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HomeMy WebLinkAboutPermit B95-0394 - DESIGN IMPORTS INDIA - STORAGE RACKS City O Tukwila k, . (206) 431 - 3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 , RACK STORAGE PERMIT Permit No: 895 -0394 Status: ISSUED Type: 8 -RACKS Issued: 11 /30/1995 Category: Expires: 05/28/1996 Address: 6750 S 180 ST Suite: Location: Parcel #: 352304 -9095 Zoning: CM Contractor License No.: NORTHWH275JF TENANT DESIGN IMPORTS INDIA 6750 S 180 ST, TUKWILA, WA 98188 OWNER TRI -LAND CORPORATION 1325 4TH AVE SUITE #1940, SEATTLE WA 98101 CONTRACTOR NORTH WEST HANDLING SYSTEMS INC Phone: 206 255 -0500 1100 S.W. 7TH STEET, RENTON, .WA 98055 CONTACT TOM GUFFEY • Phone: 206 255 -0500 1100 S.W. 7TH'STREET, RENTON, WA .98055 ** k******* k*********** k************************ * *1i* * * * * * * * * ** * * * * * * * * * * *•k ** Permit Description: INSTALL /ERECT AND ANCHOR RACKS IN WAREHOUSE. Rack Storage'D i mens ions - L i near • Feet x Height,, :Tota l s 2200 20.0:, 44,000 . t fi t • a { • e' ;44,, 000 UBC Edition: 1994' Valuation: 72,500.00' -.` `, Tota,l `Permit Fee: 1,190 ' 03 * k * ** k** * *•k ** * * ** * * * * * * * * * * * * * * * * * ** k * * * * * * ** * ** k * * * * * ** * * * * * * * ** *, * * * ** * ** Per t Center Authorized Signature c ,Date I hereby ,.certify that I have read and examined" this and know the same to be true and correct. All provisions of law and % ordiriafces governing this work will be complied with', whether specified 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 or' the performance , work. ' '';:I am authorized to sign for and obtain this building. rmit. Signature:_ Date j Print Name : N I , R - C�4 ' '.. Ti t 1 e L 44 d s1'__1'V �• ..•Sro 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. • O`er -i o s2, CITY OF TUKWIL ; ;� Department of Community Development - Permit Center es: �- 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 fig (206) 431 -3670 Building Permit Application Tracking PLAN CHECK PROJECT NAME NUMBER . 0.6^ It III. O + _! t GL SITE ADDRESS SUITE NO. 6q6 (flSo 6 Vt, 0 3 l 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. :LATE :. . DEPARTMENT DATE IN REQUIR / COMMENTS ... 4 ' •NSULTANT: Date Sent - Date Approved - BUILDING - Il`I Ut 'Z Cl - initial review ROU ED FIRE PROTECTION: • Sprinklers Detectors • N/A FIRE It 1 /. 11 2� 'A FIRE DEPT. LETTER DATED: 1 re' ' INSPECTOR: 4 / INIT: _ A O PLANNING ZONING: BAR/LAND USE CONDITIONS? Kam No REFERENCE FILE NOS.: INIT: MINIMUM SETBACKS: N- S- E- W- OPUBLIC UTILITY PERMITS REQUIRED? Yes No WORKS PUBLIC WORKS LETTER DATED: INIT: O OTHER _ INIT: BUILDING - 1 ` 4 j TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): final review INIT: C15 OYes XNo 144 1 BUILDING (' II3 9' ? OFFICIAL ) INIT: ' REVIEW COMPLETED AMOUNT CONTACTED _—c OWING: DATE NOTIFIED -3b- q5 BY: ti O (init.) 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (snit.) . 0 01/08/03 BUILDINia PERMIT _.._.. APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 DEso • IPT o wriginlipo C nim •: UILDING PERMIT FEE (; CHECK FEE , PLAN IN M BE 6citb'0"59 P UT A LD IN SURCHARGE : 6b APPLICATION MUST BE ETHER: FILLED OUT COMPLETELY TOTAL - Rina j I SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ 6750 SOUTH 180TH STREET, TUKWILA WA 98188 $ 72,500.00 PROJECT NAME/TENANT ASSESSOR ACCOUNT # DESIGN IMPORTS INDIA 11352304 -9094 #352304 -9095 TYPE OF U New Building U Addition U Tenant Improvement (commercial) 0 Demolition (building) WORK: © Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: INSTALL /ERECT AND ANCHOR WAREHOUSE RACKING. BUILDING USE (office, warehouse, etc.) OFFICE & WAREHOUSE NATURE OF BUSINESS: IMPORT WILL THERE BE A CHANGE IN USE? U No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 50,195 Tenant Space: 50,195 Area of Construction: 41,004 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ® No 0 Yes IF YES, EXPLAIN: P PRROPPEERTY OWNER TRI -LAND CORPORATION PHONE 624 -4494 A i DDPE a 2112 101 11 1325 4TH AVENUE 111940 SEATTLE, WA 98 CONTRACTOR NORTH WEST HANDLING SYSTEMS, INC. PHONE 255 -0500 ADDRESS 1100 S.W. 7th STREET RENTON, WA ZIP 98055 WA. ST. CONTRACTOR'S LICENSE # 223- 02- NO- RT- HW- H -275JF EXP. DATE 10/96 ARCHITECT LEASON POMEROY NORTHWEST PHONE 583 -8030 ADDRESS 1201 4TH AVENUE SOUTH 11200 SEATTLE, WA ZIP 98134 I: HEREBY CERTIf Y THAT 1 HAVE l EAC AND EX AMINED':THIS APPLICATION AND KNOW THE SAME: >TO BE BUILDING OWNER SIGNATURE „ DATE I 1 l -1- G6 OR PRINT NAME T M GUFF 255 -0500 AUTHORIZED GF PHONE AGENT ADDRESS 1100 s.w. 7TH STREET CITY /Zip RENTON 98055 CONTACT PERSON Same as above PHONE 255 - 0500 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 It 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. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES h.- 5 - n -cl Sl1BMITTAL CHECK 1 CHECKLIST COMMERCIAL . NEW COMMERCIAL BUILDINGS /ADDITIONS COMMI:RCIAL.TENANT IMPROVEMENTS n Completed building permit application (one for each structure) Completed building permit application (one for each structure or tenant) Assessor Account Number Assessor Account Number. Two sets (2) of the following: : C Two Site (2 ) plan sets o.f constructlon plans, •which include n Specifications Structu calculations stamped by a Washington State licensed . : • Locatlon of tenant d p aoe ®n • Existing and proposed parking • n soils rep s tampe d by a Was State licensed engineer � n Overall building plan • 11 Topographical survey ant iota •Ten l ion • Uae of adjacent (common wall) tenant :: En ergy calculatlons stamped by a Washington State licensed •Overall d(menaion s of building or square footage eng ineer or architect Floor plan of proposed tenant apace; Leal degsaiptlon ;Tenant space pien;whh use of each room tabe(Ied o Wo rking drawings, stamped by a Wastiington.State peen.. d • "zxit doors; egress panerns. arc which Include: No wails; existin wall, and walls to be demolished plan Construction details Site ,+ Ard d r a wi n g s : r • • • Structural drawings Cro d method of ss settlers showing •wall construction an attac f or floor and ceiling • Med/ardcai drawings •• • • Elevations . E1 Structurai calculations stamped gton State Uceed • Civil drawings engineer may by a Washin be if:structural work is to be don e (2 se ta) • landscape plan . . NO ll • Co udlity permit a lIcatlon one for entlre act /k end. p la work is to ba done, s ubmit s udli f...":77: t h PP ( Prol :.) ap piicadort and p lans Six (6) sets of dvil drawings v NOTE. Sae utI1Ity permi apppllcat,on en ch eck/� for spedNd ud rty REROOF submittal requirem st l n Completed buildin permit application (one for each stiructure) AnsessorAccou • RACK STORAGE - roof; mate be rem ved, a N err Gibing exi nal o alive des — m t erial being installed • Completed butid(ng permit application • A c® c a to finalinspectin o and sign • Aa aussor Account Number off of the permlf tlo n /ott !a required prior T wo ( 2) s ets of plans, which Include A NTENNA/SATELLITE DI8HE8 Building floor plan sh owing Completed buildtng,per application Endre apace where racks will be located door Assessor Aocourtt Number Dime nsions at alt aisles Tenant space floor plan showing rack storage layout, aisles and Two •(2) seta.of plans; which include — exits. SiW Pian (showing building and location of antenna/satellite dish) • NOTE: include dimensions of racks (halght, wld an le a l s /es ''..E •Details antenna/satellite di and motl>4d of:attachment and exit w o n p S tructu ral calculations stamped by a Washingt State license .. ..:::.,•:• Structural Catculatlons s tamp ed by a Washington State licensed engineer (rack •storage t3' and over) aiagineet m ay be required • RESIDENTIAL --- ■ NEW SINGLE - FAMILY DWELLINGS /ADDITIONB RESID iiEMOi -ELB • — Completed budding permit application (one for each structure) Completed,bultd�ng permit applicaton (one for each structure) :: Fl Legal — descriptio As Ac Numbe . ..:,•'... : : . .......'. ': . : : : . .. ' . ' .. ' . ::.. : ..: . :..:........... ' ... ' .. '. .... :::' : ,. •. : ::......: .‘ : . ..: . . ' , ....• : :.....• ' .• . : . : ......: ' . : : :,.... , ...,.... , ......... ,, : . : , :' ,.: . : . ........ ' ............ ‘. .............,..... ' : ,. : .. ,.::.,:.: Assessor Account Number l Two (2) s et s of work d which • include • •Sits plan • Two sets (2) of working drawings, which include; Foundation plan • Sits plan • F lc'o r pla • FourMatlon plan �. R plan • • Floor plan ∎. Builrtlng elevations (all News) •Roof plan • 8ullding cross soatiofl • poor eievatlons (all views) • Structural fr pl • Buildi cross- section • • NOTE If any util w o r k i to b e : d one prov u tUi t y permli * Structural framing plans : and 1:;11 s'mu subm itted Washington State Energy Code data .." .. ,..:: .. .. • .• ,, , - . : . .-. . . • .. ii . . . .. ,. ‘ .. . : . ,. . , . , . . , , , , . . , .. . . . .... ... : . .: . , , . , . . .. . . R EROOFS .Completed utility permit application Completed. buildin permit app (on f or eac s ____ Six (6) sets of site plans' showing utikties Assessor Account Number NOTE; Building site plan and ti tility site plan bo combined See : Narrative :desc r i bing existing roof, material being removed, an utility permit application and checklist for s pecNlo submltta/ requ irements : � material being i nstal le d • A dc*tlonai topograpltical and soils inf m b e mq d tf u N OTE: A certlt 7caiion Iet l requ i red prior t o fin lnspectlon a n d • site conditions. .:: ofl of the permit •.t•titr 7' §! t'" �. q.t . t 5. .,..�r ". e •�H�•N,,,j, "•''"' �. R. v ': . t, ' d S.r, • .•`t; i (4 • •�k ,�r, .�, f1��`�i.•�'.�:itft. h..IS•:r ,er,, r 2 „,„ p;• •' , r`eFti: o-, '”' , 1 GENERA 1190.03 8* kkANA*PA* A** kbhkkk A**** A***. i* A* k* *A * *k *k +Ak4 *AAkA4 *:tA*4.A*A**Nk TpTAI, 1190.03 CITY OF ' runiuuL f, NMI I 1 CHECK( 1190.03 **"*A k* *A4kkh *•A *A * *** *.k * * *A. /at•.t kA k.+ ***fr **** *•A **** . *A **A CHANGE 0.00 TRANSMIT Number i, 94003256 Amount: 1.190.03 1.1/17/ y2 521 8010A000 17.11 Payment Method: CIiI:CI( Natation: NORTHWEST I1AN!)LI Init: SL13 Permit No: 095-0394 fvpe: 0-RACKS RACK STORAGE PERMIT Parcel No: 352304-9095 Site Address (750 S 1E30 ST Total Fees: 1.190.03 This Payment • 1,190,03 Total ALL y Pmts: 1,.190.03 Balance: ,00 k+A4 * *ksk*k•A Ask** *A4 *Ak*kAk *A'ksl * *4I I AAA *AvkAk *kk's1 *A *A *k* * * *s1* Account Code Description Amount 000/322.100 BUILDING -, NONRES 718.50 000/345.830 PLAN CHECK •- NONRES 46 000/386.904 ;3TAIE BUILDING SURCHARGE 4.50 INSPECTION RECORD (._..`r e5 Retain a copy with permit O CITY OF TUKWILA BUILDING DIVISION e -- Jr . 4 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • 1 • 431 -3670 • ro • �: ypeo n -.: . .n; b Stc-,>� Paa 2uaa � ( I✓AL- Address: 5, ;% .. k. _ Date Called: Special Instructions: Date Wanted: rt., L8 - `, 1 � am ,....01. Tequester: 1" l Lk'< it+sc - Phone No.: � (Approved per applicable codes. ❑ Corrections required prior to approval. s COMMENTS: `.t . ! • t inspector: l Gr ------ __ Dale: p l',.)- A ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectlon, fee must be paid at 6300 Southcenter Blvd,, Suite 100. Call to schedule reinspection. E3457------ e: , J 3 U t `feN a . — INSPECTION RECORD w A5,5 Retain a copy wfth permit 0 yi CITY OF TUKWILA BUILDING DIVISION , 1, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 if* (206) 431-3670 : ype o ns . qv is • ow, pr 1.5 :T. t • Rms., Sp ns rot. .1 " 3 . Requester, o Approved per applicable codes. t;fici Corrections required prior to approval. • COMMENTS: , I . D)9 4 $ ..■ . . -off Ad. N Inspector: hi IF D4e: o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. INSPECTION RECORD 0 1 c ‘ 5 i Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 N j \ ilob, (206) 431 -3670 , •roe : ( `..,� .. 1G t,. Ypeo ns.:. •n: p S Sp : •r.1 nstruct ons: liiiiiiiiiiiz6iiiiiMira. Requester: . r ❑ Approved per applicable codes. ItiklorTections required prior to approval. COMMENTS: CAW-eV grcli Ai '' 3 A tI9 ,SA% 0 714A1 t IJOu.t.& • Rt"`A!> I) (A1 III 1 t1€ . Nei 51A1 Q rA) 1 A 1 t'�1 kr**" tm AT pc ( tn0 6 " 4, 1"4- rrJ ''S tm�r1S, :[ A't' 'l"' 10 r Nw sin LA... h1 A t.) rJT s 14 W 4 cA. P. to rJti,..a 9 ,1- TIAA Aoc.A4o11.. r 1.. . r 1 =otAr4 Iwo L.-44 16 u7 CA N.) AC. v A ilk tn? 1710 OUT" "- ? (44 )4 S 1:) s fe • 1 , `t 's c= t om— 3`' Inspector: w � ( Date: rt.- te / q 1 . •�`"1. ❑ $30.00 REIN N FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southce B Suite 100. Call to schedule reinspection. Recent No.: Date: t r C- ........ .. -.. +.... «r «..... ,. .... ...�J.�.S.wi..d P :.._.w.MW 4.«. s... xY. n.< ac.. i... v.., w.. w... ............. u..... r+.....«.. ir_.. w.,. n.................... a.... :r...rwr.w......- ..— ....- ._...� INSPECTION RECORD • 5- 4 , Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION NI A 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 r J•77 �. Ype o ns /0 / Address: ( 9� I Date Called: sPp Instructions: Date wanted: e L ,Q Requester. Phone N0.: 6 st 099 +. D Approved per applicable codes. Corrections required prior to approval. COMMENTS: /�✓�"� -cC. /N " t4 c^�6z- A r..A9 (•:-42 wi 17 -u4 N - ��" . knro or-.) St] .. nspector: NM ., D *30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. /mow .• ���.. ��s� .. t• F `!! i F V . i.-'. if• 1. u.' IfFLStrd��... sCi`. • , 4 ...4d}Btili#�.��tCd�S15cY.4�t 3iY�! S Ui17® 11VYf4) C' 4 �N4lSiEt�': IYHk% ?.' ��¢�a:rd� i,'w. `* _ t. ... .. 4 . .. .,.�,.j »».. _,-. r -.. ._. rob-"• >i y. {..; s . • 164 4 ...%11% • City John W. Rants, Mayor MUM*. 111111MI! d ; o;► f '� = Fire Department Thomas P. Keefe, Fire Chief 1908 =" TUKWILA.FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. R,•.5 ea_ Project Name , � ld 7 _7; ¢ Address 6 rr ODS •S / �' '� Suite # ,k 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: L.- /2 Authorized Sig'ature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • • Fax (206) 575 4439 .. C.. CITY OF TUKWILA Address: 6750 5 180 ST Permit No: B95 -0.94 Suites Tenant: DESIGN IMPORTS INDIA Status: ISSUED Type: 8-RACKS Appl led: '11/17 /1995 Parcel #': 352304- 9095 Issued: 11/30/1995 **44' k********** k•4 k k' k k* k"•. 4,' k**4 kk' kky 4k' 4' k' k* k*• k k•k **•k4**kk•k•k*k •k * * * Permit Conditions: 1. No changes W i l l be d � M :ti made p trh c0. he` p tan ligpss approved by the Architect or Enginee an%1 "- T ukwTla " °Bul`idi g 2. Al I perms ta, insnedt:jo recor ands approved ° p1 tr. shad 1 be ava i1 a l e at t,1 ,, �ja6' s ite .p�1 i t to ,.F �,} dt:ne sta it ke ryi .con= struction. T r 3e �' - e d . au t`s ,� a � i' ��� t'o; 64, , o '" p `r �,� r�,, { tt � � �n� � � � } i <a� rt�r� �! a i 1- . able' unt:i 1 ,tiia i ,1 n' e- ctton' appr ova { 1 i`s grian ,ed., "NA � , 3. 'Al 1 .constru. ion, eb 4 e done cciii'ft'ittarlc,e 4t`i ttr ppr o 1 plans and'', /,50 i �i r k)neit t . of the ',Ur l yorm Bu f l d:i,ng Code 19 4 Ed1 tiaryt¢,�,a's aiiende'd. r. - izo, a � J j/ A ',; (.' " r. f . 4. Vaiidi of Perm , it. The ,i rice o f, a per ors, t p v ? �y,/ plan^ ;'p e i e ill icat •*r cQnputat shall not,.b d` rirf- \i" str u fo b a pei m t 2f,, " or� n approval of , any vio'i e„t"i'on • of a 1 /Jo foothe'' p Gov i s i on of t i, :'b'u.i•l..(1,„i n code or ott art a s 4' , oth i of the' ur:.i,sc�''rff�ct for ,". 2" No perms t pre�sfm irlg� Q ' g i v autYowl'ty to vi,ol'a�t ,, or/it..nce11, -.. l )pr�pv isions of. t(r'�i`� A cdd4 ha 1 1 be eav' J i�i� ` ".-N tt jd ;; i � , ,,, 01 p , w ., Ay 7 v i{ N-1',"' it 1i fl ii ( „, 0 1 , ,,, ) '..._.. ''S . ' 44 * h* le/. f le '''" \\ ( '''. "?.. /^ 4 ‘ 3,,:.‘ *0 ...c. ....",....._, „,.. . . :4.; "„--,....... . t o f ' ( " . ' i f 1 ,„ - 1- , -..:„...-----., . .e.„. r u ,,,,, 4, i . ' V:S. \\,,, ' , *:'. i ' ' '' ‘." , .f. i ' ,A' * . . 4 A ,, , , ,, c zt. st.b ( 1 l'irt i 4,,,r- k• 4 e t 7 err t :fib E� ? `.'r" * { rs� � ?,�{�y dg,/ • C. CITY OF TUKWILA RACK STORAGE DIMENSIONS LINEAR FEET X HEIGHT = TOTAL X CDO = � X = x X .1=0111 - x MEMO X MINIM .._._■1101 GRAND TOTAL = 1 4 ( 4) 00 RECEIVED CITY OF TUKWILA NOV 1 7 1995 PERMIT CENTER C. . SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 STORAGE RACKS STEEL SHELVING CITY APPROVALS ALASKA NEVADA DRMHV RACKS MOVABLE SHELVING STATE APPROVALS ARVONA NEW MEXICO CANTLEVER RACKS STORAGE TANKS PERMMTNG SERVICES CALIFORNIA OREGON MEZZANINES MODULAR OFFICES PRODUCT TESTING COLORADO PENNSYLVANIA CONVEYORS GONDOLAS FELD INSPECTION IDAHO UTAH CAROUSELS BOOKSTACKS SPECIAL FABRICATION MSSOURI WASHINGTON . ikt -- •:.7` 0\W ' • 100 , tP\/ • SEISMIC SMI C ANALYSIS S OF STORAGE RACKS FOR DESI GIB I MPORTS I NDI A 6750 S. 180TH ST. TUKWI LA, WA #95 -925 ' ' . N 't' i 7 f • • + �l l ; V199 N - , �1J O\ C� p , \ A � 9.i \a�` RECEIVED CITY OF TUKWILA 0 NOV 1 71995 PERMIT CENTER 161 ATLANTIC STREET • POMONA • CA 91768 • TEL: (909)869 -0989 • FAX: (909)869 -0981 SEI ZMI C PROJECT DES 1 ■IMPORTS I NDI A INC. FOR N/W HAND. WA SHEET N0. 2 OF 14 MATERIAL HANDLING ENGINEERING CALCULATED BY GARY DATE 11-08-1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 TABLE OF CONTENTS DESCRIPTION PAGE # { COVER SHEET 1 4 TABLE OF CONTENTS 2 SCOPE 2 PARAMETERS 3 CONFIGURATIONS 4 COMPONENTS & SPECS. 5 LOADS AND D! STRI BUTT ON 6 LONGITUDINAL ANALYSIS 7 COLUMN 8 BEAM 9 BEAM TO COLUMN 10 BRACING 11 OVERTURNING 12 BASE PLATE 13 SLAB &SOIL 14 il SCOPE: THIS ANALYSIS OF THE STORAGE SYSTEM I S 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 Fl ELD WELDI NG. T SEI ZMI C PROJECT DES ,N IMPORTS INDIA INC. FOR N/W HAND. WA SHEET NO. 3 OF 14 MATERIAL HANDLING ENGINEERING GARY 11- 08 -1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 CALCULATED BY DATE 161 ATLANTIC STREET • POMONA • CA 91768 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. CO /0 © /'III i. �' � I k r CO k * 1 \ I ., • ,,/ • ., . A ,,, 4 � 1. COLUMN. 2. BEAM. TRIBUTARY AREA 3. BEAM TO COLUMN. i / 4. BASE PLATE. 5. HORIZONTAL BRACING. 6. DIAGONAL BRACING. ; 7. BACK CONNECTOR. TRANSVERSE LONGITUDINAL I TOP VIEW TS I NDI A I MP • PROJECT DESC.; OR TS ZMI C 4 DES HAND. OR INC. FOR N/W SHEET NO. OF 14 MATERIAL HANDLING ENGINEERING CALCULATED BY GARY 11-08-199S TEL: (909)869-0989 • FAX: (909)869 -0981 DATE 161 ATLANTIC STREET • POMONA • CA 91768 CONFIGURATIONS TYPE 1 1,000 lb. 4 63" 67" 1,000Ib. 3 6 " 67 " 252" 1,000 Ib. ,�.. 2 63" 1,000 lb. 1 7:__ " _F 96" fi 44" -4 • 1 SEI ZMI C PROJECT DE ..N I MPORTS INDIA INC. FOR N/W HAND. WA SHEET NO. 5 OF 14 MATERIAL HANDLING ENGINEERING GARY 11-08-1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 CALCULATED BY DATE 161 ATLANTIC STREET • POMONA • CA 91768 . TYPE 1 SPECIFICATION 1,000 Ib. — 181 - 2 � 42 r # D, ie.-- 4 - MAIN STEEL 55000 PSI 6 " 67" - BASE PLATE STEEL 36000 PSI 1,000 Ib. 13�# if--- �# - ANCHOR — WEDGE TYPE 1/2 x 2-1/4 MIN. EM EDM 3 6 " - FLOOR SLAB 5.5" X 3000 PSI. REINFORCEI 23'2'► 1,000 lb. 9 # 121# - SOIL BEARING PRESSURE 1000 PSF 2 - SEISMIC ZONE 3. 6 " sfi - TYPE = SINGLE ROW UNITS. 1 1,000 Ib. •5# - 60# - BASE SHEAR FORMULA = ZIC(wLL+wDL) /Rw 6 5 fi---- 96" -4' I` 44"4 Iu= 96" SECTION AXIAL FORCE MOMENT BEAM MOMENT 1 2,200 lb. 7,452 i n.l b. 7,789 i n.I b. < stdconn. 2 1,650 lb. 6,126in.lb. 6 3 1 , 1 0 0 I b. 4, 764 i n.1 b. , 445 i n.l b. stdconn. 4 550 ib. 2,7221n.1 b. 4,743 in.Ib. stdconn. 2,361 i n.I b. < stdconn. i TYPE 1 DESIGN LOAD = 1000# BASE PLATE COLUMN BEAM V V 3X3X14GA(LU72) V 7.75 X 5 X .375 COLUMN STRESS =0.47 3- 5/16x2- 3/4x14GA/311 H Mbase = 5706 i n.I b. MAX LOAD /LEVEL = 3,075 I b. BEAM I S O.K. OVERTURNING BRACING . SLAB & SOI L ../ HORIZONTAL .4 DIAGONAL .4 V i ANCHOR STRESS =0.70 1 1/2X1 -1 /2X 14 GA 1 1/2X1 - 1/2 X 14 GA PUNCT. STRESS =0.36 # OF ANCHORS = 2 STRESS = 0.09 STRESS = 0.25 BENDING STRESS =0.29 s 'i) 1 1 1 SEI ZMI C PROJECT DES1-A IMPORTS I NDI A INC. FOR N/W HAND. WA SHEET NO. 6 OF 14 MATERIAL HANDLING ENGINEERING CALCULATED BY GARY 11-08-1995 TEL (909)869 -0989 • FAX: (909)869 -0981 DATE 161 ATLAN11C STREET • POMONA • CA 91768 LOADS & DI STRI BUTI ON TYPE 1 1 LIVE LOAD PER SHELF (BASED ON CUENT 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] /Rw SEISMIC ZONE = 3 / - 1,0001b. — 181 Z = 4 I =1 6 H C = 2.75 1,000 Ib. 136# Rw (LONGITUDINAL) = 8 I" Rw (TRANSVERSE) = 6 252' 1,000Ib. 9 wDL= 100Ib. s6 2 1,000 Ib. 45# 1 INTERCONNECTED UNITS. 7 „ LONGITUDI NAL DIRECTION VI ong = .3 * 1 * 2.75 * ( 4000 +400 ) / 8 k i = 96" - lu= 96" VI ong = 454 I b. Fi = V Whi /ZWh - - 242# TRANSVERSE DIRECTION 67" VI ong = .3 * 1 * 2.75 * ( 4000 + 400 ) / 6 — 8�# Vtrans = 605 lb. 6 „ Fi = V Whi /EWh 121# s" 60# 5 TOTAL FRAME LOAD = 4,400 lb. .f" . .._ •L 44" -4 • SEI ZMI C P ROJECT DES�I ,JN I MPORTS I NDI A INC. FOR N/W HAND. WA SHEET NO. 7 OF 14 MATERIAL HANDLING ENGINEERING GARY 11- 08 -1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 CALCULATED BY DATE 161 ATLANTIC STREET • POMONA • CA 91768 LONGITUDINAL ANALYSIS :TYPE 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). VI ong = 2 * Vcol = 454 I b. I VcoI = 227 I b. F 1 = 23 I b. 601 n. = Beam to C ol. Conn. F 2 = 45 I b. Fl '- -►'-• F 3 = 68 I b. 601 n. h= 58 in. I Col. to slab. F4= 91Ib. BASE PROVIDE PARTIAL FIXITY. SEE BASE PLATE SHT. Mbase = 5706 i n.I b. Hopper Mupper + Mlower = Mconn'R' + Mconn'L' M Mconn'R' = Mconn'L' Mconn * 2 = Mupper + MI ow er ( ) Mconn = [ Mupper + Mlower]/2 M lowu Meonn"IV ""..__---i' RESULTING FORCES ON COLUMN TI XI L L AD MOMENT Mconn SECTION A A 6 I n Mb•se 1 2200 7452 $ SLAB 7789 , , 2 1650 6125 6444 3 1100 4764 4743 4 550 2722 SEI ZMI C PROJECT DESK. J I MPORTS INDIA INC. FOR N/W HAND. WA SHEET NO. 8 OF 1 MATERIAL HANDLING ENGINEERING GARY 11-08-1995 TEL (909)869 -0989 • FAX: (909)869 -0981 CALCULATED BY DATE 161 ATLANTIC STREET • POMONA • CA 91768 COLUMN ANALYSIS TYPE 1 COLUMN IS ANALYZED PER AISI COLD- FORMED STEEL DESIGN MANUAL. Pmax = 2,200 lb. Mmax = 7,452 i n.I b. KxI x /rx = 1.2 * 59 / 1.235 = 57.3 <- GOVERNS A --el Kyly /ry = .8 * 52 / 1.087 = 38.3 - -� -' Cc = (2n'2E /Fy)i.5 = 102.0 B SINCE KI /r = Cc, Fa = .522Fy - [(kI /r *Fy)/1494]/2 = 24,256 psi. fa = Pmax /Area _ I I C = 3,338 psi. fb = Mmax /Sx SECTION PROPERTIES = 11,041 psi. A =3" B =3" fa /Fa =0.14 =.15 E =0 = " WD 2. fa /Fa +fb /Fb 1.33 t1 = . 075" o" Area = .65 • Fb = .6 *Fy = 33,000 psi. Ix = 1.012 "M ly= .78 "M Sx = .675 "A3 Sy = .498 "A3 fb /Fb = 0.33 rx = 1.235 "/2 ry = 1.087 "A2 COMBINED STRESS = 0.47 _ _ _ _ - 7r - 60" 52" 59„ 52" Front View Side View r • FrE tailim I ZMI C '1 PROJECT DESLJ IMPORTS INDIA INC. FOR N/W HAND. WA SHEET NO. 9 OF 14 MATERIAL HANDLING ENGINEERING CALCULATED En' DATE GARY 11- 08 -1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 BEAM ANALYSIS TYPE 1 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.lb. WHICH EVER IS SMALLER) WILL BE ADDED. V 1 I act = 96.0 i n. .75" 1 max = [1950 + 1200(M1 /M2)]b /Fy {— . 75 " - 4 , \ SI NCE M1 /M2 = 1.0 1 r" 1' I max = 3150* b /Fy = 158 i n. 1.625» SI NCE I max > 1 act Fb = .6OFy = 33,000 psi . I _ MAXI MUM STATIC LOAD PER LEVEL DEPENDS ON 3.312" �� 1 1) BENDI NG CAPACITY 1 t= .07471n. 1 M = Sx* Fb= wI/2/8 1 = 20757i n.l b. 1 CAPACITY = 2(8* M/1) = 30751b. Sx = 0.629 i n.A3 2) MAXI MUM ALLOWABLE DEFLECTION (L/180). lx= 1.132 i n.M4 0 = 5w I '4/384EI CAPACITY = 2[(384EI )/(5*180*I /2)] = 30921 b. MAXI MUM STATIC LOAD PER LEVEL I S 3,075 I b. ALLOWABLE AND ACTUAL BENDI NG MOMENT AT EACH LEVEL. M staff c = wI A2/8 = LI VE.LQ4D* L /(2* 8) M al I av(stati c) = Sx * Fb Mimpact= 1.125 *Mstatic Mal i ow( selsmic) = 1.33 * Sx * Fb Msei s rni c = Mconn (SEE LONG. ANALYSIS) LEVEL Mstati c Mi mpact Mai I ow Msei smi c Mal I ow RESULT 1.125 Mstatic (stati (sei smi c) 1 5999 6749 20756 7789 27675 GOOD 2 5999 6749 20756 6444 27675 GOOD 3 5999 6749 20756 4743 27675 GOOD 4 5999 6749 20756 2361 27675 GOOD • SEI ZMI C PROJECT DES I „,J I MPORTS INDIA INC. FOR N/W HAND. WA SHEET NO. 10 OF 14 MATERIAL HANDLING ENGINEERING CALCULATED 8Y GARY DATE 11-08-1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 BEAM TO COLUMN CONNECTION Mupper Mconn= ( Mlower + Mupper )/2 + Mend Mconn. Mconn. CAPACITY OF CONNECTOR 00 0 0. 11111 ) a) SHEAR CAPACITY OF 7/16" DIA. STUD Area = .4375 ^2n /4 = .150 " ^2 Fy = 50,000 psi Pmax = 3,000# \„/ Mlower b) BEARING ON COLUMN (PER UBC SEC. 27 -11 E3.3) REAM TO COLUMN Abrg. = t * D t = .0747 min. CONNECTION = .5 ' t Fu= 65,000 psi min. Pmax brg. = Area * Fbearing — '' k = .5t'2.22'Fu P1 W. 1 = 5,389# > 3,000# C c) MOMENT CAPACITY OF BRACKET 4 „ S bracket = .110 " ^3 P2 1/2" Mcap = S * Fbending C Fir = .110' .66' Fy C = Mcap /.75 = 1.11 P1 1/2" P1 = 1.20 Mcap ,- 1 5/8" - = .0872 Fy = 4,360# > 3,000# C =P1 +P2 SINCE PLUG GOVERNS P1= 3,000# = P 11 P1 /4.5)P1 3 "/ 1 "eff. Mconn. cap. = P1 ' 4.5 + P2 ' .5 = 4.555 ' 3,000# *1.33 t= 7 ga. AMIN r/2 = 18,220 "# Sbracket = .110 " ^3 • A, L IE Sr" 1 ■14 +■ . .... / SE PROJECT DES ...A 1 MP ORTS 1 NDI A . i FOR N/W HAND. WA SHEET NO. 11 OF 14 MATERIAL HANDLING ENGINEERING CALCULATED BY GARY 11-08-1995 TEL (909)869 -0989 • FAX: (909)869 -0981 DATE 161 ATLANTIC STREET • POMONA • CA 91768 TRANSVERSE ANALYSIS :BRACING :TYPE 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 rr WILL GOVERN. 4 DIAGONAL BRACING : COMPRESSION MEMBER L di ag. = [(L- 6)'2+(D- 2* Bcol )/2]'.5 = 59.6 DI= 59.6" i Vdi ag = Vtrans * Ldi ag. / D 4 =820# L =52" kl /rmi n = [ 1 * 59.6 1/ .488 R = 122.2 1 Fa = [12rr'2E)/[23(kI /r)'2] IMIUMMIMMEW . = 9989 psi . fa /Fa =Vdi ag /(Area* Fa) D. 44" 1 = 0.25 i DI AGCNAL AND HCRI ZCNTAL BRACI NG '1 1 *---VV— H , r , - I Area= .325 "A2 r mi n= .488 " H t =.0747" W. 1.5 I H= 1.25 1 • SEI ZMI C P ROJECT DESL _,� IMPORTS INDIA INC. FOR N/W HAND. WA SHEET NO. 1 2 OF 14 MATERIAL HANDLING ENGINEERING CALCULATED BY GARY DATE 11-08-1995 TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 OVERTURNING :TYPE 1 ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 27.1109(c) OF THE 1991 U.B.C. STANDARD 27 -11. FULLY LOADED TOTAL SHEAR = 605 I b. Mot = Vtrans * ht * 1.15 242# = 605 * 180 * 1.15 = 125235 i n.I b. 6 " Mst = l(Wp +.85wDL) * d/2 = ( 4000 +.85 * 400) * 44/2 = 95480 i n.I b. 121# Pupl i ft = 1(Mot - Mst) /d 5 " = 676 lb. <- CRITICAL 60# IQP_SHELF LOADED SHEAR = 151 I b. Mot = Vtop * h * 1.15 * 44'4 = 151 * 240 * 1.15 = 41745 in.1 b. Mst = (Wp +w DL) * d/2 _ ( 1000 +.85 * 400) * 44/2 = 29480 i n.I b. Pupl i ft = 1(Mot - Mst) /d = 278 1 b. USE 2 ea. 1/2 x 2-1/4 MIN. EMBEDMENT MI N. EMBED. ANCHOR. CAPACITY OF 1/2 x 2-1/4 MIN. EMBEDMENT = 550 I b. PULLOUT & 1810 I b. SHEAR COMBINED STRESS1 = 676 / 1100 + 302 / 3620 = 0.70 COMBINED STRESS2 = 278 / 1100 + 75 / 3620 = 0.27 SEI ZMI C PROJECT DESLJ IMPORTS INDIA INC. FOR N/W HAND. WA SHEET NO. 13 OF 14 MATERIAL HANDLING ENGINEERING CALCULATED BY GARY DATE 11-08-1995 TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 BASE PLATE :TYPE 1 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. Pcol = 2200 I b. B = 7.75 i n. D = 5 i n. t = .375 i n. Mb = 5706 i n.I b. b =3 in. b1 = 2.375 in. P/A = Pcol /(D* B) = 56.77 psi. Pcol MIS = Mb/((D*B/2)/6) =1 14.0 i i . ak may ps - fb2 = 2b /B *fb = 69.87 psi. fb1 = fb -fb2 =44.13 psi. /- b1- b -- b1 Mbase = wb12/2 = b12/2[ fa + fb1 + .67fb2] f B Mbase = 416.0 i n.I b. Sbase = 1 *t/2/6 = 0.0234 i n. /3 fa Fbase = .75Fy * 1.33 =36000 psi. 2 fb /Fb = Mbase/(Sbase*Fbase) = .49 11) , % , fb tb1 ANCHOR TENSION EMo =0 T *d2= [Mbase- Pcol *b /2] � Pcai T = Mbase /d2 - Pcol * b /2d2 T= 5491b. T Mbase M d it Mbs d2 �� se d1 • • , • DES(. IMPORTS INDIA SEI ZMI C / PROJECT_, _ N/W HAND WA ` / L / = 855 i n.i2 L = sgrt(Asoi I) = 29.2 in. B = sgrt(w *d) + t = 11.7 i n. b = (L- B)/2 = 8.8 i n. BASE PLATE Mconc = w b/2/2 = (1.33* fsoi l * b /2)/(144* 2) = 355.2in.lb. w =7.75 in. d =5 in. Sconc = 1 *t/2/6 = 5.04 i n.'3 Fconc = 50 *sgrt(f'c) = 246.48 psi. CONCRETE fb /Fb = Mconc/(Sconc*Fconc) = 0.29 t = 5.5 i n. f'c =3000 psi. SOI L fs= 1000psf. • 'iW114A,. t, 1. to ., ,� � r City of Tukwila John W. Rants, Mayor SW of i=i. , {��., Fire Department Thomas P. Keefe, Fire Chief .1 11 1 *••, .•••, Jl /908 11/28/95 - Fire Department Review Control # B95 -0394 (512) E4 Re: Design Imports India - 6750 S. 180th St. Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) A 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 1203) 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 1013.1) The color and design of lettering, arrows and other symbols on exit signs shall be in high contrast with their background. Words on the sign shall be block letters 6 inches in height with a stroke of not less than 3/4 inch. (UBC 1013.2) Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. MOW Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 o _ (F • City of Tukwila John Mayor ohn W. Rants, Ma ‘31‘ E � // . } rAT J 0 � ti• , �;��,; f =; Fire Department Thomas P. Keefe, Fire Chief • r '•, ' 1908 Page number 2 (UFC 1204.1) 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. (vac 1012.1, 1012.2) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1003.5) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 1012.2) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) 3. Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 1109.2) Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) To use any building or portion thereof exceeding 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 8101) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 57544139 >t J ;�w"v � . iv �. ( _�; fi r- ' City of Tukwila lC� John W Rants, Mayor � • ti ; i v. , - Fire Departme Thomas P. Keefe, Fire Chief i Page number 3 i 1 In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue i space between loads or at rack uprights shall be i maintained. (NFPA 231C 4 -3.1) i High -piled combustible storage is combustible 1 materials in closely packed piles more than 12 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 article 2, sec. 209 -H) Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 231C) 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) 4. 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. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone. (206) 575.4404 • Fax (206) 5754439 k p _ r 2 % City of Tukwila John W. Rants, Mayor 4 ; %k., tip p . ,, ��� r = Fire Department Thomas P. Keefe, Fire Chief ftif 1908 • Page number 4 1. Y Yours truly, d' e= w .fLAA/L,, , / / The Tukwil ire evention Bureau cc: File dm Headquarters Station: '444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (2O6) 5754439 S i \ . 1 PLEASE DETACH AND SIGN CERTIFICATE BEFORE PLACING IN BILLFOLD • 1 - jiEG1ST.ERED AS. PROVIDED BY AW. _ - -: ,v.';. ' t ` ` ` '`- i a� 1 , �. •-!f - 4 ' j 'L.: . . h `i . ; i%. t : � ". . ' : . ' : ^ r l "'f. .... 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I ' =I�m 44 %98 44X98 �. 44%96 44X98 ��� o u i o Y X N --9' -0 9' -0 I -10' -3 10' -3 ^10' -2 "- - 9 „ - ^9 9' -0°- e g <> g m * 'D a x u a 1O w m m 7 'O `D a gl y • X a X p X yX y a4 %X y X X µ X y X X pX y X i 4 4 4 4 4 4 4 4 ♦ < < < 4 — ___. i -. — a _ — .. -. _— - — N p - e b X TI I< X b X 'i * y N y E y X 1 E EC y �C N V 4 4 Y V 4 4 4 4 4 4 4 4 4 Obi N II — i � � � � m � 1 Y V Y < a 4 '4 A N q N O� A a I z x x x z x `I 4 x x F. — — — — —1— 1 1 — SEPARATE PERMIT `° m e REQUIRED FOP: 4 . At <> :4 5; I e oI m 1 e w riln — 1 ❑ MEC ;; :alC, —t— - m r ❑ PLUMB : :NG E x x x x x >< x x z is if x x x 4 4 4 4 4 4 4 3 4 4 1 g 4 4 4 4 g ❑ GAS PIPING e a — I m m — — C I L OF TUKWILA : I a m : I , 4 4 4 4 BUILDING DIVISION . * 2,, , e,, ____ _ 1 i n g __. i 1 m �I m - m F e W 1 e e e e m — 1 q ff — FILE COPY e m m e 1 e m x m < i x i 4 4 5 S 4 4 4 4 S S 1GVals pProv r ck arP are — I understand that the Plan C x a m — —. —. — w — w x a _ ® subjecttoerror �nd0m ; un of any J — -4 F a1 — — _ _ 1 < 4 _ fill — ans does no au h " eipt of eo d. 01 v' adopted code K nowledg ” 0 4 3 a i i $ tractor's copy — m gI — — — a 1— ®— 1 BY < - -_ - 4 S g g < 4 4 4 4 4 4 4 4 /l -" . * Date - ON : a a 5 C ,_ e ® p ® a : a i - —� $ Permit No. g d .i. - v 4 1 1 _ 1 ���L�` 1§§3 © I PLAN VIEW 1 /16 " =1 °v I � 0- O` �G� CITY RECEIVED A NOV 171995 O - - - - - _,„- _ - - \\ PERMIT CENTER REV. DESCRIPTION DATE INT. P 8 I H ALL RIGHTS RESERVED. THESE DRAWINGS MO N � A UlS ry a , ♦ AND SPREINT AND IDEAS, DESIGNS, SHALL AND ARRANGE- //t� �1 MENTS REPRESPRESENTEE D THEREBY ARE AND SHALLL REMMAIN IN THE -i iv �/ ) p PROPERTY OF NWHS. NO PART THEREOF SHALL BE RE- ® a � ��� V PRODUCED, COPIED, ADAPTED, DISCLOSED OR DISTRIBUTED OR - — - - , ilj TI TLE I7F7�i'l� . a OUT THE CONS NT OFH NWHSE USED WITH / fi -1� DES G\ IVPORTS 1 \9IA -I SCALE )9 DATE SHEET NO, 44' 44' B 1 /1 1 11 /16 /9 5 I SIDE VIEW FRONT VIEW DRAWN BY CHECKED BY DRAWING NO. 1 SELECTIVE PALLET RACK O L NNW TAG ELEVATIONS 1 /8"=1' APPROVED BY: DATE APPROVED D3 --, -- i ;,- - 0 ( 1 -;%; ® \'I /�\ 1/8" • 1 1/4" TYP' 014 , I O � �� i / 7/16"0 STUD \ TYPE'A' BEAM WELD \ \ / \ � ‘ 0 NOTE: ALL WELD =1/8" THK. p 0 TYP . kil 1 pi 1 . -- 1 0 0 : - 3" APPROX. 1 1 T P. 0 PIO ,, 3" APPROX. 7 � CONNECTOR II 00 r - TYPICAL BRACING TO COLUMN CONNECTION 6` BEAM GENERAL CONFIGURATION V -B TYPICAL BEAM TO COLUMN CONNECTION 1 96" r f 44 /M 1. STORAGE RACK DESIG PER SECTION 27 - OF THE 1891 UBC STD. 60" 67 " 2. STORAGE CAPACITY: 1,000# PER LEVEL } 1 3. POST LOAD SIGNS AT CONSPICUOUS LOCATIONS DEPICTING THE DESIGN CAPACITY OF THE RACK USING A PERMANENT PLAQUE NOT LESS THAN 50 SQUARE INCHES 80" 4. L. A. CITY FABRICATOR LICENSE #777 67" 5. ASTM A570 FOR SHAPE Fy = 55,000 PSI GRADE 66 252" 6. ALL BOLTS A307 (UNLESS NOTED) ` 7. AR HLI /MK O OR POVEAL ICBO #4627, NCHO L. T A. K R. R B #24946 LT II 8. CONCRETE S 6. THICK x 3000 PSI A PR D EQU 60" 52" 9. SOIL BEARING PRESSURE 1000 PSF i 60" 52" 1M 5 MD .5:4 4. Front View Side View 8„ ®IN s TYPICAL STORAGE RACK ELEVATIONS k 2 -1/4" x aF �� ) 0 ,. I MIN. EMBDMNT I Q ��v 1/8" 123/4" TYP. - e IA Fe 199 liiimmo \ 112" `''' RECEI (2) REQ'D PER BASE PLATE �� oN ,S�p N CITY VED OF TUKWILA r -- -s O 1 1/2" 01, �N NOV 1 7 1995 ,J � 1 0 9/16" D PER 3" 7 1 0 - 5" COLUMN MIT CENTER L . I _ J .. 14 GA 21/2 3O1 /2 "OANCHOR / ri, 1► EI MATERI ALHANDLWG so, - - 1, BASE PLAT 2 4 1 1!2" ✓ INC. NC. 161 ATLANTIC STREET 3" TYP. ' 14 GA WRAP CONCRETE EST. 1985 POMONA, California 91768 Tel. (909) 869 -0989 • Fax (909) 869 -0981 CORNER • i ^ n - e - o , v 1!4 "MIN E DRAWN BY MBED. I d 1j i CA LI SCALE CONTRACTORS FORNIA NONE GARY 4 ` 7 i� LICENSE DATE APPROVED BY EXPIRES 4 -12 -96 v 4 ///� 1Y i //IEFE fa I N0.665374 11/08/95 SAL E. FATEEN SOIL 11�n1 L0 DESCRIPTION STORAGE RACK DETAILS (INTERLAKE TYPE) 2 BASE PLATE (3/8" THK.) — ADDRESS DESIGN IMPORTS INDIA DRAWING NUMBER 1� COLUMN ` 3 i ANCHOR ICBO #4627 ` 4 ' HORIZONTAL & DIAGONAL BRACING 6750 S. 180TH ST., TUKWILA, WA 95 -925A