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HomeMy WebLinkAboutPermit B94-0168 - PACIFIC FABRIC AND CRAFTS - STORAGE RACKSCity of Takivilh. (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B94 -0168 Type: B -RACK Category: Address: 1207 ANDOVER PK W Location: Parcel #: 352304 -9092 Zoning: Contractor License No.: ENGINSP142RA Status: ISSUED Issued: 05/17/1994 Expires: 11/13/1994 Suite: TENANT PACIFIC FABRICS AND CRAFTS 1207 ANDOVER PK W, TUKWILA, WA 98188 OWNER WACO ENTERPRISE 1205 ANDOVER PARK W, TUKWILA WA 98188 CONTRACTOR ENGINEERED STORAGE PRODUCTS Phone: 206 682 -6596 1033 6TH AVENUE SOUTH, SEATTLE, WA 98,134 CONTACT DON ROBINSON Phone: 206 682 -6596 1033 SIXTH AVENUE SOUTH, SEATTLE, WA 98134 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: INSTALL STORAGE RACKS. Rack Storage, Dimensions - Linear Feet Height 142 16.0 9 12.0 .0 UBC Edition:.. 1991 Valuation: 1,500.00 Total Permit Fee: 28.30. *********************' k************************ *** *'k** * * * ** *** ** * * *** * * * * ** .0 .0 .O Totals 108 Permit Center Authorized Signature CIM ate I hereby certify that I have read and examined this permit and know the same to be true - - ect. All provisions of law and ordinances governing t :' work wil be complied with, whether specified herein or not. The grantin•�f %this •ermit does. not, presume' to give authority to violate or cancel th •rovis o of any other state or local laws regulating construction e.p ormance of work. I am authorized to sign for and obtain this b •� g rmit. . Signature: � � r gate.: S_67:- if` Print Nam: 'be" ,l�, 111 1A-S0,---- Title: 5[gi- J ©ul, 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. CITY OF TUKIk'IL/' �`' Department of Cor", nunity Development — Permit Cent, 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER PROJECT NAME SITE ADDRESS SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system 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 ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. :DEPARTMENT DAE:., DATE IN ` REQUIREMENTS /COMMENTS A .PF�QV.ED . :: <.... Date Approved - BUILDING - initial review ,4 FIRE 6,2 Gig ( OU ED) `%1,-61 INrFA V'�t r� CONSULTANT: Date Sent FIRE PROTECTION: FIRE DEPT. LETTER DATED: prinklers Detectors N/A INSPECTOR: O PLANNING INIT: O PUBLIC WORKS O OTHER INIT: INrr:, 5-‘(bi TYPE OF CONSTRUCTION: INIT: 5 `....-5 BUILDING - final review BUILDING OFFICIAL REVIEW COMPLETED ZONING: REFERENCE FILE NOS.: MINIMUM SETBACKS: N. S- E- IBAR/LAND USE CONDITIONS? ( )Yes (�Np UTILITY PERMITS REQUIRED? YE-7s—"T")- es No PUBLIC WORKS LETTER DATED: INIT: CERT. OF OCCUPANCY? DYes S-No UBC EDITION (year): I 4,,c,A AMOUNT OWING: 44' •--ao CONTACTED LQ- 7 DATE NOTIFIED fD _ � s BY: (init.) 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: /init.) 01,08/93 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT APPLICATION DESCRIPTION AMOUNT BUILDING PERMIT FEE PLAN•CHECK FEE BUILDING SURCHARGE RCPT '# ',DATE:fk OTHER: TOTAL - SITE ADDRESS 1 SUITE # ! O 1. .) r rr � .c, W . VALUE OF CONSTRUCTION - $ r 00 I-. oo, PROJE T NAME/TENANT NAME/TENANT, C�-C FO 0,-ie,1& g- ASSESSOR ACCOUNT# �' , }�- 5c Z 3 U ,./(9‘1'1-- 0 �7�Rd 1 Fl TYPE F New Building' • ' ddition • Tenant Improvement (commercial) • Demolition (building) WORK: KRack Storage 0 Reroof 0 Remodel (residential) 0 Other' DESCRIBE WIRK T. BE DONE: t/ t ZIP ? f �." BUILDING USE (office, warehouse, etc.) nn NA 'U - E OF : USINESS: 1", 'W(# b ie r ‘11 1 ; WILL THERE BE A CHANGE IN USE? '� No 1 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: ergo°` Area of Construction: WILL THERE BE STORAGE OR USE OF FLAM(�ABLE, COWSUSTIBLE O RAZAIR OUS AT RIALS IN THE BUILDING?il 0 No ,Yes IF YES, EXPLAIN: f 3 .L�Z/`t" (1L"L '!k(' (.LfJ FIRE PROTECTION FEATURES: ►'4 S•rinklers ►: Automatic Fire Alarm S stem PROPERTY OWNER , . +y I V ` ..min` PHONES 7 S- aS�v O ADDRESS ZIP ? f �." CONTRACTOR ."- � � s - , � S .. ecc L� sw )0 Li Q - c(gI -3�"I' / PHONE _ 6S-, ADDRESS ‘10'3 fir(' u ZIP 5e{' WA. ST. CONTRACTOR'S LICENSE# —� EXP. DATE ARCHITECT PHONE ADDRESS -) ZIP HEREBY<CERTIFY THAT I, ETRUE AND' :CORRECT, A BUILDING OWNER OR AUTHORIZED AGENT SIGNATUR I Li�J►i �� ,h!° J!4W PRINT NAME ADDRESS ' 0 ,3��0T =' D EXAMINED THIS APPLICATION AND KN RIZED TO:;APPLY FOR THIS:PERMIT CONTACT PERSON ‘--N- � rA)r t �w Q PHONE ci-6 CITY2IPS Qc, PHONE ��� 0Scr� 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 -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. 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 �� -a -c DATE APPLICATION EXPIRES o COMMERCIAL NEW COMMERCIAL BUILDINGS/ADDITIONS : SUBMITTAL CHECKUST Completed building permit application (one for each etructUre) • • : Assessor Account Number::: • Tswpoesceifticsa(tions Structural calculations stamped by a Washington State licensed . . . : :Soils report stamped by eWashingtoniState.licensed.engineer,„ , „..:„..,:.; : • :::... . • rilToPogrephical survey Energy calculations stamped by a Washington State licensed engineer or architect • , . • .„ . , .• •• Legal description • : • Working drawings ; stamped by a Washington State licensed • • : ' architect, which include:, •-• • " • :: : • Structural drawings:". • :• '••• :.", . . •:Mechanical drawings • : • • Civil drawings • Landscape Completed utility perMitripplicetion:(one for . Six (6) sets of civil drawings NOTE ..see utility permit application and checklist 16r. specific utility :submittal requirements: :::::"" Completed .:.••• building Perm AssesporAccount. Number . . •• Two (2) sets of plans which include • . . : • •::: : Building flOor.plerr showing; .. Entire spaCe,where.leacks will be located : • . ..•:: •••• Exit doors . • . • • • • Dimensions of all aisles I I , • . Tenant space floor plan showing rack storage layout aisles and NOTE: Include dimensions of racks (height width and length), aisles and exit ways on plan. ' .• • •• • : •••• • Structural calculations stamped by a Washington State licensed engineer (rack storage 8' and over), .• • RESIDENTIAL .......... ...... .......... ......... . ........... COMMERCIAL ithANT:IMO4civEMENts::::: . . • • Completed b0110Ing permit appiicatio n'(Onii. eEt4i- Assessor Account Number . .„ .... „.„...„.............. , ..... ....:Two.(2) ....Seta. Of .construction plans, which include ■■•••■•■• Existing and proposed parking a^(1!!!pp!19:: Overall building plan •.!,.USO Of adjacent (common •well): tenant '.• Overall dimensions of building or square footage :Floor:plan:of proposed tenant space • " " space Pla0:ivith 01..6E10: Exit doors egress:patterns: .. New walls, existing wall, and walls to be demolished •.. • • . . • ..... . Cross . . . . for:floor:and. „, ••:StrUCturalCalCulations"stamped:by.:eiWeehingtorStateliceneed::::::::::::::::".":.1 ...:.-engineer:may:be,recluirectif structural work is to be done (2 sets) . . NOTE If any utility ..... :...• utility permit application and plans . • . . . . . . • •••• • ••••••••' ": • . Narrative desonbing existing •,. ...1 roof matenal -being installed :.:::off of theperinit....:::::::::::::::::::;.:::::::::::::::::':':,.:..":":',::::...:::::"....":...:i . '::::::: . :::::::•::::::.:.::::::::::':":,:::',......:",..."....:...;"11:::::r.":".;::::•:::::::::•:":":":"'"::::•:;:":::;',.::'::::::::::::".:'.0::::::: :."":„..."•..,..,.•:::::::::::::.::: ::::,...:::::::::.:..:•:" . i":"."'"*"' . ' . ' . . .. . . '''. - • . . . . . ..... .....„:„ :.,:„......,,:::,,,:::..... . : . „,.:.:::::,:..,..,::::::::„.........:4';::.......:::...".""'"N".:::::::".,!:".;;i1:::::::::::.!!.:.":::::::..1".. :".::: :::„.... . ...... . ...... . ,........,... . :::•::::".";":2::::::...',",":"..g":"::::::::::::".i:::::::::::::::;": ............................................ . . :..'ANTENNAISATELI4TE DISHES:: ,... • .' -....... • •-•• • • ' . :"; .: .•• •;.".•••••'''..-;"•',:•'• . '.::::".••::•'•:::': ' ':•••''' '. -.' % . • • ....'..: • .: ''*.i.•::.'.... :,."..........''.' '.....• ::::-....::::::: . .:::.::....-.::.:"...::, ".i..''..:•.' • ..l::..:' '.• ..'.. . .:: . .:::::-......:.::-..•••'...•':.:.:::-.......,..., '....:: ...Completed building :perMit:e::;plicetiOn.':::::::.::.::::::ii;:::::::i..:::.1ii.:::::::::..ii:.•...:R.: Assessor Account Number. Two (2) sets of plans, which include Site Plan (showing building and location of antenna/satellite dish) " • : NEW SINGLE-FAMILY DWELLINGS/ADDITIONS Completed building permit application (one.farench structure). ,.:..,. -• : Legal description •: . „. . . Assessor Account Number ::: • :: ". "" : •••• ' Two sets:(2) of working drawings which include I I I I • • : • Site plan Plan.showClosest hydrant location. • Foundation plan include access to building show Floor plan WI diii and length of access) Roof plan Building elevation Building cross section Structural .framing Washington State Energy Code data ...• ::•••••• Completed utility permit application Six (6) sets of site plans showing utilities • NOTE:: Building site plan and utility site.plari may be cOMbined:.:See utility permit application and checklist for specific submittal requirements Additional topographical and soils information may be required if unique. 4101111■■•• .401■1•01 . ::: . : , . ::: ......„ ::: ::: .... .. .L•. .: ......:::: ..., ....,:::::,,,, ::::::: :. :.:: ,.. ...... :• , . ••,•:,:,....::::::::".:„::::.:::::".....:"::::::::::: .:,::.i.;1.;;.::::::...;;:.;0 , .. ... .... ,..: RESIDENTIALREMOD8LS,:1::::........:::y.:.:1„:.;:::::::;.: .. .!....,... ....J.,.....::.:,:::::.,,.., ... :. Completed building perrnit'epplicetion:(OneforeachfstrUctitre) Assessor Account 1■turnber :....::: • • :•:•••....: .... ..... •:Tv.ip:(2).•••ie. .......................................................................................................................................................................................................................... . : Foundation plan • Floor plan Roof -• • plan Building elevations (all vjew Building cross section and plans ................. 'tie,•00.40.:Pi.a.10i.:10;.:Pg.ii 0.10! be soport • *** k******************************** ***•**ft* ***k** *k* **** * *k•r* **A CITY OF • TUKWI:LA, WA TRANSMIT **k•**•*** * Jk****•*********• k•*•*** **•rJJ*J•h*•*•** ** **J*•JJJ *A•JJ Jr*r•r**•*•k TRANSMIT Number: 94000559 Amount: • 28.30 05/17/94 09:09v* Permit No: B94-0168. Type: B-RACK RACK STQRACE PERMIT Parcel No: 352304 -.909 05/17/94 Site Address: •1207 ANDOVER PI( W Payment Method: CHECK Notaition: DONALD ROBINSON • Irmit: SLB •k*:k* k* * . ********** **** * ******** ******* **** *•k***** A ****** * *** *** ** Account Code •Description. • Paid 000/322.100 BUILDING - NONRES 23.80 000/386.904 STATE BUILDING SURCHARGE 4.50 Total (This Payment): .6 28.30 k Total Fees: Total All Payments: Balance: 28.30 28.30 .00 GENERA GENERA TOTAL CHECK CHANGE 2008A000 23.80 4.50 28p.30 28.30 0.00 09:11. CITY OF TUKWILA Address: 1207 ANDOVER PK W Suite: Tenant: PACIFIC FABRICS AND CRAFTS Type: B-RACK Parcel #: 352304-9092 *k***********************************k********* Permit No: B94-0168 Status: ISSUED Applied: 04/28/1994 Issued: 05/17/1994 Permit Conditions: 1. No changes will be mact-■64tioi'13,14,1A-%60ess,approved by the Architect and the Tukiitligf'Bicifaing D'i"V-tilOnI 2. All permits, inff49pb6 records, and approvedns shall be maintained av40#,Iife 611elflpii,) site the start of any construcXfon% ,Th:es0i*umentS,aAitolkiplainea*#d available until f1.na144pi0e1ctionp,provalMs4,Ara,qtedx 3. All constion, tbb.e done'016"confO'rbance With4ppuvt*!,.\ plans ar)greciOr'etwItsof-the-Or)Vorm Building Lode (1991 EditiorOs itiellad by the.44i4ihTr46),, State Code. 4. Validtty/of Permit„'' Thekits'u'ance of a permit or approval '1?,.Fi-, plans4'2,040.1.ficatibns and computations shall not'',be c6,1 strutcotle,,a permit for, or.i)an_._dpproval of, any'lvidlatfon':." of kriylop the provisioni of ylii-code, or of any other ord4f,c3nce., of the Juriidi*ctiol,:i No permit presuming,to give 'M , .0 autiiptitot4 vjolatecii-'cancel\thelirolp9s of this code i;-, sha f 1: va I id.• {,:- , ', 1 -F ;1 i - 'j \ • / ' 1 5, ‘; , .5! ' \ \.,„ • Ifrc \ • • 44 t ( INSPECTION RECORD C Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. 6) 431-3670 Project: c _ i t r z . , 4 — , , , _ , iLt a Type of Inspection: C F 7 NA L J Address: / 267 A , Date Called: Special Instructions: Date Wanted: / i /)4/ V Requester: 017 iLli j Phone No.: [....Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: : , El $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. receipt No.: Date: VA • SPEZTVON RECORD_ etain a copy with permit f,. 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981880 (L r /5( ln PERMIT NO. (206) 431 -3670 ro ect: �, p� V� �% it t c j o ns :�.• C.,- - r 41,62,4_,..a . Address: X201 . I�r�.o��v N Date Called: Special Instructions: Date Wanted: /b ,. .,s6 .. G l p.m. Requester. '„n 1 A /(U In Phone No.: 5 S, s 1 O cp &Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: C.,- - r 41,62,4_,..a . p 0 .t.Arv._4) rN Inspector: Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ecopt i1MUbaailk _... 064.01.1.Cei il'�[art:T e4:i .ar Lr.nrL. r,: INSPECTION RECORD C.) Retain a copy with perm t .; ;1, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 r)1(og PER/MT NO. (206) 431-3670 IP ,. r S ypeo s.:• C) k_ .-I-- IA N-0 ii-01 C. k-E 15,-)c C 10.7- Fri A—. ".1.7.:--7 (4. T-F.4 fie- t 1 1 MI : . .1 -q Y1 Special instructions: Date Waned: / — q 4 cam p.m. Requester. Phone No . Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: C) k_ .-I-- IA N-0 ii-01 C. k-E 15,-)c C 10.7- Fri A—. 3 SEZ--71-b t...Y.S / 0 TS CZ i\) . kA) . ) CA ft-tti'aV-- • . I - Prc.,tc,- AI— r • (Lk ) A +-.1C. ‘4,6 n— a.,6A-1-S. . PL nspector (VP' '6 -1-1 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0 • "^".7"7",". • 7 .6 I, • .41,4 "4, 1,0 " +6.4t.> y 1 City of Tukwila Fire Department Project Name John W. Rants, Mayor Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. 6 9i-/— 0/40 C Address Jo) Pic tAi Retain current inspection schedule Needs shift inspection Y Approved without correction notice Approved with correction notice issued Suite # Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: /Gte Authorized Signature FINALAPP.FRM PO At- ,r1 Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East Tukwila, Washington 98188 4. • Phone: (206) 5754404 • Fax (206) 5754439 CITY OF TUKWILA RACK STORAGE DIMENSIONS LINEAR FEET X HEIGHT -- TOTAL 0/1.;) X )6,/ .1-7 X Jai X X X X GRAND TOTAL RECEIVED CITY OF TUKWILA APR 2 8 19911 PERMIT CENTER divider racks elevations pacific fabrics and crafts engineered storage products rack storage divider racks overhead freight door assumed slab data anchoring see seismic cert section 1-2 . f,w, _,____ __ �( (.�. _==_ = CODISPOTI COMPANY =- = CONSULTING STRUCTURAL CALCULATIONS for PACIFIC FABRICS AND CRAFTS Tukwila, Washington Storage Rack Anchorage (for Seismic overturning only) . Prepared for Engineered Storage Products INDEX DESCRIPTION Design Criteria 1 Rack Geometry and Loading 2 Rack Overturning Calculations 3 8 Anchor Bolt Design Selection Tables 9 - 10 Base Plate Review 11 These calculations have been prepared to conform with the design requirements of the 1991 Uniform Building Code Standards (Soo 27 -11 - Steel Storage Racks) for structure overturning stability. No other aspect of this design has been reviewed by this office and no opinion is Implied or expressed regarding the fitness of the rack �Za� design beyond the scope of the calculations herein. , • • COQ r0 \%%1) 1 RECEIVED EXPIRES 8-23- 4 5 CITY OF TUKWILA APR 2 8 1994 PERMIT CENTER P.O. BOX 2455 • KIRKLAND, WASHINGTON 9808 •255 • Phone: (206) 488 -6006 • FAX (206) 827 -0428 CODISPOTI - oMPANY CONSULTING Post Office Box 2455 Kirkland, INA 018085 -2455 Phone: (206) 488 -6006 mt4614474 M/%/ll %g41,C P, e r JOB NO. f¢'- 0 l / SHEET NO. OF // BY DATE i-�- GHEGKED DATE RACK SHELF ANCHORAGE SCOPE: Select seismic overturning (uplift) and shear anchorage requirements for three pallet rack load and shelf height configurations for the governing design loads. Size required base plates. Refer to the following sheets for the rack dimensional and loading geometry. CODES: 1991 Uniform Building Code Standards, Section 27 -11 "Steel Storage Racks" 1991 Uniform Building Code LOADS: Vertical Loading: Max shelf loads per sketch on following sheets and per Engineered Storage Products. Maximum load to be posted per UBC Std 27.1101(e).' DESIGN Assume a rack self weight of twenty five pounds (25#) at each shelf level. Jlorizontal Loading: Seismic loading: Zone 3; I =1.0; C =2.75; Rw =6; V = (ZIC /Rw) W = [(0.30)(1.0)(2.75) /6] W = (0.138) W where W is the gross dead plus shelf load PROCEDURE AND ASSUMPTIONS: Transverse direction governs, by inspection Redistribute seismic load vertically per 27.1107(e)2. Design for a (1.5) factor of safety for overturning Resisting moment = (1.5) O.T.M. Total weights in determining overturning moments act at (1.15) times the shelf C.G. height Loading Cases: Check overturning for condition with all shelves fully loaded. Incrementally remove live load at lowest loaded shelf to determine maximum design uplift and shear forces rack geometries codispoti company consulting CODISPOTI ( IMPANY CONSULTING . Post Office Box 2455 Kirkland, WA 90083 -2455 ' Phone: (206) 485 -6006 jc ( "/% i1Tile/04*o 19G s JOB NO SHEET NO of BY ITF,( DATE GHEUGED DATE RACK OVERTURNING CALCULATIONS LOAD CASE #3 (MAC &uhr a,+5) Total Base Shear 100 i Base Dimeneion (ft) - 2.6 LEVEL LEVEL LOAD (Wx - •#) LEVEL HEIGHT (11x-F0 Wx Hx (Ft4) Fx ( #) O.T.M. (Ft-#) 5 225.0 8.7 1,950 42.6 424 4 225.0 6.7 1,500 32.7 251 3 225.0 4.7 1,050 22.9 123 2 25.0 2.7 67 1.5 4 1 25.0 0.7 17 0.4 0 4,583 100.1 803 Required resisting moment a 1205 Ft -8 Actual resisting moment • 936 Ft -8 Resisting moment required from anchorage u 268 Ft-8 Uplift force, each leg = 51.9 # Shear force, each leg = 25.0 # Asommosisior CODISPOTI C. JMPANY CONSULTING Past Office Sox 2455 Kirkland, Wa G0083 -2455 Phone: (206) 488 -6006 Joe - JOB NO SHEET NO BY CHECKED rI "r GC 4- of 11 DATE DATE /4q, / `/ (cwr'o,) LOAD CASE 01 Total !lass Shear • 155 I Sass Dimension (it) - 2.6 VimaillimMmalm LEVEL LEVEL LOAD (Wx . 0) LEVEL HEIGHT (Hx • Ft) Wit Hx (Ft-0) Fx (0) O.T.M. (Ft-0) s 225.0 1.7 1,150 57.7 578 4 225.0 6.7 1,500 44.4 340 3 225.0 4.7 1,050 31.1 167 2 225.0 2.7 600 17.7 54 1 225.0 0.7 150 4.4 3 5,250 155.3 1,131 S.gnir.d resisting moment • 1709 1t -1 Actual resisting moment .• 1453 ft-1 Assisting moment required from anchorage • 256 Vt -4 Uplift tome, each leg - 40.5 Sher force, each ay - 38,8 LOAD CASE 02 Total rues Shear - 121 6 Ha.. Dismission (it) - 2.6 LEVEL LEVEL LOAD (Wx • a) LEVEL HEIGHT . (14x-F0 Wx Hx (Ft'T) Fx (1) O.T.M. (F14) s 225.0 5.7 1,150 41.4 415 4 225.0 6.7 1,600 37.4 207 3 225.0 4.7 1,050 26.2 141 2 225.0 2.7 600 15.0 46 1 25.0 0.7 17 0.4 0 5,117 127.7 150 Required resisting moment • 1410 Pt-1 Actual resisting moment • 1115 t't -1 aa.i.tiaq moment required frost aaohoraq. - 243 ft -11 Uplift Soros, tech leg . 47.0 0 Bruer Soros, *ids leg • 51.0 0 OAD CASE 04 Total far. Shear - 72 1 aa.. Dimension (it) • 2.6 LEVEL LEVEL LOAD (Wx. 0) LEVEL HEIGHT (Hx • Ft) Wx Hx (Ft-0) Fx (0) - O.T.M. (F14) S 225.0 1.7 1,150 30.7 ' 366 4 225.0 4.7 1,500 29.1 221 3 25.0 4.7 117 2.3 12 2 25.0 2.7 67 1.3 4 1 25.0 0.7 17 6.3 1 { 3,650 72.5 631 luquired resisting moment • 846 1't -1 Actual resisting moment - 676 rt -1 assisting moment required from anchorage • 260 1t-1 (pIn( torn., tech leg • 51.0 Shear force, each leg • 10.1 LOAD CASE 05 • Total ruse /hear • 45 1 Ma.. Dimension (it) • 2.6 LEVEL LEVEL LOAD (Wx - 0) LEVEL HEIGHT (14x-F0 000 112 (F44) Fx (0) O.T.M. (F1-4) •i s 225.0 1.7 1, 050 27.1 376 4 25.0 6.7 167 3.2 25 3 25.0 4.7 117 2.3 12 2 25.0 2.7 67 1.3 4 1 25.0 0.7 17 0.1 0 2,117 44.1 417 aequir.d moieties moment • 626 rt-I Actual resisting moment • 420 et -1 Assisting moment r.quir.d from wastage • 204 /t -I Upint tome, math leg • !0 0 • Mawr tome, each leg . 11.2 0 CODISPOTI )MPANY CONSULTING Post Office Box 2455 Kirkland, WA 98085 -2455 Phone= (2O6) 488 -6006 BY 5 of " DATE f /i/ /1f- ifC CHECKED DATE RACK OVERTURNING CALCULATIONS LOAD CASE #4 (MA-)c we-1p,- 644s,-) Total Sase Shear ■ 128 0 Base Dimension (ft) - 3.8 LEVEL .• LEVEL LOAD (Wx - #) LEVEL HEIGHT (1.1x-F0 Wx Hx (Ft -#E) Fx (#E) O.T.M. (Ft -#t) 5 IMF 325.0 10.5. .�. 3,413 53.0 640 4 525.0 8.5 4,463 69.4 678 3 25.0 6.5 163 2.5 19 2 25.0 4.5 113 1.7 9 1 25.0 2.5 63 1.0 3 8,213 127.7 1,349 Required resisting moment - 2024 Ft -i Actual resisting moment . 1734 Ft-0 Resisting moment required from anchorage o 289 Ft-0 Uplift force, each leg = 38.6 # Shear force, each leg = 31.9 # CODISPOTI .. )MPANY CONSULTING Post Office Box 2455 Kirkland, WA 980&3 -2455 Phone: (206) 488 -6006 JOB Mei ftG F RG fGg '- 9¢- 0/5 4. or .ROB No SHEET No BY DATE /1 1-/N/ f4 CHECKED DATE ASK '0' (.oNr rD ) LOAD CASE 01 Total Sass Shear • 514 4 lase Dimension (tt) - 3.1 LEVEL LEVEL LOAD (Mt . 0) LEVEL HEIGHT (Hit . Fl) WA HA (Ft4) Fx (1) O.T.M. • (F14) 5 325.0 10.5 3,413 14.3 1,011 4 525.0 • 1.5 • 4,463 210.2 1,077 3 1025.0 6.5 6,663 144.6 .1,230 2 125.0 4.5 3,713 91.7 475 1 1025.0 2.5 2,563 63.3 112 20,113' 514.1 3,062 Required resisting moment - 5973 ft -0 Aataal satiating moment - 6114 Yt -I Resisting moment required iron anchorage - -1012 ft-I Uplift force, each leg - .134.91 Shear force, each leg - 128.6 1 LOAD CASE 12 Total Sass Shear - 376 1 Mese Dimension (tt) - 3.1 LEVEL LEVEL LOAD ( . t) LEVEL HEIGHT (Hit. Fl) WAHx (FOP) Fx (1) O.T.M. (F14) 5 325.0 10.5 3,413 70.1 146 4 525.0 0.5 4,463 11.6 $16 3 1025.0 6.5 6,463 136.1 1,023 2 125.0 4.5 3,713 76,2 315 1 25.0 2.5 43 1.3 4 11,313 376.1 i 3,163 Segni:4d resisting moment - 4744 Pt-1 Actual resisting moment • 1101 ft -1 Realatiaq resent required treat asobosags • -345 ft-I BONS brak each leg • •48.71 Swan &roe, sad l p • 04.01 LOAD CASE 03 total lase Shear - 266 1 i Sue Dimension (tt) • 3.S • LEVEL I LEVEL LOAD Mx - 0) LEVEL HEIGHT (HA • Fl) Wx HA (Ft4) Fx (1) O.T.M. (F14) 1 325.0 10.5 3,413 61.6 744 4 525.0 1.5 4,463 110.6 745 3 1025.0 6.5 6,663 120.3 • 019 2 25.0 4.5 113 2.0 11 1 25.0 2.5 63 1.1 3 14,713 265.7 .2,445 Segcird resisting moment • 3667 It -4 Actual resisting moment - 3601 it-I Meaistiag amour required from anchorage - 51 ft -I Uplift tore, each lag • 7.71 Shur force, each leg as 86.41 LOAD CASE 05 Total Sass Shear • S1 1 Sass Dimension (tt) - 3.1 LEVEL LEVEL LOAD ( • 0) LEVEL HEIGHT (HA-F0 MN/ (Ft4) Fx (0) O.T.M. (F14) 5 325.0 10.5 3,413 30.3 610 4 25.0 1.5 213 3.1 31 3 25.0 6.5 163 2.4 11 2 25.0 4.1 113 1.7 0 1 25.0 2.5 63 0.1 3 3,163 AMP 11.7 670 Segoired resisting moment - 1005 ft-1 Actual resisting moment • 717 ft-I leel.stiaq aomeat required tram aaol.orale - 301 ft-0 Upif brae, each lag • 27.71 Shear loroe. each leg • 14.71 CODISPOTI C )MPANY CONSULTING . Post OFflc.e Box 2455 Kirkland, WA 88083 -2455 Phone: (206) 488 -6006 1013 Mgr"' ftffiele46 41crs ,f ritr .aoe NO SHEET Ho. 7 e �// BY /�� PATEY' L' ... •GHEGKED PATE /844-0` (e; RACK OVERTURNING CALCULATIONS 64'1 -' tpI.ipr esa 5A-) LOAD CASE #1 Total Base Shear ■ 72 i Base Dimension (ft) ■ 2.4 d LEVEL LEVEL LOAD (Wx - #) LEVEL HEIGHT (Hx - Ft) Wx Hx (Ft - #) Fx ( #) O.T.M. (Ft-4) 3 175.0 15.75 2,756 34.1 617 2 175.0 12.00 2,100 26.0 358 1 175.0• 5.75 1,006 12.4 82 5,863 72.5 1,057 Required resisting moment ■ 1586 Ft -9 Actual resisting moment ■ 634 Ft -4 Resisting moment required from anchorage ■ 952 Ft -S Uplift force, each leg = 196.9 # Shear force, each leg = 18.1 # • CODISPOTI (...)MPANY CONSULTING Post Office Box 2455 Kirkland, WA 98083 -2455 Phone: (206) 488 -6006 /Ace He- %POlc chaffy 8� -0�9 BY C DATE 41r/24 /1- JOB NO. SHEET NO. CHECKED PATE Cc°Nr "A) LOAD CASE #2 Total Bale Shear ■ 52 I Base Dimension (it) ■ 2.4 • LEVEL LEVEL LOAD (Wx - 0) LEVEL HEIGHT (Hx - Ft) Wx Hx (Ft-#) Fx (0) O.T.M. (Ft -#f) 3 175.0 15.75 2,756 28.5 517 2 175.0 12.00 2,100 21.7 300 1 25.0 5.75 144 1.5 10 5,000 51.8 826 Required resisting moment Actual resisting moment ,Resisting moment required Uplift foroe, each leg =162.7 4t Shear force, each leg = 12.9* LOAD CASE *3 Total Base Shear ■ 31 / Base Dimension (ft) ■ 2.4 IN 1240 Ft -1 - 453 Ft -1 from anchorage - 787 Ft -/ LEVEL LEVEL LOAD (Wx - 0) LEVEL HEIGHT (Hx • Ft) Wx Hx (Ft-#) Fx (+1) A.T.M. (Ft-4) 3 175.0 15.75 2,756 26.7 484 2 25.0 12.00 300 2.9 40 1 25.0 5.75 144 1.4 9 3,200 31.1 , 534 Required resisting moment - $01 Ft -1 Actual resisting moment - 272 Ft -1 Resisting moment required from anchorage - 529 Ft -1 Uplift force, each leg - 109.4 Shear foros, each leg • 7.8* anchor requirements for rack a for rack b CODISPOTI CCPANY CONSULTING Post Office Box 2455 Kirkland, WA 98083 -2455 Phone, (206) 488 -6006 PM &(-• AO& /0/44h0 & r 91-0/9 NO. SHEET ND ar to or N7, DATE 4 f�.... G EGKED DATE lz- eQv //LEh►.e''T5 (eivr'T) Aifr)( Orz-f Fr a 117 A� AA-X • '/1eA7- = /d RACK EXPANSION ANCHOR SELECTION TABLE SPECIAL INSPECTION NOT REQUIRED f'c = 3000 psi. Table values for f'c = 2000 or 2500 psi when 3000 not listed Use one (1) anchor bolt at each base plate. MAXIMUM UPLIFT & SHEAR: Load Case #1 Uplift Each Leg = 197# Shear Each Leg = 18# Manufacturer and Model ICBO Rpt I Anchor Cap (lbs) Stress Ratio Size (Dia) X Embedment Tension SI Shear Hilti Kwik Bolt 2156 215 N 380 0.96 1/4" x 1 -1/8" Star Steel Anchor 2239 235 N 490 0.88 1/4" x 1 -1/2" Parabolt 2350 280 N 845 0.72 3/8" x 1 -3/4" Thunderbolt 2713 210 N 680 0.96 5/16" x 1 -1/4" USE Diamond Sup -R -Stud (1) 3219 220 N 375 0.94 1/4" x 1 -1/2 "' Rawlplug Rawl -Stud 4514 265 N 415 0.79 1/4" x 1 -1/2" • base plates racks a and b rack c Oct 03, 1994 City of Tukwila irtmy 5t 7.ro;2t. IXt4i7 „Y`Jk '?` ' John W. Rants, Mayor Department of Community Development Rick Beeler, Director DON ROBINSON 1033 SIXTH AVENUE SOUTH SEATTLE, WA 98134 RE: PACIFIC FABRICS AND CRAFTS Dear Permit Holder: Our records indicate that on Nov 28, 1994, one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit Number B94 -0168. Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on Nov 28, 1994. If your project has been completed please call for final. If you are actively working on it please notify our office. If you have any questions or need further information to obtain an extension on your permit, please call the Tukwila Building Divison at 431 -3670. Sincerely, f. Sheilie Bates /Sylv(La Osby Permit Technicians Department of Community Development 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 CITY OF TUKWILA Id: ACTP125 Activity Table Processing Permit No: B94 -0168 Status: PENDING Keyword: UACT User: 1677 05/02/94 RACK STORAGE PERMIT Tenant : .PPACIFIC ;FABRICS'AND ,CRAF;:TS Address 120.7 ANDOVER: -:PK `:W Type: B -RACK Vers: 9101 Screen: 01 Base Information Parcel No: 352304 -9092 Owner: WACO ENTERPRISE Validated By: SLB Plan Ck Approved: / / Applied: 4/28/1994 Status: PENDING Issued: / / Completed: / / Act /Inactive: A Final Notice: / / To Expire: / / Nature of Wk: INSTALL STORAGE RACKS. Location: Zoning: Valuation: 1,500.00 UBC Edition: 1991 Rack Storage Dimensions - Linear Feet x Height = Totals 142 16.0 2,272 9 12.0 108 . 0 . 0 .0 . 0 F7= Update, F2= Previous Line, F1= Screen Index, ESC = Cancel Update CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 05/02/94 Activity document routing maintenance. RACK STORAGE PERMIT Permit No: B94 -0168 Tenant: PACIFIC FABRICS AND CRAFTS Status: PENDING Address: 1207 ANDOVER PK W Route: 1 Current Route Line: 3 of 6 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed RACK 01 01 C BLDG KEN Approved 04/28/94 05/02/94 05/02/94 Priority (0 /low..9 /high): 0 Regular hours HH.MM): .00 Overtime Hours(HH.MM): Comments ,hours ;2XITS fO. K.,.. 2[ 43.(FjRE PLEASE 4REVIEW`�:rANDr''`COMMENT,� 4[ 5 [ { r :BY. €.; ON. 6[ 7[ 8[ 9[ 10[ aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. labor and industries enginsp142