR SPECIFIED. U Q DESIGN SPECIFICATION o w MODELCOX-120 IS A WALL TYPE SINGLE FILTER BANK KITCHEN m U 0 I VENTILATION HCOD MANUFACTURED BY PLAN I �- , 1 3 Z Uj \ PACIFIC STAINLESS PRODUCTS, INC. V\`// 10100 SW ALLEN BLVD., BEAVERTON, OP., 47005 `� Y Q MODEL COX-120 IS FABRICATED FROM TYPE 304 S/S. WHERE m EXPOSED, EXTERNAL SEAMS ARE WELDED LIQUID TiGHT AND ALL EXPOSED SURFACE WILL BE POLISHED TO A #4 FINISH. THE COX-1201S BUILT IN COMPLIANCE WITH NFPA STANDARD #96, U.L. CLASSIFIED, AND IS NSF APPROVED, THE HOOD WILL HAVE A FULL v LENGTH SEMI-CONCEALED GREASE TRACK THAT WILL PITCH TO A REMOVABLE GREASE COLLECTOR. GREASE EXTRACTORS TO BE U.L. EXHAUST DUCT CLASSIFIED BAFFLE TYPE FILTERS MOUNTED AT NO LESS THAN A 45 DEG. -- COLL41R ANGLE AND WILL BE LOCKED IN PLACE DURING NORMAL OPERATION BY MEANS OF AN UPPER HOLDING TRACK AT THE TOP OF THE FILTER. HOOD LIGHT S THE HOOD WILL BE EQUIPPED WITH U.L. LISTED LIGHT FIXTURES 7 SUITABLE FOR 100 WATT INCANDESCENT BULBS WITH PLASTIC COATED GLASS PULB AND WILL BE PRE-WIRED TO A SINGLE CONNECTION POINT. _�_ ly, N ETL Listed, NFPA & NSF - 2' CL Ventmatic Installation -- - - - - -- I N BAFFLE FILTER { Manual _ - -- -- - - - - - - Hood CFM: 0 Low Temp Equipment 260 CFM ® Linear Ft. -�_ _,- WALL FRAME ; Q Mid Temp Equipment 280 CFM 0 Linear Ft. _ _ ry High Temp Equipment LL or Smoke Producing300 CFM 0 Linear Ft. ( � Q Minimum CFM 260 CFM ® Linear Ft. REMOVABLE I Maximum CFM 350 CFM 0 Linear Ft. S/S GREASE CLIP ELEVATION SECTION 73 _' Grease extraction fillers to be aluminum or stainless steel. _ - •> ~ Hood lights to be connected to separate wall switch. Access for wiring located In ~ on top. Fxhaust fan to be connected to separate power source and interlocked C to supply air fan. Mac+ starter heaters and circuit breaker to be sized to motor ampacity. Q Clearances from combustible material: Top 18" CFM vs. STATIC PRESSURE 3 1-1- Side 18" Front 18" STATIC PRESSURE Back 18" CFM FiLTER SIZE (INCH x INCH) O ► ���/// The above clearances can be redu.ed to 3' if one hour material is used for �- ---"�-"---- PER 0 surrounding material. FILTER 12x20 -16x20 2Ox 0 20x25 Hcnging: Hood should be hungfrom wall frame and front hangers supplied with hood. 200 0.16 0.04 0.04 0.03 U 9 PP z5o 0.16 0.07 0.06 0.04. C Front hanger roJ to I-ij not less than 3/8" inch all thread, with duuble nuts at ETL LISTED 300 0.23 0.09 0.08 0.06 both ends. flack hanger to be not less than #10 x 1 1/2" sheet metal screw, 24" �I�E ii2��-� �66 400 0.40 0.17 0.15 0.11 7l� 450 0.51 0.21 0.14 on center and tack weld to stainless steel wall frame. Refer to detail drawing CT)sT500 0.65 0.26 0.18 No. 1. The exhaust hood must be hung level in ordor for grease to properly 550 0.76 0.32 .2 0.21 drain. Roof and ceiling supports to be adequate to support hood weight. V E N T M AT!C E X H . H 00 D 600 0.90 0.18 0.33 0.25 3 650 1.06 0.45 0.39 0.30 Verify houd overhar het ht and exact location wlttl a roved Job si!e drowin s 700 0.52 0.45 0.35 CD y 3, 9 PP 9 THE XHAUST VENTILATOR CONFORMS TO 750 0.59 0.52 0.40 CUSTOMER APPROVAL FOR MANUFACTURE II.L.STANDARD -710 'EXHAUST HOODS 800 0.68 0.59 0.45 (L _� Exhaust hoods with fire dampers in the exhaust of makeup air-duct collars FOR COMMERCLAL COOKING EQUIPMENT'. I -- require access for maintenance and inspection, EFFECTIVE TOTAL • . AREA 1.25 1.75 2.25- 2.88 ('FM APPROVED AS NOTED p tD f� Exhaust outlet to be connected to approved grease dL'ct. Connection to be - -- _ 4) z CD cu,,tinuous welded Joint. Makeup air inlet to be connected to approved Uniform QUANTITY - -- g _ 3000 APPROVED WITHOUT EXCEPTION p 10 Mgch:j,,i4al Code Standard for metal, fiberboard and flexible duct. Insulation -- - required on all ducting an system with tampered air. AREA TOTAL � - 13.5 - ® 13.5 REVISE AND RESUBMIT p +j Z Tempered air recommended on system exceeding 2000 CFM, and area NSF ACTUAL FPM 22where outdoor temperatures drop below 45 degrees F-. Q 0 SIGNATURE V 4'f g � RECOMMENDED OPERATING RANGE - All exhaust tans, supply fans, curbs, exhaust ducts, makeup air-duct, hoor! OF FILTER (200 TO 400 FPM) cr- enclosure panels, etc., must bo installed to the latest edition of NFPA 96, and TEST DATA FROM AMCA STANDARD 500-7t, AS the recognized building code where `he exhaust hood is being installed. PERFORMED BY AN INDEPENDENT TESTING LABORATORY. NAME DATE - d- � NOTICE- IF THE PRINT OR TYPE ON ANY rh Ili lil lil Til lil til III lil Iilllil III III lil III III lil III IIIIIII III iII III III IiI III III I I III III III III III IIIiIII III III IIIIIII III III II IIII Illllil VIII I � 2 � I 3 I � �I � 6 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 8� I - -� -----__� _ _ __--------_�---_-__ _ L_ _--- _ I -- -_s-!1__--_--- ------_ .� 1�1 -- -- 11�--------- 1� IT IS DUE TO THE QUALITY OF THE No-30 ORIGINAL DOCUMENT 1 eZ OZ et 8 [ Gt et Sit 6t sjt Zt tt [ 8 t3 G 118 119 � £ � �ZZ rri7iY3Nl `�i"i I III ill ill II I I S►�li�ll��llllllll�llllli�l III�.IIIII IIIIIIIII Iliillill�ll�i lili�iiiiliiii�liilI!III iiiiliiii ilii illi iiia iiia iiiiliiii�iiiillil�<«��l iiiilii�iliil� iiiil►i�i��u��� lu�ll>�1� ���lullluu� f �I II IIIIII VIII .I I IIII i OFFICE COPY July 1, 2003 _ 3. Appliances serving different areas of a building other than where they are installed shall be CITYSOF TIGARD permanently marked in an approved manner that uniquely identifies the appliance and the Toni Louris area it serves. 304. 10 OMSC Architects Van Lom -+- Co. OREGON i 4. Appliances shall be accessible for inspection, service, repair or replacement without removal 34 NW First Avenue, Suite 309 i of permanent construction. 306. 1 OMSC Portland, OR 97209 5. Manufacturer's installation instructions shall be available on the jobsite at the time of RE: MODIFICATION & ADDITION OF EXISTING RESTAURANT inspection. 304. 1 GMSC Project Information 6. Condensate from cooling coils or evaporators shall be collected and discharged to an Buildii,g Permit: BUP2003-00294 Construction Type: V-1 NR approved plumbing fixture or disposal area. 307. 1 GMSC Tenant Name: Gustav's Occupancy Type: A3 7. Smoke detectors shall be installed in return air systems with a design capacity greater than Address: 10350 SW Greenburq Road Occupant Load: 355 2000 cfm. Upon activation, the smoke detector shall shut down the air distribution system. Area: 8,773 Sq Ft Stories: 1 Smoke detectors shall be connected to a fire alarm system and shall activate an audible and Sprinkled: In-lieu of 1 hour construction. Alarms: Deferred visible alarm at a constantly attended location. 606.2, 606.4 & 606.4. 1 OMSC The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 1998 , American with Disabilities Act (ADA): It shall be the responsibility of the Architect, Engineer, edition, the State of Oregon Mechanical Specialty Code (OMSC) 2002 edition; and the Tualatin Designer, Contractor, Owner and Lessee to research the applicability of the ADA requirements for Valley Fire & Rescue Ordinance 99-01 (TVFR99-01) 1999 edition. The submitted plans are approved the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with subject to the following conditions. Chapter 1 1 of the OSSC which may not include all of the requirements of the ADA. GENERAL Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be 1 . Provide two, 40-B rated fire extinguisher in the crooking area with a maximum travel distance maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC to an extinguisher of 30 feet. Standard 10-1, Chapter 3 TVFR99-01 . Certificate of Occupancy: No building or structure shall be used or occupied until the Building 2. Exit doors shall be provided with panic hardware. 1007.2.5 OSSC Official has issued a certificate of occupancy 109. 1 OSSC 3. Exit signs shall be illuminated at all times and shall be provided with a second source of Premises Identification: Approved numbers or addresses shall be provided for all new buildings in power that will provide 1 r/2 hours of illumination in case of primary power loss. 1003.2.8.5 such a position as to be plainly visible and legible from the street or road fronting the property. OSSC When submitting revised drawings or additional information, please attach a copy of the enclosed 4. The means of egress shall be provided with illumination of not less than 1 foot candle at the City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking floor level anytime the building is occupied. The means of egress illumination shall be and processing the document provided with a second source of power in case of primary power loss. 1003.2.9.2 OSSC p �rl� 5. Post room capacity 1007.2.6. No single room exceeds 300 occupants. Resy, i MECHANICAL, " Bri lal I . Each appliance shad be provided with a shutoff valve separate from the appliance. The Senior Plans Examiner shutoff valve shall be located in the same room and within six feet of tl� appliance served. Access shall be provided to the shutoff valve. 0409.5 OMSC 2. Equipment and appliances regulated by this code requiring electrical connections shall have a positive means of disconnect in accordance with the Electrical Code. 301 . 1 OMSC Greenburq Rd, 10350 BUP2003-00294 55 of 57 13125 SW Hall Nvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 Greenburq Rd, 10350 BUP2003-00294 57 of 57 ynn NOTICE: IF THE PRINT OR TYPE ON ANYJill 1 � ( � lr ililtli tlill111.2AS THiS NOTICE; T� T�IMAGE IS NOT AS CLEAR 3 1 11' IS DUE TO THE QUALII Y OF THE — - — ----- ------- - _----- ___�__ r No.36 ORIGINAL DOCUMENTE 61Z 8Z LZ SZ 5Z ZZ TZ OZ 6T 8I LT 9T 9I fiT ET ZT � iT 01 ____- IL r6 8 9 E Z T I�a��w iIII IiIi IIIi�lill Illi Illi 1111 Illi Ilii 1111 1111 1111- L111 (uI 1111 (111111 till 1111 fly 1111 1111 1111 1111 illl 1111 1111 l li !i l 11 l l 11 1111 Illi 1111 Ill! If l I I I l l l l l l l l l l Ill l Illl l l l l l 1 I LI,I l l l l l l 1111 l 1111111.11 1111. llJ1