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HomeMy WebLinkAboutPermit B92-0383 - CONESCO STORAGE SYSTEMS - STORAGE RACKS(. 5 r‘.5) ''eaTetilmA \1E0 STO sl5dwr"teorkisks Permit No: B92 -0383 Type: B -RACK Category: Address: 3225 S 116 ST Location: Parcel #: 092304 -9066 Zoning: M1 KR314E SEC923 Contractor License No.: City o► Thkw lL Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT INSTALL RACKS: Perm it Center Authorized 'Signature Date? Da t e : Tit1 Rack Storage Dim ensions. -: LinearFee -t -x Height 54 12:0 . 0 .0 . 0 .0 Status: ISSUED Issued: 11/03/1992 Expires: 05/02/1993 (206) 431 -3670 Phone: 206 431 -9630 TENANT CONESCO STORAGE SYSTEMS 3225 S 116 ST STE 181, TUKWILA, WA 98168 OWNER BEDFORD PROPERTIES INC 12720 - GATEWAY DR., SUITE 107, SEATTLE WA 98168 CONTACT FRANK, RAY Phone: 206 3225 S 116 ST STE 181, ;;,TUKWILA,,WAz ******************************* 4************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: 431 -9630 otals 648 Edit UBC ion: 1991 Valuation: 750 00 I'ota Permit ree: 17.46 ********* 4* '***** * *4(* * *4r * * * ** ** * '** * * *. * * *` ** 0( * *,k * * * * * * * * *. * * * * * *. ** * * * * * * ** • • I hereby` certify- 3ha.t I have read and this permit a'n:d,..kn6W the same to be `.true ;,and correct. All provisions .of .l aW and ordinances governing',th'i,s'work will be complied Whether :specified `her,.e.1,n or not. The grantingof this.:permit does not presume to give authority; to violate or cancel the'-provisions of any other state or local laws regulating construction or 'the per- formance' of . work. I am" author.i'zed to�sign for and obtain this building permit. Signature:_ ______ Print Name: gWYWw6-1 'IJw This permit shall become null and`Voidif the work is not commenced within 1,80 days from the date of issuance, or if the work is suspended or abandoned for a.period of 180 days from the last inspection. PERMIT NO. CONTACTED a. ef an DATE READY DATE NOTIFIED — I .. BY: , 0 init. a_„ri. I P BY: (init.) BY: Init. PERMIT EXPIRES 2nd NOTIFICATION 3RD NOTIFICATION AMOUNT OWING • / BUILDING('ERMIT APPLICATION TRACKING PLAN CHECK NUMBER ia C INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans 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 ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) FU IOTA SQUARE FEET P T:ME BUILDING - Initial review FIRE O PLANNING O PUBLIC WORKS O OTHER BUILDING - final review OCC. LOAD REVIEW COMPLETED PROJECT NAME SITE ADDRESS ID 23 t\VA SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. EI OCC. LOAD PpOVEI�. 16 23 qz 'R ROUTED, ems 2i. z- INIT: INIT: INIT: ) C- Q YW-C--0 3\ 08P, SU E O f'Y) 3 1N9 v 1c1 1" A N Pau/i& masi g 10 /'?a occ. TOTAL TOTAL 1'/ M I ODICAp EX,77N4 Gd /LG Nor ea LOAD SQUARE FEET OCC. LOAD !.i(AFIC'CO 131f Td/E /'✓5T4I-G4-770N aP f'SE 44c/KS E( /P /ey a, K, w,4' ,'e 4'std EA/41t4, 4/72o/ P /NALA Poore P/EeJWrAvN.,, FIRE PROTECTION: FIRE DEPT. LETTER DATED: REFERENCE FILE NOS.: PUBLIC WORKS LETTER DATED: TYPE CONSTRUCTION: EQ UIREME CONSULTANT: Date Sent - MINIMUM SETBACKS: N- S- UTILITY PERMITS REQUIRED? ■ Yes C....M . Date Approved - S•rinklers • Detectors GI N/A INSPECTOR: 5/0 ZONING: BAR/LAND USE CONDITIONS? Ifr UBC EDITION (year): DESCRIPTION ?6,' MOUNT RCPT # DATE BUILDING PERMIT FEE l tfg NATURE OF BUSINESS: Ec u i p M t-' .i r PLAN CHECK FEE WILDING SU HARGE .5t 7 PROPERTY OWNER 0 er)FE,r -Plueapert.rri 14,014 POOL: -t~ t. i- (o L I7. ADDRESS t %cm -,,. ZIP OTHER: EXP. DATE ARCHITECT 4,�� TOTAL • SITE ADDRESS SUITE # it ,3 So. l j' Sv/ re / 63j VALUE OF CONSTRUCTION - $ 7.5 „ e'er' SESSOR ACCOUNT # o 4 , .2, ' 3 4. . ei Ca PROJECT NAME/TENANT Go Ne' Sex) S /a re) 04 l H TYPE OF 0 New Building U Addition Tenant Improvement (commercial) Li Demolition (building) WORK: ack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: S^t R 14 GE R A GEC, BUILDING USE (office, warehouse, etc.) . QP I C. /44risAFa,e,W NATURE OF BUSINESS: Ec u i p M t-' .i r 1't't )41 "P A- L i4AI -4. D�., I-46— WILL THERE BE A CHANGE IN USE? (g--KO 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 5 Tenant Space: Area of Construction: WI ERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: 7 PROPERTY OWNER 0 er)FE,r -Plueapert.rri 14,014 )..s s p*w.PHONE 6ClfmT 4,4 G✓6!4. PP q /6sq (PHONE ADDRESS 'J'Z.7241 C:rl'iTete mi. Ate. ark it CONTRACTOR $ 14 11.3 c..a ADDRESS t %cm -,,. ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT 4,�� PHONE ADDRESS ZIP CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 f PLAN CHECK NUMBER BUILDING OWNER OR AUTHORIZED AGENT I HEREBY. CERTIFY ,THAT I HAVE:;: READ;: AND:: EXAMINED::: THIS':: APPLICATION ; :AND<: KNOW. :. :THE:SAME T BE TRUE AND CORRECT, AND :I AM:AUTHORIZED:TO:APPLY: FOR :THIS:;PERMIT .: SIGNATURE Y. . DATE PRINT NAME BU1LDIra PERMIT APPLICATION f reZ vvt' "0 eP• Ftrs»", o,.► 1,4 ADDRESS PHONE CITY2IP ■ e le?a3e 37.2 -5 5a). 11 ' t it CONTACT PERSON ' AJ' F , PHONE `>✓.3 -6763© 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 AC EPTED lo 2.1 qo DATE APP_IC • TION EXPIRES 03/1679, COMMERCIAL NEW COMMERCIAL BUILDINGS/ADDITIONS • • Completed building permit application (one for each structure) Assessor Account Number Two sets (2) of the following: Li Specifications 1 Structural calculations stamped by a Washington State licensed engineer Soils report stamped by a Washington State licensed engineer Topographical survey Energy calculations stamped by a Washington State licensed engineer or architect ' Legal description Working drawings, stamped by a Washington State licensed architect, which include: • Site plan • Architectural drawings • • Structural drawings • Mechanical drawings • Elevations • Civil drawings • Landscape plan Completed utility permit application (one for entire project) Six (6) sets of civil drawings NOTE: See utility permit application and checklist for specific utility submittal reqUirements. RACK TORAGE C rvPleted building permit application F7r ,,S Assessor Account Number T (2) sets of plans, which include: Building floor plan showing: • • Entire space where racks will be located 17( Exit doors : • Dimensions a! all aisles Tenant space floor plan showing rack storage layout, aisles and • NOTE* Include dimensions of racks (heljht, width and length).. aisles Structural calculations stamped by a Washington State licensed engineer (rack storage 8' a rid over). • .• RESIDENTIAL •••:, ' NEW:SINGLE-FAMILY:•DWELLINGS/ADDITIONS • • I 1:Completed b uilding permit application (one for each structure) Legal, description. ............: • • • Assessor Account Number - draWingi::Whichlinclude. Site plan - (On plan sho closest hydrant location Foundation plan lncJude access to Tw•- • .iefs.3 '•• 1 "‘"! ° T - P CJ .•:-.• Floor plan ' buil showing • wldth.and lonth of SUEsMITTAL CHECKLIST • • • • • .•••• '•'" • • COMMERCIAL TENANT IMPROVEMENTS Cornialeted building permit application (one for each structure or ri Assessor Account Number •• , . •• : Two (2) sets of constructio n plans, which include: . — 1 site plan . • ' Location of tenant space ••• . • Existing and proposed parking • :. •• : • Landscape plan (if apPlicable, i.e., change of Use) • Overall building plan • . • Tenant location • Use of adjacent (common wall) tenant • Overall dimensions of building or square footage Floor plan of proposed tenant space , • Tenant space plan with use of each room labelled. • Exit doors, egress patterns, • New walls, existing wall, and walls to be demolished.. Construction details • Cross sections showing wall construction and method of attachment for floor and ceiling. • Structural calculations stamped by a Washington State licensed engineer may be required if structural work is to be done (2 sets)' NOTE: If any utility work is to be done, submit separate utility permit application and plans. REROOF • • : • ' • Completed building permit application (one for each structure) Assessor Account Number • . ": : being Installed : ...":.• I 1 Narrative describing existing roc., material being removed , and material . NOTE: ;4 certification letter is required prior to final Inspection and sign off of the permit. • • ANTENNA/SATELLITE DISHES Li Completed building permit application • Assessor Account Number:: . .......:*TWo (2) qets . of plans include Site Plan (showing building : and.lOCatiO60:anierinaiSaiellite'itliih) . ::::::','' Details antenna/satellite dish and method of attachment • •• • • .... ....• •• . . StrUCtUraLcalcUlationsStaMPed,bi* Washington State licensed engIneer may be required • * ***k** ***k* * *k***k ** ** **** * . kk** *A * *Jr*4,40;* *k ********** *,* * * *kk* ITY QF .T.U.KYJ�:LA CIA TRANSMIT hk * *;k * *k * * *kkk*k * *k:k,** ** **44 (k+;Icir*k,kit)r*or* *** *. 4kk0r.•I *or' * *k.A.**t ** 1'RAN,SMIT .Numb, r: 9.2001:239 Am"o.unt,e 17.4 , 14/03/92 13x45 2�O38 RACI(' RACK STOR,A[3 ' 1 v 1' Par;eel`: N x Uc32SU.a- „ :9OC6 3 i to .Addre,aB: "22 ' 'S 11b ,ST Payment Method ti CASH ".' Notat i.uri a CONESCO Z'rti'i is ': SLf3 * * ***A4 k. k*.* s4* A* kk*•k 4h**:• kk. k kzt .k **.1.4** ** * * ** *ir***4 *****, *k *�4 **,.kkk 47:46 17.46 .00 .Account Cady:. 000/322.100 000 /3,86.904 0 ier�i pti.an 'BUILDING ,�- NONRE.S STATE ..I3UTLO1Ne SURCHAROE rat l (This Payment): 'Paid 12.96 17:46 GENERA 12.96 GENERA 4.50 TOTAL. 17,46. • CASH: 20.00 CHANGE • , 2.54 491.3A000 14 :44 • • Address: Tenant: Type: Parcel #: 3225 S 116 ST CONESCO STORAGE SYSTEMS 8 -RACK 092304 -9066 CITY OF TUKWILA Permit No: Status: Applied: Issued: B92 -0383 ISSUED 10/21/1992 11/03/1992 * *'k ** k k *** * *'k * ** k*** ***• k * * ** * * * * * * * * * * * **** * * * * *•k•k *** * *•k* * ****** k * ** k * * * * ** Permit Conditions: 1. No changes will be made to the plans,unless approved by. the Engineer and, The Tukwila Building Division. 2. All permits, inspection records,,..,,,an.d.,_..pproved plans shall be maintained available at 4h`e job swite prio .to th e start of hese. " any'construction. Tdocumentswnar °t3o b 1m a. ntained available until final fiispe�ct,i on approval is g zap ted . 3. All construct1of to be,don In! with''4app'..oved plans. and rec lrernen rs � ofrf £the` Uhlf.'o 6ui10 >Code;i(1 91 Edition) as ea ended` ..by, the Washington >�Stat B.(ii 1,d;ing Code, Uniform Mech.An " kk�Cod e (1 991��`•E'd�it` ion ;) ,.an Was ii'ng on State Energy • Cd (1799'1, Sec Ed i t.on), Requif1. egre�'s'S. s {r` ha r 110be ma in'i',ai + e t e irtipd, in actiord r a.ncel With Chapter' of Thie U l n i f o r m > ? u ' i f l d i n g 4Q9,de j '. . 1la1 id e of permit :. The o.f` a permit or "' p 1 ans e, 1 cats on .:and comp.utatt l ons sha 11 not he on c-4'' strued t b " p'"ernrit - tor , or approval of, any violation of o , th provisions• ot.,�. ..this code d or of any other :. ,. , � 00 4 � f .• r � ',ord nc at the 3u�:�ts No tpe to .gie a u ti sha itv or v: +lo1ate o' i ^ , ,.can c.e1athe!"o�r ?v of this o.co�de4 iC *ILA Dear Sir: Yours truly, City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #892 -0383 661./- The Tukwila Fire Prevention Bureau John W. Rants, Mayor October 27, 1992 Re: Conesco Storage Systems - .3225 South 116th Street, Suite #181 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. 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) Provide an average nominal 6" longitudinal flue space between double row racks. 2. Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess of 4 feet in width will require installation of sprinklers thereunder. 3. This review limited to speculative tenant space only - special fire permits may necessary depending on detailed description of intended use. Project: Type of Inspedlan: ( -- t_.......::,....u.)..1. Address: Address: S, IICI Date Called: SW ons: Date panted; C {. L - a ("am. p .m. Requester: Plow No.: O INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 0 3._3 PERMIT NO. (206) 431 -3670 0 Corrections required prior to approval. o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 're :«. •! evu se , o ype o a spect ' y / Dale Called: Special Instructions: .. .- .Acc a\ Date Wanted: Requester: vi I t, V-- Phone NC.:2 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D. Approved per applicable codes. C INSPECTION RECORD C ma-- Retain a copy with permit Corrections required prior to approval. (206) 431-3670 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • • " 7707 � r -/#0 r ; xpe o nspeqgn: t �-c �c,� Address: `3' �� .4'. sue Date Called: Special Instructions: Sc - /6/ t ' / .k.... ' MP' Date Wanted: � 7 ' - -- LE -`r 2_ am. p.m. Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION , ; \ , ‘, 6300 Southcenter Blvd., #100, Tukwila, Wig'° 98188 , �, 0 Approved per applicable codes, COMMENTS: Gnu I-,rr ��. c.1 f 4e/ . - : ,24., Corrections required prior to approval. ... INSPECTION RECORp. r � ... Retain a copy with permit . - Glh G04 es -da . /Y el it Avg./ r7/,% �,, ..- pI -�•,. �-.. P4-6,-- / ,1-4 , o_.. / I '/ ZZ. 2 1 ,7-, // pI No PERMIT N0. (206) 431 -3670 ❑ . $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: f Project Name co es c 0 Sprinklers: Fire. Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Gary L. VanDusen, Mayor Control No. Permit No. .R 9Z- &1s'/ v Address. 121,1" S. S- Suite # J , Authorized Signature Date FINALAPP.FRM T. Form F.P. "85 Type A B d t S I LB020 2.00 2.75 2.75 0.75 0.075 0.27 0.29 LB030 3.00 0.75 0.075 0.47 0.76 LB035 3.50 2.75 0.75 0.075 0.63 1.19 LBC30 3.00 2.75 0.75 0.075 0.88 1.37 LBC35 3.50 4.00 2.75 0.75 0.075 1.05 1.95 LBC40 75 1.50 0.075 1.27 2.66 LBC45 4.50 2.75 1.50 0.075 1.50 3.51 LBC50 5.00 2.75 1.50 0.075 1.77 4.64 LBC55 5.50 2.75 1.50 0.075 2.05 5.80 LBC55A 5.50 2.75 1.50 0.105 2.76 7.79 LBC60A 6.00 2.75 1.50 0.105 3.14 9.59 LBF354 3.50 2.75 1.50 0.075 0.77 1.47 LBF404 4.00 2.75 1.50 0.075 0.94 2.05 L5F454 AIR. 4.50 IIMMIk 2.75 1.50 0.075 1.14 2.75 mom a�.po� Tyre t W D A r LMI5 0.075 3.00 1.63 0.38 0.37 1.21 LM20 0.075 3.00 3.00 0.58 0.67 1.31 LM30 0.105 3.00 3.00 0.80 0.89 1.29 LM40 0.135 3.00 3.00 1.00• 1.10 1.28 • PETERS HI S A . • ASS ' CI s STR RA NGINEER 1225 NORTH CIFIC AVENU LENDAL', C• .2 V ev ZONED wo ST GEItERAL NOTES 1. This drawing shows standard details of the rack product line only. See engineer approved instal- lation drawings (sane Job Number) for components used, special details, arrangement, dimensions, and site specific information. 2. The installation drawings govern over this draw- ing. 3. MATERIAL Steel - ASTM A570 Grade 42 UNO Welding Electrodes - AWS E70 -XX (all welds single pass fillet welds designed at 50% stress levels) Expansion Anchors shall be ICB0 approved types. e.g. Hilti Kwik Bolt (ICBO RR #2156)) Phillips Red Head JS type (ICBO RR # 1452) Ramset Trueolt (ICB0 RR #2391) Embedment shall be minimum 5X Bolt Diameter. Other similar anchors may be used if ICBO approved. The anchor types, sizes, and embed- Pants shown on the installation drawing govern over the sizes shown on this drawing. Special inspections are not required unless noted on the installation drawings. 4. Unless noted otherwise on the installation draw- ings, the allowable soil bearing value is 1.0 KSF. min. t - 0.060" d $ in 3/8" Anchor (1 per post) ALL a 1.60" d 1.26" BRACING Dimensions 1/8" / M typ „e r� 7 " Min 1 /2" Anchor (2 per post) STANDARD Sea installation dwgs. for custom sizes FOOT PL. SEISMIC FOOT PL. (11 gal 13/8 ") BASE PLATES Types and Dimensions 11 x 17 MONTED ON NO. 100011 CLEAn►$INT• 718' s-r .. 8 L8F Type Details and Properties %units: Inches uno) .t •o-a► B - LBC Type At BEAMS Dimensions and Properties 7 /8" .ter s-a.• B LBO Type ' % 0 0#' 0, c� P P ao (T) 0 t (Standard • • • , 4 Pin � Heavy Duty Post Details and Properties (units: inches uno) (all properties net section) COLUMN O Dimensions and Properties 1.19" typ � D t %61S RIVET EA. ver. T. \ mo /W V 'EAM BEAM - COLUMN CONN. (Rivets 7/16" D)am.) R CCI` ( CITE 1-,.: " ' OCT 2 1 DATI 2 DM au Tyne_ t W 9 A. S r r 11415 0.075 3.00 1.63 0.38 0.37 1.21 0.68 L0120 w-.. 0.075 3.00 3.00 0.58 0.67 1.31 1.12 LM30 0.105 3.00 3.00 0.80 0.89 1.29 1.10 LM40 , r.r..� 0.135 3.00 3.00 1.00• 1.10 1.28 1.08 .._ A 01.01... B d t S I 2.00 2.75 0.75 0.075 0.27 0.29 ) 3.00 2.75 0.75 0.075 0.47 0.76 i 3.50 2.75 0.75 0.075 0.63 1.19 3.00 2.75 0.75 0.075 0.88 1.37 5 3.50 2.75 0.75 0.075 1.05 1.95 ) 4.00 2.75 1.50 0.075 1.27 2.66 5 4.50 2.75 1.50 0.075 1.50 3.51 D 5.00 2.75 1.50 0.075 1.77 4.64 5 5.50 2.75 1.50 0.075 2.05 5.80 A 5.50 2.75 1.50 0.105 2.76 7.79 A 6.00 2.75 ^ 1.50 0.105 3.14 9.59 0 4 3.50 2.75 1.50 0.075 0.77 1.47 4 4.00 2.75 1.50 0.075 0.94 2.05 4 4.50 2.75 1.50 0.075 1.14 2.75 • PETER A • ASS STR RA 1225 NORTH LENDAL , TES GINEER CIFIC AVENU 2 DATE 12 -16 -91 LODI METAL TECH Drawing # 718" �LZ t B 3F Type B Details and Properties nits: inches uno) .t 7/8" B LBC Type BEAMS Dimensions and Properties 60 b lifd ‘ 4) 10 P. , Cr O ttA(A ft 116 0 i2, B LBO Typo 3 Pin (Standard UNO) a Pin Heavy Duty 1..011.■ • • • • Post Details and Properties (units: inches uno) (all properties net section) 1" typ 2 "typ 2" typ D t COLUMN O Dimensions and Properties 1.18" typ &S n ivEr EA. VEA. T. PAC 71/ eo 6EAM BEAM - COLUMN CONN. (Rivets 7/16" Diem.) RECEIVED C m( ( i =Ti WWII. A OCT 2 1 1992 FRONT TYPICAL ELEVATIONS O (See installations drawings for specifics) 4,„ Ca bRACKE 479 MATE- COLUMN CITY OF TUKWILA APPROVED NOV 1.92 SIDE AFa7'r LOCK DING DI ► SIC)N nF 4' y)- 1 1 001 -7N7/p7IU r 57-fa?1 W - 9 r/ZIO -1cf ? t1Z130 4 I understand flat the bject to errors and o tans dges not authoriz doted code • ordi .. 4Y`8 ` Date COPY plans acknowled 5 Y rtAl WS-21\1C7 : 1 w ' magi A Q - I T = ° 37tr75 \Q. tab Zb+ i z.'b : 3yt/e 13c71::-c) V1 3 .L 1'f: s S■ _'_7. A. 9: r-4 CP {EC EI 7 ED _ OCT - 9 1992 CITY OF TATA A. HIGGINS & ASSOC. APPROVED - NOV 2 _ b SION 0 ...uqtsit. Li=t uPg1.6-i1r L,9 15 I1 '1 Pt UPR16Hr LEI F 1 1,0q 106 LDAO BEM I D O() I_S "3CP Lac FRDNT iTi \i 1000 L3S ICC° LSS rr 31.T.Eratri 1 /03 TZJIBE 615 17,1' 4N. CIZT uPIREscuT-6 REVIEWED AND APPROVED PETER S. HIGGINS & ASSCC. CONSULTING STRUCTURAL EEES G tpi Co' z ig" `1. 'WVATION 13/ACR 71 BMX .ND 11/A1TIZYNI _51NG-LE CITY OF TUKWILA APPROVED NOV 2 19 • 1.6 NOIED ONG DIVIStOi • Lly' RECEIVED Oct = 9 12 PETER S. HIGGINS & ASSOC. 44 0 oF t CONISSC_O STOWAGE. S _ -1S CATe: 1-V- qZ • sertge: _DRAM at: amesco 5 foRA6& SesTerits PALLE ifoN16E If this contain the nex Section ink of calcula Conesco Lodi Metal Tech Racks Location: Seattle, WA Prepared For: Conesco Storage Systems, Inc. Seattle, WA Prepared By: Peter S. Higgins And Associates Consulting Structural Engineers 1225 -F North. Pacific Glendale, CA (818) 549 -0072 Peter S. Higgins, S.E. Job Number 615 October 16, 1992 This Document and Assoclat9. be reproducyyl/dd i tio eet 0 s su• calc. nd sh uments ing c 1. a N atc 11 s 0 g do ntra shall • the d ign ontains is copyright by Peter S. Higgins It is p instrument of service, and shall not any f written permission. OIifM!• . 2Se B ing Departments It or building permit approval, it shall l as listed in the table of contents on ccompanied by all drawings listed in t be r. appro ate seals and signatures in r with ame Job Number Reference. The across this block. REPRODUCTIONS OF SIGNED COPIES ARE INVALID � Z.75p /a / (, ^- i CITY OF TUKtNILR APPROVED 1892 flU LD! G D ISION RECEIVED CITY CW Tt {KWILA OCT 2.1 1992 Project: Conesco October 16, 1992 S rtTER 8. HIGGINS AND A88OCIA i S CONSULTING STRUCTURAL ENGINEERS Table of Contents. Job No. 615 Sheet ii 1 Reference Data 1 1.1 Documents 1 1.1.1 Drawings 1 1.1.1.1 By Peter S. Higgins and Associates 1 1.1.1.2 By Others 1 1.2 Loads 1 1.2.1 Vertical (Dead plus Live) 1 1.2.2 Seismic 1 1.2.2.1 General (1991 UBC Standard 27 -11) 1 1.2.2.2 Short Formulation 2 2 Basic Configuration 2 2.1 Components and Geometry 2 2.2 Check Beams 2 2.2.1 Design Forces 2 2.2.2 Beam Properties 3 2.3 Check Posts (Dead plus Live Loads) 3 2.3.1 Load to Post 3 2.3.2 Post Properties (net section) 3 2.4 Longitudinal Seismic 3 2.4.1 Base Shear 3 2.4.2 Design Forces 3 2.4.3 Post - Combined Stresses 4 2.4.4 Beam Connections 4 2.4.4.1 Design Forces .4 2.4.4.2 Connection Capacity 4 2.5 Transverse Seismic 4 2.5.1 Base Shear 4 2.5.2 Design Forces 4 2.5.2.1 Stability 4 2.5.2.2 Brace 5 2.5.2.2.1 Design Force 5 2.5.2.2.2 Brace Capacity 5 2.6 Slab on Grade 5 Project: Conesco October 16, 1992 1 Reference Data This calculation reviews the installation of storage racks for structural adequacy. The sealing of drawings is for the struc- tural review of the storage racks only. Other information is not reviewed, nor approved. 1.1 Documents 1.1.1 Drawings 1.2 LaacDs 1.1.1.2 By Others Connesco 1001 "Elevations" 1.2.1 Vertical (Dead plus Lives, Loads per level = 1.0 kips Design beams for 25% impact x.2.2 Seismic 1.2.2.1 General (1991 BBC Standard 27-11) Where: Z =0.3 1 =1.00 LM -1 ZIC R Thus: 0,563W V - . D. T 2/37.2/3 w within the range: 0.03W_ <_ 0.137W .;,TER S. HIGGINS AND ASSOCI ../ S CONSULTING STRUCTURAL ENGINEERS 1.1.1.1 By Peter 8. Higgins and Associates R =8 Longitudinal 6 Transverse 1.25S 5 2.75 T 213 Job No. 615 Sheet 1 S <1.5 (unless lower value per - mitted by soils report) W =Total Load (Dead Load of rack is usually negligible) T may be determined by any rational method, or the default C /R of 0.46 may be used. Project: Conesco October 16, 1992 1.2.2.2 Short Formulation If racks are interconnected such that 4 posts in each direction resist lateral load, then (using code defaults for C /Rw: V= 0.137 DL + LL 0.075W 2 (since DL « LL) This condition is usually satisfied by interconnecting back to back rows of rack, or by tieing single rows across the aisles. 2 :asio Configuration 2.1 Components and Geometry w • W =106 " a =68" b =68" Beam Type LBf404 24 Check Beams 2.2.1 Design Forces L .; ( ?)(8) ?ETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS PAI Ard H =144, 192" D =44" l =max 59" 1 = 69"' Upright Type Lila. Job No. 615 Sheet 2 Project: Conesco October 16, 1992 2.2.2 Beals Properties 0.88" $ 1.5" t 2.75" 2.3 Check posts (Dead plus Live Loads) 2.3.1 Load to Post 2.3.2 ]Post Properties (net section) 3 I1 X " 1 $" LEIS l /r =87 t =0.075 in. a /r =56 X A =0.38 in S =0.37 in3 ry =16.1 ksi r =1.21 in S =0.21 in P =6.0] 4 =0.68 in a -90 3 2.4 Longitudinal Seismic 204,1 Base Shear Use Code Default Values for CS V= 0.14W =0.14k 2.4.2 Design Forces P <1.0K V <0.14K PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS LBF404 t= 0.075in S =0.94 in I =2.05 in M <Va/2= (0.14) (6) /2 = "K P <K; <K M <Va- (1.3)P < (0.14)(68) (1.3)(1.4) =7.6 inch kips P <(# of levels)(L) 2 =1.0 kips Job No. 615 Sheet 3 O.R. (fixity due to . width of base plate) Project: Conesco October 16, 1992 2.4.3 Post - Combined Stresses 2.4.4 Beam donnecti.ans 274.4.1 Design Forces Mconn5. 2.4 .4.2 Connection Cavacj 7/1 6" diam. Rivet Va = 2.5 kips 2.5 Transverse Seismic 2.5.1 Base shear Use Code Default Values for.CS V= 0.14W =0.28K 2.5.2 Design Forces V r ± P EQ ETER 8. HIGGINS AND ASSOCIATES h' CONSULTING STRUCTURAL ENGINEERS , P M — + P a M =0.98 <1.33 O.R. Standard Connection Ma =(1.33)(2.5)(4) =13.3 in k O.R. Job No. 615 Sheet 4 Vh' P,4 D h' =102 inches Pe =O.6 kips Note: Bracing shown is schematic - see this section, subsection .2 actual geometry. 2.5.2,1 Stability g.54D +L Stable -No Uplift. Anchors .provide. added Factor Safety. Project: Conesco October 16, 1992 PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Use min. 3/8" diem. ICBO approved expan- sion anchors. Minimum embedment 2 " into slab. Job No. 615 Sheet 5 t= 0.061" Anet =0.26 in2 rmin =0.38 ; in Q =0.82 Pa (k) • 1 Project: Conesco October 16, 1992 Treat slab as equivalent unreinforced square footing ETER S. HIGGINS AND A88OCIM ES CONSULTING STRUCTURAL ENGINEERS B =12 1Q =12.0 in Where: P = 1.0 kips b = 3 in. (average) t =4 in. f'c = 2000 psi Qa = 1.0 . ksf ( 6 Job No. 615 Sheet 6 CITY OF TUKWILA RACK STORAGE DIMENSIONS LINEAR FEET X HEIGHT -- TOTAL Ode X X X 98168 Apr 02, 1993 RAY FRANK 3225 S 116 ST STE 181 TUKWILA, WA Dear Permit Holder: City of Tukwila John W. Rants, Mayor Department of Community Development Rick Beeler, Director Our records indicate that on May 02, 1993 one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit Number :B9,20383, Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on May 02, 1993. If your project has been completed please call for final. If you are actively working on it please notify our office. If you have any questions or need further information to obtain an . extension on your permit please call the Tukwila Building Divison at 431 -3670. Sincerely, Denise ,Millard Permit Coordinator . Department of Community Development (206) 431=3670 • Fax: (206) 431.3665 6300 Southcenter Boulevard, • Suite #100 Tukwila, , Washtrigton • 98188