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HomeMy WebLinkAboutPermit PG07-119 - CALIFORNIA PIZZA KITCHENCA PIZZA KITCHEN 150 ANDOVER PK W PG07 -119 Parcel No.: 0223100010 Address: Suite No: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us 150 ANDOVER PK W TUKW Tenant: Name: CALIFORNIA PIZZA KITCHEN Address: 150 ANDOVER PK W , TUKWILA WA Owner: Name: GIBSON PROPERTIES LLC Address: 401 ANDOVER PARK E , TUKWILA WA Contact Person: Name: GEET CHAND /NINA RAEY Address: 1342 BELL AV, STE 3K , TUSTIN CA Contractor: Name: ROMEK INC Address: PO BOX 1659 , EDMONDS WA Contractor License No: ROMEKI* 175NN DESCRIPTION OF WORK: PLUMBING AND GAS PIPING FOR NEW 6136 SF RESTAURANT. Value of Plumbing /Gas Piping: $190,000.00 Fees Collected: $1,226.25 Plumbing Bathtub or combination bath/shower 0 Bidet 0 Clothes washer, domestic 0 Dental unit, cuspidor 0 Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet doc: UPC -10/06 PLUMBING /GAS PIPING PERMIT Uniform Plumbing Code Edition: 2003 International Fuel Gas Code Edition: 2003 FIXTURE TYPE AND OUANTITY * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Phone: Phone: 714 258 -1808 Phone: 206 367 -5010 Expiration Date: 07/18/2009 Steven M Mullet, Mayor Steve Lancaster, Director PG07 -119 08/22/2007 02/18/2008 Plumbing (cont.) Building sewer and each trailer park sewer 0 Rain water system - per drain (inside bldg) 7 Water heater and/or vent 2 Industrial waste treatment interceptor, including 0 its trap and vent, except for Idtchen type 0 grease interceptors 0 0 Repair or alteration of water piping and/or water 23 treatment equipment 0 0 Repair or alteration of drainage or vent piping 0 7 Medical gas piping system serving (1 -5) 0 inlets /outlets for a specific gas 0 16 Medical gas piping (6 +) inlets /outlets 0 8 Gas Piping 1 Gas piping outlets (0 -5) 5 6 Gas piping outlets (6 +) 19 PG07 -119 Printed: 08 -22 -2007 Permit Center Authorized Signature: Signature: Print Name: doc: UPC -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: PG07 - 119 Issue Date: 08/22/2007 Permit Expires On: 02/18/2008 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or e performance of work. I • authorize ign and obtain this plumbing /gas piping permit. nn Date: V ? Steven M Mullet, Mayor Steve Lancaster, Director Date: 8 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PG07 -119 Printed: 08-22 -2007 Parcel No.: 0223100010 Address: Suite No: Tenant: 1: ** *PLUMBING AND GAS PIPING * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 150 ANDOVER PK W TUKW CALIFORNIA PIZZA KITCHEN PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: PGO7 -119 ISSUED 05/03/2007 08/22/2007 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R -3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor /ceiling assemblies and fire- resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. doc: Cond -10/06 * *continued on next page ** PG07 -119 Printed: 08 -22 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. doc: Cond -10/06 Date: -a pC -© PG07 -119 Printed: 08-22 -2007 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www.ci.tukwila. wa. us Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No Project No. `-0 Q '�O (For office use only) 160`7 -119 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: 022 "OW ' 0410 Floor: New Tenant: tg Yes ❑..No b %- Wei Pta Site Address: a FN M V G 2 p RAU- W Suite Number: Tenant Name: l ailif v net I I Pi? tkUrn Property Owners Name: 16fl\ Mailing Address: (DO Vi , Ctn \Y I�lvd. , 1I tlar Las IsY1gielyes C✓ '1 0 City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: bed (Mn rd ) 1.)1 r ri c Day Telephone: (1I4k) 251s trOS Mailing Address: 1 2 13e\ venue. 1 Suite- Tusii n 06 aZ City state Zip Fax Number:( ) L— 2401 E-Mail Address: g ee e thr tend ve{uomer4. cow) GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Jr 1GlWYYhTt DQSiC n A Gunstruc,tion y� Mailing Address: 5(a) tto rris n Avenue GC Y\ M i'T U2 City ((!!"" State Zip Day Telephonettg ( to 2-2 W Fax Number. L tar +) to7 . - (t0 3 Expiration Date: 5 - .pg- a00 e Contact Person: \A 4 1.er nn \ nnan E -Mail Address: V\VI II 1& h U S111(1 W tn U 1• ( t114 ") Contractor Registration Number: M4mb CO . 1 SIM ARCHITECT OF RECORD All plans must be wet stamped by Architect of Record Company Name: wctl teck Mailing Address: 3\ 4 (� - P irp i 1409 °rive. �(A pew.. V I " 1 �i (Q O City s Zip Contact Person: Ut t , Nice, ) P...m e V %girl OA to E -Mail Address: Fax Number: \ 4 31 4, ENGINEER OF RECORD - All plans most be wet stamped by Engineer of Record Company Name: Ok oth I @ 1A I Ckt S Mailing Address: 31 SID P rC1r't (.t n ( A 2420 4 St/ �4-� City State Zip Contact Person: \(en bk �fntO 4O,Ci(1ec RL\ Y Day Telephone 14 ) 1 -2_41-1- E -Mail Address: Fax Number: 1114) 444 - 34, Q .1Applicatione\Ponns- Applications On LineO -2006 - Permit Application.doe Revised: 9 -2006 bh Day Telephone: G4) "4`T — ,G (Q0 Page 1 of 6 BUILDING PERMIT IN 'OR11 A1'1ON =106-431=3670 Valuation of Project (contractor's bid price): $ C1O 1 Cr0 . ('C Existing Building Valuation: $ Scope of Work (please provide detailed information): l Y ti Oh t* Q %NA 9 round t )p Qir) Stuns IquAditA9 , (c Jt ed an a deveic er wet/ay pad. Will there be new rack storage? ❑ Yes IX.. No If yes, a separate permit and plan submittal will be required. Provide MI Building tlreas 1n Sgnare Footage Below'; ` Flaoz >': 'Flouts: asenient ►cc_ssow Situ AttachedGarag Detached Garage Attached Detached �'stport '_Coven* )ec UncoveredrDeck laterior Remodel addition to> :; Eii Structure :' 1t2 PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 10 L S rtti ) Compact: Z3 y �,, Handicap: �- Will there be a change in use? ❑ Yes ❑ No If `yes", explain: P. Z J Y C N ) FIRE PROTECTION /HAZARDOUS MATERIALS: - St (opn-actOY firj Sprinklers al Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safe Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:1ApplicationsWomis- Applications On Line13 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Future Type: Qty' `Fixture Type: _ {ii, Future Types (qty ' :Fixture Type: ; Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets �, i `� Bidet Food -waste grinder, commercial 9,1 Receptor, indirect waste i Clothes washer domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals i Dishwasher, domestic, with independent drain . Lavatory Water Closet Building sewer or trailer park sewer - Rain water system — per drain (inside building) Water heater and/or vent 2, Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPING CONTRACTOR INFORMATION P Company Name: -U We.- Irv,. Mailing Address: it j q AVE'. ,cO(Jt1\ Ed r c d. ill Pf ash 20 ,` ton State Zip Contact Person: La � )1Y r $On Day Telephone: (.2O(o) 3( SDI n E-Mail Address: Fax Number: v � Contractor Registration Number: o nke 1 * vi-&- k}N Expiration Date: Valuation of Plumbing work (contractor's bid price): $ k2-0) 0 0 0 ' CC Valuation of Gas Piping work (contractor's bid price): $ 30/ COO. Ov Scope of Work (please provide detailed information): UNDR-flYZOW Pt-UM I�1 PK7 C-j rtc P'P % N fi ?-Ov- NEu) c 1 t Vl rop4U t try tot ?-x - ITC tfie Building Use (per Intl Building Code): pp l RO A NT ( 1 1 ut g ii - € D) Occupancy (per Int'I Building Code): r` Z Utility Purveyor: Water: CPI Of To - J 1 t Sewer: l -M of Tt) ewt �L( Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:Upplications\rorms- Applications On Line 3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 5 of 6 Mailing Address: Print Name: PERMIT APPLICATION NOTES Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN R O UTHO IZE�AGEENT: Signature: ! — 7`Y '��•�• Date Application Accepted: Date: U o r Day Telephone: 7 /y- t i /�'(l� 3 ca. /rir Z 4cr sc / 7 City �� % c,_ €7.1_ 74 Date Application Expires: Q:1Applications\Fonns- Applications On Line\3 -2006 - Permit Applieation.doc Revised: 9 -2006 bh Staff Initials: Page 6 of 6 1 r Site Address: Company Name: 112)b CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:/lwww.ci.tukwila.wa.us Company Name: Si be Arr1l1• (4S E -Mail Address: Mailing Address: 31$ 6 F krifwQ Building Permit No. 01" - I ti Mechanical Permit No. AA 01- - 10 Plumbing/Gas Permit No. ? frD1 1 l el Public Works Permit No. Project No. VO1'04(0 (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** Pack Z9k Alm( v k I, , Tenant Name: Cali orni 4 {''33e . 4#c ht r ReSkikxoni Property Owners Name: 'Torn Beck King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: Yes ❑..No Mailing Address: (0 053 w • Cef r1., Blvd • , 11 Floor Los I eles CA .J City State CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Leek Oland/ MAO Rae5 Day Telephone: ( Mailing Address: 1342 Bell AVcnue iii }e 3k TUMin CA 4 121go State Zip City E -Mail Address: 5tegaien 9ee-ttfanchecdevelepmersi • Cam Fax Number: ( 2540 State 1004 Zip GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Mailing Address: 3110 — K A1rp'ot'k Loop biive Contact Person: mike C-�'1 {CO Robeti wankkh Company Name: o 4 311 . 10 40 ii A SSOCi 44eS E -Mail Address: Fax Number: Q:1ApplicationsWofms- Applications On LineO -2006 - Permit Application.doc Revised: 9 -2006 bh Comm Mesa CA 13424, Gasket ftso City State Zip Day Telephone: Fi it ) 444 —19 b 0 Fax Number: (11ID 444 316 0 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record CA 9�62� City Contact Person: Ken O egrnoh / Zra neS Mcl3et Day Telephone: 114) 444 -7 (114)4.4— Lilo State Zip Page 1 of 6 Valuation of Project (contractor's bid price): $ 1 000, 000.1Q Existing Building Valuation: $ Scope of Work (please provide detailed information): ConskweViorN oT Q r e yout)d up stnje sly butldin3, C nstrtxXed on A detopec pmFored pcAd Will there be new rack storage? ❑ Yes N.. No If yes, a separate permit and plan submittal will be required. PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal wner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 10 7 sy Compact: 23 Handicap: ` 2- Will there be a change in use? -A- Yes ❑ o If "yes", explain: Re 'hic c 4n{ ( /Y � CO) FIRE PROTECTION /HAZARDOUS MATERIALS: ' gtd -.Sub C.oMcado f g ' Sprinklers ig" Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Rr No If 'Yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: Applications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh �gnare hoc, Page 2 of 6 � 4 m . ri . xisting r y ti ten Remodel Adel' n .. . Structure r -' � cw off ctio n r z, r. 1Sati cy pe ' ' BC .7- 0 0 (©I ,(© v get A -a L x Deta e Attar Dew 3 Valuation of Project (contractor's bid price): $ 1 000, 000.1Q Existing Building Valuation: $ Scope of Work (please provide detailed information): ConskweViorN oT Q r e yout)d up stnje sly butldin3, C nstrtxXed on A detopec pmFored pcAd Will there be new rack storage? ❑ Yes N.. No If yes, a separate permit and plan submittal will be required. PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal wner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 10 7 sy Compact: 23 Handicap: ` 2- Will there be a change in use? -A- Yes ❑ o If "yes", explain: Re 'hic c 4n{ ( /Y � CO) FIRE PROTECTION /HAZARDOUS MATERIALS: ' gtd -.Sub C.oMcado f g ' Sprinklers ig" Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Rr No If 'Yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: Applications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh �gnare hoc, Page 2 of 6 Scope of Work (please provide detailed information): (PK- Side wOC\' -gyp it c 1Ude hog3' ccpe, lancisccoet Perkio dining, gm) secvice rri La.514hin ' r cle1'ned . rk q 1/4 ( . 5E6 sires Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ...Tukwila ❑...Water District #125 0 ...Water Availability Provided Sewer District Tukwila ❑ ... ValVue ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided Septic System: 0 On -site Septic System – For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): paQ Rer eowric6 p/ y S uB �I�TT vL 690:1045 X ...Civil Plans (Maximum Paper Size – 22" x 34") ❑ ...Technical Information Report Drainage) Draina A �Et}ac y y L D��a ep (Storm g) ,� . . Geotechnical Report ❑.raffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless – (SAO) ❑ ...Hold Harmless – (ROW) 41 Proposed Activities (mark boxes that apply): Bel 1.41(1C110(01 ❑ ...Right -of -wa Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Ri -of -wa Use - No Disturbance ❑ .. Right -of -way Use – Potential Disturbance ❑ ... Construction /Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitar Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation " Domestic Water " ❑ ...Permanent Water Meter Size... 9, WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private FINANCE INFORMATION it �3 y L AbL 7vo kn Fire Line Size at Property Line V — Number of Public Fire Hydrant(s) (E� ��i G ) rg ...Water ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Ana Name: C4 €rcni A r13'3a 1�k&efl Day Telephone: (SQ 54-2- 440 Mailing Address: (0052 W. CCn1u� BWd,, ilk' floor Los ctes CA ' OO4s J City State Zip Water Meter Refund/Billing: Name: SAM?& � s if6pve Day Telephone: Mailing Address: City State Zip Q:Mpplications\Fonns- Applications On LineO -2006 - Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 - 424 -5555 ❑ .. Highline ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton r Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Fumace<100K BTU C Handling Unit >10,000 Fire Damper , 0 -3 R /100,0 BTU p Furnace>100K BTU Q Evaporator Cooler C) Diffuser 7 3 -15 HP /500,000 BTU 0 Floor Furnace . ..., Fan Connected to Single Duct Thermostat ,-, 15 -30 HP /1,000,000 BTU 0 Suspended/Wall/Floor Mounted Heater `entilation System t O Wood/Gas Stove O 30 -50 HP /1,750,000 BTU Appliance Vent 7 Hood and Duct 1 Emergency Generator 50+ HP /1,750,000 BTU 0 Repair or Addition to Heat/Refrig/Cooling System b Incinerator - Domestic O Other Mechanical Equipment lt Ri io ton Air Handling Unit <10,000 CFM © Incinerator — Comm/Ind Ell.) 15 iOn ' MECHANICAL CONTRACTOR INFORMATION Company Name: - rep Mailing Address: TB() Contact Person: NY1a ec e / Gee.- C hand E -Mail Address: Hint -Fd heKdevelopmerA'Corr) Contractor Registration Number: City State Zip Day Telephone: (114 25$ — $ Fax Number: (1 I47) 25 $ — 2y D % Expiration Date: Valuation of Mechanical work (contractor's bid price): $ /135, DUI. 0 0 Scope of Work (please provide detailed information): All nnechanicil woC% fb ( Q f t Aulrar l- • Use: Residential: New .... ❑ Commercial: New .... $r Fuel Type: Q: Applications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Replacement .... ❑ Replacement .... ❑ Electric Gas —jig Other: Indicate type of mechanical work being installed and the quantity below: Page 4 of 6 Future Type: =:, Qty ; Fixture Type: Qty . Fiiiture Type: :Qty Fixture Type: Bathtub or combination bath/shower L'3 Drinking fountain or water cooler (per head) U Wash fountain Gas piping outlets l Bidet 0 Food -waste grinder, commercial O Receptor, indirect waste r 4 C1 1broile: (ccrxt• � Clothes washer domestic n Floor drain Sinks It / Z c'e() 1,0Cr X rip cove. e c 1 Dental unit, cuspidor 0 Shower, single head trap - 1 0 Urinals Dishwasher, domestic, with independent drain I Lavatory Water Closet 1 Cr7)U See J 1 Building sewer or trailer park sewer Rain water system - per drain (inside building) 1 Water heater and/or vent Z Additional medical gas inlets/outlets - six or more 0 Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors ' j) Repair or alteration of water piping and/or water treating equipment � Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas 0 Saw PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: T13 .D4 Mailing Address: Abair City State ZiP Contact Person: /Y /a fr R e y /6"6-61 Cemelp Day Telephone: 7/ , .' - � So E -Mail Address: /� /n14) p Eel ELO/1 61 C4 ,i.1 Fax Number: � 4 a Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ / 201000. O O Valuation of Gas Piping work (contractor's bid price): $ 7o, 00 0 - 0 0 Scope of Work (please provide detailed information): V ilj,&, e 6 (/A) P P L (JIM /N G , 6 /9S P� Pi w 9g. NeK) CAtrFoR -N /ft Pizzs4 K, re / J Building Use (per Int'l Building Code): Resr c 7 ( v "5 SP,e/NKt e e Occupancy (per Intl Building Code): O? -� Utility Purveyor: Water: C i' I oF 7U / w/L /9 Sewer: t// ry 0 ! I K GJ //-4 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\Applicationao,ms- Applications On Line \3-2006 - Permit Application.doc Revised: 9 -2006 bb Page 5 of 6 Print Name: Mailing Address: / Date Application Accepted: Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Buildine and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 R OR,AUTHORIZED NT: Signature: a/ Date Application Expires: I al- 094 g- Q: Applications\Porms- Applications On Linen -2006 - Permit Application.doc Revised: 9 -2006 bh Day Telephone: 7/ S8" /13 T,■ S City Date: s' /--D 7 State Zip Page 6 of 6 Parcel No.: Address: Suite No: Applicant: Receipt No.: R07 -02435 Initials: JEM User ID: 1165 Payee: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us 0223100010 150 ANDOVER PK W TUKW CALIFORNIA PIZZA KITCHEN JAMES R FLEMMING TRANSACTION LIST: Type Method Description Payment Check 1141 ACCOUNT ITEM LIST: Description Account Code GAS - NONRES 000/322.100 RECEIPT Total: $58.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 58.00 Current Pmts 58.00 $58.00 PGO7 -119 ISSUED 05/03/2007 08/22/2007 11/06/2007 02:02 PM $0.00 doc: Receipt -06 Printed: 11 -06 -2007 Payee: FANCHER DEVELOPMENT ACCOUNT ITEM LIST: Description GAS - NONRES PLAN CHECK - NONRES PLUMBING - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 0223100010 Permit Number: PG07 -119 Address: 150 ANDOVER PK W TUKW Status: APPROVED Suite No: Applied Date: 05/03/2007 Applicant: CALIFORNIA PIZZA KITCHEN Issue Date: Receipt No.: R07 -01763 Payment Amount: $1,042.25 Initials: WER Payment Date: 08/22/2007 09:08 AM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 3262 1,042.25 Account Code Current Pmts 000/322.100 000/345.830 000/322.100 RECEIPT 221.00 43.25 778.00 Total: $1,042.25 1913 08/22 9710 TOTAL 10410.86 p)- doc: Receiot -06 Printed: 08 -22 -2007 RECEIPT NO: R07 -00743 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us Initials: JEM Payment Date: 05/03/2007 User ID: 1165 Total Payment: 3,794.08 Payee: FANCEER DEVELOPMENT SERVICES INC SET ID: S000000747 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount D07 -164 3,263.69 M07 -103 346.39 PG07 -119 184.00 TOTAL: 3,794.08 SET RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Check 3087 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES TOTAL: 3,794.08 3,794.08 Account Code Current Pmts 000/345.830 3,794.08 TOTAL: 3,794.08 7775 05/03 9716 TOTAL 3794.08 COMMENTS: p t T A 4 • : ( ) 6)Je„e_.A M6 I p o r ( Z---liel v .n-lJ``-' \ S 0 7 `ri -e c> 5 / V 1 CI j� ��'�- Phone No: UG - r 3 — _ L / 7y6 r- _ ,0 . (2,,\ & AT e___ 0 �: cokr fi-eilS e _ f),07 - 1 'J M <keJ' S Cfrr.W` ��P r � �-� r e it 2 D Pro �► ' ' iq/ h -,v'4 �` %��� Type of Inspe4Jion 7/v4 �'p / L��t '7 A ddress: , r ,® 4 ,at� r <k� Date Called: Special Instructions: � , b 4 Date Wanted: m - /_ d Z_Q � m. Requester: / V 1 CI j� ��'�- Phone No: UG - r 3 — _ L / 7y6 INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTI N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcent Blvd., #100, Tukwila, WA 98188 (206)431 - Approved per applicable codes. Corrections required prior to approval. 0558.00 REINSPECTION EE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: - (74 Z ir �� �'' /2 7a Type Inspection: , /1.6T7- / `v Address: / /36 A �/ n / e Date Called: Special Instructions: Date Wanted: p.ni � k Requester: Phone No: b -x'3 o -4 /7 6 /6 INSPECTION RECORD Retain a copy with permit INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ‘ tgLApproved per applicable codes. Corrections required prior to approval. COMMENTS: 7 ?revs /9e{ 4 e i � / • �o " . lairs - /Pg /, '. ✓6f Inspect or: Date: —pi—A.A., ) / A -"- -- 4 .- I //PVT? 8.00 REINSPECTION FE 'EQUIRED. P for to inspection. fee must be aid at 6300 Southcenter By., Suite 1 Call the schedule reinspection. 1 Recelpt No.: 'Date: Protect/ CC c YNI G PI 77 C6--- U / Ty�p pof I� pection: / / K--0W / J N U INt - 7 14 5 Address: A i Pi/ ) Date Called: Special Instructions: Date Wanted: / / _ q _0 - a.m. Cp:m' Requester: Phone No: ?p6 -36i - 5 /d INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P6-07- / PERMIT NO. t� (206)431 -3670 �/ /C • MMENTS: -? Approved per applicable codes. ❑ Corrections required prior to approval. $58.00 R SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6 00 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: /. c Q 6 i'Or.1 / / 7 - 7 6. T, e of In3pection: r „` /Lit U'G Address: is�� It-iLI, o- P/ Date Called: Special Instructions: • Date Wanted: a.m. Requester: Phone No: 206 - . - 5 Cv /0 INSPECTION RECORD Retain a copy with permit 1 7 INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: (Date: // 7 - 'pproved per applicable codes. Corrections required prior to approval. i E1558.00 REINS CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: `Date: Project: ( /2// JG✓>?/ /y 71/? ? Type of Inspection /2If'7 / ,( - J�/it �'yl' J Address: ./ \ /S 41a "e e 4 2 Date Called.. Special Instructions: Date Want : d //6/07 Requester: -. Phone No: 6 6 - 5'3 - 4 /7Y L INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36'0 ❑ Approved per applicable codes. Corrections required pn. to approval. COMMENTS: P / #9 /f /eys fff77ve( .00 REINSPECTION FEE QUIR fee must be d at 6300 Southcenter Blv ., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: IPN ,✓,�; &i5 - flve✓j /u.v Date: E Prior to inspection, Pro ct: //7� r /4//:// �/? ,J) Type of)nspection: C�• d?2t 2 f - (C Address: / 56 4t✓ a , ' , - z-c Date Called: Special Instructions: Date Wanted: _ GJ -Z - dam m. Requester: Phone No: _a_ - 3o- s'(., / PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3fp7 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit / 27 - El Corrections required prior to approval. /� 3 /./Tx_f./.4 ,N(,//14./.// El $58.00 REINSPECTIOPYFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project: C 1 Lip v21 A iii r - Type f Inspection: r �� v /( /e1\ ( J Address: i )1� )w�Q « Date Called: Special Instructions: Date Wanted: ,1 9 - i Z v -7 (a.m.. P.m. Reque " ter: c _, /,, Phone O — 3 0_ 5 l , INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 El Approved per applicable codes. COMMENTS: 6 A J (_J /. lit 5 4 -.4 1, Z!� -� 6-4 ( /‘/f2 Sep —/ A Inspector: Date: 1?-) , —O7 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: ( 1C7 Corrections required prior to approval. Project: , 4 Type> nspecti.n: / 46/: Address : /9) Date Called: (c1 Special lnstruc ions: -. . Date Wanted a.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM NO. CITY OF TUKWILA BUILDING DIVISION ( 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-36 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: JD fiX v 6i. El $58.00 REINSPECTION fEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: ` `1. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG07 -119 DATE: 11 -01 -07 PROJECT NAME: CALIFORNIA PIZZA KITCHEN SITE ADDRESS: 150 ANDOVER PK W Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPARTMENTS: Buil'ding Division Public Works PERMIT COORD COPY Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [ Incomplete n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 n ❑ Permit Coordinator n Planning Division DUE DATE: 11-06-07 Not Applicable ❑ No further Review Required DATE: DUE DATE: 1 2-04-07 Approved E' Approved with Conditions n Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: PG07 -119 PROJECT NAME: X Original Plan Submittal Response to Correction Letter # CALIFORNIA PIZZA KITCHEN SITE ADDRESS: KO ANDOVER PK W DATE: 05 -03 -07 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Bui6in" g A Divlsi� ' on P6ligork Complete Comments: TUES/THURS ROUTJNG: Please Route REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: 1 PERMIT COORD COPY. Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Structural Review Required Approved with Conditions DATE: ❑ No further Review Required ❑ Permit Coordinator DATE: Planning Division n C DUE DATE: 05-08-07 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 06-05-07 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 1110i101' 3 - 11 (tits ltd Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 1110i101' 3 - 11 (tits ltd Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 1110i101' 3 - 11 (tits ltd Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 1110i101' 3 - 11 (tits ltd Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 1110i101' 3 - 11 (tits ltd Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS / 1 1110i101' 3 - 11 (tits ltd Summary of Revision: g 4 - vocAivoN OF hle, IUCK.'P n- 2IAI M L1U 4,9 T" n Received by: J AS t 9 le ,c4,,,,,, ,., , ,E, PROJECT NAME: SITE ADDRESS: c0 REVISION LOG PERMIT NO: ! 12A, D `- i ORIGINAL ISSUE DATE: O22-LO ease print please print ease print ease print ease print se City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fad eta Date: I1 / / / 6 Plan ChecWPermit Number: f q ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # • Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ( -1,{ r- ,4 I P1 & 4 K /TGftfW Project Address: /5 i)0 Vek 44.) ) f1i-k1,v)1--4- j W4 98 `VP' Contact Person: J/ m L rn 1 N F Phone Number: 6/ �' 5 9 3- d/ d a Summary of Revision: l FT Lv c T/o,•/ 8 F / TEic)2 SLOE of is 1-13 6 "P"ie W E67 — PRc ?1 ' t i/ 6 /43 T a" Sheet Number(s): Pa 0 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: / ` Entered in Permits Plus on i t I D C J 5 \app plicationslforms- applications on linelrevision submittal Created: 8 -13 -2004 Revised: ReceveD CIT' OP T1 Kwru NOV 012007 'ERMIT CENTER 70 f7& rw— License Information License ROMEKI *175NN Licensee Name ROMEK INC Licensee Type CONSTRUCTION CONTRACTOR UBI 600485232 Ind. Ins. Account Id #2 Business Type CORPORATION Address 1 PO BOX 1659 Address 2 City EDMONDS County SNOHOMISH State WA Zip 98020 Phone 2063675010 Status ACTIVE Specialty 1 AIR CONDITIONING Specialty 2 PLUMBING Effective Date 8/15/1983 Expiration Date 7/18/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date ROBERTSON, LAURENCE W Cancel Date 01/01/1980 Bond Amount ROBERTSON, MONTEREY #2 01/01/1980 69027508 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #2 WESTERN SURETY CO 69027508 07/18/2000 Until Cancelled $6,000.00 07/03/2002 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= ROMEKI* 175NN 08/22/2007 1 2 -20 -07 HEALTH SUBMITTAL 2 5 -01 -07 AGENCY SUBMITTAL 3 6 -14 -07 BID SET 4 7 -12 -07 AGENCY RESUBUITTAL 5 7 -20 -07 ADDENDUM 1 6 8-20-07 CONSTRUCTION SET 7 8 -31 -07 BULLETIN # 1 REVISIONS FIRE P''':TEC11ON ELEC ROOM DELIVERY 3 /4 "HW 3 /4"CW LJATER 0 0 —1/2"C 2"CW 3/4 "FCW 2 "G DN FROM ROOF (TYPICAL) / 1/2"T 0 2 "CW/ 1 "FCW —'- Tt 3 /4 "CW- 3 /4 "CW' 4 "CW WALK-IN COOLER 1 /2 "cw & HW 1-1/4"CW 1 -1 /4 "HW 3 "G DN FROM ROOF 1 /2 "CW IN S.S. CH 1 /2 "SCW MEN'S TOILET (TYPICAL) 3 /4 "H &CW 3 "G HEADER AP FOR TttRE USE' WOMEN'S TOILET WALK-IN FREEZER SERVICE STATION II HEADER 2 -1 /2 "G 3 /4 "HW LOCKERS p = WEtwiti got Wtraitririliatal 111+_tl . ter 1/2"CW PIZZA EXPO (TYPICAL) 3/4 "G 3/4 "G 25 CFH CRH) TP 2" DOMESTIC WATER ENTRY RE: CIVIL DRAWINGS FOR CONTINUATION 2 "WS (199 CFH EA.) 1- 1 /2 "CW 1 -1 /2 "SCW SERVICE YARD 121 3 /4 "CW & HW 4 3 HB MECH ROOM 115 7 ROUTE GAS PIPING ABOVE DRY STORAGE CEILING — r KE FILM I T 1 "SCW GAS SERVICE ENTRY RE: CIVIL DRAWINGS III s- I DRY STORAGE (TYPICAL) 3 /4 "CW ( Dl 1 /2"CW 1 /2 "CW \ 3/4 "FCW SERVICE STATION 1 113 108 109 \ I\ -TR - - 3 /4 "CW ` - 1 DINING I 3/4 "HWR 3 /4 "HW 3 /4 "CW /\\ ,/ ,/ COUNTER 105 3/4 "HWR 3 /4 "HW 3 /4 "CW ! V 7\ i -11 3/4 1 WATER AND GAS FLOOR PLAN SCALE: 1/4 " =1'0" \ t— / ' 3/4"CW \// 104 COUNTER' DINING II --- I L HOST 1 1/2"G 7 r ENTRY 1 00 DINING III 106 DINING II 105 r \ / /\ 3 /4 "CW l , i TYPICAL) Aghast I 0 25 CFH RH 3 /4`rG 3/4 "G 5 CFH PATIO 25 CFH 25 CFH CFH (TYPICAL) JA- A n) PLAN NOTES: INSTALL SHUT OFF VALVE BEHIND EQUIPMENT IN AN ACCESSIBLE LOCATION. 0 0 ROUTE PIPES VERTICALLY STACKED IN BAR DIE CHASE. COORDINATE WATER PIPE ROUTING AWAY FROM ELECTRIC PANELS. MAINTAIN CLEARANCES PER NEC. 0 ROUTE PIPING THROUGH WALL TO PATIO HEATERS AS INDICATED. SEAL PENETRATION WATERTIGHT. MOUNT BACKFLOW PREVENTER ON WALL AT 60" ABOVE FINISH FLOOR. COORDINATE WITH GAS COMPANY TO FURNISH AND INSTALL NEW GAS SERVICE. ROUTE 1/2" HOT, COLD ANb FILTER WATER LINES UNDER COUNTER EQUIPMENT — PROVIDE SHUT% OFF VALVE IN DROP OF PIPE. ROUTE FILTER WATER LINE DOWN IN WALL ADJACENT TO THE BAG—IN— THE—BOX SYSTEM AND STUB=OUT AT 60" ABOVE THE FINISHED FLOOR. PROVIDE ESCUTCHEON AND SHUT OFF BALL VALVE. BACK FLOW PREVENTION DEVICE SHALL BE ACCESSIBLE FOR ANNUAL TESTING. INSTALL LINE SIZE REDUCING TEE (CXCXF) WITH 3/8" THREADED FITTING OUTLET. LOCATE DOWNSTREAM OF BALL VALVE AFTER WALL ROUGH—IN. CAP OUTLET FOR FUTURE CONNECTION BY ECOLAB. LOOP GAS PIPING TO FRONT OF RANGE AND INSTALL BALL VALVE (REFERENCE SPECIFICATIONS) AND UNION 3" INCHES FROM THE FRONT FACE OF RANGE. ROUTE HARD PIPING FROM FLEXIBLE CONNECTION BETWEEN BASE CABINET AND RANGE TOP. PROVIDE LINE SIZE CORRUGATED STAINLESS STEEL TUBE WITH MALE ADAPTERS (LENGTH AS REQUIRED), GAS COCK, UNION AND DIRT LEG AT CONNECTION TO PATIO HEATER SO THAT HEATER PROJECTION ANGLE CAN BE ADJUSTED. INSTALL GAS PIPING ON BOTTOM SIDE CORD OF AWNING ALUMINUM FRAME OPPOSITE OF ELECTRICAL RACEWAY. COORDINATE WITH ELECTRICAL, ARCHITECTURAL AND STRUCTURAL PLANS PRIOR TO PROVIDE WALL MOUNTED EXPANSION TANK ABOVE BRINE TANK. FILE COM Permit No. 1 Approval of conatrucliondoeumards domino' the vlolatlon of any of approved Ho changes shall be made to the scope of work without prior approval of 'Tukwila Building Division. NOTE: Revisions wilt Tequire a new plan submittal and may include addtional plan revlevi tees City of Tukwila BUILDING DIVISION REVISIONNO.1_ art OF TUKWILA RECEIVED La ENGINEERS INCORPORATED PERMIT CENTER 8325 I_NEXA !DRIVE, SUITE 400 LENEXA, KANSAS 56214 PH 913.307.5300 FX 913.307.5400 architecture + interiors SCHEER TANAKA DENNEHY RILEY ARCHITECTS 3190—K Airport Loop Drive Costa Mesa, California 92626 (714) 444-1960 (714) 444-3160 Fax FIELD VERIFICATION Contractor shot' verify all figured dimensions and conditions at the )31) site and notify STDR kchitects, Inc. of any dimensional errors, omissions or discrepancies before beginning or fabricating any work. Do not scale these drawings. COPYRIGHT These drawings are the property aid copyright of Scheer Tcmaka Dennehy Riley Architects, Inc. and shall not be used on any other work except by agreement with Scheer Tanaka Dennehy Riley Architects, Inc.. C) STDR ARCHITECTS, [NC. Drawing Title PLUMBING WATER 8c GAS PLAN Job No: 06298 Scale Drawn FC Date Sheet No. P2.0 WOE iI• . Mr u.tm1a INN M tom. - ?J R, mum MECH ROOM 1 1 M2 SCULLERY 0 � - 1 l 121 l 38 1 \` � �uAi t�rmr�I U�TrGa`l START IE- 26.75' 4 "( BE ST DN OW SER CE D JOIST SPAC STORAG Lintimig I • C :7 114 ( �2"VBF ?4. "ST TFB ENTRY =MIN EMI II�r'M MIN ELM OFFICE 2 ' — isF 2"V Diiiwii 2"V - 7iIIIM 4Ta`���ii nw.�...- l� lIrI•�I r r. r: : �. - ww Noi ��>AI batitit,044 � 1;� � �``�`'"av�>Y�J _ P 7 / �1t MEN'S TOILET WOMEN'S TOILET 3 "GW -®(FD2 M22 M30 ' 80 74 75 78 4 "OST- // (FD2) 3"W— -- 5S I. STATION 1 ) I113I SERVICE STATION II LIQUOR STADAG I I %Ali I , TAKE- 4 "ST TFB 4 "ST TFB DINING I COUNTER DINING I 3 "OST DINING Ili (TYPICAL) PATIO 3 "OST SLEEVE ( 3 "ST DN 3" 1E= 25.Ob' RE: CIVI.. DRAWINGS FOR STORM DRAIN 5' -0" OUTSID: OF BUILDING -17-Ses 3"(ORD (DSC) 3 "OST DN 3 "ST DN 1 SERVICE YARD FD3 z N RE CIVIL DF SANITARY OUTSIDE TO GREASE IE= 25.00' WINGS FOR VENT 5' -0" F BUILDING INTERCEPTOR IE= 24.00' RE: CIVIL DRAWINGS FOR SANITARY DRAIN 5'--0" OUTSIDE OF BUILDING TO GREASE INTERCEPTOR- NOTE: REFER TO PLUMBING RISER DIAGRAM, SHEET P4.0, FOR PIPE SIZES NOT SHOWN ON FLOOR PLAN. CXECD) IE= 24.80' RE: CIVIL DRAWINGS FOR GREASE WASTE 5' -0" I OUTSIDE OF BUILDING (TYPICAL) WASTE AND VENT FLOOR PLAN SCALE: 1 /4" =1'0" (TYPI('.AI ) ■ C-3) \vJ PLAN NOTES: 0 COORDINATE DRAINAGE PIPE INSTALLATION WITH BEVERAGE CONDUIT. REFER TO KITCHEN PLANS FOR SIZE AND FINAL LOCATION OF BEVERAGE CONDUITS. O REFER TO KITCHEN PLANS FOR SODA, BEER, AND REFRIGERATION CONDUITS. INSTALL CONDUITS BELOW SLAB OR ABOVE THE CEILING AS INDICATED ON THE DRAWINGS. NO PVC CONDUIT ALLOWED ABOVE THE CEILING. IF DRAWINGS INDICATE CONDUIT ABOVE THE CEILING, USE ELECTRICAL METAWC TUBING (EMT). O COORDINATE PLUMBING PIPE ROUTING AWAY FROM ELECTRIC PANELS. MAINTAIN CLEARANCES PER NEC. p STORM DRAIN, SIZE PER PLAN, DOWN TO BELOW GRADE. PROVIDE A WALL CLEANOUT AT 24" AFF, UNLESS OTHERWISE NOTED. O PROVIDE CAST IRON PIPE FROM FLOOR SINK TO MAIN BRANCH CONNECTION, MINIMUM OF TEN FEET LENGTH. E� s —ri S S A !" ac7 C S � shall 4a be �,e7, tD ir` D C= _ c I .1 r7:Z without prior ,7,772,:z. L. I: F.JY4 �.ya�:�Y17 Fy�6G'r -`fb4� �sr.�. � .i • NOTE: E.ovi-bn3 vt :,l require a nzvi E:::711:1 =1 ar �d malt include additional plan ravicw fees. 36 REVIEWED FOR CODE COMPLIANCE NFPA 70 - NEC SEP - 7 2007 LV � $ City Of Tukwila BUILDING DIVISION 1.. cat r e) I FQ W CODE COMPLIANCE APPROVED J 5? O O? City Of Tukwila D tag MELD CO Permit NO Ibis set of construction documents ill be kept at the site or' work and shall b to Inspection by the Building Official or a duly authorized representative. of Tukwila WADING DIVISION SEPARATE PEf QUI D FO iieyier.hankai Electrical 0 Plumbing CI Gas Piping City of Tukwila BUILDIN3 DIVISION RECEIVED CITY OFTt1KWlLA MAY 0 3 2001 PERMITCENTER i ii FTP HENDERSON gJ ENGINEERS INCORPORATED 8325 LENEXA DRIVE, SUITE 4G13 LENEXA, KANSAS 86214 PH 91 3.307.530 ❑ FX 913.3E37.5400 WWW.H ENDERS ❑NEN SIN EERS.CCIM 08 SDDD1814 architecture + inferiors SCHEER TANAKA DENNEHY RILEY ARCHITECTS 3190 —K Airport Loop Drive Costa Mesa, California 92626 (714) 444-1960 (714) 444 -3160 Fax design@stdr.net FIELD VERIFICATION Contractor shall verify all figured dknengons and conditions at the it site and notify STDR Architects, Inc. of any dimensional errors, omissions ar discrepancies before beginning or fabricating any work. Do not scale these drawings. COPYRIGHT These drawings are The property and copyright of Scheer Tanaka Dennehy Riley Architects, Inc. and shall not be used on any other wart except by agreement with Scheer Tanaka Dennehy Riley Architects, Inc.. 0 S1DR ARCHITECTS, INC. 2 2 -20 -07 5 -01-07 AGENCY SUBMITTAL REVISIONS Drawing Title PLUMBING WASTE & VENT PLAN Job No. 06298 Scale I/4"-W" Sheet No. HEALTH SUBMITTAL P1.0 Drawn I=G Date BFP1 HB O 96 BFP2 INSTALL BFP & DELIVERY 3 /4 "HW 2 "G DN FROM ROOF i-1 "FCW (TYPICAL) WHA SCULLERY 1 1 /2 "HW — 1 1 /4" BFPO FAMILY TOILET 1 /2 "CW 111 1 1/2"CW / 2 "CW/ I V LI 38 Q I M2 Q 38 A_ impoommt N+ pmittormin u u W 3 /4 "CW— — 3 /4 "CW /2 "T 1 /2 "CW 1- 1 /4 "CW 1-1/4"HW 3 4 "CW 1 /2 "CW & HW WALK -IN COOLER 3 "G DN FROM ROOF 3/4 PREP —3 "G HEADER MEWS TOILET TMV LV1 1 2 "FCW 3/4 "HWR AP FOR TURF USE WALK -IN FREEZER WOMEN'S TOILET 1 /2 "CW 1 /2 "cw SERVICE STATION I TOILET VESTIBULE I10 1 "HW SERVICE I STATION II Low 1 "G CFH 139 HEADER 2-1/2"G 12 "x 12" TAKE-OUT COUNTER - DINING I 103 m � WA IL © MO F Alk 1 /2 "SCW(91) IZZA XPO 3/4 "HWR 3 /4 "HW 3/4"CW COUNTE DINING I COUNTER 3/4 "HWR 3 /4 "HW 3 /4 "CW 3 /4 3/4 'HW 1 /2'CW COUNTER DINING II • BFP3 ENTRY DINING III DINING II 3 /4 "CW 25 CFH � RH) 25 CFH RH 2" DOMESTIC WATER ENTRY RE: CIVIL DRAWINGS FOR CONTINUATION -- - -2"WS (199 CFH EA.) 1 -1 /2 "cw 1--1 /2 "SCW SERVICE YARD 121 3 /4 "CW & HW 4 3 MECH ROOM (PRV2J K;L ROOM 120 SOV 12" AFF 34 35 4 "G UP OOF GAS METER 0 GAS SERVICE ENTRY RE: CIVIL DRAWINGS WATER AND GAS FLOOR PLAN SCALE: 1 /4" =1'0" 1-1/4"G 25 CFH 07 PATIO 129 3/4 3/4 "G 3/4 "G i 17 5. N FH ) 3/4 "G 4 "G— 1 25 CFH1 RH) 25 CFH RH )1 25 CFH RH ) CFH C RH) (TYPICAL) PLAN NOTES: C C C C C C C 11 12 13 INSTALL SHUT OFF VALVE BEHIND EQUIPMENT IN AN ACCESSIBLE LOCATION. ROUTE PIPES VERTICALLY STACKED IN BAR DIE CHASE. COORDINATE WATER PIPE ROUTING AWAY FROM ELECTRIC PANELS. MAINTAIN CLEARANCES PER NEC. MOUNT BACKFLOW PREVENTER ON WALL AT 60" ABOVE FINISH FLOOR. COORDINATE WITH GAS COMPANY TO FURNISH AND INSTALL NEW GAS SERVICE. ROUTE 1/2" HOT, COLD AND FILTER WATER LINES UNDER COUNTER EQUIPMENT — PROVIDE SHUT OFF VALVE IN DROP OF PIPE. ROUTE FILTER WATER UNE DOWN IN WALL ADJACENT TO THE BAG —IN— THE —BOX SYSTEM AND STUB —OUT AT 12" ABOVE THE FINISHED FLOOR. PROVIDE ESCUTCHEON AND SHUT OFF BALL VALVE. BACK FLOW PREVENTION DEVICE SHALL BE ACCESSIBLE FOR ANNUAL TESTING. INSTALL LINE SIZE REDUCING TEE (CXCXF) WITH 3/8" COMPRESSION FITTING OUTLET. LOCATE DOWNSTREAM OF BALL VALVE AFTER WALL ROUGH —IN. CAP OUTLET FOR FUTURE CONNECTION BY ECOLAB. LOOP GAS PIPING TO FRONT OF RANGE AND INSTALL BALL VALVE (REFERENCE SPECIFICATIONS) AND UNION 3" INCHES FROM THE FRONT FACE OF RANGE. ROUTE HARD PIPING FROM FLEXIBLE CONNECTION BETWEEN BASE CABINET AND RANGE TOP. PROVIDE LINE SIZE CORRUGATED STAINLESS STEEL TUBE WITH MALE ADAPTERS (LENGTH AS REQUIRED), GAS COCK, UNION AND DIRT LEG AT CONNECTION TO PATIO HEATER SO THAT HEATER PROJECTION ANGLE CAN BE ADJUSTED. INSTALL GAS PIPING ON BOTTOM SIDE CORD OF AWNING ALUMINUM FRAME OPPOSITE OF ELECTRICAL RACEWAY. COORDINATE WITH ELECTRICAL, ARCHITECTURAL AND STRUCTURAL PLANS PRIOR TO INSTALLATION. ROUTE PIPING THROUGH WALL TO PATIO HEATERS AS INDICATED. SEAL PENETRATION WATERTIGHT. PROVIDE WALL MOUNTED EXPANSION TANK ABOVE BRINE TANK. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 1 5 2007 City Of Tukwila �1ILDING RECEIVED CITY OFTIJKWILA MAY 0 3 2007 PERMITCENTER HENDERSON ENGINEERS INCORPORATED 8325 LENEXA DRIVE, SUITE 400 LENEXA, KANSAS 66214 -1695 PH 91 3.307.5300 FX 913.307.5400 WWW.HENDERSONENI3INEERS.COM 0650001814 architecture + interiors SCHEER TANAKA DENNEHY RILEY ARCHITECTS 3190 —K Airport Loop Drive Costa Mesa, California 92626 (714) 444 -1960 (714) 444 -3160 Fax design©stdr.net FIELD VERIFICATION Contractor shag verify all figured dimensions and conditions at the job site and notify STDR Architects, Inc. of my dimensional errors, omissions or discrepancies before beginning or fabricating any work. Do not scale these drawings. COPYRIGHT These drawings are the property and copyright of Scheer Tanaka Dennehy Rey Architects, Inc. and shall not be used on any other work except by agreement with Scheer Tanaka Dennehy Riley Architects, Inc.. © STDR ARCHITECTS, INC. 1 2 2 -20 -07 5 -01 -07 HEALTH SUBMITTAL AGENCY SUBMITTAL REVISIONS Drawing Title PLUMBING WATER & GAS PLAN Job No. 06298 Scale 1/4"-I Drawn Pc Date Sheet No. P2.0 2" DOMESTIC WATER ENTRY RE: CIVIL DRAWINGS FOR CONTINUATION — — — —2"WS SERVICE YARD 121 3 /4 "CW & HW 4 3 MECH ROOM (199 CFH EA.) 1- 1 /2 "CW 1- 1 /2 "SCW INSTALL BFP & SOV 12" AFF 4 "G UP OOF / J- GAS SERVICE ENTRY RE: CIVIL DRAWINGS GAS METER REVIEWED FOR CODE COMPLIANCE NFPA 70 - NEC SEP - 7 2007 City Of Tukwila BUILDING DIVISION • Fl PROTECT 1- 2"CW * 3/4 "FCW ELEC ROOM FROM ROOF 1 2 "FCW _ 3/4 "HWR WOMEN'S TOILET 3 / " HW SCULLERY 2 "G DN 3 "G DN FROM ROOF GED ' �► /1111111111 g.AMMCAREEdirri mis r I 3 "G HEADER fail! ■I_IN HIBITI COOKI G Il {23 iU E1;iiu1I�iii11 IEall � maw r I 1 L �/ J DRY STORAGE 1- 1 /2 "HW- 1 1/4" (TYP CAL) 1- 1 /4 "CW 1 -1 /4 "HW 3 4 "CW 1/2"CW & HW WALK -IN COOLER —1 /2 "HW 1 /2 "CW 1-1/4"CW 1 -1 /4 "HW MEN'S TOILET WALK -IN FREEZER 1 /2 "CW SERVICE STATION II 111. LIQUOR STORAGE 3/4"HW 12 "x12" TOILET VESTIBULE IIIO 1 "HW CFH 139 1 /2 "SCW(91) COUNTER � - DINING I I103I 1/2 1 /2 "CW IZZA XPO COUNTE DINING I 3/4 "HWR 3 /4 "HW 3 /4 "CW COUNTER 3/4 "HWR 3 /4 "HW 3 /4 "CW COUNTER DINING II ENTRY DINING III DINING II 1 -1/2 "G DN FROM ROOF •3 / 4 "CW 25 CFH RH 3/4 " G -774'G WATER AND GAS FLOOR PLAN SCALE: 1 /4 " =1'0" 1- -1 /4 "G 25 CFH l RI -7 G RH 25 CFH It 3/4 "G 3 /4 "G - -I- 3 /4 "G ---- -F PATIO 129 I 25 CFHI RH) 25 CFH I RH 1 25 CFHI ( ) ® =. 9 E 5 CFH 1 25 CFH I RH)I (TYPICAL) as 6.0 PLAN NOTES: O INSTALL SHUT OFF VALVE BEHIND EQUIPMENT IN AN ACCESSIBLE LOCATION. 0 Q 0 11 12 13 ROUTE PIPES VERTICALLY STACKED IN BAR DIE CHASE. COORDINATE WATER PIPE ROUTING AWAY FROM ELECTRIC PANELS. MAINTAIN CLEARANCES PER NEC. MOUNT BACKFLOW PREVENTER ON WALL AT 60" ABOVE FINISH FLOOR. COORDINATE WITH GAS COMPANY TO FURNISH AND INSTALL NEW GAS SERVICE. ROUTE 1/2" HOT, COLD AND FILTER WATER LINES UNDER COUNTER EQUIPMENT — PROVIDE SHUT OFF VALVE IN DROP OF PIPE. ROUTE FILTER WATER LINE DOWN IN WALL ADJACENT TO THE BAG —IN— THE —BOX SYSTEM AND STUB -OUT AT 12" ABOVE THE FINISHED FLOOR. PROVIDE ESCUTCHEON AND SHUT OFF BALL VALVE. BACK FLOW PREVENTION DEVICE SHALL BE ACCESSIBLE FOR ANNUAL TESTING. INSTALL LINE SIZE REDUCING TEE (CXCXF) WITH 3/8" COMPRESSION FITTING OUTLET. LOCATE DOWNSTREAM OF BALL VALVE AFTER WALL ROUGH —IN. CAP OUTLET FOR FUTURE CONNECTION BY ECOLAB. LOOP GAS PIPING TO FRONT OF RANGE AND INSTALL BALL VALVE (REFERENCE SPECIFICATIONS) AND UNION 3" INCHES FROM THE FRONT FACE OF RANGE. ROUTE HARD PIPING FROM FLEXIBLE CONNECTION BETWEEN BASE CABINET AND RANGE TOP. PROVIDE LINE SIZE CORRUGATED STAINLESS STEEL TUBE WITH MALE ADAPTERS (LENGTH AS REQUIRED), GAS COCK, UNION AND DIRT LEG AT CONNECTION TO PATIO HEATER SO THAT HEATER PROJECTION ANGLE CAN BE ADJUSTED. INSTALL GAS PIPING ON BOTTOM SIDE CORD OF AWNING ALUMINUM FRAME OPPOSITE OF ELECTRICAL RACEWAY. COORDINATE WITH ELECTRICAL ARCHITECTURAL AND STRUCTURAL PLANS PRIOR TO INSTALLATION ROUTE PIPING THROUGH WALL TO PATIO HEATERS AS INDICATED. SEAL PENETRATION WATERTIGHT. PROVIDE WALL MOUNTED EXPANSION TANK ABOVE BRINE TANK. RECEIVED 01�( OFTUKWILP' MAY 0 3 2007 PERMITGENTER rrjHENDERSON ENGINEERS MMM INCORPORATED 8325 LENEXA DRIVE, SUITE 400 LENEXA, KANSAS 66214 - 1695 PH 913.307.5300 FX 913.307.5400 WWW.HENDERSONENSINEERS.COM ❑G60001814 architecture + interiors SCHEER• TANAKA DENNEHY RILEY ARCHITECTS 3190 —K Airport Loop Drive Costa Mesa, California 92626 (714) 444 -1960 (714) 444 -3160 Fax design @stdr.net FIELD VERIFICATION Contractor slid verily all figured dimensions and conditions at the job site and notify STDR Architects, Inc. of any dimensional errors, omissions or ds repandes before beginning or fabricating any wok. Do not scale these drawings COPYRIGHT These drawings are the property and copyright of Scheer Tanaka Dennehy Key Architects, Inc. and shall not be used on any other work except by agreement with Scheer Tanaka Dennehy Riley Architects, hi.. © STDR ARCHITECTS, INC. 1 . 2 2 -20 -07 5 -01 -07 HEALTH SUBMITTAL AGENCY SUBMITTAL REVISIONS Drawing Title PLUMBING WATER & GAS PLAN r ■I. Job No. 06298 Scale 1 /4 " -I'0" Sheet No. P2.0 Drawn FC Date TOTAL CONNECTED NATURAL GAS LOAD NEW KITCHEN EQUIPMENT EQUIPMENT DESIGNATION QUANTITY DESCRIPTION CFH (EACH) TOTAL CFH 76 77 79 82 83 85 88 ELECTRICAL DATA RANGE (FUTURE) RANGE OPEN BURNER PASTA COOKER FRYER CHAR BROILER PIZZA OVEN 200 139 208 135 110 125 220 200 139 208 135 110 125 220 TOTAL= 1,137 NEW MECHANICAL EQUIPMENT EQUIPMENT DESIGNATION QUANTITY DESCRIPTION CFH (EACH) TOTAL CFH RTU -1 RTU -2 RTU -3 RTU -4 MAU -1 RH WATER HEATER r v-- r .- a-- 0 N ROOF TOP UNIT ROOF TOP UNIT ROOF TOP UNIT ROOF TOP UNIT MAKE -UP AIR RADIANT HEATER WATER HEATER 150 200 350 200 229 25 199 150 200 350 200 229 250 398 TOTAL= 1,777 TOTAL NEW GAS LOAD = 2,914 TOTAL DEVELOPED LENGTH = 250' C 7 " -10" W.C. WITH 0.5 PSI PRESSURE DROP -- RE- CIRCULATING PUMP SCHEDULE MARK MANUFACTURER / MODEL# LOCATION GPM HEAD (FT.) SUCTION & DISCHARGE SIZE IMPELLER SIZE (IN.) ELECTRICAL DATA NOTES VOLTS PHASE HP RP BELL & GOSSETT # NBF- 12U /LW MECH. ROOM 2 11 3/4" N/A 120 1 1/18 A, B, C, D NOTES: A. ALL BRONZE BOOSTER. B. PROVIDE WITH STRAINER UPSTREAM OF PUMP C. PROVIDE ADJUSTABLE, SURFACE MOUNTED AQUASTAT - HONEYWELL L4006G D. SET AQUASTAT TO SHUT OFF RECIRCULATION PUMP AT WATER HEATER SET POINT AND ON AT 1OF BELOW SET POINT WATER HEATER SCHEDULE MARK MANUFACTURER / MODEL# AREA SERVED ENERGY SOURCE TANK SIZE (GALLONS) INPUT RECOVERY (GPH OR GPM) NOTES WH1 RHEEM /RUUD G100 -200 RESTAURANT NATURAL GAS 100 199 MBH 194 GPH A,B WH2 RHEEM /RUUD G100 -200 RESTAURANT NATURAL GAS 100 199 MBH 194 GPH A,B 2" NOTES: A. 100' TEMPERATURE RISE WITH 140'F OPERATING TEMPERATURE. B. FURNISH WITH IMMERSION THERMOSTATS. FIXTURE BRANCH CONNECTION SCHEDULE FIXTURE COLD WATER HOT WATER WASTE VENT WATER CLOSET (FV) 1 -1/4" -- 4" 2" URINAL 1" -- 2" 1-1/2" LAVATORY/ HAND SINK 1/2" 1/2" 2" 1 -1/2" JANITOR'S SINK 1/2" 1/2" 3" 2" FLOOR DRAIN -- -- 2" 2" NOTE: PIPE SIZES SHOWN ARE MINIMUM. 15 rr rm C, FINISHED WALL SURFACE SEAL WALL PENETRATION WATER TIGHT USE CLEAR SILICONE SEALANT. 1.5 "X1.5" SQUARE BOTTOM CHORD OF CANOPY STRUCTURE GAS PIPE SIZE AS INDICATED ON DRAWING P2.0 ROUTE GAS PIPING PARALLEL TO ELECTRICAL RACE WAY AND BOTTOM CHORD OF AWNING FRAME. SEE RADIANT HEATER DETAIL FOR FURTHER INSTRUCTIONS. WALL PENETRATION DETAIL NO SCALE SUPPORT BEVERAGE CONDUIT FROM STRUCTURE, REFER TO SPECIFICATIONS FOR MORE INFORMATION JOIST LONG RADIUS FITTING, MINIMUM 30" RADIUS FLOOR SLAB DO NOT INSTALL PIPES THROUGH FOOTING PAD 3" MINIMUM EXTERIOR WALL ESCUTCHEON ANCHOR CONDUIT TO WALL AS REQUIRED STUB CONDUIT BELOW CEILING AT LOCATIONS SHOWN ON PLAN FINISHED FLOOR TRENCH AND BACKFILL PER SPECIFICATIONS (TYPICAL) PIPE (TYPICAL) INSTALL PIPING ,' OUTSIDE OF / 1 FOUNDATION FLOOR SLAB TYPICAL CONCRETE ENCASEMENT raw v REFER TO SPECIFICATIONS FOR CONDUIT MATERIAL. REFER TO SCHEDULES AND NOTES FOR MORE INFORMATION. PIPING ARRANGEMENT SHOWN IN SCHEMATIC. VERIFY ALL CONNECTION SIZES AND LOCATIONS WITH KITCHEN EQUIPMENT MANUFACTURER'S DRAWINGS. ADJUST TO SUIT FIELD CONDITIONS. REFER TO FLOOR PLANS FOR CONDUIT SIZES. 12" LOAD- BEARING ZONE, j 1 PARALLEL INSIDE AND OUTSIDE OF BUILDING IN 2 ABOVE CEILING BEVERAGE CONDUIT NOT TO SCALE PROVIDE FERNCO MODEL QC BLACK RUBBER CAP (WITH STAINLESS STEEL BAND) ON CONDUIT ENDS TO PROTECT CONDUIT DURING CONSTRUCTION. AFTER TUBE BUNDLE IS PULLED, PUSH BUNDLE TO SIDE OF CONDUIT AND FILL VOID SPACE WITH EXPANDABLE FOAM. TRIM EXCESS FOAM LEVEL WITH CONDUIT TOP. NOTCH OUT RUBBER CAP FOR TUBE BUNDLE AND PLACE OVER CONDUIT TOP, TIGHTEN BAND, SEAL AROUND TUBE BUNDLE WITH BLACK CAULK. TO FOOTING .f fl I 1 OUTSIDE EXTEND SLEEVE 12" PAST LOAD BEARING ZONE, BOTH SIDES OF FOOTING TRANSVERSE TO FOOTING 19 1 GRADE OR PAVING BUILDING FOOTING OR FOUNDATION PROVIDE PLASTIC PIPE - MARKER WARNING TAPE EXTERIOR TO BUILDING ONLY. DO NOT TRENCH UNDER DRIP LINE OF TREES. GRADE OR PAVING PROVIDE SLEEVES AT PROPER ELEVATION AND LOCATION. SLEEVES SHALL BE CAST IRON SOIL PIPE TWO NOMINAL PIPE SIZES LARGER THAN PIPE. 6" MINIMUM TYPICAL CONCRETE ENCASEMENT VERIFY EXCAVATION CONDITIONS (SOIL /ROCK) WITH GEOTECHNICAL REPORT AND /OR SITE INVESTIGATIONS. REFER TO SPECIFICATIONS FOR OTHER CONDITIONS. DO NOT INSTALL PIPES UNDER INTERIOR BUILDING SPREAD FOOTINGS OR PILE CAPS. COORDINATE WITH AFFECTED CONTRACTORS PRIOR TO THE START OF WORK. C PIPE AND TRENCH LOCATION NOT TO SCALE ROOF INSTALL PIPE AT HEIGHT AS REQUIRED TO INSTALL LONG RADIUS FITTING COMPLETELY ABOVE CEILING BEVERAGE CONDUIT, REFER TO SPECIFICATIONS AND FLOOR PLANS FOR MORE INFORMATION CEILING ANCHOR CONDUIT TO STUD INSIDE WALL WALL OR PARTITION CONNECT CONDUIT TO PULL BOX PROVIDED BY KEC. REFERENCE KEC DRAWINGS FOR LOCATION AND DETAILS KITCHEN GENERAL NOTES: 1. REFERENCE KITCHEN EQUIPMENT DRAWINGS FOR ITEMS TO BE FURNISHED AND / OR INSTALLED AND PROVIDE ITEMS AND WORK AS REQUIRED TO COMPLETE THE INSTALLATION OF PLUMBING SYSTEMS FOR KITCHEN EQUIPMENT. REFERENCE THE KITCHEN EQUIPMENT DRAWINGS FOR REQUIRED ROUGH -IN AND FINAL CONNECTIONS FOR KITCHEN EQUIPMENT. REFERENCE THE KITCHEN EQUIPMENT SHOP DRAWINGS PRIOR TO THE START OF INSTALLATION FOR ADDITIONAL REQUIREMENTS. 2. PROVIDE ITEMS AND WORK AS REQUIRED FOR A COMPLETE AND WORKING PLUMBING INSTALLATION FOR EACH PIECE OF KITCHEN EQUIPMENT. PROVIDE ROUGH -INS AND CONNECT TO THE KITCHEN EQUIPMENT WITH TRAPS, SUPPLIES, SHUTOFF VALVES, PIPES TO THE WALL, ESCUTCHEONS, ETC AS SHOWN, SPECIFIED AND REQUIRED. 3. WHERE "FLEX" TUBING IS CALLED FOR, PROVIDE A FOUR FOOT COILED LENGTH OF TYPE "K" SOFT COPPER TUBING FROM WATER SHUT -OFF VALVE TO THE EQUIPMENT CONNECTION OF SAME SIZE AS CONNECTION TO KITCHEN EQUIPMENT WITH 1/4" BEING MINIMUM SIZE. PROVIDE CONNECTORS AND ADAPTERS AS REQUIRED. 4. VERIFY GAS LOADS AND GAS ROUGH -IN OF KITCHEN EQUIPMENT WITH THE KITCHEN EQUIPMENT SHOP DRAWINGS PRIOR TO INSTALLING GAS PIPING. PROVIDE GAS COCKS, UNIONS, ETC. AS SPECIFIED AND REQUIRED. INSTALL GAS QUICK DISCONNECTS WHERE FURNISHED WITH THE KITCHEN EQUIPMENT. 5. PROVIDE INDIRECT WASTE LINES OF SAME SIZE AS CONNECTION TO EQUIPMENT WITH 3/4" BEING MINIMUM SIZE. ROUTE FROM EQUIPMENT CONNECTION POINTS INDICATED TO FLOOR DRAIN OR FLOOR SINK. PROVIDE AIR GAP OF TWO PIPE DIAMETERS MINIMUM PER CODE. 6. COMPLY WITH HEALTH DEPARTMENT REGULATIONS. PROVIDE CLEARANCE FOR CLEANING BEHIND AND UNDER EXPOSED PIPING AS REQUIRED BY HEALTH DEPARTMENT. CONFORM TO HEALTH DEPARTMENT REQUIREMENTS FOR LOCATIONS OF FLOOR SINKS. 7. PROVIDE AIRTIGHT SEAL AROUND PIPING PENETRATIONS THROUGH WALK -IN COOLER OR FREEZER WALLS OR CEILINGS. 8. DO NOT INSTALL PIPING IN COOLER OR FREEZER WALLS. INSTALL EXPOSED PIPING IN A NEAT APPEARING MANNER. 9. INSTALL RIM OF FLOOR DRAINS FLUSH WITH FINISHED FLOOR LEVEL. SLOPE FLOOR TO DRAINS. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. 10. INSTALL RIM OF FLOOR SINK 1/4" ABOVE THE FINISHED FLOOR LEVEL. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. 11. COORDINATE LOCATION OF VENT, WATER, AND GAS PIPING TO AVOID CONFLICT WITH OTHER TRADES. 12. CLEAN INSTALLED PLUMBING FIXTURES AND EQUIPMENT. 13. PROVIDE WALL BACKING OR SPECIFIED CARRIERS FOR THE PROPER SUPPORT OF INSTALLED WALL HUNG FIXTURES AND EQUIPMENT. 14. PROVIDE CHECK VALVES IN HOT AND COLD WATER SUPPLIES FOR 3- COMPARTMENT SINKS, PRE -RINSE UNITS, JANITOR SINKS, MIXING HOSE BIBBS & MIXING WALL HYDRANTS DOWNSTREAM OF SHUTOFF VALVES. 15. SEAL AROUND INSTALLED KITCHEN EQUIPMENT FIXTURES AND WATER AND DRAIN ESCUTCHEONS WITH SILICONE CAULK. 16. PROVIDE APPROPRIATE BACKFLOW PREVENTION DEVICES FOR KITCHEN EQUIPMENT REQUIRING THEM PER LOCAL AUTHORITIES REQUIREMENTS. INSTALL BACKFLOW PREVENTION DEVICES FURNISHED WITH KITCHEN EQUIPMENT. 17. DO NOT LOCATE ANY SOLENOIDS OR MANUAL SHUT -OFF VALVES DOWNSTREAM OF ANY ATMOSPHERIC VACUUM BREAKER. 18. CONDENSATE DRAIN LINES FROM ALL REFRIGERATION UNITS MUST HAVE AN AIR GAP OF AT LEAST TWO (2) PIPE DIAMETERS OVER A WASTE SINK OR OTHER APPROVED RECEPTACLE. 19. CONDENSATE DRAIN LINES FROM ICE MACHINES AND ICE BINS SHALL DISCHARGE ATMOSPHERICALLY BY MEANS OF AN AIR GAP OF AT LEAST TWO (2) PIPE DIAMETERS OVER A WASTE SINK OR OTHER APPROVED RECEPTACLE. 20. PROVIDE VACUUM BREAKERS ON ALL HOSE BIBS. 21. FASTEN PLUMBING PIPING BY MEANS OF COPPER SADDLES, WALL MOUNTED COPPER RINGS, AND SOLDERING PIPES TOGETHER AT 90 DEGREE'S ARE ACCEPTABLE. NO ZIP TIES OR FLOOR MOUNTED STANDS INTO QUARRY TILE. 22. INSTALL SHUT OFF VALVES (WATTS), THERMOSTATIC MIXING VALVES (TMV) AND STAINLESS STEEL BRAIDED HOSES CONCEALED AND HELD TIGHT UNDER EACH SINK, LAVATORY. SOLDER VALVES TO COPPER SUPPLY LINES. PROVIDE ESCUTCHEONS AT WALL PENETRATIONS AND SEAL WATERTIGHT. 23. INSTALL ALL DRAIN PIPES THAT INDIRECTLY DRAIN INTO THE FLOOR SINKS SHALL BE LACATED IN THE BACK CORNER OF THE 1/2 GRATE OPENING AND SOLDERED TOGETHER TO ENSURE THE STAINLESS STEEL STRAINER BASKET OR DOME STRAINER CAN BE EASILY REMOVED FOR CLEANING. PROVIDED BY GAS COMPANY (VERIFY) PRESSURE TEST RUING METER BYPASS STRAINER PIPE INCREASER REGULATOR SET AT DISCHARGE PRESSURE INDICATED ON FLOOR PLAN. GAS COCK (TYPICAL) METER BYPASS GAS METER OF CFH CAPACITY SHOWN ON FLOOR PLAN GRADE OR PAVEMENT NATURAL GAS SERVICE LINE - T PROVIDE LINE SIZE CORRUGATED STAINLESS STEEL TUBE WITH FEMALE ADAPTER UNIONS (LENGTH AS REQUIRED), TO PATIO HEATER SO THAT HEATER PROJECTION ANGLE CAN BE ADJUSTED .I GAS METER SETTING NOT TO SCALE ELECTRICAL FLEX CONDUIT RE: ELECTRICAL DRAWINGS FOR REQUIREMENTS CAS PIPE SIZE GAS COCK DRAWING P2.0 AS INDICATED ON INSTALL RADIANT HEATER CENTERED ON MOUNTING BRACKET AS INDICATED IN THE DETAILS. ROUTE GAS PIPING PARALLEL TO ELECTRICAL RACEWAY AND AS TIGHT AS POSSIBLE TO AWNING, BOTTOM STRUCTURAL CORD. RADIANT HEATER DETAIL NO SCALE PROVIDED UNDER DIVISION 15 ROUTE GAS PIPE UP EXTERIOR WALL AND TO ROOF AS SHOWN ON PLAN ANCHOR RISER TO WALL AT TEN FOOT INTERVALS USING fff OFFSET RISER CLAMPS PROVIDE EARTHQUAKE ACTIVATED AUTOMATIC GAS SHUT -OFF VALVE HERE IF REQUIRED BY LOCAL AUTHORITIES. ANCHOR VALVE TO BUILDING WALL. WALL PENETRATION PER SEPARATE DETAIL 6" LONG DIRT LEG AT BOTTOM OF RISER. GAS SHUT -OFF COCK PIPE INCREASER PIPE UNION WITH GROUND JOINT VERIFY REQUIREMENTS FOR METERING AND PIPING WITH GAS COMPANY. COORDINATE WITH GAS COMPANY WITH REGARD TO INSTALLATION OF OTHER PLUMBING UTILITIES IN VICINITY, IF ANY. APPLY FOR AND PAY GAS COMPANY FEES FOR INSTALLATION. USE WELDED OR SCREWED PIPE AND FITTINGS PER PLUMBING SPECIFICATIONS. ROUTE AND ANCHOR PIPING TIGHT TO AND ON TOP AWNING ALUMINUM FRAME. COORDINATE WITH ARCHITECT AND STRUCTURAL PLANS PRIOR TO INSTALLATION 1.5"X1.5" SQUARE BOTTOM CHORD OF CANOPY STRUCTURE GENERAL NOTES: 1. DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT THE GENERAL SCOPE OF THE WORK. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE TO OBSERVE THE EXISTING CONDITIONS OF THE PROJECT. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND PLANS FOR ADDITIONAL REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CAI I FD OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2. FURNISH A CONSTRUCTION RECORD SET OF "AS- BUILT" DOCUMENTS TO THE ARCHITECT REFLECTING ANY VARIANCES OF INSTALLED PIPING LOCATIONS OR EQUIPMENT CONTRARY TO THE CONSTRUCTION DOCUMENTS PREPARED BY THE ENGINEER -OF- RECORD AFTER FINAL INSPECTION OF INSTALLED PLUMBING SYSTEMS. 3. FURNISH TO THE ARCHITECT A COPY OF INSPECTION REPORTS AND APPROVAL CERTIFICATES FROM LOCAL AND STATE INSPECTIONS. 4. INSTALLATION SHALL COMPLY WITH LEGALLY CONSTITUTED CODES AND THE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AND ALSO MEET ALL REQUIREMENTS OF THE LANDLORD. 5. PLANS AND SPECIFICATIONS GOVERN WHERE THEY EXCEED CODE REQUIREMENTS. 6. VERIFY LOCATION AND DEPTH OF UTILITIES AT POINTS OF CONNECTION BEFORE START OF PROJECT. 7. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND MOUNTING HEIGHTS OF PLUMBING FIXTURES. 8. DO NOT SCALE FLOOR PLANS FOR EXACT HORIZONTAL LOCATION OF PIPE ROUTING. 9. VALVES SHALL BE LINE SIZE UNLESS OTHERWISE NOTED. 10. PIPING IN FINISHED AREAS SHALL BE ROUTED CONCEALED; EXPOSED PIPING, WHERE NECESSARY, SHALL BE ROUTED AS HIGH AS POSSIBLE AND TIGHT TO WALLS. 11. COORDINATE ALL WORK WITH OTHER TRADES AND CONTRACTORS. 12. COORDINATE PIPING INSTALLATION WITH STRUCTURAL GRADE BEAMS, FOOTINGS, COLUMN PIERS, ETC. SLEEVE PIPING THROUGH GRADE BEAMS, FOOTING, ETC. WHERE REQUIRED AND AS NOTED ON PLANS. COORDINATE SLEEVE INSTALLATIONS WITH THE ARCHITECT, STRUCTURAL ENGINEER, STRUCTURAL CONTRACTOR AND GENERAL CONTRACTOR BEFORE CONCRETE IS INSTALLED. 13. CLEAN FAUCET AERATORS AND PIPE STRAINERS PRIOR TO TURNING BUILDING OVER TO THE OWNER. 14. PROVIDE TRAP PRIMERS AS INDICATED ON THE DRAWINGS. 15. COORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS. DO NOT ROUTE PIPING OVER ELECTRICAL PANELS. 16. PAINT ALL EXPOSED GAS PIPING USING RUST INHIBITOR PAINT. PAINT COLOR SHALL BE YELLOW. 17. COORDINATE ALL ROOF PENETRATIONS WITH OTHER TRADES. MAINTAIN 10' MINIMUM CLEARANCE FROM ALL AIR INTAKES. MAINTAIN 2' CLEARANCE FROM ALL OTHER EQUIPMENT. 18. INSULATE PIPING ROUTED IN EXTERIOR BUILDING WALLS WITH MINIMUM 2" BATT INSULATION TO PREVENT FREEZING. 19. WATER HAMMER ARRESTERS ARE SIZE "A" UNLESS NOTED OTHERWISE. 20. DOMESTIC COLD WATER PIPE SIZING IS BASED ON A VELOCITY NOT TO EXCEED 8 FEET PER SECOND AND HOT WATER PIPING IS BASED ON A VELOCITY NOT TO EXCEED 5 FEET PER SECOND. 21. CONTRACTOR SHALL NOTIFY THE ARCHITECT AS SOON AS POSSIBLE IF CONFLICTS ARE FOUND WITH NEW INSTALLATION, SLOPE, SIZE OR VELOCITY. 22. FLOW CONTROL VALVE BODIES ARE SIZE 1/2" AND FLOW RATE OF 0.5 GPM UNLESS NOTED OTHERWISE. 23. PROVIDE CHECK VALVES IN HOT AND COLD WATER SUPPLIES FOR MOP SINK FAUCETS DOWNSTREAM OF SHUTOFF VALVES. 24. NO PLASTIC PIPE SHALL BE INSTALLED ABOVE THE CEILING. 25. USE ADHESIVE CAULK FOR ALL WATER AND DRAIN ESCUTCHEONS. 26. USE "4 -BAND CLAMPS" ONLY ON "WET" PIPES ABOVE THE FLOOR SLAB, NOT ON VENTS. 27. PROVIDE BRAIDED STAINLESS STEEL HOSE FOR KITCHEN EQUIPMENT FAUCETS. FOR THERMOSTATIC MIXING VALVES (TMV), PROVIDE COPPER PIPE FROM WATER SUPPLY STUB TO TMV, THEN PROVIDE BRAIDED HOSE FROM TMV TO FAUCET CONNECTION. BRAIDED STAINLESS STEEL HOSE SHALL BE EQUIVALENT TO AQUAFLO BY LSP PRODUCTS. COORDINATE CONNECTION SIZES BETWEEN THE WATER SUPPLY STUB AND FAUCET WITH THE KITCHEN EQUIPMENT DRAWINGS. 28. INSTALL WALL CLEANOUT AT LEAST 3" ABOVE THE COVED BASE. WALL CLEAN OUT COVER SHALL NOT CUT IN TO COVED BASE. 29. INSTALL ALL DRAIN PIPES THAT INDIRECTLY DRAIN INTO THE FLOOR SINKS SHALL BE LACATED IN THE BACK CORNER OF THE 1/2 GRATE OPENING AND SOLDERED TOGETHER TO ENSURE THE STAINLESS STEEL STRAINER BASKET OR DOME STRAINER CAN BE EASILY REMOVED FOR CLEANING. 30. STORM WATER CALCS ARE BASED ON 1" OF RAINFALL PER HOUR. TIME SWITCH; INTERMATIC #ET171CSPST, 7 DAY, ONE CIRCUIT - SINGLE POLE SINGLE THROW, ELECTRONIC TIME SWITCH OR EQUAL BY TORK. TIME SWITCH SHALL BE MOTOR RATED (1 H.P. © 120 VOLT, SINGLE PHASE), MINIMUM OF 20 SET POINTS (10 ON /OFF CYCLES) AND BATTERY BACK UP. COORDINATE WITH DIVISION 16 FOR INSTALLATION AND INTERLOCK OF TIME SWITCH IN SERIES WITH THE AQUASTAT AND RECIRCULATION PUMP. UR ADA COMPLIANT URINAL: KOHLER # K5016 -ET "DEXTER" WHITE VITREOUS CHINA, WALL HUNG, INTEGRAL TRAP, 3/4" TOP SPUD, 14.5" EXTENDED RIM, SIPHON FLUSH ACTION, FLUSHING RIM. PROVIDE WITH 1.0 GALLON LOW CONSUMPTION TYPE; SLOAN "OPTIMUM PLUS G2" # 8186 -G2 EXPOSED CHROME- PLATED FLUSH VALVE WITH BATTERY POWERED, SENSOR OPERATED TYPE, VALVE AND ESCUTCHEON, INTEGRAL SCREWDRIVER STOP, SOLID PIPE RING SUPPORT, SWEAT ADAPTER KIT, AND VACUUM BREAKER. PROVIDE CARRIER WITH STANCHIONS TO FLOOR. MOUNT WITH RIM 17" ABOVE FINISHED FLOOR. FLUSH VALVE HANDLE SHALL BE MAXIMUM 44" AFF. PROVIDE 30" CLEAR SPACE BETWEEN PRIVACY SCREENS. INSTALLATION SHALL CONFORM TO ALL ADA REQUIREMENTS. FLOOR MOUNTED WATER CLOSET: KOHLER # K4350 "WELLCOMME" FLUSH VALVE TYPE, 1 -1/2" TOP SPUD, FLOOR MOUNTED BOTTOM OUTLET, WHITE VITREOUS CHINA, ELONGATED BOWL, SIPHON JET ACTION, 1.6 GALLONS PER FLUSH LOW CONSUMPTION TYPE; CHURCH # 9500SSC WHITE OPEN - FRONT CONTOURED SOLID PLASTIC HEAVY DUTY SEAT LESS COVER WITH SELF- SUSTAINING CHECK HINGES AND STAINLESS STEEL BOLTS; : SLOAN "SLOAN" # 111 EXPOSED CHROME - PLATED DIAPHRAGM TYPE FLUSH VALVE WITH CHLORAMINE RESISTANT DIAPHRAGM AND PROTECTED ORIFICE, OSCILLATING ADA COMPLIANT HANDLE, ESCUTCHEON, INTEGRAL SCREWDRIVER STOP WITH VANDAL RESISTANT CAP, VACUUM BREAKER, AND SWEAT ADAPTER KIT. ANCHOR FLUSH VALVE PIPE SECURELY IN WALL OR CHASE. MINIMUM 25 PSI WATER PRESSURE REQUIRED. ADA COMPLIANT FLOOR MOUNTED WATER CLOSET: KOHLER # K4368 "HIGHCUFF" FLUSH VALVE TYPE, 1 -1/2" TOP SPUD, FLOOR MOUNTED BOTTOM OUTLET, WHITE VITREOUS CHINA, ELONGATED BOWL, SIPHON JET ACTION, 1.6 GALLONS PER FLUSH LOW CONSUMPTION TYPE; CHURCH # 9500SSC WHITE OPEN -FRONT CONTOURED SOLID PLASTIC HEAVY DUTY SEAT LESS COVER WITH SELF - SUSTAINING CHECK HINGES AND STAINLESS STEEL BOLTS: : SLOAN "SLOAN" # 111 EXPOSED CHROME - PLATED DIAPHRAGM TYPE FLUSH VALVE WITH CHLORAMINE RESISTANT DIAPHRAGM AND PROTECTED ORIFICE, OSCILLATING ADA COMPLIANT HANDLE, ESCUTCHEON, INTEGRAL SCREWDRIVER STOP WITH VANDAL RESISTANT CAP, VACUUM BREAKER, AND SWEAT ADAPTER KIT. ANCHOR FLUSH VALVE PIPE SECURELY IN WALL OR CHASE. NSTALLATION SHALL CONFORM TO ADA REQUIREMENTS. INSTALL FLUSH VALVE HANDLE ON THE WIDE SIDE OF THE STALL. MINIMUM 25 PSI WATER PRESSURE REQUIRED. INSTALLATION SHALL CONFORM TO ALL ADA REQUIREMENTS. CWCO) WALL CLEANOUT: JAY R. SMITH # 4530S, CAST IRON CLEANOUT TEE, COUNTER SUNK PLUG, STAINLESS STEEL ROUND COVER AND SCREW, AND IRON PLUG WITH GASKET SEAL. REFER TO SPECIFICATIONS FOR INSTALLATION. (WHA) WATER HAMMER ARRESTER: PRECISION PLUMBING PRODUCTS OR SIOUX CHIEF, WITH PISTON AND 0 -RING CONSTRUCTION, HAVING PDI AND ASSE CERTIFICATION. PROVIDE PDI SIZES AS REQUIRED BY PDI STANDARDS AND SHOWN ON PLANS, SIZES "A" THROUGH "F ". PLUMBING FIXTURE SCHEDULE: FIXTURES IN THIS SCHEDULE OR THEIR APPROVED EQUIVALENT ARE PROVIDED BY THE PLUMBING CONTRACTOR. SUBMIT SHOP DRAWINGS ON EACH OF THESE ITEMS. VERIFY ROUGH -IN REQUIREMENTS WITH MANUFACTURER'S DRAWINGS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE WATER CONSERVING FIXTURES AND APPURTENANCES IF /AS REQUIRED BY LOCAL AUTHORITIES. C AP ) ACCESS PANEL JAY R. SMITH # 4767 - (SIZE INDICATED ON PLAN) - CL, TYPE 304 STAINLESS STEEL DOOR AND FRAME WITH CONCEALED HINGE, KEY OPERATED CYLINDER LOCK, AND 1/4" SLOTS FOR INSTALLATION IN PLASTER OR WET WALL CONSTRUCTION. (BFP1) DOUBLE CHECK VALVE BACKFLOW PREVENTER; WATTS # 007QT -S, CAST BRONZE BODY, QUARTER TURN TEST COCKS, QUARTER TURN FULL PORT BALL VALVES, AND CAST BRONZE STRAINER. (BFP2) DOUBLE CHECK VALVE BACKFLOW PREVENTER; WATTS # SS007M1QT -S, 316 STAINLESS STEEL BODY, QUARTER TURN TEST COCKS, QUARTER TURN FULL PORT BALL VALVES, AND STAINLESS STEEL STRAINER. (BFP3) DOUBLE CHECK VALVE: WATTS # 9BD, STAINLESS STEEL BODY, 3/8" INLET AND OUTLET, WITH ATMOSPHERIC PORT. (BFP4) REDUCED PRESSURE ZONE BACKFLOW PREVENTER: WATTS # 009QT -S, CAST BRONZE BODY, QUARTER TURN TEST COCKS, QUARTER TURN VALVES FULL PORT VALVES, BRONZE STRAINER, AND # 909AG AIR GAP FTTTI N G. (DSC) DOWNSPOUT COVER: ZURN #Z- 199 -DC, ROUND FABRICATED STAINLESS STEEL COVER WITH SECURED PERFORATED STAINLESS STEEL STRAINER. CECO) EXTERIOR CLEANOUT: JAY R.SMITH # 4261L SERIES DUCO CAST IRON DOUBLE FLANGED HOUSING WITH HEAVY DUTY SECURED SCORIATED CAST IRON COVER WITH LIFTING DEVICE AND CLEANOUT BODY WITH ABS PLASTIC PLUG WITH GASKET SEAL AND PUSH -ON JOINT. REFER TO SPECIFICATIONS AND DETAIL FOR INSTALLATION. CFCO) PVC FLOOR CLEANOUT: SIOUX CHIEF # 852 SERIES WITH SQUARE SCORIATED MEDIUM DUTY CAST NICKEL ADJUSTABLE TOP, IN UNFINISHED AREAS, WITH FLANGED PVC ADAPTER WITH BLANK TRAP PRIMER PORT AND POLYPROPYLENE THREADED PLASTIC PLUG WITH THREADED BRASS INSERT. INSTALL WITH CARPET MARKER IN CARPETED FLOOR AREAS. CLEAN AND POLISH TOP AFTER INSTALLATION WHERE EXPOSED. REFER TO SPECIFICATIONS FOR INSTALLATION. ( FD1) PVC FLOOR DRAIN: SIOUX CHIEF # 842 -36PNQ ( -8) SERIES WITH ADJUSTABLE SIX AND ONE -HALF INCH SQUARE MEDIUM DUTY CAST NICKEL STRAINER, WITH FLANGED PVC ADAPTER AND TRAP PRIMER PORT. CLEAN AND POLISH STRAINER AFTER INSTALLATION, PROVIDE A P- TRAP, SIZE OF TRAP AND WASTE ARM AS SHOWN. INSTALL WITH TOP OF DRAIN 1/2" BELOW FLOOR ELEVATION, SLOPE FLOOR TO DRAIN FOR 12" RADIUS AROUND. SECURE STRAINER WITH SCREWS. FD2) PVC FLOOR DRAIN: SIOUX CHIEF # 842 -36PNR ( -8) SERIES WITH ADJUSTABLE SIX AND ONE -HALF INCH ROUND MEDIUM DUTY CAST NICKEL STRAINER, WITH FLANGED PVC ADAPTER AND TRAP PRIMER PORT. CLEAN AND POLISH STRAINER AFTER INSTALLATION, PROVIDE A P- TRAP, SIZE OF TRAP AND WASTE ARM AS SHOWN. INSTALL WITH TOP OF DRAIN 1/2" BELOW FLOOR ELEVATION, SLOPE FLOOR TO DRAIN FOR 12" RADIUS AROUND. SECURE STRAINER WITH SCREWS. ( FD3) FLOOR DRAIN: JAY R. SMITH # 2141L ( -B -M), 5 "DEEP CAST IRON BODY, 12" ROUND, LOOSE, HEAVY DUTY, DUCTILE IRON GRATE, SEDIMENT BUCKET, BOTTOM OUTLET, SEEPAGE PAN, AND MEMBRANE FLASHING CLAMP. USE PUSH -ON JOINT OF OUTLET SIZE AS SHOWN ON PLANS. ( HB) HOSE BIBB: CHICAGO FAUCET # 952 -CP, POLISHED CHROME PLATED BRASS, 3/4" FEMALE INLET, 3/4" THREADED HOSE CONNECTION, # 293 -6 LOOSE KEY HANDLE, AND INTEGRAL VACUUM BREAKER. (HFCO) FLOOR CLEANOUT - HEAVY DUTY: JAY R. SMITH # 4111 L CAST IRON BODY, FLASHING FLANGE WITH CLAMPING COLLAR, ABS PLUG, AND ADJUSTABLE, ROUND, SECURED, HEAVY DUTY SCORIATED NICKEL BRONZE TOP. EXPANSION TANK: AMTROL "THERM -X -TROL" # ST -25, WELDED STEEL PRESSURE TANK, POLYPROPYLENE LINING, FLEXIBLE BUTYL DIAPHRAGM, AIR CHARGING VALVE, 150 PSI MAXIMUM WORKING PRESSURE, 10.3 GALLON CAPACITY, 1.0 MAXIMUM ACCEPTANCE FACTOR, 3/4" PIPE CONNECTION. SET THE AIR CHARGE PRESSURE TO MATCH EXISTING WATER SYSTEM PRESSURE. PVC FLOOR SINK: SIOUX CHIEF # 861 -4PNW WITH 6" DEEP SQUARE PVC BODY WITH PVC SOCKET OUTLET, ANCHOR FLANGE, STAINLESS STEEL WIRE MESH DEBRIS BUCKET, 12" SQUARE CAST NICKEL RIM AND HALF GRATE. CLEAN AND POLISH AFTER INSTALLATION. IF TRAP PRIMER IS INDICATED ON THE DRAWINGS, PROVIDE A P -TRAP, SIZE OF TRAP AND WASTE ARM AS SHOWN. IF NO TRAP PRIMER IS INDICATED ON THE DRAWINGS, PROVIDE A DEEP SEAL TRAP WITH BLANK TRAP PRIMER PORT. SECURE GRATE WITH ONE (1) STAINLESS STEEL SCREW. FLOOR SINK: JAY R. SMITH # 3161C ( -12), 10" DEEP CAST IRON BODY WITH ACID RESISTING ENAMELED INTERIOR, ANCHOR FLANGE WITH SEEPAGE HOLES, CLAMP COLLAR, ALUMINUM SEDIMENT BUCKET, AND 12" SQUARE NICKEL BRONZE RIM AND HALF GRATE. USE PUSH -ON JOINT OF OUTLET SIZE AS SHOWN ON PLANS. SECURE GRATE WITH ONE (1) STAINLESS STEEL SCREW. JANITOR'S SINK: CHICAGO FAUCET # 897 -CP FAUCET WITH WALL BRACE AND VACUUM BREAKER, HOSE THREADS, PAIL HOOK, AND STAINLESS STEEL WALL SURROUNDS. PROVIDE 3" TRAPPED AND VENTED WASTE CONNECTION WITH "FD2" FLOOR DRAIN AND STAINLESS STEEL WALL SURROUNDS. UNDER COUNTER LAVATORY: JUST # UCIF- ADA -12 -6, STAINLESS STEEL, FOR UNDER COUNTER MOUNT. PROVIDE WITH DELTA # 86T1153, DECK MOUNTED METERING FAUCET, LEVER HANDLES, 4" CENTERSET, .25 GPM AERATOR; MCGUIRE # 155A GRID DRAIN WITH TAILPIECE, MCGUIRE # 2167CCLK ANGLE STOP VALVE WITH RISER AND ESCUTCHEON, MCGUIRE # 8872 -C -F 17 GAUGE TUBULAR CHROME PLATED BRASS ADJUSTABLE P- TRAP WITH BRASS CLEANOUT AND ESCUTCHEON. SET IN BED OF PUTTY. PROVIDE TRUEBRO "HANDI LAV- GUARD" # 102 INSULATION KIT ON WATER AND WASTE PIPES. INSTALLATION SHALL CONFORM TO ADA REQUIREMENTS. WALL - MOUNTED WHEELCHAIR LAVATORY (ADA ACCESSIBLE): KOHLER # K- 2867 -4 22" X 18" X 34" RECTANGULAR WALL MOUNTED WHITE VITREOUS CHINA FIXTURE WITH FAUCET LEDGE AND OVERFLOW. FAUCET: PROVIDE WITH DELTA # 501 -WF, DECK MOUNT WITH SINGLE HANDLE CONTROL AND STAINLESS STEEL BALL TYPE REPLACEABLE SEATS, 2.0 GPM AERATOR, LESS POP UP STOPPER. TRIM: MCGUIRE # 155A GRID DRAIN WITH TAILPIECE, MCGUIRE # 8872 -C -F 17 GAUGE TUBULAR CHROME PLATED BRASS ADJUSTABLE P -TRAP WITH BRASS CLEANOUT AND ESCUTCHEON. PROVIDE TRUEBRO "HANDI LAV- GUARD" # 102 INSULATION KIT ON WATER AND WASTE PIPES. INSTALLATION SHALL CONFORM TO ADA REQUIREMENTS. NON- FREEZE WALL HYDRANT: JAY R. SMITH # 5509QT -WC, BRONZE NICKEL PLATED HYDRANT, INTEGRAL VACUUM BREAKER, QUARTER - TURN "T" HANDLE KEY, 3/4" THREADED HOSE CONNECTION, ADJUSTABLE WALL CLAMP, AND STAINLESS STEEL BOX. CN MWH) NON - FREEZE MIXING WALL HYDRANT: JAY R. SMITH # 5560QT -WC -H, BRONZE NICKEL PLATED HYDRANT, 3/4" HOT AND COLD INLETS, INTEGRAL VACUUM BREAKER, QUARTER -TURN "T" HANDLE KEY, 3/4" THREADED HOSE CONNECTION, ADJUSTABLE WALL CLAMP, AND BRONZE BOX WITH CHROME- PLATED FACE. CORD) OVERFLOW ROOF DRAIN: JAY R. SMITH # 1320Y ( -C -R- CID- WD -02), 12" DIAMETER CAST IRON BODY, FLASHING CLAMP, GRAVEL STOP, UNDERDECK CLAMP, SUMP RECEIVER, HUBLESS OUTLET, AND CAST IRON DOME BOLTED OR LOCKED DOWN AND 2" HIGH WATER DAM. PROVIDE OUTLET SIZE AS SHOWN ON PLANS. CORDL) OVERFLOW ROOF DRAIN: JAY R. SMITH # 1080Y ( -C -R- CID- WD -02), 15 -1/4" DIAMETER CAST IRON BODY, FLASHING CLAMP, GRAVEL STOP, UNDERDECK CLAMP, SUMP RECEIVER, HUBLESS OUTLET, AND CAST IRON DOME BOLTED OR LOCKED DOWN AND 2" HIGH WATER DAM. PROVIDE OUTLET SIZE AS SHOWN ON PLANS. (PRV1) PRESSURE REDUCING VALVE: WATTS # 223, BRONZE BODY, STAINLESS STEEL SEAT, INLET AND OUTLET SIZE AS SHOWN ON PLANS, 25 - 75 PSI REDUCED PRESSURE RANGE, AND 50 PSI NO FLOW PRESSURE. SET OUTLET PRESSURE TO 75 PSI. (PRV2) PRESSURE REDUCING VALVE: WATTS # U5BLP -GG, BRONZE BODY, STAINLESS STEEL SEAT, STAINLESS STEEL INTEGRAL STRAINER, INTEGRAL THERMAL BYPASS, 160 LB. PRESSURE GAUGE AND TAPPING, 3/4" INLET AND OUTLET, 10 - 35 PSI REDUCED PRESSURE RANGE, AND 30 PSI NO FLOW PRESSURE. SET OUTLET PRESSURE TO 35 PSI. ( RD ) ROOF DRAIN: JAY R. SMITH # 1320Y (-C-R-CID), 12" DIAMETER CAST IRON BODY, FLASHING CLAMP, GRAVEL STOP, UNDERDECK CLAMP, SUMP RECEIVER, NO -HUB OUTLET, ADJUSTABLE EXTENSION, AND CAST IRON DOME BOLTED OR LOCKED DOWN. PROVIDE OUTLET SIZE AS SHOWN ON PLANS. CRDL) ROOF DRAIN: JAY R. SMITH # 1010Y ( -C -R -CID), 15 -1/4" DIAMETER CAST IRON BODY, FLASHING CLAMP, GRAVEL STOP, UNDERDECK CLAMP, SUMP RECEIVER, NO -HUB OUTLET, ADJUSTABLE EXTENSION, AND CAST IRON DOME BOLTED OR LOCKED DOWN. PROVIDE OUTLET SIZE AS SHOWN ON PLANS. C RH ) INFRARED RADIANT BOX HEATER: SUN -PACK #525 -NAT BLACK, GAS FIRED PATIO HEATERS OF 25,000 BTU'S, CERTIFIED FOR INDOOR AND OUTDOOR INSTALLATION. MOUNT WITH 30 DEGREE ANGLE AND MANUFACTURER'S RECOMMENDED CLEARANCES. COORDINATE INSTALLATION WITH OTHER TRADES. THERMOSTATIC MIXING VALVE: POWERS # 480, SOLID BRASS BODY, WAX ELEMENT, CORROSION RESISTANT INTERNAL PARTS, AND INTEGRAL CHECKS, ASSE 1016 COMPLIANT, CAPABLE OF 2.2 GPM WITH A 20 PSI DIFFERENTIAL AND A MINIMUM FLOW RATE OF 0.5 GPM. MAXIMUM TEMPERATURE STOP SET FOR 110 DEGREES AND MINIMUM 100 DEGREES. MOUNT BELOW THE PLUMBING FIXTURE WHERE INDICATED ON PLAN(S). ( TP ) TRAP PRIMER WITH DISTRIBUTION UNIT: PRECISION PLUMBING OR SIOUX CHIEF PRODUCTS "PRIME - RITE" WITH INTEGRAL VACUUM BREAKER. PROVIDE WITH DISTRIBUTION UNIT. SEE DETAILS. PLUMBING LEGEND: 5 -- -� 5-- -� 5- NPW- -, 5- HWR --- S SST -� S -OST --S S- TW --S S-SCW- S 5--- FW --S 5-- V - S S- -VBF -- S S S S- S- -S S W- S S- -W S S GW -- S 5- -GW S 5- CD- S S- - - ID - - -S S G S 5- -G- -S S-- FP- S S 10 ' ID S +Q S S S iz' S S ® S " S 91 S S S ICI S 9 I' ❑❑ S S 5- 0 c_, 1 AFF AFG BFF BFG DN FCO FL GPM IE PDI VBF VTR WC TFA FFA TFB FEB I I 3 II DOMESTIC COLD WATER (CW) DOMESTIC HOT WATER (NW) NON POTABLE WATER (NPW) HOT WATER RECIRCULATION 120'F (HWR) STORM SEWER OVERFLOW STORM SEWER TEMPERED HOT WATER (TW) SOFTENED COLD WATER FILTERED WATER PLUMBING VENT ABOVE FLOOR (V) PLUMBING VENT BELOW FLOOR (VBF) SANITARY PIPING ABOVE FLOOR (5) SANITARY PIPING BELOW FLOOR (5) WASTE PIPING ABOVE FLOOR (W) WASTE PIPING BELOW FLOOR (W) GREASE WASTE ABOVE FLOOR (GW) GREASE WASTE BELOW FLOOR (GW) CONDENSATE DRAIN (CD) INDIRECT DRAIN (ID) NATURAL GAS BELOW ROOF NATURAL GAS ABOVE ROOF FIRE PROTECTION RISE AND FALL IN PIPING ELBOW UP & ELBOW DOWN IN PIPING WITH SHUTOFF VALVE (SOV) TEE UP & TEE DOWN IN PIPING WITH SHUTOFF VALVE (Soy) BALL VALVE SHUTOFF VALVE CHECK VALVE STRAINER STRAINER WITH BLOWOFF RECIRCULATION PUMP SOLENOID VALVE RELIEF /SAFETY VALVE WATER HAMMER ARRESTER WITH PDI SIZES: A, B, C, D, AND E THERMOSTATIC MIXING VALVE GAS COCK PRESSURE GAUGE THERMOMETER UNION MANUAL / AUTOMATIC AIR VENT OR VACUUM VALVE DIRECTION OF FLOW WALL HYDRANT HOSE BIBB CAP WALL CLEANOUT (WCO) CLEANOUT (CO) P -TRAP FLOOR CLEANOUT EXTERIOR CLEANOUT (ECO) FLOOR DRAIN (FD) SIZE & TYPE FLOOR SINK (FS) SIZE & TYPE ISOMETRIC FLOOR PENETRATION PLUMBING PLAN NOTE CALLOUT EQUIPMENT DESIGNATION (CONTRACTOR FURNISHED AND INSTALLED) EQUIPMENT DESIGNATION (OWNER FURNISHED, CONTRACTOR INSTALLED) RELIEF MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR FURNISHED UNLESS NOTED OTHERWISE) MECHANICAL OR FIRE PROTECTION NOTE CALLOUT DETAIL REFERENCE CONNECT TO EXISTING ABOVE FINISHED FLOOR ABOVE FINISHED GRADE BELOW FINISHED FLOOR BELOW FINISHED GRADE DOWN EXISTING TO REMAIN FLOOR CLEANOUT FLOW LINE GALLON PER MINUTE INVERT ELEVATION PLUMBING DRAINAGE INSTITUTE VENT BELOW FLOOR VENT THRU ROOF WATER COLUMN TO FLOOR ABOVE FROM FLOOR ABOVE TO FLOOR BELOW FROM FLOOR BELOW REVIEVVW I CODE COMPLIANCE APPROVED JUN 1 5 2007 City Of Tukwila ILDING DIVISION ( RECEIVED CITY OF7UKUUII A MAY 0 3 700/ PERM1TITER rill HENDERSON II ENGINEERS aligNINCORPORATED 8325 LENEXA DRIVE, SUITE 400 LENEXA, KANSAS 66214 - 1695 PH 913.307.5300 FX 913.307.5400 WWW.HENDERS❑NENSINEERS.0 ❑M ❑65❑❑ ❑1814 architecture + interiors SCHEER TANAKA DENNEHY RILEY ARCHITECTS 3190 -K Airport Loop Drive Costa Mesa, California 92626 (714) 444 -1960 (714) 444 -3160 Fax design©stdr.net FIELD VERIFICATION Contractor shag verify all figured dimensions and conditions at the job site and notify STDR Architects, Inc. of any dimensional errors, omissions or discrepancies before beginning or fabricating any work. Do not scale these drawings. COPYRIGHT These drawings are the property and copyright of Scheer Tanaka Dennehy Riey Architects, Inc. and shall not be used on any other work except by agreement with Scheer Tanaka Dennehy Riey Architects, Inc. © STDR ARCHITECTS, INC. 1 2 2 -20 -07 5 -01 -07 HEALTH SUBMITTAL AGENCY SUBMITTAL REVISIONS Drawing Title PLUMBING SCHEDULES AND NOTES Job No. 06298 Scale NO SCALE Drawn FC Date Sheet No. P3.0 ;':1Programs1Califomfa Pizza KItchenl0650001814 Tukwila WA - South Centen0001Plum10650001814P30.dwg, Piot, 4/27/2007 326:0D PM, douge, 1:1 G' Z ▪ \ 1 12'0 CFH • ( ti �RTU� �� (1,131/2 (82 200 CFH PROVIDE SEISMIC GAS SHUT OFF VALVE INSTALLED PER LOCAL CODE ORDINANCE USING "PACIFIC SEISMIC PRODUCTS ". INSTALL VALVE AT GAS METER /REGULATOR ASSEMBLY. MOUNT VALVE RIGIDLY TO THE EXTERIOR OF THE BUILDING CONTAINING THE FUEL GAS PIPING. GAS METER SET CD 7 " -10" W.C. TOTAL DEVELOPED LENGTH = 250' TOTAL CONNECTED LOAD = 2,914 CFH I I • ^ .-- • i ..• I ' (RTU) ./ I • 4 I r2 _ 1 CAP FOR FUTURE 200 CFH 76 L Y 1-1/4"G CFH 125 CFH 83 I tiG � .z ▪ 1 350 CFH 1 "G I --*" J 85 1 "G 3 "G HEADER 3" (FD3) y . 135 CFH 82 1 "G . 1 FS2 34 M7 4" 139 CFH 77 208 CFH 179 j N (wco) � - N :. 2'y Z \ > �\ N I tr 4°\N .1 1 -1/4 "G 1 -1/4 "G 3" CFD2 "Nf?' 3 "GW (FM) ) GAS RISER DIAGRAM NO SCALE F• 1-1/4"G " L' 4 "GW • 38 —3 "GW (wco) I ' x (2, 5 • �. . GFf�) r. 229 J �• G �I S Fr+) c `~:�(so o . • _ ' ▪ /RTU\ I • � IIc 1 . 150 CFH GAL) 220 3 "G � 'G� CFH HEADER \� \ 88 1 -1/4 "G �Y 4h v 4 �c w 'Tjb 3 " (F 3" ( � FD2) 94 24 Jli 2 I / • 7 GF G- (1,029 CFH) 229 G�'G_� ( .1 3� J r J �- 4" %v .... _ N Z Y� • • 4„ 1 l 38 l „ C. [ 4yf I Y " J N� 3 w 3" 3" (FS 1) CFD2) I. • - 00 cFM • • I F-E -1/ (FCO) 3"V y 4" / 2 "GW .'I J � - F • I •• • . . �.- L •�. . . �� •• 1 /�- < • • 4- 2 `� _ (4� 200 CFH .2� CFH c ) G G� ` • 2S0 (15 ° Itk CS J ' Z c . 1 ROOF PENETRATION (TYPICAL) ----c 3" CFD2) 38 2 "GW 5' 4hW 3 "W �\ 3" (FD1) 3" (FS1) M10 3" 74 M68 ( FS1) 0 1 WASTE AND VENT RISER DIAGRAM NO SCALE 3 ,, CFD2) N C (WCD) 3 " GW � 4'G w 4"VTR 2'v Y G�� '1r (wco) 37 wco __ 3" FD Y 3 "Gw 4 \\ \\ N 2 \ \\ \\ N \ \ \ 2 e p Z ep N \\ (wco) N \ \ \\ I l (WCO) \ \ 3 CTDT) 38 I I GIN 3 (FS1) FD2 ) 4 'a Iv FCO 25 CFH RH 94 LINE SIZE CORREGATED STAINLESS STEEL TUBE CONNECTION TO EQUIPMENT (TYPICAL) S' I • • N ��(ECO) `l'.'��G <46,,,. J ' ( S � / b ECO (wco) �s / , G� / • 4 "w 3 (FD2 ) 3" C FS1 91 I \ M47 \ N M67 \ '` Te \ / i2 b / / \` �� wco) W ( '� / ' ( FCD) B P . V 38 M 64 REVIEWED FOR CODE COMPLIANCE APPROVED JUN t 5 2007 City Of Tukwila B ILDING DIVISION RECEIVED MAY 0 3 2007 PERMbTCENTER rrl HENDERSON ENGINEERS INCORPORATED 8325 LENEXA DRIVE, SUITE 400 LENEXA, KANSAS 66214 - 1695 PH 913.307.5300 FX 913.307.5400 WWW.HENDERS NEN9INEERE.0 ❑M ❑650001814 architecture + interiors SCHEER TANAKA DENNEHY RILEY ARCHITECTS 3190 —K Airport Loop Drive Costa Mesa, California 92626 (714) 444 -1960 (714) 444 -3160 Fax design@sfdr.net FIELD VERIFICATION Contractor shall verify all figured dimensions and conditions at the job site and notify STDR Architects, Inc. of any dimensional errors, omissions or discrepancies before beginning or fabricating any work. Do not scale these drawings COPYRIGHT These drawings are the property and copyright of Scheer Tanaka Dennehy Rley Architects, Inc. and shall not be used on any other work except by agreement with Scheer Tanaka Dennehy Riley Architects, Inc.. © STDR ARCHITECTS, INC. 1 2 • 2 -20 -07 5 -01 -07 HEALTH SUBMITTAL AGENCY SUBMITTAL REVISIONS Drawing Title PLUMBING RISERS Job No. 06298 Scale NO SCALE Drawn PC Date Sheet No. P4.0 I Fin BUILDING EXTERIOR WALL. REFER TO STRUCTURAL & ARCHITECTURAL DRAWINGS FOR ACTUAL CONDITIONS\ UNION (TYPICAL) COUPLING PROVIDE PVC SLEEVE AND CAULK AT FLOOR SLAB PENETRATION GRADE REFER T0 I III AND TRENCH LOCATION" III DETAIL FOR = CONDITIONS III AT FOUNDATION - HOT WATER SUPPLY WITH INSULATION 4 a ELECTRIC BOOSTER HEATER (FURNISHED BY OTHERS) TYPICAL PIPE UNION, DIELECTRIC IF REQUIRED BY DISSIMILAR METALS SHUTOFF VALVE PRESSURE GAUGE —� PRESSURE REDUCING VALVE WHEN BUILDING PRESSURE IS GREATER THE 20 -25PSI PROVIDE A HARD COPPER RELIEF VALVE DISCHARGE LINE FULL SIZE OF VALVE OUTLET. ROUTE TO NEAREST FLOOR SINK AND DISCHARGE WITH 6" AIR GAP FILTERED WATER TO ICE MACHINE (30) BYPASS VALVE, NORMALLY CLOSED (TYPICAL) DOUBLE CHECK VALVE BACKFLOW PREVENTER (TYPICAL) (BFPO INSTALL UNIONS IN HORIZONTAL POSITION AS CLOSE TO EQUIPMENT AS POSSIBLE TO FACILITATE REMOVAL REDUCED PRESSURE ZONE BACKFLOW PREVENTER FILTERED WATER TO BAG-IN -BOX, COFFEE MAKER, AND ICE TEA MAKER (96, 108 & 109) WATER FILTER (BY OTHERS) BACKWASH DRAIN CONNECTION (TYP.) CARBON FILTER (BY OTHERS) WATER SOFTENER (BY OTHERS) DRAIN LINES, DISCHARGE TO FLOOR SINK WITH A 2" AIR GAP CONNECT BRANCH TO TOP OF MAIN, TO ALLOW FOR EXPANSION AND CONTRACTION OF MAIN PIPE RUN GAS PIPE MAIN ROOF SUPPORT PER SPECIFICATIONS ROOF DECK SHUTOFF VALVE INSTALL THERMOMETER IF FURNISHED WITH BOOSTER HEATER (TYPICAL) DRAIN PLUG TYPE "L" HARD COPPER TUBE ROUTED AS SHOWN ON PLANS - STRAINER WITH BLOW DOWN SHUTOFF VALVE FLOOR DRAIN_ iFLOOR SLAB a 4 a TYPE "K" SOFT COPPER UNDERGROUND PIPING ARRANGEMENT SHOWN IN SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. PROVIDE REDUCED PRESSURE ZONE TYPE BACKFLOW PREVENTER OF MANUFACTURE APPROVED BY LOCAL AUTHORITIES. INSTALL WITH REQUIRED CLEARANCES. INSTALL BACKFLOW PREVENTER IN HORIZONTAL UPRIGHT POSITION. PROVIDE ANY REQUIRED CERTIFICATION OF TEST OF BACKFLOW PREVENTER TO LOCAL AUTHORITIES. ALL ITEMS SHALL BE APPROVED FOR DOMESTIC WATER SERVICE. INSTALL BACKFLOW PREVENTER SO IT CAN BE EASILY SERVICED AND TESTED. SUPPORT ASSEMBLY FROM WALL BRACKET OR FLOOR STAND. DOMESTIC WATER SERVICE ENTRY NOT TO SCALE WATER HAMMER ARRESTER PDI SIZE "A" COLD WATER SUPPLY FLOOR SINK �i AIR GAP FITTING INDIRECT DRAIN TO FLOOR DRAIN ONE PIPE SIZE LARGER THAN BACKFLOW PREVENTER DRAIN OUTLET 13 "0 ) TUBE & FITTINGS 2" DWV COPPER WASTE LINE FLOOR SINK SOFTENED WATER TO GAS PIPE ROOF PENETRATION NOT TO SCALE PRESSURE GAUGE HOSE BIBB FOR SYSTEM DRAIN DOWN SHUTOFF VALVE PRESSURE REDUCING VALVE (IF REQUIRED) STRAINER, SOLENOID VALVE AND VACUUM BREAKER FURNISHED BY DISHWASHER MANUFACTURER COMMERCIAL DISHWASHER (FURNISHED BY OTHERS) 2" P -TRAP WITH STAND PIPE EXTENDEND ABOVE FLOOR PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. PROVIDE PLUMBING CONNECTIONS AS RECOMMENDED BY EQUIPMENT MANUFACTURER'S INSTALLATION MANUAL. CONNECT COPPER DWV PIPING TO DISHWASHER WASTE CONNECTION 2" COPPER THREADED TEE WITH CLEANOUT PLUG FINAL RINSE OVERFLOW BOOSTER HEATER, DISHWASHER INDIRECT WASTE NO SCALE WATER HEATERS (SCW) CEILING INSTALL CHECK SOFTENED FILTERED WATER VALVE IN I TO ESPRESSO MACHINE (91) HORIZONTAL POSITION 4 4 t -I--I �I--I- 22" o REFER TO PLANS FOR PIPE SIZE(S) AND PENETRATION LOCATION(S). REFER TO SPECIFICATIONS FOR MORE INFORMATION. LOCATE PENETRATION MINIMUM 18" FROM ADJACENT WALLS, VENTS THRU ROOF, EQUIPMENT CURBS, PARAPETS, ROOF DRAINS, EXPANSION JOINTS, AND OTHER ROOF FEATURES. PROVIDE FULL- PORT BALL TYPE SHUTOFF VALVES (TYPICAL) HOSE BIBB (TYPICAL) CHB) WATER FILTERS (BY OTHERS) FINISHED FLOOR - GROUND JOINT UNION 7 COORDINATE INSTALLATION OF FLASHING AND COUNTER FLASHING WITH DIVISION 7 ROOF INSULATION CUT ROOF FOR PIPE PENETRATION ANCHOR PIPE TO STRUCTURE RECEPTACLE BY ELECTRICAL CONTRACTOR BRINE TANK (BY OTHERS) NOTE: EVERSOFT WATER SOFTENER EQUIPMENT BY OWNER. FOR EQUIPMENT INFORMATION CONTACT: SCOTT BURROWS © (562) 459 -7766. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS REFER TO FLOOR PLANS FOR PIPE SIZES. PROVIDE SEISMIC STRAP IF REQUIRED BY LOCAL AUTHORITIES. REFER TO PLUMBING PLAN FOR WATER PIPE SIZES. CONNECT SOFTENER TO DOMESTIC WATER SYSTEM AFTER STERILIZATION AND PURGE OF CONCENTRATED CHLORINE IS COMPLETE. FINAL HOOK -UP OF SOFTENER AND FILTERS BY PLUMBING CONTRACTOR. WATER FILTRATION / SOFTENER CONNECTIONS NO SCALE HOT WATER RECIRCULATION FULL -PORT BALL SHUTOFF VALVE (TYPICAL) PIPING ARRANGEMENT SHOWN IN SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. PROVIDE CONNECTIONS AS RECOMMENDED BY VALVE MANUFACTURER. REFER TO SPECIFICATIONS AND SCHEDULES FOR MORE INFORMATION. PROVIDE REDUCERS AND ADAPTERS AS REQUIRED. DRILL HOLE IN SIDE OF BOX AND PROVIDE GROMMET OR SLEEVE WITH SILICONE SEAL AROUND PIPE PENETRATION TO MAKE IT WATERTIGHT PROVIDE TRAP WITH 2" TRAP SEAL AT BOTTOM OF RISER FLAT AGAINST WALL DISCHARGE OVER FLOOR DRAIN WITH AIR GAP OF TWICE PIPE DAIMETER MINIMUM 2" FLOOR DRAIN (FD) FLOOR-\ PIPING ARRANGEMENT SHOWN IN SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. INSTALL PIPE AS HIGH AS POSSIBLE, ANCHORED TO WALL OF BOX WITH SUPPORTS AT MAXIMUM SIX FEET CENTERS. USE TYPE "M" HARD COPPER TUBE AND FITTINGS WITH LEAD -FREE SOLDER JOINTS SLOPE HORIZONTAL PIPE AT MINIMUM TWO PERCENT. PROVIDE CHROMATONE PAINT ON PIPE EXTERIOR TO BOX. INSTALL PIPE MINIMUM 3/4" FROM BOX WALL, AND 6" FROM FLOOR. DO NOT PASS ACROSS OPENING OF DOORWAY. WALK -IN BOX CONDENSATE DRAIN NO SCALE COLD WATER SUPPLY TO WATER HEATERS HOT WATER TO FIXTURES AS SHOWN ON PLANS CHECK VALVE (TYPICAL) AUTOMATIC VACUUM RELIEF VALVE (WHEN REQUIRED) THERMOMETER (TYPICAL) PROVIDE PIPE UNION, DIELECTRIC IF REQUIRED FOR DISSIMILAR METALS (TYPICAL) GAS SUPPLY TO WATER HEATER GAS TYPICAL BOTH HEATERS BURNER THERMOSTAT AND PRESSURE REGU- LATOR FURNISHED WITH WATER HEATER UNION WITH GROUND JOINT GAS COCK 6" LONG DIRT LEG SET WATER HEATER ON CONCRETE EQUIPMENT BASE (TYPICAL) SHUT-OFF VALVE IN ACCESSIBLE LOCATION, ABOVE CEILING IF ANY 3/4" COLD WATER PIPE IF SHUT -OFF VALVE IS INSTALLED ABOVE HARD CEILING, PROVIDE ACCESS DOOR PER SPECIFICATIONS INSTALL RISER INSIDE PARTITION WHERE AVAILABLE: REFER TO PLANS IF RISER IS EXPOSED, ANCHOR TIGHT TO EXTERIOR WALL INSTALL HYDRANT APPROXIMATELY 24" ABOVE GRADE. ADJUST HEIGHT AS REQUIRED TO SUIT MASONRY SEAMS, IF EXISTING. STRAINER FLOW CONTROL VALVE NO SCALE C CHECK VALVE CD CO PROVIDE CLEANOUT IN TURNS AND ENDS OF PIPE MAKE CONNECTION TO COIL AS REQUIRED FLOOR SINK REFER TO SPECIFICATIONS, SCHEDULES AND NOTES ARRANGEMENT SHOWN IS SCHEMATIC. VERIFY ALL PER MANUFACTURERS REQUIREMENTS. ADJUST TO FLOOR PLANS FOR PIPE SIZES. PROVIDE SEISMIC BY LOCAL AUTHORITIES. PROVIDE HEAT TRAP AND WHEN REQUIRED BY LOCAL AUTHORITIES. INTERLO PUMP IS SPECIFIED IN DIVISION 16. ELBOWS AS REQUIRED VALVE INTERIOR TO WALL WALL CLAMP INTERIOR FLOOR UNION FLOW CONTROL VALVE REFER TO FLOOR PLAN FOR FLOW RATES SETTINGS PROVIDE 1" THICK ELASTOMERIC INSULATION OVER HEAT TRACING ON CONDENSATE DRAIN INSTALL ELECTRIC HEATING CABLE FOR CONDENSATE DRAINS LOCATED IN FREEZERS. HEATING CABLE IS PROVIDED BY OTHERS — DX COIL INSTALL DRAIN UNE BEHIND SHELVING IN WALK -IN BOX COORDINATE IN FIELD - ANCHOR RISER TO BOX EXTERIOR WALL WALK -IN COOLER OR FREEZER BOX. —' SEE FLOOR PLAN FOR FLOOR DRAIN LOCATION EQUAL ROUTE DRAIN LINES TO NEAREST FLOOR DRAIN AND DISCHARGE WITH 6" AIR GAP (TYPICAL) FOR MORE INFORMATION. PIPING CONNECTION SIZES AND LOCATIONS SUIT FIELD CONDITIONS. REFER TO STRAP OR BRACING IF /AS REQUIRED AUTOMATIC VACUUM RELIEF VALVE CK OF AQUASTAT WITH RECIRCULATION WATER HEATER AND PUMP NO SCALE WATER HAMMER ARRESTER PER SPECIFICATIONS AND SCHEDULE, PDI SIZE "A" EXTERIOR BUILDING WALL PROVIDE HYDRANT WITH LENGTH OF SHAFT TO SUIT THICKNESS OF WALL: VERIFY WALL HYDRANT RECESSED IN BOX PER SPECIFICATIONS AND SCHEDULE. CUT WALL AS REQUIRED, INSTALL WALL HYDRANT, GROUT OR OTHERWISE REPAIR WALL NEATLY AROUND FACE OF WALL HYDRANT TO SEAL PENETRATION WEATHERTIGHT EXTERIOR GRADE, PAVEMENT, OR SIDEWALK ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST AS REQUIRED TO SUIT FIELD CONDITIONS. INSTALL PER MANUFACTURER'S INSTRUCTIONS. IN NON- FREEZING CLIMATES, PIPE MAY BE INSTALLED CONCEALED IN EXTERIOR WALL RATHER THAN EXTERIOR TO WALL AS SHOWN. REFER TO PLANS FOR LOCATION. NON- FREEZE WALL HYDRANT NO SCALE COLD WATER TO EXPANSION TANK AS SHOWN PLANS SHUTOFF VALVE (TYPICAL) HOT WATER RECIRCULATION RECIRCULATION PUMP STRAINER AQUASTAT INSTALL ASME TEMPERATURE AND PRESSURE RELIEF VALVE FURNISHED WITH WATER HEATER (TYPICAL) PROVIDE A HARD COPPER RELIEF VALVE DISCHARGE LINE FULL SIZE OF VALVE OUTLET (TYPICAL) GAS FIRED WATER HEATER; REFER TO SPECIFICATIONS AND SCHEDULE (TYPICAL) DRAIN VALVE BY WATER HEATER MANUFACTURER (TYPICAL) PROVIDE COLD WATER, HOT WATER, AND HOT WATER I AND RECIRCULATION TUBES THROUGH CONDUIT, SIZE AS SHOWN ON FLOOR PLANS. USE TYPE "L" HARD COPPER TUBE ABOVE FLOOR SLAB. USE TYPE "K" SOFT COPPER TUBE INSIDE CONDUIT. PROVIDE COPPER TUBE COUPLING AT TRANSITION FROM SOFT TO HARD COPPER TUBE ABOVE THE FLOOR. I PROVIDE SHUT OFF VALVES AT UPSTREAM END OF CONDUIT 1 , ROUT I E FICATIONS.TE PIPES INSIDE ROOF SEAL FLOOR PENETRATIONS WITH FLEXIBLE WATERPROOF MATERIAL (TO COMPENSATE FOR PIPE EXPANSION). TRIM ELBOWS AT TIME OF INSTALLATION OF WATER LINES TO 6" ABOVE SLAB NORMALLY OR 8" IF INTO CABINETRY. SEAL BOTH ENDS OF CONDUIT AROUND WATER TUBES WITH WATERPROOF HARDENING FOAM SEALANT. PROVIDE 4" PVC CONDUIT WITH FITTINGS AND JOINTS PER SPECIFICATIONS. SET CONDUIT ON COMPACTED OR UNDISTURBED EARTH. USE MINIMUM QUANTITY OF FITTINGS REQUIRED. PROVIDE LONG SWEEP ELBOWS AT BOTH ENDS. AVOID ELBOWS IN HORIZONTAL RUN IF AT ALL POSSIBLE. STUB ELBOWS ABOVE FLOOR AT LOCATIONS SHOWN ON FLOOR PLAN. BURY PIPE AT DEPTH AS REQUIRED TO ACHIEVE APROXIMATELY A 90 DEGREE PENETRATION OF SLAB. CEILING -\ EXHAUST HOOD INSTALL FLEXIBLE GAS CONNECTOR FURNISHED WITH KITCHEN EQUIPMENT QUANTITY AND SIZE OF CONNECTIONS AS REQUIRED BY EQUIPMENT SERVED. PROVIDE GAS COCK LOCATED WHERE ACCESSIBLE BESIDE OR ABOVE EQUIPMENT TYPICAL 6" DIRT LEG PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. MAKE FINAL CONNECTION TO EQUIPMENT AS RECOMMENDED BY MANUFACTURER. INSTALL ANY REGULATORS FURNISHED BY KITCHEN EQUIPMENT CONTRACTOR. COOKING APPLIANCE GAS PIPE NO SCALE COLD WATER SUPPLY TO WATER HEATER WITH NO CHECK VALVE INTERVENING. AIR CHARGING VALVE. FILL TANK WITH AIR PRESSURE TO MATCH WATER PRESSURE, THEN OPEN VALVE. BUTYL DIAPHRAGM WELDED STEEL EXPANSION TANK WITH POLYPROPYLENE LINING, FDA APPROVED FOR DOMESTIC WATER SERVICE. INTEGRAL BASE FOR FLOOR MOUNTING INSTALL SHORT SWEEP WITH NO-HUB BANDS, OR WYE COMBO FITTING WHERE MORE THAN ONE DRAIN ARE CONNECTED TO A HORIZONTAL STORM DRAIN GAS COCK UNIOIN� G FLOOR ■ WATER PIPE UNDER SLAB NO SCALE EXPANSION TANK NO SCALE j— G� L INSTALL AUTOMATIC GAS SHUTOFF VALVE (FURNISHED WITH FIRE SUPPRESSION SYSTEM) PIPE DROP OF SIZE AND LOCATION SHOWN ON PLAN GAS PIPE HEADER IN WALL CAVITY BEHIND COOKING EQUIPMENT, APPROXIMATELY 12" ABOVE FLOOR, WITH SCREWED FITTINGS, SIZE AS SHOWN ON PLANS TYPICAL PIPE SUPPORT ANCHORED IN WALL CAVITY TYPICAL 6" DIRT LEG PIPE UNION: DIELECTRIC IF DISSIMILAR METALS DRAIN VALVE PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. MAKE PIPE SAME SIZE AS TANK FITTING. PROVIDE ASME EXPANSION TANK IF WATER HEATER IS ASME. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION PROCEDURE. VERIFY PROPER OPERATION WHEN INSTALLED. PROVIDE SEISMIC STRAP OR BRACING IF AND AS REQUIRED. ROOF DRAIN / OVERFLOW ROOF DRAIN SEE PLANS FOR OUTLET SIZE GRAVEL STOP AND MEMBRANE CLAMP TO SECURE FLASHING ROOF DECK UNDERDECK CLAMP EXTENSION SLEEVE WITH HEIGHT AS REQUIRED TO ACCOMMODATE ROOF INSULATION THICKNESS INSULATION AND ROOFING SUMP RECEIVER. NO -HUB CAST IRON PIPE, FITTINGS, AND CONNECTORS SLOPE /SEE SPECIFICATIONS AND FLOOR PLANS FOR REQUIRED SLOPE PIPE HANGER CLOSE TO JOINT TO TAKE WEIGHT OFF ROOF DRAIN UNDERDECK CLAMP AND SUMP RECEIVER ARE NOT REQUIRED WHEN ROOF DRAIN BODY IS CAST INTO CONCRETE ROOF. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. INSULATE ROOF DRAIN SUMP AND PIPE PER SPECIFICATIONS. LOCATE DRAINS WHERE SHOWN ON ARCHITECTURAL PLANS - VERIFY WITH STRUCTURAL PLANS FOR ROOF LOW POINTS. COORDINATE WITH ROOFING CONTRACTOR. COORDINATE WITH STRUCTURAL DRAWINGS REGARDING PROVISION FOR SUPPLEMENTARY STEEL FRAMING AROUND ROOF OPENING. PLUMBING CONTRACTOR SHALL CUT HOLE IN ROOF AND SET ROOF DRAIN. ROOFING CONTRACTOR SHALL SECURE FLASHING AND PATCH ROOFING AROUND ROOF DRAIN. INSTALL EXTERIOR WATER DAM OR STANDPIPE FOR OVERFLOW ROOF DRAINS, SET LIP OF OVERFLOW ROOF DRAIN AT 2 ABOVE PRIMARY ROOF DRAIN. ROOF DRAIN NO SCALE COLD WATER MAIN BRANCH PIPE WITH E5IE SHUT -OFF VALVE FEEDING PLUMBING FIXTURE(S) AUTOMATIC TRAP PRIMER VALVE WITH INTEGRAL AIR GAP. INSTALL TRAP PRIMER MINIMUM 12" ABOVE FLOOR FOR EVERY 20' OF PRIMER DISCHARGE PIPE. INSTALL TRAP PRIMER IN ACCESSIBLE LOCATION AND NOT ABOVE IN ANY HARD CEILINGS. PROVIDE DISTRIBUTION UNIT(S) WHERE MORE THAN ONE TRAP IS SERVED BY ONE TRAP PRIMER VALVE. PROVIDE FLOOR DRAIN BODY OR P --TRAP WITH THREADED TRAP PRIMER CONNECTION. PROVIDE SWEAT TO THREADED ADAPTER. BRAZE JOINT BELOW FLOOR SLAB ON GRADE. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUITE FIELD CONDITIONS. REFER TO SPECIFICATIONS FOR MORE INFORMATION. PROVIDE A COILED TWO FOOT LENGTH OF 1/4" TYPE "K" SOFT COPPER TUBING TO UNIT WATER INLET, WITH ADAPTERS AS REQUIRED BEVERAGE DISPENSER (FURNISHED BY OTHERS) PIPING ARRANGEMENT SHOWN IS SCHEMATIC: ADJUST TO SUIT FIELD CONDITIONS. PROVIDE CONNECTIONS AS RECOMMENDED BY EQUIPMENT MANUFACTURER. INTERNAL AIR GAP PROVIDES BACKFLOW PREVENTION. ELBOWS AS REQUIRED FOR 180 DEGREE TURN, HIGH AS POSSIBLE. ISLAND FIXTURE P -TRAP 2" PIPE FLOOR PROVIDE LONG RADIUS PATTERN DRAINAGE FITTINGS FOR UNDERSLAB WASTE AND VENT SYSTEM SECURELY BRACE DOWNSPOUT TO WALL WITH RISER CLAMP / WITHIN 12" OF BASE —/ SHORT SWEEP ELBOW PIPE STAND HUBLESS PIPE CONNECTOR FINISHED FLOOR CABINLI HY�� FLOOR FLOOR DRAIN TRAP PRIMER NO SCALE BEVERAGE DISPENSER CONNECTION NO SCALE DOWNSPOUT COVER NOT TO SCALE CONNECT 1/2" PIPE (WITHOUT SHUT-OFF VALVE IN BRANCH) TO TRAP PRIMER VALVE OFF TOP OF BRANCH PIPE. INSULATE PIPE UPSTREAM OF TRAP PRIMER, BUT NOT DOWNSTREAM. INSTALL TRAP PRIMER LINE(S) DOWNSTREAM OF TRAP PRIMER OR DISTRIBUTION UNIT USING 1/2" SOFT COPPER TUBING. INSTALL WITHOUT KINKS, AND SLOPE CONTINUOUSLY TOWARDS FLOOR DRAIN. ��-- CONCEAL PIPE(S) IN PARTITION OR CHASE IN FINISHED AREAS. TRAP PRIMER AND PIPES MAY BE INSTALLED EXPOSED IN UNFINISHED, NON- PUBLIC AREAS. COUNTERTOP ISLAND FIXTURE VENT NOT TO SCALE ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. REFER TO SPECIFICATIONS FOR DOWNSPOUT NOZZLE, AND TYPE OF PIPE, FITTINGS, AND CONNECTORS. IF PIPE IS BELOW FLOOR SLAB ON GRADE, PROVIDE 1/2" ELASTOMERIC INSULATION FROM PRIMER CONNECTION TO 1" ABOVE FLOOR SLAB. COLD WATER SUPPLY DOWN IN PARTITION WHERE SHOWN ON PLAN ROUGH-IN AND PROVIDE CHROME- PLATED ESCUTCHEON, WITH BFP AND SHUT OFF VALVE CONNECT TO VENT STACK OR HEADER 6" ABOVE FLOOD RIM OF HIGHEST FIXTURE. PARTITION OR CHASE CLEANOUTS MINIMUM 1-1/2" PIPE ABOVE FLOOR, 2" PIPE BELOW FLOOR. SLOPE AT 2% ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. COMBINE VENTS FOR MORE THAN ONE FIXTURE MINIMUM 6" ABOVE HIGHEST FIXTURE FLOOD RIM IF POSSIBLE, OR PROVIDE SEPARATE LOOP FOR EACH ISLAND FIXTURE IF NOT POSSIBLE. REFER TO LOCAL CODE FOR ADDITIONAL INFORMATION. PROVIDE SLEEVE AND SEAL EXTERIOR WALL PENETRATION PER SEPARATE DETAIL. THREADED ADAPTER INSTALL DOWNSPOUT COVER MINIMUM 18" ABOVE GRADE PITCH DOWNSPOUT COVER SLIGHTY TOWARD FINISH GRADE SEAL AIR GAP AROUND PIPE WATER TIGHT WITH SILICONE SEALANT FINISHED GRADE OR PAVEMENT PROVIDE FERNCO "PLUMB QWIK" MODEL# P1056 -42 4" TO 2" BLACK RUBBER ADAPTER (WITH STAINLESS STEEL BAND) ON CONDUIT ENDS AFTER CONDUIT IS INSTALLED. COVER 2" OPENING WITH DUCT TAPE. STUB CONDUIT ABOVE FLOOR AT LOCATIONS SHOWN ON PLAN, CUT ELBOW AS REQUIRED TO ROUTE CONDUIT BELOW FLOOR SLAB (TYPICAL). SET CONDUIT ON COMPACTED EARTH (WHERE BURIED) LENGTH AS REQUIRED ESCUTCHEON SHUT -OFF VALVE (TYPICAL) INDIRECT DRAIN OPEN TO ATMOSPHERE AT UPPER END FLOOR SINK (FS) -\ ADAPTER(S) AS REQUIRED TO CONNECT CONDENSATE DRAIN PIPE TO STUB ON EQUIPMENT. PROVIDE DRAIN PIPE ONE NOMINAL PIPE SIZE LARGER THAN EQUIPMENT CONNECTION SIZE, MINIMUM 3/4" PROVIDE TRAP DEPTH GREATER OF 4" OR 1/2" PLUS STATIC PRESSURE IN INCHES OF WATER COLUMN 6" TALL VENT OPEN TO ATMOSPHERE ONLY WHERE REQUIRED BY CODE FOR LENGTH OF j DRAIN PIPE DISCHARGE AWAY FROM SERVICE AREAS OF UNIT, OR AT ROOF DRAIN 6" MIN. GAS FIRED ROOF -TOP AIR CONDITIONING UNIT OR MAKEUP AIR UNIT PER MECHANICAL PLANS SUPPORT PIPES ON ROOF PER SPECIFICATIONS •SECURE PIPE HANGER TO EXISTING STRUCTURE REFER TO SPECIFICATIONS FOR CONNECTIONS THREADED STEEL ROD WITH NUT AND WASHER BOTH SIDES REFER TO SPECIFICATIONS FOR ROD SIZE PIPE HANGER DETAIL NO SCALE AFTER TUBE BUNDLE IS PULLED, ALIGN BUNDLE IN CENTER OF CONDUIT AND FILL VOID SPACE WITH EXPANDABLE FOAM. TRIM EXCESS FOAM LEVEL WITH CONDUIT TOP. THREAD ADAPTER OVER TUBE BUNDLE AND ATTACHED TO CONDUIT TOP. TIGHTEN 4" AND 2" STAINLESS STEEL BANDS AROUND CONDUIT AND TUBE BUNDLE. REFER TO SPECIFICATIONS FOR CONDUIT MATERIAL. REFER TO SCHEDULES AND NOTES FOR MORE INFORMATION. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. VERIFY ALL CONNECTION SIZES AND LOCATIONS WITH KITCHEN EQUIPMENT MANUFACTURER'S DRAWINGS. ADJUST TO SUIT FIELD CONDITIONS. REFER TO FLOOR PLANS FOR CONDUIT SIZES. r UNDER SLAB BEVERAGE CONDUIT NO SCALE PROVIDE FOR INSULATED PIPING AT EACH HANGER A SECTION OF HIGH DENSITY INSULATION OR STYROFOAM BILLETS REFER TO SPECIFICATIONS FOR MORE INFORMATION INSULATED PIPE WITH VAPOR BARRIER SHALL BE PROVIDED WITH INSULATION SHIELD 6" MIN. BEVERAGE CONDUIT, REFER TO SPECIFICATIONS AND FLOOR PLANS FOR MORE INFORMATION COLD WATER SUPPLY DOWN IN PARTITION WHERE SHOWN ON PLAN PROVIDE ADAPTER AND SIX FOOT LONG TYPE "K" SOFT COPPER TUBING AND CONNECT TO CUBER WATER INLET CONNECT TO CUBER AND ICE BIN DRAIN OUTLETS AS REQ'D REFER TO "INDIRECT DRAIN" DETAIL FOR MORE INFORMATION PROVIDE FLOOR SINK AT FRONT EDGE OF ICE MACHINE, WHERE ACCESSIBLE FOR CLEANING - NOT UNDER ANY EQUIPMENT. SLOPE FLOOR 1/2" TO RIM. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. PROVIDE CONNECTIONS AS RECOMMENDED BY EQUIPMENT MANUFACTURER. PROVIDE COLD WATER ROUGH -IN AT TOP OF ICE MACHINE. ICE MACHINE CONNECTIONS NO SCALE CLEVIS HANGER, SHOWN FOR CLARITY • REFER TO SEPCIFICATIONS FOR • OTHER HANGER TYPES FOR PIPE - SERVED & SPACING 2" AND 4" BAND CLAMP FLOOR LONG RADIUS FITTING, MINIMUM 30" RADIUS PIPE REDUCED FROM BRANCH PIPE SIZE TO UNIT CONNECTION SIZE, AT UNIT CONNECTION STUB GAS PRESSURE REGULATOR ONLY IF SHOWN ON PLANS, SCHEDULES, AND SPECIFICATIONS GROUND JOINT PIPE UNION AND GAS SHUT-OFF COCK FULL SIZE OF BRANCH PIPE. REFER TO PLAN FOR SIZE OF BRANCH PIPE. BRANCH OFF TOP OF GAS PIPE MAIN. REFER TO PLANS FOR PIPE SIZES. ARRANGE PIPE AND ELBOWS TO ALLOW FOR EXPANSION AND CONTRACTION OF PIPE RUNS 6" LONG DIRT LEG FULL SIZE OF BRANCH PIPE, WITH BOTTOM MINIMUM 3" ABOVE ROOF OMIT CONDENSATE DRAIN ON MAKEUP AIR UNIT. ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. PROVIDE CONNECTIONS SHOWN IN EQUIPMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS. VERIFY CONNECTION LOCATIONS BEFORE INSTALLING PIPE RUNS. REFER TO SPECIFICATIONS FOR PIPE AND FITTING MATERIALS AND INSTALLATION. PROVIDE DIELECTRIC UNION IF CONNECTING DISSIMILAR METALS. FOR PIPE SIZE(S) REFER TO FLOOR PLANS, OR CODE REQUIREMENTS FOR HVAC UNIT TONNAGE. SLOPE CONDENSATE PIPE AS MUCH AS POSSIBLE TOWARD DISCHARGE, 2% MINIMUM. PROVIDE CLEANOUTS IN ENDS AND TURNS OF PIPE PER LOCAL CODE REQUIREMENTS: ADAPTER WITH THREADED CLEANOUT PLUG. PROVIDE MINIMUM 6" CLEARANCE TO ROOF UNDER PIPES. CONNECTIONS TO ROOFTOP UNIT NOT TO SCALE Coop EVV ED FOR AP PROVED JUN 1 5 2007 g i L-DIN p ION RECEIVED CITY CFTtiKWILA MAY 0 3 2001 PERMITGENTER Fon HENDERSON JENGINEERS INCORPORATED 6325 LENEXA DRIVE, SUITE 400 LENEXA, KANSAS 66214 PH 913.3 07.5300 FX 913.307.5400 WWW.HENDERS❑NENGINEERS.COM 0650001814 architecture + interiors SCHEER TANAKA DENNEHY RILEY ARCHITECTS 3190 —K Airport Loop Drive Costa Mesa, California 92626 (714) 444-1960 (714) 444 -3160 Fax design©stdr.net FIELD VERIFICATION Contractor shall verify all figured dimensions and conditions at the job site and notify STDR Architects, Inc. of any dimensional errors, omissions or discrepancies before beginning or fabricating any work Do not scale these drawings. COPYRIGHT These drawings are the property and copyright of Scheer Tanaka Dennehy Riey Architects, Inc. and shall not be used on any other work except by agreement with Scheer Tanaka Dennehy Riley Architects, Inc.. © STDR ARCHITECTS, INC. 1 2 2-20-07 5 -01 -07 HEALTH SUBM[ITAL AGENCY SUBMITTAL REVISIONS Drawing Title PLUMBING DETAILS Job No. 06298 Scale NO SCALE Drawn FC i Date Sheet No. P5.0 SECTION 15B: PLUMBING: 15B1 GENERAL INSTRUCTIONS 153 1-1 GENERAL REQUIREMENTS REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO BECOME THOROUGHLY ACQUAINTED WITH ITS CONTENTS AS TO REQUIREMENTS THAT AFFECT THIS DIVISION OR SECTION. WORK REQUIRED UNDER THIS SECTION INCLUDES MATERIAL, EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES AND LABOR, REQUIRED TO COMPLETE THE ENTIRE PLUMBING SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS. THE SPECIFICATIONS AND THE DRAWINGS ARE COMPLEMENTARY, AND ANY PORTION OF WORK DESCRIBED IN ONE SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES ON THE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF SAME PRIOR TO PROCEEDING WITH THE WORK INVOLVED, IN ORDER THAT CORRECT PROGRESS OF THE WORK MAY BE PERFORMED. 15B 1-2 INSPECTION OF SITE VISIT THE SITE OF THE PROPOSED WORK AND BECOME INFORMED AS TO THE CONDMONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. 150 1-3 MATERIAL AND WORKMANSHIP MATERIAL, EQUIPMENT, AND APPARATUS PROVIDED UNDER THIS CONTRACT SHALL BE NEW UNLESS OTHERWISE STATED HEREIN, OF BEST QUALITY NORMALLY USED FOR THE PURPOSE IN GOOD COMMERCIAL PRACTICE, AND FREE FROM DEFECTS. MODEL NUMBERS LISTED IN SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT NECESSARILY INTENDED TO DESIGNATE THE REQUIRED TRIM, WRITTEN DESCRIPTIONS OF THE TRIM GOVERN MODEL NUMBERS. WORK PERFORMED UNDER THIS CONTRACT SHALL PROVIDE A NEAT AND "WORKMANLIKE" APPEARANCE WHEN COMPLETED, TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER. WORKMANSHIP SHALL BE THE FINEST POSSIBLE BY EXPERIENCED MECHANICS. INSTALLATIONS SHALL BE MADE IN A MANNER THAT WILL COMPLY WITH APPLICABLE CODES AND LAWS. INSTALLATION SHALL FUNCTION AS DESIGNED AND INTENDED WITH RESPECT TO EFFICIENCY, CAPACITY, AND NOISE LEVEL, ETC. ABNORMAL NOISE CAUSED BY RATTLING EQUIPMENT OR PIPING AND SQUEAKS IN ROTATING COMPONENTS WILL NOT BE ACCEPTABLE. MATERIALS AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LJGHT DUTY AND RESIDENTIAL GRADE EQUIPMENT WILL NOT BE ACCEPTED UNLESS OTHERWISE INDICATED. REMOVE FROM THE PREMISES WASTE MATERIAL PRESENT AS A RESULT OF HIS WORK, INCLUDING CARTONS, CRATING, PAPER, STICKERS, AND/OR EXCAVATION MATERIAL NOT USED IN BACKFILLING, ETC. CLEAN PIECES OF EQUIPMENT INSTALLED UNDER THIS CONTRACT TO PRESENT A NEAT AND CLEAN INSTALLATION AT THE TERMINATION OF THE WORK. PUBLIC AND PRIVATE PROPERTY DAMAGED AS A RESULT OF WORK PERFORMED UNDER THIS CONTRACT SHALL BE REPAIRED OR REPLACED BY THIS CONTRACTOR, TO THE SATISFACTION OF AUTHORITIES AND REGULATIONS HAVING JURISDICTION. 15B 1-4 COORDINATION COORDINATE WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS COMPONENTS OF THE SYSTEMS WILL BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW PROPER SERVICE ACCESS TO THOSE ITEMS REQUIRING MAINTENANCE. COMPONENTS WHICH ARE INSTALLED WITHOUT REGARD TO THE ABOVE SHALL BE RELOCATED AT NO ADDITIONAL COST TO THE OWNER. UNLESS NOTED ELSEWHERE, GENERAL CONTRACTOR WILL PROVIDE CHASES AND OPENINGS IN BUILDING CONSTRUCTION REQUIRED FOR INSTALLATION OF THE SYSTEMS SPECIFIED HEREIN. CONTRACTOR SHALL FURNISH THE GENERAL CONTRACTOR WITH INFORMATION REGARDING CHASES AND OPENINGS WHEN REQUIRED. CONTRACTOR SHALL KEEP INFORMED AS TO THE WORK OF OTHER TRADES ENGAGED IN THE CONSTRUCTION OF THE PROJECT, AND SHALL EXECUTE HIS WORK IN SUCH A MANNER AS NOT TO INTERFERE WITH OR DELAY THE WORK OF OTHER TRADES. FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. CONTRACTOR SHALL TAKE HIS OWN MEASUREMENTS AT THE BUILDING, AS VARIATIONS MAY OCCUR. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS WHICH COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND VERIFICATION. PROVIDE MATERIALS WITH TRIM THAT WILL PROPERLY FIT THE TYPES OF CEILING, WALL, OR FLOOR FINISHES ACTUALLY INSTALLED. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT INTENDED TO DESIGNATE THE REQUIRED TRIM. 15B 1-5 ORDINANCES AND CODES WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN CONFORMANCE WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION. EQUIPMENT FURNISHED AND ASSOCIATED INSTALLATION WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN STRICT COMPLIANCE WITH CURRENT APPLICABLE STANDARDS AS SET FORTH BY THE UNIFORM CODES, STATE AND LOCAL AMENDMENTS, NATIONAL FIRE PROTECTION ASSOCIATION (NEPA), UNDERWRITERS LABORATORIES (UL), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AMERICAN GAS ASSOCIATION (AGA), AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME), AMERICANS WITH DISABILITIES ACT (ADA) AND OTHER NATIONAL STANDARDS AND CODES WHERE APPLICABLE. PROCURE AND PAY FOR PERMITS AND UCENSES REQUIRED FOR THE ACCOMPLISHMENT OF THE WORK HEREIN DESCRIBED. WHERE REQUIRED, OBTAIN, PAY FOR AND FURNISH CERTIFICATES OF INSPECTION TO OWNER. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY VIOLATION OF THE LAW. MAINTAIN NECESSARY SIGNAL LIGHTS AND GUARDS FOR THE SAFETY OF THE PUBLIC. 15B 1-6 PROTECTION OF EQUIPMENT AND MATERIAL STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIAL AFTER DELIVERY TO JOB SITE. COVER WITH WATERPROOF, TEAR— RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND CONTRACTOR IS OBLIGATED TO FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND AT HIS OWN EXPENSE. KEEP PREMISES BROOM CLEAN OF FOREIGN MATERIAL CREATED UNDER THIS CONTRACT. PIPING, EQUIPMENT, ETC. SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE TERMINATION OF THE WORK. PLUG OR CAP OPEN ENDS OF PIPING SYSTEMS DURING CONSTRUCTION WHEN NOT IN USE, TO PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS. KEEP THE MANUFACTURER—PROVIDED PROTECTIVE COVERINGS ON FLOOR DRAJNS, FLOOR SINKS AND TRENCH DRAINS DURING CONSTRUCTION. REMOVE COVERINGS AT THE TERMINATION OF THE WORK AND POLISH EXPOSED SURFACES. 15B 1-7 SUBSTITUTIONS THE BASE BID SHALL INCLUDE ONLY THE PRODUCTS FROM MANUFACTURERS SPECIFICALLY NAMED AS "APPROVED" IN THE DRAWINGS AND IN THE SPECIFICATIONS. IF CONTRACTOR DESIRES TO SUBSTITUTE OTHER THAN SPECIFIED MATERIAL, HE SHALL SUBMIT WITH HIS BID A LIST OF SUCH ITEMS. ALTERNATE PROPOSAL FORM SHALL INDICATE ITEM, MANUFACTURER, MODEL NUMBER, AND AMOUNT TO BE ADDED OR DEDUCTED FROM THE BASE BID IF THE OWNER ELECTS TO ALLOW SUBSTITUTION. EACH SUBSTITUTION ITEM SHALL BE SEPARATELY LISTED IN ORDER THAT PROPER REVIEW FOR APPROVAL BY THE ENGINEER IS GIVEN. THE TERMS "APPROVED", "APPROVED EQUAL", OR "EQUAL" REFER TO APPROVAL BY THE ENGINEER AS AN ACCEPTABLE ALTERNATE BID. NO SUBSTITUTIONS WILL BE CONSIDERED FOR APPROVAL BY THE ENGINEER THAT ARE NOT BID AS AN ALTERNATE. NO SUBSTITUTIONS SHALL BE CONSIDERED FOR APPROVAL PRIOR TO AWARD OF CONTRACT. COORDINATE AND VERIFY WITH OTHER TRADES WHETHER OR NOT THE SUBSTITUTED EQUIPMENT CAN BE INSTALLED WITHOUT MODIFICATION TO ASSOCIATED SYSTEMS, OR ARCHITECTURAL OR ENGINEERING DESIGN. INCLUDE ADDITIONAL COSTS FOR ARCHITECTURAL AND ENGINEERING DESIGN FEES IN BID IF ANY DRAWING MODIFICATIONS ARE REQUIRED BECAUSE OF SUBSTITUTED EQUIPMENT. 15B 1-8 SHOP DRAWINGS UPON BEING AWARDED A CONTRACT, SUBMIT TO THE ARCHITECT FOR APPROVAL SIX (6) COPIES OF MANUFACTURER'S SHOP DRAWINGS FOR FIXTURES, MATERIALS, AND EQUIPMENT. BEFORE SUBMITTING SHOP DRAWINGS, VERIFY THAT ITEMS SUBMITTED ARE MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE, AND WILL FIT THE AVAILABLE SPACE AND ALLOW AMPLE ROOM FOR MAINTENANCE. THE ENGINEER'S CHECKING AND SUBSEQUENT APPROVAL OF SUCH SHOP DRAWINGS WILL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN DIMENSIONS, DETAILS, SIZE OF MEMBERS, QUANTITIES, OMISSIONS OF COMPONENTS OR FITTINGS; OR FOR COORDINATING ITEMS WITH ACTUAL BUILDING CONDITIONS. PROCEED WITH THE PROCUREMENT AND INSTALLATION OF EQUIPMENT ONLY AFTER RECEIVING APPROVED SHOP DRAWINGS RELATIVE TO EACH ITEM. CATALOG DATA SHALL BE PROPERLY BOUND, IDENTIFIED, INDEXED AND TABBED IN A 3—RING BINDER. EACH ITEM OR MODEL NUMBER SHALL BE CLEARLY MARKED, WITH ACCESSORIES INDICATED. LABEL THE CATALOG DATA WITH THE FIXTURE OR EQUIPMENT IDENTIFICATION ACRONYM OR NUMBER USED ON THE DRAWINGS. INCLUDE PERFORMANCE CURVES, CAPACITIES, SIZES, MATERIALS, FINISHES, WIRING DIAGRAMS AND DEVIATIONS FROM SPECIFIED EQUIPMENT OR MATERIALS. MARK OUT INAPPLICABLE ITEMS. 15B 1-9 OPERATION AND MAINTENANCE INSTRUCTIONS COLLECT AND COMPILE A BROCHURE OF FIXTURES, MATERIALS, AND EQUIPMENT FURNISHED AND INSTALLED ON THIS PROJECT. INCLUDE OPERATIONAL AND MAINTENANCE INSTRUCTIONS, MANUFACTURER'S CATALOG SHEETS, WIRING DIAGRAMS, PARTS USTS, APPROVED SHOP DRAWINGS, AND DESCRIPTIVE LITERATURE FURNISHED BY THE MANUFACTURER. INCLUDE AN INSIDE COVER SHEET THAT LISTS THE PROJECT NAME, DATE, OWNER, ARCHITECT, ENGINEER, GENERAL CONTRACTOR, SUB—CONTRACTOR AND AN INDEX OF CONTENTS. SUBMIT THREE COPIES OF LITERATURE BOUND IN APPROVED BINDERS TO THE ARCHITECT AT THE TERMINATION OF THE WORK. PAPER CLIPS, STAPLES, RUBBER BANDS, AND MAILING ENVELOPES ARE NOT CONSIDERED APPROVED BINDERS. FINAL APPROVAL OF PLUMBING SYSTEMS WILL BE WITHHELD UNTIL THIS EQUIPMENT BROCHURE IS DEEMED COMPLETE BY THE ARCHITECT AND ENGINEER. PROVIDE ADEQUATE VERBAL INSTRUCTIONS OF SYSTEM OPERATION TO OWNER'S REPRESENTATIVE AT THE TERMINATION OF THE WORK. 15B 1-10 TRAINING AT A TIME MUTUALLY AGREED UPON BETWEEN THE OWNER AND CONTRACTOR, PROVIDE THE SERVICES OF A FACTORY TRAINED AND AUTHORIZED REPRESENTATIVE TO TRAIN OWNER'S DESIGNATED PERSONNEL ON THE OPERATION AND MAINTENANCE OF THE EQUIPMENT PROVIDED FOR THIS PROJECT. TRAINING SHALL INCLUDE BUT NOT BE LIMITED TO AN OVERVIEW OF THE SYSTEM AND/OR EQUIPMENT AS FT RELATES TO THE FACILITY AS A WHOLE; OPERATION AND MAINTENANCE PROCEDURES AND SCHEDULES RELATED TO STARTUP AND SHUTDOWN, TROUBLESHOOTING, SERVICING, PREVENTIVE MAINTENANCE AND APPROPRIATE OPERATOR INTERVENTION; AND REVIEW OF DATA INCLUDED IN THE OPERATION AND MAINTENANCE MANUALS. SUBMIT A CERTIFICATION LETTER TO THE ARCHITECT STATING THAT THE OWNER'S DESIGNATED REPRESENTATIVE HAS BEEN TRAINED AS SPECIFIED HEREIN. LETTER SHALL INCLUDE DATE, TIME, ATTENDEES AND SUBJECT OF TRAINING. THE CONTRACTOR AND THE OWNER'S REPRESENTATIVE SHALL SIGN THE CERTIFICATION LETTER INDICATING AGREEMENT THAT THE TRAINING HAS BEEN PROVIDED. SCHEDULE TRAINING WITH OWNER WITH AT LEAST 7 DAYS' ADVANCE NOTICE. 15B 1-11 SPARE PARTS FURNISH TO OWNER, WITH RECEIPT, THE SPARE PARTS TO INCLUDE FAUCET WASHERS AND 0—RINGS, FLUSHOMETER REPAIR KITS AND WATER CLOSET TANK REPAIR KITS FOR THE FIXTURES FURNISHED FOR THIS PROJECT. 15B 1-12 EXCAVATION AND BACKFILLI NG PERFORM EXCAVATION AND BACKFILL REQUIRED FOR INSTALLATION OF UNDERGROUND WORK UNDER THIS CONTRACT. TRENCHES SHALL BE OF SUFFICIENT WIDTH. CRIB OR BRACE TRENCHES TO PREVENT CAVE—IN OR SETTLEMENT. DO NOT EXCAVATE TRENCHES CLOSE TO COLUMNS AND WALLS OF NEW BUILDING WITHOUT PRIOR CONSULTATION WITH THE ARCHITECT. USE PUMPING EQUIPMENT IF REQUIRED TO KEEP TRENCHES FREE OF WATER. RAM DRY EARTH INTO PLACE AT SIDES OF PIPE, LEAVING JOINTS AND TOP OF PIPE EXPOSED UNTIL PIPING IS TESTED AND APPROVED. AFTER TESTING AND APPROVAL, BACKFILL TRENCHES IN LAYERS OF WELL—TAMPED DRY EARTH IN A MANNER TO PREVENT FUTURE SETTLEMENT. EXCAVATION AS HEREIN SPECIFIED SHALL BE CLASSIFIED AS COMMON EXCAVATION. COMMON EXCAVATION SHALL COMPRISE THE SATISFACTORY REMOVAL AND DISPOSITION OF MATERIAL OF WHATEVER SUBSTANCES AND OF EVERY DESCRIPTION ENCOUNTERED, INCLUDING ROCK, IF ANY, WITHIN THE LIMITS OF THE WORK AS SPECIFIED AND SHOWN ON THE DRAWINGS. EXCAVATION SHALL BE PERFORMED TO THE LINES AND GRADES INDICATED ON THE DRAWINGS. EXCAVATED MATERIALS WHICH ARE CONSIDERED UNSUITABLE FOR BACKFILL, AND SURPLUS OF EXCAVATED MATERIAL WHICH IS NOT REQUIRED FOR BACKFILL, SHALL BE DISPOSED OF BY THE CONTRACTOR AT HIS OWN EXPENSE AND RESPONSIBILITY, AND TO THE SATISFACTION OF THE ARCHITECT. 15B 1-13 COINCIDENTAL DAMAGE CONTRACTOR SHALL REPAIR STREETS, SIDEWALKS, DRIVES, PAVING, WALLS AND FINISHES ETC. THAT HE DAMAGES IN THE COURSE OF THIS PROJECT. REPAIR MATERIALS SHALL MATCH EXISTING CONSTRUCTION. REPAIR WORK SHALL MEET REQUIREMENTS OF THE LOCAL AUTHORITIES HAVING JURISDICTION AND MEET THE SATISFACTION OF THE ARCHITECT. 158 1-14 CUTTING AND PATCHING OBTAIN PERMISSION FROM THE ARCHITECT BEFORE CUTTING WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED BY THE PROJECT. DO NOT DISTURB STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL FROM THE ARCHITECT. CUT HOLES AS SMALL AS POSSIBLE. GENERAL CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION. PATCHING SHALL MATCH ORIGINAL MATERIAL AND CONSTRUCTION. REPAIR AND REFINISH AREAS DISTURBED BY WORK TO THE CONDITION OF ADJOINING SURFACES IN A MANNER SATISFACTORY TO THE ARCHITECT. 15B 1-15 ROUGH—IN BEFORE STARTING CONSTRUCTION, COORDINATE WITH OTHER CONTRACTORS REGARDING ROUGH—IN WITH GENERAL CONSTRUCTION. CONCEAL PIPING, CONDUIT AND ROUGH—IN EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. 15B 1-16 CONCRETE BASES PROVIDE CONCRETE BASES FOR EQUIPMENT WHERE INDICATED ON THE DRAWINGS. CONCRETE BASES SHALL HAVE CHAMFERED EDGES. SIZE OF PAD SHALL BE A MINIMUM OF 4" GREATER THAN THE FOOTPRINT OF THE EQUIPMENT THAT IT IS SUPPORTING. CONSTRUCT CONCRETE EQUIPMENT BASES OF MINIMUM 28 DAY, 4000 PSI CONCRETE CONFORMING TO AMERICAN CONCRETE INSTITUTE STANDARD BUILDING CODE FOR REINFORCED CONCRETE (ACI 318-99) AND THE LATEST APPLICABLE RECOMMENDATIONS OF THE ACI STANDARD PRACTICE MANUAL. CONCRETE SHALL BE COMPOSED OF CEMENT CONFORMING TO ASTM C 150 TYPE I, AGGREGATE CONFORMING TO ASTM C33, AND POTABLE WATER. EXPOSED EXTERIOR CONCRETE SHALL CONTAIN 5 TO 7 PERCENT AIR ENTRAINMENT. REINFORCE EQUIPMENT BASES WITH NO. 4 REINFORCING BARS CONFORMING TO ASTM A 615 OR 6X6 (W2.9 X W2.9) WELDED WIRE MESH CONFORMING TO ASTM A185. PLACE REINFORCING BARS ON 24" ON CENTER WITH A MINIMUM OF TWO BARS EACH DIRECTION. PROVIDE GALVANIZED ANCHOR BOLTS FOR EQUIPMENT PLACED ON CONCRETE EQUIPMENT BASES. ANCHOR BOLTS SIZE, NUMBER AND PLACEMENT SHALL BE AS RECOMMENDED BY THE MANUFACTURER OF THE EQUIPMENT. CONCRETE EQUIPMENT BASES SHALL HAVE MINIMUM HEIGHTS IN ACCORDANCE WITH THE FOLLOWING: FOR WATER HEATERS, WATER SOF I LNERS AND OTHER EQUIPMENT NOT LISTED, MINIMUM HEIGHT IS 3-1/2. HEIGHT OF EQUIPMENT BASES APPLIES TO EQUIPMENT INSTALLED ON SLAB—ON—GRADE. 158 1-17 STRUCTURAL STEEL STRUCTURAL STEEL USED FOR PIPE SUPPORTS, EQUIPMENT SUPPORTS, ETC., SHALL BE NEW AND CLEAN, AND SHALL CONFORM TO ASTM DESIGNATION A-36. SUPPORT PLUMBING EQUIPMENT AND PIPING FROM THE BUILDING STRUCTURE. DO NOT SUPPORT PLUMBING EQUIPMENT AND PIPING FROM CEILINGS, OTHER MECHANICAL OR ELECTRICAL COMPONENTS, AND OTHER NON—STRUCTURAL ELEMENTS. 15B 1 —1 8 ACCESS DOORS PROVIDE ACCESS DOORS IN CEILINGS AND WALLS WHERE INDICATED OR REQUIRED FOR ACCESS TO CONCEALED VALVES AND EQUIPMENT INSTALLED UNDER THIS SECTION. PROVIDE CONCEALED HINGES, SCREWDRIVER—TYPE LOCK, ANCHOR STRAPS; MANUFACTURED BY MILCOR, ZURN, TITUS, OR EQUAL. OBTAIN ARCHITECT'S APPROVAL OF TYPE, SIZE, LOCATION, AND COLOR BEFORE ORDERING. 15B 1-19 PENETRATIONS SEAL FLOOR, EXTERIOR WALL, AND ROOF PENETRATIONS WATER AND WEATHERTIGHT WITH APPROPRIATE NON—SHRINK, NON—HARDENING COMMERCIAL CONSTRUCTION SEALANT. SEAL ROOF PENETRATIONS WITH 4 POUND PER SQUARE FOOT LEAD FLASHING. PROVIDE A SLEEVE, AND SEAL NON—FIRE—RATED FLOOR AND WALL PENETRATIONS WITH FIBERGLASS PACKING AND SILICONE CAULK (FOR ACOUSTICAL INSULATION). COORDINATE FIRE RATING REQUIREMENTS AND LOCATIONS WITH THE ARCHITECT. SEAL PIPING PENETRATIONS OF FIRE—RATED ASSEMBLIES WITH 3M # CP-25 FIRE BARRIER CAULK (PROVIDE THICKNESS AND METHOD AS REQUIRED AND RECOMMENDED BY MANUFACTURER) TO MAINTAIN THE FIRE RESISTANCE RATING OF FIRE—RATED ASSEMBLIES. SEAL EXTERIOR WALL PENETRATIONS BELOW GRADE WITH CAST IRON WALL PIPES AND MODULAR MECHANICAL SLEEVE SEALS, MANUFACTURED BY THUNDERLINE / LINK SEAL, CALPICO, INC. AND METRAFLEX. PROVIDE SLEEVES FOR HORIZONTAL PIPE PASSING THROUGH OR UNDER FOUNDATION. SLEEVES SHALL BE CAST IRON SOIL PIPE TWO NOMINAL PIPE SIZES LARGER THAT THE PIPE SERVED. PROVIDE SLEEVES FOR VERTICAL PIPE PASSING THROUGH SLAB ON GRADE. SLEEVES SHALL BE SCHEDULE 40 PVC PIPE, TWO NOMINAL PIPE SIZES LARGER THAN THE PIPE SERVED. SEAL WATER—TIGHT WITH SILICONE CAULK. 15B 1-20 ELECTRICAL WIRING LINE VOLTAGE WIRING SHALL BE PROVIDED BY DIVISION 16. LINE VOLTAGE CONTROL AND INTERLOCK WIRING FOR PLUMBING SYSTEMS SHALL ALSO BE PROVIDED BY DIVISION 16 CONTRACTOR. LOW VOLTAGE CONTROL WIRING SHALL BE PROVIDED BY THE DIVISION 15 CONTRACTOR. FURNISH WIRING DIAGRAMS TO THE DIVISION 16 CONTRACTOR AS REQUIRED FOR PROPER EQUIPMENT HOOKUP. COORDINATE WITH THE DIVISION 16 CONTRACTOR THE ACTUAL WIRE SIZING AMPS FOR PLUMBING EQUIPMENT (FROM THE EQUIPMENT NAMEPLATE) TO ENSURE PROPER INSTALLATION. 15B 1-21 UTILITY CONNECTIONS TERMINATE DOMESTIC WATER, STORM, AND SEWER LINES AT A POINT APPROXIMATELY FIVE FEET FROM THE BUILDING WALL, OR AS SHOWN ON THE DRAWINGS. MAKE CONNECTION TO THE VARIOUS SERVICES PROVIDED BY OTHERS AND COORDINATE CONNECTION REQUIREMENTS WITH CIVIL ENGINEER. VERIFY THAT INSTALLATION WILL TIE INTO THE VARIOUS SERVICES PROVIDED BY OTHERS AT THE INDICATED INVERT ELEVATION POINT PRIOR TO INSTALLATION. IF THE INSTALLATION WILL NOT TIE INTO THE INDICATED INVERT ELEVATION POINT WHILE MAINTAINING PROPER FALL, NOTIFY ARCHITECT AND CIVIL ENGINEER SO THAT AN ALTERNATIVE MAY BE DETERMINED. PROVIDE SERVICE PIPING AND ACCESSORIES REQUIRED TO COMPLETE UTILITY CONNECTIONS THAT ARE NOT FURNISHED BY THE SERVING UTILITY. COORDINATE WITH THE LOCAL GAS SERVICE COMPANY TO PROVIDE A NEW GAS SERVICE, INCLUDING GAS METER, SHUT—OFF VALVES, AND REGULATOR AS INDICATED ON THE DRAWINGS. INSTALLATION SHALL BE IN COMPLETE CONFORMANCE WITH THE REQUIREMENTS OF THE LOCAL GAS SERVICE COMPANY. 15B 1-22 EQUIPMENT FURNISHED BY OTHERS FURNISH AND INSTALL ROUGHED—IN WASTES, VENTS AND WATER SERVICES, AND SHALL COMPLETELY INSTALL AND CONNECT THE VARIOUS SINKS, PLUMBING AND KITCHEN EQUIPMENT, ETC., FURNISHED BY OTHERS, IN LOCATIONS AS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL PROVIDE ACCESSORY ITEMS THAT ARE REQUIRED BUT NOT FURNISHED WITH THE EQUIPMENT, INCLUDING TRAPS, STOP VALVES, PRV'S, INDIRECT WASTE TO FLOOR DRAINS, AND ACCESSORY ITEMS INDICATED OR REQUIRED FOR THE PROPER OPERATION OF THE COMPLETE SYSTEM AT THE TERMINATION OF THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT ROUGH—IN DIMENSIONS, AND SHALL VERIFY REQUIREMENTS WITH THE ARCHITECT AND/OR EQUIPMENT SUPPLIER PRIOR TO SERVICE INSTALLATIONS. INSTALL THE EMERGENCY NATURAL GAS SHUTOFF VALVE FURNISHED BY THE FOOD SERVICE EQUIPMENT CONTRACTOR WITH EXHAUST HOOD FIRE EXTINGUISHING SYSTEM. THE VALVE SHALL HAVE A CLEARLY MARKED OPEN/CLOSED INDICATOR AND SHALL SHUTOFF THE FUEL SOURCE TO COOKING EQUIPMENT UPON DETECTION OF FIRE. 15B 1-23 SYSTEM TESTING AND ADJUSTING UPON COMPLETION OF EACH PHASE OF THE INSTALLATION, TEST EACH SYSTEM IN CONFORMANCE WITH LOCAL CODE REQUIREMENTS AND AS NOTED BELOW. FURNISH LABOR AND EQUIPMENT REQUIRED TO TEST PLUMBING WORK INSTALLED UNDER THIS CONTRACT, AND ASSUME COSTS INVOLVED IN MAKING THE TESTS, AND REPAIRING AND/OR REPLACING DAMAGE RESULTING THERE FROM. NOTIFY THE ARCHITECT AND THE AUTHORITY HAVING JURISDICTION, THREE (3) WORKING DAYS PRIOR TO MAKING PLUMBING SYSTEM TESTS. LEAVE CONCEALED WORK UNCOVERED UNTIL THE REQUIRED TESTS HAVE BEEN COMPLETED, BUT IF NECESSARY DUE TO CONSTRUCTION PROCEDURE, TESTS ON PORTIONS OF THE WORK MAY BE MADE, AND WHEN SATISFACTORY, THE WORK MAY BE CONCEALED. TEST PIPING BEFORE INSULATION IS INSTALLED, AND BEFORE BACKFILL. PIPES, JOINTS, FLANGES, VALVE STEMS, ETC., SHALL BE LEAK TIGHT. REPAIR OR REPLACE SYSTEM DEFECTS WITH NEW MATERIALS. CAULKING OF DEFECTIVE JOINTS, CRACKS OR HOLES WILL NOT BE PERMITTED. REPEAT TESTS AFTER DEFECTS HAVE BEEN ELIMINATED. MAKE TESTS IN THE PRESENCE OF THE ADMINISTRATIVE AUTHORITY AND/OR THE OWNER'S AUTHORIZED REPRESENTATIVE. UPON COMPLETION OF THE SYSTEMS INSTALLATION, AND PRIOR TO ACCEPTANCE BY THE ARCHITECT AND ENGINEER, MAKE GENERAL OPERATING TESTS TO DEMONSTRATE THAT EQUIPMENT AND SYSTEMS ARE IN PROPER WORKING ORDER, AND ARE FUNCTIONING IN CONFORMANCE WITH THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. AS A PART OF THESE TESTS, OPEN EVERY WATER OUTLET TO ENSURE COMPLETE SYSTEM FLUSHING, REMOVE AND CLEAN FAUCET AERATORS, CLEAN STRAINERS, LIGHT PILOT LIGHTS, AND OPERATE EVERY PIECE OF EQUIPMENT FURNISHED UNDER THIS CONTRACT TO DEMONSTRATE PROPER FUNCTIONING. TEST THE DRAINAGE AND VENT SYSTEM BY PLUGGING OPENINGS WITH TEST PLUGS, EXCEPT THOSE AT THE TOP OF THE STACKS. FILL THE SYSTEM WITH WATER; TEST RESULTS WILL BE SATISFACTORY IF THE WATER LEVEL REMAINS STATIONARY FOR NOT LESS THAN ONE (1) HOUR. SUBJECT THE DRAINAGE AND VENT SYSTEM TO A PRESSURE OF AT LEAST TEN (10) FEET OF WATER. IF LEAKS DEVELOP, REPAIR THEM AND REPEAT THE TEST. TEST THE DOMESTIC WATER SYSTEM BY FILLING IT WITH WATER AND THEN ISOLATING THE SYSTEM FROM ITS SOURCE. KEEP THE SYSTEM CLOSED FOR A PERIOD OF TWENTY—FOUR HOURS, WITH NO FIXTURE BEING USED. THE PRESSURE DIFFERENTIAL FOR THIS TEST PERIOD SHALL NOT EXCEED 10 PSIG. TEST WATER PIPING TO A 125 PSI HYDROSTATIC PRESSURE. FOR LOW PRESSURE NATURAL GAS SYSTEMS, SUBJECT THE PIPE TO 10 PSIG AIR PRESSURE FOR A PERIOD OF ONE HOUR. THE RESULTANT PRESSURE DIFFERENTIAL FOR THIS PERIOD SHALL BE 0 PSIG. TEST PER GAS COMPANY REQUIREMENTS WHERE REQUIRED. FOR WELDED NATURAL GAS SYSTEMS AND SYSTEMS WITH AN OPERATING PRESSURE IN EXCESS OF 14" WATER COLUMN, SUBJECT THE PIPE TO 60 PSIG AIR PRESSURE FOR A PERIOD OF ONE HOUR. THE RESULTANT PRESSURE DIFFERENTIAL FOR THIS PERIOD SHALL BE 0 PSIG. TEST PER GAS COMPANY REQUIREMENTS WHERE REQUIRED. 15B 1-24 GUARANTEE THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL INCLUDE THE FURNISHING, INSTALLATION, AND CONNECTION OF PLUMBING SYSTEMS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS. BY SIGNING THE CONTRACT, THE CONTRACTOR ACKNOWLEDGES THAT HE HAS ACQUAINTED HIMSELF WITH THE SITE AND THE EXISTING CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, AND THE DRAWINGS AND SPECIFICATIONS PERTAINING THERETO, AND HE INDICATES THAT HE WILL COMPLY WITH THE REQUIREMENTS AND INTENT OF PERTINENT DOCUMENTS IN THE PERFORMANCE OF THE WORK. GUARANTEE THAT THE PLUMBING INSTALLED UNDER THIS CONTRACT IS FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF JOB ACCEPTANCE BY THE OWNER. THIS SHALL INCLUDE A GUARANTEE OF FREE CIRCULATION OF LIQUIDS THROUGHOUT THE SYSTEM AS INTENDED WITHOUT LEAKS, EXCESSIVE NOISE, OR WATER HAMMER. IF DEFECTS OCCUR DURING THE ONE YEAR GUARANTEE PERIOD, REPAIR OR REPLACE SUCH DEFECTS AT NO EXPENSE TO THE OWNER, AND TO THE SATISFACTION OF THE OWNER, ARCHITECT AND ENGINEER. 15B2 PLUMBING PIPING 150 2-1 PIPING MATERIALS MATERIALS SPECIFIED OR NOTED ON THE DRAWINGS ARE SUBJECT TO THE APPROVAL OF LOCAL CODE AUTHORITIES. VERIFY APPROVAL BEFORE INSTALLING ANY MATERIAL OR JOINING METHOD. DOMESTIC WATER (COLD, HOT AND HOT WATER RECIRCULATION): DOMESTIC WATER PIPING INSTALLED ABOVE THE FLOOR SLAB INSIDE THE BUILDING SHALL BE TYPE "L" HARD TEMPER COPPER TUBE WITH WROUGHT COPPER FITTINGS AND SOLDERED CONNECTIONS MADE UP WITH 95/5 SOLDER. BRAZED MECHANICALLY FORMED TEE CONNECTIONS (T—DRILL) MAY BE USED IN COPPER LINES WHERE APPROVED BY CODE; CONNECTION SHALL BE MADE WITH BRAZED SILVER SOLDER (SILFOS) JOINTS IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS. UNDERGROUND DOMESTIC WATER PIPING 2" AND SMALLER SHALL BE TYPE "K" SOFT TEMPER COPPER TUBING WITH FLARED COPPER ALLOY FITTINGS AND CONNECTIONS, OR TYPE "K" HARD TEMPER COPPER TUBING WITH CONVENTIONAL WROUGHT COPPER FITTINGS AND SILVER SOLDER (SILFOS) JOINTS. INSTALL AS FEW UNDERGROUND COPPER PIPING JOINTS AS POSSIBLE. AT BUILDING SERVICE ENTRANCE, NO JOINTS SHALL BE INSTALLED UNDER OR WITHIN 5 FEET OF THE BUILDING. INSTALL DOMESTIC WATER PIPING BELOW GRADE OUTSIDE BUILDING AT ADEQUATE DEPTH TO PREVENT FREEZING. INTERIOR WASTE AND VENT BELOW SLAB: WASTE AND VENT PIPE BELOW SLAB INSIDE BUILDING SHALL BE STANDARD WEIGHT CAST IRON SOIL PIPE WITH HUB AND SPIGOT FITTINGS WITH NEOPRENE GASKET JOINTS. HUBLESS WASTE AND VENT PIPE IS NOT PERMITTED BELOW BASE SLAB. PVC DWV ASTM D2665 PIPE WITH PVC MEETING ASTM B1784, CELL CLASS 12454—B WITH ASTM 2665 SOCKET FITTINGS WITH SOLVENT WELD JOINTS IS ALSO PERMITTED WHERE APPROVED BY CODE. INTERIOR WASTE AND VENT ABOVE SLAB: WASTE AND VENT PIPE ABOVE SLAB INSIDE BUILDING SHALL BE HUBLESS CAST IRON SOIL PIPE AND FITTINGS WITH HUBLESS HEAVY DUTY (4 BAND) COUPLINGS. PVC DWV ASTM D2665 PIPE WITH PVC MEETING ASTM B1784, CELL CLASS 12454—B WITH ASTM 2665 SOCKET FITTINGS WITH SOLVENT WELD JOINTS IS ALSO PERMITTED WHERE APPROVED BY CODE. INTERIOR STORM: INSIDE BUILDING SHALL BE SAME AS SPECIFIED FOR INTERIOR WASTE AND VENT PIPE. NATURAL GAS: GAS PIPING ABOVE GROUND SHALL BE SERVICE WEIGHT BLACK STEEL WITH MALLEABLE IRON SCREWED FITTINGS, OR STANDARD WELDED FITTINGS. UNDERGROUND GAS PIPING SHALL BE WELDED, COATED, AND WRAPPED WITH COAL TAR ENAMEL AND 15 POUND FELT. INSTALL UNDERGROUND STEEL GAS PIPING AT LEAST 30" BELOW GRADE, AND PROVIDE WITH CATHODIC PROTECTION PER GAS COMPANY DETAILS. INDIRECT AND CONDENSATE DRAIN INSIDE BUILDING: INDIRECT AND CONDENSATE DRAIN PIPE INSTALLED INSIDE THE BUILDING SHALL BE TYPE "M" HARD COPPER WITH WROUGHT COPPER FITTINGS FOR 1" AND SMALLER AND "DWV" COPPER WITH WROUGHT COPPER DRAINAGE PATTERN 1-1111NGS FOR 1-1/4" AND LARGER HARD TEMPER COPPER TUBE AND SOLDERED CONNECTIONS MADE WITH 95/5 SOLDER. INSTALL CLEAN OUTS AT ELBOWS GREATER THAN 45 DEGREES. INDIRECT AND CONDENSATE DRAIN OUTSIDE BUILDING: INDIRECT AND CONDENSATE DRAIN PIPE INSTALLED OUTSIDE THE BUILDING ABOVE GROUND SHALL BE TYPE "M" FOR 1" AND SMALLER AND "DWV" FOR 1— 1/4" AND LARGER HARD TEMPER COPPER TUBE WITH WROUGHT COPPER DRAINAGE PATTERN FITTINGS AND SOLDERED CONNECTIONS MADE WITH 95/5 SOLDER, TERMINATE AT NEAREST ROOF DRAIN, GUTTER OR OTHER LOCATION AS SHOWN DRAWINGS. INSTALL CLEANOUTS AT ELBOWS GREATER THAN 45 DEGREES. 15B 2-2 PIPING AND EQUIPMENT INSULATION DOMESTIC COLD WATER, HOT WATER, HOT WATER RECIRCULATION, INDIRECT AND CONDENSATE DRAIN PIPE (WITHIN BUILDING) 1" ONE— PIECE FIBERGLASS COVERING WITH FIRE—RESISTANT JACKET WITH SELF—SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS—CORNING OR ARMSTRONG. FOR PIPING AT HANGERS PROVIDE 8" LONG SECTIONS OF HIGH DENSITY, HIGH TEMPERATURE CALCIUM SILICATE BY JOHNS—MANVILLE, FIBERGLASS BY KNAUF, OR 8" LONG STYROFOAM BILLETS BY DOW. INSULATION SHALL BE CONTINUOUS ALONG THE PIPE SURFACE, EXCEPT AT VALVES, UNIONS, AND WHERE PIPING IS EXPOSED AT FIXTURES. PROVIDE 1" FIBERGLASS INSULATION ON VENT PIPING WITHIN SIX FEET OF VENT THROUGH THE OF ROOF. PROVIDE FIBERGLASS INSULATION ON DOMESTIC COLD AND HOT WATER PIPES INSTALLED IN WALLS AND CHASES: 2" ONE—PIECE FIBERGLASS COVERING WITH FIRE—RESISTANT JACKET WITH SELF—SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER, BY CERTAINTEED, OWENS—CORNING OR ARMSTRONG. COVER FITTINGS WITH ZESTON, KNAUF, OR EQUAL ONE—PIECE PVC PREMOLDED INSULATING COVERS. FITTING COVERS, JACKETS AND ADHESIVES SHALL NOT EXCEED FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPMENT RATING OF 50 PER ASTM E84. AT ALL ELBOWS AND TEES, FILL VOIDS BETWEEN COVERS AND PIPING WITH FIBERGLASS INSULATION AND TAPE JOINTS. INSTALL PIPE INSULATION IN COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS. WHERE PRE—MOLDED INSULATING FITTINGS ARE NOT APPROVED BY LOCAL AUTHORITIES, MITER INSULATION AT FITTINGS. 15B 2-3 PIPING JOINTS COPPER TUBING: JOINTS IN HARD TEMPER TUBING SHALL BE SOLDERED JOINTS USING LEAD—FREE 95/5 SOLDER EXCEPT WHERE TUBING IS INSTALLED BELOW GRADE OR BELOW THE BASE SLAB, IN WHICH CASE JOINTS SHALL BE SOLDERED WITH SILVER SOLDER (SILFOS). JOINTS IN SOFT TEMPER COPPER TUBING SHALL BE OF THE FLARED TYPE INSTALLED IN COMPLJANCE WITH THE FITTING MANUFACTURER'S RECOMMENDATIONS. THREADED STEEL PIPE: THREADED JOINTS SHALL BE FULL AND CLEAN, CUT WITH NOT MORE THAN THREE (3) THREADS EXPOSED BEYOND THE FITTINGS. MAKE JOINTS TIGHT WITH GRAPHITE BASE PIPE JOINT COMPOUND AND PAINT EXPOSED THREADS OF FERROUS PIPE WITH ACID—RESISTING PAINT AFTER PIPING HAS BEEN TESTED AND PROVEN TIGHT. NO CAULKING, LAMP—WICK OR OTHER MATERIAL WILL BE PERMITTED FOR CORRECTION OF DEFECTIVE JOINTS. WELDED STEEL PIPE: WELDED JOINTS SHALL BE OF THE BUTT WELDED SINGLE "VEE" TYPE. BEVEL PIPE AT A 45 DEGREE ANGLE TO WITHIN 1/16" OF THE INSIDE WALL, AND BUILD UP THE WELD TO ONE FOURTH GREATER DEPTH THAN THE PIPE WALL THICKNESS. WELDING SHALL BE EITHER ELECTRIC OR OXY—ACETYLENE, PERFORMED IN CONFORMANCE WITH THE ASME CODE FOR PRESSURE PIPE WELDING, AND ONLY BY EXPERIENCED CERTIFIED WELDERS. CAST IRON PIPE BELOW GRADE: JOINTS IN BELL AND SPIGOT CAST IRON WASTE AND VENT PIPE SHALL BE NEOPRENE COMPRESSION GASKETS, TYPE SEAL OR EQUAL. CAST IRON PIPE ABOVE GRADE: JOINTS IN HUBLESS PIPE SHALL HAVE HEAVY DUTY COUPLINGS (4—BAND) BY ANACO HUSKY #SDR-2000 OR APPROVED EQUAL. USE "4—BAND CLAMPS ONLY ON "WET" PIPES ABOVE THE FLOOR SLAB — NOT ON VENTS. PIPE ADAPTERS: MAKE CONNECTION OF NEW WASTE PIPE TO EXISTING DISSIMILAR WASTE PIPE USING MISSION OR FERNCO NEOPRENE COUPLINGS WITH STAINLESS STEEL CLAMPS. COAT STAINLESS STEEL BANDS WITH MASTIC WHERE INSTALLED UNDERGROUND. 15B 2-4 PIPING INSTALLATION GENERAL CLEAN PIPE THOROUGHLY PRIOR TO INSTALLATION. REAM ENDS OF PIPE TO REMOVE BURRS. CUT PIPE ACCURATELY TO MEASUREMENTS TAKEN ON THE JOB. INSTALL WITH ADEQUATE CLEARANCE FOR INSTALLATION OF COVERINGS WHERE REQUIRED. PIPE SHALL NOT BE SPRUNG OR BENT. NEATLY ALIGN PIPE, CONNECT IT SECURELY, AND SUPPORT IT FROM THE BUILDING STRUCTURE WITH HANGERS AS SPECIFIED BELOW. PROVIDE CHROME—PLATED ESCUTCHEONS ON PIPES PASSING THROUGH CEILINGS, FLOORS OR WALLS OF FINISHED SPACES. RUN PIPES FREELY THROUGH FLOOR AND WALL PENETRATIONS USING PIPE SLEEVES. DO NOT GROUT IN PLACE UNLESS REQUIRED FOR STRUCTURAL FIRE INTEGRITY. INSTALL PIPE CONCEALED IN FINISHED SPACES WHEREVER POSSIBLE. USE A DIELECTRIC UNION WHERE FERROUS AND COPPER PIPE CONNECT. DIELECTRIC UNION SHALL HAVE A ZINC—PLATED STEEL BODY, A THREADED NYLON INSERT, AND INSULATING PRESSURE GASKET. NO FERROUS METAL—TO—COPPER CONNECTION MADE WITHOUT INSULATING UNIONS WILL BE ALLOWED. HANGER & SUPPORTS: PIPE HANGERS SHALL BE AS DESCRIBED IN THE SPECIFICATIONS BY B—LINE OR EQUAL BY ANVIL, MICHIGAN, TRUSCON, OR UNISTRUT. CONNECT HANGERS TO THE STRUCTURE WITH SIDE BEAM CONNECTORS AND ALL THREAD HANGER RODS. PROVIDE ENGINEERED SUPPORT STRUTS BETWEEN JOISTS AND OTHER STRUCTURAL MEMBERS AS REQUIRED TO PROVIDE A RIGID HANGING INSTALLATION. DO NOT HANG PIPES FROM OTHER PIPES, CONDUIT OR DUCTWORK. PROVIDE HANGER RODS AND SPACE HANGERS AT INTERVALS AS SPECIFIED IN "HANGER SPACING". PROVIDE SUPPORT WITHIN 1' OF EACH ELBOW AND TEE. PROVIDE SUPPORTS WITHIN 1' OF EACH EQUIPMENT CONNECTION. INSTALL HANGER TYPES OR SUPPORTS FOR VARIOUS PIPING AS FOLLOWS: COPPER TUBE: ADJUSTABLE BAND HANGERS FOR BARE COPPER TUBE 3" AND SMALLER SHALL BE B—LINE #B3170 CT COPPER PLATED ADJUSTABLE BAND SWIVEL RING TYPE. ADJUSTABLE BAND HANGERS FOR INSULATED COPPER TUBE AND 3" SMALLER SHALL BE B—LINE #B3170 NF ADJUSTABLE BAND SWIVEL RING TYPE. CLEVIS HANGERS FOR INSULATED COPPER TUBE 4" AND LARGER SHALL BE B—LINE #B3100 GALVANIZED STEEL CLEVIS TYPE. SUPPORT EXPOSED COPPER TUBE 2" AND SMALLER TO WALLS OR IN CHASES WITH B—LINE #133198RCT COPPER COATED EXTENSION SPLIT RING PIPE CLAMPS, 3/8" THREADED ROD AND B—LINE #B3199CT CEILING FLANGES. SUPPORT COPPER TUBE IN CHASES AND WALLS AT PLUMBING FIXTURES WITH PLASTIC OR COPPER BRACKETS SECURED TO STRUCTURE AND U—BOLTS SIZED TO BARE ON THE PIPE. RISER CLAMPS TO SUPPORT VERTICAL COPPER TUBE SHALL BE B—LINE #B3373CT COPPER COATED STEEL, CUT INSULATION, SEAL VAPOR BARRIER, AND ATTACH TO BARE TUBE. STEEL PIPE: ADJUSTABLE BAND HANGERS FOR 2" AND SMALLER SHALL BE B—LINE #33170 NF ADJUSTABLE BAND SWIVEL RING TYPE. CLEVIS HANGERS FOR 2-1/2" AND LARGER SHALL BE B—LINE #B3100 GALVANIZED STEEL CLEVIS TYPE. RISER CLAMPS TO SUPPORT VERTICAL PIPE SHALL BE B—LINE #B333 GALVANIZED STEEL. CAST IRON PIPE: ADJUSTABLE BAND HANGERS FOR 2" AND SMALLER CLEVIS HANGERS FOR 3" AND LARGER SHALL BE B—LINE #B3100 GALVANIZED STEEL CLEVIS TYPE. RISER CLAMPS TO SUPPORT VERTICAL PIPE SHALL BE B—LINE #133373 GALVANIZED STEEL HANGER SPACING, ROD SIZES & CONNECTORS: CONNECT RODS TO STEEL BEAMS OR JOISTS WITH B—LINE #B3031 OR #B303313EAM CLAMPS AS REQUIRED. CONNECT RODS TO CONCRETE WITH B—LINE #3014 MALLEABLE IRON SINGLE TYPE INSERTS WITH MALLEABLE IRON NUT. CONNECT RODS IN WOOD CONSTRUCTION WITH B—LINE #03058 SIDE BEAM CONNECTORS. HANG AND SUPPORT PIPING WITH SPACING AND ROD SIZES AS FOLLOWS: COPPER TUBE: 1-1/2" AND SMALLER — EVERY 6' WITH 3/8"HANGER RODS; — EVERY 10' WITH 1/2"HANCER RODS; 2-1/2" AND 3" — EVERY 10' WITH 1/2" HANGER RODS, 4" — EVERY 10' WITH 5/8" HANGER RODS. SUPPORT VERTICAL COPPER TUBE EVERY 10'. STEEL PIPE: 1" AND SMALLER — EVERY 8' WITH 3/8" HANGER RODS; 1-1/4" TO 2" — EVERY 10' WITH 3/8" HANGER RODS; 2-1/2" AND 3" — EVERY 10' WITH 1/2" HANGER RODS, 4" — EVERY 10' WITH 5/8" HANGER RODS. SUPPORT VERTICAL STEEL PIPE EVERY 10'. CAST IRON PIPE: EVERY 10' AND WITHIN 1' OF EACH JOINT. 2" AND SMALLER WITH 3/8" HANGER RODS; 3" WITH 1/2" HANGER RODS; 4" WITH 5/8" HANGER RODS; 6" WITH 3/4" HANGER RODS; 8" AND LARGER WITH 7/8" HANGER RODS. SUPPORT VERTICAL CAST IRON PIPE EVERY 15'. 15B 2-5 PIPING SANITIZATION SUPPORTS ON ROOF: SUPPORT PIPING ON ROOF WITH PRE— ENGINEERED ROOF PIPE SUPPORTS MANUFACTURED BY ERICO, MIRO OR PORTABLE PIPE HANGERS: 4" X 4" X 12" LONG CLOSED CELL POLYETHYLENE BLOCKS WITH EMBEDDED PRE—ENGINEERED SUPPORT STRUT OR PRE—ENGINEERED SUPPORT STRUTS WITH FACTORY PLASTIC BASES. TWO PIECE STRAPS SHALL BE CAPTIVATED AT THE SHOULDER WHEN ATTACHMENT NUT IS TIGHTENED AND DESIGNED FOR USE WITH STRUT SYSTEM. ALL NUTS, BRACKETS AND CLAMPS SHALL HAVE THE SAME FINISH AS THE CHANNELS. SUPPORT PIPE WITH SPACING AS DESCRIBED ABOVE AT A MINIMUM 4" ABOVE THE ROOF. SET SUPPORTS ON 18" X 18" X 3/16" THICK ROOF WALKWAY MATERIAL COMPATIBLE WITH ACTUAL ROOF MATERIAL. SUPPORTS ON FLOOR: SUPPORT PIPING FROM THE FLOOR WHERE REQUIRED FOR FERROUS PIPE OR INSULATED COPPER TUBE, SHALL BE B—LINE B3093 GALVANIZED STEEL WITH PIPE SADDLE, THREADED SHANK FOR HEIGHT ADJUSTMENT AND FLOOR STAND SECURED TO THE FLOOR. BELOW GROUND INSTALLATION FOR SOIL, WASTE AND STORM: INSTALL SOIL AND WASTE PIPING TO A UNIFORM SLOPE OF NOT LESS THAN 1/8" PER FOOT FOR PIPING 4" OR LARGER, AND NOT LESS THAN 1/4" PER FOOT FOR PIPING 3" OR SMALLER. SLOPE STORM PIPING AT 1/8" PER FOOT. LAY PIPE AT UNIFORM SLOPE, FREE FROM SAGS, WITH HUB END UPSTREAM. MAKE CHANGES IN DIRECTION FROM HORIZONTAL TO VERTICAL, AT FIXTURE BRANCHES AND OTHER BRANCH CONNECTIONS WITH SANITARY 'TEES" OR SHORT SWEEP "ELLS". MAKE CHANGES IN DIRECTION FROM VERTICAL TO HORIZONTAL OR HORIZONTAL TO HORIZONTAL WITH LONG RADIUS FITTINGS, LONG SWEEPING "ELLS", COMBINATION "Y AND 1/8 BEND" FITTINGS, OR 45 DEGREE "ELLS" (1/8 BEND FITTINGS), 1/6 BEND OR 1/16 BEND AND "Y" FITTINGS. INSTALL PIPE WITH THE BARREL OF THE PIPE ON FIRM, SOLID EARTH FOR ITS ENTIRE LENGTH, AND EXCAVATE HOLES FOR THE PIPE BELLS. LAY PIPE IN A STRAIGHT LINE AND INSTALL WITH UNIFORM GRADE TO LINE WITH BATTEN BOARDS SET NOT MORE THAN 24'-0" APART. CLOSE OPEN ENDS OF PIPE WITH A STOPPER WHEN PIPE LAYING IS NOT IN PROGRESS. CENTER SPIGOTS ACCURATELY IN BELLS FOR UNIFORM CAULKING. PROVIDE A SMOOTH AND UNIFORM INVERT IN THE SYSTEM. DRILLING OR TAPPING OF SOIL AND WASTE LINES, AND SADDLE HUBS AND BANDS ARE NOT PERMITTED. LOCATE AND INSTALL SOIL AND WASTE LINES AS INDICATED ON THE DRAWINGS. DETERMINE EXACT LOCATIONS IN SUCH A MANNER AS TO MAINTAIN PROPER CLEARANCE. PRIOR TO INSTALLATION OF ANY BUILDING DRAIN PIPE, VERIFY ELEVATION OF CONNECTION POINT OF EXISTING SEWER, SERVICE LINE OR EXISTING TENANT CONNECTIONS INDICATED ON THE DRAWINGS. IF THE INSTALLATION WILL NOT TIE INTO THE INDICATED INVERT ELEVATION POINT WHILE MAINTAINING PROPER FALL, NOTIFY ARCHITECT SO THAT AN ALTERNATIVE MAY BE DETERMINED. INSTALL PLASTIC UNDERGROUND WARNING TAPE WITH NAME OF SERVICE INDICATED CONTINUOUSLY ALONG ITS LENGTH FOR BURIED SOIL, WASTE AND STORM PIPE FIVE FEET OUTSIDE THE BUILDING. ABOVE GROUND INSTALLATION FOR SOIL, WASTE AND STORM: INSTALL SOIL AND WASTE PIPING TO A UNIFORM SLOPE OF NOT LESS THAN 1/8" PER FOOT FOR PIPING 4" OR LARGER, AND NOT LESS THAN 1/4" PER FOOT FOR PIPING 3" OR SMALLER. SLOPE STORM PIPING AT 1/8" PER FOOT. LAY PIPE AT UNIFORM SLOPE FREE FROM SAGS. SUPPORT PIPE WITHIN 12" OF EACH JOINT. MAKE CHANGES IN DIRECTION FROM HORIZONTAL TO VERTICAL, AT FIXTURE BRANCHES AND OTHER BRANCH CONNECTIONS WITH SANITARY "TEES" OR SHORT SWEEP "ELLS". MAKE CHANGES IN DIRECTION FROM VERTICAL TO HORIZONTAL OR HORIZONTAL TO HORIZONTAL WITH LONG RADIUS FITTINGS, LONG SWEEPING "ELLS", COMBINATION "Y AND 1/8 BEND" FITTINGS, OR 45 DEGREE "ELLS" (1/8 BEND FITTINGS), 1/6 BEND OR 1/16 BEND AND "Y" FITTINGS. PROVIDE A SMOOTH AND UNIFORM INVERT IN THE SYSTEM. DRILLING OR TAPPING OF SOIL AND WASTE LINES, AND SADDLE HUBS AND BANDS ARE NOT PERMITTED. LOCATE AND INSTALL SOIL AND WASTE LINES AS INDICATED ON THE DRAWINGS. DETERMINE EXACT LOCATIONS IN SUCH A MANNER AS TO MAINTAIN PROPER CLEARANCE. PLUMBING VENT: CONNECT PLUMBING VENT PIPES TO FIXTURE DRAIN PIPES AS INDICATED ON THE DRAWINGS OR AS REQUIRED BY THE INSTALLATION PRACTICES ADOPTED AND ENFORCED BY LOCAL CODES OFFICIAL, AND EXTEND VENT PIPES FULL SIZE THROUGH THE ROOF LINE. GRADE PIPE TO A UNIFORM SLOPE SO AS TO DRAIN BACK BY GRAVITY TO THE DRAINAGE PIPING SYSTEM. VENTS PASSING THROUGH THE ROOF SHALL BE MINIMUM 3" SIZE EXCEPT IN TROPICAL CLIMATES, PER LOCAL CODES. TURN FLASHING DOWN INTO STACKS AT LEAST 2", AND EXTEND FLASHING 24" IN ALL DIRECTIONS FROM THE PIPE AT THE ROOF LINE. APPLY WHITE LEAD PIPE DOPE ON MALE STEEL PIPE THREADS. VENT LINES SHALL BE AIR AND WATER TIGHT. VENT FLOOR DRAINS INDIVIDUALLY OR CONNECT THEM TO A HORIZONTALLY VENTED LINE AS SHOWN ON THE DRAWINGS. DOMESTIC WATER: ARRANGE COLD, HOT, AND HOT WATER RECIRCULATION PIPING TO DRAIN AT THE LOWEST POINT IN EACH SYSTEM. INSTALL AT LEAST ONE PIPE UNION ADJACENT TO ALL SHUTOFF VALVES, AT CONNECTION POINTS OF EACH PIECE OF EQUIPMENT, AND ELSEWHERE IN THE SYSTEM WHERE REQUIRED TO ALLOW PROPER MAINTENANCE. PROVIDE UNIONS OF THE GROUND JOINT TYPE. MAKE ALLOWANCE FOR EXPANSION AND CONTRACTION WHERE REQUIRED BY THE INSTALLATION. WHERE WATER PIPING OCCURS IN EXTERIOR WALLS, HOLD PIPE AS CLOSE AS POSSIBLE TO THE INTERIOR FACE OF WALL AND INSTALL INSULATION BATT OR OTHER INSULATION (MINIMUM R8) BETWEEN PIPING AND THE EXTERIOR WALL FACE. NATURAL GAS: PITCH NATURAL GAS PIPING, AND PROVIDE ACCESSIBLE DIRT LEGS AT THE LOW POINTS. TAKE BRANCH PIPES OFF THE TOP OR SIDES OF MAIN PIPES, TO PREVENT ACCUMULATION OF WATER IN THE BRANCHES. INSTALL GAS PIPING VALVES AND UNIONS ONLY IN ACCESSIBLE LOCATIONS. DO NOT INSTALL GAS PIPE BELOW THE BASE SLAB. DO NOT INSTALL GAS PIPE IN RETURN AIR PLENUMS, UNLESS IT IS INSTALLED INSIDE A VENTED CONTINUOUS WELDED STEEL CONDUIT WITH GAS—TIGHT JOINTS AND EXTENDED TO OPEN AIR EXTERIOR TO THE BUILDING. SANITIZE THE ENTIRE DOMESTIC WATER PIPING SYSTEM (COLD, HOT, AND HOT WATER RETURN) WITH A SOLUTION CONTAINING NOT LESS THAN 50 PPM AVAILABLE CHLORINE. KEEP SOLUTION IN THE SYSTEM FOR A MINIMUM OF 24 HOURS, WITH EACH VALVE BEING OPERATED SEVERAL TIMES DURING THE PERIOD. AFTER COMPLETION, FLUSH SYSTEM WITH CITY WATER UNTIL CHLORINE RESIDUAL IS LOWERED TO INCOMING CITY WATER LEVEL. 15B 2-6 BEVERAGE CONDUIT BEVERAGE CONDUIT BELOW GROUND AND INSIDE THE BUILDING SHALL BE SCHEDULE 40 PVC MEETING NEMA TC-2 AND NEC 347. BEVERAGE CONDUIT ABOVE GROUND AND INSIDE THE BUILDING SHALL BE ELECTRICAL METALLIC TUBING (EMT) WHERE APPROVED BY CODE. TUBING SHALL BE IN ACCORDANCE WITH ANSI C 80.2, UL 797, NEC ARTICLE 348 AND FL WW—C-563A. FITTINGS SHALL BE COMPRESSION TYPE IN ACCORDANCE WITH FS—W—F-408. FITTINGS SHALL BE UL LISTED FOR THE ENVIRONMENT IN WHICH THEY ARE USED. ELECTRICAL METALLIC TUBING SHALL NOT BE USED BELOW GRADE. 15B3 PLUMBING SPECIALTIES 15B 3-1 AIR CHAMBERS. WATER HAMMER ARRESTORS, AND TRAPS PROVIDE AIR CHAMBERS, FULL SIZE OF THE SUPPLY PIPE AND MINIMUM 18" LONG OR PER LOCAL AUTHORITIES REQUIREMENTS, AT SUPPLY PIPES TERMINATING AT FIXTURES TO PREVENT WATER HAMMER. PROVIDE WATER HAMMER ARRESTORS AT VALVES OR BATTERIES OF FIXTURES AS INDICATED ON THE DRAWINGS TO PREVENT WATER HAMMER. ARRESTORS SHALL BE JOSAM, SMITH, PRECISION PLUMBING PRODUCTS, SIOUX CHIEF, WADE, WATTS, OR ZURN, STAINLESS STEEL BELLOWS TYPE, OR 0—RING SEALED AND LUBRICATED ACETAL PISTON. INSTALL WATER HAMMER ARRESTORS PER THE PLUMBING AND DRAINAGE INSTITUTE PDI WH-201 INSTALLATION INSTRUCTIONS. INSTALLATION OF ARRESTORS AT BATTERIES OF FIXTURES PRECLUDES THE REQUIREMENT FOR INDIVIDUAL AIR CHAMBERS AT EACH BATTERY FIXTURE. PROVIDE WATER—SEAL TRAPS ON FLOOR DRAINS, FIXTURES AND EQUIPMENT WITH DRAIN CONNECTIONS, INCLUDING TRAPS NOT FURNISHED IN COMBINATION WITH FIXTURES AND EQUIPMENT. PLACE TRAP AS CLOSE TO THE FIXTURE OR DRAIN AS POSSIBLE. EXPOSED TRAPS IN FINISHED SPACES SHALL BE CHROME—PLATED BRASS. PROVIDE CONVENTIONAL "P" TYPE TRAP, WATER—SEALED SELF— CLEANING DESIGN. FULL "S" TRAPS OR TRAP STANDARDS SHALL BE USED ONLY WHERE SPECIFICALLY CALLED FOR ON THE DRAWINGS OR ELSEWHERE IN THIS SPECIFICATION. TRAP WATER SEALS SHALL NOT BE LESS THAN 2", AND DEEP SEAL TRAPS SHALL BE PROVIDED WHERE SPECIFIED OR INDICATED. EACH TRAP NOT INTEGRAL WITH THE FIXTURE OR FLOOR DRAIN OR INSTALLED BELOW THE BASE SLAB SHALL BE PROVIDED WITH AN ACCESSIBLE CLEANOUT OF ADEQUATE SIZE. PROVIDE TRAP PRIMERS WHERE REQUIRED BY CODE AND WHERE INDICATED ON THE DRAWINGS. PIPE AND VALVE MARKERS: PROVIDE MANUFACTURER'S STANDARD PRE—PRINTED, SEMI—RIGID SNAP—ON OR PERMANENT ADHESIVE, PRESSURE—SENSITIVE VINYL PIPE MARKERS. COLOR CODE PIPE MARKERS TO COMPLY WITH ANSI A13.1. INSTALL PIPE MARKERS ON EACH PIPING SYSTEM AND INCLUDE ARROWS TO SHOW NORMAL DIRECTION OF FLOW. PLACE FLOW ARROWS EVERY THREE FEET A PART AND IN A VISIBLE LOCATION. LOCATE PIPE MARKERS AND COLOR BANDS WHEREVER PIPING IS EXPOSED TO VIEW IN OCCUPIED SPACES, MECHANICAL ROOMS, PLENUMS AND EXTERIOR NON—CONCEALED LOCATIONS. PROVIDE PLASTIC LAMINATE OR BRASS VALVE TAG ON EVERY VALVE, COCK AND CONTROL DEVICE IN EACH PIPING SYSTEM; EXCLUDE CHECK VALVES, VALVES WITHIN FACTORY—FABRICATED EQUIPMENT UNITS, PLUMBING FIXTURE FAUCETS, CONVENIENCE AND LAWN—WATERING HOSE BIBS, AND SHUT—OFF VALVES AT PLUMBING FIXTURES, HVAC TERMINAL DEVICES AND SIMILAR ROUGH—IN CONNECTIONS OF END—USE FIXTURES AND UNITS. 158 3-2 CLEANOUTS, FLOOR DRAINS AND ROOF DRAINS CLEANOUTS, FLOOR DRAINS AND ROOF DRAINS SHALL BE AS SCHEDULED ON THE DRAWINGS. PROVIDE LONG SWEEP FITTINGS FOR CLEANOUT EXTENSIONS; SHORT SWEEPS AT START OF RUNS OR CHANGE IN DIRECTION AND COMBINATION WYE AND EIGHT BEND FITTINGS IN HORIZONTAL RUNS. INSTALL CLEANOUTS WITH A MINIMUM OF 18" CLEAR ALL AROUND, CONSULT LOCAL CODES FOR OTHER REQUIREMENTS, FOR EASY SYSTEM MAINTENANCE. INSTALL PLUG WITH TEFLON JOINT COMPOUND. FLOOR DRAINS: SHALL BE AS SCHEDULED ON THE DRAWINGS. FLOOR CLEANOUTS: SHALL BE AS SCHEDULED ON THE DRAWINGS. INSTALL CLEANOUTS AT POINTS AS NOTED ON THE DRAWINGS, AT THE BUILDING EXIT; AT A MINIMUM OF EVERY 50 FEET IN HORIZONTAL SOIL AND WASTE LINES; AND AT TURNS OF PIPE GREATER THAN 45 DEGREES CLEANOUTS SHALL BE FULL SIZE OF THE PIPE UP TO 4", AND 4" SIZE FOR PIPES LARGER THAN 4". DETERMINE THE TYPE OF FLOOR COVERING TO BE USED AT EACH FLOOR CLEANOUT LOCATION AND PROVIDE TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKERS, RECESSED FOR TILE AND SCORIATED FOR UNFINISHED FLOOR). ROUGH—IN AND INSTALL EACH FLOOR CLEANOUT FLUSH WITH THE FINISHED FLOOR CONSTRUCTION. EXTERIOR CLEANOUTS: SHALL BE AS SCHEDULED ON THE DRAWINGS. INSTALL CLEANOUTS AT POINTS AS NOTED ON THE DRAWINGS, AT THE BUILDING EXIT; AT A MINIMUM OF EVERY 100 FEET IN HORIZONTAL SOIL, WASTE AND STORM SERVICE UNES. EMBED EACH EXTERIOR CLEANOUT IN AN 18" X 18" X 8" BLOCK OF CONCRETE, FLUSH WITH FINISHED GRADE. WALL CLEANOUTS: SHALL BE AS SCHEDULED ON THE DRAWINGS. INSTALL WALL CLEANOUTS AT POINTS AS NOTED ON THE DRAWINGS; AT THE FOOT OF EACH SOIL, WASTE OR INTERIOR DOWNSPOUT STACK; AT HORIZONTAL SOIL AND WASTE BRANCHES LONGER THAN FIVE FEET NOT SERVED BY A FLOOR CLEANOUT; CONSULT LOCAL CODES FOR I N STALLATI 0 N AT SPECIFIC FIXTURE TYPES. INSTALL WALL C LEAN 0 UTS ABOVE THE FLOOD RIM OF THE FIXTURE SERVED WITHIN TEN TO FORTY EIGHT INCHES OF THE FLOOR AND INSTALL EXTENSIONS FROM THE CLEANOUT TEE TO THE WALL TO LOCATE THE PLUG WITHIN 2" OF THE WALL WHERE REQUIRED. DO NOT INSTALL WALL CLEANOUT ON STONE OR FABRIC WALLS. IF CONFLICT OCCURS, CONSULT THE ARCHITECT. ROOF DRAINS: SHALL BE AS SCHEDULED ON THE DRAWINGS. PROVIDE WITH ROOF SUMP RECEIVER, EXTENSION, SECONDARY FLASHING CLAMPS AND UNDERDECK CLAMP AS REQUIRED; PROVIDE EXPANSION JOINTS WHERE REQUIRED. PROVIDE OVERFLOW ROOF DRAINS WHERE INDICATED ON THE DRAWINGS WITH INLET FLOW LINE 2" ABOVE THE PRIMARY ROOF DRAIN INLET. 15B 3-3 VALVES. STRAINERS, HOSE BIBBS, AND UNIONS PLUMBING SYSTEM VALVES SHALL BE OF THE BEST QUALITY, DESIGNED FOR 125 PSI STEAM WORKING PRESSURE. INSTALL VALVES ON THE HOT AND COLD WATER UNES AT THE WATER HEATER CONNECTIONS AND OTHER ITEMS OF EQUIPMENT, AT BRANCHES FROM MAINS SERVING GROUPS OF FIXTURES, AND AT OTHER PLACES INDICATED OR REQUIRED BY THE INSTALLATION TO ALLOW EASE OF FUTURE MAINTENANCE. BALL VALVES: WATTS SERIES FBVS-3—SS (phasing out model#) or FE3VS-3— C—SS (replacement model#). VALVES SHALL BE: 2—PIECE, BRASS BODY, FULL PORT WITH SOLDER ENDS, FULL PORT STAINLESS STEEL BALL BLOW—OUT PROOF STAINLESS STEEL STEM WITH 1/4 TURN STOP HANDLE. NO SUBSTITUTIONS. CHECK VALVES: CHECK VALVES SHALL BE CLASS '125. CHECK VALVES FOR INSTALLATION IN HORIZONTAL PIPE RUNS SHALL BE OF THE "SWING DISC" DESIGN. HORIZONTAL CHECK VALVES 2-1/2" AND SMALLER SHALL BE CRANE #137 OR NIBCO #T-413 WITH SCREWED BRONZE BODY AND BRONZE DISC. HORIZONTAL CHECK VALVES 3" AND LARGER SHALL BE CRANE #373 OR NIBCO F-918 IRON BODY FLANGED VALVE WITH BRASS TRIM. CHECK VALVES FOR INSTALLATION IN VERTICAL PIPE RUNS SHALL BE OF THE "VERTICAL LIFT" DESIGN. VERTICAL CHECK VALVES 2-1/2" AND SMALLER SHALL BE CRANE #29 OR NIBCO #T-480 WITH SCREWED BRONZE BODY AND BRONZE DISC. VERTICAL CHECK VALVES 3" AND LARGER SHALL BE CENTER GUIDED. GAS COCKS: 2" AND SMALLER SHALL BE WATTS SERIES FBV-3—SS (phasing out model#) or FBV-3—C—SS (replacement model#). VALVES SHALL BE: 2—PIECE, BRASS BODY, FULL PORT WITH THREADED ENDS, FULL PORT BRASS BALL, BLOW—OUT PROOF BRASS STEM WITH 1/4 TURN STOP HANDLE. 2-1/2" AND LARGER SHALL BE WATTS SERIES B-6000— YRPV. VALVES SHALL BE: 2—PIECE, BRASS BODY, REGULAR PORT WITH THREADED ENDS, REGULAR PORT BRASS BALL, BLOW—OUT PROOF BRASS STEM WITH 1/4 TURN STOP HANDLE. VALVES SHALL BE UL APPROVED FOR USE WITH NATURAL GAS WITH YELLOW PLASTIC INSULATOR HANDLE. NO SUBSTITUTIONS. FOOD SERVICE EQUIPMENT CONTRACTOR SHALL FURNISH MECHANICAL OR ELECTRICAL GAS SHUTOFF VALVE TO SHUTOFF FUEL OR POWER SOURCE TO COOKING EQUIPMENT UPON DETECTION OF FIRE. VALVE SHALL HAVE A CLEARLY MARKED OPEN/CLOSED INDICATOR. VALVE SHALL BE INSTALLED BY THE PLUMBING CONTRACTOR. THERMOSTATIC MIXING VALVES: THERMOSTATIC MIXING VALVES SHALL BE POWERS AS DESCRIBED ON THE DRAWINGS OR EQUAL BRADLEY, LEONARD, LAWLER, SYMMONS OR WATTS MEETING ASSE 1016 WITH BRASS BODY, NON—CORROSIVE INTERNAL PARTS, TAMPER RESISTANT TEMPERATURE ADJUSTMENT, UNION INLETS AND CHECK STOPS WITH STRAINERS. SET TEMPERATURE AT 100'F FOR HAND WASHING. STRAINERS: STRAINERS 2-1/2" AND SMALLER SHALL BE WATTS #745 WITH SCREWED IRON BODY, BRASS CAP AND MONEL 40 MESH SCREEN. STRAINERS 3" AND LARGER SHALL BE WATTS #77F—D WITH FLANGED IRON BODY, BOLTED IRON CAP AND STAINLESS STEEL SCREEN WITH 1/16" PERFORATIONS. STRAINERS SIZE 3" AND LARGER SHALL HAVE A 1" BLOW—OFF LINE WITH A 1" GATE VALVE CONNECTED TO THE BLOW— OFF CONNECTION AND SHALL BE EXTENDED TO THE NEAREST FLOOR DRAIN. EXPOSED INTERIOR HOSE BIBBS: CHICAGO #952 WITH CHROME PLATED BRASS BODY, 3/4" SCREWED INLET, 3/4" HOSE THREAD OUTLET, INTEGRAL VACUUM BREAKER, WHEEL HANDLE AND COMPOSITION DISC. WALL HYDRANTS: SMITH #5509—QT "NON—FREEZE" BOX TYPE WITH CAST BRONZE SATIN NICKEL PLATED FACE, WITH INTEGRAL VACUUM BREAKER, 3/4" HOSE CONNECTION, ADJUSTABLE WALL CLAMP, REMOVABLE KEY HANDLE OPERATOR; PROVIDE ACCESSIBLE STOP VALVE AND WATER HAMMER ARRESTOR INSIDE BUILDING. UNIONS: FERROUS UNIONS SHALL BE CRANE OR EQUAL COMBINATION IRON AND BRASS, GROUND JOINT WITH SCREWED ENDS. COPPER UNIONS SHALL BE STREAMLINE OR EQUAL, CAST BRONZE SWEAT TYPE WITH GROUND JOINT. FERROUS TO COPPER UNIONS SHALL BE UNIVERSAL CONTROLS OR EQUAL, DIELECTRIC TYPE WITH THREADED NYLON INSERT. FLOW CONTROL VALVES: FOR INSTALLATION IN HOT WATER RECIRCULATION LINES, SHALL BE BELL & GOSSETT #RF-1/2S "CIRCUIT SETTER" OR EQUAL BY ARMSTRONG OR NIBCO WITH BRONZE BODY, BRASS BALL, TFE SEAT RINGS, CALIBRATED ORIFICE, MEMORY STOP, READOUT VALVES WITH INTERNAL CHECK VALVES, DRAIN PORT AND SWEAT CONNECTIONS. PROVIDE BALL VALVE, STRAINER AND CHECK VALVE UPSTREAM AND UNION AND BALL VALVE DOWNSTREAM OF EACH FLOW CONTROL VALVE. SET THE FLOW CONTROL VALVES TO THE FLOWS AS INDICATED ON THE DRAWINGS. 15B 3-4 WATER SERVICE ENTRANCE: PRESSURE REDUCING VALVE AND BACKFLOW PREVENTER PROVIDE A BACKFLOW PREVENTER (BFP) OF TYPE REQUIRED BY LOCAL CODE, AND A PRESSURE REDUCING VALVE (PRV) IF REQUIRED BY EXCESSIVE WATER PRESSURE, ON THE DOMESTIC WATER SERVICE IMMEDIATELY DOWNSTREAM FROM THE POINT OF WATER SERVICE ENTRY. REDUCE PRESSURE ZONE ASSEMBLY (RPZ) SHALL BE AS SPECIFIED ON THE DRAWINGS, WATTS OR EQUIVALENT BY FEBCO, CONBRACO, OR WILKINS. FOR 2" AND SMALLER PROVIDE BRONZE BODY WITH STAINLESS STEEL TRIM, BRONZE BALL VALVE SHUT—OFFS ON INLET AND OUTLET, AND BRONZE STRAINER WITH STAINLESS STEEL SCREEN AND CLEANOUT. UNIT SHALL BE RATED FOR 175 PSI WORKING PRESSURE. PROVIDE AIR GAP FITTING ON INTERMEDIATE VENT AND PIPE IT TO DISCHARGE OVER NEARBY FLOOR DRAIN. PROVIDE A PRESSURE REDUCING VALVE (PRV) ONLY WHEN STATIC DOMESTIC WATER PRESSURE DOWNSTREAM OF THE BFP EXCEEDS 80 PSI. P RV SHALL BE AS SPECIFIED ON THE DRAWINGS, WATTS OR EQUIVALENT CASH—ACME OR WILKINS. FOR 2" AND SMALLER PROVIDE WITH BRONZE BODY WITH STAINLESS STEEL TRIM, DIRECT ACTING, SPRING LOADED DIAPHRAGM TYPE, SUITABLE FOR 300 PSI INLET PRESSURE. OUTLET PRESSURE SHALL BE 55 PSI. 15B 3-5 SYSTEM ACCESSORIES THERMOMETERS SHALL BE AMERICAN 3" BI—METAL DIAL TYPE WITH SEPARABLE SOCKET, AND SHALL BE INSTALLED WHERE INDICATED OR REQUIRED. PRESSURE GAUGES SHALL BE ASHCROFT 3" DIAL TYPE WITH SHUT—OFF COCK, AND SHALL BE INSTALLED WHERE INDICATED OR REQUIRED. TRAP PRIMERS SHALL BE AS SPECIFIED ON THE DRAWINGS, PRECISION PLUMBING PRODUCTS "PRIME RITE" OR EQUAL BY SIOUX CHIEF WITH BRASS BODY AND INTEGRAL VACUUM BREAKER. PROVIDE DISTRIBUTION BOX WHERE MORE THAN ONE TRAP IS INDICATED TO BE PRIMED ON THE DRAWINGS. PROVIDE ACCESS PANEL WHERE REQUIRED. 15B4 PLUMBING FIXTURES AND EQUIPMENT 15B 4-1 PLUMBING FIXTURES FURNISH AND INSTALL COMMERCIAL GRADE PLUMBING FIXTURES, SEE THE DRAWINGS FOR QUANTITIES AND DESCRIPTIONS. PROVIDE CHINA FIXTURES AS SCHEDULED ON THE DRAWINGS. PROVIDE FIXTURES OF SAME MANUFACTURER WHERE POSSIBLE. FIXTURES SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN SHALL BE FURNISHED AND INSTALLED, SET FIRM AND TRUE, CONNECTED TO REQUIRED PIPING SERVICES, THOROUGHLY CLEANED, LEFT CLEAN AND READY FOR USE. EXPOSED FITTINGS AND PIPING AT THE FIXTURES SHALL BE CHROME—PLATED, AND WATER SUPPLY PIPING SHALL BE VALVED AT EACH FIXTURE. VITREOUS CHINA FIXTURES SHALL BE OF THE BEST GRADE VITREOUS WARE, WITHOUT PIT HOLES OR BLEMISHES, AND THE OUTLINES SHALL BE GENERALLY TRUE. THE ENGINEER RESERVES THE RIGHT TO REJECT ANY PIECES WHICH, IN HIS OPINION, ARE FAULTY. FIXTURES SET AGAINST WALLS SHALL HAVE GROUND BACKS AND SHALL BE CAULKED WITH SILICONE SEALANT OF A MATCHING COLOR. 15B 4-2 PLUMBING FIXTURE TRIM FAUCETS AND TRIM IN CONTACT WITH DRINKING WATER SHALL MEET OR EXCEED THE SAFE WATER DRINKING ACT (SWDA) LEAD—FREE STANDARDS OF ANSI/NSF STANDARD 61, SECTION 9. FIXTURE TRIM SHALL HAVE THE MANUFACTURER'S NAME STAMPED CLEARLY AND VISIBLY ON EACH ITEM. PROVIDE SINGLE LEVER HANDLE FAUCETS AS SCHEDULED ON THE DRAWINGS. FIXTURE P—TRAPS SHALL BE 17 GAUGE BRASS BODY WITH CLEAN OUT, 17 GAUGE SEAMLESS TUBULAR WALL BEND WITH CAST BRASS SLIP NUT, SHALLOW STEEL FLANGE, ALL CHROME PLATED: BY MCGUIRE, BRASS CRAFT, DEARBORN BRASS, EBC, PROFLO OR ZURN. LAVATORY, SINK AND WATER CLOSET SUPPLIES SHALL BE WATTS BALL VALVES: WATTS SERIES FBVS-3—SS (SOLDER). VALVES SHALL BE TWO PIECE, FULL PORT, BRONZE BODY, 316 STAINLESS STEEL STEM AND BALL, WITH SOLDER ENDS, BLOW—OUT PROOF STEM, 600 PSI WOG/150 PSI WSP (1/4" — 2"). PROVIDE 1/4 TURN STOP HANDLE PLASTIC INSULATOR. LAVATORY DRAINS SHALL BE GRID TYPE CHROME PLATED 17 GAUGE BRASS OPEN GRID WITH 1-1/4" X 6" LONG SEAMLESS BRASS TAILPIECE AND BRASS LOCKNUT WITH HEAVY RUBBER BASIN WASHER AND FIBER FRICTION WASHER, BY MCGUIRE, DEARBORN BRASS, EBC, PROFLO OR ZURN. SINK DRAINS SHALL BE BASKET TYPE WITH CHROME PLATED FORGED BRASS BASKET STRAINER AND STRAINER BODY WITH 1-1/2" X 4" LONG SEAMLESS BRASS TAILPIECE AND CAST BRASS LOCK AND COUPLING NUTS BY MCGUIRE, DEARBORN BRASS, EBC, PROFLO OR ZURN. PROVIDE HANDICAP INSULATION KITS FOR LAVATORIES AND SINKS ON EXPOSED WATER AND WASTE PIPES AND FITTINGS, INCLUDING OFFSET DRAIN AND CONTINUOUS WASTE COVERS WHERE REQUIRED: BY BROCAR, MCGUIRE, PLUMBEREX "PRO-2000", TRAP—WRAP OR TRU—BRO. PROVIDE FLUSH VALVES AS SPECIFIED ON DRAWINGS: CHROME PLATED BRASS BODY, CHLORAMINE RESISTANT DIAPHRAGM WITH PROTECTED ORIFICE, SCREW DRIVER ANGLE STOP, NON—HOLD OPEN FEATURE AND SWEAT ADAPTER KIT. PROVIDE ADA HANDLES ON ADA COMPLIANT FIXTURES. PROVIDE SOLID PIPE RING SUPPORTS FOR URINAL FLUSH TUBES ANCHORED SECURELY TO WALL WHERE INDICATED ON THE DRAWINGS. PROVIDE LOW CONSUMPTION TYPE VALVES WITH 1.6 GALLONS PER FLUSH FOR WATER CLOSETS AND 1.0 GALLONS PER FLUSH FOR URINALS. 15B 4-3 WATER HEATER WATER HEATER SHALL BE AS SCHEDULED ON THE DRAWINGS. UNIT SHALL BE GAS—FIRED VERTICAL TUBE TANK TYPE COMPLETE WITH GLASS—LINED TANK, STEEL JACKET, FIBERGLASS INSULATION, MAGNESIUM ANODE, INTEGRAL THERMOSTATS AND CONTROLS, AND TEMPERATURE & PRESSURE RELIEF VALVE. WATER HEATER SHALL BE AGA APPROVED AND MEET ASHRAE 90.18 STANDARDS FOR THERMAL EFFICIENCY AND STANDBY HEAT LOSS. GAS WATER HEATERS SHALL HAVE 100% PILOT SAFETY SHUT—OFF AND DRAFT DIVERTER. RELIEF VALVE: WATER HEATER RELIEF VALVE SHALL BE OF THE TEST LEVER TYPE, WITH AUTOMATIC RESET, COMBINATION TEMPERATURE AND PRESSURE RELIEF, APPROVED AND STAMPED BY THE AMERICAN GAS ASSOCIATION. IT SHALL BE INSTALLED DIRECTLY ON THE HEATER TANK, OR IN THE HOT WATER OUTLET, NOT MORE THAN 3" FROM THE TANK. THE TEMPERATURE SHALL BE NORMALLY SET TO REUEVE AT 210'F AND THE PRESSURE RELIEF SHALL BE AT 125 PSI. THE RELIEF VALVE DISCHARGE LINE SHALL BE PIPED DOWN AND TERMINATE 6" ABOVE A FLOOR DRAIN. VACUUM RELIEF VALVE: WAITS #N36 OR WILKINS #VR-10 WITH BRONZE BODY AND SILICON DISC. VALVE SHALL OPEN AT 0.5"HG VACUUM AND BE RATED FOR 200 PSIG WORKING PRESSURE AND 250T TEMPERATURE. INSTALL IN COLD WATER SUPPLY TO EACH WATER HEATER DOWNSTREAM OF THE SHUTOFF AND CHECK VALVES. RECIRCULATION PUMP: SHALL BE BY AS SCHEDULED ON THE DRAWINGS — ALL BRONZE CONSTRUCTION WITH AQUASTAT AND / OR TIMER. EXPANSION TANK: EXPANSION TANK SHALL BE AS SCHEDULED ON THE DRAWINGS. UNIT SHALL BE CONSTRUCTED OF WELDED CARBON STEEL LABELED FOR 150 PSIG WORKING PRESSURE, WITH A FDA APPROVED BUTYL RUBBER DIAPHRAGM, TAPS FOR PRESSURE GAGE, AIR CHARGING FITTING, AND DRAIN FITTING. SUPPORT AS DETAILED ON THE DRAWINGS. CHARGE TANK WITH TO A PRESSURE EQUAL TO THE STATIC WATER PRESSURE. END OF SECTION 15B # CODE COMPLIANCE APPROVED JUN 1 5 2007 city B 'WING DM ION II RECEIVED CITY OF MAY 0 3 2007 PERMITGENTER M HENDERSON ENGINEERS MY INCORPORATED 83251_ ExA DRIVE, SUITE 400 LENEXA, KANSAS 66214-1695 PH 913.307.5300 FX 913.307.5400 WWW.HEND ERS ON EN 0 INEER5.001•4 CI 50 0 01 81 4 architecture + interiors SCHEER TANAKA DENNEHY RILEY ARCHITECTS 3190—K Airport Loop Drive Costa Mesa, California 92626 (714) 444-1960 (714) 444-3160 Fax design@stdr.net Job No. 06298 Scale NO SCALE 0_ 0 Lu 0 FIELD VERIFICATION Contractor shall verify all figured dimensions and conditions at the job site and notify STDR Architects, Inc. of my dimensional errors, omissions or discrepancies before beginning or fabricatiig any work. Do not scale these drawings. COPYRIGHT These drawings are the property and copyright of Scheer Tanaka Dennehy Riley Architects, Inc. and shall not be used on any other work except by agreement with Scheer Tanaka Dennehy Riley Architects, Inc.. 0 STOR ARCHITECTS, INC. 1 2 2-20-07 5-01-07 HEALTH SUBkIETTAL AGENCY SUBMITTAL REVISIONS Drawing Title PLUMBING SPECIFICATIONS Drawn EC Date Sheet No. P6.0 I 1,