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PLM 2019-00079 GENERAL NOTES PLUMBING GENERAL NOTES CONT. PLUMBING GENERAL NOTES CONT. LEGENDS, SYMBOLS AND ABBREVIATIONS s 1 . CONTRACTOR SHALL VISIT JOB SITE, VERIFY FIELD CONDITIONS, REVIEW 13. HORIZONTAL LINES SHALL HAVE HANGERS OR SUPPORTS SPACED AS A. CAST IRON SOIL PIPE AND FITTINGS (ABOVE FLOOR): REQUIRED SYMBOL ABBREV. DESCRIPTION PLAN AND SPECIFICATIONS AND SHALL INCLUDE IN HIS PRICE THE FOLLOWS: CISPI 301 & 310 WHICH COMPLIANCE WITH HUD UM 77A CAST e_V-A- POC POINT OF CONNECTION NECESSARY COST TO CONSTRUCT THIS PROJECT IN ACCORDANCE WITH IRON HUBLESS SOIL PIPE AND FITTING. ALL PIPE AND FITTINGS THE MECHANICAL DRAWING AND SHALL MEET ALL APPLICABLE CODES. A. CAST IRON PIPE - 5' CENTERS SHALL BE MARKED WITH CISPI'S COLLECTIVE TRADEMARK OR �____A___- POD POINT OF DISCONNECT B. STEEL PIPE - 10' CENTERS RECEIVE PRIOR APPROVAL BE THE ENGINEER OF RECORD. JOINTS -- PLUMBING FIXTURE CONNECTION 2. ALL MATERIAL AND EQUIPMENT FURNISHED AND INSTALLED SHALL BE C. COOPER TUBING 5' CENTERS FOR 1 -1 /2" AND SMALLER, 10' FOR HUBLESS PIPE AND FITTINGS: CISPI 310 AND SHALL = CO CLEAN OUT 5_iQ NEW, FREE FROM DEFECTS AND SHALL BE GUARANTEED FOR A PERIOD CENTERS FOR 2" AND LARGER CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNER. AND LOCAL CODE REQUIREMENTS. ANACO "HUSKY SD 4000, C DN. PIPE DOWN0 SHOULD ANY TROUBLE DEVELOP DURING THE PERIOD DUE TO FAULTY 14. PIPING SHALL BE NEW AND FREE FROM FOREIGN SUBSTANCES. REAM CLAMP-ALL 125, TYLER WB, MG COUPLINGS, OR EQUAL, COMPLY 0- UP PIPE UP WORKMANSHIP OR MATERIAL, THE CONTRACTOR SHALL FURNISH ALL OUT ALL BURRS FORMED IN CUTTING PIPE. THREADS SHALL BE CUT WITH FM 1680, CLASS 1 . NECESSARY MATERIAL AND LABOR TO CORRECT THE TROUBLE WITHOUT ACCURATELY AND NOT OVER TWO THREADS SHALL SHOW BEYOND THE > -- FLOW DIRECTION COST TO THE OWNER. FITTING. FRICTION WRENCHES SHALL BE USED WITH PLATED POLISHED, B. CAST IRON SOIL PIPE AND FITTINGS (BELOW SLAB): ASTM A74 n"' TP TRAP PRIMER W/ WALL ACCESS PANEL 3. CONTRACTOR IS TO REVIEW THE PLANS OF OTHER DISCIPLINES AND OR SOFT METAL PIPING. STANDARD WEIGHT HUB AND SPIGOT PIPING AND FITTING. ALL JR-N-N-mi BFP BACKFLOW PREVENTER COORDINATE WITH THE WORK OF OTHER TRADES PRIOR TO PIPE AND FITTINGS SHALL BE MARKED WITH CISPI'S COLLECTIVE INSTALLATION TO AVOID ANY CONFLICT BETWEEN DUCTS, CONDUITS, 15. CHANGES IN PIPE SIZE SHALL BE MADE WITH REDUCING FITTINGS, AND TRADEMARK OR RECEIVE PRIOR APPROVAL BE THE ENGINEER OF DC SOV SHUT-OFF VALVE BakeryCafe SPRINKLERS, PIPING, LIGHTING FIXTURES, ETC. NO EXTRAS WILL BE BUSHING WILL NOT BE PERMITTED. RECORD. JOINT FOR HUB AND SPIGOT PIPE AND FITTINGS: N CKV CHECK VALVE ALLOWED FOR CORRECTION OF CONFLICTS DUE TO LACK OF ASTM C-564 COMPRESSION GASKETS OR SHALL BE INSTALLED GCK GAS COCK COORDINATION. 16. UNION CONNECTION SHALL BE INSTALLED DOWNSTREAM OF ALL VALVES, WITH LEAD AND OAKUM. . AT ALL EQUIPMENT CONNECTIONS AND AT OTHER POINTS AS REQUIRED. ® FD FLOOR DRAIN THEDRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED TO C. COPPER DRAINAGE PIPING AND FITTINGS (ABOVE FLOOR): ASTM . PR PIPE REDUCER 9753 SW Washington Sq Rd 4. DETERMINE EXACT LOCATION OF PIPING, DUCT WORK OR DIFFUSERS. 17. CUTTING OR BORING OF HOLES THROUGH STRUCTURAL MEMBERS SHALL B306 DWV TYPE COPPER TUBING AND ANSI B16.23 CAST BRONZE Suite D02 BE DONE ONLY WHEN IT IS IMPOSSIBLE TO ROUTE PIPING IN ANOTHER SOLDER-JOINT DRAINAGE TYPE FITTING. PROVIDE MISSION, OR WCO WALL CLEAN-OUT RITHE ARCHITECT'S ATTENTION OF MANNER. IF CUTTING OR BORING IS NECESSARY IT SHALL BE EQUAL, CISPI 310 ADAPTOR COUPLING WITH NEOPRENE GASKET FCO Tigard, OR 97223 5. THE CONTRACTOR SHALL BRING TO ACCOMPLISHED ONLY BY WRITTEN APPROVAL FROM THE ARCHITECT, AND STAINLESS STEEL SHIELD WITH TWO BANDS. FLOOR CLEAN-OUT ANY DISCREPANCY OR CONFLICTS IN THE PLANS OR THE SITE STRUCTURAL AND BUILDING ENGINEER, AND ALSO INCLUDED IN HIS CONDITIONS. ALL NECESSARY CHANGES MUST BE APPROVED IN WRITING BIDS. WORK SHALL COMPLY WITH CBC SECTIONS 2320A.8.3 AND D. CONDENSATE PIPING AND FITTINGS: ASTM B88 HARD DRAWN LINE TYPE ABBREV. DESCRIPTION vnitli cc . BY THE ARCHITECT BEFORE START OR WORK. 2320A.11 .10. DEOXIDIZED, TYPE M COPPER TUBING WITH ANSI B16.22 (E) EXISTING PIPE TO REMAIN 6. CONTRACTOR TO SUBMIT CATALOG CUT SHEETS OF ALL THE MATERIAL 18. DO NOT ALLOW THE PIPING, VALVES OR CONNECTORS TO FORM A RIGID WROUGHT COPPER WYES AND LONG RADIUS SOLDER-JOINT 1725 westlake avenue n AND EQUIPMENT TO BE USED AND WORKING SHOP DRAWINGS FOR FITTINGS. G G. NATURAL GAS suite 210 CONNECTION WITH THE STRUCTURE OR OTHER PIPES. INSTALL PIPING seattle, washington 98109 RECEIVED APPROVAL BEFORE START OF WORK. TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING -HWS- HWS HOT WATER SUPPLY 36. PRESSURE PIPING AND FITTING: 206.838.5485 p FEB 2 5 2019 7. SUPPORTS FOR ALL PIPING AND DUCTWORK SHALL BE. IN ACCORDANCE PIPE, JOINTS OR CONNECTED EQUIPMENT. Cly CW COLD WATER SUPPLY 206.713.4076 m LATEST SMACNA "GUIDELINES FOR SEISMIC RESTRAINTS OR A. DOMESTIC COLD AND HOT WATER (ABOVE GRADE): HARD DRAWN CITY OFTIGARD DIVISION MECHANICAL SYSTEMS AND PLUMBING SYSTEMS". FIXTURE BANK OR 18" HIGH AIR CHAMBER FOR EACH PLUMBING DEOXIDIZED WATER SERVICE TUBING CONFORMING TO ASTM B88, ksmith@smithco.org FIXTURE. SIZE OF WATER HAMMER ARRESTER SHALL BE SUFFICIENT TO TYPE "L". PROVIDE 125 PSI FLANGE AT CHANGE OF MATERIAL SW SANITARY WASTE http://www.smithco.org/ PLUMBING GENERAL NOTES HANDLE THE REQUIRED FIXTURE UNIT AT EACH BANK. LOCATIONS. GW GREASE WASTE B. DOMESTIC COLD AND HOT WATER (BELOW GRADE): HARD DRAWN V VENT PIPE Consultant • 1 . PROVIDE ISOLATED COUPLINGS AND/OR UNIONS AT POINTS OF 20. THE DOMESTIC WATER SUPPLY AND DISTRIBUTION SYSTEM WITHIN THE DEOXIDIZED WATER SERVICE TUBING CONFORMING TO ASTM B88, CD CD CONDENSATE DRAIN CONNECTION BETWEEN COPPER, STEEL AND BRASS PIPING. AREA OF WORK SHALL BE STERILIZED WITH CHLORINE IN SOLUTION IN TYPE TYPE "K". _ CALCULATIONS, TABLES, AND SCHEDULES PLUMBING FIXTURE SCHEDULE PLUMBING FIXTURE UNIT (FU) CALCULATION MINIMUM PLUMBING FIXTURE BRANCH PIPE SIZE TAG FIXTURE MAX. WATER DESCRIPTION USAGE FIXTURE WATER SANITARY WASTE GREASE WASTE KOHLER ADA AND WATERSENSE EPA COMPLIANT 1 .28 GPF FLOOR MOUNTED WATER TAG FIXTURE WASTE TRAP VENT CW HWREMARK • WC WATER CLOSET, 1 .28 CLOSET (K-3999-RA) CONSISTS OF K-4731 -C SEAT, K-4199 BOWL, AND K-4467-RA TAG TYPE QTY EACH TOTAL QTY EACH TOTAL QTY EACH TOTAL ADA GAL./FLUSH TANK WITH RIGHT-HAND TRIP LEVER OR EQUAL. WATER CLOSET WC WATER CLOSET 2 2.5 5.0 2 4.0 8.0 -- -- -- WC (TANK TYPE) 3"0 3"0 2"0 Y2"9 -- m © -0 _0" KOHLER VERTICYL UNDER-MOUNT BATHROOM SINK. MODEL: K-2882, ADA COMPLIANT. LAV LAVATORY 2 1 .0 2.0 2 1 .0 2.0 -- -- -- 0"95 --COMPLETE WITH 0.5 GPM ELECTRONIC PROXIMITY LAVATORY FAUCET. COLOR: WHITE. DC LAV LAVATORY 2"s 1Y21Y21Y2"0 Y2"0 Y2"95o Om LAV LAVATORY, ADA 0.5 GPM POWERED FAUCET MODEL NO.: 7055.105. SINGLE INLET WITH CAST BRASS SPOUT, FD FLOOR DRAIN -- N/A -- 5 2.0 10.0 3 2.0 6.0 FD FLOOR DRAIN 2"� 1r2"0 1Y2"0VANDAL-RESISTANT NOT-AERATED SPRAY AND BATTERY. PROVIDE THERMAL MIXING Tp TRENCH DRAIN -- N/A -- -- -- -- 1 2.0 2.0 VALVE (MODEL NO. 605XTMV), OUTLET TEMPERATURE NOT TO EXCEED 105°F. TD TRENCH DRAIN 2"0 1Y2"9 ** -- -- ZURN MODEL FD2290 ADJUSTABLE FLOOR DRAIN. CAST IRON BODY, NO-HUB, CHROME FS FLOOR SINK -- N/A -- 6 3.0 18.0 3 3.0 9.0 FS FLOOR SINK 2"0 1Y2"O 1Y2''ø -- -- FD FLOOR DRAIN N/A PLATED STRAINER, Y2 TAP PRIMER CONNECTION OR EQUAL. TP TRAP PRIMER 4 1 .0 4.0 -- -- -- -- -- - TP TRAP PRIMER -- -- -- Y2"0 -- m 85°C FAST TRACK PRE-SLOPED TRENCH DRAIN SYSTEM. 6" WIDE AND VARIOUS LONG *6 PROOFER 1 0.5# 0.5 1 *** -- -- -- -- 6 PROOFER -- -- -- Y2"0 -- /® Bakery Cafe TD TRENCH DRAIN N/A SECTION WITH PRE-MOLDED 2" NO-HUB BOTTOM OUTLET WITH TRAP AND h" TAP *7 DECK OVEN 1 ** -- -- -- -- -- -- -- PRIMER CONNECTION. PROVIDE DRAIN WITH 16GA 304 S.S. PERFORATED GRATING. 7 DECK OVEN -- -- YZ"� -- *9 GAS OVEN 2 ** -- -- -- -- -- -- -- 9 GAS OVEN -- -- -- YZ"o -- PRECISION PLUMBING PRODUCTS (PPP) MODEL MP-500-12V TRAP PRIMER WITH *19A WATER FILTER 1 2.5 2.5 -- -- -- -- -- -- 9753 SW Washington Sq Rd TP TRAP PRIMER N/A BATTERY OPERATED SOLENOID VALVE AND KEY OPERATED LOCKABLE RECESSED WALL 19A WATER FILTER -- -- -- YZ t6 -- m Suite D02 BOX. PROVIDE DISTRIBUTION UNIT FOR VALVE SERVING MORE THAN 1 FLOOR DRAIN. *19D WATER FILTER 1 1 .0 1 .0 -- -- -- -- -- -- 19D WATER FILTER -- -- -- 1 "0 -- m Tigard, OR 97223 ZURN MODEL FD2376 12"x12"X8"DEEP, 2" NO-HUB OUTLET FLOOR SINK WITH HALF *20 3-COMP SINK 1 3.0 3.0 -- -- -- 1 3.0 3.0 FS FLOOR SINK N/A 2 2 24 3-COMP SINK 2"o 2"0 2"0 Y"o Y"o m g GRATE AND BOTTOM DOME STRAINER. *21 HAND SINK 2 1 .0 2.0 1 3.0 3.0 1 1 .0 1 .0 21 HAND SINK 2"0 1Y2"0 1Y2"0 Y2"95 YZ"so MS MOP SINK 1 .8 GPM GSW 24X24 STAINLESS STEEL MOP SINK, NSF LISTED. (MODEL: SE2424FM) OR EQUAL. *26 ESPRESSO 1 # -- 1 *** -- -- -- -- 26 ESPRESSO -- -- -- Y2"� -- vnith co cc . PROVIDE SINK WITH FAUCET AND VACUUM BREAKER. *28 BREWER 2 ** -- 2 *** -- -- -- -- 1725 westlake avenue n 29 DUMP SINK -- -- -- Y2 y2 o suite 210 PLUMBING EQUIPMENT SCHEDULE *29 DUMP SINK 1 1 .0 1 .0 1 *** -- -- -- -- 31 MOP SINK 2"0 1Y2"95 1Y2"95 YZ"0 YZ"9s CD seattle, washington 98109 *31 MOP SINK 1 3.0 3.0 -- -- -- 1 3.0 3.0 TAG DESCRIPTION 34 HW DISPENSER -- -- -- Y2"0 __ ®m 206.838.5485 p *34 HW DISPENSER 2 ** -- 2 *** -- -- -- -- 206.713.4076 m TAKAGI GAS WATER HEATER MODEL T-H3-DV, GAS INPUT 199,000 BTUH, TANKLESS AND 95% THERMAL EFFICIENCY. 36B WATER HEATER -- -- -- 1Y2 o 1Y2 0 O 206.464.0700 f COMPLETE WITH DRAIN PAN, FACTORY CONDENSATE NEUTRALIZATION KIT, FACTORY LISTED VENT TERMINATION CAP *39 ICE MAKER 1 0.5# 0.5 -- -- -- 1 *** -- ksmith@smithco.org W FOR ROOF INSTALLATION, T&P VALVE, FLEXIBLE HOSE CONNECTION, UNION FITTINGS, ISOLATION VALVES, CHECK ICE MAKER -- -- -- YZ -- 01 VALVE, AMTROL AX-20V EXTROL EXPANSION TANK. 120V/10/60Hz POWER, DISCONNECT SWITCH AND WIRING TO *40 HAND SINK 1 1 .0 1 .0 1 *** -- -- -- -- 39 40 HAND SINK 2"9 1Y2"95 1Y2"0 Y2"o YZ„o 0 http://www.smithco.org/ WATER HEATER BY ELECTRICAL CONTRACTOR. SET DISCHARGE WATER TEMPERATURE AT 120°F. PROVIDE SCHEDULED *41 PREP SINK 1 1 .5 1 .5 -- -- -- 1 .. *** -- 41 PREP SINK -- -- -- YZ"O YZ"O Consultant - EQUIPMENT OR APPROVE EQUAL. „i_____7_- *42 DIPPER WELL 2 0.5 1 .0 2 *** -- -- -- -- _ _ BELL AND GOSSETT LEAD FREE (CA AB1953 COMPLIANT) RECIRCULATOR MODEL ECOCIRC e3-6, 0.5 GPM @ 8 FT. HD. 42 DIPPER WELL -- -- -- Y2"0 -- __- 1 15V/1 /60Hz, MAX. 28 WATTS. COMPLETE WITH LEAD FREE BODY, S.S. WETTED COMPONENTS, ECM MOTOR, FACTORY *44 ICE CHEST 2 -- -- 2 *** -- -- -- .. �- - F _- , DRINKING _ -- (CP __ 01 ADJUSTABLE AQUASTAT AND TIMER MODULE FOR PUMP CONTROL. COORDINATE WITH ELECTRICAL CONTRACTOR FOR 56 -- YZ 0 �-_=- PROVISION OF 115V/1 PH POWER, DISCONNECT, AND WIRING BY ELECTRICAL CONTRACTOR. *56 DRINKING FAUCET 2 ** -- 2 *** -- •-- •-- -- - FAUCET ®m z / =__` SCHIER GREAT BASIN HIGH EFFICIENCY GREASE INTERCEPTOR. MODEL: GB-250. 100-GPM, 275-GAL LIQUID CAPACITY, MAU MAKE-UP AIR UNIT 1 1 .0 1 .0 1 *** -- -- -- -- MAU-01 MAKE-UP AIR 1Y»� -- -- 3 „� __ = -_ _ ___ UNIT 2 �4 _G1 ,076-LBS GREASE CAPACITY, 4 o INLET/OUTLET. TRAFFIC LOAD RATED, BOLTED, GAS/WATER TIGHT COMPOSITETOTAL FU 29 4124 A .1)___-__ COVERS. COMPLETE INTERCEPTOR INSTALLATION WITH FACTORY PUMP-OUT PORT (MODEL: PPOP-LRT) WITH 3" CAM r ��, , , O 1 AND GROOVE FITTING FOR PUMPER HOOK-UP, FLOW CONTROL AT INLET, PROPER VENTING AT INLET AND OUTLET OF * OWNER/GC FURNISHED AND INSTALLED EQUIPMENT; REFERENCE GENERAL NOTES � ' ; ingi d DEVICE. EQUIPMENT SCHEDULE ON ARCHITECTURAL FOR DETAIL. 1 . PIPE SIZES SHOWN MAY NOT BE NECESSARY THE FIXTURE CONNECTION SIZE. Design i erv1aes Ina. ** FROM WATER FILTER SYSTEMS. SEE FINAL PRODUCT MANUFACTURER RECOMMENDED PIPING CONNECTION SIZES ADR: 3119 Central Parkway, Dublin CA. 94568 PRIOR TO INSTALL. PROVIDE REDUCER BETWEEN BRANCH LINE AND TEL: 510-788-6029 *** INDIRECTLY DRAIN TO FLOOR SINK. CEL: 510-468-0613 HYDROMECHANICAL GREASE INTERCEPTOR (GT-01 ) FLOW CALCULATION PER 2015 UPC, TABLE 1014.2. 1 CONNECTION AS REQUIRED. FAX: 510-788-6039 # MAKE CONNECTION TO DEDICATED WATER FILTER THEN TO FIXTURE. 2. UNDERGROUND VENT PIPE SHALL BE 1 "0 LARGER THAN SCHEDULED SIZE Consultant Registration Architect Registration EQUIPMENT FIXTURE FIXTURE DIMENSION NO. OF TOTAL VOLUME FIXTURE FILL LOAD TO SEE PLUMBING GENERAL NOTES FOR DETAIL. TAG DESCRIPTION (LENGTH X WIDTH X DEPTH) COMPARTMENT (GALLON) FACTOR GT-01 3. UNDERGROUND COLD WATER PIPE SHALL BE TYPE-K LEAD FREE COPPER 20 3-COMP. SINK 1 24"X24"X13.5" 3 101 0.75 75.8 HYDRONIC PIPE MATERIAL SCHEDULE* PIPE. SEE PLUMBING GENERAL NOTES FOR DETAIL. 90Esskliq REMARKS cs9 k•1 LI A 21 HAND SINK 1 12.5"X9.75"X5.63" 1 2.97 0.75 2.23 ITEM LOCATION SPECIFICATIONS m PROVIDE ISOLATION VALVE AND WATER HAMMER ARRESTER FOR EACH _,�P . A FIXTURE BANK OR MIN. 18" AIR CHAMBER AT EACH PLUMBING FIXTURE. M3 4 31 MOP SINK 1 16 X20 X6 1 8.31 0.75 6.2 PROVIDE THERMAL MIXING VALVE AND SET HOT WATER TEMPERATURE NO HIGHER * ;y: DOMESTIC COLD WATER PIPE ABOVE GRADE TYPE L COPPER St �c41 PREP SINK 1 18X18 X14 1 19.6 0.75 14.7 THAN 110 F. ® FLASH VALVE FIXTURE cAL� TOTAL FIXTURE LOAD 98.9 GAL DOMESTIC COLD WATER PIPE BELOW GRADE TYPE K COPPER ® PROVIDE SCHEDULED SIZE INDIRECT DRAIN FROM EQUIPMENT TO NEARBY FLOOR A temporary permit to practice in Oregon has been MIN. REQUIRED FLOW RATE OF GREASE SINK SEE PLAN FOR DETAIL. granted to Jia Hui Pan, valid only until official action is taken on March 12, 2019 for Oregon registration. INTERCEPTOR AT 2.5X OF TOTAL LOAD 39.6 GPM SANITARY/GREASE WASTE AND VENT PIPE ABOVE GRADE CAST IRON NO-HUB ® PROVIDE FILTERED WATER TO FIXTURE PER SCHEDULED PIPE SIZE. DESIGN GREASE INTERCEPTOR 49.5 GPM Issues and Revisions TWO MINUTES DRAINAGE PERIOD NEW GREASE INTERCEPTOR SANITARY/GREASE WASTE AND VENT PIPE BELOW GRADE CAST IRON NO-HUB No. Date Issues By Check FLOW RATE PER USD 100 GPM 1 02.07.19 PERMIT SET KLS NATURAL GAS ABOVE GRADE BLACK STEEL SCHE. 40 PAINT WITH RUST INHIBITOR INSTANT HOT WATER HEATER SIZING NATURAL GAS BELOW GRADE GALVANIZED STEEL SCHE. 40 WASTE AND VENT SYSTEM: PAINT WITH RUST INHIBITOR OPER 2015 UPC TABLE 703.2) FIXTURES No. of X GPM = TOTAL GPM CONDENSATE ABOVE AND TYPE M COPPER UNITS BELOW GRADE MIN. CODE REQUIRED SANITARY WASTE (SW) PIPE SIZE: LAV, LAVATORY 2 X 0.5 = 1 .0 * SCHEDULE SHOWN FOR QUICK REFERENCE ONLY. SEE COMPLETE MATERIAL (1 ) 4"0 SW #20, 3-COMP SINK 1 X 2.0 = 2.0 . NEW SANITARY WASTE TO BE PROVIDED: = SPECIFICATIONS ON PB-0.1 . #21, HAND SINK 2 X 0.51.0 (1 ) 4"95 SW = CODE REQUIREMENT #29, DUMP SINK 1 X 0.5 = 0.5 GAS DEMAND CALCULATION #31 , MOP SINK 1 X 2.0 = 2.0 N. CODE REQUIRED PLUMBING VENT (V) PIPE SIZE: MIN. V • #40, HAND SINK 1 X 0.5 = 0.5 EQUIPMENT QTY GAS INPUT (CFH) TOTAL (CFH) (1 )NEW PLUMBING VENT TO BE PROVIDED: #41, PREP SINK 1 X 0.5 = 0.5 VDOUBLE STACKED OVEN 4 33 132 (2) 3"0 V AND (1 ) 2"0 V > CODE REQUIREMENT TOTAL GPM X = 7.5 36B/WATER HEATER 2 199 398 Project Name 85'C Bakery Cafe - USA WATER SUPPLY SYSTEM: CALAULATION: RTU-01 1 180 180 (PER 2015 UPC TABLE 610.4. 46--60 PSI) 199,000 BTU#H INPUT (T-H3-DV) X 0.95 (EFFICIENCY) MAU-01 1 117 117 Project Number 18059 8.34 (GALLON) X 100°F (TEMP RISE) X 60 (MINUTE) = 3.78 GPM Description PLUMBING CALCULATIONS, TABLES BUILDING WATER PRESSURE BETWEEN 4660 PSI. GRAND TOTAL (CFH) 827 AND SCHEDULES DISTANCE BETWEEN THE MOST REMOTE FIXTURE TO Computer File MP.DWG = WATER METER: 300 FT. 7.5 GPM (REQUIRE) 1.98 < 2 TOTAL NUMBER WATER FIXTURE UNIT: 27 3.78 GPM MINIMUM REQUIRED SUB-WATER METER SIZE: (1 ) 1 "0 UNITS UNITS DUCT / PIPING INSULATION SCHEDULE Scale AS NOTED MINIMUM REQUIRED WATER MAIN: (1 ) 1Y2"95 (REQUIRED) (PROVIDED) ITEM LOCATION INSULATION TYPE MIN. R-VALVE MIN. THICKNESS REMARK Template 4.3 (120101) GAS SUPPLY SYSTEM: All ideas, designs, arrangements, and plans indicated or HOT WATER SUPPLY represented by this drawing are owned by and the property of (PER 2015 IFGC TABLE 402.4(1 )) ALL FIBERGLASS -- 1 "l5 UP TO 140°F) (PIPE<1Y2 smith co. lic and were created, evolved, and developed " TENANT TOTAL GAS LOAD: 827 CFH HOT WATER SUPPLY • for use on and in connection with the specified project. None of „ such ideas, designs, arrangements or plans shall be used DISTANT FROM METER TO MOST REMOTE OUTLET: 250 FT -- byor disclosed to any person, (lye"f6 OR LARGER UP TO 140°F) ALL FIBERGLASS 1 .5 firm, or corporation for any MIN. GAS PIPE SIZE PER 2015 IFGC TABLE 402.4(1 ): 2Y2"0 EXISTING TENANT GAS MAIN SIZE: 1 2Y2"s� = REQUIREMENT REMARKS: purpose whatsoever without the written permission of smith co. 11c. ( ) m ALL INSULATION OR ACCOUSTICAL LINING SHALL HAVE SMOKE SPREAD INDEX LESS THAN 50 AND FLAME SPREAD INDEX LESS THAN 25. ® PROVIDE ALUMINUM JACKETING TO ALL EXTERIOR PIPE INSULATION. ■ `- SYSTEM NO.W-L-1003 SEPTEMBER 03, 2004 ATTACHMENT TO (FORMERLY SYSTEM NO. 147) STRUCTURE WITH PECIFIED HANGER ROD ' I F RATINGS — 1 AND 2 HR (SEE ITEM 1) — T RATING — 0 HR SPECIFIED ANCHOR OR INSERTS SPECIFIED LONGITUDINAL BRACE (---) WOODEN JOIST, TYP. 2x4 WOODEN BLOCK 90' ANGLE FITTIN et, ei , IPE CLAMP 10 GA7A (4!)) 5- 00 STRAP OR U-BOLT SPECIFIED FRAMING CHANNEL ►- -I HANGER ROD �� , I , I i , _ ei el � .....__ED � . AND BRAC j ANGER ' ` PIPE `- v ..®, , . , - �, ��., jj� ROD 3 j �:L��r % '� SPECIFIED 0 _ PPE )4- _ ' IPE TRANSVERSE - W/INSULATION 10 BRACE _ �� MULTIPLE PIPES SINGLE PIPE ' "�_, T ' T SPECIFIED PIPE a SPECIFIED `t. ,'r , - - rr,PIPE PIPE RACK UNSTRUT SHIELD FOR TRAPEZE FOR PIPING PERP LAR TO JOISTS IS SIMILAR, 85°CBakeryCafe INSULATED PIPE HANGER A P-5500 60"MAX.SPAN EXCEPT SECURE ANGLE FITTING ONTO 2x4 BLOCKING. Lflj ,r--@ BETWEEN HANGER RODS ei, GALVANIZED PIPE SECTION A-A n. 9753 SW Washington Sq Rd V PIPE HANGER MAX. WEIGHT PER MAXIMUM PIPE -CLAMP & PARTS 1. WALL ASSEMBLY - THE 1 OR 2 HR FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL Suite D02 SIZE ROD SIZE HANGER LOAD SUPPORT SPACING BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR Tigard, OR 97223 U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE " lit, it, 610 LBS 6'- p" GALVANIZED GALVANIZED CHANNEL THE FOLLOWING CONSTRUCTION FEATURES: GAS PIPING SECURE WITH #1 4X2" A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. ■ WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC WITH NOM 2 BY 4 IN. 2'-3" " 730 LBS 10'- 0" GALV. RHWS, TWO LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-1/2 IN. WIDE BY 1-3/8 IN. » DEEP CHANNELS SPACED MAX 24 IN. OC. tilitith 4" �� '- 0" 2x4 REDWOOD PER CHANNEL, 1Y4 B. GYPSUM BOARD* - NOM 5/8 IN. THICK, 4 FT. WIDE WITH SQUARE OR TAPERED EDGES. THE cc . 810 LBS 12 _�� MIN. PENETRATION GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SLEEPERSHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE 1725 westlake avenue n INTO SLEEPER RESISTANCE DIRECTORY. MAX DIAMETER OF OPENING IS 15 IN. suite 210 NOTES: THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE 1 . SUPPORT PIPES AT INTERVALS INDICATED AND AT EACH CHANGE OF DIRECTION. ROOF I- + WALL ASSEMBLY IN WHICH IT IS INSTALLED. seattle, washington 98109 2. MULTIPLE PIPES MAY BE SUPPORTED ON A COMMON TRAPEZE SIZE AND SPACING I -7-1 ITUMASTIC ASPHALT 2. THROUGH PENETRANT - ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER 206.838.5485 p I � � CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE SPACE BETWEEN PIPES, t 1L TRAPEZE SIZE AND SUPPORT SPACING SHALL BE GOVERNED BY CUMULATIVE WEIGHT OF CONDUITS OR TUBING AND THE STEEL SLEEVE (ITEM 3A) SHALL BE MIN OF 0 IN. (POINT CONTACT) TO 206.713.4076 m SUPPORTED PIPING. MAX 2-3/8 IN. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL U 206.464.0700 f 3. BRACE PIPING LONGITUDINALLY AND TRANSVERSELY ACCORDING TO SMACNA GUIDELINES ASSESED:MBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE ksmith@smithco.org FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEM AND PLUMBING ' PIPING SYSTEM A. STEEL PIPE - NOM 12 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. http://www.smithco.org/ B. IRON PIPE - NOM 12 IN. DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE SUPPORT DETAIL PIPE, NOM 12 IN. DIAM (OR SMALLER) OR CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE. C. CONDUIT - NOM 6 IN. DIAM (OR SMALLER) STEEL CONDUIT OR NOM 4 IN. DIAM (OR SMALLER) Consultant STEEL ELECTRICAL METALLIC TUBING. .-_- __ SCALE:N.T.S. D. COPPER TUBING - NOM 6 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. E. COPPER PIPE - NOM 6 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. _ 3. FIRESTOP SYSTEM - INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE DETAILS _ -" OF THE FIRESTOP SYSTEM SHALL BE AS FOLLOWS. GALV -__4.-_-_- A.SSTEEL SSLEEVE -D CYLINDRICAL NSLEEIVNE FABRICATEDG FROM MIN 0.019 IN.ETHICK (NO.H 28F GAUGE) ___-__ -`__ METALLIC PIPE SLEEVE TO TBETEQUAL TOTHICKNESSI OF WALL PLUS LONTOT4E IN. SUCH DTHAT,SWHEN INSTALLED, THE L = =-'--=__ �-i,� 1' /� WOOD JOIST ENDS OF THE SLEEVE WILL PROJECT APPROXIMATELY 1/2 TO 2 IN. BEYOND THE SURFACE OF THE ��,'".o FLOOR-CEILING 16 GAUGE SHEET METAL WALL ON BOTH SIDES OF THE WALL ASSEMBLY. SLEEVE INSTALLED BY COILING THE SHEET STEEL TO FIRESTOP ,� FLASHING WITH FLASHING A DIAM SMALLER THAN THE THROUGH OPENING, INSERTING THE COIL THROUGH THE OPENINGS AND SEALANT v t\ ASSEMBLY r 12" MIN. RELEASING THE COIL TO LET IT UNCOIL AGAINST THE CIRCULAR CUTOUTS IN THE GYPSUM WALLBOARD O', S C ►eeri ' and ,\ CLAMP BY MECH. LAYERS. ++��jj I 10B. PACKING MATERIAL - MIN 1 IN. THICKNESS OF MINERAL WOOL BATT INSULATION FIRMLY MOSiernr t orivices Ina. - MASTIC SEAL, TYP. PACKED INTO STEEL SLEEVE ON BOTH SIDES OF THE WALL ASSEMBLY AS PERMANENT FORMS. PACKING NAILED TO R001" \IL MATERIAL TO BE RECESSED MIN 1/2 IN. FROM END OF STEEL SLEEVE (FLUSH WITH OR RECESSED TER. 53119 Central 10 788-6029 Parkway, Dublin CA. 94568 INTO GYPSUM WALLBOARD SURFACE) ON BOTH SIDES OF WALL ASSEMBLY. CEL: 510-468-0613 ��/� \\\\\\\\\\\\\\\\\\\\\� B1. PACKING MATERIAL - (NOT SHOWN) - AS AN ALTERNATE TO ITEM B, NOM 1 IN. THICK FAX: 510-788-6039 . irPOLYETHYLENE BACKER ROD MAY BE USED. THE BACKER ROD IS TO BE RECESSED WITHIN THE STEEL SLEEVE A MIN OF 1 IN. FROM EACH SURFACE OF WALL, Consultant Registration Architect Registration C. FILL,VOID OR CAVITY MATERIALS* - CAULK OR SEALANT - WHEN MINERAL WOOL BATT NIT BASE RAIL FLASHING W/SLEEVE, INSULATION IS USED, APPLIED TO FILL THE STEEL SLEEVE TO A MIN DEPTH OF 1/2 IN. ON BOTH / ROOF SIDES OF WALL ASSEMBLY. WHEN BACKER ROD IS USED, A MIN THICKNESS OF 1 IN. OF CP-25WB+ RTU TEE CONNECTION W/PLUG SEE ARCH. DWG. CAULK IS REQUIRED FLUSH WITH SURFACE OF WALL. A NOM 1/4 IN. DIAM CONTINUOUS BEAD OF '!!.'::!:!(!� Wim'!:;(( ' 1 !::ee CAULK OR SEALANT SHALL BE APPLIED AROUND THE CIRCUMFERENCE OF THE STEEL SLEEVE AT ITS �c Cj 2X6 FRAMED AROUND OPENING EGRESS FROM THE GYPSUM WALLBOARD LAYERS ON BOTH SIDES OF THE WALL ASSEMBLY. QE /Qui U FIRESTOP v ,\\,..._________ GYPSUM NDIRECT - - 3M COMPANY - CP 25WB+ CAULK OR FB-3000 WT SEALANT. (. .' P H A , SEALANT / WALLBOARD DRAIN INTO o I 01 -.t 18 GAUGE ANGLE CLIP *BEARING THE UL CLASSIFICATION MARKING - I =73r,VA M3,. 4 v CHASE WALL CONDENSATE CODE REQUIRED CLEARANCE �r �JU,,9 �" MIN. 3" + DRAIN NEARBY FOR FLUE VENT PIPE ThRU BATED WALL DETAIL 1,� - v ,\ ; FLOOR SINK 4h' `�--- -1-- MIN. 3" PIPE CLAMP SCALE: N.T.S. OF ca►- fA temporary permit to practice in Oregon has been PIPE P E N ET RATES _ I I _ granted to Jia Hui Pan,valid only until official action is taken on March 12, 2019 for Oregon registration. KATDEL. CLG . DETAIL r4 CONDENSATE DRAIN PIPING DETAIL 5 VENT THROUGI- ROOF DETAIL O.W. TO FLUSH VALVE FIXTURE \ COLD WATER I I OR FAUCET WITHIN 10' ONLY > Issues and Revisions 1110 SCALE:N.T.S. SCA :N.T.S. _ _ SCALE:N.T.S. BRANCH LINE No. Date Issues By Check . TO CW WATER P./ 1 02.07.19 PERMIT SET KLS MAIN IN CEILING /,y Y2"0 ISOLATION MIN. 20"X20" WALL BALL VALVE ACCESS PANEL \ _ MINIMUM 4" I MINIMUM 18 GA. HOT PAINTED TO MATCH u FLUSH WITH - FLOOR SLAB CLEARANCE FROM DIPPED GALVANIZED ADJACENT WALL MIFAB P1 /P2-500 FLOOR PIPE TO TOP OF SHEET METAL PRESSURE DROP CURB- MINIMUM ENCLOSURE- ACTIVATED TRAP SEAL 4 2" BETWEEN PIPES CROSSBREAK OR / PRIMER ;,,__;:_�rI : SLOPE FOR DRAINAGE AI UNIT (DU-U 4•% 7 PPP DISTRIBUTION HOT WATER �,, COLD WATER SHEET METAL OR \ C ) MP -U I CUT-OFF FERRULE FAUCET WITH - FLEX-TUBE COLLAR \ 15 ( AND SCREW PLUG VACUUM BREAKER 1 /2" FLASHING RECEIVER INSULATION > \�, , �� SLOPE PIPES AWAY -- \ \ `�. /. `� y rretrittalk mil , FROM HOOD Project Name 85•C Bakery Cafe - USA�� =/ - V COUNTERFLASHINGFINISHED GRADE IJ. � • �/ —_ 4 �,✓ TO OTHER Pro'ect Number 18059 ' ,� MIN. 12" AFF. FLOOR DRAIN jw � r,✓ Description PLUMBING DETAILS • 4 1I► SPECIFIED FLOOR DRAIN W/ P-TRAP CONCRETE BLOCK ® ill I ? ,,I 1► FASTENERS AND TRAP PRIMER Computer File MP.DWG m tLL APPROX.24" O.C. FLOOR TAPPING . PLUG WHERE C.O. I , - Scale AS NOTED FASTENERS OCCURS AT END � �e� APPROX. 8" O.C. V OF LINE BASE FLASHING / 17 Template 4.3 (120101) -�- TYPE "K" HARD _ u f 2" NOMINAL DRAWN COPPER All ideas, designs, arrangements, and plans indicated or FIBER CANT STRIP I = represented by this drawing are owned by and the property of MAX. 12" TUBING smith co. tic and were created, evolved, and developed SET IN BITUMEN for use on and in connection with the specified project. None of ? ) 8REDWOOD BLOCKING SLOPE TOWARD TRAP TO`W such ideas, designs, arrangements or plans shall be used SEE ARCH. DRAWING. CONCRETE ROOF by or disclosed to any person, firm, or corporation for any - DECK purpose whatsoever without the written permission of smith co. 11c. - 6MOP SINK DETAIL 8 PIPE ThIROUG1- ROOF DETAIL 9 TRAP-PRIMER PIPING DETAIL FLOOR CLEAN OUT DETAIL . P...03 ...---- SCALE:N.T.S. SCALE: N.T.S. _ SCALE:NTS _ _ SCALE:N.T.S. ■ ogP C-LJ U v�ET-C) `-'g -Highway traffic load rated, 4"0 $CHE. 40 PVC , a ,, \ , bolted,gas/water tight 16' -- ©�� composite covers.(1&0001be.). OutletAAl) WATER HEATER INTAKE ^.c -.a -.Q -.Q, //,� -. , - M 9. 4'plain end inlet/outlet _ _ 'WI I ■ ._ (oU P THROUGH ROOF 1' rea-C ED a' • WU o LE'uj(c�UQ�Qy @U@ ® Q�` QQ c�Q,(RQo Q 'It hnb c o Q Dja 2. Unit weight-w/composite covers:2301bs.;w/cast Q �.I Q iron covers:340 lbs.(For wet weight add 2290 lbs.) Submittal I Specifications I Installation I Application Specific Details s. Maximum operating temperature:190°F continuous 4. Capacities-Liquid:275 gal.;Grease:1,076 lbs.(147.4 � �� gal.);Solids:105gal. Inlet Outlet 4"0 SCHE.40 PVC WATER HEATER i ' II E. Built-in Flow control. • '' --- - - - �'� (standard) FLUE UP THROUGH ROOF Z. For gravity drainage applications only. 33•V2' 1 1111 � i / o 5- . plicatos. - / �� .. 6. Cover placement allows full access to tank for I U ■■� „ K � proper maintenance. V'� Z. Vent not required unless per local code. OutletC ]7r2 7 LO -�-/- 9®.Engineered inlet and outlet diffusers are removable (optional) Cia;":°°-' ® �` --_ - to insral air lean pin) 99.Integral air relief/Anti-siphon/Sampling access. p(��[� �I ,_ '� DDIIG IIM FLOW (TECHRIOO L�OM7 �/ ugm - ' The inlet diffuser splits influent into three paths,creating 68' 112 "0 HWS (34 -rem) -�, - \ laminar flow and utilizing the entire liquid volume of the tank • 0 24-b?TYP-J O for efficient grease separation.The calibrated openings greatly reduce effluent turbulence.The effluent enters the I ..-_ -.-. - Integral cVent not a j (( main chamber with ,�iU sediment layers. I �� ( 1 ( 1 f1 4 O SCHE.40 PVC FLUE. TYPICAL 8 The integral air relief/anti-siphon in the top of the outlet i r��I ' 1 Ili �'I, j_L,jj, 1,,' i� �t t_' I, Icer ✓� diffuser allows pressure stabilization within the unit during X1se 1_ _ _ _ 1.i d , ( o )- gu �" operation.uiThClleiSfreeofgreaSettom of the oo oeet:diffuser attitetankItcaoneasiy hof I�net&outlet `� FACTORY PROGRAMMABLE WATER be attached to any of the three outlets provided to ease job 3j4 "0 H W R- �H EATER REMOTE CONTROLLER N T R O LLE R i1l�3i!®I,.m c IC) ✓ ,�„ site piping layouts. 5147 _ Static water line ------00 9 753 S W Washington Sq R d ~'M` it C M CER C�II( II �tIIOM OUIIDE --Engineered inlet - 35-3/4' Suite D 02 I "' / 3' O and outlet diffuser Invert o m Schier Great BasinTM'grease interceptor model#GB-250 wlnspection port i Q shall be lifetime guaranteed and made inUSA ofseamless, - Tig a 1"d O 1 \ 9 7223 �4�i....5)4G; n, / rotationally-molded polyethylene.Interceptor shall be 1 / _ furnished for above or below grade installation.Interceptor i A shall be certified to ASME A112.14.3(type C)and CSA B481.1, I __ with field adjustable riser system,built-in flow control,built-in I J - test caps and three outlet options.Interceptor flow rate shall be 100 GPM.Interceptor grease capacity shall be 1,076 C Communication IDElitiii al 0 • --�_� lbs.Cover shall provide water/gas-tight seal and have OCC 1l OMn A A - Cable - PROVIDE UNION FITTING TO WATER ..e.--7..e.--7 minimuml6,000lbs load capacity. G H ❑ C G H ❑ C HEATER CONNECTIONS. TYPICAL. 1725 Westlake avenue n ....,...-1• OC° JG "DD PERFO(n�MANCE 4� Qf30.9 Great Basin hydromechanical grease interceptors are third 33-W. u U IA u u U u I U suite 210 party performance-tested and listed by IAPMO toASME = FACTORY CONDENSATE seattle, Washington 98109 #A112.14.3 and CSA B481.1 grease interceptor standards and ' , �• /� greatlyexceed requirements for grease separation and i + Adjustable adapters with RECIRCULATION �� , NEUTRALIZER KIT 206.838.5485 p o� ��Q storage.They are compliant to the Uniform Plumbing Code up to 6'of adjustability •� and the International Plumbing Code. I 0 I SCHEDULE PUMP. P. SEE ULE _r-� () 3/4"0 CONDENSATE INDIRECTLY 206.713.4076 m O4G°ADD ARDD o 4'plain end inlet/outlet I Capacities-Liquid:275 gal.(1,041 L);Grease:1,076 lbs.(488.1 kg)(147.4 gal/558 L);Solids:105 gal.(397.5 L); �` r§ rT I ( DISCHARGE TO M 0 P SINK. 206.464.0700 f Highway traffic load rated,bolted,gas/water tight composite covers.(16,000 lbs.) %III 0 Ma MN Tie down FOR DETAILS f `--1� ksmith@smithco.org OP IICHZ2 ° °p°'OMAIL: ksmith smithco.o �® c�® 1 I point for (V''N. �, http://www.smithco.org/ ❑ 4'Male Thread Inlet/Outlet ❑ High Water Anchor Kit anchor kit 2"0 G INCOMING Signature: "' _� ❑ s'Plain End Inlet/Outiet 4 ua�a te. I I 1Y2120 CW INCOMING consultant ❑ s'Male Thread Inlet/Outlet ❑ 4(x2)>6•-24• Date: (stainless steel) ❑ IL (x2)>24 -39 - ❑ Pedestrian Rated Covers-2,000 lbs. ) Company: ❑ H2O Load Rated Pickable ❑ sm(x2)+LR (x2)>43'-58' I Specifying Engineer. Q Cast Iron Covers ❑ LEM(x4)>58'-72' Engineering Firm: ., ❑ Integral Membrane g �' _- Clamping Collar Kt OWLET ERM Ea _ ❑ PumpoutPort(Large) 3/4"O WH DRAIN- -Y2"0 EXPANSION TANK DRAIN - = _ 120V/IPH GFI WALL OUTLET BY ELEC. 1 "0 COLD WATER ROUGH-IN WITH BALL CEILING VALVE AND UNION ® O PIPE HANGER APPROXIMATELY e _ • SOFT-COLD WATER • NEXT TO PIPE TEE WATTS # -(7;17'-3" ABOVE FLOOR Q SUPPLY TO WATER 1Y2"� SOFT WATER 007M2QT-S OR o HEATER I FROM WATER SOFTENER EQUIVALENT 1 "0 1 "0 BY-PASS PIPE UNION. e-" - = VALVE ECHECK W WITH TEST N.C. DIELECTRIC IF SHUT-OFF VALVE COCKS AND _ DISSIMILAR METALS •JWATTS NO. 530 STRAINER IN HORIZ- — WELDED STEEL8 - ,_j-1 /2" CALIBRATED ONTAL ORIENTATION. UUUU �-1 " FW TO EQUIPMENT t EXPANSION TANK PRESSURE - S.P.O. Bakery Cafe WITH POLYPRO- - RELIEF VALVE 1 "0 CONNECTIONS I PYLENE LINING SET AT 100 PSI. TO FILTERS WITH I RELIEF BALL VALVE AND L° 9753 SW Washington SqRd BUTYL DIAPHRAGM �� HARD COPPER UNION, DIELECTRIC g �� , i /VALVE INDIRECTLY IF REQUIRED FOR 00 DISCHARGE TO WATER FILTERS Suite DD2 AIR CHARGING VALVE. FLOOR MOP SINK AT DISSIMILAR METALS. co PROVIDED BY OTHERS, Tigard, OR 97223 FILL TANK WITH AIR 2" ABOVE FLOOD PRESSURE TO MATCH1 "0 FW r- MOUNTED ON WALL WATER PRESSURE, /.II "' RIM' BESIDE ICE MACHINE. THEN OPEN VALVE. - -� REMOTE STORAGE TANK vnith co . OF RO FILTER WATER 1725 westlake avenue n FLOOR y —7. \, SYSTEM suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ - NOTES: UNIT SHALL BE FDA APPROVED FOR DOMESTIC WATER USE. PIPING NOTES: Consultant ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD MAKE CONNECTION TO EQUIPMENT AS RECOMMENDED BY MANUFACTURERS. CONDITIONS. MAKE PIPE SAME SIZE AS TANK FITTING. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION PROCEDURE. -..--:: OPERATION WHEN INSTALLED. : - VI i _ VERIFY PROPER - ,-:_r_,- /,- _--1 _ „ ,._, N N ECTI ON DETAIL - - _ EXPANSION TANK PI Pi NG DETAIL O WATER MLTTION SYSTEM' CO . JEEP N r gln ierI g and SCALE:N.T.S. SCALE:N.T.S. Deslffn Servla es Ma. NOT USE ADR: 3119 Central Parkway, Dublin CA. 94568 TEL: 510-788-6029 CEL: 510-468-0613 FAX: 510-788-6039 Consultant Registration Architect Registration � 1w- �1l+ rr\\mo�v,..,31... ..„.1 �.. .,�, r� ��`.... al GAS PIPE IN CEILING SPACEe0 i ...�� int +4 S ���`J�� N 1 (// %%•)�/nt% ® B B CEILING . _ •wig rA' A Wall '-' • 19 Appliance �P DO NOT INSTALL VALVES Fo`' cAlt V IN CEILING SPACE A temporary permit to practice in Oregon has been granted to Jia Hui Pan, valid only until official action D C is taken on March 12, 2019 for Oregon registration. 1" #10 Screws Staple Bracket (4) I I f ` issues and Revisions 1111 o �- o B 30X30 WALL BOX AT 60" A.F.F. TO BE TYPE II KITCHEN EXHAUST HOOD E pp Spring Loaded Hook MAINTAINED ACCESSIBLE AT ALL TIME No. Date Issues By Check Plastic Anchorstriy r` � G GAS PIPE HEADER ALONG WALL 1 02.07.19 PERMIT SET KLS (4) A TYPICAL PIPE SUPPORT ACCHORED FROM WALL. BEHfND COOKING EQUIPMENT 1 Restraining HCable LINESIZED EMERGENCY MANUAL GAS VALVE APPROXIMATELY 1/4" Nylon Lock Nut --I with Two WITH LEVER HANDLE -,-1 10" ABOVE FLOOR, WITH SCREWED 0Snap Hooks k 1 -FITTINGS, SIZE AS SHOWN ON PLANS. G 1 1 QUANTITY AND SIZE OF 1/4" Hex NutCI 0 ni Spring Loaded Hook L � 7 _ � CONNECTIONS AS REQUIRED BY 11 EQUIPMENT SERVED. PROVIDE MANUAL GAS VALVE LOCATED WHERE 1/4" x 1 1/4" IF PIPE DROP OF SIZE AND LOCATION SHOWN ON PLAN-- ACCESSIBLE BESIDE OR ABOVE Washers Eye-bolt EQUIPMENT (2) FLEXIBLE APPLIANCE CONNECTOR FURNISHED BY KEC AND INSTALLED BY PLUMBING CONTRACTOR WITH -�� IF POSSIBLE. 1 . Restraining Device should be installed parallel (in line) with the gas SWIVEL JOINT AT BOTH ENDS OF CONNECTOR. �---a,,, appliance connector. T g----- 2. Attach the staple bracket (C) to a stud in the wall, using the four 1" #10 TYPICAL 6" DIRT LEG TO 6" ABOVE FLOOR -19---G I 0---5 screws (D) and theplastic anchors (E), if needed. FLOOR ��_ Project Name 85'C Bakery Cafe - USA �- DIRT LEG 3. Locate a structural area (frame) on the rear side of the equipment that is in line with the wall attachment. Drill a small hole 1/4" (per manufacturers' Project Number 18059 recommendation). Please use caution when drilling hole, so that internal Description PLUMBING DETAILS , components are not damaged. 4. Thread the hex nut (G) and slide one washer (I) onto the eye-bolt (F). Computer File M P.DWG Slide the eye-bolt through the drilled hole and place a washer (I) and the NOTES: nylon lock nut (H) onto the eye-bolt on the inside frame of the equipment and PROVIDE ANY GAS APPLIANCE PRESSURE REGULATORS REQUIRED, INSTALL Scale AS NOTED tighten securely. ANY FURNISHED BY KITCHEN EQUIPMENT CONTRACTOR. VERIFY ROUGH-IN • 5. Attach one of the spring-loaded hooks (B) to the mounted bracket on the wall REQUIREMENTS WITH KITCHEN EQUIPMENT CONTRACTOR, COORDINATE WITH Template 4.3 (120101) (Step 2) and the other to the eye-bolt (Steps 3 and 4). ELECTRICAL CONTRACTOR. ARRANGEMENT SHOWN IS SCHEMATIC, ADJUST All ideas, designs, arrangements, and plans indicated or TO SUIT ACTUAL CONDITIONS. ATTACH RISER AND HEADER TO WALL WITH represented by this drawing are owned by and the property of Note: For adjustable restraining devices, the cable is manufactured to be 1 " CLEARANCE BEHIND PIPE. MAKE FINAL CONNECTION TO EQUIPMENT AS smith co. llc and were created, evolved, and developed shorter than the length of thegas connector. RECOMMENDED BY MANUFACTURER. PROVIDE WELDED FITTINGS JOINTS IN for use on and in connection with the specified project. None of g such ideas, designs, arrangements or plans shall be used ANY CONCEALED UNVENTILATED LOCATION. by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. 11c. CASTOR `�ESTRAI NT TO GAS APPLIANCE DETAIL410 COOKING APPLIANCE GAS PIPING DETAILp•,,.0 SCALE:NTS _ _ SCALE:N.T.S. I * APPLY DETAIL WITH DORMONT RDC48R RESTRAINING DEVICE KIT 5 , . V - la 0 l A B IC D ® 40 F.5 �G r• • •1 n ! I I II cw m85CBakeryCafe o�� _ _I I] - -. I _ I if — ! _ �+ i 9 AIRC •THIN • R k • _ 1 I . ti A \ Z i I 411, : +"�'�� HWR I 11/ III \ �" 9753 SW Washington SqRd - � 4 �� _ I I g 0/2"� "...'W I:II- ®�1 1( J / ] BREAD PREP — ABOVE ��PS3/4"� H , • :, I I II Sure Dot ll ���� _ Li):-°:- I ��- ; r �i and DR 97223 • z ® ` I I� II W 3/ FW 6 BREAD grLLIII Mih XJ •;'.-----`a I 1 I ,i 4 — — - - .74 0 FW 11 ait k C 0 • �`�,.� O O}¢} o I °° ® LL _ W�W , Flo'g f, fi'S.S..;HELF coy ::- 4111%II 4 t mw Q �- 8 _n IIXII 11 1 111111111 • ) : �7 1 40 _ 3 v. 1726 westlake avenue n ` suite 210 7,7 VIP: '�ilis • • ::• • •�.1... r 2 �� w� l ® '_ 1 "� FW Seattle, Washington 98109 . . r 1 • ♦+ I ELECTRICAL I f1ECTRICAk u • 2 r� _ — I rl s r�y�,G – ® 3 :� 6 D G ' 206.838.6486 p �,�� _ %4"� HWS;: I r: I E Cr3 Q . J , ._..--- ��rl h 206.713.4076 m s�0'1►�!�' � - . •r �. •� -- L J® }! ' r U IA• �i C6 - `CIF L. r,Q _ ♦w ir.k ZH ♦ �►'f r, a .C_ � L 1'. , ►►'1 2 �J �'. •. ® YZ W © � ,'tom �'-.x�' -lir` iln,ft �_` �� TP W Q S�1j : 206.464.0700 f •• ..:... �r — • r �.. �. .._.--`--•--. .. i -•• =1' ._ F" --' ' KAP.. .+��►���' '� I III fi ��— � _ ' � �] / ' �, � •--�- � iri■►a •' �ii7*�� �. � �,� �� ��.I -•a 4 '�e �• ksmith smi�hco.or ,! F-- \ ;, c 1 4 rid eip _ iI http://www.smithco.org/ 1\�` hli ,�� � ./ I4 40 Via/ r� - Emir. • - y 1,403 4i,�`� e T i 1. I Y2"56 CW iliwo il -. r►1 I_ _ ,- CO 0111 ...,Ai,-444.. T 1 . 1 7 1 �7 i! �:%� ��iJl� I { �� Consultant I ,�� • ■ ■ lie ( ss • �. '� ` , �. !! �� r "' ��]7 •.Lj Q n s i� M1 1 CW 60 B' WORK za i I cw + ,� � I: a w 1 H ' ��,: �w� e�•7 �:�; rj I1�1� . , g:1';•/ �; Yz �WS �/ FWT ® TABLE w/sKEI� � ;: I I /4 CW ..dor 02 a `i rn_ : I6•�i' ,.n,l I I�I�r z. !! 2 l ABOVE 0 r2?i_ .• r d�� _ I • . 11:a _ _ fir' +.. • rr �_ — - ��i' �I _ —6-8" SME— 80' CAKE r \I � I•41,4 ;�� J ..:7A .lau I i£' 11� �� ME _ MLA' roc =MI 3X YQ2 = 3X3 LAYCRS _ , Dr IOU1 ! - y • _ __ — I I �. r 9 TRAYS — 9 TRAYS ;+ 119 DI m -U I lid e� g:-� ®'J G V11/4-0 %to ito- i i O o • ciJ o � . 1 � • TO CEILING -3j4"0 FW - 72 - - ' • I SPACE. N.I.C. j I I 3 I IIt ��� :� • • r U ¢ I 0 } TO REMAIN ADR: 3119 Central Parkway, Dublin CA, 94568 ' yJ co I O w a N.I.C. �► TEL: 5107886029 a m CEL: 510-468-0613 I 1``ter I 1 0 — �(0�/4 ! 4bW o...._ o a o 0 0 T 0 FAX: 510-788-6039 I ti I i Consultant Registration Architect Registration I I1{:il . I �I -1.u , DN. TO REMAIN I r I I I r.a�;r I SAV�I! 6 �� SAYlIl SltRfl 6 6 tlL 6 BREAD GI I 1 — I �' T t . I I dN3Wle r,I N.I.C. _ 0 =Still £X£ =SNrVil £X£ III =Mar £X£ lir=1 £X£ =Sra, 1 £X£ SHELF �•r•♦♦.a - i EIn J --- I I ' (E) 3/4"0 cW UP-1 fgEssi TO ABOVE MALL i9e w ut CLG 1 P 4,is . i M3 4 71 Ex• , g R tC)'•v Q' A temporary permit to practice in Oregon has been granted to Jia Hui Pan, valid only until official action is taken on March 12, 2019 for Oregon registration. Issues and Revisions No. Date Issues By Check 1 02.07.19 PERMIT SET KLS i GROUND FLOOR DOMESTIC WATER PIPING FLOOR PLAN - _ SCALE: I/4" = , -C' / N SHEET NOTES: • %"0 CW DOWN TO KICK—SPACE. O FIXTURE SERVED BY FILTERED WATER FROM COMMON WATER FILTER Q 3/4 's CW UP THRU. ROOF FOR MAU CONNECTION. (ITEM 19D) O TANKLESS INSTANT HOT WATER HEATERS WITH INTERNAL CIRCULATION © Y2"0 CW CONNECTION PROVIDE BY LANDLORD WITH TENANT PUMP. MOUNTED ON WALL ABOVE MOP SINK. SEE EQUIPMENT Project Name 85•C Bakery Cafe — USA SHUT—OFF VALVE. PLUMBING CONTRACTOR IS RESPONSIBLE TO SCHEDULE FOR DETAIL. ALSO SEE PIPING DIAGRAM FOR PIPING VERIFY EXACT SIZE AND LOCATION OF STUB—OUT PRIOR TO DETAILED REQUIREMENTS. Project Number 18059 CONSTRUCTION AND COORDINATE WITH LANDLORD FOR CONNECTION 41t) HOT WATER CIRCULATION PUMP. SEE EQUIPMENT SCHEDULE FOR Description GROUND FLOOR DOMESTIC WATER REQUIREMENTS. DETAIL. PIPING PLAN 4 CONNECT TO (E) 1Y2"0 CW STUB—OUT PROVIDED BY LANDLORD WITH •i 1Y2"o HWS UP FROM WATER HEATER. Computer File MP.DWG (N) LINE SIZED LEAD—FREE SUB—WATER METER AND BACKFLOW PREVENTER. WATER METER SHALL BE EQUIPPED WITH REMOTE 4, PROVIDE LISTED VACUUM BREAKER AT FAUCET OF MOP SINK. Scale AS NOTED MONITORING CAPABILITY. CONFIRM WITH LANDLORD AND LOCAL - PROVIDE BRANCH PIPE SIZE TO FIXTURE PER "MIN. PLUMBING WATER DEPARTMENT FOR FURTHER INSTALLATION REQUIREMENTS OF FIXTURE BRANCH PIPE SIZE" TABLE AS SHOWN ON PB-0.2. TYPICAL Template 4.3 (120101) WATER METER AND BFP. OF ALL U.N.O. All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of O 3/4"0 FW RUN ABOVE FL. 1N KICK—SPACE OF CABINET/COUNTER. smith co. llc and were created, evolved, and developed for use on and in connection with the specified project. None of O 1 "0 FILTER WATER (FW) DISCHARGE FROM FILTRATION SYSTEM such ideas, designs, arrangements or plans shall be used (EQMP. #19C). by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. 11c. O EQUIPMENT SERVED BY FILTERED WATER FROM DEDICATED WATER FILTER (EQMP. 19A) / '—. A B 0 D� E (10 (- F.5e 85.4, • ,_„.,,,,. , , I I 14 " , \fFco 85°C BakeryCafe _ I3! ,,_4 0 S W o I +��� 4 .11111. .11.. 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'/ .1'7 I I 4 � ' i ' I I - ----- 206.838.5485 11 ,�1► ` ;,; ,; 2 �� . ,— I 2 LOPE FT Q > c _ -- - =I I • `al�f� �¢J !i I ri `'� --- • --- 2 �• CCI. - + �``w— s ♦i ,. 206.713.4076 m • • r l.'Z�F f; Vii ►, `,�I / `� J i 1 ft► 'J;, •� 44c4":-..'> � ♦; U I ♦: �` - !1_ x "v' - •,, - FC 3 9 - . ,--44,,,,.,...-..-;;;;.-1:..0 „.: ,...,. ..., lea III IO ' W _;I ..!► Q _ 0 e� 4 IL.3 _ T. i. y I 206.464,0700 f 01 -. 1 ♦ V \ . j '' <>j I Illi A • i! I C7u ►i• !, I I I - 1 ►• ,1 ” V'� / - -, te: -;! ris Jr �� :� .� �� �' •! - - • Nol.,r • ,j iF♦'.1_♦-..aa._♦�-.,,�...._♦-.. ._a.. ._._.. __.♦ _.•_ •e♦•. .WV:,,74Vp: 14/ 7007:4-VY:4 f-W-45 It :� V !Ilm u, rrA t. +v�V ►` ; II I ^/I i I . Q : f, �T� 1J�i�III��J�►i.f i1: �3 m \V.� — � 11 S,a3�• ��. - .�. ,�:.-�.,_-�...n.�.- � / r ksmith@smithco.org ►•� � [MI ;•� ;_ I_ -� �' ���; • : 2 , *, 1►7/� � r— GW �— I!�,' Q - 0 e http://www.smithco.orgl �t\- gin 2„� s l , �” . ------ . _.4 4 : [F21174ftirVA; _,�� � ..L J�,; v 1' .. Illlllllly http://www.smithco.org/ �. �. • �4iOrklb • �I -A O s �_ p LL, r " 1.. � .���-jam' L---J - -----I e n c f� • �' I _� _ I �� , _ 'F” `n U Chiiry 3•1 L I,1 .. t 4 � � !�J d[�S\_!.�► 'I 3 GW !L, ♦, T n 1 Consultant �' • ♦ ... . a `�.♦'f ¢ 003 , - _ O 60 6c� 1.t. 0. W0 e 77 WF - suc. a. v��20 V F1 O ��� 8 8 �NitI 5 2"0 • 1� . I�0I f7 x oil I - „ ` it w I •Ititzr= (�I FC 0 na; S!i..� is l�� - i ..., P P 1 6r-0' CAKE 6' 0' CAKE , o `. z Lw I p' ., II�, ' ..' Q i1 r�� u� �l� �C C P 1 05PO5� , ��5�1 F S CSI - - �� x _ I �'� _ � �o rc �� ��� l� 0 1 11 P P P rrttw� wut1 r7���, (E} 4 5W - II►-, rd Ili u1,3xry /� �� ,_pa. r- _ - 4IF ;,.i - .'i - Ct_- _ , aG . 3X3 LAYERS 3X3 LAYERS 3X3 LAYERS- ... x ;Lick I '_11hi� r I I 9 TRAYS 9 YS 9 TRAYS �� - .., ., , -I"....l - - ;:;-., .�:r- _ _ - _ 1. - Al ,, —' I I 4 I I I ,.���� �, r� �►y T _ 3 % I PICK-11PCi 0 e �',4�17 1? N n 0 o 00 (:). ..'1/4 � x (E) FCO C 0 „bra �i � x (E) 4"� SW (E) 4W 40: . . 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Issues and Revisions No. Date Issues By Check 1 02.07.19 PERMIT SET KLS GROUND LOO WASTE AND VANT PIPING PLAN 0 SCALE: I/4' = 1'-0" ‘14/ N SHEET NOTES: O 4"0 SW DISCHARGE FROM GREASE INTERCEPTOR WITH 2Y2"0 VENT • 2"0 GREASE WASTE MANIFOLD WITH CLEAN-OUT INDIRECTLY O CONTRACTOR SHALL PROVIDE DRAINAGE TO FIXTURE/EQUIPMENT AND PIPE. CONTRACTOR TO CONFIRM ELEVATION PER INVERT OF BASIN DISCHARGED TO DEDICATED FLOOR SINK AT 2" ABOVE FLOOD-RIM. INDIRECTLY DISCHARGE TO NEAR-BY FL. SINK AT 1 " ABOVE FLOOD INLET AT FIELD. RIM. Q PROVIDE WALL CLEAN-OUT AT ALL SINKS ABOVE GRADE. U.N.O. C.P. SC. 101,4 .0 GYeaSe Sr►te�rcepors ProjectName 85'C Bakery Cafe -- USA TYPICAL OF ALL. 0 3"0 PLUMBING VENT UP THROUGH ROOF. ,�1, t�.�b;+n ,xt�Y�S ct�c6ag� d,spdsa�s? �csti,caaslnars, F�p�Y dYa;Ns ahs CaGk:� 2 0 MECHANICAL DRAIN DOWN FROM ROOF AND INDIRECTLY p S f Project Number 18059 © E SANITARY WASTE (SW) LATERAL AT FLOOR BELOW PROVIDED BY O �� w,,,�I�-1 w��k d��..,ti cdniec{ roKs ��, oe,c� cart for be�� rag4' prepara-�.'on ureas C ) DISCHARGE TO FLOOR SINK AT 1 " ABOVE FLOOD RIM. �� r Description GROUD FLOOR WASTE AND LANDLORD CONTINUES TO OTHER ADJACENT TENANT SPACE. CONTRACTOR TO VERIFY EXACT LOCATION, INVERT, SIZE, AND PROVIDE BRANCH PIPE SIZE TO FIXTURE PER "MIN. PLUMBING o' alt .food.. Seruk4�- C5-E6-6 rsllr,�e+ifs Sii.�tl b.Q' Cahrt.e.e �" +"-. �reasi `� e+rr�p oma. VENT PIPING PLAN CONDITION OF GW LATERAL FOR CONSTRUCTABILITY PRIOR TO FIXTURE BRANCH PIPE SIZE" TABLE AS SHOWN ON PB-0.2. TYPICAL Computer File MP.DWG CONSTRUCT. REPORT TO ENGINEER IMMEDIATELY FOR DISCREPANCY. OF ALL U.N.O. �� st�t ue�t � 5�r�a- �, � gin- �rc�q�{�or as {air s¢ 10 t4.2 •2 v e. 5.c• Scale AS NOTED MAKE CONNECTION TO (E) 4"0 SANITARY WASTE AT FLOOR BELOW. TYPICAL OF ALL. PLUMBING CONTRACTOR IS RESPONSIBLE TO VERIFYit 1Y2"0 DRAIN DOWN AND INDIRECTLY DISCHARGE TO FLOOR SINK AT EXACT LOCATION, SIZE, INVERT, DIRECTION, AND CONDITION OF 1 " ABOVE FLOOD RIM. Template 4.3 (120101) LATERAL VS. THE MOST REMOTE PLUMBING FIXTURE TO CONFIRM 4 INSTALL FACTORY PUMP-OUT PORT WITH 3"0 SCHE. 40 PVC All ideas, designs, arrangements, and plans indicated or CONSTRUCTABILITY PRIOR TO CONSTRUCT. PUMP-OUT PIPE. THE TOTAL LENGTH OF PIPE SHALL NOT EXCEED represented by this drawing are owned by and the property of smith co. llc and were created, evolved, and developed 0 100--GPM HYDRO-MECHANICAL POLYETHYLENE GREASE INTERCEPTOR 100 FEET IN HORIZONTAL, 21 FEET IN VERTICAL, OR WITH NO MORE for use on and in connection with the specified project. None of THAN fi ELBOWS. SEE FACTORY INSTALLATION MANUAL FOR DETAILS. such ideas, designs, arrangements or plans shall be used INSTALLED BELOW GRADE. SEE EQUIPMENT SCHEDULE FOR FURTHER by or disclosed to any person, firm, or corporation for any DETAILED REQUIREMENTS. it, 3"0 GREASE INTERCEPTOR (GI) PUMP-OUT PORT PREPARED FOR GI purpose whatsoever without the written permission of smith co. [LC. O INSTALL FACTORY VERTICAL FLOW CONTROL DEVICE AT INLET OF MAINTENANCE. INSTALL CAM FITTING FOR PUMPER HOOD-UP PER FACTORY INSTALLATION MANUAL" GREASE INTERCEPTOR WITH 2Y2"0 VENT PIPE. pN1112• 0 odo A Bo �E _ _.5, 9 85 H fi c _ :\\,.._ ■ ■ 85°C BakeryCafe :).1) — 1 . _____ - - 1 r. •.........w. •w•••• I� o — I II �I ,'R._ AIH I ' I II 0 • \ I i..17.0 .I I : I \ I 9753 SW Washington Sq Rd Suite• p E 4 D92 i''' 1 i ..._._ . : \/ o a ® 1 VI 8 ` Tigard, OR 97223 ,, � ? 0 • 4" CD �Q °o e 8 ® ®o Ii g 1 I . Y4 LPG � " 9 ®, Is . 10' % ) 0• C 0 i _ ♦ rH1 EA ER 1 -F -iir 1] I I • ` • 0e 14, , •� ® 7 +��b Irk pi,1' ! h .Sillith C 0 .1 1 „ ::: e 210 � . • el • ;••—' ' - ''� m� ® 'H CFH -���.m. �;' Seattle, Washington 98109 1 \ e ,i Cl-,J - I :• /\ —� �'�', + ` • ELE PANELS ammo_ MI' . ® . _ I. •• I ' r I" ___ 206.838.5485 p VI �t ;.; ! PANELS I 1 PANELS z I i. of 1- .;jii ,,yoIa L.i.,.•, w{{ t . . 7.W OCY pp). .wI I IA i ID a Q ("IL ,. 0 ® e OX Q ®®�±:�.raooad .� : � m —1 A 1 C7 4'3 \ lid: N411FiS ���•:II .. . © 7 r , - ® ksmith@smithco.org �� r _ — NIC: 1111` - -' .' • .•�, ail'IF�� . ® CO. I NI h��, ` —e o. �P� C ` .°•• �1 O •: '' T it )11p,,,,\ 14: LN I .:1_,Cla tip 4 .... 4, - pa .. 1 . _...• .. �� r=1 I httpalwww.smithco.argl S !_ r \LI lL 1rin � .�� J � _ '�a Q �, - \ 7 Consultant • : Wit' y O W c r •� .• F • : �.. .� , it .. 1 l- R. �� 0 9 zg •. v 1. t ;�'���� :• , . t r K .• f 6 2 ch c e a'v a e: '�1, Aio 73 e0 `1/4 0 L AT T11BLE W/SHEF N w. .. r ier ., nt I ..fr • \ 02 V` Iv•,. ii* ^ iii n 1 /41f �� :'G' ; ' 1671 �� =� r.s�� '• i eilZ1 - 6'-0' CAKE 6' 0' CNCEitY ......... _\ II J - C 1i i ,, Stik• t�_; • • _ , �P ., LM ;4,y. 7' rruwcwe 3X3 LAYERIs1tl33xs= I X3 LAYERS= 3 LAYER.� ` �• eA-la ..c , . / , . . .. ,-- --(TI X ' • % I , mutint PICK-UP - -.:.---- - " . '' 'I- - -•' ' -'—fr—05- t e-- —r. e eCIini N 1 0 0 0 1 A, s klil • r165 ii I Design Services ,� j�}�. j T : �� `�►•Y2"� LPG roca' a I li>- a ADR: 3119 Central Parkway, Dublin CA. 94568 A �j�pppp11 W o TEL: 510-788-6029 4.1W ® — - — — — — — o CEL: 510-468-0613 * 1 I gp- o 0 4 o O FAX: 510-788-6039 i-7:.-:1----1 ----r- r--T----� Ar -1 1 p i---� �} ..- Consultant Registration Architect Registration c ), — „ [_ j APG 1 ■ `r - ►'^�'r, =SiIIiV1 £X£ ill =Sa36 t £X£ Ill =Si[iAVI £XCIII =5213RV1 £XF =5213A £X£ c�{pf •:*i:i� 03 — --------------- - — i I I I . ar�� I (E) 2Y2"0 LPG djgl *T �P BG. BY BASE BLD. E� G,�� As temporary permit to practice in Oregon has been granted to Jia Hui Pan, valid only until official action is taken on March 12, 2019 for Oregon registration. ssues and Revisions No. Date Issues By Check 1 02.07.19 PERMIT SET KLS <:!› GROUND FLOOR NATURAL GAS AND CONDENSATE PIPING PLAN SCALE: 3/16" -= I'-0" It, N SHEET NOTES: 4> EVAPORATOR OF KITCHEN EQUIPMENT TO BE FURNISHED AND 41' (E) 2Y2"0 LPG BG. CONTINUES TO (E) GAS METER BANK IN FRONT INSTALLED BY KITCHEN VENDOR SHOWN FOR REFERENCE. OF ADJACENT TENANT AT 250' AWAY FROM POC. CONTRACTOR TO O PROVIDE 3/4"0 CD TO EVAPORATORS. CONFIRM EXACT EQUIPMENT COORDINATE WITH PG&E FOR NEW GAS METER FOR APPLICATION OF LOCATION PRIOR TO INSTALL. Project Name 85'C Bakery Cafe - USA (N) GAS METER MEETING DEMAND LOAD. I CONDENSATE LINE SHALL MAINTAIN MIN. 2" SLOPE TOWARD Project Number 18059 © EXTEND (E) 2/2"93 G STUB-OUT WITH (N) 2Y2"0 LPG MAIN PER PLAN. DISCHARGE. PROVIDE 1 " ARMACELL INSULATION TO INDOOR CONTRACTOR IS RESPONSIBLE TO VERIFY EXACT LOCATION, SIZE, AND CONDENSATE LINE. TYPICAL OF ALL. Description GROUND FLOOR NATURAL GAS PRESSURE AT FIELD AND COORDINATE WITH LANDLORD PRIOR TO AND CONDENSATE PIPING PLAN CONSTRUCT. Computer File M P.DWG © 1Y4"0 G. DOWN TO 48" ABOVE FINISHED FLOOR WITHIN WALL BOX. Scale AS NOTED O 1Y4"0 G. GAS SHUT-OFF COCK VALVE FOR KITCHEN EQUIPMENT SHUT-OFF IN CASE OF EMERGENCY. Template 4.3 (120101) „le, PROVIDE MIN. 24X24 WALL BOX AT 48" A.F.F. FOR GAS MANUAL All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of SHUT-OFF VALVES. MAINTAIN 30" CLEARANCE IN FRONT OF GAS smith co. llc and were created, evolved, and developed SHUT-OFF VALVE AND WALL BOX ACCESS AT ALL TIME. for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used O PROVIDE DORMONT (MODEL: RDC48R) CASTOR RESTRAINING DEVICE by or disclosed to any person, firm, or corporation for any KiT (OR SIMILAR) AT ALL GAS COOKING APPLIANCE. purpose whatsoever without the written permission of smith co. lic. O INDIRECTLY DISCHARGE 3/4"0 CD TO FLOOR SINK AT 1 " ABOVE RIM. p.3 i 0 .._. 85° ® ® c---6-) EDD E __} 85°C Bakery Cafe ol _ (E) EF C. (E) ROOF MOUNTED I I I PLENUM EXHAOST FAN 1 I 1 9753 SW Washington Sq Rd Suite 002 (KoEF-1) KEA Tigard, OR 97223 0 {E) 3"� VTR = 2160 �� ` (s y) 153—LBS 1% •aitk C. . = :::.:s C 1725 westlake avenue n I I I I — p 1 I 1 suite 210 f 90 LBS seattle, washing ton 98109 • EA iii �,M�_�— — — � 206.838.5485 p © j � 206.713.4076 m 220 `'. 206.464.0700 f MA ORoT — /.075_LBS pO ksmlth@smithco.org 1 ,103—LBS ‘ O http:/ .smithco.org/ �,� W /--2"95 WConsultant AI 1 1 02 — _ J — — _illip GA 1 1 \ 90 I . // . n�o�� �v and Design *recess Inc. II 3/\\\\ \ V "' C D • ADR: 311.9 Central Parkway, Dublin CA. 94568 I _ — — I 1 4 O 1 , I I TEL: 510-788-6029 \ \ / CEL: 510-468-06133 ill Q � � FAX: 510-788-6039 1 N Consultant Registration Architect Registration L ) - - - - Q1hitt, I I 1 I 1 ; P -4.0,AL1 \ A temporary permit to practice in Oregon has been granted to Jia Hui Pan, valid only until official action is taken on March 12, 201.9 for Oregon registration. ssues and Revisions No. Date Issues By Check 1 02.07.19 PERMIT SET KLS PAKTIAL KOOf PLUMBING PLAN SCALE: /4' = I' d" 111N SHEET NOTES: 4 3/4" CD ON ROOF. PROVIDE SUPPORT AT EVERY 10' INTERVALS TO O KITCHEN MAKE—UP AIR UNIT. SEE MECHANICAL ROOF PLAN FOR MAINTAIN MINIMUM Y4" PER—FOOT—DROP SLOPE TOWARD DISCHARGE. DETAIL. PROVIDE MIN. Y2"0 CW CONNECTION WITH LOCAL SHUT—OFF VALVE AND FLEXIBLE PIPE CONNECTION WITH S.S. MESH WIRE. Project Name 85'C Bakery Cafe — USA PROVIDE MIN. 1Y2" DRAIN LINE WITH VENT AND TRAP PER PLAN. ALSO PROVIDE 1Y4"G WITH FLEXIBLE CONNECTOR AND SHUT—OFF Project Number 18059 VALVE PER PLAN. Description PARTIAL ROOF PLUMBING PLAN © 1Y4"9/ GAS DN. SEE P-3.0 FOR CONTINUATION. © PROVIDE 1Y2"0 DRAIN WITH TRAP AND VENT TO MAU-01 . Computer File MP.DWG . PROVIDE Y2"9$ BACKFLOW PREVENTER PRIOR TO CONNECTION OF MAU. Scale AS NOTED 4 3"95 PLUMBING VENT TERMINATE AT ROOF AT 12" ABOVE ROOF, 36" AWAY FROM PARAPET, AND 10' AWAY FROM OSA INTAKE. Template 4.3 (120101) 3/4"� CW DN. SEE P- 1 .0 FOR CONTINUATION All ideas, designs, arrangements, and plans indicated or 4 represented by this drawing are owned by and the property of O smith co. Ilc and were created, evolved, and developed ROOFTOP PACKAGED AC UNIT. SEE MECHANICAL ROOF PLAN FOR for use on and in connection with the specified project. None of DETAIL. PROVIDE MIN. PROVIDE MIN. 3/4"96 CONDENSATE DRAIN LINE such ideas, designs, arrangements or plans shall be used WITH VENT AND TRAP PER PLAN. ALSO PROVIDE 1Y4"G WITH by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. 11c. FLEXIBLE CONNECTOR AND SHUT—OFF VALVE PER PLAN. 4 2" MECHANICAL DRAINAGE DOWN. SEE P-2.0 FOR CONTINUATION. P-4 • 0