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HomeMy WebLinkAboutPermit B93-0329 - MOHAWK CARPET - STORAGE RACKSe r xr• r Community Development / Public Works (206) 431 -3670 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B93 -0329 Type: B -RACK Category: Address: 18255 SEGALE PARK DR B Location: Parcel #: 352304 -9119 Zoning: Contractor License No.: JRMCO * *099PM TENANT MOHAWK CARPET 18225 SEGALE PARK DR B, TUKWILA, WA 98188 OWNER SEGALE MARIO A PO BOX 88050, TUKWILA WA 98188 CONTACT JACK MCDONALD 1228 ANDOVER PK E, ,,TUKW LA --9,8188 CONTRACTOR CONTRACTOR J R M CONSTRUCTION 18318 9TH AVENUE N.E., SEATTLE, WA 981:55.:. ** k * * * * ** * * ***** * * *?Y14*** fit * * * * ** ** ** * *** �t * * * ** * * * *74i4***** *** k** * *•k ** k * * *•k k* Status: ISSUED Issued: 08/25/1993 Expires: 02/21/1994 Phone: Phone: 206 206 575 -0203 363 -6571 Permit Description: : °.:`` Rack Storage; UBC Edition. 1991 iY Val uati!on `10,'000. 00 Tota'1 ipermi t Fee: 5 * * * * ** k********* ** * * ** *, *** * * ** * * * **** * ** *ik• * * * *•k * * * * * *k * ** * *** ** *kit*` * * *** Permit Center "AUthori zed Signature I hereby certify that '•I, have read and!exami,ne�d 'this' p,e'rmit and know the same to be;ue and correct. All prrovisions bf: l.atAi, nd ordinances governing tli work will 'be complied -With, whether `specified herein or not The granting 6•f•;t.hisw� permit does :,not,prresume `t'o give authority to violate or cancel the pr�ov l s i ons of any other state or l oca 1'1 aws, re'gulating construction or th;e p.erf ormance of .work. 1 am author i zeed to sign for and obtain this b ildi'nper.mit. ^ Signature:_ Print Name: Title 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 TUKWII r" Department of Cc; f/I nunity Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER a15-030-9 PROJECT NAME ohA1oK e_A- p� SITE ADDRESS SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. EPARTME 14 BUILDING - initial review O FIRE ................:......................:...........: :...........::.........:....... Date Approved - CONSULTANT: Date Sent - FIRE PROTECTION: U Sprinklers (j Detectors N/A INIT: FIRE DEPT. LETTER DATED: INSPECTOR: O PLANNING ZONING: BAR/LAND USE CONDITIONS? Yes INIT: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- s- E- O PUBLIC WORKS O OTHER UTILITY PERMITS REQUIRED? Yes No INIT: PUBLIC WORKS LETTER DATED: INIT: 3 .3S_' BUILDING - inal review BUILDING f?Jt3 � INIT: ("z-. TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? °Yes Q_No UBC EDITION (year): v ci � j (oci INIT: REVIEW COMPLETED AMOUNT OWING: 1 I q (.p . %) CONTACTED -- -T �J DATE NOTIFIED c_„� �2 BY: (init. _ p� 2nd NOTIFICATION BY: (init. 3RD NOTIFICATION BY: init. 01/08/93 CITY OF TUKWILA Department of Community Development - 6300 Southcenter Boulevard, Tukwila WA (206) 431 -3670 BUILDINJ PERMIT APPLICATION Building Division 98188 PLAN CHECK NUMBER D3 al' PLETEL DESCRIPTION :r`: BUILDING :PERMIT FEE!<.. PLAN CHECK FEE BUILDING SURCHARGE:% TOTAL < AMOUNT: DATE SITE ADDRESS , SU TE # / 70.,), ..) 1,) „Ielak 1 igt-4 Or 6 VALU ,O CONSTRUCTION - $ 1r/,000 ASSESSOR ACCOUNT # 50- o -ql PI4OJECT NAME/TENANT ( TYPE OF • New Building • Additi• n • Tenant Improvement (commercial) • Demolit on (building) WORK: • Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIB WORK TO BE DONE: n 5 >!a / f / ' a r e -/— �731 ra c e e, c,4 s BUILDING USE (office, warehouse, etc.) 1.4)/^a1e150.( "e Wa,rc/c Car e 7`- NATURE OF BUSINESS: A 1' 0 0 6t.. 0 e (r. (0 ( 14 1L WILL THERE BE A CHANGE IN USE? No Yes If Yes, new buildin requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: i Tenant Space: 52, ©dO Area of Construction: 5 C r WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? J ,,No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER , �„ 0 r PHONE J S^ . 3 c b ADDRESS -- `` �t ZIP CONTRACTOR � t!" 4../ It 7411 6- i/e .. . S , 0 V 1 n 5 e q fir `-i•N 6 ..b 142 ZIP cm../ _ ADDRESS it" 5. (10 WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT PHONE ADDRESS ZIP :I HEREBY; CERTIFY :THAT I HAVE RE: BE :TRUE AND :CORRECT, AND JM SIGNATURE BUILDING OWNER OR AUTHORIZED AGENT PRINT NAME CONTACT PERSON ADDRESS U �e+;..d.I' A- D:AND :EXAMINED THIS JAPPLI AT1ONAN yt'JTHORIZED.TO'A L Y> IS.;PERMIT. DATE�J Ldl' f Kati •,, �d ('C 14 0 ( 0 /0/ c� PHONE 575-....0a0, CITY/ZIP - gi rl PHONE 5 J 'fit n r . 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 an Community Development prior to application submittal. Contact the application. In all cases, a valuation amount should be entered by th subject to possible revision by the Building Division to comply with BUILDING OWNER / AUTHORIZED AGENT If the applicant is otherth licensed by the State of Washington, a notarized letter from the pror permit application and obtain the permit will be required as part of thi: Jack McDonald Manager of Distribution EXPIRATION OF PLAN REVIEW Applications for which no permit is issue Pacific Northwest Division expire by limitations. The building official may extend the time for ac Residential Marketing days upon written request by the applicant as defined in Section 30. PAGER NO. No application shall be extended more than once. 977 3450 If you have any questions about our process or plan suunnua► rayuu N,daw contact the DepartmergEgfEg@7munity Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED - '13 AUG 2 4 1993 1228 Andover Park East Seattle, WA 98188 (206) 575-0203 (206) 782 -9143 (Res.) (800) 722 -4914 (206) 575-8124 (Fax) DATE APPLICATION EXPIRES PERMIT CENTER OW 1 alio 1 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION (206) 431-3670 BUILDIf'J PERMIT APPLICATION BUILDiNGPERMIT FEE'' PLAN CHECK`FEE` BUILDING SURCHARGE' OTHER: :'AMOUNTc <'. ACPT ># ;TO.TAL = SITE ADDRESS -,r �` ROJECT NAMETM ,�, r,; SLATE # per ' 0 i<-14, Dr , VALU OF CONSTRUCTION - $ /0 o o Q ANT I fl '.k �1 it , ASSESSOR ACCOUNT # 55,P. 3 0 -- c' l l TYPE OF 0 New Building • Additi. n • Tenant Improvement (commercial) U Demolit on (building) WORK: (Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIB WORK TO BE DONE: . ri 5 /r,t ii /'a r e 1.... 5-7S ea7 c % e s, p BUILDING USE (office, warehouse, etc.) LL/` 1 a14- 5 a (e. Wa r c, A d u. s Ca q e NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? No Yes If Yes, new buildingjrequirements may need to be met. Please explain: SQUARE FOOTAGE - Building: /es.) 600 Tenant Space: 52,/ coo Area of Construction: 9.51 00 0 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUIDING? kiNo 0 Yes IF YES, EXPLAIN: PROPERTY OWNER '- Y c u/ t'ta a J PHONE 5 s^ . 3� 0 0 ZIP c •L ADDRESS _. I. r CONTRACTOR l -I • N ....3 ADDRESS 114- 5 06 1 7-1) /9` Vr r ZIP E.`/ $ e C( WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT PHONE ADDRESS ZIP 1::'MEREBY CERTiFY:: THAT I HAVE :READ :AND:.EXAMINED THIS: APPLI BE;TRUE AND;CORRECT AND:: M THORIZED TO'A,I.Y<: >FO BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE CONTACT PERSON lo PRINT NAME ! ADDRESS 3&(< r se- ATION:AND KNOW SA E DATE 41.1 f PHONE 5 75,- Co ao . qdl PHONE /5-2 . 0 0 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -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 Bui,ding Code (current edition). No application shall be extended more than once. 11 you have any questions about our process or plan submittal requirements, please contact the DepartmeRWEG .57munity Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED cry- 613 AUG 2 4 1993 DATE APPLICATION EXPIRES PERMIT CENTER COMMERCIAL SUBMITTAL CHECKLIST NEW COMMERCIAL BUILDINGS /ADDITIONS; Completed building permit application (one;tor each structure); n Assessor Account = Number Two sets. (2) of the. following: Specfficailons fn ; Structural calculations stamped by a Washington. State Iicensei engineer; ri.Sons report stamped by a Washington State licensed engineer 11 Topographical survey • ocation;of tenantspace xisting and proposed parkin ndsoape plari:(11 applicable Overall; building plan ;` :Tenant location, :,, Use of adjacent (common; wall) tenant verail dirensions of building orsquare foots Floor plan of proposed ientinl space Tenant space plan with use of each room :labels Exit doors, ogress patterns New walls, existing wail; and walls to be•demelish Energy calculations stamped by a Washington State livens engineer: or architect" Legal description r� ;Working drawings; stamped bye Washington State licensed architect, which include Site plan • Architectural drawings •. Structural drawings Mochanical'drawings Elevations. Civil drawings Landscape plan Completed utility permit application (one for entire project) Six (6) sets of Civil drawings NOTE; See utility permit application andchecklrst for spe&flc submittal requirements;:. Construction details Cross 'sections :showing;wall construction and n,ethod,o attachmentfor flooranri ceiling Structural calculations. stamped by a Washington State license :engineer may be required if structural work fs to be done (2 see NOTE IJ any utlhfy work Js to be done, submitaeparate utlGry perm applica►ion and. plans:.,, RACK STORAGE QCompleted building permit application Assessor Account:Number Two (2) sets of plans; which include:: Building floor plan showing;.:,:. • Entire spaco.where racks will be located • Exit doors • Dimensions of all aisles Tenant space floor plan showing rack storagelayoot, aisles and exits Completed.buildng permit application, Assessor Account Number :Narrative describing existing roof 'material being installed > NOTE A cernficadon letter is required prior to'final inspection and sign of the permit <. One.:-Ibripactiatiricture material being .removed; ar 1.'1 ANTENNA/SATELLITE DISHES Completed bullding permit application Assessor Account Number • ;'.Two (2) sets of.plans, which include n Site Ptan (showing building and location of antenna/setellite.dis Details : antenna/sateliite dish end.method'of attachrnen Structural calculations stamped, by a Washington State license ..engInciermay be . required :1 NOTE: • include dimensions of racks (height,' width and length) aisles and exit ways on plan. ri" Structural calculations stamped by a Washington State licensed engineer (rack storage 8' and over). '. RESIDENTIAL NEW SINGLE•FAMILY DWELLINGS /ADDITIONS Completed building permit application (one for each structure Legal description Assessor Account Number - Two sets (2) of working drawings; which;include: Site plan ._.....__1. (pn plan; show closesthydrant Iocation > :.. • .Foundation plan nclude access to biilldlnb showing • Floor plan wfdrh and length of access ) • • Roof plan Building elok tions (all views • Building cjid- section Structural (raining plans RESIDENTIAL REMODELS :Completed building permit application nAssessor Account Number Two (2) sets of working :drawings; which Include ::Site plan::;. ;Foundation plan:. Floor plan; Roof plan '•:Building elevations (alt views);; Buiiding,cross= section ;: Structural framing plans :NOTE 11 any mhty work is to be done. provrde'utllny per'mlt application and plans"must be; submitted:;: 7 Washington State Energy Code da 7 Completed utility permit application Six. (6) sets of site plans showing utilities NOTE:.. Building site plan and utility site plan may be combined,:: :•See utility permit application and checklist for sPecific submittal requirements Additional lopographlcal and soils information may be requlrod if unique "REROOFS"::. :Completed building permit application (ono for each Assessor Account Number Narrative describing existing roof, material being removed,;an material being"mstalled. :.. . NOTE A certifloatron letter Is required prior to final Inspocdon and sign; off of the pttrmit site conditions. AUG- 25 -'93 WED 16 :12 ID:TUMWATER LOCATION. TEL NO:206 239 5461 4607 P02 Department of Labor at Industries Contractor Registration Section PO Hon 44450 Olympia WA 98504.44450 (i0 -01 -93 420* 1 REGISTRATION VERIFICATION (206) 956.3226 3l0 3- (051 J FAX QN 956-5223 Rvgiatsrab none J R M CONSTRUCTION tastiaadan nwnbar 4 JRMCO * *099PM FTom10 — 3. :571.7.‘ Olympia Headquarters &eA' % WA % 1E5 .1 Contractor: Your Certificate of Registration will be sent from the Olympia office and should be received within 2 to 3 weeks. Please keep this record until you receive your Certificate of Registration, k***** kk* k*** k.* kk• k*.** kkk*,• k*******4* ** *** *k * *khk•k ****44*k* ***k * ** CITY OF.TUKWILA4 WA TRANSMIT k***k*** kk*** A• k******** k********* kk*** k **kk*k4A* *k *'k*k *k•k•k** *•k*A TRANSMIT Number:. 930011.76 Amour►t : 196.90 08/25/93 16:49 Permit Na: 093 -0329 Type: 0 -RACK RACK STORAGE dloysj Parcel No: 352304 -9119 Site Address: 18255 SEGALC PARK DR 0, Payment Method: CASH Notation: MOHAWK CARPET Ir►it: SLp k* kkk*****,*********•**• k******: kk*** k* 4 * ***k* *•k ******* ****A* *•k**•k** Account Cade Description 000/322.100 BUILDING.- .NONRE$ 000/386.904 STATE BUILDING SURCHARGE Total' (This Payment): Total Fees: Total All Payments: Balance; 196,90,: 196.90 .00 Paid 192.40 4.50 196.90 GENERA 192.40 GENERA 4:50 TOTAL 196.90 CASH 200.00 CHANGE 3.10 3798A000 16 :46 4' r CITY OF TUKWILA Address: 18255 SEGALE PARK DR 8 Permit No: 893-0329 Tenant: MOHAWK CARPET Status: ISSUED Type: 8-RACK Applied: 08/24/1993 Parcel #: 352304-9119 Issued: 08/25/1993 *************************************************************************** Permit Conditions: 1. No -changes will be madettif!IOlan*:iiteSsapproved by the Arch i tedt and the TulWifla-BU41 d 1 ng Division. 2. All permits, i ns,p444b41 records, andA approved ':Piaqs, shall be ma i n t a i ned a va4Jabl'e at. 41.)e:; 10 site pri ork't,p the start of .any cons trup.t.OK These .documents are to i'b,e'4 ilia i nia*60 available 4;0) fyi*J11i0ectionapRro■ial is granted. 3: When spe4411/ inspeq),on isreci'Ulredaither the'''Piirler, archl tec* 0 ginee r s ha i 1 nOt "iffy the Tukwila 617iding Division* 44yointMght of iWiinSOct ion agencies prior W the f tff.,iff building,tnspaotkOn CoOls of all 4ed141 inspesp :/, y ‘ .. r , onx' cpport ,S0 sha:e ' sOmitted to the Bui IA ing' i v i Apn Enka t tme 1 y manner. '''Reports shall contain address,.. p ro IWO name, ' permi t nOber ard-''tYp e,,.,..of inspection 1:),efpg A e -.;1 , . — - per mel . p , o. 7 , 4. The jrnecta,+' inspectorZ:Shal 1 submit a:.:f itiali- signed report steOng whether t,h0._wo0„1, re*ii4n04,Pc1a1 -Inspectiom. was, to IpVe . best of ,the..AimS"kest044 kniivild§W in:,';',conformante40 tb apOilVvedlYfans and ,s'6ec,alons and cthe-bp 1 icable work- ' Mailpii p prOv i si onS 01--th.;,6 08py,, \ v,,,, 5. Al lw,cpnstrmpt ton .66pe' dop'efel ri',:cp rifpkm a noew i th approved '- p14#,Ii and ,, reoUl rement4,..,6f, he UnAfqi.i108U,Vdlng Code (1991 1 E di kAn 0s ta men d e d by the Wa s 11014ton,1 Stat'e'13 01 1 d i ng',' Codg,iY 6. Val tliity 0 'vciie 6)0 t . The isSuance, Pf';'-a;‘).1,er.m:i„t or a pk$00.41,,,Of pl an S* s 0004 9 cat,i ohs and computation.. shall not i),0' oqn.." i:\Ig' strue ,' p'iti* a. 04imit for, or an laplirOyial of-,.any q‘violi:on of any ;$A the provl„sions of this,pod'e,,pr \04 a4 ,,,,other — ordinan.0\Of the )urIOdi ct ton . '.No p e r4110144s 6 m i nq to g 1 Vo yki authorit'Ir vi0*6 �n cancel ' the provisions of 44,01s code:/ shall b e y'..0iFi d ,4.., A., .. '''4:'ff,a..,*,,,, r• '1,,, :t:4NAt'C'''tK ■t.c. .e' r:i; ;;;,`+yamitYcOiti City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary. L. VanDusen, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Control No. Permit No. Project Name / //O l 4)u e CA X2,2 1 Address / tC`7 (-; / r A3ie Lir) . � Suite # Retain current inspection schedule Needs shift inspection V Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: it/ Halon: 1/ Monitor: /' // 4 /1//11'/ Pre -Fire: Permits: Authorized' Signature '. f (')%)1 °3 Date FINAL1PP.FRM T.F.D. Form. F.P. 85 4 - INSPECTION RECORD t` Retain a copy with permit P CITY' OF TUKWILA BUILDING DIVISION �" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 �'�' O&).. 31 -3670 Project: Type of Ins.:. ion• ■ a. M 1 nstru ons: Date ant • � Requester: Phone No.: __.. •• Approved per applicable codes. ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE R '(WIRED. Pr[q(,Jo reinspection, fee must be paid at 6300 Southcenter Blvd,; Suite 100. CaII to schedule reinspection. OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 7254600 • Tacoma 627.4477 • Fax (206) 723.2221 DATE: S 12-Li 1q3 FAX TO: Jack COMPANY : moha W 4i Cor Pe. 1- FAX NUMBER: Si S' - g 1 z.L1 NUMBER OF PAGES: 415 (including this cover sheet) MESSAGE: us► n i-i on mull n l �-�- ► 5 posy a imSi- be nncrci,c. in Ord-ex- -hp i- a -Ana I r•epor+ frnn C.i tui o Tu kvvi 10 . On S Coven o rsson OTTO ROSENAU & ASSOCIATES, INC. CITY OF TU WILA AUG 2 4 199 PERMIT CENTER AUG- 24.93 TUE 13:30 Otto Rosonau Assoc Inc 2067232221 OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L King Way South • Seattle, WA 98118 (206) 7254600 • Tacoma 6274477 • Fax (206) 723.2221 INSPECTION OF PROJECT: Mohawk Carpet ADDRESS: 1228 Andover Park E., Tukwila ARCHITECT CONTRACTOR: Mnhatsk CAr4 r RACK ANCHORAGE PERMIT NUMBER: B93 -0299 JOB NUMBER: 93 -197 ENGINEER: Rupert Engineering INSPECTED AT Job site P.02 INSPECTOR AND DATE INSPECTORS REMARKS G. Moe 8 -5 -93 G. Moe 8 -11 -93 G. Moe 8 -19 -93 As requested by Mohawk Carpet, inspected:embed depths "and completed installations of Rawl, stud expansion bolts at rack anchorage base plates. Work and materials were found to conform :with Rupert Engineering's specifications dated 7.21 -93. Inspected hold -down anchor bolts at storage racks E, F, & G. Noted correct embed depth for 5/8" diameter parabolts. Bolts have not been tightly fastened with nuts. Isolated bolts ware :found to be placed at angle which will not allow clearance from rack frame•to fasten nuts. As requested by Mohawk Carpet, inspected completed placement of Kwik- bolt anchors at storage racks. All work and materials per specifications. All anchors were securely fastened w /nuts. Retrofit of four broken bolts per detail, R -1 baseplata repair, Rupert Engineering, Inc. oo:1 -Owner /Contractor Architect 1- Englneer Contractor RUG -24 -93 TUE 13:32 Otto Rosenau Assoc APPROVED PLANS ON Sc .: YES Inc 2067232221 P.05 NO�, IF NO PL( E CALL TOM: 684 -8476 PAGE NO: ■ 0 =1 DATE PERMIT SIGNED FOR FOUNDATIONS: PERMIT NO: R O S E N A U & A S S O C I A T E S , IN C. 725 -4600 & 627 -4477 FAX NO: 723 -2221 PROJECT: vA+IAN--ate ADDRESS: ARCHITECT: CONTRACTOR: INSPECTION AT:4\ 50.4` ENGINEER:V,:.i2.'i AUG -24 -93 TUE 13:31 Otto APPROVED PLANS ON S : PAGE N0: ‘07:::k Rosenau Assoc Inc 2067232221 YES NO , IF. NO PLir 3 CALL TOM: 684 -8476 PERMIT NO :S 15•- Oz`t`j DATE PERMIT SIGNED FOR FOUNDATIONS: O T T O R O S E N A U & A S S O P.04 T E S, i N C. 725 -4600 & 627 -4477 FAX NO: 723 -2221 PROJECT: 0NAA. -Imt C dUrp=C"' ADDRESS: 5Z- , ARCHITECT: ENGINEER: CONTRACTOR: JSUB CONTRACTOR: 1 A"A INSPECTION AT: JN;±Z <.°r` . INSPECTION OF: INSPECTOR AND DAATE • -�,r t, ° 1 i_ °r 'g 6NR.l (ni..n .'ro�rsawm�srra�sms��lmO,�se7�s tsamra�amrrnart�pmp �mnmrarmns;gsgaragpa '171 73; tZ #vim . . AUG -24 -93 TUE 13:31 Otto Rosenau Assoc. Inc. 2067232221 APPROVED PLANS ON 5 (7.:: YES NO IF N PLL. . ,E CALL TOM: 684 -8476 'DATIq S: PERMIT NO: PAGE NO: k ∎s = k DATE PERMIT SIGNED FOR FO O T T O R O S E N A U & A S S PROJECT: JWO,.14J< 4.*2 ` % ADDRESS: i v'Z. a 'a= .�)4.1t. , ARCHITECT: CONTRACTOR: INSPECTION AT: 4•4 e.. P. 03 T E S, I N C. 725 -4600 & 627 -4477 FAX NO: 723 -222], • ENGINEER:12 J •),.y Q'T i . SUB CONTRACTOR: INSPECTION OF: 24...A A►-IC.,iA•WCZ (j' INSPECTOR /f AND DATE: -�J� • l • '��! ` 1 1 iQ�j �� M� ,q 3 CZ 1Z"T"' ' �—�(� ► ,� =Z t r�f g 6c.' 4. % v • -7 -2�)- CITY OF TUKWILA RACK STORAGE DIMENSIONS LINEAR FEET X HEIGHT = TOTAL "' �.. 0 X ?NO =: a/60 X X X X GRAND TOTAL RECEIVED CITY OF TUKWILA AUG 2 4 193 PERMIT CENTER From: Carlos T. Skelton To: Jack McDonald 812410314:80:20 understand that the Plan CIi @eN lipfif6V815 Af@ �avif subject to errors nod t�rei ttihr�tat1d t4Op tit 101 mans does not. +,;1.'r,f::' .. lai ft1 = adopted code cl' ur:t;;,;� : n 1Fa ; . tractor's co of app ovoi1 c Page 1 of 1 b - -- MI - "' n:: MN IN MN IN MI r_ =—_ ■lemo r em mo me me r me me me .... - ■r r :gm nom MN MI 1110111 -- am C- :■■ ■■— -CC r r -_ IN r r ■■= No we. MO rrr MOON _ all NNW Imp -� -- EN: - - :r- - -- ii= MI MI NM r-- =MI - m. -- -- - r — r 1•� --- NM lei -- - rMI MN MN — - -C MI - r - -- 26' 0" 80 fi 24' 0" 12 0" • • T 50 0" Office (2 story) FLOOR SLAB FLOOR REINFORCEMENT CONCRETE ALLOWABLE SOIL BEARING CONCRETE SLAB LIVE LOAD 0 45' 0" 6" 6X6 - 6/6 WWM F'C = 2500 PCI 2500 PSF 400 PSF Mohawk PEA Carpets 2 4 1993 PER CENTER WiLN APPROVEu 250 ft, .. n n 5 1993 u t t:.t) �,....--- ^"""`� RECEIVED the a i�U51 ©1`S CITY OF TUKWILA 4 RUPERT ENGINEERING, INC. 1519 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 TEL (206) 833 -7776 FAX (206) 939 -2168 JOB G3-o-%0 ci 9 3 _....... . SHEET NO 2- OF CALCULATED BY DATE J1.4 - 13 CHECKED BY DATE SCALE 2451 H t (pm cAot-Ptar s1,74 -Pre 12-Are.4 Ll p c%-4 T P3r.rz et-1- CM' LA-TIT 'j) el.. N. Prr i u 1oA GTU 2+611- 2 - c-GN r ►t M1 bT6'z. RA-1.4 L - s- rt.t E) . P',•1$ I c7-1 8 cr 1 s 4u MINI •■4 vu■,' - "}P St- *t. t r.! % cry ar) I2-6'-p U 1 rk.e; P ��-,-t VwE D AUG 2 4 1893 N-rs A P RECEIVED CITY OF TUKWILA AUG 2 5 1993 PERMIT CENTER i 0 , 1 /u X" 2 - c-GN r ►t M1 bT6'z. RA-1.4 L - s- rt.t E) . P',•1$ I c7-1 8 cr 1 s 4u MINI •■4 vu■,' - "}P St- *t. t r.! % cry ar) I2-6'-p U 1 rk.e; P ��-,-t VwE D AUG 2 4 1893 N-rs A P RECEIVED CITY OF TUKWILA AUG 2 5 1993 PERMIT CENTER RUPERT ENGINEFrNG, INC. 1501 W. Valley Highwa ol. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833-7776 FAX (206) 939-2168 JOB SHEET NO OF CALCULATED BY CHECKED BY DATE SCALE DATE rr 9 a PIVOUCT 201.1 lkqW S4me)20$.1 (hc461) RNA lot Cal* gut 01111. 4 Odu Peg KUM 1405.12/4303 ib kol I v-er-i71-. (-Prig- - ................... ......... . ..............- r--- —... ...—..... ...... I 3iii _....1 ....... Lifat . ... '13 GIPL-itrj --.7^ ...., -1 ...1 CI 1". .... ..... -.-..- 1 - , . .,.• ..... r ., ...... ..... .... ... . t / r. et..-.. ... , . .. . • i ............ ..--- .4114 I p P tie •C . . tt- ,../. .... ....-...... ..., ... ... ..... ... ...... •• ............ ...... ....... ............. ..-....... ................. L. .... _ - LI • ........... ......... ................ ..... _ 5 .... ... e ........ .... ........ .. ......... ,13 i ibc ito .*‘41••••• ..„.........w......... _ ............. 11161k ........ .... ga. .... ...... , . .......... L. ST1. .1.4. q....9?....‘4.1............... ... . . . ...._.......-... . ..... ........ r1 PIVOUCT 201.1 lkqW S4me)20$.1 (hc461) RNA lot Cal* gut 01111. 4 Odu Peg KUM 1405.12/4303 Eauxu't Ein tnativ On& CONSULTING ENGINEERS /CIVIL AND STRUCTURAL July 21, 1993 Job. No. 9306 -093 Mohawk Carpet 1228 Andover Park East Tukwila, WA 98188 Attention: Mr. Carlos Skelton Regarding: Rack anchorage and baseplates at 18255 Segale Park Drive B, Tukwila, WA Dear Mr. Skelton, Please find attached calculations and baseplate details for the racks referenced above. These calculations to determine adequate anchorage and the required base plate size were performed based on the site information and loading conditions that you provided. There are two types of racks with two loading conditions for the 20' racks and one loading condition for the 16' Interlake racks. These loadings are illustrated on sheets 5 and 18 of the calculations. The racks were analyzed for resistance to overturning due to seismic forces per the 1991 . UBC. Standards. Under the various load cases, it has been found that this racking requires attachment and'base plates per the , details on sheets 20 and 21. Please note that special inspection is required during the installation of the Rawl Stud expansion bolts. Please contact us if you have any questions. Sincerely, RUPERT ENGINEERING, INC. (27.1;6414: Daniel P. Sully, Attachment RECEIVED CITY OF TUKWILA PERMIT CENTER 1519 West Valley Highway North /Sulte 1Q1 Post Office Box 836 /Auburn, WA 98071 206 - 833 -7776 Fax 206. 939.2168 `RUPERT ENGINEERING, 7. 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 JOB NO.: 9306 -093 DATE: 7/21/93 CALCULATED BY: DPS SHEET NO.: . JOB NAME MOHAWK CARPET RACKS Z 1E1- Lerr(' p- ,toU►2�r on SCOPE OF WORK DETERMINE ANCHORAGE AND BASEPLATE REQUIREMENTS OF THE STORAGE RACKING SUBJECT TO SEISMIC ZONE III LOADINGS PER THE 1991 UNIFORM BUILDING CODE STANDARDS. ALL RACKING PER MANUFACTURER. DESIGN PARAMETERS CONCRETE SLAB THICKNESS - CONCRETE f'c - ALLOWABLE SOIL BEARING PRESS. STEEL PLATES (A36) Fy - RAWL -STUD EXPANSION ANCHORS OR EQUAL SEISMIC LOADING (ZONE III) V = (ZIC /R)W Z = 0.3 I = 1.0 C = 2.75. R = 6 ZIC \R = 0.14 0.14W V * (Wi *Hi) /SUM(Wx *Hx) SEE SHEETS itNo r FOR MORE LOADING INFO. 6.00 inches 2500 psi 2500 psf 36 ksi ' RUPERT ENGINEERING, 0. ; . 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 .' JOB NO.: 9306 -093 DATE: 7/21/93 CALCULATED BY: DPS SHEET NO.: 2. . INPUT DATA RACK TYPE DEPTH OF RACK = # OF SHELF LEVELS LEVEL 1 2 3 4 5 STORAGE 4.00 FEET 5 EIGHT, 2.40 2.40 2.40 2.40 2.40 Wi kips kips kips kips kips HEIGHT. Hi 20.00 feet 16.00 feet 12.00 feet 8.00 feet 4.00 feet CASE I - ALL LEVELS LOADED # Wi Hi W x H Pi (kips) (feet) (kip -ft) (kips) 1 2.40 20.00 48.00 0.550 2 2.40 16.00 38.40 0.440 3 2.40 12.00 28.80 0.330 4 2.40 8.00 19.20 0.220 5 2.40 4.00 9.60 0.110 12.00 144.00 Mot = 1.15 *SUM (M) Mres. = SUM(W) *D /2 Madd. = 1.5 *Mot - Mres. _ DOWNLOAD = (Mot + Mres.) /D = UPLIFT = Madd. /D M (kip -ft) 11.00 7.04 3.96 1.76 0.44 1.65 24.20 27.83 kip -ft 24.00 kip -ft 17.75 kip -ft 12.96 kip 4.44 kip 'RUPERT ENGINEERING, (-.1. 1519 WEST VALLEY HWY,'NORTH AUBURN, WA 98071 ( JOB NO.: 9306 -093 DATE: 7/21/93 CALCULATED BY: DPS SHEET NO.: 3 . CASE II - ALL LEVELS LOADED EXCEPT BOTTOM # Wi Hi W x H Pi M (kips) (feet) (kip -ft) (kips) (kip -ft) 1 2.40 20.00 48.00 0.471 9.43 2 2.40 16.00 38.40 0.377 6.03 3 2.40 12.00 28.80 0.283 3.39 4 2.40 8.00 19.20 0.189 1.51 5 0.00 4.00 0.00 0.000 0.00 9.60 Mot = 1.15 *SUM (M) = Mres. = SUM(W) *D /2 Madd. = 1.5 *Mot - Mres. = DOWNLOAD = (Mot + Mres.) /D = UPLIFT = Madd. /D = 134.40 20.37 23.42 kip -ft 19.20 kip -ft 15.93 kip -ft 10.66 kip 3.98 kip CASE III - ALL LEVELS LOADED EXCEPT 1 2 3 4 5 BOTTOM (2) Wi Hi W x H Pi M (kips) (feet) (kip -ft) (kips) (kip -ft) 2.40 20.00 48.00 0.413 8.25 2.40 16.00 38.40 0.330 5.28 2.40 12.00 28.80 0.248 2.97 0.00 8.00 0.00 0.000 0.00 0.00 4.00 0.00 0.000 0.00 7.20 Mot = 1.15 *SUM (M) = Mres. = SUM(W) *D /2 Madd..= 1.5 *Mot - Mres. DOWNLOAD = (Mot + Mres.)/D= UPLIFT = Madd. /D = 115.20 16.50 18.98 kip -ft 14.40 kip -ft 14.06 kip -ft 8.34 kip 3.52 kip «RUPERT ENGINEERING, CI. 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 JOB NO.: 9306 -093 DATE: 7/21/93 CALCULATED BY: DPS SHEET NO.: ' . CASE IV - ALL LEVELS LOADED EXCEPT BOTTOM (3) # Wi Hi W x H Pi M (kips) (feet) (kip -ft) (kips) (kip -ft) 1 2.40 20.00 48.00 0.367 7.33 2 2.40 16.00 38.40 0.293 4.69 3 0.00 12.00 0.00 0.000 0.00 4 0.00 8.00 0.00 0.000 0.00 5 0.00 4.00 0.00 0.000 0.00 4.80 Not = 1.15 *SUM (M) = Mres. = SUM(W) *D /2 Madd. = 1.5 *Mot - Mres. = DOWNLOAD = (Mot + Mres.) /D = UPLIFT = Madd. /D = 86.40 12.03 13.83 kip -ft 9.60 kip -ft 11.15 kip -ft 5.86 kip 2.79 kip CASE V - ALL LEVELS LOADED EXCEPT BOTTOM (4) # Wi Hi W x H Pi M (kips) (feet) (kip -ft) (kips) (kip -ft) 1 2.40 20.00 48.00 0.330 6.60 2 0.00 16.00 0.00 0.000 0.00 3 0.00 12.00 0.00 0.000 0.00 4 0.00 8.00 0.00 0.000 0.00 5 0.00 4.00 0.00 0.000 0.00 2.40 Mot = 1.15 *SUM (M) _ Mres. = SUM(W) *D /2 Madd. = 1.5 *Mot - Mres. DOWNLOAD = (Mot + Mres.) /D = UPLIFT = Madd. /D = 48.00 6.60 7.59 kip -ft 4.80 kip -ft. 6.59 kip -ft 3.10 kip 1.65 kip M RUPERT ENGINEER CG, INC. 1519 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 TEL (206) 833 -7776 FAX (206) 939.2168 JOB 1 ?�'C510 ^ Q Cl SHEET NO J OF CALCULATED BY 2)-i DATE Z.IrLI 4313 CHECKED BY DATE SCALE • 1 - 1 O a :0 _0 7 P; Ws: r—lw 0 'EPTIa • RUPERT ENGINEERING, (,0. 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 RACK TYPE STORAGE MAX DOWNLOAD = MAX UPLIFT = COLUMN DIMENSION X = Y = PLATE DIMENSIONS x = y = SLAB THICKNESS = F'c = SOIL BRG = Fy = SLAB ANALYSIS Ft = 3.5 *SQRT(F' S = Ma = SOIL BRG = M = Lmax = SOIL Areq'd = X slab = Y slab = SOIL A prov = SLAB OK 12.96 kips 4.44 kips 3.00 inches 3.00 inches 7.00 inches 4.00 inches 6.0 inches 2500 psi 2500 psf 36 ksi 175.00 psi 72.00 in "3 1050.00 #" 3333.33 psf 1/2 (SOIL) L "2 9.52 inches 3.89 feet "2 26.05 inches 23.05 inches 4.17 feet "2 BASEPLATE ANALYSIS TRY pL w/ t = S = Fb = MpL = MpL = 1/2 *fp *1 "2 ApL = x * y le max = a prov. = b prov. = a eff. = b eff. = 1 eff = ApL eff. = fp = P/A MpL = t raga = 0.393 BASEPLATE NO GOOD 0.375 0.023 36 0.844 inches in. "3 ksi kip" 2.800 inches 2.000 inches 0.500 inches 2.000 0.500 2.000 28.000 0.463 0.926 inches inches inches inches ksi kip" inches JOB NO.: 9306 -093 DATE: 7/21/93 CALCULATED BY: DPS SHEET NO.: (o . �. YR 1 4 J *RUPERT ENGINEERING, 471. 1519 WBST VALLEY HWY, NORTH AUBURN, WA 98071 ( JOB NO.: 9306 -093 DATE: 7/21/93 CALCULATED BY: DPS SHEET NO.: 74 . JOB NAME MOHAWK CARPET RACKS -; I'- $ L G.0 4J21-11 cm-1 SCOPE OF WORK DETERMINE ANCHORAGE AND BASEPLATE REQUIREMENTS OF THE STORAGE RACKING SUBJECT TO SEISMIC ZONE III LOADINGS PER THE 1991 UNIFORM BUILDING CODE STANDARDS. ALL RACKING PER MANUFACTURER. DESIGN PARAMETERS CONCRETE SLAB THICKNESS - CONCRETE f'c - ALLOWABLE SOIL BEARING PRESS. STEEL PLATES (A36) Fy - RAWL -STUD EXPANSION ANCHORS OR EQUAL SEISMIC LOADING (ZONE III) V = (ZIC /R) W V Z = 0.3 I = 1.0 C = 2.75 R = 6 ZIC \R = 0.14 0.14W Pi = V * (Wi *Hi) /SUM(Wx *Hx) SEE SHEETS 5 FOR MORE LOADING INFO. 6.00 inches 2500 psi 2500 psf 36 ksi 'RUPERT ENGINEERING, (7'. 1519 WtST VALLEY HWY, NORTH AUBURN, WA 98071 JOB NO.: 9306 -093 DATE: 7/21/93 CALCULATED BY: DPS SHEET NO.: . INPUT DATA RACK TYPE DEPTH OF RACK = # OF SHELF LEVELS LEVEL 1 2 3 4 5 6 7 8 STORAGE 4.00 FEET 8 EIGHT, 2.40 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Wi kips kips kips kips kips kips kips kips HEIGHT, Hi 20.00 17.50 15.00 12.50 10.00 7.50 5.00 2.50 feet feet feet feet feet feet feet feet CASE I - ALL LEVELS LOADED # Wi Hi W x H Pi M (kips) (feet) .(kip -ft) (kips) (kip -ft) 1 2.40 20.00 48.00 0.526 10.52 2 1.00 17.50 17.50 0.192 3.35 3 1.00 15.00 15.00 0.164 2.46 4 1.00 12.50 12.50 0.137 1.71 5 1.00. 10.00 10.00 0.110 1.10 6 1.00 7.50 7.50 0.082. ,0.62 7 1.00 5.00 5.00 0.055 0.27 8 1.00 2.50 2.50 0.027 0.07 9.40 118.00 1.29 20.10 Mot = 1.15 *SUM (M) = Mres. = SUM(W) *D /2 Madd. = 1.5 *Mot - Mres. = DOWNLOAD = (Mot -I- Mres. ) /D UPLIFT = Madd. /D 23.11 kip -ft 18.80 kip -ft 15.87 kip -ft 10.48 kip 3.97 kip 'RUPERT ENGINEERING, (-I. 1519 WEST VALLEY HWY, "NORTH AUBURN, WA 98071 DAJOB NO.: 9306 -093 TE: 7/21/93 CALCULATED BY: DPS SHEET NO.: 1 CASE II - ALL LEVELS LOADED EXCEPT BOTTOM # Wi Hi W x H Pi M (kips) (feet) (kip -ft) (kips) (kip -ft) 1 2.40 20.00 48.00 0.480 9.60 2 1.00 17.50 17.50 0.175 3.06 3 1.00 15.00 15.00 0.150 2.25 4 1.00 12.50 12.50 0.125 1.56 5 1.00 10.00 10.00 0.100 1.00 6 1.00 7.50 7.50 0.075 0.56 7 1.00 5.00 5.00 0.050 0.25 8 0.00 2.50 0.00 0.000 0.00 8.40 115.50 18.29 Mot = 1.15 *SUM (M) = Mres. = SUM(W) *D /2 Madd. = 1.5 *Mot - Mres. = DOWNLOAD = (Mot + Mres.) /D = UPLIFT = Madd. /D = 21.03 kip -ft 16.80 kip -ft 14.75 kip -ft 9.46 kip 3.69 kip CASE III - ALL LEVELS LOADED EXCEPT BOTTOM (2) # Wi Hi W x H Pi M (kips) (feet) (kip -ft) (kips) (kip -ft) 1 2.40 20.00 48.00 0.442 8.84 2 1.00 17.50 17.50 0.161 2.82 3 1.00 15.00 15.00 0.138 2.07 4 1.00 12.50 12.50 0.115 1.44 5 1.00 10.00 10.00 0.092 0.92 6 1.00 7.50 7.50 0.069 0.52 7 0.00 5.00 0.00 0.000- 0.00 8 0.00 2.50 0.00 0.000 0.00 7.40 110.50 16.61 Mot = 1.15 *SUM (M) = Mres. = SUM(W) *D /2 Madd. = 1.5*Mot Mres. = DOWNLOAD = (Mot + Mres.) /D UPLIFT = Madd. /D = 19.10 kip -ft 14.80 kip -ft 13.85 kip -ft 8.48 kip 3.46 kip 'RUPERT ENGINEERING, :. 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 ( JOB NO.: 9306 -093 DATE: 7/21/93 CALCULATED BY: DPS SHEET NO.: )0 . CASE IV - ALL LEVELS LOADED EXCEPT BOTTOM (3) # Wi Hi W x H Pi (kips) (feet) (kip -ft) (kips) 1 2.40 20.00 48.00 0.410 2 1.00 17.50 17.50 0.150 3 1.00 15.00 15.00 0.128 4 1.00 12.50 12.50 0.107 5 1.00 10.00 10.00 0.085 6 0.00 7.50 0.00 0.000 7 0.00 5.00 0.00 0.000 8 0.00 2.50 0.00 0.000 6.40 103.00 Mot = 1.15 *SUM (M) = Mres. = SUM(W) *D /2 Madd. = 1.5 *Mot - Mres. = DOWNLOAD = (Mot + Mres.) /D = UPLIFT = Madd./D = M (kip -ft) 8.20 2.62 1.92 1.33 0.85 0.00 0.00 0.00 14.93 17.17 kip -ft 12.80 kip -ft 12.95 kip -ft 7.49 kip 3.24 kip CASE V - ALL LEVELS LOADED EXCEPT BOTTOM # Wi Hi W x H (kips) (feet) (kip -ft) 1 2.40 20.00 48.00 2 1.00 17.50 17.50 3 1.00 15.00 15.00 4 1.00 12.50 12.50 5 0.00 10.00 0.00 6 0.00 7.50 0.00 7 0.00 5.00 0.00 8 0.00 2.50 0.00 5.40 93.00 Mot = 1.15 *SUM (M) = Mres. = SUM(W) *D /2 Madd. = 1.5 *Mot - Mres. = DOWNLOAD = (Mot + Mres.) /D = UPLIFT = Madd. /D = Pi (kips) 0.383 0.140 0.120 0.100 0.000 0.000 0.000 0.000 15.13 10.80 11.89 6.48 2.97 (4) M (kip -ft) 7.66 2.45 1.80 1.25 0.00 0.00 0..00 0.00 13.15 kip -ft kip -ft kip -ft kip kip RjUPERT ENGINEERING, :. 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 JOB NO.: 9306 -093 DATE: 7/21/93 CALCULATED BY: DPS SHEET NO.: . CASE VI - ALL LEVELS LOADED EXCEPT BOTTOM (5) # Wi Hi W x H Pi M (kips) (feet) (kip -ft) (kips) (kip -ft) 1 2.40 20.00 48.00 0.361 7.21 2 1.00 17.50 17.50 0.132 2.30 3 1.00 15.00 15.00 0.113 1.69 4 0.00 12.50 0.00 0.000 0.00 5 0.00 10.00 0.00 0.000 0.00 6 0.00 7.50 0.00 0.000 0.00 7 0.00 5.00 0.00 0.000 0.00 8 0.00 2.50 0.00 0.000 0.00 4.40 80.50 11.21 Mot = 1.15 *SUM (M) = Mres. = SUM(W) *D /2 Madd. = 1.5 *Mot - Mres. = DOWNLOAD = (Mot + Mres.) /D = UPLIFT = Madd. /D = 12.89 kip -ft 8.80 kip -ft 10.53 kip -ft 5.42 kip 2.63 kip CASE VII - ALL LEVELS LOADED EXCEPT BOTTOM (6) # Wi Hi W x H Pi M (kips) (feet) (kip -ft) (kips) (kip -ft) 1 2.40 20.00 48.00 0.343 6.85 2 1.00 17.50 17.50 0.125 2.19 3 0.00 15.00 0.00 0.000 0.00 4 0.00 12.50 0.00 0.000 0.00 5 0.00 10.00 0.00 0.000 0.00 6 0.00 7.50 0.00 0.000 0.00 7 0.00 5.00 0.00 0.000. 0.00 8 0.00 2.50 0.00 0.000 0.00 3.40 65.50 9.04 Mot = 1.15 *SUM (M) = Mres. = SUM(W) *D /2 Madd. = 1.5 *Mot - Mres. = DOWNLOAD = (Mot + Mres.) /D = UPLIFT = Madd. /D = 10.39 kip -ft 6.80 kip -ft 8.79 kip -ft 4.30 kip 2.20 kip RUPERT ENGINEERING, CC. 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 CASE VII - ALL 1 2 3 4 5 6 7 8 LEVELS LOADED EXCEPT BOTTOM Wi Hi (kips) (feet) 2.40 20.00 0.00 17.50 0.00 15.00 0.00 12.50 0.00 10.00 0.00 7.50 0.00 5.00 0.00 2.50 2.40 W x H (kip -ft) 48.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 48.00 Mot = 1.15 *SUM (M) = Mres. = SUM(W) *D /2 Madd. = 1.5 *Mot - Mres. = DOWNLOAD = (Mot + Mres.) /D = UPLIFT = Madd. /D = Pi (kips) 0.330 0.000 0.000 0.000 0.000 0.000 0.000 0.000 JOB NO.: 9306 -093 DATE: 7/21/93 CALCULATED BY: DPS SHEET NO.: �2 . (7) M (kip -ft) 6.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.60 7.59 kip -ft 4.80 kip -ft 6.59 kip -ft 3.10 kip 1.65 kip RUPERT ENGINEERING, (- 'C. 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 RACK TYPE STORAGE �> 10.48 kips 3.97 kips MAX DOWNLOAD = MAX UPLIFT = COLUMN DIMENSIONS X = Y = PLATE DIMENSIONS x = y = SLAB THICKNESS = F'c = SOIL BRG = Fy = SLAB ANALYSIS 3.00 inches 3.00 inches 7.00 inches 4.00 inches 6.0 inches 2500 psi 2500 psf 36 ksi Ft = 3.5 *SQRT(F' 175.00 psi S = 72.00 in "3 Ma = 1050.00 #" SOIL BRG = 3333.33 psf M = 1 /2(SOIL)LA2 Lmax = 9.52 inches SOIL Areq'd = 3.14 feet "2 X slab = 26.05 inches Y slab = 23.05 inches SOIL A prov = 4.17 feet "2 SLAB OK BASEPLATE ANALYSIS TRY pL w/ t = S = Fb = MpL = MpL = 1/2 *fp *1 "2 ApL = x * y le max = a prov. = b prov. = a eff. = b eff..= 1 eff = ApL eff. = fp = P/A MpL = t req'd = BASEPLATE OK 0.375 inches 0.023 in. "3 36 ksi 0.844 kip" 3.284 inches 2.000 inches 0.500 inches 2.000 inches 0.500 inches 2.000 inches 28.000 inches" 0.374 ksi 0.748 kip" 0.353 inches ( JOB NO.: 9306 -093 DATE: 7/21/93 CALCULATED BY: DPS SHEET NO.: 13 . 445`,61- Gcv.'P' Gt/ 209-'7,fl*/ Yit d 4 RUPERT ENGINEERING, 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 JOB NO.: 9306 -093 DATE: 7/21/93 CALCULATED BY: DPS SHEET NO.: 14 . JOB NAME SCOPE OF WORK MOHAWK CARPET RACKS (lol 1 N'i'z2i..L ✓h-v_G /L°rcS' DETERMINE ANCHORAGE AND BASEPLATE REQUIREMENTS OF THE STORAGE RACKING SUBJECT TO SEISMIC ZONE III LOADINGS PER THE 1991 UNIFORM BUILDING CODE STANDARDS. ALL RACKING PER MANUFACTURER. DESIGN PARAMETERS CONCRETE SLAB THICKNESS - CONCRETE f'c - ALLOWABLE SOIL BEARING PRESS. STEEL PLATES (A36) Fy - RAWL-STUD EXPANSION ANCHORS OR EQUAL SEISMIC LOADING (ZONE III) V = (ZIC /R)W Z = I C = R = ZIC \R = V = 0.14 W 0.3 1.0 2.75 6 0.14 Pi = V * (Wi *Hi) /SUM(Wx *Hx) SEE SHEETS (r Pi 18 FOR MORE LOADING INFO. 6.00 inches 2500 psi 2500 psf 36 ksi RUPERT ENGINEERING, ( 0. 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 t JOB NO.: 9306 -093 DATE: 7/21/93 CALCULATED BY: DPS SHEET NO.: a" . INPUT DATA RACK TYPE STORAGE DEPTH OF RACK = # OF SHELF LEVELS LEVEL 1 2 3 4 4.00 FEET 4 EIGHT, Wi 2.00 kips 2.00 kips 2.00 kips 2.00 kips 0.00 0.00 0.00 0.00 HEIGHT, Hi 16.00 12.00 8.00 4.00 0.00 0.00 0.00 0.00 feet feet feet feet CASE I - ALL LEVELS LOADED Wi Hi W x H Pi (kips) (feet) (kip -ft) (kips) 1 2.00 16.00 32.00 0.440 2 2.00 12.00 24.00 0.330 3 2.00 8.00 16.00 0.220 4 2.00 4.00 8.00 0.110 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 80.00 1.10 Mot = Mres. = Madd. DOWNLOAD UPLIFT 1.15 *SUM (M) = SUM(W) *D /2 1.5 *Mot - Mres. = (Mot + Mres.) /D Madd. /D = M (kip -ft) 7.04 3.96 1.76 0.44 13.20. 15.18 kip -ft 16.00 kip -ft 6.77 kip -ft 7.80 kip 1.69 kip RUPERT ENGINEERING, CC. 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 JOB NO.: 9306 -093 DATE: 7/21/93 CALCULATED BY: DPS SHEET NO.: (y, . CASE II - ALL LEVELS LOADED EXCEPT BOTTOM # Wi Hi W x H Pi M (kips) (feet) (kip -ft) (kips) (kip -ft) 1 2.00 16.00 32.00 0.367 5.87 2 2.00 12.00 24.00 0.275 3.30 3 2.00 8.00 16.00 0.183 1.47 4 0.00 4.00 0.00 0.000 0.00 6.00 72.00 10.63 Mot = 1.15 *SUM (M) = Mres. = SUM(W) *D /2 Madd. = 1.5 *Mot - Mres. = DOWNLOAD = (Mot + Mres.) /D = UPLIFT = Madd. /D = 12.23 kip -ft 12.00 kip -ft 6.34 kip -ft 6.06 kip 1.59 kip CASE III - ALL LEVELS LOADED EXCEPT BOTTOM (2) # Wi Hi W x H Pi M (kips) (feet) (kip -ft) (kips) (kip -ft) 1 2.00 16.00 32.00 0.314 5.03 2 2.00 12.00 24.00 0.236 2.83 3 0.00 8.00 0.00 0.000 0.00. 4 0.00 4.00 0.00 0.000 0.00 4.00 56.00 Mot = 1.15 *SUM (M) Mres. = SUM(W) *D /2 Madd.._ 1.5 *Mot DOWNLOAD = (Mot.+ Mres.) /D. =. UPLIFT = Madd. /D = 7.86 9.04 kip -ft 8.00 kip-ft 5.55 kip -ft 4.26 kip 1'.39 kip IRUPERT ENGINEERING, ;, Z. 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 1, JOB NO.: 9306 -093 DATE: 7/21/93 CALCULATED BY: DPS SHEET NO.: I a- . CASE IV - ALL LEVELS LOADED EXCEPT BOTTOM (3) # Wi Hi W x H Pi M (kips) (feet) (kip -ft) (kips) (kip -ft) 1 2.00 16.00 32.00 0.275 4.40 2 0.00 12.00 0.00 0.000 0.00 3 0.00 8.00 0.00 0.000 0.00 4 0.00 4.00 0.00 0.000 0.00 2.00 32.00 4.40 Mot = 1.15 *SUM (M) _ Mres. = SUM(W) *D /2 Madd. = 1.5 *Mot - Mres. = DOWNLOAD = (Mot + Mres.) /D = UPLIFT = Madd. /D = 5.06 kip -ft 4.00 kip -ft 3.59 kip -ft. 2.27 kip 0.90 kip RUPERT ENGINEERI 4, INC. 1501. W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833 -7776 FAX (206) 939 -2168 JOB 18 SHEET NO OF CALCULATED BY DATE Q?.LL `13 CHECKED BY GATE SCALE 0 0 OTN �tJ,� -T /0tiJ - Nr5 %Wu,' '9,i'. ..••t^ .. i:. 'RUPERT ENGINEERING, ( C. 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 RACK TYPE: STORAGE.. MAX DOWNLOAD = MAX UPLIFT = COLUMN DIMENSIONS: X = -3-AW- -inches Y = 1.63 inches 7.80 kips 1.69 kips PLATE DIMENSIONS: x = Y = SLAB THICKNESS = F'c = SOIL BRG = Fy = SLAB ANALYSIS: Ft = 3.5 *SQRT(F' S = Ma = SOIL BRG = M = Lmax = SOIL Areq'd = X slab = Y slab = SOIL A prov = SLAB OK 3.00 inches 4.00 inches 6.00 inches 2500.00 psi 2500.00 psf 36.00 ksi 175.00 psi 72.00 in "3 1050.00 #' 3333.33 psf 1 /2(SOIL)L "2 9.52 inches 2.34 feet-2 22.05 inches 21.05 inches 3.22 feet "2 BASEPLATE ANALYSIS: TRY pL w/ t = S = Fb = MpL = MpL = 1/2 *fp *1 "2 ApL = X * (1max +Y) lmax = a prov. = b prov. = a eff. = b eff. = ApL eff. = fp = P/A MpL = t req'd = 0.125 inches 0.003 in. "3 36.00 ksi 0.094 kip " 0.38 inches 0.00 inches 2.38 inches 0.00 inches 0.38 inches 6.02 in.-2 1.30 ksi 0.09 kip" 0.125 inches ( JOB NO.: 9306 -093 DATE: 7/21/93 CALCULATED BY: DPS SHEET NO.: 19 . j 1 X tug, lam. -.►-�c 1 4 t t.t . RUPERT ENGINEERING, INC. 1519 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 TEL (206) 833 -7776 FAX (206) 939.2168 JOB SHEET NO. 2.,e) OF CALCULATED BY =IFS DATE 'MAI-- et 3 CHECKED BY DATE SCALE t t • Zcs H I O'4 c.460e -P se3r s TZ:1-4-Pr&r 'p-► .K-s 313'4 K .4u 44 la PrZrc'ldhr'fE u pi/Jots-11- E9 ' rs- b'P L-Aera - Cc," zi 12440wL~ • s-rurD E1cpor4 I orl 4° M IN 4's f"z "G ht t 4 .1;)--c• (-31 o►) 12.61,0 (..I 1(∎Eidl) S•&5 r P t∎CT S N .... i 0 4 � �U - Cc," zi 12440wL~ • s-rurD E1cpor4 I orl 4° M IN 4's f"z "G ht t 4 .1;)--c• (-31 o►) 12.61,0 (..I 1(∎Eidl) S•&5 r P t∎CT S l• 1, RUPERT ENGINEE( 1G, INC. 1501 W. Valley Highway N. Ste. 101 P.O. 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