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Home My WebLink AboutPermit B93-0147 - ROCHESTER MIDLAND,s1,‘ Y.) *1) 1,1 City_21 7lctkwi (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No:.B93 -0147 Type: B -RACK Category: Address: 18290 ANDOVER PK W Location: Parcel #: 352304 -9018 Zoning: M2 Contractor License No.: Status: ISSUED Issued: 05/05/1993 Expires: 11/01/1993 TENANT ROCHESTER MIDLAND 18290 ANDOVER PK W, TUKWILA, WA 98188 OWNER SEGALE MARIO A P 0 BOX 88050, TUKWILA WA 98188 CONTACT RUSS CHASE Phone: 206 575 -1433 18290 ANDOVER PK W;;;, :.BLDG A, ; TUKWILA, , WA 98168 ** k**• k * * * * * ** * * *** *A ** * * * *, * ** * ** Pik********* yk�C-**** '* ** * * ** * ** * * ** * *** * * * * * ** ** Permit Description: INSTALL RACK, STORAGE Rack Storage D; imension's'.., • He1g'h,t . 0 .0 . 0 •.0 . 0 atals 3,600: UBC Edit+ivn: 1991 Valua 4on. 420'.00 T•'oi;`a1iP°er'mit Fee � 40 O. * * * * * * **�* ***********:.**************,*'*** * * *t * * * * * * * * ** * * * *,F. * * * * * * * * ** ,6p0 Permit Center cAu:thorized Signature I hereby certi.,fy' that. I have. read and e`xamined,, this'•permit.., and' know` the same to b'e'..- true;an'd correct. All pro,v;'sons'of,.' .l,aw and' or.dinanc,e's` governing'th;fs "Work will be complied/With, wh,etIerY specified herein or not The granting * o'f., th i`s permit does not - presume' to give authority [to violate or cancel theovisio;ns of °an.y other state or,zl'ocal laws regu,.lating constructi • p -' .rnce 'o.f.,:,wprk,..,r;.h uam authorize'd to ".s'ign for and obtain t S 1 gnatur Print Name: This permit shall become null and voi "d " " °�f 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 TUKWIL '' Department of Co , „nunity Development — Permit Cent 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER 6c13- 0149 P OJECT NAME .KOGI S� Mal AIJ3. SITE ADDRESS \1 I S O A ►�d.6U 4) K.. v`/ 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. DEP ARTMENT BUILDING - initial review %FIRE ATE IN .APPROVED ROUTED if(to o3 INIT: QU1REMEN' MME.NT CONSULTANT: Date Sent - Date Approved FIRE PROTECTION: f♦ Sprinklers FIRE DEPT. LETTER DATED: x /30 O PLANNING ZONING: INIT: REFERENCE FILE NOS.. Detectors N/A INSPECTOR: S7 2 - jBAR/IAND USE CONDITIONS? (lves No MINIMUM SETBACKS: N- O PUBLIC WORKS UTILITY PERMITS REQUIRED? S- ( ) Yes Li N E- INIT: PUBLIC WORKS LETTER DATED: 0 OTHER BUILDING - nal review K.BUILDING OFFICIAL I,511-\ Ct INIT: TYPE OF CONSTRUCTION: INIT: REVIEW COMPLETED CERT. OF OCCUPANCY? °Yes O No UBC EDITION (year): (ctctI AMOUNT OWING: it'` ,� lit). D CONTACTED DATE NOTIFIED BY: (init.) 2nd NOTIFICATION BY: (init. 3RD NOTIFICATION BY: (init.) 01108193 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDIKa PERMIT APPLICATION PLAN CHECK _ 0) `� 7 NUMBER DESCRIPTION AMOUNT ! RCPT:. :0 DATE BUILDING PERMIT FEE I PLAN CHECK FEE »;- BUILDING SURCHARGE r OTHER: :TOTAL SITE ADDRESS SUITE # 182.9 "Al 1 NDR.11. A s� • VALUE OF CONSTRUCTION - $ t� 4z — ASSESSOR ACCOUNT # PROJECT NAMEfFENANT TYPE OF U New Building • Addition • Tenant Improvement (commercial) U Demolition (building) WORK: II Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: 'R/c 'Bern aJ BUILDING USE (office, warehouse, etc.) Wa. 2S 14 US NATURE OF BUSINESS: c4aµtcAL. ST L * Dis:mt so rt. c WILL THERE BE A CHANGE IN USE? X No O Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: 1 `t 441 2- Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILD No ® Yes IF YES, EXPLAIN: Ti=N4p NIT I S c.I4 ,^r.AL zr tg,.Jrun -/ aLoc_ t4 ikoatpi.s6 e CNSp ...-rat;. -isI•t c-IT' I t= trL�'` Deb PT • pre L6r-rr3v-idc411 JIG- PROPERTY OWNER L 4 prill. SiAC Uwe IPHONE,S ?S-- Slob ADDRESS PO '3c& 9V303-0 1 TOk.tJIL1 %WA-• R$Ii;$ ZiPgQ1$t CONTRACTOR PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT PHONE ADDRESS ZIP 1 HEREBY: :CER.TIFY.;THAT ;:I HAV BE TRUE AND .i.CORRECT : AND BUILDING OWNER SIGNATURE OR AUTHORIZED A THO D THIS APPLICATION AND:KN PPM( FOR:: THIS'PERfCMIT PRINT NAME iR' US C644.ss, AGENT ADDRESS ism A Qkici, N„ � �r -r-U 4C� S� CITY/ZIP 91 rt' CONTACT PERSON s- _d PHONE ;1g— 14,33 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 Deve;opment Building Division at 431 -3670. eL� DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES 9.-to 3 �.�-�� __-1 3 R 2 6 1993 -- PERMIT 2MIT cr"N1rr2 COMMERCIAL ---- SUBMITTAL CHECKLIST NEW COMMERCIAL BUILDINGS /ADDITIONS Completed building pormit applicetiojt (one for each structure) Assessor: Account Number::: Two sets (2) of the foliowing ,Specifications:: ri Structural calculations stamped by a; Washington State license engineer [1 Soils report stamped by a ;Washington State licensed engineer fTopographical survey Energy calculations stamped by a Washington engineer or architect Legal description Working drawings; stamped by a Washington State license architect, which include State Iiceiisi COMMERCIAL TENANT IMPROVEMENTS C Completed bullding permit application (one for each structure" : tenant) , Assessor Account Number Two (2) sets of:construotion plans, which fnclude ' Sita plan . Site plan • • Archite tural'drawings' Structural drawings Mechanical:drawi ng s; • Elevations'• • Civil drawings Landscape plan.. Completed utility permit appli • ti Six (6).sets of civil, drawings:. ,. ... NOTE;,`See utility pormr( application and checklist (or specific uUli submittal requirements. Location of tenantspaoe Existing and proposed parking •:Landscape plan (if applicable, i. e , change of u: Overall building plan : ..Tenantiocation • Use of adjacent (common wall) tenant < Overall dimensions of.building or square footage Floor plan of proposed tenant space Tenant:space planth use of each room labelled •:Exit doors,o9ress pauernsi New walls, existing wall, and Walls to be demolished; :Construction details Cross sections: showing wall construction and method of attachment forfloor and ceiling Structural calculations stamped b'ya Washingto ba:,;I o licensed engineermay bo,required if structural work is.to bedone (2 ets) NOTE 1l any uLhtywork is to ;be done; submrf operate, utility permit applicator and plans REROOF Completed building permit application (one for each structure ;RACK STORAGE Completed building permit application Asse.sOr "Account Number;;; Assessor Account Numhrar , Narrative describing existing roof, matenalbeing: material being installed NOTE A certlfcahon letter is required prior to final Inspection and s) • of( oftho perntt Two .(2) a ' tsof l tans ,wh(oh include Buildi►g floor plan showing • • • Entire space where racks will be Iota • Exit doer • Dimensior:s.ef all aisles :. Tenant space iloor`planshowing rack storage layout aisles an ANTENNA/SATELLITE • exits {' NOTE ,.Include dimensions of racks (height Width and length), arsh and exit ways on plan [ ] Structural calculations stamped •by a;Washington State, license engineer (rack storage. 8': arid over) RESIDENTIAL ---- -• NEW SINGLE - FAMILY DWELLINGSIADDITIONS. 1� Completed :building permit application; (one for each structure Legal description { Assessor Account Number Two sets (2) of working drawings which include DISHES.: ompleted building permit application '.Assessor Account Number Two (2) • sets of plans, which include Site Plan (showing building and location of antenna/sateliite'dis Details antenna/satellite dish and method of attachrnant asfiington.•Stotelioensei • RESIDENTIAL REMODELS Completed building permit application, n. Assessor.Account Number Site plan :"47.+— . (ter► plan :show Gososthydrant locar on: • Foundation plan Mclude •access: to bul/dmg, showing Floor, plan width and length of acoass:) Roof plan Building rinvations•(ali views) iN• Building cross - section; Structural framing plans • of NOTE: site plan: and utility site plan maybe combined. See , ubhty permit application and checklist for specific submittal. requirements :' ing •utilities :Additional topographical and soils' information may be required tl unique •, site conditlons..;:: :;< ::: ?,.. to plan: oitndatton lour plan oof plan wilding elovaiions:;(all.view iiilding;cross section tructural framing'p)ans iTE if •any utlhtywork Is to be done pra■lde and plansmust be submitted ?. REROOFS; • Complated building permit application • (ono 'for each structure •Assessor Aocount Number Narrative descrbing existing roof, materiel.being removed and. matenal:bain installed 9 ' (VOTE A'certiflcafion letter is required prior to final Inspection and si, oft al the penult• • **#****.1144..*4c*A4i#.****0.4(**4*****,4,4******44.*****A4*:*14***4*A4*** CITV or .1.61(141..A9 : • •-• • • . • • • T.R ANSM' IT 4,r)11,c414.447/vii * ***4141;t4t; ***.A.,4****4 iii*****';'!4;v0e4cic4c.4***,** TRANSMIT NaMber:.‘93000563.*Amount:. 40.5() 05/05/93 11:32 '•,•,,; . •.• Permit 'iNo: • 09370147 Typo; fl-RACK Rpci( STORAGE *PERMIT g'.,_:': • '-`, Parcel No: 35i'$04,-90).8 .,1.• - • ' , • , , 05/05/93 • Site :Address; 1.8290 ANDOVER P1( 14 . - • : ,... PayMent' tietIlOdi' CHECK *Ncitation: ROCHESTER MIDLAN Iiiit: sLB :.:1.*********.it'*'*******#*****:/ric***4e*********************'4(*****4(***** , ,•, Account Code . Description ' - ' • raid ••• 000/322.100, • . . BUILDING -' NONRES - 36..00 , •••• 000/386.904 : . • STATE BUILDING SURCHARGE 4.50 ,.•.. ' •:',... . i .. , Total (This Payment): 40.50 s- , ,-,'• • • • • • GENERA 36,00 GENERA 4.50 TOTAL 40.50 CHECK 40.50 CHANGE . 0.00 •0404A000 '151104 Total Fees: : 40.50 , •• Total Al I Payinents: 40.50 Bal ance: ' .00 --- ''.••■•••••■•••,.. • : „ CITY OF TUKWIi_A Address: 1.8290 .ANDOVER" PK Permit No:: B93-:.0147 Tenant: ROCHESTER MIDLAND Type: B -RACK Parcel #::352304 -9018 Status: ISSUED.. Applied: 04/26/1993 Issued: 05/05/1993 ***'***********.*******************'k************.*** * * ** * * * * * * *. * * *. * * * *. * * *•kkk. ** Permit Conditions 1 No changes will be made toiktfi.: :..plans:.,,unlesrs,, approved by the . Architect' and the T.0 "w'," 1a."8O11ding Div'i'slyoti: ;, All permits, . inspac ,io r records,, ands approved -xp ans shall be maintained ava 'rahle at ,he; Job si�tedprior4t�o theys>tart of. any constructor. These, c oou e:ntsls are to be maintained available u z. 41 fri ;na 1hx>,inspection approval is grantedw�H ▪ A1 1 cons c .a ion to ' t�,e done 0- i1nc>.confo�'rhrar)ce wri t,h aa4pprove;da4_ :plans. an. eq sir erne�itw. :ofr''t'he :U iform..Bui'ii'dl,,ng C;ide""`''(19 ;1' Edition/ as. ametr ded by the Was•h,i ng't',on State 8u:i 1 dki ng .Code; ,'. Uniforo plechanical; Code 1� 91° EditVon,), and Washington' Stagy, En erg od >e : (1991�GSecon4d E. 1`t1on) . ,, ' :,1�'a' ‘ . 'Va1 i t•f, permit. T1i.e issu nce tof a permit or a" prbv.a�l' plan +r spe•c, ;IN ctionsm :and cornp utat�i,on,s, sha11 not be',:corj�;..'1 str *4 t. b :a'dpermit.d'for•,.,.or (an ap ' of Dy a the rovisi:d#is <. of s co or` -shat oval of, any v1o1atii'on e, qt's of an other. el!' °: 1.,1%K0 pie r'm t,: p► esuming to give 1 i'he',1 °pi ? /sib s 'of th.ist ca'de Jtml City o Y f Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor 11111101011•1111•111■11, a April 30, 1993 Fire Department Review Control #B93 -0147 (512) Re: Rochester Midland - 18290 Andover Park West • Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1,. Warehouses designed, for high -piled stock shall establish and maintain aisleways of not less than 44 inches to provide access to all exits and fire department access doors. (UFC 81.108) 2. To use any building or portion thereof exceeding 2,500 square feet for the storage of high -piled combustible stock. A floor plan showing the dimensions and location of the stockpiles and aisles shall be submitted with applications for such permits. (UFC 4.108(h3)) 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) Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 11.404) Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) 3. This review limited to speculative tenant space only - City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 "Page number John W. Rants, Mayor 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. vvy,t,Fir_iiiiirlurnyrylileVA,14Yr` *ILA City of Tukwila c. ie4A4Uqii4Ap "Z FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 1908 Gary L. VanDusen, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM al•wels■*=, Control No !)3- 7 V Permit No. Project Name te-)et t/t.- c2-6.7.77e /'/i D 1 Address ir:)..c) e;..y• Suite # L. Retain current inspection schedule Needs shift inspection • \ Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature bate FINALAPP.FRM T.F.D. Form FP. 85. • 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Prin nG%P. V" 114 t 1/1-4.. type of Inspect n: C r„ . Add Ass ei c A- e4' �y 1�F+ e Called: 9 — 1 / — q-3 `-i Spada! Instructions: • Date Wanted. I S---T a p.m. Requester: Phone No.: 57)6. 5;3 Approved per applicable codes. ❑ Corrections required prior to approval. r ❑ , $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule relnspection. Receipt No.: Dale: .+ .� ,meet Building 741 18290A Andover Park West 11,472 SF 2,161 SF Office 0 25 Scale: 1" = 50' Park West Segale Business Park Andover Park West and South 180th Street 'lbkwila, Washington (206) 5 75 -3200 Ne (est \,( Q R p�I EU CIre tr APR 2 6 1993, CET OF TU6 W LA RACK STORA GE-DIMENSIONS LINEAR FEET HEIGHT TOTAL _ 8600 x. Gild` is ° ;. t;:'• 'f ;r APR ::2:_6 199 t' �r� cr C NTEI M►= �R- 22 -". M0M 1 2 . GT• k0'0;ERT. EN. WE. E'FR 1 NG P @ 1 (.:;) R "3 - T' --1O IAX TRAM: MIS @MMES . DATE: MARCH 22, 1993 TIME: 12:15 PM NUMBER OF PAGES (INCLUDING COVER): TOt` MR. RUSS CHASE FAX (206) 872-5137 FROMi ALAN F. POE RUPERT ENGINEERING 1501.WEST VALLEY HIGHWAY AUBURN WA 98001 .PHONE (206) 833 -7777 FAX (206) 939 -2168 REMARKS: ATTACHED ARE STANDARD FORMS FOR,, RACK INFORMATION A SEPARATE: FORM MUST BE FILLED OUT FOR -EACH RACK CONFIGURATION. (VARYINGi WEIGHTS, SHELF HEIGHT OR RACK DEPTH CONSTITUTES A DIFFERENT RACK CONFIGURATION). niFcE.vED oF . P 3 MAR— ,71. • MCN 1 2 : 09 RJPERT. .ENG Y NEER I NG (.-, J08 _____3?!1_20.itlfiLi!„.€7,-A./ ,) • RUPERT ENGINEERING, INC. SHEETNO.. �.. OF_... 2 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833.7776 FAX (206) 939.2168 CALCULATED b f CHECKED Br GATE . __ ..._.._ .. ._ _ DATE. _ ....... • • ..... i ; .i......._i... _.j . { ' i 1 ; t YPR(2 HT .►n r A d 000,114- :rh/ r o • FOUA'h OA) C,,.° s. Sr e...1' 7)E141 WI" S o><' etok Go { / ( t ri il+prI7/4..f,!.1,... 9) SITE INFORMATION: LOCATION OF FACILITY; I f0.4 /04 4A/ vEA-- 6 x- "/ -77,/,1044 LA st449't8rr i- CONCRETE 28 DAY COMPRESSIVE STRENGTH; F'C = ar)uv rsl ALLOWABLE SOIL BEARING PRESSURE BENEATH SLAB = X 0aP /S2- SLAB THICKNESS = 51411 • FAXED APR 2 6 1993 MAR 'I 9 1993 .t--1] 0 oc'ssiTting 9 :i1M-0 CONSULTING ENGINEERS /CIVIL AND STRUCTURAL April 6, 1993 Rochester Midland 18290 "A" Andover Park West Tukwila, WA 98088 ATTN: Mr. Russ Chase / Jack Crow RE: Seismic Anchoring of Storage Racking (R.E. Job No. 9303 -033) Dear Mr. Chase, Inspection of the storage racks at the above location revealed three basic geometries and loading conditions (geometry one & two have similar properties in the analysis and are treated as one case). These situations are illustrated on sheets 1 & 5 of the seismic analysis. Calculations to determine adequate anchorage and the required base plate .size were performed based on the site information provided by you and the these loading conditions. Under the various load cases, it has been found that this racking requires attachment and base plates per sheet nine of nine of the seismic analysis to resist overturning forces due to seismic loadings per the 1991 UBC Standards. Note that the installation of the expansion anchors will require special inspection during the installation process. Contact the local Building Department for a list of acceptable inspectors. Please contact me if you have any questions. Sincerely, RUPERT ENGINEERING, INC. Alan F. Poe, P.E. attachment 1501 West Valley Highway North /Suite 101 Post Office Box 836 /Auburn, WA 98071 206.833.7776 Fax 206.939 -2168 Pi:CEWED G:: y OF YUKWILA APR 2 6 199f'. F°ra, :P.'. tT C) NTF JOB NAME SCOPE OF WORK ROCHESTER MIDLAND RACKS FIRST CONFIGURATION S.Ec►oW A4...444 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- 5.5 inches 2 - • CONCRETE f'.c - 3000.0 psi C.L.�.E. C . ALLOWABLE SOIL BEARING PRESS. 2000.0 psf STEEL PLATES (A36) Fy - 36.0 ksi TRUBOLT EXPANSION BOLTS OR EQUAL SEISMIC LOADING (ZONE III) V = (ZIC /R) W Z I C = 0.300 1.000 2.750 R = 6.000 ZIC \R = 0.138 V = 0.138 W Pi = V * (Wi *Hi) /SUM(Wx *Hx SEE SHEET 2 FOR MORE LOADING.INFO. Sb'-t.; 1T ' AStaik + "Aka tb + r Coo iL 4+ 3.5 INPUT DATA RACK TYPE DEPTH OF RACK # OF SHELF LEVELS + + LEVEL 1 + + 1 + + 2 + + 3 + + + + 1 1 + + 1 1 + + + + 1 1 + + PALLET 3.50 FEET 3 WEIGHT 1.54 kips 2.16 kips 2.16 kips zj HEIGHT, 13.75 feet 9.75 feet 5.75 feet CASE S 1 2 3 ALL LEVELS LOADED W 1.54 2.16 2.16 5.86 H W x H 13.75 21.18 9.75 21.06 5.75 12.42 Mot = 1.15 *SUM (M) _ Mres. = SUM (W) *D /2 Madd. = 1.5 *Mot - Mres. =. DOWNLOAD = (Mot + Mres.) /D UPLIFT Madd. /D = 54.66 P M 0.312 4.292 0.310 3.027 0.183 1.053 9.628 10.255 4.187 5.681 1.196 8.372 RDYIVED OF YIIKUV�9d�1 APR 26:199 PERMIT ;ENTER CASE II ALL LEVELS LOADED EXCEPT BOTTOM 1'.000 2.000 .3.000 Mot = Mres. Madd. _. DOWNLOAD, UPLIFT = W H W x H 1.540. 13.750. 21.175 2.160 9.750 21.060. 0.000 5.750 0.000 3.700' 1.15 *SUM (M) = SUM(W) *D /2 1.5 *Mot - Mres. = (Mot '+ Mres.) /D = Madd. /D 42.235 0.255 0.254 0.000 6.878 6.475 3.842 3.815. 1.098 CASE III ALL. ,LEVELS LOADED: EXCEPT :BOTTOM. (2) • 1.000 2.000. 3.000 Mot Mres. Madd. = DOWNLOAD UPLIFT = W' H 1.540. 13.750 0.000 9.750 0.000 5.750 1.540 1.15 *SUM.(M) SUM (W) *D /2 1.5 *Mot Mres. _ (Mot: +;Mres.) /D Madd. / D _ W x ' H 21.175: .0.212 0.000 0.000 0.000 0.000 21.175' M 3.507 2.473 0.000 5.981. 3.348. 2.695 .. 2.327`. 1.727 0.665 2.912 0.000 0.000 2.912 (,,llE, APR 2 6 1993; ,, RACK TYPE: PALLET. MAX DOWNLOAD = MAX UPLIFT = COLUMN DIMENSIONS X = Y = PLATE DIMENSIONS x y = 5.681 kips 1.196 kips 3.000 inches 2.500 inches 3.000 inches 4.000 inches SLAB THICKNESS 5.500 inches F'c 3000.000 psi SOIL BRG 2000.000 psf Fy 36.000 ksi SLAB ANALYSIS Ft = 3.5 *SQRT(F'c 191.703 psi S = 60.500 in A3 Ma = 966.502 #' SOIL BRG = 2666.667 psf M = 1/2(SOIL)L'2 Lmax = 10.217 inches SOIL Areq'd = 2.130 feetA2 X slab = 23.434 inches Y slab = 23.802 inches SOIL A prov = 3.873 feetA2 SLAB OK BASEPLATE ANALYSIS TRY pL w/ t = S = Fb = MpL = MpL = 1 /2 *fp *]A2 ApL = X * (lmax +Y) lmax = a prov. = b prov. = a eff. = b eff. = ApL eff. fp =P /A MpL = t req'd +. 0.188 inches 0.006 in.A3 36.000 ksi 0.212 kip " 0.869 inches 0.000 inches 1.500 inches 0.000 inches 0.869 inches 10.106 in.A2 0.562 ksi 0.212 kip ". 0.188 inches 4' JOB NAME SCOPE OF WORK ROCHESTER MIDLAND RACKS THIRD CONFIGURATION 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 fic - ALLOWABLE SOIL BEARING PRESS. STEEL PLATES (A36) Fy - TRUBOLT EXPANSION BOLTS OR EQUAL SEISMIC, IJOADING (ZONE III) V = (ZIC/R)W 0.300 I = 1.000 2.750 • R =. 6.000 ZIC\R = 0.138 = .0.138 W 5.5 inches 3000.0 psi 2000.0 psf 36.0 ksi • Pi = V * (Wi*Hi)/SUM(Wx*Hx) ' SEE SHEET 2 FOR MORE LOADING. INFO.' _ RECEIVED C.:11Y OF TUKWILA APR '2 6 1993 PERMIT CENTER INPUT DATA RACK TYPE DEPTH OF RACK # OF SHELF LEVELS + LEVEL 1 2 + PALLET 3.50 FEET 2 WEIGHT 1.54 kips 3.24 kips HEIGHT 14.50 feet 8.50 feet CASE I 1 2 Mot Mres. = Madd. DOWNLOAD UPLIFT ALL LEVELS LOADED W 1.54 3.24 4.78 H W x H 14.50 22.33 8.50 27.54 1.15*SUM (M) = SUM(W) *D /2 1.5 *Mot - Mres. _. (Mot + Mres.) /D.,= Madd. /D = 49.87 P 14 0.294 4.267 0.363 3.085 8.455 8.365 4.318 4, 806 1.234 RECEIVED G`rri C7 T U4WI APR 2.6 199$ PERMIT CENT CASE II ALL LEVELS LOADED EXCEPT BOTTOM W H W x H P M 1.000 1.540 14.500 22.330 0.212 3.070 2.000 0.000 8.500 0.000 0.000 0.000 1.540 Mot = 1.15 *SUM (M) _. Mres. = SUM.(W)' *D /2 Madd. = 1.5 *Mot - Mres. = DOWNLOAD = (Mot + Mres.) /D = UPLIFT = Madd. /D = 22.330 3.531 2.695 2.601 1.779 0.743 CASE. III ALL,LEVELS LOADED EXCEPT BOTTOM,(2). # 1.000 2.000 Mot = Mres. Madd.. DOWNLOAD. UPLIFT W . H 1.540 0.000 1.540 • ,14.500 8.500 1.15 *SUM (M) _ SUM (W) *D /2 1.5 *Mot 'Mres. =' (Mot . +. Mres :') /D = Madd. /D W x H P 22.330, 0.000 :22.330 0.212 0.000 3.531 2.695 2.601. 1.779 0.743,; ; 3.070 M 3.07.0 0.000 3.070. APR 2 s 1993 RACK TYPE: MAX DOWNLOAD = MAX UPLIFT = COLUMN DIMENSIONS X Y = PLATE DIMENSIONS x = y = SLAB THICKNESS F'c SOIL BRG Fy SLAB ANALYSIS PALLET 4.806 kips 1.234 kips 3.000 inches 2.500 inches 3.000 inches 4.000 inches 5.500 inches 3000.000 psi 2000.000 psf 36.000 ksi Ft = 3.5 *SQRT(F'c 191.703 psi S = 60.500 in A3 Ma = 966.502 #' SOIL BRG = 2666.667 psf M = Lmax = SOIL Areq'd = X slab = Y slab = SOIL A prov = SLAB OK 1 /2(SOIL)L'2 10.217 inches 1.802 feetA2 23.434 inches 23.890 inches 3.888 feetA2 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 = + 0.188 inches 0.006 in.A3 36.000 ksi 0.212 kip " 0.957 inches 0.000 inches 1.500 inches 0.000 inches 0.957 inches 10.370 in. ^2 0.463 ksi 0.212 kip" 0.188 inches RUPERT ENGINEERING, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 TEL (206) 833.7776 FAX (206) 939.2168 i 1 ! JOB SHEET N0. OF 411\/ / CALCULATED BY .6...4:3 DATE S!' / � (%.3 CHECKED BY DATE SCALE ! • 2 • + ! i ! t ! • ! ( .Z V ‘11.,`" 591 ,S .S' • rc v CITY 0r APR 2 6 1993 PEWIT CF.NTE e. P1'LLCA_. Ta F ,c,.),:r .. \8:ii:J . (- CITY OF TUKWILA Id: ACTP125 Keyword: UACT Activity Table Processing Permit No: B93 -0147 Status: PENDING Base Information Parcel No: 352304 -9018 Owner: SEGALE MARIO A User: 1677 04/29/93 RACK STORAGE PERMIT Tenant:;, ROCHESTER. MID Address 1'8290 ANDOVE Type: B -RACK Vers: 9101 Screen: 01 Validated By: SAO Plan Ck Approved: / / Status: PENDING Applied: 4/26/1993 Issued: / / Act /Inactive: A Completed: / / To Expire: / / Nature of Wkrt INSTALL, RACK: jSTORAGE Location:' Zoning: M2 UBC Edition: 1991 Rack Storage Dimensions- Linear Feet 300 Valuation: Height 12.0. . 0 .0 .0 . 0 .0 F7= Update, F2 =Previous Line,.ESC= Cancel Update 420.00 Totals 3,600 61' "11201131111120301AMSA:113=1411111X1111141. 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