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Permit B95-0184 - BARNETT BRASS AND COPPER - STORAGE RACKS
ASS City of Tukwila IL (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B95-0184 Type: B-RACK Category: Address: 1151 ANDOVER PK W Location: 1151 ANDOVER PK W Parcel #: 352304-9097 Zoning: Contractor License No.: Status: ISSUED Issued: 07/05/1995 Expires: 01/01/1996 Suite: TENANT BARNETT BRASS & COPPER INC. 1151 ANDOVER PK W, TUKWILA, WA 98188 OWNER WAREHOUSE PROPERTIES ASSOC 3201 FAIRVIEW AVE E, SEATTLE WA.98102 CONTACT FRANK ANDERSON .Phone: 206 575-6263 1149 ANDOVER PK W, TUKWILA, WA 98188 **************************************,************************************* Permit Description: INSTALL PALLET RACK IN EXISTING BUILDING. Rack Storage Dimensions UBC Edition: 1991:. Valuation: 114 Height 12.0.,_: 12.0 ▪ 0. . 0 .0 .0 000.00 Total Permit Fee: Totals 7,392 2,592 9,984 1, 583 ; 9.6 ******'*************4t**.**************************************** • Signature '., Date I hereby ertify.; that I have read and.e:xamined.this permit and know the same to be true ,and, correct. All pravisions,of."law and ordinances governing, this work will be complied with,',wh,ether specified herein or not. The granting':,of this permit does no.t presume togive authority to violate or cancel the;provlsions Of any other state or 1oca1-.laws regulating construction; or. the: performance of work. ,I am authorized to' sign for and obtain this b`uiiding permit. Signature:__ Date: _--_:".--S� 94 Print Name : t 1J _rzj1&/ ( Title:. 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. /J '4- - 4414, 6.(7 .y, CITY OF TIdKVI/!L I - � +' :' Department of Co „nunity Development - Permit Cent , , ' � = 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 ,gob (206) 431 -3670 • Building Permit Application Tracking PLAN CHECK PROJECT NAME ; NUMBER 's:' SI E ADDRESS SUITE NO. .- 1 I {)1 A opt P t 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. DATE ,< • .: .......�. DEPARTMENT DATE; IN ::;.... : < : ° >;:; REQUIREMENTS / COMMENTS NI BUILDING - b 11.1 GI �� �CONSULTANT: Date Sent - Date Approved - initial review (0 ~ �� 15 OU E FIRE FIRE PROTECTION: `j, Sprinklers .3 Detectors * N/A FIRE DEPT. LETrER DATED: , / INSPECTOR: � " INIT: O PLANNING ZONING: BAR/LAND USE CONDITIONS? Yes it No REFERENCE FILE NOS.: INIT: MINIMUM SETBACKS: N- S- E- W- CD PUBLIC UTILITY PERMITS REQUIRED? Yes In No PUBLIC WORKS LETTER DATED: WORKS INIT: O OTHER IN : BUILDING - b , TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): final review I N IT: =z.- °Yes © No ( BUILDING ' OFFICIAL G (tb,- ,INIT: - REVIEW COMPLETED AMOUNT CONTACTED OWING: DATE NOTIFIED BY: _ (init.) � ' 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) 01roeroa BU1LDIN PERMIT ... APPL•ICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 DESCRIPTION AM • UNT RCPT DATE BUILDING PERMITFEE PLAN NUMBER CHECK �� PLAN CHECK FEE KRIM BUILDING SURCHARGE d� APPLICATION MUST BE OTHER: • TOTAL .; INIL SITE ADDRESS SUITE # VALE OF CONSTRUCTION - 1 1 ANDOVER 'PARK WEST f y0Q PROJECT NAME/TENANT ASSESSOR ACCOUNT # , BARNETT BRASS AND COPPER INC 35 i C,9L U ?7 TYPE OF Chew Building Li Addition 0 Tenant Improvement (commercial) Li Demolition (building) WORK: , S Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: ASSEMBLE PALLET RACK FOR PLUMBING SUPPLY STORAGE BUILDING USE (office, warehouse, etc.) WAREHOUSE NATURE OF BUSINESS: HA I No TAT_ Yes I Yes, Y WILL THERE BE A C J � Y es It Ye new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: Area of Construction: ,,WI�.L THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? Y ��j No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: - ,S•rinklers 0 Automatic Fire Alarm S stem PROPERTY OWNER PHONE WARF'HOUSF. PRnPRRTY Assoc. ADDRESS 220]. FAIRVIEW AVE. EAST. SEATTLE, WA ZIP 98102 CONTRACTOR SELF. PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # N/A EXP. DATE ARCHITECT N/y PHONE ADDRESS ZIP HEREBY CERTIFY THAT I HAVE:READ::AND EXAMINED; :THIS APPLICATION: AND. KNOW THE' SAME: TO BE TRUE AND ;CORRECT, AND i :AMAUTHORIZED TO APPLY. FOR THIS PERMIT BUILDING OWNER SIGNATURE` OR PRINT NAME /� AUTHORIZED � l � � - ) w / 9 1 ∎ . c 7 /J PHONE 1 1,5 - -6 2- 6 ^ AGENT ADDRESS / l ( dOU�� Pk l CITY21 k i /Q 9 -r CONTACT PERSON „'a rtn -e. PHONE 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 919 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 Divisicn 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 Departmeet 8mmunity Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED CITY OF TUKWILA DATE APPLICATION EXPIRES Ca _. 1—o1G) c JUN 0 7 1995 /2, - - 10i2?JU3 PERMIT CENTER ( i SUB CHECKLIST ............... ..........„........„„:„........: ..,.........,...,.......„...:.:....::.:„.,...................................,............,,,.... ..... .,.....,......,...,...„ , :...„....,......:„.........„...,..:::::::::.:,....:::::::::„.„:„.::::„...:,.....:.:,....,. • ... ..,..........,...;,;,........,::::::.;,..:::„.„.„.::::::::::::::::;::::::,:1„,::::::::::::::::::::::::.:::::::::::: ...;.......„ :.Fl!-:':'E.:f4f4:..;:rT:.11Ar.11,i::°H•''''..Yn!::itjFh:''.:CC!!!14 il.:i::.'ll}:';iIlli;I;i6I'l.°'::iiiiiir:ili,lg:,iIII MITTAL COMMERCIAL . .. . . ;:.:...,.....:,,,,,,,.:::-:::;,:•:::::::.,:::.::::isi4.6i.iiidiitl 00rm.:.:!!!!,.7::::::.:::::::::::::.,;:•::::::::::::::::::::::::::::i1;i::::::::-.::::::::...;':::::::::::!::.1..:V..1::::::::::,:::::::::::::::,::::.::::: • • COMM ERPII- : • ,,B . ,.,.UIL DINGS/ADD COMMER ... .. , re) :'.7.1...:•‘"'''''....i".! •:".••• .....••flinE.119::::.i.i.'..,...::::::•.g:•..:::1.1.1i."',P.'i.'•;',,...:: (on for:each , . . . , , . 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Twci sets ,..... ,...... ., F -- . :ai)i..tiPii ted bii1!F411)9.., ............................................................................................... .‘,.... Btu' g floor. plan showing. ,,.. .. . . .... .• . ,, . , r— Assesr Account Number.. . ,. . ••••• ;::::::::-...,..:":".....:::.,;„',.......,i,::::::::..i,i..,.....q...:t:.:....:.'..4:!.....t...';•.'...,....',.....:::„. X- Buildin - .. ' .. • • ..'•.''' ' • , . • ' • will be leca?.d.•-,,,• .'..:::':. . ::''.. .. i.'...1....'...:::::',1::::•:•.:::,. .' . ..• ...• . - - .. 1 ' wic inciu ,. . .....:,....,......?.,:..., :.....„ ...... ... . .. ,, .... * ' where racks ,, ., .. , . ... .. .,.,:, ..,•, .......: • .. Entire space ,,., ..,. . ,. , , ,.. ........,.....„,..„:: ,;:.,•.,,,....,Tw . ::::: . ,..,,,..:...,..::::::::„..,............ Two (2) sets.of.pa p .,. ,,. .,., lita..'dish)::;•. ' -1. • '''• .. Exit doors .. '..; . i •iiidanEVP! 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Si x ' sots of pito P!...pf? . ,„ .....,..:. ... irtstallad...„ ;::::: „ ::: , :•:: , ......::::::: : :::..... , ... : :: , ,,, :i .:„.. i „ fi •••• ...; ••• ' . ' '••••••••• 'hd'sig ........;,:i ' • Inspection. a ..,. ..,. P0 C oinbinitid.... q.o. ..,..,.„...: I 1 m . Ing ss s ss rto. • ,•.....:..:....•.,.........."::::::;,:::::::...,.:::::::....„...: . I Si ..:C...•...1.::::::'.':''.:•'::1...".:.".:.*:."'...'''' tilltySlto...1340:PIPY12., ;•- •••• ..... :IS'idqUired prio ...„ ,...,. .., ,..: ..,. .....,.., .... ... bmittaloiacjUirpmant.s. , BUilding NOT.:',., ,,.., iltopiall.... and 6..st for 1:•jec,.f.i. f_,., .....,,, . .., .....:::;i::&iiiifivati ..:.,,,......: i,.. .....,... ,,,. .....,. ... . . :•..: • . un ique :::, NO offofthe . parrnit.,•:i;::: llcation and o . .p .:!(!1•........!",..., -......""..................,.... . .7.,:required!furt,:•,::..., d and ''..: utilitY'PqM1!,...19.1.;;:,:::„::,...,..,.::,',•:•:--.„..-• • .. and soils i n I 6 rina tro n. . fl.7.1)"... r',: „,.,.......„!.• ... .::, ....:•..,,,, .....,...... ,.. ographiOlpp..,,,,..1........•:•:::::•:::•.:•,:T.:*,::::,..:••::.:••••••••'.:',-••••••• • • • ii.. ...,, ..„.....,. , :::sltdcondtttons. . ,,•,,, , 1 9 / f A* A***** A***** A* A** k• kA**: 1*. kA* k• t* *A ** *A** * *A *A** *A *A *8A * * * * *AA GENERA 1140.53 C]:TY CIF TUKWILA, WA TRANSMIT TOTAL. 1140.53 ** A*********** t4**444* 4. 4* k* A*•. 1* * *A * * **k ** * *A * * * * * *A *.4 * * * * *A **A** CHECK 1140.53 TRANCIMIT Number 94002.447 Amount: 1,140. 06/13/95 11 : 10 CHANGE 0.00 ' Payment Method: CHECK ` :NNotation: OARNI.TT BRASS & InO16!`W4 /g5O 3536A000 16 :46., Permit No: 095-0184 Type: 0• -RACI; RACK STORAGE PERMIT Parcel Nn:. 352304 -909 . 3 i Le Address: 1151 AND0VI.R PI( W . Location :. 1151 ANDOVER PK W Total Dees: 1,140.53 This Payment 1,140'.53 Total ALL Pmts: 1 Balance: .00 A *4 *A ** *>4*A ** *A t4 *'k * ** 4*** k***•* 4**** r1 * **4 **k * * * * *A44*A * * *AA * * ** Account Cade Description Amounts , 000/372.100 BUILDING - NONRES 608.50 000/3 PLAN CHECK ._ NOIRES 447.53 O0O/3EIG.9O4 STATE BUILDING SURCHARGE 4.50 • 1 {` }r'� �' {� { 7 7 r� t r { F + C ;,.,:::::',,:..,','.• ; t t r r r 3 � , �'t 54 ,� • . �' ,i4 .th , n �fe d t.. - ; N ,,, �,, [ S. 13 ''.}t ri .. 1 i T ; �, fz t t } 71 . e; E , t. t ' ,. ,, .. .. +y . `� `µ.,T 1 y ,:' i 1;;, i �`d rgy de f , : r g qq tt [[ ,�+, +a ?rt�c. t t, f, ,'.��x �r -, ar. :�tJ�'33'� .. �, 1; s �'�IYCaSa�a��'� %,i \_t�'rk.,LttL - :. ts' tsR. �u .,5�.s,c.�i ��+ . , . ,.r .r ..... .C ., + w s ., ' . ,, . ,. r'. [ \ ' \ ' In ' INLSPECTION RECORD ( - - 1 eci- Retein a copy with.. permit 01 U` • - 'o , ,•. i`" f PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 0.1•4 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • • 431 -3670 Address: I S I. A rlr1 over' P14-0 Date Called: 7 d 3 /c5. Spedal Instructions: Date Wanted CL am. p.m. Requester CiCAill1C- aildet 0 1 . '" Phone No.: s _ Cod Coz bra Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: , IIIIIII WI bni .IIIIIIrA L I I F.4 'Al illi - 0 • , is <rli IIIIIIIIIIIIIIIIIIIIIIII_..1 nspector:al mac... �L'�� / /. lzi .. v ..... ..:,: ❑ $30.00 ' EINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at r ,. 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. t':. • (R o: e: we: . t 1 ,.h .,,,„,. , Y' °... , . -:■■ t; .:� ' djYr:. cri: , 12w , . r11" •krAi "f�' V •11 P,F'Rr INSPECTION RECORDO., D Retain a copy with permit v 5 , ; FERMI NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 'ro Kt: mt rp o . pegne - s xso. ype o ns • (NG- FINAL Address: s- omvelz p t , 4 Date Called: 2:7 Special Instructions: Date Wanted: 17_ 2 g PL CALL . Requester: fR6 Nr. llOrafrztor Phone No.: 5.1 5"- 62-4S • 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS., j 2 (0-1 fr ti/4 t?fi/i'c".4-/ /79 e•,•/ e•-.4.,..rt Cee • ..* ,s pe ,e fr 4 3 1 1-3 '67 • oitie Inspector: Date: • o ,1.111 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. HecetNo .: Dale: J - k( ti City ®f Tukwila ila John W. Rants, Mayor s 4 ,, .z' Fire Department Thomas P. Keefe, Fire Chief , • ...... ..... � - - TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. S - �/ Project Name _ t2A 6 77'S ' _" Address //5/ A lAJDU ' fati/ /< W Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued , Sprinklers: Fire Alarm: Hood & Duct: I Halon: i Monitor: ' Pre -Fire: Permits: 4 ..4. 2 J c.,./ -)...;- / 9 ZS- , Authorized Signature Date Y FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East a Tukwila, Washington 98188 • Phones (206) 5754404 • Far (206) 5754439 1 . • . . . ______„,_______, . Suite: Tenant: BARNETT BRASS '& COPPER INC. Status: ISSUED Type: B -RACK Applied: 06/07/1995 Parcel #: 352304-9097 Issued: 07/05/1995 **********A**********41****k********************************A:********.kk***** Permit Conditions: 1. No changes wi 11 , be made ,.....,, - ."0"014 , .,:iineless,:approved by the Atschi tect' or Engineer ' - 7161:w ila' D i v i s i o n i v i s ion • 2. A11 per m i ts , . i nspXot records, and a pp r o v e'd:;:p.,1p:-,: shall be available at t lye * c 1p1 the start oii-.4vb.ficon- . s t ruct i o'n . ;1"1,9,'S e .090,p ai a . ei ',,,...t ci':)"6, pa i ti,*,*:ftled ari;0 a 1 1- . . able l e u t il f eriiii 1 4 n 4 ;i e.; 1.,t t i!on approval is grand .0:,.,. '''''* • . ,• , 4 .1. - ''',' ' •;• . • 3'. 'Al All cons tIv.4ot ion,,.. to be dop, e tri' ton 1'th-ha 0 se 4.14 tli?.eippro ‘ikti.: \ p l a n s an44,eqt.fl r e,pleii t s of - the %'1.1 0, i orm Bu i tdi,ng Code ''191'4', Edition) ; eiMende'd,Uniforni' I Code 6 '094 Edit iail,,.:`,,, . • 7: Z - 7' ,,,, . ..\ t and Washington ; :i.'tae Ene04Cbde (1994 EdltionY., ,,,, , ......... 4. ,V,a 1 idlit of .permit. The ,..\.1 ssuance of' a permit or approval of,i A ... :- , ications,:Zdhd cdinpm,t A 't i on s sha l l not be '6 .\% . • 's truli to,,boa P'e rm i t ..-for , o r..;:s3 n approval of , any violation of any of the pray i s i eitYs' . -of_...-.0i f t e butlifing code or of ' othqn dl ,,.,';‘,- i orivanc0 of the:'',,t,r, i s,Clei ct i n o;.;.:% ft pr est.utnij to . , g i vie7, a u t h 0 r i ty to viol dr ca '". i'nq 4 ..'1;,A't tie pr.cliiA s i cins o#', t Irli'''),-„, VI, code ha 1 1 ib e ',.'va ,.., , 4 -.".... '.. t IW,. ', t i ,..'s _...„•,,,..:,' .,:- ,•',i,,, tl' ,R, t , ,)j . ,. - f . .. . 1. ...— • .,,,,,: );.1 1 „, ,,, ..,,,, , ,,, ,.: •t, 1 # ti r,gi 1 '-y ,. , 4 ' :' •!:'‘\'‘,,, \ .,.." ' .,1; . e , ,, ,, , ,..1 , „ Lm : . ' h— , ...::.:1)1 '...,- I:. - / / ,.., :,,,,...;,,,.,,,,, ,. ,f '. , , 1'; i / jf ' • v-\ '1,1' • •` ' ',-C ,:;,_ ,,,-ed:4;;., '• .' 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CITY OF TUKIIVILA • RACK STORAGE DIMENSIONS LINEAR FEET X HEIGHT = TOTAL 616 X /(P., _ 73 9 • X = X = AIIIIMMIONINI1■171 .1111.101M101 X = X = • GRAND TOTAL = • RECEIVED CITY OF TUKWILA • • • JUN 0 6 1996 PERMIT CENTER • 1 SEIZMIC 1 ~ MATERIAL HANDLING ENGINEERING EST. 1985 STORAGE RACKS STEEL SHELVNG CITY APPROVALS ALASKA NEVADA DRIVE -N RACKS MOVABLE SHELVNG STATE APPROVALS ARIZONA NEW MEXICO CAN TLEVER RACKS STORAGE TANKS PERMITTING SERVICES CALIFORNIA OREGON MEZZANINES MODULAR OFFICES PRODUCT TESTNG COLORADO PENNSYLVANIA CONVEYORS GONDOLAS FIELD NSPECTION IDAHO ' UTAH D CAROUSELS BOOKSTACKS SPECIAL FABRICATION MISSOURI WASHNGTON 1 FILE COPY . SEISMIC ANALYSIS ' ; / OF STORAGE RACKS FOR BARNETT BRASS & COPPER 1149 ANDOVER PARK WEST TUKWI LA, WA #95-394 ,„ .., . v. , :1.. Alk ir .■ ,: . f-T .- 4 '' „ r te , ' K,� , ' ,I • ..:°/`" 0 if YY CITY OF TUKWILA ° JUN 4 7 1995 01. O V E. p PERMIT CENTER Apply JUN 16 1995 BO 01 \J‘ 161 ATLANTIC STREET • POMONA • CA 91768 • \EL: (909)869 -0989 • FAX: (909)869 -0981 • SEIZMI PROJECT I: NETT BRASS & COPPER ' INC, FOR MORRI SON CO. (J.G.) SHEET NO. 2 OF 18 MATERIAL HANDLING ENGINEERING CALCULATED BY EX. DATE 5- 22 -1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 TABLE OF CONTEWS DESCRIPTION PAGE # COVER SHEET 1 TABLE OF CONTENTS 2 SCOPE 2 PARAMETERS 3 CONFIGURATIONS 4 - 5 COMPONENTS & SPECS. 6- 9 LOADS AND DISTRIBUTION 10 LONGITUDI NAL ANALYSI S 11 COLUMN 12 BEAM 13 BEAM TO COLUMN 14 BRACING 15 OVERTURNING 16 BASE PLATE 17 SLAB &SOIL 18 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 FI ELD ASSEMBLED ONLY, WITHOUT ANY FI ELD WELDING. - p r ZMI PROJECT BA LIEU BRASS & COPPER '� i • FOR MORRISON CO. (J.G.) INC. SHEET NO. 3 _ OF 18 MATERIAL HANDLING ENGINEERING E.Y 5-22-1995 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. 4 11 0 �� Co / II. 41 • 11 % - ,- , ,,, )o s � �I r 1 a 1 ..,,_ , J 11. , , , 4 1. COLUMN. TRIB TARY AREA 2. BEAM. 3. BEAM TO COLUMN. I / 4. BASE PLATE. 5. HORIZONTAL BRACING. 6. DIAGONAL BRACING. 7. BACK CONNECTOR. TRANSVERSE i LONGITUDIN1 MAIM • SEIZMIC 1 PROJECT BAIlycTT BRASS & COPPER INC. FOR MORRISON CO. (J.G.) SHEET NO. 4 OF 1 8 MATERIAL HANDLING ENGINEERING CALCULATED BY E'Y' DATE 5- 22 -1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 AIIIMMIIIRMENOW CONFIGURATIONS TYPE 1 1 / - - - - f --- _ 2,000Ib 61" 6 1 ---- 4" 2,000 Ib. 61 " 240" 7 1 1 5 1" 2,000 Ib. tai 4 5 :J� 1,400 lb. 2,,,p - 3 1,400 lb. 2s" 2 5 " ,�. 1,400 lb. 2$" 1 / 96" - 4' I 42" 4 TYP 2 - - - - - I �_ 1,500 lb. 61" 6 7" 1,500 Ib. 61" 240" fi 5 1,500 lb. :...... 2" 4 1, 000 Ib. 5 2 .. 3 1,000 Ib. 2,c„ 2 1,000 lb. 5 st 2• 1 I 96" -- 71 130" -,f l 4 . SEI ZMI C , ' PROJECT BA ETT BRASS & COPPER INC. FOR MORRI SON CO. (J.G.) SHEET NO 5 OF 18 MATERIAL HANDLING ENGINEERING CALCULATED BY E.Y DATE 5-22-1995 TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 CONFIGURATI TYPE 3 1,5001b. _ _ _ _ _ J 6 1 ---- :[" 74" 1,500 Ib. 5 1 4 192" 1,500 lb. 5" 2" 4 1,000 Ib. 2 -3 1,000 lb. Z " 2 t „ 1,000 Ib. 2 " 1 / fi 96" -- 7I' .1 42" -44- 42" -4 TYPE 4 f - - - - 1--- - 61" 7e_ 1,000 lb. 5 1" 4 " 1,000 Ib. 611" — 240" t 4 1 I " 1,000Ib. :FL 2 " 3 1,4001b. 7" 2 " t 1, 4001b. S I I- _ _ / 96" I 42" -7t' . SEI ZMI C 1 PROJECT BA BRASS & COPPER • INC. FOR MORRISON CO. (J.G.) SHEET NO. 6 OF 18 MATERIAL HANDLING ENGINEERING 5- 22 -1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 CALCULATED BY DATE 161 ATLANTIC STREET • POMONA • CA 91768 TYPE 1 SP ECI Fl CATI ' - MAIN STEEL 50000 PSI 2,000 Ib. 4056 5 40# ,[____ - BASE PLATE STEEL 36000 PSI 4" - ANCHOR - WEDGE TYPE 1/2 x 2-1/4 MIN. EM EDM 2,000 Ib. 301,?" 61 .. 404# - FLOOR SLAB 5" X 2000 PSI. REINFORCED 240" 1 ,, 5 2,000 Ib. 1 46# 241# ' - SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 3. 2i 4 1,4001b. 105* 5 „ --, 140# "♦ Yu 3 - TYPE = SINGLE ROW UNITS. 1,400 Ib. �0# �3# - BASE SHEAR FORMULA = ZIC(wLL +wDL) /Rw '� 2 1,400 Ib. 1035# 5 " ,46# / 2 1 fi 96" -- ,t- 42" 4 1 = 96" SECTION AXIAL FORCE MOMENT BEAM MOMENT 1 5,400 lb. 5,847 i n.I b. 7,425 i n.l b. a- stdconn. 2 4,650 lb. 6,202 i n.l b. 7, 401 i n.I b. < stdconn. 3 3,900 lb. 5,799 i n.l b. 6,896 i n.I b. <- stdconn. 4 3,150 lb. 5,194 In.' b. 8,926 i nib. <- stdconn. 5 2,100 lb. 8, 6 58 i n.l b. 8,814 i n.l b. <- stdconn. 6 1,050 1b. 4,970 in.lb. 4,485 in.Ib. <- stdconn. TYPE 1 DESIGN LOAD = VARIES BASE PLATE COLUMN BEAM 3X3X13GA(LU75) V 10 X 8 X .5 COLUM STRESS =0.53 3- 5/16X2- 3/4X14GA/311 B Mbase= 5847 in.Ib. MAX LOAD /LEVEL= 2,796 Ib. BEAM I S O.K. OVERTURNING BRACING SLAB & SOI L V HORIZONTAL V DIAGONAL .4 N / ANCHOR STRESS = 0.28 1 1/2 X 1 - 1/2 X 14 GA 1 1 /2 X 1- 1 /2 X 14 GA PUNCT. STRESS = 0.82 # OF ANCHORS = 2 STRESS = 0.22 STRESS = 0.61 BENDING STRESS =1.13 i SEIZMIC PROJECT BAR ''TT BRASS & COPPER FOR MOR I SON CO. (J.G.) , INC. SHEET NO. 7 OF 18 MATERIAL HANDLING ENGINEERING CALCULATED BY E.Y. DATE 5-22-1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 r TYPE 2 SP ECI Fl CATI ON r - MAIN STEEL 50000 PSI 1,500Ib. 164 61 2219 # - BASE PLATE STEEL 36000 PSI 6 " - ANCHOR - WEDGE TYPE 1/2 x 2-1/4 MIN. EM EDM 4 -- 1,500 Ib. _�•" 61" - FLOOR SLAB 5" X 2000 PSI. REINFORCED 240" 4 5 - SOIL BEARING PRESSURE 1000 PSF 1,500 Ib. 7 �# 1�( 6# - SEISMIC ZONE 3. 4 1 Ib . 41# 5 54# - TYPE = INTERCONNECTED UNITS. .2 _ 1,000 Ib. — 27# 36# - BASE SHEAR FORMULA = ZIC(wLL / 2 +wDL) /Rw 2 E. 2 1,000 Ib. 13# 5 � 8# • 2" 1 96" - - fi 30" 4 Iu= 96" SECTION AXIAL FORCE MOMENT BEAM MOMENT 1 4,050 Ib. 2,355 in.lb. 3, 428 in.lb. <- stdconn. 2 3,500 lb. 2,501 in.lb. 3, 422 i n.I b. a stdconn. 3 2,950 lb. 2,343 in.lb. 3, 225 i n.l b, a- stdconn. 4 2,400 lb. 2,107 in.lb. 4, 310 i n.l b. a stdconn. 5 1,600 Ib. 3,512 in.lb. 6 800 lb. 2,016 in.lb. 4, 2 64 i n.l b. e- stdconn. ?_, 508 i n.l b. < stdconn, TYPE 2 DESIGN LOAD = VARIES BASE PLATE COLUMN BEAM .1 V 3X3X13GA(LU75) .J 7.75 X 5 X .375 COLUMN STRESS =0.31 3- 1 /32x2x 14GA/282H Mbase= 2355 in.lb. MAX LCAD /LEVEL= 1,997Ib. BEAM I S O.K. OVERTURNING BRACING SLAB & SOI L V HORIZONTAL .4 DIAGONAL .4 ANCHOR STRESS = 0.11 1 1/2 X 1- 1/2 X 14 GA 1 1/2 X 1- 1/2 X 14 GA PUNCT. STRESS = 0.69 # CF ANCHORS = 2 STRESS = 0.08 STRESS = 0.24 BENDING STRESS =0.74 • SEIZMIC 1 PROJECT BA NETT BRASS & COPPER INC. FOR MORRI SON CO. (J.G.) SHEET NO. 8 OF 18 MATERIAL HANDLJNG ENGINEERING E DATE 5- 22-1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 CALCULATED BY 161 ATLANTIC STREET • POMONA • CA 91768 TYPE 3 _ 1,500Ib. _ 164## _ 219# SPECIFICATION _ 6 1 .-- - MAIN STEEL 50000 PSI Fr 1,500 1224 74" 162# - BASE PLATE STEEL 36000 PSI 5 —s. _._.., - ANCHOR - WEDGE TYPE 1/2 x 2 -1/4 MIN. E ; T - FLOOR SLAB 5" X 2000 PSI. REINFORCED 192" 1,500Ib. 79# 5 u 106# - SOIL BEARING PRESSURE 1000 PSF Ti___. 4 1,000Ib. . 41# 54# # if - SEISMIC ZONE 3. 2p" - 1,000 lb. 27# 36# - TYPE = INTERCONNECTED UNITS. 2 „ 2 ♦ + - BASE SHEAR FORMULA = ZIC(wLL / 2 +wDL) /Rw 1,000 Ib, 5 " 3# 8# 2 ?" 1 / - II - 96" le 42" Iu= 96" SECTION AXIAL FORCE MOMENT BEAM MOMENT 1 4,050 lb. 2,355 i n.l b. 3,428 i n.I b. < stdconn. 2 3,500 lb. 2,501 i n.I b. 3, 422 i n.l b. <- stdconn. 3 2,950 Ib. 2,343 in.lb. 3,225 in.lb. <- stdconn. 4 2,400 lb. 2,107 i n.l b. 4,310 i n.I b. * stdconn. 5 1,600 lb. 3,512 i n.l b. 4,264 I n.I b. < stdconn. 6 800 lb. 2,016 i n.I b. 2,508 I n.I b. <- stdconn. TYPE 3 DESIGN LOAD = VARIES BASE PLATE COLUMN BEAM N/ 3X3X13GA(LU75) -s 7.75 X 5 X .375 COLUMN STRESS =0.31 3- 5/16X2- 3/4X14GA/311 B Mbase= 2355 in.Ib. MAX LOAD/LEVEL = 2,796 Ib. BEAM I S O.K. OVERTURN! NG BRACING SLAB & SOIL V HORIZONTAL .4 DIAGONAL .4 .‘f ANCHOR STRESS = 0.08 1 1 /2 X 1 - 1/2 X 1 4 GA 1 1 /2 X 1 - 1/2 X 14 GA PUNCT. STRESS = 0.59 # CF ANCHORS = 2 STRESS = 0.09 STRESS = 0.25 BENDING STRESS =0.59 I . SEI ZMI C 1 PROJECT BAt , iTT BRASS & COPPER INC. F OR MORRISON CO. (J.G.) SHEET NO. 9 OF 18 MATERIAL HANDLING ENGINEERING BY E . Y . DATE 5- 22-1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 TY E4 SPECI Fl CATION 1 - MAIN STEEL 50000 PSI 61" 1,000 Ib. 228# 304# 6F - BASE PLATE STEEL 36000 PSI 5 T - ANCHOR -WEDGE TYPE 1/2 x 2 -1/4 MIN. EM EDM 1, 000 lb. 167 61" 223# 4 - FLOOR SLAB 5" X 2000 PSI. REINFORCED 240" 4 —� - - ' 1 ---- 4" - SOIL BEARING PRESSURE 1000 PSF 1,000Ib. 10 7' x ' 5 . 143# - SEISMIC ZONE 3. 2 „ 3 - TYPE = SINGLE ROW UNITS. ,,f " . 2 1,400 lb. 97# X30# - BASE SHEAR FORMULA = ZIC(wLL+wDL) /Rw 2� 1,4001b. Ib . 8# 5 " X 65# z ., 1 ,�-- 96" - -, ,I` 42" 4 Iu= 96" SECTION AXIAL FORCE MOMENT BEAM MOMENT 1 3,150 lb. 4,385 i n.l b. 5,771 i n.I b. <- stdconn. 2 2,400 lb. 4,357 i n.I b. 5, 403 i n.l b. <- stdconn. 3 1,650 lb. 3,649 i n.l b. 5,250 i n.I b. < stdconn. 4 1,100 lb. 4,851 i n.I b. 4,823 1 n.I b. < std corn. 5 550Ib. 2,796 in.lb. 2,398 in.Ib. <stdconn. TYPE 4 DESIGN LOAD = VARIES BASE PLATE COLUMN BEAM 3X3X13GA(LU75) 1/ 7.75 X 5 X .375 COLUMN STRESS =0.35 3- 5/16X2- 3 /4X14GA /311 B M base =4385 in.Ib. MAX LOAD /LEVEL= 2,7961b. BEAM I S O.K. OVERTURNING BRACING SLAB & SOI L V HORIZONTAL N i DIAGONAL ..J 1./ ANCHCR STRESS = 0.12 1 1/2X1 -1/2X 14 GA 1 1/2X1 -1/2X 14 GA PUNCT. STRESS = 0.60 # CF ANCHORS = 2 STRESS = 0.13 STRESS = 0.36 BENDING STRESS =0.59 SEIZMIC �' PROJECT II BAILETf BRASS & COPPER INC. FOR MORRI SON CO. (J.G.) SHEET NO.. 10 OF 18 MATERIAL HANDUNG ENGINEERING E.Y 5-22-1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 CALCULATED BY _ DATE 161 ATLANTIC STREET • POMONA • CA 91768 LOADS & DI STRI BUTT ON :TYPE 1 1 UVE LOAD PER SHELF (BASED ON CUENT SUPPUED 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 Z =.3 2,000 Ib. 405. I =1 6 C =2.75 4" Rw (LONGITUDINAL) = 8 240 " 4 2,000 lb. 30„x# r � 5 Rw (TRANSVERSE) = 6 2,000 lb. 2/ wDL =1001b. 2,ri , 4 1,400 Ib. 05# al 3 1,400 Ib. , Z0# _I NTERCONNECTED UNITS. z f , , 2 1,4001b. 1 35# / zi n _1 LONGITUDINAL DIRECTION VI ong = .3 * 1 * 2.75 * ( 10200 + 600) / 8 �` l u = 96 96" VI ong = 1,114 lb. Fi = V Whi /EWh _ TRANSVERSE DIRECTION 61 " 540# VI ong = .3 * 1 * 2.75 * ( 10200 + 600 ) / 6 Vtrans = 1,485 I b. 61" Fi = V Whi/EWh 241# IL 140# 93# Alo 5 �6# TOTAL FRAME LOAD = 10,800 I b. _ _ 42" 4 • S PROJECT BALIETT BRASS & COPPER INC. FOR MORRISON CO. (J.G.) SHEET N0. 11 OF 18 MATERIAL HANDLING ENGINEERING CA L CULATED BY E.Y. DATE 5- 22-1995 TEL: (909)869 -0989 • FAX: (909)869 - 0981 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 = 1 , 1 1 4 1 b . P I VC 01 = 557 lb. _ - F 1 = 18 I b. F 6 = 203 I b. 23 i n. Col. oon F 2= 35 I b. F I - � mo ...� — F3= 53 Ib. 23 in. _ I cot to slab. F 4 = 98Ib. F5= 151 lb. BASE PROVIDE PARTIAL FIXITY. SEE BASE PLATE SHT. Mbase = 5847 i n.I b. Mupper + MI ow er = Mconn'R' + Mconn'L' Mconn "L" I n..... Muppar Mconn'R' = Mconn'L' 1 ---- + - ) Mconn * 2 = Mupper + Ml ow er Mconn = ( Mupper + Ml ower]/2 M lowe RESULTING FORCES ON COLUMN Ili SECTION AXIAL LOAD MOMENT Mconn n Mbaza 1 5400 5847 - 13 SLAB 7424 2 4650 6202 7400 3 3900 5798 6896 4 3150 5193 8926 5 2100 8658 8814 6 1050 4970 SEIZMIC PRO JECT BA NETT BRASS & COPPER • MOR R I SON CO. (J .G.) INC. FOR SHEET NO. 12 OF 18 MATERIAL HANDLING ENGINEERING CALCULATED BY E.Y. DATE 5- 22- 1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 COLUMN ANALYSIS :TYPE 1 COLUMN IS ANALYZED PER AISI COLD - FORMED STEEL DESIGN MANUAL. Pmax = 5,400 lb. Mmax = 5,847 i n.l b. Kxlx /rx = 1.2 * 22 / 1.2291 = 21.5 1.41 A i, --T— Kyly /ry = .8 * 52 / 1.08 = 38.5 < GOVERNS == _= Cc = (an /2E /Fy)5 =107.0 B _ _ SINCE KI /r = Cc, Fa = .522Fy " [(kl /r* Fy)/ 1494]/2 = 24,438 psi. ,L.. fa = Pmax /Area ■I k— C = 6,878 psi. fb = Mmax /Sx SECTION PROPERTIES = 7,357 psi. A= 3" B= 3" C =.75" D =0" fa /Fa = 0.28 >.15 E = 0" Wt = 2,784# F'e = 12rr'2E /23(Kxix /rx)' ti = .0897" t2 = 0" Area _ .7851"A2 F'e = 323,681 psi. Ix= 1.1923 "M4Iy =.9171 "'4 Fb = .6*Fy = 30,000 psi. rx = .7948"/G 1A2ry = .5843"A3 0 "A2 Cm *fb /Fb[1- fa /F'e] =0.25 _ _ _ _ COMBINED STRESS = 0.53 t 23" 52" _ 1 + 2 52" .i/ 4-- Front View Side Vievt • S IC 1 PROJECT B44ETT BRASS & COPPER INC. FOR MORRISON CO. (J.G.) SHEET NO. 13 OF 18 MATERIAL HANDLING ENGINEERING E.Y. 5- 22-1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 CALCULATED BY DATE 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. act = 96.0 i n. .75" -, I max = [1950 + 1200(M1 /M2)]b /Fy 1.75 " — 1, SINCE M1/M2 = 1.0 r" I 1 max = 3150* b/F = 173 i n. I y 1.625 SI NCE 1 max > I act Fb = .60Fy = 30,000 psi . `__ MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON 3.3125' 1) BENDING CAPACITY M = Sx* Fb =wl /2/8 t =.0747 in. = 18870i n.l b. J CAPACITY = 2(8* M /1) = 27951b. Sx = 0.629 i n.A3 2) MAXI MUM ALLOWABLE DEFLECTION (L/180). Ix = 1.132 In.A4 A = 5w I M•/384EI CAPACITY = 2[(384E1)/(5* 180* 1 /2)] = 30921 b. MAXI MUM STATIC LOAD PER LEVEL I S 2,796 I b. ALLOWABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL. M stati c = wI *2/8 = LI VE.LCAD* L /(2* 8) Mal I ow(stati c) = Sx * Fb M 1 mpact = 1.125 *Mstatic Mal I ow( sei smi c) = 1.33 * Sx * Fb Mseismic = Mconn (SEE LONG. ANALYSIS) LEVEL Mstatic Mi mpact Mal low Mseismic Mal low RESULT 1.125 Mstatfc (static) (seismic) 1 8400 9450 16773 7424 25159 GOOD 2 8400 9450 16773 7400 25159 GOOD 3 8400 9450 16773 6896 25159 GOOD 4 12000 13500 16773 8926 25159 GOOD 5 12000 13500 16773 8814 25159 GOOD 6 12000 13500 16773 4485 25159 GOOD SEIiNCZM. IC PROJECT BARNETT BRASS & COPPER FOR MORRISON CO. (J.G.) SHEET NO. 14 OF 18 MATERIAL HANDLING ENGINEERING CALCULATED BY EX. DATE 5- 22 -1995 TEL: (909)869 -0989 Y FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 BEAM TO COLUMN CONNECTI®N Mupper Mconn= ( Mlower + Mupper )12 + Mend Mconn. Mconn. CAPACITY OF CONNECTOR 00 0 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= 65,000 psi min. Pmax brg. = Area * Fbearing =.5t *2.22 *Fu P1 W 1 = 5,389# > 3,000# • c) MOMENT CAPACITY OF BRACKET 4 „ S bracket = .110 " ^3 P2 1/2" Mcap = S * Fbending IMF = .110 *.66 *Fy C= Mcap /.75 =1.11 P1 1/2" P1 = 1.20 Mcap 1 5/8" -7 = .0872 Fy = 4,360#> 3,000# SINCE PLUG GOVERNS P1= 3,000# =1.11 P1 3"/ 1 eff. Mconn. cap.= P1 * 4.5 + P2 * .5 = 4.555 * 3,000# *1.33 t =7ga. = 18,220 # Sbracket = .110 "^3 SEIZMIC PROJECT BAw4ETT BRASS & COPPER INC. FOR MORRISON CO. (J.G.) SHEET NO. 15 OF 18 MATERIAL HANDLING ENGINEERING CALCULATED BY E•Y 5- 22 -1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 • DATE 161 ATLANTIC STREET • POMONA • CA 91768 1 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 IT WILL GOVERN. DIAGONAL B RACING : COMPRESSI O MEMBER L di ag. = [(L- 6) /2+(D- 2* Bcol) /2]/5 58.4 DI= 58.4" Vdi ag = Vtrans * Ldi ag. / D = 2065# r' L= 52" kI /rmi n = [ 1 * 58.4 ] / .488 1 =119.6 Fa = [12u '2E]/[23(kI /r) '2] =10422 psi. fa /Fa =Vdiag/(Area*Fa) D= 42 0.61 DI AGCNAL AND HCRI ZCNTAL BRACING W r ....� �' Area= .325 "A2 $ I r mi n= .488 " j H t= .0747 " W. 1.5 ± H. 1.25" • • SEIZMIC 1 PROJECT BAk'ETT BRASS & COPPER INC. FOR MORRISON CO. (J.G.) SHEET NO. 16 OF 18 MATERIAL HANDLING ENGINEERING CALCULATED BY E'Y' DATE 5- 22-1995 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 = 1485 I b. Mot = Vtrans * ht * 1.15 = 1485 * 133 * 1.15 r 228329 in.Ib. 61 " 540# Mst = l(Wp +.85wDL) * d/2 _ ( 10200 +.85 * 600) * 42/2 6 40 # 224910 i n.l b. Pupi i ft = 1(Mot - Mst) /d ..41# 11 140# =811b. — 4 93# TQP_S,HELF LOA DED sJ�— X46# SHEAR = 288 I b. _ Mot = Vtop * h * 1.15 42" - 71' = 288 * 190 * 1.15 = 63091 i n.i b. Mst = (Wp +w DL) * d/2 = ( 2000 +.85 * 600) * 42/2 = 52710in.lb. Pupl i ft =1(Mot ,- Mst) /d = 247 lb. <- CRITICAL USE 2 ea. 1/2 x 2-1/4 MIN. EMBEDMENT MIN. EMBED. ANCHOR. CAPACITY OF 1/2 x 2-1/4 MIN. EMBEDMENT = 550 lb. PULLOUT & 1810 lb. SHEAR COMBINED STRESS1 = 81 / 1100 + 742 / 3620 = 0.28 COMBINED STRESS2 = 247 / 1100 + 144 / 3620 = 0.26 f ► � t r 1T B & COPPER • SEI ZMI C PROJECT IN C. FOR MORR ISON BAI CO RASS . (J.G.) SHEET NO. 1 7 — OF 18 MATERIAL HANDLING ENGINEERING CALCULATED BY E.Y DATE 5- 22-1995 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 = 5400 lb. B =10 i n. D = 8 i n. t = .5 in. Mb = 5847 i n.I b. b = 3 in. b1 = 3.5 i n. P/A = Pcol /(D* B) = 67.5 psi. M/S = Mb /((D* B/2)/6) = 43.85 psi. oak 14.1_ fb2 = 2b /B *fb =30.69 psi. fb1 =fb -fb2 = 13.15 psi. bl 4 ' b , bl Mbase = wb1 '2/2 = b1 '2/2[ fa + fb1 + .67fb2] n Mbase = 619.4 i n.l b. Sbase = 1 * t /2/6 = 0.0417 i n./3 fa J1 Fbase = .75Fy * 1.33 =36000 psi. fb2 fb /Fb = Mbase /(Sbase *Fbase) = .41 fb fbl ANCHOR TENSION 1Mo = 0 T *d2= [Mbase- Pcol *b /2] Pcol T = Mbase /d2 - Pcol * b /2d2 T = -410 lb. • Mbase Mbase Mbase ---- -- d2 �- di SEIZMIC PROJECT BAR,.cTT BRASS & COPPER INC. FOR MORRI SON CO. (J.G.) SHEET NO. 18 OF 18 MATERIAL HANDLING ENGINEERING CALCULATED BY E.Y DATE 5-22-1995 TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 SLAB AND SOIL TYPE 1 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. fa) PUNCTURE P max = 1.4 DEAD LOAD + 1.7 LIVE LOAD Pmax = 1.4 * Pcol + 1.7 * (Mot /d) = 16,802 lb. Fpunct = 2 *sgrt(f'c) = 89.4 psi. = P A unct [(w +t /2) +(d +t /2)]*2 *t 230.0 in./2 r:tii: % tir.�%;i %i:•;: Vii:;:; ?S!::iij;::�ii: :; >.. fv/Fv = Pma A unct *F uncfi = 0.82 is:j %i }i':i'l::: :ii.i } „v <i.y:•::':;'!. %: .: •. v4$!i:iv,'. (b) SLAB TENSION Asoi I = Pmax /(1.33 * fsoi I) = 12.60 ft./2 = 1,815 in.'2 L-- L = sgrt(Asoi I) = 42.6 in. B =sgrt(w *d) +t = 13.9 in. b = (L- B) /2 = 14.3 i n. Mconc = wb'2 /2 = (1.33 *fsoil *b /2)/(144 *2) BASE PLATE 950.3 in.Ib. w =10 in. Sconc = 1 *t /2/6 = 4.17 i n.n3 d =bin. Fconc = 50 *sgrt(f'c) = 201.25 psi. CONCRETE f b /Fb = Mconc /(Sconc* Fconc) = 1.13 t = 5 i n. f'c = 2000 psi . SOIL fs =1000 psf. • . , , .• ; ''• ,_ • • • ornate tieatmenl 8633. p r / f k - it :OX r: C. ' ' • 1 ( 5910 3/0' x 2-1/4" 3/0' 2" 50 300 10 100 000 3 5914 3/8'x 3.1/2' 3/6" 2' 50 300 12 Ito 800 5 5810 3/0' x 4' 3/0' 2" 50 3110 14 60 300 0 5930 1/2" x 2-3/4' 1/2" 2.1/2" 50 200 10 ,.,, • • 50 300 11 5934 1/2' x 4`3/4' • 1/2' 2.1/2' '25 150 20 u` - 60 300 12 5944 5/0' x 5" 5 /0" 2-3/4' 15 90 47 60 300 14 5948 5/0" x 7' '3 /0" 2.3/4" 105 00 67 25 150 21 5954 3/4' x 5.1/4' 3/4' 3" 15 60 70 25 150 20 5957 3/4' x 8 -1/4" 3/4" 3' 1U 40 t 10 • 25 150 32 The publishod length Is measured from below the washer 10 the end of the 25 120 20 anchor. 20 12(1 40 •� .. 15 90 47 7 LOAD CAPACITIES FOR STAINLESS STEEL RAWL -BOLT 15 60 77 an 15 9U 47 ' ; ,f , r4tal!f .• .,.,i:l1ii,is'ilrr" r. .1 Q '' "'`, • • I0 on 50 : t *jig UIi4W) 'tI11:J19 1 t•J•t(tl•1' l uau ta' i : '_', i yJ.;tu:iLQ 'Hiatt . 10 00 70 • • ' 10 40 105 3/0' 2' 20 4,015 0,525 4,040 7,075 5,310 7,075 • 10 40 110 318' 2.1/2' ■ 20 5,200 7,270 5,500 0,155 6,279 0,265 ' I _ rer to the and of Iho 3/0' 3.1/2" _20 5,505 0,7/0 0,150 0,525 0,900 9,055 i 1/2' 2.1/2" 35 5,935 9,495 7,415 9,675 7,405 9,075 :QLT° 1 /2' 3' 35 7,325 10,150 9,4110 10,090 9,4611 10,090 ,•- • Insert fornind In l/2'.' 8 "_ - 35:_ •';.fld100 •12,030 "0,400 14,740 9,480 ,14,740 ;*1i, an alien wrench 5/0' 2.3/4" (30 • 0,070 1!1,005 0,440 15,005 9,255 15,0(15 • • 5 /0' 3' 00 0,015 19,625 9,005 19,005 11,135 21,290 ' • 5 /0' 4' 60 10,450 20,005 11,400 20,290 13,200 21,540 • 60 300 14 516' 0' 00 11,255 20,545 13,470 20,095 15,000 22,1155 ' • • 50 300 17 50 300 20 3/4' 3' 90 10,460 20,140 10,475 10,140 11,175 2.0,140 25 150 20 3/4' 4' 911 12,010 25,175 14,0 20,705 10,300 20, ■ 15 fl0 57 314' 7' 0(1 14,170 20,040 10,540 29,040 20,120 29,040 +; - NOTE: The vnluos Ilslod above aro Wilmot° load capacities In pounds EL RAWL -BOLT which should be reduced by minimum safely factor of 4 or gloater to t i,fi�� I determine lire allowable working load, nelor to the section an Selection i' j r.- and Specification of Anchors for details. ' � nar %1140 : I�'dt' �':' • 1590 2,450 1,090 FIXTURE CLEARANCE HOLES • 1,890 2,450 1,090 , 1575 5,310 7,875 Since the Rawl -Bolt Anchor Is designed 10 be driven - 8,155 0,270 0,255 through the fixture, the following table lists the minimum 8,525 7,550 9,055 recommended clearance hole to be provided in the 9 7,405 11,400 fixture, The clearance hole should be adjusted to allow 10,590 10,545 12,005 for any coating applied to the fixture • 1,749 11,480 14,435 5,005 9,253 15,005 Anchor Size _ 1/4" 3/8" 1/2" 5/8" 3/4" - I '0,995 11,135 21,290 Mumma) l loln 5/10' 7/10" 9/10" 11/10' 13/10' ' •x290 15,000 21,540 - y' ••1,895 18,045 22,055 I . 040 11,175 20,140 t: • • ••,525 14,005 29,705 ! , -,705 18,050 30,905 •+,125 24,070 33,155 + capacities In pounds ' • • or of 4 or grunter lo section on Selocloon I 1 , I ' 35 f, • • .. 1✓ ` ! SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 - 0989 FAX: (909) 869 - 0981 FAX IRAN tETTAJL COMPANY CITY OF TUKWILA DATE: AUG 1, 1995 ATTENTION: DAVE LARSON FAX: 206- 431 -3665 NUMBER OF PAGES: 1 (COVER PAGE INCL.) TELEPHONE: 206 -431 -3678 SUBJECT: BARNETT BRASS AND COPPER (95 -394) I N NN//NMN/N /NAI/% N/ANNANN H/NNN//INAW HH/H HIH/ MHAVA VA'///✓ MNI/ N/ MY WiOiY// d/N /H ///AMMIAAWSWAh1)YM/N/.... IN76WN/IMY/IA AAANYAWAHAVA/ NAZI / VA IN/ M/ I/ IN// NIHWNW IL// N/ N /AY/l/I/%YV/NNN/IMAI/N//WAAW// %%H MEMO PER OUR PHONE CONVERSATION EARLIER TODAY: THE HILTI WEDGE TYPE ANCHORS FOR BARNETT BRASS & COPPER RACKS 00itQT REQUIRE SPECIAL INSPECTION. THE VALUES USED WITHIN THE CALCULATIONS FOR BARNETT BRASS & COPPER ARE "WITHOUT SPECIAL INSPECTION ". IF YOU HAVE ANY QUESTIONS, PLEASE GIVE ME A CALL f ;�'y , .�xs►.; „ . 29558 w 10 0 1; 15-1 . E.WP I EXPIRE S BY: ERIC YOSHIMURA 161 Atlantic Avenue Pomona California 91768 Contractors License *6 374 CITY OF I:lMLA AUG 0 2 ly:,., PPI7MIT 60,40LA �4s City el Tukwila o FIRE DEPARTMENT 444 Andover Park East p Tukwila, Washington 98188 -7661 Z' (206) 575 -4404 190B John W. Rants, Mayor June 21, 1995 Fire Department Review Control #895 -0184 (512) Re: Barnett Brass & Copper, Inc. - 1151 Andover Park West Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. 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 3303(d)) 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)) 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. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106 - 12.111) �J� w«a � �sl u Tukwila y Q y� FIRE DEPA -.� 444 Andover Park East Tuk Washington 98188 -7661 - '� (206) 575 -4404 • 1908 • John W. Rants, Mayor Page number 2 3. 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) The storage of idle (un -used) pallets is limited to six feet in height by the Uniform Fire Code. If storage quantity in excess of six feet in height is required, outdoor storage must be utilized. (UFC Standard 81 -1, 4 -4,1) 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)) 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) 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) Maintain minimum 6" longitudinal flue space between back to back racks. 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 �iJ�`y1Lq wQ It (.� T C s , � City o u Q . 2 FIRE DEPARTMENT .1 0 444 Andover Park East • p Tukwila, Washington 98188 -7661 (.1) - 2 (206) 575 -4404 . 190 . John W. Rants, Mayor Page number 3 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. Yours truly, 5p The Tukwila Fir P Prevention Bureau cc: T.F.D. file ncd • WAREHOUSE PROPERTY ASSOCIATES 3201 fah-view avenue east Seattle, washington 98102 phone 20B 329 -7075 June 9, 1995 fax 206 329 3846 City of Tukwila Department of Community Development - Bldg. Div. 6300 Southcenter Blvd. Tukwila, WA 98188 Gentlemen: This letter is being submitted, together with a Building Permit Application from Barnett Brass & Copper, Inc., for some "pallet racking" in the space known as 1151 Andover Park West. Warehouse. Property Associates, the owner of the above described property, hereby gives our permission for the application and for the work to be accomplished. Very truly yours, WARE OUSE PROPERTY ASSOCIATES James M. Hayes Managing Partner JMH/pc 1316 -- 0 1 1 1- RECEIVED CITY OF TUKWILA JOIN I 3 1995 PERMIT CENTER STA.'.''.', OF WASHINGTON, ss. Counl:y of King ) On this day personally appeared before rte • 9 ry, t S m i H Ay-e.S to re known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that 1 signed the same as Wt$ free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official :seal this 9 d ay o � 1 e , 1 9 9 - •`�� P A T p / 0: ►► ►o /3/ s � = 4,O s4 � , 's C!,�'l./� g � i o r s Q �5., Notary Public in and for the 7ate `1 %,� < .,�.� Y . 4� of Washington, residing at ?-ee►-¢ (-1- �� 4 C S� ;, ,,,.... • . 1 RECEIVED. CITY OF TUKWILA JUN 1 3 1995 PERMIT CENTER ' / -- .11. .. -••. —_ —....- n, - - - , , 0 a 14 4 .: lAl 1 -- ' • // n " TYP. 41 lie" D i v4" 0 s -Peas 7ns a srua �/ � �, 5 0 11/2', 6 "Ur112" 1/9" 1" TYP. lr I , l _ © --1- 2" 3u4" \ �� , ippo, - - i 1 -) 3" APPROX. ► \ <a) .41 � - ' gl O. rf / ' I I ATTACH W/ 1/4" 0 BOLTS �l I 1N%: O 0 4 1/8 1 /4 4 0 3" 0 LIZI a VIEW 'A' of © VIEW 'B' TYPICAL BRACING TO COLUMN CONNECTION 0 NOW SPACER (14 GA IRK.) GENERAL CONFIGURATION TYPICAL BEAM TO COLUMN CONNECTION ill r f I NOTES: 1. STORAGE 50 6 REAM & CONNEC ONLY RK DESIGNED PER SECTION 27 -11 OF THE 1991 UBC STD. 2. STORAGE CAPACITY: SEE DRAWING NO. 95-394B TYPE 'A' BEAM WELD TYPE 'A' BEAM WELD 3. POST LOAD SIGNS AT CONSPICUOUS LOCAI IONS NOTE: ALL WELD =1/8" 11 IK. NOTE: ALL WELD =1/8" 1l ik. — DEPICTING THE DESIGN CAPACITY OF THE RACK USING A PERMANENT PLAQUE NOT LESS THAN 1" - t 3/4" - _ - 1" 1" • 50 SQUARE INCHES ` 4 . L. A. CITY FABRICATOR LICENSE #777 rt 5!8 —On r 1 3/ ''�' — r 5. AST M A570 FOR SHAPE Fy = 50,000 PSI GRADE 50 8 FI ( 0 FI 6. ALL BOLTS A307 (UNLESS NOTED) g • 0 '° 11/32" O " SEE UftAWIN(a NO. 93 -3940 rail 7. ANCHORS I lILI I KWIK BOLT 11 OR APPROVED EQUAL e 4oz� • 3 5116" IH 14 GA �I YPII:AL S'I URAGE HACK CHACK ELEVATION ICBO , I . R. / rz494 s 6.. �„ 8. CONCRETE 5 r 1 IIC x 200 PSI j ! 9. SOIL BEARING PRES 1000 PSF l�J ' U 0 V 5B 0 »oi • s -- O 1 is I 6 0 f i I FILE COP .a, .J, L Of IMOLA .v - 15/8" 7GA - 15/8 "., - 7GA�1 A PPROVED USE ON TY P un that AC the sre Pr sub ect to er rors and apO U 1 6 1995 Ma do not auth ls � d 30Y fl T Ofi adopted code or ^. n ordinanc. r �^ © REAM & CONNECTOR roved plans \( Ybtt . of ap tra copy 2 -1/4 "_ suI DING DIVISION By ;�✓ 0 :A IN. EMBDMNT 7 e 5 es5 11/8" 2 3/4 "‹ TYP. ; ii:J i ` '� ``G` Date CIS 0 -- < TYP Permit No. 0 .- irt V t 3/4" - 1/2" 9/16"D 2 F114F114213 Q PER BASE PLATE RECEIVED CIT Y OF TUKWILA COLUMN \ -9/1"1- 9/ 1 JUN N 0 7 1995 4 6 "I) \ O — 1 1/2" — „ 50 en , I- Sent a PERMIT CENTER � 1/2" 0 ANCHOR r 4 1 2 1 /2" _J BASE PLATE ENt�1 I IA N IX — I © — 14 GA 1 1/2" OP VD'` SEI ZMIC MA7 En1Al. 11ANOLIN�i 13 GA. — J 13 CAA. 1 "1YP CUNCREI r 1 J , A , INC. 161 A71AW IIC MEET -- P11. 3/8" 11IK. I YI . — — 3 -{ I ° e 2 -1/4" MIN. EMB. � Ir LS I. 1985 PUMU r�tlrini 917 RAP - — WNM �I' e • ! , /� Te 909 8 89. 81 „{ W ,� „ { p ( ) 0989 Fax (911 91889 09 1/ CONNErl 1 / 8 C ORNER � , 10 CALIFORNIA 7/8” TYP. 3" " v . SCALE DRAWN BY .1/___ • ° �� CONYRACTORS NONE GARY 1" rYP. 1 /2 111111. 111 " G d. , ,� / 1 l • / LICENSE DAIE APPRflVFD BY 7 3/4 L 1,� !k , fl: r �.l !l 11r�' I Bx am 4 -12 -96 I NO.665374 5/22/95 SAL E. FA I E EN 10" ' SOIL nESCRIPTiDN USE ON TYPE 1 ONLY STORAGE RACK DETAILS (INTERLAKE TYPE) — (±) I IU111yC�N�/ L ADDRESS 0 2A COLUMN & BASE PLATE O 20 COLUMN & BASE PLATE ANCI IOR ICDO 1/4627 DARNETT PARK URASS & COPPER BRACE 1149 ANUOPARK WEST, TUI(WILA, WA DRAWING NUMBER 95-394A (5616......_ og zy ■ TYPE 1 TYPE 2 6"Flue Space t ____ 96" 42" 96" t30t 42"' I te. I TYPES 6 "Flue Space --t 50" 4 Q> 50" 61 "— 96" b I I 42" I 42" 61" 1 I mr 2,000Ib. 1 - - � 49" 4' " 49" 4: 74" 1,500 lb. 1 7411 2,000 Ib. 61 N _ = 500 lb. 61" .4. 240" 49" 240" 4 4 9" t 1,500 lb. 192" 1,5001b. �I� 2,000 lb. _ " 52" 52" 52" 23" 52 1,400 lb. 23" 1,000Ib. - 1,000 Ib. 4 _ ." 23 1,4001b. 1,000Ib._ _ 1,000Ib. , 1,4001b. 23" 52" _� 52" 52" 1.000 Ib. 52" 1,000 Ib. - _ — N ---21/4- 23" ---�- 23" _� Front View Side View 8" Front View 8" Side View 8" Front View Side View 8" 2B 2B v v i 4 . m m w a TYPE.4 12" Flue Space l ' ---- 96" 42 " 1 42" 42" --/- . - - -_i_ - _ --- --Jr 55" 61" 61" 4 1,000 Ib. 49" de 74" .. .., 1,000 lb. 61 61" 240" �V 49" 4 i_......._ 4 1,4001b. 52' 52" 52" 29" 1,400 lb. ' } _IF_ ..... 4 29" 52" 52" 52" n = EIZMIC MATERIAL HANDLING .. — 52 `` �;1 INC. ENGINEERING 1,400 Ib. � 181 ATLANTIC STREET 29" EST. 19 POMONA, California 91768 1 4 r Tel. 4909) 8694989 • Fax (909) 869.0981 ` Front View Side View 8" 8" Side View 8" �� ,�A CALIFORNIA SCALE DRAWN BY .Y � CONTRACTORS NONE GARY LICENSE DATE APPROVED BY EXPIRES 4-12-96 I NO. 665374 5/22/95 SALE. FATEEN DESCRIPTION STORAGE RACK ELEVATIONS 113q511 ADDRESS BRASS & COPPE DRAWING NUMBER 01 gill 1149 ANDOVER PARK WEST, TUKWILA, WA 95 -394B MIN CITY OF�TUK ffi N n 7 lgfir • PERMIT CENTER , 1 �" • Wolk Thru i ,.. Dock Door Dark Door I Dock Door _. !t _ _ _ : . 1 tm Romp re-quip r Mum I Eleck , Showroom Expansion L ._ x+ • � OPENING- -- , 22'Wide 1 - - - !6 , C — -- /6 6 ., — l - •: x , ' .. l2' High to.... 0 BARNETT INC — . -ii i 1 -- -- 6- lI' 1149 ANDOVER PARK WEST .it— /s's` a TUKWILA, WA. I • ....., 5 -8 -95 r . K" a 0 a • ® ® Fort 8 1 ® 0 0 ® . el ._ - _. f 6., inn ..in nwol s• a! i TING_ 1JQH f - `— ®- 15 Each 400 Watt Mato/ Halide 1 "Aisle Lighter' Fixtures 1 d -- -- — --- — — .�i O aft 3 Each 400 Watt Metal Halide j i ® 0 — 0 o "High Boy" Fixtures 1 0 I �� ;�. ..� .� ..-J o ® �._ ;� �_ __ _ _ L 1 i I-- 1 `� t> fit, ® 0• ®! I 1 I . i a • • L 1 ..... , ._ _ . _ - --c-6610--- -- 66 1 0— 72" -0-- 66" 1 ---qc- 66'4- -- —4-42'6" 6" 1," ' O 240• N =L. ,\• IL . \ \ 7J eb es ' it • - . e 20" 11 \- ] i N 42• /lc/ i 2• /frtfr k 2 i + � ‘\_____ �Itr P R OV —. AP Drit 72 I r �._ ate.... -- -- - -_._- 9 f3oJl r --- 1 16 IC EXISTING SPACE � NEW SPACE ! 2 ' APPROVED N. FLAMMABLE OPENING ., _� 2 Each R td Row S p over �' AUG /0. 1989 MATERIAL 9' 1de Between ach Upright 13111 IN D S►ON -, REMAINS � SAME • l N ~ `'--- AISLE TIES AT TOP OF EACH UPRIGHT - G" > i LOCATION ALL UPRIGHTS ANCHORED TO FLOOR Crcr O F rc CEN TUK°wiw r 0 I to : WITH SLEEVE ANCHOR II reaMIN fl 7 1 E aN TEa LIES ► � ALL SHELVING- NEW SPACE WIRE D o Zoo ib4Copo of O ®® MAY 2 2 Ea /300 lb. Capacity of