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Home My WebLink AboutPermit PG06-144 - BOEING #9-98BOEING #9 -98 9725 EAST MARGINAL WAY S PG06 -144 Parcel No.: Address: Suite No: City of Tukwila Steven M Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us PLUMBING /GAS PIPING PERMIT 0003400018 9725 EAST MARGINAL WY $ TUKW Permit Number: Issue Date: Penult Expires On: Steve Lancaster, Director PGO6 -144 10/18/2006 05/27/2007 Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: BOEING #9 -98 9725 EAST MARGINAL WY S , TUKWILA WA THE BOEING COMPANY PO BOX 3703 M/S #1F -09 , SEATTLE WA STEVE FLINK - MACDONALD MILLER PO BOX 47983 , SEATTLE WA Contractor: Name: MACDONALD/MILLER FAC SOL INC Address: PO BOX 47983 , SEATTLE, WA Contractor License No: MACDOFS980RU Phone: Phone: 206396 -8657 Phone: 206 -763 -9400 Expiration Date: 12/31/2008 DESCRIPTION OF WORK: BUILD RENOVATION OF TWO -STORY OFFICE BUILDING. WASTE/WATER TIPS INTO EXISTING UTILITIES. FOUR BATHROOMS. WATER HEATER (HEAT EXCHANGER - STEAM). RAIN WATER SYSTEM. REVISION #1: ADDING (3) BACKFLOW PREVENTION DEVICES (2) REDUCED PRESSURE TYPE ON DOMESTIC WATER (1) DOUBLE CHECK VALVE TYPE FOR PROCESS WATER Value of Plumbing /Gas Piping: $717,828.00 Uniform Plumbing Code Edition: Fees Collected: $1,703.00 International Fuel Gas Code Edition: TEXTURE TYPE AND OUANTITY Plumbing Bathtub or combination bath/shower 0 Bidet 0 Clothes washer, domestic 0 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 2003 2003 Plumb' g(cont.) Building sewer and each trailer park sewer 0 Rain water system - per drain (inside bldg) 12 Water heater and/or vent 1 0 Industrial waste treatment interceptor, including 0 its trap and vent, except for kitchen type 8 grease interceptors 0 0 Repair or alteration of water piping and/or water 18 treatment equipment 3 2 Repair or alteration of drainage or vent piping 0 24 Medical gas piping system serving (1 -6) 0 inlets/outlets for a specific gas 0 12 Medical gas piping (6 +) inlets /outlets 9 Gas Piping 12 Gas piping outlets (0-5) 0 28 Gas piping outlets (6 +) 0 0 doc: UPC -10/06 PG06.144 Printed: 02 -22 -2007 City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southeenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us frM Steve Lancaster, Director Permit Number: PGO6 -144 Issue Date: 10/18/2006 Permit Expires On: 05/27/2007 Permit Center Authorized Signature: jt4rAAAA4 r I hereby certify that I have read an ex= ed ' - pemit and know the same to be true and correct. All provisions of law and ordinances governing this work will be compile th, h ther specified herein or not. Date: The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the ,perforn ance of work. I am authorized to sign and obtain this plumbing /gas piping permit. Date: a /aa /o-7 Signature: 'U F- �'� /`^^�— Print Name: Oen t ¢,.-- lie This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: UPC -10/06 PGO6.144 Printed: 02 -22 -2007 City eie Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us PLUMBING /GAS PIPING PERMIT Parcel No.: 0003400018 Address: 9725 EAST MARGINAL WY S TUKW Suite No: Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director PGO6 -144 10/18/2006 04/16/2007 Tenant: Name: BOEING #9 -98 Address: 9725 EAST MARGINAL WY S, TUKWILA WA Owner: Name: THE BOEING COMPANY Address: PO BOX 3703 M/S #1 F-09, SEATTLE WA Contact Person: Name: STEVE FLINK - MACDONALD MILLER Address: PO BOX 47983, SEATTLE WA Contractor: Name: MACDONALD /MILLER FAC SOL INC Address: PO BOX 47983, SEATTLE, WA Contractor License No: MACDOFS980RU Phone: Phone: 206 396 -8657 Phone: 206 - 763 -9400 Expiration Date: 12/31/2006 DESCRIPTION OF WORK: BUILD RENOVATION OF TWO -STORY OFFICE BUILDING. WASTENVATER TIES INTO EXISTING UTILITIES. FOUR BATHROOMS. WATER HEATER (HEAT EXCHANGER - STEAM). RAIN WATER SYSTEM. Value of Plumbing/Gas Piping: $0.00 Fees Collected: $1,615.00 Uniform Plumbing Code Edition: 2003 International Fuel Gas Code Edition: 2003 FIXTURE TYPE AND QUANTITY 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 12 Sinks 9 Urinals 12 Water Closet 28 Plumbing (cont. ) 0 Building sewer and each trailer park sewer 0 0 Rain water system - per drain (inside bldg) 12 0 Water heater and /or vent 1 0 Industrial waste treatment interceptor, including 0 its trap and vent, except for kitchen type 8 grease interceptors 0 0 Repair or alteration of water piping and /or water 16 treatment equipment 0 2 Medical gas piping system serving one to five 24 inlets /outlets for a specific gas 0 0 Gas Piping Gas piping outlets (0 -5) 0 Gas piping outlets (6 +) 0 **continued on next page** doc: UPC - Permit PG06 -144 Printed: 10- 18-2006 City & Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ettukwila.wa.us Steve Lancaster, Director Permit Number: PGO6 -144 Issue Date: 10/18/2006 Permit Expires On: 04/16/2007 Permit Center Authorized Signature: M1/1/1 \ k4C/jIJ.Q I hereby certify that I have read and ordinances goveming this work will b Date: DI It [OP is permit and know the same to be true and correct. All provisions of law and with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this plumbing /gas piping permit. Signature: CV Date: I0ODk Print Name: Slac F /,hI This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doe: UPC - Permit PGO6 -144 Printed: 10-18 -2006 DEPT. CFC��'= :';:.I C.`. "!',';,_NT 6300 ' D. LI; TUKWILA, WA 93188 PERMIT CONDITIONS PERMIT CENTEf Parcel No.: 0003400018 Permit Number: PGO6 -144 Address* 9725 EAST MARGINAL WY S TUKW Status: ISSUED Suite No: Applied Date: 09/13/2006 Tenant: BOEING #9 -98 Issue Date: 10/18/2006 1: ***PLUMBING AND GAS PIPING*** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R -3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor /ceiling assemblies and fire - resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for Its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. **continued on next page** doc: Conditions PG06 -144 Printed: 10-18 -2006 PEF is C: ,. NT 6300 SL,U11-1,..k.ii ELVD. TUKWILA, WA 93185 I hereby certify that I have read these conditions and will comply with them governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or regulating construction or the performance of work. Signature: Print Name: c.cle.G F l ; h k PERMIT CENTER as outlined. All provisions of law and ordinances cancel the provision of any other work or local laws Date: /04.4 L doc: Conditions PGO6 -144 Printed: 10-18 -2006 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwilawa.us W TUKWlLA W Building Permit No. AAUP - p� O Mechanical Permit No. AAUP ' I D Plumbing/Gas Permit No. [ v VG - ttl Public Works Permit No. Project No. For of ice use on Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print *' SITE LOCATION King Co Assessor's Tax No.: _ Site Address: 9725 East' MA. via klAy SptrM, too Suite Number: Floor: Tenant Name: Bdeivt • �f New Tenant: ❑ Yes 181..No Gat Property Owners Name: Mailing Address: City State Zip CONTACT PERSON Name: McAfee F ) in k • Mac Qtna ki - MT Ile✓ Day Telephone: (ZOO) .31& -8657 Mailing Address: PO Box 47983 &Attie WA 981116 �1 �, City State Zip E -Mail Address: 81-eve • 7' /,ri'C t W14c I.t'it l �G✓ . COh'1 Fax Number: (zoo za- 9.087 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5) ) Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name- Mailing Address: Zip City Contact Person: Day Telephone: E -Mail Address: Fax Number. Q: uPMkWonaFn.Ap satbn On L3-2�6 - Permit Appliudoo.doc Revised: 4-2106 M State Page 1 of 6 MECHANICAL PERMIT INFORMATION —206-431-3670 MECHANICAL CONTRACTOR INFORMATION I ��++ Company Name: /412COMmId -M%Ner Fitu/4/y '& /u&ss Mailing Address: 1O.- Roc 97 983 // Contact Person: Si-eve F i;„ k E -Mail Address: Rit! ✓G• P/hik @ Iliac on; f�I�er COh Contractor Registration Number: MAC D0 FS 984 RGf SeAht/e. 98/41k Cory State Zip Day Telephone: (200J% -8(oS7 F a x Number: (WO 748- y28 7 Expiration Date: /2 /3/Jo&. Valuation of Project (contractor's bid price): S 33 034/ &7S.o0 Sc o • of Work (please provide detailed information): Srhand Nto.I duty sys . &Bill IflWs• lypicaI La room other 3Js daflrams Use: Residential: New .... ❑ Replacement ....ID Commercial: New....❑ Replacement... Fuel Type: Electric Gas....D Other: ci learn, C abOi &bier Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Fumace<100K BTU Air Handling Unit >10,000 CFM H Fire Damper ' 0-3 HP /100,000 BTU Fumacvl00K BTU Evaporator Cooler Diffuser (p9S 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct .3 Thermostat /37 14 -30 HP /1,000,000 BTU Suspended/WaU/Floor Mounted Heater Ventilation System Wood/Gas Stove 30-50 HP /1,750,000 BTU Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <I0,000 CFM 4/ _7 Incinerator - Comm/Ind Other Mechanical Equipment , y� Cord �yt4 Tun'p Mr A nett QMI9LI .k owns- AIWAesa uuu -2006- hank ,yqicame.m• Rewind; 43006 bb Page 4 of 6 ier PLUMBING AND GAS PIPING PERMIT INFORMATION — 206 -431 -3670 PLUMBING AND GAS PIPING CONTR 'ACTOR INFORMATION / Company Name: Mat Dorm ki'MIILGr- FRGik j SokkemS Mailing Address: Po. DOK y%r%8.3 Sea#!t t gBiyL p 11 City S Contact Person: Tev f" r^ ItMk State Zip Day Telephone: (200 39& %57 E -Mail Address: Skit in k Q MAC P11; Her. Corn Fax Number: 7&f —',28 � M�}CUO FS 9$o RR Expiration Date: iZ-IBI /db Contractor Registration Number Valuation of Project (contractor's bid price): S 71; 828. 00 Scope of Work (please provide detailed information): • u i t� troy.* Al 0 TO Iota Ichn • 'aril /wait- lies ;1. d exis>R;t, ctkirke4. Fair irmme. � 'slea Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Q ty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) p 8 Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain �''y^ Sinks S Dental unit, cuspidor Shower, single head trap L Urinals / 2. Dishwasher, domestic, with independent drain Lavatory u 2 1 Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) 12 Water heater and/or vent 1 Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific Additional medical gas inlets/outlets — six or more /AA ;4 Sin t �/ `7 Q:WWivaion Wan,. -MWKM +o. sew -ma- Peak AwIiadionda Reid: 4-2006 bh Page 5 of 6 IDate Application Accepted: 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 flan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing code (current edition). 1 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: lel Print Name: S +eve. Plink - Mailing Address: PO 'Box 147923 MAt t o»k Id " Ma�tfr,eDay Telephone: JCaI+k City Date: 9//3/o. (2o4)316 - 8657 WA 981910 State Zip Date Application Expires: 061t I Staff Initials: Guwac,nm F .nwi' a um3-2006. t nwu..eoe.doe Ravisd: 41006 N Page 6 of Parcel No.: 0003400018 Address: Suite No: Applicant: BOEING #9.98 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.cttukwila.wa.us 9725 EAST MARGINAL WY S TUKW RECEIPT Permit Number: Status: Applied Date: Issue Date: PG06 -144 ISSUED 09/13/2006 10/18/2006 Receipt No.: R07 -00263 Initials: JEM User ID: 1165 Payment Amount: Payment Date: Balance: $88.00 02/22/2007 10:25 AM $0.00 Payee: MACDONALD- MILLER FACILITY SOLUTIONS, INC. TRANSACTION LIST: Type Method Description Amount Payment Check 1192 ACCOUNT ITEM LIST: Description Account Code 88.00 Current Pmts PLUMBING - NONRES 000/322.100 88.00 Total: $88.00 5117 D2/22 9716 TOTAL doc: Receiot -06 Printed: 02 -22 -2007 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0003400018 Permit Number: PG06 -144 Address: 9725 EAST MARGINAL WY S TUKW Status: APPROVED Suite No: Applied Date: 09/13/2006 Applicant: BOEING #9 -98 Issue Date: Receipt No.: R06 -01672 Payment Amount: 1,615.00 Initials: JEM Payment Date: 10/18/2006 04:39 PM User ID: 1165 Balance: 50.00 Payee: MACDONALD- MILLER FACILITY SOLUTIONS, INC. TRANSACTION LIST: Type Method Description Amount Payment Check 1054 1,615.00 ACCOUNT ITEM LIST: Description Current Pmts Account Code PLAN CHECK - NONRES PLUMBING - NONRES 000/345.830 297.00 000/322.100 1,318.00 Total: 1,615.00 0889 10/19 9716 TOTAL 1615.00 doc: Receipt Printed: 10 -18 -2008 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431 -3 INSPECTION RECORD Retain a copy with permit /2GoL- ivy PE i ND. Project: ilOC /4/' 4 s-r-- Ce Type of Inspection: r/.vra /- 112€ -., 6''\;:i Address: 7Z S7A5- 91114/4/NA Date Called: / to Al s — U44— ?//M; i g n» l / l / //s / Special Instructions: / Date Wanted: O 4:m: Requester: 1 Phone No: .-20 6 - 2SS'-c.Vy 4' Approved per applicable codes. El Corrections required prior to approval. COMMENTS: gird' 77;Cil � .o� /Shro'1 - C%/v,/fu/ -c� 7 tv, f 7441 - lino cro nu, r/ — /-a" to Al s — U44— ?//M; i g n» l / l / //s / Nail,' 4SA hOng 41PC -7.0 4 f r .'sPF rfr<4 6&/ d 7// is /A , i-,,v4 1 spect ✓G(4.4441 u—t—. Date: 3 - - 07 3A.00 REINSPECTION FE REQUIRE or to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. ceipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431 -3 Project: c)N _qo Type of Inspection: \f A'fd - - � Plrn�r�irna� Address: 97, 3` P437 rizo /»,7i Date Called: Special Instructions: Date Wanted: //- ec -0� a;in. m Requester: Phone No: ,...2oG- ?s5- -GYciv Approved per applicable codes. D Corrections required prior to approval. COMMENTS: g fine �c%�'Yi r 1�- �t -1 4j Insp Date: y G_ , f 0 inspection, fee must be at to sechedule reinspection. REINSPELTION FEE REQ RED. Pri-c to 6300 Southcenter Blvd. 5 'te 100. Call Rece'•t No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PE (206)431- Project: CC O de P /A/(o �-! a Type of Inspection: ,Q�J Jl --inl Address: 9 725 east- ,, M e L rn ' 4.1 Date Called: #/ 'fi, � fltY)I95-I Special Instructions: Date Wanted: 11— 22 aG a.m_ 1:r.m- Requester: .S, Phone No: Y% I JApproved per applicable codes. EjCorrections required prior to approval. COMMENTS: p 4 'fi, � fltY)I95-I /�� Caiti. f /r-uro,k1(14Sr 71 es-71 AyreflAtel .S, l54 t/CC9r Y% I M1/ /r 17/1,4,74 ,,t, filer- ✓ IL C ).. - . ya....-tee, i In$ ecto : Dj l z—o-6 8.00 REINSPECT*DN FEE RE4UIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedulereinspection. Receipt No.: 'Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431 -36 Projl1e//44 s 9 y� Type of Inspection: / lEer A Address: stiSjej,, 4 :...�� ate Called: Special I structiotrs: , Date Wanted: a.m, yi u-a Requester: Phone No 2•06 --7S$ -4Vg9 Approved per applicable codes. Corrections required prior to approval. COMMENTS: nldr rzMl> ,)t4 TV Jed nspe{ior Date: 5 %�c\r ."✓Cc �,J, / /-/J 426 $58.00 REINSPEI<TION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Sou center Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: INSPECTIOIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431 -36 Project: �� OF /A/6 �9 -Se Type of Inspection: f� />h - /,� elu/thL Address: 9' 725 t47t5-/ /7497: -w4 / Date Called: A ,✓),fir tt R 5I IS d' Cs-- L s - LC%r9i` -/ Special Instructions: Date Wanted // 45/0G a.m. Requeste . s / ti lc - Ai pW G-eG Phone No: doG— 2S5- GYq t( S , ,J f — 4 p , Gt.tZ Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: r % i Ire / 1- 7 G c k r 5 SA s c A v ( a 4 / )Lr5 w✓ Trion /e7 -ir n' - ' A ,✓),fir tt R 5I IS d' Cs-- L s - LC%r9i` -/ 7/547- - ,9-fig re,,,,/,- / 9./57 Sfig, - c"> d 19, A. yt/S 0 GC-Li q *-s-7- /e/ 1 e hi ILIA/ s / ti lc - Ai pW G-eG / <2/474r 1/45 -/ ,e. / eh", 5,1n k Fib /S S , ,J f — 4 p , Gt.tZ Mu(p Srtill — tLI4Q OA/ S/Aik_ 2, tdc % (ont/ 1J./ AfP✓" e5-t- - A ita^U/ pecto Date `:.00 REINSPE TIO FEE REQUIRE'. Prior to inspection, fee must be aid at 6300 Southcent r Blvd., Suit: 100. Call to sechedute reinspection. Receipt No.: Date: INSPECT%.N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PER (206)431.347 Project: t3 fi/6 9-9S Type of Inspection: 24,4 -A Plum& Address: q%? 5 fl ,0-74e36/ /V77 Date Called: ,, — 44g4 ytcJ Special Instructions: Date Wanted: / /— /`� e a.m. a Requester: Phone No: c206 -25S -6y449/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: l'-e9 , lak.r, 4,4;,,,. Afti/- -e✓ A/, -/ s r// ,, — 44g4 ytcJ D �� /� vrltcf /3<1 sw1* -/.car/ alv-1 t/e7/ , i,/ nspecn 00 REINSPECTI d at 6300 Southce Date: N FEE REQU Prior to inspection, fee must be er Blvd., S ' e 100. Call to sechedule reinspection. Re eipt No.: Date: INSPEGT4ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Project: /3Oc /N6 F-97 Type of 1 spection: i n/y/, - /A/ Address: 9 725- 945 % gMeQ nr4/ Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: ...ZO`- ,t55 -6vyy ElApproved per applicable codes. El Corrections required prior to approval. COMMENTS: /7-19 Alec-17S; d A3 A7 Al)rtf6 le-t/ rtspect / [(, C,I_ /. .00 REINSPECTION FEE QUIRED. Prfo AAA id at 6300 Southcenter Blv ., Suite 100. d re ipt No.: Date: /7 7/ 3 At to inspection, fee must be all to sechedule reinspection. Date: INSPECTION RECORD Retain a copy with permit INSPE TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (a0(✓)431.3670 Proj ct: of��✓b '%� Type of Inspection: mode/1-'4,1i Ai h - /h! ?1,.wf A dress: 9 7? P mgPGi v,q / Date Called: / Special Instructions: Date Wanted: a.I . /o -2 67 - o G Requester: Phone No it 02a(- 2SS—•&CYY L1Approved per applicable codes. O Corrections required prior to approval. COMMENTS: tei a . Ole ,r. pi 58.00 REINSPEC ION FEE REQUI . Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., $ to 100. Call to sechedule reinspection. Date _ 2 if eig Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION INSPECTION RECORD Retain a copy with permit PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 _(206)431 -3 §70 Project:` £oF /NG 9 - SS Tyyeof, I,nsp ,'7 / ti c.iF�!I✓►'.Y�(lI� Address: 9 7)5 ?As ✓%,47,v4 Date Called: Special Instructions: ! Date Wanted: /0 — /9 —D6 � C n P.m. Requester: Phone No: 4 LIApproved per applicable codes. CI Corrections required prior to approval. COMMENTS: /Q A �yu•t,�t 9' re A.-1 c. nspector: einn 'Date:AC—n f UJ $58.00 REINSPECTID FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: IDate: II ieN. : company , Reduce d o e ure Principle :Backfldw Preventiiiri'Assembt' SPECIFICATION SUBMITTAL SHEET vitt corn FEATURES Sizes: ❑ 1/4" ❑ 3/8" 0 1/2" Maximum working water pressure Maximum working Water temperature Threaded connections (FNPT) OPTIONS (Suffixes can be combined) 175 psi 180° F ANSI B1.20.1 ❑ - with full port ball valves (standard) ❑ L— less shut-off valves ❑ S "- with bronze "Y" type strainer (1/2" only) ❑ TCU— with test cocks up ❑ FT - with integral male 45° flare SAE test fitting ACCESSORIES ❑ Air gap (ModelAG) ❑ Repair kit (rubber only) ❑ Thermal expansion tank (Model WXTP) ❑ Soft seated check valve (Model 40) ❑ Shock arrester (Model 1250) ❑ QT -SET Quick Test Fitting Set DIMENSIONS & WEIGHTS (do not Include pkg.) APPLICATION P" Designed for installation on potable water lines to protect against both backsiphonage and backpressure of contami- nated water into the potable water supply. The Model 975XL provides protection where a potential health hazard exists. STANDARDS COMPLIANCE • ASSE® Listed 1013 • IAPMO® Listed • CSA® Certified • Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern Califomia MATERIALS Main valve body Access covers Internals Elastomers Polymers Springs D CITYoFC akeu FEB 16 20021 Cast bronze ASTM B 584MITCENTER Cast bronze ASTM B 584 Stainless steel, 300 Series Silicone (FDA approved) Buna nitrile (FDA approved) Norylm, NSF Listed Stainless steel, 300 series G MODEL SIZE In. nun DIMENSIONS (approximate) WEIGHT In. A mm B in. mm C in. mm D In. mm in. E mm in. F mm G in. mm W /BV tbs. kg LBV lbs. kg 1/4 8 9 1/2 241 53/4 148 1 1/2 38 23/4 70 2 51 4 102 WA WA 7 3.2 6 2.7 3/8 10 9 1/2 241 53/4 148 1 1/2 38 - 23/4 70 2 51 4 102 WA WA 7 3.2 6 2.7 1/2 15 -10 254 53/4 148 11/2 38 23/4 70 2 51 4 102 131/2 343 7 3.2 6 2.7 Page 1 of 2 REVISION N01 ,+:DOCUMENT #: REVISION:, - '8Ft75XL SM t ' io,e2r ffii(gr INS) FLOW CHARACTERISTICS MODEL 975XL 1/4 ", 3/8" & 1/2" (STANDARD & METRIC) FLOW RATES (Us) E 0.19 0.38 0.57 0.76 0.95 20 137 t. N N N 2 15 W 10 y a 5 0 3 6 9 12 FLOW RATES (GPM) 0 Rated Flow (Established by approval agencies) 103 9 35 a 15 TYPICAL INSTALLATION Local codes shall govem installation requirements. To be installed in accordance with the manufacturers' instructions and the latest edition of the Uniform Plumbing Code. Un- less otherwise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clear- ance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged or where relief valve discharge could cause damage. Capacity thru Schedule 40 Pipe Pipe size 5 ft/sec 7.5 tt/sec /4" (&nm 15 ft /sec 1/8' �� -- 2 3 3/8 (9mm) 2 2 3 5 3/8' 3 „...-----_ 6 9 12' (15mm) = 5 7 9 14 3/4' 8 12 17 25 1' 13 20 27 40 1 1/4' 23 35 47 70 1 1/2' 32 48 63 95 0 3 6 9 12 FLOW RATES (GPM) 0 Rated Flow (Established by approval agencies) 103 9 35 a 15 TYPICAL INSTALLATION Local codes shall govem installation requirements. To be installed in accordance with the manufacturers' instructions and the latest edition of the Uniform Plumbing Code. Un- less otherwise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clear- ance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged or where relief valve discharge could cause damage. Capacity thru Schedule 40 Pipe Pipe size 5 ft/sec 7.5 tt/sec 10 ft/sec 15 ft /sec 1/8' 1 1 2 3 1/4' 2 2 3 5 3/8' 3 4 6 9 1/2' 5 7 9 14 3/4' 8 12 17 25 1' 13 20 27 40 1 1/4' 23 35 47 70 1 1/2' 32 48 63 95 2' 52 78 105 167 INDOOR INSTALLATION SPECIFICATIONS The Reduced Pressure Principle Backflow Preventer shall beASSE® Listed 1013, rated to 180° F and supplied with full port ball valves. The main body and access covers shall be bronze (ASTM B 584), the seat ring and all internal polymers shall be NSF® Listed NoryPM and the seat disc elastomers shall be silicone. The checks shall be oriented ata 45° angle upward and accessible for maintenance without removing the relief valve or the entire device from the line. If installed indoors, the installation shall be supplied with an air gap and "y' type strainer. The Reduced Pressure Principle Backflow Preventer shall be a WILKINS Model 975XL. Page 2 of 2 WILKINS OPERATION OF ZURN INDUSTRIES, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238 -7100 Fax:805/238 -5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905/405 -8272 Fax:905/405-1292 Product Support Help Line: 1 -077- BACKFLOW (1.877- 222 -5356) • Webslte: Ntp: //www.zum.com // ZTmN. company ore educed PressurenPnncIple Assein SPECIFICATION SUBMITTAL SHEET FEATURES Sizes:0 2 1/2" ❑ 3" ❑ 4" ❑ 6" ❑ 8" ❑ 10" Maximum working water pressure 175 PSI Maximum working water temperature 140 °F Hydrostatic test pressure 350 PSI End connections (Grooved for steel pipe) AW WA C606 (Flanged) ANSI B16.1 Class 125 OPTIONS (Suffixes can be combined) ❑ - with NRS shut -off valves (standard) ❑ FS - with cast iron wye type strainer (flanged only) ❑ FSC - with epoxy coated wye type strainer (flanged only) ❑ G - with groove end gate valves ❑ GF - with grooved inlet gate connection and flanged outlet gate connection ❑ FG - with flanged inlet gate connection and grooved outlet gate connection ❑ L - less shut-off valves '(flanged bodyconnections) ❑ MS - with Integral Relief Valve Monitor Switch ❑ OSY - with OS & Y gate valves ACCESSORIES ❑ Repair kit (rubber only) ❑ Thermal expansion tank (Model WXTP) ❑ OS & Y Gate valve tamper switch (OSY -40) ❑ Air gap (Model AG) ❑ Electronic Solenoid Timer (Model EST) ❑ QT -SET Quick Test Fitting Set APPLICATION Designed for installation on potable water lines to protect against both backsiphonage and backpressure of contami- nated water into the potable water supply. The Model 375 provides protection where a potential health hazard exists. STANDARDS COMPLIANCE ( unless otherwise noted, sizes 21/2 "thru 8 ") • ASSE® Listed 1013 • IAPMO® Listed • CSA ®Certfied • AWWA Compliant C511 • FM®Approved • UL® Classified (2 1/2" thru 10") • C -UL® Classified (2 1/2" thru 10 ") • Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California MATERIALS Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile iron ASTM A536 Grade 4 Coatings FDAApproved fusion epoxy finish Intemals Stainless steel, 300 Series NORYL TM, NSF Listed Stainless Steel, 300 Series EPDM (FDA approved) Buna Nitrile (FDA approved) Stainless Steel, 300 Series Stainless Steel, braided hose Fasteners Seal rings 0-rings Springs Sensing line H A DIMENSIONS & WEIGHTS (do not Include pkg.) MODEL 3750SYG SHOWNABOVE MODEL SIZE DIMENSIONS 149pwkiuv) WEIGHT A h mm 212 65 3 50 4 100 8 160 5 200 h mm 31 37 518 4434 6034 787 513 956 1137 1543 0 LESS GATE VALVES h m01 157,1 15715 191/2 2312 3714 403 O h mm 71/4 154 7114 164 5 203 597 10 254 859 11 279 0 h mm 814 95 384 05 E 066Y OPEN E OsSY CLOSED In. mm h no 1539 416 13 72 352 412 114 5 162 10 254 2234 3012 3734 575 131/4 484 765 233/4 603 959 291/4 743 E NRS GATE h mm 113/8 269 1282 314 14 14 375 19 483 2212 672 f G H VATHOUT GATE VALVES b. kg 912 912 21 1239 1513 241 241 279 354 391 531 515 71/4 91/4 1314 213 213 104 235 333 411/4 1045 60 423/4 1068 60 6234 5340 55 5234 1594 176 95 2159 377 27.2 272 44.5 79.5 171 98TH NHS VALVES 5. kg IQ 254 278 459 82 73.5 535 1282 205.4 375.4 MTh O58Y GATE VALVES b. kg 170 772 190 55.3 255 130.8 475 215.5 853 387.3 10 250 6334 1319 3734 959 11 279 10 254 4534 1152 3539 589 2612 673 1518 391 5312 933 931/4 2369 407 185 1167 530 1225 556 Page 1 of 2 pocup7ENTp REVISLPN 13F 3751 g -.r.' 5103: 5 ;Mr g 15 PI to eV 5 0 FLOW CHARACTERISTICS MODEL 375 2 1/2", 3' & 4' (STANDARD & METRIC) FLOW RATES Ns) 25.2 37.9 12.6 50.5 20 I 15 a 5 0. 0 200 400 FLOW RATES (GPM) 600 MODEL 375 6', 8" & 10" (STANDARD & METRIC) FLOW RATES rye) 63.1 126.2 189.3 LIJ 600 252.4 i3 4000 Pipe size 212 (65mm) I 1 1611 21/2" 131 112 149 224 3" 3' (80nw) 173 6' (160me) e' (200mm) 4" 10' (250mm)= 298 397 595 4 (1OOmm) _ 450 1 900 1351 69 35 780 e16 1559 2339 10" 1229 1843 2458 %,...‘...___: f r 69 20 I 15 a 5 0. 0 200 400 FLOW RATES (GPM) 600 MODEL 375 6', 8" & 10" (STANDARD & METRIC) FLOW RATES rye) 63.1 126.2 189.3 LIJ 600 252.4 i3 4000 1000 2000 FLOW RATES (GPM) *Rated Flow (Established by approval agencies) 3000 TYPICAL INSTALLATION Local codes shall govern installation requirements. Unless otherwise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so chat no part of the unit can be submerged. DIHECnCN OF FLOW I=1> INDOOR INSTALLATION (375GF) SPECIFICATIONS The Reduced Pressure Principle Backflow Prevention Assembly shall be ASSE® Listed 1013, and supplied with full port gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and checkvalve shall be NORYLTM', the stem shall be stainless steel (ASTM A276) and the seatdiscelastomers shallbe EPDM. The checks and the reliefvalve shall be accessible for maintenance without removing thedevice from the line. The Reduced Pressure Principle Backflow Prevention Assembly shall be a WILKINS Model 375. Page 2of2 Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ft/sec I 10 ft/sec 1611 21/2" 75 112 149 224 3" 115 173 6' (160me) e' (200mm) 4" 10' (250mm)= 298 397 595 6" 450 1 900 1351 69 35 780 1169 1559 2339 10" 1229 1843 2458 %,...‘...___: f 1000 2000 FLOW RATES (GPM) *Rated Flow (Established by approval agencies) 3000 TYPICAL INSTALLATION Local codes shall govern installation requirements. Unless otherwise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so chat no part of the unit can be submerged. DIHECnCN OF FLOW I=1> INDOOR INSTALLATION (375GF) SPECIFICATIONS The Reduced Pressure Principle Backflow Prevention Assembly shall be ASSE® Listed 1013, and supplied with full port gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and checkvalve shall be NORYLTM', the stem shall be stainless steel (ASTM A276) and the seatdiscelastomers shallbe EPDM. The checks and the reliefvalve shall be accessible for maintenance without removing thedevice from the line. The Reduced Pressure Principle Backflow Prevention Assembly shall be a WILKINS Model 375. Page 2of2 Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 21/2" 75 112 149 224 3" 115 173 230 346 4" 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 OUTDOOR INSTALLATION WILKINS OPERATION OF ZURN INDUSTRIES, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238 -7100 Fax:805238 -5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905/405 -8272 Fax:905/405-1292 Product Support Help Line: 1. 877- 13ACKFLOW (1-877-222-5366) • Webslte: httpihnmzum.com II - .comparty: �o.e ouble Check Valve Assem SPECIFICATION SUBMITTAL SHEET FEATURES Sizes: ❑ 2 1/2" ❑ 3" ❑ 4" ❑ 6" ❑ 8" ❑ 10" Maximum working water pressure 175 PSI Maximum working water temperature 140 °F Hydrostatic test pressure 350 PSI End connections (Grooved for steel pipe) AW WA C606 (Flanged) . - ANSI B16.1 OPTIONS Class 125 (Suffixes can be combined) ❑ - with NRS shut -off valves (standard) ❑ FS - with cast iron wye type strainer (flanged only) ❑ FSC - with epoxy coated wye type strainer (flanged only) ❑ G - with groove end gate valves ❑ GF - with grooved inlet gate connection and flanged outlet gate connection ❑ FG - with flanged inlet gate connection and grooved outlet gate connection ❑ L - less shut -off valves (flanged body connections) ❑ OSY - with OS & Y gate valves ❑ PI - with Post Indicator Gate Valve ACCESSORIES ❑ Repair kit (rubber only) ❑ Thermal expansion tank (Model WXTP) ❑ OS & Y Gate valve tamper switch (OSY -40) DIMENSIONS & WEIGHTS (do not include pkg. APPLICATION Designed for installation on potable water lines to protect against both backsiphonage and backpressure of polluted water into the potable water supply. The Model 350 shall provide protection where a potential health hazard does not exist. STANDARDS COMPLIANCE (Horizontaland Vertical flow-up) • ASSE® Listed 1015 • CSA® Certified • IAPMO® Listed • AWWA Compliant C510 • UL ®Classified • C -UL® Classified • FM ®Approved • Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern Califomia MATERIALS Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDAApproved fusion epoxy finish Internals Stainless steel, 300 Series NORYLThI, NSF Listed Stainless Steel, 300 Series EPDM (FDA approved) Buna Nitrile (FDA approved) Stainless Steel, 300 Series Fasteners Seal ring 0-ring Springs MODEL 350OSYG SHOWN ABOVE Attention: Model 350 (flange body) and 350A (grooved body) have different lay lengths. Page 1 0 DIMENSION (apply imate) WEIGHT MODEL S E E E WITHOUT WITH NRS WITH 038Y SIZE A LESS GATE C D OS &Y OS&Y NRS GATE F G GATE GATE GATE VALVES OPEN CLOSED VALVES VALVES VALVES In. mm In. mm h mm in. mm In. mm in. mm kl. mm k1. mm In. mm in. mm lbs. kg Ibe. kg lbs. kg 21/2 65 31 791 157/8 403 33/4 95 71/4 184 183/0 416 137/8 352 113/8 289 312 89 411/4 1048 53 24.1 155 70.4 163 74 3 80 32 816 15 7/8 403 33/4 95 71/4 184 18 7/8 479 15 5/8 397 12 3/8 314 312 89 42 3/4 1086 53 24.1 177 80.4 183 83 4 100 37 5/8 956 191/2 495 4 1/2 114 8 203 223/4 578 181/4 464 14 3/4 375 6 152 52 3/4 1340 91 41.3 271 123 281 127.6 6 150 44 3/4 1137 231/2 597 8 152 10 254 301/8 765 23 3/4 603 19 483 7 178 82 3/4 1594 165 74.9 449 203.8 465 211 8 200 803/4 1543 373/4 959 10 254 11 279 373/4 959 291/4 743 221/2 572 812 216 85 2159 358 162.5 810 367.7 834 378.6 10 250 63 3/4 1619 373/4 959_, 10 254 11 279 453/4 1162 353/8 899 2612 673 812 216 93 1/4 2369 388 176.2 1148 5212 1206 547.5 t , Patent do' °5913,33 , 7 � .. . DOCUMENT RREVISION • EF o ry Sios=k :r k. .. x; Page 1 0 2 15 g. S 10 9 cc 5 a 00 FLOW CHARACTERISTICS MODEL 350 2 1/2", 3" & 4'(STANDARD & METRIC) FLOW RATES (Vs) 12.6 25.2 37.9 50.5 104 2 1/2' (65mm) 3' (80mm) 4'(100mm) r 200 400 FLOW RATES (GPM) MODEL 350 6 ", 8" & 10 "(STANDARD & METRIC) FLOW RATES (Vs) 63.1 126.2 189.3 600 69 35 CC 800 252.4 104 m 6' (150mm) 8' (200mm) 10" (250mm) 1000 2000 FLOW RATES (GPM) *Rated Flow (Established by approval agencies) TYPICAL INSTALLATION Local codes shall govem Installation requirements. Unless otherwise specified, the assembly shall be mounted at a ninimum of 12' (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft /sec 2 1/2" 75 112 149 224 3" 115 173 230 346 4" 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 SPECIFICATIONS The Double Check Backflow Prevention Assembly shall be ASSE® Usted 1015, and supplied with full port gate valves. The main body and access cover shall be epoxy coated ductile Iron (ASTM A 536 Grade 4), the seat ring and check valve shall be NORYLIm, the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The checks shall be accessible for maintenance without removing the device from the line. The Double Check Backflow Prevention Assembly shall be a WILKINS Model 350. °age 2 of 2 3000 69 4000 OUTDOOR INSTALLATION VERTICAL INSTALLATION (350G) omicron ornow '.f) INDOOR INSTALLATION (350GF) WILKINS a Zum company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238 -7100 Fax:805/238 -5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905/405 -8272 Fax:905/405 -1292 Product Support Help Line: 1- 877 - BACKFLOW (1- 877 -222 -5356) • Website: httpiAsww.zum.com f BOEING 9 -98 RENOVATION 140799 -00 TUKWILA, WASHINGTON ISSUED FOR CONSTRUCTION 1. Manufacturer: Amtrol "THERM -X -TROL" Series ST, Watts Series DET, Conbraco 40- XT Series, Wessels Series TTA, or approved Bell & Gossett or Armstrong. 2.12 BACKFLOW PREVENTERS A. Backflow Preventers in General: 1. Backflow preventers, valves, fittings and piping exposed in finished rooms shall be chromium - plated unless otherwise indicated. B. Backflow preventcrs shall conform to the provisions of WAC 246 - 290 -490, "Cross- Connection Control." C. Reduced Pressure Backflow Preventers: 1. Reduced pressure type, line pressure operated; state and local approved; low- pressure drop with accessories and fittings required for testing by water purveyor or authority having jurisdiction; gate valve on each side, supported on steel wall brackets. 2. Manufacturer: Danfoss - Flomatic, Conbraco, Zurn/Wilkins, Watts, Febco, or approved. D. Double Check Valve Backflow Preventers: 1. Manufacturer: Danfoss - Flomatic, Conbraco, Zurn/Wilkins, Watts, Febco or approved. 2.13 THERMOMETERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Trerice, H. 0. Co. 2. Weiss Instruments, Inc. 3. Wekslcr Instruments Operating Unit; Dresser Industries; Instrument Div. B. Description: Direct - mounting, bimetallic - actuated dial thermometers complying with ASME B40.3. C. Casc: Dry type, stainless steel with 5 -inch diameter. D. Element: Bimetal coil. E. Dial: Satin- faced, nonrcflective aluminum with permanently etched scale markings. F. Ring: Stainless steel. G. Connector. Adjustable angle type. H. Stem: Metal, for thcrmowell installation and of length to suit installation. 1. Accuracy: Plus or minus 1 percent of range or plus or minus 1 scale division to maximum of 1.5 percent of range. ]. Thermometers shall conform generally to the following: COMMON WORK REQUIREMENTS FOR PLUMBING 220500- 8 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bcwa.com Sifs B U I L D S RFI No. REDUEST FOR IIMPORMATi0116 ' Issued Project Boeing 948 Remodel Type Plumbing SPon Issued to DLR Group BuEding 000 Fourth Avenue, Suite 700 Area Seattle, WA08164 Attention Davld Reid Phone 206.481.6000 Fax 206.481.6049 Item Routing of the Canopy Drains - Rtrer•kY. �o i'.Indtr'reAuj RD Lint Reference DWG UGM3 Enclosures 9725 E. Marginal Way S Tukwila, WA 98108 T: 206.885.9255 - P: 206.555.0690 Copy to BOEING 206.855.4821 DESCRIPTION OF REQUEST In looking at the routing of the RD for the new canopy and the process b saw cut the sidewalk under the existing canopy, tieing Intp tie existing line, and pouring back the sidewalk the construction team is looking at rerouting this One Inside the building as shown on the attached sketches. This will help aesthetically In that onlya short section of saw tart and pour back will be exposed. The rest will be covered by flooring, Also, containing the work inside tie building will protect the public from additional safety hazards that could arise as this Is a heavely travel path for Boeing employees and there is no sidewalk on the other side of the street FILE con Reply by r Author Alan Stewart IS. RESPONSE This proposal is acceptable. FOR CODE COMPLIANCE �nnonA►Pil OCT 17 2006 Signed Bill Daggett Coffman Engineers, In Proceed as Indicated city of Tukwila elnlasiG DIO b O,merAufhorized Reprasentatve Date Re: 4306851 RFI Notebook Page 1 of 1 6 HECEIVEU.r CVTV OFTUKWILP OCT 10 2006 PERMITCENTER CORRECTION LTR# 1 t J ) ^' :J• 0 OS Psacma caLso S'n .. \. 1 S :1 N it I CE rairl OM WORK 1256 • _� 0110 ■t1' 1110 11R . . UNII CON �. = 1156 - 5 J ��16 � r.scax :I I on1 s STORAGE 1117 l 1116 l aos�ooR L 17 wig _ nso uui ► Or 111 11 ECSICWEI IP 1 I =lay. a -F scow 'f 0 o I o L 0 I 1 ..:..RAs I 0 II II l II ,. nall R1111E111. :il React' „acing oo..n PPo 111 1111!1, ^ � Cis; �wu �' 611 RD tot ��, 12V6 r 1 It ( ...._ Mrs c or Ty IV LOBBr jnws� 1 1 y„ISTP4 -L.- p 1 , (( CONFERENCE //�```/i�i. ��- �1r�yy4 ■ .. I1W4 , -- ./!J [ VI ril 11 — - -- — G . o I ; , t J ) ^' :J• 0 OS Psacma caLso S'n •n n ._ baEn 141__ r+ • e7 1:11 •rs in _ .a• a iiieta • � lea .. ... -...... _ a Ni s ... $rfl. f r If J ��1 �if1i •ri —us —m ■gym• _ to I iiaST + . i Mr li a . 1� viii452 tr, SRO UP ,,... i'I .� a •]Ia4FD It ��k gym —n allii Si 'i�ii uansu auwnteaa 3 J e I' gee IC_ _ 9!lnali S/4 SOX HUNT C c c ti LEGEND . . —Pw— PROCESS RATER -�_ ROOF ORAN F .-- F1 E ME ._.. —v`. Vail — o W VENT THROUGH RODE' PASTE ® .._ 400R DRMI .. ..- OECD R4tI CLENOT . o•- On mow; TURNED up mumps • - PIPE ELBOW, Ufl DUNN OR MAY -'o- APE RLD a CONCENTRIC ▪ PONE' O' CONNECDDN • maLCTC SPRINKLER RISER BATE VALVE. OPEN . • GENERAL NOTES IgrgrA41 REFERENCE DRAWING$ 1WR% MIMICS 1DRET 80014 Da0311C VVOER PL14S 114451, ERASED 104ET SOW DRISASE PLANS 107. PWUEI) C BETAS CONSTRUCTION NOTES P. W YARD MDRANIS a IRCGA11w BUPPLY vats. 91RH MOMS AND MOM SOIRER UNTIL ISSER RUNS MDR. IB9RM71' & PROMOS COWIROL ® PRCNDE•ACCE55 10 1MNCO.E, SEE 3/14507. KFY Pi Ala i+ 09 -17 -2008 City of Tukwila Jim Haggerton, Mayor THE BOEING COMPANY PO BOX 3703 M/S #1F -09 SEATTLE WA 98124 Department of Community Development Jack Pace, Director RE: Permit No. PG06 -144 BOEING #9 -98 9725 EAST MARGINAL WY S TUKW Dear Property Owner: In reviewing our current records, the above referenced property is due to have an updated test of the backflow prevention assemblies installed therein. The test(s) is intended to determine if the backflow prevention assembly is operating in accordance with the manufacturer's listed standards. See attached list for the assemblies which need updated test. Where the test indicates that an assembly must be replaced, the work must be done by a licensed plumbing contractor in accordance with the requirements of a plumbing permit. A subsequent successful test of the new assembly will be required for final inspection approval of the installation. In accordance with the Tukwila Municipal Code and Uniform Plumbing Code Section 6033.3, the premises owner is required to have the backflow prevention assembly tested by a Washington State Department of Health certifed backflow assembly tester. A test report(s) is required to be submitted to the City within 30 days of this notice. If all backflow assemblies pass the required test, the next test will be one (1) year from the date of the successful test report. You will be notified when to schedule the next test. Thank you for your cooperation in this matter. Sincerely, Brenda Holt, Permit Coordinator xc: Permit File No. PG06 -I44 PG06-144 Papa 1 of 2 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 -431 -3665 BACKFLOW ASSEMBLIES THAT REQUIRE TESTING: Assembly #1 Type of Assembly: DCVA Manufacturer: WILKINS Model: 350 Size: 2.5 Serial No.: J19940 Date Inspection Due: 02/27/2008 Assembly #4 Type of Assembly: Manufacturer: Model: Size: Serial No.: Date Inspection Due: Assembly #7 Type of Assembly: Manufacturer: Model: Size: Serial No.: Date Inspection Due: 0 0 Assembly #2 Type of Assembly: RPBA Manufacturer: WILKINS Model: 375 Size: 3 Serial No.: L32571 Date Inspection Due: 02/27/2008 Assembly #5 Type of Assembly: Manufacturer: Model: Size: Serial No.: Date Inspection Due: Assembly #8 Type of Assembly: Manufacturer: Model: Size: Serial No.: Date Inspection Due: 0 0 Assembly #3 Tylp of Assembly: RPBA Manufacturer: WILKINS Model: 975XL Size: 1.5 Serial No.: 2365114 Date Inspection Due: 02/27/2008 Assembly #6 Type of Assembly: Manufacturer: Model: Size: Serial No.: Date Inspection Due: Assembly #9 Type of Assembly: Manufacturer: Model: Size: Serial No.: Date Inspection Due: 0 PG06 -144 Page 2 of 2 August 29, 2006 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Steve Flink MacDonald Miller PO Box 47983 Seattle, WA 98146 RE: CORRECTION LETTER #1 Plumbing/Gas Piping Permit Application Number PG06 -144 Boeing — 9725 East Marginal Wy S Dear Mr. Flink: 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 Public Works Department. At this time the Building Department has no comments. 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 gnd will not be accepted through the mall or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincere encl aPf2.- arshalla chnician xc: File No. PG06 -144 P:Vennifee\Cortection Lena-0006 \ PG06-144 Correction Ur ti .DOC inn 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206- 431 -3665 PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: September 20, 2006 PROJECT: Boeing Bldg #9 -98 9725 East Marginal Way South REVIEW #: 1 PERMIT NO: PG06 -144 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) If the amount of plumbing fixture units is increased or decreased, please submit King County Metro Non - Residential Sewer Use Certification executed by the Property Owner or Owner's Representative. Please list only new fixtures and not the ones that are to be replaced in -kind. See attached form. 2) Your submitted plans indicate that there will be some work performed outside the building envelope. This work is beyond the scope of Plumbing Permit PG06 -144 and it triggers a Type C Public Works Construction Permit, which has a progressive fee. For a Type C permit, Public Works collects a base application and plan review fee in the amount of $250.00 plus 2.5% of site utility construction cost. An additional 2.5% will be assessed at the time of permit issuance. Refer to plan sheets UGM3, 1M3 and M507 #, which show relocation of fire hydrant and irrigation control valve. 3) On sheet UGM3 please clarify if 6" and 3" roof drain (RD) and CO at grade at the NE building comer, all drawn in heavy line, are existing or proposed. 4) Please submit a construction cost estimate for site utility work to be performed outside the building, PW Bulletins Al and A2 together with PW Type C permit application. P:Joanna/Comments PG06 -144 ttei PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG06 -144 DATE: 02 -16 -07 PROJECT NAME: BOEING #9 -98 SITE ADDRESS: 9725 EAST MARGINAL WY S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: 'Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ DUE DATE: 02-20-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: DUE DATE: 03-20-07 Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/rowing slip.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG06 -144 DATE: 10 -10 -06 PROJECT NAME: BOEING #9 -98 SITE ADDRESS: 9725 EAST MARGINAL WY S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: (Q�/)e 10 '°61 Bu ng ivision P Ifoi 10-17L=a49 Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: Complete Comments: (Tues., Thurs.) DUE DATE: 10-12-06 Incomplete ❑ Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESTTHURS ROUTjtNG: Please Route ��J( Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 11 -09 -06 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 ,.,PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG06 -144 DATE: 09 -13 -06 PROJECT NAME: BOEING SITE ADDRESS: 9725 EAST MARGINAL WY S X Original Plan Submittal Response to Incomplete Letter #_ Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: �A L -06 C. ng esion IIaa Pu lic Wor Structural r am. q -zo-06 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Fire Prevention Complete Comments: Incomplete ❑ Planning Division ❑ Permit Coordinator ❑ DUE DATE: 09-14-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUy1NG: Please Route u( Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions El Notation: REVIEWER'S INITIALS: DUE DATE: 10-12-06 Not Approved (attach comments) [y< DATE: Permit Center Use Only q q I� , CORRECTION LETTER MAILED: V y [2 4 1'1/tI Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW' Staff Initials: Documents/routing slip.doc 2 -28-02 PROJECT NAME: SITE ADDRESS: PERMIT NO: +t(Q" 14/4 S ORIGINAL ISSUE DATE: 1d• f•bt REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Summary of Revision: AQP (*) PiAliffiApU ft PPvwflcj0 PE'tC Received by: // Received by: Jp,SSKA, Veaci- REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) Sior City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http : / /www.ci.tukwila.wa.us Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 246/0 1 Plan Check/Permit Number: P60(9' / 1414 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # $f Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Seel sJG 9/98 �,1 Project Address: q7ZS- EAST r'\AR61N/jL l./A' s Contact Person: ..)E-1212-44 ScoT7— Phone Number: (ZOO 76e- 4 36YD Summary of Revision: ADD (3) B4c,KpuO,.) Pe.x,'evrvn) Devrctis o F*'/ TDU(, Pteewir: (Z) Zeoucelp PRemuec Mpg- ow DowtCSnc 4lArElz SEE gilt-El-5 I M 3 alga. Maly - (1) Dvve&C £deck v'o tle TVVE poi PgocEss ti4rtl (yMCO M-IPE.ANT51 teal 6141-1060 gc Sri Eels /M31 M313 RECEIVED CITY OF TUKWILA FEB 16 2007i PERMIT CENTEI, Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: e / /W�(M�jilltitX Entered in Permits Plus on al VELA' \applications \toms-applications on line\revision submittal Created: 8 -13 -2004 Revised: City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: httn: / /www.ci.tukwila.wa.us VISIOs ;SUBMItt Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /0 /9Ob Plan Check/Permit Number: PG06 -144 ❑ 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: Boeing CineFECEIVED OCT 1 -01006 PERMITCENTEh Project Address: 9725 East Marginal Wy S Contact Person: /� Summary of Revision: Trt ieiarci 4 d (i l-OVYctlion. Le Ww 41: 1) Nor ge.side icAl Sewn tlsc- Dal Will be 4t.L.11-lecl by Botin�. z) Type, C Pu &kt Works lac}- will lx skit -4-W lwtdev serer rate. eove-c 1) % "R.rd 3" RD on L16M3 has Len re&lakd -% ;NS�rit- -l4 6N. /d;�_ See aAided U€ M3 dad) altht RFI #Z7 "prov;ri it!tis cita*t y s .ed Sieve. FIink Phone Number: (206) 3* -Rio S7 IA i km 2 adore. Sheet Number(s): leM3 - (v eo i es) "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center b) WEntered in Permits Plus on EDCLOki, 111 .S .. • lappltcanons\ forms-applications on linelrevision submittal Created: 8 -13 -2004 Revised: City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax; etc. Date: 3/05 (06 Plan Cheek/Permit Number: Phi ©C -14`Y ❑ Response to Incomplete Letter # 2 Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: � ' � 1 S✓ 3B / ltcn- 4.iry /&as ?,on y Project Address: 9 J H 5 , /A)t 1JI� 5' �/ Y Contact Person: John, 5. Mwrrdoc% Phone Number: C s.3) 7 7 3 - 0 `/4'3 Summary of Revision: Per Pt) econoyn e, >L l e//er- acid is /Ce Heho /V off - ,des 6P,JC.f %ice Oe✓/z i'o i (47) - fie & o/ , - /es Ci nbcckr /�' , �,, /'l/ ,l ,�✓ a se o9-04 � ufl q OCT 05 201h PERMOteg con h-o/ 1vatvt ( #2 >�oa� e�ita ii45 A' " ee /'-ouad , ,4, ike ,�/,�,p C #3 )/ ®o /oz-.s tot 4e /e 8rvil//ed • Q f Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision XReeceived at the City of Tukwila Permit Center by: Entered in Permits Plus on 10(lt5(1117 \applicanonstforms- applications on line revision submittal Created: 8 -13 -2004 Revised: Non - Residential v Bott 9— j8 Sewer Use Certification Department of �' () Natural Resources and Parks King County (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.) Pursuant to King County Code 28.84, all sewer customers who establish a new sewer customers. The charge Is collected semi - annually. All future new service which uses metropolitan sewage facilities shall be subject to a billings can be prepaid at a discounted amount. 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 (Please print or type), Owner's Name typo), CO, afro: John Mw'docls east First Wale Initial) Subdivision Name Lot it Subdiv. # r� Q Block # Building Name (if applicable) 9 Property Street Address 47 ,25 o;isrmil 1mm • 71- 5 City, State ZIP Tu k1..1 / I Q. c,i A' 4 f3/08. / 08 Owner's Phone Number ( 2S3 )-1 ? 3 — ti 3 Owner's Maitin Address (if different from above) P.O. box 3707 MC 89 -I4 5eatle, WA 95124 -22o7 Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at (208) 684.1740. Property Tax ID# 00034/0 `o0/CJ Party to be Billed (if different from owner) Party's Mailing Address: City or Sewer District Tu t/J / [. A Date of Connection Side Sewer Permit # or Property Contact Phone # ( ) Demolition of pre - existing building? d Yes O No Type of building demolished Sewer disconnect date I4YIIeL A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fiatur Units No. M Fixtiun Toni Fixture Units Public Private Public Private 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 Sink, Clinic Bushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, Bush valve, 1 GPF 5 2 Urinal, Bush valve, >t GPF 8 2 Water doset, tank or valve, 1.8 GPF 8 3 Water closet, tank or valve, >1.e GPF 8 4 Nee reduction Dit Total Fixture Units] Waste. - lie attached Residential Customer Equiva ent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 RCE 1058 (Rev. 1/03) White — King County B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons/days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal/day) _ 187 C. Total Residential Customer Equivalents: RECEIVED CITYOFTUKWILA OCT 0 5 200E CENIER RCE CORRECTION LT R# RCE (add A & B) A B 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 corrected data for de - 'nation of a revised capacity charge. Signature of Owner ,/ f Representative 4. 1.1./_E /. ✓/l . Print Name of Ow' r/ Representative Date 10 $ Oc Yellow — Local Sewer Agency Pink — Sewer Customer _ %a. A4 IL, uvun up a \.v11UavIvI, l:Is-Ann. "IL In 1 1Wsama. ✓sYYL1J• savants Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must mamtain a surety bond or assignment of account and carry general liability insurance. License Information License MACDOFS980RU Licensee Name MACDONALD/MILLER FAC SOL INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602254260 Ind. Ins. Account Id SECRETARY Business Type CORPORATION Address 1 PO BOX 47983 Address 2 City SEATTLE County KING State WA Zip 98106 Phone 2067684180 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 12/31/2002 Expiration Date 12/31/2006 Suspend Date Separation Date Parent Company Previous License DIVCOI•988RC Next License Associated License Business Owner Information Name Role Effective Date Expiration Date SIGMUND, FREDRIC PRESIDENT 12/31/2002 KOPET, TYLER SECRETARY 12/31/2002 KOPET, TYLER TREASURER 12/31/2002 LOVELY, STEVE C VICE PRESIDENT 12/31/2002 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date https: // fortress. wa. gov /Ini/bbip /printer.aspx ?License= MACDOFS980RU 10/18/2006 ISSUED FOR CONSTRUCTION I * - * - RPLAN2_039 1 M3 TIF PAGE 1 - 2/16/2007 11:08:59 AM EXISTING YARD HYDRANT & IRRIGATION CONTROL (TYPICAL) COMPOSITE FIRST FLOOR PLUMBING PLAN SCALE: ,tic= r-o• S'1[ MOON er JPHi01l® era STY REASON 1a ANMla ME - REDRSIN IS 01.15.97 A 9-96 14140799 -00 corny* N. SIMURll 06.15.06 1 4 _ _ ` prale'AfAiff* c\10_ \ 'it--. cov; \ C(0 ''?• 1. *1 Ft� 2 \ 4- Lolo , om 0 t7t\i--15.--VPI oskvOlt1C-1 - - RECEIVED CITY OF Tt3 KW LA FEB 1 :-I 7 c.07 PERMIT CENTER LEGEND -- A COMPRESSED AIR. PLANT C CONDENSATE RETURN (GRAVITY) • CW DOMESTIC COLD WATER HW HWC PW RD V - w -- DOMESTIC HOT WATER SUPPLY DOMESTIC HOT WATER CIRCULATING PROCESS WATER ROOF DRAIN VENT WASTE 0 VENT THROUGH ROOF 0 FCO FLOOR CLEANOUT ® FLOOR DRAIN if, BALL VALVE, OPEN 0'-- PIPE ELBOW, TURNED UP OR TOWARD c-I— PIPE ELBOW TURNED DOWN OR AWAY • POINT OF CONNECTION CAP E-- r CO AT GRADE GENERAL NOTES 3'RD UP &DN MANHOLE ACCESS *RE'JISIQN N agkii-1144 AOCEPTAB LI1Y is mar ROAR X1115 AiPRIMD NPROAD e,r OWL °IIS 1601 FM Anew Sale 900 Seek, lFaefiniloa 98101 -1625 206 623 0717 Fac 206 624 3775 REFERENCE DRAWINGS 1N450. ENLARGED TOILET ROOM DOMESTIC WATER PLANS 1M451, ENLARGED TOILET ROOM DRAINAGE PLANS 1M452, ENLARGED MECHANICAL ROOM PLANS M313, PLUMBING DIAGRAM CONSTRUCTION NOTES PROTECT YARD HYDRANTS & IRRIGATION SUPPLY VALVES. FLUSH HYDRANTS AND IRRIGATION SYSTEM UNTIL WATER RUNS CLEAR. RELOCATED YARD HYDRANT & IRRIGATION CONTROL VALVE. 0 0 0 0 0 \N KEY PLAN 9 16' 8' 0 8 16' 32' SCALE: 1/16' -T'-0' film 1.15,97 COMPOSITE FOIST FLOOR PLUMBING PLAN \MECHANICAL MASTER • 9 -98 RENOVATION BUILDING 9.98.1 COL A-Y/1-13 '4147"79s-ool""` las No, DEV CENTER,WA o" �a 1M3 0815.06 1001. 9 -98 -11.13 DPoRign. ! M1 MME M ^A.d1 AU • ISSUED FOR CONSTRUCTION I * - * - RPLAN2_071 M313_TIF PAGE 1 - 2/161200711:13:03 AM PENTHOUSE '1' 3/4" SECOND FLOOR P -5 El- P-4 HWC iit 1j1 e et 1" CW — -Iii 1 1 _ z N p7 COFF SINK MAKER 1L.J HW 1" [P-8 1 3/4" 1/2" WATER FILTER (TYP) 1 -114" o-, 13-, o- LAV !AV I LAV P -3 TRANSFORMER ACCESSIBLE ABOVE CEILING FOR CONTINUATION, SEE FLOOR PLAN P -3 P -3 • N FIRST FLOOR 1 (V 1 120V POWER SUPPLY, SEE ELECTRICAL U DOUBLE CHECK VALVE :I . I 3/4 "4 1 1 1 1 r HW 1 -1/4" �- 3/4" TRAP PRIMER DRIP INTO FD W /2" AIR GAP = 1/2" TRAP TO FD TRAP (TYPICA) 1_1/4" 1-1/2" - 2 -" 2�� 1 1 1_1 !1/2f 7f 1 CW1_1 t rikaigkrgA4QF WC WC WC WC URN P -1 P -1 P -1 P -1 P -2 WC PWC -1 P URN -2 P -C 1 URN P -2 P W-1 1 DF P -6 FTPi s—TP-' I 2- 1/2 "__4 CW iT 3" 1 I • LAV �- 1-1/2 "1� tiNr --�-�+ WATER FILTER TRAP PRIMER S2----EEVE (1YP) 3/4" SINK P7 -1 1 d- V P -7 COFFEE SINK MAKER L ♦�. J P -8 POWER SHUT -OFF SWITCH, PROVIDE LABEL "TOILET ROOM WATER SHUT-OFF SWITCH FOR CLEANING ". 4— -1/4 T Jr HW 2 -1/2" CW 1 I 1 FAUCET VALVE EhEh LAV ; LAV i LA -1-- -- 1 1 1 1 1 P -3 P -3 1 P -3 1 1 -1/4" LOW VOLTAGE WIRING TO SENSOR CONTROLLERS \ 1 -1/4" ACCESS DOOR 1 -1/2' 2 -1/2" 2" 11 f CiW i_i ifs FA-A-4,4-ra WC WC WC WC WC P -1 P -1 P -1 P -1 P -1 THERMOSTATIC MIXING VALVE (TYPICAL) REMOTE TRANSFORMER FOR SENSOR FAUCETS /FLUSH VALVES 1 1 1 cw 1• �l1 WATER HAMMER ARRESTOR. LOCATE ACCESSIBLE ABOVE CEIUNG (TYPICAL) SIZE PER PDI STANDARDS N SENSOR 6;(rncL)n LAV 1 1 URN WC URN WC URN P -2 P -1 P -2 P -1 P -2 DF P -6 TP-1 TP--1 HW P -3 P -3 P -3 1 SINK II� 1.1 1 t4 P7 -1 FAUCET WATER FILTER 1/2' CONTROLLER (TYP) 1.1'1 WEST CORE PLUMBING RISER SCALE: NO r1 1M450, 2M4 *1313 FOR CONTINUATION SEE M314 FOR CONTINUATION SEE M314 12(Ao(r1141 APFIGINEEI 1601 rds Maw Sine 900 Sank, Maelia gke 96101 -1625 206 623 0717 fall 206 624 3775 LEGEND CW --- DOMESTIC COLD WATER DOMESTIC HOT WATER SUPPLY HWC DOMESTIC HOT WATER CIRCULATING 1$I BALL VALVE SOLENOID OPERATED VALVE CHECK VALVE WITH FLOW 1,11 BUTTERFLY VALVE ❑ TRAP PRIMER FD FLOOR DRAIN GENERAL NOTES REFERENCE DRAWINGS CONSTRUCTION NOTES fkeneNe0 ()'R CODE COVIPIAPAC APPOINIED 1190 RA O11`15.06 AFWAIKG• PLUMING 9-98 RENOVATION BUILDING 9-96 DEV. CENTER,WA .,::—... ., j .a G 01\11.ki-.)101 =MR 101191311 J4140799 -00 RECEIVED C11YOFTUKWI A FEB 1 PERMITC LATER c M313 d06 111 140799 -00 ONG NO. 9- 98 -M313 * - * - RPLAN2 072 M314_TIF PAGE 1 - 2116/200711:10:32 AM FOR CONTINUATION SEE 2M3 & 14313 3/4" HYie —arc HW FOR CONTINUATION SEE 1M3 & 14313 N 11 cw HW f1 2 -1/2" S 1 1--- LPS ---- 5" 2" LOCKING HANDLE TRAP PRIMER (ACCESSIBLE FROM PENTHOUSE FLOOR) DRIP INTO FD W /2" AIR GAP-,q- 1:IIILMI 1±1 M • EXPANSION TANK CAPACITY TOTAL VOLUME 6.4 GAL. ACCEPT VOLUME 3.2 GAL 1/2" TRAP TO FD TRAP (TYPICAL) T & P REUEF 101 HIGH TEMP. RELIEF VALVE T TO ffD TO FFD 1 ELEVATE FOR FREE DRAINAGE OF CONDENSATE HOUSEKEEPING PAD PER STRUCTURAL - CONTROL PANEL F &T TRAP 111 1/2" P-7 COFFEE SINK MAKER uA� P -3 P -3 120V POWER SUPPLY, SEE ELECTRICAL V P -7 COFFEE SINK MAKER C lAV cw —r HW '- 3/4" PENTHOUSE WIC 1 -1/2` '4 --1.1 2" 2 -1/2 "--,,. 11 11 1_1 t1 1_11i 11111 1 :;;4 wc wc WC wc WC URN WC URN WC URN P-1 P -1 P-1 P-1 P-1 P-2 P-1 P -2 P-1 irt 1 thF L J P -6 1 Cw 1/2" it 1 "c 3 4 h 1 POWER SHUT -OFF SWITCH, P- PROVIDE (ABEL %ILET ROOM WATER SHUT -OFF SWITCH FOR CLEANING" P -3 P -3 P -3 �N 1 1 1 -1/4" 2 -1/2" 1 -1/2" 2" CW 1 1 1 -1/2" lA191 11 WC WC WC WC we URN WC URN WC URN P-1 P -1 P -1 P -1 P-1 P -2 P -1 P -2 P -1 P -2 REMOTE TRANSFORMER FOR SENSOR FAUCETS/FLUSH VALVES .� 1 P -3 P -3 P -3 SLEEVE (TYP) 3" LEGEND I� 1 DOMESTIC COLD WATER DOMESTIC HOT WATER SUPPLY DOMESTIC HOT WATER CIRCULATING BALL VALVE, OPEN BALL VALVE, CLOSED SOLENOID OPERATED VALVE CHECK VALVE WITH FLOW BUTTERFLY VALVE, OPEN BUTTERFLY VALVE, CLOSED WYE STRAINER (W/ DRAIN VALVE) 2 WAY CONTROL VALVE GATE VALVE PRESSURE REDUCING VALVE PUMP GAAGE 1:0 PIPE REDUCER AUTOMATIC FLOW CONTROL VALVE ❑ TRAP PRIMER GENERAL NOTES REFERENCE DRAWINGS CONSTRUCTION NOTES SECOND FLOOR WATER HAMMER ARRESTOR. LOCATE ACCESSIBLE ABOVE 1/2" 1 CEfUNG (TYPICAL) SIZE PER - I PDI STANDARDS SENSOR (TYPICAL) V 1 ILAV P -3 P -3 WATER FILTER (1YP) P -3 UNION (TYPICAL) 3" 2" 1- PRESSURE GAUGE w/ GAUGE COCK (TYPICAL) R' •TI WFD FOR CODE COMPLYNCE p FEB 1_ L 2. 1 tow Of .T:017,1408 1 -1/2" PRESSU DIVISION REDUCING VALVE 6 f ''i DISCHARGE SETTING 3" PRESSURE REDUCING VALVE 60 PSI DISCHARGE SETTING Y- STRAJNER WITH CAPPED SLOWDOWN VE 1 -1/2" r N POINT OF CONNECTION AT EXISTING RANGE g) EXISTING 6' MAIN --�� EAST CORE PLUMBING RISER SCAM: NOW rThl 1W50, 2N45Y314 ISSUED FOR CONSTRUCTION I A 9-98 1iENOV91i10N 4140799 --00 COMM MOM 02.1506 MIKE/ Na' i ACCEPTABIU Y 11S DESIGN AIDAR STINICAN014S lavam COFFIINI OEM ONE 07.2506 07.2506 SUEMRE .. t� 3" Y\-- FUNNEL MI DRAIN UNE TO BOOR ORAMI • REDUCED PRESSURE BACKFLOW PREVENTER Fl TFLOOR 1 EOLSTING (WATER -1' SERVICE AnaFF Aft-1-6-1 EERs 1601 Fib J ui a Sate 900 Sects lIeslingbi 96101 -1625 206 623 0117 Rot 206 624 3775 RECEIVED CITYOFTIJKWlLA FEB 1 7n^'7 PERMtTCENTER PLUMBING DIAGRAMS MECHOI C L VASTER 9- 98 l913VAllp1 BUILDING 9-98 SYfIBCtdRE .I#14o799 -oa A 0815.06 M314 JOB NM 140799 -00 DEV. CENTER,WA 'COMP 9- 98 -M314 c i • - * -1 M452 TI F PAGE 1 - 10/25/2006 2:48:36 PM • • • • Q 3/4" ---- 3/4"C DN TO DRAIN 1 14x14 SOUNDLINED TRANSER BOOT, SEE 1/M506 3/4" 16x16 6" HUB DRAIN 3'V UP&DN L- MECH. 11J6 6J 4 "FC0 (0) / C^J 1" 60/ MPS -- ---- -- 2- 1 /2"PC 4'V � 2* pc 4" LPC 3/4 "A 14x12 EXHAUST DUCT 3/4» 25 MPC —+ 1ST FLOOR MECH - 11 J6 rTh • 18x14 • SUMP PUMP, SEE 3/1M452 PRV -3, SEE DETAIL 2/M509 3'V UP &DN EXIST 8" 3" '� I 1:r-- EXIST 6" I amr• 1•111 16x16 CEILING MOUNTED - I --cw- -� 1 CW • 6"HUB EXIST 8 "F AUTO MECH. WET FI EXIST 6» PRIN LER ALARM , r (EXIST) 3/4" 60i MPS TO PUMPS LADDER pR1 • 3/4" MPC 1" VENT 4 "MPS UP TO 2ND FL R 4 1� 4 "STEAM 1251 111.)..S.A. (BELOW SLAB) 0 WITH 14 "0 EXHAUST DUCT FROM SHAFT ABOVE 1 1 1 1 1 1 1 3» VTR UP TO ROOF 2 -1/2" PUMPED CONDENSED TO CENTRAL PLANT ST FLOOR MECH - 11 V7 n SCALE: 1/2'= 1'-0` UGM3. 1M3, 1M13, 1MIM52 41 LEAD FLASHING 12" ALL AROUND SLEEVE 2»W (GAIN PIPE) IN ZURN Z- 195- -3 FLASHING SLEEVE 11 2 "CHECK VALVE SUMP PUMP - CAPACITY 35 GPM 0 15' HEAD -ALL BRONZE, SEMI-OPEN IMPELLER, 1 1/4» DISCHARGE, 1/3 HP, 1800 RPM, 115 VOLTS, SINGLE PHASE, BUILT -IN OVERLOAD PROTECTION, BUILT -IN FLOAT SWITCH- PACIFIC PUMP TYPE ASIA. 4" WASTE FROM 10112 EL 6.25' SUMP PUMP PLAN M SCALE: 1/2"-= r-u iv imam 4-96 f1ENC A DON 4160799 -00 OOFFYNI M 91A1liO4 07.25.06 0 0 ACCEPTABILITY pis OMEN SPEORCNION AAA AMMO w ISSUED FOR !EMIT COMM WORM 31)— l 1 0 PAID- LEGEND ••••1•111.111■1•1 _.- ...MPC ----- --- MPS ----- PC COMPRESSED AIR. PLANT CONDENSATE RETURN (GRAVITY) DOMESTIC COLD WATER DOMESTIC COLD WATER BELOW GRADE ARE UNE ARE UNE, BELOW GRADE OR FLOOR LOW PRESSURE CONDENSATE MEDIUM PRESSURE CONDENSATE MEDIUM PRESSURE STEAM CONDENSATE RETURN (PUMPED) VENT WASTE WASTE BELOW GRADE 0 VENT THROUGH ROOF PIPE ELBOW, TURNED UP OR TOWARD PIPE ELBOW TURNED DOWN OR AWAY POINT OF CONNECTION RETURN OR EXHAUST AIR FLOW DIRECTION STEAM TRAP BAIL VALVE WITH HOSE END GENERAL NOTES STEAM CONDENSATE EQUIPEMNT IS IN A _7' DEEP PIT. PIT 1S 67" X 73" WITH A FLOOR GRILLE ON TOP. REFERENCE DRAWINGS UGM3, 1M3, M314, 1M61, 1M63 CONSTRUCTION NOTES REPLACE FLOW AND TAMPER SWITCHES. CONTRACTOR SHALL INSTALL SWITCHES PROVIDED BY "ADT". REPLACE 4114PS VALVE IN RISER Et> PROVIDE NEW 2 -1/2' PUMPED CONDENSATE PIPE a.> CONNECT TO UNDERGROUND 2 -1/2' PUMPED CONDENSATE PROVIDE STEAM CONDENSATE PUMP PACKAGE Po- 6 PROVIDE NEW 2" CHECK VALVE ,---'"----------\ Yt�nl� �`l� PROVIDE 1 n t 60 PSI STEW- r -�+ i • . -; ;;ti, 8 PROVIDE STEAM VENT 'O "� i 2- LV 0 ____ ________,......_ ��V i r --` ----o‘N Ot. % t.x‘4.V4V1:1 > RECEIVED C%TYOFTUKWI A - FEB 1_, PERMITCENTER =•N61RE RS 1601 FM Mate Soft 900 Swift WaskingIon 96101 -1625 206 623 0717 RE 206 624 3775 B KEY PLAN SCALE NONE 07.Z.06 07.2506 ENLARGED MECHANICAL ROOM PLANS COMM 1 07.25.06 twos 1 9-98 RENCNN1ON BUILDING 888.1 MECHANICAL MASTER BEY_ CENTER,WA 1M452 140799-00 COMP M. OM NM 9 -98 -111452 . 0 • BO \CMAY AHTCAH. VkSSWH SYSHH PROJECT I 9 -98 RENOVATION (VOLUME 2 of 2) JOB #140799 -00 BOEING DEVELOFMENTAL CENTER • 9725 E. MARGINAL WAY S. TUKWILA, WASHINGTON .98108 AREA MAP BUILDING ADDRESS: 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 • 1 ') Of Tuklila WILDING DIVISION GENERAL NOTES FROM DOWNTOWN SEATRE op 7 -127 coutift WORT OFFICE - MIER (FAA. CONSTRUCTION SET OF DOCUMENTS. REVIEWED AND STAMPED BY CRY OF TUKWILA MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. 1. VERIFY ALL DIMENSIONS AND CONNECTIONS BEFORE ANY WORK. 2. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDfONS REQUIRE DESIGN REVISIONS. 3. COORDINATE WORK WITH OTHER CRAFTS. 4. RETURN THIS SAME SET TO GARY TALIER AT BUILDING 9 -51.2 COLUMN N /1, AFTER COMPLETION OF THIS CONSTRUCTION. PROJECT CHECKLIST 157 Off 157 FROM KENT do AUBURN N FROM SEATR.E- TACOMA MIPORT NO SOLE DEVELOPMEN AL CENTER 9 -98 BUILDING LOCATION 'CHECK BOX THESE DRAWINGS CONFORM TO THE I.B.C., I.F.C., L.M.C., U.P.C., N.E.C. AND THE WAC 51 =20 AS ADOPTED OR AMENDED BY LOCAL ORDINANCES AND COMPUANCE WITH CITY OF TUKWILA, WASHINGTON ZONING. ROOMS LABELED PER OCCUPANCY PER I.B.C. TABLE 1004.1.2. BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. ® NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: O 1. TENANT IMPROVEMENT (STRUCTURAL): O 5 SETS OF ARCHITECTURAL DRAWINGS O 5 SETS OF STRUCTURAL DRAWINGS O 5 SETS OF STANDARD DETAILS O 5 SETS OF ENCINER'ING CALCUUTIONS O 5 SETS OF ENERGY CALCULATIONS O 5 SETS OF CONSTRUCTION SPECIFICATIONS O 2. TENANT IMPROVEMENT (NON- STRUCTURAL): 0 4 SETS OF ARCHITECTURAL DRAWINGS O 4 SETS OF STANDARD DETAILS O 4 SETS OF ENERGY CALCULATIONS O 4 SET'S OF CONSTRUCTION SPECIFICATIONS O 3. MECHANICAL, 4 COMPLETE SETS. O 4. FIRE PROTECTION /SPRINKLERS, 3 COMPLETE SETS. ® BRIEF PROTECT NARRATNE: COMPLETE RENOVATION OF 80TH FLOORS OF THE 9 -98 BUILDING, UPGRADE OF ALL BUILDING SYSTEMS MD EXTERIOR G ADNG SYStaI. • RIMISIONS No changes shall be ntado to the scope - cr r tit without prior appro. s: cf NOTE: Revis :cns s:i;l acquit a nc.7 p: :n submittal and may Include additional plan review fees. v ..*:701.1114 Plan review approval IS- subject to errata and minions Appfolrai of construction doormats does not a1Rhcf1111 the violation cf any ceoeNed code or ordinance. Receipt CO approved Fi"a rI cad cond:Uons Is adulowledyed: By c . Date: j_eil lap Qty of Tukwila - BUILDING DIVISION CODE SUMMARY LAND USE CODE BUILDING CODES OCCUPANCY GROUP CONSTRUCTION. TYPE FLOOR AREAS: BUILDING FOOTPRINT - BUILDING GROSS FIRST FLOOR SECOND FLOOR PENTHOUSE BUILDING HEIGHT STORIES OCCUPANT LOAD: HANDICAPPED REQUIREMENTS FIRE PROTECTION SEISMIC ZONE DESIGN LOADS: ROOF - SNOW/LNE FLOOR - OFFICE (LNE) FLOOR - DEAD FLOOR - MECHANICAL & STORAGE FLOOR - STAIRS AND CORRIDORS WIND LOADING MIRE LAIINCtflSHE RS: CITY OF TUKWILA, WASHINGTON 2003 INTERNATIONAL. BUILDING- CODE (IBC) 2003 INTERNATIONAL FIRE CODE -(IFC) 2003 INTERNATIONAL MECHANICAL CODE (IMC) 2005 NATIONAL ELECTRICAL CODE (NEC) 2005 UNIFORM PLUMBING CODE (UPC) 2005 STATE OF WASHINGTON ENERGY CODE STATE OF WASHINGTON BARRIER FREE CODE WITH CITY OF TUKWILA, WA AMENDMENTS - GROUP B, OFFICE TYPE 11 -B; NON- COMBUSEABLE 67,351 145,382 67,351 67,351 10,680 44 FT. 2 NO CHANGES BARRIER FREE FULLY AUTOMATIC, F/S CLASS 1 SPRINKLERS THROUGHOUT DESIGN CATEGORY b" 25 PSF 50 PSF 20 PSF (PARTITION) - 125 PSF 100 PSF ■ 80 MPH, EXPOSURE- C TYPE: AUMEX MODEL 461, RATED 3A:408:C, 6 LB CAPACITY. MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER = 75 FEET, MAXIMUM FLOOR AREA PER EXTINGUISHER = 11,250 SF p&tbb -ly'i ISSUED FOR CONSTRUCTION. RECEIVED AUG 16 2005 LEWIS -MAIN OFFICE CiIY71rn11cYYRt SEP 13 Nth DLR Group ArGi:::�- .•::.. .;:i •j•:: ci1Z =a:•1 .r' ;n z c:; EXI t 9-96 MO- EE ARIA 'A' 4110466-02 slit EXIR& 9-96 RE110i -- OFFICE NI A 'Tr E1 OM RHO Aw £51IMTili9 9-96 all 4i90�3-00 MI d►10odos -Go n I 41{0 -0o atoll) OM OM CRONE MOON 19:14.98 O 11. 9 O 11.99 00.15.+06 l 0.41,1511E7AW • • • ACCEPTABIUTY MCMINN WS OM !S IVILD tessmED are OM Om MIER CABER cneckw TIRE SWEET 19:1496 • orrnowo 9-98 RIA6IBON BUILDING 9-98 rawrtcnpn wsmr DEN. CENTER, • 1714079;-ool GO ova 08.15.06 0111.2_14k o9- 098-GO GL*$SMAN' 05/09/04 " "" t AIR HANDLING UNIT SCHEDULE . • SYSTEM AREA SERVED • SUPPLY FANS COOLING COILS HEATING COILS PRE FILTERS FINAL ALTERS BASIS OF DESIGN REMARKS DATE OF SERVICE QT MARK CFM ESP (IN) TSP (IN) lYPE RPM yFD MOTOR HP BRAKE HP MARK C ENT AIR LVG AIR* APD (IN) MAX CHILLED WATER ROWS PRESS' DROP COIL SIZE MARK CFM AIR LVG ** MR APD O N) MAX STEAM ROWS PRESS. DROP COIL SIZE ' • . EFF SIZE EFF SIZE 1488 401 • DWDI -, D8 WB DB WB GPM ENT LVG MBH LBS /HR AHU -1 9 -98, EAST SIDE 2 . S 1A & 30.000 3.3 6 PLENUM 1067 YES 50 each 43 CC -1 60,000 80'F 63'F 52'F 51T 0.6 316 42T 54'F 6 10 FT 4 0 54 "x 83" HC -1 (o 25F 601 0.2 756 f 787 1 0.3 FT 2 0 48 "x120" 30 2 "x24x24 85 12 "x24x24 TEMTROL COLD DECK AHU -2 9 -98 EAST SIDE 1 S-2 35,000 2.9 5 PLENUM 899 YES 50 42.25 -- -- - � - HC -2 45.000 60TF 95 F 0.15 1323 . 1378 1 0.3 FT 2 0 45)(1067_ 30 2 x24x24 85 12 x24x24 TEMTROL HOT DECK AHU- -3 9 -98, WEST SIDE 2 S- &&c 30,000 3.3 6 PLENUM YES 50 each 43 CC-2 60,000 80'F 63'F 52'F 51'F 0.6 316 47F 54'F 6 10 FT 4 0 54.x 83" HC -3 (x,'000) 25'F 60'F 0.2 756 787 1 0.3 FT 2 0 48x120" 30 fx24x24 85 12)(24x24 TEMTROL COLD DECK AHU -4 9 -98, WEST SIDE 1 S -4 35,000 2.9 5 PLENUM .1067 899 YES 50 42.25 - . -- . - - -- - - - - -- - HC -4 35.000 60T 95F 0.15 1323 1378 1 0.3 FT 2 0 45x106" 30 2 "x24x24 85 12 "x24x24 TEMTROL HOT DECK * LEAVING AIR TEMPERATURE SHALL BE 54F AFTER SUPPLY FAN. • - * * STEAM COIL SHALL BE SIZED FOR 20,000 CFM FROM 25F TO 60F AND WITH A MAXIMUM PRESSURE DROP OF 0.2" AT 60,000 CFM. NOTE: TOTAL ELECTRICAL LOADS: AHU -1 & AHU -3: MCA= 146.25, MOCP =200 AHU -2 & MU-4: MCA= 81.25, MOCP =125 - - i RETURN FANS (EXISTING) . SYSTEM AREA SERVED MARK CFM S.P. SP " H2O OUTLET VEL WHO- DIA WIDTH CLASS RPM BRAKE HP OTOR* VFD ** BASIS OF DESIGN SERVICE DATE HP VOLTS PH HZ MU-1&2 EAST SIDE R -13 28,000 5/8" 1488 40" DWDI • I 420 4 7.5 460 3 60 YES AMERICAN STANDARD • IND DIVISION, DETROIT SIZE 402 3 AHU -1 &2 EAST SIDE R -14 28,000 5/8" 1488 401 • DWDI I 420 4 7.5 460 3 60 YES 0.99 AHU -3&4 WEST SIDE R -11 28,000 5/8' 1488 40" DWDI I 420 4 7.5 460 3 60 YES 1123 AHU -3&4 WEST SIDE R -12 28,000 5/8" 1488 40" DWDI I 420 4 7.5 460 3 60 YES *: PROVIDE NEW 7.5 HP MOTOR * *: ELECTRICAL CONTRACTOR TO PROVIDE NEW VFD • EXHAUST FAN (EF) SCHEDULE ARK N UMBER LOCATION AREA (ROOM N SERVED FM DIA SIZE ARRNGMT ARRNGMT. NUMBER CLASS CFM TOTAL STATIC PRESS. INCHES WG MAX. OUTLET VELOCITY FPM APPROX. RPM DRIVE SIDE _ INLET GUIDE VANES BHP _ MOTOR WEIGHT BASIS OF DESIGN SERVICE DATE HP VOLTS PH HZ EF -1 WEST PENTHOUSE WEST BATHROOMS 18 9 I 5,720 0.75 1658 1432 RGHT NO 1.41 1 -1/2 460 3 60 260 GREENHECK MODEL QEI -18 -I 212 EF -2 EAST PENTHOUSE EAST BATHROOMS 18 9 1 4,720 0.75 1368 1245 RIGHT NO 0.99 1 -1/2 460 3 60 260 GREENHECK MODEL QEI -18 -I rEF-3 EAST PENTHOUSE 1ST FLR MECH RMS 15 9 I 1,800 0.75 776 _ 1123 RIGHT NO 0.34 3/4 460 3 60 190 GREENHECK MODEL QEI -15 -I 10 PRESSURE POWERED CONDENSATE PUMP PACKAGES . MARK LOCATION SERVICE CONDENSATE TEMP 'F RECEIVER STORAGE CAPACITY LBS /HR MAX HEAD pS� MOTIVE STEAM PRESS PSI SPIRAX SARCO PUMP BASIS OF DESIGN SERVICE DATE • CAPACITY GALS SIZE CPP -1A MECH RM .11V7 BUILDING STEAM 212 12 10'DIAx36" 3,600 20 60 TWO 1 -1/2" PPEC SPIRAX SARCO 3 CPP -1 B MECH RM 11J6 BUILDING STEAM 212 65 20 •01Ax48" 20,000 30 60 TWO 3"X2" PTC PIVOTROL . SPIRAX SARCO NOTE: PROVIDE STEAM SEPARATOR FOR EACH PRV CPP -PA WEST PENTHOUSE HC -3 STEAM COIL 212 1.6 6"DIAx12' 1500 10 15- APT -14 SPIRAX SARCO CPP -PB WEST PENTHOUSE HC -4 STEAM COIL 212 1.6 61DtAx12' 1000 i0 15 APT -14 SPIRAX SARCO CPP -PC EAST PENTHOUSE HC -1 STEAM COIL 212 1.6 6"DIAx12" 1500 10 15 APT -14 SPIRAX SARCO CPP -Pp EAST PENTHOUSE HC -2 STEAM COIL 212 1.6 6"D1Ax12' 1000 10 15 - APT-14 SPIRAX SARCO NOTE: CPP -1 A & CPP -1 B SHALL BE PROVIDED IN WO SPUTS IN ORDER TO BE INSTALLED IN MECHANICAL ROOMS - STEAM PRESSURE REDUCING VALVE SCHEDULE MARK LOCATION CAPACrY (LBS /HR) VALVE SIZE (IN) INLET PRESS (PSI) DISCH PRESS (PSI) STRAINER SIZE (R!) BASIS SPIRAX SARCO DATE OF SERVICE PRV -1 WEST PENTHOUSE 1300 3/4 i 125 15 1 -1/2 25P (PLOT OPER) PRV- -2 WEST PENTHOUSE 3900 1 -1/2 125 15 3 25P (PILOT OPER) PRV-3 MECH ROOM 11V7 50 1/2 125 60 3/4 25MP (DIRECT OPER) NOTE: PROVIDE STEAM SEPARATOR FOR EACH PRV REVIEWED �ANCE CODE CCU it p00(WC() MI 112046 G�t1I MOON BUILDING DM f ISSUED FOR I C1T1rT1O1 17(10(gigg AERFIFIIMANE E IS 1601 fifth Annoy Sole 900 in!'? W:;': p.7 WO! -: 2i 206 623 0117 lac 266 624 3775 RECEIVED aTYOFTIIKWIll SE'13?)S PEPAIITCENIER • • FLAPWASFAW • cows 1/Wei • ArCCEPTABIUTY AR OESGN AO/OR 61MAD IPPROND et 1 oEPL T ONE COMM 072506 alto= Y.90RlRA 07.25.06 MEER MECHANICAL SCHEDULES CHEMED praochtb 9 -98 RENWYATION BUILDING 996 JI14o799 -00 reot SHEET M2A 08.15.06 MECHANIC&& MASTER DEV. CENTER,WA JOB MI. OOG 1401. • 140799 -00 9- 98-M2A 1, 01111f6114* 1 MA /tiAAa As11. 4 All PUMP (PU) SCHEDULE NUMBER SERVICE FLUID TEMP CAPACITY SIZE (IN) CONSTRUCTION PERFORMANCE MOTOR PUMP TYPE BASS OF DESIGN SERVICE DATE REMARKS GPM TDFI SUCT DISCH BODY FITTINGS EFF % NPSFfR � ORNE 1YPE HP VOLTS PH HZ RPM PUP1P5A DOMESTIC HOT WATER RECIRC WATER 120 5.0 25 1 1 BRONZE BRONZE 50 - DIRECT 0.25 115 1 60 1750 WINE �' & SERIES 60 KOHLER INVITATION K -2098 START-STOP � PROGRAMMED BY BUILDING DDC SYSTEM 205,800 236,900 P -4 LAVATORY 1-1/2 1-1/2 1/2 1/2 WALL HUNG DEDICATED TRANSFORMER KOHLER CHESAPEAKE K- 1728 (4 "CENTERS) SLOAN ETF -600 TRANSFORMER ELF -342 13-5 SHOWER 2 1-1/2 1/2 1/2 GRAB BARS & SEAT SET STA11, ON FULL B D GROUT SEMI- INSTANTANEOUS WATER HEATER SCHEDULE . TAG SERVES LOCATION MWP (PSIG) CAPAC (GPM) INLET TEMP F OUTLET TEMP F ' CONNECTIONS (1N.) STEAM COND. PSIG UNIT POWER REQUIREMENTS UNIT WEIGHT FULL (LBS.) BASIS OF DESIGN SERVICE DATE REMARKS cw HW LB /HR PSIG VOLTS PHASE AMPS WHP1R5A DOMESTIC PENTHOUSE 1500300T 18 40 120 1.25 1.25 720 15 2 115 1 2 0.3 PATTERSON -KELLY PK 18D P -3 DOUBLE WALL HEAT EXCHANGER PROVIDE W/ FIT TRAP. ASME (SECTION 8) VESSEL 1-1/2 PLUMBING FIXTURE SCHEDULE MARK NUMBER DECRIPITION CONNECTION (INCHES) TYPE REMARKS BASIS OF DESIGN SAN VENT HW CW Evir F FIXTURE FAUCET /FLUSH VA. (MIXING VA) SPOUT FOR ACCESSORY DRAIN TYPE P -1 WATER CLOSET 4 2 - 1 -1 /4 WALL -HUNG 6 KOHLER KINGSTON K -4330 SLOAN OPTIMA ROYAL NO. 111 ES SEAT: OLSONITE 95SSC 750 P -2 URINAL 2 1 -1/2 - 3/4 WALL -HUNG FLUSH VALVE (11) HANDICAP KOHLER BARDON K -4960 ET SLOAN SP- S186- 10.ES -S -BOE W /EL 518 A -BOE 0.3 0.5 P -3 LAVATORY 1-1/2 1 -1 /2 1 /2 1 /2 COUNTERTOP ELEC. SENSOR (120V TO COMMON TRANSFORMER) KOHLER INVITATION K -2098 SLOAN ETF -600 TRANSFORMER ELF- 342(ONE PER 3 LAVATORIES) 205,800 236,900 P -4 LAVATORY 1-1/2 1-1/2 1/2 1/2 WALL HUNG DEDICATED TRANSFORMER KOHLER CHESAPEAKE K- 1728 (4 "CENTERS) SLOAN ETF -600 TRANSFORMER ELF -342 13-5 SHOWER 2 1-1/2 1/2 1/2 GRAB BARS & SEAT SET STA11, ON FULL B D GROUT COLOR: E 1603 BFSC CHICAGO 17621S GRID W /STWNLESS P -6 ELECTRIC WATER COOLER 1-1/2 1- 1/2 - 1/2 WALL HUNG PROVIDE WATER FILTER 120 V-10 ELKAY EROM28RAC FILTER: EVERPURE 9 -1/2" H54 SERIES W QL -3 HEAD P -7 SINK 2 1 -1/2 1/2 1/2 SINGLE COMPARTMENT COUNTERTOP, STAINLESS STEEL ELKAY LRAD -1919 CHICAGO 201 AHA-8 GRID P -7.1 SINK 2 1 -1/2 1/2 1/2 SINGLE COMPARTMENT COUNTERTOP, STAINLESS STEEL ELKAY LRAD -1716 CHICAGO 2302 GRID P -8 SERVICE SINK 3 2 1/2 1/2 FLOOR MOUNTED KOHLER WHITBY 6710 W /GUARD CHICAGO 956R -369 P -9 NOT USED P -9A NOT USED P -9B NOT USED P -10 NOT USED FD -1 FLOOR DRAIN VARIES VARIES - - 1 /21RAP PRIMER (SAN ONLY) SEE PLAN FOR SIZE SMITH 2010_B STRAINER:SQUARE NICKLE- BRONZE FD -2 FLOOR DRAIN VARIES VARIES - - 1 /2`ERAP PRIMER SEE PLAN FOR SIZE SMITH 2630 FFD -1 FLOOR DRAIN VARIES VARIES - - 1 /2'f RAP PRIMER SEE PLAN FOR SIZE SMITH 3510 -F19 COMPUTER ROOM COOLING UNIT (AC) SCHEDULE LOCATION (ROOM NUMBER) MAKE MODEL NOMINAL CAPACITY TONS DCN RM 11K6 UEBERT MINI -MATE2 MMD40C 3 ELEV EQ 121(7 UEBERi MIN1 -MATE2 MMD23C 15 DNC RM 21J6 UEBERT MINI-MATE2 MMD40C 3 NCO 1.A8 22N6 [ EBERT SYSTEM 3 UH376C 20 !WE Sal FAN FAN MOTOR COIL COOUNG CAPACITY { HRIED WATER DRIVE TYPE CAPACITY (CFM) ESP IN WG HP CAPACITY MBH ROOM TEMP ( F) FLOW GPM Evir F MAX PD 0 MAX FLOW FT H2O SENSIBLE TOTAL DB DIRECT 1250 0.3 0.5 27305 30085 75 6 45 5.7 DIRECT 750 0.3 0.2 14,900 15,700 75 3.1 45 4.2 DIRECT 1250 0.3 0.5 27305 30085 75 6 45 5.7 DIRECT 9100 0.35 71/2 205,800 236,900 75 46.8 45 7.4 AIR FILTER ELECTRICAL fOR REVIEWED LT�CE CODE COMPLIANCE konon»CQ OCT 17 2006 City o1Tu� BUILDING D SION , IL-1,1 TYPE do DEPTH 2 EFFICIENCY PER ASHRAE 52 -76 30Z MAX FINAL SP WC VOLTS 208 PHASE 3 2.8 WSA 3.5 OPD 15 2 30Z 208 3 1.4 1.8 15 REMARKS FACTORY FILTER BOX, FILTER CLOG SWITCH, 2 WAY VALVE, CONDENSATE PUMP, UQUI -TECT LEAK DETECTION SENSOR WITH A 6' LONG WIRE TO UNIT, DISCONNECT - FACTORY FILTER BOX, FILTER CLOG SWITCH, 2 WAY VALVE, CONDENSATE PUMP, LIQUI IECT 410 POINT LEAK DETECTION SENSOR WITH A 6' LONG WIRE TO UNIT, DISCONNECT 414o799-00 00.15.06 B • 2 4 30Z 60Z AiCCEPiAaUTY MS OE'.S1 4 AN DAR PRIPROVED 1n OEM i 208 460 3 3 2.8 56.6 3.5 70.8 15 80 DOE ISSUED FOR COM '.11117-11171071 j i; 001116 01 0725.06 CHECKED 07.25.06 orreatb 1 FACTORY FILTER BOX, FILTER CLOG SWITCH, 2 WAY VALVE, CONDENSATE PUMP, UQUI -TECT LEAK DETECTION SENSOR WITH A 6' LONG WIRE TO UNIT, DISCONNECT (1) 7.5 HP FAN MOTOR, 2 WAY VALVE, 46.2 CV, UP FLOW MODEL WITH FACTORY RETURN GRILLE, CONDENSATE PUMP, INFRARED HUMIDIFIER, ELECTRIC HEAT 98.1 MBH, LIQUI -TECT WATER DETECTION, HIGH EFFEICCENCY FILTERS, SMOKE DETECTOR, DISCONNECT APFFIVIAN I � EERi 1901 Figli karts! Sole 900 Cii,1 •: Z L .) .,Ili MECHANICAL SCHEDULES NIUE s-ss RENOVATION BUILDING 9-98 uEaw4101. MASTER • • • • DEV. CFNTER,WA CURRENT REM51011 4140799 -00 SET- i 3K.:; PENMITCENIEFI 08.15.06 M26 JOB NIL 140799 -00 ONG ND. 9- 98 -M2B 1 * -4 - UGM3 TIF PAGE 1 - 1016/2006 10:24:15 AM (/)® 3/4130X HYDRANT o. ��s:de 41 hu�Li . Sec. � loc �� d 9 8 � a it RFT *27. A r 1 3/4 "BOX HYDRA 3/4"80X HYDRANT 2"W UP CO AT GRADE 1 1 3'V r 3'V FIRE SPRINKLER 1 RISER 4"W UP 3"RD UP MANHOLE ACCESS 4"FD IN UTIL MH 112 3/41B0X 2"PW HYDRANT 1 II( ( I L 1- 1/2'PW CO 1M4 /1M451 Y\ TQE DUCT (REFER C `\ SEE ELE E CALLY, 2"PW UPI 3/4"60X COMPOSITE UNDERGROUND PLUMBING PLAN 3/4" BOX HYDRANT ISSUED FOR CONSTRUCTION 0O CL'' Ills 1'0 ow C O mil LEGEND PW ---- RD PROCESS WATER ROOF DRAIN F FIRE UNE Y VENT W WASTE 0 VENT THROUGH ROOF FLOOR DRAIN O FCO FLOOR CLEANOUT a-- PIPE ELBOW, TURNED UP OR TOWARDS PIPE ELBOW, TURNED DOWN OR AWAY PIPE REDUCER CONCENTRIC POINT OF CONNECTION AUTOMATIC SPRINKLER RISER GATE VALVE, OPEN CAP GENERAL NOTES REFERENCE DRAWINGS 1M450, ENLARGED TOILET ROOM DOMESTIC WATER PLANS 1M451, ENLARGED TOILET ROOM DRAINAGE PLANS M507, PLUMBING DETAILS $kl,4 LvJ separak reri;3 Tr, C ?��I�� h Tyr, RAM 6 I N E E Ri 1601 fob lama Sae 900 Seattle, 1M:iiaglon 98101 -1625 206 623 0717 Fax 206 624 3715 NOTES PROTECT YARD HYDRANTS & IRRIGATION SUPPLY VALVES. FLUSH HYDRANTS AND IRRIGATION SYSTEM UNTIL WATER RUNS CLEAR. RELOCATED YARD HYDRANT & IRRIGATION CONTROL VALVE. PROVIDE ACCESS TO MANHOLE, SEE 3/M507. ThRodg 00000 o N KEY PLAN SOME: NONE 16' 8' 0 8' 16' 32' SCALE: 1/16' =1' -O' ONE fff NEDRAIIN KB 01.1.97 9--98 611KNATION 4140799 -CO COFFMAN 08.1506 p• • ACCEPTABILITY WNW MN US OEM SPOCIFICANON 6 OEM OAT OWE 1.15.97 CNBCKED • COMPOSITE UNDERGROUND PUAYIBING PLAN 9 -98''RO" �` � UGM3 as Zr-oor J #1A BUILDING 998.UG MECHANICAL MASTER on. A -rn -13 PERMIT DEV. CENIER,WA DUE 08.15.06 JOB 110- COW OM 9 -98 -UGM3 • 1