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Permit 6599 - Prosser Piano - Fire Damage Repair
4.41 poSscT P A NO 131)*(69 9 PRUTYOWNf:RR Grubb and Ellis Realty PHONE 454 -4180 ADDRESS 1605 ii6th Avenue N.E., Suite ~ 21 5, Bellevue, WA V J 71p 98004 CONTRACTOR Sunset Builders Inc. PHONE 9 3 9 3 474 ADDRESS 3108 "C" Street S.E., Auburn, WA P ZI 98002 WA. ST. CONTRACTOR'S LICENSE # SUNSEBI 140L5 EXP. DA 1 L 6 - 15 - 91 ARCHITECT PHONE ADDRESS EFL ISE. / .. C CODE COMPLIANCE / 1000 W MC. SQUARE FEET C. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD TOTAL :ITY OF TUKWILA )ept. of Community Development- Building Division '300 Southcenter Boulevard, Tukwila WA 98188 206) 431 -3670 BUILDING PERMIT NO. JATE ISSUED: 317E DDR SS 17025 Southcenter Py PROJECT NAMElTENANT Prosser Piano TYPE OF CONST - V - `JBC EDITION (year FIRE PROTECTION: O Sprinklers 0 Detectors ® N/A ZONING: APPROVED FOR ISSUANCE BY: SIGNATURE: PRINT NAME: CERTIFICATE OF OCCUPANCY NO. 1 w' 5 1988 BUILDIN a PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) DESCRIPTION< BUILDING PERMtT:FEE: PLAN BUILDING SURCHARGE : >:< THER ::' iiwost gati;c n 9:00 FEES AMOUNT : ': 64 .00 DATE PLAN CHECK NO.: 91 -183 dA199ii2M9 -04 NT , 53 4%9078 605 ALU OF CONSTRUC ON - $ TYPE OF U New Building U Addition U Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Remove and replace fire damaged soffit. 7,500.00 U Grading/Fill SETBACKS' ' N- S- F- UTILITY PERMITS REQUIRED? O Yes (K)No BAR/LAND USE CONDITIONS? 0 Yes on No W- ( roug Public Works) :,ONDITIONS (other than those noted on or attached to permit/plans) BUILDING OFFICIAL DATE: -2 _ct I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of Iav and ordinances goveming this work will be complied with, whether specified herein or not. The granting of this permit does not presume • give auth • rity to violate or cancel the provisions of any other state or local laws regulating constructlo a ' ert • a • e of work. I arp autt�ari3s�1 to sign for and obtain this building permit. Vet DATE: COMPANY: This permit become null andvoid if the work is not commenced within 180 days fromthe date o f ; issuance, or. if the work is suspended < orabandoned fora period of 180 days from the iastinspection. DATE ISSUED: PERMIT NO. CONTACTED Fr Gn 1 { ' I � , knotc J C 1 I BY: _ (init.) BY: (Init.) DATE READY DATE NOTIFIED PERMIT EXPIRES 2nd NOTIFICATION AMOUNT OWING ___.__ 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER PROJECT NAME , 0,no SITE ADDRESS SUITE NO. INSTRUCTIONS TO STAFF • 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) 71,"1,11,,,,,1„ , I SQUARE E9 OCC. LOAD SQUARE OCC. SQUARE O D OCC. SQUARE 0. D ET OCC. L•AD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. BUILDING - initial review 0 FIRE 0 OTHER BUILDING - final review INIT: (ROUTED) FIRE PROTECTION: • S ' rinklers Detectors INSPECTOR: BC DITTO (year): WORKS I REVIEW COMPLETED INIT: INIT: INIT: INIT: BUILDINGF12ERMIT APPLICATION TRACKING FIRE DEPT. LETTER DATED: UIREME CONSULTANT: Date Sent Date Approved ZONING: IBAR/LAND USE CONDITIONS? Yos No REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- UTILITY PERMITS REQUIRED? Yes PUBLIC WORKS LETTER DATED: SQUARE OCC. TOTAL TOTAL D SQUARE FEET OCC, LOAD W- 08!17190 VVVV VVN(I RJVI1WI uVNIPrglMl 1 WAY 71161 VIrl .7.1 1 vv (206) 431 - 3670 :`::'.:'.::.: DESCRiPTiON:!: :.% :;:.:`... ' AMOUNT.?•. :; . :. DATE BUILDING: PERMIT- FEE:'.:. a �+ i`:dw'' ':'!' �"ttsti PLAN CHECK 1 NUMBER APPLICATION MUST BE • . FILLED OUT .COMPLETELy PLAN:' 0 ECK. FE E<....:::::: ry e.:.. ENE BLIILDINt:3°.:SURCHARGE IONEWSIMMINSINIEN IMMINIMINOWN NM a`G'i#m�� IIVIIIMISHEMEREE.Willa -..S - E- - cz *THEN ir► ' . ' ; :"r ' : `.: :.:::*::: i >.:::. .i.;;:::TO AL•. •; PHONE _ SITE ADDRESS SUITE # �� r VALUE F CONSTRUCTION - $ NT # 2 6 G� g - -Oy o7o --0,5- Demolition (building) _ ---- —. PROJECT NAME/ TENANT a r(- 0 .3 .e.:4 J0 -- / ASSESSOR 222. S0.1— 9o7/ 2(,�.3oq •- (commercial) U ❑ Other: TYPE OF New Building Addition ( tenant Improvement WORKS ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) DESCRIBE WORK TO BE DONE: BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: S y q r j e _ S WILL THERE BE A CHANGE IN USE? 0 No • Yes IF YES EXPLAIN: SQUARE FOOTAGE - Building: f. .,-- w . Space: - - Area of Construction: dip OR H •e ARDOUS MATERIALS IN THE WILL THERE BE STORAGE OR USE OF FLAM COMBUSTIBLE BUILDING? No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER l p g (,5 13 1 ) 4_, \( ,,,, 1 _ / I I:S f2--G_1/ 2iS" j3 AAyu•� HONE ,z e✓J4 ,�� /f ----- Z IPy / ADDRESS / ( 0,5- / /( r } E' ) \(G Su, / CONTRACTOR suz., rv.st... i3 u�, PHONE ADDRESS 3 l O CIS r SC LA 17 N4 l.,) 34,, ZIP 60� Z _ WA, ST. CONTRACTOR'S LICENSE # _. ARCHITECT N i9- -..S - E- - cz _ o EXP. DATE G -is- 9/ PHONE _ ADDRESS ZI) CITY OF TUKWiLA Department of Community Deve /opment - Building Division '..L .�.....L..,... -.... C....L.......,.d T..i.. dh. fA /A .L, ,1 ,.7 ,, , $ ; p�i.1f1.iN.Eta?TM:15;:,A:l FiS J • ES T L1� iiBE:i :f : ;" I .EI3775wRTIFY. TH ; C' TRU :AND`OOF'ifi BUILDING OWNER OR PRINT AME • AUTHORIZED ,e1, °,/ � AGENT ADDRESS ADDRESS j/o H � `� T sF /'fi ( ycAA/ CONTACT PERSON - A-nJ k- A70/7 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 thls 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. IALUATION 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 431 -3670 prior to submitting application. In all 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. IUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, 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 pari 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 tor 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 431 -3670. DATE- APPLICATION ACCEPTED DATE= APPLICATION EXPIRES q I BUILDING' PERMIT APPLICATION D PII NE C I TY /7I P j ax, Z PHONE, J 9_ ?'74/ 05/03/91 08I27 FAX 20 .31 3665 COMMERCIAL. ..... kEVi.COM BtUlLD*1Q. hD completed budding perinitapplfoaifon Acsoeypr Aocaunt Number • Two t3ej of the folbwinp; ref drawlrigs ' rat drawings' ideal drawings':• vin clewing/ • mptet©d.util(ty ep lx (6)setie ot.ciGif lretivirips''':;,`;:':'':;' ND1E:8dnu&yp i1t:i�Qpflcatrorr ;;aubirrlttai fecpiremaftts . ::.:... • . R4 CK STORAGE Completed 'plen Budding floor pian.sh •. Entire spates who • Exit•doors • Dimensions of T enant space floor ix ..... NO1'Ft :;, inclucb oasir 1.:01iacks : (hat WA 'and. ext&vrays p ►•. i.: • cus ,s `. :cal a,tibit$ ataniaed bY'I : ng� r. r storage.8•' and'ovttr),:';'`'' RESIDENTiAL BINGLFrFAMIL DWELUNGS/ADD ermit: applios;tion (on EI Completed building Legal destxtptton • Assesi;or Account Num Two sets (2) of working draw Site plan •.•• -�-�•► • Foundation plait • Floor plan • Roof plan • 43uilciing ®lavabo (all views • Building cross..: lion .• Structural tram, g plane Ell Washington State Energy Code data Q Completed utility ppnnit,application Six . (6) sots of site plans shawinl;.ut%1tec:.;•: SUBMITTAL CHECKLIST show closes; hydrant ac 3 is btsFdfvp,411o*01A) ddtenQW,ngt4o 9,,f$ . NOTL:. Building site plan and utility site plan may be contbintrd:::'See utility permit application and checklist for specie submittal iwqulromefnle.; AdcItiun*t topographical and soils Information may by it$4001 trnigue sae conditions. TUK PUB WORKS :'fwo .(2lbe's>i fY11tbVE d : • sill / pkan ... :.'4' oundatitafl plan �'Flocr pltsti :' Roof plan c 8ufltfutp elaiiationy (al Building.cross-sect* .. raptifral framing lens :..; NOTE Nmjy:utirytywatt Js ba dome, pmts 'end plans mu¢( b&. :. ed:: ; : . :' ITi 092 :iemo^m��:anc!' irwpeldtlo t 1pri . uti ' poimit application Completes! /!drug pamtlt app4adon (one for e Ai*sss ccount Nutnber `Natrative.dnsait ng existing root, material being removed, material being in ' ' c:: • NOTE: A ce is wale ed prior to final inspection and sip. off of the permit, PROJECT: 0 cb r i D PERMIT NO. (12 4 SITE ADDRESS: 1 #7 el 1 _____„5.6.0 i P IF DATE CALLED: TYPE OF INSPECTION 4 '‘i IA L., DATE WANTED: (p - (9 -0 ), 1 W SPECIAL INSTRU II ilki. MN: , aaRIONIV AA , L 5 15Y b ,Alln REQUESTER: alKt, PHONE NO.: P 4 4_ INSPECTION RESULTS/COMMENTS: IMIIIPW I 0 f i A , 0 ; 3 „.... , INSPECTOR: ..... _, ...ele As DATE: — 26— 9; CITY OF 'TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTIai RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 "X" REQUIRED INSPECTIONS PHONE AP 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 11 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 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 17025 Southcenter Py BUILDWG PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) SUITE NO.: BUILDING 1.06-99 PERMIT NO. � DATE ISSUED: PROJECT: Prosser Piano CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION ON REVERSE) 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. 09/W90 c - ,T- - ,_s r / ! v 4 - .. 7 0. I\ , ) Il 0 _ 4 ln g 0 ,,_%i Llb .4: r (., (4 CITY 04= TUKWILA Z. � APPROVED 0 P M RY 1 E; , . E RUI DING DIVISION v\ /s S a N !r iffird aril r o 1 understand that the Plan Check appti5N ar . e subiect to errors and omissions and approval of plans does not authorize the violation of any adopted code • • din. • e • oceipt of contractor's copy of a • • rove • pl , ck�owled a0. RIVED CITY OF TUKWILA MAY 8 1991 PERMIT CENTER AI LUMBER SPECIFICATIONS SIZE SPECIE GRADE MEMBERS) TOP CHORDS: 2x 4 MSR 2400F 1- 5 BOTTOM CHORDS: 2x10 MSR 1950F 1- 5 WEBS: 2x 4 MSR 1650F 2 -10 2x 6 HF 412 1.11 /L q 0/0 jeck C -4x4.3 Scale: 1/4' JOB NAME 42678 DATE 6 4 / DESIGN BY SE-0. NO. I:vJ,74/. 0 . FU.E O. iL yij L' - C-5x6 C -5x9.4 TC TC Tc TC TC 26 -00 -00 WARNING& 1. Read ell Gerona Notes end WrNrps Delon construction of truss... 2 &fadr and awn= contractor Woad be whie.d of to General Not•. end Wonky* before emgtrvetlon commences. 3. 1 a 4 compression rob bracing mutt b.Installed rice. shorn +. 4. AN Weal fore. n.t.sq Woman. sods a tnrpirary owl permanent bracing. mud ace.1gr.d.rdpodded by thermal coopers s12 2aa T Sp.nn,.S Cop. names no reeponelboty or..eh brscog. L No Mad Mold be sot:W.4 to try component m91 after al bong end Imams an complete. rd at re 0me aboad any loads gmwfr then 0..1911 lords be applied o.rrytomporrnc L Tn.►Spen Corp. het no control over and.atumes no resporsaWhy for the Insult. Ration of componeML 7. 11Radesign2 henlehed to Cie IMAM:lmw m mowd.elpne .e form by tlr. Truss Mao Inaba* 2'Braeng Wood Toasts. 6WT•721 . s mpy 01.NCh WI0 0. Rcalsh.d by Truss-Span Corp. upon newest. TRUSS SPAN 25'- .00" LOAD DURATION INCREASE - 1.15 + SPACED 24.0" D.C. LOADING Li + DL ON TOP CHORD - DL ON BOTTOM CHORD - TOTAL LOAD - c0Nc CONC CONC CONC CONC LL+OL- LL+OL= LL +OL- LL+DL= LL +DL- 551.0 LES 500.0 LBS 500.0 LEIS 500.0 LES 551.0 L8S i 'k_4LI 1Li . /9N11/4/(119(4 C -5x6 C- 3x6(6) O 3' @ B' O 13' @ 18' O 23' 35.0 10.0 45.0 C -5x6 PSF PSF PSF .0' .0' .0' .0" .0' ;2=�v /e1e 7t i re r f ? aim ivzoi t 9e>14- nekiitt C -4x4.3 General Note . unless otherrise nct.G t. O.spn to swoon toadsaa snow. 2 Design assonrs top word to do tats any mac.4 at 39' ac and moon 0002. 120' ore mac it floor and at 189' o.C. mac if root. 3. 2x4 m3act Imaging or Lateral taxing recommended otters shorn . +. 4. Installation of tom is tl• mp0rtsiodity of the rgp0Wre contramor. i Derpr assumes tosses we 10 W 28 01n a no nconw snmonment. and are for - dry conditwn of use. L Demon assumes following at ail scopOR302Orn. Ste0102 7. Deign assumes adequate drainage isproaded. & Pates shell to IocatW on Coto faces Of truss. and placed so mar motor linos coincide Mei pant tenter lines 4 Digits indicate sue of plan in inches. t0. For basic Onion ,elms Of tie Comma. Plate. indicated by 1210020012 'C ; see LG0.0. R.R. 4211. 11. Tie Co .,putnu Net Section Man is indicated by Me prefix "Car. the designator (181 indicates Me 0a. materiel is I3e1 A4 Otters are 20 go. TPI 2 MEMBER T 1- 0 8 1- T 2- -5060 8 2- T 3= -7668 B 3= T 4- -5060 8 4- T5- 0 8 5- FORCES 5076 7668 7668 7668 5076 BEARING AREA REFIRED JOINT 7 3.95 OF / JOINT 12 3.95 OF / OH N 1- N 2- N 3= N 4- N 5- H 6- N 7- N 8- M 9- N10= N11- (so. IN) 5.10 HF 6.10 HF -416 -5600 1484 - 2788 104 0 104 -2788 1484 - 5600 -415 LEFT - 2472 RIGHT - 2472 T RUSS -SPAN CORP. I 1 I CTJ L__ - C-7x7.7 C -7x7.7 C -3x7.7 C -7x7.7 C -7x7.7 C -7x7.7 f1 ral_7..r4 n,c1 LUMBER SPECIFICATIONS SIZE SPECIE GRADE MEMBERS) TOP CHORDS: 2x 4 MSR 2400F 1- 5 BOTTOM CHORDS: 2x10 MSR 1950F 1- 5 WEBS: 2x 4 MSR 1650F 2 -10 2x 6 HF 412 1.11 /L q 0/0 jeck C -4x4.3 Scale: 1/4' JOB NAME 42678 DATE 6 4 / DESIGN BY SE-0. NO. I:vJ,74/. 0 . FU.E O. iL yij L' - C-5x6 C -5x9.4 TC TC Tc TC TC 26 -00 -00 WARNING& 1. Read ell Gerona Notes end WrNrps Delon construction of truss... 2 &fadr and awn= contractor Woad be whie.d of to General Not•. end Wonky* before emgtrvetlon commences. 3. 1 a 4 compression rob bracing mutt b.Installed rice. shorn +. 4. AN Weal fore. n.t.sq Woman. sods a tnrpirary owl permanent bracing. mud ace.1gr.d.rdpodded by thermal coopers s12 2aa T Sp.nn,.S Cop. names no reeponelboty or..eh brscog. L No Mad Mold be sot:W.4 to try component m91 after al bong end Imams an complete. rd at re 0me aboad any loads gmwfr then 0..1911 lords be applied o.rrytomporrnc L Tn.►Spen Corp. het no control over and.atumes no resporsaWhy for the Insult. Ration of componeML 7. 11Radesign2 henlehed to Cie IMAM:lmw m mowd.elpne .e form by tlr. Truss Mao Inaba* 2'Braeng Wood Toasts. 6WT•721 . s mpy 01.NCh WI0 0. Rcalsh.d by Truss-Span Corp. upon newest. TRUSS SPAN 25'- .00" LOAD DURATION INCREASE - 1.15 + SPACED 24.0" D.C. LOADING Li + DL ON TOP CHORD - DL ON BOTTOM CHORD - TOTAL LOAD - c0Nc CONC CONC CONC CONC LL+OL- LL+OL= LL +OL- LL+DL= LL +DL- 551.0 LES 500.0 LBS 500.0 LEIS 500.0 LES 551.0 L8S i 'k_4LI 1Li . /9N11/4/(119(4 C -5x6 C- 3x6(6) O 3' @ B' O 13' @ 18' O 23' 35.0 10.0 45.0 C -5x6 PSF PSF PSF .0' .0' .0' .0" .0' ;2=�v /e1e 7t i re r f ? aim ivzoi t 9e>14- nekiitt C -4x4.3 General Note . unless otherrise nct.G t. O.spn to swoon toadsaa snow. 2 Design assonrs top word to do tats any mac.4 at 39' ac and moon 0002. 120' ore mac it floor and at 189' o.C. mac if root. 3. 2x4 m3act Imaging or Lateral taxing recommended otters shorn . +. 4. Installation of tom is tl• mp0rtsiodity of the rgp0Wre contramor. i Derpr assumes tosses we 10 W 28 01n a no nconw snmonment. and are for - dry conditwn of use. L Demon assumes following at ail scopOR302Orn. Ste0102 7. Deign assumes adequate drainage isproaded. & Pates shell to IocatW on Coto faces Of truss. and placed so mar motor linos coincide Mei pant tenter lines 4 Digits indicate sue of plan in inches. t0. For basic Onion ,elms Of tie Comma. Plate. indicated by 1210020012 'C ; see LG0.0. R.R. 4211. 11. Tie Co .,putnu Net Section Man is indicated by Me prefix "Car. the designator (181 indicates Me 0a. materiel is I3e1 A4 Otters are 20 go. TPI 2 MEMBER T 1- 0 8 1- T 2- -5060 8 2- T 3= -7668 B 3= T 4- -5060 8 4- T5- 0 8 5- FORCES 5076 7668 7668 7668 5076 BEARING AREA REFIRED JOINT 7 3.95 OF / JOINT 12 3.95 OF / OH N 1- N 2- N 3= N 4- N 5- H 6- N 7- N 8- M 9- N10= N11- (so. IN) 5.10 HF 6.10 HF -416 -5600 1484 - 2788 104 0 104 -2788 1484 - 5600 -415 LEFT - 2472 RIGHT - 2472 T RUSS -SPAN CORP. 1 45 -kiT. SIZE 2x10 2x 4 2x 4 - ex 6 LUMBER SPECIFICATIONS SPECIE GRADE MEMBER (S) TOP CHORDS MSR 1950F 1- 5 BOTTOM CHORDS: MSR 2400F 1- 5 WEBS: MSR 1650E 2 -10 OF #2 1,11 Scale: 1/4' JOB NAME: 42678 DATE NM -9/ DESIIPN BY SEQ. NO. 4462; C -7x7.7 • FILE NO. FR4- 26X /Y -3v- ys Y 2676 ,2 Co-G r' CNI8- 9x13.6+ C -3x7.7 C -7x7.7 26 -00 -00 WARNINGS 1. iWdal General Nets and Warnings talon cohere ton of busses. 2 &Mar arid weab.axnaCbr should b. advised ad 3 GmwN Nets and Wrn . 8 before c0nsbuclbn commences. 3. 104 compression web Craning must be i etaWd rare sawn 0. A Al hand forme resisting Moments much 08 tampaay and 3018 881 0nctnp. ttsai De daalged and prattled by designer al complete structure. Tne.Spen Gap aaaumn eo MapOnab.ty ire 0x18 bncM 8. No bad 88100 0. app8ad b 087 comp0.ent ale attar ad bracing and lasta ors OM amps.., and a In 8888 0a131d any bees 9n02r than dadpn Wade b• applied b any component. 4 Ma.Spa. Cap. fen no control 0.ar and assume nonapon blaty ea Oe tnet4 8.280., of components. 7. This d00lpnla hanWed suf.. to Be glMn8ons on puss eeslgns •at tain by the Thee Ito N.M. 0. 'l1CUg Wood Tema.. BWT7r. a 0087 d rrecn sea furnished by Truss-Sp. Corp. upon ,.cleat TRUSS SPAN 26'- .00' LOAD DURATION INCREASE - 1.15 + SPACED 24.0" D.C. LOADING Li + DL ON TOP CHORD - DL ON BOTTOM CHORD - TOTAL LOAD - TC CONC LL +DL- 1346.0 LES 0 3' .0' TC CONC LL+DL= 1225.0 LBS @ 8' .0' TC CONC LL+DL- 1225.0 L8S 0 13' .0' TC CONC LL +DL= 1225.0 LES @ 16' .0' TC CONC LL +DL- 1349.0 LBS 0 23' .0' C-5x6 CN18- 3x17.9+ 35.0 PSF 10.0 PSF 45.0 PSF C -7x7 7 C- 7x11.9 1 L 4 -! G.n.st Notes. unless rd8en.ee note4^ 1. Desrpn t0 A900R bads as shorn. 2 Desryn 0081484. 100 chord to be tamely txaxd 0138' o c and notion 0110•0 a 129' c.c. mac n Igor and at 169' ac mac R root. 2 2 a 4 Impact bed: poly or hale al bracm3 r.cOmmM0a0 mere SAM.. .. t. lnstnat.08 of moss a Me res00ny0iln7 of the nspeCb a contractor. 5. Dasryn assumes noises an t0 to 13330 an a non0Cn8Sne an.e0.arent. and m to 'Dry COn8Rnon" Of use. 6. Demon assume. toll oeannp at ell ...Ions shown. 5n0n 01 wedge it necessary. 7. Devon assumes a000oat mama. 8 0mwd30. 8. Rates snail be Iocals0 on both laces 01 toss, and pieced so tier cereal en. comm. Mill pod carer en.. 9. DyOtud.Cate s8e of dale in m0MS. ,0. For beam 0etn3n .at.a or the COn,p13trus Pitt , diceted by The rettat C, set ICB O. R.R 4211. 11. Me CO.71lrua Net Sector Plate t .d.Cate0 by tM pea - Cm - . Ire 0.s10n0ta 118)184iJte818 g8 matael n 838.4. All Where are 20 3l TPI 2 NEMBER T 1- -9138 9 1- T 2- -13586 8 2- T 3= -13586 8 3= T 4- -13532 8 4 - T 5- -8894 9 5- BEARING AREA REQUIRED JOINT 7 6.97 OF / JOINT 12 6.97 OF / 2 Cpf fl,E/ 5'f Cp' - 7a/iv41/6d /Y. IL.r? T" o c. .f' /.Q6 A 4/E1 Z yiiu IA - 4 ° J � a • ••e OF ere i ce.. �� • • • FORCES ON O N 1- -4302 9138 N 2 - 9794 13532 N 3= -3420 8894 N 4• 4764 O N 5- -1626 N 6- 58 N 7- -1655 a 6- 4960 N 9- -345E N10= 9580 N 11■ -4304 • O : •e Q .... ST EF 2 .. " <`. J ?1 /QkAI EN o3 t • ........ >^ CO LEFT - 4356 RIGHT - 4356 (S0. IN) 10.75 HF 10.76 HF Dr w Z LU U Wo Et Er 41 Z a RUSS -SPAN CORP. TRUSS -SPAN 1r 19340 N.E. 80TH • REDMOND W ASHINGTON 98053 • 888.3100 CORP. 3138'B' ST. N.W. • AUBURN, WASHINGTON 98001 • 833.1050 SUNSET BUILDERS 3108 C STREET S.E. AUBURN, WASH. 98002 REF: TSA #42678 FLAT GIRDERS TO WHOM IT MAY CONCERN, sun.doc MAY 6,1991 The flat girders for the Prossor Piano canopy cover were assembled and nailed into a double member girder at our Auburn manufacturing facility. If you have any questions, please call. Singerely, Dave Houchin, P.E. Plant Manager/ Chief Engineer RECEIVED CITY OF TUKWILA MAY 8 1991 PERMIT CENTER TRUES-BRAIN! CORP. SUNSET BUILDERS 3108 C STREET S.E. AUBURN, WASH. 98002 REF: TSA #42678 FLAT GIRDERS sun.doc 19340 N.E. 80TH 3136'B' ST. N.W. • REDMOND, WASHINGTON 98053 • 868.3100 • AUBURN, WASHINGTON 98001 • 833.1050 Singerely, MAY 6,1991 TO WHOM IT MAY CONCERN, The flat girders for the Prossor Piano canopy cover were assembled and nailed into a double member girder at our Auburn manufacturing facility. If you have any questions, please call. Dave Houchin, P.E. Plant Manager/ Chief Engineer RECEIVED ( ITV OF TIJKWILA MAY 8 1991 PERMIT CENTER l • �.•M�ar•.r1 1- EXHIBIT "B 1 !1••1•Js r •• Ww• 1 • re. _ INITIALS ! '. l sii tlNtaLt. •.� 1 t - r•wd3 C.+U— tr✓Kl .n•G..•••••...•••• Li •••••• •_..••_••••- v v w t + .. + . • ■∎ ∎: ~ 0 311... c .. .oa..& ...,..p site parking Pan - ' . . ! 1 i J.1. vi•.. • � j '��s. L ii x10 •.6. ,J. P••••- '•••••...• �• • ! • • • d.- •.•s • •1i'' u t t % r: izi,•:rr1.8 i »iN Vi• . ..11..1.Sl ttJJY. • • t 1 b• • //�.��• Y ;:t NN 1.7). &t it' •••• - ..M... —. 1* 1... •* M 1 1 I ii .r»I•!!1Ara• '�J_t' :! �►taa 1 '• a ...j. .— i 't l v� -- - •1 t �} i .fi r •ira�v. .....','t�•� • nt t s 1 ••• •.17 2.1 !. • t ? i R YtiiYY- L•Jie — • 1700s- 171_47 s6u1 n GE NIE R MPK WAY r.Irw a1.,: RlaN8. J r J rn PIt ss E R Pill AJ I7Oas SOLITH C I�TE :J • • r. • - • is, • y rx0.1 1 : • • r , • l : i - 1 •••: +il 411: e 'Ir. • • �. rI • la t: ttsfrtta • 1.• ate •f the tt.rth,ast T et • the awetreat it of tract... ?a ].roe it 23 is rb. tas a law? ttK Msett••i a. fellows* •- • • a.tR oie the se.al....t t.reee of sole Msethr■•t l of sae • rc Itt • t h••e. Sloth St toot. d.ot s..tAttty Liar sf .aid ..efts%. - • • 414saarr of 121.11 feet to the tkotorty tine of 3..chreate. Pathos,: Orate Earth U Lot. •t•..0 ••td Uesterly $.1M. • dt.tawwr* •~ • 13$.13 feet es the se.• p.t.t u lettarl.sl Moue oe t`6 •twE aalrttrteety Lae.. fleet. 01 Get .qea• th feat: Cameo tort. !t a Vest • <isee ■et of ?12.12 l..e to the iaet.f :7 tar •t ?rt.err stet• tstth.a Me. 1 (t.t.3)s swore tooth st'Iratr ?feet. alert said s,•etes't Una. • •l•taree s: 37.41 tart, twos* 3oath 1 ! • 11 ' 1$ " goat • Mittman of 1 ? -111 foots thwart S•ote.ely to a rotas whisk to Meet► st Woes • dtosaoes of 7)0.714 ?set tree tee ts•t oetot t beChwiwt; tl•ose Smelt 11 4 • 33'33'" Lone • il.trte et 130.04I lest is the oral ►Kot of ler'satras Skeet, le the Grey sf Zt..=. Stet. of Lrshiw/tw. • • • i4?l cca r _ ��� x•30 -7 ' cj • � it AC 730V-1470—C6" c 3oY- Qo47- of �j 1 SOtUT110E11TER PARKWAY Q 1U 10 so CBS scats'r— aa•.a • 1 2 3 - 1 5 d • 7 8 Q • 10 . at 12 '13 14 10 10 17 111 • ...4r1 t �u�cs�f :a 1 [ •' _ 9 1 • Eu /LOWua � i B = 1 14. air d to 440 J i ? rt e• Y . i�� Ii!' sic a.. i.• o.• y �S ? 1 1 cc c3-§" z >= Y CC/ Er I— Z LU — O[S =11'11139 i . • That portion of the Northeast % of the Southwest % of Section 26, Township 23 North, Stange 6 tact, U.N., described as folio► ass _ Beginning at the Southwest corner of Bald Northeast $ or the �_ Southwest t; thence South Z7 East, along the Southerly line of eaid settle-rt. • a distance. of 621.48 feet to the Westerly line of Soutlicenter Parkuaf: - thence North 01'03'23" East. Anna said Westerly line. a dissonce o0 I5S.O1 het to the true point of beginning; thence. continuing a1Lng "aid Westerly line, North 01'05'23"_ Ei't s• distance of 609.96 feet:. thence North 07'33'53" West a dLstanee of 712.22 feet to the Easier:7 line of Tri "arir State Highway llo. 1 (S•■•S)t thence South 01'1a-m West, along sold Easterly line, a distance c4 77.62 feet; . . . thence South ET'51'I1" Vest dlitnnce of 37.81 f.et; thence Seat/set-1y to a point vb3ely is North E7 ° 53 1 13" Vest a distance of 254.04 feet Iron, the true point of beginning; • thence South 117'33'53" Last a distance of 250.04 het to the true polar of beginning; _ . Situate in the County of King, State of 1,as/tin:ton. • • •J A B E • F� G • I : • • • 1 •2 3 4 -5 6' 7 i BUILQYt4G J A s' tzo' �i tea` l 4•' j s 1 4 1 1 I -5 0§ r CITY OF T UKWILA 6200 SOUTIICENTER BOULEVARD, TUti MLA, WASHINGTON 981 88 Plan Check #91 -188: Prosser Piano 17025 Southcenter Py PRONE a (206) 433.1800 Cary L. VanDusm, Mayor THE FOLLOWING COMMENTS APPLY TO AND BECOME PAR ,Q F THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER �J ! 1. No changes will be made to the plans unless approved by the Tukwila Building Division. 2. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition). 3. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. FLAN REVIEW COMMENTS Plan Check No..: q ( 1e2)8 Project: 4 REQUIRED INSPECTIONS No changes will be made to the plans unless approved by the' Arohiteet -. Ft r Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277 - 7272), 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special Inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special Inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done In conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), - ewn- Meehenicat 988"Edttttmr); Washtngton- Edition), . • .. - - . - 1990 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, It is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain In placed concrete shall be treated wood. 23. All structural masonry shall be special Inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney X 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening 11. 12. 13. 14. Fire Final 15. Planning Final 16. Public Works Final X 17. Building Final FLAN REVIEW COMMENTS Plan Check No..: q ( 1e2)8 Project: 4 REQUIRED INSPECTIONS No changes will be made to the plans unless approved by the' Arohiteet -. Ft r Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277 - 7272), 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special Inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special Inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done In conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), - ewn- Meehenicat 988"Edttttmr); Washtngton- Edition), . • .. - - . - 1990 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, It is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain In placed concrete shall be treated wood. 23. All structural masonry shall be special Inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit.