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Permit B94-0079 - EB BRADLEY - STORAGE RACKS
City of?i�kwtll (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B94 -0079 Type: B -RACK Category: Address: 3314 S 116 ST Location: Parcel #: 102304 -9011 Zoning: M -1 Contractor License No.: TENANT E.B. BRADLEY l ...,5 3314 S 116 ST, TUKWILA, w�68 OWNER KEMPER REAL ESTATE 206 241 -1103 12720 GATEWAY DR STE 107, TUKWILA, WA CONTACT RICHARD MUNDELL 3314 S 116 ST, SEATTLE, WA 98168 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Status: ISSUED Issued: 03/10/1994 Expires: 09/06/1994 Suite: Phone: 98168 Phone: 206 767 -3540 Permit Description: INSTALL STORAGE RACKS IN WAREHOUSE. Rack Storage Dimensions - Linear Feet x, Height 445 10.5 765 8.0 .0 .0 .0 .0 UBC Edition: 1991 Valuation: 18,000.00 Total Permit Fee: Totals 4,673 .6,120 10.,793 112.43 ' ******************************************.* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** _ . a 310--(11j Permit Center Authorized Signature Date I hereby certify that I have read and examined this permit and know the same to be true,and correct. All provisions'of law and ordinances. governing this work will be complied .With, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work.. I ain authorized to sign for and obtain this d ng permit. Signature: 'Date: , .40/ . Print Name: - 14/4012_41//41446.W T i t l :e : Ae.Ahe ' _JdL / n 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 TUKWILA Department of C4,,, nunity Development — Permit Centto: , 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER eq4-o�lq PROJECT NAME L . 6 . broJtp. SITE ADDRESS -/ 3:51b1 3 1 RP 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 . BUILDING - initial review AFIRE DATE 4 O PLANNING 3 DATE: PPROVE a 6f RO TED INIT: , CONSULTANT: Date Approved - FIRE PROTECTION: Sprinklers Detectors N/A FIRE DEPT. LETTER DATED: 3 -a -y y INSPECTOR: s'/ / ZONING: INIT: O PUBLIC WORKS REFERENCE FILE NOS.: MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? BAR/LAND USE CONDITIONS? • • S- E- CTYes [ f N w- INIT: PUBLIC WORKS LETTER DATED: O OTHER INIT: BUILDING - final review BUILDING OFFICIAL C 3,� INIT: INIT: Ct TYPE OF CONSTRUCTION: rg A645 CERT. OF OCCUPANCY? °Yes No UBC EDITION (year): 1CCc1 ( REVIEW COMPLETED AMOUNT OWING: f l 1 Q.1-15 CONTACTED elChara .- Cfr q u (Bin t.) 4f5 DATE NOTIFIED 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 DESCRIPTION (206) 431 -3670 BUILDING PERMIT FEE BUILDIN.J PERMIT APPLICATION PLAN CHECK NUMBER PLAN CHECK FEE AMOUNT RCPT # DATE t 0) Ct3 BUILDING SURCHARGE OTHER: TOTAL - SITE ADDRESS SUITE # .• 3 /,--/ s ,0, LU 6 k 5 >4 VALUE OF CONSTRUCTION - $ , m,:o,c) ASSESSOR ACCOUN(# (0 ),3 0`/ 9C1( (commercial) Li Demolition (building) 0 Other: PROJECT NAME/TENANT F . i� iaA0z_Gj TYPE OF0 ew Building Li Addition 0 Tenant Improvement WORK: CnJ Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: VA- mss " g 4i,- PHONE BUILDING USE (office, warehouse, etc.) W4-t? r/losf NATURE OF BUSINESS: 4Y4O /��s� / 5-��j.,nI L`� pd` /a4 a / ,d,i, c . e (USE? WILL THERE BE A CHANGE IN 0 No t{3 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: yp 45e-, Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? Q No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: 0 S•rinklers 0 Automatic Fire Alarm S stem PROPERTY OWNER E i3 giaA-p L=! PHONE 76 7.3s Yo ADDRESS 34/ /4/ 5,,, 06 4 ST ZIP 4/, (G CONTRACTOR : ;.: ' ;; _.-cerk PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT PHONE ADDRESS ZIP I HEREBY:. CERTIFY THAT) HAVEi READ;ANDi :EXAMINED THIS `APPLICATION :AND KNOW : SAME Tt BE TRUE: AND :CORRECT,' •' • 'I , WA THORIZED TO' APPLY <:FOR. THIS:; PERMIT. BUILDING OWNER SIGNA ', RE /, / / DATE r o2 6- , 9 OR PRIN 61.. AUTHORIZED • b P/' AGENT ADDR CONTACT PERSON s tY )- ,4fl1' 3' k C..hoxrd .t4LuadS..0 PHONE 76 7- S T Y0 CITY/ZIP PHONE (91 _3 U 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 DATE APPLICATION EXPIRES COMMERCIAL SUEIUEtTTAL CHECKLIST NEW COMMERCIAL BUILDINGS /ADDITIONS: El Completed building permit application (one for each structure Li. Assessor Account Number Two sets (2) of the following: IT Specifications Structural calculations stamped by :a Washington State licensed COMMERCIAL TENANT IMPROVEMENTS Completed building permit application for.6aCti.attUctUto ° tenant) Assessor Account Number TwO.(2) :sets of construction plans, which include: Site plan i Soils report stamped by a Washington State licensed engineer.: L J Topographical survey •. Location of tenant space Existing:and proposed: parking Landscape plan (if applicable, 1.e;; change of use Overall building plan Tenant location Use of adjacent (common wall), tenant •• Overall :dimensions of building orsquare':footage' Floor: plan of: proposed.tenan {.space Tenant space'plan With use of each room label) Exit doors,'egress patterns •:.New:walls, existing wall; and walls to .be demolishes Construction details •:Cross sections. showingwall construction and method c attachment ;for floor and *ceiling Energy calculations stamped by a Washington State.licens engineer.or architect Li Legal description f i Working drawings, stamped by a Washington State licensed t-- architect, which include: • Site plan • Architectural drawings Structural drawings • Mechanical drawings • Elevations • Civil drawings ...Civil plan Completed utility permit application I Six (6) sots of civil drawings NOTE: See utility permit application and checklist for specific utili submittal requirements one for entire• project) RACK STORAGE • Completed building permit application : Assessor Account Number Two (2) sots of plans;which include :: ` I] Building floor plan rhowing: • Entire space where racks will be located • Exit doors • Dimensions of all aisles Tenant space floor plan showing rack storage layout, aisles and exits. NOTE: Include dimensions of racks (height, width and length),; aisles and exit ways on plan. r--1 Structural calculations stamped by a Washington State licensed engineer (rack storage B' and over) RESIDENTIAL Structural calculations stamped b: .Washington State,licensed engineer may be required if structural work is to.`be done:(2 sets)r NOTE: If any utility work Is to be done submit separate utility perm applcationand plans REROOF.: Completed building 'permit aeplication;(one for each structure Assessor Account Number Narrative describing existing root, material:being removed,.an' material being installed. „ NOTE: :A:certification'letter is required prior to final inspection and sign off of the permit ANTENNAISATELLITE . DiSHES Completed building permit application' : FlAssessor Account Number •. Two (2) sets of plans; which include: Site Plan (showing building and location of antenna/satellite dish Details antenna/satellite :dishand method of attachmen Structural calculations stamped by a Washington State license engineer May be required NEW SINGLE- FAMILY DWELLINGS /ADDITIONS. Completed building permit application (one for each structure RESIDENTIAL :REMODELS Li Legal description Li Assessor Account Number 1_1 Two sets (2) of working din,' cgs, which include t3itis pion -- y (on,Jilin, snow Uascar mural: Io. ada • Foundation plan tniudn access to bulldin©, st,owing • Floor plan 'width and lenath at access.) • Completed building permit application (one for each :structure Assessor Account Number. Two (2) :sets.of working drawings,' which • Site;plan Foundation plan: •.Floorplsn • Roof plan • Building elevations (all vews) • Building cross - section • Roof plan • Building elevations (all views) • Building cross-section.... : • Structural framing plans I-1 Washington State Energy Code data ri Completed utility permit application. H Six : (6) sets of site plans showing utilities Building site plan and utility silo plan. may he combined. See utility permit application and checklist for specific submittal requirements 4 Structural. framing ptaitS•; NOTE: if any utility work Is`to bE (fond provide utility permit application :and plans must be.submiited : ..REROOFS. Completed building permit application.: Additienaltopographical and soils inforrriation maybe required if unique situ conditions AssessorAcoount Number Narrative describing :existing root, material being removed,,an material being installed one for each: structure NOTE: A :certification letter is: required prior to final Inspection and oil of the permit.. .t**k *** **k*k ***A'**• ************ k** kk **•k** *M ****kk* **k?v*A****** *•k CITY OF TUKWILA, WA TRANSMIT * ** * **k * * *h * * * *Ak * *•k *•k *•h ** * **** **A*Iv*A*•k *k** ** * ***k **A*** k**A** TRANSMI1 Number: 94000278 Amount: 112.43 03/10/94 09:21. Permit No: 094 -0079 Type: 0-RACK RACK STORAGE PIERMIT Parcel No: 102304 -9011 03/10/94 Site Address: 3314 S 116 ST Payment Method: CASH Notation: E. U. BRADLEY Irt i t: SLU h*• k•. M***• k********• k**** k*********** kkh * ***•k*h*4**k•k*kh•k*kA ** * *** Account Code. •000/322.100 400/356,904 Description BUILDING •- N0NRES STATE BUILDING SURCHARGE Total (This Payment): Total Fees: Total All Payments: 'U al ance: 1.12.43 112.43 .00 Paid 107.93 4.50 112.43 GENERA • 107.93 GENERA 4.50 TOTAL 112.43 CASH 120.00 CHANGE 7.57 9906A000 17:05 CITY OF TUKWILA Address: 3314 S 116 ST Suite: Tenant: E.B. BRADLEY Type: B-RACK Parcel #: 102304-9011 ) Permit No: 894-0079 Status: ISSUED Applied: 02/28/1994 Issued: 03/10/1994 ***********************************************************************4*** Permit Conditions: 1. No changes will be ma de„po4iie0,lan's,:,icn.”,approved by the A r c hi te c t and the TuKWIlkIiiirild'ffig—DINifett-in,i,,l‘ 2. A 1 1 p e r m i t s , i nskege7fOic r e cp rid , an ,All a p p roiieif*Tian,s shall b e maintained a v 040114 at the jpiS; sit!le;priorpto 'etiez.X4.art of any c o n s t r u sOte T h'e sei,..1d'oulne,nteaite to E)e1'.'; ma. i n t'afn'ad a v a i 1 a b 1 0 urVIA f knkf.,,,,i,n a:ep a'6t i on approval ' .=`!„feld)i'a,Pt e d 40:i.'P, 3. When specl:Wins‘peoi'ton' is , r.equ'i d d' ';e1 .t h ei the ,k413n e r , .a rob i tecitOfr em 41n ee r s.ha 1 i n ckt lfy the Tukw1,1 a fkeiildling-s?,:).,„i!:,,, :I) i v i s i ono`f a'Oi:),9 in'fment of the \serhfl6ect i on agencies '014 ior po.'sp,,, the f 1,00' bui 1 di'ng ,iiis pec tit on). Copes of al 1 t'ReOl'a).:::''' .be to the Buil,..siiiig Di v i Otin i.h,.f'e timely Manner. \\,\;Reports shall contain a4r,essW.,-„, proj.exit n a mo', p e'r m i t n iiMb e r ajisti'typ.e,,,of Inspection ibe i'ng ,4 V ' performed. '''4 ..., ..., .., 4. The Vijp" e ci.al.,,t1 nOpector:tha11 Oibmi t f,a „fl final s i gned rePorva4''''''''' P.'-- statIlhg whether the wOrk.,/ req4i r19ii5ec I a 1:::1„nspect I ohl was?:;'''..t.., to !the best the fisReCtql714 kn`oW.Aitelfdgp(,/ in conformance ;w1 01 ma riAnii p ppovis i on / of the l.19,p,',„ a p1:4-ziv eud,.:,p,ten i and iPeti'fi daVii on s ari'd i.t.'h e - e.jop 1 i cable Wort'l •4 5. Al V'O'ontt,t3uct ton tp51/ done !iiii:corif,C)rmanceFrwi with approved 6. SPECIA1.. ',INSPECTION OF ANCHOR BOLTS REQUIRED Elsi'-fNGINEERF.,7', Ed i tl5,n),i, iis amended by the Wash in'g'plon' 3State ':,0Crild i ngl:Co'de . .4 p 1 a n*1 and r'e, qui remien,tof,the Uni,fOrM:-;i136.4:1 dipg Code ,"19:1,,,,`,,`"'`,:i,, -' ' ,1 ■s M., ' . ,;,,' '''.:,•'•1.- ' 'V ..■ / \ • ,,s (...4 sPEctFcAtrpk, NO. C INSPECTION RECORD C Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 l63471 PER ."‘Z./ (206)_4Q-3670 Pro ect: Ar . Type of Inspection: _ .... . tr //- ,.,e._ Date a : .: , Special Insieis: ,-C, Date Wanted: --) —, ...., Requester: Phone No.: gApproved per applicable codes. El Corrections required prior to approval. COMMENTS: o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ace' 0.: e: 'INSPECTION RECORD, Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 e307 PERMIT NO. (206) 431 -3670 jo ect: // ype o nspe« .n: .- / • Addres Add re • �� 1y &Z // lam/ ( Date Called: e.4 -4 TnslTGcttllonss: Date Wanted: 3 ",' 6� am. p.m. Requester: .,/- Phone No.: (.,5,2 � ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: • �.CO ref —A e.4 -4 C,,, •_. %4 .'-', f--,4 a.4,-. %o A- L / / - -. / S 40 ,- .,/- r-1-1.____ . (.,5,2 � ,,� ' .`. •, C' /ce '-, C; �,�. .o , �,�.. &am.. 1 nspector: O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. rice. No.: • C) INSPECTION RECORD ..� Retain a copy with permit j •4 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., 4100, Tukwila, WA 98188 0077 PERMIT NO. ) 431 -3670 -Address: 4..1-? i /24}.,c/a) A Ld 0,10 �- (Ail rick 0 Ni' ! 0 SP ■•= t;TroJ ° Cla - ... _. 331 I e la Special Instructions: z-,) ;iAC-A-S rrrDV$34.7 : -:„;4- 6Geirt -); A "iP 13a t, Date Wanted: , le , 9 a.m., P.M. :.; � Pvl o cr- e (Nos ✓ 4 P s,-771„„ i : 6(.1 S i Tom' f o x _ Phone No.: . Approved per applicable codes. r., - Corrections required prior to approval. COMMENTS: f /24}.,c/a) A Ld 0,10 �- (Ail rick 0 Ni' ! 0 SP ■•= t;TroJ i�t -vrt r'- AVOLiCA,Yi' Ado L0d.v7(.?L -to1Tip Gu him ay.'. �r A (q Pt-LA iri S PA C ��',. IS it r 4 ct r ii-srP 13e14+ J fl-/r Ot-S, z-,) ;iAC-A-S rrrDV$34.7 : -:„;4- 6Geirt -); A "iP 13a t, 4., :.; � Pvl o cr- e (Nos ✓ 4 P s,-771„„ i : 6(.1 S i Tom' f o x _ - 36171 6; ,42L ❑ 00.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. fait "",'1!p�!.� r� �Y.''�.Q!fu►•�}rsyn�YyY{Y !. -7 77- „ ',77;711- 7*717:, • City of Tukwila Fire Department John W. Rants, Mayor • TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name F., .6. i? A t-) L. E (c.) • 3 / 6,1/7' sr Address Thomas P. Keefe, Fire Chief Retain current inspection schedule ) < 15 Needs shift inspection Suite # Approved without correction notice Approved with correction notice issued Sprinklers: // Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 57$4439 CITY OF TUKWILA RACK STORAGE DIMENSIONS LINEAR FEET X HEIGHT • — TOTAL X le9, 5" — L 7 s-o 7a5- x _ 30,4, x - x X GRAND TOTAL = 7qc; RECEIVED CITY OF TUKWILA FEB 28 1994 PERMIT CENTER 3(-2z,&,/ - 3 3 2 .s-c) 4/6:91.-\ 4ruy4kcal.„, cD, eis ^^- • + ; o 6 3 i -------- RECEIVED CITY CITY OF TUKWILA —FEB 2-81-994 PERMIT-CENTER ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No SUBJECT Joe NAME E• 8, ORAL -�Y Sib E RACKS 19°- I u& S 151 11C /E 3 19 1 UPS 57ANDARDS 27- // 5 J51.4 IC- FoICE : ( 1 S \ \- l7.3(1.o)(Z•15) L= b•1375t -/ fp DATE 2/J Z/ °.- SHEET / OF 51 BY NoT!~ : SEfc APF ,11)1)< A roe /NFO, >3y C4.ymeg ENr :'"E APF >4'D/' r'3 Fae -? AK. Cq/'/771-eVERe-0 -fl Ri'1CI kEGLIkAK, 5TbgA6c. reACK z•, EXPIRES ?i E ''o j CM OF TUKWILA APPROVED M, R 9 1994 BU tU LDING DIVI�iON trl efs- o0-10\ RECEIVED CITY OF TUKWILA FEB 281994 PERMIT CENTER ENGINEERS- NORTHWEST INC. PS. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560- FAX # (206) 522-6698 JOB No. SUBJECT JOB NAME . 6 ,13. 13R4DLele DATE 2-17-1411- 5-1-DRA6e "FACK 'rill:L-15 7- SHEET OF BY -ryPa A (4/5 vair. 13114) MC IZ. lb 5g101 r3e.- 12,1t, • 74,0 ov 41) i3c/e/0 a octzu.. „1>KP/AF:e74P 713 T3f4Ace Li.. 0 . .34 N ,.... 5R i ol r,c 11.16 • • • : :4 !..0's , • --; • , 4 ?. Di' " • (v/k•c4 9 • ft .0 LEV. ct, IC Joe No. Joe NAME • 13• VW/Pc -EY DATE - 212z/g4 SUBJECT e mm-avegigo RAC. r /mil F" SHEET 3 OF "1-IC " PAC-K3 13Y £J -y,»cg A 17 BY ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 N11,<// / IKN /!kP.k rji: 1•� 5P9 /AL /,t/M V• N ■ X • 3' 7YY. ARM (zzoo$ ) Z LAT 311 • CNCLO$e►il u tr L. /3/ MFR FOR P4RT3 ¥ PRo regr S ENGINEERS-NORTHWEST INC. RS. '159 WOODLAWN AVE. N. E. • SUITE 205 - SEATTLE, WA 90115 • (206)525-7560.- FAX # (208) 522-6898 Joe No. SUBJECT PRAM JOB NAME • C4,kf77Le1/16D. 7A c::: oco-T paint- 1 ! I . , r : 1 • 130T: ',Led r' I o • ! icAl4c RAck j ! .1, 1 I • • • • rmw RAJ • •••••..ltrr ..1••••••••■■ • 21?-21i - DATE „SHEET ST /Mr el I, TV!' 1. I c . . i I ! ; ; • . - I ' , 1 .. • ; . i . • ! .. 1 . • 1 , I I • 1- :., . 1 • ' , 1 . • . 1 i ' 1 I • i • i • o ' • , • i 1 ! i i 1 I ' I . . . I 3//;'5,6 wa...77 14.14; / /4. B017-7- ir a., 513,.. (e ,,f, ,e7•./D‘ 0111, , 13•77:, i-E4 • / •.5poc44/..• •bs/spacfrioN'iPele • -4..e5e)eiz5c. ,7ct; . , 1 1 1 ' ,i• ; 1 Cc-Mpg) e) • . : 1. : • : . 1 I • 1 , . : ; ,. ; • ; , . ' , . . . • . I . I • ; , ! 4, . • t • : ' ! i, • • • • I • I • i . , , ; I ; „ I . ; ' . . • i • • ! • , • ; / ; • ; , ; i • I I .1 • • ; .1 • j , I ! • 1 •1 II . — I • 1 • • ! • I • 1 ; • , • 1 • 1 ! J I I • I r • I • i • 1 J • — 1. : , • ; . • . : i ' '. 1 . ' ' . • I ! • • • a • 1 • .: . ! , ; 4 I I . • ' I— —I. • '. t • • • 1 • , 1 1 I. i ; • i t, • ; • I .1 1 ' t I I • , . 1., ' 1 : • • 11.. - I 2 • j 1 ; ! I I 1 . , at il. • I ' , • r . I I I • I .! . • .• I ; '. I I ; . • ; 1 / 1 1 r • 1 ! • , . 1 . i 1 1 1 ! 1 I 1 .! • . ! , 1 . • • ; , , . i • ! . I ; ; . • I ; ', ,. • ' ; I ; , .1 1 • • ; • • ; • :', j 1 • . • 1.. • ••• • ! • •• • • • 1 " ' • , • —I; • 1" ! 1 1 t r • ; „- I r ; ! • 1 1. • I • . I • • • • j • I • •I • • : • . ; . I ENGINEERS - NORTHWEST INC. P.S. 5869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No. SUBJECT Joe NAME E.13. 'AD/-EV CANTM -EVER D R4CkS (7 R A :ks) 1R-AN -.3 (-ryll ARM Cot 3 /1 k.,64 DATE ?x/7/94' SHEET 5' OF BY 2 400 NA R,M �S PP -ACeS' ENGINEERS-NORTHWEST INC. P.S. (869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206) 525 -7560 - FAX # (206) 522 -6698 JOB No. Joe NAME ��- 1 '101-- ' DATE 2-�7/ SUBJECT CANT /LEVEED RAC /w .JES SHEET OF ,4ftM5 (0„ 2Zoora k /.?.S /Mf cr = 275o1° BY G buiv= s.:s "4.• 524eLf Pt 7Z1R -� V Z7'So4 �ae�a v : 7211 62). 4.01 ,N3 .0 S7� .'. ok 214,00 / U. Zs" F L/242 Ole g 5 AR5 oK. A : fo.1962 11-1' �Jx- 24.Z /M� lie /47, o /N 64. 4.0, 3 /M i A:- 3.M £k= 11.4( /N4 5.7-. 4., /N' FY.: 3G g s, /1.46 /N • Z 25.04 /AI r7. 7.47 I,J #155664-fg- C°LUMAl /5 FUG/.`/ /..o4t Ds / /= S kZ•` e 84sc = 5 (2.2 "), Sz51 2a f375 1G -tf ti �d a 11vL /.131S lest fir, 20.570 (14, /4.3/ 5 ks; 24.2 ENGINEERS—NORTHWEST INC. P.S. 1869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No. Joe NAME 8- s7 A1Y. e( DATE -4/7/4 SUBJECT CAN7%l- ��/�Re17 RACt 5 Kt_ Z.!( /3.zs1) (iz) _ %7.73 4.'13 2464 0 _ •73 II ry 2.41 Aix- 96 OP/ rro/-l: ( M 4.4) 1,sz "' -t- o.es( 14•32 -) /z.s <i. L 52' z1.(n 1483 USE. SHEET / OF BY =100 /z.OS xsz p.'7 83 L 1. D •• Ok - - OZW4 /4 -Z� /•152. F 14.32 _ o.75 .. /. D plc. ,,,• / •-z.I.10 Co (/M/W/5 AR.a- oK 1345E• $ Iy = (o. 2 INU Ts • 73.7 /N S,4=- /10.4z /Ng rr- ale ksi M' z6. S7 5 #`'P zg. 157564 _ z ►. l a� ry a'. OK ENGINEERS - NORTHWEST INC. P.S. '869 WOODLAWN AVE. N.E.- SUITE 205'• SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No, ,Joe NAME e .P). f3RA17,Le.i SUBJECT c4A/ -eV' P SAC- -S 1L4 R/41._ Co" Z NO sr V 0.1375 la 0.1375 (z.2kx I.51Ze k. t Z�zr. e.zs' DATE 7/94 - SHEET 8 OF BY �• 0.39 0.3k ' e z.z 5.15' O2Ik z•z'- 3,15' 0.IZ` Qom ,Le✓VEZ w: h� (k) h c (10 c✓: 3 5 lv 2.7 z.z 2.2 2.2 Ta- 3.x5 5.15 a Z5/ 0.-751 f 3,251 7. IS 12.45 /$.15 23. eaS 29.15 C2cri A 139 o.Z. zo Q. 321 V� = a,V e/ Iz, p. ZI 0.30 a 3`9 • 0.41 9015 L 1, 0 J. 5/ Movircr £'/ hz 7(e k -{f �../ g("1.1'"' .7"z'.(5)( Z k•ff T M►c r / 0vr/e _ " ok ENGINEERS- -NORTHWEST INC. P.S. 5869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 . (206)525.7560 - FAX # (206) 522 -6698 • Joe No. Joe NAME E. Fes. 1312•401-e-/ • DATE 0/74- SUBJECT T7L.EV 0 517,Re46 . 12A CIS CaLuH'V /P. Lo/11Y REv -RSE 7Y'/ 7' O coLig / -t1" lovrx ▪ 2 e S75-1. /1 -'74 • x¢3.101 /4- ft fbt A3.64(,z- 21.641„ 24.7— +a, 1.82 asp (r j N -1) 1.82 0.B5(z1.64). 1.1i 12. 135 C 1., /41 * 3) s" ( stet /- -) 1. Pzt z1.la1 • 1.1 ..1'. 33 . ok 21.41 SotL SHEET 1 OF BY CcxuMM0ARE' ok 51/$.0:6,. (54-,48 dN G RA'DC M: Pe .) e- -• . ., 11 2-6 _/,3,c VAK1 , a"7` 1' r1 U x4- 3(4:-e) a 3(6,..5 ..1.3001' z = 5.35' pme-U Z-1' r. 2C/') . 7..2.f- 8h. - /. P13 (5.3c ks r A s.5i4 /1 c S" 1. 1zy ) z.z4. ksre- - /.33 ),zUk ,)p .t Dk jc L i31 ZCa2D psi' 4,c o meLG. 12 ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB NO. Joe NAME C 5. SRAM -C=1 DATE SUBJECT CANT /LeVaiszEU STORAGE }2AGk.S SHEET /0 OF 4uof-Sr G9se • owgruRN1144*: 7"oP RACK ew'-Y r: Movriz. 5,75' Ilk BY 13-7s a3 /3•7-5' Araovc F,N. rLR. Movrry a303•zs). 3.975 `{ g -re Tze frt, ,41= 2•Zk(24ZS) 5.1s k -P = , *r5 44.5 , A•pD 004.T3 00.767. S.xs' k k oZ G Pol_T's r. 0.313 00LT. Z- V' ///4-77 , GK-r ZG IIK ilk 6..j/17 -/OUT 5FtU /AISF ca.um /.5 J � 13.zs 10. 15) 5.7S' 3.251 ovne. a • z e f MR.ivir 1t(3•s')f ir(-1)- lis.s K- Pf I•SI"' ° `�•S3Y . �.I.ar'` 1.g4r 611044. PLAN v/gvi Es; Z. 0I ..O ENGINEERS - NORTHWEST INC. P.S. A' 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB NO, JOB NAME E.8. (3R Dz.EY DATE #/99- SUBJECT fl,M6E RACg5 SHEET /10F 1/S BY a-- C,e. mr'Sl S ENGINEERS - -NORTHWEST INC. P.S. ( 6869 WOODLAWN AVE. N. E. • SUITE 205 - SEATTLE, WA 98115 - (206) 525.7560 - FAX # (206) 522 -6698 — Joe No. SUBJECT Joe NAME ,E. FS. F3RAD -y S7c RAMC 1zALK TES /6N ,C_og05 DATE ?'//04- SHEET 12- OF BY PbR5r1c.. /J!"!IMAM- 5/-/ffEr5: Q . /I /z X,y r- Cs' w/DE) l 51/EET5 /oPEJ i,v CMA.)c) Zo UT- J//.G5 fC7e 57'774 CAE R4c4(.5 rzu PARTICLE ¢g4R1D PARTI rloN5 : 3•01-3s% (A) _ /•5psf' I "-rHicr.ive% CNQk 1?f5: zl (5.33 YI.SPs0(4-) : c ,rl z LL = z-0(/0( // li)(-S) x 5 1311 H16c' / pc " ... /3(9S'A A) .l 6 (/. 25) = 2,4 grg_r -7 ' M ° I455 v.l�(gzcoo� R =1354- p x 11 5F..4Io4- : Sx= 0.81387 /NY ok, (5-e-e /7PPt,v P1 i( , Pb C-1,4frERN:u_ PRc PEW ri S • A o. 2 4-'i x 11.3.1-1 Sk= ASsef7 /Nb Zu . 1.877 /Ne 3 PIN Cc & 1000*/ /' = 314 CAI°4C-114/ > R . ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No. SUBJECT Joe NAME 8• 5RADL6Y 51-1,gAtS . C 5 5.(0 Cc•7Z It pi-. 13c2.*0 x --- Y ivooi c -roP - 3331 e/6 34ow 3 nemnSS F7IZ c CoLUMn/5 x.0(5.83)(17 -- s 5f.23 wy A ,,,Jr = O. (56 p./ S(. O.GG t /N Su:: aC m/ 1.00to "4 Y-C.- I,o (S•83)(n) G9•54 cati/7R01-5 5(= 0,7s-7 /N3 Ty° l•0t /1U4 ry I.2 Pit 1.cP4 e rye¢2 WSJ Cyr II(a. 7 �l Fa = t 8.48 Icsi DA5Ed7 - rvrAt- ,c-oAo . 7 o 4.1 Ics: < 6, 1848 k si, a uses -- CASE(. 1'M1 4&AWCe'D 40A1).-: ,1,346/I tP- Z3'17 tt -ra 3. cs2 k:i hiL 03 frn)(5q 3') 1. 2q- Kst. ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 -6698 Joe No SUBJECT JOB NAME ' PJ t'/ - ( git,RA6 Ac-Ks (orb.J i) 9.42 l( /. z8) Q.ZS .G /.D 1 .4S (I - a -Ca 30.1-1 3.kzrt & l c. /9 L /.o.. ys.z DATE Z/7/94- SHEET /4— OF BY LArE7eA1 /% a r3.75 ) • a.1375(641o) . 13f36° W = 2000 4& ( c /ss 5 2p -F 309') G✓y= 58SrtDL- # 69311 3spe12.5' Znioe 11 215 Iste.31 vi wt..* 18 s p.r Gam} • Zzs Par t Iwo" 116104 1-6-1- ") / 3160 3' S41-So 0 Z4-3 215'1 2 2-St° V° Zo'72-0 o. 5 .37- 4-7/ 3 100 1Z-S' 67S? O.ZZS 2OOIs E° 3 v•DZa ?' 183 /NA- Uss. S Guar- 73 5 "DL-t- 841 F 245eLe 7' Movriv 61I3 H t ir= Z5o3• ":1 71.'4 IV; 1'4 4 v.vrc 1£1.IALLEA A Litiriq.:1.A:.‘ I ki 4/ri CI RIP I 10A lc U 01 2 a 9 .7 15 6 9 5 a 0 'rt * I T./. '.1 . T.4 !F. J. 4 M. li. I I it ..... • i. . Q ft k t i Ct A W. ) BO.X Off F7 IAD i to. t.e F8 ; .17,4 it IS ;thytffichor F .10 Y. Nichrmi O i 49.4 :eV t D :Dr If t T 1----tX RISH -20 IRI Veision 3.0 rnaineers Northwest 6869 Woodlanwn Ave. HE. Suite 205 Seattle. Washington 98115 E.B. BRADLEY STORAGE RACKS ., 5 CONFIGURATION lob Page_ jig .... Date Load Combination is 1 : 101AL LOAD +SEISE, Member End Forces Nodes 1-End J -End No I J Axial Shear Moment Axial Shear (K) (K) (K-ft) (K) (K) I 1- 2 0.26 0.26 0.00 -0.26 -0.19 2 2- 3 0.08 0.01 -0.22 -0.08 0.09 3 4- 5 1.18 0.31 -0.00 -1.18 -0.30 4 5- 6 0.36 0.34 0,60 -0.36 -0.18 5 7- 8 1.25 0.32 -0.00 -1,25 -0.25 6 8- 9 0.26 0.27 0.35 -0.26 -0.11 1 2- 5 -0.12 0.18 -1.12 0.10 1.11 8 5- 8 -0,04 0.31 -0.36 0.06 0.99 9 3- 6 0.15 0.08 -0.16 -0.15 0.27 10 6- 9 0.04 0.09 -0.09 -0.04 0.26 Load Combination is 1 : tOTAL LOAD +SEISC Nodal Displacements Moment (K -ftl -- 1.34 0.16 1.91 0.60 1,67 0.50 -2.03 -0.51 -0.50 Node Global X (in) 1 0.00000 2 1.39668 3 1.63280 4 0.00000 5 1.39694 6 1.63232 1 0.00000 8 1.39106 9 1.63219 Global ) lin) -0.00000 -0.00096 - 0.00120 - 0.00000 - 0.00643 -0.00752 - 0.00000 - 0.00459 - 0.00536 Load Combination is l : 101AL LOAD +SEISC Reactions Rotation (rad) -0.02655 - 0.00736 -0.00136 -0,02923 - 0.00296 - 0.00088 - 0.02801 - 0.00443 -0.00091 Node Global X (K) 1 -0.25959 4 -0.33159 7 -0.29682 totals -0.88800 Global 1 Moment (K) 1K-ftl 0.26169 0.00000 1.78036 0,00000 1.24822 0,00000 3.29026 0.00000 .Au s-nc -,La aR.C^ or APR./69 @ni s 1 iM T Is REouc :?2 -Tv K{SA'2D <81 Ye/s\on 3.03 Engineers Uo|thweot Joh 6869 Woodlanwn Ave, HE, Suite 205 BRADLEY SlUKA [ RACKS '415 COH[0U8AI0U Load Combination is 0 : C0N Member End Forces Nodes 1-End J-End No 1 J Axial Shear Moment Axial Shear Moment (K) (K) 1K-ft) <K) |K} (K-b)- l 1- 2 0.62 0.26 -0.00 -0.62 'V.|V 1.32 2 2- 3 0.16 0.02 -0.38 '0.16 0.14 0.08 3 4- 5 2.67 0.38 '0.00 '2.67 -0.31 /.YY 4 5- 6 0.0 0.34 0.60 -0.54 -0.18 0.62 5 7- 8 1,64 0.35 0.00 '1.64 '0.28 1.92 6 8- 9 0.35 0.32 0.49 -0.35 '0.16 0.59 7 2- 5 '0.17 0.46 '0'94 0.14 1.48 -2.64 8 5- 8 -0,06 0.65 0.05 0.09 1.39 -2.31 9 3- 6 0.21 0.16 -0.08 '0.21 0.36 -O.@ 10 6- 9 0.09 0.0 0.01 '0.09 0.35 -0.99 Units Option : US Standard AlSC Code Checks : 9th Edition AS0 C. i, Deformation: Yes P-Delta Effects : Yes Redesign : Yes Edge Forces : Yes Node Boundary Conditions No X-Coord Y'Coord X-dof Y-dof ' Rotation [omp. (h) (ft) (iV.X/i8)--(i0.K/iU)~-<r.K-fi/|) ([)- 1 0.00 0.00 8 K 0.00 2 0.00 5.83 STORY } 0.00 3 0.00 10.50 0.00 4 7.00 0.00 K K 0,00 5 /.VV 5.73 0.00 6 7.00 0.50 0,00 / 14.00 0.00 8 K o.VV 8 14.00 5.83 0.00 9 14.00 10.50 0.00 RISA-2D (RI Version 3.03 Engineers Northwest 6869 Woodlanwn Ave, NE, Suite 205 Seattle, Washington 98115 J. BRADLEY STORAGE RACKS 4/5 CONFIGURATION Nye /0 Oate Material Elastic Poisson's Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fy) (Ksil IF) IK /ft3) (KsiI-- -- SIEEt 29000.00 0.30000 0.65000 0.490 42.000 Section Database Matl. Area Moment of As y/y Label Shape Set Inertia Coef (in"21 (in "41 COLUMN STEEL 0.66 1.090 1.20 BEAM STEEL 0.94 1.817 1.20 1 J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway 1 J Length (in)-- --(in) Itt) l l - 2 COLUMN 5.83 2 2 - 3 COLUMN 4.67 3 4 - 5 COLUMN 5.73 4 5 - 6 COLUMN 4.77 1 - 8 COLUMN 5.83 6 8 - 9 COLUMN 4.67 1 2 - 5 BEAM /.00 8 5 - 8 BEAM 7.00 9 3 - 6 BEAM 1.00 10 6 - 9 BEAM 7.00 BLC Basic Load Case No. Description load Totals Nodal Point Dist. I LOAD AT 2110 LEVEL 2 LOAD Al 3RD LEVEL 3 SEISMIC 3 6 Member Distributed Loads,BLC 1: LOAD Al 211D LEVEL 2 2 Nub I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location (K/ft,F) IK /ft,FI (ft) (It)- - -- 7 2 - 5 Y -0.185 -0.185 0.000 1.000 8 5 - 8 1 -0.185 -0.185 0.000 7.000 Member Distributed Loads,BLC 2: LOAD AT 3RD LEVEL RISA-20 (NI Version 3.03 Engineers Northwest Job, , 6869 Woodlanwn Ave, NE, Suite 205 Page__a_____ Seattle, Washington 98115 BRADLEY STORAGE RACKS 415 CONFIGURATION . Memb I J Start End Start. End ' No Node Hods Dir Magnitude Magnitude Location . Location IK /ft,F) IK /ft,F) (ft)• IftI---- 9 3 - 6 Y -0.050 -0.050 0.000 7.000 10 6 - 9 Y -0.050 -0.050 0.000 1.000 Nodal Loads, BLC 3: SEISMIC Node Number Global X Global Y Moment (K) IK) (K- ftl-- -- 3 0.061 0.000 0.000 6 0.067 0.000 0,000 9 0,061 0.000 0.000 Member Point Loads,BLC 3: SEISMIC Memb I J No Node Node Direction Magnitude Location (K,K-ft,F1 (III 1 I - 2 X 0.072 3.000 3 4 - 5 X 0.072 3;000 5 7 - 8 X 0.072 3.000 2 2 - 3 X 0.157' 2.170 4 5 - 6 X 0.157 2.110 6 8 - 9 X 0.157 2.170 toad Combination Self Wt BLC BLC BLC 'OLC BLC W E Ho. Description Dir Fac Fac Fac Fac Fac Fac DYHA S V t TOTAL LOAD ISEISC 1 1 2 1 3 1 2 CONN 1 1.5 2 1.5 3 1 ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 -6698 `-- Joe No. JOB NAME .8.73 r6RAOL-esi DATE ZZ SUBJECT SHEET OF BY C/IECK & i 'Rsr . 2 . I s '`` x,,45 e✓ CNezk ea.; t6= L.IY(lz) 23 Icst may= O.6(12)1.33 n ea en 2 M- l.Rl I" -ri e-� � .-I 5 0.!Qst, r 2.7/ Ids; R- D.7z-7 31. 53 k):. 2."I/ O. L (3/..s-3) s e:).1 ' t I. ox/.33 (8.40 /I_ �!, \z�z (Ez.vM //-- 2) 2-71 -t 31.53 1.35 A. 1.333 F ■/DJc,/./. CI:to Co) Cow: /: 9¢ k--( ? /•G G.FS- z.01 a�-14 -p /. efl e FS= 1 .07 Units O: Li. : US Standard AL SC Code Checks : 9th Edttion ASD Shear Deformation: No P-Delta Effects L. Yes Redesign : No Ecige Forces : l'lc) A.S.:C.F. : 1.333 L/nc1:l;i rrc:!r:�rs Northwest 6869 Wood7arrwn Ave., NE, Suite 205 Seattle, Washington 98115 STRU1:AtalE RACKS BRACED FRAME 1 job Pagbl Date Node Boundary Conditions No X-Coor•d Y-Coord X -dof Y-•dor Rotation Te ..._.. - (ft.)_.».._...... __. (I:t•) ».-_.»._.(•.i.n,Kf•:in). _.. »._.(in•,K /:in)_..__..(r�,I -ft /r'.). _...._.. -( ___.» _ .._ ». 0»00 0 »00 I: R C 2 0 »00 J. ..00 C 7 0.00 5.00 C 1 0 »0() 10 »00 C 5 4.00 0 »00 R N C 6 4.00 1..00 C 7 4.00 5.00 0 8 4..00 10 »00. .. C Material Elastic Poisson's '. Ticrua I Weight Yield SLr Label Modulus Ratio Coefficient Density ».. �• (K :l ) ». ... ». . _. »» _ .» _. »... ».. _. Den s. ► L ) ( f (. ) .»»» »»_ »(K /: l3 -- ..»» (Ks i) - STEEL 79000 » 00 0 » 30000 0 . 65000 0» 490 50 » 000 Section Database Ha•L 1 » Area Moment of As y Label Shape Set l nor t 1a Co e• F COLUMN »_......_»».._».»._.»»....»._. .. ».....». ». ». ».. ».....'STEEL ». ». ».. 1.00 :i. r► 1t,000 1» 20 . BRACE STEEL 1.00 J. 000 J. » 20 I tiJ . :l Releases 3 End Offsets No Node Node Section" x y z x y z Sec away .l 3 Len Y :I. 2 2 3 COLUMN Y 4 3 •••• 4 COLUMN Y 5 4 5 »° 6 COLUMN Y 1 6 - 7 COLUMN V 4 6 7 - 8 COLUMN Y 5 7 2 »• 6 BRACE .I. .I. 8 .3 _.. 6 BRACE 1 1 5 9 3 - 7 BRACE 1 • I. 41 . :LO _. 8 BRACE 1 :t 6 11 4 S BRACE • .l. 1 4 »... » »,.. 13l »C..,....».. ». .. ».». Basic Load rra;,e.» »....... »_..� » »... »..... » »»»». » ................».L.orxd Totals No. Description Nodal Point (Dist:.. »..».1 ... CASE 1 T l» •I• al:. x :aM :l is ». ». _...»... •... ». »._.. ». »........ »...... .. ».... 4 » ... ». ..». »...,. » » ». »».».... ». I'° I K,,11 114: ( I ":. IV(JI I:I lw(t'1.: 6869 W ood l ar w r Ave. Nt" , Suite 205 .Seattle, Washington 93 115 JO O__ E °_ :Yf F ORAGE TACKS BRACED FRAME .1. Nodal Loads, [31..(; 1: C:ASUI 1 f 1...•I+3l:.l.SM:i. c Node 111.nn1:)el• Global X Mobil! obii.1. Y Moment'. �1 0.'14J1 - J..575 0.000 0.441 «.I. »575 0.000 0..000 -1.5/5 . (.) .. O0O 8 0.000 -1.575 0.000 Load Combination Self Wt Lal_.0 Ftl..(.. UI..0 BLC IJLC 1�1« No. Description Ia.lr^ Fr:: F c: F;:tc:: Far.: C ";ac:: Fac.; DY1IA 3 .a 1 `I'L •F'SF I SM I C .1 i. ENG INEERS — NORTHWEST INC. P. S. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 -6698 Joe No. SUBJECT JOB NAME.. IN.04eD 7i2 /05 Iv1 33''� V =o• /` %V DATE SHEET Z''OF BY 4 AcE cNec-K e. »' ': NU K L 1'ritt9+3 1�c = 109.7 r .i Vol Cc: /a7 13. SS k5: .27a 0.74 .:ok. .LSY 1)/A Gc-NA' /Ids kL 5.(.S4$1 me, .: Pa° 6.02... ' .9sel 230'4 comp d.gk : o 0.1k.; ea . K WoRsl' (456 c iiT HA. 14Nri = tall' •1) -1 501 -(1) t 02-'3v � 5s(.15 Nuvoc.. 075xloxl•sS) f 236N4,.7 ,S: 3101 1.4, 5 >/, ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522-6698 --Joe No SUBJECT 4' JOB NAME ���� SRADV..8/ DATE 7 /2 /f SHEET L' OF BY 119° (tit I'J7 V= 0.131C (w) =v.13/ t.(st36 ).: '7Ot; 333p ac4c Lt3v wt' il:. li+ti�i evsko.i / zTIC '?c7S v.2-S7 L Zoas 7.2,3 (6934- o. cite 3 -t (z.'. Gopt. (,.2113 24111 '-V IBS I ) t!;tJ� fr 2. '37 P.)4 3 1,47, 7-40vrao 5zo+ Ft-f-"/ tits r.-}. 111214Fir- '7 3-42. 0-4 FR4uate, wt r rsn x NET Aks1 0.243( 7.3 G\ G7° ' Z./4;0(0.43A ?Jilt 3(44 1,)t•Lz-s t) f ( Z3(0 /A' • �sr� 4u y d, X 117/4) fe 70t: 771//s ASSu,Iprt a+J Is C s'sS V/77 / vE SIN !S Iii DEEP w z Sat of 139i4c/NG. CT r- - Ti off- sWLLti, fit✓ 7 over —rZ (Z✓� Nor41 Alsf No ov1x. ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522.6698 \---.Jos No JOB NAME • /3. R40GEY SUBJECT DATE 2 ZZ/1.4' SHEET 2-4 OF BY C /,/ECG 5443 DIV 6/240a : " 54 .413 an, 5g.40e ,L /G), e, -wi.' x wrr4 • //Awl = (Co"-t- -s ��� S.) x C,,,,,' 5"-t- s) : 1.111 ;` L 44h oW Solt_ 1384'= 2.5 sf pox= C �-lEUc �l (p,' v • G + 1 7 P (S9 r rl)S-ezzlY". F'ecat-= 3. ZZ.1` , 01G 5L-Ai3 Voes MDT MI V n SPA& 4 s 4 - F76 414E21 1.3 1�L rr = 1,131 SZ_Ap As VI RcJNF FIG: 60vcrL 3•Z_ t ((.,� q.3 1,11x/,13 ePic 3kt� Coct MAN T ckAfess. /kr 1,(p) _ 0.9 t(0.0) Q + L -,_, 0 4+ ' • K ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 • `-JOB No SUBJECT Jos NAME -73. R4Di-G-f ANalx A Cs9ivr /LaVEI.ED RACK DATE 2.11.,7,711 2.11.,7,711 SHEET Z7 OF BY CLYMER ENTERPRISES, INC. Design & Manufacturing of Material Handling Equipment 202 Griffis College Road • Pander.. Ohio 45877 419484.3211 Plant • 800-4484784 Salo & Engineering Date: _____________ The following information is being sent, To, FAX No., n/v7 -52 From: BOB CARLSON FAX No., 419 - 384 - 7239 Total number of pages including cover letter: 77 Please confirm receipt to inform us of any discrepancies in the number of Please call, back A.S.A.P.. Messages, flA Iror4 ••••■••••■■•■••■•■■•■■••■■.,,.... ■•■■•■•■■•••■•110 ■■••••••••■••••••■•••■•■■• ...M.■■■••■••■. •••••■•••••■•• %OM I.= 1.•••■••■•■•■ r � G �-1 1...tRED BY SUBJECT 1"' • 14 Clyrei-.Enterprises, Inc. D6sKCN t t.ANUFAC1Ur1T o of ;WE Poi HANOUNG EOUPMENT P.O. BOX 2ce NOUTE 12 and CMWFIS COLLEGE f1OAD PANOOPA, 01110 oar/ ENGINEEIUNG DEPT. ayp SKETCH NO. _ SCALE CJ a 1 V' L ' 1 l a t . 1 , : ! I I s • fl'et,'A H. I :; .! I ‘1..-'1 1 i .1.. , i . . , I ! I' I ' I Li ' -; (((7_ - , 1 _��'� ; _I _` 2� 2. —tom --� ^, ILI; ; �I,,.� I,� I t ..-.........Y1 Imo_ j / �11 � , ! I 1 i i .; _ ; �. ?3 'ti , ./ . I ICI. , ' 1 .— 1 I 1 ' '•. I i I ' I ' I • i I t ' I' 1 I - ;- 1 i. 1 ) i• I 1 ( 0 I . 1 • I I I . I N, I • 1 ! ....1....._.L. • I i ■ 1 r—t I. 1 I I 1 ; 1 1 I : 1 1 1 ! i I , :, I I 11 1 I= ) , I I 1 • I I I; I I; I I 1 1 ; 1 I I • 1 I 1 1 I I I f ■ J t I { 1 ' ; 1 1 I ' 1 ' I ' ' ' ' I I 1 i t I . 1 1 1 1 ' I 1 1 1 i L.-. 1 I '' i , t I I i 1 s I,• . � I d _. 1 1 I , • 1 I , I. i 1 i. i ; I { I I ( 1 ' , i '....,� ' I I I I i I I ' ! , ; �ff /JJ�I 1.-71 ' I 1 ' 1 ' 1 i 1 : : 1 • ! 1 S I I I i 1 1 1 ;. 11 ) : I 1 t r 1 i I ( t 1 1 I ! ; ' • • , i. I i 1 I I I I I(_ i 1 • i I I I I,, 1.i j I1 1 I ! I _ I i I.,...1 4 ,, 1 I , I 1 I ! • i } ! 1 1 ' I , I 1 I, I :' 1 ! H i 1 ! 1 I i ! ^•.,. -1.---1, I I ! I t , 1 I I , '' 1 ' i 1 : i I ' 1 ! ' I ! ' , 1 1 , ' ' — •---1 • I1 1 . I ; ( . I I 1 ' ( ' , , I I1- 1 1 1 , I �.. 1 --r- i 1 1 t..__1 � I I t ' I i f i I i . 11. i I I. ) 1 1 1 . I T, 1_Y_ DATE 1 5 - RED SUBJECT • ° W Q1 Clymer Enterprises, Inc., DESIGN & MANUFAC1Uf11NO OF MAIEAW.11MtDUNG EOUPMENT PO.110X266 I1OIJTTi 12 and CI1AWFIS COLLEGE IiMO • . PANUOM. 01110 4507 ENGINEERING DEPT. SKETCH NO SCALE SINGLE SIDED UPRIGHT w TAPERED r 6 6• N \y. -- a OA. �JB" 63' i TO TOP STORAGE LOCATION f L ARMS • CTRS., •2We›., • PER ARM 3C WT.. CAP. � A- INCLUDING BASE DESIGNED FOR R ,14 t" By PROPOSAL No. DATE 7411/1' 11/1' P415..- r1T Ir* 41117 T- +rrt-rit,nYt-•r• T.ITr. CANTILEVER ARM - TAPERED akd 01_36) J�^,Z 4 /.. Mao rr 51 yi. LOAD CENTER 5.. CLEAR WORKING STORAGE WT. # INCLUDING PIN & RETAINERS IA- CAP. '2200 # my 31 I -- LOAD CENTER DESIGNED FOR By PROPOSAL NO. 12- . P. DATA 4 1 • 4T/ � §f12 1'L 21) I :f1,1 ,t1 1) ;its 1 7 U • �If,'.v ri.•i: ,,. t'f .i ?y (.,f!,j N.t. +.•'1..�•.r, -;Y,• 'S�'i ,t `.1 %v;!: r• �'�i:; ;v �, ±'J12..'!" •. ;. •'- ! r; n, )• t, "•t J :.f 't 1.� !? •r;4;r L't•a■•••■■r ' • � ,5 ��1 � .'qtr :. E VERTICAL BRACE PANEL ARRANGEMENT FOR:. UPRIGHTS 16► =O" HIGH AND LESS • C -...._ -r`(l' . - ( • O. -t1)- • ...r..__..... j VERTICAL BRACE PANEL WT. DESRGNEP FOR By . g P • PROPOSAL NO. • ■ I ma i 7 ENTERPRISES. INC. .ew .•». ;.o-.r..•�:..w•v.e....•...,.wa ...rvY+ a.YU. .J.r rrlr' n; hr: xrr.`` uH: R• f;` N: .vnrn�,v...nMmh:.•a.'1:t.�..•»r ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB NO. JOB NAME • P>• eiRAOLAY DATE Z /Z/ SUBJECT, SHEET •7 S OF A/ 5P�E LOCK /A/FO. BY rr a�? ff ri x1 ... i Aar sr. MIA r AIM 07/14/92 14:36 Id I LSONART —I IORTH PLFINT OFF ICES -+ 206 522 6698 wnsonaar. (t ) DECORATIVE LAMINATE RALPH WILSON PLASTICS CO. 10501 NW H. It. DODOEN LOOP P. O. BOX 6110 TEMPLE, TX 76503.6110 (611) 778.8833 Date: FACSIMILE ROUTING REQUEST HO. 684 001 Time: S , / pm Please deliver the following page(s) to: Name: Company: Fax #: Phone #: From: Department: Fax II• ,(8l7) 770-6714 0-6 14 Phone #: (817) 778.6933 r 1'"ve COMMENTS: f ) —' U vFi C *%rt �. ,s "X761 M- 'it'Y 9 &" t t st: qP‘t 1111" -~ ba( I. 2 K ) -" ,, ,. 16t I-17"Y 711-C' w141 iiT b�rfl.' 5& 1 6' ROW II r' l g .y, t �• Lt. kt 12 ` to 011-1 , `tip e.F,n s • .3 . 15 r k 'E7/ n' ' " ��.y f �-�-n ���.. 304 . S,,� 71‘ 6'1 roir tve-rtrca r Y l ' C A ri . u .m O W2) 5"i. 5/1.5"K /45"?0,5"-- 4S5" K J 51( K1,51%, )46 d-?\ N \ ar h .3� tt W i al 2- /Ylfi%''i'r^;:1 1 91 k tI t 6` h 1. JvL 1 - 1 :07.: 11• -1u rr,ulI :4 11'... 4•4 a. • spaceIaiL DIVISION OF . "FAX" Tn. gl MARYSVI.LL; , (31 I FAX (3111) ! tfi /AS _I 2'66 —52-2— MI ) 364 364 d 6, :) 8 48040 7421 -5610 3 TRANSMITTAL COMPANY: %it- PEI:, DEPT: ,SA, cG (k Cyf6 /1) FAX )/i a. FAX NUMBER: FROM :• . Wit -'SO`o REGARDING: �J '''rs�� -'0/3: J DATE: ' ,'-15-55. 4 X2..7". i- rOzt.I►? :O_,_._/ZAr r' • , it MESSAGE' 1 • pao-St 7`(c; iA) o ✓1 1g%L. ;IPi 6(9 o 6 r" ' 45X. 6 f 1) goo :lc wr 5rt�r.�i-2. ; , � ,,:ila / : no-s, cs Ai e• .l- 4./ r! / i vex 6%bQ . 1f'', p -. t53i 6` 0/ 2. o F 3 4 - l ,�?, - . �C``..� -ern-• 'i .r' �r 1 fj • /�I- \;_-j-- • a • �#,.•� - rte i/' t I !h p a , • I I NuumhAr of pages befog transmitt& d by FAX (iacluding this r if you should not receive all of the pages indicated above (313) 364-7421. I MANUFACTURERS OF MATERIAL HANDLING STOR.q„1, covor shoot). please call SYSTEMS / JUL- 1:1-1y's4 10; lu F- Ikul'l .I- '_h I I•U1 lu Spaceaak, A DI%'ISVON OF EEM • "FAX" TRANSMITTAL • y 1 eUt:• .• c'aGG:ru 2420. WILLS,, P.O. BOX 249 MARYSVILL MI 4.8040 (31i) •304 -- 7 421 FAX (311) 364-5610 :!1/ti 7Z5 iV 47/ Lrf.e;-i` DEPT, — - 'l0PClC ll6iN a /NE • FAX NUMBER: oH- wr " 52 2 -' tem / u FROM' '[AIX Ii(1c..eric' DATE: ?-/5'-9 �. REGARDING: f to 1 L 1172-7 >" 3Y1-- f1f -f: j2./ S . a. /X- M . s MESSAGE: FO2,C- 0J}J.6._. /A) FU c cdtoc tC77 u (44 Z -- 867rarc 0400('x/ -7-- 7y/ IS 3 '�:7- 0 --,r • l'AdirS Th V %du`'t" // — T6.-' D .4)2, ON �.� e.)-p "0- r 'L 17761� ,, &eider /2- — •`•.'1 V7M //:€0/0217F5! .11-h10 57Xr g411141 . Pct)ga" / 3 - 5 tt CY/ »4J Pile frni6-.5 OP /61.5 rte„ ..�- ; _ a . 5P- c. r/ Alt) 5. l t:L' ' MM.! -T /{ 6• '' /A)Cz- s,0 CESTS 50 7 / ' ec. -56-t1 /. ie4( ,� { I►04 . 'c 77,')74 -C-, 5 u C-7 n�5 - c. ✓ /36 . .Uss ,. • • 14x1Y 7't1fvd jgec, t,r- P' V6 1..v i✓Z)-5 r. a, dee 065-;yr m''• Y)Q-r...a — f}� 2-1.11 ;G- /Tze. ( - O: ) 2-o).-f �ti ozu v>i/ I%J ' Number of pages being transmitted by FAX (including this .,:aysr If you should not receive all of the pages indicated above, (31.3) 364-7421. • AIANUF'ACTURERS OF MATERIAL HANDLING S1'DRA I t. I- 1?b� .5'6) sheet). please coil . ',.E SYSTEMS D' I. 6 Cl 141 yid . JUL`1to-'1`.IOc 1U; _,PHL.t I'I-dl 2 ,yt+,Yir.; "" i•∎•r• ,..n.. .w,.o a .,...w..,..... • . IU JUL A :0' 1U. i suit 1W Lbo .U.j .11 (.....•••■•••••••r••••••••,....7 • • 11 ;I. • • • S I I • • .• • ' ••• • • •• • • •• ••••• •••••• 0. • .1,0 • . • 1 ,• I. ••••••••• I 2%1 [61 •••••■■••••••■•• ES 15/8'‘X QTY. 00 • 00 •••••••••••••,.. t••••••••■•• •••••••••• • • I • •••••• • •• • ••••••• e•• •••••• ••• •• •.• a• •• •••■••••• , •■•••••■■••■• Spac0 ah IN was Sr„ MARYSVIL 4d040 OIVISIOPt OF El POST SCION ••••••■•••■••••,.• JUL-15 -19'Jd 10:41:1 cU hhut.t . to 9: JUL-'j ,—i .. lU•e.0 I'!NUM INC. MATERIAL HANDLING ENGINEERIN 'j1 CONTRACTORS LICENSE NO. 432725 q IU TEL; (818),$,f,2•1162 • • MR . " DAVE WEAVER , SPACE RAN DIV. 2920 WILLS MERYSVIT:L.E, MI 48090 SUBJECT: BEAM TO COLUMN TES S. DEAR DAVE, DECEM13O 19, 1989 FAI : (818) 962- 1279.... • • • PER YOUR REQUEST, WE CONDUCTED TESTS ON THREE DID "FE72ENT I3 ' AM CONNECTORS 'Q DETERMYNC Ti E MO!I"'TT CAPACITY OF EACH. ATTACHED 13 A COP' i�' OF 'ME TEST R `SCILTS h1iICH CAN BE SL iMARIZrD AS FOLLOWS: TEST #L STANDgRD 3 PIN, '10 •GA. CONNECIOR ULTIMATE MOMENT CAPACITY a 31,050 INCH C'0[fif RECOMENDED DESIGN 'M0, ENT = 15,000 ITCH P0UN 11rS s. Z.o HEAVY tOTY 4 PIN, 7- GA1' A4PN, i"EC?ylOR: ' •. UGT`1MATE'.14D M1 'T CAPAC'ITY•fa 7r^rA5,300 11';11 POUN >S RECOMMENDED •DES c�1': 1.•'. ! Y %f � ; �,.,; 21 0(i0 ' I�'CH i'CX1N S �` E •q 4 , :• •, rt;' :; • S./S2 WtTI -1.49 1' ` r'.TIC}0 rEP, BOLTS TOP ' 11IJDr, ItiPrOM ., •,• - Tt..s'r2 'r s'r.. :3 UL . IfAT. �d0«VT Cr n TV;, , ' 6 0 a 27 54 1: � 1P� 15 , , � .' `" t`'; . i2EC0>i DED D�:St !'$ hSd! 'T =• • 4.30 IN 000nINCH PoUN 3.'. g..0 ' ••: t' ' ■ I .:.: BO � ?.+:J.•J ' L �� I�C'ASEG 8! ONE T:7�!:, FOR .SI�Sw, LaAuxNU. �r. 't ro RAVE 1^• OU SrioNS , } .FAS" C;::4,:, } • • . • p.:400 10 L►r i ,I ' .2•' l• / • . • • • ,.. . ... 4 o .16 • S. r'i i "IT?: i • " • • • } • •. '1, ..,'.ti+ • .1. 's : S. JUL-15-1V 1U:21 •Fllul•I 5PHv_E IlfdG I r.Ut:, • �� -� Twin Labora ria� �/' Zvr, itZ,i Ca[L fo,n , ;I I. q TESTING 3310 A(pon Way Long Ouch, CA 90806 Mail: P.O. Nut 47.90(101 (213) 426 .11SS (714) 828.6432 FAX (213) 426.8424 REPORT OF TES1 1514.0 North Susan St( et Santa Ana, CA 92703 (714) 554.2645 . FAX (714) 654.4960 SEIiMTC INCORPORATED', Materials Handling EngineIring 14160 —H Live Oak Blvd! i Baldwin Park. California })1706 it MOvrEN'I' CAPA.0 I T. OF PIN CANTILEVER BE USED IN STEEL SPACE RA4S December 11. 1909 •i I I • TWINING LABORATORIES OF SOUTHERN OALI 'ORNIA. TIC C. .TEST RE )RT NO. a9 -51; 36 rl r34,Em.. M.Baaem Mechanic gnopial rohmah Teat Engil T'aA N i nn cer ion JUL- 1:0-177c lli•al rl'.UrI :.1 Ht.L it1d: lu I I- Twini ttr La'barataries �,f .SotxchLtn eaf�fo,<nt. =; �.J 'WING 3310 A1�poi1 Way Long Death, CA 90006 Man: P.O. 904 47. 90801 (213) 426.3355 t /14) u2u•ti4: 2 1 AA (21U) 4kb.44.44 DeceMber 11. 1989 OBJECTIVE ��. 14.0 Nonn Susan r ect SanIa Ma. CA 92701 (714) 554.2645 • FAX (714) 5544900 • .1 1 Project). . #.,.89-5236":, Pagel 'f.:12 • Determining the moment capacity of cantilever steel be0 (different sizes) with different installat4Ion set -up. SPECIMENS I DENTI I'X.rA.TI ON i SIX 24" long x 4" x 3" x 10 gauge. "C" shat ed., steel co1)lmns with "tear- drop" slots of 1 "long x. 0.67" me X, dia. x 0.1'2" min. radius. The sluts are designed to receives three or Ilfour pins on beams. a snap -on THREE 24" long x 4" x 2.5" x 13 gauge. "Ho low L" shape; steel beam with beam clips having 3 'pine for attei chment to tlt columns. The beam clip is to secure the beam to the column (to a certain limit) in case an acting upward lifting foi�,ce on the be The three pins are placed 2" center to center on an "L shaped steel plate 6" x 3" x 10 gauge completely l'elded to ones end of the 24" long steel Beam. I �I Each pin has a length of 0.'581.5" x 0.577" nkax. dia. x 0, 431" Ilan: dia. THREE 24" long x 5" x 2.5" x 13 gauge, "Ho low L" shape; steel beam with beam clips having 4 pins for att z chment to th columns. The beam clip is to secure the beam to the,(7.olumn (to a certain limit) in case an acting upward lifting,forice on the be m. The four pins are placed 2" center to center on an "L" ;haped steel plata 0" x 3" x 7 yttuye completely Wded to one: end of the 24" long steel beam, I Each pin has a length of 0.654" x 0.577" me‘x. dia. x 0: 31" min. dia. JUL- 1:r -177c Iu.. TESTING I'I'UIY 4 I•P_I. 1•., d. IU �•._.! r�.:..4.�.•_� •Twiriri. Laboratories f -s-" � Ctl Cattfov , ..1�. 3310 Airpoll Way Long Death. CA 90806 Mail: P.O. tiox 47. 90801 • (213) 426.3355 (714) 036.6432 FAX /213)426.6424 December 11. 1909 • R:EFERESTCE II 1514.0 North Susan Sill Sanu Ana, CA 92703 1 (714) 554.2645 FAX (714) 554.4960 • Project: II. Page .3 • . 1. Request from 9EIZMIC INC. / At E. Fatten t:' perform lal per instructions. TEST PROCF.IDUR The steel storage racks were tested on Testing Machine. a Un'.versa 1 Comp! A special test fixture was used to. hold columns in a vertical position. Three 1/ Loading was performed at a speed rate of at top of the "Hollow L" shaped beam. No deflection gages were used per client photograph 2 3 4 5 6 7 8 the tested "C" 2" �lo 1 is were u! 2011bs /second.' PHOTOGRAPHS fl. scr .ption_ 3 Pins Peat test sample t1 after testing, sh fling fallura at pin's p1 3 Pins Peat test sample 12 after testing, sh sing failure at. pin't 111 3 Pins testing saaples 11 and 2, showing fai :re at the "L' shaped pig Columns used in testing the 3 pins beams, shiNing distortion at 1st 1 4 Pins Deal test sample II after testing, ' di ng failure at P in's P� 4 Pins Ream test sample 12 aiter testing, wing failure at pin's p, 4 Pins testing saepirs II and 2, showing fai'ure at the 61.* shaped•pt Columns used in testing the 4 pins beams, gstng distortion at 1st f lowing failure at pin's r' `nwIng Wore at pin's '0Ser look showing sligh( oser look the »ing slight 9 4 Pins team test assembly It with 2 bolts, 10 4 Pins Nam test assembly 12 with 2 bolts, 11 4 Pins beat test assembly II with 2 bolts, 1 c 12 4 Pins beam test assembly 12 with 2 bolts, a c .09�- 5236'' cif :12 • tests' ession aped ed. applied te welded to beam te welded to best 's plate /top pin. pin position. te welded to beat te welded to bear 's plate /top pin. pin position. .. ate welded to bean ate welded to boa, . bending in column bending in colon JUL-15-1VJd 10:d4 • • TESTING FRU1.1 c.t.1c)..:).2dr..r..:1'd 1. UJ Cali/0min, :inc. . 1110 Twinina Laboratories 3310 Moon way Long poach. CA 90006 Mall: P.O. Box 47, 90801 (213) 426•3355 (714) (126.6432 FAX (213).426.6424 December 11. 1989 TEST SET—Up, Test * 1 Test, # I; • 1514.D North &Han Stil Sane Anil. CA 92703 (714) 554.2645 FAX 1/14) 6544960 -rEsq- RESULT3 PINS CANTILEVER BEAM TrT ApPL I ED FORCE ( lbs ) . AT 11-1/2. FROM COLUMN 720 1480 2850 AT 11-112' FROM MIA 830 1650 2780 Projec,t:: Pa6e;s1. . , 6: f ". CO MI ENTS AND 0Eid "R.VA IONS Lo ./ drcppedtLoadlnq rate 4. inert/aced. Load irc9ped/Loading rate RS' •eased again . • Seas bent down/Per load dropped off/Cosple failure. nent set(delectial)at ti i of beam l-3/16' I. • to ill &mod/touting rata NJ increat4. Load Itopped/lnading rate wasi ncreased again . (lad dropppd failure. Peas bent dc/Per ment sttfdeflectitrOal of btu 1-3/0'. nif/Chp9111 JUL -15 -1992 10:23 FR01.1 SPACE Rt'd< !WING 10 91 c:Ub`)2d6b y+.1 TwiniTUf Laboratories of .Sli4t $3101vrtw,t w„y Long 'Coach, CA 90806 Mall: P.O. Boa 47, 90801 (213) 426.3355 (714) 420.0432 FAX (213) 4266424 IA December 11. 1989 • TEST SET —UP • Test 4 1 Test 2 TE.T 1.ECULT• 111 Cargo vaiv, 1514•D Nonh Susan S( t( Santa Ana, CA 927071 (714) 554. FAX (714) 2645 554.4960 4 PINS CANTILEVER BEAM T :ST K,PPL I ED FORCE (lbn) AT 11-I/2' FRO( 0111/( 2510 33.1:10 3680 AT 13 -112' FROM COLUMN 2460 2710 3580 Project! # 89;5236 . ' '12' CQI L"NT'S AND OD; ERVATIONS ti I drooped/Loading rate M mall it pped/Loadinq rate Ai Load dropped off /Cwplo 1nent setldeflectton)at i teal bent dom/P toad lrmpedllnadina rata tai lad lrapped /Loading rate wa4 Beat bent dowt /Per Wad dropped off /Ccmil e tnent setldeilectlnnlat i incrrawd. named again . failure. of gut 1-518' ihereasod. 'ncreased. again. failure, of beat 1 -3 /8'. er IL (tNG Twining Laboratories 0 f .:Sou'° ,rl eat;:101,1;41. 3.310 Ahirl Wuy Long Bgectl. CA 90606 Mad: P.O. Box 47.90601 (213) 426.3355 (714) 624.6432 PAX (214) 426 424 December 11. 1989 Taut 4. 1 Test 4 2 -rEs-r RESL, LTS 4 PINS CANTILEVER BEAM TIST WITH TWO 3/8" HEX BOLT.` 1514.0 Noah Susan S(( Santa Ann. CA 92703 (714) 554.2645 FAX (714) 5s4.4!Ifr1 APPLIED 'Q CE (1bs) AT 13.1/2' FAUN fir' 3610 3910 4420 AT ly -1/ ncn caahc Project; Pdgc ,1C. �ji�1 /1 ' Al of., 12' • COMI�NTS AND OBl Loa dapped /loading rate wal Load vcl1 /Loading rate was! IAad dropped oft/Coapletl gent set(deilectlonlat e it set at 0.79' above q &w bent daatl/Per Cohan bent /Perry 2580 Load t 'oppcd /loading rate was 2860 Load cpped /Loading rate was � 4480 Dad dropped tiff /Captet1 teas bent dare ,ent set(defltCtitxi)at.al Colon bent /Per,w nt set at 1.05' above li . O$T1111'M summit'? C; 5 41 e�oN� C(nru� baOotarr pc cu(ars f ti /il rtip -v, . /r .. 61 S 4rG p to 6,aoR5 tomiC/t• w/V avo r .4;'iY.. Aurno.og +r•O4 rOo ouaUtsrIOt. orow,+% A(• $I% �n•,4•4• %44J4 *In te•o30f1 corm, •.' VATIONS increased. creased :gain . failure. of bear HMG' bolt 0.0 t75" icreascd. creased again. failure. of bear 1-3/16' bolt 0.090' • 1". • 3C1all'" '&2551 , ows •••• .1.14,44,14‘. .12-17 •••••••••• .405 3'b .073-1 /kg/ atTh-31-1., It 011-6 Cacilt-r_. ,Le•Crt-4 I .10e1,110(-4 CO)APXWk? 611••KUP-t3 Ait'.401t01•11 '1,•• ff.45*‘ 1.4.21 ).•••4 It Cr11:14 M. GIAS 1.0 4 FAWS. F.t 10. t i F 0'1.0 F13-35 M• SI • • I • • • * • , . • • Tr tit' 1.11s t.tA 1504be dopit 1?. II DB- 4.4,11 1313 be,(0 0 tS .11d lt) • • •0:1; ; • ' • • 06AM , " • .• ..1 ';• • ' %11 • ••• • % Of.: • ;•• . • t' . • • .• • II :se • • Li,. .56-4011 it 1.111. ( • • Iti• vriereirr p47A-1. 56c./ mc. .59-q I3 Mt-491 5ti 5b.11/ 501,01 69-€00 6g-Lotz ‚St. 5. 1-71.07 .. • „,. `. .7833 .7187 .7)33 .7690 .1631 .1466 .7259 .8824 .9954 1.0812 11.1810 1.5015 I.8561 1.3145 1.5543 1.1583 1.9143 2.1016 2.7021 1 4600 2.2088 2.502? 2.8364 '3.0931 3.4)23 1.4042 5.5366 1.3268 1,1136 1.2842 .1.6114 d 1000 77.10.10 1.1 IS .9286 • vINN. ORTH W EST y ,- 7`y /3, crg POI z Z March 14, 1 99 5 City of Tukwila Building Department 6200 Southcenter Blvd. Seattle, WA 98188 Attention: Dave Larsen Reference: Storage Rack E.B. Bradley Company Dave: RECEIVED MAR 1 61995 COIVMM U N I I'Y DEVELOPMENT In regards to the expansion anchors for the cantilevered "tree" racks, the 3/4" diameter taper bolts per I.C.B.O. Report #3219 are an adequate substitute for the 3/4" diameter Hilti Kwik Bolt II, provided 3-1/2" minimum embedment is achieved. Also, per calculation Page 10, special inspection is not required. If you have any questions, please call to clarify. Sincerely, ENGINEERS NORTHWEST, INC. P.S. y P. gelinan, P.E. Project Engineer HP:jI [EXPIRES 8/2C/96 J ENGINEERS NORTHWEST, INC. P.S. CONSULTING ENGINEERS 6889 WOODLAWN AVENUE N.E. SEATTLE, WA 98115 (208) 525.7580 FAX (208) 522.6898 Nov 01, 1994 City of Tukwila Department of Community Development RICHARD MUNDELL 3314 S 116 ST SEATTLE, WA 98168 RE: E.B. BRADLEY Dear Permit Holder: John W Rants, Mayor Rick Beeler, Director Our records indicate that on Dec 17, 1994, one hundred and eighty days will have passed with no inspections. having been called for under Tukwila Building Permit Number B94 -0079. 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 Dec 17, 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, ncerely, ,/ Shj lie Bates /Sylvia'•sby Pe it Technicians Department of Community Development 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review (511) Control #94 -0079 John W. Rants, Mayor March 7, 1994 Re: E.B. Bradley, 3314 S. 116th St., Tukwila, Wa. Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) 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)) 2. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 4.1.3.2.1) Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess of 4 feet in width will require installation of sprinklers thereunder. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City r City o. Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Page number 2 Ordinance #1646) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1646) 3. Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 11.404) 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. 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) 4. 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, 1OB :C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 (NFPA 10, 3 -1.1) John W. Rants, Mayor The inspection tag on the fire extinguisher is required to have the date the inspection or maintenance was performed and the initials of the person performing the inspection or maintenance. (NFPA 10, 4- 3.4.2) 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. 5. 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) 6. 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. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 4 Yours truly, John W. Rants, Mayor The Tukwila Fire Prevention Bureau cc: T.F.A. File 4_141 S-11 CITY OF TUKWILA Id: ACTP125 Activity Table Processing Permit No: B94 -0079 Status: PENDING Base Informa Parcel No: Owner: Validated By: Status: Act /Inactive: Nature of Wk: Location: Zoning: UBC Edition: Rack Storage Keyword: UACT User: 1677 tion 102304 -9011 KEMPER REAL ESTATE 03/02/94 RACK STORAGE PERMIT Tenant: E.B. BRADLEY. Address: 3314 S'116'ST Type: B -RACK SLB Plan Ck Approved: / / PENDING Issued: / / A Final Notice: / / INSTALL STORAGE RACKS IN WAREHOUSE. M -1 1991 Dimensions - Linear Feet Vers: 9101 Screen: 01 Applied: 2/28/1994 Completed: / / To Expire: / / Valuation: 18,000.00 x Height 445 10.5 765 8.0 .0 .0 .0 .0 = Totals 4,673 6,120 F7= Update, F2= Previous Line, F1= Screen Index, ESC = Cancel Update CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 03/02/94 Activity document routing maintenance. RACK STORAGE PERMIT Permit No: B94 -0079 Tenant: E.B. BRADLEY Status: PENDING Address: 3314 S 116 ST 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 02/28/94 03/02/94 03/02/94 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments 1[EXITS N/C = O.K. 2[ 3[FIRE PLEASE REVIEW AND COMMENT. 4[ 5[ BY KEN 6[ 7[ 8[ 9[ 10[ aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. i i i A t 1 1 bE Lit CI - i1 G. til IG _ �„ • .- 5' •4 - r' p <.. 1 t• -- a s�. -. ®' L .J A r n a - j, u :q4 0619 • I I ( /,r N) • )/' i1 a ,,,�u rrP i .., Y - .. w SF rrE • ex IT 41 Fri • m i.. 5E' • i K 3i' T 13' h'.vI, it l'f, .1 r G/6 weer- 36 1 )! Pt' 'EEF Ch:21 =7 GiJ' -,l\y :5 GA MET4L DEC+rI•;C. K I ,,T • 107 /El .. - K 3i' T 13' h'.vI, it l'f, .1 r G/6 weer- 36 1 )! Pt' 'EEF Ch:21 =7 GiJ' -,l\y :5 GA MET4L DEC+rI•;C. K ,ni 0 1 107 /El !l? r, - _ E �FNTS:5KI L ;'x4'5 ( /; - I • #9'. 1 Ten' _... •■•••■.._...r. ■••• — - , Pt, r., r f'l' '-**1/1 s,•`., 7rP r S3' -0' I i ; 1 50' NOTE INSPECTION LABORATORY N SPECIAL TESTING yea. APPROVED FOR 7� Pi �MviT Moot too (pee ermonaris nee) THESE INSPECTIONS ASN DESCRIBED et ISO ADMINISTERED , SECTION PRIOR CrtON• FOUL BUILDING 9' - r...... /D.,';' . • 'c) rn .)e., ./., 'k1) ,I. 4 1' .0 • I imoanlandllludiai tlretinAaillP tsa e M ad a � e mention , pl cop. Iractot a vl!^sint It•. sJ Oats Parmo 1 r l 46e, v' :I ,t • t - - - ' -;III APP r .s... a•