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Permit PG07-272 - PANDA EXPRESS
ghg go ummixr 001 aLLS Ad }IE1LLNE13HJLROS OOTLT ssaucTxa VUNVJ Parcel No.: 2623049081 Address: Suite No: Value of Plumbing /Gas Piping: Fees Collected: Urinals Water Closet doc: UPC -10/06 City -if 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 17100 SOUTHCENTER PY TUKW Tenant: Name: PANDA EXPRESS Address: 17100 SOUTHCENTER PY SUITE 100 , TUKWILA WA Owner: Name: WIG PROPERTIES LLC -SS Address: 4811 134TH PL SE , BELLEVUE WA Contact Person: Name: LUPE SANDOVAL Address: 1127 E OLIVE AV , FRESNO CA Contractor: Name: BIENER PLUMBING Address: 4033 UNION AVE , TACOMA WA Contractor License No: BIENEP* 190BP DESCRIPTION OF WORK: PLUMBING AND GAS PIPING FOR NEW TI $40,500.00 $406.25 Plumbing Bathtub or combination bath/shower 0 Bidet 0 Clothes washer, domestic 0 Dental unit, cuspidor 0 Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks PLUMBING /GAS PIPING PERMIT rIXTURE TYPE AND OUANTITY * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Phone: Phone: 559 268 -2711 Phone: 206 -531 -9261 Expiration Date: 09/06/2009 PGO7 -272 12/14/2007 06/11/2008 Uniform Plumbing Code Edition: 2006 International Fuel Gas Code Edition: 2006 Plumbing (cont.) Building sewer and each trailer park sewer 0 Rain water system - per drain (inside bldg) 0 Water heater and/or vent 1 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 3 treatment equipment 0 0 Repair or alteration of drainage or vent piping 0 2 Medical gas piping system serving (1 -5) 0 inlets /outlets for a specific gas 0 0 Medical gas piping (6 +) inlets /outlets 0 S Gas Piping 1 Gas piping outlets (0 -5) 5 2 Gas piping outlets (6 +) 3 PG07 -272 Printed: 12 -14 -2007 Permit Center Authorized Signature: Signature: doc: UPC-10 /06 City dtTukwila 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 (A)L1L, Permit Number: PG07 -272 Issue Date: 12/14/2007 Permit Expires On: 06/11/2008 Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The grantin • permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction • ? performance of work. I am authorized to sign and obtain this plumbing /gas piping permit. 11 — MGR Date: 1 .- 114-37 Print Name: 55 Mr Q(\ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PG07 - 272 Printed: 12 -14 -2007 Parcel No.: 2623049081 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 17100 SOUTHCENTER PY TUKW PANDA EXPRESS 1: ** *PLUMBING AND GAS PIPING * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: 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. 8: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. PG07 -272 ISSUED 10/12/2007 12/14/2007 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor /ceiling assemblies and fire- resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. doc: Cond - 10/06 * *continued on next page ** PG07 -272 Printed: 12 -14 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 gFt31e performance of work. Signature: Print Name: � t) ) '�'"'� Date: ' doc: Cond -10/06 PG07 -272 ordinances governing or local laws regulating Printed: 12 -14 -2007 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htV/Iwww.ci.tukwila.wa.us Site Address: 17100 Southcenter Parkway Tenant Name: Panda Express Property Owners Name: Wig Properties LLC -SS Mailing Address: 4 811 134th Place SE CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Vigen Architect Lupe Sandoval Mailing Address: 1127 E . Olive Ave E -Mail Address: lupe@vigen .com 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 ** GENERAL CONTRACTOR INFORMATION (Contractor information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: To Be Determined Mailing Address: Zip Contact Person: E -Mail Address: Contractor Registration Number: Company Name: Vigen Architect Mailing Address: 1127 E . 01 ive Ave Contact Person: Gary T. Vigen E - Mail Address: Lupe@vigen.com Company Name: Rolfes Engineering bh Lupe Sandoval Mailing Address: 1036 W. Robinhood, #201 Contact Person: Mr. Fred Rolfes E -Mail Address: Q: WpplicationsTorms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 Building Permit No. - 7- 3 3 5 Mechanical Permit No. M O' a le Plumbing/Gas Permit No. Public works Permit No Project No. al,- (For office use only) King Co Assessor's Tax No.: 2 62 304-( — 10f3 Suite Number: Site 100 Floor: New Tenant: ® Yes ❑..No Bellevue City WA state Day Telephone: ( 559 ) 268 - 2711 Fresno CA 93728 Cit State Zip Fax Number: (559) 268 -1172 City Day Telephone: Fax Number: Expiration Date: State 98006 Zip CA 93728 State Zip (559)268 -2711 Fresno City Day Telephone: Fax Number. (559) 268 -1172 I ENGINEER OF.RECORD -An plans must be wet :tamped by Engineer of Record Stockton, CA 95207 City State Zip Day Telephone: (888 ) 3 9 3- 012 5 Fax Number. (209) 473 -1312 Page l of 6 r BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 9.7n,000_00 Existing Building Valuation: $ 2 5 5, 0 0 0. 0 0 Scope of Work (please provide detailed information): New Panda Express Restaurant Tenant Improvement located at the Northwest end cap of Building N Suite 108 within the Southcenter Square shopping center. The Restaurant will serve gourmet chinese food. Will there be new rack storage? ❑ Yes J.. No If yes, a separate permit and plan submittal will be required. 3" Aaxssoiy .Structure .': Attached Detached Garage Attached ' etacbxlcarport Coi ucd Deck _. Driem'end Deck 1,986 Addition to Existing Structure X Type of Construction per IBC I IB ' Type of OcImPlmciPer IBC Group A2 PLANNING DIVISION: N/A Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes Eia No If `yes ", explain: FIRE PROTECTION/FIAZARDOUS MATERIALS: N/A ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 "paper including quantitie and Material Safety Data Sheets. SEPTIC SYSTEM N/A ❑ On - site Septic System — For on - site septic system, provide 2 copies of a current septic design approved by King County Health Department. QMpplicationsWonns- Applications On Linen -2006 - Permit Applicatioadoc Revised: 9 bit Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION - 206-433-0179 Scope of Work (please provide detailed information): New Panda Express Restaurant tenant improvement located at the Northwest end cap of Building N suite 108 within the Southcenter Square shopping center. The Restaurant will serve gourmet chinese food. ® ...Permanent Water Meter Size ❑ ...Temporary Water Meter Size ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension ❑ ...Water Main Extension Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District .. .Tukwila ❑...Water District #125 ❑ ...Water Availability Provided ewer District ...Tukwila 0 ValVue ❑ .. Renton ❑ ...Sewer Use Certificate ❑...Sewer Availability Provided Septic System: N/A b On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): N/A ti ...Civil Plans (Maximum Paper Size — 22" x34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) roposed Activities (mark boxes that apply): N/A 0 ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation cubic yards cubic yards Domestic Water Public Public 2" ff FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Wig Properties Mailing Address: 17100 Southcenter Parkway, Suite 108 Tukwila WA 98188 City State Zip Water Meter Refund/Billing: Name: Wig Properties Mailing Address: 17100 Southcenter Parkway, Day Telephone: (425)957 Day Telephone: (42 5) 957-4774 Suite 108 Tukwila WA 98188 City State Zip Q:1Applications\Fotms- Applications On Line\3 -2006 - Permit Application.doe Revised: 9 -2006 bh - Call before you Dig: 1400 -424 -5555 ❑ .. Abandon Septic Tank ❑.. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Highline WO # WO # WO # Private Private ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton ❑ .. Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace<100K BTU 0 Air Handling Unit >10,000 CFM 1 Fire Damper TBD 0 -3 HP /100 BTU 0 Furnace>100K BTU 0 Evaporator Cooler Diffuser TBD 3 -15 HP /500,000 BTU 0 Floor Furnace 0 Ventilation Fan Connected to Single Duct 2 Thermostat 3 15 -30 HP /1,000,000 BTU 0 Suspended/Wall/Floor Mounted Heater 0 Ventilation System Wood/Gas Stove 2 Range 30 -50 HP /1,750,000 BTU 0 Appliance Vent Hood and Duct 2 Emergency Generator 50+ HP /1,750,000 BTU o Repair or Addition to Heat/Refrig/Cooling System 0 Incinerator - Domestic 0 Other Mechanical Equipment 3 RVAC Units Air Handling Unit <10,000 CFM Incinerator — Comm/Ind 0 MECHANICAL PERMIT INFORMATION 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: To Be Determined Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number. Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ $ 3 5 , 0 0 0 . 0 0 Scope of Work (please provide detailed information): New Panda Express Restaurant tenant improvement located at the Northwest end cap of Building N suite 108 within the Southcenter Square shopping center. The Restaurant will serve gourmet chinese food. Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... © Replacement .... ❑ Fuel Tyne: Electric ® Gas.... Indicate type of mechanical work being installed and the quantity below: Q ApplicatioesForrns- Applications On LinM3 -2006 - Permit Application.doc Revised: 9 -2006 bh Other: Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower 0 Drinking fountain or water cooler (per head) 0 Wash fountain 0 Gas piping outlets 8 Bidet 0 Food -waste grinder, commercial 0 Receptor, indirect waste 0 Clothes washer, domestic 0 Floor drain 3 Sinks 5 Dental unit, cuspidor 0 Shower, single head trap 0 Urinals 1 Dishwasher, domestic, with independent drain 0 Lavatory 2 Water Closet 2 Building sewer or trailer sewer 0 Rain water system — per drain inside buildin •) 0 Water heater and/or vent 1 Additional medical gas i ix inlets/outlets — six or more 0 Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors 0 Repair or alteration of water piping and/or water treating equipment 0 Repair or alteration of drainage or vent piping ,, Medical gas piping system one to five inlets/outlets for specific gas 0 PLUMBING AND GAS PIPING PERMIT INFORMATION - 206-431-3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: To Be Determined Mailing Address: Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ 3 7 , 0 0 0. 0 0 Valuation of Gas Piping work (contractor's bid price): $ 3 , 5 0 0. 0 0 Scope of Work (please provide detailed information): New Panda Express Restaurant tenant improvement located at the Northwest end cap of Building N suite 108 within the Southcenter Square shopping center. Restuaruant will serve gourmet chinese food. Building Use (per Int'l Building Code): Group A2 Occupancy (per Int'l Building Code): Group A2 Utility Purveyor: Water: Tukwila Water Dist. Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q Applications Worms-Applications On [inel3 -2006 - Permit Applicationdoc Revised 9 -2006 bb City State Zip Sewer: Tukwila Sewer Utility Page 5 of 6 BUILDING OWNER OR CIS' AUTHORIZED A Signature: /o Print Name: Colin Crawford Mailing Address: 4422 Francis Avenue W34, Date Application? Accepted: (0- QMppliationsWonns- Applications On Line 3 -2006 - Permit Application.doc Revised: 9 -2006 bh 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. puilding 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. Date: lo/1,107 Day Telephone: (206) 547 -9623 Seattle, City WA 98103 State Zip Date Application Expires: Staff Initials: i tk Page 6 of 6 Receipt No.: R07 -02764 Payee: BIENER PLUMBING ACCOUNT ITEM LIST: Description GAS - NONRES PLUMBING - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 2623049081 Permit Number: PG07 -272 Address: 17100 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 10/12/2007 Applicant: PANDA EXPRESS Issue Date: Initials: WER Payment Date: 12/14/2007 11:41 AM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 18694 327.00 Account Code Current Pmts 000/322.100 109.00 000/322.100 218.00 Total: $327.00 Payment Amount: $327.00 6044 12/14 9710 TOTAL 327.00 non: RPCaint -06 Printed 12 -14 -70(17 Receipt No.: R07 -02239 Initials: WER User ID: 1655 Payee: PANDA RESTAURANT GROUP ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us RECEIPT Parcel No.: 2623049081 Permit Number: PG07 -272 Address: 17100 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 10/12/2007 Applicant: PANDA EXPRESS Issue Date: TRANSACTION LIST: Type Method Description Amount Payment Check 672185 79.25 Account Code Current Pmts 000/345.830 79.25 Total: $79.25 Payment Amount: $79.25 Payment Date: 10/12/2007 12:10 PM Balance: $327.00 doc: Receiot -06 Printed: 10 -12 -2007 Proj A v crel . r Type of Inpect ` Address: 1110 j Sit— Date Called: ., ' 1 Special Instructions: Date Wanted �_ Z U - 3 a_m ; p.m. Requester: r TIC C lat Phone No: COMMENTS: P f it 77 L-D . - C___..— lat I It 1 lnspec 8 ) 1l .1 (Dater C a „.„_. 3sy P6o'7 -2`iZ1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION CL 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -36 Approved per applicable codes. Corrections required prior to approval. w i $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: S u P (1 TO Aiteiv S wA-Ter - J3J j . (7 — r >e ---) --- r j f 1� / J . y r C� U 1 1, 1. f 1 9 -0 A Lfi — 0 ‘; rb M 0/ / v c.) h r 6J: l`7-y r- V Ad. ess: !� i,riJ S��I11 /rr L ill Date Called: i 7 Special Instructions: Project: Type of Inspection: ( • 7‘ V Ad. ess: !� i,riJ S��I11 /rr L ill Date Called: i 7 Special Instructions: Date Wanted: 7 1 �� a.m. '? Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 0 ID Approved per applicable codes. El Corrections required prior to approval. I Pe r or: P607-272, 1Date: O? t $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: , PAyt-altt . ) , cpiesf • Type of Inspection: CA._ ( 6 Address: (Moo loAtc-640-r *4A/ Date Called: Special Instructions: Date Wanted: ? ( Requester: - T - t" 4 eJ Phone No: 5O3 - 3-47 -0(18' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 LJ Approved per applicable codes. Corrections required prior to approval. COMMENTS: c_A f S A t uts oz-x Inspect Date: 2 " 15 De5 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. r eceipt No.: 'Date: COMMENTS: Type of Inspection: A IK kJ/: -4,. 1 A Jc / - -- 1 Special Instructions: late Wanted: i:Ar' /' l / , 1Jr uJJi CR--- (- -r 0 . li Phone No: 5 -3 -17- 61 IS Li r • A ( J 4, .)(.., 6 / r 1 '' m-t o , ✓1 zL -11) L) ;' ni J 4 S 1 , L_ -- s e - =,' A-4 C J,' (• ,(..,S :4 , L ProjecA I Type of Inspection: Address: �U�G�� � 171o) l� t Date Called: Special Instructions: late Wanted: a.m. Requester• Aµ (S Phone No: 5 -3 -17- 61 IS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 El Approved per applicable codes. ❑ Corrections required prior to approval. I Date: 7 — IC - - a $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: COMMENTS: Type f Inspection: � h-, / k 'e, {. CA/ p j) C4 /v f I O c U 7- 7) ,_ 1>i o V J t 1Lt G A v fir -e 1/ r� Sp L� c -J� ,--0 - 140 47 O --r c, ei f P,iv A-P it J 44 A-1 (A. . p 1 1 . j r w,4-r —Cs ile4c' r Y GAT - 7 -- -f" - r - A//) / u e ?0 ps: . 6,1- --0J .T-./v s: Z:Ai c1 i)2 [T / -4 ATele J *- . I e c' s. - S V1. X J I Xz / r Proj / 4 '4 N(/' �Otisc, Type f Inspection: � h-, / k 'e, Address: /7/00 _cot)/ �C/ ate Called: Special Instruction I .J ` � J � -A � Z . !/ n I� , ' r /' Date Wanted: 6 --OS Re Phone No: X0.3 -3V - o'' INSPECTION RECORD I Retain a copy with permit &O INSPECT' • N NO. PERMIT NO: CITY OF TUKWILA BUILDING DIVISION f 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. Inspec or: ti\ Corrections required prior to approval. 8 Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: N� , Type of Inspec I on:, / of -,,-.7 TtylAzdis Date Called: '� I �. �S is A '�yf r 0w`/ i.FI5 / (I j A-,1 /O *, . 4:111.; m_ Requester: Phone No: 53-3Y7 -07S - c , l frt ( t . 0 ,JJ / 0 1 9,ii f ) TATNI ( 7J_: r i' IC AAA A, /t� A -: 1 ( kV/ A-4 s Au- 1 i Proje t: � /'t /, 5 Type of Inspec I on:, / of -,,-.7 TtylAzdis Date Called: Address. /We'd - i/ W,,(' 7 Special Instructions:, / ' ):51- IZ4f--)V C i` I, �-}, I____ PA \ '1u Date Wanted: 4:111.; m_ Requester: Phone No: 53-3Y7 -07S - c INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Approved per applicable codes. rections required prior to approval. In spe c Date: J- / PERMIT NO. ❑ $58.00 REINSPECTION FEE�REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Projefq Type ofAnspection; , er>e/i—/ Ai Address: / WO 0 50i74.1ese,t,A. Pei Date Called: Special Instructions: Date Wanted: ---() .m. Requester: Phone No i ' - -)- 6/5 INSPECTION RECORD Retain a copy with permit INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION \- 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 El Approved per applicable codes. B Corrections required prior to approval. COMMENTS: 1 4rea (- (N)( f e j l inspectr: Date: 0 $58.00 REINSPECTION FEE R QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Projgct: , PA: 110 " 1 :07?5 Type o spection: / re alet / Address: / 7700 , 97(j)/ 7 Dated: 1 4 - 1 Special Instructions: Date Wanted Requester: Phone No: /8/5 INSPECTION RECORD Retain a copy with permit /r) 727 2 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 14 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 0 ENTS: $ .00 REINSPECTION EE REQUI p id at 6300 Southcenter Blvd., Su? J Re ipt No.: 'Date: I /i D. Prior to inspection, fee must be e 100. Call the schedule reinspection. 'Date: k Approved per applicable codes. El Corrections required prior to approval. / Project: Y /1/"//9 CVf Type of,spection: (40/4)//%1 AleA,<__ Address: 0 /00 _5,60 / the D Special Instructions: Date Wanted: p.m. Requester: Phone No: .253 -a b - 2 cr - 7 / INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 'CO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: 17.1/01440° 7L/ /f"/pcm /-7 re-C/75-I /)t////e S /)/// 6-9 xp /z.•//c/ Inspecto Datei $5. 0 - EINSPECTION FEE REQUIR D. Prio to inspection. fee must be p .t 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. r ecerpt No.: IDate: Kyle Herbel From: Lupe Sandoval [LupeS @vigen.com] Sent: Thursday, January 17, 2008 5:07 PM To: jameshensley72 @yahoo.com; Kyle Herbel Cc: Jerald Earl; James Truong; Mayra Vasquez Subject: RE: hot water tank / hotwater tank platform Attachments: D00011708.pdf; Platform details.pdf Hi James, Please find included the water heater cut sheet for the building department. The cut sheet shown the exhaust and intake pipes required to provide enough combustible air, see items highlighted. Also included are the water heater platform details. Let me know if you need anything else. Thank You, Lupe Sandoval Project Manager & Associate Vigen Associates Architecture & Planning 1127 E. Olive Avenue Fresno, CA 93728 -3534 Phone (559) 268 -2711 Fax (559) 268 -1172 From: Jerald Earl [ mailto:Jerald.Earl @PandaRG.com] Sent: Thursday, January 17, 2008 6:57 AM To: Lupe Sandoval Cc: jameshensley72 @yahoo.com Subject: FW: hot water tank / hotwater tank platform can you address these city requests for Tukwila Jerald Earl Panda Express Office 360 -210 -5248 CeII 360 - 936 -2482 From: James Hensley [mailto :jameshensley72 @yahoo.com] Sent: Wednesday, January 16, 2008 7:56 PM To: Jerald Earl Cc: Kyle Herbel; lupe Subject: hot water tank / hotwater tank platform The building department has requested that we supply them a sheet of the hot water tank, they also would like to know if we have enough combustible air for it. 1/18/2008 RECEIVED CITY OF TUKWILA JAN 2 8 2008 PERMIT CENTER Page 1 of 2 REVISION 2�-Z WATER HEATER BEYOND #8 0 6" 0.C. TYP. SHEET METAL (AS REQ'D) S 16HDS 600 0 12" 0.C.f FINISH INSIDE WALL SURFACES W/ 5/8" TYPE "X" WATER RESISTANT GYP. BRD. AND FRP FINISH PER FINISH SCHEDULE 8 0 12 "0.C. 0 GA.x3 5/8" BLOCKING 4—n- EXISTING DEMISING WALL ELEV. /SECT. @ W.H. PLATFORM 1 1/2" = 1' -O" #8 SCREWS 0 6' 0.C. 2 - 18 SELF TAPPING SCREWS PER STUD 18 HDS 600 BLOCKING PROVIDE NEW 3 5/8" TYPE w e GYP BRD. FULL HT TO 8.0. DECKING IF NOT EXISTING. (TENANT SIDE OF WALL ONLY) EXISTING DEMISING WALL L -18GA. 1 1/2 "x1 1/2 "x3 1/2" W /2 - 18 SCREWS TO STUD 16 HDS 600. 18 GA. BLOCKING 18 HDS 3 5/8" UNDER HDS 600 BETWEEN EXISTING STUDS EXISTING DRYWALL L 18GA. 1 1/2 "x1 1/2 "x3 1/2 W/2 - #8 SCREWS TO STUD. NEW RED HEAD SHOT PIN. ELEV. /SECT. @ W.H. PLATFORM 1 1/2" = 1' -0" NEW! SDV100 -400 Commercial Gas Water Heater state — Exhaust pipe power -vents products of combustion to outside building. Air intake pipe draws all combustion make -up air from outside building. • 3-Year or 5 -Year Tank Wananty. • ASME Construction available an SDV100 260 and SDV100 -400. • Turbo -Force Ring Self- Cleaning Feature - Patented design automatically reduces harmful sediment buildup inside the lank. Sandblaster° Form" stays energy - efficient, so it saves money throughout it life. Turbo -Force dip tube M model SDV75 70. • Labor Replacement Allowance (LRA) for installing contractor if heater needs replacement during basic 3 -year warranty: $250 LRA on 75 -70 model; $500 LRA on 80-140 and 100 -199 models; $1000 LRA on 100 -260 and 100 -400 models. • Non - Condensing Design helps prevent corrosion. No condensate pump or drain needed. • Installs with 3; 4 E Schedule 40 PVC pipe, depending on the model and vent run. • Two 45° Tor 4" (depending on model) Schedule 40 Elbows, with screen, supplied for use as vent caps. Schedule 80 Elbows on 100 -400. • hdegral Automatic Blower -With 110/120 Volt electrical system. Maximum electrical draw 2 Amps on SDV75 70,12 MAPS on alt otter models. C h maser by manual Vi and bCdx codes for pacific wiroadworks. ng roadworks. Each W° elbow lBaxEs um "Fxhaushent runonSDV100- 4C0rnusibeCPVCSchedule 40miimanforthePrat10feetoffena SANDBLASTER Non - Condensing Up To 85% Thermal POWER DIRECT -VENT Efficiency The Sandblaster Force" delivers the money - saving performance of State Industries original Sandblaster commercial water heater, plus a solution to negative air pressure, a problem found in many commercial applications. For example, in restaurant kitchens, commercial range hoods and exhaust fans draw large amounts of air out of the room. This creates negative air pressure in the room, which can deprive an ordinary commercial gas water heater of sufficient make -up air required for safe, efficient, proper operation. In negative air pressure situations, downdrafts can occur inside an ordinary water heater, compressing the burner flame, resulting in impaired water heating performance and recovery efficiency. Negative air pressure can also generate Carbon Monoxide buildup, and other potential safety hazards. Sandblaster° Force the solution, because it doesn't share the inside air! It is equipped with a factory- installed bbwer and two-pipe system for intake of make -up air and separate exhaust venting. This unique air delivery system (patent pending) insures that Sandblaster° Force immune to negative air pressure. Sandblaster° Force "also helps reduce space heating or air conditioning costs, because it does not consume heated or cooled air from inside the building. Long Vent Runs Mean Installation Flexibility The Force Just about anywhere, thanks to intake and exhaust vent runs of up tD 135 feet horizontally or vertically on models SDV80 -140, SDV100-199 and SDV100 -260. The SDV75 -70 vent run is 50 feet horizontally or vertically. The SDV100 -400 has a maximum vent nun of 110 feet using 6 inch pipe. (Note: The first 10 feet of exhaust run for the SDV100 -400 must be CPVC Schedule 40 pipe minimum.) See the vent run chart or the owners manual for specific venting information. • Intermittent electronic ignition. • Reinforced tank design for longer life -The Sandblaster' Force" glasslined tank Is reinforced with extra steel In all the most critical areas, to Insure long tank Nfe. • Removable lanced -port steel burner, with multiple tubular construction, for even heat distribution, maximum efficiency, quiet operation. SDV75 70 has a formed aluminized steel burner. • Foam Insulation - Reduces heat loss over 2!4 times more effectively than standard fiberglass. • Factory- hnstafed Temperature & Pressure safety valve (T &P Valve). • Factory- Installed Energy Cut -Off ( "ECO ") safety switch. • Multiple Magnesium Anode Rods -for extra protection against electrolytic tank corrosion. SDV75 70 has a single large diameter magnesium anode. • Tank Inspection Port for easy access to tank interior on all models except SDV75 70. • Maximum Hydrostatic Working Pressure: 150 psi. (ASME 160 psi.) WATER HEATERS 500 Lindahl Parkway, Ashland City, TN 37015 The ExPerrs Choice Model Number Gal. Cap. BTU Per Natural Input Hour Propane First Hour Delivery 100• Rise Recovery 80" 100' 140' A B C Dimensions D in E Indies F G N 1 — I cl$ Approx. Shipping weight Fibs.) ' SDV75 TONE 75 — 69% 61% 26 16% — — 2 SDVT5 TOPE 75 65,000 69% 61% 26 16% — 2 • "SDY80140NE• 80 140000 76% 71% 28 8% 20 % 81%: 2% SOV100199NE't• 100 — 70 70% 30% 8% 20% 6 0.4 2'/. SDV100199PE't• 100 190,000 A 74% 70% 30% 8% N 20'A 60% 2'h SOV100 260NE• 100 260,000 79% 77% 30% 8% 19% 61% 2'/. SDV100 26014E ASME• 100 260,000 79% 77% 30'/. 83: 19% 61% 2'/. SDV100400NE 95 390,000 82'/. 80% 30% 8% 2134 63% 2 %. SDV100400NEASME 95 390,000 82% 80% 30% 8% 21% 63% 2% Commercial Gas Water Heater AIR " "' " "' EXHAUST INTAKE ` . r SDV7S 70 COLD INLET I state SANDBLASTER POWER DIRECT-VENT Sandblaster° Force" gas water heaters are design certified by the CSA International as Automatic gradating and Automatic storage water heaters. When used singly a in manifolded multiples with additional heaters or storage tanks, they can provide an independent hot water system. When installed with a mixing valve, they can provide both 140 °F general use hot water and 180°F sanitizing hot water simultaneously. SDV80 140, SDV100 199, SDV100 260 and SDV100 400 models meet or exceed Federal Efficiency Requirements prescribed by the Energy Polio and Conservation Act of 1992 (EPAC1) for commercial water heaters. They also meet or exceed ASHRAE 90.1b-1992. SDV75 70 meets or exceeds Federal Energy Efficiency Standards effective January 1, 1990, accordng to the National Appliance Energy Conservation Act (NAECA) of 1987. Fbst -How Delivery and Recoveries we rounded to nearest piton. Model SOWS 70 has Y Inch water connections; all others have 1%-inch. Dimensions are rounded lo nearest % -Inch. When ordering propene, change ir b'P" In model number (SDV80140'E). AD models available In Canada. When ordering, add'CGA to model number (50075 TONE C9A). 1 SDV80 140, SDV100 199, SDV106260 & SDV100 400 WATER HEATERS 500 Undahl Parkway, Ashland City,TN 37015 EC/SDVV0601 02001 State Industries. be. 'Rear plumbing. "Gas connection an Propane models ls Winch. tASME construction not available. 'NSF construction evaltble, add 5" to Ilegtd and add NSK to model number (5080140NE 0504. Went diameter depends en length of nm. 4" diameter up l0 40 equivalent feet each am. Manufactured under one or more of the following US. Patent Numbers: 4,157,077; 4,263,879; 4,447,377; 4,527,543 and other patents pending. Canadian Patent Numbers 1,151,480; 1,215,276 and other Canadian patents pending. In keeping with our policy of continuous product improvement, specifications are subject to change without prior notice. Venting System Requirements 1 The water heater requires Its own (separate) venting system. 2 Venting cannot be connected to existing vent piping or chimney. 3 Venting may terminate vertically or horizontally to the outdoors. 4 Vertical and horizontal vent runs must be secured at 31/2" ktervais. 5 Vent piping cannot under any circumstances be run dOwnhfil. 6 Horizontal runs require a mftimum % " rlse per foot. 7 Vent pipes must be installed so that they can be visually inspected. Maximum Equivalent Feet of Pipe with 3" Schedule 40 PVC 4 Schedule 40 PVC 50' 135' 135' N/A WA WA WA WA 135' 45" SCVSarta Models SDV75 -70 SDVE0-I40 SDV100 -199 SDV100-260 SDV100 - 400• 90• Elbow 8' Schedule 40 PVC WA WA WA N/A 110" 'The Arai 10 feet d exhaust vent on corned alb lhk model mud be nn In OPVCa diktat The intake aI may be at PVC. NOTE Each 0' elbow10equiva lentb51cetdppe. Two45 •elbowsaeequivalentto5feeldpipe. Sandblaster° Force" Gas water heater(s) shall be a State Industries, Inc. Sandblaster Force, Model Number, with a gallon storage capacity, an milt rate of Btu/Hour gas, and a recovery rate of gallons per hour at a _ degree Fahrenheit temperature rise. U n i t s ) shall be direct -vat design, with an automatic blo wer- powered, two pipe air intake and exhaust system communicating directly with the uutside of the building:. The bower stall have a S a f e t y device lat notafow a operation dthe plot and man burners unless the blower Is In opera0an.OMdt{s) shall have a combustion Nrpassage that Is internal to the outer Wet of the water healer ether turn tie Intake and exhaust connections at tie tap of the water heater. The alts shall be equipped than Intermittent Elecrnnic Ignition control mqui an extend 120 Nit power suppty with a rating of 12 amps or less. The control system taW stud off the gas sr:3000Se unit vat% 4 seconds If lie gas supply or plot flame are intenupted.The lank shall be additionally protected against premature falure In lie following ways: Sample Specifications 1.A _ -year lmited warranty against inure due D corrosion, metal fatigue or overheating caused by the buildup of scab, llm cc other sediment 2 Against electrolytic corrosion by multiple, factory- bnstalled magnesium anodes. 3. Against fagcre due to overheating caused by the buildup of ecaie, Dm and other sed(mem by a construction which Incorporates an annular dole/rich fitsinsideStefadsatthebase.The ring shall be equipped with a group of calibrated jets, dy positioned sothattheywUldirect the flaw Of hist water In such a way that rriaparticles of predpltated solids shall be kept in emersion and exhausted fromliewater heater umfiatorsuccessiv ehotwaterdraws. The bume(s) shad have an kativkkal mince treach burner lube and be canstructedof tubular aluminized or stainless steel mounted b an easily removable bay. Water beates)shat have tie CSAltera6alalseandoer0rlatiai ,awalking pressure d 150 psi,a Today- buddledASME r a t e d terperahre end pressure re9dvalve, end a 4"x 5fa k inspection pat Printed in U.SA 07 -15 -2008 LUPE SANDOVAL 1127E OLIVE AV FRESNO CA 93728 RE: Permit No. PG07 -272 17100 SOUTHCENTER PY TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code, every permit issued by the Building Division under the provisions of the code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit issuance, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code does allow the Building Official to approve one extension of time for an additional period not exceeding 180 days. Extension requests must be in writine and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 08/13/2008 , your permit will become null and void and any further work on the project will require a new permit application and associated fees. Thank you for your cooperation in this matter. Sincerely, er Marshall Pe s 't Technician xc: Permit File No. PG07 -272 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director January 31, 2008 Lupe Sandoval Vigen Architect 1127 East Olive Avenue Fresno, CA 93728 RE: Letter of Incomplete Application # 1 — Revision #2 Development Permit Application PG07 -272 Panda Express — 17100 Southcenter Py Dear Mr. Sandoval: This letter is to inform you that your revision to your permit received at the City of Tukwila Permit Center on January 28, . 2008 is determined to be incomplete. Before your application can continue the plan review process the following items from the following departments needs to be addressed: Building Department: Allen Johannessen, at 206 433 -7163, if you have any questions regarding the attached. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) 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. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator Enclosures File: PGO7 -272 City of Tukwila Department of Community Development Jack Pace, Director P:\Permit Center\Incomplete Letters\2007\PG07 -272 Incomp Ltr #1 Rev #2.DOC jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Determination of Completeness Memo Date: January 29, 2008 Project Name: Panda Express Permit #: PG07 -272 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 1 1x17 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. Revisions shall include a floor plan. Provide a floor plan to identify location of the platform for the water heater. 2. Provide elevations to show how the platform enclosure shall be constructed complete with height dimensions from floor to roof deck and platform size. Identify where the outer ceiling shall be tied in with the platform construction. 3. Provide details for securing the water heater on the platform. Include details for service Light & servicing access. Platform size shall comply with servicing area dimensions. Identify platform guardrails. (IMC 304.10, 306.3.1, 306.5 & 1004.3) 4. In addition to item 3), identify where the combustion air and exhaust shall be located with specific details. 5. All plan details and specifications shall have a registered design professionals stamp and signature. Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. Kyle Herbel From: Lupe Sandoval [LupeS @vigen.com] Sent: Thursday, January 17, 2008 5:07 PM To: jameshensley72 @yahoo.com; Kyle Herbel Cc: Jerald Earl; James Truong; Mayra Vasquez Subject: RE: hot water tank / hotwater tank platform Attachments: D00011708.pdf; Platform details.pdf Hi James, Please find included the water heater cut sheet for the building department. The cut sheet shown the exhaust and intake pipes required to provide enough combustible air, see items highlighted. Also included are the water heater platform details. Let me know if you need anything else. Thank You, Lupe Sandoval Project Manager & Associate Vigen Associates Architecture & Planning 1127 E. Olive Avenue Fresno, CA 93728 -3534 Phone (559) 268 -2711 Fax (559) 268 -1172 From: Jerald Earl [ mailto:Jerald.Earl @PandaRG.com] Sent: Thursday, January 17, 2008 6:57 AM To: Lupe Sandoval Cc: jameshensley72 @yahoo.com Subject: FW: hot water tank / hotwater tank platform can you address these city requests for Tukwila Jerald Earl Panda Express Office 360- 210 -5248 Cell 360- 936 -2482 From: James Hensley [mailto :jameshensley72 @yahoo.com] Sent: Wednesday, January 16, 2008 7:56 PM To: Jerald Earl Cc: Kyle Herbel; lupe Subject: hot water tank / hotwater tank platform The building department has requested that we supply them a cut sheet of the hot water tank, they also would like to know if we have enough combustible air for it. 1/18/2008 RECEIVED CITY OF TUKWILA JAN 2 8 2008 PERMIT CENTER Page 1 of 2 REVISION N0. le 1 9-1/2- WATER HEATER BEYOND #8 ® 6" O.C. TYP. SHEET METAL (AS REQ'D) S 16HDS 600 0 12" 0.C.± FINISH INSIDE WALL SURFACES W/ 5/8" TYPE "X" WATER RESISTANT GYP. BRD. AND FRP FINISH PER FINISH SCHEDULE 8 ® 12 "O.C. 0 GA.x3 5/8" BLOCKING 11 EXISTING DEMISING 11 WALL ELEV. /SECT. @ W.H. PLATFORM 1 1/2" = 1' -0" 18 SCREWS 0 6" O.C. 2 - 18 SELF TAPPING SCREWS PER STUD 18 HDS 600 BLOCKING PROVIDE NEW 3 5/8" TYPE "X" GYP BRD. FULL HT TO B.O. DECKING IF NOT EXISTING (TENANT SIDE OF WALL ONLY) EXISTING DEMISING WALL L -18GA. 1 1/2 "x1 1/2 "x3 1/2" W/2 - 18 SCREWS TO STUD 16 HDS 600. 18 GA. BLOCKING 18 HDS 3 5/8" UNDER HDS 600 BETWEEN EXISTING STUDS EXISTING DRYWALL L -18GA. 1 1/2 "x1 1/2 "x3 1/2" W/2 — #8 SCREWS TO STUD. F —NEW RED HEAD SHOT PIN. ELEV. /SECT. @ W.H. PLATFORM 1 1/2" = 1' -0" NEW. SDV100 -400 Commercial Gas Water Heater state Exhaust pipe power -vents products of combustion to outside building. Air intake pipe draws all combustion make -up air from outside building. • 3-Year or 5 -Year Tank Warranty. • ASME Construction available on SDV100 260 and SDV100 -400. • Turbo -Force Ring Sett - Cleaning Feature — Patented design automatically reduces harmful sediment buildup inside the tank. Sandblaster* Force' stays energy - efficient, so It saves money throughout its life. Turbo -Force dip tube In model SDV75 70. • Labor Replacement Allowance (LRA) for Installing contractor If heater needs replacement during basic 3 -year warranty: $250 LRA on 75 -70 model; $500 LRA on 80-140 and 100 -199 models; $1000 LRA on 100 -260 and 100 -400 models. • Non - Condensing Design helps prevent corrosion. No condensate pump or drain needed. • Installs with 3; (or 6"" Schedule 40 PVC pipe, depending on the model and vent run. • Two 45° 3" or 4" (depending on model) Schedule 40 Elbows, with screen, supplied for use as vent caps. Schedule 80 Elbows on 100 -400. • Integral Automatic Blower —With 110/120 Volt electrical system. Maximum electrical draw: 2 Amps on SDW5 70,12 AMPS on all other models. • Check owners manual and local codes for specific venting reatirementa Each g0° elbow reduces maximum M by5feet "Edraust vent run on SDV100 -400 must be CPVC Sdiedule 40 minimum for the first 10 feet den an WATER HEATERS 500 Lindahl Parkway, Ashland City,TN 37015 SANDBLASTER Non - Condensing Up To 85% Thermal POWER DIRECT-VENT Efficiency The Sandblaster* Force" delivers the money- saving performance of State Industries original Sandblaster commercial water heater, plus a solution to negative air pressure, a problem found in many commercial applications. For example, in restaurant kitchens, commercial range hoods and exhaust fans draw large amounts of air out of the room. This creates negative air pressure in the room, which can deprive an ordinary commercial gas water heater of sufficient make -up air required for safe, efficient, proper operation. In negative air pressure situations, downdrafts can occur inside an ordinary water heater, compressing the bumer flame, resulting In Impaired water heating performance and recovery efficiency. Negative air pressure can also generate Carbon Monoxide buildup, and other potential safety hazards. Sandblaster° Force "is the solution, because it doesn't share the inside air! It is equipped with a factory- installed blower and two -pipe system for intake of make -up air and separate exhaust venting. This unique air delivery system (patent pending) insures that Sandblaster* Force "is immune to negative air pressure. Sandblaster* Force"also helps reduce space heating or air conditioning costs, because it does not consume heated or cooled air from inside the building. Long Vent Runs Mean Installation Flexibility The Force" installs just about anywhere, thanks to intake and exhaust vent runs of up to 135 feet horizontally or vertically on models SDV80 -140, SDV100 -199 and SDV100 -260. The SDV75 -70 vent run is 50 feet horizontally or vertically. The SDV100 -400 has a maximum vent run of 110 feet using 6 inch pipe. (Note: The first 10 feet of exhaust run for the SDV100 -400 must be CPVC Schedule 40 pipe minimum.) See the vent run chart or the owners manual for specific venting information. • Intermittent electronic ignition. • Reinforced tank design for longer life —The Sandblaster* Force" glasslined tank is reinforced with extra steel in all the most critical areas, to insure long tank fife. • Removable lanced -port steel burner, with multiple tubular construction, for even heat distribution, maximum efficiency, quiet operation. SDV75 70 has a formed aluminized steel burner. • Foam Insulation — Reduces heat loss over 2'A times more effectively than standard fiberglass. • Factory- installed Temperature & Pressure safety valve (T &P Valve). • Factory- installed Energy Cut -Off ( "ECO ") safety switch. • Multiple Magnesium Anode Rods — for extra protection against electrolytic tank corrosion. SDV75 70 has a single large diameter magnesium anode. • Tank Inspection Port for easy access to tank interior on all models except SDV75 70. • Maximum Hydrostatic Working Pressure: 150 psi. (ASME 160 psi) The Expert's Choice" Model Number Gal. Cap. BTU Per Natural Input Hour Propane Rrst HOW Delivery 100• Rise Recovery 80• 100'140' A B C Dimensions 0 In E Inches F G H I I C8 Approx. Shipping Weight (lbs.) SDV75 70NE 70,000 81 46 69% 61%. 26 16% — — 2 ^LI 352 SDV75 70PE — 74 42 69% 61% 26 16% — — 2 352 SOV80140NE• 140,000 180 103 76% 71% 28 8% 204 61%. 24 645 SDV10019914E't• 199,000 258 147 74% 70% 30'/. 8% 204 604 2% 825 SDV100199PE't• 8 — 245 140 74% 704 30% 8% 20% 604 2% 825 SDV100 260NE• 260,000 335 191 79'6 77% 304 8% 19% 61% 2'/. 900 SDV100 260NEASME• 260,000 335 191 79% 774 30% 8% 19% 61% 2% 1010 SDV100 400NE 390,000 493 282 82% 80% 30'' /. 83. 21/. 63% 2'/. 900 SDV100 400NE ASME 390,000 493 282 82% 804 30% 816 21% 6316 2'/. 1100 Commercial Gas Water Heater D H AIR ;' "" EXHAUST INTAKEj4 ' a SDV7b 70 Sandblaster Force" gas water heaters are design certified by the CSA International as Automatic Circulating and Automatic storage water heaters. When used singly coin mani(olded multiples with additional heaters or storage tanks, they can provide an independent hot water system. When Installed with a mixing valve, they can provide both 140 °F general use hot water and 180°F sanitizing hot water simultaneously. SDV80 140, SDV100 199, SDV100 260 and SDV100 400 models meet or exceed Federal Efficiency Requirements prescribed by the Energy Policy and Conservation Act of 1992 (EPACT) for commercial water heaters. They also meet or exceed ASHRAE 90.1b-1992. SDV75 70 meets or exceeds Federal Energy Efficiency Standards effective January 1, 1990, according to the National Appliance Energy Conservation Act (NAECA) of 1987. First -Hour Delivery and Recoveries are rounded to nearest gallon. Model SOV75 70 has V. -Inch water connections; all others have 1'6- inch. Dimensions are rounded to nearest % -Mich. When ordering propene, dunge'N" b'P' h model number (SDV80 I40PE). At models available In Canada. When ordering, add VGA' to model number (SDV75 70NE CGA). COLD INLET 1 S A state SANDBLASTER POWER DIRECT-VENT I • SDV80 140, SDV100 199, SDV100 260 & SDV100 400 WATER HEATERS 500 tindahl Parkway, Ashland City, TN 37015 EC/SDVV0601 02001 State Industries, Inc. 'Rear plumbing. "Gas connection on Propane modela is x -inch tASME construction not available. 'NSF construction available, add 5' to height and add MK to model number (SOV80140NE NSIQ. Went diameter depends on length of run. 4' diameter up to 40 equivalent feet each M. Venting System Requirements 1 The water heater requires Rs own (separate) venting system. 2 Venting carrot be connected to existing vent piping or chimney. 3 Venting may terminate vertically or horizontally to the outdoors. 4 Vertical and horizontal vent runs must be secured at 31/2" intervals. 5 Vent piping cannot under any circumstances be run downhill. 6 Horizontal runs require a minimum'/4" "rise per foot. 7 Vent pipes must be installed so that they can be visually inspected. Maximum Equivalent Feet of Pipe With 3" Schedule 40 PVC 4' Schedule 40 PVC 50' 135' 135' N/A WA WA WA WA 135' 45" SIN Series Models St175 -70 SDV8O -140 SDV100 -199 SDV100-260 SDV10D -400' Manufactured under one or more of the following U.S. Patent Numbers: 4,157,077; 4,263,879; 4,447,377; 4,527,543 and other patents pending. Canadian Patent Numbers 1,151,480; 1,215,276 and other Canadian patents pending. In keeping with our policy of continuous product improvement, specifications are subject to change without prior notice. One 90' Elbow 6" Schedule 40 PVC' WA N/A WA WA 110" ?he first 10 feet of exhaust vent non arxlected to les model must be M In CPVC a equivalent.The intake an maybe all PVC NOTE: Esch 90° elbow b egxivalent to 5 had d pipe.Two 45° @bows are equivalent to 5 feet of pipe. Sandblaster® Force" Gas water heater(s) shall be a State Industries, Inc. Sandblaster Force, Model Number, with a gallon storage capacity, an Input rate of Btu/Hour gas, and a recovery rate of gallons per hour at a degree Fahrenheit temperature rise. Unit(s) shall be direct-vent design, with an automatic blower- powered, two pipe air intake end e>haustsystem communicat directly with the outside tithe bullding ;.The blower shall have a safety device that will not allow the operation of the plot and main burners urdess the blower Is In operation. Units) shall have a combustion air passage that Is Internal b the outer jacket of the water heats other than the intake and exhaust connections at the top of the water heater. The units shat be equipped wit an Intemdtterd Electronic Ignition control requiring an external 120 Volt power supply with a rating of 12 amps or less. The control system shall stout of the gas supply to the unit within 4secondstithegassuppyapilotflamearebtemupted .Thetalk shall be additionally protected against premature failure In the following ways: Sample Specifications 1.A _ - year limited warranty against failure due b corrosion, metal fatigue or overheating caused by the buildup of scale, him or other sediment 2 Against electrolytic Ixxrosten by multiple, factory-installed magnesium anodes. 3. Against failure due to overheating caused by to buildup of scale, film and other sediment riing shall equipped ipped with d a construction which Incorporates group annular on calbrated jets, property wtt positioned so that they l direct the flow of kdet water In such a way that microscopic particles of precipitated solids shati be kept in suspension and exhausted from Lire +water heater on that or successive hot water draws. The bumer(s) shag have an Individual orrice fa each burner tube and be constructed of tubular aluminized a stainless steel mounted In en easily removable bay. Water heater(s) shad have the CSA Mdemaiaal seal of certification, awaking pressure of 150 psi, a facbry-InstatedASME rated temperature and pressure relief valve, and a 4 x nark irspecton pat Printed in U.S.A. ACTIVITY NUMBER: PG07 -272 PROJECT NAME: PANDA EXPRESS SITE ADDRESS: 17100 SOUTHCENTER PY DATE: 01 -28 -08 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # After Permit Issued DEP RTMENTS: Buil Comments: Division Public Works ❑ Structural Complete ❑ APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -26-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP -446 Fire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: DATE: Planning Division Permit Coordinator DUE DATE: 01-29-08 Not Applicable E Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: C DUE DATE: 02-26-08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) C Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: PG07 -272 DATE: 12 -17 -07 PROJECT NAME: PANDA EXPRESS SITE ADDRESS: 17100 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMEN S: 4641 Buil• ng !vim Public Works Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES/THURS ROUTING: Please Route APPROVALS R CORRECTIONS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Incomplete Structural Review Required Planning Division Permit Coordinator DUE DATE: 12 -1 8-07 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 01 -15 -08 Approved Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: n n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: PG07 -272 DATE: 10 -12 -07 PROJECT NAME: PANDA EXPRESS SITE ADDRESS: 17100 SOUTHCENTER PY SUITE 100 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division P bli Work fi re► 0 1 10 o -01 TUES/THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Structural Review Required Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-16-07 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 11 -13 -07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF I TIALS I II--k 07 1 Summary of Revision: 11-1 1/31Y4" Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF I TIALS I II--k 07 1 . 11-1 1/31Y4" Received by: Summary of Revision: ,,, ,,, (1) 5;,. ota (1) 4-(00,e, s; , ,,k- 4- G9Cts -(-p, \--p c v i rn,nvN -P [Ai The ‘ . Received by jo /i ,/ / REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS '2_ 0l•2 -•O' -- Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS '2_ 0l•2 -•O' -- Summary of Revision: VolthAcAvvt4 k1. C wAlVyL 'r— Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: e V?l w L ress SITE ADDRESS: vi loo so REVISION LOG PERMIT NO: 0 0 7 2,72 ORIGINAL ISSUE DATE: 0--1 Li -0 (please print) (please print) (please print) (please print) (please print) City of Tukwila Date: / / b Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will nix be accepted through the mail, far, etc. ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # / after Permit is Issued f Revision requested by a City Building Inspector or Plans Examiner Project Name: \/IN DA- "" f 06C-167 Project Address: / 7/ /7 7f.x- �il�lwY laY� Contact Person: �/ s4»7fi S /4/f Phone Number: 3 -- 3 �? -o /7 ' Summary of Revision: C-004 l s / �vx-J 7 /L koz_ tr. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on (A I2 lapplicationslfozms- applications on linelrevision submittal Created: 8 -13 -2004 Plan Check/Permit Number: P o� Steven M Mullet, Mayor Steve Lancaster, Director ntot JAN 2 81008 City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail fad etc. Date: 1 (d 7 Plan Check/Permit Number: PG 7" 2:7 Z ❑ 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: PA- b4 Project Address: / r1 / f->e) ? x t P.40,e4 Contact Person: \j -1r4 s s /f Phone Number: - 03 - 2 ?- /NC' Summary of Revision: 1,43 ta,c_71 `� D CO itter - ? 7 1 ,4im t) 5, 6/k s - / f /oa.7 -t i `Tv 6 d L. A/c Sheet Number(s): "Cloud" or highlight all areas of revision including date o revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 1 ' 1- U - 7 lapplications\forms- applications on linekevision submittal Created: 8-13-2004 Rrvier& Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.citukwila.wa.us Steven M Mullet, Mayor Steve Lancaster, Director RECFNED CITY OF TIJKWILA DEC 17 200T1 CFNTFR License Information License BIENEP* 190B9 Licensee Name BIENER PLUMBING INC Licensee Type CONSTRUCTION CONTRACTOR UBI 600382737 Ind. Ins. Account Id PRESIDENT Business Type CORPORATION Address 1 4033 S UNION AVE Address 2 City TACOMA County PIERCE State WA Zip 984094626 Phone 2065319261 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 1/29/1981 Expiration Date 9/6/2009 Suspend Date Separation Date Parent Company Previous License BIENEP *200B9 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date SINGLETON, BRYAN PRESIDENT 01/31/2007 Bond Amount BIENER, ROY E PRESIDENT 01/29/1981 01/31/2007 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date DEVELOPERS STY & INDEMNITY Until Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= BIENEP* 190B9 12/14/2007 GENERAL FINISH NOTES INDEX REVISIONS SHEET DESCRIPTION ALL SURFACES TO RECEIVE PAINT FINISH SHALL BE PREPARED TO SHOW NO DEFECTS. A. APPLY ONE (1) COAT PRIMER - SEALER- B. APPLY TWO 2 COATS FINISH. NO STIPPLE FINISH ON ALL PAINTED SURFACES. SEE SCHEDULE ON PLANS FOR COLOR AND TYPE. 2. ALL INTERIOR GYPSUM BOARD TO RECEIVE PAINT FINISH SHALL BE TAPED, SEALED, AND SANDED TO RECEIVE FINISH. GYPSUM FR BOARD UNDER P OR STAINLESS STEEL SHALL ONLY BE FIRE TAPED AND SANDED. ALL INTERIOR GYPSUM BOARD TO BE TRUE AND LEVEL. 3. GYPSUM BOARD SHALL EXTEND AT MINIMUM OF 6" ABOVE LAY -IN CEILING SYSTEMS OR UP TO GYPSUM BOARD CEILING. GYPSUM BOARD ON DEMISING WALLS SHALL EXTEND TO THE STRUCTURE ABOVE UNLESS OTHERWISE NOTED. 4. ALL GRILLES SHALL BE PAINTED TO MATCH THE CEILING OR ADJACENT WALL FINISH. 5. ALL FLOORS SHALL BE SMOOTH AND LEVEL WITHOUT DEPRESSED OR RAISED AREAS, EXCEPT PROVISION SHALL BE MADE TO HAVE SMOOTH, EVEN SLOPE TO FLOOR DRAINS. THE SURFACE SHALL BE ACCEPTABLE TO RECEIVE FINISH. 6. VERIFY AND COORDINATE THE LOCATION OF ALL WALL OR CEILING ACCESS PANELS WITH THE ARCHITECT. 7. PROVIDE METAL CORNER BEAD, TRIM AND CASING FOR ALL EDGES AND CORNERS OF GYPSUM BOARD SURFACES ON PAINTED WALLS. CLEAN GYPSUM BOARD CORNERS WITHOUT METAL CORNER BEADS SHALL BE UNDER FRP, TILE, OR STAINLESS STEEL. 8. PROVIDE STIFFENERS, BRACING, BACK -UP PLATES, ETC. AS REQUIRED AT STUD WALLS FOR SUPPORT OF FIXTURES AND OTHER EQUIPMENT. 9. ALL EXISTING SURFACES SHALL BE INSPECTED AND ALL NECESSARY PREPARATORY WORK SHALL BE DONE IN ORDER TO RECEIVE NEW FINISHES. 10. BEFORE PAINTING OR FINISHING WORK IS TO BEGIN, ARRANGEMENTS SHALL BE MADE FOR PROPER VENTILATION AND LIGHTING IN ALL AREAS. 11. ALL FLOOR MATERIAL CHANGES SHALL OCCUR AT DOOR CENTERLINE UNLESS OTHERWISE NOTED. 12. FLOOR MATERIALS SPECIFIED ON THE FINISH SCHEDULE SHALL EXTEND UNDER ALL EQUIP. AND COUNTER AREAS. 13. FLOOR CONTRACTOR SHALL SUBMIT TO OWNER THREE COPIES OF MANUFACTURER'S MAINTENANCE MANUALS FOR THE FLOOR MATERIAL INSTALLED. 14. ALL TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED IN THE HANDBOOK FOR CERAMIC TILE INSTALLATION OF THE TILE COUNCIL OF AMERICA (CURRENT ADDITION)- 15. ALL INTERIOR FINISHES SHALL COMPLY WITH APPLICABLE LOCAL CODES AND REGULATIONS. 16. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ADEQUATE SURFACE CONDITIONS THAT EXIST FOR THEIR WORK. IF ADEQUATE SURFACE CONDITIONS DO NOT EXIST THE SUBCONTRACTOR SHALL NOT PERFORM THEIR WORK UNTIL THE CONDITION . T -1.0 COVER SHEET T -1.1 ADA NOTE T -1.2 ADA NOTE T -1.3 ADA DETAILS T -1.4 CONSTRUCTION RULES & REGULATIONS T-1.4 H-D APPROVAL H D HEALTH DEPARTMENT APPR _ A 0.1 SITE PLAN * A -0.2 SHELL BUILDING FLOOR PLAN A -1.0 FLOOR PLAN AND FINISH SCHEDULE A -1.1 REFLECTED CEILING PLAN AND LIGHTING SCHEDULE A -1.2 FINISH FLOOR PLAN A -1.3 ROOF PLAN A -3.0 INTERIOR DETAILS A -2.1 EXTERIOR ELEVATIONS A -3.2 DETAILS A -4.0 INTERIOR ELEVATIONS A-4 -1 INTERIOR ELEVATIONS A-4.2 KITCHEN AND RESTROOM ELEVATIONS K -1 -0 FURNITURE AND EQUIPMENT PLAN F -1.0 CASEWORK/ COUNTER DETAILS S -6.0 HOOD TYP. DETAILS M--1.0 AIR CONDITIONING FLOOR PLAN M -1.1 AIR CONDITIONING ROOF PLAN M -2.0 MECHANICAL PLAN NOTES, SPECS & SCHEDULES M -3.0 MECHANICAL DETAILS /KITCHEN HOOD DETAILS M -3.1 HOOD DETAIL PLAN M-32 HOOD DETAIL PLAN M-4.0 MECHANICAL EQUIPMENT FORMS E -1.0 ELECTRICAL SYMBOLS, LEGEND & GENERAL NOTES E -2.0 ELECTRICAL POWER PLAN E -2.1 ELECTRICAL ROOF PLAN E -3.0 ELECTRICAL LIGHTING PLAN E -3.1 INTERIOR LIGHTING FORMS E -4.0 ELECTRICAL DETAILS E -5 -0 ELECTRICAL PANEL BOARD SCHEDULE E -6.0 ELECTRICAL SPECIFICATIONS P -1.0 WATER GAS PIPING, PLUMBING FLOOR PLAN & P -1.1 WASTE AND VENT, PLUMBING FLOOR PLAN AND SPECIFICATIONS P -2.0 PLUMBING NOTES A &VENT ISOMETRICS P -3.0 WATER/GAS/WASTE P-4.0 PLUMBING DETAILS SHELL DRAW I NGS FOR REFE SP -8 SPECIFICATIONS (8 SHEETS) RENCE ONLY / / // % � � j P A , ' jI,) ) J % j / / / / / / % / % /�fff/ / %. / %%f l / /// %/ / ��� r / r r ��% ,/ % % � /G j j j j j � � /� // / / / /% I� ./ ,� / / /� /// � � � % f % j / /// � � � f f FILE COPY 1./ Permit • Plan IOW b61r+Or8a ndom _ App I'�vel0�� thetilotatio1 , `i C(ld ICA• pt / 1 • ' ' ' '= SpprO `/ p,, ' // �`r � ��� �l " /�- /�'�� SEPARATE PERMIT REQUIRED FOR: �Mechanica! n 7 • O 0 6 0 • D O Ci of Tukwila BUILDING DIVISION � ` f PFD ,, , - - -. f EElectrigl 6 Q I To7 ,dS IQ N© charges siTell? a =? fo fh^ sr o ❑ Plumbing / � � of work without prior approVI! Of ❑ Gas Piping Tukwila Building Division. j NOTE: Revisions will require a new plan submMal City of Tukwila G and may include additional plan review fees. p 11.DING C N V _ __._ T I DIVISION 7 ' _ �� 0 5 C U �Ll Qo JSUJ _ f l Ll ' HOEN C E N� LJ K vv `J TE n p D ER H D R E 1 PARK'VVAY vv D MARK n n _ ? p S AC � ---- • 7 ' -' �� ;= _ U�,. E r�` "`� " ' s� l �� _ �'� ` �C: � � _ a _ 08 AC , 2C�7 �� 9 � ��'��" ��_ q D `��± IS CORRECTED. 17. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS. 18. ALL TILE DIMENSIONS ARE DESIGNED TO LAY QUT IN AN EQUAL MANNER. IF TILE MUST BE CUT, THE GROUT LINES SHALL ALIGN WITH ADJACENT TILES OR BE CENTERED AND CUT IN OBVIOUS LOCATIONS. THE GENERAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF GYPSUM BOARD WITH TILE DIMENSIONS TO PERMIT EVEN INSTALLATION. _ __ .__ GENERAL NOTES PROJECT INFORMATION ABBREVIATIONS SYMBOLS - IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO FULLY EXAMINE THE TENANT SPACE. ALL EXISTING STRUCTURES AND ALL OTHER EXISTING STRUCTURE ON THE PROJECT SITE BEFORE COMMENCING THE WORK. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL, HORIZONTAL AND OTHERWISE), AS WELL AS TO VERIFY THE CONDITIONS AND NATURE OF THE TENANT CONSTRUCTION, MATERIALS, AND AVAILABLE UTILFI1ES AND STRUCTURAL ELEMENTS AND TO NOTIFY THE OWNER'S REPRESENTATIVE, IN WRITING OF ANY AND ALL DISCREPANCIES BETWEEN THE SAID EXISTING CONDITIONS AND THESE DRAWINGS. FURTHER, IT SHALL BE THE JOINT RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS AND SUPPLIERS OF MATERIALS TO SECURE ALL NECESSARY ADAPTATIONS TO SAME AS REQUIRED FOR THEIR RESPECTIVE WORK PRIOR TO ORDERING, FABRICATION OR INSTALLATION OF ANY MATERIALS, EQUIPMENT OR COMPONENTS WHICH ARE TO BE INTEGRATED INTO THE WORK OF THIS PROJECT. NO CLAIMS FOR ADDITIONAL COMPENSATION SHALL BE MADE OR SHALL BE VAUD UNLESS WRITTEN NOTIFICATION IS RECEIVED BY THE OWNER'S REPRESENTATIVE AND THE ADDITIONAL COMPENSATION IS APPROVED IN ADVANCE OF PROCEEDING WITH THE WORK, 2• COMMENCEMENT OF WORK IN ANY AREA BY THE CONTRACTOR SHALL BE CONSTRUED AS THAT THE CONTRACTOR HAS CHECKED THE EXISTING CONDITIONS AND FOUND THEM TO BE SATISFACTORY TO ACCEPT THIS PORTION OF THE WORK. 3• ALL WORK SHALL BE PERFORMED AS TO COMPLY WITH ALL GOVERNING STATUTES, ORDINANCES, REGULATIONS, CODES AND INSURANCE RATING BOARDS. NO WORK SHALL COMMENCE UNTIL ALL GOVERNMENTAL AND JURISDICTIONAL PERMITS AND APPROVALS ARE OBTAINED. 4 • ALL WORK SHALL BE PERFORMED IN A FIRST CLASS MANNER AND SHALL BE IN GOOD AND USABLE CONDITION AT THE DATE OF COMPLETION THEREOF. 5 - ALL WORK SHALL BE COORDINATED WITH THAT OF THE LANDLORD AND OTHER TENANTS IN THE CENTER SO THAT THE CONTRACTOR'S WORK SHALL NOT INTERFERE WITH OR DELAY THE CONSTRUCTION OF OTHER CONSTRUCTION IN THE SHOPPING CENTER. 6 • CONTRACTORS ARE REQUIRED TO ME THE LANDLORD TWENTY FOUR (24) HOURS ADVANCED WRITTEN NOTICE OF SAID WORK. FURTHERMORE, CONTRACTORS, SUBCONTRACTORS, AND MATERIAL MEN AGREE TO COMPLY WITH ANY LANDLORD PROCEDURE HEREAFTER ADOPTED WHICH REQUIRE AND IS NOT LIMITED TO THOSE PERFORMING TENANTS WORK AFTER REGULAR SHOPPING CENTER HOURS TO SIGN IN AND "SIGN OUT" WITH THE SHOPPING CENTER. 7• ALL WORK SHALL BE PERFORMED IN A MANNER WHICH DOES NOT GENERATE NOISE, VIBRATION, ODOR OR DUST WHICH, IN LANDLORD'S SOLE DISCRETION, IMPAIRS WITH THE OPERATIONS OF THE SHOPPING CENTER OR THE CONDUCTING OF BUSINESS BY THE TENANTS THEREIN. 8 UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR INSTALL OR PERMIT TO BE INSTALLED, ANY MATERIALS CONTAINING ASBESTOS WITHIN THE SHOPPING CENTER OR THE TENANTS LEASE PREMISES. 9- ALL WORK SHALL BE CONFINED TO THE PREMISES AND CONTRACTORS, SUBCONTRACTORS OR MATERIAL MEN ARE NOT PERMITTED TO PERFORM ANY OF SAID TENANT'S WORK (OR STORE ANY MATERIALS OR MACHINERY) OUTSIDE OF THE PREMISES, SUBJECT TO LANDLORD'S APPROVAL OTHERWISE. 10- NO CONSTRUCTION MATERIAL OR DEBRIS SHALL BE PLACED IN ANY OF THE LANDLORD'S TRASH RECEPTACLES OR COMPACTORS AT ANY TIME. THE CONTRACTOR SHALL ARRANGE (IF REQUIRED) FOR A TRASH DUMPSTER, SIZE AND LOCATION OF WHICH IS SUBJECT TO LANDLORD'S APPROVAL, FOR THE REMOVAL OF REFUSE. 11. THE ABBREVIATION OF N.LC." INDICATES WORK AND OR MATERIAL IS NOT IN THE CONTRACT OF THE GENERAL CONTRACTOR, HOWEVER THIS DOES NOT RELIEVE THE G.C. OF THE RESPONSIBILITY OF COORDINATION. 12. REPAIR ALL DAMAGE OR VOIDS CAUSED DURING CONSTRUCTION TO ANY AREA OF THE PROPERTY TO THE ORIGINAL CONDITION. PROTECT ADJACENT AREAS FROM DIRT AND DUST. 13. ALL CONCEALED WOOD BLOCKING IN WALLS AND CEILING SHALL BE FLAME RETARDANT TREATED. 14. ALL FIRE EXITS ARE TO REMAIN CLEAR AND OPEN DURING ALL PHASES OF CONSTRUCTION IF APPLICABLE. 15. THE LOCATIONS OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDIVIDUALLY VERIFIED BY THE OWNER OR HIS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 16. THE TERM "OWNER" OR "TENANT" SHALL REFER TO PANDA EXPRESS AND ITS AGENTS OR REPRESENTATIVES. THE TERM "GENERAL n G n GENERAL CONTRACTOR AND .C. SHALL REFER TO THE PERSON AND/OR P SONS WHO HAVE CO CTED OR / PERSONS CONTRACTED SUBCONTRACTED FOR THE WORK. 17. ALL WALL & CEILING CONSTRUCTION SHALL BE SUPPORTED BY STRUCTURE & NOT BY METAL DECK IF APPLICABLE. 18. CONTRACTOR SHALL SUBMIT (4) COPIES OF SPRINKLER SHOP DRAWINGS FOR APPROVAL TO LANDLORD'S FIRE ENGINEER PRIOR TO CONSTRUCTION IF APPLICABLE- 19. GENERAL CONTRACTOR SHALL CHECK -IN WITH LANDLORD'S ON SITE TENANT COORDINATOR PRIOR TO COMMENCING CONSTRUCTION IF APPLICABLE- 20. IN ADDITION TO THE GENERAL NOTES LISTED HEREIN, A.I.A. DOCUMENT A201 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION SHALL APPLY. 21- TENANT'S GENERAL CONTRACTOR SHALL ARRANGE AN ON -SITE MEETING WITH THE DEVELOPER'S AGENT PRIOR TO STARTING ANY PORTION OF THE WORK, SUBSEQUENT TO LANDLORD'S CONSTRUCTION RELEASE. BUILDING INFORMATION OCCUPANT LOAD PER UBC TABLE 10 -A: AFF ABOVE FINISHED FLOOR ALUM. ALUMINUM BV BALL VALVE (FULL PORT) C. CONDUIT CO CONDUIT ONLY CW COLD WATER (E) EXISTING EC ELECTRICAL CONTRACTOR EWH ELECTRICAL WATER HEATER EXT. EXTERIOR FOF FACE OF FINISH FOS FACE OF STUD FS FLOOR SINK GC GENERAL CONTRACTOR HW HOT WATER ID INDIRECT DRAIN INT. INTERIOR KEC KITCHEN EQUIP. CONTRACTOR LL LANDLORD MC MECHANICAL CONTRACTOR (NO NEW X u .: J ED NIC NOT IN CONTRACT °` NITS NOT TO SCALE OA OUTSIDE AIR AUG 13 oc ON CENTER PC PLUMBING CONTRACTOR RAR RETURN AIR REGISTER RI ROUGH -IN STRUCT. STRUCTURE, STRUCTURAL WCO WASTE CLEAN OUT (Di) DOOR TYPE 0 WINDOW TYPE APPLICABLE CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF DINING ROOM AREA: 35 OCCUPANTS (12 EXTERIOR) THE SPECIFICATIONS AND DRAWINGS, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES AND KITCHEN AREA 4 EMPLOYEES /SHIFT (2 SHIFTS PER DAY) REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ALL PERMITS AND LICENSES NECESSARY FOR OFFICE AREA: 1 OCCUPANT THE PROPER EXECUTION OF THE WORK SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR INVOLVED. APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: STORAGE AREA: 1 OCCUPANT OTHER: 15 OCCUPANTS ® FLOOR FINISH • WALL TYPE INTERIOR ADDRESS: STREET ADDRESS: 17100 SOUTH CENTER PARKWAY SUITE 108 TOTAL OCCUPANT LOAD: 56 OCCUPANTS NUMBER OF EXTERIOR SEATS: 12 SEATS CITY: TUKWILA COUNTY KING COUNTY STATE: WASHINGTON PANDA EXPRESS SITE: S4-- 08 - D1 6 7 7 STRUCTURE: CONCRETE WALL PANELS w/ 4" To 8" MASONRY VENEER O ELEVATIONS •., REFERENCE A METAL ROOF DECK o/ OPEN WEB JOISTS. UT1LJ11ES BUILDING DATA SECTION A -2 GAS UTILITIES : GAS COOKING , GAS HVAC OCCUPANCY BUILDING USE GROUP A2 CONSTRUCTION TYPE BLDG III B ELECTRIC UT1Lf11ES : NUMBER OF STORIES` 1 SPLIT UTILITIES TOTAL BUILDING AREA: 1,986 S.F. GAS HVAC /ELECTRIC COOKING BUILDING CODES: DETAIL A-2 BUILDING CODE EDITION 2006 IBC MECHANICAL CODE EDITION: 2006 IMC ELECTRICAL EDITION: LEGAL DESCRIPTION CEILING FINISH WALL FINISH E D Illi CODE 2002 NEC PLUMBING CODE EDITION: 2006 UPC NEW PANDA EXPRESS RESTAURANT TENANT IMPROVEMENT LOCATED AT THE NORTHWEST END CAP OF BUILDING N SUITE 100 WITHIN THE SOUTH CENTER LOCAL CODES + ORDINANCES TUKWILA SQUARE SHOPPING CENTER LIFE SAFETY SYSTEM: HEALTH DEPARTMENT NOTES KITCHEN EQUIPMENT ?QO Q C) ROOM NUMBER GRID EMERGENCY LIGHTING YES 1. NO CHANGES WILL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL EXIT SIGNS YES 2. PUBLIC HEALTH - SEATTLE & KING COUNTY INSPECTION REQUIRED ON FIRE ALARM AND SMOKE DETECTION SYSTEMS COMPLETION OF WORK PRIOR TO OPENING. YES PANIC HARDWARE YES NOTE: SIGNAGE DRAWINGS UNDER SEPARATE PERMIT STRUCTURAL OF ~ POINT ORIGIN PROJECT DIRECTORY VICINITY MAP N.T.S. OWNER WIG PROPERTIES LLC -SS JURISDICTIONAL AUTHORITIES 4811 134TH PL SE BELLE 98006 BELLEVUE, WA 9 BUILDING & TELEPHONE SEWER SAFETY DIVISION SERVICE TUKWILA SEWER UTILITY TENANT DEVELOPER COMUNITY DEVELOPMENT DEPARTMENT QWEST 600 MINKLER BLVD. PANDA RESTAURANT GROUP, INC. PERMIT CENTER 23315 66TH AVE SOUTH TUKWILA, WA 98188 CONTACT PERSON: JERALD EARL 6300 SOUTHCENTER BLVD., SUITE 100 KENT, WA 98032 2061 433 -1864 ( / 1683 WALNUT 20fi ROSEMEAD, CA 91770 206 TUKWILA, 431W 431-3670 98188 (206)345-2968 ) 345 -2968 ( ) DIRECT (360)885 -1135 SHOPPING CENTER 714 -8971 TEL. (626 )714-8971 FIRE DEPARTMENT GAS /ELECTRIC COORDINATOR/ FAX. (626)372-8310 PUGET SOUND ENERGY REPRESENTATIVE HEADQUATERS - STATION 51 ARCHITECT 444 ANDOVER PARK EAST CUSTOMER CONSTRUCTION FHK ANDERSON, LLC VIGEN ASSOCIATES TUKWILA, WA 98188 3130 5 38TH St 2300 DOUGLAS BLVD. STE. 385 1 E. OLIVE AVENUE (206) 575 4404 TACOMA, WA 98409 ROSE 6 1 206 ROSEVILLE, C A 95 6 FRESNO, CA 93728 (888) 321 -7779 FRED KATZ GARY TIMAN VIGEN, ARCHITECT (425) 806 -7811 (916) 780 -6670 ) ( ) FAX. 559 -268 -1172 ENVIRONMENTAL WATER ENGINEERING MECHANICAL, PLUMBING, HEALTH DIVISION T UKWILA WATER UTILITY PUBLIC WORKS 600 MINKLER BLVD. ADMINISTRATION ENGINEERING ELECTRICAL SEATTLE KING COUNTY TUKWILA, WA 98188 6300 DOUTHCENTER BLVD. ROLFES ENGINEERING, INC. DEPARTMENT OF PUBLIC HEALTH (206) 433 -1863 TUKWILA, WA 98188 1036 W. ROBINHOOD DRIVE, SUITE 201 1404 CENTRAL AVE. S SUITE 100 (206) 433-0179 STOCKTON, CA 95207 KENT, WA 98032 FRED ROLFES (206) 205 -1903 TEL. 209 -473 -2859 FAX. 209-473-1312 4tilik : r, - a �� w a. ,I `�•• =� .t. I U . �' v T7Ea a �� . S .,.. �. 14 a . wa wa _ �`' `? ' ? 172nd St 11 ;. list �; 9 , r . ., 5 15 a nd v 1 TAI , S , v s `'� ! ,N, frey # § tt Y , µ. Y - r .. x d 5 ' p F ,. - -µ :# ' ` K r; its I# - . ;,..... < !. �' 2 � ,, � g �'y :max -€ € « €I `:mK > # >! I11��?C 81vd. � rI£ rn Tack Dr _ I " C�I�D I" "Cl 2 2007 �' "" °' € PERMIT CENTER w - 3 r 2 DEFERRED ITEMS:' KITCHEN HOOD EXTINGUISHING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH NFPA STANDARDS, UL 300. PLANS & SPECIFICATIONS SHALL BE SUBMITTED UNDER SEPARATE PERMIT AS DEFERRED SUBMITTAL TO THE FIRE DEPARTMENT FOR REVIEW AND APPROVAL. PANDA RESTAURANT GROUP, INC_ Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Tele0one: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS. SKETCHES, IDEAS, ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECTS WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE DXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. & VIGEN ARO- IITECT. THE WORK CONTAINED ON THESE DWGS AND DOCUMENTS I5 CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NQ OTHER. AND NOT FOR OTHER RFJ ATED. IMPLIED. OR FUTURE WORK(S) OR PROJECT(S), ■ REVISIONS: • • ISSUE DATE: • DATE • ARCHITECT • • SEAL: • • PROJECT: ■ DESCRIPTION BY VIGEN ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08 -D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. 8692 SHEET NOT TITLE SHEET REGIS' 1=:D ARC 1;CT >v N VTGEN ASHNGTON PLAN CHECK SUBMITTALP8 /31/07 FINISH NOTES 1. ALL TILE DIMENSIONS ARE DESIGNED TO LAY OUT IN AN EQUAL MANNER. IF TILE MUST BE CUT, THE GROUT LINES SHALL ALIGN WITH ADJACENT TILES OR BE CENTERED AND CUT IN OBVIOUS LOCATION. G.C. SHALL COORDINATE THE INSTALLATION OF GYP. BD. WITH TILE DIMENSIONS TO PERMIT EVEN INSTALLATION. 2. ALL SURFACES TO RECEIVE PAINT FINISH SHALL BE PREPARED TO SHOW NO DEFECTS. A APPLY ONE (1) COAT PRIMER - SEALER B. APPLY TWO (2) COATS FINISH. NO STIPPLE FINISH ON ALL PAINTED SURFACES. SEE SCHEDULE ON PLANS FOR COLOR AND TYPE. 3. ALL INTERIOR GYP. BD. TO RECEIVE PAINT FINISH SHALL BE TAPED, SEALED,AND SANDED TO RECEIVE FINISH. GYP. BD. UNDER FRP OR 5.5. SHALL ONLY BE FIRE TAPED AND SANDED. ALL INTERIOR GYP. BD. TO BE TRUE AND LEVEL. 4. GYP. BD. SHALL EXTEND AT MINIMUM OF 6" ABOVE LAY -IN CEILING SYSTEMS OR UP TO TYP. BD. CEILING. GYP, BD. ON DEMISING WALLS SHALL EXTEND TO THE STRUCTURE ABOVE UNLESS OTHERWISE NOTED. 5. ALL GRILLES SHALL BE PAINTED TO MATCH THE CEILING OR ADACENT WALL FINISH. 6. ALL FLOORS SHALL BE SMOOTH AND LEVEL WITHOUT DEPRESSED OR RAISED AREAS, EXCEPT PROVISION SHALL BE MADE TO HAVE SMOOTH, EVEN SLOPE TO FLOOR DRAINS. THE SURFACE SHALL BE ACCEPTABLE TO RECEIVE FINISH. 7. VERIFY AND COORDINATE THE LOCATION OF ALL WALL OR CEILING ACCESS PANELS WITH THE ARCHITECT. 8. PROVIDE METAL CORNER BEAD, TRIM AND CASING FOR ALL EDGES AND CORNERS OF GYP. BD. SURFACES ON PAINTED WALLS. CLEAN GYP. BD. CORNERS WITHOUT METAL CORNER BEADS SHALL BE UNDER FRP, TILE, OR S.S. g_ PROVIDE STIFFENERS, BRACING, BACK -UP PLATES, ETC. AS REQUIRED AT STUD WALLS FOR SUPPORT OF FIXTURES AND OTHER EQUIPMENT. 10. ALL EXISTING SURFACES SHALL BE INSPECTED AND ALL NECESSARY PREPARATORY WORK SHALL BE DONE IN ORDER TO RECEIVE NEW FINISHES. 11. BEFORE PAINTING OR FINISHING WORK 15 TO BEGIN, ARRANGEMENTS SHALL BE MADE FOR PROPER VENTILATION AND LIGHTING IN ALL AREAS. 12. ALL FLOOR MATERIAL CHANGES SHALL OCCUR AT DOOR CENTERLINE UNLESS OTHERWISE NOTED. 13. FLOOR MATERIALS SPECIFIED ON THE FINISH SCHEDULE SHALL EXTEND UNDER ALL EQUIPMENT AND COUNTER AREAS. 14. FLOOR CONTRACTOR SHALL SUBMIT TO OWNER THREE COPIES OF MANUFACTURER'S MAINTENANCE MANUALS FOR THE FLOOR MATERIAL INSTALLED. 15. ALL TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED IN THE HANDBOOK FOR CERAMIC TILE INSTALLATION OF THE TILE COUNCIL OF AMERICA (CURRENT EDITION). 16. ALL INTERIOR FINISHES SHALL COMPLY WITH APPLICABLE LOCAL CODES AND REGULATIONS. 17. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ADEQUATE SURFACE CONDITIONS THAT EXIST FOR THEIR WORK. IF ADEQUATE SURFACE CONDTIONS DO NOT EXIST THE SUBCONTRACTOR SHALL NOT PERFORM THEIR WORK UNTIL THE CONDITION IS CORRECTED. 18. CONTRACTOR TO FIELD VERIFY EXISTING CONDTIONS AND DIMENSIONS 19. WALL & CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN UBC TABLE 8 -B. 20. ALL EXTERIOR DOORS NEED TO HAVE WEATHERSTRIPPING AROUND THE PERIMETER OF THE DOOR AND BE EQUIPPED W/ DOOR SWEEP ALONG THE BOTTOM OF THE DOOR. OWNER PROVIDED ITEMS THE FOLLOWING ITEMS ARE PROVIDED / FURNISHED BY THE OWNER & TO BE INSTALLED BY THE CONSTRUCTOR NOTE: THE FOLLOWING STAINLESS STEEL PROVIDED BY OWNER -- INSTALLED BY G.C.: 1. WP3 PANELS 2. 4' WP2 PIECE AT END OF HOOD 3. PANEL DIVIDERS AT WP3 4. WALL END CAP AND HEADER AT WP3 5. INSIDE CORNER AT WP3 TO WP2 6. FLASHING AT TOP OF BASE AT WP3 G.C. TO PROVIDE VERIFIED DIMENSIONS TO OWNER AT START OF PROJECT. ALL OTHER STAINLESS STEEL BY G.C. NOTE: G.C. TO INSTALL MIN. 3 1/2" NON - COMBUSTIBLE MINERAL FIBERGLASS BATTS SOUND INSULATION AT ALL RESTROOM PARTITIONS AND CEILINGS. FIRE DEPARTMENT NOTES 1.FIRE PROTECTION SYSTEMS (FIRE HYDRANTS, WATER MAINS, ETC.) SHALL BE INSTALLED, TESTED AND APPROVED BY THE CITY OF ANDERSON PRIOR TO THE ISSUANCE OF BUILDING PERMITS. NOTE ADDED TO PLANS SHEET A --1.0. 2. BUILDING ADDRESS NUMBERS SHALL BE PLAINLY VISIBLE FROM THE STREET FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. NOTE ADDED TO PLANS SHEETS A -1.0 & A-2.0 & A -2.1. 3. ALL COOKING EQUIPMENT THAT PRODUCE GREASE LADEN VAPORS SHALL BE PROTECTED BY A HOOD AND DUCT FIRE EXTINGUISHING SYSTEM IN COMPLIANCE WITH THE UNIFORM FIRE CODE AND UL300. ADDED TO PLANS SHEETS A -1.0 & K - 1.0. 4. A FIRE DEPARTMENT APPROVED KEY LOCK BOX SHALL BE INSTALLED AT OR NEAR THE MAIN ENTRANCE TO THE FACILITY FOR EMERGENCY ACCESS. CONTACT THE FIRE PREVENTION DNISION FOR INSTALLATION INSTRUCTIONS. NOTE ADDED TO PLANS SHEETS A -1.0 & A -2.0. 5. ADDRESSING ADDRESS NUMBERS SHALL BE DISPLAYED ON THE FRONT OF BUILDINGS, OR AS REQUIRED BY THE FIRE CODE OFFICIAL. NUMBERS SHALL BE TEN (10) INCHES HIGH, WfTH A PRINCIPAL STROKE OF NO LESS THAN THREE QUARTER (3/4) INCH. NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. WHEN ADDRESS NUMBERS ARE LOCATED ON CLEAR GLAZING SUCH DOORS, WINDOWS, OR RELIGHTS, THE NUMBERS SHALL BE WHITE TO ACHIEVE CONTRAST DURING ALL LIGHTING CONDITIONS. 6. PORTABLE FIRE EXTINGUISHERS PORTABLE FIRE EXTINGUISHERS, EACH HAVING A MINIMUM UL CLASSIFICATION OF 2A -10BC, ARE REQUIRED AT THE RATIO OF ONE EXTINGUISHER FOR EACH 3,000 SQ. FT. OF FLOOR AREA. EXTINGUISHERS SHALL BE MOUNTED IN CONSPICUOUS LOCATIONS, ADJACENT TO IXffS, AND SO THE TRAVEL DISTANCE TO AN EXTINGUISHER DOES NOT EXCEED 75 FT. THE TOP OF THE EXTINGUISHER SHALL BE WITHIN 48 IN. OF THE FLOOR. 7. KITCHEN HOOD AND DUCT EXHAUST FIRE EXTINGUISHING SYSTEM A UL 300 RATED FIRE EXTINGUISHING SYSTEM 15 REQUIRED FOR PROTECTING THE COMMERCIAL COOKING EQUIPMENT AND HOOD AND DUCT ASSEMBLY. A PERMIT TO INSTALL THE FIRE EXTINGUISHING SYSTEM 15 REQUIRED. A CLASS K PORTABLE EXTINGUISHER SHALL BE LOCATED NEAR THE HOOD, IN THE PATH OF EGRESS. IF THE EXISTING KITCHEN HOOD AND DUCT EXHAUST FIRE EXTINGUISHING SYSTEM 15 UL300 COMPLIANT, THEN A CURRENT COFIDENCE TEST OF THAT SYSTEM 15 REQUIRED. 8. OCCUPANT CAPACITY SIGNS WHERE A BUILDING OR PLACE OF ASSEMBLY IS REQUIRED TO HAVE ITS OCCUPANT CAPACITY POSTED FOR PUBLIC VIEW, THE SIGN SHALL BE PERMANENTLY LOCATED ADJACENT TO THE MAIN ENTRANCE TO THE PLACE OF ASSEMBY, AND SHALL REMAIN VISIBLE AT ALL TIMES. FINISH SCHEDULE A10 -FSO6 03/18/07 ROOM NAME FLOOR BASE WALL CEILING 100 DINING ROOM T-61 !T 63 18 "x18" PORCELAIN TILE T-69 6 "x12 " PORCELAIN TILE T 616 COVE BASE FOR SERVING AND BEV. COUNTER P - 65 P P -66 PAINTE� T -67 2"X T-68 2"X WP4 WOOD GYP. BD. GYP. BD. 2 CERAMIC TILE 2" CERAMIC TILE PANEL C3 GYP. BD. W/ PAINT C1 2'X2' SUSP. GRID ACOUSTICAL TILES 101 SERVING AREA QT 6 "x6" CONT. QUARRY TILE QT1 IN HIGH TRAFFIC AREA QT2 6 "x6" CONT. 3/8" RAD, MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS P -61 SMOOTH WASHABLE PAINT T -67 2 "X 2" CERAMIC TILE T -68 2 "X 2" CERAMIC TILE WP4 WOOD PANEL C3 GYP. BD. W/ PAINT P -61 SMOOTH WASHABLE PAINT 102 MANAGER OFFICE QT 6 "x6" CONT. QUARRY TILE QT1 IN HIGH TRAFFIC AREA QT2 6 "x6" CQNT. 3/8" RAD. M (KITCHEN EQUIP ON 6" NSF APPROVED LEGS P -61 GYP. BD. WPi FRP PANEL C2 2'X4' SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS 103 KITCHEN QT 6 "x6" CONT. QUARRY TILE QT1 IN HIGH TRAFFIC AREA QT2 6 "x6" CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS WP3 S.S. BEHIND COOK LINE Wp1 FRP PANEL C2 2'X4' SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS 1 D4 STORAGE QT 6 "x6" CONT. QUARRY TILE QT1 IN HIGH TRAFFIC AREA QT2 6 "x6" CONT. 3/8" RAD MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS Wp1 FRP PANEL C2 2'X4' SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS 105 WALK -IN COOLER QT 6 "x6" CONT. QUARRY TILE QT1 IN HIGH TRAFFIC AREA SS /ALUM. EXT S.S. INT, ALUM /GALV. STL ALUM /GALV. STL 105 • WALK -IN FREEZER GALV. STL. SS /ALUM. EXT S.S. INT, ALUM /GALV. STL ALUM /GALV. STL 106 MEN'S ROOM T -64 8" X 8" PORCELAIN TILE T -65c 6" X 12" PORCELAIN TILE W/ 3/8" RAD. COVE T-65 12" X 24" PORCELAIN T -66 2 "X 2" GLASS TILE P -61 PAINTED GYP. BD. C3 GYP. BD. W/ PAINT P -61 SMOOTH WASHABLE PAINT ( 0) WOMEN'S ROOM T-64 8" X 8" PORCELAIN TILE T -65c 6" X 12" PORCELAIN TILE W/ 3/8" RAD. COVE T-65 12" X 24" PORCELAIN T-66 2 "X 2" GLASS TILE P -61 PAINTED GYP. BD, C3 GYP. BD. W/ PAINT P -61 SMOOTH WASHABLE PAINT 1Q$ VESTIBULE T -61 18 "x18" PORCELAIN TILE T -69 6 "x12" PORCELAIN TILE P-65 -66 PAINTED GYP. BD. T -67 2 "X 2" CERAMIC TILE T -68 2 "X 2 CERAMIC TILE WP4 WOOD PANEL C GYP. BD. W/ PAINT Cl 2'X2' SUSP. GRID ACOUSTICAL TILES DOOR SCHEDULE A10 -DS06 09/25/06 NO. MANUFACTURER MFG # SIZE FRAME FACEIEOGE THK. CORE LITE RATE HDW D1 EXI TINE GLA55 DOOR U5 ALUMINUM ALUM. BLACK KYNAR FRA 4 1/2 "x2" 1" CLR. INSULATED GLASS GLASS - HW - 1, (E) BY LL. LL TO PROVIDE PANIC LOCK O D3 CECO 3'- 0'x7' -0" H. ME S.C. WD MAPLE FIN. W/ CLR. SEALER 1 3/4" SOLID - - HW - 4 0 �` JJ EXISTING GLASS DOOR US ALUMINUM - ALUM. BLACK KYNAR FRA 4 1/2 "x2" 1" CLR. GLASS TED GLASS HW -1, (E) BY LL. LL TO PROVIDE PANIC LOCK HARDWARE SCHEDULE INSTALLED AND FURNISHED BY. G.C. SET HINGES CLOSERS PUSH/PULL LOCKSET STOPS THRESHOLD ADA SIGNAGE DOOR BELL VIEWER KICKPLATE SILENCERS HW-1 OFFSET PIVOTS TOP, BOTTOM & INTERMEDIATE DORMA RTS88 BFE 90' NHO 626 KAWNEER CO- 9 /CP -II #14 THUMBTURN - PEMKO 2005AT - - - - - HW OFFSET PIVOTS TOP, BOTTOM & INTERMEDIATE DORMA RTS88 BFE 90' NHO 626 KAWNEER CO- 9 /CP -II #14 - TRIMCO 1215CKU - - - - - HW SELECT PRODUCTS UMMTED SL11 DORMA TS93 - 5 PT 689 - POQ GT SERIES #116 626 - PEMKO 2005AT - EDWARDS 101 WHITE PEEK -0 #595 TRIMCO K0038 35 "x10" 630 - HW STANLEY FBB179 4 -1/2x4 600 DORMA TS93 -5 PT 689 - MARKS USA 195 L / US 32 -S1 TRIMCO 1215CKU - SBH, BLUE 53445, SBH12M SB443, SBH12W - - TRIMCO K0038 35 ° x10" 630 (BOTH SIDES; IVES SR64 GRAY HW -5 STANLEY FBB179 4 - 1/2x4 600 DORMA TS93 - 5 PT 689 TRIMCO 7141, 630 7001, 630 - TRIMCO 1215CKU - SBH, BLUE 53445, SBH12M 58443, 5BH12W -- - TRIMCO K0038 35 ° x10" 630 (BOTH SIDES) IVES SR64 GRAY 1. ALL DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL, KNOWLEDGE OR EFFORT IN ACCORDANCE WITH LOCALLY ADOPTED CODES. AT STOREFRONT DOORS WITH KEYED LOCK G.C. IS TO PRDVIDE A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "THESE DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS-° 2. HW -2 IS USED ONLY ON PROJECTS WITH AN ENTRY AIRLOCK VESTIBULE 3. HW -4 IS USED ONLY ON PROJECTS THAT HAVE SINGLE OCCUPANCY TOILET ROOMS. WALL PANEL SCHEDULE A10 -WPS06 09/25/06 NO MANUFACTURER DESCRIPTION MFG # COLOR FINISH REMARK CD KIMLITE / LASCO THICKNESS: .090 LBCS.14 #636 (LIGHT GRAY), SM /SM SMOOTH It WASHABLE, 877.697.0195 (Torn Sucher) (WP) - S.S. PANEL (22 GA) - BRUSHED FINISH (WP) - S.S. PANEL (24 GA) - RIBBON FINISH FURNISHED BY OWNER, INSTALIID BY G.C. (WP4) FORMICA CUSTOM PLASTIC LAMINATE - CHINA RED (BEECHWOOD PATTERN) TEL (626) 810 -1819 SPECIAL SURFACE SCHEDULE A10 -SSSO6 03/18/07 NO MANUFACTURER PRODUCT MFG # STAIN / COLOR FINIISH REMARK (DL-61) OCTOPUS PLATSTIC LAM. (OCTOLAM) #585 TEL 1-877-OCTOLAM, UNDA GRASS (aR -63 - -- GRANITE (SLAB) - -- BLACK GALAXY POLISHED COUNTER TOP WALL SCHEDULE A10 -WSO6 09/25/06 NO DESCRIPTION 1 EXISTING WALL BY LANDLORD. TENANT SIDE 5/8" TYPE "X" GYP. BD. AND INSULATION BY LANDLORD. Q 2 EXISTING STORE FRONT ( PROTECT IN PLACE ) 0 1 1/2" MTL. STUD @ 16" O.C., FURRED WALL W/ 5/8" TYPE " X " GYP. BD. ON INTERIOR SIDE (SEE A -2 FOR HEIGHT, FINISH, & DETAIL) Q 3 5/8" MTL. STUD © 16" O.C., W/ 5/8" TYPE "X" GYP. BD. BOTH SIDES (SEE A -2 FOR HEIGHT, FINISH, & DETAIL) 0 6" MTL. STUD @ 16" O.C., W/ 5/8" TYPE "X" GYP. BD. BOTH SIDES (SEE A -2 FOR HEIGHT, FINISH, & DETAIL) 0 3 5/8" MTL. STUD © 16" D.C., LOWER WALL W/ 5/8" GYP. BD. BOTH SIDES (SEE A -2 FOR HEIGHT, FINISH, & DETAIL) INTERIOR PAINT SCHEDULE A10 -IPS06 03/18/07 NO MANUFACTURER MFG # COLOR FINISH REMARK (P -60 ) BENJAMIN MOORE 2132 -10 BLACK SATIN FINISH RESTROOM DOOR FRAMES . 1 BENJAMIN MOORE OC--30 CRAY MIST (WHITE) EGGSHELL, LATEX RESTROOM UPPER WALLS & CEILING (P -61s) BENJAMIN MOORE OC -30 GRAY MIST (WHffE) SEMI -GLOSS KITCHEN CEIILNG, WALL (P -62 ) BENJAMIN MOORE 2087 -10 NEON RED (RED) EGGSHELL, LATEX DECORATIVE FRAME (CANOPY), ROUND SOFFIT (P -63) BENJAMIN MOORE 2145.20 TERRAPIN GREEN EGGSHELL, LATEX LOW WALL BENJAMIN MOORE 1400 YOUR MAJESTY (PURPLE) SEMI -GLOSS DOOR FRAME (P- 3s) BENJAMIN MOORE 2011 -10 ORANGE EGGSHELL, LATEX SOFFIT, & PROJECTION EDGE ® SERVICE LINE (P -64) (P-65) BENJAMIN MOORE BENJAMIN MOORE BENJING GOLD EGGSHELL, LATEX PERIMETER WALL BENJAMIN MOORE 2018 -40 NACHO CHEESE (YELLOW) EGGSHELL, LATEX MENU BOARD WALL, UPPER SOFFIT WALL (P-66 ) BENJAMIN MOORE AC-36 SHENANDOAH TAUPE (WARM GRAY) EGGSHELL, LATEX EXPOSED JOISTS, DUCT, DECK & RELATED EXPOSED CEILING ITEMS, REAR DOOR AND FRAME. (P-67) TILE SCHEDULE ( SEE SHEET A -1.2 ) NOTE: THE FOLLOWING STAINLESS STEEL PROVIDED BY OWNER -- INSTALLED BY G.C.: 1. WP3 PANELS 2. PANEL DIVIDERS AT WP3 3. WALL END CAP AND HEADER AT WP3 4. INSIDE CORNER AT WP3 TO WP2 5. FLASHING AT TOP OF BASE AT WP3 6. 4' WP2 PIECE AT END OF HOOD ALL OTHER STAINLESS STEEL BY G.C. G.C. TO PROVIDE VERIFIED DIMENSIONS TO OWNER AT START OF PROJECT. WALL LEGEND r . MESIntrittsli EXISTING WALL TO REMAIN NEW WALL LOW WALL WALK -IN BOX PANEL KIT HEN co EXHAUST ABOVE DASH LINE INDICATES SOF IT MENU BD. LIGHTING SEE DTL. 10/A3.0 SERVICE AREA WALK -IN COOLER PROVIDED BY OWNER INSTALL BY G.C. WAL FRE PROVID OW INSTALL -IN ZER D BY ER BY G.C. r if Air At" - - • 1 3' -0 "x7' 0" �� D3 I � 2' -[3" 1'- 467:7•0•74•"6-,W,,, rRj. • v c7 :4 • ELECTRICAL PANELS, SEE ELECTRICAL DRAWINGS PROVIDE SIGNAGE FOR SYMBOL OF ACCESSIBI BUILDING ENTRANCE P SECTION 11176.5.8.1.. TACTILE EXIT SIGN MO PER CBC SECTION 10 EXIT SIGNAGE SHALL 1 SECTION 1117b.5.1 #. EACH GRADE LEVEL E THE WORD "EXIT" 1111111111 INTERNATIONAL ITY ON THE R CBC 2001 NTED 60" A.F.F. 3.2.8.6- TACTILE OMPLY W/ CBC REQUIRED ERIOR DOOR WITH LINE OF TRAY SLIDE ABOVE PRE - FABRICATED TRAYSLIDE COUNTER PROVIDED BY OWNER, INSTALL BY G.C. e LO ROOM (E) COLUMN, WRAP W/ STAINLESS STEEL, .14 (E) DINING EXIT SIGN ABOVE DOOR TYP. OF 2 DASHLINE INDICATES BASELINE OF DRINK STATION PROVIDED BY OWNER, INSTALL BY (G.C.) DOOR SIGN VESTIBULE RECEPTACLE City BUILDI HEALTH DEPARTMENT NOTES MOP SINK, SEE DETAIL 1 6/A3.0 1. NO CHANGES WILL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL 2. PUBLIC HEALTH - SEATTLE & KING COUNTY INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING. N FLOOR PLAN AND FINISH SCHEDULE 0 2 4 8 16 SCALE: 1 /4 " =1' -0" f< COD COMPLIANCE A PROVE T .; 200 r Of Tukwila - [ DIVISION .. AUG 13 2008 D RECEIVED OCT 12 2007 PERMIT CENTER PANDA RESTAURANT GROUP, INC. Contact Person: Jerald Earl 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Direct: 360.885.1 135 Telephone: 626.714.8971 Facsimile: 626.372.8310 PROPERTY OWNER: WIG PROPERTIES LLC -SS 4811 134TH PL SE BELLEVUE, WA 98006 THESE DRAWINGS. DESIGNS. SKETCHES, IDEAS. ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECT. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCHITECTS WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP, INC. & VIGEN ARCHITECT. THE WORK CONTAINED ON "THESE DWGS AND DOCUMENTS IS CREATED ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER, AND NOT FOR OTHER RELATED. IMPUED. OR FUTURE _WORK(S) OR PROJECT(S), ■ REVISIONS: • • ISSUE DATE: • DATE ■ ARCHITECT • • PROJECT: • DESCRIPTION BY VIGEN ARCHITECT A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S4- 08-D167 ARCH PROJECT #: H702.020 DATE #: 8/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATED ABOVE. PLAN CHECK SUBMITTAL 08/31/07 GAS EQUIPMENT SCHEDULE ITEM QTY EQUIPMENT 000BTU EACH CFH EACH TOTAL 0 1 WA _R HEATER 140 140 140 20A 1 CHINESE RANGE 450 450 450 20 Q 1 CHINESE RANGE 190 190 190 210 2 FRYER 110 110 220 2 - c 1 COMB! OVEN 92 92 92 1 RICE COOKER 32 32 32 AC -1 1 AIR CONDITIONER 120 120 120 AC -2 1 AIR CONDITIONER 100 100 100 AC -3 1 AIR CONDITIONER 100 100 100 MUA - 1 MAKE —UP AIR 550 550 550 TOTAL 1994 REV. DATE DESCRIPTION BY A 0 m 44, L. SEE PLAN FOR CON NUATION —1-1/2" MPG GAS PIPING r- GAS METER, BY OTHERS DEMAND = 1994 CFH LENGTH FROM METER TO REGULATOR = 252' -0" - :7 --- - -...� l.. jI th 111 L C3/4" CW 3/4 THW (576 3/4" G SCALE: 1/4" = 1' -0" 8 1's!,II i...jr -.� I l.r L - - -- --3/411 G u (20A) 1 -1 /4" G L fi l � 3 CW 4" THW c) 1- 1/2' 1 i lll.i It ■,IIII,Ii,.Ili 1 -1/4" G (200 1" G 3/4" G 7 U ANSUL ■VALVE In it: 4 1 1" CW k< u 1/2" G 1 -1/ 3/ " CW 3/ THW ■ 40A) 1 1 I I 'K 1 - I I 11 C 3/4" I I_ - - 1 — 11 '7' 11 5 6 2-- /2" G P.O.C. CONNECT (N) 1 -1/4" CW TO (E) SOV - 1 --1/2" G 1 -1/4" CW I L( mod" GI 41B PLUMBING PLAN NOTES 1" GAS DOWN TO WATER HEATER W/ SOV. (120 CFH) 1/2" GAS DOWN TO RICE COOKER W/ SOV. (32 CFH) 1" GAS DOWN TO CHINESE RANGE W/ SOV. (190 CFH) 3/4" GAS DOWN TO DEEP FRYER W/ SOV. (110 CFH) 1 1/4" GAS DOWN TO CHINESE RANGE W/ SOV. (450 CFH) 3/4" GAS DOWN TO COMB' OVEN W/ SOV. (92 CFH) n 3/4" GAS W/ SOV UP TO AC UNIT ON ROOF. (100 CFH) n 3/4" GAS W/ SOV UP TO AC UNIT ON ROOF. (120 CFH) NOTE: FOR ADDITIONAL NOTES AND PLUMBING FIXTURE SCHEDULE, SEE DRAWING P -2.0 U U -3/4" TW - --3/4" GW / v AUG 13 2008 n1 "CW &1 "HW CP2 /„ 1 (2) 3" PVC 10J SCHED. 40 PIPE THRU ROOF (1) EXHAUST (1) AIR INTAKE 0 THW i'�' ---057B) CW I ;.__ o 2" G THRU ROOF GAS REGULATOR ON ROOF ABOVE, MPG 2.0 TO G 0.6 -- PPE oC 2507 City Of Tuk` ilz BUILDING DPP RECEIVED OCT 12 2007 PERMIT CENTER PANDA EXPRESS INC. 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Telephone: 626.799.9898 Facsimile: 626.403.8688 THESE DRAWINGS. DESGN5, SKEIt#ES, IDEAS, ARRANGEMENTS AS WEIL AS ANY AND ALL ELECTRONC FILES AND ce DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP NG & VIGEN ARCHITECTS. THESE PLANS WERE CREATED AND DUMPED BY AND FOR TIE ARCH IIECTS WORK. NOTHING CONTAINED CR REPRESENTED ON THESE DOCUMENTS STALL BE USED BY CR DISCLOSED TO ANY PERSON, FIRM CR CORPORATION FOR ANY PURPOSE NITNOUT THE E%PSED NRfT1EN CONSENT OF PANDA RESTAURANT GROUP, NC, & MGM ARCHITECTS. THE MURK CCN TANNED ON THESE DWGS AND DOCUMENTS I5 CREATED ONLY FOR n s PRO,ECT AT THIS 1IME AND NO 01HER, MID NOT FOR OTHER RELATED, IMPUED, OR FUTURE WORK(s) OR PROJECT(S). ■ REVISIONS: ■ ■ ISSUE DATE: • 1ST 2ND 3RD 4TH 5TH 6TH O ARCHITECT ■ A RCHITECTS A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com • PROJECT: • PANDA EXPRESS 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S8- 08 -D1677 ARCH PROJECT #: H702.020 DATE: 08/25/07 THESE DRAN!IGS TO BE USED ONLY FOR 1HE PROJECT LOCATED ABOW. ■ SEAL: • VIGEN "SOUTHCENTER MARKETPLACE" SHEET NO. P1-o WATER AND GAS PIPING PLUMBING FLOOR PLAN 8892 REGIS RED ARC ITECT TI N VIGEN t ` ASHR4GTON PLAN CHECK SUBMITTAL 08/31/07 REV. DATE DESCRIPTION BY A A 4\ ZL PLUMBING SPECIFICATIONS I. THE WORK Includes connection of plumbing utilities to Landlord's utilities and installation of a complete plumbing system within the shop. Provide new materials, fittings, accessories, fixtures and equipment necessary fora complete and properly functioning system as shown on the plans and as required. The work Includes final connections to equipment and fixtures provided by others. Furnish all new materials. Work shall be performed by experienced tradesmen, and their workmanship shall be high standard. acceptable to the Architect, Tenant, and Landlord. 2. CODES: All work shall be in accordance with local codes, safety regulations, or ordinances. Pay for any permits required, and call for any required Inspections to be made by local authorities. 3. THE INTENT of the drawings is to Indicate the general extent of the work required for the project. The drawings for plumbing work are diagrammatic, showing the general location, type, piping, fixtures and equipment required. Provide all fittings, accessories, offsets, and materials necessary to fulfill the intent of the Plans. The drawings shall not be scaled for exact measurements use dimensioned Architectural drawings. Refer to manufacturer's standard rough —in drawings for plumbing fixtures, and to Architectural drawings for exact locations. 4. F5E ROUGH —IN DRAWINGS: Refer to rough —in drawings furnished by the Food Service Equipment supplier, for exact location of water piping supplies and drain locations to serve Food Service Equipment. Do not layout the work of this Section without such drawings. 5. COORDINATE with the work of other sections and trades, with equipment furnished by others, and with the constraints of the existing conditions of the project site. 6. MISCELLANEOUS EXPENSES such a hook —up charges, permits, inspections, and other expenses related to a complete and functioning system are included as part of this Section. 1 PIPING SYSTEMS, GENERAL: All piping shall be run parallel to budding Tines and supported and anchored as required to facilitate expansion and contraction. AB piping shall be concealed except In unfinshed spaces. Install as required to meet all construction conditions and to allow for installation of other work including ducts and electrical conduit. At all connections between ferrous piping and nonferrous piping, provide an isolating dielectric union. Seal pipe penetrations of fire floors and firewalls with fireproof putty or grout. Provide Sumner or equivalent pipe hanging system in chases. Provide hangers a recommended by hanger manufacturer and 1155— SP -58, 69 and 89. 8. WASTE PIPING Provide all drain, waste and sewer piping within the project space with connection to the Landlord's sanitary waste system on site. All piping below floor slab shall be service weight hub and spigot pipe and fittings with neoprene gasket junta. or hubless pipe with cast iron couplings with stainless steel bolts coated with mastic. All waste piping above floor shall be service weight copper pipe, connectors and fittings. All piping shall be sloped uniformly at 2% unless otherwise required by existing conditions. 9. VENTS: Provide a complete system of vent piping, consisting of service weight cast iron hubless pipe, connectors and fittings. Combine the vent risers in the ceiling space and connect to existing vent main provided by Landlord. 10. WATER PIPING: Connect to existing water piping and provide a new domestic hot and cold water piping system inside the budding as shown on drawings. Lay out water piping so that entire system can he drained. Hot and cdd water piping shall be Type "L" copper tubing ASTM B - 88 with wrought copper fittings and sweat connections using lead —free solder. Provide 18" tall air chamber at each fixture stop. or water hammer arresters at contractor's option. Flush the water piping clear of debris and clean the aerators and strainers at the termination of the installation. II. NATURAL GAS PIPING inside and outside the building above grade shall be Schedule 40 black steel ASTM A -33 pipe with 125 Ib malleable Iran screwed fittings where exposed, and welded fittings and joints where concealed. Primer and paint exterior gas piping to prevent rust. Provide all unions, shut off valves and drip legs required by NFPA -54 and governing codes. Provide all tests, Inspections, hangers and appurtenances required for a complete and operating system. Tap on utility gas main and as meter shall be by gas company. Extend piping from meter to equipment as detailed on drawings. Provide routing, hanging, and penetrations per Landlord' requirements. 12. PIPE. INSULATION: Insulate all cold water and condensate piping with 1/2 ", and hot water piping with I ", preformed fiberglass with all— service jacket with vapor barrier (by CT, OC, JM, PPG, or Knauf). At contractor's option, plenum —rated elastomeric insulation (by Armstrong, Rubatex or equal) may be used. 13. SHUT —OFF VALVES with unions shall be provided at branches to groups of more than two fixtures, and at the water heater, to facilitate Isolation for repair or replacement. Use chrome — finished forged bronze body ball valve, with teflon seats and packing, 100 Ib WOG, with solder ends, equal to Jenkins #9O2 —T. Gas valves shall be all bronze lubricated plug cocks for screwed pipe, by Walworth, Rockwell, Nordstrom or approved equivalent. 14. ACCESS PANELS shall be provided in ceilings or walls where concealed control devices are located, except where access For adjustment and maintenance is possible through lay —in ceilings. I. SUPPLIES AND TRAPS: Provide water sealed traps and supplies Installed as close as possible to all plumbing fixtures, drains, and food service equipment or beverage dispensing equipment Items furnished by others, having a waste connection. or requiring water service. Exposed traps and supplies in exposed areas (Including cabinet Interiors) shall be chrome plated brass. 16. INSTALLATION: Thoroughly clean items before Installation. Cap pipe openings to exclude dirt until fixtures are Installed and final connections have been made. Proceed as rapidly as construction will permit. Set fixtures level and In proper alignment. Install supplies in proper alignment with fixtures, per manufacturer's rough —in dimensions. Install silicone sealant between fixtures and adjacent material, for sanitary jant. Repair any damage done to existing features and restore to original conditions. Provide clean conditions at termination of work. 17. TEST water, gas, vent, and waste systems per local code requirements. When testing indicates materials or workmanship are deficient, replace or repair as required, and repeat test till standards are achieved. 18. GUARANTEE the work and the installation for one year after formal acceptance by the Landlord and Tenant. L. 1 -1/2" VTR 7 57B 7 d• ui _. SCALE: 1/4" = 1'— 0" t) --1 m- ir ROUTE 3/4" CD TO FLOOR SINK / / 3 /4 4" GL L IL 12 J1 , _— . : 41' r ( 40A) I r \: ' 1 I ®I \ l SODA 2" HV 1 L A CONDENSATE: PROVIDE 1" INSULATED CONDENSATE DRAIN PIPE FROM THE EVAPORATIVE COIL IN THE COOLER. REFER TO WALK IN COOLER /FREEZER" DETAIL ON SHEET P -4.0 DISCHARGE TO FLOOR SINK WITH AIR GAP OF TWICE PIPE DIAMETER. 4" SS P.O.C. CONDUIT / \ \ \\ ,� ' \\ � \ r I I " 1" OR14 1 L. 11l — 1I \ L — ,1.i....... A PLUMBING PLAN NOTES a NOT USED U NOT USED 3 4 6 7 n NOT USED NOT USED NOT USED T SODA CONDUIT: PROVIDE PVC CONDUIT BELOW FLOOR FROM SODA STORAGE TO SODA DISPENSER. PER DETAIL ##1, ON DWG P -4.0 9 P &T RELIEF: PROVIDE .3/4" P &T PIPE FULLY INSULATED CONTINUE AND STOP AT 6" ABOVE FLOOR SINK 10 11 2) 3" PVD SCHED 40 PIPES THRU ROOF (1) EXHAUST, (1) AIR INTAKE 12 NOT USED NOT USED NOT USED CONDENSATE: PROVIDE 1" INSULATED CONDENSATE DRAIN PIPE FROM THE EVAPORATIVE COIL IN THE COOLER. REFER TO WALK IN COOLER /FREEZER" DETAIL ON SHEET P -4.0 DISCHARGE TO FLOOR SINK WITH AIR GAP OF TWICE PIPE DIAMETER. NOTE: FOR ADDITIONAL NOTES AND PLUMBING FIXTURE SCHEDULE. SEE DRAWING P -2.0 4" GL 4" GL 3" SS / Q 3" SS 3" SS 4' S P.O.C. w 4D MP : Aaz A -7)RE P.O. O. m P1 Q 3" VTR 2" HV 1 OJ EX C� O Tub 1011\1 DIVISION AUG 1 3 2008 RECEIVED OCT 12 2007 PERMIT CENTER PANDA EXPRESS INC. 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Telephone: 626.799.9898 Facsimile: 626.403.8688 THESE DRAWINGS, DESIGNS, SKETCHES, W$, ARRANGEMENTS AS WELL AS ANY AND AU. ELECTRONIC FILES AND/OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & MGEN ARCHITECTS. TIC PLANS WERE CREATED AND DEVELOPED BY AND FOR THE ARCH ITEM WORK. NOTHING CONTAINED CR REPREEBTIM ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON. FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP. INC. & MGM A C:HITECT5. THE WORK CON TANNED ON THESE DV S AND DOCUMENTS 15 CREATED ONLY FOR THIS PRUECT AT THIS TILE AND NO OTHER, AND NOT FOR OTHER RElATW, WED, CR FUTURE WORKS) OR PROJECT(S). • REVISIONS: ■ • ISSUE DATE: II 1ST 2ND 3RD 4TH 5TH 6TH ■ ARCHITECT ■ ® SEAL: • VIGEN A RCHITECTS A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268,1172 Web: www.vigen.com • PROJECT: • PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA PROJECT #: S8- 08 -D1677 ARCH PROJECT #: H702.020 DATE: 08/25/07 THESE DRAWINGS TO BE USED ONLY FOR THE PROJECT LOCATTB7 ABOVE. WASTE AND VENT PLUMBING FLOOR PLAN PLAN CHECK SUBMITTAL 08/31/07 PLUMBING LEGEND SYMBOL DESCRIPTION ABBREV. WASTE SS WATER CLOSET (HANDICAPPED) SOIL , WASTE OR DRAIN SS, W, D 4" 2" URINAL GL -- GREASE LINE GL, G/L LAVATORY 1/2" - - - -V, HV - - - - VENT, HORIZONTAL VENT V, HV 0 - -- VENT THRU ROOF W /FLASHING VTR 3" CW HAND SINK COLD WATER CW 2" 1 1/2" MOP SINK (J.S.) HW 3/4" HOT WATER HW EQUIPMENT 1/2" --- HWR -- HOT WATER RETURN HWR - 3" 2" THW TEMPERED HOT WATER 110 DEG F THW 3" G GAS G -- -- CD 62.0 CONDENSATE DRAIN CD F.U. a psi SD psi STORM DRAIN SD 7.4 431 FCO- FLOOR CLEANOUT F ON YCO (0-- CLEANOUT TO GRADE YCO WCO II ----- WALL CLEANOUT WCO Da 700 F.U. 5 GATE VALVE GV UNION UN 111 - --- TEE UP UP TEE DOWN DN 0 ELBOW UP UP 0 ELBOW DOWN DN 0 AFF ABOVE FINISH FLOOR AFF AFG ABOVE FINISH GRADE AFG 1; POC POINT OF CONNECTION POC 41i COP CUT OFF POINT COP ® SHUT OFF VALVE IN CONC. BOX SOV (F) FUTURE F (R) REMOVE R (E) EXISTING E (N) NEW N F FIRE LINE F F/L FLOW LINE F/L P/L PROPERTY LINE P/L DEM DEMAND DEM ISO ISOMETRIC ISO RWL RAINWATER LEADER RWL 0.F. OVERFLOW 0.F. UNO UNLESS NOTED OTHERWISE UNO FU FIXTURE UNITS FU imii d FLOOR SINK WITH HALF GRATE FS 8 FLOOR DRAIN FD GAS COCK --- - I C51 O FIXTURE IDENTIFICATION - PLAN NOTE - I ID KITCHEN EQUIPMENT IDENTIFICATION - FIXTURE BRANCH SCHEDULE FIXTURE COLD WATER HOT WATER WASTE VENT WATER CLOSET (HANDICAPPED) 3/4" -- 4" 2" URINAL 3/4" -- 3" 2" LAVATORY 1/2" 1/2" 2" 1 1/2" 2 AND 3 - COMP SINK 3/4" 3/4" 3" 2" HAND SINK 1/2" 1/2" 2" 1 1/2" MOP SINK (J.S.) 3/4" 3/4" 3" 2" EQUIPMENT 1/2" --- -- -- FLOOR DRAIN -- -- 3" 2" FLOOR SINK -- --- 3" 2" HOSE BIBB 3/4" -- -- -- PIPE MATERIAL SCHEDULE SERVICE UNDERGROUND ABOVE GROUND COLD & HOT WATER HARD DRAWN COPPER TUBE TYPE "K" OR "L" HARD DRAWN COPPER TUBE TUBE "L" SANITARY WASTE "NO -HUB" CAST IRON * ABS "NO -HUB" CAST IRON SANITARY VENT "NO -HUB" CAST IRON GALV. STEEL, SCHEDULE 40/ "NO -HUB" CAST IRON GAS 1 BLACK STEEL, SCHEDULE 40 INDIRECT DRAIN F.U. a HARD DRAWN COPPER TUBE TYPE "M" 3 /q" 5.3 3.5 6 F.U. 5 ON F.U. ' psi I" REV. DATE DESCRIPTION BY 0 FIXTURE UNITS ZN F - VALVE 1/2" 2.0 2.8 1 F.U. 5 A F.U. a ON 3 /q" 5.3 3.5 6 F.U. 5 ON F.U. ' psi I" 1 4.2 14 F.U. 8 psi F.U. s PIPE SIZE GPM VELOCITY FT /SEC FIXTURE UNITS F -- TANK F - VALVE 1/2" 2.0 2.8 1 F.U. 5 4.0 psi F.U. a ON 3 /q" 5.3 3.5 6 F.U. 5 ON F.U. ' psi I" 1 4.2 14 F.U. 8 psi F.U. s psi 1 1/ I ' 18.6 4.8 27 F.U. 5 psi F.U. psi 1 30.0 5.4 54 F.U. 8 psi 13 F.U. 9 ON 2" 62.0 6.4 135 F.U. a psi 52 F.U. a psi 2 Ifj_ " 110.0 7.4 431 F.U. 5 psi 295 F.U. a ON 3" 170.0 8.0 748 F.U. 3 1 psi 700 F.U. 5 ON GENERAL PLUMBING NOTES A. LANDLORD: Meet Landlord's Tenant Criteria w/ regard to construction features $ special requirements, etc. verify when t how work may be performed in other spaces, where required. B. FOOD SERVICE EQUIPMENT: Refer to other portions of Plans $ Specifications for further information about food service items furnished t work performed by others_ Verify rough -in requirements w/ equipment furnished. C. HEALTH DEPARTMENT: Comply w/ local Health Department (HD) regulations. Omit escutcheons in food service areas. Seal pipes neatly w/ grout at wall, floor, or ceiling penetrations. Omit insulation on exposed piping behind t under equipment. Provide clearance for cleaning behind $ under exposed piping as required by HD. Wherever possible, install all piping concealed. Conform to HD requirements for locations of floor sinks. D. WORKMANSHIP shall be first class, acceptable to the Tenant t Landlord. E. MAKE COMPLETE: Provide items $ work as required to complete the installation of plumbing systems to fixtures . equipment: traps, strainers, gauges, gas $ water pressure regulators, flexible connections, stop valves, unions, etcetera. Provide connect plumbing pipe from rough -ins to items as shown, specified > required. F. VERIFY LOCATIONS: Existing piping, FOC shown on Drawings has been located from information provided by others. Verify exact locations on job site before start working. G. BACKFLOW PREVENTION: Provide backflow preventers (BFP) in water lines only if required by local authorities. Use devices of type (vacuum breaker, double check, reduced pressure) t manufacturer approved by local authorities, only in locations required. (existing water supply has a B.F.P.A. installed) 1--1. TRAP PRIMERS: Floor drains shall be provided with primers if there is no water seal. Use Precision Plumbing Products or approved equivalent trap pimer valve, installed in an exposed but unobjectionable location, or above the ceiling. Provide a continouous length of 1/2" soft copper tube from primer to trap, sloping to trap. Provide elastomeric insulation on pipe installed below floor slab. Use Precision Plumbing Products distribution units to connect more than one floor sink to one primer. L WATER CONSERVATION: Contractor shall provide water flow limiting features on fixtures if /as required by local authorities. J. COLD WATER: Connect to domestic cold water valved stub provided by Landlord in this vicinity above ceiling. Extend cold water pipe, suspended from structure above ceiling $ down in partitions, to serve fixtures $ equipment. (field verify) K. HOT WATER: Provide - f5 gallons storage tank type commercial water heater. Run hot water pipe, suspended from structure above ceiling Et down in partitions to serve fixture. L. SANITARY: Connect to sanitary waste line provided by Landlord below floor. M. BRANCHES: Provide hot and /or cold water pipes down in partition to serve various equipment per "Kitchen Equipment Schedule ". N. SODA CONDUIT: Provide conduit below floor from soda storage to soda dispenser. O. CONDENSATE: Provide 1" insulated primary $ secondary condensate drain pipes from fan -coil unit above ceiling to nearest floor sink.) P. CUT AND PATCH existing wall or partition as required to install new plumbing piping. Q. GAS SERVICE: Connect to 2 -1/2" pipe provided by Landlord for natural as service to this shop. Coordinate w/ gas utility company for meter requirements, permits - fees. Route pipe as required, suspended from structure above. Use all welded pipe, fittings $ joints in ceiling space t in wall. R. LAVATORY FAUCETS in restrooms shall be the self closing type. 5. T. FAUCETS to be 2.2 g.p.m. GAS PiPING shall not be installed in or on the ground under any buildings or structure. * ABS CAN BE USED IF BUILDING SEWER PIPES ARE ABS. MUST BE APPROVED BY LOCAL CODES. PLUMBING FIXTURE SCHEDULE items in this schedule or their approved equivalent are furnished and installed by the Plumbing Contractor. K D TANK WATER CLOSET (Handicapped): American Standard #2168.100 "Cadet I1 "H El 1.6 /pa." 1$9086.800 tank with right trip lever. floor mounted, white vitreous china. Elongated siphon ,let bowl. pressure assisted 1.6 GPF. Rim 11 I/9" a.U. Olsonite #95 on front seat less cover. Tank cover locking device. Loose keg angle stop. \ LAVATORY (Handicapped wall hung): American Standards 40356.015 B / "Lucerne" 20 "x18" wall hung vitreous china, front overflow, faucet ledge, soap depression, wall hanger; Chicago Faucet ADA vandal- -proof model # -V- 665 -CP push button type self closing metering type, Grid strainer drain with tailpiece, Chrome plated cast brass P -trap with cleanout and waste arm to wall with escutcheon, loose key angle stop valves. insulate water and waste piping under lavatory with trubro "Hands Lay-guard" 4102 kit. RI 39" a.f.f. to rim. URINAL (Handicapped): American Standards 14591.132 "Allbrook" 1.0" elongated rim. Vitreous china, Wall mounted, Siphon Jet, 1" GPF, 3/9" inlet spud, Flushing rim. Two wall hangers; Sloan Royal #186 -1 (1.0 GPF), RI 11" a.f.f. to rim. FLOOR DRAIN: Zurn # 915 -13 cast iron drain with 5" round nickel bronze top, membrane flashing clamp. Provide 3" outlet with P -trap. Clean and polish after installation. Refer to detail. W/ TRAP PRIMER CONNECTION FLOOR SINK: Zurn # ZN- 1900- 1- 33 -KC, cast iron body acid- resisting enameled Interior, seepage pan, 12" square to with porcelain enamel loose - set grate with center hole aluminum anti- splash interior dome strainer, outlet size as required. Provide 3" outlet. Refer to detail. MOP SiNK: Fiat #MSB -2929 29 "x29" molded stone uinit with minimum 10" high sides, stainless steel drain body internally cast; Chicago Faucet #8C with integral stops in shanks, wall brace, hose threads, pail hook, vacuum breaker; Rough brass finish; Three foot rubber hose; 2" trapped and vented waste connection. Provide 3/9" HW CW RI 8" oc, 36" a.f.f. Provide 3/4" cw to prizum. GAS WATER HEATER: State #SDV80 iHONE 80 gal. storage, 190,000 BTUH input, 199 GPH recovery a 100 deg rise, Natural as fired, Glass lined water heater with ANSI certification meeting ASHRAE 90A - 1990 standard for efficiencies, NSF certification with anode, burner controls, drain valve, and temperature ft pressure relief valve. Motor Amps 12.0, 120Volt. TEMPERATURE MIXING VALVE: Watts series 1OA, 3/1" CW $ HW inlet, 3 /4" tempered water (THW) to lavatories and hand sink SET 110 water temp, to public lavatories. HOSE BIBB: Wall recessed hose box at 15" above ground. Vandal resistant lock shield bonnet and vacuum breaker by Acorn, Model 8151. WATER HAMMER ARRESTER: J. R. Smith 115020, 1" nipple or equal TRENCH DRAIN: Zurn #ZN -661 6" wide modular trench drain with nickel bronze grating top. 3' in length. Provide 3" outlet with P -trap. Clean and polish after installation. KITCHEN EQUIPMENT SCHEDULE items in this schedule are furnished by the Owner $ installed by the Contractor t connected to the plumbing utilities by the Plumbing Contractor (PC). PC shall install plumbing devices furnished w/ equipment. AFF =Above finished floor, OC =On Center, Hill =Hot Water, CL -Cold Water, RI- Rough -In, BV= Ball Valve (full port), AS Stop (chrome - plated, wheel- handle), ID= indirect Drain. FS =Floor Sink, VB= Vacuum Breaker. Where "FLEX" is called for, provide a six foot coiled length of flexible reinforced plastic tubing from the RI to the equipment, using adapters t hose clamps as required. WARMING TABLES: Provide 1/2" II-1W RI at 20" a.f.f. for each section with BV. Provide 1" IW valved header to FS, with 1/2" connections to an drains. Provide 1/2" HW RI at 24" a.f.f. SODA MACHINE: Provide 3/9" iW from ice bin to FS. CARBONATOR: Provide 1/2" CW RI 86" a.f.f. w/ BV and reduced pressure type of stainless steel back preventor connect to equipment as required. Watts 00955 or approve equiired. Install owner furnished water filter WATER FILTER: Provide 1/2" CW Ri 96" a.f.f. with BV and connect to equipment as required. COLD PAN: Provide 1/2" IW to FS. ICE MACHINE, AIR COOLED: Provide 1/2" CW RI 32" a.f.f. Provide BV and Watts #288A VB and flex. Provide 1W from bin, Cuber, Condensate to FS. See iCE MACHINE connection detail on sheet P -1.0 ICE MACHINE, AIR COOLED: Provide 1/2" CW RI 50" a.f.f. Provide BV and Watts 11288A VB and flex. Provide iW from bin, Cuber, Condensate to FS. See ICE MACHINE connection detail on sheet P -9.0 CHINESE RANGE: Provide 3 /1" CW with Zurn #128 pressure type vacuum breaker. RI 10" above equipment connection. Floor rim, with BV. Provide 1 1/2" gas stub 10" a.f.f. with shutoff cock. connect wataer to faucet and gas to burner 10" a.f.f. Provide 2" iW copper pipe to FS. Provide 25 GPM flow control fitting. CHINESE RANGE: Provide 3/1" CL with Zurn #128 pressure type vacuum breaker. RI 10" above equipment connection. Floor rim, with BV. Provide 1" as stub 10" a.f.f. with shutoff cock. connect wataer to faucet and as to burner 0" a.f.f. Provide 2" iW copper pipe to F5. Provide 25 GPM flow control fitting. FRYER: Provide 3/9" gas cock, 19" a.f.f. for each of two fryers, Connect to burners w/ flexible metal gas connectors furnished by FSEC. (Total of 110 CFH) install owner supplied 3/9" as quick disconnectors COMBI OVEN: Provide 3/9" as cock on header, 30" a.f.f. connect to burner as required (92CFH) install owner supplied gas regulator, solid piping RICE COOKER: Provide 1/2" as cock, 30" a.f.f.. Connect to burner with flex connector furnished by FSEC. (32 CFH) install owner supplied 1/2" gas quick disconnector. y ,-.-.�C � r3 ... WALK -iN COOLER: Provide I" IW from DX evapor 1D ' ° 9 coil to discharge over floor sink. Refer to detail. WALK -IN FREEZER: Provide 1" IW from DX evaporattar coil to discharge over floor sink. Refer to detail. POT SiNK: Provide 3 /4" HW t CW RI 8" 00 14" a.f.f. Provide BV's and extend copper piping to faucet. see "Utility Sink" detail for waste piping. Provide 2" copper piping to each compartment. connect to grease waste. Provide 25 GPM flow control fitting. VEGETABLE SiNK :Provide 3/9" HW CW Ri 19" a.f.f. 8" OC. Provide BV's and extend copper piping to faucet. Manifold 2" waste lines from two compartments together and discharge into floor sink with air gap. Use copper pipe, fitting, and connectors, see "Vegetable Sink" detail for waste piping. HAND SINK, WALL MOUNTED: Provide 1/2" THW t CL RI 8" OC 29" a.f.f. Provide AS and chrome - plated risers to faucet. Provide elbows where risers connect to faucet behind backsplash. Provide 1 I/2" vented waste RI in wall 24-1/2" a.f.f. Provide 1 1/2" chrome - plated semi -cast brass P -trap with cleanout and waste arm to wall. HAND SiNK: Provide 1/2" THW . CW Ri 8" 00 29" a.f.f. Provide AS and chrome - plated risers to faucet. Provide elbows where risers connect to faucet behind backsplash. Provide 1 I/2" vented waste RI In wall 29 -1/2" a.f.f. Provide 1 I/2" chrome - plated semi -cast brass P -trap with cleanout and waste arm to wall. WATER PIPE SIZING CHART 5. 6. 7. e. 9. 10. \11. 2. i 14. PRESSURE LOSS CALCULATION 1. PRESSURE AUAILABLE TO SYSTEM: 2. HEIGHT TO HIGHEST FIXTURE: 3. PRESSURE LOSS FOR HEIGHT: 4. PRESSURE LOSS FOR WATER METER: PRESSURE LOSS FOR BACKFLOW DEVICE: PRESSURE LOSS FOR MISCELLANEOUS: PRESSURE REQUIRED AT HIGHEST FIXTURE: PRESSURE LOSS FOR FITTINGS: TOTAL PRESSURE LOSS: PRESSURE AVAILABLE FOR PIPE FRICTION LOSS: LENGTH OF RUN: CALCULATED MAXIMUM ALLOWABLE PRESSURE LOSS" MAXIMUM PRESSURE LOSS USED FOR PIPE SIZING: MAXIMUM FLUID UELOCITY: PLUMBING FIXTURE LIST FIXTURE DESCRIPTION QTY 1. WATER CLOSETS (FT 1.6 GPF) 2 2. URINALS (FU 1.6 GPF) 3. LAVATORIES 4. SINKS 5. SERVICE or MOP SINKS 6. FLOOR DRAINS 7. FLOOR SINKS 8. ICE MACHINES 9. SODA MACHINES TOTALS 2.5 1 4.0 2 1.0 5 1.5 1 3.0 3 0.0 8 0.0 2.0 1.0 2 1 25 FLUSH TANK SYSTEM 18.39 GPM MAIN WATER LINE SIZE 1.25 INCHES MAIN SEWER LINE SIZE 4.00 INCHES MAIN DENT LINE SIZE 4.00 INCHES CALCULATED PIPE UELOCITY 3.94 FPS CALCULATED PIPE PRESSURE DROP 2.72 PSI/100' 5.0 4.0 2.0 7.5 3,0 0.0 0.0 4.0 1.0 26.5 EX 1 40.00 PSI 3.00 Feet 1.30 PSI 5,00 PSI 12.00 PSI 0.00 PSI 15.00 PSI 5.00 PSI 38.30 PSI 6.70 PSI 200 FEET 3.35 PSI /100' 3.35 PSI /100' 8.00 FPS WATER F.U. SEWER F.U. UNIT TOTAL UNIT TOTAL 4.0 8.0 2.0 2.0 1.0 2.0 2.0 10.0 3.0 3.0 2.0 6.0 3.0 24.0 0.0 0.0 0.0 0.0 55.0 AUG 1 3 ZOO RECEIVED OCT 11 Mt PERMIT CEN I I . THESE DRAWINGS. DESIGNS, SKETCHES, ®EAS, ARRANGEMENTS AS WELL AS ANY AND AU. ELECTRONIC FILES AND/OR DWGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEN ARCHITECTS. THESE PLANS WERE CREATED AND DEVELOPED BY AND FOR IHE ARCH IiECrs WORK. NOTHING CCNTANED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY CR DISCLOSED TO ANY PERSON, FM OR CORPORATION FOR ANY PURPOSE WITHOUT THE ETD WRITTEN CONSENT OF PANDA RESTAURANT GROUP, INC. & NGEN ARCHITECTS THE VA:FX CON TARED ON THESE DWGS AND DOCUMENTS IS CREAM ONLY FOR THIS PROJECT AT THIS TIME AND NO OTHER, AND NOT FOR OTHER RELATED, IMPIJED, CR FUiURE VM(5) CR PROJECT(5). ■ REVISIONS: II ■ ISSUE DATE: MI 1ST 2ND 3RD 4TH 5TH 6TH PANDA EXPRESS INC. 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Telephone: 626.799.9898 Facsimile: 626.403.8688 ® ARCHITECT ■ VIGEN • PROJECT: ■ ARCHITECTS A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web; www.vigen.com PANDA EXPRESS 17100 SOUTH CENTER PARKWAY TUK? LA, WA PANDA PROJECT #: S8- 08 -D1577 ARCH PROJECT #: H702.020 DATE: 08/25/07 THESE DRAWINGS 11) BE USED ONLY FCR THE PROJECT LOCATED ABOVE. ® SEAL: III "SOUTHCENTER MARKETPLACE" SHEET O. PLUMBING NOTES AND SPECIFICATIONS REGISTERE • ARCH ECT A TIM N VIGEN t OF ASHINGTON PLAN CHECK SUBMITTAL 08/31/07 I ll 1 -1/2" VTR ,I` � I \ (57B r WC (typ / / -r- 2" \/ - - - il f I - .. �' �, - _ - \ . C 1 i ' ' � - - �, S 6F _ i'1 1 , 1 T - 1 i I --" Y V 3 k (24E) I PRESSURE REDUCING BACKFLOW PREVENTOR (20A)J 3" SS T 1 -1/4" CW 3 /`. - 1 1 - I 40A) cr I ' 3" SS 5 y r I I "10K 4AB i i: H TH w w .0.. „,-.. N_1 JJ 4011041 - - . � T ye _ V . 10" '0,j 3/4" HW WATER PIPING DIAGRAM J T - - ' ' : 1 1 / ..,...7' - T ■ 1 1 ,- �' ` '- N I I ,F.) 2" SS �:�' ' P.O.C. r� - - y r1 I ® P.O.C. 1 - 1/4" CW 1" THW OA Ss S P.O.C. P.Q.C. CONNECT (N) 1 -1/4" CW TO (E) SOV SCALE GAS PIPING DIAGRAM SCALE 4TH 5TH 1111 ISSUE DATE: III ■ ARCHITECT II III ■ 17100 SOUTH CENTER PARKWAY TUKWILA, WA PANDA EXPRESS INC. 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Telephone: 626.799.9898 Facsimile: 626.403.8688 THESE DRAWINGS. DESIGNS, SKETCHES, IDEAS, ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND /OR NOS ARE THE ALE AND EXCLUSIVE PROPERTY OF PANDA RESTAURANT GROUP INC. & VIGEH ARCHITECTS. THESE PLANS WUEE CREATED AND DEVELOPED BY AND FOR THE ARCH ITECTs WORK. NOTHING CONTAINED OR REPRESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORARON FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITIEN CONSENT CP PANDA RESTAURANT GROUP, INC. & 1 . 0 1G94 ARCHITECTS. 111E WORK CON TAULED ON THESE DWGS AND DOCUUENIS I5 CREATED ONLY FOR TLLIS PRO,ECT AT THIS 11IE AND NO OTHER. AND NOT FOR OTHER RELATED, gaPLIED, OR FUTURE WORK(S) OR PROJECT(s). • REVISIONS: II REV. DATE DESCRIPTION BY L 0 f S ARCHITECTS ARC H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559.268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS PANDA PROJECT #: S8- 08 -D1677 ARCH PROJECT #: H702.020 DATE: 08/25/07 THESE DRAMS 10 BE USED ONLY FOR THE PRO&CT LOCATED ABOVE. VTR WASTE AND VENT RISER DIAGRAM 1 "CW &HW TO WATER HEATER 3/4" CW FOR PRIZUM 3/4" CW 3/4" HW (41B PRESSURE REDUCING BACKFLOW PREVENTOR c57B G PRESSURE REDUCING BACKFLOW PREVENTOR NOTE: REFER TO SHEET P2-0 FOR PIPE SIZING TO EACH FIXTURE. NOTE: REFER TO SHEET P2-0 FOR PIPE SIZING TO EACH FIXTURE. SCALE VIII NONE AC -1 120 CFH 3/4" G AC- 2 100 CFH 3/4" G AC- 2 100 CFH 3/4" G 220 CFH 1" G 320 CFH 1 -1 /4" G 1-1/2" MPG 25T-0" FROM METER TO REGULATOR 92 CFH, 3/4" 870 CFH 1---1 /2" G 664 CFH 1 -1/2" G 542 CFH 1 -1/4" G \ : 140 CFH 3/4" G MUA -1 550 CFH 1 -1/4" G 976 CFH 1 ` 2' G 786 CFH Z TI 1 -1/2" G 2 450 CFH, 1-1/4" GAS REGULATOR 1 -1/2" MPG ® 2.0 Ibs TO 2-1/2" G 0.6 Ibs 1148 CFH 2" G 1008 CFH 122 CFH, 3/4" 122 CFH, 3/4" ANSUL VALVE 25A 32 CFH, 1/2" 20Q 190 CFH, 1" CCD= �3 • 7 n 7� ..;:_ii.:, E „I . 1 -_ _ 1. Of i ukwik BUS DING • 4 AUG 1 3 2000 RECEIVED OCT 12 2007 PERMIT CENTEh ■ SEAL: ■ E REGISTERED ARCHITECT Y TIMAM' VIGEN WASANGTON PLAN CHECK SUBMITTAL 08/31/07 FIXTURE UNIT TABULATION FIXTURE COLD HOT VALVE WATER CLOSET 10 -- TANK WATER CLOSET 5 -- URINAL 5 -- LAVATORY /SINK L5 1.5 JANITOR'S SINK 3 3 ICE MACHINE I - PDI SIZE PIPE SIZE FIXTURE UNIT LOAD A 1/2" 1 -11 B 3/1" 12 -32 C I" 33 -60 D I-I /1" 61 -II3 E I -I /2" 111 -151 F 2" 151 -330 REV. DATE DESCRIPTION BY Z\ LL BELOW - GROUND SODA CONDUIT BY GAS COMPANY (VERIFY) GAS METER OF CFH CAPACITY SHOWN ON PLANS SHUT -OFF VALVE VERIFY REQUIREMENTS FOR METERING AND PIPING WITH GAS COMPANY. INSTALL OTHER UTILITIES MINIMUM TEN FEET FROM GAS LINE. PLUMBING CONTRACTOR SHALL PAY ALL GAS COMPANY FEES FOR INSTALLATION. USE WELDED OR SCREWED PIPE AND FITTINGS PER PLUMBING SPECS. GAS COMPANY SHALL EXCAVATE, BACKFILL, AND REPAIR ANY PAVING OR SOD FOR GAS SERVICE LINE INSTALLATION FROM MAIN TO BUILDING. PAINT EXPOSED METAL GAS PIPE, FITTINGS AND ITEMS LIGHT GREEN. GAS SERVICE BY PLUMBING CONTRACTOR EXTERIOR BUILDING WALL. GAS PIPE UP ONTO ROOF. SIZE AS SHOWN ON PLAN. USE BLACK STEEL PIPE. PIPE INCREASER. DIRT LEG AT BOTTOM OF RISER. ANCHOR RISER TO UJALL. NOT TO SCALE GRADE OR PAVEMENT PRESSURE REGULATOR TO REDUCE PRESSURE TO 1" NOT TO SCALE TWO COMPARTMENT SINK #11 2" VENT IN WALL 2" COPPER PIPE UTILITY SINK 3" WASTE - - ARRANGEMENT SHOWN I5 SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS OR MEET LOCAL CODE REQUIREMENTS. COPPER PIPE, FITINGS AND CONNECTORS ALL AROUND SINK AND TRAP. CONNECT TRAP FROM CENTER COMPARTMENT. NOT TO SCALE WATER HAMMER ARRESTERS NOT TO SCALE DRILL HOLE IN SIDE OF BOX AND PROVIDE SILICONE SEAL AROUND PIPE PENETRATION. FLOOR ROOFING DIRECTION OF GRAIN. STUB ELBOWS ABOVE FLOOR AT LOCATIONS SHOWN ON PLAN, 4" ON CARBONATOR END, 4" ON DISPENSER END. SEAL TO CABINET WITH SILICONE.. E L I 4 =111=11.=.11.1=111=11t=111 Ii iu I L -I I H 11=1 11= I� 1 =1 1 =1 III — III — III — I I =11 .■ Ej 1 I L III — I 11 = 1 I I —1 I— I =1 I —I I — I I I� I — I I bI 11 - 1 I I IC EIIEiI L1 E1I 1 Ti I F1h =111 111 ---I' _ _ 11 - i 1 ' 1 I 1 i 1 , I 1 It! — III 1 PROVIDE TRAP CO AT BOTTOM OF RISER AND DIS- CHARGE INTO FLOOR DRAIN OR FLOOR SINK WITH AIR GAP OF TWICE PIPE DIAMETER. 4 1/4" x I -1/2" CADMIUM - PLATED LAG SCREWS I8 "x18 "x1/2" THICK ROOF WALKWAY MATERIAL FOR BASE SHEET. ( "CAREY -TRED" OR PER ARCHITECTURAL SPECIFICATIONS.) a ROOF PIPE SUPPORT 4 LENGTH AS REQUIRED USE FOUR INCH PVC FITTINGS AND COUPLINGS. USE MINIMUM QUANTITY OF COUPLINGS REQUIRED. SEALED WATER - TIGHT. USE LONG SWEEP ELBOWS AT BOTH ENDS. MINIMUM TWENTY FOUR INCH RADIUS. AVOID ELBOWS IN HORIZONTAL RUN IF AT ALL POSSIBLE. PROVIDE 1" ELASTOMERIC INSULATION OVER HEAT TRACING (BY W.I.BOX INSTALLER) ON CONDENSATE LINE -- IF /WHEN FREEZER BOX ONLY. (ELECTRIC HEATING CABLE 15 BY ELEC. CONTRACTOR) r+4- NO INSULATION ON PIPE RISER. �-- DX COIL COORDINATE ROUTING OF DRAIN WITH SHELVING IN WALK -IN BOX. WALK -IN COOLER OR FREEZER BOX. 3 /q" CO PROVIDE CLEANOUT IN TURNS AND ENDS OF PIPE. MAKE CONNECTION TO COIL AS REQUIRED. SEE FLOOR PLAN FOR RECEPTACLE LOCATION. INSTALL PIPE HIGH AS POSSIBLE, ANCHORED TO WALL OF BOX WITH SUPPORTS AT MAXIMUM SIX FOOT CENTERS. USE TYPE "M" HARD COPPER TUBE AND FITTINGS WITH LEAD -FREE SOLDER JOINTS. SLOPE HORIZONTAL PIPE AT MINIMUM TWO PERCENT. REFER TO LOCAL CODE FOR INDIRECT DRAIN REQUIREMENTS. WALK -IN BOX CONDENSATE DRAIN rat NOT TO SCALE � GALVANIZED STEEL CLAMP. DO NOT CLAMP PIPE TIGHT. 1" x 6" x 12" REDWOOD SUPPORT BLOCK OR CCA ROT -PROOF TREATED TIMBER. V -NOTCH TIMBER PROVIDE MULTIPLE BASE SHEETS OR TRIM THE TIMBER AS REQUIRED TO ACCOMODATE VARIATIONS IN ROOF ELEVATION. LOCATE AT TURNS OF PIPE. AT 1' SPACING FOR PLASTIC PIPE. AND AT THIS SPACING FOR METAL PIPE: 5 " =16' 4 " =14' 3 " =12' 2- I/2 " =1I' 2 " =10' I- I /2 " =9' I- I/4 ° =8' I " =T 3/4 " =6'. PLACE BASE SHEETS ON ROOFING BEFORE GRAVEL IF ANY. SET BLOCKS FREE ON BASE SHEETS. STACK BLACKS AND NAIL THEM TOGETHER WHERE REQUIRED TO ELEVATE PIPING. PRIMER COAT AND PAINT EXTERIOR GAS PIPE LIGHT GREEN COLOR. 4 NOT TO SCALE PROVIDE AN INDIVIDUAL VENT ON ALL FLOOR DRAINS. INSTALL VENT IN PARTITION OR CHASE WHERE SHOWN ON PLAN. HORIZONTAL VENT BELOW FLOOR IS NOT PERMITTED. IF FLOOR DRAIN /SINK I5 MORE THAN 5' ON A 2" WASTE OR 6' ON A 3" WASTE FROM THE PARTITION. PROVIDE A TRAP AND WASTE LINE TWO PIPE SIZES LARGER THAN THE DRAIN /SINK OUTLET, WITH A REDUCER ON THE TRAP INLET, AND VENT WITHIN 15 FEET. OTHER VENTING METHODS MAY BE USED IF APPROVED BY LOCAL CODE. 1 '•rit REDUCING TR • P_ Is 1�� I� m • LINE IS USED AS A COMBINATION WASTE AND VENT SYSTEM. PROVIDE TRAP PRIMER IF RE- QUIRED BY LOCAL AUTHORITIES. / MAXIMUM 5' ON T OTHERWISE DEEP -SEAL P -TRAP. WASTE OR 6' ON 3 ". LOCATE FLOOR DRAIN /SINK WHERE SHOWN ON DIMENSIONED ARCHITEC- TURAL PLAN. IF FLOOR STRUCTURE INTERFERES WITH FLOOR SINK, MOVE SIDEWAYS IF POSSIBLE, OTHERWISE MOVE BACK. ALWAYS LOCATE WHERE EASILY ACCESSIBLE, BUT NOT IN FOOT TRAFFIC. IF SITUATION IS FLOOR SLAB ON GRADE, PROVIDE BACKFILL PER SPECIFICATIONS. IF CONCRETE FLOOR 15 NOT EXISTING, SET DRAIN IN PLACE AND POUR AROUND IT. IF CONCRETE FLOOR IS EXISTING. SAW CUT OR CORE DRILL IT. SET DRAIN BODY IN PLACE AND POUR AROUND IT. RECESS TOP OF FLOOR SINKS 1/2" BELOW FLOOR SURFACE AND SLOPE FLOOR TO IT. DO NOT RECESS TOP OF FLOOR DRAINS. IF SITUATION IS FLOOR NOT ON GRADE, REFER TO "FLOOR PENETRATION" DETAIL FOR VENTS. FLOOR DRAIN /SINK WALL CLEANOUT PROVIDE LEAD OR COPPER FLASHING OR SPUN ALUMINUM BASE IN 13ED OF MASTIC. COORDINATE WITH ROOFER. MAXIMUM 15' WHERE I ENLARGED WASTE PROVIDE CLEANOUT TEE WITH SCREWED COUNTER- SUNK ABS PLASTIC PLUG: TAPERED - THREAD WITH TFE JOINT COMPOUND. WHERE CLEANOUT TEE IS CONCEALED IN A CHASE OR PARTITION, PROVIDE A ROUND 18 GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW. 11 11 1$ II 1 I ROOFING OVER METAL FLASHING BY ROOFING CONTRACTOR. ROOF INSULATION ROOF DECK CONCRETE FLOOR 4 MEMBRANE CLAMP - IF ING COLLAR AND SEEPAGE PAN. H: llr MAXIMUM TAILPIECE : LENGTH 15 2 FEET. X1 SLOPE WASTE AT TWO PERCENT. • RIGHT AND LEFT NIPPLE t COOPINGS 2001 CPC SEE #1211.10 GAS PIPE ROOF PENETRATION NOT TO SCALE • ■r. COLUMN OR PARTITION AS SHOWN ON FLOOR PLAN. CLEANOUT FACE SHALL BE WITHIN 4" OF WALL SURFACE. PROVIDE PIPE EXTEN- SION IF REQUIRED. • CONCRETE - REFER TO PLUMBING FLOOR �l -- III IXTURE SCHEDULE SLAB. �. ' I #11, FOR FURTHER 11= INFORMATION. , 1 I1ICI1I�II PROVIDE WCO AT BASE OF ALL RAIN - LEADER DOWNSPOUTS. PROVIDE WCQ WHERE SHOWN ON PLAN. AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. NOT TO SCALE STEPPED FLEXIBLE PVC OR NEOPRENE COUPLING CLAMPED TO FLASHING AND PIPE WITH STAINLESS STEEL SCREW CLAMPS. ELBOWS TO COMPENSATE FOR PIPE EXPANSION. ROOF SUPPORT. REFER TO DETAIL. J L SLEEVE ROOF I' � IF REQUIRED. - ANCHOR PIPE TO ROOF DECK OR JOISTS. REFER TO PLANS FOR PIPE SIZE(5) AND LOCATION(S). USE WELDED OR SCREWED FITTINGS AS SPECIFIED FOR PIPE SIZE. LOCATE PENETRATION MINIMUM 18" FROM ADJACENT WALLS. NOT TO SCALE PROVIDE VACUUM BREAKER VB ABOVE BALL VALVE, MINIMUM SIX INCHES ABOVE ICE MACHINE, MOUNTED ON PIPE. PROVIDE FULL PORT BALL SHUT -OFF VALVE ON ROUGH -IN. INSTALL UJATER FILTER PER MAN- UFACTURER'S INSTRUCTIONS IF FURNISHED WITH ICE MACH. INSTALL WHERE ACCESSIBLE. FLOOR 2 " FS I" ICE MACHINE CONNECTIONS WH A PROVIDE ROUND SECURED NICKEL BRONZE ADJUSTABLE TOP WITH "CO" CAST IN COVER. PROVIDE CLEANOUT TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED FLOORS). PROVIDE PLASTIC PLUG IN CAST IRON BODY. CLEAN THE TOP OF EXPOSED FCO AFTER INSTALLATION. MEMBRANE CLAMP \FLOOR SLAB ON GRADE • • AS REQUIRED FOR DEPTH OF SEWER HUB AND SPIGOT CAST IRON PIPE BELOW FLOOR. SANITARY OR STORM SEWER LINE TWO -WAY CLEANOUT FOR LOCATION, SEE DWG P -1.0 LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS OF PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALS ON STRAIGHT RUNS, AND WHERE SHOWN ON PLANS. PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS. LOCATE CLEANOUTS WHERE THERE IS 18" CLEAR AROUND. CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS. FLOOR CLEANOUT TYPICAL TRAP PRIMER DETAIL 40 THRU ROOF, (1) EXHAUST PIPES (1) AIR INTAKE HOT WATER SUPPLY SHUT - OFF VALVE COMBINATION TEMPERATURE & PRESSURE RELIEF VALVE 3/4" ( OR SAME SIZE AS RELIEF VALVE OUTLET ) SPILL TO MOP SINK GAS COCK SAME SIZE AS SEWER UP TO q" MAXIMUM. LONG SWEEP ELBOW AT END OR TURN OF RUN. COMBINATION WYE AND EIGHTH BEND IN RUN. ENTER TOP OF PIPE. OVERHEAD C.W. SUPPLY TRAP PRIMER I rig UNION ..."• i1 * USED ONLY FOR WATER SYSTEM WITH BACKFLOW PREVENTER OR PER LOCAL REQUIRED GAS WATER HEATER 1/2" COLD UJATER SUPPLY DOWN IN PARTITION WHERE SHOWN ON PLAN. C.W. SUPPLY GRAVITY LINE TO TRAP COLD WAI Eft ADAPTER AND SIX FOOT LONG 3/8" REINFORCED FOOD GRADE PLASTIC TUBING TO CUBER UJATER INLET. USE HOSE CLAMPS AS REQUIRED. CONNECT TO CUBER AND ICE BIN DRAIN OUTLETS AS REQ'D. REFER TO "INDIRECT DRAIN" DETAIL FOR MORE INFORMATION. PROVIDE FLOOR SINK AT FRONT EDGE OR SIDE EDGE OF ICE MACHINE, WHERE ACCESSIBLE FOR CLEANING - NOT UNDER ANY EQUIPMENT. PROVIDE COLD UJATER ROUGH -IN AT TOP OF ICE MACHINE. ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST AS REQUIRED TO SUIT CONDITIONS. VERIFY CONNECTIONS WITH MANUFACTURER. DIRECTION OF FLOW CHECK VALVE SHUT -OFF VALVE NOT TO SCALE NOT TO SCALE VACUUM BREAKER FINISH FLOOR AI Iv /I/ / / NOT TO SCALE * "AMTROL" THREM -X -TROL THERMAL EXPANSION TANK OR APPROVED EQUAL. 5 GALLON. UNION-TYP. 3/8 "X2" LONG LEG BOLTS (TYP. 4) SECURE HEATER TO WALL 1 "Wx1/16" TNK. STEEL STRAP(TYP. 2) NOTE : PROVIDE PRESSURE REDUCING VALVE IF GAS PRESSURE IS HIGHER THAN HEATER RATING. SIZE AS PER TABLE 1 -9 2001 CPC. FLEX. CONN. NOT TO SCALE • EXHAUST HOOD ROOF 1 CEILING FLEXIBLE APPLIANCE CONNECTOR FURNISHED BY OTHERS. STUB OUT W/ MANUAL VALVE AND ` CAULK AROUND GAS PIPE WATERTIGHT MANUAL GAS VALVE (TYP.) FLOOR ARRANGEMENT SHOWN IS SCHEMATIC. MAKE FINAL CONNECTION TO EQUIPMENT AS RECOMMENDED BY MFGR. PROVIDE WELDED FITTINGS # JOINTS IN ANY CONCEALED, UNSLEEVED LOCATION. CONFORM TO REQUIRMENTS IN NFPA 54 AND LOCAL CODES /AUTHORITIES. GAS SYSTEM TO BE TESTED WITH A TEST PRESSURE OF NO LESS THAN I TIMES THE PROPOSED MAXIMUM WORKING PRESSURE (NOT LESS THAN 3 PSIG), FOR A DURATION OF NOT LESS THAN HOUR FOR EACH 500 CUBIC FEET OF PIPE VOLUME OR FRACTION THEREOF. REFER TO NFPA 54 FOR FURTHER TESTING INFORMATION. ROOF PENETRATIO j` GAS PIPE ON ROOF PER DETAIL I I SUPPORTED PER DETAIL I DO NOT INSTALL VALVES BALL GAS PIPING FROM THIS IN CEILING SPACE POINT INTO SPACE IS TO BE WELDED JOINTS ONLY COOKING APPLIANCE GAS PIPE NOT TO SCALE PROVIDE CLEANOUTS IN TURNS /ENDS OF PIPE, USE DWV FITTINGS IF SIZE 15 LARGER THAN I ". SLOPE PIPE AS MUCH AS P TOWARD OSSIBLE DISCHARGE. MAKE CONNECTION TO EQUIPMENT AS REQUIRED. MAKE PIPE MINIMUM ONE SIZE LARGER THAN EQUIPMENT CON- NECTION, MINIMUM 3/4 ". USE "M" OR "L" HARD COPPER UP TO I" AND TYPE DWV FOR LARGER. ROUTE PIPE INCONSPICUOUSLY AND UNOBTRUSIVELY. HANG PIPE AS REQUIRED. DO NOT INSULATE INDIRECT DRAIN PIPE WHEN INSTALLED IN FOOD SERVICE FACILITY. REFER TO LOCAL CODES FOR FURTHER INFORMATION. INDIRECT DRAIN INSTALL PER PDI PDI 1 STANDARDS AND SIZE MANUFACTURER'S "A" INSTRUCTIONS. SINGLE FIXTURE MITER THE INSULATION AT TEES AND ELBOWS SO THAT THERE ARE NO GAPS AT JOINTS IF POSSIBLE, THEN TAPE THEM. OTHERWISE FILL THE GAPS WITH BLANKET FIBER- GLASS AND PROVIDE ONE -PIECE PRE - MOULDED PVC FITTING COVERS. PROVIDE 1/2" UNICELLULAR ELASTOMERIC INSULATION ON DOMESTIC HOT AND COLD WATER PIPES IN WALLS AND CHASES. MITER THE INSULATION AT TEES AND EL- BOWS. SEAL ALL JOINTS WITH ADHESIVE. 4 . PIPE INSULATION •r MANUAL GAS VALVE (TYP.) PC TO ROUTE GAS PIPING IN PARTITION WALL AS REQ'D WITHOUT JOINTS. STUB OUT PIPING JUST BELOW CEILING TO EXPOSE VALVES THEN ROUTE PIPING BACK INTO WALL SPACE. SEAL ALL UJALL PENETRATIONS W/ CAULK. �f TYPICAL 6" DIRT LEG LH TO 6" ABOVE FLOOR DISCHARGE INTO CENTER HOLE OF GRATE OF FLOOR SINK WITH AIR GAP SUFFIC- FICIENT TO REMOVE GRATE AND STRAINER. MINIMUM GAP = TWICE PIPE DIAMETER. PROVIDE TRAP AND 6" HIGH PIPE VENT OPEN TO ATMOSPHERE WHEN DRAIN LINE IS LONGER THAN 5' (IAP110) OR 2' (BOCA). HOT OR COLD WATER SUPPLY NOT TO SCALE IF HORIZONTAL BRANCH IS LESS THAN 20' LONG, PROVIDE ONE WHA AT END OF LINE. IF BRANCH IS GREATER THAN 20' LONG, PROVIDE ANOTHER WHA IN MIDDLE. EACH SIZED FOR HALF THE FIXTURE UNITS. MULTIPLE FIXTURES DO NOT PROVIDE AIR CHAMBERS. PROVIDE UJATER HAMMER ARRESTERS BY SIOUX CHIEF, PRECISION PLUMBING PRODUCTS. WATTS OR APPROVED EQUIVALENT WITH PISTON AND 0 -RING CONSTRUCTION. HAVING PDI #WH- 201, ASSE # 1010 AND ANSI # A112.24.111 CERTIFICATION. INSTALL IN HORIZONTAL OR VERTICAL POSITION, BUT NEVER UPSIDE DOWN. INSTALL IN LINE WITH WATER FLOW DIRECTION IF POSSIBLE. SIZE THE UNITS AS SHOWN ON THE DRAWINGS AND /OR PER THE TABLES SHOWN ABOVE. 3 14 15 COVER VALVE BODIES WITH INSULATION, BUT NOT UNIONS. PROVIDE 1/2" FIBERGLASS INSULATION WITH ALL - SERVICE JACKET WITH VAPOR BARRIER ON ALL COLD WATER, CONDENSATE, AND STORM DRAIN PIPE UP TO 1 ". PROVIDE I" INSULATION ON STORM DRAIN PIPE ABOVE 4" SIZE. PROVIDE 1" FIBER- GLASS INSULATION WITH ALL - SERVICE JACKET ON DOMESTIC HOT WATER PIPING. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION REGARDING INSULATION. INSTALL ALL ITEMS PER SPECIFICATIONS AND MANUFACTURER'S INSTRUCTIONS. MAINTAIN VAPOR BARRIER ON COLD PIPING BY MEANS OF SEALANT AND TAPE. FLAME - SPREAD AND SMOKE- DEVELOPED INDEXES SHALL NOT EXCEED 25/50. SEAL EXPOSED ENDS OF FIBERGLASS INSULATION WITH ADHESIVE MASTIC. TAPE JOINTS OF FI- BERGLASS INSULATION. PROVIDE A ONE FOOT LENGTH OF NONCOMPRES- SIBLE INSULATION AT HANGERS FOR ALL PIPE 2" AND LARGER. REFER TO OTHER DETAILS FOR TREATMENT OF INSU- LATION AT PENETRATION OF WALLS, FIREFLOORS, FLOORS, AND FIREWALLS. 16 NOT TO SCALE E . . ` F CODE COMPLIANCE \ APPROVED \ 2007 City Of TukW a AUG 1 3 2008 RECEIVED OCT 12 2007 PERMIT CENTER PANDA EXPRESS INC. 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 Telephone: 626.799.9898 Facsimile: 626.403.8688 THESE DRAWINGS, DESIGNS, SKETCHES, IDEAS, ARRANGEMENTS AS WELL AS ANY AND ALL ELECTRONIC FILES AND/OR DIM ARE THE SOLE AND EXCLUSIVE PROPERTY CF PANDA RESTAURANT GROUP MC. & KEN ARCHITECTS. THESE PLANS WERE CREATED Ati) DEVELOPED BY AND FOR THE ARCH MOTS WORK. NOTHING CONTAINED OR RURESENTED ON THESE DOCUMENTS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE VWTHOUT THE MESSED WRITTEN CONSENT OF PANDA RESTAURANT GROUP, INC. & MEN ARCHITECTS. THE WORK CON TAMED ON THESE DNS AND DOCUMENTS IS CREATED ONLY FOR IMPLIED, PROECT FUTURE WORK(S) OR P O , cT ( s) AND NOT FOR OTHER RELATED, • REVISIONS: 1 ■ ISSUE DATE: 1 1ST 2ND 3RD 4TH 5TH 6TH 1 ARCHITECT 1 1 SEAL: 1 VIGEN 1 PROJECT: • ARCHITECTS A R C H I T E C T U R E& P L A N N I N G 1127 E. Olive Avenue Fresno, CA 93728 Phone: 559,268.2711 Fax: 559.268.1172 Web: www.vigen.com PANDA EXPRESS "SOUTHCENTER MARKETPLACE" 17100 SOUTH CENTER PARKWAY 1UKVALA, WA PANDA PROJECT #: S8- 08 -D1677 ARCH PROJECT #: H702.020 DATE: 08/25/07 THESE DRAWINGS TO BE USED ONLY FOR 114E PROJECT LOCATED ABOVE AN VIGEN WASHINGTON PLAN CHECK SUBMITTAL 08/31/07