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Permit D97-0119 - AWARD METALS - STORAGE RACKS
City of Tukwila ; ti Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 032304 -9026 Address: 4357 S 104 PL Suite No: Location: Category: ACOM Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: SEATTLE Wetlands: Contractor License No: DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. .0 South: .0 East: Sewer: .VAL VUE. Slope N. Permit Center Authorized Signature:` -' Print Name: r.( \) ^ „ Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: .0 West: Streams: (206) 431-3670 D97 -0119 ISSUED 04/29/1997 10/26/1997 WAREHOUSE 1994 SPRINKLERS .0 OCCUPANT AWARD METALS 4357 5104 PL,.TUKWILA WA 98178 OWNER LINDAL CEDAR HOMES C /O :MELLON MRTG'CO /TX DEPT, 1422 EUCLID AVE ' #900, CLEVELAND OH CONTACT MARK SHAFF Phone: 800 -3676 2400 NE 65TH AVENUE, VANCOUVER, WA 98661 k********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: INSTALL PALLET RACKS AND CANTILEVER RACKS. k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ .00. PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /.Access /Sidewalk /CSS: N 'Fire Loop Hydrant: 'N 'No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Tame.: .End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N . Street Use: N Water Main Extension: N Private: ...N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 169.09 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** T:3_agg4)ate:Lt I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance, of work. I am authorized to sign for and obtain this development permit. i'4., , „ g, : ��Q,���,_ :, . Signat r�: � ``� _ 17` ?! -� -- -- Date dA f ' � 'r rr (`.( i 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. ad,dress: .5ul i e ,Tenant:. Status: ISSUED • Tvue GEVPERM Applied: 04/ 1 / - -- tPa rce1 : # . 03230 4 . 902 .� `Issue;d 04/29/1997, * k* k* k k • k' k** k'. k`* . *'k•k ** *k * *k *:- k * *'k.*"k =*k- . kk• k *• A•k *'k * *kk *•kk *'k *k•k * **k*k k• k k•k P,er?init; Conditions Mo 'chenoes, w i 1`1 made:;to. the . u l ans un less approved .by , the Engineer and the Tukwila Bui1di:ng Div:„rsion All permits` inspeo.ti re c-or d !;:, µ•a nd , ..approved : shell.:be..• available at the Iola s a..te�"' prior` to s• the "- Gart of an_v con s t r,06 t-i on ThesgIclotumenti:' P are toy�`pe. ma i F nt a i i.e,d,,:end'. avi - a i . • .• ble unti 1y :f ime,1 inspec ;approval is granted � Bolts :f:nsta,1 ..i ed- inryeoncret.e shall• be spe c`,ia,1`ins pe,c ( UBC .S ec �1'7�O1. S �4) T x f Wh en , s p eci�asl in "specttion ; is require either t he; owner a # ornyenun Givi�it�r #o a ieer , sh a 11 :n otify the Tu . ppointment of the ' fnspecti :on aaen6ies=' 0r1a`r`, the f first t12,ui 1dir gi !'inspe_c.;t .Coa.yes of a11' . s ,p ecial i nspect'i on re s ha l h l . bed. +sub to t he Bu l i d i rn Grvi ion in:�a ti mer ; s .,; Report ; shall • contain addr e S 4 . b .k 4" ly mann o pr�o e;ct arise Perm i number jand type; of i nspection�� beings , per 'fb�m ed g Y >. 71; Th?k specisl1 ins pec She,. I 11 is ubm.i a`I:f,inai ,igne.d ' r epo rxvi stating whether the ,work f e:qui�r 1• ng, + speeial';�inspe:ction Y to'Mhe;• k e f t of �t•he 'i s 1<now d ae . : . ; ..in confor mdno.e as w: - 1 } ' approved plans and :: Pe, ion an the anp l %6 a kr%ans hn p prov 1 ,ions iofl' the cati uBC : i 3 E `f Onst 0c t�lon U bre id one�' coat r man c with a F, e'&0 k. ask i ' r . I p p.►� o M it • pla and; r, ggi ?i °dbf the tl.niforr ( ' 94( Edi 1 n ids amended, Uniform Mec h`an rca1 Code"'.(1994;13Edit`ion);4 \ IN � 1' h $ ` if � 7 and s tashi� 0 gta n t-State Energy Cod , Ed t,,ion) , , . { :r, Va l i � tv Vo Perinli t. ' :The issuan of a t,. or.:�ap l jJ o y plans :pecif icat°ions, and comp,utaiiorisy, shat i not be con - strue4.? to be a permit for. or an appn:oval', of, 'a`nv vi•olatioq of any 4 of the { pr ov i s i of the i 1 d`i ng code` or otA' any other ordinance';; of the.j urisdi No pe'rnnit ;pr esum.ing to give authority tb..violate° or: cancel the provisions of,,,, his code shall ba7, • id . Project Name/Tenant: 1t ;1/4 -a VMe 4-cas / Rap r - i-arwt Vale of Construction: . 1 6 ,s - O o o . 00 Site Address: , S e Zi : 1 43 .5 10 Pi T0kw ( -). Tax Parcel Num er: o:3 o 4 - -qoo( -o Property Owner: - A Ge.Aai-- i-( n es d l /Gd;ke - )M "4 Letu Phone: a 0K �- (248' - 73 a o Street o Address: 4 z '7 . -�,t -THA LA.A l tn4. — k y City State/Zip: wa S o , G �-a2,4 rn 7 34 r3 Con ctor: n -o� - vim 1n-k e-4 -4s T- , Phone: goo •- , 5- 3 Street Address: , \I ( y '� `� �p WA. City State /Zi • a.4 00 Fax #: Q Arcijec •7�►.1 Phone: .1,360- i 4 - 3 Stre Address: rrRy State /Zip: ,50 0 l� o s� .t S A . 1 f o-vAc crvt,u>✓v C oif , CC s" -4 C) Fax 6 0 _ a f —3 - 74 `t Engineer: , •e (Pc\-r k 1-) Phone: o -- 6? 4_ g 3 78 Street Address: City State /Zip: su e_ Fax #: J.co- 6ct - 33 76 Contact Person: .\ S I4 I 'lA- (�v Phone: g oo — 02 - 3 74 Yvt eNr-- k A / Doty e e. Street Address: city St a /Zip: 400 1V 5 _ \ic c — LJ q$ (1/ Fax #: 3C0 - Ga4 - 9630 Description of work to be done: \` N:: \ e�- -uckS c: Tt � s Existing use: CI Retail CI Restaurant CI Multi-family t�s+t Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail El Restaurant CI ��11 Multi- family ,t'SI Warehouse CI Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes 71 no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? 1E1 yes ❑ no Existing fire protection features: r3 sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 0 '75 existing Area of Construction: (sq. ft.) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes 0 no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUKWILA Permit Center N 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined .bythe Public Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous Date applicat � � tom q CTPEIZMiT.DOC 1 /29/97 Date Ian ell 11. • Proje t.Numbir` ='. ; t ` r of . Permlt;Number: ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Appl \ PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR UTHORIZED AGENT: Signature: , 4,, t„ -1; Date: ,._ i n a m e : , J r v�e 0,14 Cfit�i j� Phone 6 � Ft C-3( 70 ROG / (x0 — ': 8 3 Address C .�.� -� q 0 t, _ - J /� -- , �'o l�'-v`e , .�- , Cit /State/ ip , c x. 4 -� cJ?�- G7 S 3 3 ALL COMMERCIALIMULTI -FAY TENANT IMPROVEMENT/ALT A TION PERMIT APPLICATIONS MU BE SUBMITTED WITH THE FOLL ING: ➢ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STR1JCTUIIAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". 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 I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. C:TPLRMIT.DOC 1/29/97 City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name A\).3c c ) aL5 Address. 4 1 o4 pt_ �oc mac °1130 L,As& j ac S Retain current inspection schedule Needs shift inspection Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: *(1^-- 1: c10 Authorized Signature FINALAPP.FRM Approved without correction notice Approved with correction notice issued Permit No. .f 't 1 - Date T.F.D. Form F.P. 85 Suite # John W. Rang Mayor Thomas P. Keefe, Are Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 *********************k******4**k*****************A********A***** 'CITY OF TUKWILA. WA QC1 TRANSMIT •*• 4******A**A********* * A** * s it****A***hic****.kA+Or**h**Isk TRANSMIT Number: R9700575 Amount: 169.09 04/29/97 11:05 :PavMent 'Method: CHECK Notation: RAP-I-FORM Init: SLB Pcrmit No D970119 , Type; DEVPERM DEVELOPMENT PERMIT Prce1 No 032304-902 Sit' Address: 4357 S 104 PL • - • Total Fees: 1.69.09 This Payment. 169;09 ' Total ALL Pmts: . 169,49 Balance: .00 .Actount Code Description Amount • 000/322.100 •BUILDING NONRES 99.75' • • 000/345.1330 PLAN CHECK - •NONRES • 64.84 000/386,904 STATE BUILDING SURCHARGE 4.50 0002 04/30 9705 TOTAL, 169.09 Project: Typeof insp ction: Address: L( 57 S • I OLI 1?i • Date called: Special instructions: Date wanted: , 1 G �(S8 a.m. p.m. Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300. Southcenter Blvd., #100; Tukwila, WA 98188 I Approved per applicable codes. I Inspector: � 1� INSPECTION RECORD r Retain` a copy with perm ,,; i,; . ,� �1 ? -. 0119 ? . PERMIT NO. II 06) -43 670 Corrections required prior to approval. COMMENTS: Q I a I-1- T 9-4 CJ r � C r L d - w/V. 1 IMF /x� ='t .�c"t �:'1`ll . I� -R-t�� j �4, S J 1-aeNv 64` .. yvsir o Pry 07 . .S wl e P; sJ G A .7 . 41-4 r. i FOP— . } ,S 9 --.A'G'c • 11 W I Ll:. Nrtsr 14 N). Date: S ( .4 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must '6 paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: t: Projec -, Type of inspection: — Addre ss 357 5, , J__ /0 4 / 4 /)Pate pate called: Special inslivctions: : .. Date wanted: p Requester: iN 4 Phone No.: 2.53 - zz 1 / 6 77 c,.. ' , INSPECTION. Retain a copy kith permi CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION NO.. .......1,...4.0w=noregroteavarnamrans===SWEVRCOMOMM: PERMIT NO. (206) 431-3670 COMMENTS: j) So/1-7-e-- (- 4 op- s I- / 2 ./ 1-t /--#4 bao Jt ? 'kJ) ( 1 '" Wev 1/41,np r 'rur n 0 '-' gi AC c. lezt ciAvti sp // /Ali*? (1)0 lnspe Al5TL, ct° Approved per applicable codes. Corrections required prior to approval. Date: /.•V6 eiq $42.00 REINSPECTION FEE REQUIRED. Prior torinrection, fee must be paid at 6300 Southcenter Blvel., Suite 100. Call to schedule reinspection. Receipt No.: Datei • " COMMENTS: COvv^C.�74 7>1 L / /•, b 01 • 0 4 "i: / c<- __, lip._ h4;.4•' yei).../,‘.4e..._ r . .7 Z ~2- 2--cog L� .., i e -G J 6Z- 2 Lt/ / (/ ? y RG 4.4-- 4 /.L /c, G?& .06e00-, , G� efroa . ,- (ce... (• �G/ C%4G( / G / � 04 , . c d /2,51,t O Z. // v7 /O k cI i lot c..4.4 ' n /.- Project k ei Meru / Type of insp e,�I��, ;� La Address: /041-4 - Date called: a , 7 . .7 Z 1 ! • 7 Special instructions: Date wanted: l� G / � p.m. Requester: Phone No.: AD w -. w- .�...�...,....,�+...w..�.w.m.s wa+ nr.,.aaua1 z(4mrn »m.,Z0106P'mina AI MttORM2 FS INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: Receipt No.: INSPECTION RE fRD Retain a copy wit rmi 7 Oft? Date: Date: PERMIT NO. 206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. l3 g 4 /di V $42.00 REINSPECT ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. F,L li•` COMMENTS: ',,, a4 6266eeCi i /.S i.--a 1,st d C 4 " 1-7 eiLl9 -■ /,0 /A >7 GI/4 /ems ` 6 / by "- c,. Git las .. or _ir .L ..' ei1- 4 C L(4-t. (del. d€ d �._ -: 4. L /�s__ /dcjj . "-- t1 • I 1/ Ai; A '. a-� r Y..i�:/ ■Le / Ly;er.e-/' / yze-e tt Lii-te. /el- t i-7 , 3 1 Project: fvorlod. it1eski_t Tylot1SP jtinvc Acjcjrgs,5;..7 5- /0 q P / Date called: � ' j i h i S eci s lI ++'n/ n r t r c f Date wanted: 8/ 2 p.m. Requester: 10�/e / j U r a ( PhoneNo.: -- - s5 1y /Cx� �S " °_.......a,,... .. .v�rrfrr.,.arw� s3..r«axis••' +fi^•"c svtr..x VALtMM INSPECTION RECORD Retain a copy witivermi INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. Corrections required prior to approval. Li $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: (206) 431 -3670 Permit C.�r�tn&tor CopJ PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0119 DATE 4/11/97 PROJECT NAME AWARD METALS DEPARTMENT: BUILDING DMSION gl FIRE PREVENTION ❑ PLANNThp DMSION El Awe- L -f - al ( � - IS I C O PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR 1 ta 1q1 U ' DETERMINATION OF COMPLETENESS: (T,Th) DUEDATE 4/15/97 COMPLETE D NOT COMPLETE 0 COMMENTS " TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F DATE DATE DATE NOT APPLICABLE ❑ DUE DATE 4/29/97 APPROVED n APPROVED W/ CONDITIONS NOT NOT APPROVED (attach comments) ❑ CORRECTION DETERMINATION: DUE DATE APPROVED 1 APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) 0 (Certificadou of occupancy required. 1 ACTIVITY NUMBER D97 -0119 PROJECT NAME AWARD METALS DEPARTMENT: BUILDING DIVISION al PUBLIC WORKS DETERM NATIO OF COMPLETENESS: (T,Th) COMPLETE COMMENTS TUES /THURS ROUTING: PLEASE ROUTE ROUTED BY STAFF ri (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL r 1 APPROVALS O CORRECTIONS: (ten days) APPROVED APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) L.—J REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F NOT COMPLETE ied).d CORRECTION DETERMINATION: APPROVED ' I I APPROVED W/ CONDITIONS DATE PLAN REVIEW / ROUTING SLIP DATE 4/11/97 FIRE PREVENTION PLANNING DIVISION STRUCTURAL El PERMIT COORDINATOR Q DUE DATE 4/15/97 NOT APPLICABLE EJ NO FURTHER REVIEW REQUIRED E DATE "�/ I}S/ 6 `Z DUE DATE 4/29/97' DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. <{f 7e4;;, , x E. 4 .t :r11!i.V &t xb'as!nresrr:u' h+xa i ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS COMPLETE EJ COMMENTS • REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE - F L ,v. D97 -0119 AWARD METALS 590 CORRECTION DETERM NATION: APPROVALS OR CORRECTIONS: (ten days) DETERMINATION OF COMPLETENESS: (T,Th) DATE DATE DATE 1 /15" -- 1 7 DUE DATE PLAN REVIEW / ROUTING SLIP DATE 4/11/97 FIRE PREVENTION PLANNING DIVISION EJ STRUCTURAL fn PERMIT COORDINATOR 0 1 DUE DATE 4/15/97 NOT COMPLETE El • NOT APPLICABLE a DUE DATE 4/29/97' TUES /TIIURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED- ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) APPROVED n APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) rj APPROVED n APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) 0 (CeniReadon of occupancy required. :Y. .tc. , smitt,iw'rizz:.t 7'�, aii. aRt+i ''h.fk` 41 , ACTIVITY NUMBER D97 -0119 DATE 4/11/97 PROJECT NAME AWARD METALS DEPARTMENT: BUILDING DIVISION PUBLIC WORKS 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED I� 1 ROUTED BY STAFF Ei (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL / J C p l DATE 'J//46 7 APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS fl NOT APPROVED (attach comments) E REVIEWERS INITIAL t CORRECTION DETERMINATION: APPROVED ri APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F NOT COMPLETE DATE DATE PLAN REVIEW / ROUTING SLIP DUE DATE NOT APPLICABLE Ei FIRE PREVENTION PLANNING DIVISION ■ STRUCTURAL n PERMIT COORDINATOR El 4/15/97 DUE DATE 4/29/97' DUE DATE NOT APPROVED (attach comments) Q (Certification or occupancy required. r�ta.'i�uted:6r'o.'atis� ; ACTIVITY NUMBER D97 -0119 PROJECT NAME AWARD METALS DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE tFI— NOT COMPLETE COMMENTS REVIEWERS APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED 0 REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP DEPARTMENT: BUILDING DIVISION fl FIRE PREVENTION E PLANNING.DIVISION El PUBLIC WORKS . STRUCTURAL Ej PERMIT COORDINATOR Q 4 TUES/THURS ROUTING: PLEASE ROUTE E NO FURTHER REVIEW REQUIRED ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Siena.) DATE 44 1 1 5 I C l 1 APPROVED Ei APPROVED W/ CONDITIONS l 1. NOT APPROVED (attach comments) E, DATE DATE DUE DATE NOT APPLICABLE DUE DATE DATE 4/11/97 4/15/97 DUE DATE 4/29/97 1 S APPROVED W/ CONDITIONS fl NOT APPROVED (attach comments) Q (Cerdficatioe of occupancy required. ) AV:ii7:.t '7, 71)%421, .i..'.iFi ;, :,+vr G.F ?'.°. `':,n;!!i., »': ire' ss�" +;u9�v.57S�;. "J7.•�<f.+F:'E`�.< 21155 ( ONAL £� 4 Vire `EXPIRES MAY 1, (q a B , AWAeo 1.411-AIS Mask SilaFf ActtetIA1 . ilkcuou- tour ,cvaLuioloit _/t)41 51396 k r• ` -"rata *O:zolt,s ; .*t91414,7t.01,Vortm :at∎;" 11.17,, CITY OF TUKWILA APPROVED MAY 1 5 1997 AS NOTED BUILDING DIVi31ON JOHN W. PARKIN CONSULTING CIVIL. AND STRUCTURAL ENGINEER RECEIVED CITY OF TUKWILA MAY 1 31997 PERMIT CENTER • 500 WASHINGTON ST. • VANCOUVER, WA 98660 JOHN W. PARKIN CONSULTING CIVIL AND STRUCTURAL ENGINEER ,11OM -O Mrr At.4 iliawg 5114FF Altar 64tu gOE ofi64104t. CALL U144U i(5 Jog 14 5`103 c� ANctioe". SCIWIT(trioq ) 5NUi- tAiE 15tW t.13 1 ,1-ALL o . aa-r 2. .http://www.johnwparkin.comnparkIn jparkln kixcttk - (i(us 770 t, P AWL s/vu CA r Ala. - rp-3 AVIUAtc Mid6 ?meromekr Oi= Yt !1 of 2 it 6,04k- cs.PAt y y = /7 5 1-1 ') 7 )0 Le Cu b° hi 4.00( 01'0 Ot i �� x �l pawt. $ruo cAT. tVa. 7N23 is AttepfflgtE Fow pAacr gam_ ANclk,t2A4V. IUS7"dtf.Atlol.1 5ilemcD FoLiav 14 Amu pac1ugi 's 12 COMUVii PATIO . (360) 694.8378 FAX (360) 694.3370 e -mail: name @johnwparkin.cwn .''WA�fi`.4iL�., It %rv:lr•'tFiP. r".14'vL:4.'SG %tt l:'S :JAS'i'b AF1'r0Y467.7400.41S'oi £V rca:t 2u,s �r 30 1 9? (4g ' rrm.0. \ I EXPIRES M A Y 1 , I 1 ) pp,5105-I riwoul fi IS Auawn Amu, �Iaw�SNa � paw- I2acic. 4 -uctio E 570- - PALLET atick A Nc t Icg AGE -p• 5-161 ) - 1 0 cQurl V�¢I; AIL At(baA6,E 0. I � RECEIVED CITY OF TUKWILA APR 1 1 1997 PERMIT CENTER JOHN W. PARKIN CONSULTING CIVIL AND BTfUCI'URAL ENGINEER wr'� .. i }':'t, 9':.''x'iiCk: . .,f } , r.: mot; % ' :16 500 WASHINGTON ST. VANCOUVER, WA 98660 4w A•p-b . E14L, S Pr fi D(1 -4tC.V} Ji,(�i tic . S A A FF. sax Visit ow 3h p ' lv F. . 71115 4 j/,j ISIS • u11w P Ruu t nl s t✓ I SMIC ZU11 L '3 CONSUMING CIVIL AND STRUCTURAL ENGINEER 1401)E CGY.g -0 http : / /www,johnwparkln.com/`jparkin PAu�r ck.. St;1‘Mtc Q JOHN W. PARKIN sptEb1 -Ace (PEW TO O6?4led CO N FrCtug01(oEr 01 (360) 694.8378 FAX (360) 694-3376 e -mail: nameejohnwparkin.c:om 500 WASHINGTON ST.. VANCOUVER,' WA 98660 SEj5Mic Pea . 64 = Zx1 x w4 `L =0130 /iv Cp= Oi1' 44 :- low t,I l ittp : / /www.johnwparkin.com/`jparkin JOHN W. PARKIN CONSULTING CIVIL AND STRUCTUIIAL ENGINEER Tut V - i - tc4c. SUPI*d -n WL1L iv/ g 1) F GAL( Witt- A:AU . 2- r! E25 Port sroI-4& 5. EAct rirsrt sNt *tt. 61 attui S7v2k- L,P) - mow go Js �iet�UasP 1141s tDasunu sip Act, use 4 writ : 0.50 xt10x oI x lax = Zi L-P. (Art'. (360) 694.8378 T''AX (360) :694.337(1 011‘lr LOA- Crr- - t.ux) (.SSUA4g- A- CoAN cyr woo 1.13 Pita - iv2e. I) M A tog-14G WILL- ears r mN Aco. HO- to/01 gV1H6 P- Esra -Ai 7i b. WHILE rtI %ra *Eu M4raela(. Mky MU. •oFF OU¢tub , SL= ISMK... ruiS OgSitf-ikt salAw - i MT 14-x- La Alb As cOitPt.E19 10 yl(E. stiSrt;M, rut; r «.es wici. tae AT &Iv/4111016 01= 5 A1v1) 1 0 e -mail: name ®jollnlvparkin.com T'u 3X )C3 CONSULTiNO CIVIL AND STRUCTURAL ENUINGLR .(360) 884.8378 FAX (86O).694.3373 B00 WASHINGTON ST. VANCOUVER, WA 88860 44 t- Uli1C.I1«6S 34 3 .t http: / /www Johnwparkin.com/"jparkin SEatov Pevocill O1 mrAABeaA 14 46i Q ) 41; ' I,',I) I ,'SI1 -S T II e -mail: name @Johnwparkin.coul . • , • , • , . :500 WASHINGTON ST. VANCOUVER,-WA 98660 : /1,4fMtU, 11/ - 1/` $ /a , http://www.johnwparkin.comnparkin JOHN W. PARKIN C CONSULTING CIVIL AND STRUCI'UllAIA ENGINEER • -L 0,044k (lib 1 s + atqqx <Os 114;5) . - I : 4- . 2-`,4 Tiic 4tle25'X AVelik) 4- o.cals _), 1L■0) / \t) u, 0 x, tz, .4- 0,0 21 , • x (Otott4)' 1 0,0eN (1,2.11) 1 ? X. (0 0( 4- 2 ) X o '044 • 35 4- 121a)?2- 2-111) 069)3 -f- 2,101,t; fi `"" 5i /At Mtit12.-S Ej kul) miA4802) CD ekt 0 12 -z, 241 0.01 1, Lue A - 1 LH] (3Its,16) eBet A -- 2-y- 4.,,1_112,4 ii0))1 )N tj‘ 19.3 1140 - Fr X ( 1 • 110-1 = 040y, /13;36 '2.H V 10.f)ta. °I6 .- 01IG 11)11S . ..5 (360) 694-837b FAX (360) 6S4-337U 40 IV. naine@johnwparkin.cota 5 14 WASHINC3TON ST. VANCOUVER, WA 98660 L JOHN W. PARKIN CONBUI ZING CIVIL AND STRUCTURAL ENGINEER (360) 694 =8378 FAX (360) 694.3376 AN Lotto Ltt 4-1 = 3 4- ', PP It0Q- 11uura l 514-¢4 IL VPU1 FT WA- http://www.johnwparkia.com/lparkin l 2-41b= 22;t 12 . u,ic, ru lUL Cutvctl41 SLA t3 5¢e (v lleci4r uvm,F r L 0 BOI,T t(' 9 " • CEMea M µ. r 9 1.1cA.0 e -mail: name@johnwparkin.coln John Par kin.Eng xneelring. 500 . Washington Vancot:tveh , WA' 198660 :Load Comb i'nt i.an i s tic�mti Ftir-.c:es RISA -2 D. (R) Version 3.03 . DL. -+- Se i sO11 c Job •_ Page Date Award- Metal s F=all: et:: Racks load :Comb i.natian iE React itans Node 1 10 . ' Total s - (k;) -0 0.11 O. 57 1.00 O. 00 1. c:)t.►. 1.43 1.89 • 2 25 .. 0.00 0.00 _•_.____� i -End. . 1)1.. -1- • Seiscni G : 'Glcbb'al X tL - 0.22500 -0. 22500 - o.'4•5000 Shear Moment . A>: i. a1. (I : ) (K -f t ) - - -- :•__ (I) O. ,' -04'00 ,0. 23 O. 42 O.2 0. 0. 15 r-► 38 . 0 • c:)O' (:).01 .0. :)t) 0.1r O.28 it.'7•?,: 0.37 O. 0.11 -0.46 ' -O.. 69 -- 0. 36.... O. O. 25 -0.11 -O.57 -1.00 0.00 -1.00 -1. A3 -1.89 �? 25 0.00 -0.00 0.00 Global Y -0.25000' 2.25000 2.00000 :J -End - Shear Monent (I::) -._ __ --(F,;,.:_{t) - - -e --o. 23, 0._i 1 0.37 -O. 15 0.28 -G..00 0.00 0.00 ' c :), 00 -0. 15 0.38 c1. w 0. 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K4i 0.2yu.t 0,o3Vt 0.040e .001 I I' ax6 I1 loci C t = - _ ,, 30 zc y�HS� l e -mail: name @joimwparkin.com 500 WASHINGTON ST. VANCOUVER; WA 98680 JOHN W. PARKIN CONSULTING CIVIL AND STRUCTURAL ENGINEER (360) 6948378 FAX (380) 694 -3376 O. tau), f-:' 0,0171- I- D • 13 f 0.0 L/3 0 301 4- 0. W SR S" 4- D. '114 = f ! qq q 6N 3 NVOr x, I ` I)) 4 n to 5 0. $) to e � sus http: / /ww johnwparkin�co w n f 101 Sao c-Q 1,1 z�. x, 9 10 b II 6 I) IH 0.1 10 -1 10 14 oil 615 I t Ott ► `' 1.1 5" Ik equal: nam ®johnwparkiu,com (380) 694.8378 PAX (380):8943378 http://www.johnwparkin.cord jparklu e -mail: name @johnwparkin.com Joh� Parkin�E`ineeri) ' ng no 500 Washington Vancouver, `WA ` 98660 .' Award Metals Pal letRacks! ,' RISA_2D (R) Version 3.03 = Load C ination is 1�: .DL ^tSeismic � er M�emiE rdFor es ` . ' . ' '� -` ' Load Combination is 1 : DL + Seismic Reactions = Job Date__. � Nodes ., �__----====I-End=�========== ========== J -E ========== No I J ,` ��Axial � � ` Shear' � Moment ' ` ' Axial Shear Moment -�--- _ (K) <K>_----_(K-ft>-------(K>--------(K) -------- (K-ft)-- 1) 1 ` 1- 2 �'. 0.25' '.' '��' 0.10 -0.00 � -0.25 _0.10 O. 2 � ��3�!� � �0.04�� ' -0.q7 �� -0.49 � _0 04 0.97 -0.00 3 3- 21 0.19 0.02' ` 0.00 -0.19 ' ` ().04 4 ��20-' 4 ' _U.02 ''� � -0.'17 /� -0.00 ' 0. 02 0. . 17 02 � - 0,08 5� 20� �`�'�� 0.00� _0.00 � 0.00 �-0.00 0. �0~00 6 '���`�' �().00 ' O. ' 0.00 0. -:.0 0.00 7 7- 8 ` `0.01 . -0.60 0.00 -0.01 0.60 � -0.30 8 27-��^�!� V.31, 0.13` -0.0J -0.31 -013' 0,29 9 9- 10 0.20 ` -1.85 -0.29 -0.20 1.85 � ,64 10 JO- 1.������� �'�0.75�` ' 0.13 0.64 -0.75 -0.1 `V_V0 11 20- 12 0.32 -0.02 0.00 -0.32 0.02 -0.00 12 . 12- 13 ^ �� 0.71 ` 0~22' 0,33 -0.�1 . :1( 0,57 13 ' 13� . `� / _0.6� .-0.01 -0.00 0.60 . 0�00 14 �4- 14`�' - '�-0.19 ' 0-21 0.000.19 :::: . `.0n 15 14_ 15 �`�� -0�58 � _0.03 -L.14 0.58 0,03 .09 16 15- ��8 ^| _ 0.74 � -0.30 -0.00 -(.74 0.30 ` 17 3- 16 ` 1. 07 ' -0.15 0.00 -1.07 0.15 -0.00 18 16- 17� �' `'� 0.44 0.15 0.08 -0.44 0.35 -0.84 19 17- 9 -1.99 0.11 0.00 1.99 -0.11 . 0.00 20 2- 18 -1.07 . 0.21 0.00 1.07 -0.21 0.00 21 18- 19 -0.44 _0.10 -0.40 0.44 0.10 _0. 0.55 _ 22 19-10 1.98 -0.55 -0.01 -1.98 0.55 ' V.0« 23 12- 14 0.24 �� -0.39 -0.33 -0.24 0.39 0.14 0.09 24 .13- 15 0.2� 1.32'' 0.57 -0.2� -1.32 \ 25 16- 18 0.30 0.63 -0.08 -0.30 -0.63 0.39 26 17- 19 � 0.46 2.42 0.84 -0.46 - u.37 27 21- 4 0.19 0.02 -0.04 -0.19 - 0. 02 0.08 20 8- 22 0.31 0-13 0.30 -0.31 -0.13 � 0.03 Node Glohal X 61 obal Y 'Moment (K) - -(K)---------------(K-ft) -------- - 1 -0.09714 0.35031 0.00000 11 -0°12786 0.74969 0.00000 lotals -0.22500 1.00000 0.00000 500 WASHINGTON ST. VANCOUVER, WA 98680 i95C El rg ZtZ tsF &x(Sr(N4 Not-ES http://www.johnwparkin.cora/lparkin JOHN W. PARKIN OONSUIIIING CIVIL AND STRUCTURAL ENGINEER PAW CAUL ANcU(o(. MF LA�1I- ifM� -a-n �s4�ir�r�wM z (2-tri P ( 4U. —Hl4 4b ANcNotz UtiE Er2--- Abiirsiui; 1451 du. — 'i ANaloe Ar- EActi t/VFt-tcAC su Ppot -T UUr ;roar- g2•ActtS Fpm SVgtrwat. wirc r . (360) 694.8378 FAX (360) 694-3376 e -mail: name @johnwparkin.com 500 WASHINGTON ST. VANCOUVER, WA 98660 JOHN W. PARKIN CONSULTING CIVIL AND STRUCTURAL ENGINEER (360) 694-8378 FAX (360) 684 -3376 3. kis fp= v, to Qz AISThWrE t 51'5 1(19 = '111 Zuy 3v t lUt w5 U% F 10 15 http : / /wWw johnwparkin.coznr jparkin 6141 TI LPPLeD I2 /Met, Ole Ltd t_i Frieda a • • 1.,13 zx I p. n C .cWp = 0, 3v x %•0 x 0c15 x w+ = G • 2-2 XWI r TOTS a(S(4AI WILL use bol 0 7 11)7411. c4P4cIIN of 7 14 a 4c(( (.4STQM. rill Is A. 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PARKIN • „: CONSUMING CIVIL AND STRUCTURAL ENGINEER 510 (360) 694-8378 FAX (360) 694-3376 to 1 = 4 Mils Q.t. 1 5 • 40)(WIc : GO) 4g 1 7 1 - IV 3 4,1YY1 + 1(03 12 = = 5 1(e 1 AAtooif V)A5t 5.4 X 11 210 2t.6 V‘i Itf),a3u • gt I et — l 3 it-1 p 14-lvs 0,1c- 3 4)- 5,4 tIft, http://www.johnwparkin.comilparkin e-mail: name@johnwparkinzom 500 WASHINGTON ST. VANCOUVER, WA 98660 JOHN W. PARKIN CONSUMING CIVIL AND STRUCTURAL ENGINEER 5-1() ( (360) 694-8378 FAX (360) 694 -3376 (�d 5E Man, AT LA- Pace'-1 fib c tL PAW W e• �utL-US 6 http: / /www johnwparkin.com/"'jparkin 0 3 : x (61 ©ij- g. ) - (s) - 1 Zx t( - 011 ) )) 11 ] - t - u 'C te xt ALP X103')x 31t r- It I Ll to + Wi 3 S 9 + 8.3si = /t/, /q: j 4/ 20x /'I (- = ° W@ ¥- P-1 IV > )-to k!.t,P - tA( 143 9/(/. Wtuoh " I.0AL4- 0,444 r all/Ai ( f• = OilUI X X (7, xNit X Li aC )133 = 3t1,1 MI6> -1,041% (40. . aX e -mail: name @johnwparkin.com 500 WASHINGTON ST. VANCOUVER, WA 98660 CONSUIIIIN0 CIVIL AND STRUCTURAL ENGINEER (380) 694.8378 FAX (360) 694.3376 ( oir 13A3iti Tv :RESIST SP-JAIL fr0■14es atILLI 14o11.421)Nt$ ( irl(1) .DI4iCJ444L Act u ( ■ /SNu http : / /www,)ohnwparkin.com/Iparkin 1 '1 t o o t " t N 1 /Y /5W X )('1, = 27 I is 613 ( /9/0 U3 O tic It GU 13 D 44...-- Za/i. = WI B t> T N e -mail: name@johnwparkin.com 500 WASHINGTON ST. VANCOUVER, WA 98860 (360) 694.8378 FAX (360) 6943376 4 http://www.johrmparkin.com/lparkin Cip A u K 1 43 r o,29 1,61rx ( 4= o,ti3� 0.91 o , 1M , o ,1c(, 0 KA.IVA 1 ti to tv 4 6 It 2 1 i� 6 i� ty ti 6 01 214 0, 014(1 0 24C e -mail: name ®johnwparkin.com :s' 4 y4ss eh' 500 WASF1INGTON ST. VANCOUVER, WA 98660 JOHN W. PARKIN t CONSUMING CIVIL AND $'I'RUCI'URAL ENGINEER (360) FAX (360) 694.3376 http: / /www. johnwparkin,com/' (parkin Z K r 1= b ) I ?C X (0,5 O,V62Tr = 1 = 1 1 2 : 1, 4,I yi3q LAS I - 1' Att. Ne 5 7GSd > L /4 K! 1 0, k , rag- . '4 I V PKx-r - = D 111 i I' y 1,3420o)(O,iCt( = Z,Cc( Ii _ )), 1w1). e -mail: name @johnwparkin,coln • • ' ,"•,, • •••• ' ' • • • • • , • ..• .", , „ • • RISA"20 •(R). VtrEic1n.3.03 John P a rie. ri Eng neer i n g mash i nq ton VaricoLtVer ; 9866( ) j • I-oad Combi hat i ori is 1. onsY: • ' • Load Cotritii ntati. on i s 1 : + Sei smi c Ilettitier End Forces : Nodes - 1 End --"= No . I , • Ax i ' • ( I ( ) (K ) - 1- 2 3.71 1. C)6 442 3.- . 5.40 0.21 4 4- 5 5.70 0.26 5 4-, 7 -0.1.0 0.00 7 • 6 6- ' 7 5.70 O. 26 7 -7- 8 ' 5.86 -0.11 -0.82 • 0.96 0.00 :9 • 9H 10 • .7.69 10 . 1 8 0.54 11 " 3- 7 • : -o. 31 0.00. 12 B. .0.0(1 13. .3- ,9 5 O. OC) 14 0.00 15 2-: '9 -0.21 0.00 Node- • ' GI, olj X ----------;----:----- ------- --- (K) 1: -1.05966 • 10 - -0. 959:34 Total s . . .--2.01900 •• 51 03 - . , • • , • ..- ...• , • 1)ate • Moment Ax i'1 (K) 0.00 -3.71 -1.41 -4.12 0.44 -5.40 • 0.26 --5.70 0.00 O. 10 -0.00 -5.70 -5.86 -0.57. -6.87 1.28 -7.69 0.00 -0. '59 (I'-{t) . 0.00 0. 00 0.00 (1.00 , 0.00 DI_ .1- Sei smi c • Gi Obal Y (K) 3.71174 7.68826 1 1.. 40000 0,, 31 0.41 -1.56 0.21 0.47. 0.15. O. -0.26 -0'. ". • .0.19 96' -0.00. 00 0.00. , , End . • , • • Shbar 116Merit. (K) -1.06 ' 44 - 70. 26: 00 • • 00 26 .0 00 0 ;00 • ., 0 00 0 „ 00 . 00000. • (.1. (100(16' 0. 000Q0 500 WASHINGTON ST. VANCOUVER, WA 98660 JOHN W. PARKIN CONSULTING CIVIL AND STRUCTURAL ENGINEER 51 -'r9 (360) 694.8378 FAX (360)694.3376 V1: P4tl WP !ITV) a t- 7weai4h ANcliof. . u5E I rZt Aduestur http://www.johnwparkin.conillparkin COAT t -tk/ tan R -Ac1L MIcN) .Aq1 r-= /v' 12 -al P°wre 1") ,A01Lt4oOl.S, �. � AGU Wt. um e -mail: name@johnwparkin.com 1 undc1 the sut;::t to errors and piano does not &opted code si coPY of • • • •••;.• • CITY OF TUKWILA APPROVED APR 2 5 1997 AS NOTED BUILDING DIVT • ::.••• • N DC DC DC DC P P P P P P P P=Pallet rack DC=Double Cantielver sc=SIngle Cantilever Award Metals Inc. Warehouse Rack Plan 4357 South 104th Place Seattle, WA 98178 RECEIVED CITY OF TUKWILA APR 2 4 1997 PERMIT CENTER S: -pp, rugou4fl 510)- IB Aw*v.i tit' �laaa� -SUa � ? jar 124cic d- ualloQA e s70), Pet Mt ' . Nittar QAuc. A uc 1IoW.acle P.__ 1— r ca411 D f' -Qt�c AnitIkAA6a .0.570) JOHN W. PARKIN CONSULTING CIVIL, AND STRUCTURAL ENGINEER CITY OF TLJKWILA APPROVED APR 1 8 1997 AS NOTED BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 111997 PERMIT CENTER q Iq lrr s.'uF ^e. ':. Ct:jr �''t r.•.{ ;71;�_�r.;,r.;Ftu «, �.i:, :hsa 500 WASHINGTON ST. VANCOUVER, WA 98660 1V1¢1 SPrai)ILNUt,S MAgy. SNAFF srra vrM o / hi tv s D( wes7 ry o F c1g 7 11IS aNA -U(SIS (.&)(, Pguyint ISMtc A.10.0151S /A1iSt(xnt 5 I SAAt. - Lowe S goof cfav++ -o% iittp://www.Johnwparkin.com/iparkin CONSUMING CIVIL AND STRUCTURAL ENGINEER JOAN W. PARKIN AVM /JOULE S 1 I - 1-- 2 2 - q I l- S 5 7 1- i ;go 0 1 9-1 II 3- IL 2- 9 t (360) 694.8378 FAX (360)694 -3370 231'A(tJ CONFIErukJ1YO14 e -mail: name @johnwparkin.com CONSULTING CIVIL AND STRUCTURAL ENGINEER (360) 694-8378 FAX (360) 694-3376 TUC- Vjxal I, SuPPOti wiu the GJ t) '-a'' o •c . FLa1 NIL( tutu_ it :AUK. 2 /-1 ara STva-Aci �.. E ACV- r U _ PER_ uLupla(22s 41-44, . .A(UILM AIw. S 7V 114 • C) L( . ' iuttQuasT, • J'lh.s • iDasrcrtu SU A tc. M. 61 L -0 6( u. 't.CU) L11. Uc/E Sµ4tL p Q. toAi') 1000 Lr3 Pt 2 r(FR - TIQ c rvfe n An Ar- ¢P-rIII. wlu, �N Ii Aca )•lE - tu`UVT f 1KG ( Vsrtz -iii xiu w1-41l-E. - j/E SroA?EI) Mitrna1AL Mky MU, 'c fF OURIkb F4 Su 6.44(c. Earrtii; r#1 TUA-T TN-E La At ,0 cur-4 Pal) 10 i(E slogrlM. Tul; 7! €12s WILL ae AT aftir41 -0-lr5 or 5 41■t) to seismic- . Foete P = Tx_ rp x ct , x w4p 1 = 030 VV.. /OUP Ll3 0,30 xi or X lax, 22S (,( 0. '11 -s x art -. http: / /www,johnwparkin.com /" jparkin lies r © -mail: name @johnwparkin.com 500 WASHINGTON ST. VANCOUVER, WA 98660 http://www.johnwparkin,com/lparkin JOHN W. PARKIN CON8UDVINO CIVIL AND STRUCPURAL CNCINEER AND (0 RE -1 150 l.R u y5z L.c (360) 694-8378 PAX (360) 694.3378 u -mail: nauw@Johnwparkin.coui 600 WASHINGTON ST. WA 88660 JOHN W. PARKIN CONBUIII4NG CIVIL AND STRUCTURAL ENGINEER (360) 884.8378 FAX (360)684.3376 (how 01624) + 0,601K I,(ZS,(p, gicel 2—x ^ 1x; (u1txi 1) 4- 0,(ol -sx 6vuN% C. I62N0) t- 2k [5_ x 0' aq4 (V,7) .4— 11 x I177 (D,ot.L -- I, ?) k 0,0y* ( -). I'L • x. ''. x.(0,0(iV) . 4- 3 x x (WNW 0, 35 4- ,W ? 2- (. 0,1:71 4- 0, 6 W') 4- 045610 5'610 Z( )ol o 21301.0 - 1-up G hi 3 1 t4 AmoMtte. 114, '5/tiL http: / /www.johnwparkin.com/iparkin u ,o th( 2.4V1rc (0.3'6cs� z � O A )- MtMUas D kuu �J p = 0,30 y,54 w 1� -1n1 "( r► , ,) � - �,S r rs1 L 1 = 0,6010 D,6 7 11)12 iL�`li Ni: 10311Nl" 7. 0 3c 1ly y 0 Vio ode. e - mail: name @johnwparkin.coin r. c'wt PikCsi �l+it 500 WASHINGTON.ST., VANCOUVER, WA 98660' JOHN W. PARKIN CONSUMING CIVIL AND STRUCTURAL ENGINEER (360) 694 6378 FAX (360)'694 -3376 http://www.johnwparkin.comriparkin e -malt; name @johnwparkin.com • %0) WsIiir,qton 906)60' '• - • : • , • •••• • • •"• ::: , • • „ . „ . , . . . . , = Load •ZOmbi,nati on is..i , + Seismi c Member End: 'Far c:es • • lqaded 1 End • I : ;i.I A>: i Ear . She.ar • . (1) (1( ). 1 2 . 0.; ' 2 :3 0.:11 0.23 3 3-- 4 ' 0.57 0 A :4 1.00 0.15 5. 6 0 ." O() 0. • 6 -", " 1.00 0.00 7 77 8 1.43 " 0.15 0, 189 9 2.25 0 O. 00 43 -0.6b , 11 - 0.00- . -0„ 69 12 2- : 9 • 0.00 36 - = Page_ . 1)ate. ".• •• ,- -.- , , ..., Moment Ait fa]. ' ' Shear .- •: ..' • . . . • (K-r.ft) (K) i (K) - - . '(Kr.Y.ft).. ..... „ .-.0.,00.: : O._ 't : : 70. : :.': :. ••.:', -,:::.0.j.1 ' . 0 ••, 42 • --0.11 70.23: : ' ' : ••::: : .i:'• .., 37 0.32 „ ' 70.57 :: „ 7 0 ..15 ': • .. : : ',.;;:'-: 0 ; 20, • -:. 0. 30: ' • : •1 00 . 70.00 ..0.00: . : 0 .:00 : :: : . 0 :. 00 : 0.00 :i • : •, 0.00 : - 0.00 : : -1.00 -0 '': '':' .0 .. 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PARKIN CONSUMING CIVIL AND STRUCTURAL ENGINEER DIP-ecru.) ►1 IT ! a Yt !r`�M (360) 699.8378 FAX (360) Q z ' R(o,Og4g ) o,atkx 3 x ( 4-:t x h4.v� x (o.oq +- I C -r X tho4KX (041), 4- 0•04 O t5 - A (M i li x 23)rx(04114) f- a,irx 0 0(44 V. (04-11017. 4- x 6 .° 44 ) ( (.I11r) / -1- 0.094 x IlWW'x (0,197) O .1- 1 X b.4ZSx (oioeptY t 0.4 ts b1044 x(o,10) fi r 4 coati ti x (o,415 t- o,ogy x 0,4 try,. (040 i I ,OLrx(a , o9W) / + I4 1 , 5 - x&IAlN. .x ate rrle)t.'= e -mail: name @Johnwparkin.com 500 WASHINGTON ST.' VANCOUVER, WA 98660 JOHN W. PARKIN r , oo NBUIWINO Cava: ANd eraucrvtsni. ENa R (360) 694.8378 FAX (360) 694.3376 o. o6J5. o. Litt, 3 , -/- D,0171. 1- � . I ( 4 f divy3 z 3 k http://www.johnwparkin.comnparkin r,Iggy �N 4 9 C tJ motor_ x) iu 6, tt 6, o t ► 0,1 tLi) 13 1.1, 10,1 IH 0 11 ) IO I Gil 5 6 It( e-mail: na l id @johnwparkin.com r n h U,.' 500 WASHINGTON ST VANCOUVER, WA 98660 (360) 694.8378 FAX (360) 694.3376 http; / /wrvw:johnwpa kluxom/"'Jparkiu H e - mall: name ®johnwparktn.com 4 AV' 4; 4 ' ( ,- WWW4iikr.041i0 dohn 500 Vancouver, 2. WA . 913660 ... Award :'HetalS • al1 Racks • . . . . . , . . ... .„ . . .. . . . . . . . .. . . . . ... Load:Combi.natiOn is DL-A-. Seismic . . Ilember End :Epi •• • ' , . . . . . . . '• • T .. Nodes •. 1 End • • P‘lo 1 J Ax i al , Shear • Vloment • (14). (K) : . • (1::: -ft.) -------- 1 1- 2 O. 25 O. 1 0 2 2-- 3 O. 04 -0.97 3 3- 21 0.19 0.02 4 20-- 4 -0.02 5 20- 5 0.00 -0.00 6 6- 7 O. 00 O. 00 7 7- 8 0.01 --0.6C) 13 22- 9 0. 31 0. 13 9 9-- 10 0 . 20 --1.E35 lo 10- 11 0.75 O. 1". 11 20- 12 0.32 -O. 02 12 12-- 13 0.71 0.22' 13 13-- 7 --0.66 -0,01 1L1 4-- 14 -0. 19 0.21 15 14- 15 58 -0.03 16 15- 8 0.74 --0.30 17 3- 16 1.07 --0.15 18 16-- 17 0.44 0.15 19 17- 9 --1.99 0.11 20 2-- 18 -1.07 0. 21 21 18-- 19 -0.44 -O. 10 22 19-- 10 1.98 12-- 11 0.24 -0.39 24 13- 15 0.27 L32 32 25 16- 1(3 O. 30 o „ 26 17- 19 0.46 2.42 27 21- 4 0.19 0. 02 20 0-- 22 0.31 0.13 1 11 Total s .ISAH2D (R) Version 3.03 • • • •• -0.00 -0.49 t:) „ 00 00 0.0C) 0.00 0.00 -0.03 -0.29 0.64 • 0.00 O. ) 0.00 -0.14 -0.00 0.00 Q.08 o.00 0.0u -0.01 0.57 -0.08 0.01 -0 • 04 - %0 Load Combination iE 1 : -i- Set smi c Reactions : al " --0.25 -0.04 --0.19 0.02 -0.00 O. 00 -0.01 -0.31 -0.20 -0.75 -0.71 0.. 60 0.19 0.58 -0.74 -1.07 -0.14 1.99 1.07 0.44 -1.98 -1).2/1 -0.46 -0.19 (-) . Mode (31 obai X 03 a 1 Y • Moment J. P Da t.6 ■ • • -0.09714 0.25031 0.00000 -0.12786 0.74969 0.00000 -0.22500 1.00000 0.00000 ,1 -End : Sl 7 ---- ( () (Ktf t 70,, to • 0 49 0.97 00 --0.02 , 0.011 0.17 08 00 00 o: '00 Cf. -0.13 . 0.29 85 -0.13 00 0.02 : 00 0.28 -0.57 • 0.01 0.00 • -0.21 :,0.00 0.03 „ 30 0.15 OQ • 0.35 • -0. 00 -O. 21 • 0.00 0. 0.55 0.39 , 0„ ii - ..:32 0.09 -O. 63 • 0.39 -2.42 H 0 ot3 --0. --O. 1.3, 500 WASHING'PON ST, VANCOUVER, WA 98880 r. 1. Et rtt¢.rz OF -ti/4s& griS116/4- Not.is S https / /www.Johnwparkin.com/" Jparkin JOHN W. PARKIN CONSUMING CIVIL AND STRUCTURAL ENGINEER pAu, r ILAcIL A Nc llotcA E . iaMJtir1 W n.� igti.71.1 "P I2- t:ilovtrreIl 4- u. —Hl-e4 A h A tte Nat u5E ouBStug 4)11) MUI • umeto 1 l t-AlSE 1 !2, Atuttioe. Ar EActt tiVe Su PpotiT jro2 ve,ao 0•11clIC PpaM SPT11)UAtls- L kc,T (360) 894.8378 FAX (380) 694-3376 3 •1 e-mail: name @Johnwparkin.com •noiva usr'.)tithivonz'xitszsOswitezkuRs..ti se.torai.V.44 lta. . . ..• 500 WASHINGTON ST. VANCOUVER, WA 98860 , JOHN W. PARKIN CONSUMING MIL AND STRUCTURAL ENGINEER r 71 0 ) — 11 (360)694.8878 FAX (360) 694.3376 git0ISTP4WrE littp://wWw.johnwparkin.comnparkin GA 14 TI LVVPLED 12 A at, Lt/c.1 Prie,to a = 0, ix) x x 0 x Ot XWI 1 10:swift (mat. t46 60/0 0 "til E r PAC! T44 ta Atli ‘tor v ritv) 1) A. lagrtEe te or Ha (Air UZn FO j . ivag-s Dig to use 4, -zsl F cwt. AvJ roa• sersua. otGox 11L1 ee ri t t-6 f = o. v-5 toS4 a3 x ( 5 -- X L "; 1910 Lb 1 2 opt) L3 0 4 A , CA O Ihwit ; I 11 e-mail: name@johnwparkin.com 500 WASHINGTON ST. VANCOUVER, WA 98660, JOHN W: PARKIN CONSULTING CIVIL AND STRUCTURAL ENGINEER (360) 694 -8378 FAX (360) 699 -3376 sMU, &Wt E wr wash M 51?) , III% qt(e 7)0fA Tit F 20Sx 'te -f 103 x 4) - 5 - o Fr --tag x 104) /4f tz-t0- I19. Ori AMur . 5t- kret). c AA) 4c 1-1 �(��w i LP) x b -).11 go) Cbt-uM 4 a a4 'I - r - u th E. UPI L.( x. 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VANCOUVER, WA 98660 JOHN"W: PARKIN CONSUMING CIVIL AND STRUCTURAL ENGINEER (360) 6948378 FAX (360)'6943376 FOR; 1 /L' 1 Pka.T http: / /www johnwparkin.com/"'iparkin T li 41160 )( (_2) 3 0 ,//- / N t ( A= 2)<G,It,o Y = _ 6+,5 x - `f 3 A 1L o, 5 1- 0,5 S" ,4 = DI hilt Ill 1- X 3rT} = '5 ) I 16c ) (b 3ti r! I 0,4 , 1 = Lail 1 ) ),') L fGlfh, URIC, e -mail: name @johnwparkin.com John Far kin' Eng1neerin,g Washiirigton: • VG:inroi.t.V ,: -1►1A ::9066(1 PJo Axial (1 <) -- 71 4.42. 5.40 • 5..70 0. i:0 x;.86 6.87 7.69 0.59: RI SA-2 DI._ + Seisrni. Load Cornbi nati on i s 1 DL -r- Sei srni c: E-iN- aL t z cans (R) .Version'.tip.C�4;. I rand Cornbin{tion is Member End Forces rli�des .` I End Shear Moment ----(K)-------- (K-ft) -- 1.06 0:00 -0.31 -1.41. 0.21. 0.44 0.26 0. 26 0.00 0.00 0.26. - -0.00 - -0. 1.1 -0.26 -0.82 0.57.. 0.96 1.28 0.00 0.00 0.00 0.00 O.0(_) 0.00 0.00. 0.00 0.00 0.00'. 0.00 0.00 ' Gl Ob al •. 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(360) 694.8378 FAX (360) 694.3376 littp://www.johnwparkin.couil C14NT1LcvltQWVl tZAck ANcile�A.Aar %,� p.Vl &? 11 14774E4A•h putJUl2 u5f; i rye Am/EgliE 3y�M qt . 4 M11J0Mb1T __. __-- _._. 1/ %v 12-1111-) Inn Atat4o S 1. 11 Atli [.ut..uM e-mail; nameejohnwparkin.com 30) 36X3/4 ST 130' fl p L h G:; ` Grad Gru.�,e \ t07r5 oa 3,4 STAILT9 -- 24' KES 36' 1 24' --N T BX1 -1 ,'B 12' 24' 8X1-1/8 ---- -� '� 8X1 -1r8 12' 0-24+ 'F 6X3,'4 FC 9' 8X3,4 FC 8' 18X9/4 STAKES L B' 24X3.4 STAKES £ /0 C '_." `_ Z s GOkIV j , 1.3.C41, A Pt. kt 3 000 t65, D -)vr- ox.a-w, 130' 31' 1 • e � • FORKULFT • 48' TRUQC DanrX TAGGING .. RACK 1 • K ( c, cgvED CITY OF/TUKWILA ‘..)01 APR 1 1 1997 PERMIT CENTER pq-OI q 1 25 ' i 05/15/98 11:45 FAX 2067259699 AWARD METALS Fax To: .2 6:ce,ry 02 FE -157- 3rer Phone; • Comments :72e.117ezyfe- Pages: Seattle Washington " Ph. 206-725-9599 Fax 200-72541699 Cato yff Ras Aad MIYAb97- CC Urgooti 14 Review 0 Plans Comment 0 Pleas* Reply 0 Please Recycle cXele. ; 2 :iet/Aic c1V- ( .1/ 7 •1 2 ter - .-- 7 4 „A 6 4 4d way lefv7 5Ao cv 2 /( 7 .4._ t d 695 Sfr% Zt.e? / 7-4-LcZcs- er4. 4 ‘ 1- 079 7 ,s7 - 217,7o---74 toi 05/15/98 11 45 FAX 2067259699 David J. !Aanger AWARD METALS . FAX TRANSMITTAL David J, Manger, 4357 So. 104" Pace Snide WA 110176 Febniary12,1998 Mr. Lee Engen Anderson -Peyton Structural Engineering Consuitards 31620 - 23"' Avenue S_. Suite 321 Federal Way WA 98003 Re: Project No. 97317, Rack Repoli Dear Mr. Engen: I have submitted your report to the Tukwila inspector, (V Dave Larson He inspected the racks and has some remaining questions: Your paragraph 2. Disaisses the capacities painted an the beams; on the Green Racks that figure is 2,000. However, we relabeled those beams with the new caiadations of 6,000 and 3,000 per your calculations Mr. Larson's question regards the sentence in that paragraph that reads 'The posted alibi/able iced is to be less than the maximum per manufacturer for any beam member.' He woridera if that somehow refers to the previously labeled 2,000. The Green Rados have a mix of 3'x3" and 3"x1 -5 S' uprights and 4' and 6 beams and the bolt plates we smaller than today's seismic plates. Mr. Larson wards to Know 1f you considered all of these factors when making your calculations so a to arrive at the same load limit for all Green Rados. 1 told him your fan visited our warehouse and saw the racks, and it was my understanding your calculations would provide a maximum toad for the minimum upright and beam dimensions for purposes of ulifomnity. In order lo save time and offal Ik. Larson suggested you just loll him to discuss these questions for clartficstiCa if you could do so, 1 would very much appreciate it. M. Lesson's Motile phone is 276- 1543. The area code should be 206. Thank you for your assistance.. Sin 1 02 Metal Products for the Construction Industry • RAt J_ .199 • { . DiaV R EC A . • Mr. Dave" Larson Building Inspector City of Tukwila 6300 Southcenter Blvd. #100 Tukwila, Washington 98188 Re: Rack permit no. D97 -0119 Reinspection report 1 -13-98 JAN 1:) 1998 Dear Mr. Larson, COMMUNITY Thank you for your follow -up. Since the inspection on August 22,1997 I have been gathering information from the company that sold us the rack, SpeedRack West of Hillsboro, Oregon, another rack company, Northwest Handling and an engineering firm, Anderson - Peyton, to evaluate and make recommendations about our racks. We had planned to merely present the rack information supplied by SpeedRack West to you for review. However, I felt a professional and independent engineering study was most appropriate method to avoid the question of self interest support by a supplier of our racks and to present you, and Award, with the best information to assure safety, whether or not seismic activity should occur. Accordingly, I am enclosing the report by Anderson — Peyton, Structural Engineering. Consultants, which I believe addresses all matters raised by the original inspection. Please note that our loads on the Yellow and Green racks are well below the findings of Anderson — Peyton. Also enclosed please find the altemate bolt approval, which was approved May 15, 1997 and pertains to the anchor bolt question raised in the original inspection. We trust the enclosed engineering report and accompanying information completes our requirements for issuance of the rack permit. Sincerely, David J. Manger Seattle Offices 4357 S. 104 Place, Seattle WA. 98178 (206) 725 -9599 Fax (206) 725 -9699 2400 NE 65th AVENUE, VANCOUVER, WA 98661 (360) 694.9530 (800) 228-3676 c A MIYAA .N W 111NICA COMPANY 000 A nderson - l y t o n DOO Structural Engineering Consultants 000 A Division ofACP Consultants, Ina 31620 23rd Ave. S. Suite 321, Federal Way, WA 98003 Phone (206) 941 -9929 Fax (206) 941 -9939 MemoPad #1 o Memo from ❑ Confr. Lee Engen l7 lrifo. Page I of h Distribution: Date: November 14, 1997 Time: Project: Award Metals Project No. 97317 Person: Dave Manger Phone No. 206 -725 -9599 Company: Award Metals Fax No. 206 -725 -9699 Subject: Seismic Holdowns for storage racks. Sent Via. Fax O Mail 0 Billing File O Dave, Sincerely, Anderson- Peyton Structural Engineering Consultants e, 4 Lee Engen Design Engineer .1=521 € O:41, 040i i # FS§ Per your request we have reviewed several storage racks for shear and overturning forces. Calculations are attached and the following is a summary of our findings: Yellow Racks --- 8' long, 4' wide, with load of 3,000 lbs at heights of 6' and 12'. Uplift 200 lbs, shear 415 lbs. Green Racks --- 8' long, 4' wide, with load 01 6,000 lbs at 4'6 ", and load of 3,000 lbs at 10'. No uplift, shear 620 lbs. 12' long, 4' wide, with load of 9,000 lbs at 4'6" and load of 4,500 lbs at 10'. No uplift, shear 930 lbs. The following items address specifically the comments from the City of Tukwilla. The item numbering matches those on the city comment sheet. 1. The lateral and uplift loads are stated in the above for determining the bolting requirements. The storage racks may be bolted at each column with a 1/2" diameter Rawl Power -Bolt with minimum. 2 1/2" embedment. The Loads are minimal, and we would not require special inspection. Also, we would verify the adequacy of the existing anchors if we can be provided the name of the manufacturer and the installation procedure used. 2. The beams used for the storage racks have their capacities painted on the beans itself. These capacities are the maximum per the manufacturer for gravity loads. However, the lateral forces are generated according to the gravity load carried, and the calculations use the maximum loads shown above. The new maximum loads to be posted are those listed above. The • posted allowable load is to be less than the maximum per manufacturer for any beam member. Note that the above values were provided to us by Award Metals as the maximum loading they will have and they are used in the attached calculations. 3. The Yellow racks mentioned in the report do appear as though they may have been altered due to their somewhat unusual configuration. However, we understand from conversations with Speedrack West of Hilsboro, Oregon that this is the original design. 'ls eggt OOOAnderson- Peyton 0 [30 Structural Engineering Consultants 000 A Division of ACP Consultants. Inc. PROJECT e JOB # DESIGNED SHEET d- OF DATE CHECKED DATE l< p . cite e,,l phi;,,,;, 1- et 4 : > /(A e.4.74 ; aFS P ! fey- 64,8( c, A,- .Se's k c_ Odei-14 C/ 011)4.... A_it 5 i'Xcceel o•v 6 - 4 s , aA' of %� : /7 4 h,.t/ e /1544/4 e 15 ; ' pe)(? /1.5 e! fielck a . • a4r Kati ra ru,. /se • • c .. • bad (.� ( 6 t r = (4</s)(3oo�) = o0 414 C : .... �� .. . 116 21) 23rd A sot". Suiir 321 Federal 1Vuy, \'A 981103 (2.31 ?') I ux: 1253) 941.9939 Sculllo / fl sts dr 12061 291419111 OOOAnderson Peyton JOB # SHEET OF 000 Structural Engineering Consultants 000 A Division orACP Consultants, Inc. PROJECT DESIGNED DATE CHECKED DATE �Yu-G I �r (46,60, 3. )0.026 ?5�.. a/3)5-64 U � (113?5)(60°6) - gas A/,r/ /• �� w r 6 3D00 /g000 as 3 ',ov 36J cy Do0 l� (5-5 ?(/ . ) -- �( 's7(63"t (4 o)(a) 77(x) = o r V /6 S, 1100 231 Avenue South. Suite 321 Federal 11'ay. WA 91411(13 (2S31 941.993 Rix: (2531 941.993') Seattle / Ftl+l+;ide (2061 292419411 0 OCIAnderson - Peyton OM Structural Engineering Consultants coo Division of ACP Consultants. Inc. PROJECT JOB # • SHEET A. OF DATE CHECKED DATE DESIGNED , ' ' 1' •, !• • : ".• -• •''• •• - " ''. 7 " • 1 i ' !• ":" ; —,----- i!' '!* r i 1 _ 1 _ r. : : . i : 1 //v),..iu_i , • ,2?:3. .i . ,....:..... ...1..i_..;:l...._:.r..i:::::....i !. . . .....1.........., 1 ',. t . , . • . . , .,...,....: .•• ..: ,,...,. . . - . .. . , • , , , . .. . ,. . . . . • • • ! • . . : .7 • • , • ,••, • ; • • 1 ; • ' fr " • • •p5x_8 (V)(7)T r • r - ' , • • • • : • • . • • ,, .... : . ' • .• • , • • • •! • • 62--;/ s • CPT cl/5 ./443,>' ( • ! i •• • • . • . . . . ' • . • ' -.... : 1 ", " , r : . • 1 r • • ,,,,, ■ ■ ■ . , . . .... . • • • • • • • ; • • 3 1620 23rd Anti t." South. Sake 321 Federal Way, WA 98003 (253) 941.9929 Fax: (253) 941.9939 Sauk / Ens:side (206) 292.0940 OOOAnderson Peyton = Structural Engineering Consultants Err; A Division of ACP Consultants, Inc. PROJECT outs ' 1__ •.._ .. _... '1'1_'1 ,_ '1. • • �. 1 JOB # DESIGNED DATE CHECKED DATE SHEETS_ OF 4 {u -d. A,L;:.:. ;..:.:8 ....: ;wl ct - Q) rx'/) +(sg6)( s) - (7 e )(a) f - 64 y7) =o T = -- / 0 6 : 6 q )0/20 (3ooc, )( /a) 0.000)(Y /o,is 4- '2 ' / 1 74. -v . /o. i s) 0? 3t)'* 0oo6) ( ?) . (T)(se = O 3 s 9 E � o Gt� 49/ arEa " 04e o •••, • ••;l. 1 r 1, „ . , 1 11 ' II 11't IIQ(U 1 0(11 11.11• )t)I P•n• CIc1■ f1.)I.Q11it1 Cr.,nl,. 1 r•ntcLln 0061 )10.►11)•I11 OOOAnderson C Peyton ❑O❑ Structural Engineering Consultants OO A Division of ACP Consultants, Inc. PROJECT 6 e t,s; .see - G�d t -h� : ..61‘V*- ;weep /qt.'cX.v6 • l 5. rO 16/07o . s �9 2 / ........... � $._._-- .... ;_ : lam ✓. _.: — 4, 5 _CV?) ( X 5 ) t0? (A)) 7-: ^6.03 --- / - 7 - 0000) - (K:52 JOB# SHEET 6 OF DESIGNED DATE CHECKED DATE 3 goo 01/5 -) )' 7/ ()) k')(7) - o 31h:11 23rd Avenue South. Suiie 321 Federal Way. WA 980113 12531 9.11.99 29 Fax; (2531 941.9939 Seattle / RasiOtic 12061 292d19g0 pp. 5iscti• Awua 1-A MA J d 5 A�1 RNll� L A keItor. tit 4ALuAltoti 5- !111 , sBgb GITY OF T tiMIL; APPROVE!) MAY 1 5 129? Fi, 1 tivla.ii JOHN W. PARKIN ccNEIUL NO CIVIL AND STAUOTu lAL ICIJOIMIZA CITY OF MAY 1 31997 PERMIT CENTER 'Yi 500 WASHINGTON S °1' VANCOUVER, WA 98860 4LL tu) Mirt.Ai' PAu.nr e Atrt. A Wilma C40 MAK Swett a thAti.E. 15t10 (-13 o CONeuU 1NO OWiL AND STttUCTURAL } N F71t aXtukty- egms Iaitp: / /www jahnwpaikin,com/iparkin (T ti 2. 11 X As uur MI & JOHN W. PARKIN - SEE ottiti N*'- c4tt uL *Hu I(') Ph it 5103 c ANC&L (e4T 5cityq itunu 71p ub tilut AWL- vull eAr• A0. 10-3 IIMWom 0w etN at Z 1, 4 " caaaL 1 . = 17r1i ) 7 )v c,15 Czoo Pst taut* rrc 0 ►k 7µi y K Kt. (tawt 'ruu c.p.i. No. - Ma IS Attep ietE Fog p,ett.cr Mute AtIcpoia US1'4U (1611 '3110(11.0 MANL•PA Clues R's cowMtPu u4U CIS (360) 604.8378 FAX (360) 894.237i3 444 511AFF o -wail: namegjolanwparkin.ct na Digit Significance !'t' TT U desigrretin! Upright True Depth of Uptight in inches Height of Upright In inches. II height is 2 digit number, digit 4 is 0 • Type of Column • vie - Column punched, 2x3" Super Calkins a ease rb - Column punched, 30" Super Column Base (Sar»c /..- ce, ceiv.,. Distance from (loos to bottom of punched column. Use 00',06';12,19 ", 24'. 30 ", or 36 ". T - Standard diagonal braced con Demotion ( 1311•' minimum Wight ) S - Special instructions, prices on application. LOAD CAPACITY Vertical opening floor to top of lowest boom [reinforced area Vertical opening top of beam to top of beam Bove reinforced area) DOo 0 O SPEEDRACK 42" 60 " 00 " D 49,3201b. 30,648 lb. 16,567 Ib. 27,540 Ib. be added- • : arid diagonals.* veniing. Prices on app on_ . 7 . : - . , -- -- - • DIN. 1■ FINr 30 ' 13" 12" M" 3.11 6.5 IDA U.6 �s;s • Shims are available for leveling. • Uprights are priced on 12" increments but available on 6" increments. 00 NOT INTERPOLATE. Usa next nigher weight and price., NOTE: For load capacities with opening distances greater than thous listed, .velar to Engineering Department. *004014 W SOOTS & rs1$CES • FOR sIlrEQ T4USS COLUMN EXTENSIONS D,COLUTAN E G COLUMN y 1.1.1 OOP wt. 1.1.1 GO► ?.N 1.H 4.20 2.N' 6.00 - 4.S6 6.20 6.54 70.00 ate 12.00 &a11 G 3,195 lb. 60,724 Ib. 35,132 lb. 35,700 lb. as i.e11 7.5 5.211 ISA 7.60 13.s 10.00 17.11 12.06 201 14.511 2 4.26 0.06 6.16 10.20 12.20 SUPER UPRIGHT TRUSS LIST T • STANDARD DIAGONAL BRACED CONHIGUPATION . mans J Upright Truss Depth of upright in Int u. If depth is a 2•digit number, digit 2 is 0. Standard upright depthe•036 "042 "044 "048" Height of upright in inches. If height is a 2•digit number,'digit•5 is 0. Standard upright heights= 096" 108" 120" 144" 168" 180" 192" 216" 240" 298" 300" NOTE: OC or D8, ail heights shown are standard. EC or EB, 095" and 108" are not standard. FB or GB, 098" 108" and 120" are not standard. Hyphen - Type of column ( truss type 1. Use DC, 09, EC, EB, FB or GB. Bracing configuration 1' = Standard R = Heavy duty B • Sanitary Upright Truss • U 044 144 • DiVT U 044 144 • D X A 42 Upright Truss - Depth of upright in inches. - If depth Is a 2•digit number, digit 2 is 0. Height of upright in inches. If height is a 2•digit number, digit 5 is 0. Hyphen - Type of column, Use D or G. Cant• Leg type. Use J or K. Base ----- A • Standard selective Cant -Leg 2" x 3" or 3" x 3" structural tube 8 a Sanitary Distance from floor to bottom of punched column.- - Type J. Use 42" Standard Type K. Use 84" Standard Depth of 'upright in inches. — If depth ii a 2 -digit number, digit 2 Is 0. Height of upright in inches. if height is a 2 -digit number, digit 5 is 0. Hyphen Yy.v.,.: • ~ Column•ifid base type. - D = 3' x 14" column. 2' x 3 E -3'x3' c01umn. 3'x3* base. SLIM: AI “ 1.6/8'column. 3'x3"base. Super Truss type. T = Standard diagonal configuration. M • Modified. 3 ..... 1. MO 01. OMR ..... Distance from floor to bottom of punched - column in inches, 36" standard. 00" and 12" also available. 1 - z � �� iF ;�'- '•'<.:.r'�'�.t4�');`�: { u'Y. t':�,+,' •IMi' % ?„ DEPTH DEPTH TYPE DJ s s �1 V D or G 3" °t 4" T • STANDARD DorG EorF R • HEAVY DUTY LOWER HORIZONTAL Cant -Leg TM upright truss designation DEPTH 31 3 { • 1 + TYPE OK Super Truss TM upright designation U044144•DT36 '1�W �• ,:1 :,"� :i b1d *` .?` u ;�` r, u� �'.'t�'i�K� ° p "�+r "' EorF DEPTH z � R•R*INKORCED OorG EorF 6 - .SANITARY WITH HEAVY DUTY LOWER HORIZONTAL D or G B • SANITARY BACK COLUMN ONLY 11 LB 'co 'EQ a'L oars 19 0011 LL'1 09rt 90'1 • 019'9 tr o►L'r 9r ar9 SL' 0,0'1 zr• 005'9 9r ours 01.0'9 sr o /r'9 ..951 ..991 or 11' ll' .010'1 QOVC rL' 90 o ►a'► 0 11'9 N• 16' .001 0 111 211 1 r 010'C 069'2 01'1 9L' 091'C 0sL'L .911 96' El' 001'9 0C6'Z sr 15 °tire arc's 9r 99 019't O01'9 sr or 0l$t OL1'9 11'1 11'1 50 M't ows 0eo'9 OW 9 on', 80'1 10'1 11' S1'L 091'9 a►'s on's art • 94 01rt - .41:70'L .011'6 .0119 01' 1r IL' M' OM'L arc turf OL 9 �• u • 11' ours 09 0916 otEu ts• sr If Lr OL9'9 0!0''6 WW1 0011 0r 1r sr 9L' 0101 •011 *OWL .Ot ►'s 6►' Or 1i'' 010'01 .066''6 •ort'6 L►' s9' L9' 00r'o1 0116 0016 r s►' sc 005'01 0167 089'5 1►• C►' LC' ols'ot 011'01 OsL'r 61' or 9t' f►' Osr 11 0!10 0111 .0101 CC' 11 et' 19' 01111 09C'01 0996 061'5 Ste' or Lc' 9r' ML' 1 L .. 09101 099'6 099' 9c. !9' Or 29' 010'Z1 or 11 ott's own ON'tt 090'81 OL9'0t 051'6 92' !2' 99' lt' 0(191 096'91 0L2' 11 0916 or ss' 61' LL' 000'x1 000'91 01981 099 t et' (1' 91' re' 000'91 000'91 029'91 0n6' 1 t LL' 91' 9L' sl' 000'91 000 000'91 016'21 60' s0' 60' 91' 000'91 000'91 000'91 000 90' 10' CO' 01' 000'91 000'91 000'91 000 KBD u 'l 911 011111 0L1r 01'1 69'1 0619 oat sr rr 0911 Ot0'9 090'1 Oars, lL' 10 019's o19'9 sr ►r .Ot19 .0919 0119 099'9 19' 9L' 0191 0911 L►' a' 0916 0M's 99' sr 0019 064"; Cr Cr 0219 ON'S LY Or Zr .000' .0019 .0111 Or' 91 09' 0l1'L 0261 091'9 oat .0906 .052'1 99' Cs' 99' O9 ►'L 0111 0991 Lt' 99' Or 056'1 0291 OIL'S CL' 09' t1' 0115 0C1'L 0016 tit' ,c• 06r5 OCL'C Oz' 58' 1a' OCLOL 009 Occ'L $1' r2' 02' O91'11 0(2 0901 9L' 6l' LL' 0sc'8 .00101 .061 OL' 9L' 91' OCrt t .01111 .050'01 wI u91964190 AIm* NIoO inIINO Apwodl0 .0111P .05t1 2 L' 012 65' .019'• 9L' .0CC' L .058't At{olrr0 SC 095C 81' •081 99' 15' 009'9 010'9 L;' 09' 08L'9 Osrt 69' 2;' 060'4 024'► 9C' (9' 000'9 059'9 62' 1C' 009'9 010'9 .059'9 OL' .0t9'L neit2•Nr0 nWted• O9' oorr 1c' Oa'c sz' OOL'9 OZ' 011'6 'n'942/1 1001900415 m *up . .4'3A *Inrwoo ammo* spin% IwII0 +Od 4. t&iretAVVirM CONTACT PERSON: CITY OF TUKWILA Department of Community Development Building Division-Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 REVISION SUMMARY: oq SHEET NUMBER(S) .04 C-C/M° "Cloud" or highlight all areas of revisions and date reffisions. SUBMITTED TO: Frb VGA 7 Planning Fire CCLAA.. tt-u-c c6 OC444_,". Cettiziaciv C orkl) el Cate Ca 2 0 .44.6 , 1A 1 49,0 w-na aele,‘ ati f ; d fl(k)J € M M9 a i - 5113 1 cri RECEIVED. CITY OF TUKWILA MAY 1 3 1997 PERMIT CENTER REVISION SUBMITTAL DATE: LC / ""-- 1 7 - PLAN CHECK/PERMIT NUMBER: Doi PROJECT NAME: 1 / ,e7cr*,c3 cOa.vv PROJECT ADDRESS: 3 s 0 - vc-\ CkC PHONE: 62- MC' —2C70 c7L■ le'00 CITY USE ONLY Pubith Works 3/19/96 .,M.,::.as•ta :. 1A::%:.:: _.tr. «.sa,ti;.�.:; .1,s:. +�Y:r,F�z•..r: REVISION SUMMARY: C.� �t SUBMITTED TO: gab CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 c c "A g",' r C:..dzT.,- vra;m'.YS.C.i. .: rtr 'lo,:.VG':1-Ftir�srtOtf,'!Y, ".. RECEIVED CITY OF TUKWILA APR 2 41997 PERMIT CENTER REVISION SUBMITTAL DATE: r024 7' PLAN CHECK/PERMIT NUMBER: D9 7 " D ( 9 PROJECT NAME: 1 e A l ,S PROJECT ADDRESS: 43 _ So • [ O 4 CONTACT PERSON: )o i ykAco- lge PHONE: 06 -g4 6 - 8'6 70 ' RC ek I CO1/4.41(7V6 e_ ri even 11ca_C ouv‘ 4-0 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. CITY USE ONLY April 16, 1997 Fire Department Review Control # D97 0119 Re: Rack at Award Metals, 4357 S 104 P1 Dear Sir: City of Tukwila Fire Department The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 1109.2) Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and.NFPA 231.5 -1) 2. 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) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 231C) 3. Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, ,(b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 231C, 3 -2.3) 4. :Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 Page number City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief 5. Depending on the classification of the commodity being . stored and the size of the storage area, smoke vents and curtain boards may be required by Table 81 -A of the Uniform Fire Code. Contact the'Tukwila Fire Prevention Bureau for further information. 6. Depending on the classification of the commodity being stored and the storage height, in -rack sprinklers may be required per N.F.P.A. 231C. Contact the Tukwila Fire Prevention Bureau for further information. 7. 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. 8. High -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC article 2, sec. 209 -H) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 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) 5734404 • Fax. (206) 5754439 John W. Rants, Mayor Thomas P Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575•1404 • Fax (206) 575-4439 COUNTY OF KING AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON CITY OF T( ' 'tWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 ss. t WANK • 4G00,4,41/14e-k,\ 5 Tvto, l V7cn. V i a viAcvko , states as follows: 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under, Section 18.27.090 of the Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. 3 13 , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction ,fit , _ ✓� �� AFFCONT.DOC 5/29/96 APPLICANT Signed and sworn to before me this oVt day of , 19Q. NOTARY Pf LIC in • nd for the State of Washington, R e,eet residing at County. Name as commissioned: l /._ LNA.L My commission expires: 6" 9 -00 18.27.090 Exemptions. This chapter shall not apply to: ti 1. An authorized representative of the Onited States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5., The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of a structure; 6. Any construction, alteration, improvement, or repair of personal property, except this chapter shall apply to all mobile /manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9.) Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is Tess than $500, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division AFFCONT.DOC 5/29/96 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work.upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor; of the opera is made into contracts of amounts Tess than $500 for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 12. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 14. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his sole compensation; 16. Contractors on highway projects who have been prequalified by chapter 13 of the Laws of 1961, RCW'47.28.070 with the department of transportation to perform,highway construction, reconstruction, or maintenance work.