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Home My WebLink About123 E Burke Ave_BLD738_2026 COMMERCIAL PLUMBING PERMIT APPLICATION IQ"" Department of Community& Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 WHEN is a PLUMBING PERMIT REQUIRED? The City of Arlington requires a plumbing permit before a plumbing system or fixture is installed, altered, or remodeled. This also includes replacement of a Hot Water Tank. The City of Arlington does not require a permit to stop leaks or clear stoppages, unless the piping being repaired is altered or replaced. PLUMBING PLAN REVIEW IS REQUIRED FOR THE FOLLOWING PROJECTS 1 . New Commercial Buildings 2. New Multi-Family Buildings 3. Roof Drains and Overflow Systems 4. Tenant Improvements 5. Installation of Medical Gas Systems 6. Installation of Commercial Kitchen's and Deli's 7. Installation of Grease Traps 8. Installation of Grease Interceptors 9. Installation of Sumps 10. Installation of Cross Connection Backflow Devices SUBMIT THREE (3) COPIES OF THE FOLLOWING FOR PLUMBING PLAN REVIEW: ❑ Plumbing plans or drawings. (Minimum plan size is 181' X 24" scale, 1/41' scale for details.) ❑ Provide one set of plumbing drawings maximum size 11" X 17" ❑ Size of sanitary and potable water systems. ❑ Location, type and specifications (cut sheets) of proposed fixtures and equipment. ❑ Riser diagram of waste and vent, potable water and rain water systems, including sizes. ❑ Medical gas piping riser diagram indicating type of gas, storage room and size of piping. ❑ Location and type of all backflow assemblies for each fixture. hereby certify that I have read and examined this application and know the same to be true and correct and I am authorized to apply for this permit. Page 1 of 3 COMMERCIAL PLUMBING PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360) 403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY THREE(3)SETS OF CONSTRUCTION DRAWINGS, AND THREE (3)SETS OF FIXTURE SPECIFICATIONS(CUT SHEETS). CALCULATIONS ARE REQUIRED FOR GREASE INTERCEPTOR IF APPLICABLE. Type of Permit: ❑ New Installation © Addition/Alteration ❑ Industrial Project Address:146 E Haller Ave Parcel ID #:0056259 Lot#: 10 Subdivision: haller Project Description commercial ti, grocery store Valuation:48735 Owner:shoping center properties of arlington Phone Number:360 428 8102 Address:po box 271 City.burlington State:wa Zip Code:98233 Contact Person:michael fox Phone Number360 428 5636 Cell Phone:360 428 5636 E-mail: fox@cpiplumbing.com Address:1900 railroad ave City:mt vernon State:wa Zip Code-98273 Contractor:cpi plumbing Phone Number: 360 428 5636 Cell Phone:360 428 5636 E-mail: fox@cpiplumbing.com Address:1900 railroad ave City.mt vernon State: wa Zip Code- 98273 Contractor License Number:CPIPLPH8504N Expiration Date: 1/15/2016 Please indicate number of fixtures: Water Closet 3 Floor Sink 1 Sump Hose Bibb 1 Miscellaneous 3 Lavatory 2 Laundry Tub Washer Water Heater Grease Trap Urinal 1 Interceptor 1 Sink 2 Med Gas Drinking Fountain 1 Floor Drain 2 Dishwasher Backflow 2 Shower Other Page 2 of 3 COMMERCIAL PLUMBING PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 PROPOSED BUILDING USE 0 Commercial Addition/Alteration ❑ Restaurant ❑ Medical ❑ Automotive Based ❑ New Commercial ❑ Office ❑ Industrial ❑ Machine Shop ❑ Other:grocery CROSS CONNECTION Please check all appliances that are proposed or are permanently connected to the water supply. ❑ Ice Maker ❑ Dialysis Equip. ❑ Air washers ❑ Swimming Pools ❑ Fire Sprinkler ❑ Espresso Mach. ❑ Hydrotherapy Equip. ❑ Steam ❑ Hot Tub/Spa ❑ Sprinkler Generators w/chemicals ❑ Carbonated Bev. ❑ Dental Equip. ❑ Dye vats ❑ Ice Machine ❑ Lawn Irrigation ❑ Fume Hoods ❑ Laboratory Equip. ❑ Pressure ❑ Coffee ❑ Well on Washers Urn/Espresso property Decorative ❑ Degreasers ❑ Autoclave/Sterilizers ❑ Cooling Towers ❑ Aquarium ❑ Fountain ✓❑ other:produce case mist system. condensate evac system. ---------------------- WASTEWATER DISCHARGE 1. Does the plumbing system currently have a grease interceptor? ❑✓ Yes ❑ No ❑ Don't Know Date grease trap/interceptor was last cleaned (provide service record): unknown 2. Does the plumbing system currently have an oil/water separator? ❑ Yes ❑✓ No ❑ Don't Know 3. Date oil/water separator was last cleaned (provide service record): 4. Is water used in the business process (washing, rinsing, cooling)? 0 Yes ❑ No ❑ Don't Know 5. Does your business require a NPDES permit? ❑ Yes 0 No ❑ Don't Know hereby certify that the above information is correct and that the construction on. and the occupancy and the use of the above- descri rY will he i.p ar,cordance with the laws. rules and regulation of the State of Washington. �f�� 07/23/2015 Applicants Signature Date michael fox Print Applicants Name FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received Page 3 of 3 ABBREVIATIONS 1BNSARE PROJECT DATA REUSE OF DOCUMENTS This document,and the ideas 8 AND DIS. DISABLED H.B. HOSE BIB P.LAM. PLASTIC LAMINATE STD. STANDARD and designs incorporated,as an A.B. ANCHOR BOLT ON. DOWN H.C. HOLLOW CORE PLAS. PLASTER STL. STEEL PROPOSED SCOPE OF WORK: instrument of professional A.C. ASPHALT CONCRETE DR. DOOR HDWD. HARDWOOD PLYWD. PLYWOOD STRUCT. STRUCTURAL Service is the property of A/C AIR CONDITIONING D.S. DOWN SPOUT HDBD. HARDBOARD P.M. PRESSED METAL S.S. SANITARY SEWER INTERIOR REMODEL OF AN EXISTING XXXX SO.FT.COMMERCIAL SPACE,RENOVATION FOR 1 GROCERY TENANT. Framework Architecture,Inc. ACC. ACCESSIBLE DWG. DRAWING(S) HOWE. HARDWARE P.M.F. PRESSED METAL FRAME SUSP. SUSPENDED and is not to be used,in Whole AGOUST. ACOUSTICAL H.M. HOLLOW METAL PNL. PANEL SYM. SYMMETRICAL gn(ICIEMW or in part,far any reason without A.D. AREA DRAIN (E) EXISTING HORIZ. HORIZONTAL P.O.C. POINT OF CONNECTION ADJ. ADJUSTABLE EA. EACH HR. HOUR PR. PAIR T.C. TOP OF CURB the written authorization of ADJ.SH.ADJUSTABLE SHELVING E.J. EXPANSION JOINT HT. HEIGHT PROP. PROPERTY T&G TOUNGE&GROOVE CODE INFORMATION: Framework Architecture,Inc. A.F.F. ABOVE FINISH FLOOR EL EC. ELECTRICAL P.S.F. POUNDS PER SQUARE TEL. TELEPHONE AGGR. AGGREGATE ELEV. ELEVATION I.D. INSIDE DIAMETER FOOT TEMP. TEMPERATURE ALUM. ALUMINUM ED. EQUAL I.E. INVERT ELEVATION P.S.I. POUNDS PER SQUARE THK. THICK APPLICABLE CODES: NATIONAL CODES AP BOX. APPROXIMATE EQUIP. EQUIPMENT I.S.A. INTERNATIONAL SYMBOL INCH THRESH. THRESHOLD 2012 INTERNATIONAL BUILDING CODE(IBC) ARCH. ARCHITECTURAL) E.W. EACH WAY OFACCESSIBILITY P.T. FRE$UBE TREATED T.O.C. TOP OF CONCRETE 20121 NTERNATIONAL FIRE CODE(IFC) EXP. EXPANSION INSUL. INSULATION P.T.D. PAPER TOWEL T.O.F. TOP OF FRAMING 20121NTERNATIONAL MECHANICAL CODE(IMC) BD. BOARD EXT. EXTERIOR INT. INTERIOR DISPENSER 2012 INTERNATIONAL FUEL GAS CODE(NATURAL GAS) BLDG. BUILDING P.T.R. PAPER TOWEL T.O.S. TOP OF STEEL 2012 NATIONAL FUEL GAS CODE 58(PROPANE) BLK. BLOCK F.D. FLOOR DRAIN J.B. JUNCTION BOX RECEPTACLE TOT. TOTAL 2012 UNIFORM PLUMBING CODE(UPC) BILKS. BLOCKING FDN. FOUNDATION J.H. JOIST HANGER T.O.W. TOP OF WALL 2012 WAEHINGTON STATE ENERGY CODE QUYLEY B.M. BENCH MARK F.F. FINISH FACE JT. JOINT Q.T. QUARRY TILE T.P. TOP OF PAVING 2008 WASHINGTON CITIES ELECTRICAL CODE INSERTS(NEC) BTTM. BOTTOM F.E. FIR EXTINGUISHER T.P.H. TOILET PAPER HOLDER 200E NATIONAL ENERGY CONSERVATION AND FACILITIES(ICC/ANS1117.1) /L-- B.U.R. BUILT UP ROOFING F.E.C. FIRE EXTINGUISHER LAM. LAMINATE RAD. RADIUS T.P.D. TOILET PAPER CABINET LAY. LAVATORY R.D. ROOF DRAIN DISPENSER INTERNATIONAL ENERGY CONSERVATION CODE o F.H.W.S. FLAT HEAD WOOD SCREW L.L. LANDLORD REBAR. REINFORCING BAR TS. STRUCTURAL TUBE Q CAB. CABINET o C.C. CASEWORK CONTRACTOR FIN. FINISH LT. LIGHT REF. REFERENCE TYP. TYPICAL WASHINGTON STATE AMENDMENTS CEM. CEMENT FUR. FLOOR MAX. MAXIMUM REINF. REINFORCED WAG 51-50 WASHINGTON STATE BUILDING CODE(IBC) FLS'G FLASHING MECH.A. MECHANICAL REG. REGULAR U.O.N. UNLESS OTHERWISE CER. CERAMIC WAC 51-51 WASHINGTON STATE BUILDING CODE(IRC) F.O.C. FACE OF CONCRETE MEMB. MEMBRANE RE It. RESILIENT NOTED WAG 51-52 WASHINGTON STATE MECHANICAL CODE(IMC) C.G. CORNER GUARD H C.J. CONSTRUCTION JOINT F.O.F. FACE OF FINISH MFR. MANUFACTURER REQ'D. REQUIRED U.N.O. UNLESS NOTED w F.O.M. FACE OF MASONRY MIN. MINIMUM RM. ROOM OTHERWISE WAG 51-54A WASHINGTON STATE FIRE CODE(IFC) CLG. CEILING t- CLR. CLEAR R.O.S. FACE OF STUDS MISC. MISCELLANEOUS R.O. ROUGH OPENING UNF. UNFINISHED WAG 51-56 8 51-57 WASHINGTON STATE PLUMBING CODE 8 STANDARDS(UPC) CNTR. COUNTER F.O.W. FACE OF WALL M.O. MASONRY OPENING RID. REDWOOD WAC 51-11C WASHINGTON STATE ENERGY CODE _ C.O. CLEAN OUT F.P. FIREPROOF MRGB. MOISTURE RESISTANT R.W.L. RAIN WATER LEADER V.C.T. VINYL COMPOSITION TILE C COL. COLUMN F.R.P. FIBERGLASS GYPSUM WALLBOARD V.C.F. VINYL COATED FABRIC ARLINGTON MTL. METAL �I`' CON . CONCRETE REINFORCED PANEL S.B. SPLASH BLOCK VEST. VERTICAL ZONING: OLD TOWN BUSINESS DISTRICT 3 i CONDO. CONDITION FT. FOOT OR FEET MTD. MOUNTED S.D. STORM DRAIN VEST. VESTIBULE a CONST. CONSTRUCTION FTG. FOOTING M.T.P. METAL TOILET PARTITION SEC. SECURITY V.T.B. VINYLTACKBOARD JURISDICTION: CITY OF ARLINGTON CONIT. CONTINUOUS FUT. FUTURE S.C. SOLID CORE V.W.C. VINYL WALL COVERING m CTSK. COUNTERSUNK FURR. FURRING N.I.C. NOT IN CONTRACT SCHED. SCHEDULE 146 EAST H A L L E R AV E N U E . HEALTH: SNOHOMISH COUNTY HEALTH DISTRICT F.V. FIELD VERIFY NO NUMBER SECT. SECTION W/ WITH O-u o DBL. DOUBLE NOM. NOMINAL SHT. SHEET W.C. WATER CLOSET D.F. DRINKING FOUNTAIN GA. GAUGE GALV. GALVANIZED mo N.T.S. NOTTOSCALE SHTG. SHEATHING wD. WOOD DEFT. DEPARTMENT G.B. GRAB BAR O.C. ON CENTER SIM. SIMILAR W ARLINGTONH. WATER HEATER , WA 98223 3 0 DTL. DETAIL G.C. GENERAL CONTRACTOR O.D. OUTSIDE DIAMETER S.M. SHEET METAL W.M. WATERPROOF MEMBRANE A, D.I. DROP INLET G.I. GALVANIZEDIRON O.H. OVERHEAD012VERHANG S.M.S. SHEET METAL SCREW W.P. WATERPROOF BUILDING CONSTRUCTION &CLASSIFICATION: �Yd DIAG. DIAGONAL GLU-LAMGLUELAMINATED OPNG. OPENING o SPEC'S. SPECIFICATIONS W.R. WATER RESISTANT PROJECT DIRECTORY DIM. DIMENSION GND. GROUND OPP. OPPOSITE SQ. SQUARE WT. WEIGHT O/ OVER S.STL. STAINLESS STEEL W.W.F. WELDED WIRE FABRIC OCCUPANCY GROUP: B GYP.BD.GYPSUM WALLBOARD SPRINKLERED: YES 3 RESPONSIBILITY SCHEDULE - ARLINGTON, WA TYPE U CONSTRUCTION: VB oW MAXIMUM BUILDING HEIGHT: iSTORY TENANT DESIGN TEAM DATUM FINISH FLOOR ELEVATION: 0.00. o oC3 1 GROCERY OUTLET,INC. FRAMEWORK ARCHITECTURE ER w J w SALES FLOOR 13,407 S.F. 2000 FIFTH STREET 107 SE WASHINGTON ST,SUITE 250 z 5 5 BACK OF HOUSE 4s27 S.F. BERKELEY CA 94710 PORTLAND,OR 97214 (360)624-2815 (503)889-0604 RESPONSIBILITY SCHEDULE w - - - a REMARKS RESPONSIBILITY SCHEDULE w - - - a REMARKS TOTAL TENANT SPACE: 17,934 S.F. FAX:(510)644-0152 CONTACT:DAVID HARDISTER G CONTACT:PAT DAVIS l n fl LL z zi NOTE: GENERAL CONDITIONS FINISHES BUILDING PERMITS AND FEES • • ACOUSTICAL CEILING/ TEAR NONE GROCERY OUTLETS GC TO PERFORM ALL CONSTRUCTION PER GROCERY OUTLET APPROVED PLANS INCLUDING ALL ELECTRICAL, MECHANICAL, \�0(`�JLU PROGRESSIVE AND FINAL CLEAN UP • • CONCRETE SEALANT FLOOR STAINING • • UTILITIES SERVING GROCERY OUTLET FIXTURES,FITTINGS,AND EQUIPMENT.GROCERY OUTLET TO INSTALL FIXTURES, NI Z:)M SPECIAL INSPECTIONS • • SHEET VINYL • • FITTINGS,AND EQUIPMENT. STRUCTURAL PLUMBING REFRIGERATION cam' ZN SITEWORK AND DEMO WALL BASE - COVE • • �� W co HAZ-MAT ABATEMENT • • FRP FINISHES IN RESTROOMS • • SYMBOL INDEX VLMK CONSULTING ENGINEERS R+W ENGINEERING,INC. SOURCE REFRIGERATION&HVAC,INC O Uv 'r rn DEMOLITION - SITE • NONE REFRIGERATION COLUMNS • • YR.Kao WRu PEA s 3933 SW KELLY AVENUE 9615 SW ALLEN BLVD.STE.107 800 E.ORANGETHORPE AVENUE �Q DEMOLITION - BLDG. • • GYPSUM BOARD TEXTURE • • PORTLAND,OR 97239 BEAVERTON,OR 97005 ANAHEIM,CA 92801 LU DEMOLITION - ROOF • • LIMITED PAINTING - EXTERIOR • • VERFv W/ GO RE LU J FIRE EXITING • PAINTING - INTERIOR • • VERFY W/ GO RE (503)222-4453 (503)292-6000 (714)578-2380 LLI J Z CONCRETE SECTION NUMBER CONTACT:KEVIN KAPLAN (503)726-3318 FAX:(714)578-2386 0� 2' Q O EQUIPMENT REMOVAL • • STAINLESS STEEL COLUMN WRAPS • • CONTACT:GREG KIENLE CONTACT:ERIC ICH I� ,, F I U�J O =� FENCING • SPECIALITIES A** SHEET WHERE LI LI - H U LANDSCAPING • AWNINGS CANOPIES • CONCRETE SECTION IS DRAWN ��[J� �� Z PARKING PAVING & IMPROVEMENTS • CART CORRALS • • BLOCK SHEET INDEX W W PARKING STRIPING & SIGNAGE • • FIRE EXTINGUISHERS • • �J o CONCRETE INTERIOR SIGN GRIDS • • DETAIL NUMBER 7a CONCRETE WALK • INT. SIGN GRIDS/ PACKAGE INSTALL. • • ® A.C.PAVING GENERAL INFO O A*-* SHEET WHERE PLUMBING FLOORING GRINDING • • INTERIOR SIGNAGE • • DETAIL IS DRAWN G-0.01 TITLE SHEET P-0.1 LEGEND,FIXTURE SCHEDULE&CALCULATIONS NEW INTERIOR SLABS, POURBACKS AN ALLOWANCE OF PRODUCE MISTING SYSTEMS • • G-0.02 GENERAL NOTES&EXITING PLAN • • 1100 SO. Ff. RACKING - DECK PANS, WIRE MESH • • CERAMIC TILE P-0.2 SPECIFICATIONS OR BRICK ARCHITECTURAL P-0.3 GENERAL NOTES AND SEISMIC GUIDELINES PATCHING PLUMBING TRENCHES • • IN ADDITION TO ABOVE RACKING - DUNNAGE RACKS • • , LOCATION NUMBER P-2.0 PLUMBING FLOOR PLAN STRUCTURAL CONCRETE • • RACKING - LOZIER SHELVING • • , A-0.01 SITE PLAN P-3.0 PLUMBING ENLARGED PLAN AND ISOMETERICS SAND MORTAR SHEET WHERE ENLARGED A-0.02 BUILDING ACCESSIBILITY DETAILS MASONRY RESTROOM GRAB BARS PARTITIONS • • P 4.0 DETAILS CMU BRICK MISC. • SIGN STRIPS • • OR PLASTER PLAN IS DRAWN A-0.03 BUILDING ACCESSIBILITY DETAILS PERMIT SET PRECAST CURBS - WHEEL STOPS 10101 IF NEEDED STORAGE SHELVES (MISC., MELAMINE) • • A-1.000 DE ORITTIIOANPLAN FN MECHANICAL 06.01.15 METALS TOILET ACCESSORIES • • ELEVATION NUMBER A-1.02 MEZZANINE PLANS BOLLARDS • • WINE TABLES AND RACKS • • AGGREGATE * M-1 HVAC EQUIPMENT SCHEDULE CARPENTRY - EXTERIOR METALS 10101 As NEEDED q_* SHEET WHERE A-1.21 REFLECTED CEILING PLAN M-2 HVAC FLOOR PLAN PLAN A-1.41 ROOF PLAN M-3 HVAC ROOF PLAN ELEVATION IS DRAWN NORTH CARPENTRY - INTERIOR METALS •�:� coLu nnN WRAPS EQUIPMENT A-2.01 EXTERIOR ELEVATIONS M-4 ENERGY MANAGEMENT&WIRING DIAGRAMS COLD FORMED METAL FRAMING ADCASTER • • Ifl � EARTH A-4.01 INTERIOR ELEVATIONS AND ENLARGED PLANS M-5 EQUIPMENT INSTALLATION&ELECTRICAL DETAILS BATHROOMS SHORTWALLS DEMISING • BAG RACKS • • A-4.02 INTERIOR ELEVATIONS AND ENLARGED PLANS CORNER GUARDS • • BALER • • OX EQUIPMENT NUMBER A-5.01 DETAILS METAL DECK NOT APPLICABLE CHECKSTANDS • • METAL A-5.02 DETAILS REFRIGERATION METAL RAILINGS I I lew 1 1 CONVEYING SYSTEMS • • A-5.03 DETAILS-SHELVING STEEL - MISCELLANEOUS • • EXT. SIGNAGE - CABINET BUILDING • • PLYWOOD PARTITION TYPE A-6.01 FINISH SCHEDULES R-1.0 FIXTURE,PLUMBING,REFRIGERATION& STEEL - STRUCTURAL 10101 1 EXTERIOR SIGNAGE- PYLON • • GYPSUM BOARD A-6.02 FINISH SCHEDULES ELECTRICAL FLOOR PLAN STEEL - NEW OPENING FRAMES • • POS SYSTEM • • O STRUCTURAL REQUIREMENTS REFRIGERATION SCHEDULE,ELECTRICAL 000 KEYNOTE REQUIREMENTS 8 DIAGRAM WIRING WOODS AND PLASTICS REFRIG. - DAIRY DISPLAY BOX lit• • GLASS S-0.0 STRUCTURAL NOTES&SPECIAL INFECTIONS R-3.0 ENERGY MANAGEMENT&WIRING DIAGRAMS 4DFWA.SHINGTON CARPENTRY- EXTERIOR WOODS • • AS NEEDED REFRIG. - DELI DISPLAY CASES • • SEE PLANS �ro,® 5-1.0 FOUNDATION PLAN R-4.0 REFRIGERATION EQUIPMENT DETAILS CARPENTRY- INT. WOODS PLASTICS • • REFRIG. - FROZEN FOOD CASES • • ® WOOD FRAMING REVISION NUMBER S-1.1 ROOF FRAMING PLAN PV1.0 EVAC SYSTEM FLOOR PLAN FRAMING MATERIAL & SHEATHING • • REFRIG. - FROZEN WALK-IN • • (CONT.MEMBER) S-2.0 ELEVATIONS,FACADE,AND MEZZANINE PLAN PV1.1 EVAC DETAILS STRUCTURAL FRAMING • • REFRIG. - MEAT DISPLAY CASES • • SEE PLANS 5-3.0 STRUCTURAL DETAILS PV1.2 EVAC DETAILS MILLWORK IN BREAKROOM • • REFRIG. - PRODUCE DISPLAY CASES • • SEE PLANS WOOD FRAMING MATCH LINE S4.0 HVAC FRAMING PLANS AND DETAILS PLAM COUNTERS & SHELVES • • REFRIG. - SELF CONT COOLER • • SEE PLANS (BLOCKING) $ ELECTRICAL STRUCTURAL GLUE LAMINATED TIMBER • • NEW BEAMS REFRIG. - SELF CONT FREEZER • • SEE PLANS WOOD RAILS AND WALL PROTECTION • • REFRIG. - WALK-IN MEAT COOLER • • E-0.1 INDEX,NOTES,LEGEND,DIAGRAMS&SCHEDULES Wi AM DA ARCHITECT THERMAL AND MOISTURE PROTECTION FURNISHINGS WOOD MEMBER �j DATUM,WORK OR E-0.2 ELECTRICAL SPECIFICATIONS CEMENTITIOUS STUCCO • WINDOW COVERINGS BLINDS • • WINDOW TWTIN ® (FINISHED) T CONTROL NUMBER E_ EL ELECTRICAL SPECIFICATIONS OATS -c-ON EXT. INSULATION & FINISH SYSTEMS • • PATCHING AS REQUIRED MECHANICAL E-0.4 SINGLE LINE DIAGRAM E-.5 PANEL SCHEDULES E- ROOF HATCH / ACCESS LADDER • • COMPRESSORS & CONDENSORS • • 1 ROOFING • CONDENSORS SUPPORT AND SLEEPERS • • INSULATION L ANGLE .0 LIGHTING PLAN E-2.0 POWER PLAN ROOFING - PATCH • • COMPRESSORS RACK SEISMIC ATTACHMENT • • E-2.1 REFRIGERATION POWER PLAN CONDENSOR PLATFORM CURBS • • EVAC SYSTEM • • DIAMETER OR E-2.2 DETAILS AND ENLARGED PLANS SHEET METAL FLASHING & COPING • • AS NEEDED HVAC - ROOF UNITS & CURBS • • ROOM NUMBER 0 ROUND E-3.0 ELECTRICAL ROOF PLAN STEEL SIDING HVAC SCREENS LOT A P Ic BL HVAC - SPLIT UNITS & CURBS • • THERMAL INSULATION - WALLS • • HVAC - INTERIOR DISTRIBUTION • • THERMAL INSULATION - ROOF • • REPLACE WHERE FIRE PLUMBING IPRINKLERS • • O WINDOW TYPE 1 PERPENDICULAR DEFERRED SUBMITTALS VICINITY MAP DAMAGED OR MISSING DRAWN BY CE DOORS AND WINDOWS ELECTRICAL CHECKED BY BP DOOR HARDWARE • • COMMUNICATIONS PHONE SYSTEM • • # POUND OR NUMBER 1A DOOR NUMBER THE FOLLOWING ITEMS ARE TO BE SUBMITTED TO THE DOORS- AUTOMATIC SYSTEMS • • ILL PROVIDED ELECTRICAL SERVICE DISTRIBUTION • • BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR PROJECT JOB#: 15-040 DOORS- EXTERIOR • • ILL PROVIDED ENERGY MANAGEMENT SYSTEMS • • CENTERLINE TO INSTALLATION. DOORS- FINISH ONLY EXTERIOR • • FIRE ALARM SYSTEM • • LOCATION DOORS- INTERIOR • • LIGHTING • • GRID LINEINUMBER 1. FIRE MONITORING INSTALL OR MODIFICATIONS "--__ TITLE SHEET PLATE OR 2. FIRE SPRINKLERS-NOTE:SPRINKLER MODIFICATIONS DOORS- ROLL-UP N FREIGHT • • REPAIR AS NEEDED SECURITY SYST-CC & BURGLAR • • DOORS- TRAFFIC IMPACT • • DOOR SCHED. MISCELLANEOUS R PROPERTY LINE SHALL BE UNDER A SEPARATE PERMIT .I.=`.` SKYLIGHTS NOT APPLICABLE ADA COMPLIANCE BUILDING REPAIRS) • • o-- GRID CENTER 3. EXTERIOR SIGNAGE WINDOWS NOT APPLICABLE ARTWORK BANNERS • • LINE/NUMBER t GO.O1 STOREFRONT GLAZING • • LL PROVIDED TRUCK LOADING AREA • • FIX BROKEN ITEMS - I NORTH DRINKING FOUNTAIN FRP ON 3 WALLS10101 f REUSE OF DOCUMENTS PLUMBING FIXTURE LOAD CALCULATIONS PLUMBING FIXTURE CONNECTION SCHEDULE O PLUMBING LEGEND andde designs in, rporae ideas and designs incorporated,as an instrument of professional SANITARY F.U. WATER F.U. COLD WATER F.U. HOT MANUFACTURER service is the property of EACH TOTAL EACH TOTAL EACH TOTAL MODEL FIXTURE ID QTY MARK FIXTURE W V CW HW TW REMARKS CW COLD WATER Framework Architecture,Inc. HW HOT WATER and is not to be used,in whole WC-1 3 4 12 2.5 7.5 WC-1 WATER CLOSET 3 2 1/2 AMERICAN STANDARD FLOOR MOUNT, ELONGATED, WHITE, 1.28 GPF, LEFT—HAND TRIP or in part,for any reason without CADET PRO LEVER FOR RIGHT HAND TRIP LEVER 215AA.105, CADET FLUSHING HWR HOT WATER RECIRC the written authorization of UR-1 1 4 4 2.5 2.5 215AA.104 SYSTEM WITH BEMIS OPEN FRONT WHITE SEAT LESS COVER. Framework Architecture,Inc. SS SS SANITARY WASTE (ABOVE GRADE) LV-1 2 1 2 1 2 1 2 WC-2 WATER CLOSET 3 2 1/2 CADETAMERICAN STANDARD FLOOR MOUNT, ELONGATED, WHITE, 1.28 GPF, LEFT—HAND TRIP SS SANITARY WASTE (BELOW GRADE) D#WADA COMPLIANT CADET PRO LEVER FOR RIGHT HAND TRIP LEVER 215AA.105, CADET FLUSHING S-1 1 2 2 2 2 2 2 215AA.104 SYSTEM WITH BEMIS OPEN FRONT WHITE SEAT LESS COVER. ————————— V VENT UR-1 URINAL 2 2 3/4 AMERICAN STANDARD 18-1/2" WIDE, TWO WALL HANGERS, 3/4"TOP SPUD, 0.125 GPF, ENGINEERING,INC. SS-1 1 3 3 ADA COMPLIANT WASHBROOK G G NATURAL GAS (LOW PRESSURE) „E"alaeenng1n1egrar��"l,e�,,, BARRIER—FREE, ADA COMPLIANT WITH SELECTRONIC FLUSH VALVE 9515 s.W.Allen-,suXe 107 MS-1 1 3 3 3 3 3 3 6590.525 MODEL 6063.013, 0.125 GPF, ADA COMPLIANT. —OFL— OFL OVERFLOW LEADER Beav 1.Ore9w 97005 Ph—:031]2&3313 LV-1 LAVATORY 2 1-1/2 1/2 1/2 KOHLER WALL—HUNG, WHITE VITREOUS CHINA, SINGLE CENTER FAUCET RWL RWL RAINWATER LEADER Far: (503I] 329 DF-1 1 1 1 1 1 ADA COMPLIANT KINGSTON K-2007 HOLE, WITH SYMMONS SCOT S-60—H FAUCET, 0.5 GPM MAX., Emeil:"eng(�rwen9.mm HB 1 2.5 2.5 WITH TRUEBRO LAVGUARD 102. OD OD OVERFLOW DRAIN Praiect No.:1246.025.001 tact Con DW-NE JOHNSON S-1 COUNTERTOP SINK 2 1-1/2 1/2 1/2 ELKAY 22"x22" SINGLE BOWL, STAINLESS STEEL, SELF—RIMMING, WITH SD SO STORM DRAIN ADDITIONAL 3 1 3 ADA COMPLIANT LUSTERSTONE LK810HA08T4 DECK MOUNT FAUCET, WRISTBLADE HANDLES WITH CD CD CONDENSATE DRAIN LRAD 2222 LK35 STRAINER. TOTAL 27 23.5 7 w SS-1 SERVICE SINK 3 2 — — FLORESTONE FLOOR MOUNT 24"x24"x10" DEEP, NO FAUCET WHA WATER HAMMER ARRESTOR UTILITY LOADS MSR 2424 TO RECEIVE CONDENSATE DISCHARGE FROM EVAC SYSTEM. P.O.C. POINT—OF—CONNECTION U SANITARY SEWER (E) 4" 27 F.U. MS-1 MOP SINK 3 2 t/z 1/2 FLORESTONE FLOOR MOUNT 24"x24"x10" DEEP WITH WALLMOUNT MR-371 CAPPED a e" MSR 2424 FAUCET, 8" CENTERS, 2 HANDLES, INTEGRAL STOPS, VACUUM oP COLD WATER (E) 2" 23.5 F.U. = 38 GPM BREAKER, HOSE—END SPOUT, WALL BRACE. UNION °— BASED ON THE 2012 UNIFORM PLUMBING CODE DF-1 HIGH/LOW 2 1-1/2 1/2 — HAWS 115V/60HZ/4.6 F.L.A., 8 GPH MIN. OF 50-F COOLED WATER, UP PIPE UP " DRINKING FOUNTAIN HWUACPBL FRONT AND SIDE PUSH PADS FOR ACTIVATION, BUILT—IN 100 ADA COMPLIANT MICRON STRAINER, REQUIRES ELECTRICAL OUTLET. ON PIPE DOWN ° FD-1 FLOOR DRAIN 2 1-1/2 — — ZURN 6"x6" SQUARE STRAINER, PIPE SIZE AS SHOWN ON PLAN, ON PIPE TEE DOWN 3 V a Z-415S WITH 1/2"TRAP PRIMER CONNECTION. lal BV BALL VALVE FS-1 FLOOR SINK 2 1-1/2 — — COMMERCIAL ENAMEL 1/2 GRATE W/TRAP PRIMER CONNECTION. ^i CV CHECK VALVE �yd 906-2 v FCO FLOOR CLEANOUT E Eo TP-1 TRAP PRIMER — — 1/2 — PRECISION CORROSION RESISTANT, INSTALL AT LEAST 12"ABOVE THE TRAP COTG CLEANOUT TO GRADE PLUMBING TO INSURE PROPER FLOW, 1/2" MALE INLET, 1/2" FEMALE HB HOSE BIBB 3 PRODUCTS OUTLET, PROVIDE AND INSTALL ACCESS PANEL. s� WHA WATER HAMMER — — 1/2 — MIFAB 1-11 FU, 3/4" MPT CONNECTION WCO WALL CLEANOUT ARRESTOR MWH—A GAS COCK WITH UNION HB-1 HOSE BIBB — — 3/4 — WOODFORD FREEZELESS WALL HYDRANT, CHROME PLATED, SEE SHEET 4/P4.0 PRV PRESSURE REDUCING VALVE 67—K VACUUM BREAKER FOR ANTI—SIPHON PROTECTION, 3/4" FEMALE T&P TEMPERATURE & PRESSURE RELIEF VALVE SWEAT FITTING, 3/4- MALE HOSE THREAD NOZZLE. IWH_—_1_I PLUMBING FIXTURE MARK N0. SEE PLUMBING HB-2 HOSE BIBB — — 3/4 — MIFAB VACUUM BREAKER FOR ANTI—SIPHON PROTECTION, NON—FREEZE, FIXTURE CONNECTION SCHEDULE. MHY-10 MOUNT HOSE BIBB 24"ABOVE FLOOR NEAR FRONT ENTRANCE. O SHEET NOTE o W co HB-3 HOSE BIBB — — 3/4 — WOODFORD VACUUM BREAKER FOR ANTI—SIPHON PROTECTION, AG ABOVE GROUND N.I.C. NOT IN CONTRACT 0 W N 24P MOUNT HOSE BIBB 30"ABOVE FINISHED FLOOR. O00 AFF ABOVE FINISHED FLOOR DS DOWN SPOUT PRV-1 PRESSURE — — 1/2 — WATTS COORDINATE WITH REFRIGERATION CONTRACTOR FOR EXACT BG BELOW GROUND (E) EXISTING W REDUCING VALVE 123LP LOCATION, SET MAXIMUM WATER PRESSURE SUPPLY TO 20 PSIG. W CFF CAP FOR FUTURE VTR VENT THROUGH ROOF ��FF� O O Q 0 FCO FLOOR CLEANOUTII��SAE — — — ZURN SAME AS PIPE SIZE, BRONZE COVER. I.E. INVERT ELEVATION UG UNDERGROUND LJ I H = PIPE ZN-1400 (N) NEW AS u U) co Z SIZE Q J WCO WALL CLEANOUT SAE — — — ZURN SAME AS PIPE SIZE, POLISHED BRONZE.AS W ZN-1468 O Q S;ZE MATERIAL SPECIFICATIONS BFP-1 REDUCED PRESSURE — — 3/4 — WATTS BRONZE BODY, AWWA STD C511-92 COMPLIANT, WITH BRONZE O ao ZONE ASSEMBLY 909QT—S STRAINER, WITH 909AG FIXED AIR GAP FITTING. I 0Q OOQQ" OOQQ EEW EMERGENCY EYEWASH — — — — GUARDIAN PORTABLE EYE WASH STATION, SELF—CONTAINED UNIT SHOULD BE G1540 INSPECTED REGULARLY. PERMIT SET SERVICES G�� G�J 0�G � tiR� tikq REMARKS WH-1 NATURAL GAS 3/4 1 A.O. SMITH 50 GALLON, 41 GALLON PER HR RECOVERY RATE AT 100' TEMP. COLD ABOVE GROUND 06.01.1 5 WATER HEATER PROMAX + GVR-50 RISE, 40,000 BTUH, POWER DIRECT VENT (PVC), .62 ENERGY WATER (EXISTING) FACTOR, HIGH TEMP CUT—OFF SWITCH, FULL LINE SIZE T&P BELOW GROUNC PLAN RELIEF DISCHARGE TO SERVICE SINK VIA 2"AIR GAP. HOT ABOVE GROUND NORTH ET-1 EXPANSION TANK AMTROL MOUNT TANK TO STRUCTURE. WATER MODEL ST-12 BELOW GROUN RCP-1 RECIRCULATION PUMP TACO CONNECTION SIZE 3/4", 1/25 HP, 3250 RPM AT 15GPM. WASTE ABOVE GROUND MODEL 008 BELOW GROUN � Q7 BRANCH PIPE SIZE TO FIXTURE SAME AS CONNECTION SIZE SHOWN ABOVE UNLESS INDICATED OTHERWISE ON VENT ABOVE GROUND DRAWINGS. BELOW GROUN INDIRECT INDOOR WASTE OUTDOOR GAS CONNECTION SCHEDULE NATURAL INDOOR PAINTED WITH GAS RUST INHIBITING OUTDOOR PAINT TAG EQUIPMENT LOCATION MBH PIPE * ABS DWV IS ACCEPTABLE IF ALLOWED BY THE AUTHORITY HAVING JURISDICTION. AC-1 AC UNIT FOR SALES FLOOR ROOFTOP 150 1'• CONTRACTOR TO PROVIDE BID ALTERNATE AND APPROVAL LETTER TO OWNER FOR AC-2 AC UNIT FOR SALES FLOOR ROOFTOP 150 1 CONSIDERATION. 0 0" AC-3 AC UNIT FOR SALES FLOOR ROOFTOP 150 1" AC-4 AC UNIT FOR SALES FLOOR ROOFTOP 150 1" PLUMBING DRAWING LIST WH-1 WATER HEATER EMPLOYEE RM. 40 3/4" TOTAL 640 2" POA PLUMBING LEGEND, SCHEDULES AND CALCULATIONS PIPE SIZE MBH 3/4" 63 PO.2 SPECIFICATIONS 1" 119 PO.3 GENERAL NOTES AND SEISMIC RESTRAINT GUIDELINES DRAWN BY R&W 1-1/4" 244 P2.0 PLUMBING — FLOOR PLAN CHECKED BY DJ 1-1/2" 366 JOB#: 15-040 P3.0 PLUMBING ENLARGED PLANS AND ISOMETRICS 2" 704 2-1/2" 1,120 P4.0 PLUMBING — DETAILS PLUMBING LEGEND PIPE SIZING BASED ON LESS THAN 2 PSI DELIVERY PER SCHEDULES NFPA 54, TABLE 6.2(b), 250' TOTAL DEVELOPED LENGTH AND CALCULATIONS P0. 1 REUSE OF DOCUMENTS PLUMBING FIXTURE LOAD CALCULATIONS PLUMBING FIXTURE CONNECTION SCHEDULE O PLUMBING LEGEND andde designs in, rporae ideas and designs incorporated,as an instrument of professional SANITARY F.U. WATER F.U. COLD WATER F.U. HOT MANUFACTURER service is the property of EACH TOTAL EACH TOTAL EACH TOTAL MODEL FIXTURE ID QTY MARK FIXTURE W V CW HW TW REMARKS CW COLD WATER Framework Architecture,Inc. HW HOT WATER and is not to be used,in whole WC-1 3 4 12 2.5 7.5 WC-1 WATER CLOSET 3 2 1/2 AMERICAN STANDARD FLOOR MOUNT, ELONGATED, WHITE, 1.28 GPF, LEFT—HAND TRIP or in part,for any reason without CADET PRO LEVER FOR RIGHT HAND TRIP LEVER 215AA.105, CADET FLUSHING HWR HOT WATER RECIRC the written authorization of UR-1 1 4 4 2.5 2.5 215AA.104 SYSTEM WITH BEMIS OPEN FRONT WHITE SEAT LESS COVER. Framework Architecture,Inc. SS SS SANITARY WASTE (ABOVE GRADE) LV-1 2 1 2 1 2 1 2 WC-2 WATER CLOSET 3 2 1/2 CADETAMERICAN STANDARD FLOOR MOUNT, ELONGATED, WHITE, 1.28 GPF, LEFT—HAND TRIP SS SANITARY WASTE (BELOW GRADE) D#WADA COMPLIANT CADET PRO LEVER FOR RIGHT HAND TRIP LEVER 215AA.105, CADET FLUSHING S-1 1 2 2 2 2 2 2 215AA.104 SYSTEM WITH BEMIS OPEN FRONT WHITE SEAT LESS COVER. ————————— V VENT UR-1 URINAL 2 2 3/4 AMERICAN STANDARD 18-1/2" WIDE, TWO WALL HANGERS, 3/4"TOP SPUD, 0.125 GPF, ENGINEERING,INC. SS-1 1 3 3 ADA COMPLIANT WASHBROOK G G NATURAL GAS (LOW PRESSURE) „E"alaeenng1n1egrar��"l,e�,,, BARRIER—FREE, ADA COMPLIANT WITH SELECTRONIC FLUSH VALVE 9515 s.W.Allen-,suXe 107 MS-1 1 3 3 3 3 3 3 6590.525 MODEL 6063.013, 0.125 GPF, ADA COMPLIANT. —OFL— OFL OVERFLOW LEADER Beav 1.Ore9w 97005 Ph—:031]2&3313 LV-1 LAVATORY 2 1-1/2 1/2 1/2 KOHLER WALL—HUNG, WHITE VITREOUS CHINA, SINGLE CENTER FAUCET RWL RWL RAINWATER LEADER Far: (503I] 329 DF-1 1 1 1 1 1 ADA COMPLIANT KINGSTON K-2007 HOLE, WITH SYMMONS SCOT S-60—H FAUCET, 0.5 GPM MAX., Emeil:"eng(�rwen9.mm HB 1 2.5 2.5 WITH TRUEBRO LAVGUARD 102. OD OD OVERFLOW DRAIN Praiect No.:1246.025.001 tact Con DW-NE JOHNSON S-1 COUNTERTOP SINK 2 1-1/2 1/2 1/2 ELKAY 22"x22" SINGLE BOWL, STAINLESS STEEL, SELF—RIMMING, WITH SD SO STORM DRAIN ADDITIONAL 3 1 3 ADA COMPLIANT LUSTERSTONE LK810HA08T4 DECK MOUNT FAUCET, WRISTBLADE HANDLES WITH CD CD CONDENSATE DRAIN LRAD 2222 LK35 STRAINER. TOTAL 27 23.5 7 w SS-1 SERVICE SINK 3 2 — — FLORESTONE FLOOR MOUNT 24"x24"x10" DEEP, NO FAUCET WHA WATER HAMMER ARRESTOR UTILITY LOADS MSR 2424 TO RECEIVE CONDENSATE DISCHARGE FROM EVAC SYSTEM. P.O.C. POINT—OF—CONNECTION U SANITARY SEWER (E) 4" 27 F.U. MS-1 MOP SINK 3 2 t/z 1/2 FLORESTONE FLOOR MOUNT 24"x24"x10" DEEP WITH WALLMOUNT MR-371 CAPPED a e" MSR 2424 FAUCET, 8" CENTERS, 2 HANDLES, INTEGRAL STOPS, VACUUM oP COLD WATER (E) 2" 23.5 F.U. = 38 GPM BREAKER, HOSE—END SPOUT, WALL BRACE. UNION °— BASED ON THE 2012 UNIFORM PLUMBING CODE DF-1 HIGH/LOW 2 1-1/2 1/2 — HAWS 115V/60HZ/4.6 F.L.A., 8 GPH MIN. OF 50-F COOLED WATER, UP PIPE UP " DRINKING FOUNTAIN HWUACPBL FRONT AND SIDE PUSH PADS FOR ACTIVATION, BUILT—IN 100 ADA COMPLIANT MICRON STRAINER, REQUIRES ELECTRICAL OUTLET. ON PIPE DOWN ° FD-1 FLOOR DRAIN 2 1-1/2 — — ZURN 6"x6" SQUARE STRAINER, PIPE SIZE AS SHOWN ON PLAN, ON PIPE TEE DOWN 3 V a Z-415S WITH 1/2"TRAP PRIMER CONNECTION. lal BV BALL VALVE FS-1 FLOOR SINK 2 1-1/2 — — COMMERCIAL ENAMEL 1/2 GRATE W/TRAP PRIMER CONNECTION. ^i CV CHECK VALVE �yd 906-2 v FCO FLOOR CLEANOUT E Eo TP-1 TRAP PRIMER — — 1/2 — PRECISION CORROSION RESISTANT, INSTALL AT LEAST 12"ABOVE THE TRAP COTG CLEANOUT TO GRADE PLUMBING TO INSURE PROPER FLOW, 1/2" MALE INLET, 1/2" FEMALE HB HOSE BIBB 3 PRODUCTS OUTLET, PROVIDE AND INSTALL ACCESS PANEL. s� WHA WATER HAMMER — — 1/2 — MIFAB 1-11 FU, 3/4" MPT CONNECTION WCO WALL CLEANOUT ARRESTOR MWH—A GAS COCK WITH UNION HB-1 HOSE BIBB — — 3/4 — WOODFORD FREEZELESS WALL HYDRANT, CHROME PLATED, SEE SHEET 4/P4.0 PRV PRESSURE REDUCING VALVE 67—K VACUUM BREAKER FOR ANTI—SIPHON PROTECTION, 3/4" FEMALE T&P TEMPERATURE & PRESSURE RELIEF VALVE SWEAT FITTING, 3/4- MALE HOSE THREAD NOZZLE. IWH_—_1_I PLUMBING FIXTURE MARK N0. SEE PLUMBING HB-2 HOSE BIBB — — 3/4 — MIFAB VACUUM BREAKER FOR ANTI—SIPHON PROTECTION, NON—FREEZE, FIXTURE CONNECTION SCHEDULE. MHY-10 MOUNT HOSE BIBB 24"ABOVE FLOOR NEAR FRONT ENTRANCE. O SHEET NOTE o W co HB-3 HOSE BIBB — — 3/4 — WOODFORD VACUUM BREAKER FOR ANTI—SIPHON PROTECTION, AG ABOVE GROUND N.I.C. NOT IN CONTRACT 0 W N 24P MOUNT HOSE BIBB 30"ABOVE FINISHED FLOOR. O00 AFF ABOVE FINISHED FLOOR DS DOWN SPOUT PRV-1 PRESSURE — — 1/2 — WATTS COORDINATE WITH REFRIGERATION CONTRACTOR FOR EXACT BG BELOW GROUND (E) EXISTING W REDUCING VALVE 123LP LOCATION, SET MAXIMUM WATER PRESSURE SUPPLY TO 20 PSIG. W CFF CAP FOR FUTURE VTR VENT THROUGH ROOF ��FF� O O Q 0 FCO FLOOR CLEANOUTII��SAE — — — ZURN SAME AS PIPE SIZE, BRONZE COVER. I.E. INVERT ELEVATION UG UNDERGROUND LJ I H = PIPE ZN-1400 (N) NEW AS u U) co Z SIZE Q J WCO WALL CLEANOUT SAE — — — ZURN SAME AS PIPE SIZE, POLISHED BRONZE.AS W ZN-1468 O Q S;ZE MATERIAL SPECIFICATIONS BFP-1 REDUCED PRESSURE — — 3/4 — WATTS BRONZE BODY, AWWA STD C511-92 COMPLIANT, WITH BRONZE O ao ZONE ASSEMBLY 909QT—S STRAINER, WITH 909AG FIXED AIR GAP FITTING. I 0Q OOQQ" OOQQ EEW EMERGENCY EYEWASH — — — — GUARDIAN PORTABLE EYE WASH STATION, SELF—CONTAINED UNIT SHOULD BE G1540 INSPECTED REGULARLY. PERMIT SET SERVICES G�� G�J 0�G � tiR� tikq REMARKS WH-1 NATURAL GAS 3/4 1 A.O. SMITH 50 GALLON, 41 GALLON PER HR RECOVERY RATE AT 100' TEMP. COLD ABOVE GROUND 06.01.1 5 WATER HEATER PROMAX + GVR-50 RISE, 40,000 BTUH, POWER DIRECT VENT (PVC), .62 ENERGY WATER (EXISTING) FACTOR, HIGH TEMP CUT—OFF SWITCH, FULL LINE SIZE T&P BELOW GROUNC PLAN RELIEF DISCHARGE TO SERVICE SINK VIA 2"AIR GAP. HOT ABOVE GROUND NORTH ET-1 EXPANSION TANK AMTROL MOUNT TANK TO STRUCTURE. WATER MODEL ST-12 BELOW GROUN RCP-1 RECIRCULATION PUMP TACO CONNECTION SIZE 3/4", 1/25 HP, 3250 RPM AT 15GPM. WASTE ABOVE GROUND MODEL 008 BELOW GROUN � Q7 BRANCH PIPE SIZE TO FIXTURE SAME AS CONNECTION SIZE SHOWN ABOVE UNLESS INDICATED OTHERWISE ON VENT ABOVE GROUND DRAWINGS. BELOW GROUN INDIRECT INDOOR WASTE OUTDOOR GAS CONNECTION SCHEDULE NATURAL INDOOR PAINTED WITH GAS RUST INHIBITING OUTDOOR PAINT TAG EQUIPMENT LOCATION MBH PIPE * ABS DWV IS ACCEPTABLE IF ALLOWED BY THE AUTHORITY HAVING JURISDICTION. AC-1 AC UNIT FOR SALES FLOOR ROOFTOP 150 1'• CONTRACTOR TO PROVIDE BID ALTERNATE AND APPROVAL LETTER TO OWNER FOR AC-2 AC UNIT FOR SALES FLOOR ROOFTOP 150 1 CONSIDERATION. 0 0" AC-3 AC UNIT FOR SALES FLOOR ROOFTOP 150 1" AC-4 AC UNIT FOR SALES FLOOR ROOFTOP 150 1" PLUMBING DRAWING LIST WH-1 WATER HEATER EMPLOYEE RM. 40 3/4" TOTAL 640 2" POA PLUMBING LEGEND, SCHEDULES AND CALCULATIONS PIPE SIZE MBH 3/4" 63 PO.2 SPECIFICATIONS 1" 119 PO.3 GENERAL NOTES AND SEISMIC RESTRAINT GUIDELINES DRAWN BY R&W 1-1/4" 244 P2.0 PLUMBING — FLOOR PLAN CHECKED BY DJ 1-1/2" 366 JOB#: 15-040 P3.0 PLUMBING ENLARGED PLANS AND ISOMETRICS 2" 704 2-1/2" 1,120 P4.0 PLUMBING — DETAILS PLUMBING LEGEND PIPE SIZING BASED ON LESS THAN 2 PSI DELIVERY PER SCHEDULES NFPA 54, TABLE 6.2(b), 250' TOTAL DEVELOPED LENGTH AND CALCULATIONS P0. 1 REUSE OF DOCUMENTS This document,and the ideas NOTES THIS SHEET astrumnd ent ognsf professionalrporated,as an instrument of professional service is the property of O7 SEE SOURCE DRAWINGS FOR EVAC SYSTEM THIS AREA. Framework Architecture,Inc. and is not to be used,in whole O 1-1/2-COLD WATER INTO BUILDING. or in part,for any reason without the written authorization of 3O 3/4-COLD WATER DOWN, TO BE CONNECTED TO VACUUM SYSTEM BY SOURCE. Framework Architecture,Inc. ®GAS TO BE HUNG AT UNDERSIDE OF STRUCTURE. SEAL ALL ROOF PENETRATIONS D#W WATER TIGHT. SO ALL EXITING SANITARY SEWER LINES INSIDE OF BUILDING TO BE SCOPED, JET & SNAKED AS NEEDED. DEMO EXISTING SANITARY LINES AS NEEDED. MAKE PROPER ENGINEERING,INC. CONNECTION TO EXISTING SANITARY SEWER INSIDE BUILDING. %15 Sw,Allen 13-,SuXe 107 Beaverton,Oregon 97005 ©2-1/2"GAS UP INSIDE FACE OF WALL TO UNDERSIDE OF STRUCTURE. SEAL WALL Ph—(503I]28-3313 Far: (5031]263313 PENETRATION WATER TIGHT. MOUNT PIPING ON WALL WITH UNISTRUT AT 8,-0" O.C. E-mail:rweng(�meng.mm 4 5 6 7 8 9 10 PrOiect No.:1246.025.001 O7 3" VENT THROUGH ROOF. coamcc owArNs doNNsoN 2 (E)1-1/2"CW ®ALL NEW FLOOR CLEANOUTS AND EXISTING FLOOR CLEANOUTS SHALL BE FLUSH w 4"CW WITH S.O.V. AND PRV-1 BELOW GRADE WITH THE NEW FLOOR FINISH. ROVIDE ACCESSIBLE WHA MS 1 SS-1 BFP-1O3 A O 3/4-COLD WATER DOWN TO HB-2, WITH BUILT-IN VACUUM BREAKER. INSTALL +3 o-c�-I EEW HB-2 WITHIN 10'-0" OF AIR COOLED CONDENSER. (VERIFY LOCATION WITH G.C. 3/4" CO 8 AND R.C.). U c CD 3/ • - - 3 - — - CD - - -C - - - - 10 1/2" COLD WATER DN. TO ICE MACHINE, DRAINAGE TO BE PUMPED TO EVAC a - E> 1" 1-1/2" SYSTEM. oP 1-1/4"CD (PUM ED) I L_v= HUNG BELOW RO F DECK 3/4" m 1% SLOPE FT. ( /oEl 1 LLi i ' �c \\ 4"� 1-1/2r FROM TO UNIT (FLEX O V o -- - - - - - 9 - -T - - - ti 1 METER: PIPING LAST 3�a 8 - 4 - - - - - - - - - - - 4 (® ROOF) 12 INCHES) A1yN I I I GAS COCK (1501MBH) L T--T-- --� ©L�VI o o° .x I +--+--�-- �k ' GAS METER COORDINATE L11-1/4"O4 Z 1-1 2" 4 2 40OCATIO 1-1/4") 4„3/ EW ROOF K WITH LOCAL UUTILITY CD SERVICE DEC II LN / O (1% SLOPE/FT.) '�——�—— —'� DIRT LEG s 2„0 To ooM IUDz GAS CONNECTION DETAIL 3� ®3/4" FS-1 Pz.O NOT TO SCALE O7 I 3"O7 0WH-11(EXISTING) lei PUM ED) 3/ GAS W 1 1/4 O4 4 1-1 4" HUNG BELOWROOF DECK 4" II 2 COCK Z N 1% SLOPE FT.) i W TO IT PIPING L� 2 O W Q - - �(—}�- )� - - - - - - - - - - - - - - - - - - - - - - INCHES) Jai FLASH AND ? W J Z 1-1/2 SEAL ROOF 0 0' Q O I PENETRATION �_r�DIRT c = 3/4" LEG 0 CO CO Z EAT COCLEF W 3/ 'BELOW ROOF I ECK O � Q o (1% SLOPE/FT.) O O O o IFROM U METER I I GAS CONNECTION DETAIL I s THROUGH ROOF LL �1 p2.0 NOT TO SCALE. L� PERMIT SET k 1-1/4" 4- 3 - - - - - - 1 3 ®1-1 4" atqEE -- - - ©I 2.0 2. - - - vl R - - - - 06.01.15 LN Ac + j� ,J 3 SAL S FLOO SO H) I Lys E SHEET P3.0 PLAN (150 MBH) CD�"x' _ - 4"� 3/4"BELOW ROOF DECK FC (1% SLOPE/FT.) c _ I I I I -- - - - - - - - - - - - - - - - 2 F I -11/4-CD 1/2' UR � WC-1 UMPED U LV_1 ❑ MPLO EE LV-1 1-1/4-CD (PUMPED) o DF CO 8 1/2" HUNG BELOW ROOF DECK (1% SLOPE/FT.) I C 4 FC 2 0 0 FRO OFFICE ACK OFFIC ENTRY 10 I I I I I I - -�- - - - a - - - - - - - --El-- -A- -- - -L- - - - - I I I I I OCOTG PUMPED UP I.E. —48" DRAWN BY R8W CHECKED BY pJ JOB#: 15-040 1 FLOOR PLAN - PLUMBING PLUMBING Pz.O SCALE: 1/8"=1'-0" FLOOR PLAN P2.0 REUSE OF DOCUMENTS This document,and the ideas and designs incorporated,as an instrument is a professional service is the property of _\ \ Framework Architecture,e, Inc. \ \ and is not to be used,in whole \ or in part,for any reason without the written authorization of \ 1 Framework Architecture,IncI ri-1/2---� ^\�2" 3'VrR \ \ / v Y/ 3/4" ENGINEERING,INC. \� Beaverton,Oregon 97005 PM1ona:(503)]2&3313 \\ �3" \ \ Fa: (5031]26332fi l3" / \ E-mail:rwen1%.2 g.mm T O,/ , 2" PrOiect No.:1246.025.001 T \ // Contact DWAVNE JOHNSON OS MS•�� WC-2 \\ WC-2 WC-1 CI `\ I I \ r� � WC -1 1` 2" , �� \may l TOILET 0-\ / 10 ``''E WC-2 `I / / i°a �\ / I / —/\\ �l /'f LV-1 LV-1 °- TOILET _ r I� y N a UR-1 `IJ 4" l.� DF-1 LV-1 DF-1 \ 1 i o@ L v-1 IL) 4" \ \ \rT oLU (FJ� p W �M W N 1° O a°' a PLUMBING - ISOMETRIC -WASTE AND VENT 3 PLUMBING - ISOMETRIC- DOMESTIC SUPPLY �� T, w� P3.0 SCALE: 1/4"=1'-0" p3,p SCALE:1 4=1-0 ow 20 F- LU n n n 0 W J o �Q O � �J PERMIT SET 06.01.15 PLAN WASTE AND VENT NOTES , , , DOMESTIC SUPPLY NOTES NORTH i T O7 SEE SHEET P2.0 FOR CONTINUATION. O SEE SHEET P2.0 FOR CONTINUATION. 2O 3"VENT THROUGH ROOF. O 1/2-COLD WATER DOWN. 1 i O PROVIDE ACCESSIBLE WHA. O O 1/2-HOT WATER AND COLD WATER DOWN. 4" 1 FD-1 FD-1 OS 1-COLD WATER DOWN. O I O O O5 c O M 1 �A �WWC-1 _ M EW11 we-, LV-1 4" I —--yyVtyt€� j 1 LV-1 MEN--,Cl V V VLVV-1 O1 5 LV-1 3 4 0 —E DE—PT— DF-1 1 DF-1 2 4 LWAY HALT-WAY 1 Co r DRAWN BY R8W CHECKED BY DJ z PLUMBING - ENLARGED PLAN -WASTE AND VENT 1 PLUMBING - ENLARGED PLAN - DOMESTIC SUPPLY P3.0 SCALE: 1 4=1-0 2 ,9 SCALE:1 4=1-0" PLUMBING ENLARGED PLANS AND ISOMETRICS P3.0 REUSE OF DOCUMENTS This document,and the ideas ACCESSIBLE BALL VALVE NOTES: and designs incorporated,as an MAXIMUM PIPE/TUBING SUPPORT SPACING,FEET SCH 40 PVC OR instrument of professional GALV STEEL SLEEVE 1.TYP FOR NON—INSULATED PIPE service is the property of NOW THRU 1 1 1 4 1 1/2 2 2 1/2 3 4 SECURE TO PARTITION Framework Architecture,Inc. SIZE 1" / / / COLD WATER LANE 2.TYP FOR MASONRY OR CONCRETE WALL PIPE 7 FT 7 7 B 10 11 12 14 and is not to be used,in whole or In part,for any reason without the written authorization of TUBING 5 FT 6 7 8 8 9 10 12 CAULK AND SEAL ANNULAR Framework Architecture,Inc. 1/2"COLD WATER LANE SPACE BETWEEN PIPE AND SLEEVE PIPE WITH OR WITHOUT INSULATION NOTE FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE. ( r 1/2"DIA.HANGER RODS WITH 36"MAX. TRAP AND VACUUM BREAKER VALVE H IiT•GRAL BACKFLOW PREVENTER / SPACING ON EACH CHANNEL EXTEBIOB / 1NTEBL06 ENCINEFRINC,INC. LnKuieri.iiy'In,eX��eASol,e«a„r" HANGER ROD,ATTACH TO STRUCTURE eoa5no.All Bl SA,o CAULK AND SEAL ANNULAR FLOOR GRAIN SPACE BETWEEN PIPE AND SLEEVE CONCRETE WALL ano�e.(coal nsaara FINISHED FLOOR 1/4"PER FT SLOPE SCH 40 mal PVC OR GALV STEEL SLEEVE Ea .(5ea)263326 ADD SEISMIC BRACING SECURE TO PARTITION v,o(om mo..79 AS REWIRED ESCUTCHEON PLATE WHERE EXPOSED comae. INSULATION AND JACKET � L 1 1/2"12 GAGE SEWER GASES 20 GAGE FLASH FLANGE + w E'E"' CHANNEL OR 2"z2'x1/2'ANGLE PIPE 1.CUT TO TIGHTLY FIT EACH PIPE ~ IT 1/Y'GOLD WATER UN SQ< V 1"MAX,J 2.SIZE AS REOUIED SEAL WITH PAINT ALL SIDES SIDE VIEW 3.FINISH PAINT TO MATCH ADJACENT WALL AREAS a— ADJUSTABLE CLEVIS HANGER TRAPEZE HANGER FOR UP PROVIDE AND INSTALL DISTRIBUTION UNIT AS NEEDED. 4.FASTEN TO WALL WITH FLATHEAD SCREWS a TYPE 1 IN SPECIFICATIONS TO 1000 lB.UNIFORM TOAD PROVIDE AND INSTALL 12"X12"ACCESS PANEL NOTE WHERE PIPING IS EXPOSED AT FINISHED WALLS,FLUSH O ° �1 PIPING SUPPORT s ACCESSIBLE TRAP PRIMER VALVE s OME PLATE. PIPEMPENETRATION THOUNT SLEEVE AND PROVIDE ESCUTCHEON ROUGH WALLS 3 pq,p NOT TO SCALE P4.0 NOT TO SCALE pq,0 NOT TO SCALE 2 1 1 E ANCHOR BOLT,TYPICAL 3 3 3 ANGLE CUP(DOUBLE) ORIENT TO DECK SPAN. FIELD 3 DRILL HOLES IN ANGLE CUP FOR ANCHOR BOLTS TO SET 3 d 1 2 IN DECK TROUGH 3 2 �3c LONGITUDINAL ANGLE BRACE SLOPE 1:1 TERMINATE 10'-0'FROM ANY OUTSIDE AIR INTAKE OR OPENABLE WINDOW.2'-0"MIN + — 1 FROM ANY WALL OR STRUCTURE. �1 BRACE HANGER RODS OVER 3'-0"LONG WITH 2"z2"z1/2" /� VERTICAL ANGLE BRACE WELD 1"AT 24"SPACING 6 TRANSVERSE ANGLE BRACE J 5 •n SEALANT 4 BOLT WITH CUT WASHER �M Fj COUNTER PUSHING SLEEVE PACK SPACE FIRE BETWEEN PIPING AND PENETRATION OPENING WITH MATERIAL APPROVED BY UNDERWRITERS NCE LABORATORIES FOR THROUGH PENETRATION FIRE STOP SYSTEMS.MATERIALS,METHODS,AND INSTALLATION SHALL BE IN ACCORDANCE WITH UL APPROVED LASTING AND W SHALL BE DESIGNED TO ACT AS A FIRESTOP AS WELL/S A COLD SMOKE,NOXIOUS GAS AND WATER SEMANT.SUBMIT USITNG NUMBERS � HEIGHT PER LOCAL AND DETAILS FROM UL FIRE RESISTANT DIRECTORY FOR ALL SUCH SYSTEMS TO BE USED.INSULATE PIPES 3 FEET TO EITHER SIDE OF 12 GA CUP PIPE SLEEVE OVER BOLT �l�/ CODE 12"MIN 4LBS SEAMLESS LEAD FLASHING PENETRATION WITH MATERIAL SPECIFIED IN THE UL FIRE RESISTANCE DIRECTORY IF REQUIRED TO OBTAIN THE T—AND F—RATINGS. 2 lt7 Q>Q STEEL REINFORCED BOOT 01 WALL AND FLOOR W> I O PIPE OR INSULATED PIPE J W -Z ROOFING HOT MOP O3 FIRE BARRIER—"3M PRODUCTS INC."FIRE BARRIER CAULK CP25 WEll MOLDABLE PUTII'+,FIRE BARRIER 2D01 SILICONE SEALANT PIPE ANGLE BRACE' BOLT TO ANGLE CUP�� ANCHOR BOLTS oo Q Q SIZE ANGLE OR INSERTS �I1LJ,,LJF'II Q =H ® PIPE COVERING FOR FLAME RETARDANT POLYPROPYLENE PIPING FIRE STOPPING ASSEMBLY. 2' 2"x2"16 G4 1 x3 /2' 3'x3"x1/2"z1'-4" 1/2 O STEEL COLLAR FOR FRPP FIRE STOPPING ASSEMBLY. 3,4 2"x2"16 GA. 1/2' 3' 'x1/2'x1'-4' 1/2 ��7 W © PACKING MATERIAL FOR FRPP FIRE STOPPING ASSEMBLY. 5,6 2.5x2.5"16 CA 1/2" 5N3"x1/2"x1'-4' 1/2 UV Q 0 p USE FOLLOWING APPLICABLE UL SYSTEMS FOR THE CONSTRUCTION TYPES LASTED. 8 3"x3"12 GA. 1/2' 2-5x3x1/2x1'-4' 2 ROOF DECK 10 3"x3'12 GA 1' 2-5x3x1/2'x1'-4' 2 10"SKIRT � CONSTRUCTION TYPE THROUGH PENETRATION FlRESfOP SYSTEM NUMBERS * VENT PIPE,SEE PLANS FOR SIZE 2"x 2"x12 GA CHANNEL MAY BE USED CONCRETE FLOORS C—AI-5002(1 HR),C—AJ-5003(1 HR) BENT PLATE OF EQUAL THICKNESS MAY BE SUBSTIMED FOR LONGITUDINAL ANGLE CUP TO FACRITATE ANCHORAGE TO SLAB TROUGHS. PROVIDE EQUAL NUMBER OF CONCRETE OR MASONRY WALLS C—AJ-5002(1 HR),C—AJ-5003(1 HR) ANCHOR BOLTS TO THAT SHOWN. PROVIDE MINIMUM EMBEDMENT OF 1 1/2"ABOVE TOP OF META.DECK FOR ALL ANCHOR BOLTS. PERMIT SET s VENT THROUGH ROOF s PENETRATION FOR FIRE RATED WALLS AND FLOOR 2 SEISMIC SUPPORT FOR PIPES 06.01.15 pq,0 NOT TO SCALE pq,0 NOT TO SCALE P4.0NOT TO SCALE CHECK VALVE 3/4" PLAN _ NORTH HOT WATER THERMOMETER —1 PG RCP pp PRESSURE F GAUGE TYP 1.ALL FINAL FINISHES INCLUDING 12"SQUARE TYPE 'B' �H� L,O --i,y� HOT WATER COLORS(SMOOTH WITH NO FLUE RETURN TEXTURE)SEE ARCHS.PLAN FOR FINISHES. [ENCLOSURE SHEETMETAL INSULATE VOID TO PREVENT CONDENSATION 2.APPROVED FLOOR COVERING TO WALL � COLD WATER EXTEND UP THE WAL CONRUOUSLY L 4'WITH 3/5'RADIUS COVE BALL �H / BALL VALVE, 3 4" TYP FINISH,RE ARCH. 3.ALL CONDUIT,PIPES AND WASTE ONES TO BE WITHIN THE WALL —GASKEfED FASTENERS MINIMUM 2 FASTENERS PER SIDE GYPSUM UNION, TYP WALL BOARD 4.ALL VALVES MUST BE ACCESSIBLE HOSE BLEB 3/4" EXPANSION TANK. WITH BUILT—IN I-0 MOUNT ON WALL OR VACUUM BREAKERS MAINTAIN I I SUSPEND FROM EXCEPTIONS WILL BE GRANTED ONLY IF SO STATED MANUFACTURER'S STRUCTURE IN THE CMC,CPC,CBC,AND CEC. IF SOLID 1"FIBERGLASS INSULATION RECOMMENDED WALLS,SUCH AS CONCRETE BLOCK ARE USED, CLEARANCE. FURRED,FLAT STUD FUR THE WALLOUT TO CONCEAL THE CONDUIT, 16"MINIMUM ASME CODE PRESS— CHASE WALL PIPES,ETC, WOOD NAILER AND CURB UNISTRUT, TYP TEMPERATURE RELIEF WOOD CURB ANCHORED TO SECURELY VALVE, PIPE FULL oa WATER ROOF DECK REINFORCING BOOT FASTEN TO SIZE TO FLOOR DRAIN. CONDUIT MIN. 3USTUDS TILIZE (EXISTING)FW —lj a lB SEAMLESS,LEAD ROOF FLASHING ASSEMBLY METAL 1"STRAP AT GAUGE ROOF LINE FOR MOUNTING SET ® 120'F 1/3 POINTS. SECURE STRAP 10 TEST PLUG TO UNISTRUT ON WALL WASTE FROM GAS TO MEET SEISMIC ZONE CEM LINE CONTINUOUS COVE SUPPLY 3 & 4 REQUIREMENTS. BASE W/3/6' RADIUS COVE 3/4"COLD WATER PIPE HUNG BELOW ROOF 3"DWAETER ROOF PENETRATION" GAS HOSE BIBB DRAIN PRESSURE 4"MINIMUM REGULATOR DRAINPAN DRAWN BY R&W 1"FIBERGLASS INSULATION INSULATE PIPING GAS COCK 3/4" DRAIN FROM CHECKED BY DJ BELOW THE ROOF DECK TO AVOID CONDENSATION aI �� DRAINPAN TO F.D. DRT LEG FINISHED FLOOR JOB#: 15-040 SEA.ALL AROUND PENETRATION WITH COMPATIBLE ROOF CEMENT MIN. 6" NOTE: PLUMBING PREMANUFACTURED SEISMIC RESTRAINT SYSTEM DETAILS r TYPICAL PIPING IN WALL a HOSE BIBB ON ROOF APPROVED. SUBMIT WITH REVIEW SUBMITTALS. pq,0 NOT TO SCALE p4.0 NOT TO SCALE 1 GAS WATER HEATER P4.0 NOT TO SCALE P4.0 SPECIFICATIONS: SECTION 15400 - PLUMBING REUSE OF DOCUMENTS This document,and the ideas and designs incorporated,as an 1.00 - GENERAL b. 2 1/2"or larger. Products shall be Polyken No. 1027 primer and Polyken No. 910 tape coating, 10 mil, minimum C. Provide all tests specified hereinafter and as otherwise required. Provide all test equipment, including test pumps, gauges, instruments instrument of professional 1.01 DESCRIPTION OF WORK 1"overlap required. and other equipment required. Pressure gauges used shall be graduated in increments not greater than 5 pounds per square inch. No service is the property of c. 2"and smaller. Products shall be 10 mil plastic sleeve protector. plumbing or drainage system or part thereof shall be covered, concealed, or put into use unless it has been specified. Conduct all tests in Framework Architecture,Inc. Furnish all labor, materials, equipment and services required for and/or reasonably incidental to the completion of the following and is not to be used,in whole q / Y P 9 the presence of the Owners representative and obtain the necessary jurisdictional authority inspections. or in part,for any reason without work. A. Sanitary waste and vent piping system including connections to building sewer as shown. F. Condensate Drain Piping D.Apply a water test to the waste, and vent systems whether in its entirety or in sections; if applied to the entire system,tightly close all the written authorization of B. Domestic hot and cold water systems including water heater, and related accessories and controls. Connection to building water openings in the piping except the highest opening, and fill the system with water to the point of overflow. If the system is tested in Framework Architecture,Inc. Copper water tube ASTM 888,Type "L", solder with 95-5 solder, lead-free type. Condensate drain piping shall be insulated sections,tightly plug each opening except for the highest opening of the section under test, and fill each section with water, but test with as shown. 9 Y P 9 P 9 P 9 P 9 with 1 2"thick Armstrong Armaflex and sections butted firmly together.C. Plumbing fixtures, trim and accessories including installation and support. / 9 � y 9 no less than a 10' head of water. In testing successive sections, test at least the upper 10' of the next preceding section so that no joint D. Flashing and sealing of roof and exterior wall penetrations for water tightness. or pipe in building (except the uppermost 10' of the system) shall have been submitted to a test of less than a 10' head of water. Keep R#w E. Caulking and sealing of floor and wall penetrations and formed shaft penetrations. G. Gas Piping: Galvanized steel, Sch 40 and fittings for outdoor. Black steel, Sch 40 and fittings for indoor above ground. water in the system or in the portion under test for at least 24 hours before inspection starts with the system tight at all points. F. Backing for securing fixtures, trim and piping. Use approved Polythylene yellow piping (PE) for all outdoor underground piping with 14 gage tracer wire. E. Domestic water system shall be tested and proved tight under a pressure of not less than 120 PSI. Piping must stand the test for a ENGINEERING,INC. G.Access doors where shown or required by code. period of 24 hours without leaking. "s"s1"een"a7ntesated sal"trans" H. Hangere, supports, and guides. sins s.w.Amen-,suite 107 I. Cleanup of debris and final cleanup of drains, fixtures and equipment. 2.02 PIPE FLASHING F. Chlorination of the domestic cold and hot water piping systems in accordance with standard testing procedures and local health Beaverton,Oregon 97005 department requirements.Testing by a firm such as Bennet-Marine or equal. Submit certificate of satisfactory test results. Phone:(503)725-3313 J. Record drawings and operating manuals. Fa.: (503)7 326 K. License, permits and associated fees. G. Upon completion of testing, certify to the Architect, in writing that the specified test have been performed and that the installation E-mail:rxeng(�rweng.mm 41bs. lead with counter flashing ring by Glenco, Stoneman Engineering or approved equal. complies with the specified requirements. Praiect No.:1246.025.001 L Cutting, drilling and patching for all surfaces in relation to plumbing work. P� P q M. Condensate drains for HVAC equipment, and gas piping. H. Gas piping system shall be tested with 10 PSIG air for eight hours. Contact DW-NE JOHNSON 1.02 RELATED WORK INCLUDED UNDER OTHER SECTIONS 2.03 VALVES A. HVAC and Electrical Work. 15500 and 16000 3.03 PIPING INSTALLATION A. Gate Valves: Red &White 204 or equal, 3"and smaller. F B. Fire Protection Work 15300 (if applicable) w B. Check Valves" Red &White 238 or equal, 3"and smaller. A. Make changes in size of pipe with reducing fittings; bushings will not be permitted except for bell shaped copper bushings. I- 1.03 EXAMINATION OF SITE C. Bull Valves: Nibco 580-70 or equal, 3"and smaller. B. Install dielectric insulating unions in water piping between copper piping and ferrous piping or equipment - Epco, or equ al. _ A. Visit site before submitting bid and check location of all existing conditions which will affect this work, verify dimensions and U locations shown on drawings and cover all costs. Contractor shall assume reasonable variations or minor omissions and shall C Install exposed polished chrome connections from fixtures or equipment with special care. Show now tool marks or threads at fittings. complete proposed work without additional cost. Failure to visit site will not lessen responsibility or entitle additional compensation 2.04 PLUMBING FIXTURES AND TRIM D. Cap openings in piping during construction. E 7 for work not included in proposal. E. Provide 85% red brass pipe IPS, in connection to faucets, flush valves, hose bibbs, or similar items requiring rigid piping. Extend brass �n B. Visit site of the work, compare it with the drawings and specifications as to the conditions under which work is to be Plumbing fixtures to be furnished and installed under this contract. See plumbing fixture schedule. pipe from fixture to point where piping can be securely fastened to building construction.All exposed piping and stop valves in connection to vP performed, ascertain and check all conditions and elevations and take all measurements which may affect the work. No allowance fixtures shall be chrome plated brass. m shall subsequently be made for any extra expense or claims due to failure or neglect under this requirement to make such F. Install unions adjacent to valves and where necessary to facilitate disassembly of piping. 0-8 examination, including examination of restricted working conditions or such other difficulties visually observed during site visit. 2.05 PIP HANGERS AND SUPPORTS Contractor is responsible for becoming completely familiar with the architectural and structural conditions and limitation s which will G. Escutcheons: Fit exposed pipes passing through floors, walls or ceilings with escutcheons. Manufacture special sizes of escutcheons from -_ exist in the building and to provide all labor, tools and materials required to produce a completely concealed installation as steel and prime coat same. Cut in round, rectangular or square space to provide a clean appearance acceptable to the architect. 3 L o indicated on the plans, specifications and required by the code. A. Superetrut, Grinnell, or approved equal. H. Support piping independently of equipment to which it is connected. A`)V 1.04 DRAWINGS B. Installation per manufacturer's recommendations. I. Make copper solder joints with 95 5 solder, or silfos; clean surfaces to be joined free of oil, grease, rust, or oxides and apply flux to v" PP 1 / 1 9 PPY The accompanying drawings shall be considered part of these specifications.Work and materials shown on the drawings and not C. Pipe hangers shall have non-metallic felt or elag o liner or wrap applied to the pipe for electrolytic protection where each joint before heating assembly. tubing 3 mentioned in the specifications and vice versa shall be executed as if specifically mentioned or shown in both.The drawings shall hangers and supports are used to support copper tubing or pipe. The liner or wrap shall be designed to allow expansion J. Rough-in and make final connections to all other equipment furnished under other divisions, requiring plumbing connections. be considered as schematic in nature and minor modifications of the work to comply with the structure as found shall be made. or contraction of the piping. E 1.05 RULES AND REGULATIONS 3.04 SUBSTITUTIONS fi 2.06 PIPE SLEEVES A. All work and material shall be in full accordance with the latest rules and regulations of the State Fire Marshal and other 3 applicable State and local rules and regulations. Nothing in these drawings or specifications shall be construed to permit work not A. One or more makes of materials and methods may have been specified to establish the standard of quality, t�3 conforming to these codes. Shall be provided to protect all piping through concrete and masonry walls.Annular spaces between sleeves and pipes shall Y P q ty, workmanship,finish and T;2 be filled or caulked in on approved manner.Annular spaces between sleeves and pipes in fire-resistance-rated assemblies design required, but other materials or methods equal or better in quality, workmanship,finish, design, and guaranteed performance, may be B. Furnish without any extra charge any additional material and labor when required to comply with these laws, ordinances and shall be filled or tightly caulked in accordance with the building code. submitted for review and approval as substitution. All Substitutions are subject to review and approval by Architect, Engineer, and Owner. codes regardless of whether shown or mentioned in these specifications of drawings. r, C. All work and material shall be in accordance with the Landlord's Mech/Elect. Design Criteria.All contractors shall obtain a copy B. Substitutions shall be requested in a written forth and shall be accompanied with a signed statement that proposed substitution is equal, Illy 2.07 TEMPERATURE AND PRESSURE RELIEF VALVE n n n from the Landlord's Tenant Coordinator or Mall Operations manager and become familiar with the requirements contained within or better than specified.Additional documentation to substantiated proposed substitution may be required b Owner Architect and Engineer. I��I P 9 9 P P P Y q Y 9 prior to bidding the job. Where Landlord's requirements conflict with Codes or Ordinances the strictest interpretation shall apply. Contractor shall submit as directed. 1.06 SUBMITTALS Temperature & pressure relief valve shall discharge full line size to an approved waste receptor through an air gap as ��-- indicated on plans or 6" minimum, 18"maximum. 0 W C. Contractor shall accompany request for substitution letter with a completed CSI Substitution Fore include the comparison for following � A. Submit for review to the Owner a complete and all-inclusive list of equipment and materials proposed for use (6 copies), M accompanied by manufacturer's data sheets. Data shall be forwarded in a single package written 15 days after award of contract. 1. Performance Data Z N 2.08 SCALD GUARD PROTECTION W N Submit six blackline prints and one reproducible shop drawing showing proposed plumbing installation. Include sizes, locations and 2. Dimensions 00 other required information to coordinate installation with other trades. O 0 <M 3. Costs and Delivery Schedule 0 to Q B. Within 5 days after award of contract, submit 6 copies of a letter stating an materials that contractor wishes to substitute, to Provide and install lavatory scald protection for waste piping and hot water piping. Y P 9 Y �_ the Owner for approval. Include such information as manufacturers name, type of material, certified ratings, overall appearance, 4. Listed and Approved. W W> and necessary information to explain function and operation of material.All proposed substitutions shall be equal in quality, design, J utility and appearance to material, equipment or method specified. 2.09 DOMESTIC PIPING INSULATION D.A written signed statement from the general Contractor shall accompany substitution request form assuring that: //'V/II W J Z 1. Dimensions has been verified withproject conditions and has coordinated with other trades. Substitutions does not affect dimensions �o 0 Q F- 1.07 AS-BUILT DRAWINGS O 2 F- A. Provide and install "insulation protection shield"for piping with foam or fiberglass insulation. shown on drawings. n FI n A. A set of plumbing plans will be furnished to the Contractor on which he shall indicate the installation "as-built' as the work U ~ ~Z progresses. Upon completion of the work, a set or reproducible drawings shall be obtained from the Owner at cost, and all B. Insulate all hot water piping (R-Value = 7) and indoor above ground storm drain with 1"thick fiberglass insulation. 2. He shall pay and burden the costs for changes to the project including redesign, reengineering and review of substitution. Only one <Z changes as noted on the record set of prints shall be incorporated thereon.This set of reproducibles, along with one set of engineering review time is allowed for each product substitution. Contractor shall be responsible for additional review time and shall pay ¢J C. Insulate all horizontal waste piping (Hung) with 1-1/2":thick fiberglass insulation. W blueprints, shall be delivered to the Owner upon completion and before final acceptance of the project. Architect and Engineer's time at their professional rate schedule. p �Q D. Insulate all domestic water piping outside the building or on roof. 3. He has confirmed that the proposed substitution will have no adverse effect on other trades,the construction schedule, or specified p V 1.08 GUARANTEE P P E. Insulate water heater under tank with R-12 value insulation. warranty requirements. � A. The Contractor shall leave the entire installation in complete working order free from any defective material, workmanship or 4. He has confirmed that maintenance and service parts will be locally available for the proposed substitution. finish. He shall guarantee to repair N replace, without charge, defects due to faulty workmanship or material for a period of one 2.10 CLEANOUT - year from the date of filing of the Notice of Completion. 1.09 OPERATION MANUALS AND OWNER INSTRUCTIONS E. Cost savings resulting from substitution shall be returned to the contract or the Owner if the substitution is permitted. A.Accessible cleanout shall be provided at the base of each waste stack and rainwater leaders. Additional cleanout shall be A. Provide complete operation and maintenance manuals covering all Plumbing systems and equipment that have been installed. provided in a drainage line for each horizontal change of direction exceeding 135 degrees. Cleanout must be provided on a Three (3 copies of the manual shall be bound in hardback bindere. horizontal drain line exceeding Sft or more in length serving sinks or urinals.An approved type of 2-way cleanout fitting F. No work involving materials submitted for substitution shall proceed until written acceptance is received from the Owner.The Owner is the shall be installed outside for a building at the lower end of a building drain and extended to grade. final judge of acceptability of preferred substitutions. PERMIT SET B. Provide instructions to Owner as to operation of all equipment. Instruction period to commence for minimum of two (2) hours G and shall be scheduled at Owner's convenience. 06.01.15 1.10 CUTTING AND PATCHING 2.11 WATER HEATER 3.05 Coordination A. The contractor shall do all cutting, drilling and patching which may be required for the installation of the work under this A. Coordinate work with other trades to avoid conflict and to provide correct rough-in and connection for equipment furnished under other PLAN Section of the Specifications. A. Provide anchors and straps to resist horizontal displacement due to earthquake motion. NORTH trades that require plumbing connections. Inform contractors of other trades of the required access to and clearances around equipment to B. Patching shall be of the some workmanship, material, and finish and shall match accurately all surrounding construction in a B. Strapping shall be located upper 1/3 and lower 1/3 of its vertical dimensions. Straps shall be a minimum 2"x16 gage maintain service ability and code compliance. manner satisfactory to the Owner. No cutting of the structure shall be permitted without written approval of the Owner. properly secured to wall studs. Elevate water heater at least 4" minimum above the finished floor with an approved base. Provide a 22 gage water tight drain pan, corrosion resistant, at the bottom of the water heater. Drain pan shall have a 2.00 - MATERIALS B.Verify equipment dimensions and requirements with provisions specified under this Section. Check actual job conditions before fabricating 3/4"drain line to be discharged into an approved receptor by means shall have a 3/4"drain line to be discharged into an work. Report necessary changes in time to prevent needless work. Changes or additions, subject to additional compensation, which are made 2.01 PIPING approved in an approved receptor by means of an air gap.A properly sized thermal expansion tank shall be provided at the without written authorization and an agreed price, shall be at the Contractors risk and expense. Buildingdrain and vent in materials shall comply with the local authori having jurisdiction. All sanitary system materials shall water heater. Hot water supply for the lavatories and hand sinks shall not exceed 110 degrees Fahrenheit temperature. piping PY authority 9 1 ry Y be listed by an approved listing agency. 3.06 MARKING AND IDENTIFICATION A. Interior Underground Sanitary and Waste Piping: 2.12 TRENCHING Service weight bell and spigot cast iron or No-Hub C.I. pipe and fittings, complying with CISPI standards. A.All domestic cold water, hot water, sanitary sewer, sanitary vent, condensate drain, and natural gas piping shall have visible permanent A.All trenches deeper than the footing of any building or structure and paralleling the some shall be at least 45 degrees labels at every 20 feet, the direction of floor level.The minimum size of the letters shown on table 6-1 below.Valves shall be labeled with B. Interior Suspended Sanitary and Vent Piping: therefrom. stenciled or stamped metal tags bearing the name of the system they carry. 1. 3" and Larger- Service weight bell and spigot or No-Hub C.I. 2. 2" and Smaller- Schedule 40 galvanized steel pipe with screwed durhom cost iron fittings for waste and vent. 3.00 - INSTALLATION AND EXECUTION Table 6-1 C. Interior Domestic Water Piping Above Ground: 3"and Smaller-Type L hard tempered copper with solder end fittings. 95-5 tin and antimony solder jointing (lead-free). Hot 3.01 GENERAL PIPE SIZE (INCHES) SIZE OF LETTER (INCHES) water piping shall be insulated with 1/2"thick Armstrong Armoflex or approved equal, and section butted firmly together. 1/2 - 1 1/4 1/2 A. Cast-Iron Hublesa with stainless steel shielded coupling shall be supported horizontally at every other joint, unless over 4 0 0 feet,then support each joint adjacent to joint, not to exceed 18", brace at not more than 40ft. intervals, support at each 1 1/2 - 2 3/4 D. Outdoor above Ground Domestic Water Piping: horizontal branch connection. Hangers shall not be placed on the coupling. Support vertical pipes at the base and each 2 1/2 - 6 1 1/4 3"and Smaller-Type L hard tempered copper with solder end fittings. 95-5 tin and antimony solder jointing (lead-free). Piping floor not to exceed 15ft. Hangers and supports for all piping shall comply with the 2012 UNIFORM PLUMBING CODE table 8 - 10 2 1/2 shall be insulated with 1-1/2"thick Armstrong Armaflex or approved equal, and sections butted firmly together. 3-2• E. Domestic Water Piping Below Ground: 3.02 SPECIAL REQUIREMENTS, RESPONSIBILITIES AND TESTING Type K copper pipe shall be used.When piping is installed within a building and under a concrete slab, it shall be installed without joints. When joints are unavoidable, they shall be brazed. A. Install piping generally level, free of traps and unnecessary bends,to conforn with building requirements. Pipe to be free a. Protective pipe covering shall be factory or field applied accordingly to manufacturers written instructions. of defects, and installed to avoid any possible galvanic action by isolating dissimilar metals. B.Teat and record available domestic water pressure in static and dynamic conditions for dynamic testing record pressure DRAWN BY R&W and flow rate in gallons per minute.Transmit this information to the engineer before proceeding with the work. CHECKED BY DJ JOB#: 15-040 SPECIFICATIONS P0.2 SEISMIC RESTRAINTS GUIDELINES FOR PIPING GENERAL NOTES REUSE OF DOCUMENTS This document,and the ideas and designs incorporated,as an instrument of professional 1. ALL SEISMIC RESTRAINTS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SEISMIC RESTRAINT 1. PLUMBING CONTRACT DRAWINGS ARE IN PART DIAGRAMMATIC, COVERING THE SCOPE OF WORK AND GENERAL ARRANGEMENT 29.COORDINATE ALL LOCATIONS, SIZES, AND ELEVATIONS OF ALL SLEEVES THROUGH WALLS, BEAMS, SLABS AND FOOTING WITH service is the property of GUIDELINES MANUAL AND ALL CERTIFIED SUBMITTAL DATA. OF THE EQUIPMENT, PIPING, ETC., AND THE APPROXIMATE SIZE OF EQUIPMENT AND MATERIALS. THE CONTRACTOR SHALL STRUCTURAL AND ARCHITECTURAL DRAWINGS. ALL PIPES SLEEVING THROUGH FOOTINGS SHALL HAVE A SLEEVE DIAMETER OF Framework Architecture,Inc. FOLLOW THESE DRAWINGS IN LAYING OUT THE PLUMBING WORK. PLUMBING CONTRACTOR SHALL CONSULT GENERAL, TWO PIPE SIZES OVER THE PIPE PASSING THROUGH THE FOOTING. NO PIPE TO BE PLACED THROUGH FOOTING UNLESS and is not to be used,in whole 2. TRANSVERSE BRACE SPACING SHALL NOT EXCEED 50 FEET UP TO .25G. 40 FEET UP TO 1.0 G., AND 20 FEET UP TO SPRINKLER, HEATING/VENTILATING/AIR CONDITIONING CONTRACT AND ELECTRICAL DRAWINGS TO FAMILIARIZE HIMSELF WITH APPROVED BY THE STRUCTURAL ENGINEER. or in part,for any reason without the written authorization of 2.OG FOR STEEL AND COPPER PIPE WITH WELDED OR BRAZED CONNECTIONS. LONGITUDINAL SPACING SHALL NOT EXCEED THAT WORK AND TO VERIFY THE SPACES IN WHICH THE PLUMBING WORK WILL BE INSTALLED. 30.ALL PIPES SHALL BE PROTECTED AT THE POINT THEY CROSS BUILDING EXPANSION JOINT, EITHER WITH AN EXPANSION Framework Architecture,Inc. 80 FEET UP TO 1.OG. AND 40 FEET UP TO 2.OG FOR STEEL AND COPPER PIPE WITH WELDED OR BRAZED CONNECTIONS. 2. BECAUSE OF THE NATURE AND SCALE OF THE DRAWINGS, CERTAIN BASIC PLUMBING ITEMS SUCH AS UNIONS, FITTINGS, FITTINGS OR IN ANOTHER MANNER ACCEPTABLE TO THE ENGINEER. ELBOWS, ETC., MAY NOT BE SHOWN. WHERE SUCH ITEMS ARE REQUIRED BY OTHER SECTIONS OF THE SPECIFICATIONS, OR CONSISTING OF RESILIENT PIPE SLEEVE PIPE MUST NOT BE IN SOLID CONTACT WITH THE BUILDING STRUCTURE. ISOLATORS CO D 3. STEEL AND COPPER PIPE WITH SCREWED CONNECTIONS BRACE SPACING SHALL NOT EXCEED 1/2 THE SPACING LISTED WHERE THEY ARE REQUIRED BY THE NATURE OF THE WORK OR BY CODES AND REGULATIONS, THEY SHALL BE FURNISHED 31.ELEMENTS SHOULD BE USED IN CONJUNCTION WITH OR INTEGRAL TO PIPE CLAMPS HANGER WHEN SECURING PIPES TO <IN NOTE 2 GUIDELINES FOR PVC, PVDF, FRP, AND OTHER SPECIALTY PIPING, BRACE SPACINGS SHALL NOT EXCEED 1/2 AND INSTALLED AT NO ADDITIONAL COST TO THE OWNER. THE DRAWINGS INDICATE GENERAL LOCATIONS OF PIPING, eNGwaEativG,INC. THE STRUCTURE. THE SPACING'S LISTED IN NOTE 2. ALL PIPE MUST BE CONSIDERED FULL OF WATER WHEN DETERMINING SEISMIC BRACE EQUIPMENT, DUCTWORK AND SIMILAR. THE EXACT LOCATION TO BE DETERMINED BY THE CONTRACTOR TO BEST FIT THE „E"81"PCYing1n1RING,t"r�o�,,, REQUIREMENTS UNLESS SPECIFICALLY ENGINEERED OTHERWISE. LAYOUT OF THE JOB. 32.PLUMBING CONTRACTOR SHALL CONNECT ALL GAS PIPING TO ALL GAS RELATED UNITS PER PLAN WITH LISTED AND 9615 Sw,Allen-,SO,107 Beaverton,019w 97005 3. ALL EQUIPMENT SHALL BE TIGHTLY COVERED AND PROTECTED AGAINST DIRT, WATER, AND CHEMICAL OR MECHANICAL INJURY APPROVED HAS SHUT-OFF VALVE, SEDIMENT TRAP, AND UNION. Ph"ae:(503)726-3313 4. TRANSVERSE RESTRAINT FOR ONE PIPE SECTION MAY ALSO ACT AS A LONGITUDINAL RESTRAINT FOR A PIPE SECTION OF Far: 0031726-3326 THE SAME SIZE CONNECTED PERPENDICULAR TO IT IF THE RESTRAINT IS INSTALLED WITHIN 24-INCHES OF THE ELBOW OR THEFT. PLUMBING FIXTURES SHALL BE COVERED WITH HEAVY PAPER COVERINGS AFTER INSTALLATION AND SHALL BE 33.FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING PmaI I.e. �mengoom THOROUGHLY CLEANED AFTER COMPLETION OF THE PROJECT. c,hm: wn�NiJOHNSON OR TEE OR COMBINED STRESSES ARE WITHIN ALLOWABLE LIMITS AT LONGER DISTANCES. OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 5. HOLD DOWN CLAMPS MUST BE USED TO ATTACH PIPE TO ALL TRAPEZE MEMBERS BEFORE APPLYING RESTRAINTS. 4. ALL MATERIALS SUCH AS VALVES, FITTINGS, PIPING, EQUIPMENT, PUMPS, COILS, ETC., SHALL BE PROPERLY PROTECTED, AND 34.PENETRATION OF FLOOR/CEILING ASSEMBLIES AND ASSEMBLIES REQUIRED TO HAVE A FIRE-RESISTANCE RATING SHALL BE ALL PIPING OPENINGS SHALL BE TEMPORARILY CLOSED BY THE CONTRACTOR FOR THE WORK UNDER HIS CHARGE, ON A 6. BRANCH LINES MAY NOT BE USED TO RESTRAINT MAIN LINES. DAILY BASIS, AT THE END OF EACH WORKING DAY, SO AS TO PREVENT OBSTRUCTION AND DAMAGE, THE ABOVE PROTECTED IN ACCORDANCE WITH THE BUILDING CODE. REQUIREMENTS ARE MANDATORY. 35.WHERE WATER PRESSURE WITHIN A BUILDING EXCEEDS 80 PSI, AN APPROVED WATER-PRESSURE REDUCING VALVE w 7. PROVIDE REINFORCED CLEVIS BOLTS WHEN REQUIRED 5. THE CONTRACTOR SHALL SEE THAT ALL MATERIALS, INSTALLATION AND WORKMANSHIP IS PERFORMED IN ACCORDANCE WITH CONFORMING TO ASSE 1003 WITH STRAINER SHALL BE INSTALLED TO REDUCE THE PRESSURE IN THE BUILDING WATER = 8. PIPING CROSSING BUILDING SEISMIC OR EXPANSION JOINTS, PASSING FROM BUILDING TO BUILDING, OR SUPPORTED DISTRIBUTION PIPING TO 80 PSI STATIC OR LESS. THE LATEST EDITION OF ALL APPLICABLE CODES, LAWS, OR ORDINANCES OF THE STATE OF WASHINGTON, AND SNOHOMISH FROM DIFFERENT PORTIONS OF THE BUILDING SHALL BE INSTALLED TO ALLOW DIFFERENTIAL SUPPORT DISPLACEMENTS COUNTY AND LOCAL CODES, CITY OF ARLINGTON LAWS OR ORDINANCES, INCLUDING WASHINGTON OR LOCAL BOARD OF 36.DISINFECTION OF POTABLE WATER SYSTEM SHALL COMPLY WITH THE LOCAL AND THE OREGON PLUMBING CODE. WITHOUT DAMAGING THE PIPE, EQUIPMENT CONNECTIONS, OR SUPPORT CONNECTIONS. PIPE OFFSETS, LOOPS, ANCHORS, HEALTH, FEDERAL AND STATE ENVIRONMENTAL PROTECTION REGULATIONS, STATE ENERGY CODES AND UTILITY REGULATORY i°a AND GUIDES SHALL BE INSTALLED AS REQUIRED TO PROVIDE SPECIFIED MOTION CAPABILITY AND LIMIT MOTION OF AGENCIES. 37.PROPER ACCESS MUST BE PROVIDED FOR THE TESTING AND MAINTENANCE OF THE BACKFLOW PREVENTER. IF THE v� ADJACENT PIPING. BACKFLOW PREVENTER IS INSTALLED MORE THAN 5'-0" ABOVE THE FLOOR, SPECIAL PROVISIONS MUST BE MADE. 6. ALL WORK SHALL BE FURTHER PERFORMED IN ACCORDANCE WITH THE NATIONAL BOARD OF FIRE UNDERWRITERS, THE O-'o 9. PROVIDE APPROPRIATELY SIZED OPENINGS IN WALLS, FLOORS, AND CEILINGS FOR ANTICIPATED SEISMIC MOVEMENT. PLUMBING AND BUILDING CODES, NATIONAL ELECTRICAL CODE, THE OCCUPATIONAL SAFETY AND HEALTH ACT, THE AMERICAN 38.PLASTIC PIPES ARE NOT PERMITTED TO BE INSTALLED WITHIN THE AIR PLENUM SPACE. PROVIDE FIRE SEAL SYSTEMS IN FIRE-RATED WALLS. GAS ASSOCIATION AND ALL SUCH OTHER SPECIFIC CODES AS MAY BE REFERRED TO IN THE INDIVIDUAL SECTIONS OF THE 10.GAS PIPING LESS THAN 1" I.D. NEED NOT BE BRACED. SPECIFICATIONS. 39.ALL PIPING SHALL MAINTAIN AT LEAST 5'-0" CLEARANCE IN FRONT OF THE HVAC SUPPLY AND RETURN OPENINGS. 'a 7. PIPE SIZES SHOWN ON THE DRAWINGS ARE THE MINIMUM SIZES ALLOWED REGARDLESS OF THE CODE MINIMUM, EXCEPT 40.CONTRACTOR IS REQUIRED TO SCOPE THE EXISTING SANITARY SEWER LINE PRIOR OF WORK. IF REQUIRED, CONTRACTOR y d 11.WHERE RIGIDLY SUPPORTED PIPES ARE CONNECTED TO EQUIPMENT WITH VIBRATION ISOLATION, THOSE CONNECTIONS WHEN THE CODE MINIMUM SIZE IS LARGER THAN THAT SHOWN. SHALL PERFORM RODDING TO GUARANTEE FREE FLOWING OF THE EXISTING WASTE LINE AND NOTIFY THE ENGINEER IF THE MUST BE CAPABLE OF ACCOMMODATING SEISMIC DISPLACEMENTS. CONVERSELY, WHEN SMALLER UNSUPPORTED PIPES 3 ARE CONNECTED TO RIGIDLY SUPPORTED EQUIPMENT (I.E., COILS, ETC.); THOSE JOINTS MUST BE CAPABLE OF 8. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF CONTRACT PRINTS ON THE CONSTRUCTION SITE AT ALL TIMES, ON EXISTING INVERT ELEVATION TIE-IN POINT IS NOT ADEQUATE TO MEET THE INVERT ELEVATION INDICATED ON THE PLANS. E ACCOMMODATING MOVEMENT OF THE PIPES. WHICH HE SHALL ACCURATELY RECORD THE ACTUAL INSTALLATION OF ALL PLUMBING WORK. AS WORK PROGRESSES, MARK 41.PLUMBING CONTRACTOR TO PROVIDE AND INSTALL A PRESSURE REDUCING VALVE AT THE MAIN DOMESTIC COLD WATER fi CHANGES MADE WHETHER RESULTING FROM JOB CONDITIONS, ADDENDA, FORMAL CHANGE ORDERS OR OTHER INSTRUCTIONS SERVICE LINE IF A PRESSURE REDUCING VALVE IS NOT ALREADY INSTALLED. A PRESSURE REDUCING VALVE IS NOT o i 12.RIGID PIPING SYSTEMS MAY NOT BE BRACED TO DISSIMILAR PARTS OF THE BUILDING OR TO DISSIMILAR BUILDING ISSUED BY THE ENGINEER. REQUIRED IF THE INCOMING DOMESTIC WATER PRESSURE IS LESS THAN 80 PSIG. s SYSTEMS WHICH MAY RESPOND DIFFERENTLY DURING AN EARTHQUAKE. DO NOT BRACE A SYSTEM TO TWO INDEPENDENT STRUCTURES SUCH AS CEILING AND WALL. 9. THE PLUMBING CONTRACTOR SHALL INDICATE PROGRESS BY COLORING IN VARIOUS PIPES, FIXTURES, AND ASSOCIATED APPURTENANCES EXACTLY AS THEY ARE ERECTED AND INSTALLED. 13.SEISMICALLY RESTRAIN ALL FUEL OIL PIPING, GAS PIPING, MEDICAL GAS PIPING, AND COMPRESSED AIR PIPING FOR FUEL OIL AND ALL GAS PIPING THAT IS 1" I.D. OR LARGER. TRANSVERSE RESTRAINTS MUST BE AT 20' MAXIMUM AND 10.MARK ALL PIPE SIZES AND LOCATIONS DURING CONSTRUCTION. ALSO MARK LOCATIONS OF ALL VALVES AND VARIOUS LONGITUDINAL RESTRAINTS AT 40' MAXIMUM SPACING. EQUIPMENT, APPARATUS, AND ASSOCIATED APPURTENANCES AS ERECTED WEEKLY DURING CONSTRUCTION. fl n fl 14.PIPING LOCATED IN BOILER ROOMS, MECHANICAL EQUIPMENT ROOMS, AND REFRIGERATION EQUIPMENT ROOMS THAT IS 11.AT THE COMPLETION OF THE JOB THESE PRINTS, INCORPORATING CHANGES, ADDENDA AND ADDED DATA NOTED ON 1-1/4" I.D. AND LARGER MUST BE SEISMICALLY RESTRAINED. MARKED-UP PRINTS, INCLUDING DIMENSIONED LOCATIONS OF UNDERGROUND PIPING BEYOND LIMITS OF BUILDING, SHALL BE p SUBMITTED TO THE ENGINEER FOR FINAL REVIEW AND COMMENT. THE PRINTS WILL BE RETURNED WITH APPROPRIATE LU 15.ALL OTHER PIPING 2-1/2" DIAMETER AND LARGER MUST BE SEISMICALLY RESTRAINED. COMMENTS AND RECOMMENDATIONS. THESE CORRECTED PRINTS TOGETHER WITH CORRELATED PRINTS INDICATING ALL THE Z co REVISIONS, ADDITIONS AND DELETIONS OF WORK SHALL FORM THE BASIS FOR PREPARING A SET OF RECORD DRAWINGS. 0 W N 16.SEISMIC RESTRAINTS MAY NOT BE USED FOR ALL PIPING SUSPENDED BY INDIVIDUAL HANGERS 12" OR LESS AS O �; MEASURED FROM THE TOP OF THE PIPE TO THE BOTTOM OF THE SUPPORT WHERE THE HANGER IS ATTACHED. 12.WHERE PIPING, AND OTHER PLUMBING APPURTENANCES PASS THROUGH FIRE PARTITIONS, FIRE WALLS, OR FLOORS, INSTALL Q A FIRE-STOP THAT PROVIDES AN EFFECTIVE BARRIER AGAINST THE SPREAD OF FIRE, SMOKE AND GASES. FIRE-STOP Q HOWEVER, IF THE 12" LIMIT IS EXCEEDED BY ANY HANGER IN THE RUN, SEISMIC BRACING IS REQUIRED FOR THE RUN. MATERIAL SHALL BE UL APPROVED, PACKED TIGHT AND COMPLETELY FILL CLEARANCES BETWEEN RACEWAYS AND OPENINGS. W FLOOR, EXTERIOR WALL AND ROOF SEALS SHALL ALSO BE MADE WATERTIGHT AS APPROVED BY THE ADMINISTRATIVE � LU --,IZ 17.THE 12" EXEMPTION APPLIES FOR TRAPEZE SUPPORTED SYSTEMS IF THE TOP OF EACH ITEM SUPPORTED BY THE AUTHORITY. o 0 TRAPEZE QUALIFIES. n n n 0 =O 13.ARRANGE AND INSTALL PIPING APPROXIMATELY AS INDICATED, STRAIGHT, PLUMB AND AS DIRECT AS POSSIBLE. FORM RIGHT ""I (9 18.WHERE THERMAL EXPANSION IS A CONSIDERATIONS, GUIDES AND ANCHORS MAY BE USED AS TRANSVERSE AND ANGLES OR PARALLEL LINES WITH BUILDING WALLS. KEEP PIPES CLOSE TO WALLS PARTITIONS AND CEILINGS, OFFSETTING p �Z LONGITUDINAL RESTRAINTS PROVIDED THEY HAVE A CAPACITY EQUAL TO OR GREATER THAN THE RESTRAINT LOADS IN ONLY WHERE NECESSARY TO FOLLOW WALLS AND AVOID INTERFERENCE WITH OTHER MECHANICAL ITEMS. LOCATE GROUPS OF r-_\ W ADDITION TO THE LOADS INDUCED BY EXPANSION OR CONTRACTION. PIPES PARALLEL TO EACH OTHER; SPACE THEM AT A DISTANCE TO PERMIT ACCESS FOR SERVICING VALVES. O LU Q 19.STEEL STRUTS SHALL BE 1-5/8" WIDE IN VARYING HEIGHTS AND MIG-WELDED COMBINATIONS AS REQUIRED TO MEET 14.PIPING SHALL BE PITCHED TO POINTS OF DRAINAGE WITH CONSTANT UNIFORM SLOPE. LOAD CAPACITIES AND DESIGNS INDICATED. A MATERIAL HEAT CODE, PART NUMBER, AND MANUFACTURERS NAME SHALL BE STAMPED ON ALL STRUT AND FITTINGS TO MAINTAIN TRACEABILITY TO MATERIAL TEST REPORTS. 15.INSTALL HORIZONTAL PIPING AS HIGH AS POSSIBLE WITHOUT SAGS OR HUMPS. 20.SEISMIC RESTRAINTS FOR PIPING SYSTEMS SHALL WITHSTAND A LATERAL FORCE EQUAL TO 50% OF THE WEIGHT OF THE 16.GRADE DRAINAGE AT UNIFORM SLOPE OF NOT LESS THAN 1/4" PER FOOT TOWARD THE POINT OF DISPOSAL. WHEN PIPING SYSTEM AND ITS CONTENTS. SEISMIC BRACING SHALL CONFORM TO THE CURRENT ADOPTED EDITION OF THE APPROVED BY ADMINISTRATIVE AUTHORITY, PIPE SIZE 4" AND LARGER MAY HAVE A SLOPE OF NOT LESS THAN 1/8" PER BUILDING CODE AND THE ADMINISTRATIVE CODE, AND SHALL BE INSTALLED IN ACCORDANCE WITH SMACNA GUIDELINES FOOT. SET FOR SEISMIC RESTRAINT, LATEST EDITION. OE.O1.PERMITrJ 17.WHERE CHANGES IN PIPE SIZES OCCUR, USE ONLY REDUCING FITTINGS. 21.SPECIAL PIPE HANGER AND SUPPORT PROVISIONS REQUIRED FOR CONTROL OF PIPE EXPANSION, VIBRATION, AND SOUND TRANSMISSION IN CERTAIN PIPING SHALL BE DONE IN ACCORDANCE WITH GOOD SOUND ATTENUATION PRACTICE. 1S.FOR DRAINAGE PIPING CHANGES IN DIRECTION, USE LONG SWEEP WHERE POSSIBLE, OTHERWISE, SHORT SWEEP 1/4 BENDS, OR COMBINATION WYE 1/8 BENDS; USE SANITARY TEE BRANCHES ONLY FOR HORIZONTAL BRANCHES DISCHARGING TO PLAN 22.SUPPORT CHANNELS, FRAMES, BRACKETS, AND LEGS OF SPECIAL SUPPORTS SHALL BE OF UNISTRUT, SUPERSTRUT, OR NORTH STACKS. ACCEPTED EQUAL, WITH CHANNELS, ATTACHING CLIPS, PIPE CLAMPS, AND OTHER REQUIRED ACCESSORIES. 19.INSTALL SECTIONALIZING VALVES ON EACH BRANCH LINE TO MULTI-FIXTURE GROUPS. LOCATE VALVES IN A READILY 23.PLASTIC PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH CODE REQUIREMENTS (REVIEW WITH JURISDICTION). SHIMS ACCESSIBLE LOCATION, DO NOT CONCEAL. DO NOT LOCATE VALVE SYSTEMS BELOW HORIZONTAL UNLESS INDICATED ON SHALL BE PROVIDED TO PREVENT PIPE SAG BETWEEN FITTINGS. PLANS LOCATE ANGLE STOP VALVES BELOW THE SINK OR WATER CLOSET. 24.SPACING OF TRAPEZE HANGERS SHALL BE DETERMINED BY THE SMALLEST PIPE ON THE TRAPEZE. SIZE OF RODS FOR 20.WATER SUPPLY TO ALL FIXTURES AND CONTAINERS SHALL BE SO INSTALLED AS TO PREVENT POSSIBLE BACK SIPHONAGE OF TRAPEZES SHALL BE GOVERNED BY THE LARGEST PIPE ON THE TRAPEZE. POLLUTED WATER. ALL SUPPLIES SHALL BE EITHER ABOVE THE FLOOD RIM OF THE FIXTURE OR SEPARATED FROM THE 25.TRAPEZE HANGERS SHALL NOT BE LIGHTER THAN 16 GAUGE AND WHEN EXPOSED TO WEATHER, NOT LIGHTER THAN 12 DRAINAGE END BY MEANS OF AN APPROVED VACUUM BREAKERS. GAUGE. PIPING THAT RUNS IN PARTITIONS AND IS NOT SUPPORTED FROM CEILING OR FLOOR SHALL BE SECURELY AND 21.PROVIDE PIPING AND FIXTURE TRAPS. CONNECT TO FIXTURES AND OTHER EQUIPMENT INDICATED OR SPECIFIED AS REQUIRING INDEPENDENTLY FASTENED TO THE PARTITION MEMBERS WITH CLAMPS OR BRACKETS. SOIL, WASTE, DRAIN AND VENT FACILITIES. 26.LATERAL MOTION OF PIPING WILL NOT CAUSE DAMAGING IMPACT WITH SURROUNDING SYSTEMS (E.G. OTHER PIPE, DUCT, EQUIPMENT, SPRINKLER HEADS, ETC.) OR CAUSE LOSS OF SYSTEM VERTICAL SUPPORT. 22.LAY ALL PIPING TRUE TO LINE AND GRADE, FIT ENDS TOGETHER MATCH SO THAT SEWER OR DRAIN WILL HAVE SMOOTH AND UNIFORM INSERT. FOLLOW LOCATIONS AND ELEVATIONS AT SITE. AS THE PIPE LAYING PROGRESSES, CLEAR PIPE INTERIOR OF 27.VERTICAL SUPPORT CONNECTIONS CANNOT DEVELOP MOMENTS (E.G. SWIVEL JOINTS, EYE BOLTS, VIBRATION ISOLATION CEMENT, DIRT, AND OTHER FOREIGN MATERIALS. DURING WORK STOPPAGE PERIODS, PROVIDE EFFECTIVE PLUGS OR COVERS HANGERS, ETC.). FOR OPEN ENDS OF PIPE AND DRAINS. 28.VERTICAL CAST IRON RISERS ATTACHED WITH SHIELD AND CLAMP ASSEMBLIES MUST BE STIFFENED AT THE CONNECTION 23•PROVIDE CLEANOUTS WHERE INDICATED AND AT INTERVALS OF 100' OR AS REQUIRED BY LOCAL PLUMBING CODE AND 0 °" POINTS OF ANY UNSUPPORTED SECTION OF PIPE. WHERE REQUIRED AT CHANGES OF DIRECTIONS OF SOIL AND WASTE STACKS. INSTALL CLEANOUTS SO AS TO BE ACCESSIBLE FOR EASY REMOVAL AND TO PROVIDE CLEARANCE FOR RODDING. CLEANOUTS SHALL BE AT THE SAME SIZE AS PIPE SERVED 29.VERTICAL RISERS IN AN OPEN SHAFT MUST BE ATTACHED TO THE SUPPORTS WITH CONNECTIONS SIZED TO ACCEPT THE EXCEPT THAT NO CLEANOUT NEED BE LARGER THAN FOUR INCHES. HORIZONTAL SEISMIC LOADS. 24.EXTEND VENT PIPES 12 INCHES ABOVE ROOF AND 1OFT MINIMUM AWAY FROM ANY FRESH AIR INTAKES. 30.WHERE EARTHQUAKE LOADS ARE APPLICABLE IN ACCORDANCE WITH THE BUILDING CODE, PLUMBING PIPING SUPPORTS SHALL BE DESIGNED AND INSTALLED FOR THE SEISMIC FORCES IN ACCORDANCE WITH THE BUILDING CODE. 25.SANITARY VENT PIPING SHALL BE GRADED SO THAT THE AIRFLOW TO THE OUTSIDE WILL BE CONTINUOUSLY UPWARD AND SO THAT NO LOW POINTS WILL BE DRAINED. 31.HANGERS, ANCHORS AND SUPPORTS SHALL SUPPORT THE PIPING AND THE CONTENTS OF THE PIPING. HANGERS AND STRAPPING MATERIAL SHALL BE OF APPROVED MATERIAL THAT WILL NOT PROMOTE GALVANIC ACTION. HANGERS AND 26.MAKE TIGHT CONNECTION BETWEEN WATER CLOSET FLANGES AND EARTHENWARE FIXTURE BY MEANS OF AN APPROVED ANCHORS SHALL BE ATTACHED TO THE BUILDING CONSTRUCTION IN AN APPROVED MANNER. MOLDED WAX RING OR SETTING COMPOUND AND BOLTING. DRAWN BY Raw CHECKED BY DJ 32.RIGID SUPPORT SWAY BRACING SHALL BE PROVIDED AT CHANGES IN DIRECTION GREATER THAN 45 DEGREES FOR PIPE 27.VENTS: PROVIDE FLASHING FOR STACKS PASSING THROUGH ROOF. MAKE WATER-TIGHT AT ROOF WITH 4 LB. SHEET LEAD; SIZES 4 INCHES AND LARGER. EXTEND INTO ROOFING FELTS AT LEAST 24" FROM PIPES. EXTEND LEAD COLLAR UP AROUND OUTSIDE AND TURN DOWN JOB#: 15-040 INSIDE VENTS AT THE TOP. LOCATE VENT THROUGH ROOF 1OFT MINIMUM AWAY FROM ANY FRESH AIR INTAKE. 33.ANCHORAGE SHALL BE PROVIDED TO RESTRAIN DRAINAGE PIPING FROM AXIAL MOVEMENT. GENERAL NOTES 28.ALL PLUMBING FIXTURES AND PIPING IS TO BE LISTED BY AN APPROVED LISTING AND TESTING AGENCY AND PROPERLY SEISMIC RESTRAINT 34.FOR PIPE SIZES GREATER THAN 4 INCHES, RESTRAINTS SHALL BE PROVIDED FOR DRAIN PIPES AT ALL CHANGES IN LABELED. DIRECTION AND AT ALL CHANGES IN DIAMETER GREATER THAN 2 PIPE SIZES. GUIDELINES ASCE 7, CHAPTER 13 IS THE CURRENT STANDARD FOR SEISMIC ANCHORAGE AND BRACING FOR ALL PLUMBING COMPONENTS �']O"/� J AND EQUIPMENT. r REUSE OF DOCUMENTS This document,and the ideas NOTES THIS SHEET astrumnd ent ognsf professionalrporated,as an instrument of professional service is the property of O7 SEE SOURCE DRAWINGS FOR EVAC SYSTEM THIS AREA. Framework Architecture,Inc. and is not to be used,in whole O 1-1/2-COLD WATER INTO BUILDING. or in part,for any reason without the written authorization of 3O 3/4-COLD WATER DOWN, TO BE CONNECTED TO VACUUM SYSTEM BY SOURCE. Framework Architecture,Inc. ®GAS TO BE HUNG AT UNDERSIDE OF STRUCTURE. SEAL ALL ROOF PENETRATIONS D#W WATER TIGHT. SO ALL EXITING SANITARY SEWER LINES INSIDE OF BUILDING TO BE SCOPED, JET & SNAKED AS NEEDED. DEMO EXISTING SANITARY LINES AS NEEDED. MAKE PROPER ENGINEERING,INC. CONNECTION TO EXISTING SANITARY SEWER INSIDE BUILDING. %15 Sw,Allen 13-,SuXe 107 Beaverton,Oregon 97005 ©2-1/2"GAS UP INSIDE FACE OF WALL TO UNDERSIDE OF STRUCTURE. SEAL WALL Ph—(503I]28-3313 Far: (5031]263313 PENETRATION WATER TIGHT. MOUNT PIPING ON WALL WITH UNISTRUT AT 8,-0" O.C. E-mail:rweng(�meng.mm 4 5 6 7 8 9 10 PrOiect No.:1246.025.001 O7 3" VENT THROUGH ROOF. coamcc owArNs doNNsoN 2 (E)1-1/2"CW ®ALL NEW FLOOR CLEANOUTS AND EXISTING FLOOR CLEANOUTS SHALL BE FLUSH w 4"CW WITH S.O.V. AND PRV-1 BELOW GRADE WITH THE NEW FLOOR FINISH. ROVIDE ACCESSIBLE WHA MS 1 SS-1 BFP-1O3 A O 3/4-COLD WATER DOWN TO HB-2, WITH BUILT-IN VACUUM BREAKER. INSTALL +3 o-c�-I EEW HB-2 WITHIN 10'-0" OF AIR COOLED CONDENSER. (VERIFY LOCATION WITH G.C. 3/4" CO 8 AND R.C.). U c CD 3/ • - - 3 - — - CD - - -C - - - - 10 1/2" COLD WATER DN. TO ICE MACHINE, DRAINAGE TO BE PUMPED TO EVAC a - E> 1" 1-1/2" SYSTEM. oP 1-1/4"CD (PUM ED) I L_v= HUNG BELOW RO F DECK 3/4" m 1% SLOPE FT. ( /oEl 1 LLi i ' �c \\ 4"� 1-1/2r FROM TO UNIT (FLEX O V o -- - - - - - 9 - -T - - - ti 1 METER: PIPING LAST 3�a 8 - 4 - - - - - - - - - - - 4 (® ROOF) 12 INCHES) A1yN I I I GAS COCK (1501MBH) L T--T-- --� ©L�VI o o° .x I +--+--�-- �k ' GAS METER COORDINATE L11-1/4"O4 Z 1-1 2" 4 2 40OCATIO 1-1/4") 4„3/ EW ROOF K WITH LOCAL UUTILITY CD SERVICE DEC II LN / O (1% SLOPE/FT.) '�——�—— —'� DIRT LEG s 2„0 To ooM IUDz GAS CONNECTION DETAIL 3� ®3/4" FS-1 Pz.O NOT TO SCALE O7 I 3"O7 0WH-11(EXISTING) lei PUM ED) 3/ GAS W 1 1/4 O4 4 1-1 4" HUNG BELOWROOF DECK 4" II 2 COCK Z N 1% SLOPE FT.) i W TO IT PIPING L� 2 O W Q - - �(—}�- )� - - - - - - - - - - - - - - - - - - - - - - INCHES) Jai FLASH AND ? W J Z 1-1/2 SEAL ROOF 0 0' Q O I PENETRATION �_r�DIRT c = 3/4" LEG 0 CO CO Z EAT COCLEF W 3/ 'BELOW ROOF I ECK O � Q o (1% SLOPE/FT.) O O O o IFROM U METER I I GAS CONNECTION DETAIL I s THROUGH ROOF LL �1 p2.0 NOT TO SCALE. L� PERMIT SET k 1-1/4" 4- 3 - - - - - - 1 3 ®1-1 4" atqEE -- - - ©I 2.0 2. - - - vl R - - - - 06.01.15 LN Ac + j� ,J 3 SAL S FLOO SO H) I Lys E SHEET P3.0 PLAN (150 MBH) CD�"x' _ - 4"� 3/4"BELOW ROOF DECK FC (1% SLOPE/FT.) c _ I I I I -- - - - - - - - - - - - - - - - 2 F I -11/4-CD 1/2' UR � WC-1 UMPED U LV_1 ❑ MPLO EE LV-1 1-1/4-CD (PUMPED) o DF CO 8 1/2" HUNG BELOW ROOF DECK (1% SLOPE/FT.) I C 4 FC 2 0 0 FRO OFFICE ACK OFFIC ENTRY 10 I I I I I I - -�- - - - a - - - - - - - --El-- -A- -- - -L- - - - - I I I I I OCOTG PUMPED UP I.E. —48" DRAWN BY R8W CHECKED BY pJ JOB#: 15-040 1 FLOOR PLAN - PLUMBING PLUMBING Pz.O SCALE: 1/8"=1'-0" FLOOR PLAN P2.0 REUSE OF DOCUMENTS This document,and the ideas and designs incorporated,as an instrument is a professional service is the property of _\ \ Framework Architecture,e, Inc. \ \ and is not to be used,in whole \ or in part,for any reason without the written authorization of \ 1 Framework Architecture,IncI ri-1/2---� ^\�2" 3'VrR \ \ / v Y/ 3/4" ENGINEERING,INC. \� Beaverton,Oregon 97005 PM1ona:(503)]2&3313 \\ �3" \ \ Fa: (5031]26332fi l3" / \ E-mail:rwen1%.2 g.mm T O,/ , 2" PrOiect No.:1246.025.001 T \ // Contact DWAVNE JOHNSON OS MS•�� WC-2 \\ WC-2 WC-1 CI `\ I I \ r� � WC -1 1` 2" , �� \may l TOILET 0-\ / 10 ``''E WC-2 `I / / i°a �\ / I / —/\\ �l /'f LV-1 LV-1 °- TOILET _ r I� y N a UR-1 `IJ 4" l.� DF-1 LV-1 DF-1 \ 1 i o@ L v-1 IL) 4" \ \ \rT oLU (FJ� p W �M W N 1° O a°' a PLUMBING - ISOMETRIC -WASTE AND VENT 3 PLUMBING - ISOMETRIC- DOMESTIC SUPPLY �� T, w� P3.0 SCALE: 1/4"=1'-0" p3,p SCALE:1 4=1-0 ow 20 F- LU n n n 0 W J o �Q O � �J PERMIT SET 06.01.15 PLAN WASTE AND VENT NOTES , , , DOMESTIC SUPPLY NOTES NORTH i T O7 SEE SHEET P2.0 FOR CONTINUATION. O SEE SHEET P2.0 FOR CONTINUATION. 2O 3"VENT THROUGH ROOF. O 1/2-COLD WATER DOWN. 1 i O PROVIDE ACCESSIBLE WHA. O O 1/2-HOT WATER AND COLD WATER DOWN. 4" 1 FD-1 FD-1 OS 1-COLD WATER DOWN. O I O O O5 c O M 1 �A �WWC-1 _ M EW11 we-, LV-1 4" I —--yyVtyt€� j 1 LV-1 MEN--,Cl V V VLVV-1 O1 5 LV-1 3 4 0 —E DE—PT— DF-1 1 DF-1 2 4 LWAY HALT-WAY 1 Co r DRAWN BY R8W CHECKED BY DJ z PLUMBING - ENLARGED PLAN -WASTE AND VENT 1 PLUMBING - ENLARGED PLAN - DOMESTIC SUPPLY P3.0 SCALE: 1 4=1-0 2 ,9 SCALE:1 4=1-0" PLUMBING ENLARGED PLANS AND ISOMETRICS P3.0 REUSE OF DOCUMENTS This document,and the ideas ACCESSIBLE BALL VALVE NOTES: and designs incorporated,as an MAXIMUM PIPE/TUBING SUPPORT SPACING,FEET SCH 40 PVC OR instrument of professional GALV STEEL SLEEVE 1.TYP FOR NON—INSULATED PIPE service is the property of NOW THRU 1 1 1 4 1 1/2 2 2 1/2 3 4 SECURE TO PARTITION Framework Architecture,Inc. SIZE 1" / / / COLD WATER LANE 2.TYP FOR MASONRY OR CONCRETE WALL PIPE 7 FT 7 7 B 10 11 12 14 and is not to be used,in whole or In part,for any reason without the written authorization of TUBING 5 FT 6 7 8 8 9 10 12 CAULK AND SEAL ANNULAR Framework Architecture,Inc. 1/2"COLD WATER LANE SPACE BETWEEN PIPE AND SLEEVE PIPE WITH OR WITHOUT INSULATION NOTE FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE. ( r 1/2"DIA.HANGER RODS WITH 36"MAX. TRAP AND VACUUM BREAKER VALVE H IiT•GRAL BACKFLOW PREVENTER / SPACING ON EACH CHANNEL EXTEBIOB / 1NTEBL06 ENCINEFRINC,INC. LnKuieri.iiy'In,eX��eASol,e«a„r" HANGER ROD,ATTACH TO STRUCTURE eoa5no.All Bl SA,o CAULK AND SEAL ANNULAR FLOOR GRAIN SPACE BETWEEN PIPE AND SLEEVE CONCRETE WALL ano�e.(coal nsaara FINISHED FLOOR 1/4"PER FT SLOPE SCH 40 mal PVC OR GALV STEEL SLEEVE Ea .(5ea)263326 ADD SEISMIC BRACING SECURE TO PARTITION v,o(om mo..79 AS REWIRED ESCUTCHEON PLATE WHERE EXPOSED comae. INSULATION AND JACKET � L 1 1/2"12 GAGE SEWER GASES 20 GAGE FLASH FLANGE + w E'E"' CHANNEL OR 2"z2'x1/2'ANGLE PIPE 1.CUT TO TIGHTLY FIT EACH PIPE ~ IT 1/Y'GOLD WATER UN SQ< V 1"MAX,J 2.SIZE AS REOUIED SEAL WITH PAINT ALL SIDES SIDE VIEW 3.FINISH PAINT TO MATCH ADJACENT WALL AREAS a— ADJUSTABLE CLEVIS HANGER TRAPEZE HANGER FOR UP PROVIDE AND INSTALL DISTRIBUTION UNIT AS NEEDED. 4.FASTEN TO WALL WITH FLATHEAD SCREWS a TYPE 1 IN SPECIFICATIONS TO 1000 lB.UNIFORM TOAD PROVIDE AND INSTALL 12"X12"ACCESS PANEL NOTE WHERE PIPING IS EXPOSED AT FINISHED WALLS,FLUSH O ° �1 PIPING SUPPORT s ACCESSIBLE TRAP PRIMER VALVE s OME PLATE. PIPEMPENETRATION THOUNT SLEEVE AND PROVIDE ESCUTCHEON ROUGH WALLS 3 pq,p NOT TO SCALE P4.0 NOT TO SCALE pq,0 NOT TO SCALE 2 1 1 E ANCHOR BOLT,TYPICAL 3 3 3 ANGLE CUP(DOUBLE) ORIENT TO DECK SPAN. FIELD 3 DRILL HOLES IN ANGLE CUP FOR ANCHOR BOLTS TO SET 3 d 1 2 IN DECK TROUGH 3 2 �3c LONGITUDINAL ANGLE BRACE SLOPE 1:1 TERMINATE 10'-0'FROM ANY OUTSIDE AIR INTAKE OR OPENABLE WINDOW.2'-0"MIN + — 1 FROM ANY WALL OR STRUCTURE. �1 BRACE HANGER RODS OVER 3'-0"LONG WITH 2"z2"z1/2" /� VERTICAL ANGLE BRACE WELD 1"AT 24"SPACING 6 TRANSVERSE ANGLE BRACE J 5 •n SEALANT 4 BOLT WITH CUT WASHER �M Fj COUNTER PUSHING SLEEVE PACK SPACE FIRE BETWEEN PIPING AND PENETRATION OPENING WITH MATERIAL APPROVED BY UNDERWRITERS NCE LABORATORIES FOR THROUGH PENETRATION FIRE STOP SYSTEMS.MATERIALS,METHODS,AND INSTALLATION SHALL BE IN ACCORDANCE WITH UL APPROVED LASTING AND W SHALL BE DESIGNED TO ACT AS A FIRESTOP AS WELL/S A COLD SMOKE,NOXIOUS GAS AND WATER SEMANT.SUBMIT USITNG NUMBERS � HEIGHT PER LOCAL AND DETAILS FROM UL FIRE RESISTANT DIRECTORY FOR ALL SUCH SYSTEMS TO BE USED.INSULATE PIPES 3 FEET TO EITHER SIDE OF 12 GA CUP PIPE SLEEVE OVER BOLT �l�/ CODE 12"MIN 4LBS SEAMLESS LEAD FLASHING PENETRATION WITH MATERIAL SPECIFIED IN THE UL FIRE RESISTANCE DIRECTORY IF REQUIRED TO OBTAIN THE T—AND F—RATINGS. 2 lt7 Q>Q STEEL REINFORCED BOOT 01 WALL AND FLOOR W> I O PIPE OR INSULATED PIPE J W -Z ROOFING HOT MOP O3 FIRE BARRIER—"3M PRODUCTS INC."FIRE BARRIER CAULK CP25 WEll MOLDABLE PUTII'+,FIRE BARRIER 2D01 SILICONE SEALANT PIPE ANGLE BRACE' BOLT TO ANGLE CUP�� ANCHOR BOLTS oo Q Q SIZE ANGLE OR INSERTS �I1LJ,,LJF'II Q =H ® PIPE COVERING FOR FLAME RETARDANT POLYPROPYLENE PIPING FIRE STOPPING ASSEMBLY. 2' 2"x2"16 G4 1 x3 /2' 3'x3"x1/2"z1'-4" 1/2 O STEEL COLLAR FOR FRPP FIRE STOPPING ASSEMBLY. 3,4 2"x2"16 GA. 1/2' 3' 'x1/2'x1'-4' 1/2 ��7 W © PACKING MATERIAL FOR FRPP FIRE STOPPING ASSEMBLY. 5,6 2.5x2.5"16 CA 1/2" 5N3"x1/2"x1'-4' 1/2 UV Q 0 p USE FOLLOWING APPLICABLE UL SYSTEMS FOR THE CONSTRUCTION TYPES LASTED. 8 3"x3"12 GA. 1/2' 2-5x3x1/2x1'-4' 2 ROOF DECK 10 3"x3'12 GA 1' 2-5x3x1/2'x1'-4' 2 10"SKIRT � CONSTRUCTION TYPE THROUGH PENETRATION FlRESfOP SYSTEM NUMBERS * VENT PIPE,SEE PLANS FOR SIZE 2"x 2"x12 GA CHANNEL MAY BE USED CONCRETE FLOORS C—AI-5002(1 HR),C—AJ-5003(1 HR) BENT PLATE OF EQUAL THICKNESS MAY BE SUBSTIMED FOR LONGITUDINAL ANGLE CUP TO FACRITATE ANCHORAGE TO SLAB TROUGHS. PROVIDE EQUAL NUMBER OF CONCRETE OR MASONRY WALLS C—AJ-5002(1 HR),C—AJ-5003(1 HR) ANCHOR BOLTS TO THAT SHOWN. PROVIDE MINIMUM EMBEDMENT OF 1 1/2"ABOVE TOP OF META.DECK FOR ALL ANCHOR BOLTS. PERMIT SET s VENT THROUGH ROOF s PENETRATION FOR FIRE RATED WALLS AND FLOOR 2 SEISMIC SUPPORT FOR PIPES 06.01.15 pq,0 NOT TO SCALE pq,0 NOT TO SCALE P4.0NOT TO SCALE CHECK VALVE 3/4" PLAN _ NORTH HOT WATER THERMOMETER —1 PG RCP pp PRESSURE F GAUGE TYP 1.ALL FINAL FINISHES INCLUDING 12"SQUARE TYPE 'B' �H� L,O --i,y� HOT WATER COLORS(SMOOTH WITH NO FLUE RETURN TEXTURE)SEE ARCHS.PLAN FOR FINISHES. [ENCLOSURE SHEETMETAL INSULATE VOID TO PREVENT CONDENSATION 2.APPROVED FLOOR COVERING TO WALL � COLD WATER EXTEND UP THE WAL CONRUOUSLY L 4'WITH 3/5'RADIUS COVE BALL �H / BALL VALVE, 3 4" TYP FINISH,RE ARCH. 3.ALL CONDUIT,PIPES AND WASTE ONES TO BE WITHIN THE WALL —GASKEfED FASTENERS MINIMUM 2 FASTENERS PER SIDE GYPSUM UNION, TYP WALL BOARD 4.ALL VALVES MUST BE ACCESSIBLE HOSE BLEB 3/4" EXPANSION TANK. WITH BUILT—IN I-0 MOUNT ON WALL OR VACUUM BREAKERS MAINTAIN I I SUSPEND FROM EXCEPTIONS WILL BE GRANTED ONLY IF SO STATED MANUFACTURER'S STRUCTURE IN THE CMC,CPC,CBC,AND CEC. IF SOLID 1"FIBERGLASS INSULATION RECOMMENDED WALLS,SUCH AS CONCRETE BLOCK ARE USED, CLEARANCE. FURRED,FLAT STUD FUR THE WALLOUT TO CONCEAL THE CONDUIT, 16"MINIMUM ASME CODE PRESS— CHASE WALL PIPES,ETC, WOOD NAILER AND CURB UNISTRUT, TYP TEMPERATURE RELIEF WOOD CURB ANCHORED TO SECURELY VALVE, PIPE FULL oa WATER ROOF DECK REINFORCING BOOT FASTEN TO SIZE TO FLOOR DRAIN. CONDUIT MIN. 3USTUDS TILIZE (EXISTING)FW —lj a lB SEAMLESS,LEAD ROOF FLASHING ASSEMBLY METAL 1"STRAP AT GAUGE ROOF LINE FOR MOUNTING SET ® 120'F 1/3 POINTS. SECURE STRAP 10 TEST PLUG TO UNISTRUT ON WALL WASTE FROM GAS TO MEET SEISMIC ZONE CEM LINE CONTINUOUS COVE SUPPLY 3 & 4 REQUIREMENTS. BASE W/3/6' RADIUS COVE 3/4"COLD WATER PIPE HUNG BELOW ROOF 3"DWAETER ROOF PENETRATION" GAS HOSE BIBB DRAIN PRESSURE 4"MINIMUM REGULATOR DRAINPAN DRAWN BY R&W 1"FIBERGLASS INSULATION INSULATE PIPING GAS COCK 3/4" DRAIN FROM CHECKED BY DJ BELOW THE ROOF DECK TO AVOID CONDENSATION aI �� DRAINPAN TO F.D. DRT LEG FINISHED FLOOR JOB#: 15-040 SEA.ALL AROUND PENETRATION WITH COMPATIBLE ROOF CEMENT MIN. 6" NOTE: PLUMBING PREMANUFACTURED SEISMIC RESTRAINT SYSTEM DETAILS r TYPICAL PIPING IN WALL a HOSE BIBB ON ROOF APPROVED. SUBMIT WITH REVIEW SUBMITTALS. pq,0 NOT TO SCALE p4.0 NOT TO SCALE 1 GAS WATER HEATER P4.0 NOT TO SCALE P4.0 CITY OF ARLINGTON ` 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 123 E BURKE AVENUE Permit#: 738 Parcel#: 00461803000100 PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Scope of Work: Grocery Store Valuation:48735.00 OWNER APPLICANT CONTRACTOR SHOPPING CENTER PROP OF CPI Plumbing CPI PLUMBING&HEATING ARLINGTON LLC PO BOX 271 1900 Railroad Avenue 1900 Railroad Ave BURLINGTON,WA 98233 Mount Vernon,WA 98273 Mount Vernon,WA 98273 360-428-5636 360-428-5636 LIC:604 909 749 EXP: 11/30/2026 LIC:CPIPLPH780MI EXP:08/29/2026 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR CPI PLUMBING&HEATING PO BOX 366 MT VERNON,WA 98273 360-428-5636 LIC#: EXP: LIC#:CPIPLPH850MN EXP:7/15/2017 JOB DESCRIPTION PERMIT TYPE: COMMERCIAL PLUMBING CODE YEAR: 2012 STORIES: 1 CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC 110/IRC 110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. 07/29/2015 Applicant Signature Date Building Official Date CONDITIONS Adhere to approved plans. Call for inspection 360-403-3417. The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations.The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community.The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction.The property owner shall ensure that the construction project complies with all applicable design review requirements. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 09/18/2026 Photocopies $28.00 Total Due: $28.00 Total Payment: $28.00 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon INSPECTION INFORMATION Pass/Fail C20.BUILDING FINAL Approved Permit#: 738 Permit Date: 07/23/15 Permit Type: COMMERCIAL PLUMBING Project Name: Grocery Outlet Applicant Name: CPI Plumbing Applicant Address: 1900 Railroad Avenue Applicant, City, State, Zip: Mount Vernon,WA 98273 Contact: Michael Fox Phone: 360-428-5636 Email: fox@cpiplumbing.com Scope of Work: Grocery Store Valuation: 48735.00 Square Feet: 0 Number of Stories: I Construction Type: Occupancy Group: ID Code: Permit Issued: Permit Expires: Permit Form Type: Civic Plus Number: Status: COMPLETE Assigned To: Launa Black Property Parcel# Address Legal Description Owner Name Owner Phone Zoning SHOPPING 00461803000100 123 E BURKE AVENUE CENTER PROP OF or Groceries(With Without Meat) ARLINGTON LLC or Contractors Contractor Primary Contact Phone Address Contractor Type License License# CPI PLUMBING& 360-428-5636 1900 Railroad Ave CONSTRUCTION COA 604 909 749 HEATING CONTRACTOR CPI PLUMBING& 360-428-5636 1900 Railroad Ave CONSTRUCTION Labor&Industries CPIPLPH780M1 HEATING CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 11/19/2015 C20.BUILDING Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 07/23/2015 COMMERCIAL BUILDING PLUMBING 07/23/2015 COMMERCIAL No comments,LT PW-ADMIN-GIS PLUMBING An RPBA is required to be installed as premise isolation at COMMERCIAL the meter before any branched connections,alternately the 07/23/2015 PLUMBING RPBA can be installed inside the building before any PW-WAT-REV branched connection. Gus 07/23/2015 COMMERCIAL No issues FR PW-SEW-REV PLUMBING Fees Fee Description Notes Amount Photocopies Printing 2 sets of 7 pages $28.00 Total $28.00 Attached Letters Date Letter Description 07/29/2015 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 07/30/2015 michael fox 55442465 cc $28.00 Outstanding Balance $0.00 Notes Date Note Created By: 07/23/2015 Large plan set available in the review room.Any comments shall be redlined on original plans. Launa Black Uploaded Files Date File Name 07/23/2015 1198183-123 hmKYoaU1SNKNbHuB7RTA0 },pdf 07/23/2015 1198175-123 Commercial Plumbing 1Eduk2AKl8Z80P.pdf