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Home My WebLink AboutPermit 6082 - Project 293 - Building D - ReroofAPPROVED FOR i BUILDING ISSUANCE BY: / (/Z,(1,; /,{. ) OFFICIAL DATE: — 6 `-; O _ 9 I hereby certify that I have read and a flied this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction the performance or work. I am authorized to sign for and obtain this building permit. `' /or SIGNATURE: /I: /' cc- .-4-Wt---7 DATE: ,S -30 ^ 90 PRINT ADDRESS 8001 Fifth Avenue South. Seattle, WA PROPERTY OWNER William E. Boeing Jr. PHONE 624 -4494 ZIP 98101 ADDRESS 1325 Fourth Avenue. Suite 1940, Seattle. WA CONTRACTOR Custom Roofing, Inc. PHONE 762 -0170 ADDRESS 8001 Fifth Avenue South. Seattle, WA ZIP 98108 WA. ST. CONTRACTOR'S LICENSE # CUSTOR*291M9 EXP DATE 9-30-90 ARCHITECT N/A PHONE ADDRESS ZIP TYPE OF CONSTRUCTION: UBC EDITION (year) 88 SETBACKS: i _ _ _ 4, - FIRE PROTECTION: Sprinklers Detectors OD UTILITY PERMITS REQUIRED ( roug Yes ® o Public Wortull ZONING: BAR /LAND USE CONDITIONSO in No 727 , 00 CONDITIONS (other than those noted on or attached to permit/plans): 5 -29 -90 PLAN CHECK FEE DESCRIPTION AMOUNT RCPT N DATE BUILDING PERMIT FEE 727 , 00 2f157' 5 -29 -90 PLAN CHECK FEE SQUARE FEET BUILDING SURCHARGE 4.50 - 2857 5 -29 -90 ENERGY SURCHARGE SQUARE FEET OCC. LOAD SQUARE FEET OTHER: TOTAL SQUARE FEET . TOTAL OCC. LOAD TOTAL - 731.50 USE / l CODE COMPI IANNCf acoR vir SQUARE FEET r OGC. LOAD SQUARE FEET OCC. LOAD SCUAFE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET . TOTAL OCC. LOAD TOTAL _ CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: (0oW ap-cto BUILDIN! PERMIT (POST WITH INSPECT SON CARD AND PLANS IN A CONSPICUOUS LOCATION) FEES 10 PROJI (:l ; INF OHMA I IDEl UI N I i .' .T.`. 1125 - 1139 Andover Pk W PROJECT NAME/TENANT Project 293 B 1 d' D DESCRIBE WORK TO BE DONE: Install new built up roofing and related sheet metal. 125. 00 ASSESSOR ACCOUNT N 352304 - 9102 -06 TYPE OF U New Building U Addition J Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage ® Reroof 0 Remodel (residential) 0 Other: This permit shall become null and void if the work is not commenced within 180 days from the Bite of issuance, or if the work is suspended or abandoned for a period of 180 days from the last Inspection. CERTIFICATE OF DATE ISSUE: OCCUPANCY NO. PERMIT NO. CONTACTED DATE NOTIFIED cl1 BY: (Init.) DATE READY — SD —a0 PERMIT EXPIRES 2nd NOTIFICATION BY: (Init.) BY: (init.) AMOUNT OWING d 3RD NOTIFICATION PROJECT NAME SITE ADDRESS l I a - I l D ci Andover SUITE NO. ----- PLAN CHECK NUMBER INSTRUCTIONS TO STAFF BUILDING PERMIT APPLICATION TRACKING K t,J • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. mugs >: >:: >:::::: }::: } '' >. ate Approved - BUILDING - FIRE PROTECTION: ( ) Sprinkler [ ] Detectors N/A initial review -aq -90 O FIRE O PLANNING O PUBLIC WORKS O OTHER M BUILDING - final review T,Appsoy. t!D (ROUTED) INIT: ZONING: IBAFN.AND USE CONDITIONS? ( (xJ No INIT: MINIMUM SETBACKS: N- S- E- W- INIT: INIT: e _30-.40 TYPE OF CONSTRUCTION: INIT: FIRE DEPT. LETTER DATED: INSPECTOR: REFERENCE FILE NOS.: UTILITY PERMITS REQUIRED? 11 Yes XjNo PUBLIC WORKS LETTER DATED: UBC EDITION (year): IT6t. REVIEW COMPLETED !J !JV vvuun.v1►wr wvwVa►v, I Vnwymig wwrii VV 'VV (206) 433-1849 . DESCRIP : TION AMOUNT RCPT # DATE BUILDING PERMIT FEE 727.00 :; t. 5 q._ ch PLAN CHECK NUMBER � .Q • nPL'Llc,n LION 111W-;T LIE F ILL F L) OUT C O Il I P L E TEL ELY PLAN CHECK FEE BUILDING _ SURCHARGE 4.50 ENERGY SURCHARGE OTHER: TOTAL 731 50 SITE ADDRESS SUITE # 1125 - 1139 Andover Park West VALUE OF CONSTRUCTION - $ 125,000 PROJECT NAME/TENANT Building "D" Project 293 / Multi Tenant Facility ASSESSOR ACCOUNT # 352304 - 9102 - 06 TYPE OF Li New Building Li Addition 1 2 Tenant Improvement (commercial) Li Demolition (building) WORK: ❑ Rack Storage 125 Reroof ❑ Remodel (residential) ❑ Other DESCRIBE WORK TO BE DONE: Install new built up roofing and related sheet metal. BUILDING USE (office, warehouse, etc.) Office & Warehouse Facility NATURE OF BUSINESS: Warehouse Distribution WILL THERE BE A CHANGE IN USE? d No LI Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 92,000 Tenant Space: SAME Area of Construction: SAME WILL THERE E1E STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? n No ❑ Yes IF YES, EXPLAIN: PROPERTY OWNER William E. Boeing, Jr. PHONE 624 -4494 ADDRESS 1325 Fourth Avenue, Suite 1940, Seattle, Washington ZIP 98101 `CONTRACTOR Custom Roofing, Inc. PHONE 762 -0170 ADDRESS 8001 Fifth Avenue South, Seattle, Washington ZIP 98108 WA. ST. CONTRACTOR'S LICENSE # CUSTOR *291M9 EXP. DATE 9/30/90 ARCHITECT N/A PHONE ADDRESS ZIP H E C E R T I F Y THAT I k I A Y E : : . R E A D AND EXAMINED THIS : APKICATION AND TR .IAND CORRECT, AND I AM AUTHORIZED TO APPLY FOR THIS: PE iMIT KNOW TH SAME TO BE BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE AMP .. W . . ee --z/ao --,-._ DATE 5/16/90 PRINT NAME E.L. Larson PHONE 762 - 0170 ADDRESS 8001 - 5th Avenue So. CITY /ZIP Seattle 98108 CONTACT PERSON Ed Larson PHONE 762 - 0170 CITY OF TUKWILA Department of Community Development - Building Division DATE APPLICATION ACCEPTED 5 - aq - qo BUILDINJ PERMIT APPLICATION FEES (for staff use only) APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 433 -1851 prior to submitting application. In an cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architecUengineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit Is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION EXPIRES 11�aq -qo 09/70/80 SUBMITTAL CHECkLIST COMMERCIAL ERCIAL BUILDINOS/A " •.... ..• plan drawings ci drawings ■:....P1Vd.drifiv09 : . . . so. .. • for , • ............................. 100:Ofilifit Oenpii••• tociti.:.,,....eii.'...iitoi.'.. .i4,..:.::.,..,:'ir!7"/,;:....itt:. ,.. ::.:::::.,]..:....::::..:::::::...:....„........„..::::::,:....::::::.,........... ;':$1sitii104 • tiOifef :....... ..... $00 q.!?.rt:::' • :..:.......,.......:..........„..............,:•:::::„...:.:::::::... • .....:::••••••.... .......„,.........—:...,..„.„...-...•:.:.....:•...,... .................„.:.„..... , ,:, , : . ...,•:.::,:.: iii6:,k.....:,......,..,.........F14 O!per::....:':::,...m‘,:;•:.ipp1'.:iipR„;.. Completed build .• .............: . .::..,::.:.:::.:.''''''''''' • ,.i;,.;.;....ii#.4:. Aunt Numb ..........:::......:...................,...,•:•,. ... ....., . . .. ..............-.............-,.... 4.i.,...?,:„.a......i.j.::.:,..,a;:.:......:..:::.....:,..i;;!.:::.4..,..:::,..4..: ich ind ... 13°1411:400.1ii°:r: PI:. ''''''''''' will be ''''''' ........,..:::::::::,:::,-........ . -, 4Aiiiti..rfyii..!..,....i.:.....,...., ,. ro• '''ip..:, • ••••••• .:,in: ili.a■OIP:......„::........• ..., .:. •:':!6—tensr!.,..........•:,....,:.,. showin .., ''.. ,:•:,. ' '...:' :',... :. :iiCr..- :. plan .:..::::::::•• , - :„.....ipafe..... • . ,,,.......,.......-.. : .„.... :: ,--- -e..oiiiioi c ii4 NEW gari)piet0dbOildliNfOormit OpOlicatiOn Legal desclptlon Assessor, Account Number Two sets (2) of working drawings, inch • Site plan • Foundation plan Roof plan Ndinti elevations (all ■fict*, ral framing plans tpleted utility pomilt application Sik::(8) of site plans showing utiIiss NOTE 004[4 site plan and utility she plan may be contb4,ed. See UW* permit Ipplici■OcUt in0chgcld1at for.*p*Olioi•30 Addib,nal tepographlcal soils Information may be required if unique structure Type of Inspectio Special Instructions Inspection Results /Comments Inspector CITYTUKMILA Buil ;Department 6300 • 'cthcenter Boulevard Tukwila, WA 98188 __(Z06) 431 -3670 1 n (k Site Address ( I ;252) Requestor v cam- - 17, INSPEC ,ON RECORD PERMIT #.•_.., C0(7) (_) • • Date . � 0 l / Date Wanted S _- C?"ti ' y( jroject , — • Phone # LI / 7c) U (I /? r/ (2 1.7 )k►/' Date • ;.■ : :Subj Reroofing 'Project: 293 / Building A 1125.- 1139 Andover Park West Tukwila,';Washington Owens- Corning Specification #. -IC• Insulation - 3/4." Fiberglass' 8001 5TH AVENUE SOUTH SEATTLE, WASH. 98108 PHONE 762 -0170 Custom Roofing has .installed a new built,.up. roofing membrane in .compliance with ' the following'specifications: Sincerely, Custom .Ro.fi ', Inc. E.L. • Larson,' President Per Owens - Corning specifications this roof has a Class "A" rating over 3/4" fiberglass insulation Please copy of UL Specification index attached. Interply/ Surfacing/ Slope Bitumen Type Materials per 100 ft Interply Felts 3 plies Bitumen 0'/2" II, Ill 75 lbs Y2 -3" IiI 75 lbs 0 -3" Perma Mop 75 lbs 3 -6" IV 60 lbs 3 -6" Perma Mop 60 lbs Surfacing Asphalt 0 -3" III 25 lbs 0 -3" Perma Mop 25 lbs 3 -6" IV 20 lbs 3 -6" Perma Mop 20 lbs PERMA CAP 75 lbs • N Nfr FIBERGLAS Roof Insulation Insul[4' /Cap Sheet Asphalt 33-IC Parma Mop 33E -IC PERMA PLY R 2" sidelap PERMA CAP Nominal Installed Weight -202 Ib/ 100 ft' Weights exclude roof insulation and are provided for system design consideration. Application of Insulation Apply roof insulation in accordance with specification requirements. Insulation joints should be staggered in one direction. For multiple -layer applications, offset joints of each layer a minimum of 6" from all joints of the preceding layer. Application of Plies' Embed three plies of PERMA PLY in shingle fashion (starter sheets required), lapping 24%" into uniform solid moppings of hot bitumen, using 23 -45 lb/ 100 ft' per ply. Plies may be left exposed up to six months without surfacing. Application of Mineral Surface Embed 12 -ft. lengths of PERMA CAP (18 -ft. in Area III) with 2" (min. 1 ") side and and laps into a uniform solid mopping of hot bitumen, using 20 -30 lb /100 ft? PERMA CAP end laps should be staggered minimum 3 ft. NOTE OWENS- CORNING DOES NOT RECOMMEND THIS SPECIFICA- TION OVER POLYISOCYANURATE OR POLYURETHANE INSULATIONS: In support of RIC /TIMA and NRCA, Owens - Corning recommends that an overlay of Fiberglas Roof Insulation, Perlite or wood fiber roof insulation be used to reduce any tendency for blisters to form. OWENS - CORNING WILL NOT BE RESPONSIBLE FOR MEMBRANE BLISTERS THAT MAY OCCUR OVER POLYURETHANE OR ISOCYANURATE FOAM ROOF INSULATIONS. 32 -IC ( 31 -IC 32E -IC 31E= PERMA PLY-6 PERMA PLY-IV All Ams General Note All general instructions contained in the General Requirements section of Owens - Corning Built -Up Roofing Products Reference and Application Guide, Pub. No, 5 -RW -13121 shall be considered part of this specification. Drainage Roof decks must be graded to drain all water freely. Drains shall be sufficient in number and size to assure rapid elimination of water from the roof surface. Nailing Treated wood nailers are required on inclines exceeding 2" per foot to help secure insulation and roof membranes to non - nailable decks or to decks with insulation. Nailers should be the same thickness as the insulation and should be Installed perpendicular to the slope on approximate 8 foot face -to -face for slopes up to 3" per foot and approximate 4 foot face -to -face for slopes greater than 3" per foot. Felts are to run parallel to the incline and must be secured at each nailer, a maximum 12" in from the back edge of the felt. Each nail must be covered by succeeding plies. High temperature areas may require nailing on lower slopes. Ply Edge To Ply Fdys 1 - " ,...� ---=: :_`— •`__, --„ PERMA PLY ,,i t , ±_ __'� _.. _ ti !ti ry ..� ±__.. • � � Beck ul Ply • To Nail Fleshings See Flashing Section of Owens- Corning Built -Up Roofing Products Reference and Application Guide, Pub, No, 5- RW- 13121. 9 PERMA PLY-R, PERMA PLY-6 & PERMA PLY-IV UL Specification Index Roof Insulation Class A PERMA PLY R PERMA PLY -6 PERMA PLY-1V Slope Deck Min, Thickness Max. Thickness Gravel 43-TO 42TG 41 TO 3' NC,C,PL %" FG Unlimited 43E-7G 42E4G 41ET0 3" 43PT0 42PTO 41P-TG /r" 434G 42 -I0 41-10 3" NC,C,PL %' FG, %," P,'/." Won NC deck only Unlimited 435-10 425.10 41E -10 3" NC,C,PL AC Foam (1" max. slope for PL) 4' max. 43P-I0 42P -1G 41P -1O 1i" NC,C,PL 33-TO 327G 317O 3" NC,C,PL %" FG Unlimited 33E-TG 32ET0 31E-TG 3" NC,C,PL 33P-TG 32P7G 31PTG b" NC,C,PL 33.10 32 -IG 31.10 3" NC,C,PL y" FG, 1 / 4 " P, 3 Won NC deck only Unlimited 33E -I0 32E -10 31E -IG 3" NC,C,PL 33P-1G 32P -IG 31P -I0 /," NC,C,PL 23 -TO 22-7G 217O 3' NC,C,PL %" FG Unlimited 23ETO 22570 215.70 3" NC,C,PL 23P -TO 22PTO 21P-7G X' NC,C,PL 43 -NO 42 -NG 41 -NG 3" NC,C,PL NA 435 -NO 425 -NO 41E -NG 3' NC,C,PL • 43P -NG 42P -NO 41P -NO h' NC,C,PL 33 -NO 32 -NO 31 -NO 3" NC,C,PL NA 33E -NG 32E -NO 31E -NG 3" NC,C,PL 33P -NO 32P -NO 31P -NO : 'h" NC,C,PL 43 -XO 42 -X0 41 -XO 3" NC,C,PL NA 43E-X0 42E-X0 41E -XO 3" NC,C,PL 43P -XG 42P -XG 41P -XG ii," NC,C,PL 33 -XO 32 -XO 31 -X0 3' NC,C,PL NA 33E-X6 325 -XG 315 -XG 3' NC,C,PL 33P -X0 32P -X0 31P•X0 '1." NC,C,PL Mineral Cap 43-TC 42 -TC 41•TC 2' NC,C,PL 'V FG Unlimited 43E7C 42E-7C 41E7C Unlimited 43 -IC 42 -IC 41 -IC 1" NC,C,PL %" FG, 1' P max, 1" elope A max, 1" elope Unlimited 43E -IC 425 -IC 415 -IC 2" NC %"P. 4" W Unlimited 33:7C 32 TC 31-TC 2" NC,C,PL %. FO Unlimited 335TC 325•TC 31E-TC 32.IC 31 -IC 1" NC,C,PL FO, P, W, A max, 1" elope Unlimited 33E-IC 325.1C 315-IC 2" NC,C,PL %" P Unlimited 23-TC 227C 217C 2' NC,C,PL %" FG Unlimited 23E-TC 225TC 21E -7C 43 -NC 43 -NC 41 -NC 1" NC,C,PL NA 43E -NC 43E -NC 41E -NC 2" NC 33 -NC 32 -NC 31 -NC 1' NC,C,PL NA 33E -NC 325 -NC 31E -NC 2" NC 43 -XC 42 -XC 41 -XC 1" NC,C,PL NA 43E-XC 42E -XC 415 -XC 2" NC 33 -XC 32 -XC 31 -XC 2" NC,C,PL NA 33E -XC 32E -XC 31E -XC 2" NC Emulsion 43TS 42TS" 41 -TS 3' NC %" FG, %" P 1" max. 43E7S 42E78 41E-TS Si" NC %" FG. Y." p %.' W A 4' max, 43 -IS 42 -IS 41 -IS 3" NC %' FG, %" P 1' max. 435 -IS 42E -IS 415 -IS '4' NC %" FO, /' P, y.' W, A 4" max, 33TS 32TS 31 -TS 3' NC %" FG. V' P 1" max, 33E-TS 32E-TS 31E7S h" NC '/.' FG, %" P,'/." W, A 4' max. 33 -IS 32 -IS 31 -IS 3' NC %.' FO, %" P 1' max. 33E-IS 325 -IS 315 -IS 'h" NC 1' PG,'/.' P,'/." W A 4" max. 43 -NS 42 -NS 41 -NS 3" NC NA 435 -NS 42E -NS 41E -NS 43 -XS 42 -XS 41 -XS 3" NC NA 43E -XS 42E -X8 415 -X8 Aluminum and 437S 42.78 41-TS 2" NC FG 1' max. Acrylic 4357S 425.78 415 -TS '1." NC FO Unlimited %" NC FU 4' teas. 43 -IS 42 -IS 41 -IS 2" NC FG, P 1" max. 435 -IS 42E -18 415 -IS '/." NC FG, P, W, ISO Unlimited /," NC FG, P, W, AC 4" max. 337S 32-TS 31•S. 2" NC FO 1' max, 33E-TS 32ETS 31E-TS '/." NC FG Unlimited 'b' NC PG 4" max, 33 -IS 32 -IS 31 -IS , 2' NC FG, P 4' max, 335 -IS 32E -IS 315 -IS '/." NC FG, P, W, ISO Unlimited h" NC FG, P. W, AC 4" max, 43 -NS 42 -NS 41 -NS %" NC NA 43E -NS 42E -N8 41E -NS h NC 43 -XS 42 -XS 41 -XS . y' NC NA 43E -XS 42E -X8 415 -X8 ''A" NC n c Type of Inspection �/'L'- �1 =�" $f :: .cY1 PS A-PW A-PW Requestor Cf^/7 /e Site Address Special Instructions Inspector a2S-akit CITY OF TUKWILA Building 6300 Sou . Inter Boulevard Tukwila, 98188 (206) 433 -3670 INSPECT! N RECORD PERMIT # 8;2- Date Date Wanted 5'3/ -90 Project j k 13(G(G5, Phone # ‘ Inspection Results /Comments: O V , Corlv -A }.fir nks Date 6/3 //I'd "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 X 11 Pre- reroof 431 -3670 12 13 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC, WORKS FINAL 431 -3670 • X 17 BUILDING FINAL 431 -3670 (INSPECTOR COMMENT SECTION ON REVERSE) BUILDrIG PERMIT INSPECTION RECORD CITY OF TUKWILA Post with Building Permit in conspicuous place Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 1125 - 1139 Andover Pk W SUITE NO.: BUILDING PERMIT NO. DATE ISSUED: PROJECT: Project 293. Building D CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 05/1740 ; 'ap !'1irf* PROf9 CUtTON ROOFING, INC. City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 °Attn: Duane Griffin Re: esIoma Building Permits Project 293 - Building Project 294 - Building subj: Reroofing TO, F 8001 5TH AVENUE SOUTH SCATMLS, WASH. 98 108 !HONt 762.0170 May 29, 1990 'Gentlemen: Per your request, as part of the applications for reroofing the above referenced buildings, we have attached a statement from a Washington state licensed engineer. Also, the following information pertains to both buildings. 1. Having been the original roofing contractor, we know the original roofs weighed approximately 1% # per square foot. The new roof covering will weigh approximately ; 3/4 # per square foot. Please see attached letter from Ratti.Swenson Perbix & Clark. Having maintained the roofs on both' buildings, we can certify that there is only one roof on each building.:' 3. The new roof assembly will be mechanically !Waned through the existing roof to the deck.. 4. To our knowledge, the roof deck 'is structurally..sound. 5. There is no insulation involved in the original roofing system. • The existing roofs are a smooth surfaced. We will be installing a new built up roof per Owens- Corning specification .# 31 -IC ( spec - ification sheet attached ). Per Owens - Corning specifications, this roof has a Class A rating. Please see copy of UL specification index attached. If you have any questions or need further information, phrase call our office at 762 -0170. Sincerely, COetoo R00 ng, SIC . E.L. Larson, president P.02 RECEIVED CITY OF TUKWILA MAY 2 9 1990 PERMIT CENTER Mty 24, 1990 William B. Boeing, Jr. 1325 Fourth Avenue Suite 1940 Seattle, WA 98101.2510 Attention: Jack Link Reference: Building 293/294 Reroofing Tukwila, Washington dav Dean B. Rani N 1.1 ..1 . RA SWqNSON PERBIX C L A R K Deem Jack: M your request, I have reviewed the original calculations ea4 structural members to determine the feasibility of adding a It is my opinion that the structure can safely casein the system within the allowable stresses of the materials use& The analysis was based on the original roof weighing 1.23 a. 2.75 psf, u has been reported to me. If 1 can be of any further assistance in this matter, please! Very truly yours, RAT TI SWENSON PE tBIX & CLARK, P,S. Cansuldng Engineers Otto o�ed project's t�pat rys m. might of tbeproposed rooang oamsuuctiaa of the budld e p M new root sy.t m weighing flog to all ntee intotply/ :. • Scripting/ .: •: '.: Slope :•. • .: Bitumen Typo Motorists per 100 ft I ' ' Felts . 8Ittimen, , • .., .. 0-1/2" . .. '. • 1/2-3" . • . . ..:. :3-5" • ,-. :::.. Surficing ' .. .:;• : Asphalt ..:' 3 . . .1 " .., PERMA CAP ......;.............:.:—....'.......----- ' : • . . . . . . . . ' • ••• 'i II; III . • • . • : ,Ill - ' i■i, . '. ' 1 , ::. iv 3 plies 75 lbs 75 lbs 60 lbs 2i ibs .20 lbs 78 lbs • Poul kyluittion •1 , s'..r -' r- rt' a .1 aa '. '' a '.4',•'i ' ," , insulated/ -ap Sheet ... .., .....• •-•-1 13 - .,...•31-11. . PERMA PLY-R c PERMA'PLY-IV 11.11 11" . 10" • : •4\,,. 33-IC 202 31.IC 202 Appiloation of Insulation • Apply roivi insulation in accordance with specification requirements: InjAtlation Joints should be staggered in one direction. For multiple-layer applications. Joints of each layer should be offset a ,• niinlerium, 0(6 inches from all joints of the preceding layer. Application of PHs.. • . • • Embed three p145 of ?ERMA PLY In shingle fashion (starter sheets requirec0, lapping 242/3 inches into uniform mopping s of hot asphalt, • • using a nominee 26 lb/100 ftt per ply. Plies may be left exposed up to • six Morsituf without surfacing. ' . • . • Application Of Mineral Surface • • , • , . Embed 12-ft. lengths of PERMA CAP 118-ft. In Arse Ill) with 2 Inch side • and end laps Imo a uniform solid mopping of hot steep asphalt, using is nominal 26 00 fr. PERMA CAP end laps should be staggered 3 ft. Nominal Installed lb/100 ft (Below weights exclude roof insulation and are provided for system design consideration) ........■••■•••11=11.■•■• , • . Fla Shk1 611 • . , • . , l341C' All Areas • . .. 31-IC Al) Area .Geitet Nuts . . All .. • O•ineral ItiStrutSions contained in the General Requirements • -Section shelliticoneidered part of Mill . Drainage ' • • floof decks Mien begriided to drain all water freely. Drains shell be • sUfficient in leiMberand size to assure rapid elimination of water from oofthe r itirfeClf. : . • %SW Wood *items' required on inclines exceeding 2 inches per foot to help segues W901110081 end roof membranes to non-nailable decks or 0004 with insulation. Mailers should be the some thickness . as the insole* end should be installed perpendicular to the slope on foot f•mfoseFlpt iloPes up to 3 inches per foot and foot feee•to- jet* f0f1 VI* than 3 inches per foot, Pettit ire to run perell•l to this incline end Meet be secured at each nailer, 12" In from the back edge of the felt PA* pail must be covered by succeeding plies. High ,,terhoerssuremissr cry require nailing on tower slopes. • .`041 "MVO* PI ler IMO* PLY 11.0 of Oh NMI 33 r+- • _ • . CNA • Wrl.ee •A • Gnvel PERM PLY4V UL' Specification Index MIAW& Cell emulslun 4119 3' NC %10.1. r 1e" NC i w 1,3 A 4• 3' NC t" 3' NC K 1• 3' NC'.. MAtt H/A Aluminum Ind 41.15 2" NC ' • `•41 A ' fl • NC 1i• NC !9'110 R1M tfr 1.3'A 1119 2" • r'p0,' VI' NC }� FQJJN 8114 2• NC • ..'M•PQ Mineral Goo 41.1C 3' NC ;C . • %'fG' • . 3" NC LoA ,•• M. ' 14.84 31.18 31112 111•NS 41•X5 71dC 1" ' • ' NC;CiPI "t'f ?+ 14 •W`14,... Unlimited 21."G 12 • NC;C;PL • WI* Unlimited al•NL' 12' NCIC;PL • N /A N/A 31.NC 12" NC;C1P ; N A ;•. NIA. 414(C 12• NC ;, , N fA NA 11.xC 12' NCICIPL N(A•. N/A • ' Co 41.15 3' NC:C:In . . • • Unxrnked 31.15 3' , • NCICIPL .•`. K 'ttt7 unlimited 31 T5 3' NG C PL. °!� Unlimited ' 41.N$ 1' MAN. N/A 41•X9 • J' NC;C' ■ . • N/A !.. . Footnotes • 1. UL Lining' must be Merced to tMOilrtr010dwt� I"' thidnetws idan.e end ecatpN eblo nook :monmetnods for 0,11101 •• ,x 2. No %wPof ritirdti eppravols, teem!. . a11Ct 'ii 10 Ntdisllull UL Listing. I.Otnd . Noel Insuteti A Pp • Piberul.' . Punno W .Wwd .;be' A 'Alio Fain ' Intim; mooting Conti i NC ■Non•ConCui'ble C .Coma ndN. • PL Plywood Pe,,' Mm l '. NrA .Nut App$eMbin '}. SNtHtorlont Stops InwMtloa' PUMA PIKIV Mtuknum 001i1t Typo 1 T dmise Nita. Thickness 41•I3 3' NC:C:PL %`F AMC Oldt Only) . Unlimited 3' NC;C:PL 1.SP . 4 ' 3140 3' NC;C;PL • %' . 31.13 3' NC;CP ;i'. !WINO OW Only) 3" NC :C L :1,i1: , 21.TO 3• . NC;C:PL % "R0 A1P•t3 '4' • NCCPL %'PO.RWINCONOkOnlyl $i• NC;C:PL. ;'''1.3•A 31PTO K` . , NC;C;Pt : " $t'Mt1,P.W(NC Deck Only) a• NCIC:PL 1.3•A 311 m" NC;CiPI' M Deft Onty1 i." NC;C.PI • ,1,3'1 41•N12 3' . NCiC ;PL'• 31•N0 3' NUM. t. 31P•NO V.' NC;CiPL • a1.x0 a• NC :C:RI , 314(0 3" . . 41P'XA '4' : ' NCtei.t.'. . 31P•XG y+' NC ;C:P t • 41.IC ,'. NA 'NIA NIA 2' NC.•C;PL • { :. 1•111op.) Unlimited 2" NC 1A' 4• '4" NC;C ;PI. • 11•143.P.W ov 1,3•A 4" 31 TC 2' NC;C;PL ,14•F0, Unlimited 31.1C r NC;C ;PL %'P0;1'P(MOx, 111109e1 UnlimINd 2" NC . .1.3'A 4' W 1' NC;C;PL ' %•FGMW Or $.3'A A • 21 TC 2' NC4;P . • %•ft Unlimited 41.NC 2" NC. • ' "' N/A N/A 8• CM. • OA • . NIA 31•NC 2• NC . ; . ' • • , . : ■ NA'' '' N/A '4' CAL , ,. ' :.. NA ' N/A . 4141C V NC . ' NIA N/A n' . CA. •' • NA ' N/A 31•XC 2' NC. ' • N/A •' N/A YM1p Unlimited Unlimited 1'. Unlimited Unlimited A' Unlimited 4- Unilmited 4' NA N/A NIA N/A NA 1' 1" 4• 4" Unlimited 4• 27 TOTAL P.05 0 S 1 P • N '• I I ll DA BUILDING PERMIT FEE 7 I 1 .;,., - .-.# PLAN CHECK FEE BUILDING SURCHARGE 4.50 - 2Ers7" 5 -29 -90 ENERGY SURCHARGE OTHER: TOTAL - 731- PROPERTY OWNER William E. Boeing. Jr. PHONE 624 -449 ADDRESS 1325 Fourth Avenue. Suite 1940. Seattle. WA ZIP 98141 CONTRACTOR Custom Roofing, Inc. PHONE 76f-0170 ADDRESS 8001 Fifth Avenue South. Seattle, WA ZIP 98108 EXP. DATE 9-30 -90 WA. ST. CONTRACTOR'S LICENSE # CU$TOR *291119 ARCHITECT N/A PHONE ADDRESS ZIP TYPE OF CONSTRUCTION: UBC EDITION (year) 88 SETBACKS: N _ S I hereby certify that I have read and e a fined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction the performance or work. I am authorized to sign for and obtain this building permit. ` or , IGNATURE: / / h ct- ✓4- (4-4---J =IRE PROTECTION: OSprinklers 0 Detectors N/A UTILITY PERMITS REQUIRED Yes Q No (through Public works) '_ONING: BAR /LAND USE CONDITIONS0Yes ()No ONDITIONS (other than those noted on or attached to permit/plans): PPHOVED FOR i BUILDING 3SUANCE BY: / /j/ , 717 4 �) OFFICIAL DATE: -- 6 `..30 ' I hereby certify that I have read and e a fined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction the performance or work. I am authorized to sign for and obtain this building permit. ` or , IGNATURE: / / h ct- ✓4- (4-4---J DATE: - 30 •- ?0 RINT NAME: 47- , ii l a s e?id COMPANY: C,, xi L ) it le # e r r .. 7 , CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: PROJFCT INFORMATIOP UI I R S PROJECT NAME/TENANT 8. r TYPE OF • New Building • Addition Tenant Improvement (commercial) ■ Demolition (building) ■ Grading/Fill WORK: 0 Rack Storage ® Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Install new built up roofing and related sheet metal. CODE. COMPLIANCE 4 • SQUARE CCC. FEET LOAD 0CC. LOAD SQUARE FEET occ. LOAD SQUARE FEET occ. LOAD SQUARE FEET CCC. LOAD TOTAL soUARE FEET TOTAL OCC. LOAD USE From TOTAL ERTIFICATE OF CCUPANCY NO. (20W 1,125 - 1139 Andnver Pk W Pro ec 113UILUIlly rt1I1V111 (POST WITH INSPEAMON CARD AND PLANS IN A CONSPICUOUS LOCATION) V U DATE ISSUED: FEES I1 p 125,000.00 ASSESSOR ACCOUNT I 352304 - 9102 -06 This permit shall become null and void if the work is not commenced within 180 days from the dd'te of issuance, or if the work is suspended or abandoned for a period of 180 days from the last Inspection.