Loading...
HomeMy WebLinkAboutPermit B95-0071 - UNITED FURNITURE WAREHOUSE - STORAGE RACKS lJ Ne1414.4 � 4 i4 y CITY OF TUKWILA - ��'� Depaa, unity Development — Permit Cent �'� 6300 South center of Cor Boulevard - #100 Tukwila W A 98188 . 90 '� (206) 431 -3670 Building Permit Application Tracking • PLAN CHECK PROJECT NAME `� • NUMBER �h(l � Fill Jr-keE, t,O hDUSE., SITE ADDRESS SUITE NO. 695-00'7 ► law w A 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. DATE: DEPARTMENT DATE IN REQUIREMENTS ./ ;COMMENTS APPROVED:.. < . BUILDING - (5 CONSULTANT: Date Sent - Date Approved - kS i b initial review 3~ I ' OU 'ED FIRE r FIRE PROTECTION: Q •' - • Detectors A N/A �� FIRE DEPT. LETTER DATED: / . INSPECTOR: S'!/ INIT: /4/1 0 PLANNING ZONING: BAR/LAND USE CONDITIONS? •Yes No REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- E- W- OPUBLIC — UTILITY PERMITS REQUIRED? ( ) Yes (J No PUBLIC WORKS LETTER DATED: WORKS INIT: • O OTHER 111='. BUILDING - �miT 'PE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): final review I ,� A j OYes g No Ft e l BUILDING S I ch OFFICIAL 2 t fS INIT: r4. REVIEW COMPLETED AMOUNT CONTACTED � (�, � IE� OWING: A .4 4 , a. '. DATE NOTIFIED / BY: $..--�qc a 1 6/ 6 (init.) �LJ 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) 01100/99 • BUILDINJ PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 DESCRIPTION AMOUNT RCPT DATE � _ 0 BUILDING PERMIT FEE PLAN NUMBER CHECK C O f BUILDING S RCHARGE APPLICATION. MUST BE OTHER FILL ED: ' QT. , COMPLETELY TOTAL "rfZ 3 '1 SITE ADDRESS !� SUITE # \VALUE OF CONSTRUCTION - $ 12>�` ,�, t-C2 rte,` - . CD PROJECT NAME/TENANT ASSESSOR ACCOUNT# Fsr rue, . �1 N�v�� 35 Z,3 523'i - � o °t TYPE OF New Building Li Addition Li Tenant Improvement (commercial) Li Demolition (building) WORK: IX Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: _ DESCRIBE WORK TO BE DONE: ( lam 5774A— NIP C c�S �ttv �, i CJ cL i- -- RZ Our\ S BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? ®,No ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: Area of Construction: Ig L2 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUIL6ING? ❑ No ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: ❑ Sprinklers ❑ Automatic Fire Alarm System PROPERTY OWNER I _ PHONE (�l tr(-t�r� ADDRESS C o 7cD gt ( � L c rgo4-( ZIP e - CONTRACTOR i _� - 1 PHONE ea ADDRESS ea-?>a � ` sc.6 ( /ksW ZIP 9' ma c s WA. ST. CONTRACTOR'S LICENSE # N - , w 2:7S EXP. DATE t �(% I Rs ARCHITECT PHONE ADDRESS ZIP I; HEREBY; CERTIFY THAT READ;; AND; EXAMINED THIS APPLICATION AND KNOWTHE SAME TO ::: BE TRUE' AND;:CORREC1 AND> AM AUTHORIZ D. TO APPLY'FOR :THIS ; P : ERMIT. BUILDING OWNER SIGNATUR Q DATE 3 / OR PRINT NAME l• � PHONE AUTHORIZED /vl A ,pd,„ z Ss • 0 Sz-25,0 AGENT ADDRESS . E , Gs,, CONTACT PERSON,-- P sc 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 ochedules. 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 Departmwg Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED aIT'r or Tur<WIIA DATE APPLICATION EXPIRES _ )3-61S .� 64 BAR 1 3 1995 � -- -1 10!22/93 PERMIT CENTER S1,�1�i1111�T'14�. DITIONS CHECKLIST S C OMM E RCIAL . • NEW COMM ERCIAL: BUILDIN /AD .. COMMERCIA TENANT IMP ROVEMENTS n Completed build •permit application (one for each structure) te Completed building permit application ( for each structure or nant) t — � •Asses Account Num • 1..._J <:.: cun Numbe C Assessor Act Two set (2 of th© following: ..<Two ( 2 sots of.c' truc'o tan 'whichIncludei. . • • Specifications • I � S it plan e • Location of tenant space Ti Svuctural calculations stamped by a Washington State •licensed l I • •Existing and •proposed p�flting engineer • Landscape plan (if applicable, i e„ chango of use). ri Soils report stamped by a Washington • State. licensed engineer I I n Overall'building plan Topographical survey • 'Ten se ant location U of adjacent common wall tenant Energy:calculations stamp by a Washington S l : Overall dimensions of building or square foot�ege . engineer or architect Floo p of propo space Legal descnption 4 Tenant sp p la n with . u s e of each room la belled Working drawings; stamped by •a Washington S licensod Exif doors e gress pa architect, which, include E C ^New wails, exis wall, and Wail to b e dem olished • • Site pl onst ruc ti on deta • Architectur drawings • se c s ho wi n a Watl i cons t iuc tlo n en-.method 9.: f Structurai :: Mechani dr attach fot floo an . ng • Elevatio ` ; p Structur calculatio sta b a Wa Sta te Jlc • Civil drawing . :. • engin ma be req if s truct y u ra l wo is to: be d (2 sets) • Landscape p lan NO f any ty wo done, su bmi t separate utility permit TE f uGlr rk I s t o be n Co mpl e ted uh4ty permit a pplicat o r (o for, en proje application and plans n S ix (6) sets of civil dra NO Se e utility permit app Ii c a 6on a nd checkl f or sp util it y REROOF sub mi t tal requiremen n Compl b p e r mit applica (one for o at h s tructure) • :. As s e ssor Account N RAC STO r" I Na ative d e sc ribi n g existing roof, material being remove and material being insta ompleted buildmg permit application L Assessor Account. Number: off o the p ermit� tr •••• •• on l , is r e q u ired prio to final lnspe and s ign Tw (2) s ets of plan, which.inclu Building floor plan showing AN DISHES :: : 1 1 Com building permit app lication • Entire space where.racks will bo located Exit 'doors. of all aisles H. n A sse Account Numb m art spa ce f pla showing rack storage layout, aisles and Two (2 ) : of p l a ns , which include exits Site Pian ( buildmg and Ioca o f antenna/sateilite dish): ? `; N Include dimensions of racks (height, wi ana length) aisles an TiAL REMODE S xrt ways on plan..: Details antenna/sate d and met of att achme n t Structural calculations stamp by,a Washi State licensed n S truc t ural c stamped by a Washington State lice engineer (rack storage 8' and over):. en m be req RESIDENTIAL . N SING DWELL /A RESiDENL Oomplete build permit application (o for each.;structure) C omp leted building permit application (one fo r each structure ) Le gal desorption n n Assessor Account Nu r A A Number ngs, which include. T (2) se of wor drawn Site. pl �.Tw sets (2) of w or kn g drawings w hich i � ,- oundat plan • Fl Site pl an -_r. (On p l a n s how ctosesthydrant location oo l • • Roof pa Fou nd ati o n pl Include acce ro b uilding, showing Bud e l ev ations all vi ews s : Floor plan width an rength of acce . B. 9 il ding c secf,on : Roof plan l Structu framing plans •. Building ele ;(all vie Building cross section NOTE If a n y utility w ork Is t o be d one provide ut permit app St framing p lan s a nd plans'must ba, submitted .. Washin t on S Ener od6':: de',data : ...:... >..... : >:;•<::•::;:::.•;> :::;. <: ;•::::....,.: . ..:::...:......:.::..:...::. :.: :.. :...:.,.:.:. : ::: ::•: g 9Y • C omp l eted u ti l ity permit application ( '`'� ;R I � : Com building p ap pli c ation (one far e s truct ur e) Six (6) s ets of site pl s howin g uUUbes ' C A A cc ount Number • � N OTE Building site plan and utility s i t e plan ma be, co mbined .' See : Nar de e xistin g ro of, mat b e in g removed, and - utility permit applica and checklist for specific submittal requirements m aterial being installed Addition topographi and soils information may be required if unique , NOTE A certification letter I re pri to fi nal Inspection and s i g n: : , ; site condition off of t he ;pe rmlt k ti l' 000/:i22r 100 BUILDING - NC1MRE8 . '13 %r( }0 ( }00/34a «E3 0 PLAN CHECK''- NCINRE�a 284.05 000/36'1,.904 STATE BUILDING SURCHARGE Amount t is y 'i y(� r $ v 'S, '.r, `� �n �^ L 2 i i'f `? f ,,,, t nV � • � v f 1 '+ f,. s , { v, y ' j . W. Awe..:j• +' � ... 4 kl y , ;y q.. ,; i -41, � f. ,pl2' ,.l.F E„ 'rr 4 `5',v� j � a. "` —' Y.�• 3�:��4t ,ft:�'��i'�1� 1/4‘41(404.,`ti 7-1 , .. INSPECTION RECORD Retain a copy with permit , INSPECTION NO. P " - ''. '.; CITY OF TUKWILA B DIVISION 6 ;a 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 - 3670 'roe.: , ': Iypeo ns •n: . . • ress: kiat 11 :ee 1 :.' Special In4ructions: Date Wanted: ? -- /Q-9ar =i p.m. 5.--50 Requester: Plane No.: Approved per applicabl: .1. ; . ❑ Corrections requ :.:. r to approval. COMMENTS: 7c-; /> 1 • 4111 . ' � C t 4t nspector: dWI - . / .i� � ❑ $30.00 REINSPECTION FEE QUIRED. Prior to reinspection, fee must be paid at f , 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. r ; I Bea* tfo.: Dale: ' :,, , , . .t.,. , ..... , . ..,, - i...:S:w::.1„..7. ,,, r , ... -„ ... 4a M, 41., ..N►+ lioi ➢fJLa +' .+ i �(� 4K i . iv511{LS± J (;u " 7'Q.�iw , .. .' , , ). ft� C c y 7 ,85 - fSP ECTION RECORD I a Retain a copy with permit INSPECTION N0. PERM NO. " " ' CITY OF TUKWILA BUILDING DIVISION ` \ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ; �',� `\\, (206) 431 -3670 . ro ect: ` � ii r A � Inspection: A of Inspection / # A� �' Addre Date Called: Special Instructions: Date Wanted Requester: Phone No.: 7 5- 0500 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: '7444. ' 2.4_ 3 (9 ,tom / ' « e 1 44. V W s A.0 s, a, f 4 ',L- io 0,4 ii'e . i),cri 4 // . 7i1/(1; PP/ 411 '1 6. 4 ' / 0 .. ,.: r. i i 4. 7‘..1*.!j /.::1//ei6Sel 4 // ,frte 4,45 :, . V :It: 'If ;:411 � r r rje ■ ■. s. s • , " ; Inspector: ; Date: _. D INSPECTION RECORD Q q5_ 7 Ti Retain a copy with permit V 007 / I SPE ION O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project : url 4 i EUrn I f(.Alre hype of inspe o n: hoc') (. ,r ock i Address: Date Called: 1 1O pt APE' � i Special Instructions: Date Wanted: , t u..u000Icl II ke +0 rnreit- 5 - 95 I am p.m. 2 300 a + The ,jDb 5s1e. Please Requester: To col t be -Fore yc.1.s 3o . o Phone No.: 1 0 Approved per applicable codes. C Corrections required prior to approval. l i COMMENTS: • ' - :E i . ,i ' / /PP — - . crit7 i1 , 11111111Wilall .. a 0 $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at • 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receto .: Date: I ' ' , ' j il�'}ta' ... •r 0 k" n p,T. R4 T✓Y"' h.) Nriti , :litm tY ++i"I ,407""0"" . .- 4. 1 . ..,'ti ,, h •Y i Y ( ''M t g( A ''', City of Tukwila John W. Rants, Mayor p, �, 0 ,, , '' = Fire Department Thomas P. Keefe, Fire Chief 1.'.. . . = '.,, , 1908 -- TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. 139 (DO J Project Name l LIA; iJ I 0A/ 14/ C `.f"s. (. /1/1t44€ Address / /41 iwry 41 g � Y Suite # ___ Retain current inspection schedule X. Needs shift inspection )_ Approved without correction notice Approved with correction notice issued N Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Z- 7 1 ; --- - ( f ir /0 - /0 SS. Authorized Signature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Pa,* East • Tukwila, Washington 98188 r Phone: (206) 57$4404 • Fax' (206) 5754439 —.........----._....—._—..--,........__,__,--,—:.r:--:—..iOf■■•■■■.4 .........,.7..........0.* , • ■■•10 ■•■•••■■•■■••■1{.. *■■■ 0•■■■■■ ,Oli% ■ :' • ■ . • ) 4 4... , (I / ) CITY OF TUKWILA Address: 1201 ANDOVER 'PK E Permit No: B95-0071 Suite: Tenant: UNITED FURNITURE WAREHOUSE Status: ISSUED Type: B -RACK Applied: 03/13/1995 Parcel•#: 352304-9091 Issued: 03/22/1995 • A***********4444*****1g**************************************k*************** Permit Conditions: 1. No changes will be mace.„ by the :Architect or Eng1ne#0114:-the Tukwila BuTT0 2. All permits, inFT600ian records, and,;approv64m)Ins shall be ' available at t1:1t406 sitek04 toOl 4e startof'.0zoon- .., ••\ struction. Tb a'ndAvall - • able until 41 , i t ns,pec,tton approva l is gnanted,p; , 3. All construction tep„,b.e donetn'Oblitortance With;Approtieki\ plans and.„-require,mehts of'theUniform Building COdtii71991 '•-• • .f.. .,,:, ..:•,•,,,\,,,, • Ed i t i on4,,,0 anfbnded . ..-4 - •::i• , • , ' ' ,.,:• ,., ,,,: .•. 4. Valid1ty4of Permit. ', ThejSsu'pnoe df::a permit ona0prOval'O\ plans,cf shall not. he COW- \.'' struedtob.0a permit for, oran„..a0proval of, anyNi01.a„tton&% of anqofw't14 pbvisio0 of ti code or of: VA p , ,..; ., ,, presuming to - othe,orina of the7lurisSyction..., No permit 1A,,q givUdauthbrirty;to vTOTa'te,,or/c4nceltiyeprovisions of ttif cod p•.;._ ,i, ,,.::,..,,,,,,,, p /She 1 I be iva 1 1...d..., *--••,:' 11 , f: 14„ , ,.,-- •:, i l ,J '-' •-• --,•• ' l'It q** , :,, / ':? , -; f; „..,.. Y '' ".:, *-- , , - . i• \ W - . ' -.. ''''' :, .,, ,,i14. 44' 4 ;,, i '4 4''' `• 11 ,c" V .1 '. ' 1 , .: 1.4t .s cf: *4...,. 1 il Z 7 f I . , .:,: - ..„ ; , f , 1 t, , / 4, '7" :.,1 '' ''.1 ''l ‘6" .■ ':: i'; , I., S . , , , ' .1 .. ''.:\ /f ' Al. , Cr: , :' '. ' 'I' . 3 , 1 '''.; ,7 P fi 143 f 4 RO ?''. !. 4 ..,.., \ Y ,, ,,,,C I.- - '`...--,. -..:i, '' % „ ..14 IPI \00. ,ox' ?-:::—...,-,,,,r .... ,,, „,,,,,,,..,..,- 0.4 , , ,..4 4 „...„, ,t ‘/\ , ,00,,, , g., I ;' ' r' ‘ '', 4,... k •or • ,." OA{ v. ta.c.501As.4 0 A S 5 1 ,t - * ' \ If . 57i; • 8 1** / '`r 4.. • 1, • 4;1 . • *,.4:‘, Co i t ..;:i ''''' ' f;16 v . t .,,t ,, ,J.1,1,,r ' 0 0 ...„. ,,,,, 4.,:odi.' *. •,,,,. , el , , ,e; • Ali; AV/ • ,,•• \ .4-4, "' • ,:, ,,,,, ' c:,,,,, 4' ,T,i1A.,r-q, • r c...,,,,, 4k * •'k. , . )' 6 4:, 4 ,0 q • t,t qs- ctL A,... , O.' s .! , C''''\ .,— ,.,, . . e . 4: . ,,,. t■ .::, ,r" • `‘: ,, A l' I. ,.i i .,,,Wc.'" . . 4 !,,-.4, P e l r 4ji ":" ,, ''' ;"!::•:,5i:S..1-‘44.-.4."..;,:-.-',9:,-,*41:w.,..:'; . , • • , - . . . , . . . . „ . . • . , . . . , . . . . , . . . . . • • . . ., , . : .. .. • , . • • , • ., . " . . . , • , : . , .. ,., . . , • - . .. , -, • . .„ • •• . . . • .. . ,. , . . . , . . . . .. . . . CITY OF TUKWILA RACK STORAGE DIMENSIONS LINEAR FEET X HEIGHT = TOTAL ( X = __ 3 X � c=1 IMMO X - X = X X • GRAND TOTAL = RECEIVED CITY OF TUKWILA MAR . 1 3 1995 , PERMIT CENTER • - . SEIZMIC MATER! AL HANDLING ENGINEERING EST. 1985 STORAGE RACKS STEEL SHELVNG CRY APPROVALS ALASKA NEVADA DRIVE41 RACKS MOVABLE SHELVING STATE APPROVALS ARQONA FEW MEXICO CANTLEVER RACKS STORAGE TANKS PERMffTNG SERVICES CALIFORNIA OREGON MEZZAN NES MODULAR OFFICES PRODUCT TESTNG COLORADO PENNSYLVANIA CONVEYORS GONDOLAS FELD INSPECTION IDAHO UTAH CAROUSELS BOOKSTACKS SPECIAL FABRICATION MISSOURI WASHNGTON „ 1 . <, ; ? i::j .'• :f;' y ; i' ..;: i SEISMIC ANALYSIS OF STORAGE RACKS FOR ' ' UNITED FURNITURE WHSE. 1201 ANDOVER PARK EAST ;; i TUKWI LA, WA 98188 #95 -129 ' A' '. r ry 4' 1 , 7. ,r ,a �:i i �� � , �. ,.,, ' ;: f i :; ii. •• E Hip 44" j \ ,OJ E , ,, .3 O TUKWILA � MAR 1 3 1995 l �!;;i' .. �.- ' / r)1 f , ,,.4 P`9 , %Ii;r, PERMIT CENTER 1 s, • • • 161 ATLANTIC STREET • POMONA • CA 91768 • TEL: (909)869 -0989 • FAX: (909)869 -0981 SE IZMIC PROJECT UNI( ,D FURNITURE WHSE. INC. FOR NORTHWEST HANDLI NG (WA) SHEET NO. 2 OF 15 MATERIAL HANDLING ENGINEERING CALCULATED BY MIKE DATE 2-22-1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 TABLE OF CONTENTS DESCRIPTION PAGE # COVER SHEET 1 TABLE OF CONTENTS 2 SCOPE 2 PARAMETERS 3 CONFIGURATIONS 4 COMPONENTS & SPECS. 5- 6 LOADS AND DISTRIBUTION 7 LONGITUDINAL ANALYSIS 8 COLUMN 9 BEAM 10 BEAM TO COLUMN 11 BRACING 12 OVERTURNING 13 BASE PLATE 14 SLAB & SOIL 15 SCOPE: THIS ANALYSIS OF THE STORAGE SYSTEM I S TO DETERMINE ITS COMPLIANCE WITH THE APPROPRIATE BUILDING CODES WITH RESPECT TO STATIC AND SEISMIC FORCES. THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY, WITHOUT ANY FIELD WELDI NG. SEI ZMI C ' 1 PROJECT UN( . ) FURNITURE WHSE. INC, FOR NORTHWEST HANDLI NG (WA) SHEET NO. 3 OF 15 MATERIAL HANDLING ENGINEERING CALCULATED BY MI KE 2-22-1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 DATE 161 ATLANTIC STREET • POMONA • CA 91768 STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN ANY ADJACENT BAYS. THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYZED IN BOTH LONGITUDINAL AND TRANSVERSE DIRECTION. STABILITY LONGITUDINALLY IS DEPENDANT ON BEAM TO COLUMN MOMENT, WHILE THE BRACING ACT TRANSVERSELY. 4 14 11111 CO 1 C i t 4Il k 1 . ,,,,„ 1 .. hix 1 1 .....,,,, ... 6 lik 11/ / / P h,, ''' 14 4 41) 0 4 1. COLUMN. 2. BEAM. TRIBUTARY AREA 3. BEAM TO COLUMN. ' / , ' • 4. BASE PLATE. 5. HORIZONTAL BRACING. 6. DIAGONAL BRACING. ' 7. BACK CONNECTOR. TRANSVERSE , LONGITUDIN1L TOP VIEW . .. ... " "1(" .:• ... _ .. r ! .'t' ..r. t.r .. r rr.r .....nr n.. r.... fwn.nrn......r.. -..cr sr IsCi (Friday March 3, 1995 10:58am -- Page 1' MAR -03 -1995 09:51 ( 309 869 0981 ( P.01 SEIZMIC PROJECT UNITED FURNITURE WHSE. _sii INC. FOR NORTHWEST HANDLING (WA) SHEET NO. 4 OF 16 MATERIAL HANDLING ENGINEERING MI 3-1- 1995 __ TEL: (909)869-0989 IN FAX: (909)889-0981 CALCULATED BY DATE 161 ATLANTIC STREET • POMONA O CA 91768 URATION! TYPES /R 4,500 Ib. 64" r 53" 4,500 lb. 2 04.-- 192." 64" 53" •• 4,500 ib. ,,r — 1 64" IL_ / I4-4 48"--/' TYPE D/R '5,000 Ib, 3 1 64" 59" 5,000 lb. 2 11•" 64" 53" T " 5,000 lb. 64" 5" --- I4*F" 1 48" -71 I 'Friday March 3, 1995 10:58am -- Page 2 __ MAR -03 -1995 09:51 ( 909 869 0981 i P.02 SEIZZ PROJECT UNITED FURNITURE WHSE. INC, FOR NORTHWEST HANDLI NG (WA) SHEET NO.__- 5 OF 16 MATERIAL HANDLING ENGINEERING CALCULATED BY MI KE DATE- S" 1 " 1995 TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 TYPE S/R 4,50O lb. 708 „au CI Sp. FICATION I 3 - MAIN STEEL 55000 PSI 64" r 53" - BASE PLATE STEEL 36000 PSI 1 4-_ 4,500 lb. _ 47 # �_ 2 - ANCHOR - WEDGE TYPE 1/2 x 3 -1/2 MIN. EM ED. 2 - FLOOR SLAB 5.5" X 3000 PSI. REINFORCE' 192" 64" 55" - SOIL BEARING PRESSURE 2500 PSF - SEISMIC ZONE 3, ,y`.. 1 4,500 lb, 236# , ,`,... 314# - TYPE . SINGLE ROW UNITS. - BASE SHEAR FORMULA m ZIC(wLL+wDL) /Rw 64" 5„ / Ji ,�-- 144 "-- ----,I' 48" mot` SECTION AXIAL FCRCE MOMENT Iu - 144" BEAM MCMENT 1 6,870 lb, 29,1201n.lb. 26,006In.1b. req"dH.D.corn. 2 4,580 lb. 18,892 i n.1 b. 17,114 i n.1 b, < stdccnn. 3 2,290 lb. 11,3361n.1b. 7,668 in.Ib. c stdconn. TYPE SIR DES I GN LOAD s 4500# BASE PLATE COLUMN BEAM COL UMN STRESS - 1.32 5- 15/1 x2- 3 4 4 9 8X8X.375 6 / x1 GA/68 H Mbese '. 14805 i nib, MAX LOAD /LEVEL -• 5,004 I b. BEAM IS O.K. OVERTURNING BRACING SLAB &SOIL _ �/ HORIZONTAL .4 DIAGONAL .. f . f ANCHOR STRESS -O.36 1 1 /2X1 - 1/2X14 GA 1 1/2X1- 1 /2X14 GA PUNCT. STRESS -0.81 # CF ANCHORS . 2 STRESS - 0.29 STRESS . 1.02 BENDING STRESS - 0.65 , i i , 1 I • Friday March 3, 1995 10:58am -- Page 31 M 09:52 0 52 { 909 869 0981 't P.03 SEI ZZ IIII11 11 PROJECT UNITED FURNITURE WHSE. INC. FOR_ NORTHWEST HANDLING (WA) ONCGT NO. - 6 OF 16 MATERIAL HANDLING ENGINEERING MIKE 3 -1 -1 995 TEL (909)869 -0989 • FAX: (909)869-0981 CALCULATED BY DATE 161 ATLANTIC STREET • POMONA • CA 91768 TYPE D/R 5,000 lb. 324 534 - - SPECLFIC TA ION 3 1 - MAIN STEEL 55000 PSI 64 53" • BASE PLATE STEEL 36000 PSI -�— 5,000 lb. 26 / 354# - ANCHOR - VVEDGETYPE 1/2 2-1/4 MIN, EM D. / - FLOOR SLAB 5.5" X 3000 PSI. REINFORCE' 192" 64„ 59,E - SOIL BEARING PRESSURE 2500 PSF - SEISMIC ZONE 3. -A-- 5,000 lb. y 33# / X77# - TYPE INTERCONNECTED UNITS. 64" - BASE SHEAR FORMULA - ZIC(wLL / 2 +wDL) /Rw 144 , II - 48" 4 SECTION AXIAL FCRCE MOMENT IU 144" BEAM MOMENT 1 7,620 lb. 18,295 I nib. 16, 4691n.1 b..4- stdconn. 2 5,080 lb. 10,642 1 n.1 b. 10,514 1 n.1 b. <r stdcmn. 3 2, 5401 b. 6,386 i n,1 b. 5, 193 i n.I b. <- stdccnn. _ TYPE D/R DESIGN LOAD • 5000# ay BASE PLATE COLUMN BEAM 3X3X13GA(LU75) 7.75 X5 X .375 COLUM STRESS -1.32 5- 15/16x2- 3/4x14GA/689H Mbase 6449 1 n.l b. MAX LOAD /LEVEL n 5,084 lb. BEAM I S O.K. _ OVERTURNING BRACING SLAB & SOI L ' HORIZONTAL .4 DIAGONAL .4 V ANCHOR STRESS . 0.14 1 1 /2 X 1 - 1 /2 X 1 4 G A 1 1 /2 X 1 - 1 /2 X 14 GA PUNCT. STRESS - 0.78 # OF ANCHORS 0 2 STRESS 0.16 STRESS - 0.57 BENDING STRESS 40.56 'Friday March 3, 1995 10:58am -- Page 4 r .. MAR -03 -1995 09:52 (, 909 869 0981 ( P.04 SEIZT117 PROJECT UNITED FURNITURE WHSE. INC. FOR NORTHWEST HANDLING (WA) SHEET NO 7 OF_ 16 MATERIAL HANDLING ENGINEERING MIKE DATE, �- �' 1995 TEL: (909)869 -0989 s FAX: (909)869 -0981 CALCULATED BY 161 ATLANTIC STREET • POMONA • CA 91768 L.OA DS T DI STR (UTI ON :TYPE D R 2 LIVE LOAD PER SHELF (BASED ON CLIENT SUPPUED DATA) . wIL. DEAD LOAD PER SHELF . wDL SEISMIC SHEAR BASED ON STD 27 -11 OF THE 1991 UBC . V. WHERE Vu.ZIC[wDL +wLL/n] /Rw SEI SMI C ZONE • 3 ,. 5000 lb. .A 3 Z - 6,t I ma 1 C or 2.75 5 lb. 26 # Rw (LONGITUDINAL) im 8 2 Rw (TRANSVERSE) = 6 192" 64„ wDL = 80 I b. 14- 5,000 lb. �3 3# I NT. RCUNNECTED UNITS., s r LONG' TUDI NAL DI R ECTI ON —n'`' ii VI ong 1..3 * 1 * 2.75 * ( 15000/ 2 + 240 ) / 8 -- 4 "—� lu - 144" VI ong is 798 I b. Fi a V wni /Ewh _ _ s3? , i ___ TRANSVERSF,?I RECTI ()N - sg „ / VI ong az .3 * 1 * 2.75 * ( 15000/ 2 + 240) / 6 �-- . 354# Vtrans Or 1,064Ib. Fl = V Whi /EMI 53 " ),.— 477# 5" TOTAL FRAME LOAD 1111 15,240 I b. fi 48" 4 SEI Z°MI C PROJECT UNI ( 0 FURNITURE WHSE. INC. FOR NORTHWEST HANDLING (WA) SHEET NO. 8 OF 15 MATERIAL HANDUNG ENGINEERING CALCULATED BY MI KE DATE 2- 22-1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 LONGITUDINAL ANALYSIS :TYPE S/R THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE COLUMNS ASSUMED AT MID - HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE THE BASE PLATE PROVIDES ONLY PARTIAL FIXITY, THE CONTRA FLEXURE IS ASSUMED TO OCCUR CLOSER TO THE BASE.(OR AT THE BASE FOR PINNED CONDITION, WHERE THE BASE PLATE CANNOT CARRY MOMENT). VI ong = 2 * Vcol = 1,268 I b. VC 01 = 634 I b. _= F 1 = 106 I b. 64 Beam to Col. Conn. F 2 = 2 1 1 I Fl • F 3 = 317 I b. 64 in. h= 62 in. I col. to stab. BASE PROVIDE PARTIAL FIXITY. SEE BASE PLATE SHT. Mbase = 11992 i n.I b. Mupper + MI ower = Mconn'R' + Mconn'L' Mconn "L" Mupper Mconn'R' = Mconn'L' Mconn * 2 = Mupper + MI ower — 79 Mconn = [Mupper + MI ower]/2 M M ° °°" "R' tower RESULTING FORCES ON COLUMN SECTION. AXIAL LOAD MOMENT Mconn Mb"` 1 6150 27329 n BLAB 2 4100 16912 24120 3 2050 10147 15530 • ■ w .,.. . t ,„, . .-- -.,. »- ..,........... .. .........__` ..... ,.,..,-.. vim,, y, c... r, 3 SEIZMIC / PROJECT UNK FURNITURE WHSE. INC. FOR NORTHWEST HANDLING (WA) SHEET NO. 9 OF 15 MATERIAL HANDLING ENGINEERING CALCULATED BY MIKE DATE 2-22-1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 COLUMN ANALYSIS :TYPE S/R COLUMN IS ANALYZED PER AISI COLD - FORMED STEEL DESIGN MANUAL. Pmax = 6,150 lb. Mmax = 27,329 i n.l b. j Kxl x /rx = 1.2 * 62 1 1.2157 = 61.2 <- GOVERNS A al Kyly /ry = .8 * 58 / 1.0665 = 43.5 = = = _ Cc = (21T /2E /Fy)^5 = 107.0 B SINCE KI /r = Cc, Fa = .522Fy - [(kI /r *Fy)/1494]/ = 21,905 psi. fa = Pmax /Area C = 5,975 psi. fb = Mmax /Sx SECTION PROPERTIES = 26,801 psi. A =3" s =3" fa /Fa = 0.27 15 E = 05„ W t. = > 3.635# F'e = 12TrA2E /23(Kxlx /rx)' ti ..1196" t2 = 0" Ar ea = 1.0293"A2 F'e = 39,871 psi. Ix = 1.5295 "M Iy = 1.1708 "M Fb = .6 '� y — — 30,000 ps F 000 I . Sx = 1.0197 "A3Sy = .7465 "A3 r = 1.2157 " = 1.0665 "A2 Cm *fb /Fb[1- fa /F'e] = 1.05 _ _ _ _ COMBI NED STRESS =1.32 — 1 4 ' 64" 58" 6 „ 58" • - J ° -41-- Front View Side Via% EI ZMI C PROJECT UNI( FURNITURE WHSE. FOR NORTHWEST HANDLI NG (WA) INC. / SHEET NO. 10 OF 15 MATERIAL HANDLING ENGINEERING CALCULATED BY MI KE DATE 2- 22 -1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 BEAM ANALYSIS :TYPE S/R BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABLIZE THE SYSTEM, ALTHOUGH IT DOES NOT PROVIDE 100% FIXITY. THUS, THE BEAMS WILL BE ANALYSED ASSUMING THEY HAVE PINNED ENDS. FOR THE COMPUTATION OF BEAM TO COL MOMENT CAPACITY, THE PARTIAL FIXITY OF THE BEAM,(ASSUMED AT AN ARBITRARY 25% OF THE FIXED END MOMENT OR 2,000 in.lb. WHICH EVER IS SMALLER) WILL BE ADDED. lact = 144.0 i n. 2.75" I max = [1950 + 1200(M1 /M2)]b /Fy 1" -4 SINCE M1 /M2 = 1.0 I max = 3150* b /Fy = 173 i n. 1 1.625" SINCE I max > I act Fb = .60Fy = 30,000 psi . I _ MAXI MUM STATIC LOAD PER LEVEL DEPENDS ON 5.928" �~ t 1) BENDI NG CAPACITY M = Sx* Fb = w I /2/8 t = .0747 i n. = 46800in.Ib. J CAPACITY = 2(8* M /1) = 46221b. Sx = 1.560 i n.A3 2) MAXI MUM ALLOWABLE DEFLECT) ON (L/180). Ix = 4.884 in.A4 L1= 5w1 /4/384E1 CAPACITY = 2[(384EI)/(5* 180* I /2)] = 59291b. MAXI MUM STATIC LOAD PER LEVEL I S 4,622 I b. ALLOWABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL. Mstati c = wI X12/8 = LI VE.LOIAD* L /(2* 8) Mal I aro( static) = Sx * Fb Mimpact= 1.125 *Mstatic Mal I ant( seism' c) = 1.33 * Sx * Fb Mseismic = Mconn (SEE LONG. ANALYSIS) LEVEL Mstati c Mi mpact Mal I ow Msei smi c Mal I ow RESULT 1.125 Mstatic (stati c) (sei smi c) 1 36000 40500 41600 24120 62400 GOOD 2 36000 40500 41600 15530 62400 GOOD 3 36000 40500 41600 = 7073 62400 GOOD SEI C r PROJECT UNI t. J FURNITURE WHSE. INC. MI FOR NORTHWEST HANDLI NG (WA) SHEET NO. 11 OF 15 MATERIAL HANDLING ENGINEERING CALCULATED BY MIKE DATE 2- 22-1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 BEAM TO COLUMN CONNECTION Mupper Mconn= ( Mlower + Mupper )/2 + Mend Mconn. Mconn. CAPACITY OF CONNECTOR 0 0 0 a) SHEAR CAPACITY OF 7/16" DIA. STUD Area = .4375 ^2rd4 = .150 "A2 Fy = 50,000 psi Pmax = 3,000# Mlower b) BEARING ON COLUMN (PER UBC SEC. 27 -11 E3.3) BEMIS/fail= A Abrg. = t * D t = .0747 min. = .5 * t Fu= 65,000 psi min. Pmax brg. = Area * Fbearing = .5t ' 2.22 * Fu P1 1 �� RIF = 5,389# > 3,000# C . c) MOMENT CAPACITY OF BRACKET 4 „ S bracket = .110 " P2 1/2" I Mcap = S * Fbending , r = .110'.66' Fy C = Mcap/.75 = 1.11 P1 1/2" P1 =1.20 Mcap *- 1 5/8" = .0872 Fy = 4,360# > 3,000# C =P1 +P2 SINCE PLUG GOVERNS P1= 3,000# =1 11 P1 /4.5)P1 3 "/ 1 "eff. Mconn. cap.= P1 ' 4.5 + P2 * .5 = 4.555 ' 3,000# '1.33 t= 7 ga. = 18,220 "# Sbracket = .110 "^3 • • UNIC .D FURNITURE WHSE. SEI ZMI C / PROJECT NORTHWEST HANDLING WA INC. FOR ) SHEET NO. 11 A OF 15 MATERIAL HANDLING ENGINEERING CALCULATED BY MIKE DATE 2-22-1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 BEAM TO COLUMN CONNE TION Mupper Mconn= ( Mlower + Mupper )/2 + Mend Mconn. Mconn. CAPACITY OF CONNECTOR o o 0 0 0 a) SHEAR CAPACITY OF 7/16" DIA. STUD o o Area = .4375^2rd4 = .150 "A2 Fy = 50,000 psi Pmax = 3,000# N,__ b) BEARING ON COLUMN Mlower (PER UBC SEC. 27 -11 E3.3) Abrg. = t ' D t = .0747 min. BEAM TO COLUMN = .5 ' t Fu = 65,000 psi min. =NM= Pmax brg. = Area * Fbearing wok =.5t' 2.22' Fu P1 1 .. = 5,390# > 3,000# C • c) MOMENT CAPACITY OF BRACKET C P2 P3P 6" S bracket = .110 " ^3 C low 1/2" Mcap = S ' Fbending 0 r = .110 ' .66 ' Fy • C = Mcap /.5 = 2.0 P1 C 1/2" P1 = 1.0 Mcap = .0726 Fy = 3,630#> 3,000# 4- 15/8" SINCE PLUG GOVERNS P1= 3,000# O C = P1 + P2 + P3 (1/3)P1 Mconn. cap.= P1 * 6 + P2 ' 4 + P3 ' 2 3 "/ 1 "eff. ,4 = 2 P1 = 9.33 ' 3,000 #'1.33 . = 37,333 "# t = 7 ga. Sbracket = .110 " ^3 .. :.. .i.:: ..- t ...-. c.e .., ✓y m+ vem. v-..,,+...........- s. rv,..,.,..............._..._ .... «..- .....................d. y..n r..v4Wns4 _+.i... r.e. / S�t!;li"n'.R2"!:i:W.*. f.. SEIZMIC PROJECT U NI ( .. _D FURNITURE WHSE. 7?,4' FOR NORTHWEST HANDLI NG (WA) ,6 INC. SHEET NO. 12 OF 15 t MATERIAL HANDLING ENGINEERING CALCULATED BY MI KE DATE 2- 22-1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 TRANSVERSE ANALYSIS : BRACING :TYPE S/R t i IT IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR IN TENSION AND COMPRESSION. IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILL BE DONE 1 ON THE DIAGONAL MEMBER AS IT WILL GOVERN. DIAGONAL BRACING : COMPRESSION MEMBER L di ag. = [(L- 6) 2* Bcol) /2]45 I = 66.8 DI= 66.8" i Vdi ag Vtrans * Ldi ag. / D = 2355# kl /rmin = [ 1 * 66.8 ] / .488 w y =136.9 Fa = [12Tri2E]/[23(kI /r)/2] . = 7959 psi . s fa /Fa Vdiag /(Area *Fa) D. 48" -4 i =0.91 DIAGONAL AND HCRII ZCNTAL BRACI NG h ---- w .--H i r ..... ....." 1 Area= .325 "A2 � I !Inn= .488 H t= 0747 " W. 1.5 I � H. 1.5 " SEI ZMI C 1 PROJECT UNI( .D FURNITURE WHSE. - I NC. FOR NORTHWEST HANDLING (WA) SHEET NO. 13 OF 15 MATERIAL HANDLING ENGINEERING CALCULATED BY MIKE DATE 2- 22-1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 OVERTURNING :TYPE S/R ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 27.1109(c) OF THE 1991 U.B.C. STANDARD 27 -11. FULLY LOADED TOTAL SHEAR = 1691 I b. Mot = Vtrans * ht * 1.15 845# = 1691 *149 *1.15 = 290444 i n.i b. 53 „ Mst = Z(Wp +.85wDL) * d/2 563# = ( 12000 +.85 * 300) * 48/2 = 294120 i n.l b. 53 Pupl i ft = 1(Mot - Mst) /d Puplift 0 NOUPLIFT /-- _ , 281# s" TOP SHELF LOADED SHEAR = 563 I b. Mot = Vtop * h * 1.15 * 48 "-7}' = 563 * 192 * 1.15 = 124476 i n.I b. Mst = (Wp +wDL) * d/2 = ( 4000 +.85 * 300) * 48/2 = 102120 i n.I b. Pupl i ft =1(Mot - Mst) /d = 465 I b. <- CRITICAL USE 2 ea. 1/2 x 2 -1 /4 MIN. EMBED. MIN. EMBED. ANCHOR. CAPACITY OF 1/2 x 2-1/4 MI N. EMBED. = 615 I b. PULLOUT & 1840 I b. SHEAR COMBI NED STRESS1 = 0 / 1230 + 845 / 3680 = 0.23 COMBI NED STRESS2 = 465 / 1230 + 281 / 3680 = 0.46 SEIZMIC I PROJECT UNI(_D FURNITURE WHSE. FOR NORTHWEST HANDLING (WA) INC . SHEET NO. 14 OF_ 15 MATERIAL HANDLING ENGINEERING CALCULATED BY MIKE DATE 2- 22-1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 • BASE PLATE :TYPE S/R BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb (IF ANY). THERE ARE 3 CRITERIA IN DETERMINING Mb. THEY ARE 1) MOMENT CAPACITY OF THE BASE PLATE, 2) MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3) Vh /2 (FULL FIXITY). Mb IS THE SMALLEST VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. Pcol =6150 lb. B =8 in. D =8 in. t = .375 i n. Mb = 11992 i n.I b. b =3 in. b1 = 2.5 in. P/A = Pcol /(D *B) = 96.09 psi. Pcol M/S = Mb /((D* B '2)/6) = 140.5 psi. f•1 1.1 fb2 = 2b /B *fb = 87.83 psi. f b 1 = f b -fb2 =52.70 psi . A- b1 . b A` bl Mbase = wb1 '2/2 = b1 '2/2[ fa + fb1 + .67fb2] / B Mbase = 648.0 i n.I b. Sbase= 1 *t /2/6= 0.0234in./3 fa [1 1 FT t 1 1 1` }- " Fbase = .75Fy * 1.33 = 36000 psi. fb /Fb = Mbase/(Sbase*Fbase) = .76 fb2 —..a /1 lb 11111PIPPw-- fb1 AN HOR TENSION ZMo =0 T *d2= [Mbase- Pcol * b /2] T = Mbase /d2 - Pcol * b /2d2 , Pool T= 6151b. T Mbase Mbase d1 b 111 log - � Mbase d2 dl SEI ZMI C PROJECT UNI 1 ) FURNITURE WHSE. INC. FOR NORTHWEST HANDLING (WA) SHEET NO. 15 OF 15 MATERIAL HANDLING ENGINEERING MIKE 2-22-1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 CALCULATED BY DATE 161 ATLANTIC STREET • POMONA • CA 91768 SLAB AND SOIL :TYPE S/R THE SLAB WILL BE CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND WILL ACT AS A FOOTING. (a) PUNCTURE Pmax = 1.4 DEAD LOAD + 1.7 LIVE LOAD Pmax = 1.4* Pcol + 1.7 * (Mot /d) • =18,8971b. Fpunct = 2 *sqrt(f'c) = 109.5 psi. • A unct = w +t /2 + d +t /2 2* = 236.5 In.� :: <: >:::> ><; >:: » >: >:_ ><:- <: >::r:. p [( ) ( )r� fv /Fv = Pmax /( Apunct Fpunct) — 0.73 :;: <:, <. >;<::::;:;:<:;; >�;:; t mmem (b) SLAB TENSION b ele B f Asoi I =Pmax /(1.33 * fsoil) = 5.67 ft./ = 816 in./2 L L = sgrt(Asoi I) = 28.6 in. B = sgrt(w *d) +t= 13.5 in. b = (L- B)/2 = 7.5 i n. Mconc =wb '2/2 = (1.33 *fsoil *b /2)/(144 *2) BASE PLATE w =8 in. = 657.3 i n.l b. d=8in. Sconc = 1* t42/6 = 5.04 i n.n3 Fconc = 50 * sgrt(f'c) = 246.48 psi. CONCRETE fb /Fb = Mconc /(Sconc * Fconc) = 0.53 t = 5.5 i n. f'c = 3000 psi. SOI L fs= 2500psf. .. <14.50, ��► { City of Tukwila John W Rants, Mayor 1 L '' +iy���- Department of Community Development Steve Lancaster, Director 1906 • Oct 06, 1995 THOMAS GUFFEY 838 SENECA AV SW RENTON, WA 98055 RE: UNITED FURNITURE WAREHOUSE Dear Permit Holder: Our records indicate that on Nov 06, 1995, one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit Number B95- 0071. 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 06, 1995. 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, � 44 - r��7i927 Kelcie Peterson Permit Coordinator Department of Community Development 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 MAY -09 -1995 17:04 909 869 0981 P.01 _W /10A. SEIZM C GIVir INC. ' 10199 MATERIAL HANDLING ENGINEERING E V ' v "v' ,"' Y DEVELOPMENT EST. 1985 TEL: (909) 869 - 0989 FAX: (909) 869 - 0981 FAX TRANS ME 1 TATS COMPANY BLDG. & SAFETY. CITY OF TUKWILLA DATE: MAY 09, 1995 ATTENTION: DAVE LARSON FAX: 206-431-3665 NUMBER OF PAGES: 1 (COVER PAGE INCL.) TELEPHONE: SUBJECT: ANCHORING REQUIREMENTS FOR UNITED FURNITURE, PERMIT #B95 -0071 MEMO THIS MEMO IS BEING SENT TO CONFIRM OUR CONVERSATION THAT THE ANCHORS FOR THE STORAGE RACKING SYSTEM DO NOT REQUIRE SPECIAL INSPECTION. THE VALUES USED IN THE CALCULATIONS ARE WITH NO SPECIAL INSPECTION REQUIRED DURING INSTALLATION. IF THERE ARE ANY QUESTIONS REGARDING THIS MATTER, PLEASE GIVE ME A CALL lf 4 11' !', 2Y te ' e r ° //.14:1 IV 1°NAL 0 EXPIRES .1 Z 1/C / v i BY: Michael M. Obi 161 Atlantic Street • Pomona • California 91768 TOTAL P.01 j ._______ - . ,, ki City of Tukwila O y FIRE DEPARTMENT -4� 0 444 Andover Park East 0 Tukwila, Washington 98188 -7661 Wt.D '9 (206) 575 -4404 • 1908 • John W. Rants, Mayor March 17,. 1995 , Fire Department Review Control OB95 -0071 (511) Re: United Furniture Warehouse - 1201 Andover Park East Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.505A) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Maintain fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) 0 4 0 ILA {g, C o T Tuk wila o ti y Z FIRE DEPARTMENT • 444 Andover Park East p Tukwila, Washington 9888 -7661 (206) 575 -440 1908 , John W. Rants, Mayor Page number 2 3. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) 4. Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 12.104(a)) Aisles leading to required exits shall be provided from all portions of buildings. The width and spacing of aisles shall be maintained at all times. (UFC 12.104(b)) (Provide and maintain minimum 44" aisle widths between racks.) 5. Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 11.404) Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5-1) 6. In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) Maintain minimum 6" longitudinal flue space'between back to back racks. 7. Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 231C, 3 -2.3) ■ Z ,ia:: '4 . ..s t_ 5�" ; . e �J�v , " Y.:.'.c,�.;:..tcur•LS+.r,.. .+. .nv. ,,,...- ,.,,,.•... ...-- ,..,....,N,.,:.. ,, a.++ eor_ rv. �. i.:. nsre..... w.. r> w... n......., ...,A..,_.- ...,,4,......,«.,.._ ,.�. »<rmew . ��� "A w q s o f Tukw v p� y C it FIRE DEPARTMENT 0 444 Andover Park East 0 Tukwila, Washington 98188 -7661 � (206) 575 -4404 • John W. Rants, Mayor 1903 • • s Page number 3 High -piled combustible storage is combustible materials in closely packed piles more than 15 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC 9.110) 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. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file . ncd kW) 5 1 . , 41 V aT a>< :IG'' `s 4 i • r C CITY OF TUKWILA Id: ACTP125 Keyword: @ACTM User: 1677 03/15/95 Activity Table Processing RACK STORAGE PERMIT Permit No 895 -0071 .. __ .,..._ `,�en�n�� � Status: PENDING Add e.s ,1201 %AlaDCVEfl PIt " E: e, H Vero: 9401 Screen: 01 Base Information , -R ..' Parcel Ho: 352304 -9091 Owner: NORDSTROM INC Validated By: SAO Plan Ck Approved: / / Applied: 3/13/1995 Status: PENDING Issued: / / Completed: / / Act /Inactive: A Final Notice: / / To Expire: / / Nature of Wk: INSTALL AND ANCHOR RACKING FOR TWO ROOMS. Location: Zoning: CM Valuation: 55,000.00 UDC Edition: 1991 Rack Storage Dimensions - Linear Feet x Height - Totals 1890 16.0 30,240 738 16.0 11,808 .0 666d66SIAAAA666d66666666A666666666666666666d666666d666666d66S666666AAA66d6 66AAAA F1 -Help, ESC -Exit current screen. • - — � : -2( - �a °" - - • • - • • -• • -. 1 I I 1 I I I I .In --. __ I I 1 _ell I • • •Eral f I I I — a. .. -- — — — — I — - - -- I— - I :: _ ... .... I MI I I , I ' I I � . _ � I I I I : � NIIINI - --t-- — — ____I — — — I -- � MINN — — I I I I I I I 1=111 SI I I -. • I I I I I I I I I I I I I I I I I I I I iII ' fl UPRIGHT ON ENO Cf EACH PIM I I I I I I I I I I I / I P ■ V . 4 —11)— lell III=1 �i � � i i — s c s I L I I I I I I I I I I I . IP- • I I I I I I I I I I I I 4 , '� I I I I I I I I I I I I I I II .7- it PPAe I I I I I I I I I I I II 1 1 I I I I I SIDE VIEW FRONT VIEW - - Y - - __ I � ,_ _ �-I I _ I I — r I 1 I I I I I 1 I I I I I _ _ II ELEVATIONS 1 /8 " = � 0°E10 1EO I I I I I I I I � 04 I i I W , i e e nd aPP ° y 9 r 1 � p% 2` I I I I I I I I I I I 1 �o (un derstand d° °I tnv I I I I I I I I I I II 4 . „De �t • hB t ° run O CJ a dne5 nt nC R eCeTP I „Tans dlna n Uwle d . , ' - ' 1 80 1NG I d colance ,;�i: t't t,l Vp OVe dP - - CRY RECEIVED sl ;oVv J c - L -I� I — �— — o- — I I— ---{a— a 4i MAR 1 3 1995 I I I I I I I • / r'� PERMIT CENTER us -o• 10 .�� REY. DESCRIPTION D_TE I NOT PUBLISHED. ALL AtONTS RESERVED. THESE DRAWINGS • AND SPECIFICATIONS. AND IDEAS. DESIGNS AND ARRANGE- I I I I I • 10� 8 MENT SRRE N EERE P BY ARE EA D BE TH —• • � \ ORTHWEST TO PUBUSIRC OR OTHERWISE USED WITH- OUT THE PRIOR WRITTEN CONSENT OF WHS. I I I I T af ITLE UNITED BUY & SELL I ~ I 1 /16 " -1 ' DATE SHEET sNEEr No. DRAWN BY: CHECKED BY: DRAWING N0. PLAN VIEW 1/16"= 1 ' 45 DB. APPROVED BY: DATE APPROVED 1 7 i • •A O ''• •••I••, • • • 1 ill , - ,,, ® 4) 1/8" t>1 1/4" <TYP. �/� o 0 )40 O 7118 "O STUD , O O 1112' 12" ° .."% O 4 st e 1/8° 1 " TYP. i ►' � >► © © / , r a" / 2" a IC 3 ® V 31/4" ! 7 " " : 1/4" T YP. , 3 APPROX. 1 /8 11/4 ,, 1' f I - 410 .. N. 1 :. 1 pTTgcH wi v9 BOLTS 0 0 9 Al " APPROX. ® 0 \ d p t al 0 VIEW A © © 0 ROW SPACER c 1a oA THK.) VIEW .. ! • TYPICAL B8ACINO TO COLUMN CONNECTIO�1 GENERAL CONFIGURATION TYPICAL BEAM TO COLUMN CONNECTION TYPE NOTES: '�' BEU� WEB S/R D/R 1 • STORAGE RACK DESIGNED PER SECTION 2711 TYPE 'A' BEAM WELD NOTE: ALL WELDS 1/8" TFKC OF THE 1991 WIC STD. 2. STORAGE CAPACITY: 4,0001 PER LEVEL NOTE: ALL WELL 1/8 "TfKC + 15/8" '- 1" 13/4" * —1 as " _„_ � , 12" FlueSpace 3. POST LOAD SIGNS AT CONSPICUOUS LOCATIONS 15/8" • A - 48 "-yr AL-48"--#44-48"-/r _ DEPICTING THE DESIGN CAPACITY OF THE RACK 0 7 GA 1" 1 3/4" 1 s/e" O r . I r = USING A PERMANENT PLAQUE NOT LESS THAN ® O ,i 84 " " " 50 SQUARE INCHES s 58 4. L. A. CITY FABRICATOR LICENSE #777 1 5/8" r - i 0 5• ASTM A 570 FOR SHAPE Fy = 50,000 PSI GRADE 50 / 0 �. 4. 5 � -; i — _ 6 . ALL BOLTS A307 (UNLESS NOTED) . n ® 1 4 CVO , 7. ANCHORS HILT! KWIK BOLT II OR APPROVED EQUAL 192" 580 J' '{ 1 8 9/g" 84 " 58" ICBO #4627, L. A. R. R. #24946 r t ^ JVJ z 515118" 1 O 8. CONCRETE 5.5" THICK X 3000 PSI C r( 14 GA I ® I 1 9• SOIL BEARING PRESSURE 2500 PSF v M' 0 0 I 84" 58" _ 58" ® [ .F 1 1 O i ® -f. -7 GA ji , iii © • Front Vlew Side View 8 " Side View 8 " 0 6A BEAM & CONNECTOR 0 6B BEAM_diH"D. CONNECTOR TYPICAL STORAGE RACK ELEVATION Ot t ���E USE AT FIRST BEAM LEVEL ON TYPE S/R ONLY ■ Q R , \fit 1/8" I/2 3/4" C TYP. MA 1" TYP. 1 1l2" `''� 1!8" 12 3/4" TYP. 1L01NC, 01$,0 RECEIVED _ _ f$911 I 1 1/2" CITY OF TUKWILA 1 r 14 0A 0 r - - -- 21/2" MAR 1 3 1995 0 3" 8" 3" 5" PERMIT CENTER 4 _ _ J , _ _ J /1s °0 0 HORIZONTAL & DIAGONAL BRACE l —•% -,- . , f MATERIAL HANDUNO 13 0A. /� 11 0A. fry i I NC. ENGINEERING 3/8" THK.• --� 3" TYP. EST. 1985 Pomona, Callfonnla 91788 1a1 Atlantic Sbwt 1/ 3" TYP 3 WRA 3/8" THK. , ( WRAP 1 /8" V 2 CORN ' R 7/8" TYP. • 2" " TN• (909) 8a9'0o89 • Fax (909) •89 0981 7/8 TYP CORNER 1/4 • 1 /4 2, it t MVP. 7 3/4" 21/4 r �' L CALIFORNIA ems DRAWN BY i lia....... 8 " u u =,� �, ►1 I •� CONTRACTORS NONE S.K. LICENSE DATE APPROVED BY I ■ _ 111 I ` . 11) +1248 No. 885374 USE ON TYPE S/R USE ON TYPE D/R 1 I 1 DESCRIPTION I 2/22/9b SAL E. FATEEN STORAGE RACK DETAILS (INTERLAKE TYPE) CI 1/2" 2 Few PER BASE PLATE 2A COLUMN & BASE PLATE 1B 2B COLUMN & BASE PLATE ADDRESS DRAWING NUMBER ©ANCMOB UNITED FURNITURE WHSE. 1201 ANDOVER PARK EAST, TUKWILA, WA 98188 95 -129A ---- NPI5e 0071 _ ......._________ —eels am,- UWOOMMOt . ... - Sm.... as . “.■-- - —■...isso■e-mream■as —. .-..."....-. . ) • . . . , . .. ..,........... . .. , . . .. . . . . . . . i . •'■. . ' . • I , .. RECEIVED CITY OF TUKWILA MAR 1 3 1995 ((II • PERMIT CENTER . . • .. , ""_...._ . .. ',.. . —.4.,...-----.-.e...,........t.vz.: '''''''''''''''''''''''''''''''''''''''''' . -----: DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A ..,'‘'::/. '.! d, ;•, ;', c• .; ',,: •••:',. • ., ',Ii . '2• ', 4 1., •••:,`,,": ,l' '".,;; Otiii$V S E CIA li.',Y Y ; ••':',G ..:.' !.;:''',...;';:p ' ,..ki,,, fiti;1611 ;Kcir4. - 4._:, ". - . • '1'',.. ' ?;,' ' ' '1 , bi , * . VA '''''', ' ! .14 If 1 $ WO re.5 if F, 1 y,•/, . 1A 95. ,,, '.1:1 STATE OF WASHINGTON . , v „ i r;1' , ......,:f....‘,.:., , ,e.'.'' . ...•;;: i ,',.‘,:;7.. - .!:-.1 ....,.... .,...,.„.. ,....,,.,.,,,,,,..„,.:..,,„.., ,,....., L. ., Tt,..livil.P..t1f N . •.< k '' v ':: 11. i',...' ' I • ,. r - 8 .1g.rgcA..ovE.:.s y .c,...„,... i . ......... , fi E.,NT P IC ' • ••' •.: . - • ' WA' •:98055 , • 1 • . • • F625-052-00013-92) ZZ2Z'iW.A. L DETACH TO DISPLAY CERTIFICATE ....t ...... . . . al . . ..