The URL can be used to link to this page

Home My WebLink AboutPermit B92-0339 - ROFFE INC - STORAGE RACKSTh r' City o Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B92 -0339 Type: B -RACK Category: Address: 510 ANDOVER PK W Location: Parcel #:262304 -9015 Zoning: CM Contractor License No.: MULLERD234LF TENANT OWNER CONTACT CONTRACTOR 7�zkW$l�, ROFFE, INC. 530 ANDOVER PARK WEST, TUKWILA, ROFFE INC ROFFE SAMUEL C & HAZEL, 808 HOWELL ST, DUFF JOHN 6852 SOUTH 224TH, KENT, WA 9.8032 MULLER, RICHARD 715 WOODFORD AV ENT WA 98031` *************************'** ,i* * *; *.* * * * * * * * * * * * * * * * * * * * *** Permit Description:. Signature: INSTALL PALLET RACKS':, Rack Storage Dimensions Print Name:. WA 98188 Height 16.0 16.0 . 0 . 0 .0 . 0 UBC Edition: 1991 Valuation a 42,919.00 Total ; Permit Fee: * * * * * * *** * * ***4 ** * * * *0,. * ** X44,* *' * *'. *' * * ** * * * * * * * * * * * * ** * * * ** * *4 * * * * ** 274. (206) 431-3670 Status: ISSUED Issued: 10/13/1992 Expires: 04 /11/1993 SEATTLE WA 98101 Phone: 206 872 -8222 Phone: 206 852 -4174 Totals ;23,392 3,616 08 Permit Ce,hAter i..uthor z d S 1 gnature I hereby certify that', I have read and ;examined this ` permit tand know the same to be '°` r trueand correct. All provisions ' of law: and ordinances governing th1s work wi11 ; be complied; with, "whether.specified herein or not The granting 'ofy;,t permit''does not presume to give authority :to violate or cancel the pro visions of any °ot.her.,.state or local laws regulating construction or` °'tth'e, performance of work. I am authorize, t'o Vsign for and., obtain this bui"s,n'g;.permit. 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. PERMIT NO. CONTACTED CT-Qhn ^-r U &- J us DATE READY DATE NOTIFIED q �1 �� O .-� / (init.)� - iJ PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING 3RD NOTIFICATION i BY: (Init.) PLAN CHECK NUMBER INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) TOTAL SQUARE OCC. FEET LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET 000. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. .UIREME TS...I.: COMIMI Detectors PAiITivIENT BUILDING - initial review XFIRE O PLANNING O PUBLIC WORKS O OTHER BUILDING - final review PROJECT NAME 1 , SITE ADDRESS q - f (0 L ' ®III Ere REVIEW COMPLETED ° I Z1 qZE- ROUTED INIT: BUILDING( 'ERMIT APPLICATION TRACKING P 'I . 4, INIT: 116M4 . SEMI INIT: 3 CONSULTANT: Date Sent - Date Approved FIRE PROTECTION: Sprinklers FIRE DEPT. LETTER DAtiED: to-- - 'Y INSPECTOR: 517, ZONING: (BAR/LAND USE CONDITIONS? [ ')Yes [] REFERENCE FILE NOS.: MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? 111111011116 PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: SUITE NO. UBC EDITION (year): 199 r w- TOTAL OCC LOAD SITE ADDRESS SUITE # 6 C&2IE.ST VALUE OF CONSTRUCTION - $ '-/21 , PROJ T NAME/TENANT �c;F ./c., ASSESSOR ACCOUNT # 2 9oI (commercial) L) Demolition (building) O Other: TYPE OF O New Building O Addition U Tenant Improvement WORK: "Rack Storaqe O Reroof O Remodel (residential) DESCRIBE WORK TO BE DONE: ^� rU o I A C. LJL'T ii , C. iC BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: Dg -r t ¶, v r icvj C, � - �►Z- WILL THERE BE A CHANGE IN USE? U No ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: f i t7, 000 Tenant Space: 3B ' /o Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ® No O Yes IF YES, EXPLAIN: PROPERTY OWNER 1 PHONE �2 O4 C2 ZIP ADDRESS C} j //UL,)6LL- ST, <&�r "(ft_ii- CONTRACTOR PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT PHONE ADDRESS ZIP CITY OF TUKWiL.A Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 HERERY`,CERTIF :Y THAT I TRUE AND CORRECT, i SIGNAT • ' E PRIN CONTACT PERSON 7)p DATE APPLICATION ACCEPTED BULDU.3 PERMIT A PLICATION DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE:'.'`. OTHER: B A 'UTH.aI -iI BUILDING OWNER OR AUTHORIZED AGENT NAME TOTAL:. ADDRESS `5.30 /�}N1OL) 12ic (.)p . ( DATE APPLICATION EXPIRES AMOUNT ' RCPT VE READ AND . EXAMINED; THIS APPLICATION :` °AND :KNOW THE SAME DATE PHONE CITY/ZI 1, I .4 c�, "� 1 PHONE g 7� 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 160 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 1130 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. COMMERCIAL NEW COMMERCIAL LDINGS/ADDITION : building permit application (one for each structuro) " • • - - ■ . • ■•• ■ • • • .`.• E Assessor Account Number •.Two sets (2) of the following.: ri Specifications [ 1 Structural calculations stamped by a:Washingten.Statelicensed ' engineer Soils report stamped by a Washington State licensed engineer::: Topographical Energy calculations stamped by a Washington State licensed.: engineer or.architoct Li . Legal description .• . ' Working drawings stamped by a Washington State licensed at chltect, which: include: . :" . • : : : • • RAC1: Li •-•".• Completed building permit application . . ....... ........ . . L ; Assessor Account Number Two (2) sets plans whiCht; Include • • Building floor plan •• Entire space where racks will be located Exit doors „ • pip:tensions, of J Tenant space floor plan . Show int) rack storage i...16)'0 and • .. . NOTE :':Include dimensions of ini exit . er0)th • I Structural ,..alcuiations stamped by a Washington State licensed engineer :(rack'storage13'.and R ESIDENTIAL ' " ' • . . '••••• ' ' ••• '''' • - • '' '' •••:••• '•:":'• '':' :•'' •••::.-::::•::::::.,,,, ' .;:.:.::•:........::„:•. . 'NEW INGLE FAMILY DW EL O N ...,:,..,..:,....,..::::::......... .. -...:-....•.•• ••'••••.• •• •.••••"........:.::- ... -- .....,..1.i.i..., , ..... Completed b,...utiil:iriti7:'1)..,:71:nf.,..11:"...:a.,;:::..i3lic..,...a,i..:onl:(,..9;;6:,,.''ea.„.,c,:::•.:::, structure) Legal :•.,'•::.....::..:'::'...:1... , 1' .• ': al ;d96crif) ,::•••-• :::'.:..::: ' ...".':::.;''':- ''''':::::1;',•••::;:-...;:..: „:.,:i..'3:.:.•:,:•:::•.',...:::::::::::::::..i.:•....::::::::••• • ....., . : •,: ..„.,,.......,,...,. :,............, :..,......:.:.....,.: : . i I ib!Pr..'..'..."':::::.:•".j.... ,',:•:':',......:',,lude:.'1'. . ......, . • ...::•;:..":.•':::1•-•...- !Acectlin. Number ... :i::::,Nbick):1"7:::„,..::::::::::::.::::•::::::"•;::::::.'"*." t location ' — Assesso .,...',...:.,...":' ....:._•.....•ii66..d4W1!!'° !..•••••.-::•;:',;••:....i:,':::::i::iliiit:1iidr.n• showing _ • . . '...:.1:•,,':',''',.'.i)of wn!'.:ijiri;i•:sfieny•.•.,. Floor •6o'ul/qfkh iioceoq.: : ,t. j . :. • -..--1 -,,:•,,tO.:•set ..........:::.:'i::::i.:':::':::''." • ' I) diide acce '''• d length 0 ......,..:::-.::::'?::::::::,-;;.:::....:.;!:..• :. )-- . • . . ., :::: Site P. q• 166. plari::::..:::f'::.:•.:*:.::::1:,i..N.:::::::...;',:::,::::".,'...,,:::::::::::-i:,]:.:,.:,--,,,,....-. p lan Roof -::'''•:::::::::::::::::•:•::::•-•::: ilvieWf).',':'" 1).1!I':••(i3::::',::::::::::::::.:••- • '• • • •::•':''''. : e levations . : • tion,„......,„:,:::‘,....: SU611/11TTAL CHECKLIST Foundat width .:::-:::::.":::::•::::•:•"::•••:"•/:..::•:::'.:::f.::'•:.::,.....,.„.... • - Buildi '.aroPs• 46a •• • '" l Buildin framing p ans ...•.:.:.:,::::,...n... ......,.: :::-"•.::::•:::•••••••trucOr4: I: „..•::::.,:::-:::::::::::::::: :: .. ''' .. data Wash Comp leted •:::::.::::',.:::::::: ington • . • ••••••••':•:'::::";''''''''"Itrttign:::::::::::::::.....,::..„.::: WE hin 1,... : ::, .: ( .. , : : :. , ,ii::::.... .::...4 :,...:: ..;....'''..."''' f .1.11tYF.:•',....,..,..:::::. :....,,..:::::::::::•••.:. 6t;liti0....::::'.;:::::::::*.t.:?•:•.•,.•.,......, •,, ed See ............:•':::::::: Comp eted plans . .sbovying, il.coobin .. ., 1.. ornohts... El utility 'sets u s ubmittal . . . tie • Six • • . . •:.••••••-, dsuoty • 0C if site plan NO' p ermit soils • Building applica and c hecklist . . • . . .. ..... may p hi an 1,4% topoOrPg • . ............ site condition • . • ... :.• ..•••••• •••"'•' ... • Two (2) sets of construction plans which include LI Site plan . Location of tenant space . Landscape ... parking .................................................................................. COMMERCIAL TENANT IMPROVEMENTS El Completed buflding permIt application (one for each structure or tenant) L Assessor Account 11 Overall building plan Tenant location Use of adjacent (common wall) tenant • Overall dimensions of building or square footage Floor plan of proposed tenant space • Tenant space plan with Lisa of each room labelled • Exit doors egress patterns New walls existing wall, and walls to be demolished . . . • • . ............. ...... '• •••••.'" .. .. and . s howin g • NOTE If any utility work Is to be done, submit separate utility permit n application • attachment for floor and ceiling . • . ii1!9619° .. •9 . •••*•••••••••• • Structural calculations stamped by a Washington State licensed engineer may . . . • REROOF Completed ....ibli•,•stilict ......... .. . Assessor .• • des cribing letter , require nor:: . . Narrative matenal being installed • •••••:•• . .. .. . . .. is NOTE A certification off of the permit .At4TEWNWSATELLlTE 'DISHES..? ri Completed building permit application [1 Assessor Account Number Two (2) sets of plans which include . " . .• lo Structural calculations stamped by cation El Details antenna/satellite dish ................................................................ ............................................................................ licensed ................................................................................. ............................ . . . engineer may be . , to. • • . • ES ID.ENT141:11 p . . . corriOloted:Ouilctieto for each structure Two (2) sets of working drawings which Include Site plan foundation plan Floor plan Roof plan Building elevations (all view Building cross section Structural framing plans and plans .• .. . . • .. • • •.... ..• ..... must 0.0 REROQFS •-: building permit applioa1on . 1•:•AikEiSiiifiA . Ooourt.t■iiitittiOr • Narrative descnblng existing root ............. • ::rristeilal.beingIemovd an material being installed NOTE A certiflcatio� letter/s required prior to final Inspection ad si off of the permit k****** k*** r4 k**** t* k k******** k**** * * * * * * * * * * * *, * * *k * * **k CITY OF TUKW I.LA, . :WA TRANSMIT '*** k kk'**** i4*** ***Jr** Jr * *4ekh*r..*, * ** *k. * * * ** * * ic,*is Jr* *h o4 *****h *** . **k" . :.TRANSMIT Nuinberr : Amount � • ' 274'.'58: 09/1$'/92 09:19; Permit "No: l392 -0339: Type, 9 R RACK STORAGE. PERMIT Pa : Nock 2G23,049015 09/16/92 `4 (Id di^dsaa ;510 ()WAVER -1 W Paymerit , Method: : CHECK N`s i on a •WAY ' 1 R I ,l,ri i t: SLB t1'* ** *** AA*****',****:* h* ** ***** *04 * * * *'*k * * * * * *' * *k * *h * *.* :' 'Accorxrit Code D'esar i'pt l orr paid - 000/322.100. BUILDING . NONRES 270,;0.8 000/38b.904 . STATE BUILDING, :.SURCHARGE :4.50. rot 1: (Thta:'PI n'erit): : :27458 GENERA 270.08 GENERA 4.50,. TOTAL: 274.58 CHECK 274.58 CHANGE 0.00 3431A000 14:45 T.o - Fees Total , All P Sal ante: Address: 510 ANDOVER PK W Tenant: ROFFE, INC. Type: B -RACK Parcel #:. 262304 -9015 * * * * * * *.*'h**•k*** * * *! * * * ** k * * * * ** * * *•k * * *** Permit Conditions': 1.Nochanges 'wi 11 be made to the plans unless No: 892-0339 Status: ISSUED Applied: 09/16/1992 Issued: 10/13/1992 * ***** * * * * * * * * * * * * * * ** * * * * * * * * * * * * * approved by the, Engineer and the Tukwila Building Division. : All permits, inspection records. nd # approved plans shall be maintained available • '.t. j b.�si =te.P,t?5ioa°i - t.o the' 'start of any. :construction. ,�� eYse documents are to be" n9'alntained available until ,ln ,1 inspection approval is' ed , All: construct ° ii"�o be do e fi ?c onfQo� r mance w� thapp �oved pla and r ec ' em e. n t;s o t.ry t e1 tfrvikfor i B ui .ldi g�ec6 c e& ,( 9 _ Edition) as�sa rmended`; y t Washington °`Sta r &ai,.1,ding ` Ad ;Uniform 11e16 Code (1991° Fd1t1on °, a.nd Wa S. 'a Energy o' d pec to (1991 Secon Edit d `� n) *--11 ff a+ t / M�' yam,. al . i �{ S W'f k �. 7 1 a} 4• 1. y, ry � �Fi na'l : �n, approv 11 b !'°made after ver ification \ of .the .,ructura l rovis j.o for the „Arack storage AND upon verif do ; that,provik0s\ rfor e have been mad ° or exis s in icaged on �a iprove. plans 0 . ,r,.goP. Val i0• y of t P`ermi The issu nce''of, e permit or ap'proval,�of ,pia e ,s� ec f i tions and co' utations shall not be ��con• -r �, a p e rm i t> ”` o r,.n a w . s tr ta'` b` '. p r for . o n ap,pr i 17 o*,, `any, vi violation n of of the ro,v1sion`s of •hix o,,de, o),,wof, an other , e 'ors nce th jur,isdi t iro No. er i t. es t,' e., au rri 'y .oar v id. ate. or ca nc :t he p ov1s;'io s of 'th.is, code s h 'be'. till l .. ,. 5 , f' : .. . I, l Cit; of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B92 -0339 (512) Re: Roffe, Inc. - 530 Andover Park West Dear Sir: October 9, 1992 Top shelf of storage racks shall not exceed 12'. John W. Rants, Mayor The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. After researching the sprinkler densities required for high-piled storage of this type and class of commodity, it has been determined that maximum height of stock shall not exceed 16'. 2. 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) A permit is required to use any building or portion thereof exceeding 2500 square feet for high -piled combustible storage. (UFC Article 81) 3. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation, Project:(. oCl .6- • Ypeo ns•: .n A rasa: / )04. a Date Called; Special !atm Ions: Date Wanted: Requested Phone No.. �. ti. •1INSPPEOTION RE, Retain a copy with permit O. PERMIT NO CITY OF TUKWILA BUILDING DIViION �7° 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206) 431 -3670 Approved per applicable codes. COMMENTS: 81 Z ❑ Corrections required prlor to approval. nspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Date: COMMENTS: `?= iu am — kia607 The - 4E7- - ype o nspectio ® : • 4 .. 1 I . s a C . --. Fri F.1 Nom,, : / // I)` A(2.- NO .sP -s OW Si 5p F ,,,lr ArvcmiL enso ' _sit ANQ — T\i . n-) SPectA.- t N m? c --c-; -L.,,,J v., fra P 1= `ia.Fa n - � Eo , 140w Do Yo v\. t h∎-AJ - To ovea St?,Ti r-iC.AR 61 -,art 8 A NO 0 t l�J Aee \:' Z ) a is se ■J (7-to-E. r-t titM— Date Wanted: h ` d--9 °.(2DP,m. Requester: • ro ect: o :. 1J - ype o nspectio ® : • 4 �/ -its_' :�Y' .� / // .' :�: e t� .�� q q Special nstru - i on : C --' "' Date Wanted: h ` d--9 °.(2DP,m. Requester: Pfpne N „ %_7 _ Ka `D____ 0 Approved per applicable codes. ecept `•.: INSPECTION. RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 y Corrections required prior to approval. L7 $30.00. REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 SouthceriterBlvd., Suite 100, Call to schedule reinspection. ,fin ✓:V POIPFWA,KI''[,' P4",+ ', 'G3tA',pie. r•'.1 AiR,`.,"`?6..p. .: i� r'.1"rfi rwit..2 , t1rowur—Atra, flotmw% e:o' .A. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name Address ,.. rS�. ►y , ' 0d toc✓G;a ,c i)ti e ,/ Retain current inspection schedule Needs shift inspection Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: !! Approved without correction notice Approved with correction notice issued Gary L. VanDusen, Mayor Control No., 7 e , 33k Permit No. Suite # Type A 8 d t S, I N53.300 3.00 2.50 1.50 0.071 0.70 1.12 14S3 -375 3.75 2.50 1.50 0.071 0.98 1.92 MS3 -430 4.30 2.50 1.50 0.071 1.20 2.66 MS3 -495 4.95 2.50 1.50 0.071 1.47 3.67 MS3 -540 5.40 2.50 1.50 0.071 1.69 4.66 MS3 -655 6.55 2.50 1.63 0.071 2.26 7.49 Type - t - b 0 0.071 3.00 2.50 0.62 0.62 NSF 42 0.071 4.00 3.00 0.80 1.06 i t OD (C) 1.50" (C) 2" MRF MSF BRACING t = 0.059" GENERAL NOTES 1. This drawing shows standard details of the rack product line only. See engineer approved instal- lation drawings (same Job Number) for components used, special details, arrangement, dimensions, and site specific information. 2. The installation drawings govern over this draw- ing. 3. MATERIAL Steel - ASTN A570 Grade 50 UNO Welding Electrodes - AWS E70 -XX (all welds single pass fillet welds designed at 50% stress levels) Expansion Anchors shall be ICBO approved types. e.g. Hilts Kwik Bolt (ICSO RR 02156)) Phillips Red Head JS type (ICBO RR 0 1452) Ramset TruSolt (ICBO RR 02391) Esbedsent shall be minimus 5X Bolt Diameter. Other similar anchors may be used if ICBO approved. The anchor types, sizes, and embed- ment' shown on the installation drawing govern over the sizes shown an this drawing. Special inspections are not required unless noted on the installation drawings. 4. Unless noted otherwise on the installation draw- ings, the allowable soil bearing value is 1.0 KSF. 11 X 17 PRINTED ON NO. 100011 CWIIPM$NY Beam Details and Properties (units: inches uno) Al BEAMS Dimensions and Properties w33 -4113 540> 1L1' BRACKET 655 Post Details and Properties (units: inches uno) (all properties net section) D ,L--/ ;„)./( t * =D-1.25" COLUMN C Dime nsions and Properties LEFT HAND BRACKETS MS3 -30 37; au BEAM-COLUMN CONS (9 gal T ype t W D A � S x r X r � MRF 32 0.071 3.00 2.50 0.62 0.62 1.20 0.81 NSF 42 0.071 4.00 3.00 0.80 1.06 1.63 0.94 -...� B d t S / I 0 3.00 2.50 1.50 0.071 0.70 1.12 5 3.75 2.50 1.50 0.071 0.98 1.92 0 4.30 2.50 1.50 0.071 ` 1.20 2.66 5 4.95 2.50 1.50 0.071 1.47 3.67 D 5.40 2.50 1.50 0.071 1.69 4.66 5 6.55 2.50 1.63 0.071 2.26 7.49 A 5 8 73 . 7n Details and Properties (units: inches uno) BEAMS 0 ) imensions and Properties EXPIRES. ( 2 V w Post Details and Properties (units: inches uno) (all properties net section) M53-495 \ 540 )10' BRACKET ' 655 / D t * = D- 1.25" COLUMN Dimensions and Properties 'o LEFT HAND BRAacE15 SHOW MS3 -300\ 375 I r BRACKET Ain MY OF TUKWILA APPROVED OCT .IQ 1992 RECEIVED CITY OF TUKWILA SEP 16 199a PERMIT CENTER iv a M. I 0 v i �i i iii ii i i i i i i iii ii i i i ii i i i i i i i i i i i i i i i i i i i i i i i i r i i i ii i i i i I i i i MANN AmmovID P. H. CD 0 In 3/8" Anchor (1 per post) i 1/8" IMax2' FRONT TYPICAL ELEVATIONS (See installations drawings for specifics) - tYP ARPAC STORAGE SYSTEMS CORP. MASTORAK STANDARD DETAILS SIDE' Min 1/2" Anchor (2 pqr post) STANDARD See installation dwgs. for custom sizes FOOT PL SEISMIC FOOT PL (1/4'I (3/8'1 BASE PLATES Types and Dimensions Job $ S'6 2 Drawing 1 AS -1 CITY OF TUKWILA RACK STORAGE DIMENSIONS RECEIVED CITY OF TUKWIL SEP 16 199Z PERMIT CENTER LINEAR FEET X HEIGHT = TOTAL 1462. x = 2+ "3 Z T. 22 Cp X I _ 3, to i i X X Roffe Distribution Center Arpac Mastoraks Location: 530 Andover Park West Tukwila, WA Prepared For: Arpac Storage Systems Corp. Delta, BC Prepared By: Peter S. Higgins And Associates Consulting Structural Engineers 1225 -F North Pacific Glendale, CA 91202 (818) 549 -0072 Peter S. Higgins, S.E. Job Number 562 September 10, 1992 EXPIRES. 0 3(o- f /9 7 ic tation sheets age(s) Alt cont ion s is f c st (1 B ubmit stout shat e is s g co e si d ion be This Document and the design it conta and Associates. s provided as be coproduce• any a•blon Higgins a • As.ociat�;. A f this ca c ntain at he next Section ink of calcul RODUCTI a � h across is copyr trument of e written ht by Peter S. Higgins service, and shall not permission of Peter S. • ` n • epartm _ nts f • ing permit app•val!it shall as ;sted in the table of contents on c •anted by . all drawings listed in appropriate seals and signatures in the same Job ,Number Reference. The this block. 8 OF SIGNED COPIES ARE INVALID RECEIVED CITY OF.TUKWILA SEP 1 6 ;1992 PERMIT CENTER PE .4 S. HIGGINS AND ASSOCIATL CONSULTING STRUCTURAL ENGINEERS Project: Roffe Distribution Center September 10, 1992 Table of Contents Job No. 562 Sheet ii 1 Reference Data 1 1.1 Documents 1 1.1.1 Drawings 1 1.1.1.1 By Peter S. Higgins and Associates 1 1.1.1.2 By Others 1 1.2 Loads 1 1.2.1 Vertical (Dead plus Live) 1 1.2.1.1 Type A 1 1.2.1.2 Type B 1 1.2.2 Seismic 1 1.2.2.1 General (1991 UBC Standard 27 -11) 1 2 Type A 2 2.1 Components and Geometry 2 2.2 Check Beams 2 2.3 Check Posts (Dead plus Live Loads) 2 2.3.1 Load to Post 2 2.3.2 Post Properties (net section) 2 2.4 Longitudinal Seismic 3 2.4.1 Base Shear 3 2.4.2 Design Forces 4 2.4.3 Post - Combined Stresses 4 2.4.4 Beam Connections 5 2.4.4.1 Design Forces 5 2.4.4.2 Connection Capacity 5 2.5 Transverse Seismic 5 2.5.1 Base Shear 5 2.5.2 Design Forces 5 2.5.2.1 Stability 5 2.5.2.2 Brace 6 2.5.2.2.1 Design Force 6 2.5.2.2.2 Brace Capacity 6 3 Type B 6 3.1 Components and Geometry 6 3.2 Check Beams 6 3.2.1 Design Forces 6 3.2.2 Beam Properties 7 3.3 Check Posts (Dead plus Live Loads) 7 3.3.1 Load to Post 7 3.3.2 Post Properties (net section) 7 3.4 Longitudinal Seismic 7 3.4.1 Base Shear 7 3.4.2 Design Forces 8 3.4.3 Post - Combined Stresses 8 3.4.4 Beam Connections 8 3.4.4.1 Design Forces 8 3.4.4.2 Connection Capacity 8 3.5 Transverse Seismic 8 3.5.1 Base Shear 8 3.5.2 Design Forces 8 PE quit S. HIGGINS AND ASSOC/AT- CONSULTING STRUCTURAL ENGINEERS Project: Roffe Distribution Center September 10, 1992 Job No. 562 Sheet iii 3.5.2.1 Stability 9 3.5:2.2 Brace 9 3.5.2.2.1 Design Force 9 3.5.2.2.2 Brace. Capacity. ... 9 PE :x t S. HIGGINS AND ASSOCIATE CONSULTING STRUCTURAL ENGINEERS Project: Roffe Distribution Center September 10, 1992 . RefeFence Data This calculation reviews the installation of storage racks for structural adequacy. The sealing of drawings is for the struc - tural review of the storage racks only. Other information is not reviewed, nor approved. 1.1 Documents 1.1.1 Drawings 1.1.1.1 By Peter S. Higgins and Associates AS -1 1..2 Loads 1.2.1 Vertical (Dead •1us Live) 1.1.1.2 By Others Arpac 92 -054 Sheet 1 Rev 00 1.2.1.1 Type A Loads per level = 3.0 kips Design beams for 25% impact 1.2.1.2 Type B Loads per level = 4.5 kips Design beams for 25% impact 1.2.2 Seismic 2.2.2.1 General (1991 UBC.Standard 27 -11) Where: Z =0. 3 1 =1.00 ZIC Rw. Thus: Rw =8 Longitudinal 6 Transverse 0,563W 1.25S Rw /3 2�e 52.75 T Job No. 562 Sheet 1 within the range: S <1.5 (unless lower value per- 03W <_ V <_ 0,137W mitted by soils' repor"t) W =Total Load (Dead Load is'usually ; negligible) T may be determined by any rational method,.or. the default C /Rw of 0.46 may be used. PE i.R S. HIGGINS AND ASSOCIATE CONSULTING STRUCTURAL ENGINEERS Project: Roffe Distribution Center September 10, 1992 2 Type A 2.1 Components and Geometry w W =132" a =99" b =48" c =45" Beam Type gS3 -525 2.50" / / 14 PA1 ii i i H =192" D =48 ". 1 =56" 1d =65" Upright Type 1SF 4 2 2.2 Check Beams OK per type B check (see below) 2.3 Check Posts (Dead plus Live Loads) 2.3.1 Load to Post P ( ## of levels) (L) 2 =4.5 kips 2.3.2 Post Properties (net section) MSF 42 1 Y /r.,=60 t =0.071 in a /rX =61 As =0.80 in S =1.06 in Fa =22.6 ksi rX =1.63 in S=0.63. in3 Pa =18.1�� r =0.94 in M- =31.821 Job No. 562 Sheet 2 PE1R S. HIGGINS AND ASSOCIAT CONSULTING STRUCTURAL ENGINEERS Project: Roffe Distribution Center September 10, 1992 2.4 Longitudinal Seismic 2.4.1 Base Shear Determine Period - Rayleigh Method The energy analysis of the Rayleigh method may be reduced to the form: Where the deltas are the deflections of the structure due to the vertical load applied horizontally. This equation is essentially identical to the ICBO formulation in UBC 2312 (as may be easily verified). In general: 's1 - as the do not provide full fixity at the ends of the column segments. The exception is the bottom segment if a standard foot plate is provided. Here: 3 P 6E1 Job No. 562 Sheet 3 While the beams do not provide total fixity at the top of the segment, the base is not completely pinned either. These approximations have been correlated with full scale shaker table test results, and provide conservative esti mates of fundamental period. For: T = (2.0) (Sx) E = 29,000 Substitution yields: • PELtt S. HIGGINS AND ASSOC/ATE( SSOCIATE CONSULTING STRUCTURAL ENGINEERS Project: Roffe Distribution Center September 10, 1992 Thus: T = 2rt 386> 6 =1.1 sec. Thus V =0. 0 6 5W 2.4.2 Desig k'orces Job No. 562 Sheet 4 P <4.5K; V <0.29K M <Va- (1.3)P < . (0.29) ( - (1.3) (4.5 =22.9 inch kips 2.4.3 post - Combined Stresses P. M. — * - Pa Mu =0.97 <1.33. (fixity due to width of base plate) 62 Pi Li (in) bi t i (K) (in (in) 1 4.5 99 11.8 140 2 3.0 48 12.7 162 3 1.5 45 13.1 172 ^ 37.6 • PELtt S. HIGGINS AND ASSOC/ATE( SSOCIATE CONSULTING STRUCTURAL ENGINEERS Project: Roffe Distribution Center September 10, 1992 Thus: T = 2rt 386> 6 =1.1 sec. Thus V =0. 0 6 5W 2.4.2 Desig k'orces Job No. 562 Sheet 4 P <4.5K; V <0.29K M <Va- (1.3)P < . (0.29) ( - (1.3) (4.5 =22.9 inch kips 2.4.3 post - Combined Stresses P. M. — * - Pa Mu =0.97 <1.33. (fixity due to width of base plate) PE mat S. HIGGINS AND ASSOCIATE CONSULTING STRUCTURAL ENGINEERS Project: Roffe Distribution Center September 10, 1992 2.4.4 Beam Connections 2.4.4.1 Design Forces Column Moments Connection Moments D 3 (typ) M3 M 2 M 1 M s 2.4.4.2 Connection Capacity 1- 3/16" x 9 ga Hook Vo = 2.3 kips 2.5 Transverse Seismic 2.5.1 Base Shear Use Code Default Values for CS V= 0.14W =1.26K 2.5.2 Design Forces M3 =2.2in k M2 =4.6in k M1= 22.9in k 10" Connection (MS3 -300 -430 M (1.33)(2.3)(6) =18.4in O.R. Vh' D h' =147 inches Peq =3.9 kips M3 =2.2in k M2 =3.4in k M1 =13.8in k k Job No. 562 Sheet 5 Note: Bracing shown is schematic - see this section, subsection .2 for actual geometry. 2.5.2.1 Stability eq$YD +L Stable No Uplift. Anchors provide added Factor of Safety. PE LA 8. HIGGINS AND _ASSOCIATE CONSULTING STRUCTURAL ENGINEERS Project: Roffe Distribution Center September 10, 1992 2.5.2.2 Brace 2.5.2.2.1 Design Force Pb <2.0K 2.5.2.2,2 Brace Capacity OK per Type B check (see below) 3 Type B 3,1 Components and Geometry VV Job No. 562 Sheet 6 W =132 " a=42 b =54" c =48" d =48" ',Beam . Type j483 -525 3.2 Check Beams 3.2.1 Design Forces L M. (2)(8) =46.4` inch : kips H =192 " D =48 " 1y =56" ld =65u Upright Type LISP ' 42 S min - 30 =1.5 in3 PER S. HIGGINS AND ASSOCIAT STRUCTURAL ENGINEERS Project: Roffe Distribution Center September 10, 1992 3.2.2 Beam Properties in F1 00 2.50" 3.3.1 Load to Post 3.4 Longitudinal Seismic > 1 WL 2300 7 M83 -525 (sim to 540 on AS -1) A= 5.25 S =1.57 in I =4.16 in 3.3, Cbeck fists (Dead plus Live Loads) P < (ft of levels)(L) 2 =9.0 kips 1.3.2 Post Properties (net section) 2 NSF 42 t =0.071 in As =0.80 in S =1.06 in r =1.63 in Sy =0.63 in r =0. in 3.4.1 Base Shear Determine Period — Rayleigh Method- This equation reviewed and approved by ICBO for use with steel storage racks. 2n 2n+ 1). O.R. l /r =60 a /rX =26 F =22 ksi Pa =18.2k MXaA31.8 : Job No. 562 Sheet 7 has been Units: kips, inches, seconds Where: W = Load per level L = Spacing between levels (conservatively use 42) 1.= Moment of, inertia of post =.Number of levels PLR S. HIGGINS AND ASSOCIAT CONSULTING STRUCTURAL ENGINEERS Project: Roffe Distribution Center September 10, 1992 Substituting yields: T >1.1 sec Thus: V <0.066W 3.4.2 Design Forces P<9.0K; V<0.59K M <Va- (1.3)P < (0.59) (42) - (1.3) (9.0) = 13.2 inch kips 3.4,3 Post - Combined Stresses 3.4.4 Beam Connections 3.4.4.1 Design Forces 3.5,2 Design Forces P M —+— P M = 0.89 <1.33 O.K. Mconn 3.4,4.2 Connection Capacity OK per Type A check 3.5 Transverse Seismic 3.5.1 Base Shear Use Code Default Values for CS V =0.14W =2.52K Job No. 562 Sheet 8 (fixity due to width of base plate) . C. -« PETER S. HIGGINS AND ASSOCIATES' CONSULTING STRUCTURAL ENGINEERS Project: Roffe Distribution Center September 10, 1992 i • + P EQ 3.5,.2. 1 Stability Peq <pD +L - Stable -No Uplift. Anchors provide added Factor of Safety. 3.5.2.2 Brace 3.5.2.2.1 Design Force Pb <3.5K 3.5.2.2.2 Brace Capacity L kl (in) r 2 t=0.059" Anet =O.3 0 in rmin °0.55 in Q =0.67 Fa P (ksi) (k) 66 120 8.43 3.58 O.K. ,, Job No. 562 Sheet 9 V h' P D h' =120 inches Pe =6.3 kips Note:. Bracing shown is schematic - see this section, subsection .2 for actual geometry. December 3, 1992 Mr. Duane Griffin City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Dear Mr. Giffin: Rolle, Inc. 808 Howell Street Seattle, Washington 98101 206-622-0456 Telex: 32 -8835 Fax: 206. 623 -2462 RECEIVED DEC 0 81992 COMMUNITY DEVELOPMENT Enclosed is a map of the entire Andover Park warehouse with Roffe, Inc.'s space highlighted. I have noted Roffe's exit and handicapped parking information. Roffe, Inc. is a manufacturer and wholesaler of skiwear and outerwear. As a means of moving a small portion of our inventory (closeouts and seconds), we are in the process of exploring the avenue of a company store (mainly for employees, but with some sales to the general public, and approximately 2 to 4 "blowout" sales per year). Roffe, Inc. leases approximately 39,280 square feet of space zocp at 530 Andover Park. Approximately 1; 000 square feetof , .this ; space is used for Roffe` retailing, approximately 800 square: feet is approximately 1 ° ,000 ' 'square is :used for. office space; and the remainder of the space is used for warehousing. The retail space is separated from the rest of the warehouse by hanging racks; which can be easily moved. As stated above, Roffe, Inc. is merely trying to create a way in which to make some old and second - quality merchandise available to its employees, their families and friends. The Company does not plan to advertise the store as such, but rather rely on word -of- mouth. If the requirements to come in compliance with the Tukwila City retailing laws are too prohibitive, Roffe, Inc. may find it necessary to explore the route of obtaining a temporary license for specific sale days throughout the year. Could you please send any information regarding permanent and temporary Tukwila City Retail License requirements to me. .O City of Tukwila December 3, 1 Page .2 of 2 If you would like to view the space, please contact our warehouse manager, John Gaston, at 622 -0456 to schedule a time. Sincerely, ROFFE, INC. Sandra L. Andresen Controller. cc: G..R..Jones, President John Gaston, Warehouse Manager enclosure: 0 CABOT, CABOT & FORBES 331 ANDOVER PAR. EAST TUKWILA. WASHINGTON 98188 12061246 -3439 sr To7",gL PA - x.08 5PkcE5 -f' Orrice SPftcE CaS) - I - rA lL ACr SPACE- Ces) (,l)f},(Et/ous/AJG- SickcE Andover Park West RCOIAIR5b PARK/46 e 5f 1 16 I‘I o 1I II IIIIli11111111I F111 11111IN1111 T 1 Office - . Office opcipmprii 0' 'RS i ocrf 520' • 8 -10' x 10' Rail Doors • • Building Area 119,860 Square feet 4 _ l ;k" - 12'W x I4'H Drive- - / Truck Doors r• adi--- ! e N 7.- Truck Doors 10'WxIO'H }x Dock High Canopy above 1to c` i s - z� N . 0 Offi R 7- Truck Doors 10'W x 10'H Dock High Canopy above • • • • Office FEET 200' L..0 Q :mot n J -4 MEMORANDUM To: City Clerk From: Building Official Date: December 1, 1992 Re: Business License Application for Roffe, Inc Jane, This application says they are (have) changed from wholesale to retail. I had a inspector check it out and he reported • they probably don't meet the State Barrier Free requirements for retail, and may not have the required exits for the new use. I have called these people at least three times at the numbers shown on the appliation and have been shuffled around to a bunch of different people. I have told them I need more information about what they're actually doing and will probably need a floor plan and site plan, and that they will probably have to install a handicap ramp if they are going to change the use of the building to retail. I keep getting told that they will have to talk to somebody else who will contact me. I have not been contacted by anyone. I can't sign off on this until they do something, but don't think 1 should hold onto it any longer here. Business License: • RENEWAL IgNEW Application Date: 10 -27 -92 Business Name ROFFE, INC. Local Street 530 ANDOVER PARK WEST Address TUKWILA, WA 98188 Local P. O. Box, if applicable Corporate Address: ROFFE, INC. 808 HOWELL STREET SEATTLE, WA 98101 Business Phone: 622 -0456 Corporate Phone: 622 -0456 Local manager (include name and home phone): JOHN GASTON Indicate ownership status: ❑ Individual ❑ Partnership 3.12 Corporation • Non - profit List owners, partners or officers: Title Residence Address City /State /Zip Phone SAM ROFFE CHAIRMAN 1929 SUNSET AVE. S.W. SEATTLE, WA 98116 932 -5538 ROBERT R. ROFFE EXEC VICE PRES 11401 ARROYO BEACH PL SW SEATTLE, WA 98146 246 -7892 G.R. JONES, JR. PRESIDENT 7320 45TH AVE. N.E. SEATTLE, WA 98115 525 -4999 Is your Door -to -door solicitation? iiD No • Yes business: Contractor based outside City? 1 No ❑ Yes If "Yes'; show Jobsite address In space below Operated from your Tukwila residence? a No • Yes If "Yes', read Information on reverse side and sign Any gambling and /or gambling devices on premises? t� No • Yes Any amusement devices on premises? Ill No • Yes No. of devices: Description of business (give details; also, list types of products sold or stored): WAREHOUSING / SHIPPING / RETAILING Size of floor space used: 39,280 sq. ft. Opening date of business at this location: 5/1/77 Total employees at Tukwila location, incl. management: Full -time: 8 Part-time: 4 Number of employees in each type of employment: Office: 1 Retail: 1 Wholesale: Manufacturing: Warehousing: 10 Other: Do you use /store /discharge flammable or hazardous materials? 'FNo 0 Yes If "Yes ", state type and quantity: In case of emergency, notify: Pho 1. ROFFE, INC. 622 -04+56 2. JOHN GASTON 938 -3985 Show 1991 City of Tukwila Business License No.: Renewal No 91 -439 If business name has changed in past year, list former name: Is your business use different than the New business NI■ previous use of this building /space? C J :No Yes If "Yes ", what was the previous use of this building/space? PREVIOUSLY ALL WAREHOUSING / SHIPPING. NOW 1,000 SQ FT DEVOTED .- Tn- -Dn • — "' -__. WIII there be: any construction or remodeling? i3a No C' "—` "/ installation of commercial storage racks? 0 No C a change of signage? E No C ~ The'obtalned, 11>StSllatiOR nOtttieHlia4 kBGit B e . .OFFICE . USE .: ONL ^Y ,.. ":, •..:. ,... P $50.00 Date: J /0 ,2 5/ 7.2- Received by: .C$100.00, Paid: D Cash F3 Check No.:Pr Receipt No.: 1 7 1 70a. . 4200.00 RECEIVED Building: • Building/sign permit attached Planning:. "/)'1z Zoning designation: C 1U, NOV 0 41992 �' c `�8e rrecsr ti c :� p Police: Fire: DEVELOPMENT Date issued: F 1992 License No.: • T CITY OF TUKWILA 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1800 This is an APPLICATION ONLY''andNOT a license' to conduct business. You must obtain a business license prior to conducting business. Application for City Business License 1992 Please provide the following information. Incomplete applications will NOT be accepted. Please return completed application with fee to Tukwila City Hall al aadress shown above, Attention: City Clerk's Office SEP 29 '92 11:26 TO 206 431 3665 September 29, 1992 FROM IJAYMARC T -449 P.01 V V ayirnarc Industries (U. S. A.) Ltd STORAGE SYSTEMS 6852 S. 224th ST. KENT. WA 98032 1 901 206. 8728222 FAX 206,872.8263 TO: BUILDING DIVISION, CITY OF TUKWILA ATTN: BOB BENEDICTO FROM: DON TUFTS RE: ROFFE DISTRIBUTION CENTER 1 . Ceiling sprinkler density is .39/5600. Conunodity is Class IV, non - encapsulated, clothing and fabrics. If you need further information, please let me know. Shicei Iy, microfilmed document is leas clear than this due to the queJ,i.ty of the rpriginal document. et 91 st ac ct zt a 01. E ii L ii L I 111IJ'111lI11111111 � 1 1 1 1 11 1 J I� II � 1 1 1111► 116)111 !l ti t'A� twG 1K.i2Y.. h 2 jf ' x T 1111111 I1 1I II)1.1L 1' { 11111 '111 1 '1U 11 040E ASSEMBLED 'VIEWS 4401E: ALL BAYS i DE 'A' UNLESS OTHERWISE NOTED. AFETY AR STEP BEAM DETAIL *N0' 1E STORAGE LEVELS C41+1 BE 'PARTIALLY '1ALLY OR FULLY GEGKED USING 2 "x ` 6" DIMENSION LtIMBER. ( understand'that'ttte'Plan ` therk approvals are - sublecf to erroi s and ormsstons and approval of Plans does not etfthorize the violation of any adopted code or ordinance. Rece1t'of contrnctors eoPX of approved pito % ad:Mailed 36 ANDOVER PARK WEST, YUKk7LA, WA ATE: AUG,18/92 ISSUE ° DATE: AUG 25 1992 DRAWN BY: BGS SCALE: '3/32'= REFEREtICE JOB NUMBER RECEIVED REVIEWED AND APPROVED ` CITY OF TLIKWtl.A CONSULTING STRUCTURAL , ? e `.a P ` 1 1 ENGINEERS