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Home My WebLink AboutPermit B94-0374 - SILO - STORAGE RACKSCity of 7ilkwite: C. (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B94 -0374 Type: B -RACK Category: Address: 17550 SOUTHCENTER PY Location: Parcel #: 262304 -9110 Zoning: C -2 Contractor License No.: JRMCO * *099PM Status: ISSUED Issued: 11/09/1994 Expires: 05/08/1995 Suite: TENANT SILO 17550 SOUTHCENTER PY, TUKWILA, WA 98188 OWNER PACIFIC NORTHWEST GROUP A 5601 6TH AVE S, SEATTLE WA 98108 CONTACT STEPHEN C. FRENCH Phone: 206 575 -3237 17550 SOUTHCENTER PY, TUKWILA, WA 98188 CONTRACTOR J R M CONSTRUCTION• Phone: 206 363 -6571 18318 9TH AVENUE,N.E., SEATTLE, WA 98155 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: INSTALL STORAGE RACKS, IN WAREHOUSE. Rack Storage ,Dimensions; Linear Feet x Height 131 18.0 131 ' 18.0 131 18.0 131 18.0 131 18.0 131: ., - 18.0 UBC Edition: 1991 Valuation: 5,000:00` •Tota i s 2,358 *2,358 :2,358 2,358 2,;358 2,358 14 148 Total' Permit Fee: 195.30 ******************** 4******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature Date I hereby certify that.I have read and examined this, permit and know the same to be true and correct. All provisions of law and ordinances governing this work will .be complied with;.whether specified herein or not. The granting'of this permit does not presume to give authority to violate or cancel the 'provisions of any other state or local laws regulating construction orthe.performance of work. I am authorized to sign for and obtain this buildi;ng.permit. Signature:- yle±"g4_ Date :---= ll2/2y Print Name:_ a+t4 e5 ,(� / Zoi„rky T•it1e: O,_e,Gc. ti o",0.5 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 TUKWIL ' •?" Department of Community Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER 12414,--a-34 PROJECT NAME 5i L0 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. PARTMENT DATE IN DA`TE<> PROVED BUILDING - initial review FIRE ( (ROUTEDL /O Q.U.IREMENT. NSULTANT: Date Sent - MMENT Date Approved - FIRE PROTECTION: Sprinklers U Detectors FIRE DEPT. LETTER DATED: a - 71! U N/A INSPECTOR:,) ;IA W -,o O PLANNING INIT: ZONING: IBAR/LAND USE CONDITIONS? f )Yes U N REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- E- O PUBLIC WORKS UTILITY PERMITS REQUIRED? Yes f 1 No INIT: PUBLIC WORKS LETTER DATED: O OTHER ABUILDING - final review BUILDING OFFICIAL REVIEW COMPLETED TYPE OF CONSTRUCTION: rs1/45 CERT. OF OCCUPANCY? 0Yes , No UBC EDITION (year): AMOUNT OWING: �J CONTACTED I ,/ A Iep f (aK) DATE NOTIFIED j 'q B (init.) 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 BUILDft3 PERMIT APPLICATION PLAN CHECK NUMBER ID APPLICATON IVll1 7' BE FILLED 'OUT ;COMPLETELY. D3� DESCRIPTION BUILDING PERMIT:FEE:: PLAN CHECK, FEE BUILDING.SURCI ARGE AMOUNT RCPT# .co OTHER: TOTAL DATE f0 ^26 (D2 t�^ -old SITE ADDRESS ,�- SUITE # / 755b SW T!-146-/V 7A R /(7iE'Gc! / I;K& /L./ �%A. !�/ �� VA UE OF CONSTRUCTION - $ �D D ASSEtSSOR ACCOUNT # 24 30 - **its- D 7 & 3Of" Ito Cie q/ /6 3&r 299, S e c . . A 2 i (commercial) U Demolition (building) 0 Other PROJECT NAME/TENANT / / 4 . 49 � � A , / G . Cot r TYPE OF U New Building • Addition • Tenant Improvement WORK: CeRack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: R K ....1--A,/ 5y4L4 ,41- O A/ BUILDING USE (office, warehouse, etc.) A /4R ?/ -tease NATURE OF BUSINESS: META /4 WILL THERE BE A CHANGE IN USE? I No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: J2g-- fro Area of Construction: a, 36 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No Q Yes IFYES, EXPLAIN: Pei, PA-Ai c:" 771 is S *2_ Fv2,- Lr /7-_S, FIRE PROTECTION FEATURES: reSprinklers Q✓'Automatic Fire Alarm System PROPERTY OWNER r IP /G Ai w, (reeve, 4 '•2 4'&ry Sfr ra-,g71 / PHONES- 75 'A u/1,4. PHONE -- 70 E «o ZIP S^ j /g k ZIP ADDRESS c/0 -12/Mi xe,'1 Q2o U CI . / 71.6,c J e'Tff CONTRACTOR ; C ,� V n o ADDRESS WA. ST. CONTRACTOR'S LICENSE # r---P CONTACT PERSON 6,-,--a,/ EXP. DATE ARCHITECT PHONE ADDRESS ZIP :, I :HEREBY::CERTIFY:THAT:I HAVE: READ :AND;.EXAMINED;THIS APPLICATION: AND KNOW THE SAME TO '' .BE :.TRUE. AND: :CORRECT ; ANQ'I AM'.AUTHORIZED .TO`. APPLY::FOR THIS' PERMIT . ' BUILDING OWNER OR AUTHORIZED AGENT SIGNAT RE DATE PHON CITY PHONE V 5_ 2 .3 /lam 4, n 3 3.7 PRIN J E ' rpm 0 RA; ADDliE 5D S t ,,,e: e.- orlgexi,-6/f r---P CONTACT PERSON 6,-,--a,/ 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 • : • • about our process or plan submittal requirements, please contact the Dee • • ''�; y:gmmunity Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED OCT 2 6 1994 PEBMIT CENTER DATE APPLICATION EXPIRES 4 -- 2(0 --61* 10/22/03 SU6MITTAL CHECKLIST COMMERCIAL NEW COMMERCIAL BUILDINGS/ADDITIONS [-- Completed building permit application (one for each structure) 11 ASSeSScirAccOunt Numbar: ; two sots (2) of the following: • . • Specificatieris.' . :.• . . :. Structural calculations stampod by a Washington State. Iiconsed onginoot Soils report stamped by a Washington State Iicensed onginoor „ Energy calculations stamped by a Washington Stato licenSed.:„: enginaer.or architect • ri Working drawings:,:ttamped by n Washington Stato licensed • ::. architect, which include: : • • : : : . • •Site plan • Architectural drawinga; • • Structural drawings :: • ; : • Mechanical drawings • Elevations • : .:] :I . • Civil drawings.; • LandSCapa plan Completed utility permit application (ono { —1:Six (8) Sets of civil drawings • . • . • . .: • NOTE: Soo utility permit application and checklist for submittal roqufrements. Completed building permit aoplication riAssessor AccountNumber :„ • :•• REROOF . •••••: . . Completod building pemilt application (one for each structure) ;:. . Assessor Account Number Narrative. describing exlstitg roof, mateiial being removed, material being NOTE: A certification letter is:reouirad prior to fJnaI inspoction and sign off of the permit. Two (2) sots of plans, which include: - .... • .1 : • • ..: . : . • ::::::•:::::. .::::: ;:•:-.:i*:,::.::'::::::,..• ,'.':.;•:.,::; :::::::::::::::.::::::::::::::::: :::,::: ANTENNA/SATELLITE DISHES .: ..:::..'''.•.':' .........:: ....-..:::.........:' .:::..''.:::,:•.:',:.: .: Li Building floor plan showing: ' : • .. ,, . , : : . .. • -. • : : :. - : : :: ..; , :::: .: ....,',..::::::::::':::::::::::::. ..,.... :;,....,: Completed building permit application • Entire space whore racks will be located Assessor Account Number • Exit doors : . : • : : • Dimensions:of all aisles . LiTenant space floor plan showing rack storage layout, aisles and : . . : : ;„ •;;. : i 1 Slta Ptan (showing building and • ocation of antenn sa e le NOTE: Include dimensions of racks (height, width and length), aisles • *::. • •.: and oxit ways on plan. . . . Details antenna/satellite dish and method of attachment::::: ElStructural calculations stamped by a Washington Stato licensed Structural calculations stamped by a Washington State !icons d ongineor (rack storago 8' and over). ; ' I engineer may be required: . . • . • . : . RESIDENTIAL NEW SINGLE-FAMILY DWELLINGS/ADDITIONS Li Completed building permit application (one for leach structure) Legal description LiAssessor Account Number - ' : • Ei Two sets (2) of working drawings, which include:: : • Site plan (On plan, show Cloast hydrant location.: • Foundation plan • include access to building, showing : . • Floor plan . ; :width and length of accos.s.).: ...BESIDE NT1,177;....A.....c).,,L)...:!■..7...„.,!:.:..,'.:..i.::,...........,..i.,..,,,....:: • ....• : ,,,,..',•..':,•,..-..i..•:...•••.........:: ...... ,,,..,...,... ..:,,,...... :. Completed ,b611ng ;;e.r,m.‘ it..0...0110a......0.......(.:.7......",...:f...",..,..,..F,!h•,,,..t:!tr0),:...::::::::::..,,,.:,....:::::,.., ,.............,•. ,:.:..,,...,.,..:„......,.,..::,,.,,,,,..:.:.,, . .... . .,.• ..... • ..: Ass.i.„)......r...,,,...?.:>!..,,N,.q,1.i,r..,,,,,....,,,::.,:::,,,,...,..!....,,:,.:„.„:. i:::':::.;• ., i'';,•:.'::-:,,'''.:...,,:'':',.'"' ,::„..,, ::'': : ' .,,,'...,.: ,: .,'.,. ' .,.- : _ • ,:''.. ',• —:• . . l..—. ::..,... ..'''i. .:.i,. , '":; .. ,.....,''. 7: ,..:. -7 :7-. ::. ' ..,: , .-::: 7:.. w.' :'.. . , ''•'':,. ''.. i. ''..::....::: :, ' '., ...,.:..!.'.: :..'. :.:::::'.:. ::..: ..,..' .. :. . '.''':..'':• . i ,:i.. i.:..:'.....: ::'...':: . ':: . (:',.':;. :.. ..,.'. :. '. .••..• „:.. ' .".',.'....:,...'...;):,.. 6.,:'':,.:1'.,..• .:',.. e:..:.:'..,• '.':..,.;'.......- ......°.:........:....• ...-...f..'..i'..c.,:].:..working i:. ;,:-::.... ::;. - :::..,1.:.;,1: ..• :4 :,.•.:....: ... ?. ..;..:::.1:. . ..i:.•...:: g.,- '.'.'' • ;i::: :. .:;i•,. „:•::•.,.:....• °r.::':,.,, '.:; a:,..:•....::.,.. :..:: ::..*.'•:,.,..::.::.':.::!:.i.:::.. ..„..,...,:.,. :: .::. .:::,..:.....:....:.: :..::::.,.:..:..::;:. .‘'.... :.:'''.:. g'i:::.:.,:::'::•,.,:'''::'..::':.:,...::.....::,:..:,•,:.:':::!..::i:::,:,':.:..” ,'..:'..1:':! ..:... ...:. ,.! ..::...W..:-,:,:,.j;::. ::..'9,.. ..::':::'' .::.•::.'';,. ,.'. .. ....".. .:;:..'.:.':;.:':..::::'• :: 1.::::•..-:::'''.ir°':::::::..::.,.:..:•:.:.' ';'':.:::...1.. .-::::,T:•!'::'.Y" :,..-::', . .':.. :..::,..•:. ,.1,''.::....:.:;..''.e; • Site plan • Foundation plan ..PiPan • :Bil:ingeiea:°s.41 .'46) • :puilingcro:ssecten :Sricii°:r i:i516' N(6,,.:yJi/ity:dr.i,(b0';0i0'i d:'11*.°•:'''':,'..''',:::''::e:::•'..:'t::':''•):':.'..;''.''i:.•:'':•::i: ..... m ...'1.;i1:.::...:.;::,1...:....,':...,:'::••:...:..:•.:..'i:o.'•. :.s'':•'•:'';•:.::,''.: '::•. :p p :..,_7';,.....•.:.7:;•• .. ':... l:. .:..:: . ca:...-,i"'... :. .' t.. ..• r.. ., . o-...,.n a0.pans.:tst,bo.b/ted. ":06:0' -::::::::6iig:p::ii ii:: PtiF:'i::::!::?P1!!::"iiSar.9C?bni.NY.:: roOf;'n3te1b . n:.renoYe!1installed: ' NOTE: A :!"!! ! ;.t941?•r.to fipafinsPPPP,r. and 9t9.... i • material .,: :i:1 ,.:•%:, i:.• :. ::..„ ::,:;:. ,•....' *:,::::',: i::.',:'::..,.-:.''' • ',... . :.. ." rA •*A* kA •*4*/ **•A * ** **4** *•k *•k *•k * *A* * *** * *fir•kA* * * *k:4 **4A* ****A * *•A:4A *k CITY OF TUKWI.LA, WA TRANSMIT fir* kk**, lfirk• kA*****• k* kk. kA***• A* k4*• k**A*** A * * * /rk *kk•A.k *4•k *hk4*A *•4 *A** TRANSMIT Number: Permit mit No: Parcel P1a: Site Address: Payment Method: 94001397 Amount: 1394• -0374 Type: 0-RACK RACK STORAGE PERMIT .62304 °911.0 • 1.1.550 SOU1 HCENTER PY 0/2 i qq CHECK flotation: SILO 'nit: ,� )O 195.30 10/26/94 10:29 k.•** *fir*4* ** **** *.• *fi * *** *A * **'S *A*.4..* *k ** *•k *. •k * ***A•h4* h9A *.r. **•4A* Account Cade 000/322.100 000/345.'830 000/386.904, Uedcr i.pt i are BUILDING •- NONRE5 PLAN CHECK - NC)NI:ES STATE BUILDING SURCHARGE Total (This Payment): Total Fees: 193.30 Total All P4symerIts: 195.30 Balance: .00 Paid 144.00 46.80 4.50 195.00 GENERA GENERA GENERA TOTAL CHECK 144.00 46.80 4.50 195.30 195.30 CHANGE 0.00 6805A000 15:13 c INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -----7206)- -3670 Project: Type of Address:11 < s-o .5 ? A H Date Called: Special Instrucans: OSarbkat 73t- Date Wanted:i( _ 0 _ p.m. Requester: phone No.: Approved per applicable codes. COMMENTS: • El Corrections required prior to approval. Inspector _Alf o $30.00 RE1NSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 0- -- 44 2S,...S.1/13j,..J;ii ow, .,al../AortAreft.,e100.4t;. • F, r. 77 17, 77: rt v.;. . .7 .w .y i City of Tukwila John W Rants, Mayor Thomas P. Keefe, Fire Chief Fire Department Project Name TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. 9/ `" 0v2 % Address PS SCE 5y rit 0 sede,v p7 �C Retain current inspection schedule Needs shift inspection Suite # -_ Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: AltiLi .r Authorized Signature FINALAPP.FRM AUnv f /5 y Date T.F.D. Form F.P. SS Headquarters Station: 444Andover Pang East • .Tukwila, Washington 98188 • Phone: (206) 5754404 • Fay' (206) S7S -4439 CITY OF TUKWILA Address: 17550 SOUTHCENTER PY Suite: Tenant: SILO Type: B-RACK. Parcel #: 262304-9110 Permit No: B94-0374 Status: ISSUED App fled: ied: 10/26/1994 Issued: 11/09/1994 klik***.k***k*****kk*k********k***k**k*********Wkk***k**11******Ak*k*****k*k Permit Conditions: .--------- 1. No changes will be made ,.togpfira0t,!diiIess approved by the Archi tect or En q 1 n e.e.tit--,....t the tif kWrra-''E4-til-Tcl)ittg., Division. 2. All permi ts, insip0;06-n . recmd so an oved ha 11 be av a i 1 ab 1 e at the s ttetNp1:-44 to 4, pe start ofNzaAkgon- struct i on . , ire dot:* ;)4,p;t:$ al; 1J7413t m a i tIM n #d AA 'Oy a i 1 - able unti 1 ' p 1 A exletbri' approval VS g 104 p . e, .t, i% ' e ti 3 . A 1 1 cons t ion . ong 0 1 0 ) t 6 8 f i Th m a oce A tyt* p r 0'00 Ed i t i on,L p I ans and q tvqmOts 0 6 the‘s,p11,1 or m BurP4Ang Oode't.,1994k ft, %re %,s, .4' . et) ci 0 ,4 d, itt, ‘)q/i/ ,A 4. Va 1 i d i ft, of Per '1 t . o'The t iAsmance' otY , perm i t dv, hi:veal\ p 1 ans if).,.i, p ep if i cat On s , a ti*Olpu ta t„kns s ha 11 not, be ci4W- s trur'47 o 40 a pel-mi t :t$1:, m an afprova 1 of , any'ly ct,•eLipon of a lgi ofe„.1til* p0v i s Ion. of the -bu 1.141 ng code or o:6, a69,.,f!') A othiRlord i nabce: of the''-juris,dfyctionj No perm it pr e.gy m10' to 0 g i tig4uthorAy to vpFatq or ,banoe 1,tfler,provisions of thle' i,V.)kii codre0a 1 1 be valid. 1 iA . '' 0 l/ \ .'it ' ) - ' .„.,:,,:. 9 r . .., i•-• ,....-". .i., __,... 0 , • -- 4? ,. . , .', • t'+7 :).-• \ ) +,.,, .A. .: 4, "440, ",, t •• .`k 4 ,+. ',,` + ; i =++ , .,n�:•;�'S' +ems. ".'it;t ?3:' „ "i�t�; �f`, : ;`�+' ,. ...a a`Za �.. .. i:i` CITY OF TUY V ILA RACK STORAGE DIMENSIONS LINEAR FEET /3a, 6 7 (3u -4 7 30 C7 X HEIGHT = TOTAL X /1 = 6 s2Io X 1, = 7 ?S2 -6 X C1. _ 2,35-2,06 It _ L3s"zo� ` X !U Z` �Z. 3 06 GRAND TOTAL _ /4//l z. 3-6 RECEIVED CITY OF TUKWIW OCT 2 6 1994 PERMIT CENTER TWOS AO NMVUO AO o001,1ddv 1101SIA3W 0CYt•0LY(Lta) OYOSi VN0ZIWY'XIN30Nd OVOU U3830U `1,9 T YtMCU , 11, Sis11v1231S ONI1ONYN 11,1U71YY1 133.13 N U 3 H I li 0 11:F aenf 9131$ NUaNIUON d0 NOIO2I14U3d Nil11UM AO 1diOXi UTA10O •lVHM gJOdUll4 ANY 11o4 oven UON UDNNYW ANY NI Oi0l000d7U UO ' ODIV1t018Nd 'ODNdVU0010Nd•30VU .tDO ION 91VHO 0NV vimXINiOHd "131119 NUNION O AlUDdOUd 3H1 DINIUd UO ONIMVUO QIN1 MION T Mai . a1 9-19 u3no4Sna J J eL 1111101111110 41111•111011. ifinT.. •••••••■•■■■■••1 Oa, 41•■■■•■ . WAREHOUSE FLOOR PLAN T ce 0 �O W i2�to'rj sE1111,c INC. MATERIAL HANDLING ENGINEERING CONTRACTORS LICENSE NO. 432X25 TEL: (818) 962 -1162 14180 -I Live Oak Avenue SHEET 1 OF 15 SEISMIC ANALYSIS OF STORAGE RACKS FOR SILO TUKWILA, WA. 03 -28 -1994 #94 -190 FAX: (818) 962 -1279 ctty O ETUKWILA OCT 261994 PERMIT CENTER MAR 2 9 1994 Baldwin Park California 91706 INC. MATERIAL HANDLING ENGINEERING (818) 962 -1162 • FAX: (818) 962 -1279 PROJECT FOR NORTHERN STEEL (MERRILL) SHEET NO. 2 OF 1 5 CALCULATED BY SAL DATE 03-28-1994 t TABLE OF CONTENTS DESCRIPTION COVER SHEET TABLE OF CONTENTS SCOPE PARAMETERS CONFIGURATIONS COMPONENTS & SPECS. LOADS AND DISTRIBUTION LONGITUDINAL ANALYSIS COLUMN BEAM BEAM TO COLUMN BRACING OVERTURNING BASE PLATE SLAB & SOIL PAGE # 1 2 2 3 4 -4 5- 6 7 8 9 10 11 12 13 14 15 SCOPE: THIS ANALYSIS OF THE STORAGE SYSTEM IS TO DETERMINE ITS COMPLIANCE WITH THE APPROPRIATE BUILDING CODES WITH RESPECT TO STATIC AND SEISMIC FORCES. THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY, WITHOUT ANY FIELD WELDING. 14180 -I LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 si El INC. MATERIAL HANDLING ENGINEERING (818) 962 -1162 • FAX: (818) 962 -1279 PARAMETERS: PROJECT FOR SI NORTHERN STEEL (MERRILL) SHEET NO. 3 OF 1 5 CALCULATED BY SAL DATE 03- 28-1994 STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN ANY ADJACENT BAYS. THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYZED IN BOTH LONGITUDINAL AND TRANSVERSE DIRECTION. STABILITY LONGITUDINALLY IS DEPENDANT ON BEAM TO COLUMN MOMENT, WHILE THE BRACING ACT TRANSVERSELY. 1. COLUMN. 2. BEAM. 3. BEAM TO COLUMN. 4. BASE PLATE. 5. HORIZONTAL BRACING. 6. DIAGONAL BRACING. 7. BACK CONNECTOR. TRIBIIT RY R A LONGITUDINAL TOP VIEW 14180.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 GE° INC. MATERIAL HANDLING ENGINEERING (818) 962 -1162 • FAX: (818) 962 -1279 PROJECT SILL FOR NORTHERN STEEL (MERRILL) SHEET NO. 4 OF 1 5 CALCULATED BY SAL DATE 03-28-1994 :X)NFIGURATIONS, / 198" 6" 8" TYPE 1 -S. 1,750 lb. 3 1,750 Ib. 2 1,750 Ib. 1 4' 92" TYPE 1 -1 2,500 Ib. E6 198" 2,500 Ib. 2,600 lb. 4' 4' 4" of e' 424 �`-'- 92" " 4 •�`' 42" 4' k 14180.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R, LIC. NO. 432725 INC. MATERIAL HANDLING ENGINEERING (818) 962 -1162 • FAX: (818) 962 -1279 PROJECT SIL' ,�_ FOR NORTHERN STEEL (MERRILL) SHEET NO. 5 OF 1 5 CALCULATED BY SAL DATE 03-28-1994 TYPE 1 -S SPECIEICATION - MAIN STEEL 50000 PSI - BASE PLATE STEEL 36000 PSI - ANCHOR - WEDGE TYPE 1/2 x 3 -1/4 - FLOOR SLAB 8" X 2000 PSI. REINFORCED 198" - SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 3. TYPE = SINGLE ROW UNITS. - BASE SHEAR FORMULA = ZIC(wLL +wDL) /Rw SECTION AXIAL FORCE 6" MOMENT 1,750 Ib. 1,750 Ib. 2 1,750 Ib. 1 1 lu = 286# • 19C" 4` 95# • 14; �a• fi 92" - -' 92" BEAM MOMENT 381# 254# 127# 42 "-4 1 2,775 Ib. 18,315 in.lb. 14,769 !nib. <- standard conn. 2 1,850 Ib, 7,870 'nib. 7,973 'nib. <- standard conn. 3 925 Ib, 4,722 In.ib. 4,038 In.Ib, <- standard conn. TYPE 1 -S DESIGN LOAD = 1750# BASE PLATE COLUMN BEAM V 3.125 X 5 X .1875 BASE PINNED 1/ COLUMN 3X1- 5/8X12GA(LU27) STRESS =1.13 3 x 2 -1/2 x 14 ga. MAX LOAD/LEVEL = 2,990 Ib. BEAM IS O.K. 1/ OVERTURNING BRACING SLAB & SOIL 1/ ANCHOR STRESS = 0,93 # OF ANCHORS = 1 .HORIZONTAL 1! 1 -1 /2X 1 X 14G A. STRESS = 0.1 7 DIAGONAL 1/ 1.1 /2X 1 X 14 G A, STRESS = 0.33 PUNCT. STRESS = 0.41 BENDING STRESS =0.21 1/ 14180.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO, 432725 INC. MATERIAL HANDLING ENGINEERING (818) 962 -1162 • FAX: (818) 962 -1279 PROJECT FOR S1L NORTHERN STEEL (MERRILL) SHEET NO. 6 OF 1 5 SAL CALCULATED BY DATE 03- 28'1994 TYPE 1 -1 SPECISATION - MAIN STEEL 50000 PSI - BASE PLATE STEEL 36000 PSI - ANCHOR - WEDGE TYPE 1/2 x 3 -1/4 - FLOOR SLAB 8" X 2000 PSI. REINFORCED 198" - SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 3. - TYPE = INTERCONNECTED UNITS. - BASE SHEAR FORMULA = ZIC(wLL / 2 +wDL) /Rw SECTION AXIAL FORCE 18' 8" MOMENT 1 2,500 Ib. 08 13 4. 141 69# ♦ 1:' 2,500 Ib. 2,500 Ib. X185# 92# 92" Iu = 92" BEAM MOMENT fi 42"4 1 3,900 Ib. 13,365 !nib. 11,554 2 2,600 Ib. 5,743 In.Ib. 6,594 3 1,300 Ib. 3,446 In.Ib. 3,723 In.Ib. <- standard conn. In.Ib. <- standard conn. In.lb. <- standard conn. TYPE 1 -1 DESIGN LOAD = 2500# BASE PLATE COLUMN BEAM 1/ 3.125 X 5 X .1875 BASE PINNED V COLUMN 3X1- 5 /BX12GA(LU27) STRESS =1.00 4/ 3 x 2 -1/2 x 14 ga. MAX LOAD/LEVEL = 2,990 Ib. BEAM IS O.K. OVERTURNING BRACING SLAB & SOIL 1/ ANCHOR STRESS = 0.19 # OF ANCHORS = 1 HORIZONTAL i/ 1- 1 /2X1X14GA. STRESS = 0.1 2 DIAGONAL 1- 1/2X1X14GA. STRESS = 0.24 ./ V PUNCT. STRESS = 0.41 BENDING STRESS =0.22 14180.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 INC. MATERIAL HANDLING ENGINEERING (818) 962 -1162 • FAX: (818) 962 -1279 OAD DISSTRI _BUTTON :TYPE 1 -1 2 LIVE LOAD PER SHELF (BASED ON CLIENT SUPPLIED DATA) = wLL. DEAD LOAD PER SHELF = wDL. SEISMIC SHEAR BASED ON STD 27 -11 OF THE 1991 UBC = V. WHERE V= ZIC(wDL +wLL /n] /Rw PROJECT SILf,; FOR , NORTHERN STEEL (MERRILL) SHEET NO. 7 OF 1 5 CALCULATED BY SAL DATE 03-28-1994 SEISMIC ZONE = 3 Z = .3 I = 1 C = 2.75 Rw (LONGITUDINAL) Rw (TRANSVERSE) wDL = 100 Ib. NTERCONNECTED UNITS. •► • ►: • : •► =8 =6 198" 2,500 Ib. Viong = .3 * 1 * 2.75 * ( 7500/2 + 300 ) / 8 Viong = 418 lb. Fi = V Whi /ZWh LBANSVERRSE DIRE .TION Vlong = .3 * 1 * 2.75 * Vtrans = 557 Ib. Fi = V Whi /ZWh 7500/ 2 + 300 TOTAL FRAME LOAD = 7,800 lb. /6 1 2,600 Ib. 208# 2 2,600 Ib. 1 139# • 69# ,�-- 92" --- ' Iu = 92" 14" E41' 24" 4" 278 185# 92# 42 "4 14180.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91708 • CONT'R. LIC, NO, 432725 INC. MATERIAL HANDLING ENGINEERING (818) 962 -1162 • FAX: (818) 962 -1279 PROJECT S I I• FOR NORTHERN STEEL (MERRILL) SHEET NO. 8 OF 1 5 CALCULATED BY SAL DATE 03-28-1994 QNGITUDINAL ANALYSIS :TYPE 1 -1 THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE COLUMNS ASSUMED AT MID - HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE THE BASE PLATE PROVIDES ONLY PARTIAL FIXITY, THE CONTRA FLEXURE IS ASSUMED TO OCCUR CLOSER TO THE BASE.(OR AT THE BASE FOR PINNED CONDITION, WHERE THE BASE PLATE CANNOT CARRY MOMENT). Vlong = 2 * Vcol = 418 Ib. Vcol = 209 lb. F 1 = 35 .Ib. F 2 = 70 Ib. F3= 104 Ib. BASE ASSUMED PINNED. Mbase = 0 In.ib. Mupper + Mlower Mconn'R' + Mconn'L' Mconn'R' = Mconn'L' Mconn * 2 = Mupper + Mlower Mconn = [Mupper + Mlower] /2 RESULTING FORCES ON COLUMN SECTION AXIALJQAE MOMENT Mconn 1 3900 13365 2 2600 5742 3. 1 300 3445 11553 6594 66 In. Beam to Col. Conn 68 In. I= h= na In. I Col to slab. Mupper Iviconn —7L) Mconp "R" M lower 14180.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R, LIC. NO, 432725 SE1 INC. MATERIAL HANDLING ENGINEERING (818) 962 -1162 • FAX: (818) 962 -1279 PROJECT FOR : Sit NORTHERN STEEL (MERRILL) SHEET NO. 9 OF _ 1 5 CALCULATED BY SAL DATE 03- 28-1994 nI t InllK ANALYSIS :TYPE 1 -1 COLUMN IS ANALYZED PER AISI COLD - FORMED STEEL DESIGN MANUAL. Pmax = 3,900 lb. Mmax = 13,365 in.1b. Kxlx /rx = 1.2 * 65 / 1.23 = 6 3.4 <- GOVERNS Kyly /ry = .8 * 34 / .617 = 4 4.1 Cc = (2n ^2E /Fy) ^.5 = 107.0 SINCE KI /r <= Cc, Fa = .522Fy - [(ki /r *Fy)/1494]^2 = 21,596 psi. fa = Pmax /Area = 6,220 psi. fb = Mmax /Sx = 21,047 psi. fa /Fa = 0.29 >.15 F'e = 12n ^2E /23(KXIx /rx) ^2 F'e = 37,134 psi. Fb = .6 *Fy = 30,000 psi. Cm *fb /Fb[1- fa /F'e] = 0,72 COMBINED STRESS = 1.00 SECTION PROPERTIES A = 3" B = 1.625" C = .75" D = 0" E = 0" Wt. = 0# t1 = .1046" t2 = 0" Area = .627 " ^2 Ix = .953 "^4 ly = .239 " 1%4 Sx = .635 " 4%3 Sy = .278 " ^3 rx = 1.23 " ^2 ry = .617 " ^2 88" 85" Fmnt VIew 34" 34" Side View 14180.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 INC. MATERIAL HANDLING ENGINEERING (818) 962 -1162 • FAX: (818) 962 -1279 PROJECT SIL�. FOR NORTHERN STEEL (MERRILL) SHEET NO. 10 OF 15 CALCULATED BY SAL DATE 03-28-1994 BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABLIZE THE SYSTEM, ALTHOUGH IT DOES NOT PROVIDE 100% FIXITY. THUS, THE BEAMS WILL BE ANALYSED ASSUMING THEY HAVE PINNED ENDS. FOR THE COMPUTATION OF BEAM TO COL. MOMENT CAPACITY, THE PARTIAL FIXITY OF THE BEAM,(ASSUMED AT AN ARBITRARY 25% OF THE FIXED END MOMENT OR 2,000 In.Ib. WHICH EVER IS SMALLER) WILL BE ADDED. Tact = 92.0 in. Imax = [1950 + 1200(M1 /M2)]b /Fy SINCE M1/M2 = 1.0 Imax = 3150 *b /Fy = 158 in. SINCE Imax > Iact Fb = .66Fy = 33,000 psi. i1AXIMUM STATIC LOAD PER LEVEL DEPENDS ON 1) BENDING CAPACITY M = Sx* Fb = wI ^2/8 = 17193in.lb. CAPACITY = 2(8 *M /I) = 29901b. 2) MAXIMUM ALLOWABLE DEFLECTION (L/180). A = 5w1 ^4/384E1 CAPACITY = 2[(384EI)/(5 *180 *I ^2)] = 31221b. MAXIMUM STATIC LOAD PER LEVEL IS 2,990 -lb. ALLOWABLE AND A k ►4 • ►1 Sx = 0.521 41. 1,3 Ix = 1.050 in. ^4 Mstatic = wI ^2/8. = LIVE.LOAD *L /(2 *8) Mallow(static) = 'Sx * Fb Mimpact = 1.125 *Mstatfc Mallow(selsmic) = 1.33 * Sx * Fb Mseismic = Mconn (SEE LONG. ANALYSIS) . LEVEL Mstatic Mimpact Mallow Mseismic Mallow RESULT 1.125 Mstatfc (static) (seismic) 1 14374 16171 17193 11553 22924 GOOD 2 . 14374 16171 17193 6594 22924 GOOD 3 14374 16171 17193 3722 22924 GOOD 14180.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 INC. MATERIAL HANDLING ENGINEERING (818) 962 -1162 • FAX: (818) 962 -1279 PROJECT FOR SHEET NO. _ 1 1 OF 1 5 CALCULATED BY SAL DATE 03-28-1994 SIL NORTHERN STEEL (MERRILL) BEAM TO COLUMN CONNECTION Mconn= ( Mlower + Mupper )/2 + Mend CAPACITY OF CONNECTOR a) SHEAR CAPACITY OF 7/16" DIA. STUD Area = .4375 ^2r[ /4 = .150 " ^2 Fy = 50,000 psi Pmax = 3,000# b) BEARING ON COLUMN Abrg. = t * D t = .09 min. = .5 * t' . Fy = 50,000 psi min. Pmax brg. = Area * Fbearing = .5t *2.1 *Fy = 4,725# > 3,000# c) MOMENT CAPACITY OF BRACKET S bracket = .110 " ^3 Mcap = S * Fbending = .110 *.66 *Fy C = Mcap /.75 = 1.11 P1 P1 = 1.20 Mcap = .0872 Fy = 4,360 #> 3,000# SINCE PLUG GOVERNS P1= 3,000# Mconn. cap.= P1 * 4.5 + P2 * .5 = 4.555 * 3,000# *1.33 = 18,220 "# 3 "/ 1 "eff. Mupper Mconn. Mconn. Mlower BEAM TO COLUMN CONNECTION 1 5/8" Sbracket = .1 10"A3 C C =P1 +P2 = P1 + (.5/4.5)P1 = 1.11 P1 1/2" 14180-1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 64 sE INC, MATERIAL HANDLING ENGINEERING (818) 962 -1162 • FAX: (818) 962 -1279 PROJECT SIS FOR NORTHERN STEEL (MERRILL) SHEET NO. 12 OF 1 5 CALCULATED BY SAL DATE 03-28-1994 TRANSVERSE ANALYSIS : BRACING :TYPE 1 -1 IT IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR IN TENSION AND COMPRESSION. IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILL BE DONE ON THE DIAGONAL MEMBER AS IT WILL GOVERN. DIAGONAL BRACING_, COMPRESSION MEMBER L diag. = [(L- 6) ^2 +(D- 2 *Bcoi) ^2] ^.5 = 45.6 Vdiag = Vtrans * Ldiag. / D = 604# kI /rmin = [ 1 * 45.6 ] / .358 = 127.3 Fa = [12n ^2E] /[23(kI /r) ^2] = 9201 psi. fa /Fa = Vdiag /(Area *Fa) = 0.24 DIAGONAL AND HORIZONTAL BRACING W Area= .277 "A2 rmln= .358 " H t= .0747 " W= 1.5 " H= 1 " 14180.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO, 432725 INC. MATERIAL HANDLING ENGINEERING (818) 962 -1162 • FAX: (818) 962 -1279 PROJECT SIe FOR NORTHERN STEEL (MERRILL) SHEET NO. 13 OF 1 5 CALCULATED BY SAL DATE 03-28-1994 • • • 1 ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 27.1107(g) OF THE 1991 U.B.C. STANDARD 27 -11. EULLY LOADED TOTAL SHEAR = 556 Ib. Mot = Vtrans * ht * 1.15 = 556 * 177 * 1.15 = 98622 in.lb. Mst = EWp *d /2 = 7500 * 42 /2 = 157500 in.lb. Puplift 1(Mot - Mst) /d Puplift <= 0 NO UPLIFT 'TOP SHELF LOADED a� ° SHEAR = 185 Ib. J�- Mot = Vtop * h * 1.15 = 185 * 198 * 1.15 = 42266 in.lb. Mst = Wp * d/2 = 2500 * 42/2 = 52500 in.lb. Puplift 1* (Mot - Mst) /d Puplift <= 0 NO UPLIFT 278# 185# 2# USE 1 ea. 1/2 x 3 -1/4 MIN. EMBED. ANCHOR. CAPACITY OF 1/2 x 3-1/4 = 875 Ib. PULLOUT & . 1500 Ib. SHEAR COMBINED STRESS1 = 0 / 875 + 278 / 1500 = 0.19 COMBINED STRESS2 = 0 / 875 + 92 / 1500 = 0.06 -1`' 42"4 14180.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R, LIC. NO, 432725 INC. MATERIAL HANDLING ENGINEERING (818) 962 -1162 • FAX: (818) 962-1279 PROJECT S FOR NORTHERN STEEL (MERRILL) SHEET NO. 14 OF .1 5 CALCULATED BY SAL DATE 03-28-1994 3AS.E PJ ,ATE :TYP = 1 -i BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb (IF ANY). THERE ARE 3 CRITERIA IN DETERMINING Mb..THEY ARE 1) MOMENT CAPACITY OF THE BASE PLATE, 2) MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3) Vh /2 (FULL FIXITY). Mb IS THE SMALLEST VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. Pcoi = 6248 Ib. B = 3.125 in. D = 5 in. b = 3 in. t = .1875 in. b1 = .0625 in. P/A = Pcol /(D *S) = 399.8 psi. Mbase = wI ^2/2 = I ^2 /2(fa) Mbase = 0.8 in.Ib. Sbase = 1 *t ^2/6 = 0.006 in. ^3 Fbase = .75Fy * 1.33 = 36000 psi. fb /Fb = Mbase /(Sbase *Fbase) = 0.004 fa Pcol bl b /1/ b1 B 14100.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC, NO. 432725 •.1 .i5 �}y�•r. (t ;'�',n..,* {;i:�.,i �. x ;, i:�e .:. ... . 5m1 INC. MATERIAL HANDLING ENGINEERING (818) 962 -1162 • FAX: (818) 962.1279 BLAB AND SOIL :TYPE 1 -1 PROJECT FOR NORTHERN STEEL (MERRILL) SHEET NO. 15 OF 1 5 CALCULATED BY SAL DATE 03-28-1994 Slt THE SLAB IS CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND HENCE, WILL ACT AS A FOOTING. (a) PSINCTURE Pmax = 1.4 DEAD LOAD + 1.7 LIVE LOAD Pmax = 1.4 * Pcol + 1.7 * (Mot /d) = 9,452 Ib. Fpunct = 2 *sgrt(f'c) = 89.4 psi. Apunct = [(w +t /2) +(d +t /2)] *2 *t = 258.0 in. ^2 fv /Fv = Pmax /(Apunct *Fpunct) = 0.41 (b) SLAB TENSIQN Asoil = Pmax /(1.33 * fsoil) = 7.09 ft. ^2 = 1,021 in. ^2 L = sgrt(Asoil) = 31.9 in. B = sgrt(w *d) + t = 12.0 in. b = (L -B) /2 = 10.0 in. Mconc = wb ^2/2 = (1.33 *fsoii *b ^2)/(144 *2) = 462.8 in.lb. Sconc = 1 *t ^2/6 = 10.67 in. ^3 Fconc = 50 *sgrt(fc) = 201.25 psi. fb /Fb = Mconc /(Sconc * Fconc) = 0.22 t BASE PLATE w = 3.125 in. d = 5 in. CONCRETE t = 8 in. f'c = 2000 psi. SOIL fs = 1000 psf. 14180.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 City 6f Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B94 -0374 (510) Re: Silo - 17550 Southcenter Parkway Dear Sir: John W. Rants, Mayor November 7, 1994 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)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 12.104(a)) 2. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) City Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 3313 (a)(b)) 3. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.505A) Maintain fire extinguisher coverage throughout. 4. 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, City (,r Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 John W. Rants, Mayor plastics, some flammable liquids,, idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC 9.110) 5. In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) Maintain minimum 6" longitudinal flue space between back to back racks. 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) Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 231C, 3 -2.3) 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. DATE * * CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 EVISION SUBMITTAL * * PROJECT NAME Si/O ADDRESS / 7 5 5-0 5( r,2-A)/-04 k CONTACT PERSON Ste Fee IA7 PHONE ARCHI1h,CT OR ENGINEER /t) o A.) e- -7?- ig) 37 PLAN CHECK/PERMIT NUMBER (-kg, — C-) I-1 Lk TYPE OF REVISION: F/00(z_ P/ ,j iL E I. 00 NI SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMI I ED TO: RECEIVED CITY OF TUKWILA ti011 299L PEWIT GOITER City of Tukwila John W. Rants, A Dior MININIMMIMO Department of Community Development Rick Beeler, Di, ctor October 28, 1994,''. TO: OA,.... OW `K1 FAX #:., d'J." l"��.'. FROM: .. Ei�..... �1'S � DATE:. ( %.. /2 /`'.y PAGES INCLUDING ..... _........ _ ......... .... THIS PAGE: a •.., . -..„ .- FAX tiro I .." S 6GJ"• -.. PHONE #:93I -*5 4-7 I5. {. P Stephen C. French Silo, Inc. 17550 Southcenter Pkwy. Tukwila, WA 98188 • FA/ •" I i�+lrir ;F11.�jP RE: Silo Inc. rack storage permit application Plan check number B94 -0374 Dear Mr. French: After the initial review of your subject project, it has been determined that additional floor plans must be submitted. These plans must show all exit doors and the egress routes through the proposed storage racks. This exit system must comply with U.B.C. Chapter 33. To confirm you have received these comments contact this office and /or submit revisions within ten working days. ,Fillfree to call me if there are any questions, 8:30 a.'rii: to' 5:d0 p.m. at 431 370. Sincerely, 4„ A Ken Nelsen Plans Examiner 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.370 • Fax: (206) 4313665 , t CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1677 11/02/94 Activity Table Processing RACK STORAGE PERMIT Permit No: B94 -0374 Tenant: SILO Status: PENDING Address: 17550 SOUTHCENTER PY Base Informa Parcel No: Owner: Validated By: Status: Act /Inactive: Nature of Wk: Location: Zoning: UBC Edition: Rack Storage tion 262304 -9110 PACIFIC NORTHWEST GROUP A SAO Plan Ck Approved: PENDING Issued: A Final Notice: INSTALL RACKING C -2 1991 Dimensions - Linear Feet Type: B -RACK Vers: 9401 Screen: 01 Applied: 10/26/1994 Completed: / / To Expire: / / Valuation: 5,000.00 x Height = Totals 131 18.0 2,358 131 18.0 2,358 131 18.0 2,358 131 18.0 2,358 131 18.0 2,358 131 18.0 2,358 F7= Update, F2= Previous Line, F1= Screen Index, ESC =Cancel Update CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 11/02/94 Activity document routing maintenance. RACK STORAGE PERMIT Permit No: B94 -0374 Tenant: SILO Status: PENDING Address: 17550 SOUTHCENTER PY Route: 1 Current Route Line: 2 of 5 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 10/26/94 10/28/94 11/02/94 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments 1[LETTER SENT 10/28/94 BY KEN 2[ 3[Rack exits at maixmum distence O.K. 4[ 5[Fire please review and comment. 6[ 7[ ] 8[ ] 9[ ] 10[ ] aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. durao 410/1111d fat £ 130 mum ,110 Alto aaniaoaw I00'Ia0 QJ c• 13315 Nxxxia0N fuse s�. -rinz T XVd rs:oi N3 /12/0I 25' 0' -25' 0'- — - - -25' 0 25' 0L- 25' 0' 25' 0' —25' q' L5' 0' I 4 it 1 II .'• _4• I 225' -0 -L —f t o 1 Li 13E 1514- o37q II 1 l �I 11 u 1 li T se- / /AREHOUSE ELF DR PLAN SCALE: 1/8' = 1' -0' 9 t I it 1 check apP! owls 81n check and tovals toe 1 understand that the plan II ,.d,�,r,. • 1 AnV 9.4)101 W', inlI1•'11 .,, notation 01 r nv .v,t ,.,,. Hrcrlpt 01 OW', 1nF'' acknowledged 1` ✓ • • nola,,s ,;k�ptr,l, cud lgaCWt �tpt,yut.�pV'.... By Date P Itmt N --n • - -2.7^' 11' W en 1 '0 • f caTy oOFmama OCT 26tom MOM? CO '0 7' RAI ; FT RACK ELEVATION NTS MATERIAL HANDLING SPECMLISTS 3914 E. ROESER RD. PHOENIX, AZ 85040 (602) 470 -1430 FAX (602) 470 -1432 10:1—X10 CUS -OMER ADDRESS SILO SEATTLE, WASHINGTON PROJECT DESCRIPTION SILO WAREHOUSE LAYOUT 141/23/94 SHOWN DWAS ORTEG4 NASA P— t VIEW TYPICAL BRACING TO COLUMN. CONNECTION 12 " -16 r..nrenerneer.±...1 2„ 43U 0 ATIACH_W/ 1/CILBOLIS ROW..SP_ACER..(14 GA THK.) e • GENERAL CONFIGURATION 0 Ifr 0 0 0 1" TYP. O VIE-w'B' TYPLCALBEAMTO..COLUMN. CONNECTION 1 1/2" BEAM &_CONNECTOR 66" 66' 66" 198" 3 34" 34" 3 11 3 12 " -16" FIueS ace %- 42" —jlI —42"1 3� 3� 3 3 71 3 Front View TYPE 1 Sid4 View 9., Single Row Side View Interconnected TYPICAL STORAGE`RACK ELEVATION TYP. )1re „V3” -t— 31/8" --t 00 9/16" 0 HOLES COLUMN & BASE PLATE 1/2" 3 1/4" MIN. EMB')MNT. • Il\\\\\ \\\\C___I 1 REQUIRED PER BASE PLATE O ANCHOR 1 1 /2" r 14 0A. HORIZONTAL. & DIAGONAL BRACE NOTES: 1. STORAGE RACK DESIGNED PER SECTION 2711 OF THE 1991 UBC STD. 2. STORAGE CAPACITY: TYPE 1- SINGLE ROW: 1,750# PER LEVEL TYPE 1- INTERCONNECTED: 2500# PER LEVEL 3. POST LOAD SIGNS AT CONSPICUOUS LOCATIONS DEPICTING THE DESIGN CAPACITY OF THE RACK USING A PERMANENT PLAQUE NOT LESS THAN 50 SQUARE INCHES 4. L. A. CITY FABRICATOR LICENSE #777 5. ASTM A570 FOR SHAPE Fy = 50,000 PSI GRADE 50 6. ALL BOLTS A307 (UNLESS NOTED) 7. ANCHORS HILTI KWIK BOLT II OR APPROVED EQUAL ICBO #4627, L. A. R. R. #24946 8. CONCRETE 8" THICK x 2000 PSI 9. SOIL BEARING PRESSURE 1000 PSF RECEIVED CITY OF TUKWILA OCT 261994 PERMIT CENTER MAR 2 9 1994 11 1 5/8" 14 GA. HEAVY DUTY HORIZONTAL BRACE USE AT FIRST LEVEL ONLY GElltic INC. MATERIAL HANDUNf3 EN 1, E SCALE DATE NONE 4. k, tik 180 -1 Live Oak Avenue In Park, California, 91708 • Fax: (818) 982.1279 LICENSE NO. 432726 • A- ., • • .� 3/28/94 r ; v 4' • 1'eE -• DESCRIPTION STO DRAWN BY REVISED S.K. (HI -LINE TYPE) EXPIRES / e ADDRESS SILO TUKWILA, WA ORAWINO NUMBER 94 -190A 1394e-031gal 1