Loading...
HomeMy WebLinkAbout123 E Burke Ave_BLD738_2025 Permit Details Date 7/23/2015 Permit Number 738 Review Information Review Date /23/2015 Type Commercial Plumbing Target Date7/30/2015 Completion Date7/24/2015 n RPBA is required to be installed as premise isolation at the meter before any branched Description connections,alternately the RPBA can be installed inside the building before any branched connection.Gus Statu pproved with Conditions Assigned ToPW-Wat-Rev Property Parcel#:00461803000100 SHOPPING CENTER PROP OF ARLINGTON LLC SHOPPING CENTER PROP OF ARLINGTON LLC PO BOX 271 123 E BURKE AVENUE BURLINGTON WA 98233 541 Groceries(With or Without Meat) Public Works • • _. Augusto Tararan Cross Connection Specialist/Senior Water Distribution Specialist Phone:360-403-3542 Cell:425-754-7438 gtararan@arlingtonwa.gov CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 ` PHONE; (360) 403-3551 BUILDING PERMIT Address: 123 E Burke Avenue Permit#:738 Parcel#:00461803000100 Valuation:48735.00 OWNER APPLICANT CONTRACTOR Name:SHOPPING CENTER PROP OF Name:CPI Plumbing Name:CPI PLUMBING&HEATING ARLINGTON LLC Address:PO BOX 271 Address:1900 Railroad Avenue Address:PO BOX 366 City,State Zip:BURLINGTON,WA 98233 City,State Zip:Mount Vernon,WA 98273 City,State Zip:MT VERNON,WA 98273 Phone: Phone:360-428-5636 Phone:360-428-5636 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name:CPI PLUMBING&HEATING Address: Address:PO BOX 366 City,State,Zip: City,State,Zip:MT VERNON,WA 98273 Phone: Phone:360428-5636 LIC#: EXP: LIC#:CPIPLPH85OMN EXP:7/15/2017 JOB DESCRIPTION PERMIT TYPE: Commercial Plumbing CODE YEAR: 2012 STORIES: I CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL 1 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. IBCl10/IRC110. 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 c� 'ty of Arlington 3101. ignature Pint Name( Date Released By ! ate CONDITIONS Adhere to approved plans. Call for inspection 360-403-3417. THIS PERMIT AUTHORIZS 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 7/29/2015 Photocopies $28.00 Total Due: S28.00 Total Payment: Balance Due: 28.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 4'f3 When calling for an inspection please leave the following information: l Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Zed -P2aj/� `ems&+ • IIs InformationPermit Date 7/23/2015 Permit Number 738 Project Name Grocery Outlet Applicant Name CPI Plumbing Applicant Address 1900 Railroad Avenue City, State,Zip Mount Vernon,WA 98273 Contact Michael Fox Phone 360-428-5636 Email fox@cpiplumbing.com Permit Type Commercial Plumbing Site Address 123 E Burke Avenue Valuation 48735,00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 1 Proposed Use Grocery Store Assigned To Launa Peterson Property Information Owner Information Parcel#:00461803000100 SHOPPING CENTER PROP OF ARLINGTON LLC SHOPPING CENTER PROP OF ARLINGTON LLC PO BOX 271 123 E BURKE AVENUE BURLINGTON,WA 98233 Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# CPI PLUMBING&HEATING 360-428-5636 CONTRACTOR Labor&Industries 7PIPLPH850MN Review Date Type Description Target Date Completed Date Assigned To Status 7/23/2015 Commercial Plumbing /30,2015 Kevin Olander In Review 7/23/2015 Commercial Plumbing 7/30,2015 PW Admin Rev In Review 7/23/2015 Commercial Plumbing 7/30,2015 PW-Wat-Rev In Review 7/23/2015 Commercial Plumbing 7/30,2015 PW-Sew-Rev In Review Fee Description N• - 341.81.00.0 Printin 2 sets of 7 pa a $28.00 Notes Date Note 7/23/2015 Large plan set available in the review room Any comments shall be redlined on original plans UploadedUpload File Date File 7/23/2015 10:17:27 AM 1123 hmKYoaU1SNKNbHuB7RTA0 Lpdt 7/23/2015 10:16:02 AM 1123 Commercial Plumbing 1 Eduk2AK18Z80P. df 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: 12-5 P CcJ�� Parcel ID#:0056259 Lot#: 10 Subdivision: haller Project Description Icommercial 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: foxQa cpiplumbing.com Address:1900 railroad ave City:mt vernon State:wa Zip Code198273 Contractor:cpi plumbing Phone Number: 360 428 5636 Cell Phone:360 428 5636 E-mail: foxQa cpiplumbing.com Address:1900 railroad ave City:mt vernon State: wa Zip Code-98273 Contractor License Number:CPIPLPH850JN Expiration Date: y^6 -1 l (5 M 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 Received JUL 2 3 2015 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 Q 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 Steam Sprinkler ❑ Espresso Mach. ❑ Hydrotherapy Equip. ❑ Generators ElHot Tub/Spa ❑ w/chemicals ❑ Carbonated Bev. ❑ Dental Equip. ❑ Dye Vats ❑ Ice Machine ❑ Lawn Irrigation ❑ Fume Hoods ❑ Laboratory Equip. ❑ Pressure ❑ Coffee ❑ Well on Washers Urn/Espresso property ❑ Degreasers ❑ Autoclave/Sterilizers ❑ Cooling Towers ❑ Aquarium ❑ Decorative Fountain 0 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 0 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)? ❑✓ Yes ❑ No ❑ Don't Know 5. Does your business require a NPDES permit? ❑ Yes 0 No ❑ Don't Know I hereby certify that the above information is correct and that the construction on.. and the occupancy and the use of the above- described_properh ��i!!hP ^,a ordanpe with the laws..rules and regulation of the State of Washington. �!cGc'�iGZeL f0� 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 COMMERCIAL PLUMBING PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Adington, 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 1o. 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 18" X 24" scale, 1/4" 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 ABBREVIATIONS nrvs aE PROJECT DATA REUSE OF DOCUMENTS xs vw x au AeaxEvw. This doormen(and the Ideas ry AMIATE vayscrvrso wlmrv�xsyswec* - 8 ANTI--- _.p15.--DISABLED - - _----_-H.B. HOSE BIB_.. -- -P.LAM. PLASTIC LAMINATE- - --_STD-STANDARD -. .... ......... _-_-__ -_--__-_... _-_.. __ ___-_ _ --_.. _._-____ _.- ___-__--_--_. designs incorpamted,a and A.B. ANCHOR BOLT DN. DOWN HC. HOLLOWCORE PIAS. PLASTER STL STEEL instrument of professional as a, A.C. ASPHALT CONCRETE DR. DOOR HOWD HARDWOOD PLYWD. PLYWOOD STRUCT.STRUCTURAL PROPOSED SCOPE OF WORK: m,im is the p,apedy of Ale AIR CONDMONING D.S. DOWN SPOUT HDBD. HARDBOARD P.M. PRESSED METAL S.S. SANITARY SEWER INTERIOR REMODEL OF AN EXISTING XXXX SQ.FT.COMMERCIAL SPACE,RENOVATION FOR 1 GROCERY TENANT. Framework An httectu,e,Inc. ACC. ACCESSIBLE DWG. DRAWING(S) HOWE. HARDWARE P.M.F. PRESSED METAL FRAME SUSP. SUSPENDED antl is not to be usetl,in whole AGO UST.ACOUSTICAL H.M. HOLLOW METAL PNL. PANEL SYM. SYMMETRICAL gm(lcl�mw or in pad,for any reason without A.D. AREA DRAIN (E) EXISTING HORIZ. HORIZONTAL P.O.C. POINT OF CONNECTION the pant..,,, ndzation of ADJ. ADJUSTABLE EA. EACH HR. HOUR PR- PAIR T.C. TOP OF CURB ADJ.SH.ADJUSTABLE SHELVING E.J. EXPANSION JOINT HT. HEIGHT PROP. PROPERTY T&G TOUNGE B GROOVE CODE INFORMATION. Framework Archil-Wm,Inc. A.F.F. ABOVE FINISH FLOOR ELEC. ELECTRICAL P.S.F. POUNDS PER SQUARE TEL TELEPHONE AGGR. AGGREGATE ELEV. ELEVATION I.D. INSIDE DIAMETER FOOT TEMP. TEMPERATURE ALUM. ALUMINUM EQ. EQUAL I.E. INVERT ELEVATION P.S.I. POUNDS PER SQUARE THK. THICK APPLICABLE CODES' NATIONAL CODES APPROX. APPROXIMATE EQUIP. EQUIPMENT IS.A. INTERNATIONAL SYMBOL INCH THRESH.THRESHOLD 2012 INTERNATIONAL BUILDING CODE(IBC) ARCH. ARCHITECT(URAL) E.W. EACH WAY OFACCESSIBIUTY PT. PRESSURETREATED T.O.C. TOP OF CONCRETE 2012 INTERNATIONAL FIRE CODE(IFC) E%P- EXPANSION INSUL, INSULATION P.T.D. PAPER TOWEL TOE TOP OF FRAMING 20121NTERNATIONAL MECHANICAL CODE(IMC) (ou BD. BOARD EXT. EXTERIOR INT. INTERIOR DISPENSER 2012 INTERNATIONAL FUEL GAS CODE(NATURAL GAS) BLOC. BUILDING P.TR. PAPER TOWEL T.O.S. TOPOFSTEEL 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) BLKG. BLOCKING FDN, FOUNDATION J.H. JOIST HANGER T.O.W. TOP OF WALL 2012 WASHINGTON STATE ENERGY CODE JOB COP B.M. BENCH MARK F.F. FINISH FACE JT JOINT CI QUARRY TILE T.P. TOPOF PAVING 2012 WASHINOTCH CITIES ELECTRICAL CODE INSERTS(NEC) BTTM. BOTTOM F.E. FIRE EXTINGUISHER T.P.H. TOILET PAPER HOLDER ( B U.R. BUILT UP ROOFING F.E.C. FIRE EXTINGUISHER LAM. LAMINATE RO RADIUS T.P.D. TOILET PAPER 200EACCESSIBLENATIONAANDUSAONSER CONSERVATION AND FACILITIES(]CC/ANSI 117.1) CABINET LAM. LAVATORY R.D. ROOF DRAIN DISPENSER 2003 INTERNATIONAL ENERGY USABLE BUILDINGS CODE CAB. CABINET F.H.WS. FLATHEADWOODSCREW L.L. LANDLORD REBAR. REINFORCINGBAR TS. STRUCTURALTUBE Q 111r��J� CC. CASEWORK CONTRACTOR FIN. FINISH LT. LIGHT REF. REFERENCE TYP. TYPICAL WASHINGTON STATE AMENDMENTS O CEM. CEMENT FUR. FLOOR MAX. MAXIMUM RUNE. REINFORCED WAC 57-50 WASHINGTON STATE BUILDING CODE(IBC) CER. CERAMIC FLS'G FLASHING MESH A. MECHANICAL REG. REGULAR U.O.N. UNLESS OTHERWISE WAD 51-51 WASHINGTON STATE BUILDING CODE(IRC) - C.G. CORNER GUARD F.O.C. FACE OF CONCRETE MEMB. MEMBRANE RE IL RESILIENT NOTED WAD 51-52 WASHINGTON STATE MECHANICAL CODE(IMC) C.J. CONSTRUCTION JOINT F.O.F. FACE OF FINISH MFR. MANUFACTURER REQ'D. REQUIRED ONO- UNLESS NOTED w CLG. CEILING F.O.M. FACE OF MASONRY MIN. MINIMUM RO ROOM OTHERWISE WAD 5t-54A 51-57 ASHNSTATEFIRECODE(IFS) CITY OF ARLINt' T SLR. CLEAR RO.S. FACE OF STUDS MISS. MISCELLANEOUS RC. ROUGH OPENING UHF. UNFINISHED WA C 51-11C SASHINGTON STATE STATE PLUMBING CODE8 STANDAR ( C) ~ CNTR. COUNTER F.O.W. FACE OF WALL MO. MASONRY OPENING RWD. REDWOOD WAC St-11C WASHINGTON STATE ENERGY CODE U 77/ CO. CLEAN OUT F.P. FIREPROOF MRGB. MOISTURE RESISTANT R W L RAIN WATER LEADER V.C.T. VINYL COATED FABRIC TILE BUILDING DEPARTMENT A R L I N G T O N _ COL. COLUMN F.R.P. FIBERGLASS GYPSUM WALL BOARD V.C.F. VINYL COATED FABRIC Q CONC. CONCRETE REINFORCED PANEL MTL. METAL S.B. SPLASH BLOCK VERT. VERTICAL ZONING- OLD TOWN BUSINESS DISTRICT 3 u s COND- CONDITION Fi. FOOT OR FEET MTO. MOUNTED S.D. STORM DRAIN VEST. VESTIBULE CONST. CONSTRUCTION FTG. FOOTING M.T.P. METAL TOILET PARTITION SEC. SECURITY VT.B. VINVLTACKBOARD JURISDICTION' CITY OFARLINGTON gppR��/� E CONT. CONTINUOUS FUT. FUTURE SO SOLID CORE V.W C. VINYL WALL COVERING CTS K. COUNTERSUNK PURR. FURRING N.I, NOT IN CONTRACT SCHED. SCHEDULE 146 EAST HALLER AVENUE F.V. FI FURR N IFV WIL NUMBER SECT. SECTION W/ WITH HEALTH: SNOHOMISH COUNTY HEALTH DISTRICT DBL. DOUBLE GA. GAUGE NOM. NOMINAL SHT. SHEET W.C. WATER CLOSET �� D.F. DRINKING FOUNTAINAIN GAIDA GALVANIZED NT.S. NOTTOSCALE SMTG. SHEATHING WD. WOOD ;Ep l ARLINGTON WA 9822E DEPT. DEPARTMENT G.B. GRAB BAR O.C. ON CENTER SIM. SIMILAR W.H- WATER HEATER iI!{ 1 DTL DETAIL GC. GENERALCONTRACTOR O.D. OUTSIDE DIAMETER S.M. SHEET METAL W.M. WATERPROOF MEMBRANE DIAL BE DDIIAAGONAL P INLET G.I. GALVANIZED IRON OPNG.°OPENINGDOOVERHANG S EC'S.SPECIFCATIONSSMS REW WR. WATER RESISTANT BUILDING CONSTRUCTION&CLASSIFICATION. NOCXt/4tItQ1~Ir`.�/�y-© - - - - - - - - - GLU-LAM GLUE LAMINATED S.STL. STAINLESSSTEEL WW.F. WELDEDWIREFABRIC iAV1f7L IM __ PROJECT DIRECTORY QIM. DIMENSION DPP. OPPOSITE SO SQUARE WT. WEIGHT - OCCUPANCY GROUP: B --- --. CND. GROUND _ t 1 SPRINKLERED: YES �LLI!�Ga QQ AD1716©\�',D-BY THE-- "' ---- --'- -""----- - ----� --- GYP.BQ.GYPSUM WALLBOARD O/ OVER _ �JEi4 V7�a TN-F-i'l -a- v ,flra RESPONSIBILITY SCHEDULE -ARLINGTON WA TYPE UCONSTRUCTIONBUILDING HEIGHT MB MAXIMUM FINISH FLOOR LEV 1 STORY TENANT DESIGN TEAM DATUM FINISH FLOOR ELEVATION: 0.00' B�/`I•Dla fV�e'"W EVT�✓i� �` & 6 _ _ & 3 GROCERY OUTLET,INC. FRAMEWORK ARCHITECTURE 9 " SALES FLOOR 13,407 S.F. 2000 FIFTH STREET 107 SE WASHINGTON ST,SUITE 250 �~ 5 T 4 3 BERKELEY CA 94710 PORTLAND,OR 97214 �-. BACK OF HOUSE 4,527 S.F. (360)624-2815 (503)889-0604 RESPONSIBILITY SCHEDULE >< - - = REMARKS RESPONSIBILITY SCHEDULE REMARKS TOTAL TENANT SPACE' 17,934 S.F. FAX:(510)644-0152 CONTACT:DAVID HARDISTER - CONTACT:PAT DAVIS GENERAL CONDITIONS 4 FINISHES NOTE' all l.l;n(: P=RMITS AND FEES •.• ACOUS-"ICA_ CAING` TBAR - - GROCERY OUTLETS GC TO PERFORM ALL CONSTRUCTION PER GROCERY OUTLET APPROVED PLANS INCLUDING ALL ELECTRICAL, MECHANICAL, w 'ROGRLSSIV,AND FINAL-,EhN UP •'.• COn'R_TL SLALANI/FLOOR S'ATNNG •'• UTILITIES SERVING GROCERY OUTLET FIXTURES,FITTINGS.AND EQUIPMENT.GROCERY OUTLET TO INSTALL FIXTURES, SPECIAL INSPECTIONS •'• FEE_ FITTINGS,AND EQUIPMENT. STRUCTURAL PLUMBING REFRIGERAT_I.O_N ZC-4 SITEWORK AND DEMO WA I EA- ,OV- • • --- - --- _ - - - J' = j CND iAZ-NA' ABATEMENT lee I F I IDS TES IN RESTROOMS • • -- SYMBOL INDEX VLMK CONSULTING ENGINEERS R+W ENGINEERING,INC. SOURCE REFRIGERATION&HVAC,INC _ �- Q M ;Elnou ON - sI-E • NONE RE cERAnGI D fens • • 3933 SW KELLY AVENUE 9615 SW ALLEN BLVD.STE.107 800 E.ORANGETHORPE AVENUE - Q uT DCIAOI.I ON - BLDG. • • CYFSJIA B^,f RP,/ LX URF • • {' PORTLAND,OR 97239 BEAVERTON,OR 97005 ANAHEIM,CA 92801 _ W> xlnou ON - RDDF • • -J.nITED r-AIM Nc - X. PIOR • • - __ 1 (503)222-4453 (503)292-6000 (714)578-2380 W _j Z RE X INC • PAINTING - II ERICR • • -- CONCRETE SECTION NUMBER / CONTACT:KEVIN KAPLAN (503)726-3318 FAX:(714)578-2386 - w Q O ;LI M.NT REMOVAL • • I S AIRLESS S E • J ! O -NCI , • I SPECIALITIES A-` SHEETWHERE CONTACT:GREG KIENLE CONTACT:ERIC ICH _ F F U !R(I! A/.NG& MPROVFPAE�S • CARNGS \ASOPES JVn WRAPS • : CONCRETE SECTION IS DRAWN - - ------- -------- ----- --- ----------- - -- ?= EoZ • BLOCK SHEET INDEX �J A2KI1 JII.PING& SGNAGE •,• 1 R IXTIN.,ISH RS • • CONCRETE N_:PIOH S Cn CRIDS - • • A.C.PAVING A's SHEET WHERER - -- -- _.. -_ .....__- �-, �Q .. _1,1CL. WALK • lu SIGN ^rCS A KAG INSTALL. • • GENERAL INFO PLUMBING N( CR NDIVG • • IN NKM S'CNA<L • • END TITLE SHEET - DETAIL IS DRAWN P.O.1 LEGEND FIXTURE SCHEDULE 8 CALCULATIONS - N_N INTERIOR SLABS, POURBACKS AN AILCwAN,.E O= I R JJ.,-VISI'.I SYSTEMS • • G-0.02 GENERAL NOTES B EXITING PLAN IC,.SC.FT. • • CERAMIC TILE P-0.2 SPECIFICATIONS _ • • R CKING - N =AMR, WIRE MESH ARCHITECTURAL �Ai -I NO PLUMBING'Rc"NC.1-.Fc • • II/,DDInON r0/,ImvT PACKING - ]:JVNAGE RACKS • • ® OR BRICK LOCATION NUMBER P-0.3 GENERAL NOTES AND SEISMIC GUIDELINES P-2.0 PLUMBING FLOOR PLAN STRUCTURAL CONCRE-= .,• BACKING - �;Z ER SHELVING • • A-0.01 SITE PLAN P-3.0 PLUMBING ENLARGED PLAN AND ISOMETERICS MASONRY RE RCCl/ GRAB BARS PARTITIONS • • SAND MORTAR SHEET WHERE ENLARGED A-0.02 BUILDING ACCESSIBILITY DETAILS P4D DETAILS rMJ BRICK /M'.SC. • SIGN S7R` • • OR PLASTER PLAN IS DRAWN A-0.03 BUILDING ACCESSIBILITY DETAILS PERMIT SET CURBS - WHEEL S':;I`;; • • 'F KEELED S-;;)AGE SHELVES (M!SG., MELAMINE` • • A-7.00 DEMOLITION PLAN METALS TCI"T ACCESSORIES • • A-1.01 FLOOR PLAN MECHANICAL 06,01.15 SO,!ARDS • • WINE TA3_--S AND RACKS • • AGGREGATE ELEVATION NUMBER A-1.02 MEZZANINE PLANS M-1 HVAC EQUIPMENT SCHEDULE CARPFNTR - EXT ROR NL-ALS • • .�5 NEEDED A_x SHEET WHERE A-1.21 REFLECTED CEILING PLAN M-2 HVAC FLOOR PLAN PLAN ELEVATION IS DRAWN AA 41 ROOF PLAN M-3 HVAC ROOF PLAN NORTH CARPENTR" - I\FIO AI"cL5 • • COLUMN \\RAPS EQUIPMENT e A-2.01 EXTERIOR ELEVATIONS M-4 ENERGY MANAGEMENT&WIRING DIAGRAMS COLD FORM:C 11IF-N FIRM NC I ADCASTER i •'• EARTH -.01 INTERIOR ELEVATIONS AND ENLARGED PLANS M-5 EQUIPMENT INSTALLATION&ELECTRICAL DETAILS DAI IIROOVS SI.Of,IwA IS'itEi NG • • BAG RACKS • • IiI'1111 A-402 INTERIOR ELEVATIONS AND ENLARGED PLANS COPNL GUARDS •'.• BALER •'• OY EQUIPMENT NUMBER A-5.01 DETAILS -- MFTA FCK O- APPLICABLE CHCCKSTANDS • • METAL A-5.02 DETAILS REFRIGERATION META to I.INGS • • CCNVEYING SY TAMS • • A-5.03 DETAILS-SHELVING -.-- S1E-L VISCELLANLOJ:; • • EXI. SIGNAGE CABINS. B:IILDING •'• PLYWOOD PARTITION TYPE A-6.01 FINISH SCHEDULES R-10 FIXTURE,PLUMBING,REFRIGERATION& A5.02 FINISH SCHEDULES ELECTRICAL FLOOR PLAN STE=L - STRUCTUR/,L • • E%TER'.OR SIGNAGE- PYLON • • GYPSUM BOARD R-2.0 REFRIGERATION SCHEDULE,ELECTRICAL STE-1 N-W OIFVNG FR'M-S •,• POS SYSTEM 1 •'.• KEYNOTE O STRUCTURAL REQUIREMENTS&DIAGRAM WIRING WOODS AND PLASTICS RF-RIC. - DAIRYD,SPLA`f BOX • • GLASS 000 5-0.0 STRUCTURAL NOTES 8 SPECIAL INFECTIONS R-3.0 ENERGY MANAGEMENT&WIRING DIAGRAMS EG D CnRpEV.R. EX.EROR NOOTS all . = REFRG. - DELI DISPLAY CASES •'• � - = BAD FOUNDATION PLAN R-4.0 REFRIGERATION EQUIPMENT DETAILS CARDF!R INT. WOCDS/LAST.^,S REFRIG. - FROZEN FOOD CASES WOOD FRAMING S-1.1 ROOF FRAMING PLAN• • ® REVISION NUMBER PVi 0 EVAC SYSTEM FLOOR PLAN =RAMIVC MATERIAL& S-IEA]H\13 REFRG. - FROZEN WALK--N •'.• (CONT.MEMBER) S-2.0 ELEVATIONS,FACADE,AND MEZZANINE PLAN PVi.1 EVAC DETAILS STRLC-JRAL FRAMING REFRIG. - N17AT DISPLAY CASES •i• -__ - 5-3.0 STRUCTURAL DETAILS PV7.2 EVAC DETAILS Ai_ ID SW \RL_W RK IN BREAKPCOU REFRIG- - PRODUCE D'SPLAY CASES • • SL WOOD FRAMING MATCH LINE S4.0 HVAC FRAMING PLANS AND DETAILS STATE OF wA5HIN0TON S 'LAN UNIFRS & rf VS RE FRIG, - SE'_F CONT C001_FR •I•STRUCTURAL GI_JE LAVIN E -I,13EP AMS REFRIG. - SELF COVT FREEZER • • (BLOCKING) ELECTRICAL WC^.D RALS ANF NA IRCTECTCN REFRIG. - WALK-IN IACI COO_ER • • E-0.1 INDEX,NOTES,LEGEND,DIAGRAMS&SCHEDULES Received THERMAL AND MOISTURE PROTECTION FURNI RINGS WOOD MEMBER DATUM,WVRK OR E-0.2 ELECTRICAL SPECIFICATIONS CEIAENTITIOUE S-JCCC • 1VIN'I, COVER.NGS BLINDS •'.• W I W T ® (FINISHED) CONTROLNUMBER E-0.3 ELECTRICAL SPECIFICATIONS Qumx - EXT. INSULATION &. -IVSH SISTEMS •'I• =ATcT.INc AS REQUIRED MECHANICAL E-0.4 PANEL SC LINE DIAGRAM JUL 2 s 2015 E-0.5 PANEL SCHEDULES ROOF'IATC-I ACCESS LADDER • • COMPRESSORS &CON DENS_ORS • • �I� \Iv INSULATION ANGLE E-1.0 LIGHTING PLAN 300E NG • SONDEnSORS SUPPORT AND S LEPERS •1• L E-2.0 POWER PLAN ROOFNC - PATCH • • COMPRESSORS RACK SEISMIC ATTACHVENT •',• E-2.1 REFRIGERATION POWER PLAN �fy7\'p CONDFVSOR PLATFO AI'CJRBG • • EVAC SYSTEM I • • DIAMETER OR E-2.2 DETAILS AND ENLARGED PLANS HF=I MEAL FLASHII- & CCPING •'.• A5 NEEDED HVAC - ROOF UNITS& _j R3S •I• ROOM NUMBER 0 ROUND E-3.0 ELECTRICAL ROOF PLAN _TESL SIDING HVAC S REENS A PLIC 3LE HVAC - SPLIT UNITS d.CURBS • • V • HVAC - INTERIOR DIS-R RUTION • • TIl-rvnL NSJ ATIOV - RAos •'I •,,.I• R''LAC:. OR MIS FREAIS-RNK_ERs O WINDOWTYPE 1 PERPENDICULAR DEFERRED SUBMITTALS VICINITY MAP -L----�_--- CAMAGCE OF MISSING DRAWN BY CE DOORS AND WINDOWS ELECTRICAL __ _ - ----_ _----__-- --.__. . CHECKED BY BP DOOR hARMVARE • . COMMUNICATIONS RHCN-: YS'-M` •'• # POUND OR NUMBER DOOR AUTOMATIC SYSTEMS lA DOOR NUMBER THE FOLLOWING ITEMSARE TOREWAND PPROVED TO HE •'• _I. �ROVIDEL. ELECTRICAL SERV CE CISTF13UTION • • BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR PROJECT JOB#: 15-040 DOORS TERIOR •i• _L �ROVIDEC ENERGY MANACCM-nT SYSTDAS • •- TO INSTALLATION. DOOR FINISH ONLY (EXTERIOR) • • FIRE A ARV SYSIEIJ • • 77 CENTERLINE LOCATION GRID LINE/NUMBER 1, FIRE MONITORING INSTALL OR MODIFICATIONS _ TITLE SHEET DOORS nTL121CR •'• LIGHTING • • PLATE OR DOORS ROE_-VP hPL.GH- •'• REPAIR AS NEEDFG SCCURIT SIST-CCTV& BURGLAR • • rr 2. FIRE SHALL EUND SPRINKLERS-NOTE SPRINKLER MODIFICATIONS WINDOWS n�:PPLIcgsL L ROVIDEO TRUCK _OAD.NG AREA V •.• F-X BROKEN O LC'INFJNUMBER SHALL BE UNDERASEPARATE PERMIT DOORS- TRA-FTC IVPAC- _ PROPERTY LINE •'• DOOR c MISCELLANEOUS OCENTER I 3. EXTERIOR SIGNAGE SKYLI�115 n0- APPLICABLE ADA COAI-_ANE 'SUI_OIN" R=FAIRS • • E ARTYfOR-: B,NNERS • • STOREFRONT GLAZING G0.01 DRINKING I NTAIN 7RP DNA MALL 10 • NORTH REUSE OF DOCUMENTS PLUMBING FIXTURE LOAD CALCULATIONS PLUMBING FIXTURE CONNECTION SCHEDULE 01 PLUMBING LEGEND aandd-ign,inis rpomnd eiaeas a aesiRns inoorporataa.as an insirumem of professional SANITARY F.U. WATER F.U. COLD WATER F.U. HOT MANUFACTURER CW COLD WATER ,is the property of FIXTURE ID QTY MARK FIXTURE W V CW HW TW REMARKS Framework Architecture,Inc. EACH TOTAL EACH TOTAL EACH TOTAL MODEL andis not-be used,in whole ----- - - -- HW HOT WATER in part,for any reason without 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 the wnnen authonzaeanat CADET PRO LEVER FOR RIGHT HAND TRIP LEVER 215AA.105, CADET FLUSHING - - - HWR HOT WATER RECIRC Framework Arohit cWre,Inc. UR-1 1 4 4 2.5 2.5 215AA.104 SYSTEM WITH BEMIS OPEN FRONT WHITE SEAT LESS COVER. SS SS SANITARY WASTE (ABOVE GRADE) LV-1 2 1 2 1 2 1 2 WC-2 WATER CLOSET 3 2 1/2 AMERICAN STANDARD FLOOR MOUNT, ELONGATED, WHITE, 1.28 GPF, LEFT-HAND TRIP ____ SS SANITARY WASTE (BELOW GRADE) ADA 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 FROM WHITE SEAT LESS COVER. _________ V VENT SS-1 1 3 3 UR-1 URINAL 2 2 3/4 AMERICAN STANDARD 18-1/2"WIDE,TWO WALL HANGERS, 3/4"TOP SPUD, 0.125 GPF G G NATURAL GAS (LOW PRESSURE) ENGINEERING.INC. ADA COMPLIANT WASH13ROOK BARRIER-FREE,ADA COMPLIANT WITH SELECTRONIC FLUSH VALVE MS-1 1 3 3 3 3 3 3 6590.525 MODEL 6063.013, 0.125 GPF, ADA COMPLIANT. OFL OFL OVERFLOW LEADER �8r.non ore^me^sioos P-1(5o31 t2sa3 LV-1 LAVATORY 2 1-1/2 1/2 1/2 KOHLER WALL-HUNG, WHITE VITREOUS CHINA, SINGLE CENTER FAUCET RWL RWL RAINWATER LEADER P� tso3n26-3 r DF-1 1 1 1 1 1 pN^w^a® ^s ^ ADA COMPLIANT KINGSTON K-2007 HOLE,WITH SYMMONS SCOT S-60-H FAUCET, 0.5 GPM MAX., HB 1 WITH TRUEBRO LAVGUARD 102. OD OD OVERFLOW DRNN 2.5 2.5 DWAYNE MHNSON ADDITIONAL 3 1 3 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 w 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 F UTILITY LOADS MSR 2424 TO RECEIVE CONDENSATE DISCHARGE FROM EVAC SYSTEM. z P.O.C. POINT-OF-CONNECTION p SANITARY SEWER (E) 4" 27 F.U. MS-1 MOP SINK 3 2 1/2 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 COL)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 HWUACP8L FRONT AND SIDE PUSH PADS FOR ACTIVATION,BUILT-IN 100 ® - ADA COMPLIANT MICRON STRAINER, REQUIRES ELECTRICAL OUTLET. DN PIPE DOWN FD-1 FLOOR DRAIN 2 1-1/2 - - ZURN 6"x6"SQUARE STRAINER, PIPE SIZE AS SHOWN ON PLAN, DN PIPE TEE DOWN 7-415S WITH 1/2"TRAP PRIMER CONNECTION. a BV BALL VALVE FS-1 FLOOR SINK 2 1-1/2 - - COMMERCIAL ENAMEL 1/2 GRATE W/TRAP PRIMER CONNECTION. 1� CV CHECK VALVE 906-2 FCO FLOOR CLEANOUT - 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 L PRODUCTS OUTLET', PROVIDE AND INSTALL ACCESS PANEL 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 n SWEAT FITTING, 3/4"MALE HOSE THREAD NOZZLE. rJ FWH-11 PLUMBING FIXTURE MARK NO. SEE PLUMBING HB-2 HOSE BIBB - - 3/4 - MIFAB VACUUM BREAKER FOR ANTI-SIPHON PROTECTION, NON-FREEZE, FIXTURE CONNECTION SCHEDULE. p MHY-10 MOUNT HOSE BIBB 24"ABOVE FLOOR NEAR FRONT ENTRANCE. O SHEET NOTE Z N HB-3 HOSE BIBB - - 3/4 - WOODFORD VACUUM BREAKER FOR ANTI-SIPHON PROTECTION, AG ABOVE GROUND N.I.C. NOT IN CONTRACT O W N 24P MOUNT HOSE BIBB 30"ABOVE FINISHED FLOOR. O to Q rn AFF ABOVE FINISHED FLOOR DS DOWN SPOUT <Q PRV-1 PRESSURE - - 1/2 - WATTS COORDINATE WITH REFRIGERATION CONTRACTOR FOR EXACT BG BELOW GROUND (E) EXISTING Cc� W J REDUCING VALVE 123LP LOCATION, SET MAXIMUM WATER PRESSURE SUPPLY TO 20 PSIG. oo w J Z CFF CAP FOR FUTURE VTR VENT THROUGH ROOF FCO FLOOR CLEANOUT SAE - - - ZURN SAME AS PIPE SIZE, BRONZE COVER. I.E. INVERT ELEVATION UG UNDERGROUND I-�T- O O F SIZE AS pp (N) NEW W zi WCO WALL CLEANOUT SAME - - - ZURN SAME AS PIPE SIZE, POLISHED BRONZE. Q PIPE zN-146e MATERIAL SPECIFICATIONS r S12E O BFP-1 REDUCED PRESSURE - - 3/4 - WATTS BRONZE BODY,AWWA STD C511-92 COMPLIANT, WITH BRONZE " p0 ZONE ASSEMBLY 909OT-S STRAINER,WITH 909AG FIXED AIR GAP FITTING. J0 tp Q Q Q EEW EMERGENCY EYEWASH - - - OR- GUARDIAN PORTABLE EYE WASH STATION, SELF-CONTAINED UNIT SHOULD BE p� fi�`y yc. Ali G1540 INSPECTED REGULARLY. ,per R� SERVICES G� G� 0� �C` ^C` � REMARKS PERMIT SET WH-1 NATURAL GAS 3/4 1 A.O. SMITH 50 GALLON, 41 GALLON PER HR RECOVERY RATE AT 100'TEMP. COLD ABOVE GROUNE 06.01.15 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 GROUNI PLAN REUEF DISCHARGE TO SERVICE SINK VIA 2"AIR GAP. HOT ABOVE GROUN • 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 GROUN • MODEL 008 BELOW GROUN • Q1 BRANCH PIPE SIZE TO FIXTURE SAME AS CONNECTION SIZE SHOWN ABOVE UNLESS INDICATED OTHERWISE ON VENT ABOVE GROUN • DRAWINGS. BELOW GROUN • INDIRECT INDOOR • WASTE OUTDOOR • GAS CONNECTION SCHEDULE GAASSURAL INDOOR • RUSTENHBITIN OUTDOOR • PAINT TAG EQUIPMENT LOCATION MBH PIPE 2i 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 CONSIDERATION. AC-2 AC UNIT FOR SALES FLOOR ROOFTOP 150 1" 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" PDA PLUMBING LEGEND, SCHEDULES AND CALCULATIONS PIPE SIZE MBH P0.2 SPECIFICATIONS 3/4' 63 1" 119 PO.3 GENERAL NOTES AND SEISMIC RESTRAINT GUIDELINES DRAWIJ BY Raw CHECKED BY DJ 1-1/4" 244 P2.0 PLUMBING - FLOOR PLAN 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 dowmenl.and the ideas and designs incorporated,as an NOTES THIS SHEET meNamemofpretemonal ica is the property of O7 SEE SOURCE DRAWINGS FOR EVAC SYSTEM THIS AREA. Rnmework Aichitacb, ,Inc and is not to be ased,in whole O2 1-1/2-COLD WATER INTO BUILDING. or in Pon,foranyreeaonwithout the written aLrd izauon of 0 3/4-COLD WATER DOWN,TO BE CONNECTED TO VACUUM SYSTEM BY SOURCE. Framework Archlt-Wre,Inc. O GAS TO BE HUNG AT UNDERSIDE OF STRUCTURE. SEAL ALL ROOF PENETRATIONS WATER TIGHT. O ALL EXITING SANITARY ENGINEERING,INC SEWER LINES INSIDE OF BUILDING TO BE SCOPED, JET& ROW SNAKED AS NEEDED. DEMO EXISTING SANITARY UNES AS NEEDED. MAKE PROPER ENGINEERING, S"l INC CONNECTION TO EXISTING SANITARY SEWER INSIDE BUILDING. ae"ema,a"n.+ar e.wno as "woos O 2-1/2-GAS UP INSIDE FACE OF WALL TO UNDERSIDE OF STRUCTURE. SEAL WALL Fe."'Ism3Wl')s"'s 11]1s h6 PENETRATION WATER TIGHT. MOUNT PIPING ON WALL WITH UNISTRUT AT 8'-0"O.C. N.eraGry — 2 O 3"VENT THROUGH ROOF. TO-CW ' WTH S.O.V.AND PRV-1 (E)1-1/2"CWALL NEW FLOOR CLEANOUTS ANO EXISTING FLOOR CLEANOUTS SHALL BE FLUSH BELOW GRAD WITH THE NEW FLOOR FINISH. VIDE ACCESS18LE WHA M '1 SS-1 B -103 n 1 O9 3/4-COLD WATER DOWN TO HB-2,WITH BUILT-IN VACUUM BREAKER. INSTALL W HB-2 WITHIN 10'-0"OF AIR COOLED CONDENSER. (VERIFY LOCATION WITH G.C. i CO 8 - ® AND R.C.). s 3/_4" _ _ CD T CD - C i 1 10 1/2"COLD WATER ON.TO ICE MACHINE, DRAINAGE TO BE PUMPED TO EVAC < - v 1-1/4"CD (PUMFPED) - ---- -_--- _ SYSTEM i! + , HUNG BELOW RD�-F DECK , �3/4" I / (1R SLOPE/FT,)I I + 4" I I 1-1/2 O FROM TO UNIT(FLEX .9 _ _T _—_—_ -1 tl I METER—I PIPING LAST 4 AC 1-� (0 ROOF) 12 INCHES) III 1 eI I GAS COCK `Y "-i (150 MBH) L...._.T I �� ' L L©'y 9` GAS METER COORDINATE 1-1/4- 4 3 3 4 1-1/4" -CU - SERVICE& LOCATION / O� ' 1-1/2"O4 2' O 3/4"BELOW ROOF DECK I< _ I WITH LOCAL UTILITY. '-{\`DIRT LEG 1R SLOPE/Fr.) -- _ GAS CONNECTION DETAIL 2,O TO OOM © 2 3 4" co P2.0 NOT TO SCALE I I O / FS-1 O1 1 1 3" RCP- ET-1 IJ—' OI O I WH-1 (EXISTING) -1/4"CD PUM ED) 3/ GAS ° W 1 1/4® 4 1-1 4" LING BELO R F ECK 4"� 1 2 COCK Z N 1R SLOPE FT.) 1" N INOD UNIT(FLEX 0 LU PIPING LAST 12 Q INCHES) » Lu W z FLASH AND io f� W J Z SEAL ROOF p w Q O PENETRATION +_✓—DIRT O I I I _3/4" LEG p ~U)Z_ I O6I{� Q I I I EAT COOLE LU J 3/ BEL W ROOF ECK �—,vI I ° Q (1 SLO E/FT.) I O VI O I FROM O METER GAS CONNECTION DETAIL r3"'t, (THROUGH ROOF) LLJ --- ---- /� Pz.o NOT TO SCALE PERMIT SET L R 06.01.15 �1 y I , nc I 1 .. PLAN 4d AC e II 11 Lp4 e I SAL OS FLOO CD 4" 50 MBH) L©�� II 4 I SqE SHEET P3.0 NORTH (150 MBH) - � I ®' I 3/4`BELOW ROOF DECK (1R SLOPE/FT.) ------ 2 O F -1 /4"CD \J UR WC-1 LIMPED U 1/2" LV-1 ❑ WILD EE I _ _ 1 11-1/4"CD (PUMPED)) Q DF- CO 8 1/2" , HUNG BELOW ROOF DECK c? (IX SLOPE/FT.) I I FC 4 1 2 /� n _ _—_ I FRO OFFICE " ACK OFFICE ENTRY 10 - pCOTG PUMPED UP I.E. _48' DRAWN BY R8W CHECKED BV DJ JOB#: 15-D40 r1 FLOOR PLAN —PLUMBING PLUMBING P2.0 SCALE:1/8-1'-0a FLOOR PLAN P2.0 REUSE OF DOCUMENTS This dow—t.and the ideas and designs inwrpoisted,as an ial snesrvru c a of p-party f is We property of Framework Ar e Inc. and is not to bee used, etl,in n whole in part,for any^�son without the written auth bon of \ ��1 F -work Archt-cWre Inc. AO 3/4" 2" III 3"VrR `y// 3/4" ENGINEERING,INC. —\2" %15 SwlAeg ale sSolvim 97 Ph-`oi ' 3" sm,zanaru' N1/2-J, P1.1-N.la ro E o ys we-2 I / we-2 I we-1 1. I 4j I �.f 2- TOILET � n 1 �,•'� ONCE WC-2 WC-1 I I t I q^ I ram) ,/zJl O / �,J( ^yam ,,••����I I LV7 �-1 L TOILET I,��l� UR 1 L�(4 1 L� I LV-1 f l�� 4'-/ yT o�FJw Iu�I• W. Z N D � am �1 PLUMBING- ISOMETRIC -WASTE AND VENT s PLUMBING-ISOMETRIC-DOMESTIC SUPPLY w P3.0 SCALE:1/4"=,'-O" P3.0 SCALE:1 4'=1-O In z n n 0 Of ` co Q O M PERMIT SET 06.01.15 PLAN WASTE AND VENT NOTES I , , , I DOMESTIC SUPPLY NOTES NORTH O1 SEE SHEET P2.0 FOR CONTINUATION. i - O7 SEE SHEET P2.0 FOR CONTINUATION. O 3"VENT THROUGH ROOF. O2 1/2-COLD WATER DOWN. 1 WC-2-— PROVIDE ACCESSIBLE WHA O i O4 1/2-HOT WATER AND COLD WATER DOWN. 4" I FD-1 I FD-1 O5 1"COLD WATER DOWN. O I O Mww WC-1 Mil �..1 I MEN 5 OWC-i LV-1 q" I yyl/Iy11=1V-j' 1 ' Lv-1 MEN 1 LV-1 LV-1 3 4 I 1 � w 4 I LWAY I DF-1 2 HA L WAY cD DRAT BV N'- CHECKEDBV DJ 2 PLUMBING-ENLARGED PLAN-WASTE AND VENT � PLUMBING- ENLARGED PLAN - DOMESTIC SUPPLY JOB#: 15-040 P3.0 SCALE:1 4 a1'-0 P3.0 SCALE:1/4"=1'-0" PLUMBING ENLARGED PLANS AND ISOMETRICS P3.0 REUSE OF DOCUMENTS This document and the ideas MAXIMUM PPE/WBING SUPPORT SPACING,FEET ACCSS93 E HALL VALVE SCH 40 PVC OR HORS: nsnumenl of Professional and ponn.,es an NOM. TNlU 1 1 7 4 1 1 2 2 2 1 2 3 4 V SECURE TO PARE ON 1.TP FOR NON-INSULATED PPE Framework Mchilaclura.Inc SIZE 1' / / / �COID WATER LANE 2.TYP FOR MASONRY OR CONCRETE WALL sannce stile property of PIPE 7 FT 7 7 B 70 11 I2 14 and is not to ba Uaeq in whole in part,for any r e son without the wriUen authonx Lon of Framework Architecture,Inc TUBING 5 FT I 7 B B I 10 12 CAULK AND SEAL AM LAR 1/2"COLD WATER LINE SPACE BETWEEN PIPE AND SLEEVE PIPE WITH OR WITHOUT INSULATION a NOTE:F'OR TRAPEZE HARDER TAKE SPADING OF SMVIEST SIZE ON TRAPEZE, ROW SPICING O HANGERN EACH CRODS WITH HANNEL �•AlA% TRAP PRIMER 13REAMR PORT'TEAL BAC6LOW PREVENIER , / VACUUM � ENGINEERING.INC. KANGER ROD,ATTACH TO STRUCTURE CAULK RAID SELL ANNULAR l�S e W A ien BiM.Cone iOr FLOOR DRAIN SPACE BETWEEN PIPE AND SLEEVE CONCRETE WALL ealmllT fi3)13� ADD SEISMIC BRACING [FINISHED FLOOR 7/4"PER FT SLOPE SCH 40 PVC OR DAILY STEEL SLEEVE Pecan( s)na.vze AS SEISRm // SECURE TO PARTITION "12160 c��,rvo i ESCUTCHEON RATE WHERE EXPOSED INSULATION AND JACKET 20 GAGE FLASH FLANGE H 1,"12 GALE n SEINER OASES w CHANNEL OR2•#•al/2'ANGLE COLJ.�� 1R' flPE 1.CUT TO TIGHTLY FIT EACH PIPE U 1"MAX.- 2.SIZE AS REQUIFD SEAL WITH PAINT ALL SEES SIDE.JEEE 3.FINISH PANT TO MATCH ADJACENT WALL AREAS ADJUSTABlLGEVIS FJNGER TRAPEZE HANGER FOR UP a PROVIDE AND IESEALL DISTRIBUTOR UNIT AS NEEDED. 4.FASTEN TO WAIL WITH FLATHEAD SCREWS Less 1N+E 1 W SPECTRA BONS TO 1000 lB.UNFORY IfYD PROVIDE AND INSTAL 12"X12"ACCESS PANEL O l NOTE:WHERE PIPING IS EXPOSED AT FINISHED WALLS,FLUSH MOUNT SLEEVE AND PROVIDE ESCUTCHEON CHROME ATE. s PIPING SUPPORT 6 ACCESSIBLE TRAP PRIMER VALVE s PIPE PENETRATION THROUGH WALLS pq.0 NOT TO SCALE pq.0 NOT TO SCALE pq.0 NOT TO SCALE ANCHOR BOLT,TYPICAL }�S J 3 J ANGLE CUP(DOUBLE),ORIENT TO DECK SPAN. FIELD v 1 2 IN DRILL H TROUGH 4� ANGLE CUP FOR ANCHOR BOLTS TO SET Less 2 LONGITUDINAL ANGLE BRACE SLOPE 1:1 TERMINATE 10'-0"FROM ANY OUTSIDE AIR MAKE OR OPENABIE WINDOW.2'-0'MIN + — 1 FROM AM'WALL Oft STRUCTURE 1 BRACE HANGER RODS OVER 3'-0'LONG WITH 2"#".1/2" VERIWAL ANGLE BRACE WELD 1"AT 24"SPICING 6 TRANSVERSE ANGLE BRACE 5 SFIJIWE t W BOLT WAIN CUT WASHER COUNTER FLASHING SIRE PACE SPACE FIRST PIPING AND PENETRATION METHODS,OPENING ND I MATERIAL APPROVED BY U COC)RRIIEAS LABORATORIES FOR LMMGTHROUGH SHALLPENEMATIONBED ICE STOP CT AS A RRESTDlB, LA AND INSTALLATION$HAIL BE IN ACCORDANCE WITH . APPROVED LISTING ANDNUMBERS N SITY11 TA S FROM TO ACT AS A AN DIRECTORY IRE AS WELL AS A SUCH SYSTEM INTO BE GAS AND WATER SEALANT.SUBMIT LISTING NUMBERS GNO CDEPER IfDGLL AND DETAILS FRG/ X FIRE RESISTANT I LATHE UL FOR ALL SUCH SYSTEMSICT TO IF USED.INSULATE PEES 3 FEET TO EITHER SIDE OF 12 GA CLIP PIPE SAFE DYER BOLT O O m CODE HEIGHT,2"MIN '���LEAD�� PENETRATION MAIM MATERIAL SPECIFIED N llff UL FIRE RESISTANCE DIRECTORY If REQUIRED TO OBTAIN THE T-AND F-RATIOS. O N �Q STEEL REINFORCED BOOT Q1 WALL AND FLOOR W 5 I O PIPE OR INSULATED PPE I/VCI W J Z ROOFING HOT MOP O FINE BARBER-'JM PRODUCTS INC.-FIRE BAKER CAULK CP25 WB+,MOLDABLE PARTY+,FIRE BARRIER 2001 S UCONE SEALANT S� ANGLE BRACE' BUT TO ANGLE CLIP" ANCHOR T$.. I�.I pJU0, zoPIPE COVERING FOR HATE RETARDANT POLYPROPYLENE RPNG FIRE STOPPING ASSEMBLY. 2• 2'#'16 G 1/2 3•.3.1/2.0--t• 1/2 nUn U)Z Q STEEL o=m FOR FIPP FIRE STOPPING ASSEMBLY. 3.4 2•0'to GA 1/2' 3.3•.1/2'.1'-4' 1/2 ©PICKING MATERIAL FOR FRPP FlRE STOPPING ASSEMBLY. 5,I 2.5'#b•16 GA 1/2 5'.3•.1/2'.1'-4• 1/2 O V Q fsE FOLIOWINKI APPLICABLE UL SYSTEMS MR THE cONBIRHOItoM TYPES LISTED. a 3.3 12 CA 1/2 2-5.3.1/2.1'-4 2 l0 O RDOF DECK 3•.3.12 GA T' 2-5A3k1/2".l'-4• 2 10"SKNf—� CONSTRUCTION TYPE71IKIUCI PENETRAAON IT—SYSTEM MIYBERS VEIN PPE,SEE PLANS ROTE 5� CONCRETE FLOORS C-AI-5002(I HR),C-AI-500.T(I HR) BENT 2MTE OF EQUAL THICKN"1,12 GA.CHANNEL WAY BE ESS SUBSTITUTED FOR LONGITUDINAL MOLE r CUP M FACILITATE NNCIOIWE TO SUB TROUGHS. PROVIDE EQUAL NUMBER OF CONCRETE OR MASONRY WALLS C-M-5002(I AIR),C-AI-5003(I HN) ANCHOR BOLTS TO THAT SHOW. A»PROVIDE MINIMUM EMBEDMENT OF 1 1/2"ABOVE TOP OF METAL DECK FOR ALL ANCHOR BOLTS. PERMIT SET B VENT THROUGH ROOF s PENETRATION FOR FIRE RATED WALLS AND FLOOR r2 SEISMIC SUPPORT FOR PIPES 06.01.15 pq,p NOT TO SCALE pq.0 NOT TO SCALE P4.0 NOT TO SCALE CHECK VALVE PLAN /-HOT"WATER NORTH THERMOMETER CP- Pc AAA PRESSURE GAUGE TYP 1.ALL FINAL FINISHES INCLUDING 12"SQUARE TYPE 'B' �I � L(�HIH(5F�+--f HOT WATER COLORS(5M"WIIFI NO FLUE \l RETURN TEXTURE)SEE ARCS.PUN FOR FINISHES SHEENUAL INSULATE VOID TO PREVENT CONDENSATION 2.APPROVED FLOOR COVERING TO ENCIOSU E WALL COLD WATER DOM UP THE WALL CONTIIDOUSLr L P MAIN 3/8'RADIUS COVE �L VALVE, �HI� 3/4" FINISH,RE:ARCH. J.ALL SCONDUff.BE PIPES AND WASTE 11N6 TO BE WITHIN ME WAIL �--GrSIfE1ED FASIFTEIS MINIMUM 2 FASTENERS PER SIDE WALL 4 ALL VALUES MUSE BE ACCESSIBLE NOSE gBB UNION,TYP 3/4" EXPANSION TANK. rnM BUILT-w E� MOUNT ON WALL OR WtpD 6RDVEER A M MAINTAIN I SUSPEND FROM RANED EXCFPRONS WILL BE C ONLY IFSO STATED MANUFACTURER'S — STRUCTURE 0 IN THE CMC,CPC,CBC,AN CEC. IF SOUS RECOMMENDED WALLS,SUCH AS CONCRETE BLOCK ARE USED, 1"FIBERGLASS INSULATION CLEARANCE. E CODE PRESS- FUR SAID FUR THE WALOUT TO CONCEAL THE CONDUIT, 16"MNMUM CHASE WALL PIPES,ETC. WOOD CURB WOOD HALER AND CURB UNISTRUT, TYP TEMPERATURE RELIEF WATER ANCHORED TO SECURELY VALVE, PIPE FULL n ROOF DECK REINFORCING BOOT FASTEN TO SIZE TO FLOOR DRAIN. WALL. UTILIZE (EXISTING) MIN WIDE 18 4 LB SEAMLESS,LEAD ROOF FLASHING ASSEMBLY METAL STRAP AT 1/PAGE CONDUIT MIN. 3 STUDS H-1 ROOF LINE FOR MOUNTING SET® 120'F POINTS. SECURE STRAP 10 TEST PLUG TO UNISTRUT ON WALL OU L FROM GAS TO MEET SEISMIC ZONE UOUS COS SUPPLY 3 h 4 REQUIREMENTS. 3::DIAME7ERROOF PDCMTION" GAS HOSE BIBB DRAN us covE 3/4"can WATER PPE HUNG BELOW'ROOF— PRESSURE DRAINPAN t'1INIWML REGULATOR I ORAVVN BY Raw 1"FIBERGLASS INSULATION INSULATE PIPING GAS COCK DRAIN FROM CHECKED BY DJ BELOW THE ROOF DECK TO AVOID CONDENSATION bI IH-7 DRAISPAN TO F.D. DIRT LEG FINISHED FLOOR JOB#: 15-040 MIN. 6" a SEA.ALL AROUND PEErmnDN WITH COMPATIBLE ROOF CEMENT NOTE: PLUMBING TYPICAL PIPING IN WALL _1 HOSE BIBB ON ROOF PREMAN SEISMIC RESTRAINT SYSTEM DETAILS APPROVEED.D. SUBMIT IT WITH REVIEW SUBMITTALS. pq.0 NOT TO SCALE pq,p 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 incerpenved,seen 1.00 - GENERAL b.2 1/2'or larger:Products shall be Polykan No. 1027 primer and Polykan No.910 tape coating, 10 mil,minimum C.Provide all taste specified hereinafter and as otherwise required. Provide oil test equipment,including teat pumps,gouges, instruments -tn,ment of professional P and and other is the progeny of 1.01 DESCRIPTION OF WORK 1"overlo required. equipment required.Pressure gauges used shall he graduated in increments not greater than 5 pounds per square inch.No Framework Arph party of Inc. Furnish all labor,materials,equipment and services and/or reasonably p g c.2"a d 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 testa in work quip required forincidental to the completion of the following the presence of the Owners representative and obtain then and ie not to be used,in whole necessary jurisdictional authority inspections. in part,for any reason without 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 o sections;If applied to the entire system,tightly close all thewnben authenzabon 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 in the point of overflow.If the system is tested in Framework Architecture,Inc. as shown. Copper water tube ASTM B88,Type"L",solder with 95-5 solder,lead-free type.Condensate drain piping shall be insulated sections,tightly plug each C. Plumbingfixtures,trim and accessories including installation and support. with 1/2"thick Armstrong Arnaflex,and sections butted firmly together. 9 Y 1 9 opening except for the highest opening of the section under test,and fill each section with water,but fast with 9 0 less than a 10' head of water.In testing successive sections,test of least the upper 10'of the next preceding section so that no joint D.Floating 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 teat of lase than a 10'head of water.Keep E.Caulking and sealing of floor and wall penetrations and formed shaft penetration,. G.Gas Piping:Galvanized steel,Sch 40 and fittings for outdoor.Block steel,San 40 and fittings far 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. RWV G.Access doors where shown or required by code. 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 untler a pressure of not less than 120 PSI. Piping must stand the test for a ENGINEERING.INC. H.Hangers,supports,and guide,. period of 24 hours without leaking. ^e„""n,al,res..,rev.someo,a• 1.Cleanup of debris antl final cleanup of drains,fixtures and a ie"w"e.areror p p equipment. 2.02 PIPE FLASHING F.Chlorination of the domestic cold and hot water piping systems in accordance with standard feeling procetlures and local health eeareno".oreso�eroos J.Record drawings and operating manuals. department requirements.Testing by a firm such as Bennet-Marine or equal.Submit certificate of satisfactory teat result.. sit""e esosi ns-seta K.License, permits and associated fees. G. U completion of testing,certify to the Architect,in writing that the ra: most mess as L.Cutting,drilling and g plumbing 4lbs.lead with counter flashing ring by Glance,Stoneman Engineering or approved equal. Pon p e y n g specified teat have been performed and that the installation g patching for all eurtaese in relation to lumbin work. complies with the specified requirements. M.Condensate drains for HVAC equipment,and gas piping. H.Gas piping system shall be tested with 10 PSIG air for eight hours. 1.02 RELATED WORK INCLUDED UNDER OTHER SECTIONS 2.03 VALVES A.HVAC and Electrical Work. 15500 and 16000 3.03 PIPING INSTALLATION w B.Fire Protection Work 15300(if applicable) A.Gate Valves:Red&White 204 or equal,3"and smaller. r B.Check Valves"Red&White 238 or equal,3"and smaller. 1.03 EXAMINATION OF SITE A.Make changes in F ze of pipe with reducing fittings;bushings will not be permitted except for bell shaped copper bushings. _ C.Ball Valves:Nib-580-70 or equal,3"antl smaller. B.Install dielectric in unions in water piping between copper piping and ferrous piping or equipment-Epee.or equal. _ A.Visit site before submitting bid and check location of all existing conditions which will affect this work,verify dimensions and u location.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. 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 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 atop valves in connection to Less 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. ,hall subsequently be made for any o extra expene or cls due to failure or neglectunder this requirement to make such F.Install unions adjacent to valves and where n to facilitate disassembly f urination,including f tricted working conditions or such other difficultiesvisually observed during to t. 2.05 PIP HANGERS AND SUPPORTS a jacen necessary y o piping. 0 Contractor is responsible for becoming completely familiar with the architectural and structural conditions and limitation a which will G.Escutcheon.:Ft exposed pipes passing through floors,wells or ceilings with escutcheons.Manufacture special sizes of escutcheon.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 some.Cut in round,rectangular or square space to provide a clean appearance acceptable to the architect. 3 indicated on the plans,specifications and required by the code. A.Superstrut,Grinnell,or approved equal. B.Installation H.Support piping independently of equipment to which it is connected. �-�- 1.04 DRAWINGS per manufacturer's recommendations. C.Pipe hangers shall have non-metallic felt or elostomeric liner or wrap applied to the pipe for electrolytic protection where L each j capper solder joints with 95/5 solder,or allies;clean surfaces to be joined Free of oil,grease,rust,or oxides and apply flux to The accompanying drawings shall be considered part a these specifications.Work and materials shown an the tlhe dra and not each joint before heating assembly. mentionetl a the specifications and e a shall be executed o as if specifically mentioned or shown in both.The drawings shall hangers and supports a used to support copper tubing or pipe. The liner or wrap atoll be designed to allow expansion J.Rough-in and make final connections to all other equipment furnished under other divisions,re plumbing connections. be considered as schematic m nature sand minor modifications of the work to comply with the structure as found shall be made. or contraction of the piping. quiring p g cis 1.05 RULES AND REGULATIONS 2.06 PIPE SLEEVES 3.04 SUBSTITUTIONS -' A. AJI work and material shall be in full accordance with the latest rules and regulations of the State Fire Marshal and other , applicable State and local rules and regulations.Nothing in these drawings or specifications shall be construed to permit work not conforming to these codes. Shall be provided to protect all piping through concrete and masonry walls.Annular between sleeves and A One or more makes of materials and methods may have been specified to establish the standard of quality,workmanship,finish and y� spaces pipes shall ty' be filled or caulked in an approved m r.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. desFur eh 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. odes gortllesa of whether shown or mentioned in these specifications of drawings. g y g C. All work and material shall be in accordance with the Landlord's Mech/Elect.Design Criteria.NI contractors shall obtain a copy 2.07 TEMPERATURE AND PRESSURE RELIEF VALVE B.Substitutions shall be requested in a written form and shall be accompanied with a signed statement that proposed substitution is equal, 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 by Owner,Architect,and Engineer. fnII1L�J^nL�J1n1II prior to bidding the jab.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. C.Contractor shall accompany 0 W t A. Submit for review to the Owner a complete and all-inclusive list of equipment and materials proposed for use(6 copies), request for substitution letter with a completed CSI Substitution Form include the comparison for following =Ch 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 Submit six blockline prints and one reproducible shop drawing showing proposed plumbinginstallation.Include sizes,location.and 2.08 SCALD GUARD PROTECTION LLI W other required Information to coordinate installation with other trades. 2.Dimensions a B. Within 5 days after award of contract,submit fi copies of a letter stating Provide and install lavatory scald 3.Listed and Delivery Schedule O Q 01 y c pi g any materials that contractor wishes to substitute,to ry protection for waste piping and hot water piping. 4.Listed and Approved. Q the Owner fora ravel.Include such information a �_ � pp ,manufacturer's name,type of material,certified ratings,overall appearance, and eceseary information to explain function and operation of material.All proposed substitutions shall be equal in quality,design, # J utility and appearance to material,e r 2.09 DOMESTIC PIPING INSULATION equipment a method specified. D.A written signed statement from the general Contractor shall accompany substitution request form assuring that: �oLUo � � Q O 1.07 AS-BUILT DRAWINGS 1.Dimensions has been verified with project conditions and has coordinated with other trades.Substitutions does not affect dimensions _ A. A set f plumbing A.Provide and install"insulation protection shield"for piping with foam or fiberglass insulation. shown on drawings.o p g plane will be fumiahed se the Contactor on which hs shall indicate the installation'as-built'as the work H Zprogresses.Upon completion of the work,s set o reproducible tlrawinga shall be obtained from the Owner of cost,and all B.Insulate all hot water piping(R-Value J)and indoor above ground storm drain with 1"thick fiberglass insulation. 2.He shall pay and burden the,oats for changes to the project including redesign,reanginserinq and review of substitution.Only one fn Z changes as noted on the record set of prints shall be incorporated thereon.This set of reproducibles,along with one set of C.Insulate all horizontal waste n Hun with 1-1 2":thick fiberglass insulation. engineering review time is allowed for each product substitution.Contractor shall be responsible for additional review time and shall pay J blueprints,shall be delivered to the Owner upon completion and before final acceptance of the piping( 9) / g Architect and En time at their professional rate schedule. pproject. D.Insulate all domestic water g 9inser's pro p Q piping aside the building or on roof. r0 1.08 GUARANTEE e E.Insulate water heater under tank with R-12 value insulation. 3.He has confirmed that the proposed substitution will have no adverse effect on other[rodeo,the construction schedule,or specified A The Contractor shall leave the entire installation in complete working order free from any detective material,workmanship or warranty requirements. finish.He shall guarantee to repair or replace,without charge,defects due to faulty workmanship or material for a period of one 4.He has confirmed that maintenance and service parts will be locally available for the proposed substitution. p year from the date of filing of the Notice of Completion. 2.10 CLEANOUT �] 1.09 OPERATION MANUALS AND OWNER INSTRUCTIONS E.Coat savings resulting from substitution shall be returned to the contract or the Owner if the substitution is permitted. A. Provide complete A.video in drainage shall be provided al the base of each waste stack and rainwater leaders.Additional a provided shall a p 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 135ndegrees.Cleonout must be provided o Three(3 copies of the manual shall be bound in hardback binders. exceeding g serving sinks or urinals.An approved t of 2-wit cleanout fitting F.No work Involving materials submitted for substitution shall proceed until written acceptance is received from the Owner.The Owner 1.the horizontal drain line outside t5R or more h length a type Y 9 final judge of acceptability of preferred substitutions. B. Provide instructions to Owner as to operation of all equipment.Instruction period to commence for minimum of two(2)hours shall he installed outside for o building at the lower end of a building drain and extended to grade. PERMIT SET Provide 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 PLAN Section of the Specifications. A.Provide onchors and straps to resist horizontal displacement due to earthquake motion. A Coordinate work with other trades to avoid conflict and to provide correct rough-in and connection for equipment furnished under other NOft7H 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.Strap.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. 2.00-MATERIALS Provide a 22 gage water tight drain pan,corrosion resistant,at the bottom of the water heater.Drain pan shall have a 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 B.Verify equipment dimensions and requirement.with provisions specified under this Section.Check actual job conditions before fabricating 2.01 PIPING approved in an approved receptor b means of an air en work.Report necessary changes in time to prevent needless work.Changes or odditions,subject to additional compensation,which are made pp u p y gad.A properly sized thermal expansion tank shall be provided of the without written authorization and an agreed price,shall be at the Contractors risk and expense. Building drain and vent piping materials shall comply with the local authority having jurisdiction.All sanitary system material.shall water heater.Hot water supply for the lavatories and hand sinks shall not exceed 110 degrees Fahrenheit temperature. be listed by an approved listing agency. A. Interior Underground Sanitary and Waste Piping: 2.12 TRENCHING 3.06 MARKING AND IDENTIFICATION Service weight bell and spigot cast iron or No-Hub C.I.pipe and fittings,complying with CISPI standards. A. A.All domestic cold water,hot water,sanitary sewer,sanitary vent,condensate drain,and natural gas piping shall have visible permanent B.Interior Suspended Sanitary and Vent Piping: therefrom. All trenches deeper than the footing of any building or structure and paralleling the same shall be of least 45 degrees labels at every 20 feet,the direction of floor level.The m e of the letters shown on table 6-1 below.Volvea shall be labeled with pen ry pi g: therefrom. 1.3'and Larger-Service weight bell and spigot or No-Hub C.I. stenciled or stamped metal togs bearing the name of the'system they carry. 2.2'and Smaller-Schedule 40 galvanized steel pipe with screwed durham cast 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 3.01 GENERAL y jointing(lead-free).Hot PIPE 512E(jNCHESI SITE OF LETTER(INCHES1 water piping shall be insulated with 1/2'thick Armstrong Arminflex or approved equal,and section butted firmly together. A Cast-Iron Hublsea with etainlese steel shielded coupling shall be supported horizontally at every other joint,unless over 4 1/2- 1 1/4 1/2 p o D.Outdoor above Ground Domestic Water Piping: fast,then support each joint adjacent to joint,not to exceed 18",brow at not more than 40ft.intervals,support at each 1 1/2-2 3/4 P�g' 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 shall be insulated with 1-1/2"thick Armstrong Arnaflex or approved equal,and sections butted firmly together. 3-2. 8- 10 2 1/2 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 slob,it shall be installed without joints.When joints am unavoidable,they shall be brazed. A Install piping generally level,free of traps and unnecessary bends,to conform 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 Rave and flow rate in gallons per minute.Transmit this information to the engineer before proceeding with the work. CHECKEDBY DJ JOB#: 15-040 SPECIFICATIONS P0.2 SEISMIC RESTRAINTS GUIDELINES FOR PIPING GENERAL NOTES REUSE OF DOCUMENTS This document,and the ideas and d"gns inmrponted,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 WADS, BEAMS,SLABS AND FOOTING WITH ice ewnr is the pmperty 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 Fr mk AhhiteoWre,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 beused,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 pan,for an^r.son without the written auln eon of 2.013 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. Fminawork ArchkscWro,Inc. 80 FEET UP TO 1.013.AND 40 FEET UP TO 2.013 FOR STEEL AND COPPER PIPE WITH WELDED OR BRAZED 30.ALL PIPES SHALL BE PROTECTED AT THE POINT THEY CROSS BUILDING EXPANSION JOINT, EITHER WITH AN EXPANSION 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 r 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.PIPE MUST NOT BE IN SOLID CONTACT WITH THE BUILDING STRUCTURE. ISOLATORS CONSISTING OF RESILIENT PIPE SLEEVE f �+ IN NOTE 2 GUIDELINES FOR PVC, PVDF, FRP, AND OTHER SPECIALTY PIPING, BRACE SPACING'S SHALL NOT EXCEED 1/2 AND INSTALLED AT NO ADDITIONAL COST TO THE OWNER.THE DRAWINGS INDICATE GENERAL LOCATIONS OF PIPING, ELEMENTS SHOULD BE USED IN CONJUNCTION WITH OR INTEGRAL TO PIPE CLAMPS OR HANGER WHEN SECURING PIPES TO 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 THE STRUCTURE.LAYOUT OF THE JOB. ENGINEERING, I e-u a..IoiNG,INC. islw er ee " REQUIREMENTS UNLESS SPECIFICALLY ENGINEERED OTHERWISE. 32.PLUMBING CONTRACTOR SHALL CONNECT ALL GAS PIPING TO ALL GAS RELATED UNITS PER PLAN WITH LISTED AND na".oo. -zoos 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. p�"oM"•Isid).sa- 4. TRANSVERSE RESTRAINT FOR ONE PIPE SECTION MAY ALSO ACT AS A LONGITUDINAL RESTRAINT FOR A PIPE SECTION OF (503)79taele 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 a�a"sw,w•e..oa� 33.FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING pox o zaeozsam OR TEE OR COMBINED STRESSES ARE WITHIN ALLOWABLE LIMITS AT LONGER DISTANCES. THOROUGHLY CLEANED AFTER COMPLETION OF THE PROJECT. OF THE WRIST.THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. Lvn°"" 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 ASSEMBUES 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 PROTECTED IN ACCORDANCE WITH THE BUILDING CODE. 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 r REQUIREMENTS ARE MANDATORY. 35.WHERE WATER PRESSURE WITHIN A BUILDING EXCEEDS 80 PSI,AN APPROVED WATER-PRESSURE REDUCING VALVE 7. PROVIDE REINFORCED CLEVIS BOLTS WHEN REQUIRED CONFORMING TO ASSE 1003 WITH STRAINER SHALL BE INSTALLED TO REDUCE THE PRESSURE IN THE BUILDING WATER - 5. THE CONTRACTOR SHALL SEE THAT ALL MATERIALS, INSTALLATION AND WORKMANSHIP IS PERFORMED IN ACCORDANCE WITH = 8. PIPING CROSSING BUILDING SEISMIC OR EXPANSION JOINTS, PASSING FROM BUILDING TO BUILDING, OR SUPPORTED THE LATEST EDITION OF ALL APPLICABLE CODES, LAWS, OR ORDINANCES OF THE STATE OF WASHINGTON,AND SNOHOMISH DISTRIBUTION PIPING TO 80 PSI STATIC OR LESS. u 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 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 36.DISINFECTION OF POTABLE WATER SYSTEM SHALL COMPLY WITH THE LOCAL AND THE OREGON PLUMBING CODE. `' i 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 L ADJACENT PIPING. 6. ALL WORK SHALL BE FURTHER PERFORMED IN ACCORDANCE WITH THE NATIONAL BOARD OF FIRE UNDERWRITERS,THE BACKFLOW PREVENTER IS INSTALLED MORE THAN 5'-0"ABOVE THE FLOOR, SPECIAL PROVISIONS MUST BE MADE. 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. 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 11.WHERE RIGIDLY SUPPORTED PIPES ARE CONNECTED TO EQUIPMENT WITH VIBRATION ISOLATION,THOSE CONNECTIONS WHEN THE CODE MINIMUM SIZE IS LARGER THAN THAT SHOWN. MUST BE CAPABLE OF ACCOMMODATING SEISMIC DISPLACEMENTS. CONVERSELY, WHEN SMALLER UNSUPPORTED PIPES SHALL PERFORM T GUARANTEE FREE FLOWING OF THE EXISTING WASTE LINE AND NOTIFY THE ENGINEER IF THE ELEVATION EXISTING INVERT ELEVAATIOTION T ARE CONNECTED TO RIGIDLY SUPPORTED EQUIPMENT(I.E., COILS, ETC.);THOSE JOINTS MUST BE CAPABLE OF B. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF CONTRACT PRINTS ON THE CONSTRUCTION SITE AT ALL TIMES, ON TIE-IN POINT IS NOT ADEQUATE TO MEET THE INVERT ELEVATION INDICATED ON THE PLANS. 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 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 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. SYSTEMS WHICH MAY RESPOND DIFFERENTLY DURING AN EARTHQUAKE. DO NOT BRACE A SYSTEM TO TWO INDEPENDENT L}� STRUCTURES SUCH AS CEIUNG 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 I��I• 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 SUBMITTED TO THE ENGINEER FOR FINAL REVIEW AND COMMENT.THE PRINTS WILL BE RETURNED WITH APPROPRIATE W COMMENTS AND RECOMMENDATIONS.THESE CORRECTED PRINTS TOGETHER WITH CORRELATED PRINTS INDICATING ALL THE 15.ALL OTHER PIPING 2-1/2` DIAMETER AND LARGER MUST BE SEISMICALLY RESTRAINED. 9 Z C'4 REVISIONS,ADDITIONS AND DELETIONS OF WORK SHALL FORM THE BASIS FOR PREPARING A SET OF RECORD DRAWINGS. 0 LU N 16.SEISMIC RESTRAINTS MAY NOT BE USED FOR ALL PIPING SUSPENDED BY INDIVIDUAL HANGERS 12"OR LESS AS 12.WHERE PIPING,AND OTHER PLUMBING APPURTENANCES PASS THROUGH FIRE PARTITIONS, FIRE WALLS, OR FLOORS, INSTALL O Q MEASURED FROM THE TOP OF THE PIPE TO THE BOTTOM OF THE SUPPORT WHERE THE HANGER IS ATTACHED. A FIRE-STOP THAT PROVIDES AN EFFECTIVE BARRIER AGAINST THE SPREAD OF FIRE, SMOKE AND GASES. FIRE-STOP D_'a> 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. It W> FLOOR, EXTERIOR WALL AND ROOF SEALS SHALL ALSO BE MADE WATERTIGHT AS APPROVED BY THE ADMINISTRATIVE LU J 17.THE 12"EXEMPTION APPLIES FOR TRAPEZE SUPPORTED SYSTEMS IF THE TOP OF EACH ITEM SUPPORTED BY THE AUTHORITY. 0 1 4 0: Q O TRAPEZE QUALIFIES. I�I'I - 1-I- 2� 13.ARRANGE AND INSTALL PIPING APPROXIMATELY AS INDICATED, STRAIGHT, PLUMB AND AS DIRECT AS POSSIBLE. FORM RIGHT I"" 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 U 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 a It 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 � (DQ 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 15.INSTALL HORIZONTAL PIPING AS HIGH AS POSSIBLE WITHOUT SAGS OR HUMPS. BE STAMPED ON ALL STRUT AND FITTINGS TO MAINTAIN TRACEABILITY TO MATERIAL TEST REPORTS. n 20.SEISMIC RESTRAINTS FOR PIPING SYSTEMS SHALL WITHSTAND A LATERAL FORCE EQUAL TO 5OX 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. PERMIT SET FOR SEISMIC RESTRAINT, LATEST EDITION. 17.WHERE CHANGES IN PIPE SIZES OCCUR, USE ONLY REDUCING FITTINGS. 06.01.15 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. IS.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 STACKS. NOBTH ACCEPTED EQUAL, WITH CHANNELS,ATTACHING CLIPS, PIPE CLAMPS,AND OTHER REQUIRED ACCESSORIES. 19.INSTAU-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. 00 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. 26.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 - 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. CHECKEY 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 10FT 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 P 0.3 AND EQUIPMENT.