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HomeMy WebLinkAboutPermit D97-0221 - KENWORTH TRUCK COMPANY - CRANE SYSTEMCity of Tukwila \ Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 542260 -0060 Address: 8801 EAST MARGINAL WY S Suite No: Location: Category: ACOM Type: DEVPERM Zoning: MIC /H Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: SEATTLE Wetlands: .0 South: .0 East: .0 West: .0 Sewer SEATTLE Slopes Y ..:.... Contractor License No:.. JLFCOI *081RW OCCUPANT KENWORTH TRUCK COMPANY 8801 'EAST MARGINAL WY. S, SEATTLE, WA 98108 OWNER KENWORTH MOTOR CORP 8801 E MARGINAL WAY, SEATTLE WA 98108 MING CHERNG Phone: 2 -5156 515 116TH AVE NE, SUITE 204, . BELLEVUE, WA 98004 JL F CONSTRUCTION PO BOX 62, MILTON WA 98354 *** * * * * * * ** ***ek*4riY** ***** *9c***tk*** **** *4r** * *** ** ***ik9r*** *rotik** *fir** * * ***tk'k•kvlr**** *fir * *k* Permit Description: INSTALL' A FREE STANDING CRANE SYSTEM INSIDE EXISTING HIGH BAY WAREHOUSE. ****************************************************** * * * * * * * * * * * * ** * * * * * * * * * * * * * * ** Construction Valuation: $ 98,745.00 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 Time: 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: $ 1,458.15 ***************************************************** * ** * * * * ** * * * * * * * * * * * * * * * * * ** * *k CONTACT CONTRACTOR Permit Center Authorized Signature: 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. DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: Occupancy:' WAREHOUSE UBC: 1994 Fire Protection: AFA Streams: (206) 431 -3670 D97 -0221 ISSUED 07/25/1997 01/21/1998 46 aRra_ Date : - 7-J-5 - n. Date j - v-S l 7 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. Address: 8801 EAST MARGINAL WY S Suite: . Tenant: Type: DEVPE'M Parcel #: 542260 -0060 CITY OF TUKWILA Permit No: D97 -0221 Status: ISSUED Applied: 07/08/1997 Issued: 07/25/1997 * k****• k**** 16***• k• k*****• k**• k• k***• k• kk*****• k*****• k* k*** * *** * ***•k* * * ** *k *•k*k•k*k Permit Co.nditions: changes. will be made to the plans unless approved by the Architect or Engineer and th,e.,..:Tuk.w_.il,a.,.Building Division. 2. Plumbing permits shall _b.e cib':t ained though, the Seattle -King County Department o,f ub Pl ic'`Health. P'lunibingwi l l be inspected by that agency, including all gas 'p."iping (296 - 4722) Electrical per'm`its:;,s,hal l be obt�afined" ,through .: Washington State Division` of;.,.Labor,. and Industries and .all •electr Twork wi 1 lF he'`"ins_pe'cted by,.:th'at'' a gen "cy.,(248 '6630) mechan4cal work shall be under separate per rmi i i ssued-. by the City -'of :°Tiikwi la All per vi ts, . inspection :reco)-ds, and approved `plans ' sha 1 1 be available at the sit'e, prior to the start of con struct:ion . These documents are.: to be maintained'and..avai l`- ab1e«'unt;Wfinal inspection approval is granted. All s,t ructu.ral concrete "'shal be special inspected (UBC -- Sec '306 (a`) ] ) Ail;" itructura.1 welding •shall` b'e done; b.v.W.A.B.0. certified we;i,ders and special inspected `(UBC ; Sec. 306(a) 5) . All. high s't rengt . h ,bolting s,h'all be spec_ia1 ."inspected, (U8C Sec 30 6(`i )6) When special Jnspection is;:'requ,ired either the owner, archi.tecto`r' e.nginee'r noti.f.y_the'' a Buildi Division o,;t•:`'=appointment of the insp prior.: the b;ui lding inspection. Copies of a11. ::special inspection reports shall be submitted `te 6'ui l_Ging Division in a tiinely manner. Reports 'shall .. contain address- :,;, projename, permit number and type. of inspection being, performed. 10. The special inspector shall submit a final igned :.report stating whether the work' requiring special inspection 'wa's, to the best'of the inspector's "knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the'UBC. 11. All construction'.t'o:,.be done in conformance with..approved plans and requirements, of . the Uniform, Building Code (1994 Edition) as amended, Uniform Mechanical : Code (1994 Edition), and Washington State Energy °Code (1994 Edition). 12. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for or an approval of any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. Project Name/Tenant: Free Standing Crane System Kenworth Truck Company Existing use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School /College /University Value of Construction: 98,745 Site Address: 8801 E. Marginal Way, Seattle, WA 98108 City State /Zip: Tax ParFgI Number: 9LI,Zaion- 00(71 Property Owner: nn Y/i-GifiP //1/ Will there be rack storage? ❑ yes ® no Phone: Building Square Feet: 14,430 existing ) Street Address: /3Ei _/ 7/i t9' City State /Zip: Fax #: Contractor: JLF Construction Phone: 838 -9599 Street Address: P.U. Box 62, Milton, WA 98354 City State/Zip: Fax #: 874 -6842 Architect: N/A Phone: Street Address: City State /Zip: Fax #: Engineer: East West Engineers, Inc. Phone: 646 -5156 Street Address: 515 116th Ave NE, Suite 204, Bellevue, WA City State /Zip: 98004 Fax #: 646 - 5157 Contact Person: Ming Cherng Phone: 646 - 5156 Street Address: City State /Zip: Fax #: Description of work to be done: Install a free standing crane system inside existing high bay warehouse on Kenworth property. Existing use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School /College /University ❑ Multi- family X Warehouse ❑Hospital ❑ Motel /Hotel ❑ Office ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ® Manufacturing ❑ MoteVHotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes ® no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes ® no Existing fire protection features: ❑ sprinklers © automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 14,430 existing Area of Construction: (sq. ft.) 7500 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes 171 no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Commercial / Multi - Family Tenant Improvement / Alteration Permit Application ❑ 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: gal ❑ Miscellaneous 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. Dale application accepted: Date application expires: Application to by: (initials) a PLEASE SIGN BACK OF APPLICATION FORM CIPERMIT.DOC 1/29/97 CITY OF TUI(''VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 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 by the Public Works Department) ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation 0 Private 0 Public 0 Private 0 Public 0 Water Only Schedule* BUILDING 0 NER OR AUTHO ED AGENT: Signature: /1 Date 7/8/97 Print name: Marvin L. Davis Phone 227-5033 1 Fax #: 227-5804 Address 1601 N. 8th St. City /State /Zip Renton, WA 98055 ALL COMMERCIAUMULTI -FAIL Y TENANT IMPROVEMENT /AL •ATION PERMIT APPLICATIONS MUBE SUBMITTED WITH THE FOLL • WING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL 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 in ❑ 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. 0 ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ © Construction details FJ -- ❑ 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 I 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. CTPCRMIT.DOC 1/29/97 icb•A kic**.A***k*A CITY OF TUKWILA, WA AT TRANSM *********i******************* ** A*****k***(***kAk*****A****A* TRANSMIT Number : R9700619 Amount: 885.50 07/25/97 16:30 Payment Method: CHECK N o t a t i o n : I(ENWORTH TRUCK In i t: KJP Permit No: D97-0221 Type: DEVPERM DEVELOPMENT PERIf Parcel No 542260-0060 Site Address: 8801 EAST MARGINAL WY S Total Fees: 1 This Payment 885.50 Total ALL Pmts: 1.458.15 Pal ance: .00 Amount 881.00 4.50 Account Code Descr pt i on 000/322.100 BUILDING - NONRES 000/386.904 STATE BUILDING SURCHARGE • 2516 07/29 1719 TOTAL 885.50 * ** *k** *********** hAkkk******k****** k** *A **k: kkhlrA *:k* ***Irkk *k CITY OF TUKWILA.. WA a 1 RAN5MIT *k *Jr * * *** *** ** * •*. * * * ** k* * 'k+A : 4� 1• �C * kkkk** • *•k*• ***•k•.. * TRANSMIT Number: R 9700609 Amount: 572.65:. 07/08/97 10 Payment " Method: CHECK. Notation: KENWORTH TRUCK Init: SLB Permit No D97 --0221 Type: DEVPERM DEVL "LOPMEN'f PER MI r Parcel No: 542260-0060 Site Address: 8801 EAST MARGINAL WY S 1•otal Fees: 1:.4583.15 This Payment 572.65 • Total ALL Pmts: 572.65 Balance: 085.50 ********** kkkkk* A* * * **k *** *A * * **A*k **k *A *k * **NA *k * **kk * *A *A ** *** Account Code •Description Amount 000/345.830 PLAN CHECK •- NONRES 572.65 1.7 r7 07/08 9717 TOTAL 572.65 • * g0'391:18 .14101 ** Sincerely, JCF/RR PACIFIC. TESTING LABORATORIES September 15, 1997 Certificate No, 9707 -1085 Mr. Duane Griffin City of Tukwila Building Department 6300 Southeenter Boulevard, Suite 100 Tukwila, WA 98188 Reinforced concrete (cast in place) Structural steel erection Structural weld inspections cc: Marvin Davis 1601 North 8th St. Tukwilla, WA 98188 acmes C. Freeli • �'IS.E., Senior Vice ' •`nt ar-- .-...e •••. ..._._ _noon • _._ •w ..,.- ...,....e..... A Division o Subject: Project Name: Kenworth Truck Co. High Bay Crane Project Address: ��8�1 -E- 'l arginal Way Permit #: WORK REQUIRED WORK INSPECTED Reviewed by: Robert A. Ross, E.1.T., Project Manager, Construction Services Gootechnimla cea.tructiow c....m.. • wr....mq • frown. Prffl We have completed the requested special inspections on the subject project. Our final report (CR 257830), is dated July 30th • 1997, Reinforced concrete (cast in place) Structural steel erection Structural weld inspections To the best of our knowledge, all work inspected conformed to approved plans, specifications, UDC, and related codes, and/or verbal or written instructions from the Engineer of Record. 119f o1'l11aiion To Budd On MPS! • 3257 16th Avenue West • Seattle, WA 98119 • Phone 2061282.0666 • Fax 2061282.0710 7.0/Urd 71 01 2,Gh9 ' ,7 967 1 k7R9 19d :+0:LT 4,6i 9T caS Project: h Type of irispection• �- Address: : ` t ) D ate called: Special instructions: U ,;;� s., ) -. r ,`. ! ' Date 'wanted: f 5 �i I I�/ a:m; p.m, Requester: ,; � -►-111 1t1 Phone No • 1 1 Approved per applicable codes. ~ONO 1.16110111.4 INSPECTION RECORD ; L Retain a copy with permit( -�� 7 022-I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila 1 W A 98 :8 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: GC Inspector: Date: / 2 , 5 / 9 9 $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: 3 Project: i A 6 Type . of in pectiori: dd ess• _ i� 1 c".4A— 4i WC WC �.� : . ,t , ; bete called: ` a 4 a 0 Special instructio s r ?. 'f ASk. He_ a49 L Lim At ! Date .wanted: / a- `1 -97 Ca .m) p.m. — Phone No.: / - 5 j -x '9 I q 5`) INSPECTION RECORD Retain a copy with permi INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: r Nfn R- t t 2(?D Date: I t pi $42.00 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Prafc : j \„ — � j Type —I of inspegr _ () !NC Adcress ate called: Special instructions: ate wanted: O _' �� 072: Requester: Phone N "19 1 1 Z,Z(p COMMENTS: Date: x;/, $42.00 REINSPECT ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, CaII to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permii� INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 (206) 431 -3670 pproved per applicable codes. Corrections 'required prior to approval. fl; ;f r• . . . . ••:-,:.,„,,,•..•.:...•.., ,, .. . ..:,... . .......• .7 ..... , ,•..... ....„, • ....,.,•.......,..• [ , ...,•.•......„. • ..„.., •.. ...„.. ....,...,. .. .„.. ,, : ,..,,•".... ...„.... ,,..., ..E • .,..,..........•..• . •,. STRUCTURAL CALCULATIONS FOR FREE-STANDING BRIDGE CRANES STRUCTURE OFF-HIGHWAY ASSEMBLY RELOCATION July 8, 1997 Prepared By: /1.110 /CA NAM IA 4192siii; It.1111ZWM.. /0111•1001/1 11111111•1111N111111111111/11111liOna• IOW SIN/ 111011/ %VIM/ 111111/ tall UM' WOW s..pg m .'0101:51nflkk 1V,St tt'lp, \ • Cki`i OV AU'ik\I\111.P, A?P‘10 A997 tv‘i ICA) lalligOiG °NOVA RECEIVED JUL. A A 1997 EAST-WEST ENGINEERS, INC. 515 - 116th Avenue N.E., Suite 278 Bellevue, Washington 98004 (425) 646-5156 FAX: (425) 646-5157 RECEIVED CITY OF TUKWILA JUL 08 1997 PERMIT CENTER or • oaa - 1. FRAME LAYOUT TABLE OF CONTENTS 2. WEIGHTS 3. LOADS @ COLUMN 4. SEISMIC FORCES 5. GIRDER DESIGN 6. COLUMN DESIGN 7. JOINT DESIGN 8. BASE PLATE DESIGN 9. CRANE 2 FRAME - LONGITUDINAL DIRECTION 10. BRACING DESIGN 11. FOOTING DESIGN 10. APPENDIX: COMPUTER PRINTOUT 17 14 19 20 13 ETCP 1 i S 44:0 . Ci ... e 0 2 *)) 0 23970 .09 t',N sr V, ON trts- - frame layout c,- 43,z,p6f )e. WFLd (-AD (_\ 11.1 Fu 1.1 wA s-L Nil - d a ��� '1 5 s4n 1Qfil .a(C enGl 'A 1 x i)(9.'9 . - I ' 1 x ti = 1'14- '1 /o �sn • oj K romET i3Izifie (pul.lwAT ,8s7)01 r(4t • ( 0 re NT 2 7 G P 1 ) c I rDit•IT 11 1 4x(0' - ± 3 % - flip) s- I Let.1 iTurm4k. D-T w X Ito Xz. \A/ Wet61-1 3 21.0 e ()4 = crL VL/e1M7 G K- • GPriLle k C u W/ = IOa 2,0X2X0jxG- V ON 1 xCkl.el-f 14- = 6 :;1 1 H =7 o,o, 0 > ptzcx = 1 .011( u7.E. 1.: ( 7 ■ .,. (a, W 2 .4 x Coe l/e4Tp2A' 13k.A4c4 F RexiAa • Fbx • 141 16,0, o X12— les; el44 K`2't G z 0 k r/x 5 °. Zj a a < igH €'1><-171'19 xio 2O7& or-/y1 1 r7 Lo'lL w -1 Lsm 91 C al Lol 411 0'201 21X2'1:Z.2 lz as/e 4/ otal ( 1,te A-LNL Nw4, • 0 SoC..., p 2 dcxto _ )-3,73 - 1 C5A 7-3,1 3 — , 3s� AL 0,415 C C 3, ' Pv ceE X 3 = 14,4 i 1, 1 15,E ' 1/ v u &N VV1• 3)4.1,2;27=-.2). (,.71,e_,(.0?‹4xV k-2 1,oxt &x12 _ 1°1.4 - -4 44 �3 r• r .� 17, (TizA (I) f= 64), 0 .K- 1-1- , 0 K-- • F.,..- koi‹., , -A,' 1.1.-= K i [2i/1;Q •-•,.• VC = 0: fl( s-• c1 ' )-1 i l2N -? 471 1 tict o' I6 - t x Ix t (- Li4 44: 's it • 17 stfeAly 1_ vAA. 2 X 4 7 194 0,s0 ta 410-A-&_ H (-75 5 F01 1L A F" o 4 4 ?) ;■ 1/4 -p x 0 sOzo--1-034 t e fx perc 74° H 1- 0-0 •■••••■,. +0:31 21k3 G:To I k Kc.f 0 j a, (3) Fm rp 61, 0-1-4,, ‘,6, H.= Ill 14. oTH . APPENDIX:: COMPUTER PRINTOUT L l 1 User ID: EAST -WEST ENGINEERS, INC. PAGE NO. ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** * S T A A D- III * Revision 21.1W * Proprietary Program of * RESEARCH ENGINEERS, Inc. * Date= JUL 7, 1997 * Time= 17:29:54 * * * USER ID: EAST -WEST ENGINEERS, INC. t****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1. STAAD PLANE (KENWORTH BRIDGE CRANE 1) 2. UNIT FT KIP 3. JOINT COORDINATES 4. 1 0.0 0.0; 2 5. 5 25.3 27.0; 6 6. 9 50.7 0.0; 10 7. MEMBER INCIDENCE 8. 1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 9. 6 6 7; 7 7 8; 8 8 9; 9 2 10; 10 11. MEMBER PROPERTY 12. 1 2 3 6 7 8 TA ST W24X68 13. 4 5 TA ST W27X84 14. 9 10 TA ST W14X90 16. UNIT INCH 17. CONSTANTS 18. E 29000. ALL 19. DENSITY STEEL ALL 21. SUPPORT 22. 1 9 PINNED 24. UNIT FT 25. LOADING 1 (DL + LL) 26. SELFWEIGHT 1.0 27. JOINT LOAD 28. 10 FY -58.0 29. 11 FY -22.3 31. LOADING 2 (SEISMIC) 32. JOINT LOAD 33. 4 FX 2.1 34. 3 7 FX 2.9 35. 2 11 FX . 1.8 37. LOADING 3 (HORIZONTAL) 38. JOINT LOAD 39. 3 7 FX 3.4 41. LOAD COMBINATION 4 (DL + LL + SEISMIC) 42. 1 1.0 2 1.0 44. LOAD COMBINATION 5 (DL + LL + HORIZONTAL) 45. 1 1,0 3 1.0 47. PERFORM ANALYSIS 0.0 18.1; 3 0.0 23.2; 4 0.0 27.0 50.7 27.0; 7 50.7 23.2; 8 50.7 18.1 1.8 18.1; 11 48.8 18.1 6 11 KENWORTH BRIDGE. CRANE 1 :,PROBLEM STATI NUMBER OF JOINTS /MEMBER +ELEMENTS /SUPPORTS = 11/ ,:10/ 2 ORIGINAL /FINAL BAND -WIDTH = 8/ 2 TOTAL PRIMARY LOAD CASES = 3, TOTAL DEGREES OF FREEDOM = 29 SIZE OF STIFFNESS. MATRIX = 261 DOUBLE PREC. WORDS REQRD /AVAIL. DISK SPACE = 12.02/ 225.2 MB, EXMEM = 15.4 MB + +. Processing Element Stiffness Matrix. + +':Processing Global Stiffness Matrix. ++ Processing Triangular Factorization. +. +Calculating Joint Displacements. ++ Calculating Member Forces, User ID EAST -WEST ENGINEERS, - . PAGE -NO .' 53; PRINT MATERIAL :PROPERTIES 1 29000.0 14500.0 2 29000.0 14500.0 3 29000.0 14500.0 4 29000.0 14500.0 5 29000.01 14500.0 29000.0 14500.0 7: 29000.0 14500.0 8. 29000.0 14500.0 29000.0 14500.0 29000.0 14500.0 DEN ALPHA 0.00028300 0.00000000 0.00028300 0.00000000 0.00028300 0.00000000 0.00028300 0.00000000 0.00028300 0.00000000 0.00028300 0.00000000 0.00028300 0.00000000 0.00028300 0.00000000 0.00028300 0.00000000 0.00028300 0.00000000 ************ L L L 1 User ID: EAST -WEST ENGINEERS, INC. NWORTH BRIDGE CRANE 1) -- PAGE NO MEMBER'PROPERTIES. UNIT - ST' W27 X84 ST W24 X68 W24 X68 W24 X68 W14 X90 10 ST W14 X90. • * * * * * * * * * * ** END OF,DATA FROM INTERNAL STORAGE * * * * * * * * * * ** 56. UNIT FT 57. PRINT JOINT COORDINATES 20.10 9.85 20.10 9.85 20.10 9.85 24.80 12.29 24.80 12.29 20.10 9.85 20.10 9.85 20.10 9.85 26.50 6.17 26.50 6.17 IY/ SZ 1830.00 70.40 6.99 154.24 1830.00 70.40 6.99 154.24 1830.00 70.40 6.99 154.24 2850.00 106.00 8.50 213.40 2850.00 106.00 8.50 213.40 1830.00 70.40 6.99 154.24 1830.00 70.40 6.99 154.24 1830.00 70.40 6.99 154.24 999.00 362.00 13.75 142.51 999.00 362.00 13.75 142.51 1.87 15.71 1.87 15.71 1.87 15.71 2.81 21.29 2.81 21.29 1.87 15.71 1.87 15.71 1.87 15.71 4.06 49.86 4.06 49.86 0.000 0.000 0.000 2 0.000 18.100 0.000 0.000 23.200 0.000 0.000 27.000 0.000 25.300 27.000 0.000 50.700 27.000 0.000 50.700 23.200 0.000 50.700 18.100 0.000 11:. 9 • 50 ' 7°0 • 10 1 . eoo 18.100 0.000 0 0 . . 0 00 00 0 18.100 0.000 48.800' ************ END OF DATA FROM INTERNAL STORAGE ************ User ID: ST ENGINEERS INC • . . • • • . • •. , „ • ' ' • . .• , ' • • • . • .•. • •.• . •• • „ :JOINT, COORDINATES • COORDINATES ARE FEET UNIT „ . . . dOINT Z ( KENWORTH BRIDGE CRANE 1) User ID EAST-WEST ENGINEERS, INC. MEMBER INFORMATION MEMBER START END LENGTH BETA JOINT JOINT (FEET) (DEG) RELEASES 1 1 2 18.100 0.00 2 2 3 5.100 0.00 3 3 4 3.800 0.00 4 4 5 25.300 0.00 5 6 25.400 0.00 6 7 3.800 0.00 7 8 5.100 0.00 8 9 18.100 0.00 2 10 1.800 0.00 8 11 1.900 0.00 '.************ END OF DATA.FROWINTERNAL STORAGE , •• . , , . • . • 59. PRINT SUPPORT INFORMATION :SUPPORT INFORMATION (1=FIXED, O=RELEASED) UNITS FOR SPRING CONSTANTS ARE KIP FEET DEGREES JOINT FORCE-X/ FORCE-Y/ FORCE-Z/ MOM-X/ MOM-Y/ MOM-Z/ KFX KFY KFZ KMX KMY ickz 1 1 1 1 1 1 0 0.0 0.0 0.0 0.0 0.0 0.0 9. 1 1 1 1 1 0 0.0 0.0 0.0 0.0 0.0 0.0 ********:**** END OF DATA FROM INTERNAL STORAGE 60. PRINT DISPLACEMENTS ************ . • , r i L (KENWORTH BRIDGE CRANE 1) User ID: EAST -WEST ENGINEERS, INC. -- PAGE NO. 9 JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = PLANE JOINT LOAD X -TRANS Y -TRANS Z -TRANS X -ROTAN Y -ROTAN Z -ROTAN 1 1 0.00000 0.00000 0.00000 0.00000 0.00000 - 0.00053 2 0.00000 0.00000 0.00000 0.00000 0.00000 - 0.00736 3 0.00000 0.00000 0.00000 0.00000 0.00000 - 0.00448 4 0.00000 0.00000 0.00000 0.00000 0.00000 - 0.00789 5 0.00000 0.00000 0.00000 0.00000 0.00000 - 0.00501 2 1 0.20626 - 0.02247 0.00000 0.00000 0.00000 - 0.00185 2 1.42304 0.00188 0.00000 0.00000 0.00000 - 0.00481 3 0.86894 0.00116 0.00000 0.00000 0.00000 - 0.00297 4 1.62930 - 0.02058 0.00000 0.00000 0.00000 - 0.00666 5 1.07520 - 0.02131 0.00000 0.00000 0.00000 - 0.00482 3 1 0.29892 - 0.02261 0.00000 0.00000 0.00000 - 0.00125 2 1.67203 0.00242 0.00000 0.00000 0.00000 - 0.00323 3 1.02361 0.00149 0.00000 0.00000 0.00000 - 0.00200 4 1.97095 - 0.02019 0.00000 0.00000 0.00000 - 0.00448 5 1.32253 - 0.02112 0.00000 0.00000 0.00000 - 0.00325 4 1 0.34765 - 0.02269 0.00000 0.00000 0.00000 - 0.00094 2 1.79002 0.00281 0.00000 0.00000 0.00000 - 0.00193 3 1.09617 0.00173 0.00000 0.00000 0.00000 - 0.00118 4 2.13767 - 0.01988 0.00000 0.00000 0.00000 - 0.00287 5 1.44381 - 0.02096 0.00000 0.00000 0.00000 - 0.00213 5 1 0.34639 - 0.12518 0.00000 0.00000 0.00000 0.00024 2 1.78958 - 0.00069 0.00000 0.00000 0.00000 0.00091 3 1.09617 - 0.00035 0.00000 0.00000 0.00000 0.00056 4 2.13597 - 0.12588 0.00000 0.00000 0.00000 0.00115 5 1.44256 - 0.12553 0.00000 0.00000 0.00000 0.00080 6 1 0.34513 - 0.01075 0.00000 0.00000 0.00000 0.00006 2 1.78914 - 0.00281 0.00000 0.00000 0.00000 - 0.00192 3 1.09617 - 0.00173 0.00000 0.00000 0.00000 - 0.00118 4 2.13427 - 0.01356 0.00000 0.00000 0.00000 - 0.00187 5 1.44130 - 0.01248 0.00000 0.00000 0.00000 - 0.00113 7 1 0.33881 - 0.01048 0.00000 0.00000 0.00000 - 0.00027 2 1.67123 - 0.00242 0.00000 0.00000 0.00000 - 0.00323 3 1.02361 - 0.00149 0.00000 0.00000 0.00000 - 0.00200 4 2.01004 - 0.01289 0.00000 0.00000 0.00000 - 0.00350 5 1.36243 - 0.01197 0.00000 0.00000 0.00000 - 0.00227 8 1 0.31177 - 0.01008 0.00000 0.00000 0.00000 - 0.00053 2 1.42239 - 0.00188 0.00000 0.00000 0.00000 - 0.00480 3 0.86894 - 0.00116 0.00000 0.00000 0.00000 - 0.00297 4 1.73415 - 0.01197 0.00000 0.00000 0.00000 - 0.00534 5 1.18070 - 0.01124 0.00000 0.00000 0.00000 - 0.00350 9 1 0.00000 0.00000 0.00000 0.00000 0.00000 - 0.00185 2 0.00000 0.00000 0.00000 0.00000 0.00000 - 0.00736 3 0.00000 0.00000 0.00000 0.00000 0.00000 - 0.00448 4 0.00000 0.00000 0.00000 0.00000 0.00000 - 0.00922 5 0.00000 0.00000 0.00000 0.00000 0.00000 - 0.00634 10 1 0.20626 - 0.08321 0.00000 0.00000 0.00000 - 0.00232 2 1.42304 - 0.10196 0.00000 0.00000 0.00000 - 0.00481 3 0.86894 - 0.06298 0.00000 0.00000 0.00000 - 0.00297 , LL (ICENWORTH BRIDGE CRANE 1) • : JOINT. DISPLACEMENT (INCH RADIANS) , • LOAD X-TRANS Y-TRANS Z-TRANS 4 1.62930 5 1 2 3 0.86894 4 1.73420 5 1.18070 1.07520 0.31177 1.42244 - 0.18517 - 0.14619 -0.00666 0.10767 0.06654 0.10101 0.05988 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 ili END OF LATEST ANALYSIS RESULT 61 . PRINT MEMBER FORCES X-ROTAN 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Y-ROTAN Z-ROTAN 0.00000 -0.00713 0.00000 -0.00529 0.00000 -0.00033 0.00000 -0.00480 0.00000 -0.00297 0.00000 -0.00514 0.00000 -0.00330 ************** KENWORTH BRIDGE CRANE 1) MEMBER END FORCES STRUCTURE TYPE = PLANE ALL UNITS ARE -- KIP FEET MEMBER LOAD JT AXIAL SHEAR -Y SHEAR -Z TORSION MOM -Y MOM -Z 1 1 1 60.92 -2.97 0.00 0.00 0.00 0.00 2 -59.68 2.97 0.00 0.00 0.00 -53.79 2 1 -5.06 5.75 0.00 0.00 0.00 0.00 2 5.06 -5.75 0.00 0.00 0.00 104.09 3 1 -3.11 3.40 0.00 0.00 0.00 0.00 2 3.11 -3.40 0.00 0.00 0.00 61.54 4 1 55.86 2.78 0.00 0.00 0.00 0.00 2 -54.62 -2.78 0.00 0.00 0.00 50.30 1 57.81 0.43 0.00 0.00 0.00 0.00 2 -56.57 -0.43 0.00 0.00 0.00 7.75 2 1.52 -2.97 0.00 0.00 0.00 -50.76 3 -1.17 2.97 0.00 0.00 0.00 35.60 2 2 -5.06 3.95 0.00 0.00 0.00 - 104.09 3 5.06 -3.95 0.00 0.00 0.00 124.24 3 2 -3.11 3.40 0.00 0.00 0.00 -61.54 3 3.11 -3.40 0.00 0.00 0.00 78.88 4 2 -3.54 0.98 0.00 0.00 0.00 - 154.84 3 3.89 -0.98 0.00 0.00 0.00 159.84 5 2 -1.59 0.43 0.00 0.00 0.00 - 112.30 3 1.94 -0.43 0.00 0.00 0.00 114.48 User ID: EAST -WEST ENGINEERS, INC. -- PAGE NO. 11 3 1 3 1.17 -2.97 0.00 0.00 0.00 -35.60 4 -0.91 2.97 0.00 0.00 0.00 24.31 3 -5.06 1.05 0.00 0.00 0.00 - 124.24 4 5.06 -1.05 0.00 0.00 0.00 128.23 3 -3.11 0.00 0.00 0.00 0.00 -78.88 4 3.11 0.00 0.00 0.00 0.00 78.88 4 3 -3.89 -1.92 0.00 0.00 0.00 - 159.84 4 4.15 1.92 0.00 0.00 0.00 152.54 5 3 -1.94 -2.97 0.00 0.00 0.00 - 114.48 4 2.20 2.97 0.00 0.00 0.00 103.19 4 1 4 2.97 0.91 0.00 0.00 0.00 -24.31 5 -2.97 1.22 0.00 0.00 0.00 20.42 2 4 1.05 -5.06 0.00 0.00 0.00 - 128.23 5 -1.05 5.06 0.00 0.00 0.00 0.27 3 4 0.00 -3.11 0.00 0.00 0.00 -78.88 5 0.00 3.11 0.00 0.00 0.00 0.16 4 4 4.02 -4.15 0.00 0.00 0.00 - 152.54 5 -4.02 6.28 0.00 0.00 0.00 20.70 5 4 2.97 -2.20 0.00 0.00 0.00 - 103.19 5 -2.97 4.33 0.00 0.00 0.00 20.58 5 1 5 2.97 -1.22 0.00 0.00 0.00 -20.42 6 -2.97 3.36 0.00 0.00 0.00 -37.71 L User ID: EAST -WEST ENGINEERS, INC. (KENWORTH BRIDGE CRANE 1) -- PAGE NO. 12 MEMBER END FORCES STRUCTURE TYPE = PLANE ALL UNITS ABE -- KIP FEET MEMBER LOAD JT AXIAL SHEAR -Y SHEAR -Z TORSION MOM -Y MOM -Z 2 5 1.05 -5.06 0.00 0.00 0.00 -0.27 6 -1.05 5.06 0.00 0.00 0.00 - 128.19 3 5 0.00 -3.11 0.00 0.00 0.00. -0.16 6 0.00 3.11 0.00 0.00 0.00 - 78.88 4 5 4.02 -6.28 0.00 0.00 0.00 -20.70 6 -4.02 8.42 0.00 0.00 0.00 - 165.90 5 5 2.97 -4.33 0.00 0.00 0.00 -20.58 6 -2.97 6.47 0.00 0.00 0.00 - 116.59 1 6 3.36 2.97 0.00 0.00 0.00 37.71 7 -3.62 -2.97 0.00 0.00 0.00 -26.41 2 6 5.06 1.05 0.00 0.00 0.00 128.19 7 -5.06 -1.05 0.00 0.00 0.00 - 124.20 3 6 3.11 0.00 0.00 0.00 0.00 78.88 7 -3.11 0.00 0.00 0.00 0.00 -78.88 4 6 8.42 4.02 0.00 0.00 0.00 165.90 7 -8.68 -4.02 0.00 0.00 0.00 - 150.62 5 6 6.47 2.97 0.00 0.00 0.00 116.59 7 -6.73 -2.97 0.00 0.00 0.00 - 105.29 7 1 7 3.62 2.97 0.00 0.00 0.00 26.41 8 -3.97 -2.97 0.00 0.00 0.00 -11.26 2 7 5.06 3.95 0.00 0.00 0.00 124.20 8 -5.06 -3.95 0.00 0.00 0.00 - 104.06 3 7 3.11 3.40 0.00 0.00 0.00 78.88 8 -3.11 -3.40 0.00 0.00 0.00 -61.54 4 7 8.68 6.92 0.00 0.00 0.00 150.62 8 -9.02 -6.92 0.00 0.00 0.00 - 115.32 5 7 6.73 6.37 0.00 0.00 0.00 105.29 8 -7.08 -6.37 0.00 0.00 0.00 -72.80 8 1 8 26.44 2.97 0.00 0.00 0.00 53.79 9 -27.67 -2.97 0.00 0.00 0.00 0.00 2 8 5.06 5.75 0.00 0.00 0.00 104.06 9 -5.06 -5.75 0.00 0.00 0.00 0.00 3 8 3.11 3.40 0.00 0.00 0.00 61.54 9 -3.11 -3.40 0.00 0.00 0.00 0.00 4 8 31.49 8.72 0.00 0.00 0.00 157.85 9 -32.73 -8.72 0.00 0.00 0.00 0.00 5 8 29.55 6.37 0.00 0.00 0.00 115.33 9 -30.78 -6.37 0.00 0.00 0.00 0.00 9 1 2 0.00 58.16 0.00 0.00 0.00 104.55 10 0.00 -58.00 0.00 0.00 0.00 0.00 2 2 0.00 0.00 0.00 0.00 0.00 0.00 10 0.00 0.00 0.00 0.00 0.00 0.00 3 2 0.00 0.00 0.00 0.00 0.00 0.00 10 0.00 0.00 0.00 0.00 0.00 0.00 L L (KENWORTH BRIDGE CRANE 1 MEMBER. END FORCES UNITS ARE -- KIP FEET MEMBER LOAD JT AXIAL 4 5 2 10 2 10 8 0.00 11 o.00 • 1.79 8 -1.79 11 0.00 8 0.00 11 1.79 17. -1.79 8 0.00 11 0.00 4***4,*******.** END 62.: PRINT SUPPORT STRUCTURE TYPE =. PLANE: 0.00 0.00 0.00 • 0.00 REACTION SHEAR-7Y SHEAR-Z 58.16 - 58.00 58.16 - 58.00 22.47 - 22.30 0.00 0.00 0.00 0.00 22.47 - 22.30 22.47 -22.30 User: ID: EAST-WEST ENGINEERS, 'INC. PAGE 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TORSION MOM-Y 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 OF LATEST ANALYSIS RESULT ************** 0.00 0.00 • 0.0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 • 0.00 104.55 • 0.00 104.55 0.00 42.53 0.00 0.00 0.00 0.00 0.00 42.53 0.00 42.53 0.00 - (KENWORTH BRIDGE CRANE 1) SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE = PLANE JOINT LOAD FORCE -X FORCE -Y FORCE -Z MOM -X MOM -Y 1 2.97 60.92 0.00 0.00 0.00 0.00 2 - 5.75.. -5.06 0.00 0.00 0.00 0.00 3 -3.40 -3.11 0.00 0.00 0.00 0.00 4 -2.78 55.86 0.00 0.00 0.00 0.00 5 -0.43 : 57.81 0.00 0.00 0.00 0.00 1 -2.97 27.67 0.00 0.00 0.00 0.00 2 -5.75 5.06 0.00 0.00 0.00 0.00 -3.40 3.11 0.00 0.00 0.00 0.00 - 8.72 32.73 0.00 0.00 0.00 0.00 - 6.37 30.78 0.00 0.00 0.00 0.00 * * * * * * * * * * * * ** END OF LATEST ANALYSIS RESULT * * * * *. * * * * * * * ** . * * * * * * * * * * * * * ** END OF STAAD -III * * * * * * * * * * * * * ** * * ** DATE = JUL 7,1997 TIME 17:29:57 * * ** ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * For questions on STAAD- III /ISDS, contact: *. * RESEARCH ENGINEERS, Inc at *, * Ph: (714) 974 -2500 Fax: (714) 921 -2543 ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Au.a ACTIVITY NUMBER D97 -0221 DATE 7/08/97 PROJECT NAME KENWORTH TRUCK COMPANY DEPARTTXNT: G DIVISION ig) / LIC WORKS .N Ft 7t(D -q-7 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 7/10/97 COMPLETE 14 • COMMENTS TUES /THURS ROUTING: PLEASE ROUTE 11 NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL CORRECTION DETERMINATION: C:ROUTE -F %tn c.00rthfl*oy Cop3 PLAN REVIEW / ROUTING SLIP FIRE PREVENTION ' PLANNING DIVISION STTRUCT AL � 264 PERMIT COORDINATOR al i i (Si G\ IS - Re-�vr n�'a - t ta5197 NOT COMPLETE ❑ NOT APPLICABLE DATE DUE DATE 7/24/97 APPROVED U APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) 0 DATE REVIEWERS INITIAL DATE DUE DATE _ APPROVED n APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) ❑ (Certification of occupancy required. I •lrWM. : ACTIVITY NUMBER D97 -0221 PROJECT NAME KENWORTH TRUCK COMPANY DEPARTMENT: BUILDING DIVISION i FIRE PREVENTION ❑ PLANNING DIVISION ❑ PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS TUES /TUURS ROUTING: PLEASE ROUTE v NO FURTHER REVIEW REQUIRED klowevez.. ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F N PLAN REVIEW / ROUTING SLIP NOT COMPLETE ❑ NOT APPLICABLE ❑ S4S"•,' �a7' w3Erd".; ;E%'huy�C?:.r1+Lt!`i�6 Yd'.t`.:M:'.Y tout' R� .w.•`u{,Hk,- :�EyiF.:�.1"���,K+' DATE 1 - 10 —C 1/ APPROVALS OR CORRECTIONS: (ten days) DUE DATE 7/24/97 .�1 APPROVED El APPROVED WI CONDITIO �.� NOT APPROVED (attach comments) El `€fir ( R53 DATE/ (" 7--• DATE DUE DATE 7/10/97 (Certification of occupancy required. DATE 7/08/97 CORRECTION DETERMINATION: DUE DATE APPROVED 17 APPROVED WI CONDITIONS 111 NOT APPROVED (attach comments) ❑ 5►Rt)cmgAt. 1c R nit Re.D. ACTIVITY NUMBER D97 -0221 PROJECT NAME KENWORTH TRUCK COMPANY DEPARTMENT: BUILDING DIVISION PUBLIC WORKS PLAN REVIEW / ROUTING SLIP J DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE t l NOT COMPLETE COMMENTS TUES /THUR.S ROUTING: PLEASE ROUTE r NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL l ! 1 t'.t. ?51 4` sTa' istm Yeatsi; "lx.M. 1.95 73motnr.,igki^zirr 'Witw{X ;kl+*1R"«'�77Y.'4!�M1!r. APPROVALS OR CORRECTIONS: (ten days) APPROVED ( APPROVED W/ CONDITION REVIEWERS INITIAL 5 ( D CORRECTION DETERIVONATION: APPROVED I I APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F N FIRE PREVENTION PLANNING DIVISION a STRUCTURAL n PERMIT COORDINATOR Q DATE 7 /0 —6 1 7 DATE DUE DATE DATE 7/08/97 NOT APPLICABLE 7/10/97 DUE DATE 7/24/97 NOT APPROVED (attach comments) Q DATE 71 I i DUE DATE NOT APPROVED (attach comments) Q (Certification of occupancy required. '7f!!' .',iF.litG: wwr.xrss'��t w* sr c.1., mfri rk��s :ho: . vtritr. ; rtceraar: wrr r,^ .^xfracrgnsyviv4Fretr..,lmrt ;s:.ate^5zaiaB*+' °75 vttts? ",h'Str t 0 PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0221 PROJECT NAME KENWORTR TRUCK COMPANY DEPARTMENT: BUILDING DIVISION p) FIRE PREVENTION p PLANNING DIVISION ■ PUBLIC WORKS STRUCTURAL PERMIT COORDINATOR p 1 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE E COMMENTS • NOT COMPLETE p NOT APPLICABLE El TUES /THURS ROUTING: PLEASE ROUTE p NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF p (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE 7 / 0 f'I APPROVALS OR CORRECTIONS: (ten days) APPROVED ( l APPROVED W/ CONDITIONS Ell NOT APPROVED (attach comments) 0 REVIEWERS INITIAL DATE CORRECTION DETERMINATION: APPROVED* El APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 REVIEWERS INITIAL C:ROUTE -F DATE DUE DATE DATE 7/08/97 7/10/97 DUE DATE 7/24/97' DUE DATE (Certification of occupancy required. ) : i:744 X ∎ZwIZTW.c4 '.1.t°uS t . i174. ,tai :ut'itt+ ; i2? 4 `4 ti.- ' ?1!'all"t ::;tl`n i+i wkwKi. ACTIVITY NUMBER D97 -0221 PROJECT NAME KENWORTH TRUCK COMPANY REVIEWERS APPROVALS OR CORRECTIONS: (ten days) APPROVED p APPROVED WI CONDITIONS p . REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL C:ROUTE -F DATE DATE DATE V / 49' PLAN REVIEW / ROUTING SLIP DATE 7/08/97 DEPARTMENT: BUILDING DIVISION FIRE PREVENTION p PLANNING DIVISION El PUBLIC WORKS ■ STRUCTURAL p PERMIT COORDINATOR 0 J DETERMINATION OF COMPLETENESS: (T,Th) NA COMPLETE l� I NOT COMPLETE El COMMENTS DUE DATE 7/10/97 NOT APPLICABLE p TUES /THURS ROUTING: PLEASE ROUTE E NO FURTHER REVIEW REQUIRED ROUTED BY STAFF ri (If routed by staff, make copy to master file & enter Sierra.) DUEDATE 7/24/97 I NOT APPROVED (attach comments) p DUE DATE APPROVED WI CONDITIONS p NOT APPROVED (attach comments) 0 (Certification of occupancy required, ) CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: � °'I-�, • (?' 7 PLAN CHECK/PERMIT NUMBER: D / 7- 6 2- PROJECT NAME: K 'J G f l 7'v Clc CRANE I� PROJECT ADDRESS: SG / G . / /A/4Lr K/4'f S'C }TTLC aim w/ /- CONTACT PERSON: til /f/ZVoki 04V/ S PHONE: REVISION SUMMARY: (I) MOVED 5TROCTORA ' p SW TH SLUE o f T7 .6u/U?/A19. u' L/ &D 8 Lo cA- 770A/S , (SC? dec—v .6) (3) 01, n14 T7 FE'd Tin S SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: . Bldg.: Planning Fire RECEIVED CITY OF TUKWILA PERMIT 1 0ENTER - d'►' r CITY USE ONLY Public Works JIB 3/19/96 R 0 B E R T FOSS -1'Pfl A S S O C I A T E S CONSUL:ONG ENGINEERS July 24, 1997 City of Tukwila 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Attention: Mr. Duane Griffin Reference: 97 -T -15: Kenworth Truck company (097 -0221) RFA #97102 -15 Dear Mr. Griffin: We have reviewed information for the proposed project for compliance with the structural provisions of the 1994 Edition of the Uniform Building Code as adopted and amended by the City of Tukwila: Thefollowing comments should be addressed by the permit applicant: 1. Provide for special inspection of field welding per Chapter 17 of the U.B.C. 2. Call out size of W24 columns on drawings. 3. Drawing B; Sections A and B: Call out plinth ties. 4. Drawing B; Section D: Show top stiffener plate welds to column. 5. Drawing C; Section G: Call out beam connection plate welds. 6. Drawing C; Detail 4: Call out all gusset and stiffener plate welds. 7. Drawing D; Details 5 and 7: Call out all welds. The above listed review comments should be responded to in itemized letter form. We recommend that the permit applicant respond and resubmit two copies of revised drawings directly to our office. We have forwarded a copy of this letter to the Engineer of Record, Ming Cherng of East West Engineers, Inc. and to the owner for your convenience. If you have any questions or require any additional clarification, please call. Sincerely, ROB , RT Ro .ert SOCIATES INC., P.S. RJF /jw f c: Ming Cherng, East West Engineers, Inc. Marvin Davis, Kenworth Truck Co. A PROFESSIONAL, 2030 FIRST AVENUE SERVICES SUITE 203 CORPORATION SEATI1I'.11ASIIINCTON 98121 'mum IONE: (200) 256 -11103 FAX: (200)256.0107 JUL 2 5 1997 • • Dear Sir: City of Tukwila Fire Department Fire Department Review Control #D97 -0221 (510) July 15, 1997 Re: Kenworth Truck Company - 8801 East Marginal Way South The attached set, of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. 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. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 2. No fire mains shall be disconnected without prior approval. 3. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 57$4439 Page number 2 City. of Tu lavila John VV. 1?ants, Mayor Fire Department Thomas P. Keefe, Fire Chief • • The Tukwila Fire Prevention Bureau Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 Phone: (206) 5754404 • Fax (206) 5754439 July 11, 1997 Crystal Kolke Robert Fossatti Associates Consulting Engineers 2212 Camas Circle S.E. Renton, WA 98055 City of Tukwila Department of Community Development Steve Lancaster, Director Regarding: 97-T-15: KENWORTH TRUCK COMPANY. (D97-0221) Dear Crystal Kolke: Please do structural review per U.B.C., 1994 Edition. Sincerely, Shellie L. Bates Permit Technician 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 ,. 00. to i:: -- 4 O,•D um � i iirikial,. d \ ' L G:.wl� Ile 1 Ii NI ol ell: . a OK ••0,+ tool. I f - f l •1 , 111• fI o,. ' • 7 .1, ,, '. : . t , • tie a Mini 00.00.0 PARK1 . 1 taAN 5 Nils, 00.11 KENWORTH 1,0.9 •.., — •1,11• • I, C O L L' 1A , •4, :191«. , 1'31 'k1. • al • crania" ti IIIII� e Y '• M / 1 M• 1• ���� , ` • 1 1111. I YID. C (Mike 0 MIEN LERINIm .•,« II • .•.1 CENTER f ,90u I, , 18, 11 1 1 r m a?: rit ; i L me I 2 i II - murilips _® �' AMBIll l t' N- ,. 1w ,I “ BURIEN 1111 Trig r. IyIr�ILll� VERTO G0,. 7500 •1 I• • • I, ta",'i R BE Aim late :des ` noreel pl •• 10•«0 •1, J,. ► I Car1t Mew... I �� fairy OwrA Rely 5 K•/ 4: rr 7 ,2• . 10 1 Ara .t.a.d M oprt `1 ,, :97/ PERMIT CENTER KEWWORTH TRUCk COMPM►P( VICINITY MAP �71 LEGAL DESCRIPTION Portion of Francis McNatt Donation Claim No. 38, and being part of Sections thirty -three (33) and thirty -four (34), Township twenty -four (24) North, Range four (4) East of the Willamette Meridian, described as follows: Tract three (3) as shown on the partition map filed in Cause No. 120091 of the Superior Court for King County, Washington, more particularly described as follows: Beginning at a point on the West line of East Marginal Way, which point bears North 89 degrees 15 minutes 54 seconds West along the Donation Claim line 2470.01 feet and South Twenty -three degrees 40 minutes 59 seconds East along the Westerly line of East Marginal Way 167.68 feet from the intersection of the line between the Donation Claim of Francis McNatt and Henry Van Asselt with the East line of said Section 33, said point of beginning being the Northeast corner of the tract of land to be described; running thence West 1499.53 feet to the Easterly line of the Commercial Waterway; thence South 15 degrees no minutes and no seconds East along the said Easterly line 456.10 feet; thence East 1574.72 feet to the Westerly line of East Marginal Way; thence North 23 degrees 40 minutes 59 seconds West along the said Westerly line 481.09 feet to the point of beginning. Less a parcel of land situated in Tract 3, The Meadows, according to the plat thereof, being a part of the Francis McNatt Donation Land Claim No. 38 in Section 33, Township 24 North, Range 4 East of the Willamette Meridian, King County, Washington described as follows: Beginning at a point in the westerly line of Primary State Highway No. 1 (East Marginal Way) that is 373.77 feet Southeasterly, measured along said westerly line, from the north line of said Francis McNatt Donation Land Claim; thence southeasterly along a straight line which forms an angle of 7 17' from southeast to south with said westerly line of highway, a distance of 134 feet, more or less, to a point 17. feet distant southwesterly, measured at right angles, from said westerly line of highway; thence southeasterly along a straight line parallel with said westerly line of highway a distance of 135 feet, more or less, to a point in the south line of said Tract 3; thence easterly along said south line a distance of 18.5 feet, more or less, to a point in the westerly line of Primary State Highway No. 1 (East Marginal Way); thence northwesterly alorg said westerly line a distance of 275 feet to the point of beginning. A portion of the Francis McNatt Donation Claim No. 38, in Section 33, Township 24 North, Range 4 East, W. M., in King County, Washington, being that portion of Tract No. 2 as shown on the partition map filed in Cause No. 120091, of the Superior Court of King County, Washington, more particularly described as follows: Beginning on the westerly line of East Marginal Way South, which point bears North 89 15' 54" West 2470.01 feet along the Donation Claim Line and South 23° 40' 59" East 648.77 feet along the Westerly line of East Marginal Way South from the intersection of the line between theDonation Claims of Francis McNatt and Henry Van Asselt with the east line of Section 33, Township 24 North, Range 4 East, W. M., in King County, Washington; running thenc EIVED 1574.72 feet to the easterly line of Commercial Waterway No. 1, thence 15 00' 00" East along said easterly line 237.76 feet, thence East 10n.EL0O 8 1997 PERMIT CENTER feet to a point designated herein as Point "A" for subsequent reference; thence South 23° 02' 00" East 46.03 feet; thence East 561.38 feet to the westerly line of East Marginal Way South; thence North 23 40' 59" West along said westerly line 297.03 feet to the point of beginning; EXCEPT that portion thereof conveyed by Monsanto Chemical Company to Great Northern Railway Company, et al, by deed dated March 7, 1957, recorded under King County Auditor's File No. 4784818. RECEIVED CITY OF TUKWILA JUL 2. 5 1997. PERMIT CENTER d d • e . z 17743 r•1'. 1.? , j 4r-r • . 4 4 . 3 Tic ‘ e • STATE OF WASHINGTON • ; „ „ .• F625-052-000 13•92) AAA RECEIVING 9,600 Sq.Ft. Controlled Warehouse 10,500 Sq.Ft. /, / iiir " / / j/ / P r V OX rjf A Controlled Warehouse (uncovered) 3,800 Sq.Ft. Fifth Wheel 21,600 Sq.Ft. Fuel Tank 10,800 Sq.Ft. Small Parts Paint 8,600 Sq.Ft. I II 1 1 I k I I I Controlled Warehouse 14,550 Sq.Ft. rcrklift Maintenance ,800 S Surplus JIT Rack Staging 6,500 Sq.Ft. 097-0221 Office Equipment Storage 2,700Sq.Ft. �, FREE STAND! GRAN Warehouse Rack Staging Returnable JIT Racks 15,100 Sq.Ft. 1,800 Sq.Ft. Controlled Warehouse 40,850 Sq.Ft. Returnable JIT Racks Controlled Warehouse 1,400 Sq.Ft. 13,700 Sq.Ft. KENWOR T H SEATTLE FACILITY 46 TRUCKS /DAY EXPANSION Maintenance 22,100 Sq.Ft. (7,900 Sq.Ft. covered) /Fabn caon 6,300 Sq.Ft. Leased to NW Container 180,000 Sq.Ft. Fiberglass Molds 5,000 Sq.Ft. AREA - Fabrication Controlled Warehouse - Maintenance - Misc. Storage Staging — Employee Parking — Class 7 Mat'l Storage - Returnable JIT Racks — Leased to NW Container Employee Parking 66,200 Sq.Ft. TOTAL SQ.FT. (APPROX.) 88,700 Sq.Ft. 80,400 Sq.Ft. 23,900 Sq.Ft. 43,100 Sq.Ft. 66.200 Sq.Ft. 17,700 Sq.Ft. 15,500 Sq.Ft. 180,000 Sq.Ft. SEPARATE PERMIT REQUIRED FOR ❑ MECHANICAL 0 ELECTRICAL 0 PLUMBING GAS PIPING :TY OF TUKWILA E3'J'iLDtNG DIVISION FILE COPY 1 wad ',land that the Plan Ch,ck E.op o are of .'. .till-' t1 " e%far$ and or[ ,.,1 of any Rai ,�_In5 does not au:nor ,.t c. ,,autpd cud or �;... Cs copy otappro,,,i Pe met No RECEIVED CITY OP TUKWILA i. ilL 0 8 t09; PERMIT CENTER Dq7- 0Qad D97-0221 13 L0 L. r® I' OX.al % FraT14 Solt-S: I I ( =( ��.. � , oj' 4 o''(±) 2 -0 �c��v Trar 1 1l (T.o. (A Ref. IV EAST -WEST ENGINEERS, INC. j13CN CT O ' (11.11 F/)c1` I i f g FLA14 (T. o. gahwAT Bak( k (L -Uc(C C-tC . o c A3rf- ma4Tokt I7A{ -06 � (' I7 t �Visr ► 1,6U6_ 24,1 7 a - A THESE DOCUMENT$ REVIEWED FOR CONFORMANCE WITH THQ FOLLOWING ORDINANCES ;PI ' STRUCTURAL PER UNIFORM RUILOINO CODE CI - NON- STRUCTURAL PER UNIFORM BUILDING CODE CI WAC SI -20 BARRIER -FREE REGULATIONS THE APPLICANT IS RESPONSIBLE FOR CONFORMANCE MATH Ati APPLICABLE ORDINANCES SUBJECT TO REQUIREMENTS AND I NTERPRETATIONS OF THE GOVERNING AUTHORITY, i Data M /! I : Dab Our' G � - = � . / /,� By: GENERAL NOTES BUILDING CODE: Construction, materials handling, and workmanship shall be in accordance with the following: (1) Uniform Building Code, 1994 edition. (2) The requirements of General Safety and Health Standards of the Washington State Department of Labor and Industries. FOUNDATION: (1) Footing shall be placed on undisturbed soil. (2) Compact existing soil to a dense condition. (3) Allowable soil bearing pressure: 1,500 psf. BACKFILL: Backfill shall be compacted to at least 95 percent of the dry density. CONCRETE: PAINT: ( ( (3) Concrete shall have a minimum of 28 days strength (f',) of 3,000 psi. At the time of steel erection, concrete shall have reached a strength of 2,500 psi. Use of high- early - strength concrete is acceptable. Concrete shall not contain calcium chloride. Maximum slumps shall be 3 -1/2 inches. Concrete Protection for Reinforcement: Cast against earth 3 inches Plinth 2 inches Slabs 2 inches (4) Forming around footings not required. (5) deformed type. Where concrete is casted against earth, soil shall be thoroughly dampened. No standing water is allowed, however. REINFORCING STEEL: Reinforcing steel shall be billet steel, ASTM A615, Grade 60, STRUCTURAL STEEL: (1) Structural steel and plates shall conform to ASTM A36. (2) High strength bolts shall conform to ASTM A325. Washers shall conform to ASTM F436. Bolts and washers shall be galvanized. Tighten bolts to the following tension values: 5/8" bolt 3l4" bolt 7/8" bolt EPDXY: For doweling rebars: 19.0 kips 28.0 kips 39.o kips (3) Anchor bolts shall conform to ASTM A36 or ASTM A307 (Grade B), galvanized. (4) All welding shall be in accordance with the AWS standards. (5) All welding shall be done on bare metal. (6) Welding electrodes shall be E7OXX. (7) Minimum connection plate thickness shall be 3/8 ". (8) Unless noted otherwise, minimum welds are 1/4" fillet weld on both sides of oo'' the connection. L) ppovi 5pcc L II45 G7tON 6F p c Wetywq pc- - e '7 6F 7(16 GROUT: For grouting column base plates, one of the following materials may be used: (1) Sealtight 588 by W.R. Meadows, Inc. (Distributed by Norcoe, Inc. Tel: 206- 282- 9759). (2) Masterflow 928 by Masters Builders, Inc. (Distributed by Charles R. Watts Co. 206 - 783 - 8545). (1) Concresive Paste Lpl by Masters Builders, Inc. (Distributed by Charles R. Watts Co. 206 - 783- 8400). UNDERGROUND UTILITIES: While effort has been made by the engineer to pre - identify underground utilities in the site, it is the contractor's responsibility to coordinate with the Plant for underground utility locations. Contactor is cautioned for potential underground utilities not shown on drawings. GROUNDING: Refer to electrical for grounding detail. (1) Refer to Kenworth Renton plant specifications for paint and primer materials, and specifications. (3) Repair /touch up damaged or unpainted area after erection. t 09 -D2 W74 cote 7 FKAH LA1.1 Q O -3 STIF _ ( isT, Ij , CG 13RACGp GOLS 4 CLS ° STIFF - I GA SIpG 1/ Tco Iixl5T' - 'E- G i A32-c-,13 F' cal (14D GxISTI 13EA-1.1 wig U) 3'¢ Se TT vez, G COCATob X 13 - 17,t //.t WA'r BE - — 18 8 � T P.- WZq-caL ( i< 21,4,16 cN O 60, '(, 33,LTs ca 1 --10 11 /du Hc,-Av' Nox girl LTTr 4- , '134 0 "'r PS &Tod I" CII K'�sE ..DS. aF SLA if @ eoT. wow v goT of (TYr, M /Xleou u 7) l r r tm To /3b1:1" AM- AKouNP cf(P 4 act-is 'D) NaT�: 6 P&L" -no l%AYol T (0 Wkr ( � ECTtoN 0 O �EGT11tJ (4) (,,1 FAQ NaTI ; (V. s s--T ix" F,K .ADDITonWL I ts1 Fo lzt-16TOO iJ (Z) Sae pSTA11 l' Fel( TIe LA ( SECTION WI( (TIP) We/ C-11- r) + �I + 4 i �+ II' STIFF Vt74coL- EAST-WEST ENGINEERS, INC. 3 D tDnc' CAL 2a / -3� / (b (xItTE WI(' -1 klOT aniel ck}c6vfJ ;fit\ � STIFF t Iv Y FS W -2 4 ct - O GC-) l%L47o►•-I y b 'r_I , O 11 1- fi r,= r - 0'• 1 TR J k Cc S� TTL L(tKl +r r-Ic c. D /T& = 1 /C,M'77 RC i /ISrc>J Q RV(-I: 24 7-7c' 7-13 C% soir.,e; oil o 2_2./ o=o' 44 nv5L 4" ei I4 - 10 sti's ts - Mcti (1) AocHeK Norrs (on G - Tso, FA-Ts kr./Ase- pt-I.t14 surr-Ace. A-Rou t4D OL-- b (,"' r--ce Xp , k a. uo,r4 F is ( 4 F 1 (I) Sac 5 ac-TIN FoK ,ApptTre,m,41._ (?) Sae verAIL '1" FaK TIE LATouT (Ay,/ A2-c, (Tr) L- - j exiST1,4 TRaice (?ye, lo LIN (ir) (3)X3 1220T. ' c W (2- Beilvl, Nrre-• W sss f --12 K @ - ) ps--rAI FeR Tie LATAT L- sc.to.; w21- co L 5 E ,-6 TwM scAia; r w2 „L sTIFF !L- c (1r) Q w/ (4) A-3z_5 130t-fs EAST-WEST ENGINEERS, INC. 0 ffr-/ 4 o'-c; (' 5 A3 !bi- 0" SCA-L-E L-8" 0 Pe-TAIL_ scAte; Tkuck CATTLE GOACtitiqC1ro,t1 DA\TE -1 A,117q Re N 0 97 C W12- bc7 O21L1 Sera -t.G; 1 I VI uL. ED PO L__ pUNTH . X I Vz X 2' -0 I /Zu i O PETA►L— W cal-- f -lees F % Argct Lf EAST -WEST ENGINEERS, INC. I E,;, 0)4t`F Tie 4" O ` L,1 KITH - ri e U��'6117 S6-t ; I ",1 d' Kai 0 FT E-1 77e Cc SCEi 3Ast+r J 7CAJ bATe- : - 1/�/1 1`Y7 Z.L\ DWG, 2-4 91 °7