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HomeMy WebLinkAboutPermit PG09-092 - WESTFIELD SOUTHCENTER MALL - CAFÉ PHOCAFE PHO 2600 SOUTHCENTER MALL FC -8 PGO9-092 Parcel No.: 6364200010 Address: Suite No: Tenant: Name: Address: 2600 SOUTHCENTER MALL TUKW CAFE PHO 2600 SOUTHCENTER MALL, FC -8 , TUKWILA WA Owner: Name: WEA SOUTHCENTER LLC BSIP Address: TOTAL 13 PARCEL NUMBERS , 2010 NEW PLAT MAJOR 920247 Contact Person: Name: TSE ARCHITECTS, DAVID WU Address: 12930 NE 178 ST , WOODINVILLE WA Contractor: Name: LAI'S PLUMBING Address: 19115 14 DR SE , BOTHELL WA Contractor License No: LAISP * *040NK DESCRIPTION OF WORK: PLUMBING AND GAS PIPING FOR NEW FOOD COURT TENANT TO CONNECT TO EXISTING MALL UTILITIES AND GREASE WASTE SYSTEM. INCLUDING INSTALLATION OF 0.5" RPPAsS WATTS SERIES SS009 AND OTHER BACKFLOWS PER BACKFLOW PREVENTER NOTED TABLE ON SHEET MO1. A DYE TEST WITNESSED BY THE CITY INSPECTOR IS REQUIRED TO ASSURE THAT THE GREASE WASTE LINE IS CONNECTED TO THE GREASE INTERCEPTOR AND THE DISCHARGE FROM DISH WASHER CONNECTS TO SANITARY SEWER SYSTEM SEPARATE FROM THEB GREASE WASTE SYSTEM. Value of Plumbing /Gas Piping: Fees Collected: $40,000.00 $693.75 Plumbing Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet doc: UPC -7/07 Cityiif Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PLUMBING /GAS PIPING PERMIT FIXTURE TYPE AND QUANTITY * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Phone: Phone: 425 481 -6601 Phone: 425 742 -2673 Expiration Date: 08/17/2011 Uniform Plumbing Code Edition: International Fuel Gas Code Edition: PG09 -092 09/14/2009 03/13/2010 2006 2006 Plumbing (cont.) 0 Building sewer and each trailer park sewer 0 0 Rain water system - per drain (inside bldg) 0 0 Water heater and /or vent 1 0 Industrial waste treatment interceptor, including 0 its trap and vent, except for kitchen type 0 grease interceptors 0 0 Repair or alteration of water piping and/or water 6 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 1 3 Medical gas piping (6 +) inlets /outlets 1 11 Gas Piping 0 Gas piping outlets (0 -5) 5 2 Gas piping outlets (6 +) 0 PG09 -092 Printed: 09 -14 -2009 Permit Center Authorized Signature: I hereby certify that I have read and ex governing this work will be complied v The granting of this permit does not presum4 to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the per ormance of work. I am authorized to sign and obtain this plumbing /gas piping permit. �J Date: —/ )` B/ Signature: Print Name: doc: UPC -7/07 City "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 AV \M c, JAIL • Permit Number: PGO9 -092 Issue Date: 09/14/2009 Permit Expires On: 03/13/2010 Date: 0111 II'I d this 1Sermit and know the same to be true and correct. All provisions of law and ordinances h, hether specified herein or not. This permit shall become null and void if the wdrk 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. PG09 -092 Printed: 09 -14 -2009 Parcel No.: 6364200010 Address: Suite No: Tenant: CAFE PHO 2600 SOUTHCENTER MALL TUKW 1: ** *PLUMBING AND GAS PIPING * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 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. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. PG09 -092 ISSUED 08/10/2009 09/14/2009 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R -3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor /ceiling assemblies and fire - resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 13: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 14: All backflows shall be installed per manufacturers specifications. 15: Contractor shall perform a dye test witnessed by Public Works Project Inspector, Mr. Dave Stuckle to assure that the grease waste line is properly connected to the outside grease system that goes throught an outside grease interceptor and that the discharge from the dishwasher goes to the existing sanitary sewer system and not to the grease interceptor. Coordination with the Mall management staff may be required, if the subject outside grease interceptor is doc: Cond -10/06 PG09 -092 Printed: 09 -14 -2009 located in the parking lot travel area. doc: Cond -10!06 ® • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us * *continued on next page ** PG09 -092 Printed: 09 -14 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: l Print Name \ 6 doc: Cond -10/06 PG09 -092 Date: ordinances governing or local laws regulating Printed: 09 -14 -2009 SITE LOCATION Sou TN c aNTsie Goeif. 1 9 41-0 C piR Property Owners Name: 1A/P4Triau Mailing Address: 8 2 3- 3 A vE . Site Address: Tenant Name: Name: Mailing Address: E -Mail Address: Company Name: Mailing Address: Contact Person: ' Dp v l p W (� E -Mail Address: Company Name: Mailing Address: Contact Person: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 1T rrp: //11'1 P11'. ci: inin ril a.1 ra. ns 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 ** 121 30 - No. 131;111- _sr, d4 d@- e —ap Co �S fiitc-14:1c.-rs � 2 1 30 11 91., duvi -Esc- as r . Cow.. 1� 0Sf 1r I l�I 5 v - 4o N,nco H:UpplicatiansWorms- Applications On Line 12009 ApplicationsU -2009 - Permit Application.doc Revised: 1 -2009 bh MALL. Ar7AM N!n ti7Fal ColtroRe► SNI T~ #''-p - rrcrs CAAva, wu GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Contact Person: E -Mail Address: Contractor Registration Number: 2 — 1 1ula Ave. P t. 1 4424-vu* E -Mail Address: S fit koWat abo Scg i*- • tower Building Permit No. DOI Mechanical Permit No. J y — 10 Plumbing/Gas Permit No. ( Public Works Permit No. Project No. (For oIce use only) PDT -IA/ King Co Assessor's Tax No.: 1 2 03. if ?DO 1 0 Suite Number: rL 5 Floor: roPo Co it PT New Tenant: ® Yes ❑..No CF TTL l City Mx. Aot,a g-s ` City (N Try z Tir r) IA MAIN WA tate 18 S tate '1810q. Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: (41-r) 481- 6,47° q y, CAI OOpiri vi L.( t IAA. 1 0 0 1 City State Zip Fax Number: ( . 41,1— 6 3 7 Company Name: Mailing Address: City State Zip Day Telephone: Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record WOopil.SviLLV.- / 1•1A 10.032- City ,, .�►► State Z Day Telephone: (4 4-8 (— 106 0 1 Fax Number: (f J It — C 3 i ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Zip Day Telephone: (.'f 47 6 0 — 102 Fax Number: ( 4 4 /62 — 1 Page 1 of 6 O BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 3 oo o DO. Existing Building Valuation: $ 30 D On AOp_ #"($$T.) Scope of Work (please provide detailed information): I1.17 IO(1 "TFoorriT 1 I") 0 0 Will there be nevi rack storage? ❑ Yes SOK C H'1Applications\Porms- Application On Linet2009 Applications\1 -2009 - Permit Application.doc Revised: 1 -2009 bb o COWL. Nr - • `os . — Pula o If yes, a separate permit and an submittal will be required. Provide All Building Areas in Square Footage Be PLANNING DIVISION: Single family building footp '.. (area of the foundation of all structures, plus any decks ver 18 inches and overhangs greater than 18 inches6Jlk 'For an Accessory dwell't : provide the following: (9i9 Lot )• Floor area princip mg: ' vide do entation that shows that the principal er lives in one of the dwellin Number of Parkin :. tails Provided: Standard: Pr, On Compact: Will there be a ' .e in use? ❑ Yes No If `yes ", explain: Floor area of a ry dwelling: his or her ary residence. Handicap: 644 FIRE PR I CTION/HAZARDOUS MATERIALS: Sprinklers xcl Automatic Fire Alarm ❑ None ❑ Other (specify) Will th be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Igt No If yes' anach list of materials and storage locations on a separate 8 - 1/2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 / ) ❑ On - site Septic System — For on - site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 Existing Interior Remodel Addition to Existing Structure _ New Type of Construction per IBC Type of Occupancy per BC 15t Floor S M �/t PA ! f � + 1 A 2n Floor ti r 3 Floor Floors ru 12 Acres cture' Att a ge Det2e4- 43'Age Attar rt Det ort • . Deck +, LlocovereTbeck / N O BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 3 oo o DO. Existing Building Valuation: $ 30 D On AOp_ #"($$T.) Scope of Work (please provide detailed information): I1.17 IO(1 "TFoorriT 1 I") 0 0 Will there be nevi rack storage? ❑ Yes SOK C H'1Applications\Porms- Application On Linet2009 Applications\1 -2009 - Permit Application.doc Revised: 1 -2009 bb o COWL. Nr - • `os . — Pula o If yes, a separate permit and an submittal will be required. Provide All Building Areas in Square Footage Be PLANNING DIVISION: Single family building footp '.. (area of the foundation of all structures, plus any decks ver 18 inches and overhangs greater than 18 inches6Jlk 'For an Accessory dwell't : provide the following: (9i9 Lot )• Floor area princip mg: ' vide do entation that shows that the principal er lives in one of the dwellin Number of Parkin :. tails Provided: Standard: Pr, On Compact: Will there be a ' .e in use? ❑ Yes No If `yes ", explain: Floor area of a ry dwelling: his or her ary residence. Handicap: 644 FIRE PR I CTION/HAZARDOUS MATERIALS: Sprinklers xcl Automatic Fire Alarm ❑ None ❑ Other (specify) Will th be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Igt No If yes' anach list of materials and storage locations on a separate 8 - 1/2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 / ) ❑ On - site Septic System — For on - site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory , Wash fountain Receptor. indirect waste Sinks i I Urinals Water Closet Z Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets/outlets for a specific gas Each additional medical gas inlets/outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller L Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) 2 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets S PLUMBING AND GAS PIPING PERMIT INFORMATION — 206 - 431 -3670 (p , • - i i„.4371F. ) PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Project (contractor's bid price): $ 4O,0O0- Scope of Work (please provide detailed information): —rfNhAi- I M Pjt o i : N. tsf • 90 Go ,V = i GONPOQTi .►- f 50— rA sric - rte-, Building Use (per Intl Building Code): StiDepigkr MALL- CM /B) Occupancy (per Int'l Building Code): LBO C au Utility Purveyor: Water: 1 W i LA. 1 u$€iU woo r Sewer: TW'W 1 14 PU e4 - 119 ttee Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: H:\Applicationaonns- Applications On- Line\2009 Applications \I -2009 Permit Application.doc Revised: 1 -2009 bh City State Zip 13 u i l..o t t. IATI Page 5 of 6 Date Application Accepted: o U I t° 1 r I O P\ 1 { Date Application Expires: m� v 1,0/ 0 Staff Initials: / i 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. 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. Print Name: Mailing Address: Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). BUILDING OWNER ! AUT �j'� D AGENT: Signature: Gl/r t4-0 AJ( 4"V Day Telephone: (2.06) L44 _ -7lOe z'3 Sui zo 1 , SAATfl , City H:1Applieatioos\Forms- Applications On Li0e12009 Applications11-2009 - Permit Application.doc Revised: 1 -2009 bb Date: D?- /26 /Oq l.JI (o k State Zip Page 6 of 6 Parcel No.: 6364200010 Permit Number: PG09 -092 Address: 2600 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 08/10/2009 Applicant: CAFE PHO Issue Date: Receipt No.: R09 -01435 Initials: JEM Payment Date: 09/14/2009 11:13 AM User ID: 1165 Balance: $0.00 Payee: KI LING LAI TRANSACTION LIST: Type Method Descriptio Amount doc: Receiot -06 Payment Credit Crd MC - Authorization No. 00530Z 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 555.00 Account Code Current Pmts 000.322.103.00.0 92.00 000.322.103.00.0 463.00 Total: $555.00 Payment Amount: $555.00 PAYMENT RECEIVED Printed: 09 -14 -2009 RECEIPT NO: R09 -01249 Initials: JEM Payee: PTCC, LLC SET TRANSACTIONS: Set Member Amount D09 -158 EL09 -0485 M09 -100 PG09 -092 TOTAL: ACCOUNT ITEM LIST: Description ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES Cit 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 SET RECEIPT Payment Date: 08/10/2009 User ID: 1165 Total Payment: 2,307.86 SET ID: 0810 SET NAME: CAFE PHO 1,934.27 104.00 130.84 138.75 1,934.27 TRANSACTION LIST: Type Method Description Amount Payment Check 2058 2,307.86 TOTAL: 2,307.86 Account Code Current Pmts 000.345.832.00.0 000/345.830 TOTAL: • 104.00 2,203.86 2,307.86 PAYMENT RECEIVED Project: A Type of Inspection: Address: i 2 6 0 0 -Q, M A-I_L Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: 7.d(0- j - 8 ' 2 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Pool -v92 PERMIT NO. (206)431 -3670 1a 4 ig Approved per applicable codes. El Corrections required prior to approval. COMMENTS: NA / Date: 12 - ' -9 60.00 REINSPECTIO> FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcen er Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: AarVididrbAhe " Al Wi n - 'llaJa. �"" —..+. ......Y.. ._ COMMENTS: p 0 0a Ace I ! 04 3 -1;;.r) f te�'1 5 py LI C 47 ;1i2, "), .5 e urzSgr /7 /092, — 4.4 it/e01i.. — c7 Special Instructions: liti/ ! +' l INI e i l,N.m / Nd, N fil,rior ;A}- 1/¢-1, / 9A t- / , I/ m-/@ " -` , 7 ! Project: 1 r oj ( - /9/2 )// Type of Inspection: F/ API 3 / Address: ? (OD x) //i x'�n//"/ /I .A // D to Called: Special Instructions: Date Wanted: _ 09 Requester: Phone No: / z65105 a INSPECTION RECORD Retain a copy with permit INSPEC1JION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 LI Approved per applicable codes. El Corrections required prior to approval. t }fnsp or: ceipt No.: Dat : t .00 REINSPECTION FEE REQ RED. Prior to inspection, fee must be id at 6300 Southcenter BLvt7. uite 100. Call to schedule reinspection. 'Date: COMMENT �� r .bJAxle e Ar Vohs 1 otA � S MJ G - OA 41/47 t,s k?`ef Li aSJ S S li d (( .6. i ru T'U f( l ' 4 4, - k rA C ltJ I A e - A Sc.iiSCkSn n f,t-AJ 7v AA so-49 u rt -A 4 - tv :A S,)•P A- ) h 60 1 5j. 4, .1ct- 1 2. 6 J ate, en ' f i. , /1-* ( i ,) 5 e% • C 7 I I Tr (e/.r'. f 1.- P- a i / e c.P it^ : S. j -, r 7 t o 6• s pet. s- tric .v(' r . e - - 44 A A-x i 1), A -1 or - ( -e A Je zt-t" . Q iia AiM ,AAeu ;),l AJi LAA �(6 fr• 4 S !4 k C k r I.JA :Sob-7'70i i n,) v Al u k e. c e S' Ait Ile L j.-4 e LI t 7L ('. E 1 i n ,S 0 1/e/ 1.11 11-- Sevier Gqs Si-ell Requester: Project: 6Afk POO Type of Inspectio F( AI -A pii- 5. Address: 7,600 S( »k11 Date Called: Special Instructions: r� Q 3 1 2 2 —' 0 I•W fd.`'` Date Wanted: (+ 2 -01 �a.m� P•m. Requester: Phone No: 2 / vQ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PGA -oq2 PERMIT NO. (206)4'3 1 -36 Corrections required prior to approval. Inspector: Date: ( 14 4)1 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: . _, _ _ . tee.. m..e.verm6..rmidoit ..._ , •c,..sa - __...._�._ ..:...... COMMENT 1 P J rL ore' _ (1 Cl J 42 eT ()- ai v /\ PJ_..S S 0 , A S ee J r v.� bueke,TS 'iv 7 j,' T .Se'.f J'<<° i-lauv'e . (1) f- ue t°k(n.:i,,JT" Do (X 6.43,4- p l c r-, 7 r it ..,l -- 1-1,") A far /1 r e-- O t e S ; e r , ( . sC.i A er - N f,.oe,n y . " . g',./ - r - 1 e I S d1 A .J 6( 14; (x c.�.�s� d., (_)` .1�"Je . ^CJ�et r,J ueiT;'i ^ 1- );1�•+i er Jr Ai ,& -cam :d L� P .) n w, l 1 be rr :reA e r ce Pr /mil , 4e 4 71%;_.5 ; s 6 (\1dr A 4 1 iN S p e c..` s n p J J A.) �--PJ D (N 4 (d ( mi l cJf K - p ri - s ue `l`0 ` ph, Mb,'" F,`f / Project: -INC ptt-b Type of Inspection: Address: R.( , (t Date Called: Special Instructions: Date Wanted: / r 7 (� ( Vim, P• Requester: Phone No:. • n Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P6>o s a PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspect? : ri $60.00 REINSPECTION FEt REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter #lvd., Suite 100. Call to schedule reinspection. Date: , 31 Receipt No.: 'Date: 4 . simsbab*ftomesoibcnivAtMi.emtkiiiskidafili Project: ( :- `7 Type of Inspection: F/N' / y- //nilt31 6 Address: Date Called: Special Instructions: Date Wante : a.m. / / / A A)5 Requester: Phone No: COMMENTS: ) ,�'/ f ,, ,, J 4'v l /U7cl 4°vv� (Zi' 1 24 ,, rT��YV ,aF J 2� Co 45 1 l f-v , -7/- uici ®6- ) /b /i Gdy ks /.-, 'ti4 / _ c ect : Date: dtd, INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -370 0 Approved per applicable codes. Corrections required prior to approval. $0 6 . REINSPECTION FE REQUI Pr to inspection, fee must be pai at 6300 Southcenter Blvd., Sui a 100 /Call to schedule reinspection. e -Ipt No.: Date: Au 14. Project: e P(+ Type of Inspectio 2 9 TA p�, .�� Addre s: Dat e Ilgd J ,t Special Instructions: /-- Date Wanted: a.m Requester: Phone No: INSPECTION RECORD Retain a copy with permit IN 'ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: r � ' i �� ' 7 A ) ✓`� . Date: 0 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suile 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: I 6 o A;fra /.. /` / 1 (((4( ) .•d id) �'et. fie . .rd 4.... A44/. 1)1 ?4 r() T-1; 4, p ` rt- 7 , i, A , _P v.(' /1 , /-■ 5 h)fr ,f4 / (, 1 N'� uC'.�`� A 1 I L. .) i. S• l ,.) r P-/E -,t-, / ••�,� 4 l I I -.As t �l. ii) . /�/ •n A; i --- .7 p --r , )i s t � A '1 /7‘.. L A; Gf,- if A z ` / •-,1l s l - L) d- - . : I eJ - t t 1,i) f1 � ` l' f �► . • (, , ∎ e. j r`'t. r 1 .S -- 4 i h - Vim- 4 a 1e-i - l�1)1.er J t S / J�. d' (pv �.I /9 r Project: 0 R l— -P i4 (> Type of Inspection: R r i c GI - I ki Address: 6,09 .Srn I-I hoe l ✓ r►1,a Date Called: I 1 Special Instructions: (7 tP.ASQ ` P - �t 1 V i IT a c r r_X . ,),\ D - 0 ( 4 h - Vim- Date Wanted: Ci m p.m. Requester: Phone No: �o Cr" "Z eg - S E.,2 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (-z 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 121 Approved per applicable codes. Corrections required prior to approval. a"t-4 I ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspec r: Date D , �� Receipt No.: Date: A 7 Project: Lt t(c . t�h o Type of Insp ction: R yi ) `11-1 04 Address: AtO 6 ,5611.-f-lkeide 111-4// Date Called: / Special Instructions: Date Wanted: / / /' P4)/ a. n,, p.m. Requester: te,(4Ytr d Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit Ppa9 - .� PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: B 44( ,) (epo - 4- re c Niue). c-tptafe Inspector: Date: ti 1 r 0 1 ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspectio S .) - & re a-Se- 1 -F - r°Agitdrieal u414 f5 hooked tAp 4 5 44/1e-- rcekse coos& 11, e • I l e y were t,, 4- in 4-h e woe ,c, 0'1 k U),40e5ce44 rx4' q(eaSe- � e,r( E__-vr''_ lie proi/J ()(umhf f9 u'S St'tot) a-1( �ele�e r (ule5 1 4a *Pd 4 (u u 44.142 o/ells - U» 51e. e x c -fide_ Awe. Teo ruo eh 5 . Phone No: Project: Co f� Pk U . Type of Inspectio S .) - & re a-Se- Address: :2-Coal �.uu4(Ic61. 01(41 Date Called: 1 (30 ( U� Special Instructions: Date Wanted: I r C, (a 1 1 f G 1 e p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Pbsoc( - i2 PERMIT NO. (206)431 -3670 Approved per applicable codes. D Corrections required prior to approval. Inspector: 1 Date: 10 ( ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: M FILE COPY • Job Name Cafe Pho Southcenter Mall Darned* NIn_ For Health Hazard Applications Job Location Engineer Approval Series SS009 RECEIVED Stainless Steel Reduced Press 0 3 2009 Zone Assemblies TUKWILA PUBLIC WORKS Sizes: 1/4" - 1 " (8 - 25mm) Series SS009QT Stainless Steel Reduced Pressure Zone Assemblies provide protection of the potable water supply in accor- dance with national plumbing codes and water authority require- ments. Series SS009 can be used in a variety of health hazard installations whenever the downstream liquid is of a composition which may damage bronze material or it is desirable to eliminate trace elements of lead and copper. Typical applications are: Industrial or plant use, medical /diagnostic equipment, reverse osmosis systems, carbonated beverage machines, breweries/dis- tillers, paper and pulp industry, chemical plants and aggressive atmospheres. The SS009 series features two in -line independent check valves, captured springs, replaceable check seats, corrosion resistant internal parts and a hydraulically operated differential pres- sure relief valve. All sizes are constructed with NPT body connec- tions and are standardly furnished with vandal resistant EZ -TC Test Cocks. Series SS009QT's are furnished with 316 Stainless Steel, full port, investment cast, quarter turn ball valve shutoffs with 304 Stainless Steel tee handles. Features • Investment Cast 316 Stainless Steel Assembly for corrosion resistance • All wetted valve components — test cocks, ball valve shutoffs, pipe nipples, body and cover, check modules and relief valve assembly are made from "Lead Free" Stainless Steel or Plastic construction • Bolted on, top entry single access cover for ease of maintenance • Modular check construction featuring nonreversible checks with captured springs for simplified servicing • Top mounted vandal resistant EZ -TC test cocks provide easy access for testing • Stainless Steel EZ -TC test cocks include dust covers to protect the threads from dirt, dust and insects • EZ -TC Test cocks eliminate the need for tools and test fittings • True line sized check modules open further allowing dirt and debris to pass freely, through the valve reducing fouling problems • Chedk and Relief Valve Seats are replaceable without the use of special tools • Internal relief valve for right and left hand installations Now Available WattsBox Insulated Enclosures. For more information, send for literature ES -WB. CORREtil LTR# l Contractor Approval Contractor's P.O. No Representative Test Cock No 3 EZ -TC -SS Test Cocks Test Cock No. 2 First Check Module Assembly R.P. Zone Relief Valve Assembly SS009QT ES -SS009 _Test Cock No. 4 Second Check Module Assembly Water Outlet Specifications A reduced pressure zone assembly shall be installed at each noted potential health hazat location to prevent backflow due to back - siphonage and /or backpressure. The assembly shall consist of an internal pressure differential relief valve located in a zone between two independently operating positive seating check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve, without the use of special tools. There shall be no threads or screws, in the waterway, exposed to line fluids. Service of all internal components shall be through a single access cover secured with stainless steel bolts. The assembly shall include two resilient seated isolation valves, four top mounted vandal resistant test cocks with dust cov- ers, a protective stainless steel wye strainer with a 20 mesh screen and an air gap fitting The assembly shall consist of an investment cast 316 Stainless Steel body and cover with Series 300 Stainless Steel test cocks, 316 Stainless Steel Ball Valve Shutoffs with PTFE Seat blowout proof 304 Stainless Steel Stems, and 304 Stainless Steel Tee Handles. The assembly shall meet the requirements of ASSE Standard 1013, AWWA Standard C511. Assembly shall be a Watts Regulator Company Series SS009QT. RECEIVE r SEP 01 2009 wwAm ,s, PERMIT CENT t Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with - incurring any obligation to make such changes and modifications on Watts rodu&ts previously or subsequently sold. 0 MODEL SIZE in. (DN) mm in. A mm in. 8 mm C in. mm DIMENSIONS (approx.) L in. mm in. M mm 1 I N in. mm Width in. mm WEIGHT lbs. kgs. SS009M30T 1 /4, 3 /8, 1 ,4 8,10,15 10 250 4% 117 3 86 51/2 140 - - - - 5 127 4.50 2.0 SS009M3OT 3 /4 20 10 273 5 127 31/2 89 6 171 - - - - 6 159 5.75 2.6 SS0090T 1 25 16 425 5 140 3 76 9 241 - - - - 8'/4 210 12.25 5.6 SS009M30T -S ` 1 /4, 3 /8, 1 /4 8,10,15 10 250 6 150 3 86 5 140 3 97 2%8 67 5 127 7.25 3.3 SS009M30T -S 3 /4 20 10 273 6'/4 159 31/2 89 6% 171 4% 111 3 81 6 159 9.25 4.2 SS0090T -S 1 25 16% 425 7 197 3 76 91/2 241 5 132 3 95 8 210 17.00 7.7 4 Available Models Suffix: QT - quarter -turn ball valves S - stainless steel strainer Note: The installation of a drain line is recommended. When installing a drain line, an air gap is necessary (see ES- AG/EL/TC). Materials Body: 316 stainless steel Disc and Relief Valve: Silicone rubber Check Seats: Replaceable polymer Relief Valve Seat: Stainless steel Cover Bolts: Stainless steel Pressure - Temperature Temperature Range: 33 °F - 180 °F (0.5 °C - 82 °C) continuous Maximum Working Pressure: 175psi (12.1 bar) Standards USC Manual 9th Edition AWWA C511 -92 1013 Co® 664.4 ES -SS009 0645 61 Approvals ASSE, AWWA, USC CSA -'/2" and 3 A" horizontal IMPORTANT: INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMENTS Dimensions - Weight \WATTS® Backflow Prevention Products Capacity Performance as establisred by an independent testing laboratory. *Typical maximum system flow rate (7.5 feet/sec.) kPa psi 138 20 103 15 69 10 34 5 0 0 0 0 kPa psi 138 20 103 15 69 10 34 5 0 0 0 0 kPa psi 138 20 103 15 69 10 34 5 0 0 kPa psi 207 30 172 25 138 20 103 15 69 10 34 5 0 0 0 kPa psi 172 25 138 20 103 15 69 10 34 5 0 0 1 /4" (8mm) 02 0.4 06 08 1.2 1.4 gpm .76 1.5 2.3 3 3 8 4.6 5.3 Ipm 3 /e (lOmm) 0.5 1 5 2 25 3 35 4 gpm 1.9 38 5.7 7.6 9.5 11.4 13.3 15.2 fpm 0 2 4 1/2" (15mm) 6 3 /4" (20mm) 1" (25mm) 8 Canada: 5435 North Service Rd., Burlington, ONT. L7L 5H7; 10 0 7.6 15 23 30 38 46 1pm 10 20 30 40 50 gpm 0 38 75 114 152 190 1pm 12 gpm 0 5 10 15 20 25 30 35 40 45 50 55 60 gpm 0 19 38 57 76 95 114 133 152 171 190 209 228 Ipm RECEINFr USA: 815 Chestnut St., No. Andover, MA 01845 -6098: ■X Z 009 © Watts Regulator Cort`Ip y, 6 DATE August 31, 2009 • • ABOSSEIN ENGINEERING, LLC " (i ELECTRICAL MECHANICAL CIVIL FIRE rROrEC'rlUN 1 EED City of Tukwila Bill Rambo = Permit Technician David Larsen — Senior Plans Examiner, Building Division Review Joanna Spencer — Plan Reviewer, Public Works Department Allen Johannessen — Plans Examiner, Building Division Review Ref.: Cafe Pho, 2600 Southcenter Mall FC -8 Dear Building Officials Please find below the response to your Plan Review Comments of August 19/20, 2009. Building Permit Plan Review Comment Response: Building Division Plumbing /Gas Piping Permit Application # PG09 -092 1. Plans revised to show dish machine routed to sanitary waste rather than grease waste system, see sheet M -2. 2. Detail added showing compliance with NFGC 409.4, 410.1 & 410.2, see detail "C/M7 ", reference added to plan sheet M -3. 3. Make -up air water supply added to Backflow Prevention Notes sheet M -1. Public Works Department Permit # PG09 -092: RECEIVED SEP 0 3 2009 TUKWILA PUBLIC WORKS 1. Key plan added to sheet M -7, reference to Key Plan added to sheets M -2 through M- 6. 2. Sheet A -2 with Kitchen Equipment Plan to be included at resubmittal 3. Plans revised to show dish machine routed to sanitary waste rather than grease waste system, see sheet M -2. 4. Note revised to indicate Watts 009QT, see sheet "M -3 ". 5. Backflow Preventer Notes revised to include sizes and quantities as indicated. 6. Backflow Preventer Cut sheets to be included at resubmittal. Mechanical Permit Application M09 -100: 1. Type I duct routing dictated by Mall's approved shell plans. Approved Mall plans to be included for reference. Type I duct revised to slope toward center with grease reservoir to be added in trash room to address length of duct run. 2. Location of rooftop equipment dictated by Mall's approved shell plans. Approved Mall Structural plans to be included for reference. 2100 112th Avenue NE, Suite 201 • Bellevue, WA 98004 • PH: 425/462 -9441 • FAX: 425/462 -9 . pp,���� • EMAIL: general @abossein.com 0 47 z L-TR# ogeo CEIVEI SEP 01 2009 FERMI I CENTEi 1 3. Details for rated wall penetrations added to plans, see detail "D /M -7 ". 4. Clean -outs spaced at no more than 20' indicated on plans, see sheets "M4 & M5" 5. Type I Hood System note added to plans, see sheet "M5 ". I hope this information is adequate. Please contact me if there are any questions or if additional information is needed. Sincerely, Steve Howard SH /daj Encl: RECEIVE? SEP 01 2009 PLHMIT CENTS& August 20, 2009 TSE Architects = David Wu 12930 NE 178 St Woodinville, WA 98072 • ID City of Tukwila Department of Community Development Jack Pace, Director RE: CORRECTION LETTER #1 Plumbing /Gas Piping Permit Application Number PG09 -092 Cafe Pho — 2600 Southcenter Mall FC -8 Dear Mr. Wu, This letter is to inform you of corrections that must be addressed before your plumbing/gas piping permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. Building Department: Dave Larson, at 206 431 -3678, if you have questions regarding the attached memo. Jim Haggerton, Mayor Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenzer service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, ... R:),(0 Bill Rambo Permit Technician encl File: PG09 -092 W:\Permit Center \Correction Letters\2009\PG09 -092 Correction Letter #I.DOC wer 6.7nn . Snuthcenter Rnulpvard_ Suite #lnl) • Tukwila_ Wachinvtnn OR1RR • Phnnn- 2nh- 411 -767n • Far. 2nh- 471 -3htiS Building Division Review Memo • Date: August 19, 2009 Project Name: Cafe Pho Permit #: PG09 -092 Plan Review: Dave Larson, Senior Plans Examiner Tukwila B Division Dave Larso Senior Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Section 1014.1.3 of the Uniform Plumbing Code prohibits connecting dishwashers and garbage disposals to a grease waste system unless permitted by the Authority Having Jurisdiction. We would like these units connected to the regular drainage system. Please revise plans as necessary. 2. Please provide a detail for the medium pressure regulators installed in the gas piping system to show shutoff valves and additional tee fittings and caps to show compliance with section 409.4, 410.1 and 410.2 of the International Fuel Gas Code. 3. On sheet MO1 there is a section called Backflow preventer notes. Item three lists locations for installation. Please add the RPBP serving water supply to MAU -1 to this list. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. P: joanna/comments 1 PG09 -092 6) Submit a cut sheet for proposed backflows. PUBLIC WORKS DEPARTMENT COMMENTS DATE: August 19, 2009 PROJECT: Cafe Pho, FC -8 PERMIT NO: PG09 -092 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Please attach a KEY PLAN, similar to the building plans cover sheet A -1 so the location can be easily found inside the mall. 2) Sheet M2 calls refers to Kitchen Equipment Plan but none was included in your submittal. Since each permit stands on its own, please submit sheet A -2 (Floor Plan Schedule and Notes) as reference only. 3) City of Tukwila does not allow for discharge from the dishwasher to go through the grease interceptor. The dishwasher shall connect to a separate sanitary sewer line that bypasses the grease interceptor or is separate from the grease waste line. You can contact Mr. Mike Cusick, P.E., PW Senior Sewer Engineer at 206 431 -2441, if you have questions regarding this comment. 4) Detail A/M7 calls for a' /z" new RPPA and the callout note on sheet M03 specifies WATTS 009. Please note that 1 /2" WATTS 009 is not a WA State Department of Health approved backflow. Instead please use '�2" Watts 009QT or 009PCQT. The other approved '/z" backflows are Ames 4000B, Febco 860 and Febco 860U. 5) Please revise Backflow Preventer Notes table on sheet MO1 per attached mark -up. k : q-10-09 Clog Building Division Public Works Complete Comments: TUES/THURS ROUTING: Please Route Documents /routing slip.doc 2 -28 -02 • —MT Co PLAN REVIEW /ROUTING SLIP Structural Incomplete Structural Review Required ACTIVITY NUMBER: PG09 -092 PROJECT NAME: CAFE PHO SITE ADDRESS: 2600 Southcenter Mall — FC -8 Original Plan Submittal X Response to Correction Letter # 1 DATE: 09 -01 -09 Response to Incomplete Letter # Revision # After Permit Issued DETERMINATION O COMPLETENESS: (Tues., Thurs.) Fire Prevention n Planning Division Permit Coordinator DUE DATE: 09-03-09 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE: 1 0-01 -09 APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: n n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Public Works Complete r Comments: ilding Division APPROVALS OR CORRECTIONS: Doctiment.routing slip.doc 2 -28 -02 OPERMIT COORD COPY a PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG09 -092 DATE: 08 -10 -09 PROJECT NAME: CAFE PHO SITE ADDRESS: 2600 SOUTHCENTER MALL, FC -8 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued ktO9 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route [4 Structural Review Required REVIEWER'S INITIALS: n DATE: DATE: Planning Division Approved Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: n Permit Coordinator ❑ DUE DATE: 08-11-09 Not Applicable n No further Review Required n DUE DATE: 09-08 -09 Permit Center Use Only Q CORRECTION LETTER MAILED: U ^).6 -O9 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW.Zr Staff Initials: �� .o. 27. 2009 9:57AM TSE•P Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 09 -01 -09 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Cafe Pho Project Address: 2600 Southcenter Mall — FC -8 Contact Person: Steve Howard Phone Number: 425 -462 -9441 Summary of Revision: See Plan Review Response letter attached City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #1 00 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site, http: / /www,O.takwilawa.us Sheet 1Vumber(s): M -I through M -7 Plan ChecWPermit Number; PG09-092 No.6563 P. 4 Steven M Mullet, Mayor Steve Lancaster, Director RECEIVED CCTV OF TUKwitA . 0 10 4'ERMIT CENTER "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 6 ?-- -- o c r \applications \forms-applications on tine \revision submittal Created: 5-13-2004 Revised: Kind of Fixture Fixture Units No. of Fixtures Public Private Public Private Total Fixture Units Bathtub and Shower _ 4 4 Shower, per head 2 2 Dishwasher _ 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 t0 Sink, Clinic flushing 8 8 ,r Sink, kitchen 3 2 9.) A. Sink, other (service) - 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF - 5 2 Urinal, flush valve, >1 GPF ii 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 '2- 'Z Water closet, tank or valve, >1.6 GPF 8 4 ig King County Department of Natural Resources and Parks wastewater Treatment Division Non- Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type S Property Street Address - Tit k- 4J I—As cit ! � r- e14-_- Owner's Name _ arc. Total No. of Fixture Units 20 Signature of Owner /Representative Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE I _ State ZIP Subdivision Name Subdiv. # Building Name SC' 7140 +ThL. r- '1A Lt- (if applicable) ( ' 2-06 ) Z�j-( 4.23 Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Owner's Mailing Address s 4� 1rf T,s4.. Mt - / I Ott - t T Ltw Lot # Block # 1ItoditfY-o 1)“(2G4'>Lk" A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units RCE Print Plnrno of r. For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID# 1 O . L L t - 'C Party to be Billed (if different from owner) ADAf Nr; V 1 7ta- 1 8 `z3 3 _,a # 2a 1- �t+T7c 1. `f 7z 101 City or Sewer District -- Ifilk:rviLA Date of Connection Side Sewer Permit # I'O Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre - existing building? ❑ Yes N'No Was building on Sanitary Sewer? ''Yes El No Was Sewer connected before 2/1/90? t .Yes ❑ No Sewer disconnect date: -� Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes c /No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: SOFT 7) S fFmsr2 Estimated Wastewater Discharge: 16o Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 RCE C. Total Residential Customer Equivalents: (add A & B) RECEIVED CITY OF TUKWILA AUG 1 0 2009 PERMIT CENTER A B 0. D , J I'] RCE DO9 15 Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of d data for determination of a revised capacity charge. Date ‘ .`j: License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status LAISPC "088NL LAPS PLUMBING COMPANY CONSTRUCTION CONTRACTOR PLUMBING CARPENTRY /FRAMING 8/13/1992 8/1/1996 ARCHIVED Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 CBIC SH4186 08/01/2007 Until Cancelled $6,000.00 07/09/2007 4 TRAVELERS CAS Et SURETY 206085897 08/01/2001 Until Cancelled 08/01/2007 $6,000.00 07/23/2001 3 TRAVELERS CAS Et SURETY CO 206085897 08/01/200108/01 /2001 $4,000.0010/17/2001 2 RELIANCE SURETY CO 6085897 08/01/199708/01 /2001 $4,000.0007/16/1998 1 TIG SPECIALTY A1CO338383408/01/199608/01/1997 $4,000.0008/12/1996 Untitled Page 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. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company LAI'S PLUMBING 4257422673 19115 14DR. SE BOTHELL WA 98012 SNOHOMISH Corporation UBI No. Status License No. License Type Effective Date Expiration Date 8/17/2011 Suspend Date Specialty 1 PLUMBING Specialty 2 UNUSED 601725433 ACTIVE LAISP * *040NK CONSTRUCTION CONTRACTOR 8/12/1996 Other Associated Licenses Business Owner Information Name LAI, KILING Role Effective Date 01/01/1980 Expiration Date Bond Information • https://fortress.wa.gov/lni/bbip/Detail.aspx • Page 1 of 3 09/14/2009 SPLIT SYSTEM HEAT PUMP SCHEDULE DES DESIGNATION: — IHP 1 OHP -1` ZONE/FLOOR: RESTAURANT RESTAURANT MANUFACTURER: CARRIER CARRIER MODEL: 40RMQ008 38ARQ008 UNIT: INDOOR OUTDOOR NOMINAL TONS - - -- 5.0 COOLING • ARI (MBH): — — - - 55.5 HEATING . ARI (MBH): - - -- 35.6 SEER: - - -- 13.0 COP: -- _ — CFM 3000 —=-- E.S.P. (IN -H20): .5" AIR DISTRIBUTION VERTICAL /HORIZ. KRUEGER (1)AUXILLARYHEAT (KW): 15 - - =- INDOOR FAN HP(FLA): 2.4 HP — — OUTDOOR FAN(FLA): - - = - 0.8 MC OC AM P / 25.8/30 19.8 19.8/30 / VOLTAGE: 460 460 PHASE: 3 3 WEIGHT (LBS): 198 306 REMARKS: (1)(2)(4)(5) 2 3 4 ( )( )( ) 1 " KW" RAIED AS LISTED BY THE MANUFACTURER, ACTURER, WITH INTERNAL FUSE PROTECTION AND SINGLE POINT WIRING KIT. (2) INSTALL UNIT J O NIT AS .SHOWN AND AS RECOMMENDED BY THE MANUFACTURER AND IN COMPLIANCE WITH LOCAL CODES. (3) COMPRESSOR SHORT ORT CYCLE PROTECTOR, HIGH /LOW PRESS. SWITCH, DEFROST CONTROL, FILTER DRIER AND LIQUID SOLENOID VALVE, THERMOSTATIC EXPANSION VALVE, CRANK CASE HEATER. CONSULT MANUFACTURER FOR ACCESSORIES REQUIRED DUE TO LOCATION OF INDOOR /OUTDOOR UNITS (4) EACH INDOOR OUTDOOR UNIT SHALL ALL HAVE THE STATE ENERGY CODE APPROVED CERTIFICATIONS IN ORDER RDER TO MEET THE REQUIRED ENERGY RATINGS, TESTS & CERTIFICATIONS AS COMBINED UNITS TYPICAL O ( OF ALL UNITS ABOVE). NOTE: CONTRACTOR SHALL USE REFRIGERANT LONG LINE GUIDE FOR PIPE SIZING PER MANUFACTURER WHEN LINES EXCEED 50 FT IN, LENGTH. VERIFY WITH MFG FOR EXACT SIZES. AIR DISTRIBUTION SCHEDULE TYPE DESCRIPTION CFM NECK SIZE MODEL , REMARKS A ROUND SUPPLY DIFFUSER PER PLAN PER BELOW RM1 AIR DIST. 4 —WAY UNLESS NOTED OTHERWISE B T —BAR ; SUPPLY DIFFUSER PER PLAN PER BELOW SH AIR DIST. 4 —WAY UNLESS NOTED OTHERWISE C SOLID CLG. SUPPLY DIFFUSER PER PLAN PER BELOW SH AIR DIST. 4 -WAY UNLESS NOTED OTHERWISE D SOLED _ CLG. RETURN /EXH. GRILLES PER PLAN PER BELOW ' S8OH BOTTOM /TOP WALL GRILLE E T—BAR RETURN/EXH. GRILLES PER PLAN PER BELOW EGC5 AIR DISTRIBUTION VERTICAL /HORIZ. KRUEGER F ; . TOR WALL GRILLE PER PLAN . PER BELOW 880H TOP WALL GRILLE G THERMAFUSER PER PLAN PER BELOW TF —HC THERMAFUSER OR EQUAL H P7 BAR SINK 1Y2" 12" 1Y" DUCT SIZE FEEDING THE AIR DISTRIBUTION Y „ D1 FLOOR DRAIN NECK TYPE A (RM1) NECK TYPE B RM1 NECK TYPE — C (SH) NECK TYPE- D S8OH MAX. NC = 35 SIZE "0 CFM MIN. CFM MAX 4 0 35 (1) NO UNDERGROUND WASTE, PIPING LESS THAN 2 ". (2) SEE ARCH. AND KITCHEN DESIGN FOR FIXTURE SPECIFICATIONS 6 X 6 6 X 6 :. 5" 0 36 60 6 X 6 6 X 6 6"0 "0 61 95 6 X 6 6 6 X 7 96 145 6 X 6 8 X 6 8 "0 146 200 6 X 6 10 X 6 9 201 280 9 X 9 10 X 6 10"c6 281 380 9 X 9 12 X 10 12"0 381 600 12 X 12 18 X 10 --T 14 601 900 15 X 15 24 X 12 6 0 ., 90 300 r 24 ' X ' 18 .,.a 18 b 1301 750 24 X 24 20x20 2610 3265 20 x 20 MAX. NC = 35 NOTES: 1) CEILING DIFFUSERS, REGISTERS AND GRILLES SHALL BE KRUEGER OR EQUAL. 2) CD =CEILING DIFFUSER, RG= RETURN GRILLE, TG= TRANSFER GRILLE, LVR= LOUVER, TWG =TOP WALL GRILLE, BWG= BOTTOM WALL GRILLE. 3) ALL SUPPLY AIR DISTRIBUTION OUTLETS WITHOUT VOLUME DAMPERS SHALL HAVE OPPOSED BLADE VOLUME CONTROL DAMPERS. 4) FASTENING METHOD SHALL BE AS SELECTED BY ARCHITECT AND SHALL BE COMPATIBLE WITH THE WALL OR CEILING STRUCTURE THAT IS BEING INSTALLED. 5) OTHER APPROVED MANUFACTURERS ARE: TITUS, E.H. PRICE, METALAIRE AND J & J. " ALTERNATE MANUFACTURERS MUST MATCH MATERIALS, TYPE, AND PERFORMANCE OF LISTED DEVICE. ELECTRIC WATER HEATER SCHEDULE DESIGNATION WH-1 ZONE: RESTAURANT MANUFACTURER: ` A.O. SMITH (OR EQUAL) DSE -50 MODEL: TYPE: ' TANK WATTS: TWO © 18000 EA. (SIMUL.) NO. OF ELEMENTS: 2 TEMP. RISE (F°): 100 GALLONS: 50 VOLTAGE: 480 PHASE: 3 FLA :> 43.3 SHIPPING WEIGHT (LBS): 235 REMARKS: (1)(2)(3) (1) (2) O (3) .VERIFY AND COORD. WITH ELECTRICAL FOR POWER TO WATER HEATER. INSTALL AND DRAIN P T / VALVE TO AN APPROVED LOCATION PER LOCAL JURISDICTION. WITH EXPANSION TANK, AMTROL ST -5 "THERM X TROL" DIAPHRAGM TYPE, PRE— PRESSURIZED TANK. MINIMUM OUTS DE AIR SCHEDULE PER WA. STATE VENT CODE (ASHRAE 62 -1999) EQUIP DESIG. ZONE .AREA SQ FT ' NO. OF PEOPLE MIN. O.S.A CFM / PER. MIN. O.S.A. CFM REQ'D DESIGNED MAIN DINING 540 37 20 CFM /PERSON 740 900 KITCHEN 477 10 15 CFM /PERSON 150 Y„ P3 PREP SINK 2" 2 " TOTAL Y " Y., P4 890 PLUMBING G FIXTU RE CONNECTION SCHEDULE DESIG: ITEM: TRAP: WASTTE: VENT : CW: : HW P1 . WATER CLOSET (FT) 3" 4" 2" Y" - P2 LAVATORY 1Y" 1Y2" 1Y" Y" Y„ P3 PREP SINK 2" 2 " - Y " Y., P4 3- COMP. SINK 2» 2 " - Y" Y" P5 HAND SINK 1Y» 1Y" 1Y„ Y " Y ., P6 MOP SINK 3" ' 3" 1Y2" Y4" %4" P7 BAR SINK 1Y2" 12" 1Y" Y" Y „ D1 FLOOR DRAIN 2 " 2" 1Y" D2 FLOOR SINK 2" 2" 1Y" (1) NO UNDERGROUND WASTE, PIPING LESS THAN 2 ". (2) SEE ARCH. AND KITCHEN DESIGN FOR FIXTURE SPECIFICATIONS KITCHEN HOOD /MAKE -UP AIR SCHEDULE DESIGNATION: KEF -1 KEF -2 MAU -1 ZONE: HOODS 1& 2 HOOD 3 HOODS 1& 2 MANUFACTURER: CAPTIVE AIRE CAPTIVE AIRE CAPTIVE AIRE REMARKS: (1) (2) (3) (1) REFER TO HOOD DRAWING H -1 3 & 4" FOR FULL O "" SPECIFICATION, NOTED AS FAN #1 ON HOOD PLANS REFER TO HOOD - 4" (2 ) D DRAWINGS H 2, 3 & 4 FOR FULL SPECIFICATION, NOTED AS FAN #3 ON HOOD PLANS (3) REFER TO HOOD DRAWING "H -1, 3 & 4" FOR FULL SPECIFICATION, NOTED AS FAN #2 ON HOOD PLANS REVISIONS No changes shag b dae mm a to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan p an submittal and may include additional plan review fees. SEP u 7009 /TUKWIL.A PUBLIC WOVIKS CORREOTIO LT Rtt. RECEIVED SEP 01 2009 PERMIT CENTER Ar Apirimpy I EXPIRES 8/1 0/1 0 PROJECT NAME CAFE PHO 633 Southcenter Mall Space FC -8 Tukwila, WA 98188 ISSUED FOR PERMIT ONLY NOT FOR BID OR CONSTRUCTION DRAWING TITLE GENERAL NOTES, SCHEDULES AND INDEX JOB NUMBER 29047 DRAWN BY SH CHECKED BY AVA 7 -17 -09 LANDLORD REVIEW SET 7 -27 -09 PERMIT SET i \ 8 -31 -09 °I_AN REVIEW MO1 (oF 7) GENERAL NOTES 1) _ COMPLETE INSTALLATION OF THE MECHANICAL SYSTEM SHALL BE PER THE MOST CURRENT BUILDING, MECHANICAL, ENERGY, PLUMBING, FIRE AND HEALTH CODES AND REGULATIONS AS ADOPTED BY THE LOCAL JURISDICTIONS. ALL AIR—CONDITIONING UNITS WITHOUT INTERNAL TRAP SHALL HAVE A P —TRAP FOR THE CONDENSATE PAN WITH PLUG TEES FOR CLEANING AND CONDENSATE PIPES SHALL BE DISCHARGED TO EXISTING CONDENSATE WASTE PIPING. VERIFY SIZE AND LOCATION AT SITE. 3) MECHANICAL CONTRACTOR SHALL COORDINATE DIFFUSER LOCATIONS AND DUCT ROUTING CLEARANCES WITH THE STRUCTURAL, REFLECTED CEILING AND LIGHTING PLANS. 4) ALL FIRE RATED STRUCTURE SHALL BE FIRE DAMPERED. VERIFY WITH THE ARCHITECTURAL AND INSTALL PER THE LOCAL JURISDICTIONS. 5) ALL AIR DISTRIBUTION OUTLETS SHALL HAVE VOLUME CONTROL DEVICES. 6) ALL VOLUME DAMPERS IN NON— ACCESSIBLE CEILINGS SHALL HAVE A CONTROL ARM EXTENDED TO AN ACCESSIBLE LOCATION ("YOUNG" OR EQUAL). EXACT LOCATION OF CONTROL DEVICES VISIBLE IN FINISHED SPACES SHALL BE COORDINATED WITH THE ARCHITECT. 7) ALL 90 DEGREE TRUNK DUCT ELBOWS SHALL BE SMOOTH —ROUND OR SQUARE WITH TURNING VANES. 8) MECHANICAL CONTRACTOR SHALL LOCATE AND COORDINATE EXACT LOCATION OF PIPING AND DUCTWORK AND PENETRATIONS WITH THE STRUCTURE, 9 ) MAXIMUM LENGTH OF FLEXIBLE DUCTS SHALL BE 6' OR AS SHOWN ON DRAWINGS. 10) ALL DUCTWORK, EQUIPMENT AND PIPING SHALL BE SEISMICALLY SUPPORTED PER SMACNA AND LOCAL REGULATIONS. 1 1) ALL AIR FILTERS SHALL HAVE EFFICIENCY BASED ON THE ASHRAE STANDARD 52 -76 (ATMOSPHERIC DUST SPOT). 12 ALL MECHANICAL EQUIPMENT SHALL CONFORM TO SMACNA AND LOCAL REGULATIONS FOR SEISMIC RESTRAINT (INCLUDING PIPING AND DUCTWORK). 13) ALL EQUIPMENT AND ACCESSORIES IN CONCEALED SPACES REQUIRING ACCESS SHALL HAVE ACCESS DOORS. 14) TOTAL SYSTEM SHALL BE WARRANTED FOR ONE YEAR; STARTING FROM THE TIME OF OWNER /ENGINEER'S FINAL ACCEPTANCE. 15) HVAC NOTES: A) PROVIDE FLEXIBLE CONNECTION IN ALL DUCTS CONNECTING TO AIR MOVING EQUIPMENT AS CLOSE TO FAN AS POSSIBLE. FLEXIBLE CONNECTION SHALL CONSIST OF 6 ". OR MORE OF AIR TIGHT, FIREPROOF FLEXIBLE NEOPRENE COATED WOVEN FIBROUS GLASS MATERIAL. VENT FABRICS, INC. OR APPROVED EQUAL. ALL DUCTWORK SHALL BE SHEET METAL. SOUND LINE RECTANGULAR SUPPLY AND RETURN DUCTS WITHIN 10 FEET FROM THE UNIT OPENINGS. ALL SUPPLY AND RETURN FLEXIBLE DUCTS SHALL BE CONSTRUCTED OF DOUBLE LAMINATION OF POLYESTER ENCAPSULATED STEEL WIRE HELIX FOR INNER CORE HIGH DENSITY FIBERGLASS INSULATION AND GRAY POLYESTER FILM WITH SPIRAL REINFORCEMENTS EQUAL TO "ATCO -70 SERIES" (MIN. POS. PRESS. = 6" W.G., NEG. PRESS = 0.75" W.C.). D) PROVIDE LOCKABLE VOLUME DAMPERS IN ALL AIR DISTRIBUTION OUTLETS. E) DUCT HANGERS, SUPPORTS AND METHODS OF INSTALLATION SHALL CONFORM TO ASHRAE AND SMACNA RECOMMENDATIONS. DUCT SIZES SHOWN ON PLANS INDICATE INSIDE FREE AREA. CLASS — G) ALL DUCTWORK SHALL BE LAS 1 AIR DUCT AS APPROVED BY U.L. 181. H) , DUCTS - SHEET METAL DUCTS SHALL BE INSULATED WITH THE INSULATION AND THICKNESSES AS SHOWN HEREIN (REDUCE THE INSULATION THICKNESS BY THERMAL VALUE OF SOUND LINING). SUPPLY AIR DUCTS IN HEATED SPACE; NO INSULATION REQUIRED IF SOUNDLINED, OTHERWISE 1" THICK K = 0.23 ® 75 DEGREES F. SUPPLY AIR DUCTS IN NON - HEATED SPACE; APPROXIMATELY 3" THICK K =0.23 © 75 DEGREES F. TO PROVIDE A MINIMUM THERMAL RESISTANCE VALUE OF MINIMUM R -11. SUPPLY AIR DUCTS OUTSIDE OF BUILDING SAME AS CONDITIONED SPACE EXCEPT WITH WEATHERPROOF BARRIER. RETURN AIR DUCTS; SHALL HAVE SAME INSULATION AS THE SUPPLY AIR DUCTS. EXHAUST AIR DUCTS; NO INSULATION REQUIRED. INDOOR DUCTS HANDLING OUTSIDE AIR SHALL HAVE FIBERGLASS BLANKET WITH VAPOR JACKET ASJ, 1" THICK, K = 0.23 0 75 DEGREES F. (ALL DUCTWORK FOR THE BUILDING SUPPLY FAN AND OUTSIDE AIR INTAKES TO INDIVIDUAL HEAT PUMPS). REFRIGERANT PIPING: SUCTION LINES SHALL HAVE 1 MINIMUM INSULATION. 16) THE CONTRACTOR SHALL NOT OPERATE THE EQUIPMENT FOR TEMPORARY HEATING OR VENTILATION DURING THE CONSTRUCTION. (ALL EQUIPMENT SHALL RUN FOR TESTING AND BALANCING PURPOSES ONLY). NOTIFY THE ENGINEER 48 HOURS (MINIMUM) IN ADVANCE TO ARRANGE A FINAL FIELD INSPECTION PRIOR TO COVERING UP THE CEILING. 17) EACH FAN UNIT OVER . 2000 CFM SHALL HAVE A DUCT /SMOKE DETECTOR PER 2006 IMC 606 IN RETURN DUCTS AS REQUIRED BY THE JURISDICTIONS. UNIT SHALL SHUT DOWN UPON SMOKE DETECTION (COORDINATE WITH FIRE ALARM CONSULTANT CONTRACTOR PRIOR TO BIDDING/CONSTRUCTION). 18 CONTRACTOR IS TO BRING UP THE DISCREPANCIES AND ITEMS WHICH ARE NOT SPECIFICALLY, CALLED FOR OR SHOWN BUT ARE REQUIRED FOR A COMPLETE MECHANICAL SYSTEM AND AFFECT HIS CONTRACT PRIOR TO ENTERING AND SIGNING THE CONTRACT; AFTER AWARDING THE CONTRACT ALL SUCH ITEMS REQUIRED FOR A COMPLETE SYSTEM . READY FOR THE OWNER'S BENEFICIAL USE SHALL BE FURNISHED AND INSTALLED INCLUDING ALL SUCH DISCREPANCY ITEMS MENTIONED ABOVE, AT NO ADDITIONAL COST TO THE OWNER AND PER LOCAL CODES. MANUFACTURER'S RECOMMENDATIONS AND APPLICABLE STANDARDS WITH THE ARCHITECT /ENGINEER'S APPROVAL. 19) ALL EQUIPMENT SUPPLIED FOR THESE SPECIFICATIONS SHALL BE FREE FROM DEFECTS IN MATERIAL, WORKMANSHIP, AND TITLE, AND SHALL BE OF THE KIND AND UALITY DESCRIBED HEREIN. IF IT APPEARS WITHIN ONE YEAR FROM Q T R M DATE OF FINAL ACCEPTANCE THAT EQUIPMENT DOES NOT MEET THE WARRANTIES ABOVE, THE CONTRACTOR SHALL IMMEDIATELY CORRECT ANY DEFECT AND SHALL RESTORE THE SYSTEM TO THE ORIGINAL SATISFACTORY CONDITIONS AT HIS EXPENSE. THE FOREGOING WARRANTY IS EXCLUSIVE AND IN LIEU OF OTHER WARRANTIES, WHETHER WRITTEN, ORAL, IMPLIED OR STATUTORY. NO WARRANTY OF MERCHANT ABILITY OF FITNESS FOR PURPOSE SHALL APPLY. (THE WARRANTY SHALL START FROM THE TIME OF ARCHITECT ENGINEER'S FINAL ACCEPTANCE.) 20) ENTIRE INSTALLATION OF ALL EQUIPMENT, CONTROL, PIPING, DUCTWORK AND RELATED ACCESSORIES SHALL BE PER BASIC OWNERS' STANDARDS. MECHANICAL CONTRACTOR IS TO FAMILIARIZE HIMSELF WITH THESE STANDARDS. 21) MECHANICAL CONTRACTOR SHALL VISIT THE SITE AND VERIFY THE ROUTING AND INSTALLATION FEASIBILITY OF ALL EQUIPMENT, PIPING AND DUCTWORK PRIOR TO SUBMITTING HIS BID AND INCLUDE IN HS BID ADDITIONAL PIPING, DUCTWORK, FITTINGS, OFFSETS, ETC. WHICH MIGHT BE REQUIRED FOR A COMPLETE SYSTEM READY FOR OWNER'S BENEFICIAL USE. 22) COORDINATE THE CONSTRUCTION SCHEDULE WITH THE ARCHITECT AND PERFORM ALL REQUIRED WORK IN STRICT ACCORDANCE WITH THE OWNER'S SCHEDULE. 23) MECHANICAL CONTRACTOR SHALL PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND CERTIFICATES REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. 24) ADJUST ALL EQUIPMENT AND PERFORM A COMPLETE AIR- BALANCING AND PUT ALL MECHANICAL SYSTEMS IN OPERATION AND SUBMIT MINIMUM 4 COPIES OF BALANCING REPORTS TO THE OWNER /ARCHITECT. INSTRUCTION TO BIDDERS 1. VERIFY WITH LANDLORD AND GENERAL CONTRACTOR FOR LANDLORD FURNISHED ITEMS PRIOR TO BIDDING /CONSTRUCTION. 2. DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF ` CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACTOR SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. 3. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTOR'S COST. 4. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. GENERAL SPECIFICATIONS A. IT IS THE INTENT OF THESE SPECIFICATIONS TO PROVIDE A MECHANICAL SYSTEM COMPLETE, FULLY ADJUSTED, AND READY TO USE. B. "INSPECTION: PRIOR TO ALL WORK OF THIS DOCUMENT' CAREFULLY INSPECT THE INSTALLED WORK OF ALL OTHER TRADES AND, VERIFY THAT ALL SUCH WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. VERIFY THAT THE WORK MAY BE COMPLETED IN STRICT ACCORDANCE WITH ALL PERTINENT CODES AND REGULATIONS, THE APPROVED SHOP DRAWINGS, AND THE MANUFACTURERS' RECOMMENDATIONS. C. DISCREPANCIES: IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE ARCHITECT /ENGINEER. DO NOT PROCEED IN AREAS OF DISCREPANCY UNTIL ALL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED. D. INSPECTION: CHECK H EACH 'PIECE OF EQUIPMENT IN I THE SYSTEM FOR DEFECTS, VERIFYING Q R EYING THAT ALL PARTS ARE PROPERLY FURNISHED AND INSTALLED, THAT ALL ITEMS FUNCTION PROPERLY, AND THAT ALL ADJUSTMENTS HAVE BEEN MADE. GENERAL: DO NOT ALLOW OR CAUSE ANY OF THE WORK OF THIS SECTION TO BE COVERED UP OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, VIEWED AND ACCEPTED BY THE LANDLORD /ARCHITECT/ ENGINEER AND BY ALL OTHER AUTHORITIES HAVING JURISDICTIONS. F. DO ALL THINGS NECESSARY TO COOPERATE WITH OTHER TRADES IN ORDER THAT ALL SYSTEMS IN THE WORK MAY BE INSTALLED IN THE BEST ARRANGEMENTS. COORDINATE AS REQUIRED WITH ALL OTHER TRADES TO SHARE SPACE IN COMMON AREAS AND TO PROVIDE THE MAXIMUM OF ACCESS TO EACH SYSTEM. G. IT IS THE INTENT OF THESE SPECIFICATIONS THAT ALL WORK, INCLUDING THE INSIDE OF EQUIPMENT, FIXTURES, PIPING, DUCTWORK, ETC. BE LEFT IN A CLEAN CONDITION. ALL CONSTRUCTION DIRT SHALL BE REMOVED FROM MATERIAL SITE AND EQUIPMENT. H. IT IS THE INTENTION OF THESE SPECIFICATIONS AND DRAWINGS TO CALL FOR FINISHED WORK, TESTED, AND READY FOR OPERATION. WHEREVER THE WORK "PROVIDE" IS USED, IT SHALL MEAN "FURNISH AND INSTALL COMPLETE AND READY TO USE." MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR THE PROPER INSTALLATION AND OPERATION, SHALL BE INCLUDED IN THE WORK, THE SAME AS IF HEREIN SPECIFIED OR SHOWN. T. . THE CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY ALL GOVERNMENT SALES TAXES, FEES AND OTHER COSTS, INCLUDING UTILITY CONNECTIONS OR EXTENSIONS, IN CONNECTION WITH HIS WORK; FILE ALL NECESSARY PLANS, PREPARE ALL DOCUMENTS AND OBTAIN ALL NECESSARY APPROVALS OF ALL GOVERNMENTAL DEPARTMENTS HAVING JURISDICTION; OBTAIN ALL REQUIRED CERTIFICATES OF INSPECTION OF HIS WORK AND DELIVER SAME TO THE ARCHITECT BEFORE REQUEST FOR ACCEPTANCE AND FINAL PAYMENT FOR WORK. J. THE CONTRACTOR SHALL INCLUDE IN THE WORK, WITHOUT EXTRA COST TO THE OWNER, ANY LABOR, MATERIALS, SERVICES, APPARATUS, DRAWINGS, IN ORDER TO COMPLY WITH ALL APPLICABLE LAWS, ORDINANCES, RULES AND REGULATIONS, WHETHER OR NOT SHOWN ON DRAWINGS AND/OR SPECIFIED. K. SURVEYS AND MEASUREMENTS: THE CONTRACTOR SHALL BASE ALL MEASUREMENTS, BOTH HORIZONTAL AND VERTICAL, FROM ESTABLISHED BENCH MARKS. ALL WORK SHALL AGREE WITH THESE ESTABLISHED LINES AND LEVELS. VERIFY ALL MEASUREMENTS AT SITE AND CHECK THE CORRECTNESS OF SAME AS RELATED TO THE WORK. L DRAWINGS: DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN THE CONTRACT. DRAWINGS ARE NOT TO BE SCALED. THE ARCHITECTURAL DRAWINGS AND DETAILS SHALL BE EXAMINED FOR EXACT LOCATION OF FIXTURES AND EQUIPMENT. WHERE THEY ARE NOT DEFINITELY LOCATED, THIS INFORMATION SHALL BE OBTAINED FROM THE ARCHITECT. M. PROTECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR WORK AND EQUIPMENT UNTIL FINALLY INSPECTED, TESTED, AND ACCEPTED; HE SHALL PROTECT WORK AGAINST THEFT, INJURY OR DAMAGE; AND SHALL CAREFULLY STORE MATERIAL AND EQUIPMENT RECEIVED ON SITE WHICH ARE NOT IMMEDIATELY INSTALLED. HE SHALL CLOSE OPEN ENDS OF WORK WITH TEMPORARY COVERS OF PLUGS DURING STORAGE AND CONSTRUCTION TO PREVENT ENTRY OF OBSTRUCTING MATERIAL. N. THE CONTRACTOR SHALL FURNISH ALL SCAFFOLDING, RIGGING, HOISTING, AND SERVICES NECESSARY FOR ERECTION AND INSTALLATION OF. THE MECHANICAL SYSTEM. 0. CONTRACTOR SHALL LOCATE ALL EQUIPMENT WHICH MUST BE SERVICED, OPERATED, OR MAINTAINED IN FULLY ACCESSIBLE POSITIONS. P. THIS CONTRACTOR SHALL PROVIDE ALL CUTTING AND PATCHING NECESSARY TO INSTALL THE WORK SPECIFIED IN THIS SECTION. PATCHING SHALL MATCH ADJACENT SURFACES. Q. NO STRUCTURAL MEMBERS SHALL BE CUT WITHOUT THE APPROVAL OF THE ARCHITECT, AND ALL SUCH CUTTING' SHALL BE DONE IN A MANNER DIRECTED BY HIM. R. THIS CONTRACTOR SHALL PROVIDE AND LOCATE ALL SLEEVES AND INSERTS REQUIRED BEFORE THE FLOORS AND WALLS ARE BUILT, OR SHALL BE RESPONSIBLE FOR THE COST OF, CUTTING AND PATCHING REQUIRED FOR PIPES WHERE SLEEVES AND INSERTS WERE NOT INSTALLED, OR WHERE INCORRECTLY LOCATED. THE CONTRACTOR SHALL DO ALL DRILLING REQUIRED FOR THE INSTALLATION OF HIS HANGERS. S. SLEEVES SHALL BE PROVIDED FOR ALL MECHANICAL PIPING PASSING THROUGH CONCRETE FLOOR SLABS AND CONCRETE, MASONRY, TILE AND GYPSUM WALL CONSTRUCTION. ALL INSULATION SHALL HAVE A COMPOSITE (INSULATION, JACKET OR FACING, AND ADHESIVE ) FIRE HAZARD RATING AS TESTED BY ASTM E -84, NFPA 255, OR UL 723, NOT TO EXCEED 25 FLAME SPREAD AND 50 SMOKE DEVELOPED. ACCESSORIES SUCH AS COATINGS, TAPES, AND ADHESIVES SHALL HAVE THE SAME COMPONENT RATINGS. ALL INSULATING MATERIALS OR THEIR CONTAINERS SHALL HAVE A LABEL INDICATING COMPLIANCE WITH THE ABOVE RATING. REFERENCE STANDARDS: NFPA D -255, A.S.T.M. E -84, UL -723, ASHRAE 90 -75 AND THE STATE ENERGY CODE. ACCEPTABLE MANUFACTURERS: CERTAINTEED, OWENS—CORNING, KNAUF AND MANVILLE. U. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A COMPLETE OPERATING AND MAINTENANCE MANUAL AND ONE SET OF MYLAR REPRODUCIBLES SHOWING ALL AS —BUILT CONDITIONS. THE MANUALS SHALL INCLUDE ALL MANUFACTURER'S ` SPECIFICATIONS, OPERATION, MAINTENANCE, INSTRUCTIONS, WARRANTY, LOCAL SOURCE OF SUPPLY FOR SPARE PARTS AND SERVICES, ETC.. PROVIDE WEATHERPROOF FLASHING AT ALL DUCT, PIPE, ETC., • MECHANICAL PENETRATIONS THROUGH THE BUILDING WALLS AND ROOF. FLASHING SHALL BE DESIGNED AND INSTALLED PER SMACNA AND SHALL BE GUARANTEED WEATHER PROOF FOR THE DURATION OF THE GUARANTEE. V. W. PIPE MATERIAL: COLD WATER AND HOT WATER COPPER L (LEAD FREE) WASTE AND VENT CAST IRON, DWV COPPER NOTE: JOINTS AND METHOD OF CONNECTIONS SHALL BE PER THE UPC— CHAPTER #8, ASTM STANDARDS AND MANUFACTURERS RECOMMENDATIONS FOR EACH PIPE TYPE AND APPLICATIONS. X. PIPE INSULATION: COLD WATER — 1/2" INSULATION WITH VAPOR BARRIER JACKETS. HOT WATER 1 /2" INSULATION WITH VAPOR BARRIER JACKETS. FOR RUNOUTS UP TO 12 FEET, AND 1" INSULATION FOR ALL PIPING UP TO 2" DIAMETER. UNDERGROUND PIPING WITH 1" CLOSED CELL FOAM INSULATION. ENERGY CODE NOTES: 1) THERMOSTATS SHALL BE A 7 DAY PROGRAMMABLE TYPE WITH A 5 DEGREE DEADBAND AND AUTOMATIC SETBACK CONTROL PER 1412.2 WASHINGTON STATE ENERGY CODE. 2) HVAC EQUIPMENT SHALL MEET THE MINIMUM ENERGY EFFICIENCY RATINGS PER TABLE 14 -1, 14 -2 AND 14 -3 OF THE WASHINGTON STATE ENERGY CODE. 3) DUCT INSULATION AND SEAJNG SHALL MEET CHAPTER 14 SECTION 1414 REQUIREMENTS. 4) SUPPLY AND RETURN DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO MIN. R -8. ROOFTOP I-NAC DUCTWORK SHALL HAVE A WEATHER BARRIER. 5) SUPPLY AND RETURN DUCTS IN - CONDITIONED SPACES SHALL ICE INSULATED TO MIN. R -4. UNCONDITONED SPACES SHALL BE Ii -7. 6) PIPING INSULATION SHALL MEET THE REQUIREMENTS > OF WASHINGTON STATE ENERGY CODE TABLE 14 -6. 7) CONTRACTOR SHALL SUBMIT RECORD DRAWINGS AND OPERATING AND MAINTENANCE MANUALS PER 1416 WSEC. 8) CONTRACTOR SHALL PERFORM AND SUBMIT AN AIR BALANCE REPORT PER 1416.3.1 PER WSEC. 9) CONTRACTOR SHALL SUBMIT A COMMISSIONING AND DOCUMENTATION PER 1416.4 PER WSEC. REPORT BACKFLOW PREVENTER ` NOTES AS MANUFACTURED BY "WATTS" OR EQUAL: RPBA = REDUCED PRESSURE #009QT DCVA = DOUBLE CHECK #007QT AVB = VACUUM BREAKER VALVES TO BE LINE SIZE. INSTALL AT THE FOLLOWING LOCATIONS (MINIMUM): A. ONE -1 /2" RPBA AT ICE MAKER B. ONE 1/2" RPBA AT COFFEE BREWER /ESPRESSO MACHINE (IF INSTALLED) ONE MOP SINK WITH INTEGRAL VACUUM BREAKER FAUCET ONE 1 2 OR UNE SIZE, VERIFY WITH BEVERAGE PROVIDER) STAINLESS STEEL RPBA AT BEVERAGE BAR CARBONATOR (POP MACHINE PIPING DOWNSTREAM OF CARBONATOR SHALL BE PLASTIC IN ORDER TO AVOID CARBONIC POISONING. BACKFLOW PREVENTERS ,SHALL :BE MOUNTED 5 FEET MAXIMUM ABOVE FLOOR PER UPC 2006, SEC. 603.3.4. RUN AIR GAP WASTES FROM RP DEVICES TO FLOOR SINKS. F . ONE 3/4" RPBA AT DISHWASHER. G. ONE 1/2" _ RPBA AT MAKE -UP AIR WATER CONNECTION. By Date. FILE COPY P G Permit �• �tN Q o., Plan review approval is subject i pp ub ect to errors and omissions. 1 o s. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt , of approved Fi Id Copy and conditions is acknowledged: r'✓ 4 d_1& r , . r f r r City Of Tukwila BUILDING DIVISION REVIEWED WED FOR CODE COMPLIANCE APPROVED R 0 V ED SEP 10 2009 City oiTula BUILDING DIVISION ON SEC • EIVED X09 -092 PLAN INDEX M1 GENERAL NOTES, SPEC., SCHEDULE AND LEGEND M2 PLUMBING - WASTE & VENT M3 PLUMBING WATER & GAS M4 HVAC M MALL DUCT PLAN M6 MALL - ROOF PLAN M7 DETAILS H1 TYPE 1 HOOD PLAN (INCLUDED FOR REFERENCE ONLY) H2 P TY E 2 HOOD PLAN (INCLUDED FOR REFERENCE ONLY) 2, , HOOD H3 MAKE`` -UP AIR PLAN, FAN SCHEDULES (INCLUDED FOR REFERENCE ONLY) H4 HOOD /FAN CONTROL WIRING Abossein Engineering, L.L.C MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH 2 H AVE, NE BELLEVUE, WA 98004 PH: 425 462 -9441 FAX: 425 462 -9451 E Mail: eservice @abossein.com www,abossein.com ISSUED DATE DESCRIPTION COORD. AT SITE TO ROUTE AND CONNECT TO EXIST. LANDLORD PROVIDED GREASE WASTE SYSTEM, COORD. WITH ELEC'L AND LANDLORD REP. TO PROVIDE HEAT TRACE ON GREASE WASTE PIPE AS REQ'D DISCHARGE DISH MACHINE INDIRECTL\' Ti tea' FLOOR SINK, ROUTE AND CONNECT T SANITARY SEWER SYSTEM, DO NOT DISCHARGE TO GREASE WASTE SYSTE 1 COORD. AT SITE TO ROUTE AND CONNECT TO EXIST. LANDLORD PROVIDED SANITARY SEWER SYSTEM GENERAL CONTRACTOR TO PROVIDE COORD. W /ELEC'L MANUFACTURER ' HEAT. TAPE CON DRAIN WITHIN F DISCH GE PREP SINK HVAC CONDENSA E IN T I L C1.f IN TYP SHEET "M -1" FOR RESTROOM FIXTURE SPECIFICATIONS, TYP. 13) INSTALL ALL TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED THE CODE REQUIREMENTS. ALL TRAPS WITHOUT HAVING CONTINUOUS WATER DISCHARGE TO BE PROTECTED AGAINST TRAP EVAPORATION AND TO HAVE AUTOMATIC .TRAP PRIMERS CONNECTED TO NEAREST. MOST FREQUENTLY USED FIXTURE. 14) NOT USED. 15) ROUTE /DISCHARGE CONDENSATE PIPES FOR HEAT PUMP INDIRECTLY TO FLOOR SINK AS INDICATED OR TO APPROVED LOCATION PER LOCAL JURISDICTIONS. 16) ALL ROOF PENETRATIONS SHALL BE MINIMUM 5 FEET AWAY FROM AREA /OCCUPANCY SEPARATION WALLS. 17) VERIFY. WITH GENERAL CONTRACTOR FOR FURRING OUT PIPES OUTSIDE OF WALLS DUE TO FLOOR STRUCTURAL FRAMING IN LINE WITH WALLS. PRIOR TO BIDDING. 18) NOT USED SATE ER IN, AND TO ECTLY NG)TE: .. SEE KITCHEN _QUI E. T PL4NS FOR KI 'CHEt P� EQUIPMENT SPECIFI TL1. TYP. NOTE: SEE KEY PLAN SHEET "M -7" FOR MALL LOCATION WITHIN MALL, TYP. "- DISCHARGE DRAINS AT BAR NDIRECTLY 10 FLOOR SINK, TYP. IDWRES 8/10/10 DRAWN BY SH CHECKED BY AVA 7 -17 -09 LANDLORD REVIEW SET 7 -27 -09 PERMIT SET / \ 8 -31 -09 PLAN REVIEW ISSUED DATE ) COORDINATE WITH STRUCTURAL FOR EXACT: LOCATION OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT SITE PRIOR AND DURING THE CONSTRUCTION. 2) COORDINATE WITH ARCHITECTURAL AND AT SITE FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. 3) ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNECTED TO BUILDING WASTE, VENT, COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. WASTE AND VENT PIPE SIZES SHALL NOT BE SMALLER THAN UPC 2006 TABLE 7 -5. 4) SEE PLUMBING FIXTURE CONNECTION SCHEDULE ON SHEET "M1". 5) COORDINATE WITH OWNER /ARCHITECT FOR PLMBG. FIX. PRIOR TO BIDDING. 6) INSTALL CLEANOUTS PER UPC 2006 SECTION 707, SIZED PER TABLE 7 -6 AND AS REQUIRED BY LOCAL JURISDICTIONS. ALL CLEANOUTS SHALL BE LOCATED IN WALLS/FLOORS IN A NOT HIGHLY' VISIBLE LOCATION AS APPROVED BY THE ARCHITECT. 7) ALL EXPOSED PIPING FOR HANDICAPPED FIXTURES SHALL BE INSULATED WITH HANDI —LAV GUARD (OR EQUAL). OFFSET P -TRAPS TO CLEAR WHEEL CHAIR ACCESS. 8) CONNECT TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, VACUUM BREAKERS, REGULATORS, UNION, ETC., AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURERS. 9) COORDINATE WITH THE STRUCTURAL ENGINEER AND STRUCTURAL SUPPORT FOR ALL EQUIPMENT. 10) PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND ' DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. 11) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE HVAC CONTRACTOR TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 12) INSTALL SHUT OFF VALVES /STOPS AT HOT AND COLD WATER SUPPLY TO EACH FIXTURE EQUIPMENT. GENERAL NOTES 19) ALL DRAINAGE PIPING INSIDE BUILDING SHALL BE SLOPED AT MINIMUM 1/4" PER FOOT (2 %) UNLESS OTHERWISE APPROVED BY LOCAL JURISDICTIONS. `(OTHER THAN 2% SLOPE WILL REQUIRE ADJUSTMENT FACTOR [0.80 FOR 1% SLOPE] FOR TOTAL F.U. COUNT CAPACITIES PER UPC 2006 TABLE 7 -5) 20) ALL WATER PIPING SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION, INSULATE AND HEAT TRACE IN EXPOSED AREAS AS REQUIRED BY LOCAL CODE. ALL PLUMBING, PIPING AND EQUIPMENT SHALL CONFORM TO SMAFNA & LOCAL REGULATIONS FOR SEISMIC RESTRAINTS. ALL PIPING SHALL BE INSULATED PER THE STATE ENERGY CODE. PLUMBING LEGEND m O AEI RL COLD WATER PIPE HOT WATER PIPE WASTE /SOIL PIPE VENT PIPE GAS PIPE RAIN LEADER PIPE PLUMBING FIXTURE TAG SYMBOL DESCRIPTION � cwI Cp J WH -1 I FFD FS ►w IFD GD PD ©DD ©RD /OF KIAD FCO — r - WCO EI GCO 0.5" 0.75" 1" 1.25" 1.5" 2" 2.5" 3" PLAN NOTE # WH #1 (EQUIP. TAG) FLOOR DRAIN W/ FUNNEL FLOOR SINK FLOOR DRAIN GARAGE DRAIN PLANTER DRAIN DECK DRAIN ROOF /OVERFLOW DRAIN AREA DRAIN FLOOR CLEANOUT WALL CLEANOUT GRADE CLEANOUT 1/2" PIPE SIZE 3/4" PIPE SIZE 1" PIPE SIZE 1 -1/4" PIPE SIZE 1 -1/2" PIPE SIZE 2" PIPE SIZE 2-1/2" PIPE SIZE 3" PIPE SIZE PIPE ELBOW UP PIPE ELBOW DOWN PIPE TEE UP PIPE TEE DOWN DESCRIPTION SYMBOL FW - MPG COLD WATER FILTERED WATER HOT WATER HOT WATER (140'F) HOT WATER RETURN VENT WASTE, SANITARY GW WASTE, GREASE RL RAIN LEADER GAS. (±2PSIG) GAS (7 IN -W.C.) CONDENSATE - CD 4 GATE VALVE COLD WATER PEX HOT WATER PEX CW MANIFOLD PEX /WIRSBO HW MANIFOLD PEX /WIRSBO BALANCING /SHUT -OFF VALVE BALL VALVE HW 0 Q SR VTR PRESSURE GAUGE UNION SUDS RELIEF RELIEF VALVE VENT THROUGH ROOF `.' VTR VENT THRU ROOF BURIED PIPE -FE CHECK VALVE —F9-R— REDUCED PRESSURE RPBP BACKFLOW PREVENTER PRV PRESSURE REDUCING VALVE o-,' HOSE BIBB (WALL HYDRANT) Abossein Engineering, L.L.C. MECHANICAL ELECTRICAL, CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: 425 462 -9441 FAX: 425 462 -9451 E -Mail: cseroice @abossein,com www.abossein.com PROJECT NAME CAFE PHO 633 Southcenter Mall S� 8 T pace ukwila - , WA 98188 ISSUED FOR PERMIT ONLY NOT FOR BID OR CONSTRUCTION DESCRIPTION LOW PRESSURE GAS PIPING CALCS: 37' LINEAR FEET FROM REGULATOR TO FURTHEST OUTLET, 30% ADDED FOR FITTING` LOSS =48' TOTAL DEVELOPED LENGTH 1005MBH TOTAL GAS LOAD PIPING SIZED PER 2006 UPC TABLE 12 -8 EXIST, LANDLORD PROVIDED 1- 1/4 " MEDIUM PRESSURE GAS SERVICE, COORD. AT SITE FOR EXACT LOCATION, TYP., TOTAL CONNECTED LOAD 1193.4MBH EXIST. LANDLORD. PROVIDED DOMESTIC WATER STUB IWH -1 ABOVE MOP SINK, SEE DETAIL "B /M -7" ROUTE GAS REGULATOR VENT FULL SIZE TO OUTSIDE, TERMINATE HIGH ON WALL 10' MIN. FROM BLDG. OPENINGS AND OUTSIDE AIR INTAKES COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT SITE PRIOR AND DURING THE CONSTRUCTION. 2) COORDINATE WITH ARCHITECTURAL AND AT SITE FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. 3) ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNECTED TO BUILDING WASTE, VENT, COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. WASTE AND VENT PIPE SIZES SHALL NOT BE SMALLER THAN UPC 2006 TABLE 7 -5. 4) SEE PLUMBING FIXTURE CONNECTION SCHEDULE ON SHEET 'M1" 5) COORDINATE WITH OWNER /ARCHITECT FOR PLMBG. FIX. PRIOR TO BIDDING. 6) INSTALL CLEANOUTS PER UPC 2006 SECTION 707, SIZED PER TABLE 7 -6 AND AS REQUIRED' BY LOCAL JURISDICTIONS. ALL CLEANOUTS SHALL BE LOCATED IN WALLS /FLOORS IN A NOT HIGHLY VISIBLE LOCATION AS APPROVED BY THE ARCHITECT. 7) ALL EXPOSED PIPING FOR HANDICAPPED FIXTURES SHALL BE INSULATED WITH HANDI -LAV GUARD (OR EQUAL). OFFSET P -TRAPS TO CLEAR , WHEEL CHAIR ACCESS.> 8) CONNECT TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, VACUUM BREAKERS, REGULATORS, UNION, ETC., AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURERS. 9) COORDINATE WITH THE STRUCTURAL ENGINEER AND GENERAL CONTRACTOR TO PROVIDE STRUCTURAL SUPPORT FOR ALL EQUIPMENT. 10) PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. 11) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE HVAC CONTRACTOR TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES: 12) INSTALL SHUT OFF VALVES /STOPS AT HOT AND COLD WATER SUPPLY TO EACH FIXTURE EQUIPMENT. S--MPG 0.5" MPG MPG 11 r T ERMOSTATIC ING VALVE 0.5" c U 140T 1 - PROVIDE 1/ " TAP ON MEDIUM PRESS SIDE OF R ULATOR, ROUTE ADJACENT MAKE -UP I,R DUCT TO "MAU -1 UNIT ROOF, SEE M -5 & M -6 FOR CONT. 140 75 J j 7 GENERAL NOTES 13) INSTALL ALL TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED THE CODE REQUIREMENTS. ALL TRAPS WITHOUT HAVING CONTINUOUS WATER DISCHARGE TO BE PROTECTED AGAINST TRAP EVAPORATION AND TO HAVE AUTOMATIC TRAP PRIMERS CONNECTED TO NEAREST MOST FREQUENTLY USED FIXTURE. 14) NOT USED. 15) ROUTE /DISCHARGE CONDENSATE PIPES FOR HEAT PUMP INDIRECTLY TO FLOOR SINK AS INDICATED OR TO APPROVED LOCATION PER LOCAL JURISDICTIONS. 16) ALL ROOF PENETRATIONS SHALL BE MINIMUM ` 5 FEET AWAY FROM AREA /OCCUPANCY SEPARATION WALLS. 17) VERIFY WITH GENERAL CONTRACTOR FOR FURRING OUT PIPES OUTSIDE OF WALLS DUE TO FLOOR STRUCTURAL FRAMING IN LINE WITH WALLS PRIOR TO BIDDING. 18) NOT USED. 19) ALL DRAINAGE PIPING INSIDE BUILDING SHALL BE SLOPED AT MINIMUM 1/4" PER FOOT (2 %) UNLESS OTHERWISE APPROVED BY LOCAL JURISDICTIONS. (OTHER THAN 2% SLOPE WILL REQUIRE ADJUSTMENT FACTOR [0.80 FOR 1% SLOPE] FOR TOTAL F.U. COUNT CAPACITIES PER UPC 2006 TABLE 7 -5) 20) ALL WATER PIPING SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION, INSULATE AND HEAT TRACE IN EXPOSED AREAS AS REQUIRED BY LOCAL CODE. 21) ' ALL PLUMBING, PIPING AND EQUIPMENT SHALL CONFORM TO SMACNA & LOCAL REGULATIONS FOR SEISMIC RESTRAINTS. 22) ALL PIPING SHALL BE INSULATED PER THE STATE ENERGY CODE. PROVIDE 1-1/4" GAS MANIFOLD FOR COOK LINE EQUIP. 1.25/ 7 INSTALL GAS REGULATOR ON LANDLORD PROVIDED MEDIUM PRESSURE LINE, SEE INSTALLATION DETAIL "C /M07" A AUTOMATIC AND MANUAL GAS SHUT -OFF VALVE IN ACCESSIBLE LOCATION (±6' -10" A.F.F.) 10.75' ,• PRO I E 1/,�" CW LINE IVIJI RPBP II AT S 099QT ORE OUNTED ON WALL ABO V\rj:M0 ,, ROUT LINE ADJACENT TO MAK "UP D T. "MAU 1" UN T ON ROOF,[ IS RG DRAIN ,' NDIR CTLY TO MOP SIN / !SE � �._¢ I A/ i' FOR MAKE tUP A R DRAIN AN g; J ILL 1/2 CW CONNECTION TO ICE ACE N.E;U.► IT PIPED FOR AIR OOLED TYPE, VERIFY WITH OWN R TO INCLUDE MANUF. PROVIDED FILTER SYSTEMS --I n n 0 5" tss CEI • Y ®/ V NOTE: SEE KEY PLAN SHEET "M -7" FOR MALL LOCATION WITHIN MALL, TYP. ROUTE PIPING AT BAR BELOW COUNTER TO FIXTURES,.TYP. , ROUTE PIPING, BEL TO/ BAR/ ` NA Al SLAB COORD OW I R AND KITCHEN` NS, FOR CW CONN CTION' TO BEVERAGE QUIP. AND WATER FIC.TI `AQTJ ON SYSTEM, SEE BACKFLQW /PREVENTION \A NOTES [SHEET/ t M - 12'.... ")\ 0 CODE REVIEWED APPROVED SEP 10 2009 City of Tukwf la BUILDING DIVISION RECEIVED SEP 01 2009 PERMIT CENTER DRAWING TITLE FLOOR PLAN PLUMBING GAS & WATER JOB NUMBER 29047 DRAWN BY SH CHECKED BY AVA 7 -17 -09 7 -27 -09 PERMIT SET A 8 -31 -09 M03 (oF 7) IMO PLAN REVIEW ISSUED DATE DESCRIPTION PLUMBING LEGEND SYMBOL DESCRIPTION Ic O HOT WATER PIPE WASTE /SOIL PIPE VENT PIPE GAS PIPE RAIN LEADER PIPE PLUMBING FIXTURE TAG I VH -11 g2 FFD FS El FD 1GD El PD El DD o RD /OF ®AD IZIFCO WCO IZI GCO COLD WATER PIPE PLAN NOTE # WH #1 (EQUIP. TAG) FLOOR DRAIN W/ FUNNEL FLOOR SINK FLOOR DRAIN GARAGE DRAIN PLANTER DRAIN DECK DRAIN. ROOF /OVERFLOW DRAIN AREA DRAIN CLEANOUT FLOOR WALL CLEANOUT GRADE CLEANOUT 1/2" PIPE SIZE 3/4" PIPE SIZE 1" PIPE SIZE 1-1/4" PIPE SIZE 1-1/2" PIPE SIZE 2" PIPE SIZE 2-1/2" PIPE SIZE 3" PIPE SIZE PIPE ELBOW UP PIPE ELBOW DOWN PIPE TEE UP PIPE TEE DOWN SYMBOL FV HWR - CD COLD WATER FILTERED WATER HOT WATER HOT WATER (140'F) HOT WATER RETURN DESCRIPTION - GW RL - - MPG - 04 [ :.CW [ HW 0 -q5 Q _- SR RPBP t1, P RV 0- VENT WASTE, SANITARY WASTE, GREASE RAIN LEADER ;SAS (±2PSIG) GAS (7 IN -W.C.) CONDENSATE GATE VALVE COLD WATER PEX HOT WATER PEX CW MANIFOLD PEX /WIRSBO HW MANIFOLD PEX /WIRSBO BALANCING /SHUT -OFF VALVE BALL VALVE PRESSURE. GAUGE UNION SUDS RELIEF RELIEF VALVE VENT THROUGH ROOF VENT THRU ROOF BURIED PIPE CHECK VALVE REDUCED PRESSURE ?ACKFLOW PREVENTER :10SE PRESSURE REDUCING VALVE BIBB (WALL HYDRANT) Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL, CIVIL — LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: 425 462 -9441 FAX: 425 462 -9451 E Mail: cservice @abossein.com www.abossein.com PROJECT NAME CAFE PHO 633 Southcenter Mall S pace FC -8 Tukwila, WA 98188 ISSUED FOR PERMIT ONLY NOT FOR BID OR CONSTRUCTION LANDLORD REVIEW SET s NOTES: 1. ALL EMERGENCY AND EXIT LIGHTING MUST 5E RECESSED NOT SURFACE- MOUNTED. 2. EXTEND EXISTING MALL TILE INTO VESTIBULE TO THE UNDERSIDE OF DOOR EXTEND TILE FROM EXISTING MALL TILE AT LEASE LINE TO TENANT'S STOREFRONT BASE. TILE TO MATCH EXISTING MALL TILE IN TYPE, COLOR, SIZE, THICKNESS, GROUT COLOR, AND INSTALLATION DIRECTION. NO THRESHOLD, REDUCER STRIP OR OTHER WIDE TRANSITION DEVICES WILL 5E PERMITTED AT INTERSECTION TO TENANT'S FLOORING AND MALL TILE. NOTE: WHEN EXTENDING MALL TILE TO TENANT'S STOREFRONT BASE OR VESTIBULE TILES MUST 5E FULL TILE. IF TILE IS CUT IT MUST 5E REMOVED AND REPLACED WITH FULL TILE. 3. AT RESTROOMS: INSTALL CERAMIC TILE FLOORING OVER WATERPROOFING MEMBRANE WHICH IS TO RUN UP WALLS A MINIMUM OF 4 ". TENANTS ARE TO INSTALL A LANDLORD'S APPROVED LATEX RUBBER WATERPROOFING MATERIAL UNDER THE FLOOR FINISH. THE MEMBRANE SHALL E3E MANUFACTURER'S 2 -PART FORMULA CONSISTING OF LIQUID LATEX RUBBER AND POWDER FOR TROWEL APPLICATION WITH GLASS FIE FABRIC REINFORCEMENT (LATICRETE 9235 OR SUMMITVILLE S- 9000). INSTALL A WATER - TIGHT DOOR THRESHOLD. REFER TO CLO DESIGN INTERIOR DESIGN ID -01 DRAWING FOR FLOOR COVERING PLAN. 5. REFER TO I0-03 FOR CROSS SECTION 4 ELEVATIONS. ro. NON - COMBUSTIBLE MATERIALS OR FIRE- RETARDANT WOOD SHALL 5E USED OR MATERIALS CONSISTENT WITH TYPE 11-5 CONSTRUCTION. REFER TO IBC 603.1 AND IBC SECTION 805. EXISTING WALL TO REMAIN (NO WORK) EMPLOYEE COAT RACK NEW ELECT. PANELS dJ m 1 if - #. F= eis &ammo wercrie 4_ 4 4.3 >- 103 O .R- 5 DRY FOOD STOR. 101 1 It 6 ,II REFER TOAr 4 1 DETAILS A T.I�IR i 6' -11" 102 TAINLESS STEEL SHELF .7 li 4 fi ~ �. 1 Ill 1.4 EN x Ti NM 1 Mt la ®-- FLOOR SINK <003> 16" S/S ► IV . VEGGIE MEAT ONLY ONLY r t IMERISIESI 21' -3" (F.V) SH�LVING +48" HALF A VE I WALL I 3�' SOFFIT I ABOVE ••uu1111ui •NI♦UUNU ABOVE IT 2 <002 X 5'-6" 2' -8" (F.V.) 4 tl✓, 41-, Q000 4'-6" (F.V.) I MOVE EXISTING DOORS (BY LANDLORD) REM EXISTING CHAIN LINK FENCE (BY LANDLORD) XISTING DOOR TO REMAIN 2' -8" (F.V,) R1 =h1 EXISTING DEMISING WALL (BY LANDLORD) F.0$ <00 *® ADA PICK -UP COUNTER +34" MAX. APP. 4'-6" (F.V,) FY4 •.•: A.. • 1 \ �) 2' -8" (FV) 58' -1" (F.V.) 000 141" METAL RAILING FLOOR SINK P4.1 TED: 42 OCCUIPANTS w ■ 1 1 1 1 1 ■ 1 A 3 HOT WATER TANK (PROVIDE SEISMIC BRACING) 4 M0P SINK 5 3 - 2OOR REACH -IN REFRIGERATOR COMMERCIAL DISHWASHER .� 3- COMPART1vIENT SINK W/ DRAINBOARDS 8 2- COMPARTMENT SINK W/ DRAINBOARD EACH SIDE VARIES 35 -1/2" 30" 38 -1/4" GAS 110,000 5113 q STAINLESS STEEL TABLE W/ UNDERSHELF 10 DEFT FRYER II 4-E3URNER RANGE / OVEN 12 I -EYE WOK 13 GRIDDLE 14 FOOD PREP TABLE 15 HEAVY DUTY STOCK POT STOVE 16 FOOD PREP TABLE 11 DROP -IN HANDSINK lS WORKTOP COOLER Iq ICE MAKER 20 DUMP SINK 21 DRAINBOARD 22 COMBO ICE BIN 23 GLASS WASHER ALL -IN -ONE WALL- MOUNTED 24 HAND SINK W/ 6.5" BAGKSPLASH 25 BACK BAR COOLER 26 BELL? DISPENSER 21 GASH REGISTER 28 WALL- MOUNTED FAUCETS ROOM NAM SQ.FT. KITCHEN/ SERVICE SEATING AREA TOILETS/ HALL TOTAL &RFT. 101 102 103 30 - 1/8" 42" 36 -3/4" 24" I ISV/?.BAMP 180,000 BTU 3 :.„ 4 . 0 1, DESCRIPTION WAI -K -IN COOLER WALK -IN FREEZER 2S -I /2" 41" 33" 155,000 BTU 110,000 BTU 635 585 105 1525 7' -0" 7' -0" 1 1. 0 11 1 -3/4" 1 -3/4" 2) MAX. 1/2" THRESHOLD APP. A 3 2 2 2 2 3 OCCUPANT' LOAD FACTOR 200 GROSS 15 NET 0 OCCUPANT LOAD 1) ALL DOORS REQUIRED FOR ADA COMPLIANCE TO BE FITTED W/ APPROVED LEVER -TYPE HARDWARE 4 SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. UNLATCHING SHALL NOT REQUIRE MORE THAN ONE OPERATION. HOLLOW METAL HOLLOW METAL EXISTING 1200R TO REMAIN EQUIPMENT LIST WIDTH CUSTOM CUSTOM CUSTOM 24" DIA. 25" 16" 25 -1/4" ql" 72 " VARIES 15 -1/2" 24" CUSTOM 36" 60 - 3/6" 12-3/8" 13" 36- 5/16" 24" Iq" 23" 90 " 120V /I3.8AMP 22" 12" Iq " iq" 30" 30" 12" 30" 24 -3/4" I5 -I /4" 3q" 13" IISV /I6AMP 24" 11-1/4" 54" 1'1.3" 8" OCCUPANT LOA]7 DOOR SCHEDULE ,4 DEPTH CUSTOM 21" 2q -I /2" 1I5V /I2AMP 25 -1 /4" 65 -1/2" 1ISV /I5AMP 21" 37" 21" 37" 30" 10" 80,000 BTU 30 -1/8" 36 -3/4" II5V /10.3AMP Ig" 10" 30 " 3q -1/2" I I5V /SAMP 21" 31" 115V/ 'TAMP 21" 38 -1/4" 115V /TAMP I'15" 12.1" I20V 12" OGGUPART LOAD 3 0 42 14117TH HEIGHT THICK TYPE WM./FINISH REMARKS POSTED "WOMEN" POSTED "MEN" HEIGHT 60" 10" 5 -1/8" 001 002 003 004 005 006 007 POPNER ELECTRIC ENTRY DINING KITCHEN DISPLAY KITCHEN BAR WOMEN'S RESTROOM MEN'S RESTROOM TRUE AMERICAN RANGE TSSU -60 -16 ARSP -I8 -2 MAKE BUSH REFRIGERATION BUSH REFRIGERATION CUSTOM CUSTOM GENERAL ELECTRIC COMMERCIAL GRADE ADVANCE TABGO 50 GALLON q -OP -20 TRUE T-12 JACKSON CONSERVER XL ADVANCE TABOO q4- 3- 54 -ISRL CUSTOM ADVANCE TABGO q4-2 36 -18RL ADVANCE TABGO IMPERIAL MS- SERIES IFS -2525 AMERICAN RANG IMPERIAL AR-4 IGRA -I AMERICAN RANGE ARMG -36 TRUE TS9U- 12 -I8 ADVANCE TABGO D1 - 1 - 10 TRUE TINT -36 ICE- O -MATIG GLAS TENDER IGE0320 5WA -I2 GLAS TENDER GLAS TENDER DBA -12 GBA -30 CMA ADVANCE TABGO GL -X 1 -P5-50 TRUE TBB -2 -S TRUE T1217-2GT -5 SHARP ER -A550 T45 ROOM FINISH SCHEDULE GYPSUM WALLBOARD (PAINTED) GYPSUM WALLBOARD (PAINTED/ WALLPAPERED) WATER - RESISTANT GWB BEHIND PLUMBING FIXTURES $ 8' FRP AROUND WALLS, TYP. STAINLESS STEEL GYPSUM WALLBOARD (PAINTED) WATER - RESISTANT GAB 4 4'-O" CERAMIC TILE AROUND WALLS, TYP. WATER - RESISTANT GAB 4' -0" CERAMIC TILE AROUND WALLS, TYP. 8-0231 CEILING EXPOSED CEILING EXPOSED CEILING WASHABLE 2x4 ACOUSTIC CEILING TILE GAB SOrrIT (PAINTED) GINS SOFFIT (PAINTED) GYPSUM WALLBOARD (PAINTED) GYPSUM WALLBOARD (PAINTED) FLOORING CERAMIC TILE W/ 6" TILE BASE (COVED * SEALED) CERAMIC TILE W/ 6" TILE BASE (COVED $ SEALED) QUARRY TILE W/ 6" QUARRY TILE BASE (COVED +L SEALED) QUARRY TILE W/ 6" QUARRY TILE BASE (COVED $ SEALED) QUARRY TILE W/ 6" QUARRY TILE BASE (COVED 4 SEALED) CERAMIC TILE W/ 6" TILE BASE (COVET) 4 SEALED) CERAMIC TILE NV 6" TILE BASE (COVED 4 SEALED) SCALE: 1/4" = I'-O" PROJECT AREA 1,32 SP. 15_4„ ��yJ NEW PROPOSED FLAN NOTES: 1. FULL - HEIGHT STAINLESS STEEL PANEL AT WALL BEHIND COOKING LINE, TYP. 2. FULL - HEIGHT FRP PANELS AROUND KITCHEN WALLS, TYP. 3. EXHAUST 1400E) SYSTEM 4 FIRE SUPPRESSION SYSTEM 5Y OTHERS. 4. LAYOUT FIXTURES 4 EQUIPMENT PRIOR TO WALL CONSTRUCTION, TYP. USE ENAMEL NON -TOXIC WASHABLE PAINT FOR ALL PAINTED WALLS AT KITCHEN, FOOD PREP AREA, 4 STORAGE AREAS, TYPICAL. 6. THE PREP SINK MUST BE PLUMBED FOR INDIRECT DRAINING. 1. THE 3- COMPARTENT SINK MUST 5E PLUMBED FOR DIRECT DRAINING. EXISTING TENANT DEMISING WALL TO REMAIN (NO WORK) 58' -7" (F.V.) a t./ o EXISTING ADJACENT 3q' -8" (F.V,) - EXISTING TENANT DEMISING WALL TO REMAIN (NO WORK) (F.V) WORK) DEMOLI FLAN SCALE: I /8" = 1'-0" EXISTING ADJACENT T (3) EXTERIOR WINDOWS 44" APP. 4 8' -0" HIGH (Si LANDLORD) \-EXISTING (3) EXTERIOR WINDOWS TO REMAIN (NO WORK) • - I 1 ABOVE 1 <00I> HANDICAP DESIGNATED TABLE ' -6" AF.F / ri girt EXISTING EXTERIOR WALL TO REMAIN (NO WORK) 1 RGENCY EXIT SIGN W/ BACK -UP BATTERY, TYP P&oco9z REMOVE EXISTING TEMPORARY BARRIER (BY LANDLORD) C REVIEWED FOR APPROVED SEP 1 0 2009 City of Tukwila BUILDING DIVISION RECEIVED SEP 01 2009 PERMIT CENTER TSE ARCHITECTURE ENGINEERING PLANNING 12930 N.E. 178th STREET Woodinville, WA 98072 -5708 (425) 481 -6601 0 FAX: 481 -6371 PERMIT SET project title: CAFE PHO 633 SOUTHGENTER MALL 2600 SOUTHGENTER (FOOD COURT #8) TUKWILA, WA 48188 -2816 sheet title: FLOOR PLAN, SCHEDULES, 4 NOTES revisions: A 8 / OD 7 LORD COMMENTS /2\ CITY COMMENTS 8/12/09 designer: 1:21-11A1 drown: Y41-1E3 checked: ARR scale: AS NOTED file: 665I-A REV sheet it: A 2 DUCTS ROUTED TO ROOF PER MALL HVAC LAYOUT, SEE SHEET "M5" FOR ROUTING DUCTS ROUTED TO. ROOF PER MALL HVAC LAYOUT, SEE SHEET "M5" FOR ROUTING COORD. WITH ELEC'L TO INTERLOCK "EF -2" WITH BACK OF HOUSE LIGHTS TO ENSURE FAN OPERATES WHEN SPACE IS OCCUPIED OUTSIDE AIR INTAKE GRILLE, COORD. EXACT PLACEMENT AT SITE, MAINTAIN 10' MIN. FROM EXHAUST. OUTLETS AND VENTS, COORD. AT SITE TO ENSURE 10' MIN. FROM FLUE OUTLET OF MALL "MAC -1" UNIT 900CFM —X 231.2C.EM 925CFM EA. MAKE —UP AIR OUTLET 24X20 GRILLE IN SOFFIT FACE 2200CFM —F - INSTALL "IHP-1" SO FILTER IS ACCESSIBLE FROM -GRID CLG., COORD. EXACT DUCT ROUTING WITH UNIT PLACEMENT SO FILTER AND MAINTENANCE ACCESS IS NOT OBSTRUCTED COORD. AT SITE AND W /PLUMBING CONTRCTOR TO ROUTE. AND DISCHARGE CONDENSATE TO FLOOR SINK, SEE SHEET "M2" -NOTE: REMOVE EXIST. SUPPLY GRILLE FROM MALL DUCT AND CAP /SEAL AIR TIGHT NOTE: TYPE I DUCTWORK ` BALANCED VIA STATIC REGAIN, CONTRACTOR SHALL NOT DEVIATE FROM DUCT LAYOUT 375CFM —A LOCKING PR T'STAT , HD-2l 1375CFM CONTRACTOR TO USE SMOOTH TRANSITION FROM HOOD COLLAR TO DUCT CONNECTION, USE EQUAL LENGTH VERTICAL DUCT FOR EACH TYPE HOOD TO RAISE EACH—DUCT TO—EQUAL CENTERLINE R7FM —C 375CFM -A LEGEND SYMBOL ABBREVIATION DESCRIPTION TQ /Qs T'STAT /SENSOR THERMOSTAT /SENSOR 1 DUCTWORK W/ TURNING VANE AND FLEX CONN. _ VD VOLUME DAMPER — RIGID DUCT -- FLEXIBLE DUCT W -- ROUND SPIN -IN WITH V.D. -4 FD FIRE DAMPER 4 SFD SMOKE FIRE DAMPER ® CFD CEILING RADIATION FIRE DAMPER CD ROUND CEILING DIFFUSER QO CG ROUND CEILING GRILLE CD SQUARE CEILING DIFFUSER CG SQUARE CEILING GRILLE CD CD CONDENSATE DRAIN LINE ® -- SMOKE DUCT DETECTOR A.F.F. ABOVE FINISHED FLOOR i4 14" 375CFM —A MECHANICAL - ELECTRICAL CIVIL LEED FIRE PROTECTION 2100 112TH AVE, NE BELLEVUE, WA 98004 PH: 425 462 -9441 FAX: 425 462 -9451 E -Mail: cservice @abossein,com www.abossein.com PROJECT NAME ISSUED FOR PERMIT ONLY NOT FOR BID OR CONSTRUCTION DRAWING TITLE FLOOR PLAN - HVAC DRAWN BY SH 7 -17 -09 LANDLORD REVIEW SET 7 -27 -09 PERMIT SET ISSUED DATE DESCRIPTION 22"0 MAKE -UP AIR DUCT UP TO "MAU -1" TRANSITION TO UNIT OPENING, SEE SHEET M-6 FOR CONTINUATION PROVIDE" A CES " " D .R AT EACH CHAD E OF , D I RECTION ON TYPE I UCT, COORD. AT SITE TO EN URE ACCESSIBILIT11 1 8 "0 TYPE 1 UP TO "KEF -.- M -6 FOR CO 12 "0 PE I . UP T "KEF- TRAN TION TO SAN ORE I1 lG, SEE SHEET M -6 FOR CONT. HAUST DUCT SEE SHEET INUATION -�OHP -1 COORD. AT SITE AND WITH LANDLORD FOR EXACT LOCATION PG PROROS D OUTSIDE AIR INTAKE LOCATION, COORD. AT SITE TO ENSURE 10' MIN. FROM FLUES, ENTS AND EXHAUST TERMINATIONS SPACE, SEE Sl'EET M--4 FOR CONTINUAT NOTE .. ... TYPE E HAUST D TO BE WRAPPED WI TH 1 L. LIST.EDziFIREPROOFING =WRAP MASTER" OR EQUAL F RA ENTIRE- PE 1 DUCT TO BE SLOPED BACK TOWARD HOOD 1/4" PER 10' FOR - "ENTIRE LENGTH OF RUN, COORD. AT SITE ' "'TO-VERIFY ENTIRE DUCT RUN PRIOR TO INSTALL RECEIVED CEIY OF T.. A 0 2009 PERMIT CENTER MECHANICAL - ELECTRICAL CIVIL — DEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: 425 462 -9441 FAX: 425 462 -9451 E -Mail: cserviceabossein com www.abosse n.com' ISSUED FOR PERMIT ONLY NOT FOR BID OR CONSTRUCTION D WING TITLE 7- '17 - LA NDLORD REVIEW SET 7 -27 - PERMIT SET ISSUED DATE DESCRIPTION I i I fr` 1 1 1 1 J CONNECT WA R LINE TO UNIT EVA ORATIVE at MONT VO .lLE ----ROUTE—AND---DISCHARGE 'DRAIN TO -ROOF. DRAIN MAU -1 - PROV DE GAS "PRESSURE REGU TOR VENTED TO PHERE,/ TRANSITIOI TO UNIT LINE SIZE AFTE REGULATOR SEE DETAIL "A /M -7" FOR DRAIN AND FILL I RECEIVED AUG 1 O Lla p PERMIT MECHANICAL -- ELECTRICAL CIVIL — DEED FIRE PROTECTION 2100 112TH AVE, NE BELLEVUE, WA 98004 PH: (425 ) 462 -9441 FAX. (425 ) 462 -9451 E -Mail: eservice @abassein,eom w .abossein.com PROJECT NAME ISSUED FOR PERMIT ONLY NOT FOR BID OR CONSTRUCTION DRAWING TITLE 7-17-09 LANDLORD REVIEW SET 7 -27 -09 PERMIT SET ISSUED DATE DESCRIPTION al. u,�a :tea .:,;�•t."� .w?:� I i I fr` 1 1 1 1 J CONNECT WA R LINE TO UNIT EVA ORATIVE at MONT VO .lLE ----ROUTE—AND---DISCHARGE 'DRAIN TO -ROOF. DRAIN MAU -1 - PROV DE GAS "PRESSURE REGU TOR VENTED TO PHERE,/ TRANSITIOI TO UNIT LINE SIZE AFTE REGULATOR SEE DETAIL "A /M -7" FOR DRAIN AND FILL I RECEIVED AUG 1 O Lla p PERMIT MECHANICAL -- ELECTRICAL CIVIL — DEED FIRE PROTECTION 2100 112TH AVE, NE BELLEVUE, WA 98004 PH: (425 ) 462 -9441 FAX. (425 ) 462 -9451 E -Mail: eservice @abassein,eom w .abossein.com PROJECT NAME ISSUED FOR PERMIT ONLY NOT FOR BID OR CONSTRUCTION DRAWING TITLE 7-17-09 LANDLORD REVIEW SET 7 -27 -09 PERMIT SET ISSUED DATE DESCRIPTION - THREE WAY DRAIN AND FILL VALVE (ALL 1/2' N.P.T.) 1/2' COLD WATER SUPPLY WITH SHUT -OFF & BACKFLOW PREVENTER LOCATED IN TENANT SPACE DRAIN PER MANUF. -- ROOF AND TRUSSES TW❑ . WAY DRAIN VALVE NORMALLY OPEN (ALL 3 /4 "N.P.T,) CLG,(VERIFY) WATER SCALE: NONE CONNECT TO CEILING BY APPORVED METHOD 3/4" T &P RELIEF LINE T &P DOWN TO MOP SINK G.I. PAN UNDER WATER HEATER W/ DRAIN LINE DOWN TO MOP SINK. - VACUUM BREAKER VALVE. EXPANSION TANK WATER HEATER SHALL BE STRAPPED AND BOLTED IN PLACE PER THE MANUFACTURERS RECOMMENDATIONS PER UPC SECTION 508.2 SET ON APPOVED METAL FRAMING SUSPENSION SHELF DISCHARGE RELIEF LINES FROM WATER HEATER AND PAN SEPARATELY TO MOP SINK HEATER/MOP SINK DE TAIL MECHANICAL ELECTRICAL CIVIL LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, IR 98004 PH 425 462 -9441 FAX: 425 462 -9451 E -Mail: cseroice @abossein,com www.abossein.com EXPIRES 8/1 0/1 0 PROJECT NAME DRAWING TITLE DETAILS ISSUED FOR PERMIT ONLY NOT FOR BID OR CONSTRUCTION 7 -17 -09 LANDLORD REVIEW SET 7 - 27 - 09 PERMIT SET ISSUED DATE DESCRIPTION