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Permit PG08-026 - WESTFIELD SOUTHCENTER MALL - BJ'S RESTAURANT
BJ'S RESTAURANT AND BREWERY 1159 SOUTHCENTER MALL PGO8-026 Parcel No.: 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 PLUMBING /GAS PIPING PERMIT 6364200010 1159 SOUTHCENTER MALL TUKW Permit Number: Issue Date: Permit Expires On: PG08 -026 03/10/2008 11/02/2008 Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: BJ'S RESTAURANT AND BREWERY 1159 SOUTHCENTER MALL , TUKWILA WA WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA JARED TAYLOR Address: 1342 BELL AVE SUITE 3K , TUSTIN CA Contractor: Name: ROMEK INC Address: PO BOX 1659 , EDMONDS WA Contractor License No: ROMEKI* 175NN Phone: Phone: 714- 258 -1808 Phone: 206 367 -5010 Expiration Date: 07/18/2009 DESCRIPTION OF WORK: PLUMBING & GAS PIPING FOR RESTAURANT TENANT IMPROVEMENT FOR NEW MALL SPACE Revision #1 AFTER PERMIT ISSUED COVERS IN- GROUND STORM DRAINAGE CONNECTION AND REQUIRES A SEPARATE TYPE C PUBLIC WORKS PERMIT. Value of Plumbing /Gas Piping: Fees Collected: $65,000.00 $1,473.63 Plumbing Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor 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 Uniform Plumbing Code Edition: 2006 International Fuel Gas Code Edition: 2006 FIXTURE TYPE AND OUANTITY Plumbing (cont.) 0 Building sewer and each trailer park sewer 0 0 Rain water system - per drain (inside bldg) 0 0 Water heater and/or vent 5 0 Industrial waste treatment interceptor, including 0 its trap and vent, except for kitchen type 0 grease interceptors 0 0 Repair or alteration of water piping and/or water 25 treatment equipment 0 0 Repair or alteration of drainage or vent piping 0 5 Medical gas piping system serving (1 -5) 0 inlets /outlets for a specific gas 0 16 Medical gas piping (6 +) inlets /outlets 0 15 Gas Piping 0 Gas piping outlets (0 -5) 5 7 Gas piping outlets (6 +) 13 * *continued on next page ** doc: UPC -10/06 PG08 -026 Printed: 06-03 -2008 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: PGO8 -026 Issue Date: 03/10/2008 Permit Expires On: 11/02/2008 Permit Center Authorized Signature. I hereby certify that I have read and governing this work will be complie Date: Ct P 1/ ed this permit and know the same to be true and correct. All provisions of law and ordinances 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 t • e performance - f work. I am authorized to sign and obtain this plumbing /gas piping permit. Signature: Print Name: / 1 owl- //PC vC.A7- Date: 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. doc: UPC -10/06 PG08 -026 Printed: 06 -03 -2008 Parcel No.: Address: Suite No: Cityikf 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 PLUMBING /GAS PIPING PERMIT 6364200010 1159 SOUTHCENTER MALL TUKW Permit Number: Issue Date: Permit Expires On: PG08 -026 03/10/2008 09/06/2008 Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: BJ'S RESTAURANT AND BREWERY 1159 SOUTHCENTER MALL , TUKWILA WA WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD ; LOS ANGELES CA JARED TAYLOR 1342 BELL AVE SUITE 3K , TUSTIN CA Contractor: Name: ROMEK INC Address: PO BOX 1659 , EDMONDS WA Contractor License No: ROMEKI *175NN Phone: Phone: 714- 258 -1808 Phone: 206 367 -5010 Expiration Date: 07/18/2009 DESCRIPTION OF WORK: PLUMBING & GAS PIPING FOR RESTAURANT TENANT IMPROVEMENT FOR NEW MALL SPACE Value of Plumbing /Gas Piping: Fees Collected: $65,000.00 $1,413.63 Plumbing Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor 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 Uniform Plumbing Code Edition: 2006 International Fuel Gas Code Edition: 2006 FIXTURE TYPE AND QUANTITY Plumbing (cont.) 0 Building sewer and each trailer park sewer 0 0 Rain water system - per dram (inside bldg) 0 0 Water heater and /or vent 5 0 Industrial waste treatment interceptor, including 0 its trap and vent, except for kitchen type 0 grease interceptors 0 0 Repair or alteration of water piping and/or water 25 treatment equipment 0 0 Repair or alteration of drainage or vent piping 0 5 Medical gas piping system serving (1 -5) 0 inlets /outlets for a specific gas 0 16 Medical gas piping (6 +) inlets /outlets 0 15 Gas Piping 0 Gas piping outlets (0 -5) 5 7 Gas piping outlets (6 +) 13 * *continued on next page ** doc: UPC -10/06 PG08 -026 Printed: 03 -10 -2008 City otTukwila 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: PG08 -026 Issue Date: 03/10/2008 Permit Expires On: 09/06/2008 Permit Center Authorized Signature: AAN034t_e Date: V A Er 2 J l%b I hereby certify that I have read and ex miied this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied h, 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 the performance of work. I am authorized to sign and obtain this plumbing /gas piping permit. Date: 3 —mod "d Signature: Print Name: ��i %G l:eee 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. doc: UPC -10/06 PG08 =026 Printed: 03 -10 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: 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 CONDITIONS 1159 SOUTHCENTER MALL TUKW BJ'S RESTAURANT AND BREWERY Permit Number: Status: Applied Date: Issue Date: PG08 -026 ISSUED 01/29/2008 03/10/2008 1: ** *PLUMBING AND GAS PIPING * ** 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. 13: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 14: APPLICANT SHALL APPLY FOR A SEPARATE PUBLIC WORKS TYPE C PERMIT FOR OUTSIDE THE BUILDING IN- GROUND STORM DRAINAGE CONNECTION; REFER TO ATTACHED MAY 14, 2008 PUBLIC WORKS COMMENT L)_ 1TER. doc: Cond -10/06 PGO8 -026 Printed: 06-03 -2008 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. Signature: Print Name: Date: doc: Cond -10/06 PG08 -026 Printed: 06-03 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: • 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 CONDITIONS 1159 SOUTHCENTER MALL TUKW BJ'S RESTAURANT AND BREWERY Permit Number: Status: Applied Date: Issue Date: PG08 -026 ISSUED 01/29/2008 03/10/2008 1: ** *PLUMBING AND GAS PIPING * ** 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. * *continued on next page ** doc: Cond -10/06 PGO8 -026 Printed: 03 -10 -2008 • 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 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 construction or the performance of work. Signature: Print Name: ".9XL:Z.ee,/7./t/ y Date:3' 6 a ordinances governing or local laws regulating doc: Cond =10/06 PG08 -026 Printed: 03 -10 -2008 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. I -- �( Mechanical Permit No. V(J e -02- Plumbing/Gas Permit No. •?GO Public Works Permit No. Project No. Po?)- 023 (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 ** SITE LOCATION II D King Co Assessor's Tax No.: P I '9 — Y)1 0 Site Address: 633- S r r-rrel2 r •4'9 -1=W4 1 Suite Number: 3O t7 Floor: 1 Tenant Name: x\ .$ 1- d PT Ri-'O Z W23R-1' Property Owners Name: E.STPT �D C. Mailing Address: M\ , New Tenant: Yes ❑ ..No Los A-n,c- a EC CA State 9oo2S- 17'-t1 Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: c-A( TyR (t,avi Mailing Address: 13y0.... �tu_ F1w'EN.Arf E -Mail Address: TA-V-6) R VA CkAE(L W`P'MeNiC- CP NA Day Telephone: 1t-i '2.58 - I f05 CA 92780 City State Zip Fax Number: 71L1 -2-ST -2_401 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: 13:b LA Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: i 424D WEST i�OL ��GflZ2p 1r r Sari DAt Fi %5( 7S-2-4-1 Zip fertft. �• S Contact Person: _ C'- -Att E -Mail Address: Va-A -N. C 4 RNLE(4,_ City State Day Telephone: Z I c-1— Sg3 - $230 Fax Number: 21(4 - GU- 061$ ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: CAV.:TES Q:noa��C Mailing Address: MD WES- Hocx =niG,g dt4) Contact Person: 1VZN) SAIJC..7-1312X") Lgwe, D4-Luis TX 7Q- City State E -Mail Address: "./.1-N• S►�IP 13i2I.4N C -a. CON( o:Wpplicetionswonns- Applications On Lin-no -2006 - Pemut Application.doe Revised: 9 -2006 bh Zip Day Telephone: 2 I LI -g2.0- g t o3 Fax Number: Zf t-f " Q, c-g- 06 f Page 1 of 6 UMBIN6 — 2014610 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: city Contact Person: Day Telephone: E-Mail Address: - Fax Number. Contractor Registration Number: Expiration Date: Sate Valuation of Plumbing work (contractor's bid price): $ atCf, Valuation of Gas Piping work (contractor's bid price): $ 15mo Scope of Work (please provide detailed information): 1 HE � N)JJT f I A) (S ({ Q[) T W l LL KA U/ 4 i irk ' Tt4£ UtAjDuCEVS I1 L LL D ST /-4 U/1LG 8(7:EA,DF ?) MFL` 14AAJ ICAL Pio PIP? ranpAt? 1T "cub KIT Gtf AA) t011 » W(. &W EI: 14r �s sij4Ow u Pr.3 Building Use (per Int'l Building Code): 42 Occupancy (per Int'l Building Code): Zetf, Utility Purveyor. Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty - swam TYPE Drinking ibtmtain or water cooler (per head) Qly - ITIzture Typo' Wash formtain Qty - Fixture Type: "Gas piping outlets 7 Bathtub or combination bath/sho er B idet _ Food-waste grinder. commercial - Receptor. indirect waste ►b Clothes washer, domestic - Floor drain Sinks 1S Dental unit, cuspidor - Shower, single head trap - Urinals Z Dishwasher, en - Lavatory 5 Water Closet 7 Building sewer or trailer Park sewer Rain water system - per drain (inside building) Water heater vent Additional medical gas inlets/outlets - six or more Irststrial waste pmt interceptor, including its trap and vets, eacept fax kitchen type grease " Repair or alteration of water piping and/or water treating equipment - Repair or alteration of drainage or vent Piping r, Medical gas piping system serving one to five inlets/outlets for specific gas - oeuea13.mss. Paz* eea Reebok bb Page 5 of 6 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 OWI OR AU HORIZF,D AGENT: Signature: Print Name: 74-vt el> Mailing Address: a'42.. la I w e� CDTf ?Ic Day Telephone: City Date: i! ZS16,;5 -14y -2-SS- I Q$ State Zip Date Application Accepted: k -29 -cog Date Application Expires: *7-aq -off Staff Initials: 4. Q:\Applications-Fortns= Applications On line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 6 of 6 Parcel No.: Address: Suite No: Applicant: 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 6364200010 1159 SOUTHCENTER MALL TUKW BJ'S RESTAURANT AND BREWERY RECEIPT Permit Number: Status: Applied Date: Issue Date: PG08 -026 ISSUED 01/29/2008 03/10/2008 Receipt No.: R08 -01926 Initials: JEM User ID: 1165 Payment Amount: Payment Date: Balance: $60.00 06/03/2008 03:05 PM $0.00 Payee: RON HOOVER TRANSACTION LIST: Type Method Descriptio Amount Payment Cash 60.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLUMBING - NONRES 000.322.103.00.0 60.00 Total: $60.00 3198 06/03 9711 TOTAL 60.00 doc: Receipt-06 Printed: 06 -03 -2008 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.• //w w. ci. tukwila. wa. us SET RECEIPT RECEIPT NO: R08 -00673 Initials: WER User ID: 1655 Payee: SHAWMUT DESIGN AND CONSTRUCTION Payment Date: 03/10/2008 Total Payment: 2,559.45 SET ID: 0310 SET NAME: BJ SET TRANSACTIONS: Set Member Amount M08 -021 1,056.55 ►PWIu;0,2;61) 1,502.90 TOTAL: 2,559.45 TRANSACTION LIST: Type Method Description Amount Payment Check 223735 2,559.45 TOTAL: 2,559.45 ACCOUNT ITEM LIST: Description Account Code Current Pmts GAS - NONRES MECHANICAL - NONRES PLAN CHECK - NONRES PLUMBING - NONRES 000.322.103.00.0 186.90 000/322.100 696.55 000/345.830 720.00 000.322.103.00.0 956.00 TOTAL: 2,559.45 nvir, '- TOTAL .-; .:7) 4S Doc: REC:SETS -AR • 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 RECEIPT Parcel No.: 6364200010 Permit Number: PG08 -026 Address: 1159 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 01/29/2008 Applicant: BJS RESTAURANT AND BREWERY Issue Date: Receipt No.: R08 -00245 Payment Amount: $270.73 Initials: WER Payment Date: 01/29/2008 11:23 AM User ID: 1655 Balance: $1,142.90 Payee: FRANCHER DEVELOPMENT SERVICES TRANSACTION LIST: Type Method Description Amount Payment Check 2841 270.73 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000/345.830 270.73 Total: $270.73 7775 01/29 9710 TOTAL 767.E37 doc: Receiot -06 Printed: 01 -29 -2008 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PG& - 2 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: 1 464... T pe of Insru-ction: Address: 1 ) SG ill <. Date Called: Special Instructions: Date Wanted: ---7-- 7- oU 1. �. Requester: Phone / y am+ J V - 4'1 l /3( KApproved per applicable codes. Corrections required prior to approval. COMMENTS: C_m('Irrpf 4-IC,IA e Jb4 / T9 F, 'dO 614 1 e C"-pc Date: /7 /Q lr El $60.0EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 1 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: 7 INSPECTION RECORD . Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION lea 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 /9610- 024P Project: / Type of Inspection: Address: /LSI ,�J� / ioi Date Called: Special Instructions: Date Wanted: 7 3/ a.m. Requester: Phone No: 17 0 VFW W ZApproved per applicable codes. Corrections required prior to approval. rr. COMMENTS: C6try O(4 c.4 etIcO/etf.:c 1:-//1. / c e,i4d/,0 Inspector: (Date :7 /, 42 ......... ❑ $60. SPECTION FEE REQUIRED. Prior to inspection, fee must be pai 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. P4ff -4,26 CITY OF TUKWILA BUILDING DIVISION ! 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: �1 gJ 5 1 -7-4s 71a// / L/A.C.IS S. a// Type of Inspection: Amow' 44.-5 Address: iisq /1490L.- 1/ Date Called: Special Instructions: Date Wanted: `` 7 //QSe' a.m. Requester: Phone No: 2-o6 q30 «9f'/ 11 Approved per applicable codes. OCorrections required prior to approval. COMMENTS: 1 -7-4s 71a// / L/A.C.IS S. a// 4tdf5 e*4 4 r -/ e- a 4.42 Al ,4, 5a Z, ?a.; i.4 j/ y J �I e Date :7/3,431 $60.60 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Y Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO N 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3� Project: 1315 rGAgeme1 -- Type of Inspection: r ..' ( ?frnigij /(4 Address: t i 5-1 MA /I Date Called: / ` ! t',1cis S &.'o "S. �ii1e0.),- IA 2f- (ar, D /l/t `I. J� '_91r,,,O, S 12,,, N,iVG oaf i,smt. d Special Instructions: Date Wanted: Requester: Phone No: 2 2 1 7 2 0 '11 V ElApproved per applicable codes. © Corrections required prior to approval. COMMENTS: / 1 lirfe,s.€ (Ale/ 1-4,vl yT l...d ›,% -,I'J Tv Jto° 120 °F ro ;fkf- C /cr'frh,vt N9„ O�. / ` ! t',1cis S &.'o "S. �ii1e0.),- IA 2f- (ar, D /l/t `I. J� '_91r,,,O, S 12,,, N,iVG oaf i,smt. d 6'4 I , -I-N f Ii€/ 4 t1//i/, ,.„..f alf( 1OhAI Inspector: Date: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTJON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 Asigt2. Project, I, � f� / Typg - f^In, 5tion) Add�ress� —�. /27 /9-1/ Date Called: »f ur, 7Leg il. D. to Special Instructions: Date Wanted: m. ��_y�-��,- Requester: LAs /iA / P - n T Ali /,,„ " r P ,e,0o, e fr' Phone No o.4.3 to r` / Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,) j/1 »f ur, 7Leg il. D. to (oo 1 f AA�� rV It Q. ; LAs /iA / P - n T Ali /,,„ " r P ,e,0o, e fr' 7f-n 1� ee4-71 h e 6/' Inspector: Date: 6/4/ $58. NSPECTION FEE REQUIRED. Prior o inspection. fee must be paid,,at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: A 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 r'6a� -ozl Projecti3 .t Type o � pe on: / Address: // 55 /il441/ Date Called: Special Instructions: Date Wantteed: Cpl.' Requester: Phone No: proved per applicable codes. LJ Corrections required prior to approval. /G COMMENTS: (4,4 4 r IS,�1C (?-4•4•1 — A) o: „frau, / 7' , Y' 8.00 REINSPECTION EE REQUIRED. Prior o inspection, fee must be id at 6300 Southcen r Blvd.. Suite 100. Call the schedule reinspection. Date: d, G -d Re eipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit /2Gdv .12 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 06)43 1 -3670 Project- 46 Z Q t -5 ',I/24t leti Type o Inspectio,� 1,1,4 - /)v '4 Address: //5 %64 f% Date Called: Special Instructions: .. Date Wanted: 5- -5_ocoo Requester: Phone No C- 932 4/296 I I Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,J4 iCJF 4 t _C/7E‘ 'e,r- ;14)41171/0-V ,/ nspecto Data. $58.! 1 REINSPECTION FEE REQUIR . Prior o inspection. fee must be p•' at 6300 Southcenter B d.. Suite 100. Call the schedule reinspection. eipt No.: Date: L,n....... . h INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit P6 68 PERMIT NO. (2 06)43 1 -3670 Project: i2 i- 5 Rc. (ryA1 r*J Type of Inspection: R eh tc, A - !^ ki tl- S Address: I )S c1 ni4 i ( Date Called: Special Instructions: Date Wanted: a.m. LJ— z3-oc° Vim.. Requester: Phone No: 206, -cr3v-L 7i1.4,, ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: /\ '^ it.D j < t-rC J A c_L S -- 6Z cTt .cc i, - / A / PIS 4-13p,fek/e, nspecto Date: ~'.•, ✓ L/ - 2 3 - o', �$ REINSPECTION FEE IEQUIRED. rior o inspection, fee must be ?id at 6300 Southcenter Bhid., Suite O. Call the schedule reinspection. Receipt No.: Date: 5 INSPECTION RECORD PG6 Q -624, I') copy Retain a co with permit (�° INSPEC ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project '6 R0 64y J Ty pt of Inspections RCINt�� -- Iw 61�J1/ Address: 1151 P1/14k 1 Date Called: Special Instru Lions: Date Wapted:Z� LI' a.m. Requester: Phone No: 2OG- 30— L)"7c16, ❑ Approved per applicable codes. fa- DCorrections required prior to approval. ' COMMENTS: a y� r � bKh. i Natci k - ice n ' • ect Dat $58 '+ + REINSPECTION FEE REIUIRED. rior o inspection. fee must be pai. at 6300 Southcenter Blv .. Suite 100. Call the schedule reinspection. Receipt No.: Date: INSPECTIOTiNO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: a e S i r a t,,,, -� Type f Inspection: i., Q7 h -, J 1 -11. nil 6 Address: 1 1 `SC1 Yti'141 t Date Called: • Special Instructions: Date Wanted: a.m. Requester: Phone Ng: 0 Approved per applicable codes. b ❑ Corrections required prior to approval. COMMENTS: c, A 0 CoPi'p2 W/1+` �L --Q.Ar " —/k -4p I In a r: Da • 0', 5:.00 REINSPECTION F E REQUI • ° D. Prior to inspection. fee must be id at 6300 Southcenter Blvd.. Sul e 100. Call the schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PG-a -o2 6 PERMIT NO. (206)431 -3670 Project: [ L375 IQ ISTCL %tis+1L r Type of Inspection: raj YAG 4,.„. 11.-.,1,iA� Address: � I 5-ti 5vc. ••-7kry %I•+/ / Date Called: Special Instructions: Date Wanted: Lt_22et'S a.m. p.m. Requester: Phone No: 22 930 41746 Approved per applicable codes. M Corrections required prior to approval. COMMENTS: 1\12f ie.,r(), Date: ry -22��� $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: h INSPECTION NO. INSPECTION RECORD 'Retain a copy with permit PERMIT NO. CITY OF TUKWILA [WILDING DIVISION CZ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro ec T pe of I s ection� 4/G14-- Address: /./j 541)///A ''0 Date Called: Special Instructions: Date / � /� Re ues e Phone No: 'Approved per applicable codes. Corrections required prior to approval. COMMENTS: 7/Aw1,-","-ePoti(1— #evy 0 $5:. i 0 ° EINSPECTION FEE REQUIRED Prior o inspection, fee m st be p.' .t 6300 Southcenter Blvd.. Suit ',M. Call the schedule reinspection. Receipt No.: Date: 0 0 DATE: PROJECT: PERMIT NO: PLAN REVIEWER: PUBLIC WORKS DEPARTMENT COMMENTS May 13, 2008 BJ'S Restaurant & Brewery 1159 Southcenter Mall PG08 -026 (Rev. #1 After Permit Issued) Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. Revision # 1 after permit issued, received by the Permit Center on May 07, 2008, covers an in- ground storm drainage work outside the building, which triggers a separate Type C Public Works permit. Permit application and PW Bulletins A -1 and A -2 are attached. Please submit attached permit application, four (4) copies of site plans (11" x 17" min size) showing proposed in- ground storm drainage with a location map, so area of work can be easily located by City Public works inspector in the field. Plans must be prepared, signed and stamped by a WA State licensed professional engineer. For a Type C permit, Public Works collects a base application and plan review fee ($250 plus 2.5% of construction cost when the permit application is submitted. An additional 2.5% of construction cost will be assessed at the time of permit issuance. P: Joanna/Comments PG08 -026 • JE JACOBS Carter Burgess These drawings /documents are ibeing submitted by Carter & Burgess Inc. Carter & Burgess. Inc. is a wholly owned "sub "sidiary Of Jacobs Engineering Croup Int and hereinaffer'referred to as Jae6158 Carter Burges. February 22, 2008 Mr. Dave Larson, Sr. Plans Examiner Tukwila Building Division 6300 Southcenter Blvd., #100 Tukwila, WA 98 188 Phone: 206-431-3678 Re: BJ's Restaurant and Brewery 1159 Southcenter Mall Plumbing Plan Check# PG08 =026 Dear Mr. Larson: This letter is the written response to comments dated February 7, 2008. Below are responses per your requirements and comments, please reference Delta 2 on the applicableldrawings. RE: Permit #PG08 -026 (Plumbing) 1 Please provide the 'method of sizing the proposed gas piping system. Calculations or prescriptive sizing from a table will need to be done per the 2006 International Fuel Gas Code. Also, you show two 3 pinch branch circuits but did not give a size for the main feed from the meter. (Please add this' t8 the plans. Response: IPlease'refer to 'sheets P1.3, P2.1 and P3.0 for revised natural gas piping'sizing and notes. The utility supply pressure sized,per the 2006 IFGC Table 402.4(3) for 1 PSI pressure drop, and the distribution piping after the'Tenant'installed reguiatoris sized per the 2006 IFGC Table 402.4(2) for10.5" WC pressure drop 2. The ,grease interceptor shown on the plans does not show a vent. If this scope is not included under this application, please note on plans that'grease interceptor provided bylothers or address the lack of venting. Response :1Please refer to sheet P1.1, keyed note #4 for stated reference that the Grease Interceptor shall be furnished And 'installed by the developer under a separate permit. 3. The drain for the dishwasher shall not run through the grease interceptor unless approved to do so by Tukwila Public Works Dept. Contact Mike Cusick for clarification if needed. Other floor drains etc. not used to drain the dishwasher but are in the same area should run to the grease interceptor. Response: Please refer to sheets P1.1 and P2.0 for revised ani s tary) greasy waste piping: The floor sink receiving discharge from the dishwasher is routed to'sanitary piping in lieu of greasy waste as requested. Please feel free to contact me With any questions,or comments at your earliest convenience. You can reach me directly at 214:920 :8100. Juan Broussard Project Manager Jacobs Carter' Burgess February 7, 2008 • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Jared Taylor 1342 Bell Avenue, Suite 3K Tustin, CA 92780 RE: CORRECTION LETTER #1 Plumbing /Gas Piping Application Number PG08 -026 BJ's Restaurant and Brewery —1159 Southcenter Mall Dear Mr. Taylor, This letter is to inform you of corrections that must be addressed before your plumbing permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Building Department has no comments. Building Department: Dave Larson, at 206 431 -3678 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other. documentation. The City requires that two (2) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenzer service. If you have any questions, please contact rne'at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator encl xct File No. PG08 -026 P:APermit Center \Collection Letters \2008\PG08 -026 Correction Ltr #t.DOC wer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Building Division Review Memo a Tukwila Building Division Dave Larson, Senior Plan Examiner Date: February 5, 2008 Project Name: BJ's Plumbing Permit #: PG08 -026 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide the method of sizing the proposed gas piping system. Calculations or prescriptive sizing from a table will need to be done per the 2006 International Fuel Gas Code. Also, you show two 3 inch branch circuits but did not give a size for the main feed from the meter. Please add this to the plans. 2. The grease interceptor shown on the plans does not show a vent. If this scope is not included under this application, please note on plans that grease interceptor is provided by others or address the lack of venting. 3. The drain for the dishwasher shall not run through the grease interceptor unless approved to do so by Tukwila Public Works Dept.. Contact Mike Cusick for clarification if needed. Other floor drains etc: not used to drain the dishwasher but are in the same area should run to the grease interceptor. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • PERMIT COORD COPY o PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG08 -026 DATE: 05 -07 -08 PROJECT NAME: BJ'S RESTAURANT & BREWERY SITE ADDRESS: 1159 SOUTHCENTER MALL FC -6 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: But .I ng i ision Public Wo�� ''. Fire Prevention Structural n Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 05 -13-08 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 06-10-08 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 � PERMIT CHORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: PG08 -026 DATE: 02 -26 -08 PROJECT NAME: BJ'S RESTAURANT & BREWERY SITE ADDRESS: 1159 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Buildling Division Public Works 6 Fire Prevention Structural n Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 02-28-08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: n APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 03-27 -08 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28-02 • PLAN I��UTING SLIP ACTIVITY NUMBER: PG08 -026 DATE: 01 -29 -08 PROJECT NAME: BJ'S RESTAURANT & BREWERY SITE ADDRESS: 1159 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response -to Correction Letter # Revision # After Permit Issued DEPARTMENTS: A lit Building Division Fire Prevention ❑ Planning Division Piriblic Work Structural ❑ Permit Coordinator D 11Th Yta, I -*17 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 01 -31 -08 Not Applicable ❑ Comments: P.erinit Cep sl�e;%Use 4Oril , .. - " " g�. ' 'rF :'�'I"rW.. .. �v ..�'�`i,P..:X -:;,;i:''':ai1f :•':,:1i.'.•. • ti:. •a'S„ .!, INCOMPLETE LETTER MAILED: . LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 02 -28 -08 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28-02 • City of Tukwila Steven M: Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 =431 -3670 Fax: 206=431 =3665 Web site htttlx /twww.ct.tukwila.wa.us Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: S It /b ■ Plan Check/Permit Number: f` pi 66-- D2 Response to Incomplete Letter # ❑ Response to Correction Letter Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 6-5.5 B1 e_wl9 , Project Address: /1377 S 0i- Itceri{-2r Contact Person: R b yt 11 15 n V � _ Phone Number: 6 1 7 '6 ri 3 .?6 Summary of Revision: __ v i s ►‘P-. ciflac. krh,e h f . 0-P _- 0(1-4,; y 1 RECENED iTVOFTU LA PAY .D7 r �r olf3IRMIT,OENTER Sheet Number(s): $ k 4 P 1. 1 "Cloud" or highlight all areas of-revision including date of revis Received at the City of Tukwila Permit Center by: ❑ Entered in Permits Plus on = 1 `d lappticationslforms- applications on line\revision submittal Created: 8 -13 -2004 1 • 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:ei_'tukwilawa:us 1 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax; etc. Date: g/a,OR Plan Check/Permit Number: P008-026 ❑ Response to Incomplete Letter # E Response to Correction Letter # l Revision # after Permit is Issued ❑ Revision requested by 'a City Building iInspector or Plans Examiner � RECEIVED . nv of ruKwrLA FEB 2 6.1008 Project Name: BJ' S RESTAURANT AND BREWERY Project Address: 1159S_outhcenter Mali Contact Person: _Jared Taylor__ Phone Number: /4 S — )8o Summary of Revision: REFE TO _4_TTACI EP Sheet Number(s): i9I .1 1� l • 2 { :_3. }�z .c5 Z 1- 3 .b --P4.eU- "Cloud" or highlight all arias of revision including date of3ev,sion Received at the City of Tukwila Permit Center by: Entered in Permits :Plus on \ aplications \forms= applications on lincArcvision submittal Created: '8 -13 -2004 Revised: Look Up a Contractor, Electrin or Plumber License Detail 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. License Information License ROMEKI* 175NN Licensee Name ROMEK INC Licensee Type CONSTRUCTION CONTRACTOR UBI 600485232 Ind. Ins. Account Id 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 01/01/1980 ROBERTSON, MONTEREY 01/01/1980 • 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 Page 1 of 3 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= ROMEKI* 175NN 03/10/2008 DWV PLUMBING GENERAL NOTES 1. KEY NOTES WITH ELLIPTICAL SYMBOL AND NUMBER CORRESPOND TO KITCHEN EQUIPMENT SHOWN IN KITCHEN PLAN SHEETS. 2. ALL EXPOSED PIPING IN PUBLIC AREAS SHALL BE INSTALLED AS TIGHT AS POSSIBLE TO THE WARM SIDE OF THE EXPOSED BUILDING. 3. THE INSTALLATION OF THE PLUMBING SYSTEM SHALL BE COORDINATED WITH ALL ELECTRICAL AND MECHANICAL EQUIPMENT, AND STRUCTURAL SLAB AND FRAMING. 4. REFER TO PLUMBING SHEET P3.0 FOR PLUMBING FIXTURE AND EQUIPMENT SCHEDULES INCLUDING SPECIFICATIONS AND ROUGH -IN SIZES. 5. REFER TO THE KITCHEN DRAWINGS PREPARED BY THE KITCHEN EQUIPMENT SUPPLIER FOR ADDITIONAL INFORMATION NOT SHOWN ON THIS SHEET. B. PLUMBING CONTRACTOR SHALL COORDINATE WITH THE KITCHEN EQUIPMENT SUPPLIER FOR THE COMPLETE INSTALLATION AND SERVICE CONNECTIONS OF ALL KITCHEN EQUIPMENT. 7. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE INSTALLATION OF ALL DRAIN LINES FROM KITCHEN EQUIPMENT. REFER TO THE KITCHEN DRAWINGS FOR PROPOSED SIZES AND ROUTING. ALL INDIRECT DRAIN LINES SHALL BE INSTALLED WITH APPROVED AIR GAPS. 8. REFER TO ARCHITECTURAL AND MILLWORK DRAWINGS FOR DETAILS OF COUNTERTOPS, CASEWORK, AND OTHER FIXTURES, SHOWING EXACT LOCATION OF OPENINGS FOR PLUMBING ITEMS BEING INSTALLED. COORDINATE THE COMPLETE INSTALLA11ON WITH THE GENERAL CONTRACTOR. 9. THE PROPOSED ROUTING AND SIZES OF UNDERSLAB SODA AND BEER SLEEVE LINES ARE SHOWN ON THE KITCHEN DRAWINGS. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR COMPLETE INSTALLATION AND COORDINATION WITH OTHER DISCIPLINES. 10. REFER TO THE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR CHANGES IN THE BUILDING FINISHED FLOOR ELEVATIONS. COORDINATE SANITARY INVERT ELEVATIONS IN THE FIELD. 11. PLUMBING CONTRACTOR TO ARRANGE AND PAY FOR ALL REQUIRED FEES, PERMITS, AND MISCELLANEOUS COSTS ASSOCIATED WITH THE PLUMBING WORK PER LOCAL PLUMBING CODES. 12. PITCH ALL WASTE AND DRAIN LINES A MINIMUM OF 1/4" PER FOOT IN THE DIRECTION OF FLOW, OR AS REQUIRED BY LOCAL CODE. 13. ALL OPENINGS IN DWV SYSTEMS RESULTING FROM INSTALLATION ROUGH -IN SHALL BE PROTECTED WITH A TEST PLUG THAT IS SECURELY LOCKED IN PLACE UNTIL FINAL FINISHED CONNECTIONS ARE INSTALLED. 14. ALL TENANT GREASY WASTE PIPING BELOW SLAB TO BE INSTALLED COMPLETE WITH HEAT TRACE AND INSULATION PER LANDLORD REQUIREMENTS. CONDENSATE DRAIN UNE IN THE WALK -IN FREEZER SHALL BE HEAT TRACED TO PREVENT FREEZING. HEAT TRACE. TAPE SHALL BE PROVIDED BY THE KEC, AND INSTALLED BY THE ELECTRICAL CONTRACTOR. PROVIDE FLOOR CLEANOUT A MAXIMUM OF 100'-0" ON CENTER OR AS REQUIRED BY GOVERNING CODE. COORDINATE LOCATION IN THE HELD. REFER TO SHEET MEP1.0 FOR CONTINUATION OF UNDERGROUND SANITARY PIPING. COORDINATE PROPOSED ROUTING WITH SITE UTILITIES, GRADING, LANDSCAPING AND CONCRETE WORK. REFER TO SHEET MEP1.0 FOR CONTINUATION OF UNDERGROUND GREASE WASTE PIPING TO GREASE INTERCEPTORS. COORDINATE PROPOSED ROUTING WITH SITE UTILITIES, GRADING, LANDSCAPING AND CONCRETE WORK. REFER TO SHEET MEP1.0 FOR CONTINUATION OF UNDERGROUND ROOF DRAIN LEADER PIPING TO STORM SYSTEM. COORDINATE PROPOSED ROUTING WITH SITE UTILITIES AND CIVIL DESIGN DRAWINGS. TERMINATE OVERFLOW ROOF DRAIN LEADER PIPING TO DOWNSPOUT NOZZLE ON EXTERIOR WALL REFER TO ARCHITECTURAL DRAWINGS FOR INSTALLATION DETAIL AND PROPOSED LOCATION. 0 , PRIMARY AND OVERFLOW ROOF DRAIN LEADER PIPING BELOW ROOF AND ABOVE WALK -IN COOLER AS SHOWN. PRIMARY AND OVERFLOW ROOF DRAIN LEADER PIPING SHALL EXTEND DOWN IN EXTERIOR WALL FOR CONCEALED INSTALLATION. COORDINATE WITH FRAMING. PROVIDE CODE APPROVED ISLAND VENTING FOR BAR SINK. REFER TO SHEET P4.0 FOR INSTALLATION DETAIL DWV PLUMBING KEYED NOTES ROUTE r VENT UP TO 3" VTR. COORDINATE ROOF PENETRATION LOCATION WITH OUTDOOR AIR INTAKE OF ROOFTOP EQUIPMENT. MAINTAIN A MINIMUM 10' -0" HORIZONTAL CLEARANCE. ROUTE PRIMARY CONDENSATE DRAIN LINE DOWN FROM ROOF MOUNTED MECHANICAL EQUIPMENT AND EXTEND BELOW THE ROOF AS SHOWN. PITCH ALL CONDENSATE PIPING A MINIMUM OF 1/4 PER FOOT IN THE DIRECTION OF FLOW. ROUTE CONDENSATE DRAIN UNE DOWN IN WALL FOR A CONCEALED INSTALLATION. EXTEND ABOVE FLOOR AND BEHIND EQUIPMENT FOR AN INDIRECT CONNECTION TO AN APPROVED RECEPTOR. GREASE INTERCEPTOR SHALL BE PROVIDED BY THE LANDLORD AND ITS INSTALLATION IS COVERED BY THE BASE BUILDING PERMIT. REFER TO WESTFIELD DESIGN AND CONSTRUCTION FOR ADDITIONAL INFORMATION. ROUTE WALK -IN COOLER/ FREEZER CONDENSATE DRAIN UNE AS HIGH AS POSSIBLE AND ALONG WALLS AS SHOWN. INSULATE ALL CONDENSATE PIPING AND PITCH A MINIMUM OF 1/4" PER FOOT IN THE DIRECTION OF FLOW. SEAL ALL COOLER WALL PENETRATIONS WATER TIGHT AND COVER EACH WITH AN ESCUTCHEON PLATE. PROVIDE FULL SIZE TRAP AND EXTEND ABOVE FLOOR AND BEHIND EQUIPMENT FOR AN INDIRECT CONNECTION TO AN APPROVED RECEPTOR. TRENCH DRAIN SHALL BE EQUIPPED WITH LOCAKABLE COVER FOR WATER TIGHT SEAL DURING NON -USE PERIODS. 16 CONNECT VENT PIPING TO MALL'S EXITING VENT SYSTEM. PROVIDE ZURN Z884 WIDE SHALLOW TRENCH DRAIN SYSTEM COMPLETE WITH HEEL -PROOF GRATE AT REVOLVING DOOR ENTRY. ROUTE DRAIN UNE AWAY FROM BUILDING (1/4" PER FOOT) AND TERMINATE AT F.O.C. SEISMIC JOINT. TYPICAL FOR ALL PIPING CROSSING THE EXPANSION JOINT. TERMINATE EMERGENCY OVERFLOW ROOF DRAIN WITH DOWNSPOUT N0771 F ROUTE PRIMARY ROOF DRAIN LEADERS AS SHOWN. EXTEND COMBINED DRAIN LEADER TO SHELL BUILDING STORM DRAIN PIPING. FIELD COORDINATE ACTUAL LOCATION AND CONNECTION. I [ ` 1I 6' C ‘xerwik. 4.15, i +. (E) 15' STORM ---4 S S x ...... .. `.i ..car.. • PSM .. N r^ .......:....._...._..._...I £ I F (E) fi' GW— f / • • 6 / Q► 0--(E) 4' VENT PLUMBING SEWER AND VENT SCALE: 3/16 " =1 0 S: 3 g. ' ( ,, K,,.,YM. .1... r P R I PLAN VIEW REF iTE ATION '�ACX 6�(Z.`Y. 1 i✓ER ' r EXACT i. CA.11 .`AR(, € i E AND ..fed„ `l` E't,R a' Eca c S E Par RA Bier 'w U RE r es yy ta1 ; 3a P: 'Diva City of ; p'eci 4la rte - tee 7 £� A 1 1/2' �.�. . i Eca By Data: City of Tukaa UiLDING DM O CORRECTION LTA ALE COPY Permit No. Plan rev iew- battle ? Approval of ponstruction documents does not authorize the violation, of any adopted code or ordnance. Receipt of approved old Copy CoeterBu CARTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 EXPIRES: 04 -07 -2008 02.22.2008 co Z 0 cc 0 w O w - cO 0 co w 0 „. L Cf) 0) k UJ I- 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 INLINE C &B JOB NUMBER: 024203.014 DATE ISSUED: 01-25-08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT REVISIONS: A\ CITY PLMB CMNTS 02/21 /08 CLARIFICATIONS 02/22/08 OWNER CMNTS 02/22/08 SHEET CONTENTS: PLUMBING SEWER AND VENT PLAN SHEET NUMBER: P1.1 11 /30/07 01 /25/08 .�. w AMV.Vw..ti.eYAMA L.. .___ Am...... . . . , ri • ''2„ r n 1 L.,,L.-1-..,•11 , II I I . . . • . . . • . . I I ii-j -. , L , ,,,. , \ , . ,:. ..: . # • . . .. .....J . . . , ri • ''2„ 1 - r•• . . ,....*.,, ,,z-.7.:Ost,,, n 1 L.,,L.-1-..,•11 , . I q, • . 1 • • - . . . • . . . • . . E. • . '1 - . •., r , L , ,,,. , \ , . ,:. ..: . # • . . .. . • . , , • . , . ' . • • . . . . . . • . , , . • , 3 , (1' . 0 :;, --, • • . . .. .. . . • . . . • • . • • . H . . , . •, . • • . . . . . • . . . . . . . ,.-.: . . , 43) . , , . • • 11:1311r : • • • ... wi. . i: . : ••••.---, • 1 , r- •-• - , . . • . • . • . . . • fl LiJ 1. • v , • • : ,, , : • 7 ; ,,,4„._-,....„, . • . , • • , • . • • .. ...--..„, N. • . e i 101 1 . 4 4 . 4, r 7:;. . . . . . • • . • . . • . .. • . . e 4 ' • . . : . . . . . • • . • . r,...m. ..--.., ,••• '7' 1 • • ••R "'Ph ' . . . . . . • 7 , •'•• , . • • 7 7 7 .7, „ SS., 7', • . . . • . .4 •••••. ,,,..• F• 7 .7 • 75 .... ..... . ., ''''Z • . * . ,• • . • 1. • . . 7 • . • ' . • ■ •. • I WATE" PLUMBING GENERAL NOTES 1. KEY NOTES NTH ELLIPTICAL SYMBOL AND NUMBER CORRESPOND TO KITCHEN EQUIPMENT SHOWN IN KITCHEN PLAN SHEETS. 2. ALL EXPOSED PIPING IN PUBLIC AREAS SHALL BE INSTALLED AS TIGHT AS POSSIBLE TO THE WARM SIDE OF THE EXPOSED ROOF STRUCTURE. 3. THE INSTALLATION OF THE PLUMBING SYSTEM SHALL BE COORDINATED WITH ALL ELECTRICAL AND MECHANICAL EQUIPMENT, AND STRUCTURAL SLAB AND FRAMING. 4. REFER TO PLUMBING SHEET P3.0 FOR PLUMBING FIXTURE AND EQUIPMENT SCHEDULES INCLUDING SPECIFICATIONS AND ROUGH-IN SIZES. 5. REFER TO THE KITCHEN DRAWINGS PREPARED BY THE KITCHEN EQUIPMENT SUPPLIER FOR ADDITIONAL INFORMATION NOT SHOWN ON THIS SHEET. 6. PLUMBING CONTRACTOR SHALL COORDINATE WITH THE KITCHEN EQUIPMENT SUPPLIER FOR THE COMPLETE INSTALLATION AND SERVICE CONNECTIONS OF ALL KITCHEN EQUIPMENT. 7. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE INSTALLATION OF ALL DRAIN UNES FROM KITCHEN EQUIPMENT. REFER TO THE KITCHEN DRAWINGS FOR PROPOSED SIZES AND ROUTING. ALL INDIRECT DRAIN LINES SHALL BE INSTALLED WITH APPROVED AIR GAPS. 8. REFER TO ARCHITECTURAL AND MILLWORK DRAWINGS FOR DETAILS OF COUNTERTOPS, CASEWORK, AND OTHER FIXTURES, SHOWING EXACT LOCATION OF OPENINGS FOR PLUMBING ITEMS BEING INSTALLED COORDINATE THE COMPLETE INSTALLATION WITH THE GENERAL CONTRACTOR. 9. PLUMBING CONTRACTOR TO ARRANGE AND PAY FOR ALL REQUIRED FEES, PERMITS, AND MISCELLANEOUS COSTS ASSOCIATED WITH THE PLUMBING WORK PER LOCAL PLUMBING CODES. 10. PLUMBING CONTRACTOR TO FLUSH AND SANITIZE ALL WATER UNES PRIOR TO THE INSTALLATION OF THE FILTRATION SYSTEM. 11. ALL WALL PIPING STUB-OUTS SHALL BE SECURELY TIED TO THE STRUCTURE WITH SUFFICIENT BACKING TO ELIMINATE ANY MOVEMENT. 12. PLUMBING CONTRACTOR SHALL INSTALL FLEXIBLE QUICK DISCONNECT WATER SUPPLY CONNECTIONS ON BEVERAGE EQUIPMENT INCLUDING COI-I-LE AND TEA MACHINES. SUPPLY CONNECTIONS SHALL BE FURNISHED WITH THE EQUIPMENT PACKAGE. 13. ALL FIXTURES AND EQUIPMENT SHALL BE INSTALLED WITH WATER SUPPLY STOP VALVES IN ACCESSIBLE LOCATIONS. 14. PROVIDE WATTS NO. L111 TEMPERING VALVE TO DELIVER 110 WATER AT EACH HAND SINK AND LAVATORY. INSTALL UNDER FIXTURE FOR READY ACCESS. 15. SINKS AND EQUIPMENT SHALL BE INSTALLED WITH WATER SUPPLY PIPING HAVING 1/4 TURN BALL VALVES. 16. ANAL CONNECTIONS TO SINKS IN THE KITCHEN SHALL BE HARD PIPED. FUMBLE CONNECTIONS ARE NOT ALLOWED. WATER PLUMBING KEYED NOTES O 1/2" HW & CW DOWN IN WALL. PROVIDE HOT WATER TEMPERING VALVE AS SCHEDULED IN THE GENERAL NOTES. 0 , 1/2" CW BELOW FLOOR, FROM TRAP PRIMER TO RECEPTOR. R\ DOMESTIC WATER BOOSTER PUMP SHALL BE INSTALLED ONLY AS REQUIRED TO SUPPLEMENT INCOMING WATER \t/ SUPPLY PRESSURE FOR 65 PSI DELIVERY TO THE WATER SYSTEM. COORDINATE WITH SITE CONDITIONS. PLUMBING CONTRACTOR SHALL OBTAIN APPROVAL FROM THE TENANT'S REPRESENTATIVE PRIOR TO INSTALLATION, AND COORDINATE POWER REQUIREMENTS WITH THE ELECTRICAL CONTRACTOR. t rrA PLUMBING CONTRACTOR SHALL ROUGH-IN 6" FIRE SERVICE TO THE MECHANICAL ROOM. THE FIRE RISER ASSEMBLY L/ SHALL BE INSTALLED BY A UCENSED FIRE PROTECTION CONTRACTOR. ® PROVIDE INLINE HOT WATER RECIRCULATION PUMP AND CHECK VALVE IN THE MECHANICAL ROOM. 7\ 2 1/2" EXISTING DOMESTIC WATER SERVICE. REFER TO THE CIVIL DWG PACKAGE FOR CONNECTION TO SITE UTILITIES. BACKFLOW PREVENTION SHALL BE SPECIFIED BY THE CIVIL ENGINEER, AND INSTALLED ON SITE AS SHOWN BY THE CIVIL DESIGN. /7\ 6" FIRE WATER SERVICE. REFER TO THE CIVIL DWG PACKAGE FOR CONNECTION TO SITE UTILITIES. BACKFLOW Nj_7 PREVENTION SHALL BE SPECIFIED BY THE CIVIL ENGINEER, AND INSTALLED ON SITE AS SHOWN BY THE CIVIL DESIGN. ® NOT USED \ SLEEVE AND INSULATE CONTINUOUS PIPING UNDER SLAB. STUB UP AND ROUTE IN BAR DIE TO FIXTURES/ / EQUIPMENT. SLAB PENETRATIONS SHALL BE SEALED WATER TIGHT AND LEVELED FLUSH WITH FINISHED FLOOR. r5 SLEEVE AND INSULATE CONTINUOUS PIPING UNDER SLAB. STUB UP AND ROUTE IN HALF WALL DIE TO FIXTURES/ I`j EQUIPMENT. SLAB PENETRATIONS SHALL BE SEALED WATER TIGHT AND LEVELED FLUSH WITH FINISHED FLOOR. 11 PROVIDE LINE SIZED SHUT-OFF VALVE RECESSED IN WALL PROVIDE ACCESS DOOR FOR MAINTENANCE AND VI/ SERVICE. 1 SEISMIC JOINT. TYPICAL FOR ALL PIPING CROSSING THE EXPANSION JOINT. PROVIDE FLOW METER AND BACKFLOW PREVENTOR (AS REQUIRED) H ' PROPOSED LOCATION OF OVERHEAD 2' COLD WATER STUB. MINIMUM 80 GRA/ 65 PSI --,-.- • I .. H- , C-r-*•44 P-1 IN ACCESS P q„ 3/4• / Ekid CID 4011 r., g.'9 11141rA I t- . 77 • 4#P ,W,OrArel L V= 3 / 4 " ' FF -4 .. - ..... ..., """ ..., .... , - „„amigir --7- oa. . ,••••• - ,,/,•- -,;•-k,..„•:----- ' ; ;?„, , ;•dis..- , s : ; 2 ., . ' hr .....--'-' 5 ..;.W .' w•".....---.. , i i 1 # ,, ..., ....r. .... - .7- :,...„ ...../ f i i l .J 74: nivi 4 " • ••: 1P-1 IN ACASPTANEL ' I I FD-1 fr twarirraw ;dr I \ 3/4• -- LL r I .s.r5 II F •.:Ea 1 • • 1/2 I)/ / ..••••-" - 1 FFF „ . • --- -- • 22A, -1 IN ACCESS PANP. 149.1 SCALE: 3/16"=1'-0" • ° , ; „-•,- • , I ..- .1•77,71.,..1,..;44',..1.• B {V.W. 3 11 I sr,* • nr.rx.r,' 1 lk I J r- `CW 40'9 „IF e o'l 011'1:Veil 1/2 (B.F.F.) DLL 1/2" '''''' :47 III Ek.l. ----is.■S s• •,.... - rs ..-- ss s .s. s. 1, .,• se \ , ... , - ,,,i vs' ,,,•r- s' , as ••• s; ...- , s, 5-• , ,5, 1:0' , • 1•55•;ely 4 [--. , \ ....••••`"" WATER PIPING PLAN J. s0-„,-, • ...-- -0,;r4sa00. FL • 1 1 Itrcl • i, I i •,"g. ' 5i. --- i Not. .- ). / - - •',,, E NA, R E2. , ,„ 7 --• N:-. • ''‘ , ..?..,...N. .-, ,. I--- , ,,, \ \ Y. -.0. ,., lov••-, 4.-- ..- ....., . • „. 0.- •••• ' /-"" F zr REFIOERATsON RACK STEM p 1 "5 XAC.:1 LOCATiON WIfii ARCHIECT AND g7NONEE'R F ..7. , ....7 ' .;=: . .1 , ...........e '''. ' ', t ,..,': ..:..., f.e.f ' F 2 ...."" f" . " - '":7, - ,LP - , r5 1P-1 IN ACCESS PANEL 1 1P-1 IN ACCESS PANEL " ...., - '' F.:...■:;••■7 .... ' / ./ t ..''''' „..-.... '. 7 / .1i, '=• 1 samez \ i i.....- 3., • „. ''''''' „ . . ''''' • ''''''' „ . ,,, " 1 .p,,,...•K 41'4,?.`,. 1 t 5.4r.44. ap 5 \ , \•,.,...._,.../ \--- -,... ..,....-- ,- ... / • \ „ •:5 \\\\ \ \ \\ • \\\ ' 4 * - - ; 0 Carters GARTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247-4925 7755 CENTER AVE STE. SOO HUNTINGTON BEACH, CA. 92647 INLINE CU JOB NUMBER: 024203.014 DATE ISSUED: 01-25-08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT REVISIONS: A OWNER CMNTS 02/22/08 SHEET CONTENTS: PLUMBING WATER PIPING PLAN SHEET NUMBER: P1.2 11/30/07 01 /25/08 .11011.1MITIi."1171/1/1, 1.•■ GAS PLUMBING GENERAL NOTES 1. MECHANICAL GAS SHUT -OFF VALVE FOR HOOD FIRE PROTECTION SYSTEM TO BE MOUNTED AT +12" ABOVE FINISHED CEILING TILE. PROVIDE A LOCATION DECAL ON THE CEILING TILE INDICATING "HOOD VALVE". 2. ALL EXPOSED PIPING IN PUBLIC AREAS SHALL BE INSTALLED AS TIGHT AS POSSIBLE TO THE EXPOSED ROOF STRUCTURE, ABOVE THE BOTTOM CHORD OF THE ROOF JOISTS. 3. THE INSTALLATION OF THE PLUMBING SYSTEM SHALL BE FIELD COORDINATED WITH ALL ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING. 4. ALL WALL PIPING STUB -OUTS SHALL BE SECURELY TIED TO THE STRUCTURE WITH SUFFICIENT BACKING TO ELIMINATE ANY MOVEMENT. 5. PLUMBING CONTRACTOR SHALL REFER TO KITCHEN DRAWINGS FOR EXACT LOCATION PRIOR TO INSTALLATION. 6. PROVIDE 16CA CARBON STEEL STRIKER PLATE AT EACH STUD WITH A GAS PIPING PENETRATION FOR PUNCTURE PROTECTION OF GAS PIPING IN WALL 7. PROVIDE PIPE SUPPORTS AND EXPANSION LOOPS AS REQUIRED. 8. ANY EXPOSED NATURAL GAS PIPING SHALL HAVE A PRIMER COAT OF ZINC RICH GALVANIZING PAINT FOR CORROSION PROTECTION. FINAL PAINT FINISH SHALL BE COMPLETED BY OTHERS. 9. ALL INTERIOR NATURAL GAS PIPING SHALL BE INSTALLED AS THREADED PIPE, OR SHALL BE RUN CONTINUOUSLY SLEEVED. INSTALLED NATURAL GAS PIPING SHALL COMPLY WITH APPLICABLE PLUMBING CODES. GAS PLUMBING KEYED NOTES EQ. #1O4. 3/4 "G COMPLETE W/ SOC AND UNION (170 MBH) FOR PIZZA CONVEYOR OVEN. V EQ. #123. 3/4 "G COMPLETE W/ SOC AND UNION (30 MBH) FOR CHEESEMELTER. 0 EQ. #124. 3/4 "G COMPLETE W/ SOC AND UNION (120 MBH) FOR (4) BURNER COOKTOP. EQ. #127. 3/4 "G COMPLETE W/ SOC AND UNION (90 MBH) FOR CHARBROILER. EQ. #128. 3/4 "G COMPLETE W/ SOC AND UNION (40 MBH) FOR CHEESEMELTER. EQ. #133. 3/4 "G COMPLETE W/ SOC AND UNION (110 MBH) FOR FRYER. KII: EQ. #133. 3/4 "G COMPLETE W/ SOC AND UNION (140 MBH) FOR FRYER. V EQ. #94. 3/4 "G COMPLETE W/ SOC AND UNION (70 MBH) FOR DOUBLE DECK OVEN. EQ. #95. 3/4 "G COMPLETE W/ SOC AND UNION (120 MBH) FOR (4) BURNER COOKTOP. EQ. #129. 3/4 "G COMPLETE W/ SOC AND UNION (105 MBH) FOR GRIDDLE. NOT USED MECHANICAL GAS PLUG VALVE TO BE INSTALLED ABOVE LAY IN CEILING IN AN ACCESSIBLE LOCATION. EXTEND 2 1/2 "G DOWN TO FULL SIZE HEADER IN WALL FOR COOKING APPLIANCES. (I) PROVIDE 16CA. CARBON STEEL STRIKER PLATE AT EACH STUD FOR PROTECTION OF GAS PIPING IN WALL 1 4 SEISMIC JOINT. TYPICAL FOR ALL PIPING CROSSING THE EXPANSION JOINT. • 211 • RO DE UN SI A 'AL GA RE U TOR SUI AB FIR U ING GA INLET 'RE SUR D OP F PS T? 0.5" W.C. FIELD COORDINATE REGULATOR LOCATION FOR FUTURE ACCESS AND INSPECTION. PROVIDE CODE APPROVED REGULATOR VENT AND EXTEND TO ROOF. VENT SHALL TERMINATE ABOVE THE ROOF WITH 3/4 GOOSENECK WITH THE PIPE OPENING WRAPPED WITH CORROSION RESISTANT HARDWARE CLOTH. FIELD 00 DI TE TE"' IN 0 LO ATM • MINT IN ' INI,'UM 10' -0" ,OR ON 'A E a•O. 0 I AK S. 3' GAS/ 1 PSI PRESSURE DROP. (2749 MBH) SUPPORTED UNDER ROOF AND ABOVE FINISHED CLG EXISTING LANDLORD INSTALLED 3' GAS LINE. FIELD VERIFY ACTUAL LOCATION } t -•.. EIR f t� •,^� 1 f a r f/ '.. .. ......�. 4 GAS (2749 MBH) — SUPPORTED UNDER ROOF AND ABOVE FINISHED CLG 3' GAS (1345 MBH) SUPPORTED UNDER ROOF AND ABOVE FINISHED CLG 'ANS _..'^vpt <S R.. (GAS METER LOCATED IN GAS ALCOVE LOCATED AT COLUMNS It AND '1a8') N. • r s� . 3" GAS HEADER INSTALLED 12' AFF WITHIN CCOKIJNE WALL \ y r`4RT' k3,�x1 •9 — GAS (1404 MOH) SUPPORTED UNDER ROOF AND ABOVE FINISHED CGG 2' GAS (540 MBH) tl i THROUGH ROOF FOR \ SIDE CONNECTION TO MAU_1 GAS PIPING PLAN ALE: 3/16 " =1' -0' 1 1/4' GAS (288 MBH) UP THROUGH ROOF FOR BOTTOM ENTRY TO RTU -1 } 7 2" GAS (576 MBH) SUPPORTED UNDER ROOF AND ABOVE FINISHED CLG . F't z'! r V F , . x 1 1/4' GAS (288 MBH) UP THROUGH ROOF FOR BOTTOM ENTRY TO RTU —z. ,y (24/ ,c BI n I ,' ?I PUN VIEW R RGe Rf l ON RACK, Sf"..'M . v^EMFY g.)‘°_.ACT LOCATION! `a`; 1H ARCH, � � AND E.i4GNLE 1 ,,=,....:-......„---,=_,--,...„, 4. ...____....... ........ , , 11/e GAS (288 MBH) UP THROUGH ROOF FOR BOTTOM ENTRY TO RTU-3 •rn Nruru.n,..c. ,, nrw.v.v vn..u• 'e., ....yvvrn. u..ny.. _ Ai; •.r,,. nsay. sec vu u. ..f n .. MNGY.•.d'Y.d�' Fufi {..i� is �- �.�w:. ics ;w $,4 F' .�P E =EL E, Carlermk:.^ ress CARTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 EXPIRES: 04 - 2008 02.22.2008 CO CO CC LLI co w z 0 et w I- 0 w Cs) 0 co c0 0) RI r I- 77755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 INLINE CO JOB NUMBER: 024203.014 DATE ISSUED: 01 -25 -08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT REVISIONS: CITY PLMB CMNTS 02/21/08 SHEET CONTENTS: PLUMBING GAS PIPING PLAN SHEET NUMBER: P1.3 11/30/07 01 /25/08 ._s w "MTV6M . e. a r.. , . a .a r._ 4" 1 2 i■ # 0- (E) 6 " r 2 "4 i 3" ■ 4" ■■ \ ■ SCALE: NOT TO SCALE J 4 ~ -. FD 1 SEWER AND VENT ISOMETRIC DIAGRAM z� 2" ■ � I I 2"„„f I q` / I r `\ /• • h ft -' C / /•• ■ I I 2 .�/ ∎ 1) ■ I �i / / ■ ■ ■ ;.:2 I ''S...: •`% — J/ r13. Lf `. 3 : / . \ I I ' /'I i es ° I I `. I I 2 2,,,,j, I . ■ / ., 0 . - ,' - MEMEM • - • y '1 ,Y . ;V •t 2.1 T 1 - - 2" r` \ ,T FO a(E) 4" ■ 1%. 2' •• /•• ' I 2 T \ �I 0:2 .. if - ...lip 2 = 1 + (E) 4" si T 4" • • 2" 2" E r ....� vm.4n ' Carterm rges CARTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 EXPIRES: 04 -07 -2008 02.22.2008 CO g LE; O) wZ 0 CC w 0 in w 0 #rd9..e I— J W if— I- I 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 INLINE C&B JOB NUMBER: 024203.014 DATE ISSUED: 01 -25 -08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT REVISIONS: ^CITY PLMB CMNTS 02/21/08 SHEET CONTENTS: PLUMBING SEWER AND VENT ISOMETRIC DIAGRAM SHEET NUMBER: P2.0 11 /30/07 01/25/08 CHAS DEMAND LOAD nIDN COAL SZE on NUT SEA) TOTAL 0 94 DBL DECK OVEN 3/4' 2 70 140 95 (4) BURNER COOK TOP 3/4' 1 120 120 104 PIZZA CONVEYOR OVEN 3/4' 2 170 340 123 CHEESEMELTER 3/4' 1 30 30 124 (4) BURNER COOK TOP 3/4' 1 120 120 127 CHARBROILER 3/4' 1 90 90 128 CHEESEMELIER 3/4' 1 40 40 129 GRIDDLE 3/4' 1 105 105 13 a; . 3 ' 1i I ' 140 140 R — �.. - 0a 0' U w �r �� w w w � .......... w► �� .: w w :: RTU -2 ROOFTOP UNIT 1 1/2' 1 288 288 RTU -3 ROOFTOP UNIT 1 1/2' 1 288 288 MAU -1 MAKEUP AIR UNIT 2" 1 540 �.. TOTAL 2749 NO (2006 AA .3 PIPE SIZES SHOWN ON THE DIAGRAM ARE BASED ON BOTH 1 PSI PRESSURE DROP UTILITY SUPPLY (2006 IFGC TABLE 402.4(3)) TO TENANT SPACE AND 0.5' W.C. PRESSURE DROP IFGC TABLE 402.4(2)) DISTRIBUTION TO TENANT FURNISHED EQUIPMENT. THE TOTAL DEVELOPED LENGTH IS 250' -0 ". VERIFY ACTUAL DEVELOPED LENGTH AND REQUIRED PIPE SIZES IN THE HELD. UNb ER 1 / 2 � RoUOti A5 UP R0 0F R a GAS 0.1) Ur4p :R 8 S UP of 13 A S U PP ( M9 UNoER Ro -or 1/ 2 � a 2� �IRoUc 5 P R0 �L 6H ) G�E�O f� G00B fd) (4) 6 ° 614 120 ' /2� R0UQH A5 �P RO OF AS I (GBH) 3 a k 0 G AS B R OI g GH p 1 N, I . -/ N ' 1. 2 • N „� \/ \,. 2 I >- % , li n ' V I' - 2a ` _ ' 'I ■ (- '1 'I - 1 >L % y G , - ' .- 3/4- ,....- IL, ■■- ■;'` EES Eo E�Bf� G� (� G G (1 H ) e r r il GAS ISOMETRIC DIAGRAM SCALE: NOT TO SCALE SCALE: NOT TO SCALE H) a GAS(M814) 2 360 A' VNAL F L \ ,■■• f , k ( ( , I 1 7 ; WATER ISOMETRIC DIAGRAM �— — 3/ � . 2 a a �C I J:> _>. ' _ 1/ 3/4b /I T. .. � r .S R ��� 6p0�TER •` \ 3/ 4 ]-% 41 3/ :=•=1 r>-:„.11/1 ` 3 /4 - � rr L i t /2 1 / 2 , 1 /2„ " > - - iC - 1 /2 2 a� RFC'. FVPD err”. 'mr . �� A R Carr ;rgeu ®::: rgess CARTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE. #800 DALLAS, TEXAS 75247 -4925 EXPIRES: 04 -07 -2008 02.22.2008 CC LU 0 CC LU 1- LU co a) 0 1— 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 INLINE C&B JOB NUMBER: 024203.014 DATE ISSUED: 01 -25 -08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT REVISIONS: CITY PLMB CMNTS 02/21/08 I SHEET CONTENTS: PLUMBING WATER AND GAS ISOMETRIC DIAGRAMS SHEET NUMBER: P2.1 11/30/07 01 /25/08 PLUMBING LEGEND SYMBOL ABBREV. DESCRIPTION DESCRIPTION /REMARKS S OR W SOIL OR WASTE (ABOVE GRADE) CW HW S OR W SOIL OR WASTE (BELOW GRADE) SAN GW GW GREASE WASTE A.O. SMITH GLASS -LINED DURA -POWER SUPREME ELECTRIC MODEL NO. DSE -100. HEATER SHALL BE RATED AT 54KW, 480V, 3 PHASE (FLA OF 65), AND 50/60 CYCLE AC. TEMPERATURE CONTROLS INCLUDE LIMITING SWITCH. FOAM INSULATION SHALL EXCEED LATEST REQUIREMENTS OF ASHRAE 90.1 FOR HEAT LOSS EFFICIENCY. HEATER SHALL INCLUDE ASME T &P RELIEF VALVE AND DRAIN VALVE. V VENT -3 WI-I-4 CD CONDENSATE DRAIN CD 1/2" CW COLD WATER - - WI-I-5 HW HOT WATER -__ 1/2 FW FILTERED WATER - - ET -1 HWR HOT WATER RETURN - _ 3/4 G NATURAL GAS G RCP -1 UP PIPE UP 0 3/4" ON. TEE DOWN C BP - 1 DN. PIPE DOWN C 2 " FCO FLOOR CLEANOUT ..--- ---- TRAP PRIMER DCO DOUBLE CLEANOUT 1/2" - WCO WALL CLEANOUT ---I I WATER HAMMER ARRESTER SOV SHUT -OFF VALVE pp NO SOV SHUT -OFF VALVE, NORMALLY OPEN 04 NC SOV SHUT -OFF VALVE, NORMALLY CLOSED I><1 - FT C.V. CHECK VALVE REDUCED PRESSURE BACKFLOW B.V. BALANCING VALVE 010 - U UNION l GREASE INTERCEPTOR P.V. MECHANICAL PLUG VALVE (GAS) - - SOC SHUT -OFF COCK (GAS) p6 HB -1 EAAV EARTHQUAKE ACTUATED AUTO VALVE (GAS) - I% S.V. ELECTRIC SOLENOID VALVE (GAS) (E) EXIST. EXISTING S POC POINT OF CONNECTION I- T&P TEMPERATURE & PRESSURE RELIEF VALVE 0 VTR VENT TO ROOF T WHA WATER HAMMER ARRESTER is HO HUB DRAIN ® FD FLOOR DRAIN (COORDINATE GRATE REQS) - FS FLOOR SINK (COORDINATE GRATE REQS) <1%9' RP RECIRCULATION PUMP - - -C- - -I I HB HOSE BIBB _ KEC KITCHEN EQUIPMENT CONTRACTOR FLASHING CLAMP/ GRAVEL GUARD, 2" WATER DAM AND LOW SILHOULI IL CAST IRON DOME. BTUH BRITISH THERMAL UNITS PER HOUR SIB MBH BTUH X 1000 _ CFH CUBIC FEET PER HOUR (1 MBH = 1 CFH) (E) EXISTING I.E. INVERT ELEVATION CONN CONNECTION FU FIXTURE UNITS GPM GALLONS PER MINUTE GPH GALLONS PER HOUR HP HORSEPOWER PSI POUNDS PER SQUARE INCH AP ACCESS PANEL W/ WITH FLR FLOOR CLG CEILING ABV ABOVE BEL BELOW UG UNDERGROUND DN DOWN CONT. CONTINUE TYP. TYPICAL A.D.A. AMERICAN DISABILITIES ACT A.F.F. ABOVE FINISH FLOOR F :. , . a, I 1 i.. R NATURAL GAS REGULATOR PLUMBING EQUIPMENT SCHEDULE MARK FIXTURE ROUGH -IN -SIZE DESCRIPTION /REMARKS S/W V CW HW DIPPERWELL TANK TYPE WATER HEATER r - 1 1/2" 1 1/2 A.O. SMITH GLASS -LINED DURA -POWER SUPREME ELECTRIC MODEL NO. DSE -100. HEATER SHALL BE RATED AT 54KW, 480V, 3 PHASE (FLA OF 65), AND 50/60 CYCLE AC. TEMPERATURE CONTROLS INCLUDE LIMITING SWITCH. FOAM INSULATION SHALL EXCEED LATEST REQUIREMENTS OF ASHRAE 90.1 FOR HEAT LOSS EFFICIENCY. HEATER SHALL INCLUDE ASME T &P RELIEF VALVE AND DRAIN VALVE. N I 2 COMP PREP. SINK -3 WI-I-4 INSTANTANEOUS WATER HEATER .� 3 COMP POT SINK 1/2" 1/2" EEMAX MODEL #EX90T, TANKLESS ELECTRIC WATER HEATERS FOR DUAL LAV OPERATION, FLOW ACTIVATED, NICKEL CHROME HEATING COIL (1) -9000 WATT, 277 VOLT, 33 AMP, 617 TEMPERATURE RISE FOR 1.0 GPM FLOW. 3 COMP BAR SINK WI-I-5 INSTANTANEOUS WATER HEATER - - 1/2 1/2 EEMAX MODEL #SP4277, TANKLESS ELECTRIC WATER HEATER FOR SINGLE POINT OF USE OPERATION, FLOW ACTIVATED, NICKEL CHROME HEATING COIL, (1) -4100 WATT, 277 VOLT, 14.8 AMP, 567 TEMPERATURE RISE FOR 0.5 GPM FLOW. PRE RINSE SINK ET -1 EXPANSION TANK 40 - _ 3/4 _ WATTS REGULATOR DET- 20 -M1, WITH STEEL BODY AND BUTYL RUBBER DIAPHRAGM FOR 8.5 GALLONS CAPACITY/ 3.2 GALLONS ACCEPTANCE, 40 PSI FACTORY PRE - CHARGED. HOSE BIBB RCP -1 RECIRCULATION PUMP - -- 3/4" 3/4" GRUNDFOS &JP15 -10B5 INLINE HOT WATER OPEN SYSTEM RECIRCULATING PUMP, CAPABLE OF 4.5 GPM (1407) @ 6' HEAD, 1/25 HP, 115V/1PH, INTEGRAL ATTACHED TIMER FOR OPERATION CONTROLS, AND ATTACHED POWER CORD. TOTAL BP - 1 IN - LINE BOOSTER PUMP _ - 2 " - GRUNDFOS #CR 15 -2 INUNE DOMESTIC WATER PUMP, 5 HP, 208V/3PH. PROVIDE WITH MODEL WX -350 EXPANSION TANK, MODEL GHG2 -60/80 PRESSURE SWITCH, & 2" FLANGE SET. CONTACT DELTA Q, INC. AT 714.879.0622 FOR SPECIFIC REQUIREMENTS. PC SHALL PROVIDE AN ADD - ALTERNATE LINE ITEM PRICE AT HIS INf 1AL BID SUBMISSION, FOR THE INSTALLATION OF THE BOOSTER PUMP SYSTEM. PRIOR TO PURCHASING THE BOOSTER PUMP SYSTEM, THE PC SHALL VERIFY EXISTING WATER PRESSURE FOR THIS SPACE AND /OR CONDUCT NEW FLOW TEST TO CONFIRM THE AVAILABLE WATER PRESSURE. IF STATIC WATER PRESSURE IS BETWEEN 65 PSI AND 75 PSI CONSISTENTLY, BOOSTER PUMP SHALL NOT BE INSTALLED. IF STATIC PRESSURE IS CONSISTENTLY BELOW 65 PSI, THE PC SHALL INFORM THE GC OF THE FLOW TEST RESULTS AND COORDINATE WITH THE OWNER'S CONSTRUCTION MANAGER FOR ISSUANCE OF DIRECTION. TP -1 TRAP PRIMER - - 1/2" - PPP, INC. #PR -500 "PRIME RITE" TRAP PRIMER, BRONZE CONSTRUCTION WITH VACUUM PORTS, ADJUSTABLE WITH 1/2" COPPER TYPE "L" TO RECEPTOR. PROVIDE DISTRIBUTION UNIT AS REQUIRED FOR SUPPLY TO MULTIPLE DRAINS. INSTALL VALVE RECESSED IN WALL A MINIMUM 12" AFT, PROVIDE ACCESS PANEL. 2. 75.2 GPH (DEMAND) X 1.0 (STORAGE FACTOR) = 75.2 GALS. WHA -1 WATER HAMMER ARRESTER _ _ LINE SIZED - PPP, INC. SERIES SC, FULLY MECHANICAL WATER HAMMER ARRESTER SIZED PER MANUFACTURER SPECIFICATIONS. TOP, CAST IRON BODY, SQUARE SLOI ILO LIGHT DUTY GRATE, AND WHITE ABS DOME STRAINER. COORDINATE GRATE CONFIGURATION WITH KITCHEN ROUGH IN PLANS. MXV -1 MIXING VALVE _ - 1 1 /2" WATTS REGULATOR #L111 UNDER SINK THERMOSTATIC MIXING VALVE, WITH BRASS BODY AND INTEGRAL MOUNTING HOLES, TAMPER RESISTANT ENCLOSURE. ZURN #1400 ADJUSTABLE FLOOR CLEANOUT, DURA - COATED CAST IRON BODY, GAS AND WATER TIGHT TAPERED THREAD PLUG, AND 5 "0 ROUND POLISHED NICKEL BRONZE TOP. REDUCED PRESSURE BACKFLOW _ - SIZED - WATTS REGULATOR 55009 REDUCED PRESSURE ZONE ASSEMBLY WATER SUPPLY TO CARBONATOR(S) SHALL BE PROTECTED BY AN APPROVED REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER AND SHALL BE RATED FOR 150 PSI, THE BODY & ADAPTERS ARE OF STAINLESS STEEL CONSTRUCTION, ALL RUBBER COMPONENTS COMPLY WITH FDA FOOD ADDITIVE REGULATIONS. THE MODEL IS SUBJECT TO LOCAL HEALTH DEPARTMENT APPROVAL WATTS SB--2. ZURN #1443 SQUARE WALL CLEANOUT, DURA - COATED CAST IRON BODY, GAS AND WATER TIGHT TAPERED THREAD PLUG, AND NICKEL BRONZE SECURED SQUARE, SMOOTH WALL ACCESS COVER AND FRAME. GI -1 GREASE INTERCEPTOR 4 " 2" - - LANDLORD TO PROVIDE PRE -CAST CONCRETE GREASE INTERCEPTOR. VERIFY AVAILABLE FIXTURE DIMENSIONS AND ROUGH -IN REQUIREMENTS WITH LOCALLY MANUFACTURED PRODUCTS. COORDINATE INSTALLATION REQUIREMENTS WITH THE LOCAL JURISDICTION HAVING AUTHORITY. SERVICE SINK SHALL BE PROVIDED BY OTHERS. THE PLUMBING CONTRACTOR SHALL PROVIDE FIAT CC MOP RACE, HOOK AND T EAD�ON SPOU 832 AA HOSE BREAKER, BRACKET AND STOPS, HANGER. KITCHEN H.W. DEMAND ITEM QTY. GPH TOTL GPH LAVATORY - EMPLOYEE RR 1 5 5 DIPPERWELL 2 5 10 HAND SINK 4 5 20 2 COMP PREP. SINK 1 45 45 3 COMP POT SINK 1 90 90 3 COMP BAR SINK 1 90 90 BLENDER STATION SINK 2 20 40 PRE RINSE SINK 2 20 40 DISHWASHER 1 50 50 HOSE BIBB 2 20 40 SERVICE SINK FAUCET 2 20 40 TOTAL 470 HOT WATER CALCULATIONS: PEAK DEMAND 1. 470 GPH (PEAK DEMAND) X 0.40 (DEMAND FACTOR) = 188 GPH. 2. 188 GPH (DEMAND) X 1.0 (STORAGE FACTOR) = 188 GALS. 3. 470 GPH (PEAK DEMAND) / 60 MIN. /HR = 7.83 GPM. 4. 55'F DOMESTIC SUPPLY WATER TEMPERATURE. 5. 140'F DESIGN SUPPLY HOT WATER FOR KITCHEN. 6. 500 GPM X LET = MIN. OUTPUT BTUH REQUIRED AT WATER HEATER. (500)(7.83)(85) = 332.775 BTUH. UNE SIZED PROBABLE DEMAND - 1. 188 GPH (PROBABLE DEMAND) X 0.40 (DEMAND FACTOR) = 75.2 GPH. 2. 75.2 GPH (DEMAND) X 1.0 (STORAGE FACTOR) = 75.2 GALS. 3. 188 GPH (PROBABLE DEMAND) / 60 MIN. /HR = 3.13 GPM. 4. 55'F DOMESTIC SUPPLY WATER TEMPERATURE. 5. 1407 DESIGN SUPPLY HOT WATER FOR KITCHEN. 6. 500 GPM X AT = MIN. OUTPUT BTUH REQUIRED AT WATER HEATER. (500)(3.13)(85) = 133.025 BTUH. -- ZURN #1900 SANI -FLOOR RECEPTOR, 12x12x6 ACID RESISTING PORCELAIN ENAMEL INTERIOR AND A.D.A. COMPLIANCE NOTES 1. INSULATE EXPOSED HOT WATER AND WASTE PIPING WITH NEATLY PRE - FORMED INSULATION COVERS BY McGUIRE "PROWRAP ", OR EQUAL 2. FIXTURE MOUNTING HEIGHTS FOR THE PHYSICALLY DISABLED SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT AND OTHER AUTHORITIES HAVING JURISDICTION. MATERIAL SCHEDULE NOTES ABOVE GROUND WATER PIPE - TYPE 'C COPPER WITH WROUGHT COPPER FITTINGS AND "NO -LEAD" SOLDER. 2. BELOW GROUND WATER PIPE - TYPE 'K' COPPER WITH WROUGHT COPPER FITTINGS AND "NO- -LEAD" SOLDER. 3. ALL HOT WATER PIPING SHALL BE INSULATED WITH PRE FORMED FIBERGLASS INSULATION WITH WHITE ALL SERVICE JACKET HAVING AN R -VALUE OF 4.0. 4. SEWER AND VENT PIPE - ABOVE GRADE INSIDE BUILDING SERVICE WEIGHT (HUBLESS) CAST IRON SOIL PIPE AND STAINLESS STEEL NO HUB COUPLINGS. BELOW GRADE INSIDE BUILDING SERVICE WEIGHT ( HUBLESS) CAST IRON SOIL PIPE AND STAINLESS STEEL HUB AND SPIGOT COUPLINGS. BELOW GRADE AND CONCEALED SCHEDULE 40 PVC PIPING WHERE ALLOWED BY CODE AND THE JURISDICTION 5. CONDENSATE DRAIN PIPE - TYPE 'M' COPPER W/"NO -LEAD" SOLDER. INSULATE WITH 1/2" ARMAFLEX PIPE INSULATION OR EQUIVALENT. 6. SUPPORT PIPING WITH CLEVIS OR SPLIT RING TYPE PIPE HANGERS 3/8" ALL THREAD ROD AND BEAM CLAMPS. "PLUMBERS TAPE AND WIRE" NOT PERMITTED. 1. 7. GAS PIPE - SCHEDULE 40 BLACK STEEL WITH MALLEABLE IRON FITTINGS. 8. NO PVC PLUMBING PIPES ARE ALLOWED FOR INSTALLATION UNLESS APPROVED BY THE JURISDICTION HAVING AUTHORITY. • y ,) 1. PLU- ;A`:' AL NOTES 1. NOTE: FOR THE PURPOSE OF CLEARNESS AND LEGIBILITY, THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND ALTHOUGH SIZES AND LOCATIONS OF EQUIPMENT ARE DRAWN TO SCALE WHEREVER POSSIBLE, THE CONTRACTOR SHALL MAKE USE OF ALL DATA IN ALL OF THE CONTRACT DOCUMENTS AND VERIFY THI5 INFORMATION PRIOR TO ORDERING, FABRICATING OR INSTAWNG ANY MATERIALS. 2. THE PLUMBING SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL CONFORM TO ALL FEDERAL, STATE AND LOCAL CODES AND AUTHORITIES HAVING JURISDICTION. 3. PLUMBING QUALITY, WEIGHTS OF MATERIALS AND ALTERNATE METHODS OF CONSTRUCTION SHALL CONFORM TO THE 2006 UNIFORM PLUMBING CODE. 4. CONTRACTOR SHALL COORDINATE ALL WORK SHOWN ON THESE DRAWINGS AND SPECIFICATIONS WITH ALL DISCIPLINES AND TRADES PRIOR TO SUBMITTAL OF BID AND INSTALLATION OF SYSTEM. 5. THE PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND LABOR (INCLUDING THE COMPLETE PLUMBING SYSTEM) FOR A PERIOD OF ONE YEAR FROM WRITTEN ACCEPTANCE BY THE OWNER. ANY DEFECTS IN MATERIALS AND OR LABOR FOUND WITHIN THE GUARANTEE PERIOD SHALL BE REMEDIED OR REPAIRED BY THIS CONTRACTOR IN A TIMELY FASHION, AT NO COST TO THE OWNER. 6. ALL PLUMBING FIXTURE LOCATIONS (WATER CLOSETS, LAVATORIES ETC.) ARE DIAGRAMMATIC AND CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR ADA COMPLIANT FIXTURES, EXACT LOCATIONS, MOUNTING HEIGHTS AND COLOR. 7. ANY DEVIATIONS FROM THE DRAWINGS OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTAL OF BID AND FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS. SUBMITTAL OF BID WILL VERIFY THAT THE CONTRACTOR HAS VISITED THE SITE. 9. PIPING SHALL BE INSTALLED PARALLEL TO BUILDING LINES AND SUPPORTED AND ANCHORED AS REQUIRED TO FACILITATE EXPANSION AND CONTRACTION. THE INSTALLATION SHALL MEET ALL CONSTRUCTION CONDITIONS AND ALLOW FOR THE INSTALLATION OF OTHER TRADES. 10. TRAP PRIMERS FOR FLOOR DRAINS AND FLOOR SINKS AND WATER HAMMER ARRESTORS TO BE INSTALLED AS PER THE 2006 UNIFORM PLUMBING CODE AND THE LATEST EDITION OF THE AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE 1010) SIZING AND INSTALLATION REQUIREMENTS. 11. ALL VALVES, TRAP PRIMERS, WATER HAMMER ARRESTORS OR OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE NON - ACCESSIBLE CEILINGS SHALL BE INSTALLED BEHIND AN ACCESS PANEL 12. ALL SERVICE WATER HEATING EQUIPMENT TO BE IN COMPLIANCE WITH THE STATE OF CALIFORNIA 1111.E 24 ENERGY CODE REQUIREMENTS AND LABELED AS SUCH. 13. ALL ITEMS PROJECTING THROUGH THE ROOF SHALL BE FLASHED THROUGH CURBS OR PIPE SEALS A MINIMUM OF 12" ABOVE THE ROOF. THE PIPE CURBS AND SEALS SHALL BE INSTALLED BY THE ROOFING CONTRACTOR. ENSURE THAT AMPLE BOOT OPENINGS ARE PROVIDED TO ACCOMMODATE ANY ELECTRICAL CONDUIT PENETRATIONS REQUIRED FOR POWER. 14. ALL WATER PIPING TO BE INSULATED AS PER INTERNATIONAL ENERGY CONSERVATION CODE REQUIREMENTS: PIPE SIZE INSULATION THICKNESS INSULATION VALUE 1/2" THRU 1 -1/4" 1/2" R = 4.0 1- 1 /2 "TNRU2" 1" R= 6.0 15. CONTRACTOR TO REFER TO PLUMBING FIXTURE SCHEDULE FOR INDIVIDUAL WASTE, VENT & WATER CONNECTION SIZES AT EACH PLUMBING FIXTURE 16. ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE AND LOCATED AS PER CODE REQUIREMENTS. THE CONTRACTOR SHALL COORDINATE ALL CLEAN OUT LOCATIONS WITH EQUIPMENT, MILLWORK, ETC., PRIOR TO INSTALLATION. 17. ALL PLUMBING FIXTURE VENTS TO TERMINATE A MINIMUM OF 12 INCHES FROM ANY VERTICAL SURFACE AND 10' -0" FROM OR 3' -0" ABOVE ANY MECHANICAL EQUIPMENT OUTSIDE AIR INTAKE 18. ALL VALVES, UNIONS, ETC. TO BE SAME SIZE AS CONNECTED SUPPLY UNE UNLESS OTHERWISE NOTED ON DRAWINGS. 19. UNIONS SHALL BE PROVIDED AND INSTALIID AFTER EACH SCREW -TYPE VALVE AND PRIOR TO EQUIPMENT CONNECTIONS. 20. ALL UNDERGROUND METALLIC PIPE AND FITTINGS SHALL BE PROTECTED IN ACCORDANCE WITH THE SOILS ENGINEER'S RECOMMENDATIONS. 21. NO PIPING SHALL BE DIRECTLY EMBEDDED IN CONCRETE, MASONRY WALLS, OR CONCRETE FOOTINGS. 22 THE PLUMBING CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR ALL POINTS OF CONNECTION WITH THE GENERAL CONTRACTOR AND OTHER TRADES PRIOR TO START OF WORK. 23. VERIFY EXACT LOCATIONS, DEPTH AND SIZE OF ALL PIPING TO WHICH CONNECTIONS ARE REQUIRED. COORDINATE ALL CONNECTIONS WITH SITE CONDITIONS AND SITE UTILITY CONTRACTOR/ REPRESENTATIVE. 24. ALL HORIZONTAL PIPING LINES EXTENDED AND CONNECTED TO EQUIPMENT SHALL BE RUN AT THE HIGHEST POSSIBLE ELEVATIONS AND NOT LESS THAN 6" ABOVE THE FLOOR TO PROVIDE CLEARANCE FOR CLEANING. 25. ALL CUTTING OF EXISTING PAVING, WALKS AND /OR FLOORS SHALL UTILIZE MACHINE SAW CUTTING EQUIPMENT. HOLES FOR PIPES IN CONCRETE WALLS OR FLOORS SHALL UTILIZE CORE DRIWNG EQUIPMENT. COORDINATE WITH ARCHITECTURAL DETAILS FOR FLOOR CUTTING AND PATCHING. 26. THE PLUMBING CONTRACTOR IS TO PROVIDE ALL ADDITIONAL STEEL, HANGER MATERIALS, RODS AND CLAMPS AS REQUIRED FOR COORDINATION WITH WORK OF OTHER TRADES. 27. PIPING LAYOUT IS SCHEMATIC ONLY, EXACT ROUTING AND INSTALLATION OF PIPES TO BE COORDINATED WITH THE BUILDING STRUCTURE AND THE WORK OF OTHER CONTRACTORS. 28. NO LIQUID TRANSMISSION PLUMBING PIPING SHALL BE INSTALLED ABOVE ELECTRICAL SWITCH GEAR, EQUIPMENT, OR PANELS. MAKE ADJUSTMENTS NECESSARY TO REROUTE PIPING FOR ACTUAL INSTALLATION OF ELECTRIC EQUIPMENT. 29. WHENEVER FOUNDATION WALLS, EXTERIOR WALLS, ROOFS, ETC. ARE PENETRATED FOR THE INSTALLATION OF PLUMBING SYSTEMS, THEY SHALL BE PATCHED TO MATCH EXISTING CONSTRUCTION AND SEALED WEATHER TIGHT. 30. PLUMBING CONTRACTOR SHALL BE ON SITE AND PRESENT AT THE DATE OF STORE TURNOVER. 31. THE ROOFING CONTRACTOR SHALL BE BONDED AND APPROVED BY THE LANDLORD. ALL ROOF PENETRATIONS, FLASHING, AND COUNTER - FLASHING SHALL BE PERFORMED BY THE ROOFING CONTRACTOR. PLUMBING SEISMIC NOTES ALL ANCHORAGE AND /OR SEISMIC RESTRAINTS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. 2. APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACE. THE ANCHORAGE AND/ OR SEISMIC RESTRAINTS FOR APPLIANCES SHALL BE DESIGNED AND CONSTRUCTED TO SUSTAIN VERTICAL AND HORIZONTAL LOADS WITHIN THE STRESS LIMITATIONS SPECIFIED IN THE 2006 INTERNATIONAL BUILDING CODE 3. FURNISH AND INSTALL SEISMIC BRACING BASED ON APPROPRIATE SEISMIC ZONE REQUIREMENTS PER 2006 UNIFORM PLUMBING CODE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE DETAILS AND DESIGN COMPLETE WITH A STRUCTURAL ENGINEER'S CERTIFICATION TO BE SUBMITTED FOR PERMITTING. 4. PLUMBING CONTRACTOR SHALL COORDINATE REQUIREMENTS OF AN EARTHQUAKE ACTUATED AUTOMATIC (EAA) EMERGENCY GAS SHUT -OFF VALVE WITH THE LOCAL UTILITY COMPANY AND APPLICABLE CODES. EAA SHALL BE INSTALLED ON THE DISCHARGE SIDE OF THE GAS METER. 5. PIPES SUPPORTED BY A TRAPEZE, WHERE NOT INDIVIDUALLY REQUIRING BRACING, NEED NOT BE BRACED IF CONNECTIONS TO THE PIPE OR DIRECTIONAL CHANGES DO NOT RESTRICT MOVEMENT OF THE TRAPEZE. IF THIS FLEXIBILITY IS NOT PROVIDED, BRACING IS REQUIRED WHEN THE COMBINED OPERATING WEIGHT OF ALL ELEMENTS SUPPORTED BY THE TRAPEZE IS 10 LBS /FT OR GREATER. 6. SEISMIC RESTRAINTS ARE REQUIRED FOR THE FOLLOWING INSTALLATIONS: A) ALL FLOOR OR ROOF MOUNTED EQUIPMENT WEIGHING 400 LBS. OR GREATER. B) ALL SUSPENDED OR WALL MOUNTED EQUIPMENT WEIGHING 20 LBS. OR GREATER. C) ALL VIBRATION ISOLATION EQUIPMENT WEIGHING 20 LBS. OR GREATER. D) ALL PIPING 1 -1/4" NOMINAL DIAMETER AND LARGER LOCATED IN THE KITCHEN. E) ALL PIPING 2 -1/2" NOMINAL DIAMETER AND LARGER. ,.P Carters INLINE CARTER & BURGESS. INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 --4925 EXPIRES: 04 - 2008 02.22.2008 co cc co acc co w i z M 11U I- w � ® � LU 0 iL o LU I- 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 C &B JOB NUMBER: 024203.014 DATE ISSUED: 01 -25 -05 FOR PERMIT ISSUES: HEALTH DEPT PERMIT 11 /30/07 01 /25/08 REVISIONS: nCITY PLMB CMNTS 2/21/08 SHEET CONTENTS: PLUMBING SCHEDULES SHEET NUMBER: P3.0 PLUMBING ROUGH -IN -SIZE FIXTURE SCHEDULE MARK FIXTURE DESCRIPTION REMARKS S/W V CW HW WC -1 WATER CLOSET 4" 2" 1 1/2" - AMERICAN STANDARD 'MADERA' #2234.015 FLOOR MOUNTED, FLUSH VALVE, WHITE VITREOUS CHINA, 1.6 GPF SIPHON JET BOWL, 1 1/2" TOP SPUD CONNECTION, BOLT CAPS. INCLUDE SLOAN ROYAL II #111 EXPOSED TOP SPUD MANUAL FLUSH VALVE, BEMIS #1055 WHITE ELONGATED OPEN FRONT SEAT, LESS COVER, WITH CHECK HINGE STOPS. SECURELY TIGHTEN SEAT AT INSTALLATION. WC -2 WATER CLOSET (ADA) 4" 2" 1 1/2" - AMERICAN STANDARD 'MADERA' 0043.102 ADA COMPLIANT FLOOR MOUNTED, FLUSH VALVE, WHITE VITREOUS CHINA, 1.6 GPF SIPHON JET BOWL, 1 1/2" TOP SPUD CONNECTION, BOLT CAPS. INCLUDE SLOAN ROYAL II #111 EXPOSED TOP SPUD MANUAL FLUSH VALVE, BEMIS #1055 WHITE ELONGATED OPEN FRONT SEAT, LESS COVER, WITH CHECK HINGE STOPS. SECURELY TIGHTEN SEAT AT INSTALLATION. UR -1 (ADA) 2" 1 1/2" 3/4" - AMERICAN STANDARD 'STALLBROOK' #6400.014 SLOPING FRONT STALL TYPE, WHITE VITREOUS CHINA, 1.0 GPF, 3/4" TOP SPUD CONNECTION. INCLUDE SLOAN ROYAL II #186- 1.0 -ES.S BAIIER'Y POWERED EXPOSED TOP SPUD ELECTRONIC FLUSH VALVE, AND CONCEALED WALL CARRIER. LAV- -1 LAVATORY (ADA) 2 " 1 1/2" 1/2" 1/2" AMERICAN STANDARD 'OVALYN' #0495.221 UNDER - COUNTER MOUNT WHITE VITREOUS CHINA. INCLUDE SLOAN 'ALTIMA' SINGLE FAUCET WITH BATTERY POWERED ELECTRONIC SENSOR, OFF -SET GRID DRAIN, BRASSCRAFT *COMMERCIAL" RIGID SUPPLIES, ANGLE STOPS, AND CHROME PLATED 17GA. LA. PATTERN CAST BRASS P -TRAP WITH SECURED ESCUTCHEON. P -TRAP AND WATER SUPPLIES SHALL BE WRAPPED WITH TRUEBRO LAVGUARD #102 FOR HANDICAP PROTECTION. LAV -2 LAVATORY (ADA) 2 " 1 1/2 " 1/2 " 1/2 " AMERICAN STANDARD 'LUCERNE' #0355.012 WALL HUNG WHITE VITREOUS CHINA. INCLUDE CONCEALED ARM CARRIER, DELTA #541WF FAUCET, OFF -SET GRID DRAIN, BRASSCRAFT COMMERCIAL RIGID SUPPLIES, ANGLE STOPS, AND CHROME PLATED 17GA. LA. PATTERN CAST BRASS P -TRAP WITH SECURED ESCUTCHEON. P -TRAP AND WATER SUPPLIES SHALL BE WRAPPED WITH TRUEBRO LAVGUARD #102 FOR HANDICAP PROTECTION. FD -1 FLOOR DRAIN UNE SIZED 1 1/2" - _ ZURN #415 TYPE 'C' HINGED STRAINER, 8 "0 NICKEL BRONZE GRATE, CAST IRON BODY, CONVERTIBLE MEMBRANE CLAMP, AND ADJUSTABLE COLLAR, AND TRAP PRIMER CONNECTION. FD -2 FLOOR DRAIN UNE SIZED 1 1/2" - _ ZURN #415 TYPE 'S' STRAINER, 5" SQUARE NICKEL BRONZE GRATE, CAST IRON BODY, CONVERTIBLE MEMBRANE CLAMP, ADJUSTABLE COLLAR, AND TRAP PRIMER CONNECTION. FS -1 FLOOR SINK 3" 2" 1/2" -- ZURN #1900 SANI -FLOOR RECEPTOR, 12x12x6 ACID RESISTING PORCELAIN ENAMEL INTERIOR AND TOP, CAST IRON BODY, SQUARE SLOI ILO LIGHT DUTY GRATE, AND WHITE ABS DOME STRAINER. COORDINATE GRATE CONFIGURATION WITH KITCHEN ROUGH IN PLANS. FCC) FLOOR CLEANOUT UNE SIZED - - ZURN #1400 ADJUSTABLE FLOOR CLEANOUT, DURA - COATED CAST IRON BODY, GAS AND WATER TIGHT TAPERED THREAD PLUG, AND 5 "0 ROUND POLISHED NICKEL BRONZE TOP. WCO WALL CLEANOUT UNE SIZED - - - ZURN #1443 SQUARE WALL CLEANOUT, DURA - COATED CAST IRON BODY, GAS AND WATER TIGHT TAPERED THREAD PLUG, AND NICKEL BRONZE SECURED SQUARE, SMOOTH WALL ACCESS COVER AND FRAME. SS -1 SERVICE E 3" 2" 3/4 3/4" SERVICE SINK SHALL BE PROVIDED BY OTHERS. THE PLUMBING CONTRACTOR SHALL PROVIDE FIAT CC MOP RACE, HOOK AND T EAD�ON SPOU 832 AA HOSE BREAKER, BRACKET AND STOPS, HANGER. HB -1 HOSE BIBS - - SIZED - WOODFORD #B65 --C (BR) AUTOMATIC DRAINING FREEZELESS WALL FAUCET ENCLOSED IN A FLUSH MOUNTED WALL BOX, WITH ANTI - SIPHON INTEGRAL VACUUM BREAKER AND ROUGH BRASS FINISH. INSTALL BOTTOM OF WALL BOX 20" ABOVE FINISHED GRADE (UNO). HB -2 H05E BIBS - _ LINE SIZED UNE SIZED WOODFORD #24-C (BR) AUTOMATIC DRAINING WALL FAUCET WITH ANTI -- SIPHON INTEGRAL VACUUM BREAKER AND ROUGH BRASS FINISH. HB -3 HOSE BIBS _ _ LINE SIZED _ WOODFORD #19 AUTOMATIC DRAINING FREF7Fl FSS WALL FAUCET WITH ANTI- SIPHON INTEGRAL VACUUM BREAKER. RD -1 ROOF DRAIN LINE SIZED - - _ ZURN #125 8 -3/80 ROOF DRAIN, DURA- COATED CAST IRON BODY WITH COMBINATION MEMBRANE FLASHING CLAMP/ GRAVEL GUARD, AND LOW SILHOUETTE CAST IRON DOME. OD-1 OVERFLOW DRAIN LINE SIZED _ _ _ ZURN #125 8 --3/80 ROOF DRAIN, DURA - COATED CAST IRON BODY WITH COMBINATION MEMBRANE FLASHING CLAMP/ GRAVEL GUARD, 2" WATER DAM AND LOW SILHOULI IL CAST IRON DOME. DN�1 DOWNSPOUT NOZZLE SIB - _ _ ZURN #Z199 DOWNSPOUT NO771 F ALL NICKEL BRONZE BODY, WITH OPTIONAL OR NO --HUB INLET AND DECORATIVE FACE OF WALL FLANGE AND OUTLET NOZZLE. A.D.A. COMPLIANCE NOTES 1. INSULATE EXPOSED HOT WATER AND WASTE PIPING WITH NEATLY PRE - FORMED INSULATION COVERS BY McGUIRE "PROWRAP ", OR EQUAL 2. FIXTURE MOUNTING HEIGHTS FOR THE PHYSICALLY DISABLED SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT AND OTHER AUTHORITIES HAVING JURISDICTION. MATERIAL SCHEDULE NOTES ABOVE GROUND WATER PIPE - TYPE 'C COPPER WITH WROUGHT COPPER FITTINGS AND "NO -LEAD" SOLDER. 2. BELOW GROUND WATER PIPE - TYPE 'K' COPPER WITH WROUGHT COPPER FITTINGS AND "NO- -LEAD" SOLDER. 3. ALL HOT WATER PIPING SHALL BE INSULATED WITH PRE FORMED FIBERGLASS INSULATION WITH WHITE ALL SERVICE JACKET HAVING AN R -VALUE OF 4.0. 4. SEWER AND VENT PIPE - ABOVE GRADE INSIDE BUILDING SERVICE WEIGHT (HUBLESS) CAST IRON SOIL PIPE AND STAINLESS STEEL NO HUB COUPLINGS. BELOW GRADE INSIDE BUILDING SERVICE WEIGHT ( HUBLESS) CAST IRON SOIL PIPE AND STAINLESS STEEL HUB AND SPIGOT COUPLINGS. BELOW GRADE AND CONCEALED SCHEDULE 40 PVC PIPING WHERE ALLOWED BY CODE AND THE JURISDICTION 5. CONDENSATE DRAIN PIPE - TYPE 'M' COPPER W/"NO -LEAD" SOLDER. INSULATE WITH 1/2" ARMAFLEX PIPE INSULATION OR EQUIVALENT. 6. SUPPORT PIPING WITH CLEVIS OR SPLIT RING TYPE PIPE HANGERS 3/8" ALL THREAD ROD AND BEAM CLAMPS. "PLUMBERS TAPE AND WIRE" NOT PERMITTED. 1. 7. GAS PIPE - SCHEDULE 40 BLACK STEEL WITH MALLEABLE IRON FITTINGS. 8. NO PVC PLUMBING PIPES ARE ALLOWED FOR INSTALLATION UNLESS APPROVED BY THE JURISDICTION HAVING AUTHORITY. • y ,) 1. PLU- ;A`:' AL NOTES 1. NOTE: FOR THE PURPOSE OF CLEARNESS AND LEGIBILITY, THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND ALTHOUGH SIZES AND LOCATIONS OF EQUIPMENT ARE DRAWN TO SCALE WHEREVER POSSIBLE, THE CONTRACTOR SHALL MAKE USE OF ALL DATA IN ALL OF THE CONTRACT DOCUMENTS AND VERIFY THI5 INFORMATION PRIOR TO ORDERING, FABRICATING OR INSTAWNG ANY MATERIALS. 2. THE PLUMBING SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL CONFORM TO ALL FEDERAL, STATE AND LOCAL CODES AND AUTHORITIES HAVING JURISDICTION. 3. PLUMBING QUALITY, WEIGHTS OF MATERIALS AND ALTERNATE METHODS OF CONSTRUCTION SHALL CONFORM TO THE 2006 UNIFORM PLUMBING CODE. 4. CONTRACTOR SHALL COORDINATE ALL WORK SHOWN ON THESE DRAWINGS AND SPECIFICATIONS WITH ALL DISCIPLINES AND TRADES PRIOR TO SUBMITTAL OF BID AND INSTALLATION OF SYSTEM. 5. THE PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND LABOR (INCLUDING THE COMPLETE PLUMBING SYSTEM) FOR A PERIOD OF ONE YEAR FROM WRITTEN ACCEPTANCE BY THE OWNER. ANY DEFECTS IN MATERIALS AND OR LABOR FOUND WITHIN THE GUARANTEE PERIOD SHALL BE REMEDIED OR REPAIRED BY THIS CONTRACTOR IN A TIMELY FASHION, AT NO COST TO THE OWNER. 6. ALL PLUMBING FIXTURE LOCATIONS (WATER CLOSETS, LAVATORIES ETC.) ARE DIAGRAMMATIC AND CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR ADA COMPLIANT FIXTURES, EXACT LOCATIONS, MOUNTING HEIGHTS AND COLOR. 7. ANY DEVIATIONS FROM THE DRAWINGS OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTAL OF BID AND FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS. SUBMITTAL OF BID WILL VERIFY THAT THE CONTRACTOR HAS VISITED THE SITE. 9. PIPING SHALL BE INSTALLED PARALLEL TO BUILDING LINES AND SUPPORTED AND ANCHORED AS REQUIRED TO FACILITATE EXPANSION AND CONTRACTION. THE INSTALLATION SHALL MEET ALL CONSTRUCTION CONDITIONS AND ALLOW FOR THE INSTALLATION OF OTHER TRADES. 10. TRAP PRIMERS FOR FLOOR DRAINS AND FLOOR SINKS AND WATER HAMMER ARRESTORS TO BE INSTALLED AS PER THE 2006 UNIFORM PLUMBING CODE AND THE LATEST EDITION OF THE AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE 1010) SIZING AND INSTALLATION REQUIREMENTS. 11. ALL VALVES, TRAP PRIMERS, WATER HAMMER ARRESTORS OR OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE NON - ACCESSIBLE CEILINGS SHALL BE INSTALLED BEHIND AN ACCESS PANEL 12. ALL SERVICE WATER HEATING EQUIPMENT TO BE IN COMPLIANCE WITH THE STATE OF CALIFORNIA 1111.E 24 ENERGY CODE REQUIREMENTS AND LABELED AS SUCH. 13. ALL ITEMS PROJECTING THROUGH THE ROOF SHALL BE FLASHED THROUGH CURBS OR PIPE SEALS A MINIMUM OF 12" ABOVE THE ROOF. THE PIPE CURBS AND SEALS SHALL BE INSTALLED BY THE ROOFING CONTRACTOR. ENSURE THAT AMPLE BOOT OPENINGS ARE PROVIDED TO ACCOMMODATE ANY ELECTRICAL CONDUIT PENETRATIONS REQUIRED FOR POWER. 14. ALL WATER PIPING TO BE INSULATED AS PER INTERNATIONAL ENERGY CONSERVATION CODE REQUIREMENTS: PIPE SIZE INSULATION THICKNESS INSULATION VALUE 1/2" THRU 1 -1/4" 1/2" R = 4.0 1- 1 /2 "TNRU2" 1" R= 6.0 15. CONTRACTOR TO REFER TO PLUMBING FIXTURE SCHEDULE FOR INDIVIDUAL WASTE, VENT & WATER CONNECTION SIZES AT EACH PLUMBING FIXTURE 16. ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE AND LOCATED AS PER CODE REQUIREMENTS. THE CONTRACTOR SHALL COORDINATE ALL CLEAN OUT LOCATIONS WITH EQUIPMENT, MILLWORK, ETC., PRIOR TO INSTALLATION. 17. ALL PLUMBING FIXTURE VENTS TO TERMINATE A MINIMUM OF 12 INCHES FROM ANY VERTICAL SURFACE AND 10' -0" FROM OR 3' -0" ABOVE ANY MECHANICAL EQUIPMENT OUTSIDE AIR INTAKE 18. ALL VALVES, UNIONS, ETC. TO BE SAME SIZE AS CONNECTED SUPPLY UNE UNLESS OTHERWISE NOTED ON DRAWINGS. 19. UNIONS SHALL BE PROVIDED AND INSTALIID AFTER EACH SCREW -TYPE VALVE AND PRIOR TO EQUIPMENT CONNECTIONS. 20. ALL UNDERGROUND METALLIC PIPE AND FITTINGS SHALL BE PROTECTED IN ACCORDANCE WITH THE SOILS ENGINEER'S RECOMMENDATIONS. 21. NO PIPING SHALL BE DIRECTLY EMBEDDED IN CONCRETE, MASONRY WALLS, OR CONCRETE FOOTINGS. 22 THE PLUMBING CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR ALL POINTS OF CONNECTION WITH THE GENERAL CONTRACTOR AND OTHER TRADES PRIOR TO START OF WORK. 23. VERIFY EXACT LOCATIONS, DEPTH AND SIZE OF ALL PIPING TO WHICH CONNECTIONS ARE REQUIRED. COORDINATE ALL CONNECTIONS WITH SITE CONDITIONS AND SITE UTILITY CONTRACTOR/ REPRESENTATIVE. 24. ALL HORIZONTAL PIPING LINES EXTENDED AND CONNECTED TO EQUIPMENT SHALL BE RUN AT THE HIGHEST POSSIBLE ELEVATIONS AND NOT LESS THAN 6" ABOVE THE FLOOR TO PROVIDE CLEARANCE FOR CLEANING. 25. ALL CUTTING OF EXISTING PAVING, WALKS AND /OR FLOORS SHALL UTILIZE MACHINE SAW CUTTING EQUIPMENT. HOLES FOR PIPES IN CONCRETE WALLS OR FLOORS SHALL UTILIZE CORE DRIWNG EQUIPMENT. COORDINATE WITH ARCHITECTURAL DETAILS FOR FLOOR CUTTING AND PATCHING. 26. THE PLUMBING CONTRACTOR IS TO PROVIDE ALL ADDITIONAL STEEL, HANGER MATERIALS, RODS AND CLAMPS AS REQUIRED FOR COORDINATION WITH WORK OF OTHER TRADES. 27. PIPING LAYOUT IS SCHEMATIC ONLY, EXACT ROUTING AND INSTALLATION OF PIPES TO BE COORDINATED WITH THE BUILDING STRUCTURE AND THE WORK OF OTHER CONTRACTORS. 28. NO LIQUID TRANSMISSION PLUMBING PIPING SHALL BE INSTALLED ABOVE ELECTRICAL SWITCH GEAR, EQUIPMENT, OR PANELS. MAKE ADJUSTMENTS NECESSARY TO REROUTE PIPING FOR ACTUAL INSTALLATION OF ELECTRIC EQUIPMENT. 29. WHENEVER FOUNDATION WALLS, EXTERIOR WALLS, ROOFS, ETC. ARE PENETRATED FOR THE INSTALLATION OF PLUMBING SYSTEMS, THEY SHALL BE PATCHED TO MATCH EXISTING CONSTRUCTION AND SEALED WEATHER TIGHT. 30. PLUMBING CONTRACTOR SHALL BE ON SITE AND PRESENT AT THE DATE OF STORE TURNOVER. 31. THE ROOFING CONTRACTOR SHALL BE BONDED AND APPROVED BY THE LANDLORD. ALL ROOF PENETRATIONS, FLASHING, AND COUNTER - FLASHING SHALL BE PERFORMED BY THE ROOFING CONTRACTOR. PLUMBING SEISMIC NOTES ALL ANCHORAGE AND /OR SEISMIC RESTRAINTS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. 2. APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACE. THE ANCHORAGE AND/ OR SEISMIC RESTRAINTS FOR APPLIANCES SHALL BE DESIGNED AND CONSTRUCTED TO SUSTAIN VERTICAL AND HORIZONTAL LOADS WITHIN THE STRESS LIMITATIONS SPECIFIED IN THE 2006 INTERNATIONAL BUILDING CODE 3. FURNISH AND INSTALL SEISMIC BRACING BASED ON APPROPRIATE SEISMIC ZONE REQUIREMENTS PER 2006 UNIFORM PLUMBING CODE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE DETAILS AND DESIGN COMPLETE WITH A STRUCTURAL ENGINEER'S CERTIFICATION TO BE SUBMITTED FOR PERMITTING. 4. PLUMBING CONTRACTOR SHALL COORDINATE REQUIREMENTS OF AN EARTHQUAKE ACTUATED AUTOMATIC (EAA) EMERGENCY GAS SHUT -OFF VALVE WITH THE LOCAL UTILITY COMPANY AND APPLICABLE CODES. EAA SHALL BE INSTALLED ON THE DISCHARGE SIDE OF THE GAS METER. 5. PIPES SUPPORTED BY A TRAPEZE, WHERE NOT INDIVIDUALLY REQUIRING BRACING, NEED NOT BE BRACED IF CONNECTIONS TO THE PIPE OR DIRECTIONAL CHANGES DO NOT RESTRICT MOVEMENT OF THE TRAPEZE. IF THIS FLEXIBILITY IS NOT PROVIDED, BRACING IS REQUIRED WHEN THE COMBINED OPERATING WEIGHT OF ALL ELEMENTS SUPPORTED BY THE TRAPEZE IS 10 LBS /FT OR GREATER. 6. SEISMIC RESTRAINTS ARE REQUIRED FOR THE FOLLOWING INSTALLATIONS: A) ALL FLOOR OR ROOF MOUNTED EQUIPMENT WEIGHING 400 LBS. OR GREATER. B) ALL SUSPENDED OR WALL MOUNTED EQUIPMENT WEIGHING 20 LBS. OR GREATER. C) ALL VIBRATION ISOLATION EQUIPMENT WEIGHING 20 LBS. OR GREATER. D) ALL PIPING 1 -1/4" NOMINAL DIAMETER AND LARGER LOCATED IN THE KITCHEN. E) ALL PIPING 2 -1/2" NOMINAL DIAMETER AND LARGER. ,.P Carters INLINE CARTER & BURGESS. INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 --4925 EXPIRES: 04 - 2008 02.22.2008 co cc co acc co w i z M 11U I- w � ® � LU 0 iL o LU I- 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 C &B JOB NUMBER: 024203.014 DATE ISSUED: 01 -25 -05 FOR PERMIT ISSUES: HEALTH DEPT PERMIT 11 /30/07 01 /25/08 REVISIONS: nCITY PLMB CMNTS 2/21/08 SHEET CONTENTS: PLUMBING SCHEDULES SHEET NUMBER: P3.0 FLOOR DRAIN WITH TRAP PRIMER CONNECTION (TYPICAL) 1 2 CW UNE PIPE PENETRATIONS IN COVER MAY EXTEND AS I 18" 1 8 4" CONCRETE PAD WASTE OR VENT CABINETRY TO BE SEALED WITH FLEXIBLE SEALER - , DRAIN UNE TO , � lI WATER LINE PIPE ?' r"" I ACCESS PANEL �; ` SHUT -OFF VALVE TRAP PRIMER VALVE x x 1" ABV. FIN. GRADE ADJUSTABLE TYPE - CLEANOUT PLUG ..T FIN. FLOOR -- _ _ • . _ M1 " ,__.. __. _ _ -- ` '; ` !I �■■i� -- _ -._ -- -- -- _ _ _ 9 - . FINISHED GRADE CLEANOUT DISCHARGE INDIRECTLY DIA FLOOR DRAIN WITH TRAP PRIMER CONNECTION (TYPICAL) n I MIN. SIZE T E FINISHED FLOOR ,,...:.. _..r. ... _ " • : CLEANOUT TEE FINISHED FLOO VARIES //\,,>,,,:\.,,,, ;� !��!�� / . /i � -,. ;::::,>7:4\.\--,:- /; STAINL STEE ACCESS COVER Wllli r F FLOOR • GRATE MOUNT . DISTRIBUTION UNIT pl-H VAND PROO COUNTERSUNK SCREW MIN. SIZE VENT 1/2" CW -- Z--. FIXTURE FLUSH WITH FINISHED FLOO FINISHED FLOOR -- :: ;.$:,; ��_::- : FINIS FLOOR---1 , - T ,•r LINE FLASHING • • III - - ADJUSTING COLLAR 'I • . FLOOR SLAB _ .. _.:: • :r■■�; FLASHING AIR IA GAP = 2x DIA. - - MINIMUM E ;" .r: ,:F - ,Y ,. - -- - .=-- �..; . a • d • - . ... ■. - ! - -.. _ ; .... • ; _._ 4" 4 MINIMUM SEWER LATERAL SIZE CLEANOUT ANOUT AND BODY. FLOW PLUG SEE SPECS. MI SER J - a - MA 1/8 BEND FULL SIZE, 4" MAX. PLUG IF END OF UNE . i °. . _._. - o- - FLOOR SLAB 1/8 --BEND FITTING ea FULL SIZE WASTE LINE (LENGTH AS ) DETAIL FLOOR SLAB REQUIRED) PLUG IF END OF LINE ♦ - .411® FLOW SANITARY SYSTEM (TYPICAL) 1 KITCHEN FLOOR DRAIN DETAIL M k/ 6 DOUBLE CLEANOUT DETAIL ,:i 1 SINK 45' WYE FITTING . 4 SANITARY FLOOR CLEANOUT DETAIL GREASY WASTE (TYPICAL) 3 FLOOR F LOW SYSTEM (TYPICAL) 2 RESTROOM FLOOR DRAIN DETAIL MI I_i 5 WALL CLEANOUT DETAIL P4.0 SCALE: NOT TO SCALE P4.0 SCALE: NOT TO SCALE P4.0 SCALE NOT TO SCALE P4.0 SCALE NOT TO SCALE P4.0 SCALE NOT TO SCALE P4.0 SCALE NOT TO SCALE ROOF __ .. ` - - - � i.. � ; -= -^ ROOFTOP j UNIT SQUARE CONDENSATE DRAIN PAN DRAIN UNE TO BE SLOPED HEAD PLUG 1/4" MIN. PER FOOT TO AIR VENT APPROVED RECEPTOR OR SPLASH BLOCK (WHERE LL CONDUIT (PROVIDED BY OTHERS) 12 INSTANTANEOUS 3/4" NPT FITTINGS WALL TANKLESS WATER WATER MOUNTED ELECTRIC HEATER ' • :- HEATER HOT WATER TO SINK `► COLD WATER SUPPLY " FROM 1/2 3 - WAY ANGLE STOP VALVE. DETAIL GAS PIPING BELOW _ _. . _ _ _.... ROOF ASSEMBLY PIPE REDUCER FROM BRANCH 7-TO RTU INLET PIPE SIZE TO UNIT CONNECTION - CONNECTION SIZE, AT UNIT CONNECTION STUB 3 4" CW SUPPLY. / REFER TO SHEET P1.2 FOR / i CONTINUATION -` / - - -- - - - _ _... � - - -- -- C] ALL FITTINGS ARE 17GA AND CHROME PLATED. (TYPICAL) . . r - WALL .... GAS PIPING DOWN IN WALL. PIPE WITHOUT UNIONS OR j I _ - PIPE WITHOUT UNIONS OR VALVES IN CEILING SPACE ■ UL AND CSA APPROVED GAS DIELECTRIC SHUT QFI VALVE LAVATORY OR SINK � I CONDENSATE DRAIN FROM A/C UNIT(S) ALLOWED) EXHAUST HOOD - \LAY - -IN CEILING --GAS SHUT -OFF VALVE el MAY METAL ;NIIII ,4 BE PRESSURE -' TREATED 2x14 ROOF DECK ` � I '� 1 i , ir C. �� � �_ .'� \ \\ \ > \ i '_-=`- - �, I ' l I -_ ' BACK INDICATED PREFABRICATED ROO FING ROOFING �� - - _ , FLOW PREVENTER WHERE ON PLANS CURB. ALL AND FLASHING SHALL CONTRACTOR BUILT -UP ROOFING -� . �� INSULATION 1 , I - i , \, j& ,i UNION ROOF � • - .. .�. �► 1 � COPPER IN - ABOVE LAY IN CEILING, PROVIDED BY HOOD FIRE SUPPRESSION SYSTEM BY F.P.C. TYPICAL 6" DIRT LEG TO 6" ABOVE FLOOR FLOOR �� f III.. ` " " " i• 1" COPPER ::: FLOW ANCE UNTED PARALLEL TO WALL FURNISHED BY KES AND INSTALLED BY PLUMBING CONTRACTOR (TYP) PROVIDE APPROVED NATURAL MANUAL VALVE, FLEXIBLE PIPING, AND QUICK DISCONNECT MOUNTED IN ACCESSIBLE BEHIND EQUIPMENT. 8 KITCHEN � I I I I 1 1 /2 x 1 1 /2 x 1 TEE- 1/2" 'P' 1 1/2P TRAP WITH C.Q. 1 1 2" / TRAP . 6" LONG DIRT LEG FULL EW■ SHOWN TI ADJUST AS TO SUIT ACTUAL DETAIL SIZE OF BRANCH PIPE MINIMUM 3" ABOVE ROOF � t►• CHROME PLATED ESCUTCHEON ARM ' � NOTES: Li ON INITIAL START -UP. DRAIN CONNECTION. = 2" B = (2 X NEC. S.P.) = 4" CONDENSATE DRAIN DETAIL REFER TO STRUCTURAL DRAWINGS FOR PROPOSED FRAMrvG INFORMATION 9 ROOFCURB I ' ' �� STEEL JOIST _ .. ' BIBB DETAIL NO 1. FILL TRAP MANUALLY 2. TRAP EACH COMPONENT 3. A = NEC. S.P. 10 FROM GAS SUPPLY - " F PIPING ARRANGEMENT (UNDER ROOF IS SCHEMATIC. REQUIRED CONDITIONS. 7 RTU GAS CONNECTION GAS AS PROVIDE LINE SIZED APPROVED GAS GAS PIPING TEE ON CONCEALED PIPING IN WALL, LOCATION FOR APPLIANCE CONNECTION. EQUIP. GAS CONNECTION _" HOSE ®® EMPLOYEE RESTROOM OM 11 LAVATORY TAILPIECE DETAIL P4.0 SCALE: NOT TO SCALE P4.0 SCALE NOT TO SCALE P4.0 SCALE: NOT TO SCALE P4.0 SCALE: NOT TO SCALE P4.0 SCALE: NOT TO SCALE P4.0 SCALE: NOT TO SCALE 2" HOT WATER SUPPLY 3 4 " HOT NOTES: TO BE AS SHOWN ON PLANS AND EXTENDED FULL WATER HEATER CONNECTION AND W/ FULL SIZE VALVE. PLANS FOR EXACT LOCATION OF DROPS TO WATER HEATERS. SWING CHECK VALVE IN GRAVITY CLOSED POSITION. RELIEF VALVES TO APPROVED RECEPTOR. SUPPLY & INSTALL FACTORY APPROVED INSULATION ON STORAGE TANK. MECHANICAL PLANS FOR PROPOSED ROUTING OF AIR DUCTING. HIGH WATER LEVEL RIM OF SINK OR THE COU NT ER TO g0' HIGH AS POSSIBLE BRING VENT UP AS 2006 VENT UP WITH IN WALL WALL CLEANOUT � • ° . " • . . • ° - ` i. i, , : f:; _, r it.. r ,. �� .f ��' �. Y '' " r` , 'II i.. ;. ffl I I 1. PIPE SIZES SIZE TO 2. REFER TO 3. PLUMB / WATER RETURN Ii -N\ ,i UNE SIZED BALANCING VALVE INLINE HOT WATER RECIRCULATION PUMP It G _� W 2" � � -. \ \ I ,' 4. PIPE ALL 5. P.C. SHALL BLANKET . . - 6. REFER TO G COMBUSTION SINK 45• (TYPICAL) VENTING FOR ISLAND FIXTURES ■ No■ SHALL COMPLY WITH THE IM UNIFORM PLUMBING CODE CVd I ■ �- BP -1 ■ I - " C WASHINGTON AMENDMENTS. -� Nom I I CLEANOUT ° • ° • ;' ° . �--° INSTALL UNE SIZED WASTE I I I I I (VENT FOOT VENT CLEANOUT BELOW FLOOR BYPASS VALVE P WITH LINE SIZED CHECK VALVE. (TYP) 2" COLD WATER SUPPLY POTABLE WATER j I' �- - FACTORY EQUIPPED h., Ilk ASME RATED 4. TEMPERATURE INSTAL L YP BASS LOOP I 11 2 PROVIDE STUB WITH LINE SIZED 150LAT1ON VALVE AND WATER TIGHT CAP ( Ti 2 " FOR INSTA OF BOOSTER PUMP, ONLY AS REQUIRED PROVIDE STUB WITH UNE i' SIZED ISOLATION VALVE AND WATER TIGHT CAP FOR FUTURE CONNECTION NC (NORMALLY CLOSED) EXPANSION TANK . 1 /2" I I � NC CLOSED) FOR (NORMALLY FUTURE CONNECTION I 2 ° ( ) FINISHED FLOOR I PROVIDE 1/8" THICK X 2 "W. 22 GA. STEEL STRAP SECURED TO 3/8" THICK X 6 "W. STEEL PLATE ANCHORED TO MINIMUM (4) STUDS W/ I BOLTSFORSTEELSTUDSCREWS (NUTS 5). 13 ELECTRIC I ESSURE RELIEF ' �`- VALVE (TYP FOR 2) CONCRETE HOUSEKEEPING PAD ■■■ ° - , e ,. •. - °' j 2 " -- C�IW- - - j ° . '. :', ° • • • • . , . . • • .4. .° ° 1 NO (NORMALLY NO (NORMALLY "J OPEN) OPEN) ° 1 1/2" LINE SIZED VALVE. (TYP) LINE SIZED UNION. (TYP) (PROVIDED BY OTHERS) _ ° : • �d BALL ,, " Y ° FITTING • " . ° b DIELECTRIC WATER HEATER PIPING DETAIL 15 IN -LINE BOOSTER PUMP PIPING SCHEMATIC = 14 ISLAND VENTING DETAIL P4.0 SCALE NOT TO SCALE P4.0 SCALE: NOT TO SCALE P4.0 SCALE: NOT TO SCALE FUSED DISCONNECT. COORDINATE POWER REQUIREMENTS WITH ELECTRICAL CONTRACTOR. NOTE: THIS EQUIPMENT TO SATISFY THE WATER THE FIXTURES/ EQUIPMENT DISTRIBUTION PRESSURE CONTACT THE OWNER'S AND ISSUANCE OF PPP SHALL ONLY BE INSTALLED AS REQUIRED SUPPLY PRESSURE REQUIREMENTS FOR IN THE FACILITY (MINIMUM REQUIRED OF 65 PSI). CONTRACTOR SHALL CONSTRUCTION MANAGER FOR APPROVAL DIRECTION. 9 , I POWER CONNECTION (2 TYP) UL LISTED JUNCTION BOX (2 TYP) CONDUIT (TYP) GROUND FAULT PROTECTION DEVICE CONNECTED TO 30 AMP, 208/277 VAC CB, BY ELECT CONTRACTOR (2 TYP) NOTE DETAIL SHOWN IS ADAPTED FROM SHEET M6.0 -3/ DETAIL 111 AS DEVELOPED BY CDiENGINEERS AND MADE AVAILABLE BY WESTFIELD DESIGN AND CONSTRUCTION - HANDHOL.E ACCESSIBLE JUNCTION BOX FLUSH WITH GRADE E ND SEAL GREASE INTERCEPTOR HANGER NOTE DETAIL SHOWN IS ADAPTED FROM SHEET M6.0 -2/ DETAIL 18 AS DEVELOPED BY LOCKING NUT CDiENGINEERS AND MADE AVAILABLE BY WESTFIELD DESIGN AND CONSTRUCTION • ROD CABLE BRACING . •�.. PIPE HANGER ROD CUP 1 SUPPORT NUT HEAVY DUTY CLEVIS I' HANGER 16 GAGE ZINC COATED SHEET STEEL SADDLE AT LEAST 12" LONG CABLE BRACING THE I i PIPE Ji CLEVIS HANGER WITH , EXPANSION TANK ' I BOOSTER III GRADE PUMP HANGER ROD BR1 FLEX CONDUIT FLOOR I ......... FLOOR PIPE CLAMP 6 "GW CAST 2' -0" IRON PIPE INSULATED CONDUIT „■ • CHANNEL • BRACE • I PIPE HANGER CLIP \ \ A,. LOCKING NUT SUPPORT NUT HEAVY DUTY CLEVIS r PRESSURE SWITCH PRESSURE MIN �ROD C=-----!- DOMESTIC WATER SERVICE GAUGE LINE (REFER TO SHEET P1.2 FOR SIZE AND LOCATION) SEE PLANS GAUGE �� --- ;::;; _ p • PIPE / ` FOR XL-TRACE-CT HEATING CABLE ALONG BOTTOM PIPE, TWO REQUIRED HORIZONTAL PIPING, CABLE AT THE 4 O'CLOCK POSITIONS 1 BELOW GRADE, 3" CLOSED OF CELL WATERPROOF THERMAL FOR INSULATION WITH INSTALL WATERPROOF COVER AND 8 HEATING CABLE BELOW GRADE I /4 CONTINUATION CLEVIS HANGER WITH JP"' SHEET STEEL SADDLE AT LEAST 12" LONG 1111 CHANNEL BRACING • Y- STRAINER SHUT OFF VALVE (TYP) CHECK HOSE PRESSURE VALVE RELIEF BIBB VALVE 16 BOOSTER PUMP DETAIL 18 RE C7 RGC7 =Tvr.o Cr-se r +. 7, . ;,fi FFB 2 ■: ?VP SEISMIC PIPE SUPPORTS , ,..:.,,::, P4.0 , SCALE NOT TO SCALE P4.0 SCALE: NOT TO SCALE P4.0 SCALE: NOT TO SCALE Carrera e s CARTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 EXPIRES: 04 - 2008 REVISIONS: 02.22.2008 00 C 0) Uri M Lu 0 CD 0 c o w O co co u j 'c F- I- 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 INLINE C&B JOB NUMBER: 024203.014 DATE ISSUED: 01 -25 -08 FOR PERMIT ISSUES: HEALTH DEPT 11/30/07 PERMIT 01 /25/08 SHEET CONTENTS: PLUMBING DETAILS SHEET NUMBER: P4.0 ..A A AAANYN lArAAAA16