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HomeMy WebLinkAboutPermit 6326 - Convert Pac Inc - Storage RacksVERT= TYPE OF CONST.: UBC EDITION (year) 1988 i SETBACKS: N - S - E- W- (through Public worksf FIRE PROTECTION: © Sprinklers 0 Detectors 0 N/A UTILITY PERMITS REQUIRED? 0 Yes ® No ZONING: BAR /LAND USE CONDITIONS? O Yes 61) No CONDITIONS (other than those noted on or attached to permit/plans) EXP. DATE ARCHITECT PHONE ADDRESS ZIP Reef Management PHONE 285 -7003 ADDRESS 200 First Avenue West, Seattle, WA PHONE ZIP 98119 CONTRACTOR Owner ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT PHONE ADDRESS ZIP CITY OF TUKWILA Dept. of Community Development- Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431-3670 BUILDING PERMIT NO. (0 DATE ISSUED: 1190 SI PROJECT NAMFJTENANT Convert -Pac Inc. ASSESSOR ACCOUNT # 022330- 0010 -03 TYPE OF U New Building U Addition U Tenant Improvement (commercial) U Demolition (building) ❑ Grading/Fill WORK: x0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: ('OI)F ( IAP!('I SQUARE FEET OCC, LOAD FL TOTAL SQUARE FEET OCC, LOAD OCC. LOAD SQUARE FEET SQUARE ' FEET OCC. LOAD SQUARE OCC. FEET LQAP TOTAL SQUARE FEET TOTAL OCC, LOAD USE APPROVED FOR ISSUANCE BY: I hereby certify that I have read an • examined this permit and know the same to be two 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 constructioe performance of work. I am authorized to sign for and obtain this building permit. DATE: PRINT NAME: p F — E C-tk COMPANY: C.-c, \./6RT -PAC ( C. This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection SIGNATUR CERTIFICATE OF OCCUPANCY NO. 575 Strander B1 N 1-Pc BUILDIK3 PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) BUILDING PERMIT FEE. PLAN CHECK:FEE::': :. <: BUILDING SURCHARGE OTHER: PLAN CHECK NO.: TOTAL Add 40 additional bays to present rack storage. BUILDING OFFICIAL DATE ISSUED: 4.50 30.10 90 -466 5,000.00 PERMIT NO. ....... CONTACTED L� t r Ie_orcis, (inA.) DATE READY ....:, .. }:.iiii r : DATE NOTIFIED I t -- i .. D --.(3 1 1 0 PERMIT EXPIRES .1'111.1 2nd NOTIFICATION OCC. LOAD SQUARE FEET BY: ( init. ) BY: (InIt.) AMOUNT OWING • I C 3RD NOTIFICATION OCC. LOAD SQUARE FEET '. elrl. ....... .... _ ...: :...- . - - -. ... .:.::::::.... } ....:, .. }:.iiii r : � : ::;::::;_:::: }::i�; }2y } ?:} ':' r i }5t5tC: .:::: .::....... r.....: . i .. .. ... .......... .1'111.1 SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQ(1AF FEET OCC. LOiAD — SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD •• �r ! {f S "i•iiiY;! I�tillil 'i/l t..::•: ;� fir. •: :f: ; .t r::: 11 : ::: it tit , . '.Y.' .}:. r .. . OT — PROJECT NAME Cor\ Pac_, SITE ADDRESS 515 '01rand-er Pal SUITE NO. PLAN CHECK NUMBER 90 Lj En • BUILDINGVERMIT APPLICATION TRACKING 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) DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. so BUILDING - 1,13 -cIO initial review FIRE O PLANNING O PUBLIC WORKS k‘ ROUTED INIT: 7 r CONSULTANT: Date Sent - Date Approved - ZONING: BAR/LAND USE CONDITIONS? Yes INIT: INIT: O OTHER k BUILDING - f -21.10 final review INIT: INIT: . A C .IRS ::: >: F - E PROTECT VV Spr n ors electors N/A FIRE DEPT. LETTER DATE' : I) J Z? f O L) INSPECTOR: 5 (7 REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- E- W- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: Yes PE OF CONSTThUCTION: UBC EDITION (year): REVIEW COMPLETED i CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 API'I I('J Tlc)N lll(l-; l TIT F I 1 I I.!) OLIT ( ; 0[ 1 1 I ' 1 1 It I Y SITE ESS 5 s ADDR Z R��o ER, ?L..J PROJECT NAME/TENANT Go►�VE kt■)e. TYPE OF U New Building U Addition WORK: Mack Storage 0 Reroof BUILDING USE (office, warehouse, etc.) \r.,/IaRe' hkov S s t. SUITE # NATURE OF BUSINESS: FAFER,c.atJWEtz WILL THERE BE A CHANGE IN USE ?Vo U Yes IF YES, EXPLAIN: PROPERTY OWNER Keep M AC ike_N ►J-r ADDRESS .Zoc c• vJ 4s-am CONTRACTOR ) 4 ADDRESS WA. ST. CONTRACTOR'S LICENSE # ARCHITECT ADDRESS BUILDING OWNER OR AUTHORIZED AGENT BUILDIN PERMIT APPLICATION DESCRIPTION ; :> BUILDING PERMIT: FEE RAW FEE BUILDING`: SURCHARGE OTHER: TOTAL :< VALUE OF CONSTRUCTION - $ 6, 000• =°"• ASSESSOR ACCOUNT # 0,3O 00) O - �-� C.),3 U Tenant Improvement (commercial) U Demolition (building) 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: KV>I> 4p ADDtTtok)kL.- aAy R.Gs E�.1T' Ric ST OR_AC=, 1v\{yk . S NAT• = l' SQUARE FOOTAGE - Building: I ©o F Tenant Space: 3c,K,Ft' Area of Construction: ( WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: EA - r - L PRINT NAME ADDRESS PHONE 2$S-7bo3 PHONE EXP. DATE PHONE DATE 71P • 956\ 9 ZIP 1 ZIP It 1121 1 0 PHONE 4 % - �'J`� CITY /ZIP CONTACT PERSON E PHONE 2-41,-0 79 0 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 431-3610 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 ACCEPTED ll- 13- DATE APPLICATION EXPIRES Ol/01/I0 COMMERCIAL aia Account. Nurt b i 2) Nti a} Coflsbuc1011,; .............. iota of SUILDINGS/A Completed bui ding permit applica on sawt Account Plum NO .Sae ut2lty` application submittal requirements + o . eats (2) of the lolio■i ............ ................... . ......... ... .......................... . ........................ . ...................... ..................... ............................. RACK:STORAGE ; Completed buildinq.permit;app. sssnr Aa Num Structural calculations stamped by ip Inver (rack stotape; `and o RESIDENTIAL • W SUBMITTAL CHECKLIST XA c.iVP ad trraa: oft of ellp .`. • ; ANTENN#A 6SATEWTE: .......... ............................... . ......................... ............. ............. ............................... ........ ............................... ............ ............................... If wy iP+ w+airkl. a don a` STORAGE RACK ANALYSIS FOR CONVERT PAC INC. For: CONVERT PAC INC. c/o Mr. Jim Gibbs 402 Strander Blvd. Tukwila, Washington 98188 (206) 248 -0790 Prepared By: POWER ENGINEERING & CONSULTING 12342 S.E. 223rd Drive Kent, WA. 98031 (206) 630 -0617 JOB NO. J -9027 October 29,1990 RECEIVED CITY OF TUKWILA NOV 1 PERMIT CENTER CAVi c) i00 P ?PR 2 9 199 1v1S �pN ee pNGO Disclaimer: Martin Power or POWER ENGINEERING & CONSULTING will not be held liable for any damages related to over loading the storage racks more than the amount described in these calculations or not implementing other recommendations as described in these calculations. 9� r. Mart& Power, P.& IVt & STRUCTURAL ENGR. r..l rsvv ry 8 V r. o, 140 yJ V L = o,I' Gor•.l�/' r pac. I rJG ‘7To2ACq f -AC4 - LY5 of 140l Ai.iAL-( t✓ Oro e� f� ALIL t�Y Lvv t t' - p L TrG1-1 I tJ C 1 I,e1/41 L. .(Sat', M, t G-) s T,&%Ttit LrT mr - L to T }"'g-c 1'U -T L, -r 0N u p of Pvl- l.oW tr..1 PACore . C,or� . epA1- e.4. Go.,. _ .141 -I I Gf-I LLD . Go oil -T PAC, T 4 5r - og.A.Glro . ups . 1r Lt ,/ tuz.or P t2-r I ,< L ' i r ' ilk., rat r , 1..01< g-r'- -( goo .1.41r1-1 Merl 44 1 t w P- - F 'i - -G 1144 LMT I C.KS kl' Act.J .4e1 "f�4 -F� otilt..Y SIC. 11.1 + r I Got .rr STfu1 c,-ru f L . 1::>1 L.t i r 1-14!.%./ F S c2 i 1 �. Tt-i r.1 � G�z. � tJ c.�cs Tl o ) LMT . $4 1 t AnJ ALY o . �.. 27. -11.. c. Fog-Ca V a'sKCh - �,� - o.7S, . .L .s-. -. " 1,103 C. - - iVe..Ai0' f ,� 1 I . vo (. MsMe+•lr - tz le-ArrAct.ir Cr ► Ns?' NJaaL ) I01 " I lo QD (.ra-4►J s . CI �.... ) LLv p t in . 04-T 2 d=190 J -�o 27 /61 Pet: LM -r - Mrri c a,e.- r-r c-t-+ pro 1-oA.D t tJe.L.JDts.s to," .r- -s4r) . . L, Martin Power, P.& CP,11. LTt . .iJCTURAL ENGR: C 1"rL,AK NJ 4 , . __. U � tZ. . 141^IL!L boLT ' 1 4Aq f2 .-. A L_"*(5 1 5 II - �. G.. _. M, 8 ( # X .60:.((.40 &) . so . 44" p.� OP1 14 4 : Ca +r- K. Marti* Pouter, P. &. CIVIL & STRUCTURAL ENGIC c � Gj - I / T12440.147, a I R. ena• .0 _11 14 �: - .z 1441. . _ o 07 Z A o, 2$31 11 -3 0.4 C44J BRA pAtci . l ►J c 1 .71 - .012A 44.LIL ANJaLY i. .. ( ) � ..... 0 4, OAT 2.61 2- 14 . a , 74-1 c,w.J Cx ..._ 3 z . C .... ___..:7. _:_- I<- 5 : L.. . . _ _.... 0 3117 ,_7.5 o 0444 1 t f o, o i �R.�or.J hJ Baez . 11i4rp . r ,.J ...... a C4..) _ _ • L1.s.4 • , _• . _ L _.. Tw ei l e. - 774-2 *PePp0 PT* 1 o% K Mar& Pr, P.& CIVIL & STRUCTURAL ENGR. C ifevs I TSOACO 1_.oA ; =.. 1- Z V I►�e�CCPNN est. , Go JVR -T I L Weds STo ioorCT G14. Ar tiJALYSIs CA4 feG 4 - bi , K- V = 0,1* LI,O)(1, =_ I • CR rd, Z, (0,s4) + e9 e.. „o IZg.ly = , Z.9 l -vI C58 44 T4 2-1,1990 J -94,2.7 4+ 2.IZ 'rz..44..1 S , F'12.A.r"‘ & C 1 IZoi4. To e.4c r C. Marge fir, P.& Goal �G��' . rAG. I tJG :IVtL & STRUCTURAL ENG' e-f o Gi A,p..1,4 LY4 I S c G I-I mG Go , TrLN.1.1g, , , = - = 1,41 . 4.(..075.7 o, 7 S.) 5 ,1 *-e1 Q 1,00 Z 0,cpe, 5 .. 1 �1� v.3.11.7 . i►J3 .ir7& V ve'CSI)60) I I ep <1.s Wit. 1 z ri ._`w_ 1 z ...}. -4 F?CJt 143 ..... zo;3 2 •$ ) 2* 2 Oc rr, 2q , 1 J A .:. oL o T t os J t..1G .._ i-ordv9 we _ IAir, err 1 R-t.4L 4.. Gie gag. _.. _'(•o _.... D.i.tG. . 44c1•414._ .060( f5eNDi ....._...__.._._..._..... _ .. 0,I Ir Zool /NI r 1 =- o,v7 S7" Z(,g „ , a, 23 C24,�) I- o7_ -fr I.,S Z.(01 > >.I, L Martin Perin; r. Gc G � nAcC CIVIL &STRUCTURAL ENG& �l� .te- L.-(41 S C - rrL� 548 b f--484T ep 4 .. 040) g ocr 2q 1/ Go IC. MartinPaver , Cryli. &STRUCTURAL ENGE., 'f* Z. C.. 2.0 bi . . 11, 0.155_02., / iL 47 'F 124T • Go I.-Iv tzT PA re...0 C.,, e9 60 eAr....V.- ie9 601_ Teht-Ni s , 2, 5 Id-e7 ir .717.?..7r0!11-- roe- gack44.- 062Lit.a..4 , 32.0 . . . . . . . rtabg-...51401-r. C it..ere-9-Gosit-lase _F"..1eAd• • op- wok goi"1 L --- Le, , e-(, le- e', 33 / v e.- 4 1.4/ •=•• • 2 F •- o, 33 • • • f;•._ =- 40: c,r - col- idi 11-14- 14 0. c_AcroNc.4 =•- ° (. (! 0 ) Ce L.19, m • -L- T' 11qo J ) t. Mores Palters P. B. ..... _._ ( I.-1 v G le:r �A G , l tJG , OG'r, ti 119 0 . I 9 CIVIL &o STRUCTURAL ENGR- 4t R Ac., IL At , J A S ` J - 1 o 2 ,7 GN co 1., Lo ►�c�. GI-r;E L f51-.4-1 - 1 d� *- ... t� I .X l :r'1' . -," r_- . I-- 2L (►� 1 a5 T 11_14. .11..7 - o, 1.7 [ L 3,z.� 4 L o,, / 2. I Cei S) 1:0TA - i I I ,'7 -t- z ,o I3 1 J v _L 7220 1 ..I S rst . G ?Acc► , � ST ( z) - p, �, GotiJ rJ =.. `1• s . 7 .13.7. - ... ©• H -w -- 3.7. 3 3 .r .v / ( 3 7 4 ) 0 v ) . 3 ( 1 . 7 2 . 1 4 ) .350) 171 o 1 -; Igz- " Z. .o 1..14 = 13 ,.o.3 ..._.__... • a a L Morn Power, P.B. .6.0 CIVIL & STRUCTURAL' ENGR.'��- STo P_,A•t±__ 12 c. A.lA LY4 S .U--� ��c. 60L . 13A5� I STfl �T, • f �y =.. 2 ?b x 7 3caoo F7g 4'441,1 rn.oi.J ic.; p4F ALl..v1.%1 51 p =. 4,1.4 i) ,64..1. - 2, )zs Cs) MAO( IIJ. r1, :Ta..T -,ACL .. jCGD. ....: Cv 'aoo" 0-1.1 15 -s-1. Vs ? ,,.1... aT, VM ' J - '1 1 2 F. —4z 4 1 SINCE 1936 S]1 €®RED SALVOS C®. J /ecthhrt. %r i9, ..lfin;4 .,llaie.Ya4 . liz * v f. (C.; clt�fcuz 5706 2nd Avenue So. Larry Roe Jr. Seattle, WA 98108 Sales Mgr. 763 -7503 UPRIGATFRAMES There are five basic LM upright frame models In various sizes and gauges. LM 10', LM 16, LM 20, LM 30, A LM 40" • Normally Nand Loaded • Leas than 50 Add $100.00 Net 8at•Up. or 7r SIAM 'PAM N INC1I11 .3 ST - CRttotiv. M AME CAPACITIES WN Non Seismic Frame Capacity Chart 011•Ii =Non Ir� IMO aann n....:::••••• NMI M>t Mma MOM MOM MOBr -- - s ma1 L.._ •— air Maas Baran MEN Mar EOM SIM a— .-7"'filio lama ■nMa rIMS rinia NMI IIIIIIMM IMINEMrrMIND_+r• ammo OSUMI SEM soft.. Ana• MEN IMO niramniMINN MEN mmmimiNEmmr ROM =MB man naaasIIOnIN naraas>_ ,..z-7•■NOIS Om= row some =Imo A•mar. 1 •IM—maw snrrlrsece+ r.. mamor -Ma._ -•∎ Ono rum - IMO I — Maw MEIan.:11■11■IaarrIMMO allib- MEN MOM MEI MINE ranal••_termMIN �� r■. ■.r re»— NINON gun■— .� — - •+•■•Mar —ter. — r. moms Mow +ahe ll aanre NEM MINI MINE naarrIMO re — maw mommil amps =NEM MIN NM. MIN MEM aMEI MIN aIMI •Marna ear .gommormom Moo ammo aim= Mom r� SIM timEI —.__. - 1 Mrma-- �� ONE arms _ Mr n# i..-' NOM MIN .....• milt nma. MIEN l or. M -^ '-.r MEN =MN —nr r,■ r..— UM= rwFEEr..-.-7 imEEI MINE rrrrni erw..� %Um= ��rr•�. — wry— Mar.. •tea —r. NEM—nay -Mllr •wn aal. MOO ra.a� -•+.I. Mara en' I�I811111∎ ..maamis ■.� — mops ■ EMare- -- mar MIN VINE NMI — asrnr — M� rrr�r rrarr arm Hans Mar Mama Mani ...la Mni MEN MOM i lm ., Mama - - w.o SO HOW TO USE FRAME i APAUt t r UPIARRT After determining clearance between shelves and selecting total required capacity for frame; Read vertically from maximum shelf spacing to point where capacity shown equals or exceeds required total frame load. .. 9.1990 14:20 ') L,41..- n- -1. STANDARD BRACING _• . FRAME FEATURES Then are absolutely no dud spots along lull height to column, permitting • beam placement freedom. Each column • has • foot plate prepunched for lagging to floor. COLUMN FACTOR OF S • • 2 PR-2 L001 MtTAf. ITCH IMO. (2 y) 33¢ 2roo sal 1aiu j . _ o 371 ram IN se, tM ao•• 1 r -7r - • , �7 zG - fi r 1�.► = o.37i7 .l =o• HORIZONTAL AND 4 4 21 7 DIAGONAL BRACING are continuous mig welded to upright for maximum strength. Use 11 x 114 channels and -0 % x % channels used on LM 10 uprights. Yreza r.l A 0.2439 I = o. 69,1; ed on minimum yield point: 142. Conforms to standards of the American iron A Steel Institute (Alt A.) and Rack Manufacturer's Institute (R.M.I,) based on steel with minimum yield strength of 42,000 pounds per square Inch. • 3 ° x3" FOOT PLATE (TV P.) '3• 12" 1 u .2 - X 4I2 . RAWL 5TUD 2. ea. Foo .ATE (.T'1) 332." - rim. X 2.'Iz P1 -ALE R1GIP ZoW SPACER. (T■IP.) s • .• 2.= , �. - ,�� r rL S -O PATE: 111619° im M. M: J.Ea PROJECT: CorJVERT Iti1C. R1vAK �TofCACgL TITLE : I115 rt..L4.TtO De SCALE: 1 = 0 " " DKW, * 2 13 co" ILooK 3*x3'x12 gm. (302) 40,000 39,000 . 37,850 - 36,400 34,750 32,9 3' x 3' x 14 01 (300) 27,15 26,650 . — 25,800 ■ 3,900 — x1.5/rx 4gs.( •') 18,00 17 I ' 1s,7o 14,900 tltearr. , 4038" 48' 60" 72" 84" 96" 10 Frame Capacities - for static Loads (i) Series 2" vertical Increments 00 04 00 0 00 0 4 00 09 1 1 1 (c) Series 3" vertical Increments leper co L. C km .d1 GIRT /j- LrT / �' x 42 40 Upright Fram v , v ) 38 36 34 32 ` -) 30 § 28 a 26 v., 24 22 20 18 1. Total the weights of all the loads to be stored on all the shelves between a pair of 16 uprightframes. 2. Determine the height to the 14 first load beam. 3, Select the frame from the 12 chart. 10 Height to firq( beam - Maximum beam spacing arive 30,700 21,300 8' Page 3 Andersen Rack - )1 I . (liii i, \\ • tiik„ ( , t)■ • I '()') ') a:, (NW How to Plan Your - Andersen Pallet Rack System •' CLEAR //1/111/ 4 /1111/// I-i. A MIN. CEILING OR OVERHEAD HEIGHT BY CUSTOMER • BEAM LENGTH • PALLET OR PALLET LOAD WIDTH WIDTH L Ii V . ;1 ' 151711 1 ELM. ._LIE. 1E951 CENTER TO CENTER OP UPRIGHT FRAMES (BAY) FRONT VIEW double arty rack SELECTING THE BEAMS 1. Determine the beam length as follows: Multiply the number of pallets X width of pallets. Add the clearance between each pallet and up- right frame. 2. Determine the beam capacity as follows: Add the total weight of all pallets to be placed on a pair of beams. SELECTING AN UPRIGHT FRAME 1. Determine upright frame height as follows: Multiply load height X number of loads high (ex cluding top load). Multiply clearance (min. of 4") X number of beams. Multiply beam height X number of shelves. Page 2 PALLET OR PALLET OR LOAD DEPTH LOAD DEPTH • • II 1 r CLEAR FRAME DEPTH SfOE VIEW double sty rack AISLE WIOTH AS RECD. BY CUSTOMER AND LIFT TRUCK 3' OVERHANG FRAME DEPTH FRAME SPACER. f■ LENGTH Of < ROW SPACER, OR BACK■TO•BACK TIE SIDE VIEW :Ingle entry rack 2. Determine upright frame capacity as follows Total the weights of all the loads to be stored on all of the shelves between a pair of uprights. a Determine the height to the first beam as follows: Add load heights + clearance (min, of 4 ") + beam height. Beam Length Beam Capacity ' Upright Frame Height Upright Frame Depth Height to First Shelf Andersen Rack I I ( I . 1 \ \ � `. • 1 I , , t' I , ( \ I ) 1 (I , I'I „n, 11 '11' I • I r1 ') 1 11.111 rn Type of Inspection Site Address Requestor 41 Special Instructions Inspection Results /Commen CITY OIL: ',wlu Bulldi apartment 6300 Southcenter Bouleva Tukwila, WA 98188 (206) 431 -3670 Inspector C.LZ-- Weea INSPECT eN RECORD PERMIT #' Date 1 a' f 7-- q o Date Wanted 1 //" a.m. Project .OVI -V 4'+ Vat The, Phone # A -40 o ff' -D?90 Date /2 -C7- -' ;1908 Project Name Address.' FINALAPP.FRM • 1 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 TUKWILA FIRS DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued ' moo . C:"•�'r '� �,.,� 3„- �„ �" f,�.J , .r Sprinklers: A' Fire Alarm : �' Hood & Duct: :r'» Halon: �+ Monitor: Pre -Fire: Permits: ./j /. ko-, - / ry s*,✓ Authorized Signature Date Permit No. 4 3Z/( Suite # Gary L. VanDusen, Mayor Control No. 5 71. L/Y ' T.F.D. Form F.P. 85 t.. PATE :. tl 16190 nPAM.1 '/ : J.C.a. PROJECT: CorJVERT- PAC.1r)C. R C.1. 5To1CAyE TITLE • 11.151"*u - IorJ DETAIL SCALE: h I'D P * : 2 13 3 "x3" FOOT PLATE (T r . 12" 3 /32 ' THK. X Z'12 k Ic,tE RtGIP R%oW SPACER lb." X 4 RAWL STUB 2. eoa. FOOTPLATE (T4 P.) 8 V t," FLOOR 1 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #90 -466: Convert -Pac Inc. 575 Strander Bl PHONE M (206) 4331800 THE FOLLOWING COMMENTS APPLY TO AND BECOME P T OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 1.Q 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. • All high- strength bolting to be special inspected (Sec. 306, UBC). • All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 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. Gary L. VanDusen, Mayor "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 • Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 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 OTHER AGENCIES: BUILD'NG PERMIT 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: 575 Strander B1 SUITE NO.: BUILDING (.p3c PERMIT NO. DATE ISSUED: PROJECT: Convert -Pac Inc. CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT 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. Plumbino (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. 06117190 "X" 7 REQUIRED INSPECTIONS 1 Footings r 2 Foundation 3 Slab and/or Slab Insulation 4 Shear. Wall Nailing 5 Roof Sheathing Nailing 6 Masonry Chimney 7 Framing 8 Insulation 9 Suspended Ceiling 10 Wall Board Fastening 11 12 13 14 FIRE FINAL Insp: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL )<17 BUILDING FINAL PLAN CHECK NUMBER ift PROJECT: THE FOLLOWING COMMENTS APPLY TO AND IECOME PART OF THE APPROVED PLANS uNOER TUKWILA BUILDING PERMIT NUMBER Il�rl no changes will be made to the plans unless approved by the ���..... //J Architect and the Tukwila Building Division, • O Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by tnat adencv, including all gas piping (296 - 4132). V Electrical permit shall be obtained through the Washington State Division of Labor and industries and all electrical won will ae inspected by that agency (872 - 6363). ( it All aechanical work shall be under separate permit through tr.e �../ City of Tukwila. I( yi All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any cposted at the lob site prior to the start of any construction, (:6 J ) 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 canner. Reports shall contain address, project name and permit number of the project being inspected. (..J All structural concrete to be special inspected (Sec. 306, USC). l�� All structural welding to be done by W.A.B.O. certified welder and !! special inspected (Sec. 306, UBC). All high - strength bolting to be special inspected (Sec, 306, UDC). O Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic lone 3. 1! Partition walls attached to ceiling grid suet be laterally braced if over eight (B1 feet in length. O Readily accessible access to roof mounted equipment is required. V 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. la Any exposed insulations backing material to have Flame Spread Rating of 29 or less, and material shall bear identification showing the fire performance rating thereof. 19 Subgrade preparation including drainage, excavation, compaction, and fill requirements shall carfare strictly with recoanendations given in the soils report prior to final inspection (see attatned procedure.). 16 A statement from the roofing contractor verifying fire retardancy of roo4 w 11 be required prior to final inspection (see attached procedure). J All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code 11988 Edition), Washignton State Energy Code (1989 Edition), and Washington Stae Regulations for Barrier Free Facility (1989 Edition). 10 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 wade 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. 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 shalt be issued by an approved agency having a service for inspection at the factory. CO) 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 -B, 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.I.C. Section 306 (ai 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 provisio ^- of this code shall be valid. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Number 90 -466 (512) Re: Convert Pac - 575 Strander Blvd. Dear Sir: Gary L. VanDusen, Mayor November 27, 1990 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 10.302) Warehouses designed for high -piled stock shall establish and maintain aisleways of not less than 44 inches to provide access to all exits and fire department access doors. (UFC 81.108) 2. The critical storage height for high -piled combustible stock in racks is 12 feet. (UFC 9.110) Storage above 12 feet would necessitate increasing the sprinkler density at the ceiling or adding sprinklers to the racks. 3. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Plan Review PROJECT . COKNLeRT P ADDRESS -� r1-' - rtC �� L� e� o' L DATE 1,10-c Rows 3 L47- ■ Ft tz.e' - __._. 4 C , j � t Et.,1 �4 t� .� n n►e� a� CITY OF TU1'KWILA DEPAII MI NT OP COM4 Y DEVAloPmf, r •I 4bJN M Z DIVISION PLAN CHECK NUMBER 9o-1446) • prepared by: , ____ MIAMI TO: PROM: DATE: SUBJECT: (10 /T2.MEMO) City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (203) 433 -1800 Gary L. Vanousen, Mayor MEMORANDUM Ft' Le_ - (o to - ,f3a - fi-e3 N ovzmi-w) r 13, I R ad< F.e.e, - Con v-er t - Fat: • 1 • 3.. 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