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HomeMy WebLinkAboutPermit B95-0290 - PETSMART - STORAGE RACKS City of Tukwila (.. , {.,..,f (206) 431 -3670 Community Development I Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B95• -0290 Status: ISSUED Type: B -RACKS Issued: 01/24/1996 Category: Expires: 07/22/1996 Address: 17585 SOUTHCENTER PY Suite: Location: Parcel #: 262304 -9067 Zoning: Contractor License No.: WGCLAC *370NQ TENANT PETSMART 17585 SOUTHCENTER PY, TUKWILA, WA 98188 OWNER SHIDLER /WEST FINANCE Phone: 206 624 -1444 800 5 AV STE 3500, SEATTLE, WA 98104 CONTRACTOR W G CLARK CONSTRUCTION Phone: (206) 624• -5244 408 AURORA AV N, SEATTLE...WA.98109 CONTACT HOWARD TURNER F ,, Phone: 206 365 -7431 18420 24TH PLACE: N E. , SEATTLE, WA 98155 ************* rk** * * * * * * ***** * * * ** ** * * ** !t * *k ** * ** * c* * * * * * * * * * * * * * * ** * * *'k ** Permit Description: INSTALL RACK STORAGE ABOVE 8' Rack Storage Dimensi`ons Linear;,,Feet, x Height \ Totals X/,':/ ;. ,647' 12.0' ` " 7,764 t .0 .0 F , , ,., '' ♦ 0 4.. ‘ 7 t , . Y r s : t ,' • r, ■ f 4 x ; C' ' 7, 764 UBC Eds1 t,i on 1,994 ' • � ; i ' , ', t ' ` ,f" f , ' t , � Va l uath on (7,000.06 , Total" Permit Fee: 2 10 34 A. t k t ; . ' , i *** * * * *k. * **** * * * * * * * * * ** **k * *. Ali 4***** k*** k * *•k * * *k * * * ** * *4 *`k *'k * * * ** 4 alit _ ___ _ , , ,,. aq.-41.p ; , Permit Center Authorized Signature Date ;;-', t I hereby certify that I have read and examined this permit and';know the ;: Y 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:.,th`is; permit ' does not pre " to give authority to violate or cancel the ''provisions of any other state or local laws "regulating constructio or the performance of ;wor.,k;' ";`,I am authorized "to sign for and obtain thi• buildin it, i: .; , E Signature: � `�_�I _ , Date 1 LZ � Co T J.' Print Name :__ �1 P��ZiZ'' . . 'Title: pQLsoil 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. ak 0 ''' CITY OF TUKWI = 4 A, .. . � .�,, ��' o . Department of Community Development — Permit Center • 2 ' 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 • 7 is. ' •• (206) 431 -3670 Building Permit Application Tracking PLAN CHECK PROJECT NAME NUMBER V -g_. t -k- SITE ADDRESS SUITE NO. Bc15-oac1t 1 15%5 aro- knuerrr- ----' INSTRUCTIONS TO STAFF F • 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 riot applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DATE DEPARTMENT DATE IN •. .PROVE a REQUIREMENTS / COMMENTS »BUILDING - �_ 1_ q l i1�0 •NSULTANT: Date Sent - Date Approved - initial review RO ED V FIRE /7/cs._ FIRE PROTECTION: • Sprinklers • Detectors Ir. N/A 9 la is- FIRE DEPT. LETTER DATED: q/7/9 f INSPECTOR: S / O PLANNING ZONING: BAR/LAND USE CONDITIONS? ( )Yes No REFERENCE FILE NOS.: INIT: MINIMUM SETBACKS: N- S- E- W- OPUBLIC UTILITY PERMITS REQUIRED? Yes No PUBLIC WORKS LETTER DATED: WORKS INIT: • O OTHER INIT: OBUILDING - 11TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): final review MIMI L OYes 0 N (C(GLL4 CN`BUILDING !'0 S 'G OFFICIAL (Sc). INIT: REVIEW COMPLETED AMOUNT CONTACTED OWING: � (l ,- a DATE NOTIFIED BY: Q'�� (init.) ,.......a_f3 2nd NOTIFICATION BY: (init.) dl 1 3RD NOTIFICATION BY: ael. Q5 (init.) 01 (08/93 BUILDING PERMIT A P P LICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION AMOUNT RCpT_# '` DATE >> (206) 431 -3670 BUILDING PERMIT:FEE PLAN CHECK PLAN :CHECK NUMBER CIS �. BUILDING SURCHARGE ' tx GjO APPLICATION ; M'UST BE OTHER, ;.: s,s FIL ED CUT C MPLE .. • TOTAL> -. ln. y SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ lt jn-SC657 ' � Q f 2LS 9 , 7,a)3 PROJECT NAME/TENANT ASSESSOR ACCOUNT # 4x_ 4- r A L C - c6q- ?�-Or` u-4 , gip go (01 TYPE OF U New Building U Addition U Tenant Improvement (commercial) U Demolition (building) WORK: co Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: VA - 6 / 4- ‘3T Q tftl.6 6 BUILDING USE (office, warehouse, etc.) f OCIU -1 P t, t L • NATURE OF BUSINESS: -( L (0 ? WILL THERE BE A CHANGE IN USE? ):' No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 04, Tenant Space: gyp Area of Construction: top, LL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? [ WJ No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: 0 Sprinklers 0 Automatic Fire Alarm System PROPERTY OWNER t3/ 'J JiJ9 u-C . PHONE "Ar �g ��btz, — ADDRESS N5C) 6 Solt 3.100 SEerTite IWt ZIP ct CONTRACTOR 6 cQuiji PHONE ADDRESS 40 OJP P ZIP Ore tt7 WA. ST. CONTRACTOR'S LICENSE # (, C. LAC * 3 EXP. DATE co 11 9 ARCHITECT '1 j''cS(-70C, PHONE .2 0/0 '' '14'3 ADDRESS 10)42 e) z4 -11� ZIP C a,icc, HEREBY ;; CERTIFY :THAT I::: HAVE. READ 'AND :EXAMINED :THIS AN D KNOW THE :SAME T0; BE TRUE AND CORRECT ; AND' AM''AUTHORIZEDTO :APPLY FOR .TH ^ BUILDING OWNER SIGNATURE ' ( DATE i 5 O t (t AUTHORIZED PRINT NAME . - rTIA2 PHONE -- t AGENT ADDRESS 6420 .Z40-14 QL CITY/ZIP Ci t 55 CONTACT PERSON k W,P Z-1JPiit-)6 _. PHONE 3 cos -141 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES C .a 3 1, - a c9 1W22103 r '••jZi'H.. 4`': {, 'tJf - i /•:J:: :4Ifj7,�14ie; `de:'1 .r "a a to i ; �.;�' .r, ,.. J .r�.y , .� ; . , r 0 GENERA 128.25 TOTAL 128.25 h ** * ** * *•k4A ** * * * * * *k *k#'k* *i ********** * *A *A*+4k * *d *4 *A **• * **••A * ** * ** n CHECK 1aE3.25 CITY OF TUKWILA. WA `*�' ~ Q' TRANSMIT CHANGE 0.00 1 A * * ,t'. * * *:4 *h•k k* +t ** * A'4 ,• *A* *:Jr * * * **k * * /44,96 * 1�3 1939A000 16:20 TRANSMIT • Number: 96003520 Amount: 129.25 01/241 G 16:05 .- Pavmer t Method: CHECK Notation: HOWARD TURNER In •i t: SL[3 Permit Na: 895••02.90 Type: EI -RACKS RA13 STORAGE PERMIT Parcel No: 262304-9067 Site Address: 31585 w4OU4'HCENTER PV Total Fees: 210.34 This Payment 129.25 Total ALL Pints: 210.34 Balance: .00 ' A * **•***tii* *. *A * *ti\* *k * * * * * * *s *** * * **k * * * * *•it *' A ** *A * **** * *A * *.A *** Account Code Description Amount 000/022.100 BUILDING -• NONRES 124.75 000/386.904 STAN' BUILDING SURCHARGE 4.50 • • " . 4 V t4 ' 4... ! 00 .4- ; :,v .4. :' VA 4. .. i,,, , r qv' it ,*' 1 0 4 , *,4a , - Ai . 4k1r , s, ;' ' >P,/,,t'l Atoi-f,,e ..., JrigVa Aii*: 40.5.t `! 0i '-'vr, :0104#41 ; " 04 V ti Y . - . t• • 0 C). . . . . . . . 40. w e .. .,. • . z i t. • . . 81. 0 9 * A i• * A, Y. * A .4. A * 4 vt, A * ,‘ 1% . ±v * sk i • 1,04 ,k-ir 'A * 4 i,- 4', • i.. * .A. * k it * .A. o, +,..., ki,, *A * iv A A• or ,s, ...1, itici• ,k it * GE NERA CITY OF TUKWILNA ' 5 - Q2. p . eti. . 11 , 41 , 11 . r TOTAL 81.09 .i CHECK . 81'09 ... *kk** *irtk* *****A************A**40eAt** ' ! i 0 3 0 )A.,/ 4k, 4 3 " CHANGE •,0.00 TRANSMIT Number: •94Qp2065. Am n out: 4 .'- 4 ial 8 - ^ - ' - • c ir7/; 9a- - 4 - ', : sr2Aono . lt: 28 Payment Method: CHECK. NotattOn: TURNER li ASSOC.' ;Init.,: SLR. .'. -. -.' lik, • Permtt Na: U95 -0290: Type: - fl-(K S RACK STORAGE PLRMIT Parcel .Na: 262304-9067 .. . . Site Addre$s: 1t85'SOUTHCNTER PY • • - . . . . Total Feee: - 21034, _ . •:. thiS Payment N. .:09 Total ALL Nolte: . 81 ..' 09 , , . :- . ' : , . • BO an6e: „, 129*.25 • : ***.*A : ' — : '' Account Code Description Amotint, •.• , -' --:,' 000/345..830 PLAN CHECK - NONRES 8.1'..09 •,, H , •..: '.. ., . . . , . • . . . . . . • . . . • . . . . _ , _ . . . . . . .,. . • , . • .. . . , • ,„ • . . „ . „ . • , . . • : • . . , . . .. „. . • . , . „ • . . . . . -.. , - . . . , . . • . . . . , . • . . . . . . . . _ . . . . . . . . , . . .. , , . : • . • .. • . , . . . . . . „ . . . - . . , . , , :-. . . • - •'.-•-:y : . . • • . . , , • , . ..„ , , .•• , ,. , . • • . • " .• . • : . . ,., . , • , . • .. ., . , . „ . . .. . . : . . • . „ . , , , , . . . , „ „ , , . , , , ,. .. ' • • " " ' • ;, -,::,..•.,........ , :, .•.,,•',,,:::;,,:.; :'i'.•:.,:: : =.•'',:•,..,-:•••',i. :.:';,.;.-;',','„ ;.;,.!;:::.,, . ..,•;ii,,;;:: : . : ':';;, ,,I.',:;;"..,' i.•,:i;,,-.i.,:,',,i,,,,--,.r;:'.;•.';,,,,,14.-'P.,i',:ii;:61.fiiii`,4i.i',U';i1:4•iicAit:,t).,.4111.AQ...,'• 1 . ( INSPECTION RECORD e92 7e Retain a copy with permit ,, .- 1 , I Ir.. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I , (206) 431-3670 .r. 3 t■ . ,Ofr . ypeo / ns• 6 . : / , AA /,-,4.4-, ..4 Address: - Date Called: ,... Special Instructions: Date Wanted: v r..7 Requester. 6 amr" PhoneNo.: K Approved per applicable codes. &Corrections required prior to approval. COMMENTS: . 1 0 pi tArr" .S� t( v 7...AC.IC..4 (L.Zil").v,% il 41 11 . ...) F-h & S ii Ili< z. 151A . A 0 r 1 (t-- 4.c.t....T3 . 11)4E 1/4.714 G, i tsAil,... tAtrA 14-(.:V.ACAA LA7V12. lik6Z , A Ociiv)rt.2■,(1, < lic vi - 041"Z To Z f A4 ye% i ri . ' ii:71f A.Vrri OJT; A $ ‘7111/444GD. - , . -, • 1 . . 4 ' . ..... ..■ , • • Inspecia: I .._ 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectIon. : I ReceOt No.: Dale: 6 02 -20 -1996 02 :10PM FROM SEIZMIC TO 12065756463 P.01 SEIZMIC INC. MATERIAL HANDLING ENGINEERING EST. 1985 TEL: (909) 869 089 FAX: (909) 869 - 0981 BUILDING INSPECTOR FEBRUARY 20, 1996 DEFT. OF BLDG. & SAFETY CITY OF TWW LA TUKWILA, WA (5 SUBJECT: RACK ANCHORING REVISION FOR PETSMART (BLDG. PERMI # B95-0290) TIIS LETTER IS TO NOTIFY ANY CONCERNED PARTIES THAT 1/2 "D X 2 -1/4" MIN. EMBED N T ANCHORS ARE AN ACCEPTABLE ALTERNATIVE TO THE 1/2 "D X 4-1/8" MIN. EIVIBEDMENT ANCHORS. THE COMPARISON IS SHOWN BELOW, PER THE ORIGINS CALCULATIONS THERE IS NO UPLIFT ON THE ANCHORS, ONLY BASE SHEABAR.; THE SHEAR CAPACITY FOR EITHER EMBEDMENTS IS THE SAME. TIE II s!': •.�,i: ! (2 - ir SAL E. FATEEN, P.E. i • E*P R S (•2 C((p 161 Atlantic Street Pomona • California 91768 • TOTAL P.01 ' -7-.7 ,il.e .. ~. 7,7fa7. i77a' Hi� niy4 wrr.;7; 7:'" �. v' i. �.' 4• wl"JR„;...'4'tt , G:.� }il..,7,, >9r.. .. i'i + ,. : O ff' '... , t .., '.1w t ►; G� % City of Tukwila John W Rants, Mayor '',, `�. , i;�.,r = - Fire Department Thomas P. Keefe, Fire Chief 1908 TUKWILA'FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. L39-) — Oc 915 Project Name pi 'f 5 An G r-' Address / ? S X.) - h ( e n`+ - P.,/ Suite # Retain current inspection schedule Fj 4r Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: //// Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: , (4.4 A ...,,rips. 0 # 5/ ab 6/ 9,4, Authorized Sig'ature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 i K.., . . • CITY OF TUKWILA ; Address: 175135 SOUTHCENTER PY Permit No: B95-0290 Suite: • Tenant : PETSMART . . Status: ISSUED ' • • Type: 6-RACKS : . Applied: '09/01/1995 Parcel #: 262304-9067 . Issued: 01/24/1996 **** Permit Conditions: : -- . ...„..,„...,.....,,,..„. . . 1. No changes. will be made,totb by the Architect • or Engineer' ' a• 2. All permits, in5.19.6.:0,06,1 rec.orgis, , and i approved%14ns shall be a v a i l a b l e at t.,11&".166 s tte4*fb4 to 'the start of ,r,,, s t r u a t i on . 1":.h,Se 49 pUmeht S.,, a r tie.,,to:/ b e,,, rna i ha't:nad 6 ri'llC.av a i 1 - . able un t i 1 /f.Ail'a 1 1 n S tie c t fon a op roval i'S griihtfr'd 3. All . cons ty..al on t� be done in" e on fo'rina nce WI th ■:'Al p r ' 1A . plans and: qui r , amaytts of Ai. the 4th 'I form Bu i rdAng (6 d eCl 994 ' Editioni aiiiend ,.• ,, A , '•,:i , ,, 0-,,,. 4. Val idi ,yof Pernilt.„ The ,issuance of' a pet m i t or , apv.*A7va 1 ‘of:,., p 1 an si;th:p e,6` if i ca t J , an(1 t a t i i i i i s s h a l l no t.,, be dOxf strue' - a per.mi t 'f:ti:r, or' aPprova I of any vio'.'fa,t,Von \S,4''\ of afiLV/Of,, prbv Is i onS of thie- bu-1.1.4thy code or of'. at0,,:,,,pg: \WA o t I) e'lrifo rd i 11 a'h ce.: of t he''':jurtsiifct i on:.';:/ No permit p re S'umiiig' to V1; ' ' " , ' cancel , • ."' . ,.. g i ve...fauthomity,';'to violate ., „, or , ,.th`e•jpr . ov 1 s ions of this .1 ,1,,,,, co dp hall b e ,v a 1 id, ...,. ' -... i .-!„. 11 \ ,,, ,.,, ,,I ,i . I. ' ifiii!. - ,', ‘ . •,.. , ). )1 Li ,1 -•:;.,(1 ., f -s-' , i ., • Is ,...,, i . • .--, , •••••••-,. .:•., ,., : .1 '( '',' i ,f / . ,,,,i 'i , :;,,, i , 1 1 14A t• . 4 - ' .,.:: W,,.. 4 ,.,, ,. „,.'- ,.- 1 ... , 1 , ... 1 1 ..„., s ,i. c..„.... / e:.,.., !., ',, v.. c. ,.,... , ,z.„..,,,,,,i, / 1 ' .1 1 1 ' t ''''' . . ,/ / ., ,,,,:.;;Illti.,,,, 4. /i y. k • , i '?: '''. i' . 1, , .i. i.k.:/ yit , _f ' / „.,,: f ....„, . .,„:: o '6 ,$1 Ag 0 , .,-,n , ,f V-:,":1-toe- 'I - 1 0 kl,Avar. ;,;,,, I' ‚I .t.A . ..T..,,- . . q" I -* lir 0 - , , 4 f/' '‘.;{ ‘ I rli) „,,, \ 1 -, ' ' it ,4 c4 , t roiitv 0 ,1 \ ( 1,. t i k K '''• \It 'C '4 \ '4' • 1 \ , ,,,,,, v 4 ,.' ‘ ' 41. . \l' ie glis o '46 *6, o o . ''''', kk% 'N.Vf4 '» a . v; . A,.. '' , 4 (i ,, ,,, 4 . , , ,,, * ift ') r ' O t .fiz7 • A ''' '' ' ,.:!•:07 ' '', ...!,: : s , ''''';'' t''' 'P f; '2 '-'. ' :'} . . P , '•: ,' , , ',. , t P i '4. 4 ‘,., '.;.,... „k., .,.,...;,-- ,, , , ,t , -,'.,,- - . ... . ',/ 'i',,,,,,i: ".,.,,d' "s:f. : ' „,„, -' • ,„ - , •..„, . . . . . . . . ' • . . . . . , . . . , , . . . , . . , . , . . . . . . . . . , , . • . . , . . . . . , • . . . . . • .. . . , . . . • . . . , . . ' . , , • ' ' ' . . • . . . . . . • . . . . . . . • • . . , . . . . . . • , . . . , . . . . , . , , • . . . . . . • . . . . . . • • au.,.Ua . rn::..:. nr...,..,..,.«..._............+,.,}......,....., ........ .....r..,.,.,...- .... .._ ..�,.,. ,.,........._....,._. .... ... ..... ......_.........._ .._,...... C (::,2 CITY OF TUKWILA • . • RACK STORAGE DIMENSIONS . • LINEAR FEET X HEIGHT = . TOTAL .. j x I 2 ' = 7.751 x x x = x . x =. • • GRAND TOTAL. • 7, .75S . RECEIVED ' CITY .OF 'T tcygi.. . :IS' ER`'0.1'1 ' PERMIT CENTER , • :. . ,.: .. ".. ... : • • . J: . a - .r .. . .+ ... .... ....... .. ... ... .. ...e. � ...e ...ti i . v.r.. x r . ,�,. s rK. ft'.T ". .i1 .. ... .... • SEIZMIC MATERIAL HANDLING ENGINEERING MAY :C 7 1995 EST. 1985 STORAGE ROCKS STEEL SHELVNG CITY APPROVALS ! I " - • • KA !NEVADA DRIVEN RACKS MOVABLE SHELVNG STATE APPRWALS ARIZONA NEW MEXICO CANTLEVER RACKS STORAGE TANKS PERMITTNG SERVICES CALIFORNIA OREGON MEZZANNES MODULAR OFFICES PRODUCT TESTNG COLORADO PENNSYLVANIA CONVEYORS GONDOLAS FELD NSPECTION IDAHO UTAH CAROUSELS BDOKSTACKS SPEC AL FABRCATION MSSOURI WASHNGTON SEISMIC ANALYSTS OF STORAGE RACKS FOR t< :: P ET S MA RT' 17501 S. CENTER PKWY. t " TUKWI LA, WA '` #95-345 .. w. r.r. . tz ,A. • s4 . iO oio f oe o: A dlik ,.. ,•.<,:;,,e: 'il I • , 1 Cxp1 . ` . �' � l y y .---- --- D .....---\ ?f/..2 p\\i15 \C\ CV "'--) roi.... ..."'"'".t.. � a? �"" RECEIVED '" ` �� CITY OF TUKWILA � �,,,. , ^" °.« - SEP 0. 19;15 Vc . •' • ., PERMIT CENTER 161 ATLANTIC STREET • POMONA • CA 91768 • TEL: (909)869 -0989 • FAX: (909)869 -0981 SEI ZMI C PROJECT PE( .,,MART INC, FOR SPACE RAK /EUGENE WELDING SHEET NO. 2 OF 15 MATERIAL HANDLING ENGINEERING CALCULATED BY W.K.S. DATE 5-9-1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 TABLE OF CONTENTS DESCRIPTION PAGE # COVER SHEET 1 TABLE OF CONTENTS 2 SCOPE 2 PARAMETERS 3 CONFIGURATIONS 4 COMPONENTS & SPECS. 5 - 6 LOADS AND DISTRIBUTION 7 LONGITUDI NAL ANALYSIS 8 COLUMN 9 BEAM 10 BEAM TO COLUMN 11 BRACING 12 OVERTURNING 13 BASE PLATE 14 SLAB &SOIL 15 SCOPE: THIS ANALYSIS OF THE STORAGE SYSTEM I S TO DETERMINE ITS COMPLIANCE WITH THE APPROPRIATE BUI LDI NG 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. , SEI ZMI C 41 PROJECT PEA, oMART IN C. FOR SPACE RAK /EUGENE WELDING SHEET NO. 3 OF 15 MATERIAL HANDLING ENGINEERING CALCULATED BY W.K.S DATE 5-9-1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 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. 4 1I � / 1 or 4 Q � � 41.4„,,,, ii IL P � l 6 e 4 / P Is'..:, j IV © t . 4 L00 1. COLUMN. TRIBUTARY AREA 2. BEAM. 3. BEAM TO COLUMN. / , , 4. BASE PLATE. 5. HORIZONTAL BRACING. 6. DIAGONAL BRACING. ; 7. BACK CONNECTOR. TRANSVERSE , LONGITUDINAL TOP VIEW P..�MART _ SEI C 1 P ROJECT SPACE RAK /EUGENE WELDI NG INC. C FOR SHEET NO. 4 OF 15 MATERIAL HANDLING ENGINEERING CALCULATED BY W.K.S. DATE 5-9-1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 CONFIGURATIONS SINGLE ROW / _ 4,500 lb. _ - _ 4 - 7" 4,1" 4,500 lb. 144" 3 a 4" " 1,000 lb. 2 4'• 4 " 4 )1; . 1,000 lb. - 1 - - --132" ---- ' . 42" -,I' BACK /BACK ROW / 3,000 lb. _ - _ - _ 4 f --- 53" 4 / 3,000 lb. 144" 3 4 " 4 " 1,000 lb. 2 41 4 " 1,000 lb. 1 4. l 08 ---- fi 3G 44 4. ,r S EI ZMI C PROJECT PE MART INC. FOR SPACE RAK /EUGENE WELDING SHEET NO. 5 OF 15 MATERIAL HANDLING ENGINEERING CALCULATED BY W.K.S DATE 5-9-1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 SINGLE ROW 4,500 lb. 6 — O - - 6 SPECIFICATION 4 MAIN STEEL 50000 PSI :ii - BASE PLATE STEEL 36000 PSI - ANCHOR - WEDGE TYPE 1 / 2 x 4 -1 / 8 M IN. EM ED. 5 " 4,500 lb. 690 # 690# - FLOOR SLAB 5" X 2500 PSI. REINFORCED 144" 3 4 „ - SOIL BEARING PRESSURE 1000 PSF 4) " { - SEISMIC ZONE 3. 1 1,000 lb. 1 65# 165 2 - TYPE = SINGLE ROW UNITS. T" 3 " - BASE SHEAR FORMULA = ZICpWp 1,000 lb. 165# 165 1 -- re - - 4' 132" --di' ,k- 42" --,t' Iu= 132" SECTION AXIAL FCRCE MOMENT BEAM MOMENT 1 5,700 lb. 1,710 i n.l b. 9,955 i n.l b. < stdcann. 2 5,150 lb. 15,450 I n.l b. 16,000 I n.l b. <- stdconn. 3 4,600 lb. 13,800 i n.l b. 13,902 i n.I b. < stdconn. 4 2,300 lb. 10,005 in.lb. 7,002 i n.l b. < stdconn. SINGLE ROW DESIGN LOAD = VARIES BASE PLATE COLUMN BEAM ../ V 3X3X14GA. V 7 X 5 X .375 CCLUMN STRESS =1.00 6 x 2- 1/2 x 13 GA. M base = 1710 i n.i b. MAX LOAD /LEVEL = 6,629 lb. BEAM I S O.K. OVERTURNING BRACING SLAB & SOI L ✓ HORIZONTAL .4 DIAGONAL . / V ANCHOR STRESS = 0.38 1 - 1/2 x 1 - 1/4 x 16 GA. 1 - 1/2 x 1 - 1/4 x 16 GA. PUNCT. STRESS = 0.87 # OF ANCHORS = 2 STRESS = 0.34 STRESS = 0.69 BENDING STRESS =1.04 i SEI ZMI C PROJECT P. S MART INC. FOR SPACE RAK /EUGENE WELDING SHEET NO. 6 OF 15 MATERIAL HANDLING ENGINEERING CALCULATED BY W.K.S DATE 5- 9- 1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 BACK /BACK ROW 3,000 Ib. 4 - _ 465 SPECIFICATION 4 f ---- MAIN STEEL 50000 PSI p 4 „ - BASE PLATE STEEL 36000 PSI - ANCHOR - WEDGE TYPE 1/2 x 4 -1/8 MIN. E 3, 000Ib. 4_ 65; 4 - FLOOR SLAB 5" X 2500 PSI. REINFORCED 144" 3 4 " - SOIL BEARING PRESSURE 1000 PSF 4 " - SEISMIC ZONE 3. 1,000 Ib. _ 1 - 5# 1e , 2 - TYPE = INTERCONNECTED UNITS. q 3 " - BASE SHEAR FORMULA = ZICpWp _ 1,000 lb. 165 1 , g,' 1 - 'I' a8r- -4 fi 36" Iu= 108" SECTION AXIAL FORCE MCMENT BEAM MCMENT 1 4, 200 I b. 1,260 i n.l b. 2 3,650 lb. 10,950 i n.l b. 7, 230 i n.l b. < stdconn. 11, 250 i n.l b. 3 3,100 I b. 9,300 i n.l b. < stdconn. 4 10, 021 {:{: 1, 550 I b. 6, 742 i n.I b. <- stdconn. ; 1 h BACK /BACK ROW DESIGN LOAD = VARIES BASE PLATE COLUMN BEAM 3X1- 5/8X13GA .N./ 7 X 5 X .375 COLUM STRESS =0.94 4-112x 2-1/2 x 16 GA M base = 1260 i n.l b. MAX LOAD /LEVEL = 3,619 lb. BEAM 1 S O.K. OVERTURNING BRACING SLAB & SOI L V HORIZONTAL . / DIAGONAL .4 V ANCHOR STRESS = 0.36 1 - 1/2 x 1 - 1/4 x 16 GA. 1 - 1/2 x 1 - 1/4 x 16 GA. PUNCT. STRESS = 0.67 # CF ANCHORS = 2 STRESS = 0.23 STRESS = 0.46 BENDING STRESS =0.72 • 4 1 SE! ZMI C 1 PROJECT P� • .,MART INC. FOR SPACE RAK /EUGENE WELDING SHEET NO. 8 OF 15 MATERIAL HANDLING ENGINEERING CALCULATED BY W.K.S 5-9-1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 DATE 161 ATLANTIC STREET • POMONA • CA 91768 LONGITUDINAL ANALYSIS :SINGLE ROW 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 * Vcoi = 1,710 I b. Vco) = 855 lb. F1= 821b. F2= 82 W. 40 in. B 1 to . F 3 = 345 lb. F 4 = 345 lb. hm 41n. �- 6 In. BASE PROVIDE PARTIAL FIXITY. SEE BASE PLATE SHT. Mbase = 1710 i n.I b. Mupper + MI ow er = Mconn'R' + Mconn'L' Meow, "L" �--- Mupper Mconn'R' = Mconn'L' Mconn * 2 = Mupper + MI ower JL Mconn = [Mupper +Mlower]/2_ Mconn ''R' M lowa� RESULTING FORCES ON COLUMN SECTION AXIAL LOAD MOMENT Mconn es Mbase 1 5700 1710 B SLAB 9955 2 5150 15450 16000 3 4600 13800 13902 4 2300 10005 SEIZMIC411 PROJECT 4. SMART INC. FOR SPACE RAK /EUGENE WELDING SHEET NO. 9 OF 15 MATERIAL HANDLING ENGINEERING CALCULATED BY W.K.S. DATE 5-9-1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 COLUMN ANALYSIS :SINGLE ROW COLUMN IS ANALYZED PER AISI COLD - FORMED STEEL DESIGN MANUAL. I Pmax = 5,150 lb. Mmax = 15,450 i n.I b. KxI x /rx = 1.2 * 40 / 1.32 = 36.4 <- GOVERNS I A Kyly /ry = .8 * 42 / 1.105 = 30.4 - -==-- B Cc = (2Tr '2E /Fy)i.5 = 107.0 SINCE KI /r = Cc, 7 Fa = .522Fy - [(kI /r* Fy)/ 1494]'2 =24,619 ps i . fa = Pmax /Area —.I 1-4— C = 7, 518 ps i . fb = Mmax /Sx SECTION PROPERTIES =19,410 psi. A= 3H B = 3" fa /Fa =0.31 >.15 E =087511 Wt =0# • F'e = 12Tr '2E /23(Kxl x /rx)i2 t1 = .0747" t2 = 0" Area = .685 "^2 F'e = 112,932 psi. Ix = 1.194 ""4 Iy = .836 "^4 Sx Fb= .6 *Fy= 30,000 psi. rx 1.3 � 2 " 1 ry 1 = 1 Cm*fb/Fb[1-fa/F'e] = 0.69 _ _ _ _ COMBINED STRESS =1.00 -7 r 40" 4 2" 37 42" / $ide Vie Front View s SEIZMIC 41 PROJECT PE SMART INC. FOR SPACE RAK /EUGENE WELDING SHEET NO. 10 OF 15 MATERIAL HANDIJNG ENGINEERING CALCULATED BY W.K.S. DATE 5- 9 -1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 BEAM ANALYSIS :SINGLE ROW 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. I act =132.0 in. 2.5" I max = [1950 + 1200(M1 /M2)]b /Fy SINCE M1 /M2 = 1.0 I max = 3150* b /Fy = 158 i n. 1 1.625° SI NCE I max >1 act Fb = .60Fy = 30,000 psi . I x _ _41 MAXI MUM STATIC LOAD PER LEVEL DEPENDS ON 6" 1) BENDING CAPACITY M = Sx* Fb = w1/2/8 t = .0897 in. = 61530i n.I b. J CAPACITY = 2(8* M/1) = 66291b. Sx = 2.051 i n. ^3 2) MAXI MUM ALLOWABLE DEFLECTION (L/180). Ix = 6.328 in.M4 A = 5wI'4/384EI CAPACITY = 2[(384EI)/(5* 180* 1 i2)] = 91421 b. MAXI MUM STATIC LOAD PER LEVEL 1 S 6,629 I b. ALLOWABLE AND ACTUAL BENDI NG MOMENT AT EACH LEVEL. M stati c = wI "2/8 = LI VE.LCAD* L/ ( 2* 8) Mall ow( static) = Sx * Fb Mimpact= 1.125 *Mstatic Mallow(seismic) = 1.33 * Sx * Fb Msei s mi c = Mconn (SEE LONG. ANALYSIS) LEVEL Mstatic Mi mpact Mal low Msei smi c Mal low RESULT 1.125 Mstatic (static) (seismic) 1 8250 9281 54693 9955 82040 GOOD 2 8250 9281 54693 16000 82040 GOOD 3 37125 41765 54693 13902 82040 GOOD 4 37125 41765 54693 7002 82040 GOOD • SEI ZMI C PROJECT... Pt SMART INC. FOR SPACE RAK /EUGENE WELDING SHEET NO. 11 OF 15 MATERIAL HANDLING ENGINEERING CALCULATED BY W.K DATE 5-9-1995 TEL: (909)869 -0989 a FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 BEAM T O COL UMN CONNECTION Mupper Mconn= ( Mlower + Mupper )/2 + Mend Mconn. Mconn. Mill ) t CAPACITY OF CONNECTOR 00 00 I o 0 a) SHEAR CAPACITY OF 7/16" DIA. STUD Area = .4375 ^2rr /4 = .150 "A2 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= 60,000 psi min. Pmax brg. = Area * Fbearing — =.5t *2.22 *Fu P 1 = 4,975# > 3,000# - N 2" c) MOMENT CAPACITY OF BRACKET O P2 S bracket = .110 2" P3 1/2" Mcap = S * Fbending C 1I = .110 *.66 *Fy C = Mcap /.75 =1.67 P1 C 1/2" P1 = .798 Mcap ,k 1 5/8" = .0872 Fy = 4,360#> 3,000# -- Pe C= P1 +P2 +P3 SINCE PLUG GOVERNS P1= 3,000# = 1 67 (2 5/4.5)P1 + (.5/4.5)P1 Mconn. cap.= P1 * 4.5 + P2 * 2.5 + P3 * .5 3"/ 1 "eff. = 5.94 * 3,000# *1.33 t = 7 ga. = 23,778 "# A1111150 Sbracket = .110 " ^3 , ..........,......._._._ ...... .................. :.. •.. .,. ... :....:::.....: e.,•,_ c.,...•..;.. r<:..:.,,..-;.;.. n+.. v,.» o«.v.•M•- >Y.:.•a.wrA...+.N,.a.: e .,..,-,,......•.. ; ..._....,.,.,.. v..,.-•,»+........,......, r.. w, t<..,. r> n. »rµracertrer.:irst!vtWR't• : ; , ; aSgxSU.'t;t72 " "R!E?;.i SEIZMIC 44 PROJECT P r_MART INC. FOR SPACE RAK /EUGENE WELDI NG SHEET NO. 12 OF 15 MATERIAL HANDLING ENGINEERING CALCULATED BY W.K.S. DATE 5- 9- 1995 TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 TRANSVERSE ANALYSIS : BRACING :SINGLE ROW 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. DIAGONAL BRACING •CO MEMBER L di ag. = [(L- 6)/2+(D- 2* BcaI) /2]x.5 = 50.9 DI= 50.9" Vdi ag = Vtrans * Ldi ag. / D = 2072# L= 42" ki /rmin =[1 * 50.9]/.451 112.8 Fa = [12n'2E]/ [23(kI /r)i2] =11718 psi. fa /Fa =Vdi ag /(Area* Fa) D. 42 = 0.69 DIAGONAL AND HCRI ZCNTAL BRACING w Area= .255 "A2 r ._.,._..,_.. ' --i- r ml n= .451 " t= .0598 " I W= 1.5 41 H= 1.2 5 " PROJECT PE „MART rillirlSt' SPACE RAK /EUGENE WELDING INCNC. . FOR SHEET NO. 13 OF 15 MATERIAL HANDLING ENGINEERING CALCULATED BY W.K.S. DATE 5- 9 -1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 OVERTURNING :SINGLE ROW ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 2336 OF THE 1991 U.B.C. FULLY LOADED TOTAL SHEAR = 1710 1 b. Mot = Vtrans * ht _ _6904 =1710* 97 = 167280in.lb. 4 „ Mst = E(Wp +.85wDL) * d/2 = ( 11000 +.85 * 400) * 42/2 690# = 238140 i n.I b. 4 „ Pupl i ft = 1(Mot - Mst) /d Puplift �0NOUPLIFT 165# 4 „ TOP_SHELF LOADED 16 SHEAR = 690 I b. Mot = Vtop * h - 42" 4 = 690 * 144 = 99360 i n.I b. Mst = (Wp+w DL) * d/2 = ( 4500 +.85 * 400) * 42/2 = 101640 in.1b. Pupl i ft = 1(Mot - Mst) /d P upl i ft = 0 NO UP LI FT USE 2 ea. 1/2 x 4 -1 /8 MIN. EMBED. MIN. EMBED. ANCHOR. CAPACITY OF 1/2 x 4 -1 /8 MIN. EMBED. = 7101b. PULLOUT & 11151b. SHEAR COMBINED STRESS 1 = 0 / 1420 + 855 / 2230 = 0.38 COMBINED STRESS2 = 0 / 1420 + 345 / 2230 = 0.15 , i ll SEI ZMI C - °1 PROJECT PL SMART _ INC. FOR SPACE RAK /EUGENE WELDING SHEET NO. 14 OF 15 TEL: (909)869-0989 • FFAAX ENGINEERING (909)869 -0981 CALCULATED BY W.K.S. DATE 5- 9-1995 : (, E 161 ATLANTIC STREET • POMONA • CA 91768 `z a BASE PLATE :SINGLE ROW �' 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). tl 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 t VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. y Pcol = 5700 lb. B = 7 in. D = 5 in. t = .375 in. Mb = 1710 in.Ib. b = 3 in. b1 =2 in. I P/A = Pcol /(D *B) = 162.8 psi. ----- WS = Mb/ D* B/2 /6) =41.87 psi. 1w!. 1r1 I fb2 = 2b /B *fb =23.93 psi. i fb1 = fb -fb2 =17.94 psi. A b1 , b ,1` b1 Mbase = wb1 /2/2 = b1/2/2[ fa + fb1 +.67fb2] / B t Mbase = 393.5 i n.I b. r Sbase = 1* t/2/6 = 0.0234 i n. /3 fa 11 1 1 1 1 1 1 1 Fbase = .75Fy 1.33 = 36000 psi. i fb /Fb = Mbase /( Sbase* Fbase) = .46 fb2 fb 1111111. fb1 ANCHOR TENSION, EMo = T *d2= [Mbase- Pcol *b /2] j pcol T = Mbase /d2 - Pcol * b /2d2 T=- 17101b. T r Mbaso Mbase) dl b Ii1 1!!1_ tt--- Mbase d2 ,1* 1�� : d 1 ,IL , SEIZMIC 4111 PROJECT PEI SMART INC. FOR SPACE RAK /EUGENE WELDI NG SHEET NO. 15 OF 15 MATERIAL HANDLING ENGINEERING CALCULATED BY W•K•S DATE 5- 9 -1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 SLAB AND SOIL :SINGLE ROW THE SLAB WILL BE CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND WILL ACT AS A FOOTING. (a) PUNCTURE Pmax = 1.4 DEAD LOAD + 1.7 LIVE LOAD Pmax = 1.4 * Pcol + 1.7 * (Mot /d) = 14,751 lb. Fpunct = 2 *sgrt(f'c) = 100.0 psi. Apunct = [(w +t /2 + d +t /2 2* t = 170.0 i n.'2 .<: > > <: >.: .. > } >: >.<::«- -f<:;. ?:•,if,• :':5: >;::•[. jig `};:; :.:::;;;.';::::,:ki / : ' �: �: >t; :.;`: ?:::: fv /Fv = Pmax / A unct* F unct = 0.87 t (b) SLAB TENSION / b Jr B Asoi I = Pmax /(1.33 * fsoi I) = 11.06 ft. /2 = 1,593 i n.'2 L = sqrt(Asoi I) = 39.9 i n. B,= sgrt(w *d) + t = 10.9 i n. • b= (L -B)/2 = 14.5 in. Mconc = wb'2/2 = (1.33 *fsoiI *b /2)/(144 *2) BASE PLATE = 973.2 in.Ib. W =7 in. d =5 in. Sconc = 1 * t /2/ 6 = 4.17 i n. /3 Fconc = 50 *sqrt(f'c) = 225.00 psi. CONCRETE fb /Fb = Mconc /(Sconc* Fconc) = 1.04 t = 5 i n. f'c = 2500 psi. SOI L fs =1000 psf. �( . 44 (t - City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief 1908_,' September 7, 1995 Fire Department Review Control #B95 -0290 (511) Re: Petsmart - 17585 Southcenter Parkway Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. 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 Standard 10 -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) 3. 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 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 ° -.1 City of Tukwila John W. Rants, Mayor , t. 'Weil f � ^ � 'I.d pp/� �� ANY I J a t 1, ' i � � ! �i J Fire Department Thomas P. Keefe, Fire Chief 1908 Page number 2 egress. (UBC 1013.1) When two or more exits from a story are required and when two or more exits from a room or an area are . required by U.B.C. Section 3303, exit signs shall be illunated. (UBC 1013.3) 4. 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. 5. Storage may not be closer than 36 inches in all directions to ceiling-hung "Space or Unit" heaters. (UFC 11.404) 6. Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) 7. High -piled combustible storage is combustible materials in closely packed piles more than 15 feet in height or combustible materials on pallets or in racks more. than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC 9.110) 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) 5754404 • Fax• (206) .575-4439 • ', 1 ' ...I t ..*:y (r , ! � % City of Tukwila lC John W. Rants, Mayor a - . 0 71) , ' � �.' r - -r ' !.. 11) \. , ,' (. ,,, •Z Fire Department Thomas P. Keefe, Fire Chief • It., •' ...4 #I ', _ 1908 - Page number 3 • Yours truly, The Tukwila Fire Prevention Bureau • cc: T.F.D. file ncd 14' • • Head q uarters Station: • 444 Andover Park East • • Tukwlla Wash • Phone. 206) 5754404 26 54439:: q , i r�gton 98188 � PO O) ,.. � 57 f CI "f t ..�4 :. i .i. . { a' . .. } . f t , �r Yff7M1 L i f ,�, £' it• r V E�YaIp"ry< gR71 1'71ti.+rt�'f�f N Ir . ....... ..... , ,.. . � > ` .. . .�. I;\ 'e' ; .. ,.. 1 ,. .. �1. 3..,. ., . �;KITi"a v CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 09/06/95 Activity document routing maintenance. RACK STORAGE PERMIT Permit No: B95 -0290 Tenant: PETSMART Status: PENDING Address: 17585 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 09/01/95 09/06/95 09/06/95 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments 1[RACK EXITS ..... O.K. ] 3[FIRE PLEASE. REVIEW AND COMMENT. BY KEN ] 4[ ] 5[ ] 6[ ] 7[ ] 8[ ] 9[ 10[ aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. 08/18/95 08:37 FAX ( . ..•82 7126 SY, G. CLARK CO ...- 001 • • ( {• DEACCH TO DISPLAY CERT1FICATE 1. IN DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A w ^ r,• •••`t • •. :• t, .. `.t :•' �4M • a :t 2 l' 2 , ' 1 . 1,�;: ;�s; , ' a .': r: � �•. •r,• r •. k ; � } a- t (� ,• � 2 [ � r}i . "` / t * r i r t � • « Y •i + � l ' M � ' ,;; T f�+ y ' �t ' + L p ti , : X�� 4 •h � t �� V : i• '4 • i: 1 2�j : •; C 414:∎04'•4 , ' •.• ��. .(� :r • s r•rifiVIII�ER$^:Vi rl 4.4"; ivy..Urli:'P {.'•. <� . •' tp r.. ,t.i r I s OND n • .y� �,ttu : ' . q tr ! ., a -p i ••• rp • �_tt, q S 4 - f•�rr'. -• _ tic.2; + £ FF �C� . • • fi E-$4,0 ,T. t+ 24E'��-. 4:47.. STATE OF WASHINGTON •� :'Z !` /r'��:r Y:!' � :'CJ'„�.. ^ ltl.: ;v 1!.�'♦ y7:;� � • N. �. 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Q 'c °` i LL u` 7 i Q w o LL u u _ 2_ z Z • U 4 0 0 € ° - : - - . a : W U € o o >: ` z `a z P N. Ix M xT FOR PLUMBING WARES. Q L p O < E g 0 0 - > > ; ! 1 ' i O a o ' ' o ° - - T I T ' 6 eNS 03 Axe G2 / A2 F0q mow : eES eoM. O 'o c > d° a w W° d d d a s f w > > p __ w w w d a' a i i i ROOM. 04 /AT FOR wOM K. N 9 .�. 3.-e ENO CAP • Y • L • - 3 ®' SHELF (LAMINATED) 10x96 ° • } w • W • = M FLOOR PLANS. SHEET ALI FOR DERMA Z LL 46 .... AISLE PALLET RACKS 9 -3 • • • * • GENERAL CONTRACTOR TO PROVIDE LABOR FOR BOLERO RACKS TO FLOOR O I '® COUNTER • • • PROVIDE BLOCKING AT FINISH FLOOR A xA INF R MA Ex OBK Ce N Is .. PERIMETER PALLET RACKS 11 -3 • • • • GENERAL CmnRACTOR TO PROVIDE LABOR FOR AOLBAG RACKS TO FLOOR . • I a) FILE CABINET • • • - n x. SmUCnON CG CUU[x B F• N 2 CD PERIMETER PALLET RACKS 9' -3 • • • * )., • GENERAL CUTBACAOR TD PROVIDE LABOR FOR BOLTING RACKS TO FLOOR $ I O FAX MACHINE • • • • • - AKAB. FGR MILLwOBK ABBOCAL ACCOUNT 33 CD 1 -10 WIDE ENO CAP • • • - 1 '® COPIER • • • • • - u eWEO FOR ITEMS SUPPLED BY 20S 4' -0 WOE DISPLAY SHELF • • • - , ® SHELF (LAMINATED) OB x 120) • • 0 _ Nan xA 2 CD FISH SALES COUNTER • • • - 1 ® SAFE • • • - I C A (sai JBPj' l iars Arm. , 4D LOOSE ITEM DISPLAY CABINET • • • - I— 3 O SHELF (LAMINATED) 10.96 0 • • - SCHEDULE ON sn OR BOLTING OF F 3 .0 LOOSE WEN DISPLAY CABINET • • • - < I ® COUNTER • • • PROVIDE BLOCKING AT FINISH FLOOR PAUer RaCKwc ° o a 019 DISPLAY BINS • • • - 2 O FILE CABINET (BELOW) • • • - 2 •'® 2- x 8' -0" BIRD PLATFORM • • • - U¢ I ® DESK • • • - z 1' -s . B -D FISH PLATFORM • • • - c' I ® FILE CABINET • • • 9 1 d BIRD V ENNN° CAGE • • • - O° z ® SHELF (LAMINATED) (ID . 96) • • • - Z s CD CASH WRAP • • • • • PRIME ONE (1) CASH WRAP BETH HANDICAP ACCESS / SEE DETAIL 13/E3 9 C D GROOMING TABLES • • • 3 8 , 2 4 ' W • 8 h ® cAOacE /CARTS • • N Au0NT vRIES - xO OUTSIDE saeacE ® s /,e" E HOOK • • • PRODE BLOCKING Ar +1B A.F.F. -SEE SHEET A21 W 1 2D, FREEZER • • • 0 • MODEL 1 -23971 BY KENMORE is _ 0 _ BB ® FISH DISPLAY TANKS • • • O • • • - u1 - C) - - • PLANT DISPLAY •' • •' • •` • • 0 BASE BY C.C. /. TANKS BY PETSMART - 0 - - . ON CENTER • • • •- • - - O - - 2 CD 1 WIDE END CAP (W/ COMM.) • • • • • - O - IS a' -D WEE DISPLAY SHELF (W/ P05KB) • • • • • • • • • • - S S.S. YAKS • • • • • • • • • • NAYANAL ACCOUNT - SEE SPECIACAYONS AND DETAIL 02/52 I I 1 1 1 1 1 1 1 '® LAMINATED END CAP • • • - - 5 ® 5/18" EYE HOOK • • • PROVIDE BLOCKING AT +,B" A.F.F. SEE PLAN A2.1 2 '® VERDI. MACHINES • • • • • - I 40 GROOMING TABLE • • • 48 x 24 w 1 CD INFORMATION CENTER • • • FIELD vERET LENGTH it, 4 A-0" CAGES • • • - 12 (ED 6' -0" DISPLAY SHELF • • • - U• 2 ® 5 -0 GAGES • • • - I 5 < 4 AISLE PALLET RACK 9 -3" W/ LIGHTS • • • • • - y I p 5 /16 EYEHOOK • • • PROVIDE BLOCKING AT 10" A.F.F. - SEE PLAN A2.1 2 .® 1 -,0 VIDE END CAP (W/ POWER) • • • • • - ° 2 4 CART • • • 36 Lx1A w - e - - -- - - e - - - O - • d © ©C © O O - p - - , ®. SCALE • • • • • ROV °c Tn B FEAo ou: 0AAOLIT FROM SCALE TO RBAEPT COUNTER + -BON - p - ® BENCH • • • FLOOR MOUNTED. PR0 DE BLOCKING AT 4 AND ], - p - - I ® 5/,6 EYE HOOK 0 • • MOUNT TD CABINET AT 18 A.F.F. p _ z D CAL • • • • • e p - Fy 1 O COON R • • • • • PROVIDE SLIM AT +34 AFF. FOR COUNTER - SEE ELEVATOR 06 /A8 i Y , ® PRINTER • • • • • - - p - - 2 e MONITOR • • • 0 • • • - - 0 - _ I ® PRESCRIPTON FOOD DISPLAY • • • VERIFY Worm 24 Dx4a H } • _ O _ - I e DISPLAY RACK • • • PROVIDE BLOCKING AT as A.F.E. Q . - O - - y r I e x-17/11. NEWING CAB • • • • • BD To [ENTER MOUNTING HO BAUGH_IN DIMS (30 -3 /8"" x 201/4 VERIFY) 3 .r_4 _ _ Y - B - - 4 4 O EXAM COUNTER W/ SINK M 4" UPPER CABs. • 0 • • • PROVEN BLOCKING AT +34', se Ax0 9 A.FF. - SEE ELEVATIONS IN AND 02 /A8 9 oQ.. _ - 4 •D MONITOR ON BRACKET • • • • • PROVIDE BLOCKING AT +44" A.F.F. - 0 _ - ,0 4 ® RECESSED nssuE DISPENSER O • • R.D. 10- 3 /4"W. x 6 -1/414 x 2 -1/2D. MODEL /B -3552 BY MO O< Z - ` - „, a O tau • • O • • - U 2 STAINLESS STEEL CAGES • • • FLOOR DRAIN LOCATED IB" FROM WINDOW WALL - SEE SHEET A2.1 iy 4 ® 55. FOLDING EXAM TABLE O • • P OADE BLOCKLAA A A ELEVATION a /ATTAL FAB USTOM • 1 O FILE CABINET • • • • • • - p , 4 ACRYUC RACK 0 0 • • • Z p BENCH FL MOUNTED PRANCE BLOCKING AT 4 AND 34 e - C a 4 ®B • • O O ol - e- - P - O- F O _ p _ - , O PROVIDE BUCM. AT +34, PEA AND +I00 A.F.F. - s EL VA1AN N t COUNTER AND UPPER toes. 0 • • z /Ae ,,, O _ - 1 REFRIGERATOR • • • • • MODEL d 4S-33/301 BY KENMORE 29 5 /5'5x 3 /16 3 /4 "0 • • ,®. AQUATICS SYSTEM • • • • • • • - <r 1 PRINTER • • • • • - 1 FEEDER TANK FILTER 0 • 00 • © • - ,i, 1 O CPU • • • • 0 - g. 3 CD512 SHEL / LAMINATED 16xae • • . • - €'' 1 I I MONITOR • • • • • _ _ p _ I 1' -0" SHELVES MTH UPPER CAB • • • PROVIDE BLIAG. AT +34 +62 AND +100" A.F.F. - SEE ELEVATIONS OB /AB LL _ O - ® 24 C, S.S. CACESPES. BASE • • • • • S Anex uI s vMa %ni[s BY uawar u ISTB - Try 4660 ex. �p 1 ED S.S. GRILL AND PANS • • • • • iP mzzaiHET) GRA. EQUAL TG • sxanE UNE" IWO 444-1579 C OVERSTOCK DESK • • O - 1 m • O • • • MODEL /48 -11531 BY KENMORE 48,29 1/2 • A _ >- ®� OVERSTOCK RACKING • • • • AMOUNT WARES 1 O COUNTER W/ SINK AND UPPER CABS. • • • • • PROVIDE BLKG. AT +3a, 4.2 ANG +100 A.F.F. SEE ELEVATION 03 /AB 3 ®0 SHELF (LAMINATED) 1B 0 .]2 • • .. w 1 e MONITOR • • • • • - , o • • • 1. _ _ < 1 ®' CPU • • • • • - L•�` °0.0 h ROOM KEY ®UTOCLAVE • • O o • ® REATMENT REFLECTOR MGHT (ABOVE) • • • • • C„EATRMOUnTNO DIRCAULEILLUMINATION INC. O 1 FOLDING CHANGNG TABLE • • • PROWDE BLOCKING ET ♦a0 CND 5 -6 AFF/SEE SPECS. _ O _ 995 N 2 ' '®' SEP 0 1 1995 s "es I^ S.S. TOP D BASE CAB. • 0 • SEE ELEVATION 09 /AB PERMIT AEPTBR . 1 SOAP DISPENSER • • • NEC SEE SPECIFICATIONS I ED TABLE w MD I :::::: PAPER TOWEL DISPENSER • • • EE sPECIFICAPONS so 1 ® EN,NG X -ENT N CABINET • • • • • PDNING HEIGHT+aa CEATEN AND ROUGH - IN PIMs (30 3 /8 x 20 I/4 VERIFY) : — ego 1 I HANDICAP GRAB BAR • • • PROVIDE BLOCKING Ar 2 -B" A.F. - SEEE SPECS. P . 1 ® NEW WNDOW 0 • • I2wn15 LEAD -PLASTIC (1.Trn) g €a A • 5/16' ETEHOOK • • • PROVIDE BLOCKING AT 30' A.F.F. N , SCAVENGER LEA • • • • • • • C.C. TD PROVIDE 2' COPPER FROM VACCUM UNIT AT ,2' -O' A.F.F. o- • - it .7. A $ E. TOILET PAPER DISPENSER • • • SEE STCAAICAOAPS , ® SURGERY REFLECTOR t1GHT (ABOVE) • • • • • MINAnON ING OF VALVES BY OTHERS 0— ® ; = • • -° _ 1 "E SOAP DISPENSER - • • • SEE SPECIFICATIONS 1 ®' COUNTER WIN SINK CAR UPPER SHELVES - • • • 0 • G D A N A / +BE•."°' AND A" A.E.F - SEE _ A El I PANOCAP TOWEL DISPENSER • • • • — SEE BIL .n - PR ® DI . SIIEwAS • • • • • • • KENMORE MODEL No.22- ,48,0 o— . . ®. i tA 4 2 „B N PS _ TK _ 95 • F HA • • • • PROVIDE BLOCKING AT 2' -9 A .F.G. 1 ® STACKED HER / DRYER • • • • • • • • 0 N EL No. 26 -93 2TW 25 1 /2Hx31 O �I� • M1 vI No: 5 /IS' ETEHOOK • • • PR 1 P•EO ,s•0 5 /26/95 5 PRIME BLOCKING AT ]O" A.F.F. �, 1 ® X-RAY FILM PROCESSOR • • • SELF CONTAINED. . 'CUg1X' 60 CP, 41•Wx2]'Dx28'H IM _ •e. NONE CAPE 3 O SHE LF (LAMINATED) 19x40 • • • - �. , X-RAY FILM STORAGE ABOVE • • • • _ PROVIDE BLOCKING AT 5 -6" AND 6' -B A.F.E. O— ' Ii ji Q. ° lAST: ice F 3 9 p_ , B • ISOLA GE ..... o - - ®5 - b b b b b b FIRS DN G CD 0