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Permit B93-0367 - LENIHAN DISTRIBUTING COMPANY - STORAGE RACKS
a DIc3T. coornpwl iscl•e) 03c2i City of Thkvvilat (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B93-0367 Type: B-RACK Category: Address: 18200 SEGALE PARK DR B Location: Parcel #: 352304-9119 Zoning: M-2 Contractor License No.: TENANT LENIHAN DISTRIBUTING COMPANY 18200 SEGALE PARK DR 8, TUKWILA, WA 98188 OWNER SEGALE BUSINESS PARK P.O. BOX 88050, TUKWILA, WA 98188 ********kk**************k*****k**k*************************kk**k*********k* Status: ISSUED Issued: 10/05/1993 Expires: 04/03/1994 Phone: 206 575-3200 Permit Description: ERECT RACKS FOR STORAGE. Rack Storage Dimensions - Linear Feet, x Height 180 , 10.0 .0 .0 Totals 7,168 1,800 , • . ,.8968 UBC Edit:T, on:J-90 ,'•' .., Valuation : .;/ ,.4,000.0.0- '-- -lota,ermit Fee: "..94.18::: ******04*********4***4****161,4***A4.#4,..**#*444***********mk,******** __. Pe mit Center',AuthOrited/Si-gnature ',',:Uate , „,• 1 herebyCerttfk that I haVe read ande,XaMined_this permit and knOWJAhe -if same to 021try§4,;anCcorrect,. All prO)itstopt-Of laW\and ordinances governingt,hiork,swill be complied With Whether-tpecffied There'thor not ,; . ,-1,, ,, , The granttn4„of'this permit does notliretumetci, gtif:eaUthoritY to Violate or cancel t.,hprovlsions,of any otherstateorAccalawsreguXating • , constructioh,V0r-theprfiirmance of Work. I'aiCad,thOrtTed to .046 for and obtain this ''' • , , : ., ,, ,,, , • Date Signature:_ Print Name .e& ulT1t1e:_ .4? Jahrt_g_JeLAd9.2e1 '"-- This perMit shall, becom-e' ;an,d void _ s not -,commenced within 180 days from the date of•ft'tuat,Cepr v .4 NkfAthA6r suspended or is suspende or abandoned for a period of 180 dayt-frbb-the last intpection. FIRE DEPT. LETTER DATED: /0.- / -13 INSPECTOR: - /i CITY OF TUKWiLfi Department of CA., nunity Development — Permit Cent. . 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER 13'1' 3-030_ PPIOJECT IgAME SITE ADDRESS ✓ i saoo 5 Ai ► Ei -' .k. T -B SUITE NO. -- INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT tgl BUILDING - initial review TE PATE.. rPROV. REQUIREMENT )MMENTS 9 -0-1-T3 1 30ifil) ROUTED CONSULTANT: Date Sent - Date Approved - FIRE PROTECTION: Sprinklers Detectors O PLANNING ZONING: BAR/LAND USE CONDITIONS? Yes NMI INIT: O PUBLIC WORKS UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: INIT: O OTHER '' BUILDING - final review cir'BUILDING OFFICIAL lolg10/3 lb 6 INIT: REVIEW COMPLETED CERT. OF OCCUPANCY? UBC EDITION (year): °Yes No l6iq AMOUNT OWING: 1'6)4. R CONTACTED DATE NOTIFIED BY: _446 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) 01/08/93 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDlF3 PERMIT APPLICATION PLAN CHECK NUMBER DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE .5.10 PLAN .CHECK FEE BUILDING SURCHARGE'< 4 `gib:. OTHER :: "' H. TO.TAt��- SITE ADDRESS SUITE # /PPOO SCCALE PARK DRIVE S V UE F CONSTRUCTION - $ / a ' ASS SSOR ACCOUNT # 35:22W4-1 c/// PROJECT NAME/TENANT LEA/ ///AA/ D/.sTK /&/77 /V6 c 0AIPA'/Y TYPE OF 0 New Building Addition Tenant Improvement (commercial) Li Demolition (building) WORK: ® Rack Storage 0 Reroof Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: GR'&CT glint '5 Ole J7f WE BUILDING USE (office, warehouse, etc.) WAKENOUSC NATURE OF BUSINESS: v is T Ri four- /0/1/ WILL THERE BE A CHANGE IN USE? ad No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: , . s i Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? J No -in Yes IF YES, EXPLAIN: PROPERTY OWNER S C6RIg- Bus /4/CS.S /we. I.{ PHONE -- 7,j----, 200 ADDRESS RO • T&o x Mac?). T2%��//A ZIP 9t7,71' CONTRACTOR - 6 .--00,r PHONEE -7 - ,.17c� ,- -or- { ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT PHONE ADDRESS ZIP :1 HEREBY;:CERTiFY: THAT;i HAVE READ AND.'. EXAMINED THIS APPLiCATI..ON AN BE :TRUE;AND: CORRECT, AND;':1 AM; AUTHORIZED TO: APPLY<FOR :THIS PERMIT. BUILDING OWNER SIGNATURE OR AUTHORIZED AGENT CONTACT PERSON �-- PRINT NAME, ev \ ' eko m ADDRESS QX -o !� 1J . ./��AA APPLICATION SUBMITTAL in order to ensf e that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by;the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. npnrivED DATE PHONE x-75 3x00 CITY/ZIP - 'c�`� PHONE c5- 75zo0o DATE APPLICATION ACCEPTED 3 CITY OF TUKWILA SEP 27 1993 DATE APPLICATION EXPIRES PERMIT CENTER a3/ f91 r . SUEIMITTAL CHECKLIST COMMERCIAL .•, NEW.Co Prim BUILDINGS/ADDITIONS ri Completed building: permit application.(onalor.each:stfucture):::::";:T::::: ... 1 1 Twosots(2)o e I 1 Specifications .•. . ri.StrUCtUrafCalCUlations stamped . • ••••••••• :...• ...• „ . ,SOiis•reecirt stamped by a WaShingtO•StataliCenaedengirteei..::S•.::':;:::;:•„: ri :Topographical :survey Energy CalCulations stamped by:aVaihingtOn State licensed engineer or arthitoct •. Legal descripbon —1: Working itirainga•,•:stairiped by a"Washington State !icons:ed., . . • architect,' which' include: ...; . . plan • Architectural drawings ••:•::•:::. Slructurai drawings . .:::.:. • : • Mechilhic:iil draWings„, • ::•:Land . ... p rawings Elevation d r . • (6) sets of oivil drawings :•sNuObMTEiitel, requirerttents,..: ... '',•.;See::UtiliiyPerinitapplicati an and chockhst ,‘.. : RACK ", •, : • • • . •, . Completed building permit application 1 I • • • • • • • v•• • •.••• • .•••• : • . 1 Vi Assessor Account Numbar .• . .Two•(2)•:setS of plana;: which . . [TnuiIding floor pan showing • :. I •• Entire' .space .where • racks will :be ,loceted::::, • 7. Exit 'door's .• •.Dimensions of all aisles : •• E.Tenant space plan showing NOTE Inch) de din ionSione af racks and Slang and exit ways �n plan: Structural calculations stamped by a Washington Stato hcensed engineer.(rack:stOrage . . (X 1 RESIDENTIAL NEW SINGLE FAMILY DWELLINGS/ADDITIONS . : . Completed building perinit application (one for eac structure) . : • . • •':: .; " . Legal descnption Assessor Account Number " . . Two sots (2) of working REROOF . . pornilt application (ono For each structure) . A NOTE A 1 el: 91 : • sr . ••:• •.• • :ANTENNA/SATELLITE NSHES:. 1:zi p sc). (showing Site Pian [1 Structural calculatjoris stamped by a 6 ........ .. ............................................................................................................................................................................................................................................... State • "•' (2):69ts . " • . 1 1 1 1 • Site plan Foundation pian • includeeCcese.to,bellcOg;.elowlng::::ii.::: Floor : plan Roof plan Buliding cross section . . . 7.$tructUrol . framing jilahs ••••••••••••,:•: Washington Stato :Energy. Cede data dornPlettil:ytilitY :permit •application LiSix (6). sets of sito plaris..shoWing• NOTE ;Building .site Plan . and utility site plan ;may ,.,utility, permit application•pnd checklist for. Specific submittatrequlreteenti..:: -AddltionattOpoRiaphiCal and soils:information.May•be'reeulnid if unique RESIDENTIAL 3gmciDEL:s 1 I Compieted buiiding permlt ...„ Assessor Account Nuniber Two (2) sets of woring drawlngs which Include Site plan Fioor plan '••••' . ' . •i• . . . . . . Roof plan .„.. 'Butiding elevations (all viows Structural framing plans aridi://ans.iituet be: * *k **kk*k * *k ** * * *h*•A.k * ***k* ***** k. **kk * **k*kk * **** * *kk * **k*k* ** CITY. OF TUKWLI.A, :WA : t TRANSMIT kk*k****4(* ***** **,1.krk**** ***** * ******kk * *fir * *kk *, ***** * **** ** TRANSMIT; .N,umberc.'..93001417 mount ',9418 .10/05/1►.3 13:47 . Permit.: No:.B93 -0367 „ Types B -RACK RACK STORAGII ;ip0 d 013f `Site :Address. 1.8200- IEGALE PARK DR E3; PayMe t.Met,hod.CHECK .Notations LENXH(lN;DISTR10U :Inita SLR. *.*ski• * *4 ** *kkk **dpi*k * ***k * ** **4 **k* * ***4kk *tk *k * * *'**A* ** ** * Account .Code Description Pd 000/322.1 Paid 00 BUILDING NGNRES 89.hO 000/386.904 STATE.BUILDING SURCHARGE 4.50 Total,,-(This Payment): 94.18 Total Fees; All Payments: Balances 94.18 94.18 .00 GENERA 89.68 GENERA 4.50 TOTAL 94.18 CHECK 94.18 CHANGE 0.00 5010A000 15 :38 *****•k*** ** ** * *k r*k **k * * *** * ***k*k * *h *i h * * * *Ar ** ***•k•k ****** ** *k *k CITY 'OF TUKWILA, WA TRANSMIT. ********k*********** k********* k*** * * ** ***** ****k * *k * * ** * ***k * * ** TRANBM1T Number a 93001535 Amount: 9.00 10.'/77/93 09 x 10 Permit No:. Type; p. -RACK RACK STORAGE, ,11MI9T3 9.ite Address: '18200 SEQALE PARK DR U ,. P.ayinent .Method; CHOCK Notations. LENXHAN DI8TRIR Inits •51.0 kk * * * *fi,,,.* *A•a * ** *. ** ***,*,./ k*** , k****h** * * * ** *i4, ** *** ** * *#*,c *I1** *** Account _Code liescM ption, 000/372,100' BUILDING - NONRES Total (Thita Payment ?.� Total Tees: Total All Payments: Dal atncee 103,18 103.18 .00 Paid 9.00 9.00 GENERA_ TOTAL CHECK CHANGE. 5584A000 9.00 9,00 9.00 '.0.00 14 :21 CITY OF TUKWILA Address: 18200 SEGALE PARK DR B Tenant: LENIHAB DISTRIBUTING COMPANY Type: B -RACK. Parcel #: 352304 -9119 ****k****** k********* *•*** * ** * *•k ** **k** * *k* ** * * **•k li *•k * ** **k *** *k•k **, *** *•k *•k ** Permit Conditions: 1. No changes will be made..t xJar s ut laess,,,approved by the Architect. and the TukwviiB�i"ilding Divis1on 2. All permits, inspe•ctrKi•on r ecorzds, and,, approved p.Ta "nst shall be maintained avai;'4a`b1e at, th,e. j�bb" situ.prior;uto the start of .r'ohi � 1 ' 2K, o �, � mz5: s ,'9 any construc,tti o:n'. These. dn`cumen.t�sf' are,, to tuber ra i ntal;riµe:d available ufl 1 f ina;1u:i,nSpection, ap�pfroval ;•1:, sgranted r5 y 3. Validity a�f, �'ermi t.. t�The issuance ` o`f` a` permit ,k ork:fapproVa:l. of plans, s ecifui'cat�1ons anti computations shal °l,inoe be Con' = :i struedu•to (be�"& pvermit' for,, or`�a r';:a�pproval of, .,any %v`;iolation,', of any��'of the provisions r;of,et its code„ or of any oth'er ordina;pce soft the ,, uris0,c,t on. No/permit presuming to,,give author.itty4or, violate ot�'cancep,,the provisions of this' Code sha l: Abe Q:valj °id . r, ',, �'' 4. All kco'nstruc'tion to be done in conformance with approved }. p l a� s and re`qu�i rements 'o thef Un i form} ;"B'ti;i °1 i ng Code (1991 Edition) as amended by the,„ W�shji.rlg,totn = }StateBui lding ode.`'` Fri fp ` I` I , i 'S, s; i., Permit No: 893 -0367 Status: ISSUED Applied: 09/27/1993 Issued: 10/05/1993 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #893 -0367 (511) John W. Rants, Mayor October 1, 1993 Re: Lenihan Distributing Company - 18200 Segale Park Drive B Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) Aisles leading to required exits shall be provided from all portions of buildings. The width and spacing of aisles shall be maintained at all times. (UFC 12.104(b)) 2. In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) An average nominal 6" longitudinal flue space shall . also be maintained. 3. High -piled combustible storage is combustible mater.ials 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) 4. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for UMW NMI City o Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 All MIN • John W. Rants, Mayor each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Maintain fire extinguisher coverage throughout. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of . such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd A•4sic-,.'".■$4",Y4,ref".iii.,:;%44(yY.,46141r1A**4 1."1-'6'64V 4 '1,vi,onzepy WWW0019=04mmm7yr 48LA 4 City of Tukwila 1908 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 - 3k,? Permit No. Project Name ; if., , Address /Y..loo I), s.% Suite # Retain current inspection schedule XNeeds shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: A) Hood & Duct: 4, Halon: Monitor: Pre-Fire: Permits: i' ;11,7 -1; ;// Authorized, Signature Date FINALAPP.FRM T.F.D. Form F.P. 85 INSPECTION RECORD Retain a copy with perm! CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 N3- ORO PERMIT N0. (206) 431 -3670 Project: I��eY1t�lnr� �71�1. Type of Inspection: Ina I (RR 0 Address. CO Pk. b( B Data Galled: l I_ 3 _,13 SpecIal Instructions: Date Wanted: I //� ) - 4't — `I 5 am. .m. Requester: 1 .i c_h02.\ �WQn,.. Phone No,: .,_..1S _ W) 0 Approved per applicable codes. COMMENTS: O Corrections required prior to approval. Inspector: O x.00 REINSPECTION FE /EQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. ".C.~ 'INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 1 LS —/'L -w — A-AA GLQ) :.: Ng/ Q. .04 On ;1 Date Calved: /0 - 9 q -- 9 3 • :. ouctlons: J _ Fl >r t:/ l t I %-2. 1/44 t.Pi�,t?2 i " . i',30 i7M the 4A-e) Date Wanted: it< " am. p.m, Requester: , A' fl/(I g Ci No.: 5 75 _8O7b ❑ Approved per applicable codes. kCorrectIons required prior to approval. COMMENTS: ' cir"-3\ Inspector: LS? Date: r I � c 1 9.3 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r ;^.; '., INSPECTION RECORD . Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 F)`3 - 03(o PERMIT N0. (206) 481-8'670 ro : L.Qr1t h i • ist . • a k o ns� : .'�*� ' . . ress: �� , y ' ; 1:.e _�: Ih ._ ) J Q3 Spades nstruct ons: )a6.4.,,ry Date ant: ' : Requester: Phone �..: 7 • M, Approved per applicable codes. ❑ Corrections required prior to approval. • COMMENTS: —. pU.,<3x6, S- 1.ze,. r2l.vy ,r c,,a u Co ..t r- y,,..* ra r y -J --in, -- v .... CA.,F..o. (J 1-n--ar" )o 147,... Xi -o-c, 1-.5 -4 • -Iv et...ol.d. ...,,, A AatcA. ci:.►.. s . - • -I-o , J -'a.A. lX.r -.4 / --t- ..2t. t-:),. 7.-%A. p Len. a..o ftr- e%- yioru-PA. (&r — a.2 (.4 iLo..ck,8 a.,..A... t..J-- ..+ -U r.,rv- 4t> r ot ;,._. y- ,1/4,.�, .„'„,1 ArliN. . )a6.4.,,ry ❑ $30.00 REINSPECTION FEE REQUIRED, Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. JfleNo,: Dais: INSPECTION RECORD C Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 'O %� PERMIT N0. (206) 431 -3670 rol. , _i/1 1 �.. Ypeo ns.:..n: / / r I Address: I / Loo ° p " Date balled; Spedal Instructions; �^ {/t Date Wanted; _T-5 Requester: , •'' PnoneNo. :5'7 Approved per applicable codes. ❑ Corrections required prior to approval. ❑. $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee mutt be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. OCOlpt e CITY OF TUKWILA RACK STORAGE DIMENSIONS LINEAR FEET X HEIGHT = TOTAL ornt x 7/�' X l0 / /fo0 X X X X96 CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMIT';;►,,L * DATE /D - 22_ 3 PROJECT NAME 6M I"IIi IA , a S• ADDRESS / . ZOO : / w� CONTACT PERSON ir /CO L. O GAki . ARCHITECT OR ENGINEER PLAN CHECK/PERMIT NUMBER 81'3 -036 '7 PHONE 5 75- 7070 TYPE OF REVISION: Actiem.e6vx AC( ., 04 3'K4 # X 10 SY6 /o?h' t'O't Ih{a �' ► sr SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMI'1TI D TO: CAI'? OV101011l.1\ C CS 1 199'3 RECEIVED CITY OF TUKWILA OCT 221993 PERMIT CENTER 4 CITY OF TUKI/VILA RACK STORAGE DIMENSIONS LINEAR FEET X HEIGHT = TOTAL 30 x 10 300 /0 = 600 X x x x GRAND TOTAL /1111011 111••■■ IMMO. 111•111~ .1•11=110 ,00 w\1■1\1,P, 0V lv Ci\\‘3070\1. ot 2.1 1533 RECEIVED CITY OF TUKWILA OCT 2 2 1993 PERMIT CENTER 0.25" -�Y 1 " L.:144 ga 1.5" BRACING Dimensions 1 1 2 Ltam 2 DI-- GENERAL NOTES 1. This drawing shows standard details of the rack product line only. See engineer approved installation drawings (same Job Number) for . components used, special details, arrangement, and site specific information. 2. The installation drawings govern over this drawing. 3. MATERIAL Steel - ASTM A570 Grade 50 UNO Welding Electrodes - AWS E70 -XX (all welds single pass fillet welds designed at 50X stress levels) 4. Expansion Anchors shall be ICBO approved types. e.g. Hilts Kwik Bolt (ICBO RR #2156, 4627) ITN Ramset /Red Need JS type (IC80 RR #1372) Gunnebo Taper-Bolt Sup -R -Stud (ICB0 RR #3219) Embedment shall be minimum 5X Bolt Diameter. other similar anchors may be used if ICBO approved. The anchor types, sizes, and embedments shown on the installation drawing govern over the sizes shown on this drawing. Special inspections are not required unless noted on the installation drawings. 5. Unless noted otherwise on the installation drawings, the allowable soil bearing value is 1.0 KSF. • Beam Details and Properties (units: inches uno) Type A B d t Sx ix� T2250 2.25 2.00 0.88 4 0.075 0.29 0.36 T2937 2.94 2.00 0.88 0.085 0.50 0.78 T3500 3.50 2.00 0.88 0.085 0.67 1.24 T3875 3.88 2.50 1.63 0.085 0.90 1.85 T4125 4.13 2.50 1.63 0.085 0.99 2.17 T4625 4.63 2.50 1.63 0.085 1.27 3.07 T5125 ,5.13 2.50 1.63 0.085 1.41 3.78 T5625 5.63 2.50 1.63 0.095 1.81 5.30 T6000 6.00 2.50 1.63 0.105 2.20 6.83 A 7/8" ti -L d �-�-- t B Typ UNO BEAMS Dimensions and Properties 3 Pin (Standard) g,r va',er. F-rCC' Post Details and Properties (units: inches uno) (ell properties net section) Type t W D 11711110111 E 0. F14 0.067 3.00,. 1.63 0.34 0.33 1.21 F18 0.095 3.00 1.63 0.48 0.47 1.20 F20 0.078 3.00 '2.50 0.58. 0.59 1.20 a F25 0.075 3.00 3.00 0.58 0.66 1.31 1. F30 0.095 3.00 3.00 0.73 0.81 1.30 F35 0.115 3.00 3.00 .0.88 0.98 1.28 DI40 0.095 4.00 2.50 0.76 1.05 1.59 13 0146 0.115 4.00 2.50 0.92 1.27 1.56 U .�--s w: COLUMN • Dimensions and Properties COL. LIMN 45E4n'1 1 " typ 2" typ ,1.19" typ 2" typ SAFET't PIN 3P/N5 sro..- 4 Pin m "6,e.r c .140 PL,f iZ Heavy Duty (Optional) BEAM - COLUMN CONN. )iN 11111111 o • ; x 17 DMINTED ON NO. 1000H CLEARPRINT • `A/O P4CE ,c/OLES PETER S. HIGGINS AND ASSOCIATES STRUCTURAL ENGINEERS 1225 -F NORTH PACIFIC AVENUE GLENDALE, CA 91202 818.549.0072 DRAWING AND DESIGN ARE COPYRIGHT. COPYING BY WRITTEN PERMISSION ONLY. WET SIGNED COPIES ONLY ARE VALID FOR BUILDING PERMIT APPLICATION. DRAWING MUST BE SIGNED ACROSS THIS BLOCK • Beam Details and Properties (units: inches uno) Type A B d t Sx Ix T2250 2.25 2.00 0.88 0.075 0.29 0.36 T2937 2.94 2.00 0.88 0.085 0.50 0.78 T3500 3.50 2.00 0.88 0.085 0.67 1.24 T3875 3.88 2.50 1.63 0.085 0.90 1.85 T4125 4.13 2.50 1.63 0.085 0.99 2.17 T4625 4.63 2.50 1.63 0.085 1.27 3.07 T5125 ,5.13 2.50 1.63 0.085 1.41 3.78 T5625 5.63 2.50 1.63 0.095 1.81 5.30 T6000 6.00 2.50 1.63 0.105 2.20 6.83 A / 8 Typ UNO BEAMS Dimensions and Properties 3 Pin (Standard) E� Vs-Pt. vace Post Details and Properties (units: Inches uno) (all properties net section) Type t U 0 A- S r r F14 0.067 3.00,. 1.63 0.34 0.33 1.21 0.68 F18 0.095 3.00 0,48 0.47 1.20 0.66 F20 0.078 3.00 '2.50 0.58. 0.59 1.20 0.94 F25 0.075 3.00 3.00 0.58 0.66 1.12 F30 0.095 3.00 3.00 0.73 0.81 1.30 1.10 F35 0.115 3.00 3.00 .0.88 0.98 1.28 1.08 DI40 0.095 4.00 2.50 0.76 1.05 1.59 0.99 0146 0.115 4.00 2.50 0.92 1.27 1.56 0.97 wl COLUMN ' Dimensions and Properties f35if Nt 1" typ 2" typ 4 Pin Heavy Duty (Optional) 5',a FETY PIN 3P /MS srd,s COLUMN Z.; e.rc. - =r .r4O °t•IT2: BEAM - COLUMN CONN. g O •A/D F.4CE /JOG BS J2 Ai .54' (10 ° VA' 40)77 FEXPIRES. ! - 1-4 .._ SEP 17 1993 FRONT TYPICAL ELEVATIONS O (See installations drawings for specifics) \......} 3/8" Anchor (1 per post) STANDARD FOOT PL. (11 gel 1/8" I Max 2" typ SIDE 7" Min 112" Anchor (2 por post) See installation dwgs. for custom sizes SEJSMIC FOOT PL. (3/8 "1 BASE PLATES ( 4 Types and Dimensions RECEIVED CITY OF TUKWILA SEP 2 7 1993 PERMIT CENTER PETER S. S. HIGGINS AND ASSOCIATES STRUCTURAL ENGINEERS 1225 -F NORTH PACIFIC AVENUE GLENDALE, CA 91202 818. 549.0072 DRAWING AND DESIGN ARE COPYRIGHT. COPYING ED PIS PERMISSION RE VAL D FOR BUILDING PERMIT APPLICATION. DRAWING MUST BE SIGNED ACROSS THIS BLOCK DATE 5 -27 -93 DRAWN CHECKED APPROVED P. H. UNITED STEEL PRODUCTS STORAGE RACKS STANDARD DETAILS Job # 103 # US -1 EUGENE C. ®..IRNB3AUM & AS ICIATES Consulting Structural Engin.orf r 1.4 A J Di ,re. 'ivt T :. �-1& . VLe-1.), 1 22.A0 1,a4 P442,.. K i?,2t/& Tu x w l DESIGNE Or> nATEC,.. 22 UNIT.. SIGNATURE IS VALID ONLY ON PRINT. A SIGNED COPY eammirmaremionir PGA>C ac, X 74 -14074 a... L rewr N hJ Pi'fy Jr4lz.rt.y V4GNe2. $NW NO Joa No. d 1 1 rAVI>k$` ZonJa- "`✓ EVLt`%' r W *t) 5/$7a 1 R 4/644 OT TO BE REPRODUCED. pliaFL e,ulx1°ot J ai- x''61*. Ds WA g8O24 P' D, Z x r4 Dv andole44 r if") M1.a -6 )14414+ 50t.ro. a ', b /e} 5©o4/.g(-4+•,-I N t r'x tirb 71. N. •1.14" � MC. 11 010* 1+"92. PLAID NO'f Cr 01,0 A, OrC C..ASono/. oil, o To p42.57 1500 '` 5 A 121 it To craetr OIU RO r rt>rA� AePI8 • fir. S4-+ki.,P is 0006'' re, Moo Po ` Sod` = r P LAW ur t" trro c 2-2.. Sp, I �C �Z.'7ti". wt a ��► .�c. rr, lb 44.4. 4 Pc' vr COHIA XI Pei sr r ,S5 .x 1004, cc" >w 1 ?1.10 P$'rlass. '2.7x14- rN Poorer v , d om n 4.'0 c.f., \/ '.: , i s� ► x � . �. 4-7 b' i s o P °sr. vs. 146,5 TG � rr.KU( ,) RECEIVED CITY OF TUKWILA SEP 2 7 1993 PERMIT CENTER EUDEN D. BIRNBAUM ' & ASr CIATE:S ��''�. .. `` t Contullin� Struciurol EnOinoort eJos a"[` 114 04-d UNIT DESIGNER e:OP, DATE Swig/ N0A n 419 Jo. No "•�. p 1 SIGNATURE 111 VALID. ONLY ON PRINT. A SIGNED COPY IS NOT TO BE REPRODUCED. 11A1 i'Wt1 .1.( ) .1ry64...�w�.. ^Mt.w. C101140 lu ro s"r M '4:67 x `4 re,0 P CP14SCtrt.i. 'rrt,.s ►; (arro „°r? Io�, 1.4-4-1 'L./144.2114 ci0156 JP/ • tram + 5711 gilt. plat 1 J.310 • r$ oft. t� • 40 2, ,446 '- l ,1'L o ∎ '+ " 157$ c.. 6 ,., 41 ' -� 4124 '4 i ii I. 4 60 «c 1 z '' :�(7 s.,, vnt -11111) "%"P'r, C Ca04 J.l r S(•400 Crfy Re, 23 $kj .1sP4ly. VA�»�a 0.(0.00#' . at?. l 4019 y "law It1.r v ►t ta4 ' Czd btigi c fir' ,G 7 L. lir I S4 4q P4 ¥s 7 4 $ lama . tidy t • o PN-e 2Ifw« III; '4 Lie 5 41 �8 tisorg %42." M,erx�a "Q "'� 1 Pot a Zao3K ELIDEhN D. SIRNB3AUMM & AS'"OCIATES Conurfing Structural' Enpiri..n /, , l 111,411. z. DESIGhNEf "' "' ' .OATS 4d 1l 1/,4 rimier tva SIGQNATURE 18 VALID ONLY ON PRINT. A SIGNED COPY IS NOT TO BE REPRODUCED. 447 14 at T, 0 Z1"► C , • 14o L.It 5 salr uv4.r4,1;r 1fa3gb 42 9- ___ 'L • 330" r r%"s 1 VW- �, i • 0;4% • 4403 • • 1101 . • Air Lc . 4i-fr. VI .4`.z .11'�'Z 0''� s I 16 ,03.2.4' + ►13,q8 is , 4 10214. • 0 me' 5,6 '°441 t..041/1 to it ri z 4;1 i.. .530 Iv ,e .115' '6.2 3 e32 1 ..3, 4 x r� � s .o114S •) 4'14 r a r Able s 440;7 iqL a4aw.,,41. 1 1�+ L ,,e ajb Lopy 543.0.) 1...7 ,0q.50 ,X34, d 4192 - , 0224. +{ Z • 31 •14* 0 1.1510 - .141 . f*i a4 1 is 1fa3gb 42 9- ___ 'L • 330" r r%"s 1 VW- �, i • 0;4% • 4403 • • 1101 . • Air Lc . 4i-fr. VI .4`.z .11'�'Z 0''� s I 16 ,03.2.4' + ►13,q8 is , 4 10214. • 0 me' 5,6 '°441 t..041/1 to it ri z 4;1 i.. .530 Iv ,e .115' '6.2 3 e32 1 ..3, 4 x r� � s .o114S •) 4'14 r a r Able s 440;7 iqL a4aw.,,41. 1 1�+ L ,,e ajb Lopy 543.0.) N JOB :' 1'�A -f Conilfing Structural Engines, UNI T FSIGNER. a"'/•" PATE4•112-on i4 CET N Joa No 24, 4/ SIGNATURE 10 VALID ONLY ON PRINT: A SIGNED COPY I8 NOT TO BE REPRODUCED. yR. 146,4 14 VeallaanwYeat [7-3 s. e 0 an. goi4 10 �.f ,2go'5 •1410; % �*1—Z -7_4) 1. 444ig x 1. . t a d5 3732.'‘ ,401 ► ►a'- Svc •1 Grit -z„ . oq is ► ^a' Olt 4'.14! i ti.06444 1.216 f 7g,o4Y7 sK 46214 ". 'e II Ni4C) .v3S9 044 ►.• 7' A., r' fµ , r ,..K� �.�. .J -.;: ` 4' 01/ .22 't . F %'S" / 0J 11 ."- I :.t)4 x it ��4, ,7 �� --Pm ,o61dt 1►J�' 12-4 1,0QI St 10 474 1. ,ai os 1 i..)3 04 '''''Cia me 141 Rialto P' :1#Z apt CL:Fki I 4 601,4 "2"44 #2:r !tii GR '51. • $20 AT Laniban Distributing Co. USP Racks Location: Tukwilla, WA (Zone 3) Prepared For: Conesco Storage Systems, Inc. Seattle, WA Prepared By: Peter S. Higgins And Associates Consulting Structural Enginee 1225 -F North Pacific Glendale, CA 91202 (818) 549 -0072 Peter S. Higgins, S.E. Job Number 1030 September 16, 1993 This Document and the design it contains is copyright by Peter S. Higgins and Associates. It is provided as an instrument of service, and shall not be reproduced in any fashion without written permission. Notice to Building Departments If this calculation is submitted for building permit approval, it shalt contain all sheets of calculations as listed in the table of contents on the next page(s), and shall be accompanied by all drawings listed in Section 1. All documents shall bear appropriate seats and signatures in ink of a contrasting color with the same Job Number Reference. The calculation shall be signed across this block. Aar 111111•11111011110111, REPRODUCTIONS OF SIGNED CQPIES ARE I17;7,7 OV 1‘31011.1\ app BOIL. !N RECEIVED CITY OF TUKWILA SEP271993 PERMIT CENTER ] :ER S. HIGGINS AND ASSOCIA S CONSULTING STRUCTURAL ENGINEERS Project: Lenihan Distributing Co. September 16, 1993 Job No. 1030 Sheet ii Table of Contents 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 1.2.2 Seismic 1 1.2.2.1 General (1991 UBC Standard 27 -11) 1 1.2.2.2 Short Formulation 2 2 Basic Configuration 2 2.1 Components and Geometry 2 2.2 Check Beams 2 2.2.1 Design Forces 2 2.2.2 Beam Properties 3 2.3 Check Posts (Dead plus Live Loads) 3 2.3.1 Load to Post 3 2.3.2 Post Properties (net section) 3 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 4 2.4.4.1 Design Forces 4 2.4.4.2 Connection Capacity 4 2.5 Transverse Seismic 4 2.5.1 Base Shear 4 2.5.2 Design Forces 5 2.5.2.1 Stability 5 2.5.2.2 Brace 5 2.5.2.2.1 Design Force 5 2.5.2.2.2 Brace Capacity 5 ,'ER S. HIGGINS AND ASSOCIA ,S CONSULTING STRUCTURAL ENGINEERS Project: Lenihan Distributing Co. September 16, 1993 Job No. 1030 Sheet 1 1 Reference 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 Pete; 8. Higgins and Associates US -1 1.1.1.2 By Others Conesco LEN1 (9- 14 -93) 1.2 Loads 1.2.1 Vertical (Dead plus Live) Loads per level = 3.0 kips Design beams for 25% impact 1.2.2 Seismic 1.2.2.1 General (1991 UBC Standard 27 -141. Where: V _ ZICw Rw Thus: Z =0.3 I =1.00 Rw =8 Longitudinal 6 Transverse 0,563W V 1.25S R w T2/3 C= T213 <2.75 within the range: 0.03W <_ V <_ 0.137W S <1.5 (unless lower value per- mitted by soils report) W =Total Load (Dead Load of rack is usually negligible) T may be determined by any rational method, or the default C /Rw of 0.46 may be used. R.. E'ER 8. HIGGINS AND AB8OCIA. .;8 CONSULTING STRUCTURAL ENGINEERS Project: Lenihan Distributing Co. September 16, 1993 Job No. 1030 Sheet 2 1.2.2.2 Short Formulation If racks are interconnected such that 4 posts in each direction resist lateral load, then (using code defaults for C /Rw: V= 0.137(l DL+ 2 1= 0.075W (since DL « LL) This condition is usually satisfied by interconnecting back to back rows of rack, or by tieing single rows across the aisles. 2 Basic Configuration i components and Geometry •P W W =9 6" a =48" b =48" c =48" d =48" Beam Type 74125 .2 Check Beams 3.2.1 Design Forces L,W M 5(2)(8) • H =192" D =44" ly =55" 1d =64" Upright Type F20 M S min -30 =22.5 inch kips =0.75 in3 2ER S. HIGGINB AND ABBOCIA , CONSULTING STRUCTURAL ENGINEERS Project: Lenihan Distributing Co. September 16, 1993 Job No. 1030 Sheet 3 2.2.2 Beam Properties 7/8" 1.63" 0.085" T4125 Sx =0.99 in3 IX =2.17 in4 2.50" 2.3 Cheok Posts (Dead plus Live Loads) 2.3.1 Load to Post P < (i1 of levels)(L) 2 =6.0 kips 2.3.2 Post Properties (net section) 1, 3 X 21" P20 O.A. ly /ry =59 t =0.078 in a /rx =39 X As =0.58 in2 Sx =0.59 in3 Fa =23.0 ksi rX =1.23 in Sy =0.38 in3 Pa=13.3l�� ry =0.94 in N3 2k 2.4 Longitudinal Seismic 2.4.1 Base Shear Determine Period - Rayleigh Method - This equation has been reviewed and approved by ICBO for use with steel storage racks. 1 Wj (2n2 +2n+ 1) T>2300 Units: kips, inches, seconds Where: W = Load per level L = Spacing between levels I = Moment of inertia of post n = Number of levels E'ER 8. HIGGINS AND A88OCIAL8 CONSULTING STRUCTURAL ENGINEERS Project: Lenihan Distributing Co. September 16, 1993 Job No. 1030 Sheet 4 Substituting yields: T >1.7 sec Thus: V <0. 050W 2.4.2 Design Forces P <6.0k; V <0.30k M <Va- (1.3)P < (0.30) (48) - (1.3) (6.0) = 7.1 inch kips 2.4.3 Post - Combined Stresses P M PQ Ma = 0.85 <1.33 O.K. 2.4.4 Beam Connections 2.4.4.1 Design Forces Mconn.7.111k 2.4.4.2 Connection Capacity Standard Connection (typ) 7/16" diam. Rivet Va = 2.5 kips 2.5 Transverse Seismic 2.5.1 Base Shear Use Simplified Method V =O. 08W =0.96k (fixity due to width of base plate) Ma= (1.33) (2.5) (4) =13.3 in k O.R. L .JER S. HIGGINS AND A88OCIk , 8 CONSULTING STRUCTURAL ENGINEERS Project: Lenihan Distributing Co. September 16, 1993 Job No. 1030 Sheet 5 2.5.2 Design Forces D d V h' + P EQ 2.5.2.1. Stability Vh' PQq_ D h1 =120 inches Peq =2.6 kips Note: Bracing shown is schematic - see this section, subsection .2 for actual geometry. Peq<PD +L - Stable -No Uplift. Anchors provide added Factor of . Safety. Use min. 3/8" diam. ICBO approved expan- sion anchors. Minimum embedment 2" into slab. 2.5.2.2 Brace 2.5.2.2.1 Design Force Pbr <1.5k. 2.5...2.2 Brace Capacity 1� u .. Anet=0.28 in2 0.25" r 0.3 5 in : min- Q =1.00 14 ga L kl Fa Pa (in) r (ksi) (k) 54 154 7.57 2.26 ELK. O.K. CITY OF TUKWILA Id: ACTP125 Activity Table Processing Permit No: B93 -0367 Status: PENDING Keyword: UACT User: 1677 09/30/93 RACK STORAGE PERMIT Tenant:.LENIHABDISTRIBUTING COMPANY Address: 18200 SEGALE PARK DR B Base Information Parcel No: Owner: SEGALE BUSINESS PARK Validated By: SAO Plan Ck Approved: Status: PENDING Issued: Act /Inactive: A Final Notice: Nature of Wk: INSTALL RACKING FOR STORAGE Location: Zoning: M -2 UBC Edition: 1991 Rack Storage Dimensions - Linear Feet 448 180 Type: B -RACK Vers: 9101 Screen: 01 Applied: 9/27/1993 Completed: / / To Expire: / / Valuation: 4,000.00 x Height = Totals 16.0 7,168 10.0 1,800 .0 . 0 .0 . 0 F7= Update, F2= Previous Line, F1= Screen Index, ESC = Cancel Update CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 09/30/93 Activity document routing maintenance. RACK STORAGE PERMIT Permit No: B93 -0367 Tenant: LENIHAB DISTRIBUTING COMPANY Status: PENDING Address: 18200 SEGALE PARK DR B Route: 1 Current Route Line: 3 of 6 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed RACK 01 01 C BLDG KEN Approved 09/29/93 09/30/93 09/30/93 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments 1[EXITS O.K. 3[FIRE PLEASE REVIEW AND COMMENT. 4[ 5[ 6[ 7[ 8[ 9[ 10[ aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. ey;rf MM YIN. /OloPPM w.M1RIn+t♦f:NM WY, 'AY W.Lip 14 I' .4.s..:u ew «•s 41 z5 -q6 LEh D }3E'AM 5,�1r34 L_13S "MAXY` i.PPAC;1TY 1I�E COP'S i the Plan Check approvals.are ;r►derstar► tt�a , ris and approv6i 'of 1Y •IPCt.1;) errors and �7R?'55 .., t s `not autriciriz€ vloSatro 01 and or ordifl nce. ReCC►Pt of con t ti 6or s c s • pr ed plans acknowledge Sato LBS. mAX. ' LOAD sEP z r 4.. CETER :S. HIGGI 3S & ASSi:. 'n1iTING SiRU " "'`k At pfthy AL• • T W I) A1�IINC AND `THE �Ih11 rifPtA1''IO 1 • CCIN`FAINED ` HEREIN IS THE ` PR(PERTY: • C1F Ct ESC❑ STORAGE SYSTDi s ANC. ra- ii3 • SHALL NC1T 5 3E USED �R #�1S L 7SE 1 • MWIISTSHICON JT THE S - [IF CONESCO DR VtN SUJ3JECT TO RETURN UP ON IIEMAN b. 3225 SOUTH '116th St,113E 1f31 SEATTLE", OVA 98163 <266) 431."-9630 MINVINIIIIIN FAX 'E2OG)4:31•g6 8 449 5 JASON ST;; DENVER,' CO iso2i! 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