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HomeMy WebLinkAboutPermit 6200 - GE / RCA Service Center - Reroof- TYPE OF CONST.: UBC EDITION (year) 1988 SETBACKS: N- S - E- ADDRESS 1218 Third Avenue, Suite 1205, Seattle, WA W- FIRE PROTECTION: ❑Sprinklers ❑ Detectors ® NIA UTILITY PERMITS REQUIRED? ❑Yes ® No ( publicWorks) 0 No ZONING: BAR /LAND USE CONDITIONS? ❑ Yes CONDITIONS (other than those noted on or attached to permit/plans) ADDRESS 1218 Third Avenue, Suite 1900, Seattle, WA ZIP 98101 USE . .1 / COM COLIN MBG Company Inc. (PHONE 623 -2700 I ADDRESS 1218 Third Avenue, Suite 1205, Seattle, WA ZIP CONTRACTOR Architectural Metal Roofing Systems, Inc. PHONE 622 -8141 ADDRESS 18825 S.E. Renton Maple Valley Highway, Renton, WA ZIP 98055 WA. ST. CONTRACTOR'S LICENSE # ARCHIMR1O1CH EXP. DATE 2 -08 -91 ARCHITECT Architectural Alliance Inc. PHONE 467 -9341 ADDRESS 1218 Third Avenue, Suite 1900, Seattle, WA ZIP 98101 USE . COM COLIN If tJM- FLOOR Nif SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD ' SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD ' SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD TOTAL CITY OF TUKWILA Dept. of Community Development- Building 6300 Southcenter Boulevard, Tukwila WA (206) 431 -3670 PROJECT NAMEJTENANT GE /RCA Service Center SIGNATURE: [ CERTIFICATE OF OCCUPANCY NO. 700 Andover Pk W NIA Division 98188 Reroof 2 X 6 with 5/8" plywood on top. BUILDII3 PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) BUILDING PERMIT FEE::':;' 350.00 ', :: 1011 Li PLAN CHECK FEE 228.00 BUILDING SURCHARGE 4.50 OTHER: PLAN CHECK NO.: 90 -365 i 40,000.00 ASSESSOR ACCOUNT # 262304-9124-01 TYPE OF Li New Building II Addition Li Tenant Improvement (commercial) U Demolition (building) WORK: ❑ Rack Storage (] Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: U Grading/Fill APPROVED FO ISSUANCE BY: ‚ - F PRINT NAME: BUILDING OFFICIAL DATE: DATE: 7 - ‘ 2 4 - Q O COMPANY: C I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lay 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 or the performapce of work. I am authorized to sign for and obtain this building permit. Zeic This permit shall become nu ll and void if the work is not commenced within 180 days from th = date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. DATE ISSUED: urrtaw PERMIT NO. • CONTACTED WAD_LAt (nikAl______ BY: _13 (init.) L, DATE READY DATE NOTIFIED t � , Q <_ 010 PERMIT EXPIRES 2nd NOTIFICATION Y: (init.) AMOUNT OWING 5 s n 3RD NOTIFICATION BY: ) PLAN CHECK NUMBER �fO t BUILDINCOPERMIT APPLICATION TRACKING PROJECT NAME Gr 1 rei �etvi� C- enl:�r SITE ADDRESS 100 P\r d ov.2 r 1 VJ 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) . 701. FEET LOAD FEET LOAD FEET LOAD TOTAL. SQUARE FEET OCC. LOAD REVIEW COMPLETED G, •¢ ©. DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. J1 BUILDING - initial review (ROUTED) O FIRE O PLANNING O PUBLIC WORKS O OTHER INrT: ZONING: IB;ARILAND USE CONDITIONS? [ )Yes [,No INIT: INIT: Recomtmens i ate Sent - D ste FIRE PROTECTION: [) Sprinklers ( - "Detectors INSPECTOR: FIRE DEPT. LETTER DATED: REFERENCE FLE NOS.: MINIMUM SETBACKS: N- 5- E- W UTTUTY PERMrTSREOQIRE)? QYes Da No PUBLIC WORKS LETTER DATED: TYPE . UBC EDITION (year): 50 BUILDING - final review INIT: PS -2 ?`4 INIT: G i CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 /11'VI IcA [ION AllJ`; 1 flf HI I ED OUT COillf'I L [Li Y SITE ADDRESS C'� �Vlrr�t /P f � SUITE # /c.. PROJECT NAME/TENANT 66/ C c Ceo VALUE OF CONSTRUCTION - $ Ott ,oil ASSESSOR ACCOUNT # U Tenant Improvement (commercial) Li Demolition (building) U Remodel (residential) 0 Other: Vi TYPE OF New Building (JAddition WORK: O Rack Storage Q Reroof DESCRIBE WORK TO BE DONE: BUILDING USE (office, warehouse, etc.) ( -Ct c e (,va /•e / ')' Se B USINE S: NATURE OF (� e pck,r t ! u>nt [5 WILL THERE BE A CHANGE IN USE? (AI' No Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 36 Tenant Space: Area of Construction: -3 6, 000 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: PROPERTY R"/y2c ■oa le r ADDRESS ray 3 vc- She EBYCERT' E AND CORR BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON SIGNATURE DATE APPLICATION ACCEPTED vvi Nectl ct 0 BUILDIh PERMIT APPLICATION DESCRIPTION ::< BUILDING PERMIT FEE PLAN CHECK FEE: BUILDING < SURCHARGE OTHER: <! TOTAL M /; 6 rc,ll.pn n 1a fr-fr4 PHONE 6 ;3- 2 70 0 PHONE X22, ?/4 J ADDRESS ZIP , ZIP 1''2 s S t • l�f�,kvv, # llacle. h.eh� {a 1,1,4 wo �SS WA. ST. CONTRACTOR'S LICENSE # A R 6 01 1 /n R /0 / cis 1 EXP. DATE 2 _ `- _ ci I ARCHITECT 4r•t . h,se c1�r�,1 ADDRESS � 1R rI, t J 4 v � s�,.� G /acac� SPa•li-It � , tL4. ZIP CONTRACTOR �� - c h ro ! 1 e 'Fc.� l ?vx 4t r SyS e wl /� L i d-. PRINT NAME / 4 r•7.'/ k— / p v ADDRESS , �� Co (R 3,,� 4vE PHONE 467_g3[/ 1 DATE pc /c PHONE p..3...2 -700 S•fr 00.0 C Re Z -Fi l e (iv PHONE 63.1 - 700 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 sitter *". .(.Antect the Permit nft- - ^ ^•^• ^t A'1.'a 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. BUILDING 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 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 431 -3670. DATE APPLICATION EXPIRES q I 07IDNY0 Compu building permit applica Assessor :ACoount w o (2) s of plans, which irsdude Bump Itoor;plan showing : donind chi i ch.situdure of ad)acent (com,non wall) tenant s•p.dhne nst o nsof:buildi n p or square footap� propo use of e ach room labelh and wads to be demon' Tenant sperm :. .. : : : : :; :.. • t xit : path • New :walls, existing wal Construction:detaibr "'`; ¢ '' ;Cr osssectio ssr.:s y at for floor on wlutaf calouta stamped by a Washington •Stets $c n se meet may bo l+eq if structural work is to be done (2 se is M,a ,. .. : i� : :. :' :�tY.M yMypN IdXWCtkJiGdl+A :dD: bntlt An :;.: ticFte/. of thepemit. 0 *0 DISHES t nple buikiin "1f'a i ror to ' Ins RESIDENTIAL - :NEW 00GLEfAYILY DWEWNGSIAD b ldnd`permit application .(ono for SaBMITTAL CHECKLIST •Two :sets (2) of.wo►Wng • Site pla •. Foundat on Moor ▪ Root pls► :. Butldng evations Building. section • Suu turat.freming plans Washington Stale Energy Code data • • Completed utility permit application (6) sets of site plans showing utB NOTE: Building site plan and utility site plan rnay application and checklist for specific submittal rvquiremen Adflional lopopaphicat and soils lnfonnedon may bit requked d site conch on . RES IDENTIAL B ll any utf to tilt must ba ubmJttad `{ ► led build Assessor Account Nu Nave dsscnWng e mttari bating initallsc NOTE A off of the p i McLaren • Peterson • Associates, Inc. Consulting Engineers 820 John Street, Seattle, Washington 98109 Office (206) 622-4580/ Fax (206) 622-0422 TgLic cA,LcuLA:ri 0 ;414D Cooe,-niaucTiod DE Fog s/Fct^. Rc)oc. I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor's copy of approved plans knowledged. By./ , •210- Date r • - ThPermit No • • CITY OF TUKWILA APPROVED AUG ,27 1990 FILE COPY B ILbING DIVISION RECEIVED CITY OF TUKWILA AUG 24 1990 JOB: DATE: SUBJECT. PERMIT CENTER BY 8 .'2. 1 3,ovo • McLaren • Peterson • Associates, Inc. Consulting Engineers 820 John Street, Seattle, Washington 98109 Office (206) 622 -4580/ Fax (206) 622.0422 1.01) Ti 4 1e„T11C Rooms - rc2.\.)C.7Ur� -E. F�CZ GIMP NC-- - T� 5 t'P o IT AD,D T∎'00 AL O k 7 O t „ 1 t c o C71 PFT'E2.. (2- Mc\)f■L cc- vc.-/.•,e7Tnw..71 O - 1'1K rt.P -t �� .DIf4pAr.lia t ft N‘4 CT1 `2 `71 J `'?. T - 74 CZ. GO N cC CP. t•Ni t.S L \,s t4 1441-4: �- rE, S ti C. L< 4, 0 , \ugssz- /C 0 D cl<tol E. \i-ATE. S•'1 \--a T\ NEB -fir► ■ N .lr 2Q 7— V IAJ T \ ' 4a C'1' -"mop t D cl u " I'm \. d A 1, L. o 5 PQ•�. N 0 T \\J Lti.\P c∎a L �� ►.,� � C G� � - T\.V GoPt. JOB• DATE. 27 - .) .1.5 BY P SUBJECT: o h", 4 TEILC. €111.g..di-g3 A00: McLaren • Peterson • Associates, Inc. Consulting Engineers 820 John Street, Seattle, Washington 98109 Office (206) 622 -4580/ Fax (206) 622 -0422 LOCk ) _,oD ( Lt M. U 1,014 T 2Z.,5 (, • u 2 0. Vo $t..) = 0,G1 JOB DATE: e -Z1 -``dc) BY SUBJECT: \ 2'! 1 2,o 1.8 1. 0,9 Ca 2,& 1 r O bL.b \a: , 9 , ( ' '22 1` \ Vte ( r 20. l2S 20., v2 ,,, 12. 1(2'2 1 14.c5, t S Fi b• 1.1c7,,,lz20c- 2 6 L o ,� A t " ) t L C 7 . 4- 14 �. Z, F) a 2 -d . �,../ • ,' o4 \'\ . \(O, i r r.? ) , ✓o . 0, ‘E. ` ��� t < 11Z 4 --i‘ bt )4; McLaren • Peterson • Associates, Inc. Consulting Engineers 820 John Street, Seattle, Washington 98109 Office (206) 622.4580 /Fax (206) 622 -0422 a -� NP\A Tom \5-r: Joe: DATE• SUBJECT: 2� Sx c>Y7orIrr._ a I.JLD &I. Co P -A-. Q •.• 2 •-�40 M p\-.1 ‘,Qo©D SW= Cam. ,A' Lo° 2'5 NS 2,0 0, � 4. ) 1,0 n � �E,,2 � ,,,5 • \BA,0 QS \ > i 25 ✓ tsr Mtvi- . 367 p5; 1 R-� t 1\2 (V12) E- �Q�,�: _ E \ 2p'' C9C\ C,otk - ` T OED \ N 2 k \4 �.r.(Z •. Lo4c•ctN - t ot 2 ' 1.�4w. �1�tA,�(ZAWp �. " �237�1,�3- �� , r•■_ -. 05E. (ij\Loa C D 'rt N IVA- ; S114.4 GoNN. r�o. McLaren • Peterson • Associates, Inc. Consulting Engineers 820 John Street, Seattle, Washington 98109 Office (206) 622 -4580/ Fax (206) 622 -0422 &__C> C9 2-X 1 6 0P y L4 e_ rL LD '1 by "4: Jo (1 C DATE. (7 teC: 5 B SUBJECT A -�- j � 1 O (O A ` • UOC‘A S -411 0,1k . kS Y (rl " 0)6 \-\- -\C-arkok- 4 V. A 1. A.:ou • �jp`t c71► 2•f• S'r.R,P VSO (Z) tic iiNGW=QS LpG4 G.0Nu -ARo 2 -T 4 ,14 A..t,t'L Soo z' v: Pc 71%02- /1.5a, 3,1• tec McLaren • Peterson • Associates, Inc. Consulting Engineers 820 John Street, Seattle, Washington 98109 Office (206) 622-4580/ Fax (206) 622.0422 p r Gle /Fe LL &1. OATS: e �- ' �'A BY t P SUBJECT. 1`". r• Joe: 0 C9 pr, ,r = Tv' j 0 N 4 Aid- �. (1 1 . r si V' 'J ■ "11. ; .4} i 1 — 11 cn 91 c. Q °O -'O.. 1L1 6 of -O' 644-t S \ / 24422 � (17 I,, r- t BEAM A -H1F1 SIMPLE SPAN BEAMS COMBINED FULL UNIFORM LOAD AND POINT LOADS SPAN= 35.9 ft.. w= .02 Kias /ft. with 4 point loads as follows. P= 7.4 kips is 9 ft.from left end F'= 7 kips is 17 ft.from left end P= 7 kips @ 25 ft.from left end F'= 7 kips id 33 ft.from left end RL= 12.3 kips RR= 16.8 kips MOMENT @ 9.00 FT. FROM LEFT SUF'F'ORT= 109.7 KIP -FT MOMENT C 17.00 FT. FROM LEFT SUPPORT= 146.7 KIP-FT MAXIMUM POSITIVE MOMENT =146.67 KIP -FT. SPECIES SELECTED= GLU -LAM 24F -V4 LOAD DURATION= 1.15 Fb= 2760 psi Fv= 189.75 psi Fp" = 650 psi E= 1800 ksi fb= 2616 psi H= 146 psi Co= 640 psi BEAM SIZE SELECTED = 6 -3/4 x 25.5 S= 672.8 in -3 Req'd S= 637.7 in A= 172.2 so-in. Rea'd A= 132.8 so -in MAX.BRG.AREA REQ'D= 6 -3/4 x 3.9 in.Long. (Ab= I= 9327. in-4 CAMBER td 2000 ft RAD= 1.00 in. TOTAL DEFLECTION= 2.03 IN. TOTAL DEFLECTION =L/ 212 MOM. INERTIA REQD FOR L /240 TL= 10.531 IN -4 MOM.INERTIA READ FOR L/360 TL =15.796 IN -4 26.4 sg.in.) BEAM A -D 1 B 1 SIMPLE SPAN BEAMS COMBINED FULL UNIFORM LOAD AND POINT LOADS SPAN= 26 ft.. w= .02 Kips /ft. with 3 point loads as. follows. F'= 7 kips ia_ 5.4 ft.from left end P= 7 kips @ 13.4 ft.from left end F'= 7 kips id 21.4 ft.from left end RL= 10.4 kips RR= 11.1 kips MOMENT C 5. 40 FT. FROM LEFT SUPPORT =• 56.1 KIP-FT MOMENT @ 13.40 FT .FROM LEFT SUPPORT= 82.1 KIP-FT MAXIMUM POSITIVE MOMENT= 82.06 k:IF' -FT. _ __ ScCoo SPECIES SELECTED= GLU -LAM 24F -V4 LOAD DURATION= 1.15 Fb= 2760 psi Fv= 189.75 psi Fo - 650 psi E= 1800 ksi fb= 2429 psi H= 126 psi Cp= 632 psi BEAM SIZE SELECTED = 6 -3/4 x 19.5 S= 405.4 in-3 Reo'd S= 356.8 in 3 ( 1b S s rp A= 131.7 sq -in. Req'd A= 87.4 so -in MAX.BRG.AREA REQ'D= 6 -3/4 x 2.6 in. Long, (Ab= 17.6 sq.in.) 2 o\/ S l I= 4171. in-4 CAMBER @ 2000 ft RAD= 0.60 in. TOTAL DEFLECTION= 1.33 IN. TOTAL DEFLECTION =L/ 234 MOM. INERTIA REQD FOR L/240 TL= 4.267 IN -4 MOM. INERTIA READ FOR L/360 TL= 6.401 IN -4 tttittttttttttttttttttttttttttttt »ttttttttt II ANALYSIS OF BEAMS NITH MULTIPLE LOADS 1t $$***$ 1tt3t tttttttttttttttttttt $$*H1ttttttt BEAM LENGTH= POINT LOAD 1 1 POINT LOAD 1 2 POINT LOAD 13 POINT LOAD 1 4 POINT LOAD 1 5 POINT LOAD 1 6 3.50 7.00 10.50 14.00 17.50 21.00 24.50 28.00 31.50 35.00 12.4 12.4 5.3 5.2 -1.8 -1.9 -9.0 -9.0 -9.1 -16.2 0.0 3.5 7.0 10.5 14.0 17.5 21.0 24.5 28.0 31.5 35.0 -53.8 -10.4 11.8 30.3 34.5 28.0 14.2 -17.3 -49.1 -105.6 0.00 -0.01 0.05 0.14 0.21 0.23 0.20 0.13 0.05 -0.02 -0.00 35 FT UNIFORM LOADS 1 = .02 KIP /FT. FROM 0 FT. TO 35 FT. • 23.8 KIPS. LOCATED 0 FT. FROM LEFT • 7 KIPS. LOCATED 7.5 FT. FROM LEFT • 7 KIPS. LOCATED 15.5 FT. FROM LEFT • 7 KIPS. LOCATED 23.5 FT. FROM LEFT • 7 KIPS. LOCATED 31.5 FT. FROM LEFT • 17.44 KIPS. LOCATED 35 FT. FROM LEFT REACTION LEFT END = 36.3 KIPS REACTION RIGHT END = 33.6 KIPS MOMENT LEFT END = -97.5 KIP -FT MOMENT RIGHT END = -105.6 KIP -FT MAXIMUM POSITIVE MOMENT = 37.6 KIP-F7. I 15.4 FT. FROM LEFT SUPPORT SHEAR 8 MAXIMUM MOMENT = 5.2 KIPS LOCATION (FT) SHEAR (KIP) MOMENT (KIP -FT) 0.00 36.3 -97.5 MOMENT OF INERTIA = 7776 IN -4 MODULUS OF ELASTICITY= 1800 KSI MAXIMUM DEFLECTION = 0.23 IN. I 17.50 FT. FROM LEFT SUPPORT 111 1111$ 111111ttititttittilliti1111ttitt111t 11 ANALYSIS OF BEAMS WITH MULTIPLE LOADS 11 . .. 11111111 :ittittttiii1111$1ititii111M M Itt BEAM LENGTH= UNIFORM LOAD: 1 POINT LOAD 1 1 POINT LOAD 1 2 POINT LOAD 1 3 POINT LOAD 1 4 POINT LOAD t 5 REACTION LEFT END = 37.5 KIPS REACTION RIGHT END = 9.3 KIPS MOMENT LEFT END = -117.2 KIP -FT MOMENT RIGHT END = 0.0 KIP-FT SHEAR 8 MAXIMUM LOCATION (FT) 0.00 3.55 7.10 10.65 14.20 17.75 21.30 24.85 28.40 31.95 35.50 35.5 FT _ .02 KIP /FT. FROM 0 FT. TO 35.5 FT. = 18.08 KIPS. LOCATED 0 FT. FROM LEFT = 7 KIPS. LOCATED 3.5 FT. FROM LEFT = 7 KIPS. LOCATED 11.5 FT. FROM LEFT = 7 KIPS. LOCATED 19.5 FT. FROM LEFT = 7 KIPS. LOCATED 27.5 FT. FROM LEFT MAXIMUM POSITIVE MOMENT = 89.2 KIP -FT. 8 19.9 FT. FROM LEFT SUPPORT MOMENT = -2.0 KIPS SHEAR (KIP) MOMENT (KIP -FT) 37,5 -117.2 12.4 -48.7 12.3 -4.9 12.2 38.6 5.1 62.9 5.1 61.1 -2.0 86,3 -2.1 79.1 -9.1 65.4 -9.2 32.8 -9.3 -0.0 0.0 3.5 7.1 10.6 14.2 17.8 21.3 24.9 28.4 32.0 35.5 0.00 0.24 0.58 0.92 1.20 1.36 1.37 1.21 0.91 0.49 0.00 MOMENT OF INERTIA = 6407 IN -4 MODULUS OF ELASTICITY= 1800 KSI MAXIMUM DEFLECTION = 1.39 IN. 8 19.88 FT. FROM LEFT SUPPORT 10A" ���•zK 12; BEAM A-P1D1 SIMPLE SPAN BEAMS COMBINED FULL UNIFORM LOAD AND POINT LOADS SPAN= 24.6 ft.. w= .02 Kios/ft. with 3 ooint loads as follows. P= 7 kios @ 5.1 ft.from left end P= 7 kios @ 13.1 ft.from left end P= 7 kios @ 21.1 ft.from left end RL= 10.1 kios RR= 11.4 kios MOMENT @ 5.10 FT.FROM LEFT SUPPORT= 51.1 KIP-FT MOMENT @ 13.10 FT.FROM LEFT SUPPORT= 74.1 KIP-FT MAXIMUM POSITIVE MOMENT= 74.11 KIP-FT. SPECIES SELECTED= GLU-LAM 24F-V4 LOAD DURATION= 1.15 Fb= 2760 psi Fv= 189.75 psi FP' = 650 osi E= 1800 ksi fb= 2552 psi H= 141 psi Cp= 627 psi BEAM SIZE SELECTED = 6-3/4 x 18 S= 348.5 in-3 Reo'd S= 322.2 in-3 - ---'�° - ~-- ^w~� ''��� A= 121.5 sq-in. Req°d A= 90.1 sq-in '°°' ~'~^ ~| | MAX.BRG.AREA REQ'D= 6-3/4 x 2.7 in.Long, (Ab= 18.3 sq.in.) I= 3281. in-4 CAMBER @ 2{)00 ft RAD= 0.50 in. � TOTAL DEFLECTION= 1.37 IN. ao`~. TOTAL DEFLECTION=L/ 215 MOM.INERTIA REQD FOR L/240 TL= 3.646 IN-4 MOM.INERTIA REQD FOR L/360 TL= 5.469 IN-4 = = BAEM A-D1B2 SIMPLE SPAN BEAMS COMBINED FULL UNIFORM LOAD AND POINT LOADS SPAN= 24.6 ft.. w= .02 Kips/ft. with 3 ooint loads as follows. P= 7 kips @ 4.5 ft.from left end P= 7 kios @ 12.5 ft.from left end P= 7 kips 20.5 ft.from left end RL= 10.6 kios RR= 10.9 kips MOMENT @ 4.50 FT.FROM LEFT SUPPORT= 47.4 KIP-FT MOMENT @ 12.50 FT.FROM LEFT SUPPORT= 74.6 KIP-FT MAXIMUM POSITIVE MOMENT= 74.63 KIP-FT. SPECIES SELECTED= GLU-LAM 24F-V4 LOAD DURATION= 1.15 Fb= 2760 psi Fv= 189.75 psi Fo-^ = 650 osi E= 1800 ksi fb= 2570 psi H= 134 psi Cp= 647 psi BEAM SIZE SELECTED = 6-3/4 x 18 /l � S= 348.5 in-3 Reo'd S= 324.5 in-3 N��= ��\�%, �����v*� A= 121.5 so-in. Req'd A= 86.1 sq-in ' ~ \[' MAX.BRG.AREA REQ'D= 6-3/4 x 2.5 in.Long, (Ab= 16.9 sq.in.) ��u� I= 3281. in-4 CAMBER ID 2000 ft RAD= 0.50 in. c���.04Kop /4-~' TOTAL DEFLECTION= 1.38 IN. TOTAL DEFLECTION=L/ 214 MOM.INERTIA REOD FOR L/240 TL= 3.672 IN-4 MOM.INERTIA REOD FOR L/760 TL= 5.508 IN-4 = $$$ i1111ttt1t 111$$$$$$$$$$$$$$$$$$1t111t$$$$ $$ ANALYSIS OF BEAMS WITH MULTIPLE LOADS It -- $* ti$$$$$$$$$ $$$$11111tt$ttIt11It11111$tt$$t BEAM LENGTH= UNIFORM LOADI 1 = .02 KIP /FT. FROM 0 FT. TO 41.5 FT. POINT LOAD I 1 = 17.9 KIPS. LOCATED 0 FT. FROM LEFT POINT LOAD 1 2 = 7 KIPS. LOCATED 1.5 FT. FROM LEFT POINT LOAD 1 3 = 7 KIPS. LOCATED 9.5 FT. FROM LEFT POINT LOAD 1 4 = 7 KIPS. LOCATED 17.5 FT. FROM LEFT POINT LOAD 1 5 = 7 KIPS. LOCATED 25.5 FT. FROM LEFT POINT LOAD 1 6 = 7 KIPS. LOCATED 33.5 FT. FROM LEFT REACTION LEFT END : 42.4 KIPS REACTION RIGHT END = 11.3 KIPS MOMENT LEFT END = -159.1 KIP -FT MOMENT RIGHT END = 0.0 KIP-FT 0.0 0.00 4.2 0.30 8.3 0.73 12.4 1.17 16.6 1.53 20.8 1.74 24.9 1.75 29.0 1.56 33.2 1.17 37.3 0.63. 41.5 -0.00 41.5 FT MAXIMUM POSITIVE MOMENT = 122.0 KIP -FT. @ 25.7 FT. FROM LEFT SUPPORT SHEAR 8 MAXIMUM MOMENT = -4.0 KIPS LOCATION (FT) SHEAR (KIP) MOMENT (KIP -FT) 0.00 42.4 -159.1 4.15 17.4 -76.2 8.30 17.3 -4.1 12.45 10.2 46.9 16.60 10.2 89.3 20.75 3.1 108.5 24.90 3.0 121.1 29.05 -4.1 108.5 33.20 -4.2 91.3 37.35 -11.3 46.9 41.50 -11.3 0.0 MOMENT OF.INERTIA = 9327 IN-4 MODULUS OF ELASTICITY= 1800 KSI MAXIMUM DEFLECTION = 1.77 IN. 8 23.24 FT. FROM LEFT SUPPORT S ev1.I' 1.1tz 6911 as Sits 611, 0.00 0.62 1.16 1.55 1.74 1.73 1.52 1.16 0.72 0.29 0.00 45 , `N`u''4 r ? ?'''7i 16.6 FT. , FROM LEFT SUPPORT tttitittttttttutttutttSMIS ttttuttttttt L ,L 3* ANALYSIS OF BEAMS WITH MULTIPLE LOADS tttttttttttttttt tttttttttttttttM $11 ttttttt BEAM LENGTH= 41.5 FT UNIFORM LOAD* 1 : _ .02 KIP /FT. FROM 0 FT. TO 41.5 FT. POINT LOAD 11 1 = 7.4 KIPS. LOCATED 9 FT. FROM LEFT POINT LOAD 3 2 = 7 KIPS. LOCATED 17 FT. FROM LEFT POINT LOAD R 3 = 7 KIPS. LOCATED 25 FT. FROM LEFT POINT LOAD 3 4 = 7 KIPS. LOCATED 33 FT. FROM LEFT POINT LOAD 9 5 = 7 KIPS. LOCATED 41 FT. FROM LEFT POINT LOAD 9 6 = 17 KIPS. LOCATED 41.5 FT. FROM LEFT REACTION LEFT END = 10.9 KIPS REACTION RIGHT END = 42.4 KIPS MOMENT LEFT END = 0.0 KIP -FT MOMENT RIGHT END = -157.1 KIP -FT MAXIMUM POSITIVE MOMENT = 121.3 KIP -FT. 9 SHEAR @ MAXIMUM MOMENT = 3.1 KIPS LOCATION (FT) SHEAR (KIP) MOMENT (KIP -FT) 0.00 10.9 0.0 4.15 10.8 44.9 8.30 10.7 89.4 12.45 3.2 108.1 16.60 3.1 121.3 20.75 -4.0 107.8 24.90 -4.0 91.2 29.05 -11.1 45.9 33.20 -18.2 -1.8 37.35 -18.3 -77.5 41.50 -25.4 -157.1 MOMENT OF INERTIA = 9321 IN-4 MODULUS OF ELASTICITY= 1800 KSI MAXIMUM DEFLECTION = 1.76 IN. 8 18.26 FT. FROM LEFT SUPPORT 0.0 4.2 8.3 12.4 16.6 20.8 24.9 29.0 33.2 37.3 41.5 Y • N McLaren • Peterson • Associates, Inc. Consulting Engineers 820 John Street, Seattle, Washington 98109 Office (206) 622 -4580/ Fax (206) 622-0422 AREA. 5I ' S/C - c D B SUBJECT• -Oc..)cr JOB: DATE• v21_11,)s a o -o' 22 aZo Q�C25 15 (017.0y JG �o� kt +EAM 867 S I MPLE SPAN BEAMS COMBINED FULL UNIFORM LOAD AND POINT LOADS SPAN= 16.4 ft.. .w= .02 Kips /ft. with 2 point loads as follows. P= 6.4 kips Ip 3.4 ft.from left end P= 6.4 kips @ 11.4 ft.from left end RL= 7.2 kips RR= 5.9 kips MOMENT id 3.40 FT.FROM LEFT SUPPORT= 24.3 KIP -FT MOMENT id 11.40 FT.FROM LEFT SUPPORT= 29.4 KIP -FT MAXIMUM POSITIVE MOMENT= 29.45 K :IP -FT. SPECIES SELECTED= GLU -LAM 24F -V4 LOAD DURATION= 1.15 Fb= 2760 psi Fv= 189.75 psi Fp = 650 psi E= 1800. ksi ft= 2299 psi H= 155 psi. Cp= 638 psi BEAM SIZE SELECTED = 5 -1/8 >; 13.5 S =' 153.7 in-3 Req'd S 128.0 in -3 A 69.2 so-in. Req'd A= 56.7 sq -in MAX.BRG.AREA REQ'D= 5 -1/8 x 2.2 in.Long. .(Ab= 11.3: I= 1051. in-4 CAMBER ►d. 2000 ft RAD= 0.30. i n TOTAL DEFLECTION= 0.75 IN. TOTAL DEFLECTION =L / 261 MOM. INERTIA REQD.FOR L/240 TL= 966 IN -4 MOM. INERTIA READ FOR L /360 TL= 1.449 IN -4. •= 12 / McLaren • Peterson • Associates, Inc. Consulting Engineers 820 John Street, Seattle, Washington 98109 Office (206) 622-4580/ Fax (206) 622 -0422 . oe,. c10,6 - 1&,4., x 1 . x (1,5 -)?, ) ( �� 1. 611 c,,el-( ),5,1 ) c, x + 3 S Ci 61 -1/. I o: C r :I1 ? ??1(0 (4- 7 4o,( I1I- f 51, CJ • 1 ( DATE: C� • �' ! a BY SUBJ ECT' 111' titStItttflttt 1111111tftttttttttttlttittt tt ANALYSIS OF•BEAMS WITH MULTIPLE LOADS 1f fltttttt111t 111$01111111t11ttiftttlttlttitt BEAM LENGTH= 37.5 FT UNIFORM LOADS 1 = .02 KIP /FT. FROM 0 FT. TO 37.5 FT. POINT LOAD 2 1 = 17 KIPS. LOCATED 0 FT. FROM LEFT POINT LOAD 2 2 = 6.4 KIPS. LOCATED 3.1 FT. FROM LEFT POINT LOAD 2 3 = 6.4 KIPS. LOCATED 11.1 FT. FROM LEFT POINT LOAD 2 4 = 6.4 KIPS. LOCATED 19.1 FT. FROM LEFT POINT LOAD 2 5 = 6.4 KIPS. LOCATED 27.1 FT. FROM LEFT POINT LOAD 2 6 = 6.4 KIPS. LOCATED 35.1 FT. FROM LEFT POINT LOAD 2 7 = 13.9 KIPS. LOCATED 37.5 FT. FROM LEFT REACTION LEFT END = 33.0 KIPS REACTION RIGHT END = 30.6 KIPS MOMENT LEFT END = -108.7 KIP -FT MOMENT RIGHT END = -111.3 KIP -FT MAXIMUM POSITIVE MOMENT = 38.8 KIP-FT. 2 18.8 FT. SHEAR 8 MAXIMUM MOMENT = 2.8 KIPS LOCATION (FT) SHEAR (KIP) MOMENT (KIP -FT) 0.00 33.0 -108.7 3.75 9.5 -53.0 7.50 9.5 -17.4 11.25 3.0 17.0 15.00 2.9 28.0 18.75 2.8 38.8 22.50 -3.6 27.5 26.25 -3.7 13.7 30.00 -10.2 -18.9 33.75 -10.3 -57.3 37.50 -16.7 - 111.3 Q )041:. 1. MOMENT OF INERTIA = 8406 IN -4 �:, A?. MODULUS OF ELASTICITY= 1800 KSI MAXIMUM DEFLECTION = 0.23 IN. a 18.75 FT. FROM LEFT SUPPORT 0.0 0.00 3.8 -0.02 7.5 0.04 11.3 0.14 15.0 0.21 18.8 0.23 22.5 0.20 26.3 0.13 30.0 0.03 33.8 -0.03 37.5 0.00 f litlt* t11011111111 $11$$$$$$$$$$$$$$$tlti1* it ANALYSIS OF BEAMS WITH MULTIPLE LOADS tt_ Suitt$ Ittllttlt 11t111t11$1111$$$$$$11111111 BEAM LENGTH= UNIFORM LOADS 1 POINT LOAD 1 POINT LOAD 2 POINT LOAD 3 POINT LOAD 4 POINT LOAD I 5 REACTION LEFT END = 27.4 KIPS REACTION RIGHT END = 10.0 KIPS MOMENT LEFT END = -116.0 KIP -FT MOMENT RIGHT END = 0.0 KIP -FT 0.0 3.7 7.4 11.1 14.8 18.5 22.2 25.9 29.6 33.3 37.0 0.00 0.17 0.43 0.71 0.94 . 1.07 1.08 0.97 0.73 0.39 -0.00 37 FT MAXIMUM POSITIVE MOMENT = 86.6 KIP -FT. 8 23.7 FT. FROM LEFT SUPPORT SHEAR 8 MAXIMUM MOMENT = 1.8 KIPS LOCATION (FT) SHEAR (KIP) MOMENT .(KIP -FT) 0.00 27.4 -116.0 --- - - _ - __... 111,81,4 3.70 15.0 -60.2 .02 KIP /FT. FROM OFT. TO 37 FT. • 12.3 KIPS. LOCATED 0 FT. FROM LEFT = 6.4 KIPS. LOCATED 8 FT. FROM LEFT • 6.4 KIPS. LOCATED 16 FT. FROM LEFT • 6.4 KIPS. LOCATED 24 FT. FROM LEFT • 5.2 KIPS. LOCATED 32 FT. FROM LEFT 7.40 15.0 -4.8 11.10 8.5 30.6 14.80 8.4 61.8 18.50 1.9 76.8 22.20 1.9 83.8 25.90 -4.6 78.4 29.60' . -4.7 61.2 33.30 -10.0 37.0 37.00 -10.0 ' 0.0 MOMENT OF INERTIA = 8406 IN -4 MODULUS OF ELASTICITY = 1800 KSI MAXIMUM DEFLECTION = 1.09 IN. 8 20.72 FT. FROM LEFT. SUPPORT McLaren • Peterson • Associates, Inc. • Consulting Engineers 820 John Street, Seattle, Washington 98109 Office (206) 622-4580 / Fax (206) 622-0422 J OB D • 3- —"? BY SUBJECT I t 11 C , <=g;Js2- spoe. F ooP ' cc1 (..1). PIC.4 Q_ 4 5440 to bfL- CITY OF TUKWILA APPROVED AUG 7 1990 B ILD "G DIV ,ION McLaren • Peterson • Associates, Inc. Consulting Engineers 820 John Street, Seattle, Washington 98109 Office (206) 622 -4680/ Fax (206) 622.0422 go c, • - Su.PPoTar c M 40 a 4y. Pi c? I JOB. Q DATES O ' Z BY J SUBJECT. - rots- , I 2,4 4- NbI I- - / 2 -ico d =CoM t o..t 41%6 Z L 2 ,L4 NIAIL E .1 4- 1". 4- sic I Cocl e - z!) :' 1 2 ..' Ptki 2 5 D o N o -r -ro 44 Lv J \,./ 1 Y14 sNA '2. x ¢ 5 ( 1 kJ � TN L (TYP CITY OF TtJKWILA APPROVED AU G 7 1990 BU LID G DIVISION 4, 1 L McLaren • Peterson • Associates, Inc. Consulting Engineers 820 John Street, Seattle, Washington 98109 Office (206) 622-4580 / Fax (206) 622-0422 • , .... • . 104ec."."f 1 S \ i'l/ I CO CI if Q tZ :2 NluiL S‘ 141 l `tc Leo 6.1 era , JOB. DATE: SUBJECT. — CrY_P *2; i7i4r - e-skt.LEL O CITY OF TUKWILA- APPROVED AUG 7 1990 B 1101 G D ISION BY P 2,4 P rh ‘ ' \ S i DeT McLaren • Peterson • Associates, Inc. Consulting Engineers 820 John Street, Seattle, Washington 98109 Office (206) 622 -4580/ Fax (206) 622-0422 S)4 co AIL, JOB. A DATE: 07 _ • BY e)crsial CP PER CITY OF TUKWlIA APPROVED' SUBJECT. :v 2 ).oc 1 w/ PE.- 11&1L5 .e 12. .51,c -1 21. .t4 0 /4 I L..V 2 e..Z4,!'oe I /Z ". F1-'r `,scot - 121.1 AUG 271990 B IL NG DIVISION P . 2 4- J t L5. E1;1 D I U Lb 2 1 WhL! McLaren • Peterson • Associates, Inc. Consulting Engineers 820 John Street, Seattle, Washington 98109 Office (206) 622 -4580/ Fax (206) 622 -0422 T, 1 P401-1's k_ 4 TIE T ..i _.24 z ovse k e`� I e, , �► L I (oci e. 7 � 1 � JOS: DATE: SUBJECT• ( ttZZ T 1h. :c BUILNING I VISION McLaren • Peterson • Associates, Inc. Consulting Engineers 820 John Street, Seattle, Washington 98109 Office (206) 622 -4580/ Fax (206) 622 -0422 Joe: q DATE J • ^2 % -9 BY SUBJECT G401 G NLILsR r 5 J,E 4 tt.‘15T 2 PL OL CITY OF TUKWILA APPROVED' AU 7 "II it :.. -4 Id B IL C DI ISION Pu rau ki - s>41 -- €5r. '2;)4 Lsr)c s\neir: P140 S McLaren • Peterson • Associates, Inc. Consulting Engineers 820 John Street, Seattle, Washington 98109 Office (206) 622 -4580/ Fax (206) 622.0422 L S 1 ': LSo w fa l Gi l, Go k p+► _F�I_AiL JOB: ; " r) DATE: ✓ � SUBJECT. 2 . bL0 k ;'- \• ` rNO :� -�O2 7 I - " a 2 ,0. 4, •J Sul e 6 11 Ci -r,, 11 I MP IJ (2_-$ &e. 2 114 TIE #_,Ir t t: 2.--C.0. 514)7. 11..)t PljEL!'rJ 2:;.. ( rE . ( Ig ... . ; _RETZP . EA . Dial) L.i To \IA L L • CITY OF TUKWILA APPROVED. AU 2 71990 RUG 27 X42 13112 7Os39e5 McLaren • Peterson • Associates, Consulting Engineers I$C #n Rim% soots., lAesMnpten MOO ONI . 120$1 e2241801 Au (201) eu94aa J m g . uJ S41- `'to Inc. FROMsMeL are n P1$a,' 0t T -374 P. O2 4., Pica 5La* oATIL IUSJIlet $0 )vwr Pim Pet .00a'+p' Wag b P'1 hl E■Ae :SW Gr, 4. VW; :17-41111111 11111111111111111111111111111111111110 _ 1081 MN �1�5i]��►Ttat� rttZ its t»r t O4 ) PAINSAIPM Toot sittiT CITY OF TUKWILA APPROVED; AU 271990 D BUIL ING DIVISION 2 ti labia& Caw, 064 CITY OF TUKWILA Buildin9'artment 6300 Sou, Inter Boulevard Tukwila, WA 98188 (206) 431 -3670 Type of Inspection Site Address Requestor Special Instructions Inspection Results/Comments. A i 01: Inspector INSPECTION RECORD PERMIT # 0 Date Date Wanted 1/ . C5 �- 0 , P. Project 8 &11 & Phone # i gi Date / /.S �Sd �J,' �.` Rrl d�" YR' NS34i�!' S1�flY. ti �t: �' Y' Ff%'J= Y. �Sl CCN: 1.'. L` C5WAY7+ 3Cb :�:il4NFteYkN`CZUA.Y.t ?zc:T'• tit /.'K:"..nuuAaC.. sr.�2': r: {e.�T x'xuxYatbt Y' �' 41V7 C11N1" L: TICYY, Lr1' 3J`¢ n:, Nt�f: i:+ �' S';• �JI. A' �' fif ie`.'. ��;% �? INSPECTION RECORD PERMIT # DO CITY OF TU ILA Building rtment 6300 Sout ,iter Boulev Tukwila, WA 98188 (206) 431 -3670 'ype of Inspection L .ite Address tIOa AvIduvw p lc ' h) equestor m ati- nspection Results /Comments: lspec tor pecial Instructions Date 11 -7 -10 Date Wanted 10 p.m. Project el iE /-c.'4- Phone # 1 Z- $ /tti or/ Al Date /f— g.--f6 CITY OF TUKWILA Buildin partment 6300 So nnter Boulevard Tukwila, 98188 (206) 431 -3670 car Type of Inspection ■ A . 1` Date Wanted / U — 1 Site Address Pr/ 11, ��� Project 6 . E Requester y 1 S Phone # ; Special Instructions Inspection Results /Comments: PERMIT Date k-u- .. ` 7t0 cQa-d 411 Inspector - J _– � Date Y, . 7� P ry ,,K ! Y 4' 9�i`G; z r YS ;?; !' yy,�, �,�{`r c �sa to:i;1lS 3'4}r'_..�?�`� II�1��„ �.�';i.E�' E . i�. �:v �...`�. �7'i�::ltr�i� ` INSPECTION RECORD 1� - 9 -9 o I v — (t -90 p.m.l covnumd �v�ce (� a��CM Type of Inspection 4 Site Address 7o-6 Gam-. -wv"4- Requestor Inspection Results /Comments: Inspector CITY OF TU���yyILA Building q�'' ^tment 6300 Sout ter Boulevard Tukwila, WA 98188 (206) 431 -3670 "'s x„nsnur rye+riRcsivbs tzkvi oltwatt- uPr YhC; IMVAT WItrILM`laft(ft.+ b EO-.. INSPECTI N RECORD PERMIT PERMIT # Date Phone # 2o-c1 2cr ) Date Wanted "1 ^Ze —qo a.m. p.m. Project e Special Instructions Date 7, 2d ---v ype of Inspection site Address ;equestor special Instructions rrictx MITAVAJMnamttswirmhet CITY OF TUKWILA Buildient 6300 So o enter nter Boulevard Tukwila, 98188 (206) 431 -3670 v A- : nspection Results /Comments: i zraliU.tuluZ:t ! at 31!o tikr 501&01lt :goe INSPECTION RECORD PERMIT # 614,0 Date Date Wanted J' L- 90 Project (5, E. Phone # p c . � 9- [nspector Date a.m.ca.m. alle q '.1``AimtOtia illita ;f5tri I RM. SAiYJ�6Allevtuaa -rtru:d:in..11..i1mro; but CITY OF TUKWILA Bulldipq?�partment 6300 S enter Boulevard Tukwila, A 98188 (206) 431 -3670 INSPECTION RECORD PERMIT #Z.a-t7 Date Type of Inspection .erdf: Site Address 7 oi) kos:w. - P4—. vJ , Requestor Special Instructions Date Wanted °i iy (9 Project j 3 v c,F, Phone # Inspection Results/Comments: -01- Off' Yr-u,, thre - cps.CertAio.. ari a P PR.ii-cAN c vitt E •ft!)4 Wvzs er o',PP tk--►.r >a rr+ le e o S w I A- rsm" NV4 P, -1 7 f 11.174 Wi1 A -4.t_N ' VCA -• Inspector Date 'it/ 90 a .m. CITY TUKMIUI BuilOepartaunt 6300. chcenter Boulevard Tukwila, WA 98188 (2 (206) 433 1 -33 670 Type of Inspection AA-- ,u, Site Address — 7Cec) 4J Requestor 4h--$ Special Instructions t.....v,%—t—ij ' CC" Inspection Results /Comments:, /2,-~s c ✓ ` �Q f �( 7 -7 5 -" .- 1 r ` ��11' % Inspector 1_)st, 1it tST; e@i': fit "ziir4 ahnt.t. lgoora:: k izmotttlis INSPECtON RECORD PERMIT # (624 r7 Date Date Wanted c .( & / 90 Project Phone # Date lvf-- r(7) TO: PROM: OATI: SMUT: (10 /T2.MEMO) Cit of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 LOOM) 4334800 Cary L. Vanousen, Mayor MEMORANDUM A4, : Co2a)- /RcA9zveGa4z1 q- 6 -90 lth4Q .JI0R. .,r. 4..aOCv "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 X 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 ISUILIJINU YtFiMlt INSPECtION RECORD Post with Building Permit in conspicuous place) Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 700 Andover Pk W SUITE NO.: BUILDING PERMIT NO. DATE ISSUED: (cc PROJECT: GE /RCA Service Center 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. 05/17100 "X" REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 6 Masonry Chimney ■ 4 7 Framing 8 Insulation 9 Suspended Ceiling 10 Wail Board Fastening 11 12 13 14 FIRE FINAL Insp: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL 417 BUILDING FINAL PLAN CHECK NUMBER qo - 3406 co4OJECT: THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER �No ��//``�� changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. O 2 Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296-4732). Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363). O All mechanical work shall be under separate permit through the City of Tukwila, ter .(�E') All permits, inspection records, and approved plans shall be at the job site prior to the start of any construction. O 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. O All structural concrete to be special inspected (Sec. 306, USC). O All structural welding to be done by W.A.B.O, certified welder and special inspected (Sec. 306, UGC). O All high- strength bolting to be special inspected (Sec. 306, UBC), !0 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 (81 feet in length. 12 Readily accessible access to roof mounted equipment is required. 13 Engineereed 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. 11 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. is 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). 23 ✓V All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), 18 All food preparation establishments oust 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 desire 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. 2 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. O 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. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. 1 177 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. • Plan Review PROJECT ADDRESS OATF Z4 A c is° PLAN CHECK / NUMBER IMAM DEPARTMENT OF COMMUNITY DEVELOPMENT prepared by: 1445 CITY OF TUKWILA PLANNING DIVISION 4 - Al. A CKF-Igilk-ke oF AfrAtcracwoL A-U_14t.mpL . izkup 6 kiFACV- Dr ec> 32c9 CotkcVALLrr-o - nAW____.±.)________ 4412itilFt2 Z "•• lisc_ccx.,tgck °(*K __a, t ‘ - ../, , / : - ' .viti 4.-er . .......•., .1._ . .4.4 1 7 . . /it i . _ 40:4 ie... . i i dt -1 i, Ai . ... • _ .. . _.....4...r I. . ' . frill / ..A.A. dtilil i _ • Plan Review PROJECT ADDRESS OATF Z4 A c is° PLAN CHECK / NUMBER IMAM DEPARTMENT OF COMMUNITY DEVELOPMENT prepared by: 1445 CITY OF TUKWILA PLANNING DIVISION