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Permit PG07-273 - WESTFIELD SOUTHCENTER MALL - JOEY'S GRILL
JOEY'S GRILL 758 SOUTHCENTER MALL PGO7-273 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: 6364200010 758 SOUTHCENTER MALL TUKW JOEY'S GRILL 758 SOUTHCENTER MALL , TUKWILA WA WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA Contact Person: Name: PEGGY PEEL Address: 4600 S 134 PL , TUKWILA WA Contractor: Name: BOLADAY PARKS, INC. Address: PO BOX 69208 , SEATTLE, WA Contractor License No: HOLADPI379NO DESCRIPTION OF WORK: INSTALL PLUMBING SYSTEMS: WASTE, VENTS, POTABLE WATER, GAS PIPING Value of Plumbing /Gas Piping: $350,000.00 Fees Collected: $1,112.25 Plumbing Bathtub or combination bath/shower 0 Bidet 0 Clothes washer, domestic 0 Dental unit, cuspidor 0 Dishwasher, domestic, with independent drain 0 Drinking fountain or water cooler (per head) 0 Food -waste grinder, commercial 2 Floor drain 21 Shower, single head trap 0 Lavatory 5 Wash fountain Receptor, indirect waste 16 Sinks 9 Urinals 3 Water Closet 9 doc: UPC -10/06 City. -of .Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us FIXTURE TYPE AND OUANTITY 0 * *continued on next page ** PLUMBING /GAS PIPING PERMIT Permit Number: Issue Date: Permit Expires On: Phone: Phone: 206 - 248 -8747 Phone: 206 248 -9700 Expiration Date: 09/03/2009 PG07 -273 12/12/2007 06/09/2008 Uniform Plumbing Code Edition: 2006 International Fuel Gas Code Edition: 2006 Plumbing (cont.) Building sewer and each trailer park sewer 1 Rain water system - per drain (inside bldg) 0 Water heater and/or vent 1 Industrial waste treatment interceptor, including its trap and vent, except for kitchen type grease interceptors 0 Repair or alteration of water piping and/or water treatment equipment 0 Repair or alteration of drainage or vent piping 0 Medical gas piping system serving (1 -5) inlets /outlets for a specific gas 0 Medical gas piping (6 +) inlets /outlets 0 Gas Piping Gas piping outlets (0 -5) 5 Gas piping outlets (6 +) 7 PG07 -273 Printed: 12 -12 -2007 Permit Center Authorized Signature: A'CT / , The granting construction Signature: Print Name: doc: UPC -10/06 City Ot 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 1 149CArEL—• Permit Number: PGO7 -273 Issue Date: 12/12/2007 Permit Expires On: 06/09/2008 Date: L Z ` iZ l 04 — I hereby certify that I have read and ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied , whether specified herein or not. 't do = not pre a to give authority to violate or cancel the provisions of any other state or local laws regulating of worijI am authorized to sign and obtain this plumbing /gas piping permit. Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PG07 -273 Printed: 12 -12 -2007 Parcel No.: 6364200010 Address: Suite No: Tenant: JOEY'S GRILL 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 758 SOUTHCENTER MALL TUKW PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: PGO7 -273 ISSUED 10/12/2007 12/12/2007 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor /ceiling assemblies and fire- resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. doc: Cond -10/06 * *continued on next page ** PG07 -273 Printed: 12 -12 -2007 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: doc: Cond -10/06 Print Name: 0 In. n -G 146 r ott 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 Date: PG07 -273 Printed: 12 -12 -2007 CITY OF TUKWILA'.t...i Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us 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 Site Address: Tenant Name: Property Owners Name: Mailing Address: City CONTACT PERSON - who do we contact when your permit is ready to be issued Name: & 0 Mailing Address: 1'1, S . / 3 E -Mail Address: te7 p(;;;) ii e / ctttypa -rks . C-or►, GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: City Fax Number: Mailing Address: 1 7 4 4 D O S. 1 3 �� telT 9 (9 / 4 9 City State Zip Contact Person: 1 ��a-.t, �_ x. /1i /J Day Telephone: o& to -2/F "P'r ¢ 7 E -Mail Address: f p'9T 1 P Q , / el �a da V ncor k . C-( r)1 t Fax Number: ./ 2 !' 2700 /Z Contractor Registration Number: o L Fib PI 7q // / 0 Expiration Date: 0 9/0, ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Contact Person: Day Telephone: E -Mail Address: Fax Number: Q:\Applications \Forms- Applications On Linen- 2006 - Permit Application.doc Revised: 9 -2006 bh Building Permi*o. Mechanical Permit No. Plumbing/Gas Permit No. � 0 . ) Public Works Permit No. Project No. / '1 if) (For office use only) King Co Assessor's Tax No.: .26g 3o 4 yoo Suite Number: New Tenant: State Day Telephone: o7 t'L 4 0 g 7/ 7 State Zip a04 - ?1 - 7Be) Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Floor: Yes ❑..No Zip Zip ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: City State Zip Page 1 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty ' v Bathtub or combination bath/shower 0 Drinking fountain or water cooler (per head) 0 Wash fountain — Gas piping outlets Bidet oe Food -waste grinder, commercial g Receptor, indirect waste 140 Clothes washer, domestic 0 Floor drain ,„,t : 1 Sinks Dental unit, cuspidor 0 Shower, single head trap — Urinals / .3 Dishwasher, c t with independen trai I Lavatory a S Water Closet y / Building sewer et-trailer park-eswcr . 1 I Rain water system — per drain (inside building) Water heater and/or vent I Additional medical gas inlets /outlets - six or more — Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors -' Repair or alteration of water piping and /or water treating equipment _, Repair or alteration of drainage or vent piping --r Medical gas piping system serving one to five inlets/outlets for specific gas ,..- PLUMBING AND GAS PIPING P { ' MIT INFORMATION - 206 - 431 -36 0 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E - Mail Address: 9 Contractor Registration Number: 9 Q: ApplicationsWorms- Applications On Line3-2006 - Pertni! Application.doc Revised: 9 -2000 S / 3 4 7gf D haia y p et,r 15 S •C o ves o LAtaPz 37794/' Valuation of Plumbing work (contractor's bid price): 3oD lC S U1 4 - 0 1 rLA t l o. p�- tc )_ Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: LLJ 92/6g City State Zip Day Telephone: AO - 1 7 4 2 8 7iC Fax Number: av G 70 Expiration Date: Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): .&4.." S — SeA Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Z Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Print Name: Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW \i.,ROR AUTHORIZED I��NT: Signature: ' y , �.¢.t� Mailing Address: 1 /6 op S . /.3 4/-= _ f( Date Application Accepted: / V P---0 Date Application Expires: Staff Initials: 4 1 Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh City Date: /D/ ..V.0 7 Day Telephone: r-,?O to - ovi x-8751 7 (,U f ,e/4 State Zip Page 6 of 6 Parcel No.: 6364200010 Address: Suite No: Applicant: JOEY'S GRILL Receipt No.: R08 -01521 Initials: JEM User ID: 1165 Payee: TRANSACTION LIST: Type Method Payment Check ACCOUNT ITEM LIST: Description doc: Receiot -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 758 SOUTECENTER MALL TUKW IIOLADAY- PARKS, INC. Descriptio Amount 165632 58.00 Account Code PLUMBING - NONRES 000/322.100 RECEIPT Payment Amount: $58.00 Payment Date: 05/07/2008 03:14 PM Balance: $0.00 Total: $58.00 Permit Number: Status: Applied Date: Issue Date: Current Pmts 58.00 2099 05/07 9711 TOTAL PG07 -273 ISSUED 10/12/2007 12/12/2007 58.00 Printed: 05-07 -2008 Parcel No.: 6364200010 Address: Suite No: Applicant: JOEY'S GRILL Receipt No.: R08 -00917 Initials: WER User ID: 1165 Payee: TRANSACTION LIST: Type Method Payment Check ACCOUNT ITEM LIST: Description 758 SOUTHCENTER MALL TUKW HOLADAY PARKS 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 Descriptio Amount 165053 58.00 Account Code PLUMBING - NONRES 000/322.100 RECEIPT Total: $58.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $58.00 Payment Date: 03/26/2008 02:03 PM Balance: $0.00 Current Pmts 58.00 0437 03/26 9711 TOTAL PG07 -273 ISSUED 10/12/2007 12/12/2007 doc: Receiot -06 Printed: 03 -26 -2008 Receipt No.: R07 -02741 Payee: HOLADAY- PARKS, INC. TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description GAS - NONRES PLUMBING - NONRES mid City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665. Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: PG07 -273 Address: 758 SOUTHCENTER MALL TUICW Status: APPROVED Suite No: Applied Date: 10/12/2007 Applicant: JOEY'S GRILL Issue Date: Initials: JEM Payment Date: 12/12/2007 09:36 AM User ID: 1165 Balance: $0.00 Amount Payment Check 163067 892.75 Account Code Current Pmts 000/322.100 137.00 000/322.100 755.75 Total: $892.75 Payment Amount: 5892.75 5949 12/12 9710 TOTAL 892.75 dm* Raraint -06 Printed. 12 -12 -7007 Parcel No.: 2623049023 Permit Number: PG07 -273 Address: 633 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 10/12/2007 Applicant: JOEY'S GRILL Issue Date: Receipt No.: R07 -02243 Initials: WER Payment Date: 10/12/2007 03:51 PM User ID: 1655 Balance: $892.75 Payee: EOLADAY -PARKS 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:Ilwww.ci.tukwila.wa.us TRANSACTION LIST: Type Method Description Amount Payment Check 161954 219.50 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES PLUMBING - NONRES Account Code Current Pmts 000/345.830 000/322.100 RECEIPT 216.25 3.25 Total: $219.50 Payment Amount: 5219.50 363 10/15 , ,710 TOTAL doc: Receiot -06 Printed: 10 -12 -2007 Project: - Type of Inspection: Address* 7,e' AMY( Date Called: Special Instructions: . Date Wanted: (; - 2 7-see p.m. Requester: Phone No: Z — gcr — 3c4.35- - INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 M Approved per applicable codes. ❑ Corrections required prior to approval. 'Date: 4_2 .� 'Inspector: $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: O)c I�t�•� -.'f PG97- 273 ( -,'Alt ' 'Receipt No.: 'Date: COMMENTS: / / ? 17(,--.4 o r (1- /C 134r / , rlR7 or 1 ✓J re,514,0/) s t proed, f c /dr a c LA(., in tVo•-►cny A<S Address: al t , Date Called: p, Special Instructions: Date Wanted: a a.m. Pro i I l Type spection: of I � N t — � 1 Ljsr Address: al t , Date Called: p, Special Instructions: Date Wanted: a a.m. Requester: Phone N 0 ,y o ff -- :, E3—l4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION . Q 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36'0 LI Approved per applicable codes. I Date: ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'inspector: Corrections required prior to approval. 'Receipt No.: 'Date: • COMMENTS: Cy :I‘ 0 j vinf v. ?6►.'.. to ' of Po., � — R'.,•S e Vt n t 77 . <, hro'G 1-It,si f of j,, 1"n- 96t n + C f' Kilt 0.9 16o.F7Or r',,,•5ti rigfe l.-1 407°9 -5 72 ,7(.jr7-6/L (2,/,..,...v,› / '/ p •// l ° (/ / FHA^ Noo 1 /J0 / /l..nl th ( j,i. "Si, i( p! 1 r/ 1..7 l✓! Special Instructions: 1 F I- F C N(•�'M �•a's/+ �- t 1�� /l�`fio� c ,�vl s 41' D �o,,+ o fi5 9 4 <5 € » rl (C/dk , ri ...-. Requester: All p Flp,,,, 0 01 ,,,., fu5 I„ S ca ''r'a(' -''r 6'Ln v..) 1' tic l.Ae hlih ,' b ' '( 2 Orl G/I (ia //1 zj e.,...7e5 Type of Inspection: Address: 75 S 44 4( ( Date Called: --- 6 4-5 Special Instructions: Date Wanted: a•nm. Chlrar Requester: Phone G -u / 5' 5 � IP� 72?3 L I I INSPECTION NO. PEW: NO . CITY OF TUKWILA BUILDING DIVISION 6300 Southcente Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit Approved per applicable codes. ID Corrections required prior to approval. (Inspector: 'Date: - El $60.06REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project Type of I spectio Address: ' 7 ni-h of'A/ '.' 114, Date Called: /( Special Instructions: Date WZ : /ed /O /01 m. . Requester: Phone of _,%8 -' / S 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 p6o7-z 7S PERMIT NO. (206)431- 12<rroved per applicable codes. El Corrections required prior to approval. COMMENTS: - /k/ - � 4/ /Pr i f ) /i_h ; 01141 4441C.Le Date: i� 0 REINSPECTION F REQV1f ED. Prior to inspection, fee must be d at 6300 Southcente lvd., wte 100. Call the schedule reinspection. Receipt No.: 'Date: COMMENTS: p4 . 7- GeMFl — -i 41.44/-<' �Ji' -x Typpf p d''�fi1y1 (/Z [ .2. 64/V — 7fix..or%r7.h7• e, mix) 444 -- 4.604 ,l/ �/ / ~ i �ikf( /I?s'4-. --rve, /l2 e /t 1 . /N Iti !i G A l7i*iii 4/4i/elf- ;A, 1 I / /1,4 / pa /)(45 x.„Li h•ti' i'' Date Waned: � .-� - ( � ( o a m. P arr' Requester: ~— `---' Ph oZ- e 4(Yo-Eq - 1C ! Pro' t: /_ /, i I / C> Typpf p d''�fi1y1 (/Z [ A res : 7 � Cilel ,l/ Date Called Special Instructions: Date Waned: � .-� - ( � ( o a m. P arr' Requester: ~— `---' Ph oZ- e 4(Yo-Eq - 1C ! INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. ❑ Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit Dale; 7 7 PPb7? 73 PE4 NO. (206)431 -3670 / 58.00 REINSPECTIj3N FEE REQ RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., uite 100. Call the schedule reinspection. (Receipt No.: 'Date: ProjecS;/--- Type o Inspect' n: pi PiAlG Addr Date Called: Special Instructions: Date Wanted: '41— !.I — Q Requester: Phone No: INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION' 6300 So uthce nter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: A ) itl-1zeL4446 / p /yu 1 ,fir fRs owe u » n2fets - /a. ? rari- e 7 El $ REINSPECTION FEED EQUIRE . Prior to inspection, fee must be p ' at 6300 Southcenter Blvd., Suite 00. Call the schedule reinspection. (Receipt No.: 'Date: P(.57-z73 COMMENTS: Z ; 111.° - ef /Ve 7 p,(41,,),94...• ?/0.,tain 5 _. '`' 4 10 I le / R *1 We I'l - A id lZ "ii... ‘ 145 LA/ Special Instructions: Date Wanted: 0 Requester: Phone No: N Project ft,d, epry 6ri// Type ognspectjon: t Hogh- / Ai Address: Date Called: Special Instructions: Date Wanted: 0 Requester: Phone No: INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 Approved per applicable codes. I lrector: pa, r eceipt No.: X4Pyte..-f INSPECTION RECORD Retain a copy with permit 'Date: Corrections required prior to approval. DaN_ 3 a EINSPECTION FE REQUIRED rior to inspection, fee must be t 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. COMMENTS: 1p 4. V / i3 & . %/ ,.2 ' /n•--itp./ Cii d / • ,L 15 /Zvr — / o ✓/oa •ei /Vaal- ; j3?.IE'# / . ,6�i, -/e(; , t / fl ./ • ilS)9/'7r r .v4y7 i2�.4-, . pohG�c.J. Special Instructions: p Date Wante : o2 /z roe CO-; p.m. Requester: Project,L.. Type of I spection: Address: 7 S 5/) // 'F,a *, 4147/ Date Called: Special Instructions: p Date Wante : o2 /z roe CO-; p.m. Requester: Phone No: .2_a (5s' - /9'5 PG6 7 -2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 El Approved per applicable codes. ❑ Corrections required prior to approval. ector: Da Ds .00 REINSPECTION FED REQUIRE6. Prior to inspection. fee must be aid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project:, 37e15 t$ r '/1 Type of Inspection: 2t' / ° 44^) hi 'i 5 v Address: 751' Date Called: 1..._ 2t i Special Instructions: Date Wanted: j -2K - o 8 a.m. C.-n: Requester: T. y Phone No: 3 1 z2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -370 Approved per applicable codes. El Corrections required prior to approval. 1 1 COMMENTS: p2, ot) !Inspector: 'Date: 1— 2 -og 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: s -� _. _- - `i�s - Project: 004/S Gr.'II Type of Inspection: Address: 7s8 5 di,e4.4- Mil Date Called: / -L3 Special Instructions: Date Wanted: / - 23 - a.m. Requester: r.Acy Phone No: 996 1 f l TYS INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 rA Approved per applicable codes. E1 Corrections required prior to approval. COMMENTS: vh / /P-I (74 -1 ' '/L g PI s`r. kl //✓ Inspector: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: x fl07 -273 'Date: PERMIT NO. (206)431 -36 Project :10475 6" ti ( Type of Inspection:, frr og"rwi 1.■p f k -.., Address: 75's" 52,it.r.fer mcil Date Called: I-ty-oic Special Instructions: Date Wanted: a.m. Requester: - iff 1 Phone No: 296 8 1117 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El _Approved per applicable codes. Inspector: - • . INSPECTION RECORD Retain a copy with permit PG-07 -273 PERMIT NO. 1 (206)431-3$7 LJ Corrections required prior to approval. COMMENTS: ea Do a 5 r cirt Pikes — Date: El $58.00 rEINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. !Receipt No.: Date: Revised February 2001 FEATURES FtLE COPY — ! M o eJUVUU u u u I rev ,F, approval is subject to errors and a�m.ssle Large volume tanks (1 d07i o6'rl1 k?00 r =O h° Fitting locations of these custom -line tanks matctre101 . RCS% of normal installation plus those for the Cer -Temp 80 or --'- - Shure -Temp systems RECEIVED CITY OF TUKWILA MAR 13 2008 PERMIT CENTER SIZES FROM 140 TO 1,000 GALLONS - ASME code steel tanks are constructed of code material. For extremely severe or special applications, ASME code tanks are available in stainless steel or silicon bronze. Larger sizes, consult factory representative. ASME CODE CONSTRUCTION - All tanks are constructed to the requirements of the ASME. ASME code tanks are available in 100, 125, 150 and 160 psi working pressures (125 psi working pressure - standard). Consult factory for ASME code tanks with greater or lesser working pressures, with special configurations or materials. INSULATION - Entire tank is surrounded with high density fiber glass insulation to reduce costly heat loss; non - sagging and vermin - proof. To meet ASHRAE 90.1b -1992 standard depth of insulation cavity requires use of remote bulb -type tank temperature control and thermometer. CABINET - Heavy gauge steel with high quality powder coat paint provides additional insulating qualities for greater energy savings. LININGS AND COATINGS - Each lining and coating has particular capabilities and limitations. Please consult the factory for recommendations on the uses of linings for specific applications. Thorough investigation on the service life of CUSTOM -LINE INSULATED STORAGE TANKS MODELS TJV AND TJH PLETE LTR# 1 MEETS OR EXCEEDS THE REQUIREMENTS OF ASHRAE 90.1b-1992 '4 16 1 N 'iv TANDARDS FOR STANDBY LO steel tanks with protective coatings or linings has led to the recommendations of the following linings: • Glass - lined - These are normally stocked tanks for water storage up to 180 °F, with glass lining to prevent corrosion and addition of rust to water. The glass lining was developed over many years of ceramic research for a wide variety of conditions. • Cement - A special formulation of cement provides excellent corrosion protection. Available on 200 gallon and larger sizes. A manhole or handhole is included for application of cement lining. • Epoxy - The application of specially formulated epoxy makes this lining suitable for cold or hot water storage. A manhole or handhole is included for application of epoxy lining. Available on 200 gallon and larger sizes. CATHODIC PROTECTION - Glass - lined, cement and epoxy tanks are furnished with anodes designed for maximum protection. ACCESSORIES -Tanks will be supplied with the fittings located as indicated on the drawings unless specified otherwise. A manhole or handhole is included on cement or epoxy tanks. A manhole or handhole is optional on glass -lined tanks. A 413.0 MODEL AND GALLON CAPACITY B C D E F G H TJV - 140 87 30 20 53 8 1 1 /2 2 1 /2 5 5/8 TJV -200 83 36 22 45 10 1 1/2 2 1/2 7 3/4 TJV -250 93 36 23 58 10 1 1/2 2 1/2 7 3/4 TJV -350 100 42 231/2 57 14 11/2 21/2 91/2 TJV -400 105 42 231/2 64 14 11/2 21/2 91/2 TJVT -500 100 48 27 52 16 11/2 3 115/16 TJV - 500 84 54 27 3/4 33 1/4 18 1 1/2 3 12 3/4 TJV -750 116 54 27 3/4 65 1/2 18 1 1/2 3 12 3/4 TJV -1000 150 54 27 3/4 97 1/2 18 1 1/2 3 12 3/4 A 414.0 G I v1/4 I G -V W 3/4" 1 " t : 41/4" 1- _1 _ I k �. G Y fi c ` 4 F i1 1 1 4 -H + H - • TJV -140 THRU TJV -1000 FIGURE 1 NOTE: Inspection openings, i.e., handholes and manholes, are optional and are to be included with glass lined tanks only when specified. Tanks so equipped are f.o.b. Seattle. Other tanks to 66" diameter and 3500 gallon are available on special order. All openings Female Pipe Thread except as noted. "F" opening Male Pipe Thread. For COPPER TUBE TANK HEATERS refer to hi -draw stor- age tank and coppertube tank heater catalog sheet. Single & U.L. approved double wall "U" tube heating coils avail- able. Add "ES" suffix to model number for single wall coils and 'ED' for double wall coils. LIMITED WARRANTY OUTUNES GLASS- LINED, CEMENT, EPDXY: If the tank should leak any time during the first five years, under the terms of the warranty, A. O. Smith will repair or replace the tank; installation, labor and handling extra. BLACK STEEL: If the tank should leak on installation, under the terms of the warranty, A. O. Smith will repair or replace the tank; installation, labor and handling extra. NOTE: THIS OUTLINE IS NOT A WARRANTY. For complete information, consult the written warranty or A. O. Smith Water Products Company. Warranty does not apply to product installed outside of the United States of America or its territorial possessions and Canada. SUGGESTED SPECIFICATION Jacketed insulated ASME storage tank shall be A. O. Smith model . Capacity to be gallons with enclosed insulation of sufficient thickness to meet requirements of ASHRAE 90.1b -1992 standard. Tank(s) shall be constructed and stamped according to ASME specifications for psi working pressure. Optional (11" x 15" manhole, 4" x 6" handhole, or [2] 2" threaded) inspection opening(s) shall be supplied, if required. The tank to be constructed of carbon steel and shall be lined with (glass, epoxy or cement). Tanks shall be equipped with the number and size of magnesium anode rod(s) sufficient to provide adequate protection for the tank lining. Tank(s) shall be (vertical or horizontal design). A.O. Smith Water Products Co., Inc. On Line www.hotwater.com For Technical Information Phone: 800 -527 -1953 A. O. Smith Water Products Company Irving, TX A Division of A. O. Smith Corporation A. O. Smith Corporation reserves the right to make product changes or improvements at any time without notice. A 416.0 © A. O. Smith Corp., 2001 Printed in U.S.A. PENNANT Standard Equipment Sizing Data RECEIVED CITY OF TUKWLA MAR 13 2008 PERMIT CENTER Size 200 300 400 FE ° COPY • ASME 160 psi working pressure heat exchanger • ASME "H" stamp • Flanged water connections • Glass -lined headers • External header gaskets • 75 psi (517 kPa) ASME rated pressure relief valve (PNCH) • 125 psi (861 kPa) ASME rated pressure relief valve (PNCV) • Multiple operating gas valve/ pressure regulators • Temperature pressure gauge Input Output MBTU /h kW MBTU /h kW 199.9 58.6 300.0 87.9 399.9 117.2 169.9 49.8 255.0 74.7 339.9 99.6 • Manual "A" gas valve • Intake air filter • Removable burner tray(s) • Stainless steel burners • Built -in fan for Category I or 111 vent systems • Air pressure switch • Blocked vent switch • Burner site glass • 24V control system • 115/24V transformer • Flow switch INCOMPLETE LTR# � RE ISION N0. • IBR Net Rating MBTU /h kW 144.4 42.3 216.8 63.5 288.9 84.6 Pump Mounted Boiler and Water Heater PNCH Hydronic Boiler r PNCV Volume Water Heater Indoor /OutdoorSizes 200 -400 Submittal Data 'a& Gas Conn. Size inches 3/4 NPT 1 -1/2 NPT 3/4 NPT 1 -1/2 NPT 3/4 NPT 1 -1/2 NPT Needing 5ysiems Company • Manual reset high limit • Fusible link (size 200) • Electronic staging control • Two -stage firing • Certified for indoor or outdoor use • Hot surface ignition • On /off toggle switch • Pump time delay • Diagnostic lights • Less than 30ppm NOx Water Conn. Size inches Shipping Weight lbs kg 290 132 320 145 350 159 NOTES: 1. Input and output must be derated 4% per 1000 feet above sea level when installed above 2000 feet altitude. 2. Dimensions are nominal. 3. For other boiler ratings: Boiler Horsepower: HP = Output/33,475 Radiation Surface: EDR sq. ft. = Output/150 IBR sq. ft. = Net IBR /150 1150---21 Size A Air Conn. B" Vent Conn. C* Horiz Vent Pipe in cm in cm in cm in cm 200 20'/2 52 4 10 5 13 4 10 300 26 67 4 10 6 15 5 13 400 33'/2 85 6 15 7 18 6 15 Dimensional Data 59 15 19.9 50 GAS CONNECTION LEFT SIDE VIEW 00 18.1 46 0 e• 0 c* 5.9 15 TOP VIEW A FRONT VIEW REAR VIEW 'Air and vent connec ions may be on top or back of the Pennant, and are field convertible. FLOW SWITCH OUTLET INLET 28.8 73 GAS CONNECTION 12.7 32 23.8 60 Dimensions shown in inches cm. 5 25 13 5.9 15 RIGHT SIDE VIEW 14.6 37 Size 20 °F Flow gpm. 11 °C Flow Ipm 25 °F Flow gpm 14 °C Flow !pm 30 °F Flow gpm 17 °C Flow Ipm 35 °F Flow gpm- 19 °C Flow Ipm 200 17 64 C1) 51 11 43 10 37 300 26 98 20 77 17 64 15 55 400 34 129 27 103 23 86 19 74 Water Flow Requirements Recovery Data NOTE: GPH = gallons per hour, L/h = Liters per hour Minimum Clearances from Adjacent Construction s TEMPERATURE RISE NORMALWATER Flow Temp Flow Temp gpm Rise °F Ipm Rise °C 35 10 133 5 35 15 133 8 35 19 133 1 HARD WATER Flow Temp Flow Temp Size gpm Rise °F Ipm Rise °C 200 45 8 170 4 300 45 11 170 6 400 45 15 170 8 WATERTEMPERATURE RISE IN DEGREES SOFTWATER Flow Temp Flow Temp gpm Rise °F Ipm Rise °C 23 15 87 8 23 22 87 12 23 30 87 16 40 °F 22 °C 50 °F 28 °C 60 °F 33 °C 70 °F 39 °C 80 °F 44 °C 90°F 50 °C 100 °F 56 ° C 120 °F 67°C 140 °F 78 °C Size GPH L/h GPH L/h GPH L/h GPH L/h GPH L/h GPH L/h GPH L/h GPH L/h GPH L/h -* 200 510 1928 408 1542 340 1285 291 1100 255 964 227 858 204 771 170 643 146 . 552 300 765 2892 612 2313 510 1928 437 1652 383 1448 340 1285 306 1157 255 964 219 828 400 1020 3856 816 3084 680 2570 583 2204 510 1928 453 1712 408 1542 340 1285 291 1100 Required Clearance from Suggested Service Applia CombustibleMateriat Access Clearance Surface inches cm inches cm Left Side 1 2.54 24 61.0 Right Side 1 2.54 24 61.0 Top 1 2.54 12 30.5 Back* 1 2.54 12 30.5 Front 1 2.54 36 91.4 Vertical Vent ** (Category 1) 6 15.2 Horizontal Vent (Category 3) per UL1738 venting system supplier's instructions * When vent and/or combustion air connects to the back, recommended clearance is 36" 91cm. ** 1" when b -vent is used. ,,,, A .1= 1 121 1111151104MC 1,7' ,.. . dear tor..., .. . . . . ,. .• . , ,, , . . . . ".....51.H.:,:,. t,,.... . H ilPiTil TN fit.'l ::!::1.117.,:. Us V Vilib , F COPY ASME THERMAL EXPA14§46WaBSORBERS The Best Solution for Controlling Thermal Expansion RECE. CITY OF TUKWILA MAR 1 3 2008 PERMIT CEN INCOMPLETE r REVISIO sr ._': Closed Potable Hot Water System without THERM- X -TROL® Backflow preventer, pressure reducing valve or meter causes expanded (heated) water to build pressure causing the relief valve to open resulting in... • Wasted BTU's • Shortened water heater life • Wasted municipal water and sewer dollars • Potential safety hazard for homeowner The THERM- X -TROL* is designed to eliminate this problem by providing control of maximum pressures at a level below the relief valve setting. It also provides an additional space in the system to accommodate the increased volume of water created by thermal expansion, returning it to the system when hot water delivery is demanded. Maximum pressure is kept well below the relief valve setting by the THERM -X -TROL, with its pre- charged air cushion that is separated from system water. The relief valve does not open, therefore "spillage" is eliminated (Diagram 2). Closed Potable Hot Water System with THERM- X -TROL Expanded (heated) water is absorbed by THERM- X -TROL" which means... • Water heater and fixtures are protected • Eliminates BTU and water waste, saving money and energy • No dangerous pressure build -up in the system • Relief valves will not be triggered • Potential safety hazard reduced Table of Contents THERM- X -TROL Expansion Tanks 2 What is Thermal Expansion? 2 THERM -X- TROL The Market Leader 3 Specifications and Sizing 3 Typical Installations and Specs 4 A1V1TR©L' What Is Thermal Expansion? With modern plumbing codes mandating backflow prevention, thermal expansion can cause pressure buildup in domestic water systems. When demand is put upon a potable water system, hot water is drawn from the water heater. Cold water from the supply line enters the water heater to replenish it. The colder water is heated to replace the hot water used. With the installation of a backflow preventer, check valve or pressure reducing valve on the supply line, the water heater and the system piping form a closed plumbing system under pressure. As the water is heated, thermal expansion occurs. Pressure increases until the relief • valve opens and the expanded water "spills" from the water heater. This "spillage" results in wasted BTU's and a potential safety hazard for the homeowner (See Diagram 1). Fixture Closed Diagram 1 Unsafe pressure increases without THERM- X -TROL` c 120•F (49 210°F (99°C) 150 P IG (10.5 bar) RELIEF VALVE SPILL Fixture Closed Diagram 2 Limited pressure saves water and energy with THERM- X -TROL` cws ►- BFP, PRV Closed THERM -X -TROL 120 °F (49 •C) 210 °F (99 °C) 150 PSIG (10.5 bar) RELIEF r VALVE NO SPILL DD rg f r / d�! ( ( ( 1 11 � �. Y'y ,IS. d $ $ F .k 3 3(,,9 ^lY4 d II4 / J bG 7 7 � ; � t ' ' ?g, t � C The Market Leader • e1 choice of Professional Installers in USA • Safest and most cost effective way to control Thermal Expansion • Easy to install - Maintenance Free • The Innovator of Thermal Expansion Control in Closed Potable Hot Water Systems • Recognized Industry Leader in Quality, Design, Manufacturing, Delivery and Service • Broadest line of sizes and models (37 models, ASME code and non code) • First to offer 5 year limited warranty • First to obtain ANSI /NSF61, IAPMO* & SBCCI' Based on 40 °F (4 °C) incoming supply water temperature and water heaters protected with 150 psi (10.5 bar) relief valve and supply line pressure up to: 60 psi (4 bar) 50— 100 200 600 1000 2000 5000 Aquastal Setting (Deg, F) .170 '130 140 150 160 170 170 sc- 3°4-° g51 ( 1 1 1 I 49 .54 80 66 .71 77 82 Agw.at Belting peg. C) 169 377 764 1885 1 3770 7640 18850 30 60 100 20 f ▪ 500 Apasal Selene (Deg. F) 120 130 140 160 180 170 180 1 1 I I I I 49 64 60 56 71 77 82 Agootnt semno ID.,. C7 113 189 377 764 1885 1000 3770 2000 7540 5 0 90 psi (6 bar) Specifications and Sizing Pressure -vs. Temperature Increase in Closed'Piping Systems .:: TEMPERATURE F° 65 -- 70 "':Z5 - 80 185 4 26 TEMPERATURE c P R ' E s s u` R E B A R 2000 — 3000 — 5000- 17 10000 20000 Aguaslat Seigel) (Deg. F) 120 130 140 150 160 170 1 1 1 1 1 180 Use Multiple Ihertn- X-lndls 1. Divide 78nk VoWme by 2 2. Select Model Isom Cited 3. Use 2 Selected Models in System 1 1 1 I 1 I I 48 54 80 66 71 77 82 Ageestel Setting IO.g. C) —7540 11310 18650 —37700 75400 Superior Performance with AMTROL's Heavy -Duty Butyl Bladder F c s5 l City 01 Los Angeles * IAPMO - International Association of Plumbing and Mechanical Officials SBCCI - Southern Building Code Congress International c l x s aj.la eel I ratio General Usage • Office Buildings • Apartment Buildings • Elderly Housing • Extended Care Facilities • Condominiums /Large Residential • Food Service (other than Restaurants) • Laundromats • Hospitals • Hotels and Motels • Schools and Dormitories THERM -X -TROL ASME Specifications The pressurization system shall include a THERM- X -TROL, diaphragm or bladder type expansion lank which will accommodate the expanded water of the system generated within the normal oper- ating temperature range, limiting this pressure increase at those components in the system to the maximum allowable pressure at those components. 11 shall maintain minimum operating pressure. Furnish and install as shown on plans a gallon(liter), in.(mm) diameter X in.(mm) (high) AMTROL, model ST- ( -C). The expansion tank shall be welded steel, constructed, tested and stamped in accordance with Section VIII, Division 1 of the ASME Code for a working pressure of 125 psig (8.6 bar), 150 psig (10.5 bar) , factory air pre- charged and field adjustable. All welds conforming to ASME Section IX. All internal parts must comply with FDA regulations and approvals. The tank shall be supported by steel legs or a base (integral ring mount) for a vertical installation. Each tank shall have a steel shell and an internal butyVEPDM diaphragm or butyl bladder with code approvals ANSVNSF 61 used to isolate the air charge from fluid. The manufacturer shall be AMTROL Inc. The manufacturer shall have al least five years experience in the fabrication of bladder / diaphragm -type ASME expansion tanks. NSF Model No. ST -5 -C ST -12 -C ST -20V -C ST -30V -C ST -42V -C ST -60V -C ST 70V -C ST -80V -C ST- 120V -C ST- 180V -C ST210V -C Diameter (A) ins. mm Total Volume Gals. Lit. 2.1 6.4 8.0 14.0 17:5 25.0 34.0 53.0 66.0 77.0 90.0 8 24 30 53 66 95 129 200 250 292 341 Max.Acceptance Gals. Lit. .9 3.2 :3.2 10.5 1 11.3 11.3 34 .34 34 34 3.44 12.0 12.0 33.9 42.9 42.9 42.9 130 130 130 130 10" 12° 12" 16'/4" 16 1 /4" 16'/4" 16'/4 " -., 24" 24" 24" 24" 254 305 :305 419 419 419 419 610 .610 610 610 Height (B) ins. mm 10 3 /6" 13 3 /6" .20'1/16" 19 6 /16" .25 ,3/16 " 34" 42 /ti" 40' /z" 47 3/+' 52 6 /e" .60" 264 340 510 491 640 864 1076 1029 1213 1337 1524 System Connection 3 /4" NPT 3 /4" NPT 3 /4" NPT 3 /4 "NPT 3 /4 !NPT 3 /; NPT 3/4" NPT 1 '/4" NPT 1 .NPT; 1 1 /4' NPT 1 1 /4" .NPT Ship Weight lbs. kg 21 26 41 84 90 96 123 229 258 288 "318 9.5 12 19 38.1 41 44 56 104 117 131 144 Maximum Working Pressure: 150 PSIG (10.5 bar) THERM -X -TROL Replaceable Bladder Design ASME Tanks Model No. ST- 447 -C ST -448 -C ST 449 =C': ST -450 -C .ST -451 -C ST -452 -C ST- 453 -C.' ST -454 -C ST- 455 -C ST -456 -C ST -457 -C Height (8) ins. mm Diameter (A) ins. mm Total Volume Gals. Ut. 53.0 80.0 106.0 132.0 158.0 211.0 264.0 317.0 370.0 422.0 528.0 '200 300 400 500 600 800 1000 1200 1400 1600 2000 24" 24" 24" 24" 30" 30" 36" 36" 36" 48' 48" 610 610 610 610 762 762 914 . 914 914 1220 1220 45 1/4" 59 1 /e" 73 •/e" 86 6 /e 73 V4" 91" .85 6 /e" 98" 110 3 /e" 81 1 /6" 97 1150 1502 1857 2200 1861 2317 2175 2489 2804 2080 2470 System Connection. 2 " NPT 2" NPT 2" NPT 2" NPT 2' NPT 2" NPT 3" NPT 3" NPT 3" NPT 3" NPT 3" NPT lbs. Ship Weight kg 263 308 353 391 508 760 810 914 1,018 1,655 1,925 120 140 161 178 230 345 36B 415 462 750 873 Maximum Working Pressure: 125 PSIG (8.6 bar), 150 PSIG (10.5 bar). Maximum Allowable Working Temperature: ST -5•C through ST-210V-G: 200 "F (93 °C); ST-447•G Through Sr- 457•C: 240°F (115"C). Standard Factory Precharge: 55 PSIG (3.8 bar). All Models haled by NSF 61 (excluding ST -447 -C Through ST- 457 -C). ST -447 -C through ST -457 -C are replaceable bladder design. "Refer to installation manual for warranty information or visit our website at www.amtrol.com Corporate Headquarters 1400 Division Road, West Warwick, RI 02893 Telephone: 401 - 884 - 6300 • Fax: 401 -884 -5276 AMTROL Canada, Ltd. 275 Shoemaker Street, Kitchener, Ontario N2E 3B3 Telephone: 519 -748 -1138 • Fax: 519 -748 -4231 AMTROL Asia Pacific Ltd. 89 Owen Road, Singapore 218902 Telephone: 65 4611 • Fax: 65 -6294 3231 w w w . a m t r o I. c o m In the interest of continuous development AMTROL, Inc. and Its subsidiaries reserve the right to alter designs and specifications without prior notice. Pan P 9017 -104 MCP 4091 (8/04) Therm -X- Trot'• and the AMTROL" logo are registered trademarks of AMTROL, Inc. ST -5 -C, ST -12 -C ST -1113V-C to ST- 210V -C ST-201/-C to ST-70V-C ST -447 -C to ST -457 -C MADE IN USA ®2004 AMTROL Inc. Printed in USA INSTALLATION # OPERATION INSTRUCTIONS THERM- X -TROL° Thermal Expansion Absorbers ST-6"-C Throu h ST-2101 , -C A A 1 L T West Warwick, Rhode Island 02893 PLEASE READ THE FOLLOWING INSTRUCTIONS CAREFULLY This product must be installed by a qualified professional. EXPLOSION HAZARD. Failure to follow the instructions in the accompanying product manual can cause a rupture or explosion; possibly causing serious or fatal injury, leaking or flooding and /or property damage. lAWAR IAWARNINGI FOL- T Use only potable water. Do not operate in a setting where the temperature can exceed 200° F or fall below 35° F and do not exceed the maximum working pressure speci- fied for this product. lAWARNINGI RUPTURE OR EXPLOSION HAZARD. Like most pressurized tanks, this tank can over time corrode, weaken, and burst or explode. ILLWARNING1 Do not adjust the pressure or re- pressurize this product except for any adjustments at the time of the initial installation when the product is new. lAWARNINGI Do not locate this product where leaking or flooding could cause damage to the surrounding area. Chlorine & Aggressive Water Warning. The water quality can significantly influence the life of your product. You should test for corrosive elements, acidity, total solids,.and other relevant contaminants, including chlorine and treat your water appropriately to insure satisfactory performance and prevent premature failure. lAWARNINGI lAWARNING1 State of California Residents. This product contains a chemical known by the State of California to cause cancer. This product contains a chemical known by the State of California to cause birth defects or other reproductive harm. Pre - Installation 1. Visually inspect THERM- X -TROL for any damage. If damage exists return roduct for replacement. 2. Adjust pre - charge to equal incoming pressure. 3. Replace and tighten plastic cap on air fitting. For commercial water heater installations, contact AMTROL for information. Installation 1. Install the THERM -X -TROL on the Cold Water Supply (CWS) line 10 the water heater at a point between the water heater and backflow preventer, check valve or pressure reducing valve (see Figure 1). 2. Once the THERM -X -TROL is installed, check the CWS line for any leakage. Make repairs if necessary. 3. Before the initial firing of the water heater, open any hot water fixture and draw water until all air is removed from the system. Turn the water heater temperature control to desired ending temperature level, (see water heater instructions). 4. To relieve initial thermal expansion, slightly open a hot water faucet. Continue until water heater aquastat temperature is satisfied. Once heater is at its operating range, no further bleeding of expanded water is required. IAWARNINGI Figure 1. 5. The system water heater and THERM -X -TROL will now be operational. The THERM -X -TROL will control temperature and pressure increases caused by thermal expansion to a level well below the water heater relief valve setting. Maintenance 1. A professional plumber should check the complete heating system, including the THERM -X -TROL, yearly and more frequently as the system ages. Operation 1.The THERM -X -TROL is installed in the supply line between the backflow preventer and the water heater. Its sealed -in air pre- charge prevents water from entering it until the system pressure exceeds the pre - charge pressure. 2. As the water temperature rises, expanded water enters the THERM- X- TROL's non - corrosive water reservoir. The pre- charged air chamber absorbs the pressure increase, keeping system pressures below the relief valve setting. 3. As hot water is used, the pressure in the air chamber forces water back into the system until the THERM -X -TROL is empty. At this point, the pressure in the air chamber once again equals the supply pressure. 4. Water treatment is not to exceed 200° F or fall below 35° F. NOTE: Models are listed (ST -5 -C thru ST- 210V -C) under ANSI /NSF Std 61 and City of Los Angeles. MARK OF THE ORIGINATOR " All ST C Series models come with a 1 year warranty. See reverse side for warranty information. Revised 3/05 Part #9017 -091 BACK FLOW PREVENTER CHECK VALVE OR PRESSURE REDUCING VALVE Relief Valve CWS THERM- X -TROL• ST -5C, ST -12C Hot Water CWS THERM- X -TROL ST -20V -C through ST- 210V -C Water Heater Hot Water AMTROL® INC. LIMITED PRODUCT WARRANTY Products covered: all Products manufactured by AMTROL Inc. ( "AMTROL "). This warranty cannot be transferred - it is extended only to the original Purchaser or First User of the Product. By accepting and keeping this Product you agree to all of the warranty terms and limitations of liability described below. IMPORTANT WARNING - READ CAREFULLY THE INSTALLATION, OPERATING AND MAINTENANCE INSTRUCTIONS MANUAL ("MANUAL") to avoid serious personal injury and /or property damage and to ensure safe use and proper care of this product. Who Receives AMTROL's Product Warranty AII purchasers or first users of the new Product. The Warranty is non - transferable. What is covered by this Warranty AMTROL warrants to the purchaser or first user of the new Product that at the time of manufacture, the Product is tree from detects in material and work- manship. Any warranty claim must be made within one (1) year unless another time period is set forth in the Manual, measured from the time the Product was purchased. What AMTROL Will Do If You Have a Covered Warranty Claim In the event of a breach of the foregoing warranty, AMTROL will at its option either make repairs to correct any defect in material or workmanship Q supply and ship either new or used replacement parts or products. AMTROL will not accept any claims for labor or other costs. What This Warranty Does Not Cover — Exclusions and Limitations This Warranty does not cover any failure or problem unless It was caused by a defect in material or workmanship. In addition, this Warranty shall not apply: • it the Product is not correctly installed, operated, repaired or maintained as described in the Manual provided with the Product; • to any failure or malfunction resulting from abuse (including freezing); improper or negligent: handling, shipping (by anyone other than AMTROL), storage, use, operation, accident; or alteration, lightning, flood or any other environmental condition; • to any failure or problem resulting from the use of the Product for any purpose other than those specified in the accompanying Manual or alteration of any part of the product; • if the Product is used anywhere except the United States, its territories or possessions, or Canada; • this Warranty does not cover labor costs, shipping charges, service charges, delivery expenses, administrative fees or any costs incurred in removing or reinstalling the Product; • this Warranty does not cover any claims submitted to AMTROL or an AMTROL - authorized distributor or retailer more than 30 days after expiration of the applicable warranty time period described in this Warranty; • this Warranty also does not cover repair or replacement costs not authorized in advance by AMTROL. Additional Warranty Limitations ALL IMPLIED WARRANTIES, INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PUR- POSE ARE SPECIFICALLY DISCLAIMED. Some states do not allow limitations on how long an implied Warranty lasts, so the above limita- tion may not apply to you. Limitations of Remedies THE REMEDIES CONTAINED IN THIS WARRANTY ARE THE PURCHASER'S OR FIRST USER'S EXCLUSIVE REMEDIES. IN NO CIRCUM- STANCES WILL AMTROL BE LIABLE FOR MORE THAN, AND PURCHASER -FIRST USER'S REMEDIES SHALL NOT EXCEED, THE PRICE PAID FOR THE PRODUCT. IN NO CASE SHALL AMTROL BE LIABLE FOR ANY SPECIAL, INDIRECT, INCIDENTAL OR CONSEQUENTIAL DAM- AGES, WHETHER RESULTING FROM NONDELIVERY OR FROM THE USE, MISUSE, OR INABILITY TO USE THE PRODUCT OR FROM DEFECTS IN THE PRODUCT OR FROM AMTROL'S OWN NEGLIGENCE OR OTHER TORT. This exclusion applies regardless of whether such dam- ages are sought for breach of warranty, breach of contract, negligence, strict liability, in tort or under any other legal theory. Such damages include, but are not limited to, inconvenience, loss or damage to property, mold, Toss of profits, loss of savings or revenue, loss of use of the Products or any associated equip- ment, facilities, buildings or services, downtime, and the claims of third parties including customers. Some states do not allow the exclusion or the limi- tation of incidental or consequential damages, so the above limitation or exclusion may not apply to you. What To Do If You Have a Problem Covered By This Warranty Any covered Warranty service must be authorized by AMTROL. Contact the person from whom you purchased the Product, who must receive authorization from an AMTROL distributor or AMTROL. If you do not receive a prompt response, call AMTROL directly at 877- 517 -9673. Notice of a Warranty claim should be submitted by the authorized distributor to AMTROL at the following address: AMTROL Inc. Warranty Claim Dept. 1400 Division Rd. West Warwick, .RI 02893 Before AMTROL determines to provide any replacement part or Product, it may as a pre - condition to making such a determination require that the warranty claimant ship the Product, postage prepaid to an authorized AMTROL distributor, or to AMTROL and provide proof of purchase evidenced by the original sales receipt or Product registration. Replacement Product Warranty In case of replacement of a Product or any component part, AMTROL reserves the right to make changes in the design, construction, or material of the substitute components or products, which shall be subject to all of the terms and limitations of this Warranty, except that the applicable warranty periods shall be reduced by the amount of time the warranty claimant owned the product prior to submitting notification of the warranty claim. AMTROL Inc. • 1400 Division Road • W. Warwick, Rhode Island 02893 • Telephone 401-884-6300 • Fax 401- 885 -2567 fie AMTROL krpo end Therm -X -Trot are registered trademarks of AMTROL Inc. Revised 8/03 SEISMIC HOLD-DOWN INFORMATION LAARS PENNANT BOILER SIZE STRUT LENGTH 200 39 1/2" 300 51 1/2" 400 63 1/2" Heating Systems Company Dept /A ppErg rpfkaT;onsEnginecetr.o/DimenPen. ..rennant Sei51111C 4'01 sieg PEA INTEGRAL BOILER SUPPORT RAIL (Ts/P.) ANCHORAGE PER UBC REQUIREMENTS AND/OR ENGINEERS SPECIFICATION. (I) .e--.17.3" CENTER TO CENTER HOLD BOTH LENGTHS OF STRUT AGAINST INSIDE SURFACES OF BOILER RAILS BEFORE BOLTING TO CONCRETE OR STEEL FRAME RECE CITY OF TUKWILA MAR 1 3 ZU08 PERMIT CENTER 1-1/4"X1-1/4" STRUT '1\11E9211_ BOILER:SCA:PORT aAtotrio.) r.14 BOILER FRONTfl INCOMPLETE REVISION NO. T 21-S March 12, 2008 tie City of Tukwila Attn; Building Department — Dave Larson Reference: Joey's @ South Center Permit # PG07 -273 Sincerely, Doug Brown Plumbing and Piping Division Estimator /Project Manager (206) 248 -9700 cell (206) 852 -1483 Holaday- Parks, Inc. www.holadayparks.com ❑ wa.reg.no.HOLADPI379NO / ak.reg.no.AA0518 Via email WA: 4600 S 134th PI, PO Box 69208, Seattle, WA 98168 ❑ 206.248.9700 206.248.8700 AV• 1O'')A RA...GL.. C ., i.L..,..l. n AV AA7AA ❑ AA7 ACS) A171 / F.... AA7 AC')']O. Dear Mr. Larson, please review the responses to your letter dated 3/6/08 1. Drawings are now clouded (see attached) 2. Equipment specs included 3. Boiler attachment detail included 4. Engineering approved current boiler location in relationship to flue and air intakes 5. Structural included 6. LAC-1) is Westfield equipment and now shown on HP drawing P2.03 in actual location Please feel free to contact me with any questions. My cell phone is listed below. March 6, 2008 Peggy Peel 4600 S 134 PI Seattle WA 98168 RE: Letter of Incomplete Application # 1 to Revision #1 Plumbing/Gas Piping Permit Application PG07 -273 Joey's Grill — 758 Southcenter Mall Dear Ms. Peel, This letter is to inform you that your permit revision received at the City of Tukwila Permit Center on March 4, 2008 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department needs to be addressed: Building Department: Dave Larson at 206 431 -3678 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, �a- renda Holt Permit Coordinator Enclosures File: PG07 -273 City of Tukwila Department of Community Development Jack Pace, Director P:\Permit Center".lncomplete Letters\2007\PG07 -273 Inc Ltr #1 to Rev # 1.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 Determination of Completeness Memo Date: March 6, 2008 Project Name: Joey's Grill Permit #: PG07 -273 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please cloud all proposed revisions on plans. This will clarify scope of revision. 2. Please provide equipment specifications. 3. Please provide details for anchorage of new equipment. 4. An elevation view would be helpful to show installation. One concern would be the proximity of new boiler exhaust relative to other equipment intakes. 5. Are these units sitting on mall equipment pads designed for this purpose or will some building modification be necessary. If so, provide details. 6. What is LAC -1J shown on roof plan. Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. November 7, 2007 Peggy Peel 4600 S 134 PI Seattle WA 98168 Dear Ms. Peel, Bill Rambo Permit Technician Enclosures File: PG07 -273 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 to Correction Letter #1 Plumbing/Gas Piping Permit Application PG07 -273 Joey's Grill — XXX Southcenter Mall This letter is to inform you that your permit application received at the City of Tukwila Permit Center on October 12, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department needs to be addressed: Building Department: Dave Larson at 206 431 -3678 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted throufh the mail or by a messen -er service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, 4 c .e.-Pcin✓ P:\Pennit Center\Incomplete Letters\2007\PG07 -273 Inc Ltr #1 to Corr Ltr #I.DOC wer Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 Determination of Completeness Memo Date: Nov. 6, 2007 Project Name: Joey's Grill Permit #: PG07 -273 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 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. The proposed grease waste line extending to the rooftop exhaust fan connected to the type 1 kitchen hood below will need further substantial documentation to prove that grease will flow through a horizontal waste pipe without water as a transporting vehicle, even with heat trace tape. Also, please provide examples of other facilities that have successfully used this method of grease disposal. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. October 29, 2007 Peggy Peel 4600 S 134 P1 Seattle WA 98168 RE: CORRECTION LETTER #1 Plumbing/Gas Piping Application Number PG07 -273 Joey's Grill — XXX Southcenter Mall Dear Ms. Peel, This letter is to inform you of corrections that must be addressed before your mechanical permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Public Works Department has no comments. Building Department: Allen Johannessen, at 206 433 -7163, 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 messenger service. If you have any questions, please contact me at (206) 431 -3670. xc: File No. PG07 -273 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director P:\Pemtit Center\ Correction Letters \ 2007\PG07 -273 Correction Ltr #1.DOC wer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: October 24, 2007 Project Name: Joey's Grill Permit #: PG07 -273 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, 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. The plans show grease waste on the roof coming from the grease hood exhaust fans (GW DN) dumping into a 1 1 /2" drain pipe. The conoem is grease buildup that would potentially plug up the drain pipe. The mechanical code recommends a grease reservoir. Please provide a method for grease containment reservoir, or show a pipe design where grease will not build up to plug up the pipe or show a periodic inspection schedule of the drain pipe with a method for grease removal. (IMC 506.5.2) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ACTIVITY NUMBER: PG07 -273 DATE: 04 -29 -08 PROJECT NAME: JOEY'S GRILL SITE ADDRESS: 758 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued DEPARTMENTS: Buil4 1606 Division PublVorksNlic Ot5 Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY` PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Review Required Planning Division ❑ Permit Coordinator ❑ DUE DATE: 05-01-08 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DATE: DUE DATE: 05-29-08 Approved l Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: .PQ At l ul din g vision Public Works ❑ Complete . Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPYe PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG07 -273 DATE: 03 -13 -08 PROJECT NAME: JOEY'S GRILL SITE ADDRESS: 758 SOUTHCENTER MALL Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # X Revision # 1 After Permit Issued Fire Prevention Structural DETERMINATIQN OF COMPLETENESS: (Tues., Thurs.) Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ ❑ Permit Coordinator DUE DATE: 03-18-08 Not Applicable ❑ No further Review Required DATE: Planning Division C DUE DATE: 04-15-08 Approved ❑ Approved with ConditionsI Not Approved (attach comments) ri Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Building 'vision 4 P blic Works P-flwt Mk' 3IC PERMIT COORD COPY ``° PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG07 -273 DATE: 03 -04 -08 PROJECT NAME: JOEY'S GRILL SITE ADDRESS: 758 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 'I After Permit Issued Complete ❑ Incomplete I r l Fire Prevention ❑ Planning Division Structural n ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03 -06 -08 Not Applicable Comments: Permit Center Use Only 22 INCOMPLETE LETTER MAILED: 7 " o LETTER OF COMPLETENESS MAI D: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 C DUE DATE: 04 -03 -08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Bu'il Public Works n Comments: Documents/routing slip.doc 2-28-02 P RMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG07 -273 DATE: 11 -15 -07 PROJECT NAME: JOEY'S SITE ADDRESS: Original Plan Submittal X Response to Correction Letter # 1 1 SOUTHCENTER MALL X Response to Incomplete Letter # 1 Revision # After Permit Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: ❑ No further Review Required DATE: DATE: Planning Division ❑ Permit Coordinator ❑ DUE DATE: 11-20-07 Not Applicable ❑ n DUE DATE: 12-18-07 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Complete Please Route ACTIVITY NUMBER: PG07 -273 DATE: 11 -01 -07 PROJECT NAME: JOEY'S GRILL SITE ADDRESS: XXX SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: �� Building 4 CSivi e g g n Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -6-07 Documentstrouting slip.doc 2 -28.02 ( COORD COPY PLAN REVIEW /ROUTING SLIP TUES/THURS ROUTING: Structural Fire Prevention Incomplete APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Planning Division Permit Coordinator Not Applicable Comments: Permit Center Use Only i 1 , l INCOMPLETE LETTER MAILED: 11 ' ,—V ? LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg lar Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ Structural Review Required ❑ No further Review Required C REVIEWER'S INITIALS: DATE: DUE DATE: 12 -4 -07 Notation: REVIEWER'S INITIALS: DATE: n Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: PG07 -273 DATE: 10 -12 -07 PROJECT NAME: JOEY'S GRILL SITE ADDRESS: XXX SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued Public 4 W �o rks �� Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -16 -07 Complete TUES/THURS ROL4TING: Please Route Documents/routing slip.doc 2 -28-02 PLAN REVIEW/ROUTING SLIP REVIEWER'S INITIALS: Fire Prevention Incomplete Planning Division Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ LETTER OF COMPLETENESS MAILED: Ping ❑ PW ❑ Staff Initials: Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions C, Notation: REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: DUE DATE: 11 -13 -07 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: BldgJ Fire ❑ Ping ❑ PW ❑ Staff Initials: to 1 2- ° t I v REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 2- 011 - 3 W` 4014(17I U Summary of Revision: 1 I'- ' (rn FoLI. LS ‘00 � k e � Received by: (1 40V REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INIT S 1 3 - � - 0 J U4 3 ‘0`6 U Summary of Revision: C',1, - Ciro wa A-er hPrn4-c i n \ -r kRIA 4 0 I 1 ‘00 � k e � Received byC! 1 vt Kt..r. A 1' (cam REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: 3 S < < SITE ADDRESS: I ISnoctvti - fr Act 1 ORIGINAL ISSUE DATE: REVISION LOG PERMIT NO: ? 6 - lease print) (please print) (please print) (please print) (please print) Created: 8 -13 -2004 Revised: /9 76 f�� /9 1 two City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http : / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fad etc. Date: � /o 2 Plan Check/Permit Number: I- PG 7-,27 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Er Revision # 2- after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: S Project Address: 75f? ) 4E-o-EA-r_re•e.e,4 Gt if Contact Person: �,� a' ‘ r2ee12- Phone Number: a - .24 1 8 - 8 74/7 Summary of Revision: 4/4 /a 3 66 7(.200) &AL . 43giz6 7 Sr' ■ ✓c K-) Steven M. Mullet, Mayor Steve Lancaster, Director CIT O p T Ut wut APR 2 91008 PERMt l �Er4f fir, Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: k Entered in Permits Plus on i , D lapplicationslfnmu- applications on linekevision submittal City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: .3/d10 9 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ® Revision # 1 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: JOEY' S GRILL Project Address: 758 Southcenter Mall Contact Person: Peggy Peel Plan Check/Permit Number: PG07-273 Summary of Revision: Sheet Number(s): / Q. d P a . o 2. p. D 3 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by:/ AUR N t r- Entered in Permits Plus on \applications\forms - applications on Iine\revision submittal Created: 8 -13 -2004 Revised: RECE CITY oukw f r nA MAR 1 3 1008 P ERM' 7. CENTER Phone Number: 2 ° 4 - 2 42- 8 74 7 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: CI Response to Incomplete Letter # Response to Correction Letter # Revision # 1 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Joey's Grill Project Address: XXX Southcenter Mall Contact Person: Peggy Peel Phone Number: QED cm( OF TUKWILA MAR 04 2008 Summary of Revision: _ y et-d..,/ a Sheet Number(s): e . U / t / G %Z , / Q 3 "Cloud" or highlight all areas of revision including d late ll of r.eevision Received at the City of Tukwila Permit Center by: w Entered in Permits Plus on 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 Plan Check/Permit Number: PG07 -273 Steven M. Mullet, Mayor Steve Lancaster, Director PERMIT CENTER Date: cfo7 City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ® Response to Incomplete Letter # 1 ►vt ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Joey' Grill Project Address: XXX Southcenter Mall Contact Person: Peggy Peel Summary of Revision: bGi.ETe D GAG---4g E DR-A-/ f l P& FoIZ. tic M -4u ST - Ft-►r5 (&F-1 £ & 2), AND PRDW /W TE -D 4- Gk 4sE W!L '��n � (.LC- c-T 4 DP- / C- -At s r&' IFdf - tc / I. EfA-V6 7D /3 E C r1JTGc-/ <8. / (Yl /1-1 i T6f nl Eli A140 On f ZEIo[.A-c -ED feigti 0 or Ct L1-y Sheet Number(s): P .2.0 /, / o.2 P a . 03 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: / ISX Entered in Permits Plus on 11 L t io- ' \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: 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 Plan Check/Permit Number: PG07 -273 Phone Number: Steven M. Mullet, Mayor Steve Lancaster, Director necetveo cm( op yokwu NOV 15 2007 PERMOT CENTER ti Contact Person: Summary of Revision: 4 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: htip: //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ID 131 ?o7 Plan Check/PermitNumber: PG07 -273 ❑ 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: Joey's Grill Project Address: xxx Southcenter Mall GIN '4 "hat. P pe pre 1 ;, ottit i4 I lh hut- e_140-J Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision ROA/ Received at the City of Tukwila Permit Center by: Entered in Permits Plus on l 7 c — U 7 \applications\forms- applications on line\revision submittal Steven M. Mullet, Mayor Steve Lancaster, Director Phone Number: 11 9) 4' 1 4 40 444 41 DM - N NOV 0 2 200T1 ��,�� cENTER License Information License HOLADPI379NO Licensee Name HOLADAY PARKS INC Licensee Type CONSTRUCTION CONTRACTOR UBI 578004089 Ind. Ins. Account Id Business Type CORPORATION Address 1 PO BOX 69208 Address 2 City SEATTLE County KING State WA Zip 98188 Phone 2062489700 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED • Effective Date 1/21/1983 Expiration Date 9/3/2009 Suspend Date Separation Date Parent Company Previous License HOLADPF376NO Next License Associated License Business Owner Information Name Role Effective Date Expiration Date PARKS, GERALD T JR 01/01/1980 PARKS, DAVID L 01/01/1980 TALBOT, PAUL 01/01/1980 NELSON, MICHAEL 01/01/1980 BECK, DAVE 01/01/1980 OCONNOR, BONNY K 01/01/1980 NAILON, JUNE A 01/01/1980 Look Up a Contractor, ElectrHan or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= HOLADPI379NO 12/12/2007 GENERAL NOTES DESIGN CR11ERI A C-I-PC CONCRETE WOOD FRAMING DEFINITION. THE TERM "ENGINEER" AS USED IN THESE STRUCTURAL LIVE LOAD ADDED DEAD LOAD GRAVITY LOADS. (P5F) (P5F) REFERENCE STANDARDS- CONCRETE WORK SHALL CONFOR11 TO ALL z 1 6 z z O 7 q X w z N • INITIAL LENGTH I I I I REFERENCE STANDARDS. WOOD FRAMING SHALL CONFORM TO ALL REQUIREMENTS OF THE FOLLOWING CODES, SPECIFICATIONS, AND STANDARDS, EXCEPT AS MODIFIED BELOW: ,401 301 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE" ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" AC1 304 "GUIDE FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE" ACI 311 GUIDE FOR CONCRETE INSPECTION" ACI 116 "CEMENT AND CONCRETE .TERMINOLOGY" AGI III "STANDARD 5P)= CIFIGATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS' A COPY OF ACI SP -15 FIELD REFERENCE MANUAL", WHICH INCLUDES ACI 301, 5HALL BE KEPT IN THE CONTRACTOR'S FIELD O1 =FICE AT ALL TIMES. MATERIALS. PATIO ROOF 30 5 TRELLIS STRUCTURE 300 - SNOW LOADS: REQUIREMENTS OF THE FOLLOWING DOCUMENTS, EXCEPT AS MODIFIED BELOW: IBC CHAPTER 23 AITG "TIMBER CONSTRUCTION MANUAL" NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" MATERIALS. DOCUMENTS SHALL MEAN GARY KOPCZYNSKI CO -, INC. P.S. GOVERNING CODE. THE 2006 EDITION OF THE "INTERNATIONAL BUILDING „ CODE (IBC), AS ADOPTED AND AMENDED BY THE CITY OF CUKWILA SHALL GOVERN DESIGN AND CONSTRUCTION. REFERENCE STANDARDS, REFERENCE TO ASTM AND OTHER STANDARDS pf - 25 PSF FLAT -ROOF SNOW LOAD Ce - T 1.0 SNOW EXPOSURE FACTOR s - 1,0 SNOW LOAD IMPORTANCE FACTOR Ct. ' 1,2 THERMAL FACTOR SNOW DRIFT INCLUDED ON CANOPIES. WIND LOADS: I 1 `r' `.- N N >- Q Q 4 X (-11 1 I I E 1 1 0 1 I U I I 1 II � � w� < O z IY _1 z ` S LUMBER: GRADE N ACCORDANCE WITH: IBC CHAPTER 23, BASED ON SHALL MEAN THE LATEST EDITION 45 OF THE BID DATE OR DATE 01= OWNER - CONTRACTOR AGREEMENT, WHICHEVER IS LATER, UNLESS NOTED IN THESE DOCUMENTS OR DESIGN4CED BY THE GOVERNING CODE. SPECIFICATIONS- REFER TO THE SPECIFICATIONS FOR INFORMATION IN U.S. DEPT. OF COMMERCE, AMERICAN SOFTWOOD LUMBER STANDARD PS 20 -70 AND NATIONAL GRADING RULE N. 11 FOR DIMENSIONAL LUMBER OF THE NATIONAL GRADING RULE COMMITTEE. WOD PLACES: PRESSURE TREAT WOOD PLATES IN DIRECT CONTACT WITH ADDITION TO THESE NOTES AND THE STRUCTURAL DRAWINGS. DRAWINGS BY OTHERS. REFER TO ARCHITECTURAL AND OTHER DRAWINGS 85 mph BASIC WIND SPEED (3 SECOND GUST) Iw ° 1,0 WIND IMPORTANCE FACTOR WIND EXPOSURE CATEGORY B INTERNAL PRESSURE COEFFICIENT ±0.55 ELEMENTS AND COMPONENTS: CONCRETE OR MASONRY FOR MOISTURE RESISTANCE. EXTERIOR POSTS: EXTERIOR POSTS ENCLOSED BY ARCHITECTURAL FINISH FOR SLOPES, DEPRESSIONS, NON- BEARING WALLS, CURBS, DRAINS, DUCTS, CH45ES, PIPES, RAILINGS, WATERPROOFING, FINISHES, ETC. OMISSIONS /CONFLICTS- IN CASE OF DISCREPANCIES BETWEEN TWE PLANS, CEMENT ASTM CI50, C595 * AGGREGATES ASTM C33 ADMIXTURES 45TH 6260, 6494 AND C1017 WATER ASTM C94 LY ASH ASTM C618, CL455 F OR G * AGGREGATES WHICH EXHIBIT DELETERIOUS ACTIVITY WHEN EVALUATED IN ACCORDANCE WITH ASTM C33 APPENDIX XI, "METHODS FOR EVALUATING POTENTIAL REACTIVITY OF AN AGGREGATE ", SHALL NOT BE USED- LOCAL AGGREGATES NOT COMPLYING WITH ASTM C33 THAT NAVE BEEN SHOWN BY SPECIAL TESTS OR ACTUAL SERVICE TO PRODUCE CONCRETE OF ADEQUATE STRENGTH AND DURABILITY MAY BE USED WHEN ACCEPTABLE TO ENGINEER. SAND EQUIVALENT FOR FINE AGGREGATE 51-1ALL NOT EXCEED 15. MAXIMUM LO55 ON IGNITION SHALL BE I %. MIX SPECIFICATIONS, ALTERNATIVELY, CONTENT IN LINEAR INTERPOL4CION- TOTAL WATER THE SITE. SPECIFIED SHRINKAGE WATER 1 AIR DRY SHALL BE PRESSURE TREATED. ALTERNATIVELY, THE BASE SHALL BE RAISED 6" ABOVE ADJACENT SOIL OR 1" ABOVE SUPPORTING CONCRETE SLAB WITH EITHER A CONCRETE PIER OR A METAL PEDESTAL. GLUED LAMINATE TIMBER: CONFORM TO AITG 4190,1, 4 CURE p'i CONFORM TO THE FOLLOWING MAXIMUM ALLOWABLE WATER LIEU OF SHRINKAGE TESTING. FOR INTERMEDIATE VALUES, USE MAXIMUM ALLOWABLE WATER CONTENT SHALL BE IN THE MIX AT TIME OF PLACING, INCLUDING WATER ADDED AT MAXIMUM ALLOWABLE 25 DAY WATER CONTENT LIMIT (%) (LBS- / CUBIC YARD) SPECIFICATIONS, NOTES ON THIS SHEET, REFERENCE STANDARDS, GOVERNING CODE, OR ANY OTHER INFORMATION PERTINENT TO THE PROJECT WHETHER WRITTEN OR VERBAL, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN- DISCREPANCIES 5HALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. SITE VERIFICATION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DESIGN WIND PRESSURE FOR DETERMINING FORCES ON ELEMENTS AND COMPONENTS OF THE STRUCTURE 5I-ALL BE PER IBC SECTION 1609. SEISMIC LOADS: PLYWOOD: CONFORM TO IBC GRAFTER 23 AND THE ALLOWABLE STRESS DESIGN MANUAL FOR ENGINEERED WOOD CONSTRUCTION. BOLTS: CONFORM TO ASTM 430 CONDITIONS AT THE SITE. SITE SAFETY- THE CONTRACTOR 15 RESPONSIBLE FOR SAFETY AT THE SITE TE - 1.0 SEISMIC IMPORTANCE FACTOR SEISMIC U5E GROUP 1 S s ' 1.3568 MAPPED SHORT PERIOD SPECTRAL RESPONSE ACCELERATION SI = 0.4598 MAPPED ONE - SECOND PERIOD SPECTRAL RESPONSE ACCELERATION SITE CLASS D Sips' 0.904 DESIGN SHORT PERIOD SPECTRAL RESPONSE ACCELERATION SDI ' 0.471 DESIGN ONE - SECOND PERIOD SPECTRAL RESPONSE ACCELERATION SEISMIC DESIGN CATEGORY D R = 11/2 RESPONSE MODIFICATION FACTOR STRUCTURE ATTACHES TO EXISTING BUILDING. NAILS: CONFORM TO PROPERTIES FOR COMMON WIRE NAILS IN FEDERAL .035 235 -040 245 .045 255 CHLORIDE LIMITS, MAXIMUM WATER SOLUBLE CHLORIDE ION SPECIFICATION FF -N -1055- FOR PRESSURE TREATED AND FIR1=- RETARDANT TREATED LUMBER, NAILS SHALL BE HOT- DIPPED ZINC COATED GALYANIZED- PNEUMATIC OR MECHANICALLY DRIVEN NAILS: CONFORM To DIMENSIONAL AND FOR THE STRENGTH AND STABILITY OF ALL PARTLY COMPLETED STRUCTURE, CONFORM TO ASCE 31 -02 °DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION ". LOAD LIMITS. LOADS ON THE STRUCTURE SHALL NOT EXCEED THE DESIGN AND MATERIAL REQUIREMENTS OF ICC -E :S ESR 1539- CONTRACTOR TO SUBMIT PROOF OF COMPLIANCE TO ENGINEER FOR REVIEW - TIMBER CONNECTORS: USE SIMPSON STRONG -TIE OR APPROVED EQUAL. CONCENTRATIONS CONTRIBUTED FROM TWE MIX INGREDIENTS INCLUDING WATER, AGGREGATES, GEMENTITIOUS MATERIALS AND ADMIXTURES SHALL NOT EXCEED 0.15% BY WEIGHT OF CEMENT. TEST IN ACCORDANCE WITH ASTM C1218. EMBEDDED ITEMS. VERIFY LOCATION OF EMBEDDED ITEMS WITH SUPPLIER'S LOADS SHOWN UNDER "DESIGN CRITERIA" CONSTRUCTION MEANS AND METHODS. CONTRACTOR SHALL BE RESPONSIBLE COMP- STRENGTH (P51) TEST AGE (DAYS) MAX. AGGR- SIZE MAX. W/G RATIO AIR CONTENT MINIMUM FLY ASH (Ibs. /GU. YD.) MIX NOTES SUBMIT PROOF OF COMPLIANCE WITH IBC REQUIREMENTS - SAWN LUMBER REQUIREMENTS. FOR CONSTRUCTION MEANS/METHODS AND FOR VERIFYING STRUCTURAL CAPACITY PRIOR TO APPLYING CONSTRUCTION LOADING. ALTERNATES. ALTERNATES FOR SPECIFIED ITEMS MAY BE SUBMITTED TO THE E _ _ SLAB ON GRADE 4 CONCRETE CURBS OR DESIGN CONSULTANT'S DRAWINGS BEFORE PLACING CONCRETE. VERIFY WITH ENGINEER THAT THE LOCATION OF EMBEDDED ITEMS DESIGNED BY OTHERS IS ACCEPTABLE BEFORE PLACING CONCRETE- MIXING, TRANSPORTING, AND PLACING. CONCRETE SHALL BE BATCHED, 3000 25 1" 0.45 5% 0 USE SIZE SPECIES GRADE ENGINEER FOR REVIEW- ENGINEER MAY REQUEST PAYMENT FOR R EVIEWING — THESE SUBMITTALS, SHOP DRAWINGS AND SUBMITTALS. PROVIDE STRUCTURAL STEEL SHOP _ MIX NOTES: — WALL STUDS 2x, 3x WESTERN CEDAR STUD (KILN DRIED) 2x, 3x WESTERN CEDAR SELECT STRUCTURAL (WHERE OCCURS) BEAMS & HEADERS 4x, 6x WESTERN CEDAR No. 2 POSTS 4x, 6x WESTERN CEDAR No. 1 STAMPS. EACH PIECE SHALL BEAR A STAMP SHOWING THE FOLLOWING: a, THIS MIX SHALL HAVE A SHRINKAGE LIMIT OF 0.042% 6 25 DAYS, SEE "SHRINKAGE" BELOW.. I C0 - FORMEID STEM- FRAM INCA MIXED, TRANSPORTED, AND PLACED IN ACCORDANCE WITH ACI 301 SECTIONS 4 AND 5, AND ACI 304. EACI -I TRUCK SHALL HAVE A TICKET SHOWING ACTUAL BATCH WEIGHTS OF MATERIALS IN ADDITION TO THE MAXIMUM AMOUNT OF WATER WHICH MAY BE ADDED AT THE SITE. THE TOTAL WATER IN THE MIX AT THE TIME OF PLACING, INCLUDING WATER ADDED AT THE SITE, SRALL NOT EXCEED TWE AMOUNT PREAPPROVED IN THE MIX DE51GN, CURING- CONFORM TO ACI 308, STANDARD SPECIFICATION FOR CURING DRAWINGS OR SUBMITTALS TO THE ENGINEER FOR REVIEW BEFORE FABRICATION OR CONSTRUCTION- CONTRACTOR SHALL BE LIABLE FOR ALL MATERIALS S FRO PRIOR TO RECEIF OF RECEIPT OF REVIEWED SHOP DRAWINGS OR SUBMITTALS FROM ENGINEER. CONTRACTOR SHALL ALLOW SUFFICIENT TIME FOR ENGINEER'S REVIEW. SPECIAL INSPECTION. CARY KOPCZYNSKI & CO -, INC- F.S. 15 NOT THE MIX DESIGN. MIXES SHALL MEET OR EXCEED E4CH REQUIREMENT SPECIFIED. SCOPE- THESE NOTES APPLY TO COLD- FORMED STEEL FRAMING SHOWN ON WHERE BOTH STRENGTH AND MAXIMUM WATER/CEMENTITIOUS RATIO ARE SPECIFIED, TWE MOST STRINGENT SHALL APPLY. FOR EXAMPLE, MAXIMUM WATER/CEMENTITIOUS RATIO MIGHT RESULT IN A STRENGTH GREATER THAN THE MINIMUM SPECIFIED. LIKEWISE, A LOWER W4TER/GEMENTITIOUS RATIO THAN SPECIFIED MAY BE REQUIRED IN ORDER TO ACHIEVE THE REQUIRED STRENGTH- WATER/CEMENTITIOUS RATIO. N/C RATIO SHALL BE BASED ON TOTAL TWE STRUCTURAL DRAWINGS ONLY. REFERENCE ARCHITECTURAL DRAWINGS FOR ALL OTHER FRAMING REQUIREMENTS. REFERENCE STANDARDS. COLD - FORMED STEEL FRAMING SHALL CONFORM CONCRETE, ACI 302, GUIDE To CONCRETE FLOOR AND SLAB CONSTRUCTION, AND ACI 301, SECTION 5. IMPLEMENT CURING PROCEDURES IMMEDIATELY TO MAINTAIN CONCRETE IN A MOIST CONDITION AFTER PLACEMENT. LIQUID MEMBRANE- FORMING CURING COMPOUNDS SHALL CONFORM TO 45TH 0309 TYPE 1 -D. CURING COMPOUNDS APPLIED TO SURFACES INTENDED TO RECEIVE FLOOR COVERINGS, PROTECTIVE COATINGS OR SEALERS, SHALL BE COMPATIBLE WITH THOSE PRODUCTS- APPLY COMPOUNDS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. POLYETHYLENE SHEETING AND BURLAP - POLYETHYLENE SHEETING SHALL CONFORM TO 4511 C11l. PROVIDE CURING AS FOLLOWS: SAWN LUMBER: GRADING ASSOCIATION, MILL NUMBER, GRADE SPECIES, SPECIAL INSPECTOR. SPECIAL INSPECTION BY OTHERS 15 REQUIRED IN ACCORDANCE WITH SECTION 1104 OF THE INTERNATIONAL BUILDING CODE A5 ADOPTED AND AMENDED BY THE CITY OF TUKWILA, FOR TWE FOLLOWING ITEMS: STRUCTURAL STEEL WELDING BOLTS INSTALLED IN CONCRETE POST INSTALLED ANCHORS HIGH STRENGTH BOLTS GROUT TO ALL REQUIREMENTS OF 4151 "SPECIFICATION FOR THE DESIGN OF GOLD - FORMED STEEL STRUCTURAL MEMBERS ", EXCEPT A5 MODIFIED BELOW: si FOR 15 MATERIALS. ASTM ,4446 GRADE D OR A, 4574 OR A611. Fy = 50 k AND MOISTURE CONTENT AT TIME OF SURFACING IF APPLICABLE. PLYWOOD: PANEL GRADE, SPAN RATING, THICKNESS AND EXPOSURE CEMENTITIOUS MATERIAL, INCLUDING CEMENT AND POZZOLANS SUCH AS FLY ER ASH, SILICA FUME, AND BLAST FURNACE SLAG. AIR CONTENT. SPECIFIED VALUES ARE TOTAL AIR INCLUDING ENTRAPPED CLASSIFICATION. ANCHOR BOLT INSTALLATION- INSTALL SILL PLATE ANCHOR BOLTS WITH SIZE, GAUGE AND HEAVIER, Fy 33 l.sf FOR 15 GAUGE AND LIGHTER. y - SECTION PROPERTIES, MEMBERS SHALL HAVE THE MINIMUM PROPERTIES L BE OF SAME GAUGE AS STUDS. SHOWN BELOW. STUD TRACK S1-1,41.L DEPTH 5 I MEMBER (IN) GAGE (IN3) (IN4) EMBEDMENT, AND SPACING PER TYPICAL DETAILS- PROVIDE EACH ANCHOR BOLT WITH A 2" x 2" x 3/16" SQUARE CUT PLATE WASHER. NAILING- PROVIDE MINIMUM NAILING IN ACCORDANCE WITH IBC TABLE AND ENTRAINED. TOLERANCE FOR AIR CONTENT SHALL BE + OR - 1 1 /2%. TESTING SHALL CONFORM TO ASTM C23I, AND THE AVERAGE OF ALL TESTS TAKEN 5HALL EQUAL OR EXCEED THE SPECIFIED VALUE. TESTING SHALL BE PERFORMED AT THE POINT OF DELIVERY. MIX DESIGN SUBMITTALS. SUBMIT A DESIGN FOR EACH CONCRETE MIX TO THE STUDS (4005200 -54) 4 16 0.580 L292 TRACKS (4ID0t200 -54) 4 16 0.39 1,03 6" STUDS (6005162 -54) 6 16 0.921 2,$60 6" TRACKS (600TI50 -54) 6 16 0 -618 2.314 ERECTION. ERECT FRAMING IN ACCORDANCE WITH MANUFACTURER'S 2304.9.1. BOLTED CONNECTIONS- HOLES FOR BOLTS DRILLED THROUGH TIMBER CURING LOCATION ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. CONFORM TO IBC SECTION 1905- DATA SUBMITTED FOR REVIEW SHALL ACCURATELY REFLECT PROPOSED MIX DESIGN. SLUMP. THE SLUMP REQUIRED FOR PROPER PLACEMENT SHALL BE MEMBERS SHALL BE 1/16" DIAMETER LARGER THAN BOLT DIAMETER. JOIST BEATING. JOISTS 51-IALL BEAR A MINIMUM OF 1 1/2" ON END SUPPORTS GI ALL CONCRETE CURING DEFINITION AND 3 I/2° ON INTERIOR CONTINUOUS SUPPORTS - JOIST AND RAFTER BLOCKING. INSTALL SOLID BLOCKING BETWEEN JOISTS SIRUCTURAI- I E1_ Cl IMMEDIATELY AFTER SCREEDING CONCRETE, APPLY AN EVAPORATIVE REDUCER TO ALL EXPOSED SURFACES N ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. IMMEDIATELY AFTER FINAL FINISHING, APPLY LIQUID MEMBRANE- FORMING CURING COMPOUND TO ALL EXPOSED SURFACES. THE COVERAGE RATE SHALL NOT EXCEED 200 SQUARE FEET PER GALLON- SUBMIT WRITTEN PROCEDURE, INCLUDING PROPOSED EVAPORATIVE REDUCER AND CURING COMPOUND SPECIFICATIONS, TO ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. WEATHER CONDITIONS. CONTRACTOR SHALL MAKE APPROPRIATE DETERMINED BY THE CONTRACTOR AND SUPPLIER AND INCLUDED IN THE MIX DESIGN SUBMITTALS- ACCEPTANCE OF PROPOSED SLUMP 5RALL BE OBTAINED FROM THE ENGINEER PRIOR TO CONSTRUCTION. SLUMP SHALL CONFORM TO ASTM C -94 AND MEET THE FOLLOWING TOLERANCES: SLUMP TOLERANCE RECOMMENDATIONS AND SHOP DRAWINGS, BOLTS SHALL CONFORM TO ASTM 4301 OR A325- WELDS SHALL CONFORM TO AW5 D1.3 "STRUCTURAL WELDING CODE - SHEET STEEL ", OR THE 4151 °CODE" SECTION E2, SCREWS SHALL BE HEX HEAD, SELF TAPPING TYPE, No. 5 OR HEAVIER. SWOP DRAWINGS. SUBMIT SROP DRAWINGS TO THE ENGINEER FOR REVIEW AT SUPPORT POINTS WHERE NOTED ON PLAN. BEAM BEARING. BEAMS SHALL HAVE FULL BEARING ON POSTS, LIMITED ONLY REFERENCE STANDARDS. STRUCTURAL STEEL SHALL CONFORM TO ALL BY THE LEAST DIMENSION OF THE TWO MEMBERS. POST TO BEAM CONNECTIONS. POSITIVE CONNECTION SHALL BE PROVIDED REQUIREMENTS OF THE FOLLOWING DOCUMENTS, EXCEPT 45 MODIFIED BELOW: RISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" RISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES' 4W5 D1.1 "STRUCTURAL WELDING CODE - STEEL" RGSG "SPECIFICATION FOR STRUCTURAL JOINTS USING 4325 OR 4490 BOLTS" MATERIALS. 2" AND LESS +/- I/2" MORE THAN 2" THRU 4" +/- 1" MORE THAN 4" +/- 1 1/2° SHRINKAGE. PERFORM SHRINKAGE TESTS IN ACCORDANCE WITH 45TH C157 PRIOR TO FABRICATION. BETWEEN POSTS AND BEAMS TO ENSURE AGAINST UPLIFT AND LATERAL DISPLACEMENT. HOLES AND NOTCHES. CONFORM TO IBC SECTIONS 2308.9.10, 2308.8.2 AND 230810 4 2 SUBSTITUTIONS- CONTRACTOR MAY PROPOSE SUBSTITUTIONS FOR i MODIFIED 4.5 FOLLOWS, ALL MEASUREMENTS SHALL BE RECORDED AND SUBMITTED WITH LABORATORY REPORT TO ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. 1. REMOVE SPECIMENS I=RON MOLDS , HOURS ± 1 HOUR- 2. SUBMERGE SPECIMENS IMMEDIATELY IN LIME - SATURATED WATER AT 13 °F ± 3°F 3- REMOVE SPECIMENS FROM WATER AT 30 MINUTES AND MEASURE THE INITIAL LENGTHS- IMMEDIATELY RESUBMERGE IN LIME - SATURATED WATER AT 13°F ± 3°F FOR DAYS- 4, REMOVE SPECIMENS PERMANENTLY FROM WATER AT 7 DAYS AND MEASURE LENGTHS. 5. STORE SPECIMENS AT 50% ± 4% RELATIVE HUMIDITY, AND 737 ± 3°F. 6- MEASURE SPECIMENS - 1, 14, 21, AND 28 DAYS AFTER THE 1 DAY WATER CURE. 25 DAY MEASUREMENTS (35 DAYS TOTAL INCLUDING THE 1 DAY WATER CURE) SHALL BE LESS THAN THE SPECIFIED SHRINKAGE LIMIT. R ��ISI�NS � No �ha�ges s be ma to the scr��a r7f � Wi t h o ut prior ap of ' �kwila B ul i ding Div i' F: e'r : lio ns will re a ne w n!an s l� h m t t ^ a l "� may Include a plan re fees � -, y � 1 �i PERMIT - C 1 ` REQUIRED FOR: : . .1�1 LEI M � , e chanical �� Electrical 0 a Plumbing 73 Gas Piping CPI r ,_ , , -2 .3ity of Tukwila GI DIVISION SHAPES AND PLATES: WIDE FLANGE, WT AND CHANNEL SHAPES SHALL BE MODIFICATIONS TO MIXING, TRANSPORTING, PLACING, AND CURING PROCEDURES DURING PERIODS OF HOT, COLD, OR WINDY WEATHER IN ACCORDANCE WITH ACI 301. CONSTRUCTION JOINTS, CONFORM TO 4C1 301, SECTION 2.2.23 AND SECTION SHOW PROPRIETARY PRODUCTS N ON DRAWINGS- ENGINEER MAY REQUEST PAYMENT FOR REVIEWING THESE -1QN SUBSTITUTIONS. ASTM 4992. ALL OTHER SHAPES AND PLATES SHALL BE 45TM 436 UNLESS NOTED OTHERWISE ON THE DRAWINGS. RECTANGULAR 4 CIRCULAR STRUCTURAL TUBING: ASTM 4500, GRADE B. — BOLTS: ASTM 4301. (EXCEPT HIGH STRENGTH BOLTS), 5.3.2.6- KEYWAYS SPECIFIED IN SECTION 2.2.2.5.b ARE NOT REQUIRED UNLESS SPECIFICALLY SHOWN. SPECIAL BONDING METHODS SPECIFIED IN SECTION 5.3.2.6 ARE NOT REQUIRED UNLESS SPECIFICALLY SHOWN. SUBMIT PROPOSED JOINT LOCATIONS t0 ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION- TESTING. TESTING 51-1,4 CONFORM TO TWE FOLLOWING: HIGH - STRENGTH BOLTS: ASTM A325. INSTALL IN ACCORDANCE WITH RGSG � WOOD JOISTS, E AM� 4 1 "SPECIFICATION ", ANCHOR RODS: ASTM F1554. REFERENCE STANDARDS. SWOP FABRICATED WOOD JOISTS, BEAMS, POSTS MAKE ONE TEST FOR EACH 150 CU YD, OR 5,000 5Q. FT. OF SURFACE AREA, FOR EACH MIX PLACED EACH DAY. A "TEST" SHALL BE THE AVERAGE STRENGTHS OF TWO CYLINDERS MADE FROM THE SAME SAMPLE AND TESTED AT THE SPECIFIED AGE. ADDITIONAL CYLINDERS MAY BE MADE FOR INFORMATION FOR POST - TENSIONING, FORM REMOVAL, STRENGTH DEVELOPMENT, OR OTHER PURPOSES. CONCRETE 15 ACCEPTABLE IF I) NO TEST FALLS MORE THAN 500 PSI BELOW THE SPECIFIED STRENGTH, AND 2) THE AVERAGE OF ANY 3 CONSECUTIVE TESTS DOES NOT FALL BELOW THE SPECIFIED STRENGTH. CONCRETE NOT MEETING THE ABOVE CRITERIA MAY BE SUBJECT TO FURTHER TESTING OR RENO' /AL 4T CONTRACTOR'S EXPENSE- THE FURTHER ENGINEER MAY REQUEST PAYMENT FOR REVIEWING THE ADEQUACY OF THE CONCRETE IN QUESTION. FILE Permit �O Pier review approval is erect to ems and omissions. Appro . - of construction documents does not �e the ..: . - . _ .;. , .. _ t ed or ordinance. . o f _ . . . II • an d !.. acknowledged: f r _ WELDING. CONFORM TO AWS D1.1. WELDERS 5HALL BE CERTIFIED IN SHALL GONFOR"1 TO ALL REQUIREMENTS OF THE FOLLOWING DOCUMENTS, EXCEPT 45 MODIFIED BELOW: IBC GRAFTER 23 APPLICABLE ICC RESEARCH REPORTS MATERIALS. MEMBER SIZE, SPACING AND INSTALLATION DETAILS SHALL BE ACCORDANCE WITH AWS AND NABO REQUIREMENTS. USE E10 ELECTRODES OF TYPE REQUIRED FOR MATERIALS TO BE WELDED. FABRICATION. FABRICATE STEEL IN A SHOP LICENSED BY THE APPROPRIATE GOVERNMENT ,AGENCY. SHOP PAINTING. STEEL CONCEALED BY BUILDING FINISH OR IN CONTACT WITH A5 SHOWN ON THE STRUCTURAL DRAWINGS. INSTALLATION. INSTALL MEMBERS, INCLUDING TEMPORARY AND PERMANENT CONCRETE NEED NOT BE PAINTED. ALL OTHER STEEL SHALL BE GIVEN ONE COAT OF SHOP PAINT, IN ACCORDANCE WITH SECTION M3 OF THE 4150 "SPECIFICATION" AND THE 415C "GODS" SECTION 6.5 UNLESS NOT- FABRICATOR SHALL ENSURE THAT PAINT 15 COMPATIBLE WITH SPRAY APPLIED FIREPROOFING WHERE APPLICABLE- TOLERANCES. ERECT STEEL WITHIN THE TOLERANCES DEFINED IN OF THE BRACING, IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND 51-10P DRAWINGS. SUBSTITUTIONS. CONTRACTOR MAY PROPOSE SUBSTITUTIONS FOR PROPRIETARY PRODUCTS SHOWN ON DRAWINGS. ENGINEER MAY PAYMENT FOR REVIEWING THESE SUBSTITUTIONS. INCOMPLETE LTR# RECEIVED CITY of � " REVISION NO. REQUEST I A15C "CODE" SECTION 111. EPDXY ANCHORS. ANCHORS EMBEDDED IN CONCRETE SHALL BE 4301 OR 436, UNLESS NOTED OTHERWISE. INSTALL WITH SFMPSON SET OR APPROVED ALTERNATE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. �i Date: ' • `/ City of Tukwila BUILDING DIVISION MAR 13 2008 -. PERMIT CENTER f k I, THE DRAWING MUST NOT BE SCALED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, AND LEVELS PRIOR TO COMMENCEMENT OF THE WORK AND IS HELD RESPONSIBLE FOR REPORTING ANY DISCREPANCY OR OMISSION TO DENIS TURCO ARCHITECT INC. IMMEDIATELY. COPYRIGHT RESERVED . THIS DRAWING IS EXCLUSIVE PROPERTY OF DENIS TURCO ARCHITECT INC., AND MAY BE REPRODUCED ONLY WITH THE PERMISSION OF DENIS TURCO ARCHITECT INC., IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAME AS ARCHDECT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS 'ISSUED FOR CONSTRUCTION' AND SIGNED/ SEALED BY THE ARCHITECT. STRUCTURAL ENGINEERS Cary Kopczynski & Company 10500 NE 8th Street, Ste 800 Bellevue, WA 98004 -4351 Phone: (425) 455 -2144 Fax: (425) 455 -2091 www.ckcps.com THE DESIGN AND CONCEPTS SHOWN HEREIN ARE THE PROPERTY OF CKC INC. THEY MAY NOT BE USED OR COPIED IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF CKC INC. JAN 25/08 Response to Correction CYW 1 Letter #1 DEC 5/07 ISSUED FOR PRICING RA OCT 31/07 ISSUED FOR BLDG RA PERMIT SUBMITTAL DATE REVISIONS BY DENIS TURCO ARCHITECT Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE Tukwila, WA SHEET TITLE: GENERAL NOTES DESIGN CRITERIA FILE NO.: 0730A DATE: JUN. 2007 SCALE: AS NOTED DRAWN BY: RA CHECKED BY: TS NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. SHEET NO ' .01 OUAL.ITY ASSURANCE / 'EC I AI- NPECTIOt4 ASEREVIATIONIS ' v ., ' 3. COD - ) , -� f " `"� _. :x. 1� r /..: T RECEIVED CITY OF TUKVVILA MAR "13 2008 PERMIT CENTER -,, F - , Y QUALITY ASSURANCE PLAN: TESTING AND SPECIAL INSPECTION REPORTS. TESTING AND SPECIAL INSPECTION GENERAL KIP(5) POUNDS LOCATION LONGITUDINAL LEVEL MATERIAL MAXIMUM MECHANI CAL MANUFACTURING MANUFACTURER MINIMUM MISCELLANEOUS NEW NOT APPLICABLE NEAR FACE NOT IN CONTRACT NOT TO SCALE NUMBER ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OPENING OPPOSITE PLATE PROPERTY LINE PARKING STRUCTURE PARTIAL or PARTITION PENS 1 KATE or PENETRATION PERPENDICULAR PREFABRICATE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POINT POLYVINYL CHLORIDE QUANTITY RADIUS REFERENCE REINFORCING (MENT) REQUIRED RETAINING ROUGH OPENING SQUARE FOOT SLAB -ON -GRADE SCHEDULE SECTION SHEET SIMILAR SPECIFICATION SQUARE STANDARD STORAGE STRUCTURAL or STRUCTURE SUSPENDED SYMMETRICAL TOP TOP AND BOTTOM TOP OF TOP OF WALL THICK (NESS) TRANSVERSE TYPICAL UNLESS NOTED OTHERWISE VERTICAL WITH WITHOUT WIDTH WORK POINT WEIGHT Y4RD MACHINE BOLT PARTIAL PENETRATION STAINLESS STEEL STEEL TOP OF STEEL TUBE STEEL WIDE FLANGE WELDED HEADED STUD AT AB ANCHOR BOLT 'a'� ABOVE FINISHED FLOOR ADDIT'L ADDITIONAL A ADJACENT ALT ALTERNATE ANCH ANCHOR APPROX APPROXIMATE ARCH ARCHITECT b or BOT BOTTOM BLDG BUILDING BLKG BLOCKING BM BEAM BRG BEARING BTWN BETWEEN cg CENTERLINE CJ CONSTRUCTION JOINT CANT CANTILEVER CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN COMP COMPRESSION CONN CONNECTION CONST CONSTRUCTION GOVT CONTINUOUS COORD COORDINATE GTR CENTER CTRD CENTERED d DEEP or DEPTH DEL DOUBLE DET DETAIL DIA DIAMETER DIM DIMENSION DN DOWN DRWG DRAWING DWL DOWEL OWLS DOWELS (E) or EXIST EXISTING EW EACH WAY EA EACH EP EACH FACE EXP JT EXPANSION JOINT EL ELEVATION ELECT ELECTRICAL ELEV ELEVATOR EMBED EMBEDMENT ENG ENGINEER EQ EQUAL EQUIP EQUIPMENT EXP EXPANSION EXT EXTERIOR FD FLOOR DRAIN FF FINISHED FLOOR FDN FOUNDATION FIN FINISH(ED) FIN GR FINISHED GRADE FLR FLOOR FRMG FRAMING FTG FOOTING GWB GYPSUM WALL 6O ,4RD GALV GALVANIZED GEOTECH GEOTECHNICAL GR GRADE GR BM GRADE BEAM GRND GROUND h HEIGHT or HIGH HC HANDICAP HDR HEADER HGR HANGER 14T HEIGHT HORIZ HORIZONTAL HVAC HEATING, VENTILATION, AIR CONDITIONING D INSIDE DIAMETER F INSIDE FACE N INCH NCL INCLUDE NFO INFORMATION NT INTERIOR JST JOIST JT JOINT STRUCTURAL I k Ibs LOC LONGIT LVL MAT'L MAX M MFFG G MFR MIN MSC (N) NA NF NIC NTS NO or w cc OD OF OPNG OFF' re PL 1=5 PART PENE PERP PREFAB PSF PSI FT. PVC QTY R4D REF REINF REQt RET RO SF or SQ FT BOG SCHED SECT 514T 51M SPEC 5Q 5TD STOR STRUCT SUSP SYM t tab or t/b TO TOW THK TRANS TYP UNO VERT w/ wo w WP WT YD STEEL QUALITY ASSURANCE SHALL BE PROVIDED PER THE REQUIREMENTS OF IBC SECTION 1705.2 AND AS NOTED HEREIN. REQUIRED VERIFICATION AND INSPECTION OF 501L5 REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A DAILY 15,451S WHENEVER WORK 15 PERFORMED ON THAT ITEM. REPORTS SHALL BE DISTRIBUTED TO OWNER, CONTRACTOR, BUILDING OFFICIAL, ARCHITECT, AND STRUCTURAL ENGINEER. STRUCTURAL OBERVATION. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY VERIFICATION AND INSPECTION: PERIOD REFERENCES 1. PRIOR TO PLACEMENT OF PREPARERD FILL, 5 IBC 1704.7 THE SPECIAL INSPECTOR SHALL DETERMINE THAT THE SITE HAS BEEN PREPARED IN ACCORDANCE WITH THE APPROVED SOILS REPORT. 2. DURING FILL PLACEMENT AND COMPACTION 5 OF FILL MATERIAL. 3, EVALUATION OF IN -PLACE DENSITY OF 5 COMPACTED FELL. STEEL CONSTRUCTION THE STRUCTURAL ENGINEER OF RECORD OR DESIGNATED REPRESENTATIVE IN ACCORDANCE WITH IBC 1709. STRUCTURAL OBSERVATION 5HALL BE PERFORMED AS FOLLOWS: - PERIODIC VISUAL OBSERVATION OF STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STA GES. - REVIEW OF TESTING AND INSPECTION REPORTS. - REPORTS SHALL BE PREPARED 1=OR EACH SITE VISIT AND SHALL BE DISTRIBUTED TO ARCHITECT. CONTRACTOR'S STATEMENT OF RESPONSIBILITY. GENERAL CONTRACTOR SHALL VERIFICATION AND INSPECTION. PERIOD REFERENCES SUBMIT A WRITTEN CONTRACTOR'S STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK. THE GONTRAGTOR'S STATEMENT 01= RESPONSIBILITY SHALL INCLUDE THE FOLLOWING: - ACKNOWLEDGEMENT OF ANARENE55 OF REQUIREMENTS OF QUALITY ASSURANCE PLAN. - ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL. APPROVED SUBSTITUTIONS. SUBSTITUTIONS MAY BE ALLOWED ONLY IF THEY MEET I, MATERIAL VERIFICATION OF HIGH- STRENGTH BOLTS, NUTS, AND WASHERS a) IDENTIFICATION MARKINGS TO CONFORM TO P2 RISC ASD 5EC. ASTM STANDARDS SPECIFIED IN THE A3.4 APPROVED CONSTRUCTION DOCUMENTS. A1SC LRFD SEC. A3,3 b) MANUFACTURER'S CERTIFICATE OF P3 -- COMPLIANCE REQUIRED. 2. INSPECTION OF HIGH - STRENGTH BOLTING. a) BEARING -TYPE CONNECTIONS. P2 415C LRFD 5EC. M2.5, IBC 110433 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL. THE REQUIREMENTS OF TI-ESE GENERAL NOTES AND THE SPECIFICATIONS, AND IF COMPLETE WRITTEN ENGINEERING DATA FOR EACH CONDITION REQUIRED FOR THIS PROJECT 15 PROVIDED TO THE STRUCTURAL ENGINEER TWO WEEKS PRIOR TO BID DATE AND APPROVED WRITTEN ADDENDA BY THE ARCHITECT. DATA 15 TO INDICATE CODE BASIS BY YE,412, AUTHORITY FOR STRESSES AND STRESS INCREASES, IF ANY, AND AMOUNT OF EXPECTED DEFLECTION FOR FLEXURAL MEMBERS UNDER (1) TOTAL LOAD AND (2) LIVE LOAD ONLY. ALL INCREASED COSTS IN MECHANICAL, SPRINKLER, ELECTRICAL, OR GENERAL INSTALLATION AND ANY ARCHITECTURAL OR STRUCTURAL REDESIGN RESULTING FROM SUBSTITUTION SHALL BE BORNE BY THE GENERAL CONTRACTOR. 51-10P DRAWINGS. THE FOLLOWING SHOP DRAWINGS /SUBMITTALS 51 -1ALL BE a) IDENTIFICATION MARKINGS TO CONFORM TO P3 ASTM 46 OR ASTM ASTM STANDARDS SPECIFIED IN THE 4568, IBC 1708.4 APPROVED CONSTRUCTION DOCUMENTS. b) MANUFACTURER'S CERTIFIED MILL TEST P3 ASTM 46 OR ASTM REPORTS. A568, IBC 1708.4 4, MATERIAL VERIFICATION OF WELD FILLER PROVIDED FABRICATION 1, CONCRETE 2. REINFORCING 3. STRUCTURAL SPECIAL INSPECTION. FOR REVIEW AND APPROVAL BY THE 5TRUCTURAL ENGINEER PRIOR TO OR DELIVERY. STRUCTURAL BUILDING MATERIALS. a) IDENTIFICATION MARKINGS TO CONFORM TO P3 415C, LFRD, AWS SPECIFICATION IN THE APPROVED SECTION 43,5 CONSTRUCTION DOCUMENTS, AISC, 45D, SEG A3.6 b) MANUFACTURER'S CERTIFICATE OF P3 __ COMPLIANCE REQUIRED. 5. INSPECTION OF WELDING. ENGINEER DEPARTMENT MIX DESIGNS X X STEEL SHOP DRAWINGS X STEEL X X SPECIAL INSPECTION SHALL BE PROVIDED BY AN a) STRUCTURAL STEEL: 1. COMPLETE AND PARTIAL PENETRATION C AWS D1.1, IBC 1704,3.1 GROOVE WELDS. 2. MULTI -PASS FILLET WELDS. C 4WS D1.1, IBC 110431 3. SINGLE -PASS FILLET WELDS g reater C 4WS D1.1, IBC 1104,3.1 than %, ". 4. SINGLE -PAS5 FILLET WELDS less than F2 4k5 D1.1, IBC 1104.3,1 5,6 • 5. FLOOR AND DECK WELDS. P2 AWS D1.3 b) REINFORCING STEEL: I. VERIFICATION OF WELDABILITY OF F2 AW5 D1.4, ACI318 REINFORCING STEEL OTHER THAN 3.5.2, IBC 19035.2 45TM 4706• 2. REINFORCING STEEL RESISTING Fl AN5 D1.4, ACI318 FLEXURAL AND AXIAL FORCES IN 352, IBC 1903.5.2 INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS AND SHEAR REINFORCEMENT. SHEAR REINFORCEMENT. G 4145 D1.4, ACI318 3.5.2, IBC 1903.5.2 4. OTHER REINFORCING STEEL. PI AWS D1.4, ACI318'�' 3.5.2, IBC 1903,5.2 CONCRETE CONSTRICTION INDEPENDENT AND THE LOCAL CONTRACT SHALL BE 51-1ALL SUBMIT BUILDING OFFICIAL INSPECTION LEGEND: TESTING LABORATORY PER THE REQUIREMENTS OF IBC CHAPTER 17 BUILDING OFFICIAL OR APPLICABLE JURISDICTION AND THE DOCUMENTS. THE SPECIAL INSPECTION FIRM AND THE INSPECTOR APPROVED BY THE BUILDING OFFICIALS. THE SPECIAL INSPECTOR INSPECTION REPORTS AND A FINAL SIGNED REPORT TO THE FOR THE ITEMS LISTED IN THE QUALITY ,ASSURANCE /SPECIAL SECTION. INSPECTION INSPECTION PRIOR TO CONC. PLACEMENT INSPECTION PRIOR TO INSTALLATION OF ELEMENT INSPECTION PRIOR TO USE ON PROJECT (ONCE ONLY) INSPECTION AT LEAST ONCE A DAY INSPECTION AFTER ELEMENT 15 IN PLACE WITH SOIL ENGINEER TEST REQUIRED SHALL BE SUBMITTED TO ENGINEER A DAILY BASIS, G CONTINUOUS PI PERIODIC P2 PERIODIC P3 PERIODIC P4 PERIODIC P5 PERIODIC 5 VERIFY T MATERIAL NOTE: REPORTS VERIFICATION AND INSPECTION: PERIOD REFERENCES 1. INSPECT BOLTS TO BE INSTALLED IN C IBC 1912.5 CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE. 2. VERIFY USE OF REQUIRED DESIGN MIX. P1 AC1 318, CH4.5.2 -5.4 IBC 1904, 1905.2-1905.4, 1914.2, 1914.3 3. AT THE TIME FRESH CONCRETE f5 C 4C1 318: 5.6, 5.8 5AMPLEDTO FABRICATE SPECIMENS FOR ASTM C172, C31 STRENGTH TESTS, PERFORM SLUMP AND AIR IBC 1905.6, 1914.10 CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. 4. INSPECTION OF CONCRETE AND C ACI 318; 5,9, 5,10 SHOTCRETE PLACEMENT FOR PROPER IBC 1905.9, APPLICATION TECHNIQUES. 1905.10, 1914.6, 1914.7,19l4,8 5. INSPECTION FOR MAINTENANCE OF SPECIFIED P4 4C1 318: 5,11 -5.13 CURING TEMPERATURE AND TECHNIQUES. IBC 1905.11, 1905.13, 1914.9 TESTING AND SPECIAL INSPECTION REPORTS. TESTING AND SPECIAL INSPECTION L ANGLE I BOD BOTTOM OF DECK C CHANNEL CP COMPLETE PENE 1 NATION GA GAGE or GAUGE H5S HIGH STRENGTH BOLT 1455 HOLLOW STRUCTURAL SECTION LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL I MB PP 55 STL TOS T5 W or NF WI-IS REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A DAILY BASIS WHENEVER WORK IS PERFORMED ON TI-1,4T ITEM. REPORTS SHALL BE DISTRIBUTED TO OWNER, CON I KACTOR, BUILDING OFFICIAL, ARCHITECT, AND STRUCTURAL ENGINEER. STRUCTURAL OBERVATION. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR DESIGNATED REPRESENTATIVE IN ACCORDANCE WITH IBC 1109. STRUCTURAL OBSERVATION SHALL BE PERFORMED 45 FOLLOWS: - PERIODIC VISUAL OBSERVATION OF STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES. - REVIEW OF TESTING AND INSPECTION REPORTS. - REPORTS SHALL BE PREPARED FOR EACH SITE VISIT AND SHALL BE DISTRIBUTED TO ARCHITECT. THE DRAWING MUST NOT BE SCALED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, AND LEVELS PRIOR TO COMMENCEMENT OF THE WORK AND IS HELD RESPONSIBLE FOR REPORTING ANY DISCREPANCY OR OMISSION TO DENIS TURCO ARCHITECT INC. IMMEDIATELY. COPYRIGHT RESERVED . THIS DRAWING IS EXCLUSIVE PROPERTY GE DENIS TURCO ARCHITECT INC., AND MAY BE REPRODUCED ONLY WITH THE PERMISSION OF DENIS TURCO ARCHITECT INC., IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAME AS ARCHITECT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS 'ISSUED FOR CONSTRUCTION° AND SIGNED/ SEALED BY THE ARCHITECT. OEVS Gr t ,'t STRUCTURAL ENGINEERS Tukwila, WA Cary Kopczynski & Company 10500 NE 8th Street, Ste 800 Bellevue, WA 98004 -4351 Phone: (425) 455-2144 Fax: (425) 455 -2091 www.ckcps.com THE DESIGN AND CONCEPTS SHOWN HEREIN ARE THE PROPERTY OF CKC INC. THEY MAY NOT BE USED OR COPIED IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF CKC INC. SHEET TITLE: JAN 25/08 n Response to Correction CYW 1 Letter #1 DEC 5/07 ISSUED FOR PRICING RA OCT 31/07 ISSUED FOR BLDG RA PERMIT SUBMITTAL DATE REVISIONS BY DENIS TURCO ARCHITECT Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE QUALITY ASSURANCE/ SPECIAL INSPECTION & ABBREVIATIONS FILE NO: 0730A DATE: JUN. 2007 SCALE: AS NOTED DRAWN BY: RA CHECKED BY: TS NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. SHEET NO.: S1.02 — 7a Fa L _J (N) I-45S 6x6x1/4 POST 2x10 CONT (E) W24x55 4x14 TYP 5 2x x /2 � 5" NICK CONIC 51_48 ON GRADE w/ #4 e 18 "oc E4 NAY, REF DET 11/53.01 FOR ADD IT'L INFO (N) 1-455 6x6xI/4 POST 6x6 POST, TYP, UNO 1- Li NI d th O @it x TYP ❑ Q 2x12 0 ❑ `t 2x12 (N) I-155 12x6x1/2 2 -2x12 BLOCKING, TYP, UNO r 0 4' -0" TYP si L —J -1- 0 2x12 4- oui■la ,LIT ioiv i . Ari 1/8 =1' -0" (N) I-1SS 6x6x1 /4 POST 15LKG, P (E) W16x26 'N) 1-155 1-455 6x6x1/4 POST, TYP AT CRIDLINE 'N' 2x10 CONT 2x6x1/2 4x14 1 1 0 igE00P PLAN 1 veil cy TYP 3 w ( ) 1-155 6x6x1/4 OST LwJ TYP 4x14 Y (E W12x22 4x10 2 -2x10, UNO, Ri ARCH' TYP, , Tl[P REVIENNFD 5.::, \\\,\ OFR N453, h s5 . • E RECEIVED CITY OF TUKWILA MAR 13 2008 PERMIT CENTER THE DRAWING MUST NOT BE SCALED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, AND LEVELS PRIOR TO COMMENCEMENT OF THE WORK AND IS FIELD RESPONSIBLE FOR REPORTING ANY DISCREPANCY OR OMISSION TO DENIS TURCO ARCHITECT INC. IMMEDIATELY. COPYRIGHT RESERVED . THIS DRAWING IS EXCLUSIVE PROPERTY OF DENIS TURCO ARCHITECT INC., AND MAY BE REPRODUCED ONLY WITH THE PERMISSION OF DENTS TURCO ARCHITECT INC., IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAME AS ARCHITECT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS `ISSUED FOR CONSTRUCTION' AND SIGNED/ SEALED BY THE ARCHITECT. jo' art? L...'or, gt$ STRUCTURAL ENGINEERS FEB 29/08 JAN 25/08 DEC 5/07 OCT 31/07 DATE Tukwila, WA Cary Kopczynski & Company 10500 NE 8th Street, Ste 800 Bellevue, WA 98004 -4351 Phone: (425) 455 -2144 Fax: (425) 455 -2091 www.ckcps.com THE DESIGN AND CONCEPTS SHOWN HEREIN ARE THE PROPERTY OF CKC INC. THEY MAY NOT BE USED OR COPIED IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF CKC INC. FILE NO.: DATE: SCALE: DRAWN BY: CHECKED BY: SHEET NO SHEET TITLE: PATIO ROOF FRAMING & CONN JAT REVISIONS Response to Correction CYW Letter #1 ISSUED FOR PRICING RA ISSUED FOR BLDG RA PERMIT SUBMITTAL REVISIONS BY DENIS TURCO ARCHITECT Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE 0730A JUN, 2007 AS NOTED RA TS NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. 2.01 5' PVC UP INTAKE AIR, 200 L55 (E) 424x68 (.) y4\x 5" DIA 13 VENT UP TO POWER VENT AT ROOF, 200 LB5 (E) 412x14 e (N)L5x3x$ (LLV) TYP LINO TYP (E) 412x14 (E) 412x14 (E) WISx35 6" PVC l�P EXH AIR, 20 LB5 (E) 424x76 (E)W24x55 (E) WI4x26 —o=1 cri m u l (E) WI4x26 I (E) 421x50 (E) 416x31 (E) 416x31 (EE) 416x31 (E) 416x31 MECHANICAL LOW ROOF FRAMING PLAN van i'-ou (E) 412x16 A (E) 412x16 (E) 424x6. (N) (E) W16x V RTU 3 l WT: 2000 - " (E) 412x16 .1RTU 2 r %, wr: 2700 /LBS i / /// (E) 1^1I6x31 L.n (\l) 410x15 ///'//// V , i ii1WT: 4100 LBS ; / (IN) 410x15 I 3 (E) 416x26 " (E) 412 3 i IMUA -o1 W1' 351 LB , (E) 440x183 Z WT: 980 LBS (E) COMPOSITE LONG DECK (VERIFY) (E) 433xiT8 WT: 510 LBS (E) 421x44 (E) 421 x 44 WT: 300 LBS (N) L5x3x3 /8 (E) 433x118 i (E) 421x84 W f: 2600 LBS MECHANICAL HIGH ROOF GAMING PLAN f BOILER WT: 525 LBS CODE OM A � M, R , RECE1 v E . CITY OF TUKVVILA MAR 13 2008 PERMIT CENTER THE DRAWING MUST NOT BE SCALED, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, AND LEVELS PRIOR TO COMMENCEMENT OF THE WORK AND IS HELD RESPONSIBLE FOR REPORTING ANY DISCREPANCY OR OMISSION TO DENTS TURCO ARCHITECT INC. IMMEDIATELY. COPYRIGHT RESERVED . THIS DRAWING IS EXCLUSIVE PROPERTY OF DENIS TURCO ARCHITECT INC., AND MAY BE REPRODUCED ONLY WITH THE PERMISSION OF DENTS TURCO ARCHITECT INC., IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAME AS ARCHITECT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS "ISSUED FOR CONSTRUCTION' AND SIGNED/ SEALED BY THE ARCHITECT, 3 C ,i obal Ciro #3`ic STRUCTURAL ENGINEERS THE DESIGN AND CONCEPTS SHOWN HEREIN ARE THE PROPERTY OF CKC INC. THEY MAY NOT BE USED OR COPIED IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF CKC INC. FEB 29/08 /� FRAMING & CONN / REVISIONS FEB 08/08 ROOF FRAMING REVISED JAN 25/08 A Response to Correction Letter #1 DEC 5/07 ISSUED FOR PRICING OCT 31/07 ISSUED FOR BLDG PERMIT SUBMITTAL DATE REVISIONS DENIS TURCO ARCHITECT Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE Tukwila, WA Cary Kopczynski & Company 10500 NE 8th Street, Ste 800 Bellevue, WA 98004 -4351 Phone: (425) 455 -2144 Fax: (425) 455 -2091 www.ckcps.com FILE NO.: DATE: SCALE: DRAWN BY: CHECKED BY: SHEET NO 0730A JUN. 2007 AS NOTED RA TS JAT CYW CYW RA RA BY SHEET TITLE: MECHANICAL ROOF FRAMING PLAN NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. 2.02 THE DRAWING MUST NOT BE SCALED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, AND LEVELS PRIOR TO COMMENCEMENT OF THE WORK AND IS HEW RESPONSIBLE FOR AEPOFMNG ANY DISCREPANCY OR OMISSION TO DENIS TURCO ARCHITECT INC. IMMEDIATELY. COPYRIGHT RESERVED . TMS DRAWING I5 EXCLUSIVE PROPERTY OF DENIS TURCO ARCHITECT INC., AND MAY BE REPRODUCED ONLY WITH THE PERMISSION OF DENIS TURCO ARCHITECT INC., IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAME AS ARCHITECT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS "ISSUED FOR CONSTRUCTION" AND SIGNED/ SEALED BY THE ARCHITECT. STRUCTURAL ENGINEERS THE DESIGN AND CONCEPTS SHOWN HEREIN ARE THE PROPERTY OF CKC INC. THEY MAY NOT BE USED OR COPIED IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF CKC INC. FEB 29/08 JAN 25/08 Cary Kopczynski & Company 10500 NE 8th Street, Ste 800 Bellevue, WA 98004 -4351 Phone: (425) 455 -2144 Fax: (425) 455 -2091 www.ckcps.com DEC 5/07 ISSUED FOR PRICING RA OCT 31/07 ISSUED FOR BLDG RA PERMIT SUBMITTAL DATE REVISIONS BY FRAMING & CONN JAT REVISIONS Response to Correction CYW Letter #1 DENIS TURCO ARCHITECT Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE Tukwila, WA SHEET TITLE: DETAILS FILE NO.: 0730A DATE: JUN. 2007 SCALE: AS NOTED DRAWN BY: RA CHECKED BY: TS SHEET NO ° 3.01 NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. N ; a ` 2 -2x12, REF PLAN 51MPSON 434 L ', (E) W24 N c 1' f 's /4' , /ERF -) i 4x10, REF ARCH'L I 4 N 1 -3 3 '4 ' ; r'E IF ; .• _� \ te r > 6 ~ METAL STUDS / (E) N24 OR N21 BEAM, REF PLAN _ .. .._ � .- - ..._ I I " '' ; , ' i z • i j ? i I '' I �r.� ____A 16D COMMON MIN T WIRE NAILS a 18 "oc (STAGGERED BTWN E4 2x) � =� 2x12 CONT OR W211 BEAM - - .... s i I ',, • I � �-_ z i1 fi '� 1 Vn � w v v�wt7 r�iiY"Mw�h'r.n;sri,'�f�fr�ti,�! ur�-w, r, sx twiw.p:Y;,.vr:ty,,..11 H _ I fir ° - � I (E) W24 OR W2� BEAM p. ANGLE a EA SIDE OF 2x12 METAL \ x -1` 1 / �• � A , 2x10 CONT w/ MIN 5 -S SCREWS a EA STUD 2- 60062 -3 a 51 4 � .._ II I 1, , U I 1 ° \ ; �,,c, m � ___,• = a } I I ' /, �I 1 SECTION ! �,✓ I ` " 1 I i ' STONE CLADDING, REF ARGI -IL .- e 1 1 ► I 13 I I _ _- -. ` FRAMING BY OTHERS © A ROOF , REF ARCH 2x12 CONT, REF PL AN 1 ? f' '�. ` . 11 I ;' I I 'I'�' 1 1 " =1' —O" t' i I sl SIMPSON CJT4 SECT l ?� i 51MP50N CJT4 CONCEALED TIE - _. i ' ,� 1 ul ( 1 SECT a FRAMING BY OTHER5 II II 1 ' I I 1 CONCEALED TIE _ Y.., :1 ._ - _ _ _ - - -- 2 '` II ' 14 PSL 3 1/2x , I REF PLAN t - L . • - -- _. _ 1 � ! SECT 4x10, REF ARGH'L 600T200 -54 CONT -- •- ` ' e / SLOTTED TRACK RACK w/ 0.145 DIA POWDER ACTUATED FASTENERS a 16 "oc A 1 IL I . • �+� 1 I i i I I 1 I r =2x12 A' ` REI= P.CH'L 4x1a, A ohm. EA 2x12, INFILL w/ 6005162 -43 a 16 o MAX MAx 1 I A , 51MPSON CJT6 o 1 3 I I ' 1 - ' I 2 -6" MIN METAL STUD BY OTHERS A CONCEALED TIES, TYP a EA SIDE OF 4x14 4x10 REF a PLAN ' -2x12 MET AL SIGN, 1 / COM4ECTO4 2 SLOCKINCzB, REF PLAN 2 2x12, 11111/ 17/ :: !W A I ,,' 4x10, REF I �� CAN1OPY C4ECTON1 REF ARCH'L OEIJ 2 2x12 CONT w/ MIN 5-'10 SCREWS a E4 STUD J i PLAN 2x10 CONT MIN f \ . � �� . REF PLAN SIMP50N a w/ _ -R�. ~�� -- 5 *8 SCREWS a J EA STUD L. ` f 6005162 -43 J 2- 6005162 -43 STUD a E4 2 -2x12, INI =ILL w/ 6005162 -43 a 15'oc 1455 12x6, L90 EA SIDE OF 2x12 . •- A 6" MIN r , METAL STUDS BY r �j 0- r - A. 2x10 CONT SIMPSON 1-11.55 PG ANGLE 4x14, REF PLAN ' Tr 600TI25 -43 CONT TRACK w/ 0.145 DIA POWDER REF PLAN STOREFRONT CONTRACTOR ALLOW TO MIN 1/2" VERT MOVEMENT CANOPY ACTUATED FASTENERS a 16 "oc (STAGGERED) DETAIL E1I Ai r 'I; � 10EGONT J '. 1 J SECTION >4 6x6 POST, REF PLAN SECTION _ '4' TRELLIS CONECTOT\! DETI1 1IS CONNECTO11 OEI1 TRELLIS CONNEC''ONI OEI1 0 4 0 0 1/2" : 11 -0" 1/2" : 1 ._ 0 .. 1/2" : 1' -0B 1/2" : 1' -0" 1/2" = icon 2x12 CONT, REF PLAN t'4 1 f - -:_ - .._.. N ( VERIFY) (E)W24ORN21 0 ' • . • • • . • • ' . _ Y .. �p FG °���"` 9 ���� ,,CE COD '- p ad a €, .0 r ,) t I _ -� �- �� ����� 1 (E) N16 BEAM .. .. 1 . 1 __ .- I r, - -_ _ _ 1 r BEAM CLADDING, ROOFING, REF SIMPSON L90, TYP, UNO 2x12 CONT, _ - I, ...._... � � TT ICY•WE a r ,AWE. NN A.W,Wex a!h• , Tnls�.v+ w A. �• � vu } -Ir I —' �- :k. ` (E) STEEL ANGLE (VERFIY) " - -- �: _ - `i A 1 0 STONE REF ARCH'L SFS INTEL r i SIMPSON A34 ANGLE a EA SIDE OF 4x10 ..� , III WT -T- 5/16 -9 21/32, L6x4xl /2 (LLV) a EA SIDE OF POST w/ SHORT SLOTTED HOLES FOR 2 -3/4" DIA 4325 THROUGH BOLTS. FINGER TIGHT TACK WELD NUTS TYP 4 AT EA POST a: � II r I s♦ p1 X11 A T _ I / 5 4x10, F LAN I I I -1 — I; I I � • I I I I I/4 ■ L ° 6" 1604 MIN METAL STUDS BY OTHERS a EA SIDE OF 4x18 SECT f 4x14, REF PLAN � 4x12, REF PLAN I/4 TOG EL • I - I x14, REF PLAN � 3 112x14 PSL, REF PLAN 'A A `-. REF ARCH'L 5IMP50N I • I •I • ! 4x14, REF PLAN 6x6 PO5T, TYP SFS INTEL r H55 126 REF x, PLAN L3x3x1/4 ERECTION ANGEL IF REQ D CJT6 CONCEALED TIE, TYP 4x14, REF PLAN —� ' �'�-' 5 -1/4" DIA BOLTS a EA STUD • 1 1 t I n IY I '' _-- �=' � 1458 6x6 POST w/ 1/4 THICK GAP FE " x12 " xl ' 6" 16GA MIN METAL STUDS AT EA SIDE n OF 4x14 /� SECTION 'A' W -T- 5/16 -9 21/32, TYP 6 AT EA POST 3 r , 1 1/4 • TO (N) SLAB- ON- GRADE, REF' DET 11/83.02 g BASE 11'_ 3/4 -0 w/ 4 -5 /8" DIA EPDXY ARCH'L (4 1/2" EMBED) 3/4" THK GROUT BED ri'..�rrrrr e- /2111111116.. II � 4 [l e e � a c u o o a e n STEEL. I OST CONNIEC1I to v o , OBI DEI1. 1 " =11 -0" TRELLIS CONNCTO1 ONT411.. CANOPY CO4EC1iONI • 6 3/4" = S 1/2" : 1 -0" 1/2" : 11 -0" ,. .M1 . M1 M1 A A A A M1 . A .M1 .. A . L A A A A A A A A A A H M1 M1 1' -0" • " oc 10 � *6 YERTS 4 TIES ALTERNATE a 6' -0 "oc, TYP HOOKS 14 - 's6 VERTS, TYP . _ CONIC P `_ \" = � °' �, °` .� .. ,: 2 /o *4 a 6 "oc TIES, TYP, ALTERNATE HOOKS I LAS1ER DETIJ RECEIVED CITY OF TUKWiLA MAR 13 2008 PERMIT CENTER ~= — -�� 2x4 a 12 (PROVIDE 1 -2x4 a EA 51DE OF 6x6 POSTS) - - �A � - \ : + . �¢ : :;: ME *4 HORIZ 5 r rl w/ STD 90° HOOK 1 SLAB ON GRADE w/ $4 a 18 "oc a MID DEPTH EN VAPOR BARRIER, REF ARCH L GRANULAR FILL (4" MIN) 3 - CONT = _ I I SLAB ON GRADE w/ *4 a 18uoc a MID DEPTH EN VAPOR BARRIER REF ARCH L 2 -6 1 SLAB ON GRAD w/ * 4 e 18 "ac a MID HEIGHT EN i I II I � Y I r r � _i o < I% >Y -, X 6 " '4 STOREFRONT, ARCH L REF .: I � : 5 -*5 a EA WAY SECTION 'A' -' y GRANULAR FILL (4" MIN) I! GRANULAR FILL (4" MIN) SECT IMINIMMIll 1 \ in l� � ` _,,, .N.- �.. Am- .�' .h'_i` � j ��[� r�F � �� ► +' rrr� � ? - �w���� i Z a �' A W a AM i i i' i�i 4. A MA _:+_:r ..:i ":rr r`��_ I *1;6 �zr � -- , _ • , - I lo ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦rr� -... ♦ ♦ ♦ ♦ ♦ .`.r,,�w . / + , ____����y_*' + . 4�.ate�. �w �w �w 00.011#: �w 11 .�.a, SOL.. . �+..a 'mow ` 1 ��' �w tiw :w �w �r mow:. ♦♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦� ♦♦� ♦ ♦♦ ♦♦♦ ♦ ♦�, ♦ ♦ ♦/ o a d I ♦ ♦ ♦♦ ♦♦ ♦� ♦� ♦•♦ 1 ♦ ♦ ♦ ♦ ♦� ♦ ♦ ♦ ♦♦ / ♦♦ ♦ ♦�♦ ♦♦ ♦♦ ♦♦♦♦♦♦♦ ' a ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ . ♦ ♦ ♦ ♦ ♦ ♦ ♦r� � ♦ ♦ ♦� ♦� ♦� ♦ \ . ° \ \� \ / / \ \ / �\ 4 e \ \ \\ 18" GEO -FOAM EPS (EXPANDED POLYSTYRENE BLOCKS), 41_011 /' /\ / /, //\ 15' GEO -FOAM EPS \//�/� (E) GRADE BEAM (EXPANDED (VERIFY) POLYSTYRENE BLOCKS) ?far° 61-415-ONI-GR4DE DE1 IS" GEO -FOAM EPS / \//\ (E) GRADE BEAM (VERIFY) (EXPANDED POLYSTYRENE BLOCKS) SLAB- ON-GRADE DETAIL 0 TYP =ouN4 =ETIi 0 3/ .4" : 1 1 -0 " , 1 3/4 : 11 -0" 3/4I : 1 1_ 19 " 3/4 : 11 -0II THE DRAWING MUST NOT BE SCALED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, AND LEVELS PRIOR TO COMMENCEMENT OF THE WORK AND IS HEW RESPONSIBLE FOR AEPOFMNG ANY DISCREPANCY OR OMISSION TO DENIS TURCO ARCHITECT INC. IMMEDIATELY. COPYRIGHT RESERVED . TMS DRAWING I5 EXCLUSIVE PROPERTY OF DENIS TURCO ARCHITECT INC., AND MAY BE REPRODUCED ONLY WITH THE PERMISSION OF DENIS TURCO ARCHITECT INC., IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAME AS ARCHITECT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS "ISSUED FOR CONSTRUCTION" AND SIGNED/ SEALED BY THE ARCHITECT. STRUCTURAL ENGINEERS THE DESIGN AND CONCEPTS SHOWN HEREIN ARE THE PROPERTY OF CKC INC. THEY MAY NOT BE USED OR COPIED IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF CKC INC. FEB 29/08 JAN 25/08 Cary Kopczynski & Company 10500 NE 8th Street, Ste 800 Bellevue, WA 98004 -4351 Phone: (425) 455 -2144 Fax: (425) 455 -2091 www.ckcps.com DEC 5/07 ISSUED FOR PRICING RA OCT 31/07 ISSUED FOR BLDG RA PERMIT SUBMITTAL DATE REVISIONS BY FRAMING & CONN JAT REVISIONS Response to Correction CYW Letter #1 DENIS TURCO ARCHITECT Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE Tukwila, WA SHEET TITLE: DETAILS FILE NO.: 0730A DATE: JUN. 2007 SCALE: AS NOTED DRAWN BY: RA CHECKED BY: TS SHEET NO ° 3.01 NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. THE DRAWING MUST NOT BE SCALED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, AND LEVELS REP PRIOR TO COMMENCEMENT OF THE WORK AND IS HELD RESPONSIBLE FOR ORTING ANY DISCREPANCY OR OMISSION TO DENIS TURCO ARCHITECT INC. IMMEDIATELY. COPYRIGHT RESERVED . THIS DRAWING IS EXCLUSIVE PROPERTY OF DENIS TURCO ARCHITECT INC., AND MAY BE REPRODUCED ONLY W4111 THE PERMISSION OF DENIS TURCO ARCHITECT INC., IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAME AS ARCHITECT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS "ISSUED FOR CONSTRUCTION° AND SIGNED/ SEALED BY THE ARCHITECT. JOEY'S G ,al Gnll anti IL STRUCTURAL ENGINEERS Cary Kopczynski & Company 10500 NE 8th Street, Ste 800 Bellevue, WA 98004 -4351 Phone: (425) 455 -2144 Fax: (425) 455 -2091 www.ckcps.com THE DESIGN AND CONCEPTS SHOWN HEREIN ARE THE PROPERTY OF CKC INC. THEY MAY NOT BE USED OR COPIED IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF CKC INC. FEB 29/08 JAN 25/08 DEC 5/07 OCT 31/07 DATE DENIS TURCO ARCHITECT Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE Tukwila, WA SHEET TITLE: DETAILS FILE NO.: 0730A DATE: JUN. 2007 SCALE: AS NOTED DRAWN BY: RA CHECKED BY: TS NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. SHEET NO FRAMING & CONN JAT REVISIONS Response to Correction CYW Letter #1 ISSUED FOR PRICING RA ISSUED FOR BLDG RA PERMIT SUBMITTAL REVISIONS BY .02 MECH ROOF TOP UNIT, REF PLAN — (N) MECH ROOF TOP UNIT, REF PLAN \ �--- -• (N) MECH UNIT CURB BY OTHER, REF MECH 1 DRAWING FOR CURS ATTAC1- 1MENTS TO (E) GONG SLAB ' 1 I I ' r 1 - - . (E) COMP DECK w/ GONG (VERIFY) 4 A 1 1/2" LONG (N) MECH UNIT CURB BY OTHERS ROOFING, REF A CN� / - . _ ,; .. I , -. - - - BY OTHERS ATTACHMENTS (E) COMP GONG (VERIFY) .. DECK w/ - t l 1 t T ROOFING, REF ARCM (N) MECI.4 CURB, BY DTI-1E UNIT POWDER FASTENERS (STAGGERED OF (E) CURB x ACTUATED e 12 "oc AT BEAM NEB), TYP COMP DECK ATTACHMENT, I-- EA SIDE w/ GONG (VERIFY) BY OTHERS - t . SAWCUT Ai- I ANC PLACE (E) SLAB lrR ALL (N) -ALES ARE IN - . N - _ .Ia � . � , M A - i 1— 1 % i " ' O _ 0 0 1 + rh 0 —. r L Nl0 BEAM, 0,145 DIA x 11/2" LONG REF PLAN POWDER ACTUATED FASTNERS e 12 "oc TYP AT EA ANGLE 1/53.02 4" ( N) (N) Wl0 BEAM, REF PLAN 0.145 DIA x 1 1/2" LONG POWDER ACTUATED FASTNE:RS s 12 "oc TYP AT EA BEAM AND ANGLE 1/4 / I �. <T YP TYP �'� ", , •,; - (t'4) 5E411 (N) Wl0 BEAM, REF PLAN L5x3 (LLV) BEYOND, REF PLAN (1\l) BEAM CO1\N DEI I/4 > 5/16° THICK 51-fEAR TAB w/ 2 -7/8" DIA A 325 BOLTS, TYP (E) REF DET FOR CONN INFO TO (N) BEAM CONN DEAI WF BEAM, REF PLAN (N) SEAM TO (E)15E M CO4 DETAIL 0 1 1/2" - 1' -0° 1 1/2n : l'-0" 1 1/2° - 1' -P)" , 5IMPSON SET O 1 1 I BOT OF (E) LO NG 5LA8 I I I 1 I I Ai BOT OF (E) C ONC SLAB 1 362 137 4ANGER 4' -0 "oc, TYP I 1 �► 1 ` SOT OF (E) CONC SLAB 4t /b CONT Y -JOINT * �_� I- EQUIVALENT EPO>CY TYP 1 AT EA CORNER 1- HANGER I I 50T OF T ED ui 7 :^ (E) SLAB I/2" DIA THREADED � � f ROD w/ HEAVY DUTY .' NUT ONE ABOVE AND , \ j j / \\ �, / �• ,\ / / i ', ti' . •••y .\ ' �• / ` \ � ij \ / z_ .• . . r. ' WNW �� "FORM Nj N — — I 3625137 -43 �� 17 471 ' WV II IF, � . . — _. .. -5AVER %/� % i. /\ M / 1=5H, HOLD T OP W r J i�A _ ,- �' v 1V `\TYP ONE BELOW THE 3/16 1- 4ANCsING ANGLE AT xxx- w EA CORNER OF .' L333 /81' 0° LONG / HOOD ,' 2 -3/8 D EXPANSION / / / DROP -IN OR EQUIVALENT , w/ MIN 1 1/2 EMBED) L4x4x l2 GA ANGLE w/ 2 -3/8" DIA EXPANSION ANCHORS (51MP50N DROP -IN O EQUIV), TYP 3625137 -43 KICKER e 8 -� YP �� 4005137 -43 MAIN RUNNER s 4' 0 " -oc — I__ //� / / // / / / / / / / / / 3625137 -43 / 4' -0 °oc l i A (4) *10 SCREWS MIN, TYP UNO 3625127 -43 TRACK BETWEEN EA HANGER, TYP WIRE HANGERS, BY OTHERS ACOUSTICAL T -B ARS, \ A \ �� OF MESH 3/4 " BELOW TOP OF HANGER , 4' -0 "oc, TYP _ I I I L4x4x 12 GA ANGLE w/ 2 -3/8" DIA EXPANSION ANCHORS ISIMPSOK DROP - IN OR EQUIY) , TYP MN, SCREWS MIN, TYP \ 3625137 I I I 11 1 I 4 - *10 5GREW5 MIN, TYP ANGLE w/2 -3/8" DIA EXP ANSION ANCHORS (51MP50N DROP -IN OR EQUIV), TYP SLAB EDGE SLAB CONSTRUCTION JOINT 3625137 -43 KICKERS e 8' -0 "oc, TYP AT BOTH DIRECTIONS 3625137 -43 MAIN RUNNER 1 � I SAWCUT DEPTH USE APPROVED FILLER TO A 0>= D/4 4 COLUMN OR WALL, REF PLAN �� 1/2" BITUMINOUS . STRIP � \;.. MikAll° ' ¢$0 L3x3x3 /8 KICKER TYP AT ALTERNATE CORNERS (TOTAL 4 REQ'D PER EA HOOD) ' / HANGING ANGLE BY KITCHEN MOOD BY OTHERS HOOD MFR TYP AT EA (860 LB5 MAX) • CONER OF R 1-IOOD -43 MAIN RUNNER a 4' -0 "oc I* r I� I I — — J I ' ' I — I ' ' I — ' - — — , D 4' " I 11 , , 1 • I � , I i ; ; i 1 I �' I HANGER a UM 3625137 _ 3625137 -43 CONT CONK w/ EA T OP MAIN RUNN * NFILL . / / � / / � \ la. �` _ 0 -43 KICKERS 8 -0 oc, TYP AT BOTH DIRECTIONS n Gws CEILING DETAIL i ! r � \ / " 11I � , - � - TYPICAL <ITC4l HOOD CONN ET IL / � �- -� �--� i' ■ `� %• '•• /i //<<, CONTROL JOINT ISOLATION JOINT �. C # - ' — n BY OTHERS 3625131-43 ' ,4 , HANGER (INFILL w/ 3025131 -43 D 3625137 -43 3025137 -43 8' -0 "oc _ �_- :..__■■ KICKER MAX, TYP 3625137 2' -0'oc a 2 -0 oc) 302TI25 -43 CONT, TYP -43 MAX NOTES: 4' -0 "NFILL w/ 3025137 -43 oc (I a 2' -0 "oc) 1 GRADE SLAB SHALL NAVE CONSTRUCTION JOINTS OR CONTROL JOINTS AT A MAXIMUM SPACING OF 20' - 0° LOCATED TO ENCLOSE MAXIMUM AREA OF 400 SQ FEET. SUBMIT LAYOUT TO STRUCTURAL ENGINEER FOR APPROVAL. 2. TYPICAL SLAB SASE IS PER SOILS CONSULTANT RECOMMENDATIONS. ■ 362TI25 CONT -43 362TI25 CONT -43 3625131 a 2' -43 no -0 oc I� L GUM CEILING DETAIL 5 DETAILS TYPICAL GUS CEILING DETAIL 0 o �/ 10 ��..�� 1 n _ 11_on 18 _ it -0n 1° C 1L -0e 1 u = 1 1 - ,------ ,-;', \ l' \ %-' cg , 5-: PPP "` -mayy .^�z ` ,,4#04?) 1 y5 ST ` RECEi.: E .) CITY OF TUKWILA MAR 13 2008 PERMIT CENTER THE DRAWING MUST NOT BE SCALED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, AND LEVELS REP PRIOR TO COMMENCEMENT OF THE WORK AND IS HELD RESPONSIBLE FOR ORTING ANY DISCREPANCY OR OMISSION TO DENIS TURCO ARCHITECT INC. IMMEDIATELY. COPYRIGHT RESERVED . THIS DRAWING IS EXCLUSIVE PROPERTY OF DENIS TURCO ARCHITECT INC., AND MAY BE REPRODUCED ONLY W4111 THE PERMISSION OF DENIS TURCO ARCHITECT INC., IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAME AS ARCHITECT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS "ISSUED FOR CONSTRUCTION° AND SIGNED/ SEALED BY THE ARCHITECT. JOEY'S G ,al Gnll anti IL STRUCTURAL ENGINEERS Cary Kopczynski & Company 10500 NE 8th Street, Ste 800 Bellevue, WA 98004 -4351 Phone: (425) 455 -2144 Fax: (425) 455 -2091 www.ckcps.com THE DESIGN AND CONCEPTS SHOWN HEREIN ARE THE PROPERTY OF CKC INC. THEY MAY NOT BE USED OR COPIED IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF CKC INC. FEB 29/08 JAN 25/08 DEC 5/07 OCT 31/07 DATE DENIS TURCO ARCHITECT Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE Tukwila, WA SHEET TITLE: DETAILS FILE NO.: 0730A DATE: JUN. 2007 SCALE: AS NOTED DRAWN BY: RA CHECKED BY: TS NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. SHEET NO FRAMING & CONN JAT REVISIONS Response to Correction CYW Letter #1 ISSUED FOR PRICING RA ISSUED FOR BLDG RA PERMIT SUBMITTAL REVISIONS BY .02 ITEM NO. DESCRIPTION MANUFACTURER MODEL NO. QTY MECHANICAL REMARKS GAS BTU HW CW WASTE DFU DIR CONN Notes r + - r M r r N C 0 N r '- N r i M M N N ON r l . M r .4. r r r r r ..... r . M N N N N N N N- r M N N ..- Z2 ==>. ZZ Z ZZ 2 Z2 ZZ 2 22Z222=22 >- >- >- 1 K1 Not Used K1B 6 0/13 Range Top Quest costa 1' 180,000 1, 2 K1C 8 burner range Quest custom 1" 240,000 1, 2 K3 Broiler - 58" Quest QBD58 ND 1' 195,000+ 1, 2 K4 Griddle ,Quest EGT -24 1' 180,000 1 K5A Deep Fryer - Caster Quest MV40 3/4' 130,000 - Use 3/4' Gas Hose Supplied Indirect Waste from Coil, Indirect Connection 1, 2 1, 2 K8B Cold Drawer Base Quest 1OD Remote FFD K8C Cold Drawer Base Quest 1OD Remote FFD Indirect Waste from Coil, Indirect Connection 1, 2 K10 Cvap Cook & Hold Winston CAC507- HL -3-A 1/2 1, 2 K11A Not Used , 1, 2 K19 Soft Drink Carbonator Habco or similar 750 1/2" 1(21 Coffee Brewer Bunn CBDCF35 -TC 1 /4' Install Backflow Preventor and Shut Off Valve 1, 2 K24 Glass Washer (US) Dolfyn Ecolab 1/2" 1/2" 2" Inds ect Connection 1, 2 K26 Cappuccino Machine Nuova Semlini Microbar 1/4' Indirect Connection 1, 2 K29 Dishwasher (US) Ecolab ES -4000 3/4" _ 2" 1, 2 K29A Dishwasher Booster 'Hata) C -12 3/4" 1, 2 K31 Walk -In- Cooler Box Coldmatic or similar 1" _ Indirect Connection Indirect to FFD 1, 2, 4 1, 2, 4 K32A Beer Coils 1' K33A Walk -In Protein Cooler Coils 1' Indirect to FFD 1, 2 1, 2 K34 Modular Ice Storage Bin 3/4" K34A Cuber - 1300 LBS 2x1 /2" 2x3/8 ", 3/4" Water Cooled, Indirect Connection 1 K35A Walk -In Freezer Coils Coldmatic or similar 1' Heat Trace On Drain, Indirect Connection 1, 2, 4 K36 Wine Wall Coil Refrigom or similar 1" In Ceiling Above Winewall, Indirect Connection 1, 2, 4 1, 2, 4 K37 ,.. Rice Cooker Tiger JHC2200 1/2" ' 55,000.00 K40 Beer Towers Penick or similar 1/2" _ 1" Indirect Connection 1, 2, 4 _ 1, 2 K47 _ Spare 1" K47b Refrigerated Compressor Bar custom 1' Self Contained Indirect Connection Self Contained, Indirect Connection 1, 2, 4 1, 2 1, 2, 4 K50 Spare custom 1' K51 Refrigerated Compressor - Front Line Kairak or similar custom 1" K58 Tilt Skillet Cleveland SET15 /ST28 Connect from Base, Indirect Connection 1, 2 K66 Slush Unit - Remote Taylor RD30 3/8" 1' Water Cooled, Indirect Connection Self Contained /Cabana 1, 2 1 K66A Slush Machine Sef- Contained /Slush Unit -Self Contained Taylor 432 1" 1, 2 S4 Bain Marie Table QMW custom Plumb 1" waste to adjcent jub drain 1, 2 5178 Cocktail Mix Station QMW custom 1 -1/2" Indirect Connection 1, 2 S18F Plate Warmer with Baine Marie QMW custom 1/2' 1, 2 S19B Refrigerated Compressor - Back Bar- 48" (K47) QMW custom 1" Indirect Connection 1, 2 S19C Refnierated Table - Back Bar - 48' Double Sided (K47b) QMW custom 1" Indirect Connection 1, 2 S19D Refrigerated Table - Back Bar- 108" Double Sided (K51 ) QMW custom 1' Indirect Connection 1, 2 'S22 Drainshelf Over Potsink QMW custom Drain Sink To Below, Indirect Connection 1, 2 S25 Pot Sink - Triple QMW custom 1 /2" 1/2" 1 -1 IT Indirect Connection 1, 2 S2543 Clean Dish Table QMW custom 1-1/2" Indirect Connection 1, 2 S26 Soiled Dish Table QMW custom 1/2' 1/2" 1-1/T x 2 Inc Sink & Dumpsink 1, 2 S28a Food Salad Table QMW custom 1 /2' 1/2" 1-1/2" Indirect Connection 1, 2 S29 Bar Sink QMW custom 1/T 1/2' 1-112 1, 2 S29a Double Bar Sink QMW custom 1/2" 1/T _ 1-1/2" 1, 2 S30 Hand Sink -- Dro In QMW custom 1 /2" 1/2" _ 1-1/2" 1, 2 S3OA Hand Sink - Wall Mounted QMW HFS 1 /2' 1/T 1 1, 2 S31 Water Dis penser - Ice Wel! QMW custom 1/r 1-1/2" Indirect Connection 1, 2 S32 Di pper Well QMW custom ^ 1/2* 1-1/2' Indirect Connection 1, 2 S36 Wall Pone! -Mo Sink QMW custom 1/2" 1 -1/2' t 2 S45 Cold Table QMW FFD Indirect Connection 1, 2 S46 Cold Table QMW FFD Indirect Connection 1, 2 S54 Wall Faucet Swin QMW custom 1/2" 1/2" 1, 2 S 92 Service Counter = W /Hsink QMW 1 /2' 1 /2' 1 -1 /2" 1, 2 51 D2 Bar Table QMW 1 5103 Bar Table Droft Beer QMW 1/2" 1-1/2" 1, 2 S104 Cabana Back Bar QMW _ 1 S105 Drink Ral QMW _ 1 5300 5hater Rinse QMW custom 1/2* 1' Supplied By Owner 3 P -1 B DESCRIPTION WATER CLOSET SEAT FLUSH VALVE SEAT FLUSH VALVE URINAL (AEA} FLUSH VALVE URINAL FLUSH VALVE LAVATORY, COUNTER, PUBUC FAUCET SAFETY COVER OFF SET LAV GRID STRAINER P -TRAP VALVE SUPPLIES LAVATORY, COUNTER, PUBLIC ADA SAFETY COVER P -TRAP VALVE SUPPLIES FLOOR SINK FLOOR SINK 'TYPE B" STRAINER ASSEMBLY TRENCH DRAIN SLOAN OPTIMA 186 -1.0 KOHLER K- 5015 --ET SLOAN OPTIMA 186 -1.0 KOHLER K-2196 HYDROTEK -5000E TRUEBRO 103 McGUIRE 155WC BRASS CRAFT OCR1920 TBD HYDROTEK -5000E TRUEBRO 103 BRASS CRAFT OCR1920 ZURN -Z1950 ZURN -Z1960 ZURN A-415 ZURN Z -328 ZURN Z400J TROUGH LAVATORY SINGLE INLET, ELECTRIC OPERATED, SENSOR OPERATED BY E.C.L UNDER SINK P TRAP COVER, TWO ANGLE VALVE COVE TAILPIECE WHEELCHAIR STRAINER COVER 1-1/4" BRASS P -TRAP LOCK SHIELD LOOSE KEY, CHROME 12" OD ROUND x 8" DEEP CAST IRON FLOOR SINK WITH ACID-RESISTANT COATING AND ABS DOME STRAINER 8' OD ROUND x 6" DEEP CAST IRON FLOOR SINK WITH ACID-RESISTANT OATING AND ABS DOME STRAINER FLOOR DRAIN, DURA- COATED CAST IRON BODY W/BOTTOM OUTLET. POLISHED NICKEL BRONZE STRAINER. DIAMETER FUNNEL CONVERTING ASSEMBLY, DURA COATED 1 /FASTENERS TO SECURE FUNNEL TO STRAINER. RECTANGULAR FLOOR DRAIN 5x21, 32 SQ IN OPEN AREA STRAINER, INTEGRAL SEDIMENT BUCKET, NICKEL BRONZE TOP UR -1 A UR -1B L-1 B FS -1 FS -2 FD-1 FD-2 TD-1 WATER CLOSET WALL HUNG, WHITE CHINA, 'DEXTER' TOP SPUD, SIPHON LOW CONSUMPTION 1 GPF FLUSH VALVE, ELECTRIC POWERED, SENSOR OPERATED 120V POWER BY E.C. COUNTERTOP, VITREOUS CHINA 'PENNINGTON", WHITE, INSTALLATION TO COMPLY WITH ACCESIBILITY REQUIREMENTS SINGLE INLET, ELECTRIC OPERATED, SENSOR OPERATED BY E.C. UNDER SINK P TRAP COVER, TWO ANGLE VALVE COVE TAILPIECE as CHAIR STRAINER COVER 1 114* SEAMLESS BRASS, HEAVY RUBBER BASIN WAS 1 -1 A. BRASS P -TRAP LOCK SHIELD LOOSE KEY, CHROME CONNECTION CW WASTE VENT m ' -u. 4' 2' MIN MINA MM 1-1/4" O MIIIIIIMMIMII Mil IIIIIIIIIIIMMI MINIIIIMIII. MN MEW I= MIMI 051132311riillin MN ■111111 =M6M,: •IIIIIII= NM U MUM MI MAE NM 1/2 3/4' 3' NOTES: 1 OWNER FURNSHED AND INSTALLED 2 OWNER FURNISHED CONTRACTOR INSTALLED 3 CONTRACTOR FURNISHED AND INSTALLED 4 FURNISHED WITH STAINLESS STEEL MESH /SCREEN NO. P--1 A FLOOR OPEN LOW MOUNTED, VITREOUS CHINA, 1-1/2 TOP SPUD, FRONT WITHOUT COVER, WHITE, FOR ELONGATED BOWL CONSUMPTION 1.6 GPF FLUSH VALVE, ELECTRIC POWERED, SENSOR OPER ATED (120V POW WALL HUNG, WHITE CHINA, "DEXTER" TOP SPUD, SIPHON L NOT BE HIGHER THAN 17' AFF. LOW CONSUMPTION 1 GPF FLUSH VALVE, ELECTRIC POWERED, SENSOR OPERATED 120V POWER BY E.G. NOTES 3 3 3 3 3 3 3 3 3 -H DCV --- 414 -Ft 4VAC GW BUTTERFLY VALVE BALL VALVE GATE VALVE PRESSURE REDUCING VALVE CHECK VALVE DOUBLE CHECK VALVE ASSEMBLY PRESSURE RELIEF VALVE GAS CHECK VALVE SOLENOID VALVE AUTOMATIC BALANCING VALVE MANUAL BALANCING VALVE TWO -WAY CONTROL VALVE THREE -WAY CONTROL VALVE AUTOMATIC FLOW REGULATING VALVE GLOBE VALVE --I I- PLUG VALVE ► \: BACKWATER VALVE DIAPHRAGM VALVE VACUUM RELIEF VALVE WC0 WALL CLEANOUT II HOSE BBB m WALL HYDRANT 1 PIPE CAP CO CLEAN -OUT CONCENTRIC REDUCER ECCENTRIC REDUCER � - DIRECTION OF FLOW DIRECTION OF SLOPE X PIPE ANCHOR 1 0 PIPE UP I D PIPE DOWN TOP CONNECTION BRANCH BOTTOM CONNECTION BRANCH ELBOW ELBOW (SANITARY) III TEE I } i TEE (SANITARY) COLD WATER HOT WATER HOT WATER RECIRC WASTE /RAINLEADER VENT GREASE WASTE PLUMBING LEGEND 4. PRESSURE TEST GAS, DOMESTIC COLD WATER AND HOT WATER PIPING. 5. LEAK TEST WASTE AND VENT PIPING. �-- ---�- -� PUMP -°-- w--� -- - - - WATER METER FLEX CONNECTION THERMOMOTER DIFFERENTIAL PRESSURE SWITCH ----f RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY DP STRAINER rte- -1 STRAINER W/BLOWOFF PRESSURE GAUGE 4Ps PRESSURE SWITCH FUNNEL PRESSURE TEST PORT ( PETE'S PLUG) - 1 FLANGE FITTING II BLIND FLANGE ______A UNION T EXPANSION JOINT FLOWMETER, VENTURI WATER HAMMER ARRESTOR BULB WELL FLOW SWITCH BULB WELL WITH SENSOR MANUAL AIR VENT AUTOMATIC AIR VENT AQUASTAT FLOOR CLEANOUT YARD CLEANOUT FLOOR DRAIN; CANOPY DRAIN ® FLOOR SINK OO HUB DRAIN [] YH YARD HYDRANT T/7 PIPE SLEEVE 4 WHA FCO YCO of Jx 1 ALIGNMENT GUIDE THRUST BLOCK TRENCH DRAIN FIXTURE TAG EQUIPMENT TAG SCOPE OF WORK 11 1 64223 1. FURNISH AND INSTALL PLUMBING FIXTURES, SUPPORTS, TRIMS AND NECESSARY ACCESSORIES. 2. FURNISH AND INSTALL DOMESTIC COLD WATER, HOT WATER, WASTE, GREASE WASTE & VENT PIPING, FITTINGS, SUPPORT, VALVES, INSULATION AND NECESSARY ACESSORIES. 3. FURNISH AND INSTALL_ GAS PIPING, FITTINGS, VALVES, SUPPORTS AND NECESSARY ACCESSORIES. L T , PLUMBING NOTES 1. ALL PIPING AND PLUMBING PER UPC 2006 AND LOCAL AMENDMENTS. 2. DRAINAGE, WASTE AND VENT UNDERGROUND - CAST IRON NO HUB PIPE AND FITTINGS. 3. WASTE AND VENT ABOVE GROUND - CAST IRON NO HUB PIPE AND FITTINGS. 4. VENT PIPING 1 "0 AND SMALLER, ABOVE GRADE CAN BE SCHEDULE 40 GALVANIZED STEEL PIPE WITH THREADED COUPLING. 5. DOMESTIC WATER ABOVE GROUND - COPPER TUBE TYPE L HARD WITH 95 -5 LEAD FREE SOLDER OR MECHANICAL JOINTS SUCH AS VICTAUUC. 6. DOMESTIC WATER BELOW GRADE - COPPER TYPE K SOFT WITH 95 -5 LEAD FREE SOLDER. 7. GAS PIPING - 2" AND SMALLER - BLACK STEEL, SCH 40, WITH SCREWED JOINTS AND 150 POUND MALLEABLE FITTINGS. 21/2" AND LARGER - BLACK STEEL, SCH 40 WITH WELDED JOINTS AND BUTT WELD FITTINGS. 8. FIELD COORDINATE FLOOR SLEEVES WHERE NECESSARY 9. ALL PIPE SIZING NOTED ON THE DRAWINGS ARE MINIMUM. 10. PROVIDE CLEANOUTS ON SANITARY SEWER SYSTEM AS REQUIRED BY CODE 11. THESE PLANS ARE SCHEMATIC AND DO NOT INDICATE EVERY OFFSET REQUIRED FOR ROUTING. IT SHALL BE THE PLUMBING CONTRACTOR'S RESPONSIBILITY TO COORDINATE PIPE ROUTING AND ELEVATIONS WITH OTHER AFFECTED TRADES BEFORE CONSTRUCTION. WHERE CONFLICTS OCCUR, REROUTING MAY BE NECESSARY. 12. THE PLUMBER SHALL VERIFY ALL DRAIN AND PIPING LOCATIONS WITH ARCHITECTURAL, STRUCTURAL AND KITCHEN CONSULTANT DRAWINGS. 13. ALL FIRE STOPPING OF THROUGH AND MEMBRANE PENETRATIONS AS REQUIRED BY THE UBC SHALL BE PROVIDED AND INSTALLED BY THE PLUMBING CONTRACTOR. 14. VALVES - ALL VALVES TO BE BRONZE WITH A MINIMUM OF 125 PSIG WORKING PRESSURE RATING. USE GATE VALVES OR FULL PORT BALL VALVES ON ALL VALVES 21/2" AND LARGER, CONVENTIONAL PORT BALL VALVES ON ALL VALVES 2' AND SMALLER, EXCEPT WHERE NOTED OTHERWISE. 15. HANGERS AND SUPPORTS - ALL HANGERS AND SUPPORTS PER M55 SP69. HANGERS DO NOT NEED TO BE OVERSIZED FOR PIPE INSULATION. PROVIDE SUITABLE BRACE FOR HORIZONTAL CAST IRON PER UPC 316. 16. G.C. TO PROVIDE AND INSTALL ACCESS PANELS WHERE NECESSARY FOR ACCESS TO ISOLATION VALVES AND CLEANOUTS. P.C. TO COORDINATE LOCATIONS WITH G.C. 17. PIPE INSULATION: COLD, HOT: USE PRE - FORMED HIGH DENSITY FIBERGLASS WITH ALL SERVICE JACKET. COVER ELBOWS WITH FIBER PACKING AND PRE-FORMED, PLENUM RATED FITTING COVERS. -ALL COLD WATER PIPING: ye INSULATION WALL THICKNESS (MINIMUM). - ALL ' HOT WATER PIPING: ALL PIPE SIZES 21/2' AND LARGER; 1 INSULATION WALL THICKNESS. ALL PIPE SIZES 2' AND SMALLER; 1' INSULATION WALL THICKNESS. ALL RUNOUTS TO FIXTURES NOT EXCEEDING 12' IN LENGTH; ' /2" MINIMUM INSULATION WALL THICKNESS. - TRAPS UNDER HANDICAP LAVATORIES: PRE - FORMED INSULATING COVERS COMPLYING WITH ACCESSS IBILITY REQUIREMENTS. USE TRUBRO OR ENGINEERING APPROVED EQUAL 18. P.C. TO PROVIDE ACCESSIBLE SHUT OFFS FOR ALL DOMESTIC HOT AND COLD WATER LINES SERVING FIXTURE BATTERIES. 19. INSTALL SHOCK - ABSORBING DEVICES TO PREVENT WATER HAMMER IN ALL LINES SUBJECT TO ABRUPT SHUT -OFF. 20. PROVIDE WATER METER IN AN ACCESSIBLE LOCATION WITHIN TENANT SPACE 5 FEET ABOVE FINISHED FLOOR. FINISHED FLOOR. METER SHALL HAVE READOUT. 21. GREASE WASTE LINE SHALL BE INSULATED AND HAVE ELECTRIC HEAT TRACE FOR TEMPERATURE MAINTENANCE. approv - : t l d date: 1 1_ 0 0 MUM' u ©a••au1 E NzstFrea Raft o co � o 151, al MAIN '1' °4 N 42145 roa a CO In M vim 0 ap 0. 10/4/07 � J LLJ Q CO LJ.1 CO (40) P co O U . . (e) 0 S O e n NOTES: 1 KITCHEN EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL KITCHEN EQUIPMENT . 2 MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL COLD, HOT, WASTE, VENT, GREASE WASTE AND GAS PIPING. 3 OWNER FURNISHED AND INSTALLED 4 KITCHEN EQUIPMENT CONTRACTOR SHALL INSTALL DRAIN LINE TO NEAREST FLOOR SINK/DRAIN. PLUMBING FIXTURE SCHEDUL : TRIM / ACCESSORIES MANUFACTURER & CATALOG NUMBER KOHLER4368 FLCCR MOUNTID, VITREOUS CHINA, 1-1/2 TOP SPUD, OLSONITE 1OCC ---- 10P EN FRONT WITHOUT COVER, WHITE, FOR ELONGATE[ BOWL SLOAN OPTIMA 111 ES LOW CONSUMPTION 1.6 GPF FLUSH VALVE, ELECTRIC POWERED, SENSOR OPERATED 'i 20V POWER B E.C. KOHLER 4350 OLSONITE 1OCC SLOAN OPTIMA 111 ES KOHLER K- 5016 -ET KITCHEN EQUIPMENT LIST (EQUIPMENT I1-I PLUMBING OR GAS ONLY) .'•, ..... ... ...... ... ....� ....:1:='. >..........r................_.. `. ... .r'ir:':...:.f�.. , `iS`?. o:f: .�.i'�a NORDSTROM sotaV ELECTRICAL __...[ REQUIREMENTS JOEY'S SOUTHCENTER SITE PLAN FILE COPY vit5 Permit No. Plar review approval is subject to erroits and ardssions. Approval of Construcon doc unerds does not authorize the violation of any adopted code or onbance. Receipt of approved -_.',, :Ai _ is admovdedged: A r By ...� Date: City of Tukwila BUILDING DIVISION REVISIONS No changes shall made p be the ode //�� t e sco Q to G V p of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees SEPARATE REQUIRED FOR: PERMIT (1Mechanical Si Electrical O Plumbing O Gas Piping City of 'Tukwila BUILDING DIVISION • y •F� AAV ABV AD ADA AFF AP BEL BFV BP BT BV BWV CD CFF CLG CO COB CONC CONN CP CV D CW DBP DCVA DD DDCVA DN DSN DWG DWV EA EEW EL ESH ET EE W HH EWT FC FCO FD FFD FLR FS FU G DATES t ado: data: ( trade: dafe: ARCHITECTURAL S &C - AR 1Hl I rCTURAL TI -- PLUMBING AB : REATIONS AUTOMATIC AIR VENT ABOVE AREA DRAIN AMERICANS WITH DISABILITIES ACT ABOVE FINISH FLOOR ACCESS PANEL BELOW BUTTERFLY VALVE BOOSTER PUMP BATHTUB BALL VALVE BACKWATER VALVE CONDENSATE DRAIN /CANOPY DRAIN CAP FOR FUTURE CEILING CLEANOUT CITY OF BELLEVUE CONCRETE CONNECT /CONNECTION CIRCULATING PUMP CHECK VALVE COLD WATER (DOMESTIC) DROP (DOWN IN ELEVATION ON SAME FLOOR) DUPLEX BOOSTER PUMP DOUBLE CHECK VALVE ASSEMBLY DECK DRAIN DOUBLE DETECTOR CHECK VALVE ASSEMBLY DOWN (THROUGH FLOOR BELOW) DOWNSPOUT NOZZLE DRAWING DRAINAGE WASTE AND VENT EACH EMERGENCY EYEWASH ELEVATION EMERGENCY SHOWER EXPANSION TANK ELECTRIC WATER HEATER ENTERING WATER TEMP FLEXIBLE CONNECTION FLOOR CLEANOUT FLOOR DRAIN FUNNEL FLOOR DRAIN FLOOR FLOOR SINK FIXTURE UNIT GAS GD GPM GV GWH HB HD HPCW HPT HW HWC IE LESS LWT MAV MPG MH NIC ORD ORL ORLBG PD POC PRV P5! PT RD RL RLBG RPBA SP TB TD TP TYP UP UPC V VTR W WBG WC WCO WH WHA W/ GARAGE DRAIN GALLONS PER MINUTE GATE VALVE GAS WATER HEATER HOSE BIBB HUB DRAIN HIGH PRESSURE COLD WATER HYDRO -- PNEUMATIC TANK HOT WATER HOT WATER CIRCULATING INVERT ELEVATION POUNDS (UNIT OF FORCE) LEAVING WATER TEMP MANUAL AIR VENT MED. PRESSURE GAS MANHOLE NOT IN CONTRACT OVERFLOW ROOF DRAIN OVERFLOW RAIN LEADER OVERFLOW RAIN LEADER BELOW GRADE PLANTER DRAIN POINT OF CONNECTION PRESSURE REDUCTION VALVE POUNDS PER SQUARE INCH PRESSURE TEMPERATURE TRAP (PETE'S PLUG) RISE (UP, tio SAME FLOOR LEVEL) ROOF DRAIN RAIN LEADER RAIN LEADER BELOW GRADE REDUCED PRESSURE BACKFLOW ASSEMBLY SUMP PUMP THRUST BLOCK TRENCH DRAIN TRAP PRIMER TYPICAL UP (THRU FLOOR ABOVE) UNIFORM PLUMBING CODE VENT VENT THROUGH ROOF WASTE WASTE BELOW GRADE WATER CLOSET WALL CLEANOUT WALL HYDRANT WATER HAMMER ARRESTOR WITH SHEET INDEX FMA SHEET SHEET TITLE 1 P0.01 LEGENDS AND NOTES 1 P1.01 PLUMBING SCHEDULES 1 P2.00 UNDERGROUND PLUMBING PLAN 1 P2.01 FIRST FLOOR PLUMBING PLAN 1 P2.02 SECOND FLOOR PLUMBING PLAN 1 P2.03 THIRD FLOOR PLUMBING PLAN 1 P6.01 PLUMBING DETAILS `:f.• ;':i' - •NA ' •N •N• '" '.:s,: . ry 5 '. :SiANA• r'tf k q AA ;.•',tip a: .i ; N . . 3e �r .' A°. `:':'•.••;'•iii };K dNA {,`i -A ; :, .:i.::NA :: :.. .,.....•,..�. ,....... ... ,..S.. ...... ....... �. ,: ;:y- ,,.�__...,. ,, •r'ii::�rtrao'4 "rr!•. ,:ti �.:,..•�a!o. +.�... ,. �i .:..... .... ...�r•..`, -, ..._ LEGAL DESCRIPTION POR OF NE 1/4 OF NW 1/4 & OF VAC STS DAF N 72.35 FT OF NE 1/4 OF NW 1/4 LY WLY OF C/L VAC 57TH AVE S& S158FTOFN230 .35FTOFE581.04FTOFNW1 /4 OFNE1 /4 OFNW1 /4 &PORBEG NE COR OF SUBD TH 5 552.42 FT TH N 89- -31 -13 W TO C/L VAC 57TH AVE S TH NLY ALG SD C/L TO N LN OF SUBD TH E TO BEG LESS N 10.83 FT OF E 44.90 FT THOF LESS POR WITHIN FOLG BEG N 89 -40 -24 W 23 FT & S 00 -19 -36 W 433.24 FT FR NE COR OF SUBD TH 5 00 -19 -36 E 236.16 FT TH 5 89 -40 -24 E 119 FT TN N 00 -19 -36 E 21.42 FT TH S 89- -40 -24 E 183 FT TO BEG LESS PARCEL AND /OR PARCELS PER US DIST CT W DIST OF WASH N DIV DEC OF TAKING CIVIL # 6010 ?6O7 z73 ENDINc:.i.' I "Y APP'`+RVED FOR CO RECEIVED OCT 1 2007 PERMIT CENT Lk a c 0 CD date of Iasi revision: 10/4/07 cadd file name: 0 L 0. 0 0 1 P001 PLUMBING LEGENDS AND NOTES HOT WATER CIRCULATING PUMP SCHEDULE QTY PUMP # MAKE LOCATION USE MAKE MODEL, PUMP PERFORMANCE DATA IMPELLER DIAMETER FLUID TEMP. WORK USE 1 MOTOR DATA WEIGHT LBS REMARKS GPM HEAD EFF. BHP MAX. /MIN. PRESS. VOLTS /PIT. EFF, HP -- 111A1111.1111MMIIIM HCP- -1 j__ LEVEL 1 DOM HW CIRC PUMP B&G PL -36 f 12 - 0.17 3 230' / - 150 115/1 - - - - - - ITEM NUMBER QTY MODEL MAKE LOCATION TANK CAT' GAL FORMANCE DATA :- (F.1 MP OPERATION WEIGHT (LBS.) RECOVERY GPH DT REMARKS KW AMPS V /PH EWH -1 1 DVE -200 A.O. SMITH LEVEL 1 200 180 217 460/3 1500 738 100 1, 2, 3 1. EC. TO PROVIDE AND INSTALL ALL POWER WIRING AND DISCONNECT (U.N.O.), SINGLE POINT POWER CONNECTION (O.N.O.) 2. MOTOR EFFICIENCY MUST MEET MINIMUM REQUIREMENTS SPECIFIED BY THE WASHINGTON STATE ENERGY CODE A■WD /OR LOCAL CODE REQUIREMENTS 3. REQUIRES FIELD INSTALLED AQUASTAT, INSTALLED BY PLUMBING CONTRACTOR, WIRED TO MOTOR STARTER BY E.C. 1. DISCONNECT PROVIDED AND INSTALLED BY E.C. 2. PROVIDE MTH #90 EXTROL EXPANSION TANK. 3. SET HW TEMPERATURE TO 140 DEG F. HAND SINKS WILL HAVE LOCAL MIXING VALVES FOR MIXING TO 100 - 120 DEG F. ARCHITECTURAL S&C - ARCHITECTURAL 11 - trade: DRAWING XREF DATES date: trade: date: NOT :PPROVED FOR CONSTRUCTIO n � v o rn ®© ©•■■■■ r----77 --.,,. T ' i'.., . „,,,, -,, L.,.'-x...'7,77:-.5 7717...„?C..f...17;,,..4„".1 7: 'L ‘v.7.,,. .1 r :'' - ' 77; OCT 11 4::: i"i" . : PP RECEIVED OCT 12 2007 PERMIT CENTEV date of last revision: 10/4/07 1 �l �i _� ..i 1 fLIS name: P101 ..., i 1 A vorer 8.00' 15' IE:18.00' T 8 "RWL DN 7i4 ; anpr, 8" STUB -UP FOR FUTURE 1 F' RWL 16 3 W UP TO WC 8" - 7 ^+.rr. .aaussu- 2" W UP TO FD .�TwlAavl.wf9s t ury,.1 n Cps �. 2� W UP TO FD 3" W UP 3" W UP TO MS 2' 1 TO FS 17. wev^n � xvavmvsv tila,¢vevamM PL r 9iVG PLAN 6"GW IE= 22.5" TO 4000 G REASE I REFER TO CI c. r.+ rcaneran:ancnzT.v� �v1 r an 14" trade: PAC- ARCHITECTURAL S&C - ARCHITECTURAL TI - 4NOWAt1G M.W 1,Q ba1.7. •1,16.:Y! Y.ttwasam.Sta.HCniv. 6" STUB -UP FOR FUTURE CONNECTION AND FUTURE CLEAN-OUT rn., l K41IK41 z' V uP�TYF TO COMBINE VENTS IN AT A MINIMUM OF ABOVE THE FLOOI, 10" PVC (FOR BEER & POP) ■IMiiiiu�I�� morismossinss ■■r11i ii■■ LIGSU -_.� a ■ • I7 r __T = 1 • fill © ■ 11••••111•MM It ilfllrll11111 •1•r1•2 LrFZWL UP._ ... Mil Vr y � � bit id • � V• +'` \F- 4, Vii' ° i fil „rf tw/ r�lAftliik fMk, JAI X1I II��I ■ICI tit's RIP!elI icAR !Or. P.O.C. 'f k: II! III III I II liil i[IllilJI 1 iii jru - 1�ilii■ �ruE i .■�1 J Ire _ . ���_�!_. •i pryllinprO' �•.v K Au. Ali \I 191111111111 =' 111 : P IWIlllll TIE Fog 7 4x6� ��x: � 24x60 mo =aa C.r . _..1._.- T.__._I ..._ I____1_ ._J_ 4x 8: " V UP N PP.1O) OMBINE TS IN T A MINI UM OF 6 I UP IP. 1 2 "WJP lE=25.85' T/ - _ 2" vi TO FD 0 0 0 date: STzE v / 1 DRAWING XREF DATES trade: WmCAt.13F.2:t111.1213 2 "VUP 2 V UP (TYP.3) 4 "GW UP 2" W UP GW 1 GAS BY PSE ENDI date: "2J " TP " date of last revision: 10/4/07 cadd file name: 1 TP •'9:-' - 'b.. - - ` , y ., rte - • RWL EXISTING CONSTRUCTION NEW CONSTRUCTION FUTURE CONSTRUCTION DEMOLITION TENANT BOUNDARY KEYED NOTES 0 LANDLORD P.O.0 ® TENANT PROPOSED P.O.C. ® UTILITY LINES PART OF SHELL AND CORE (BY LANDLORD) ® VERIFY LOCATION TO AVOID OBSTRUCTION PRIOR INSTALLATION. USE 45 ELL MAXIMUM ONLY. 05 COORDINATE TERMINATION LOCATION WITH KITCHEN EQUIPMENT. } t . ' • .., ... ?�i.:. ...., � ,. ..., :.. �., 1 .'-;.:. s�': 1f?.:?. �G�:.. � :'d'� ?:'1:[�1•:fG;�iS_� ?:Y- SF' }�g;lY�;:;��k'�r'u': �'•i.�a}�:.''i �i.� {rnk`.;� ;: 1. — SHEET NOTES RECEIVED OCT 12 Zoo? PERMIT CENTER G CIT APPR V L FOR CONSTRUC. TON p pprov to Ye LiDc (135 MBH) 16 I I ,112: _ ON WAIL OGIUQR bISPLA'TI • fiL L - 17 _7, I_ 2,, . .._ _ . .. .. .„ ..„ . . .. __ . _ .... ill i 1 2 , 6 Y1- - - . _ . . _ _ .... _4 EL .1 . _I_ I . 1 7 I_ _I .1 _L.„..„r= ___J_____L___I I 1 1" CW 1" HW 1/4' HWC Iil II1P • ...Zilt 1011r- •=:,M1M.I.,,W ■ •11 .1.m ft IIN Ni ii A i iL Us ..r i ,_ .mosl Ii— 'IWCAIK ff._veiJ i---mm.r.e-mx.mre:3i m ir.:_mm.t.-MG iiil — D11111111'1 — ar katvriko'itstArokiikst$ sf 111 I h.d.,,Iltutt.d,,,,a,egsvid,e. .....i prcp.7.;;-iivo I. .. IAINIACIIIIIVIIIllid'Acidinha ..!- - 1. - . .........,,,,,,. 4.. ..."___mamiAmmmmtlimmmommou illltrais in lilt u_kiri I I g . ' t "IMII■Mft 1• 7 . . . . . 11111111 111101111 111LiraailMINIW- %all - • El ' NM RP WL: [C .. r - 771m 4L11" KIS -100Stig .14111 -•• 1 1/2' Icw r Li h I LJP 2R I 1 111111 1 1 I FIREP1- BH) - we LPG DN TO FIREPLACE "Th (519) _ j. „„. ---; T STAFF • lye LPG 3411 BH) -A — 131 3” EXISTING �W 1 4" EXI 1 . / Er FIRST FLOOR PLUMBING PLAN Scale: 1/4' • Fr)) €.4.67 4) • FAT [ U1 11) ..__ I L _ ID r -- I 3 4' LPG - trade: date: ARCHITECTURAL S&C - ARCHITECTURAL TI - p.O.C. " "mp HWC CODE FO MAR g APPROVFf,„ 2 V DN TO MANIFOLD 4" EXISTING V DRAWING XREF DATES trade: date: P.O.C. —r 4 7- 3" V EXISTING V 2' V DNI L1 f 1/2" 3* V 1 2 D - 0 INSTALL TRAP =!1111=17011 SIM 10110)1111•1 2' V DN TYP. LINOYF'E LEGEND • EXISTING CONSTRUCTION • NEW CONSTRUCTION ▪ FUTURE CONSTRUCTION • DEMOLITION • TENANT BOUNDARY KEYED NOTES SHEET NOTES APPROVED FOR CONSTRUCTION RECEi r CITY OF TUKWILA MAR 1 3 2008 PERMIT CENTER 0 INSTALL WASHINGO STATE APPROVED BACKFLO REVENT1ON DEVICE ON WATER PPLY. ®—ROUTE DRA • :,•,- T-FLOOR--SINK.- - M FOR FLOOR DRAIN. ® BACTERIA ENZYME INJECTION SYSTEM TO BE CONNECTED AT EITHER THE UPPER MOST FIXTURE ENTERING THE TRAP, OR INTO THE TRAP COVER DIRECTLY PER COB POLICY. O UTILITY LINES PART OF SHELL AND CORE (BY LANDLORD) ® HAND SINKS AND LAVATORIES SHALL BE REGULATED BETWEEN 100' AND 120 'F VIA MIXING VALVES AT EACH FIXTURE. 1. P.C. TO COORDINATE ALL FLOOR SINK LOCATIONS WITH KITCHEN CONSULTANT. 2. WATER TO CARBONATORS SHALL HAVE A WASHINGTON STATE APPROVED RPBP WITH APPROVED PLASTIC PIPE DOWNSTREAM OF THE RPBP. CARBONATOR WASTE CONFECTION AND TRAPS SHALL BE PLASTIC. approved: date: E N7 U 0 C E 7, 0') c.4 CC ci N) CC ci cadd file name: P201 cc CD ENDING CITY APPROVAL P2.01 isame 13/24108 11/1/0 klig 111 2 et: Mt 21 co m D Lai lal g 4 V z IA mil el isj 0 0 LLI Z I- w < I- 0 Ct) 0 c.,4 V)■-• Illi e ---- - c o 11111 c! co E = c 1 IIII NI- c '' -Q CNi -c a aka PI &34 o .-, 61" "E - c) 3 i: 0 -0 E 2 ND _0 cNI 4 :_) c .„.. j z d . itc-c ) , 0 O • L. 0 C c e 0 0 i a- a ce w < Zco LU CO rom w 0L) LLJ 0 date of last revision: 11/14/07 3/11/2008 10:54:19 AM, rnarlig 0 > 13 cm OD Z C A O - mml z 0. 0 0 a. a . CD 3 0. a a. a 0 0 11 13 0. 0 0. a 0 _L JOEY'S SOUTHCENTER 633 SOUTHCENTER MALL TUKWILA, WA 98188 I ,------ SECOND FLOOR PLUMBING PLAN 7 date: 7/23/07 scale: 1/4" = —0" engineered: drawn: GR EJF approved: Fri co original job number: 64223 1 * HOLADAY•PARKS, INC. 4600 S. 134th Place Seattle, WA 98168 P.O. Box 69208 (206) 248-9700 STATE CONTRACTORS' LICENSE NUMBER- HOLADPI379NO 1 1 I 1 1 1 1 1 no. date by 1 9/11/07 GR 2 10/4/07 GR 3 10/30/07 GR 4 11/1/07 GR 5 11/14/07 GR addendum T.I. #64223 HEALTH DEPT REVIEW T1 #64223 PERMIT 1SSUE T.I. #64223 HEALTH DEPT REVIEW rev HEAT TRACE GREASE WASTE DELETED GREASE DRAIN PIPE. ADDED CANNISTER. no. date fl r by addendum c ; C� L 3" V DN 4'v ICU -01 LPG DN 1'/e LPG -/ Scale: 1/4' - 1-0" NN\ a 0 ROOF PLUMBING PLAN 2" LPG / \\ // IRTU -2 [MUA - I [EF -2 �E -1 trade: 1 1 1 1 /Fir GREASE COLLECTOR/ CANISTER (CHANGE PERIODICALLY) E1 ARCHITECTURAL S &C - ARCHITECTURAL 11 - date: trade: IEFI -3 1 GREASE COLLECTOR/ CANISTER (CHANGE PERIODICALLY) �J DRAWtIG XREF DATES date: ICU -021 MAC-8 1 APPROVED FOR CONSTRUCTION 0 4 a `? ^tea ��i�` � RECEI ,r i"J CITY OF TUKWILA MAR 13 2008 PERMIT CENTER LINETYPE LEGEND = EXISTING CONSTRUCTION - NEW CONSTRUCTION = FUTURE CONSTRUCTION • DEMOLITION - — d -- = TENANT BOUNDARY 2 o PENDING CITY APPROVAL approved: date: e a 0 w c,1 N d cp m re W W 1— 1— CC co T'7 CO w Cn Cn 1— a w CL T'7 N (0 1- CC C.9 Ca CV V Q Q w Cr Ca W CC W x c CD Pr) et ExniEs W24/OB 11/1/07 tit CIL at ° tr p N alik.41144 ▪ �O m o • v y co ao 0 cadd file name: P203 -v m w s= 2 aT� a. o 0 a N V W ix 2 z z o� w 4J N H Z La N date of last revision: 11/1 407 P2.03 3/11/2008 10:54:40 ANT MUDSET FLOOR FLASHING CLAMP FIRE --� STOPPING NO --HUB CONNECTION 3' WASTE TO DRAIN FLOOR SINK SET FLUSH W/ TOP FIN. FLR. CAULK JOINT THIN SET CERAMIC TILE, Tom. 2'm0° DIAMETER FLASHING WATER PROOF MEMBRANE GAS Mt 1 .R BY TENANT BY PSE LP GAS TO JOEYS PRV PIPING CONTRACTOR R.O.C. SEISMIC SHUT -OFF VALVE BY PIPING CON TRACTOR. DETAIL -- GAS METER CONNECTION Scale: N.T.S. CW SUPPLY TO JOEYS SOUTHCENTER WATER METER RESTAURANT BY TENANT 5' FFISP PIPING CONTRACTOR P.O.C. TO KITCHEN EQUIPMENT - DISCHARGE TO - NEAREST FLOOR DRAIN WA. STATE APPROVED REDUCED PRESSURE BACKFLOW ASSY CW SUPPLY ISOLATION VALVE (TYP.) HW TO BLVG HOT WATER HEATER #1 TANK RELIEF, ROUTE TO FLOOR DRAIN THERMOMETER THERMOMETER CIRC. PUMP SEE SCHEDULE SHEET METAL DRAIN PAN (TYP.2) R -10, INCOMPRESSIBLE INSULATION PAD. DETAIL - PARALLEL HOT WATER HEATER WITH CIRCULATION PUMP Scale: N.T.S. NOTES: 1. PROVIDE SEISMIC BRACING FOR BOTH HOT WATER HEATER. MIN. 22 GAUGE x 3/4' METAL STRAPS (TYP.2). 2. ENSURE PIPE FRICTION BETWEEN THE MAIN INLET AND THE MAIN OUTLET IS EQUAL FOR EACH HOT WATER HEATER. USE SIMILAR PIPE SIZING AND CONFIGURATION ON INLET AND OUTLET. SHORTER INLET PIPING CAN BE BALANCED WITH LONGER OUTLET PIPING FROM THE SAME TANK. 3. PROVIDE GALVANIC CORROSION PROTECTION AT EACH HWH. CW FROM BUILDING 10/4/07 DRAIN PAN —\ 4 SPACE FOR TRANSFORMER in Is 3 i4�� DRAIN y 2 1/ 2 1/2 /2' FF PLATFORM & STAIR BY G.C. DETAIL - SECTION OF EWH -1. Scale: N.T.S. DATES trade: EN ING CITY date: r i • 3 r »'� 7 '3r City Of Tukvaa U I L G P' S!ON 1 trade: ARCHITECTURAL S&C - ARCHITECTURAL TI - date: APPROVE FOR CONSTR CT1ON RECEIVED OCT 12 2001 PERMIT CENTEh apps ovea: date of last revision. 10/4 /r cadd I e Haas: P 202 DRA trode- d to ARCHTIECTURAL SAC ARCHITECTURE. 11 d LEGEND E , Q :iR i NEW CONSTRUCTION FUTURE D TI noN dote of last revision: 1i/14/07 F'2 O s PLU ING PLAN 1/4 2 . 0 PENDING C(J 't o Mph � 2 ; RECEIVED CITY OF TUKWILA APR 2 91U08 PERMIT CENTER EVISIIIN NO Z p60-7 - Z73 , s 20 CITY APPROVAL upprov dote proved: .01 slaIMMIZSINS21791111M2BliSSE91684,84. • •••••• ••,•• • • • • e • • • • r • • • • • e • eeee ee e e • e r .•'• • • • • ••• • •• •••• •••• ••••• •••• •• •• • 1 LPG DN • TU 1: LPG / r: A / • '--- • . . ••' • ••• •.• . , . . . . . , i!ife LP . , TU-2 tra 1 ARCHITECTURAL se ARCHITECTURAL 11 . ' rr • 0 4 , 1 h°2 , . 4 /./ • • :$• 6:t G.REASE: (0LLEOTOR1 CANISTER (CHANa PERIODICALLY) 0 N GREASE COLLECTOR/ CANISTER (CHANGE PERS:WALLY) dot DATES trade; ' A ciLL: _411 REV' 011.1 fit dot*: RECEIVED CITY OF TUMA/ILA APR 2 9 1008 PERMIT CENTER Tarsi 3 APPROVED FOR CONSTRUCTION PE LEGEND EXISTING CONSTRUCTION NEW CONSTRUCTION FUTURE CONSTRUCTION DEMOLITION TENANT BOUNDARY NA 3 20fal PERtATT CENTER PENDING CITY APPROVA 0 cadd fl name: 002 dot* of toe rovislow 11/14/07 P2203 1.(3.10M8 ft-WV