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Permit D98-0297 - KENWORTH TRUCK COMPANY - BRIDGE CRANE AND ROOF TRUSSES
D98 -0297 8801 E. Marginal Way So. Kenworth Truck Co. City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 542260 -0060 Permit No: D98 -0297 Address: 8801 EAST MARGINAL WY S Status: ISSUED Suite No: Issued: 09/23/1998 Location: Expires: 03/22/1999 Category: AMFG Type: DEVPERM Zoning: MIC /H Const Type: Occupancy: INDUSTRIAL PLANT Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: SPRINKLERS Setbacks: North: .0 South: .0 East: .0 West: .0 Water: SEATTLE Sewer: SEATTLE Wetlands: Slopes: Y Streams: Contractor License No: JLFCOI *081RW OCCUPANT KENWORTH TRUCK COMPANY 8801 EAST MARGINAL WY S, TUKWILA WA 98188 OWNER KENWORTH MOTOR CORP 8801 E MARGINAL WAY, SEATTLE WA 98108 CONTRACTOR J L F CONSTRUCTION PO BOX 62, MILTON WA 98354 CONTACT RONALD LONG Phone: 206 -494 -9400 1000 DENNY WY, SUITE 800, SEATTLE WA 98109 k*************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *. Permit Description: ADD 1 TON BRIDGE CRANE TO PORTION OF BUILDING. MODIFY 2 ROOF TRUSSES TO ACCOMODATE. *************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 9,380.00 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: Public: Storm Drainage: N Street Use: N. Water Main Extension: N Private: Public: ****************************************************** * * *. * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: • $ 303.56 *************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Date: x:0,- 5 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. Signature:___ Print Name: JJetirg --- s G2 A/G Date: ( Z re This permit shall become null and void if the work is not commenced within 130 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUKWILA Address: 8801 EAST MARGINAL WY S Permit No D98-0297 Suite: Tenant: Type: DEVPERM Parcel #: S42260-0060 Status: ISSUED Applied: 09/01/1998 Issued: 09/23/1998 .k.P****%4*********1(***k*************************************14k**.k*****kM Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the Tukwila Building Division. 2. All permits, inspection -records,:and: approved plans shall be available at the .5ob:site-priOr to the start :of any con- struction. TheseAocuments,:are to be maintained and avail- able until fi.nal inspection approval is granted..: 3. All structural weldina''shall be done by W.A:.B.O. -certified welders and .special inspected (UBC - Sec.- 306(a)S) 4. All high,-strength bolting shall be special inspected (UBC - Sec. 306(a)6) S. When special inspection is requir)ed either the owne'r,,, architect or engineer shall notify::the Tukwila, BuilAing DivisiOn of:appaintment.:of• the inspection agencies prior to the first:buildi.ng inSPection. Copies of all specia)::''' inspeCtiOn--repoyts shall be submitted to the Building- Divi„.SIon.in;a timely"Manner.H Reports shall Contain address,,,,. pr aject name, stermit:number::and type'of inspection 'being_ perfarmed. G. The,...special insbectgrshal1,'subii)ita,final,signed repOrt stating whetherthe work requiring specjalinspection was. to -the best of the inspectors knowledoe, An conformance*:. with.approved planSand specifications.and the applicable.' workmanshipprovistans of • 7. All.:ConStruction to be done in confamance—with plansand requirements of the Unifor:M1 Building Code (1997 Edition) as amended, Uniform Mechanical Code .(1997 Edition), and Weshington State Energy Coda* (1997 fiAltion): -- 8. Validity of Permit., The issuance at . a permAtor of plans."fsPecifications, and comOutatiOns:shall riot be con*4:-/ strued tO:be a permit for, or an approvalof, any:yialati3On of any of .:the Orbvisions of the buii,dinglcode or';'Osf anv other ordinance of the jurisdiCtian,: No permit pres6Wing to give authoritVto violate or cancel :the provisionsofthis . code shall be-'vali.d. '.• CITY OF TUI(1IILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 R,STAFF`.USEON• Project Number: Permit Number: P'18' 02.1 '7 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant: _ -- -- -� �'/7 ;'k6rC,!;" (C'v��?II,L' /4 Value of Construction: �� �._ 5c " L' /)GG /G` % 5 ) o Site Address: { i_,, "- ) / E . ,!?.'I/ 6 !i� - '. -1 c (- ?- % .e5 . - City State /gZip�:. e177/ /1, "GG',G4 �/,4t ,5/ / > L_ ", • Tax Parcel Number: `1 `: vy - Z�60.- C >)C�G -,- Phone: ( z (-'Cs ) 6 -2-6.) " 46'e: Z Property Owner: , > /- - -: C ,t,' i1/C:. ; --, /,' ,- t .i Tc,, L Street Address: City State /Zip: Fax #: Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ❑ no "�1/4 Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Contractor: --. / z_ f ( G, ' ✓.I' i /? L/ C ,.7--- (c • -•� l /L.- C_ Phon : 2.) l� j �, 75-5 2. -�`"� ,- �- Street Address: ,,� _ / �/ City State /Zip: . 0 :,y �, A «TCA,, �i 1- ;- yyr` Fax #: • .� C - 7 v -- &i:,v-2 Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: // Engineer: // /t. / 5 C:1___.‘:7/24---'.•-••• /,mac.- Phone: (• u ) V9 — `J V Cu Street Address: - ) City State /Zip: j ��,:,, "'_-?t- ,.1-4- ' xi,//7/ ,r . ( ,e6' C' " /y 777.4---, L''V'4 %S; e.2 Fax #: c- d t( ;' V — C/S- C O Contact Person: /-s, - w .'q L ."-' L C /t- /6- Phone l \ 2 e' '/ 7 L - :/ `, - 9'5 > %' Street Address: City State /Zip: Fax #: L Description of work to be done: 41 /:>,-, L_- .:• , ,>,?, ,5 .:, /_ x',2,/1,' -'`= %cf.> /9 '/= T/c-,,v .? , ✓ ,.> '. L.- -, /ZG:'c '-- / 2c/ s- S, 6-. S. /,� / ` Ut- 41 3 47. / Existing use: ❑ Retail �❑11 Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital C711 Church 17.! Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑. Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes 0 no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes 0 no Existing fire protection features: 0-sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: / ' 2 Cr C-2) existing Area of Construction: (sq. ft.) /1-1/4 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ❑ no "�1/4 Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous ❑ Hauling 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. Date application accepted: Date application expires: CTPERMIT.DOC 1/29/97 Applica taken by: (Initials) .- PLEASE'..1SIGN BACK OF. APPUCATION...FOR ALL COMMERCIALI.MUL7'l -F. �`�► IL.YTENANTIMPR.OVEMENTIAL. RATION PERMIT APPLICATION S. =MUST .BE-SUBMITTE© WITH THE�FOL2OWING ➢ ALL C3Fi6WIILGS TC'1 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 ❑ ❑ 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. r❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished U ❑ Construction details El ❑ 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. BUILDING OWNER OR AUTHORIZED AGENT: Signature: ) / f' Date: / s-2,-,: Print name: ✓/a /_ ,, 7 /1-'l _, /U'•-i`' Phonct: 26d 11 c?Y .. ;.-/c-..1 Fax :., 06) �/9 y • -S_sao ` .. ` /7 L n v ,. �r z a / r! .:) � �"q , , r L� 4- �= /� /v g City/State/Zip CTPIiRMIT.DOC 7/29/97 • • )71,17.1777::,, 7.7774717717:t777-7.77,77:7 - ` * ill, a��**+Aa**a a*qt kit k*tk Ark .4 ***1‘ **41-A. *«.**+,*^+«a*Jr+` •CTTY OF TUKWILA, NA . ' »krRASMIT *a.A*++��*****ica+*,,,*+*******���e++��*46*a+ *�*.:k***+aA**a*+^+**** •' � TRANSMIT Number: R9700822 'Amount: \303.56 0,9/01/98 15:59 • Payment Method: CHECK Notation: HARRIS GROUP Init: BL. Perjmit No: D98-0297 Type: DEVP6RM DEVELOPMENT. ,PERMIT Parcel Not 542260-0060 ' Site Address: 8801. EAST MARGINAL WY •S • Total Fee,:,: This Payment 3O3.56 Tutal ALL •Pmts: • � 303.56 .� „ Balance: . •• • •OO • k *+* +.A ***+•A* **+ **lc** "kir* Aa+a*+*+*+A**o�+��xv"*+**+� Account Code 000/322"100 000/345.830 OOO/386.904 DeecTiptiun BUILDING NONRES PLAN CHECKH~ NONWES STATE BUILDING SURCHARGE Amount _ A8i.25`' •.• . ^_-----~---- `�� ' ` ^ 9717 ` 'TOTAL '`.- '303"56. .� INSPECTION RECORDr- Retain a copy with perml, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 981 PERMIT NO. 6) 431-3670 Project: k _ i,e/t4 t416)"" Type of i spe • n: ) >7 Address: Date called: 7•11-1 A5 Special instructions: Date wanted: Requester: j e rizet7eA, Phone Approved per applicable codes. Corrections required prior to approval. Inspector: Date: $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: r,„ • INSPEC 1 NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD"— Retain a copy with per k, b9e)- OZctri PERMIT NO. (206) 431-3670, Project: V / iSR Y1 ion r14 4. T \ uc-k' E.. Mqvck v Type of inspection,_: Date called: Address: SSOI Special instructions: Cc-al 3-€ ff 4c A 0 CO r4 1 ""° -Ponit Date wanted: , I0/14k .m. .Requester: -SeCP- ‘Z) avvev- eX-tel.---- I._ c/30 .A.-2726,.4_,-- ..-, 1-.4g4_. Phone No C€11- k-r-79-58T6 proved per applicable codes. orrections required prior to approval. 5 $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: 4-24a 44.-.0t „x7e0/ ,/".A.ir AL -Zit- ...1( All ?".1•C A * . ' 0 fi V /LS -/-7eft:, ' 5pi ('7y7ed tP cc. J'7f I._ c/30 .A.-2726,.4_,-- ..-, 1-.4g4_. /7401- 7 i /-' 1/ 6,t, , $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: m •,rsw. ^,. ^Y �rr,�r;;%r; i ;.•.,x•• City of Tukwila Fire Department John W. Rants, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas P. Keefe, Fire Chief Permit No. o297 Project Name k-tovu....)6427 �•{�r Address / Suite $ Retain current inspection schedule Needs shift inspection fr Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: .� Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM //4//t4/? Date Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-4439 PREVIOUSLY SUBMITTED PREVIOUSLY SUBMITTED PREVIOUSLY SUBMITTED PREVIOUSLY SUBMITTED PREVIOUSLY SUBMITTED KENWORTH TRUCK COMPANY 98 -1404 MANUFACTURING ENGINEERING SUPPORT [Bridge CraneModifications CIVIL / STRUCTURAL CALCULATIONS AREA 1. BRAKE ASSEMBLY BRIDGE CRANE RELOCATION 2. AXLE TACK BRIDGE CRANE REPLACEMENT 3A. TORQUE TOOLING BRIDGE CRANE 3B. 3 TON AXLE HOIST BRIDGE CRANE 3C. CROSS MEMBER MONORAIL 4. 2 TON UPGRADE TO 3 TON THIS SUBMITTAL 5. FIFTH WHEEL BRIDGE CRANE EXTENSI.ON•' PERMIT NOT REQUIRED - PERMIT NOT REQUIRED ^ PREVIOUSLY SUBMITTED PREVIOUSLY SUBMITTED THIS SUBMITTAL ** 6. CAB ASSEMBLY BRIDGE CRANE EXTENSION 7. JIB CRANE RELOCATION ( throughout buildingof�1�VlSo, 8. MISCELLANEOUS ( throughout building) C� ,\ ` APPENDIX_- STAAD ANALYSES PERM A. B. C. D. BRAKE ASSEMBLY 3 TON AXLE HOIST FIFTH WHEEL STUD WELDER 7 pages 15 pages 16 pages 13 pages ** PERMITS NOT REQUIRED FOR FLOOR - MOUNTED EQUIPMENT WITHOUT FOUNDATIONS Ns-0029i • PAGES. 1 -11 1 -8 .1 -10 1 -3 1 -2 to come • •1 -11 to come 1 -3 1 -2 Ewsn,tI 772urS 73RIDG,E BE.4A1 1 Tom .2'r" Hots TnOLL6y 04E,4.1 32�oc:JC -, 13egM New Be,DGe: RA,LS I To,J EKIs-rI N c4 4*- ( BpIbGe. ct?A4E E )ZiSi MICA, RAIL -S 1.6' LOADS 57/,✓G -ra.tiss Litee Load= Id co 5 I b. .257 /in act.- = 1 /LS lb 52Z/ -Gtk 3o et-f 23 faLP // t••;d✓c LA6.era.r! Loa.ol ' ,a/ (`•1,50016) —►- Sers,rn'c N/ril. ke rw,, -, , e z 5,921,6594 <aos )4s') r. a/ e- it 8 M,, 2/. 9 y k • -141A /1.90 1` —�- �+f S10 xzti,�( y-bx = /O. !o G k. 4 cot-cc) LA-no 'VS _REVISED Po P._ 5MALLEg_ ,LOADS sEE SNEETS 6.1, (0. Z FOR- rl1E LOAD 6ET6iZM r444 -770A) S Y-x 23 F ►< - /S. 26 ,esc' �bx 8,8/ F,„ /y 78 4/c.•r, r3 eelcfr'n r �occ./ Suess' = ZG,2P kso 0.6(5-e) = 30144. -► row cor.i,pLe r✓e Cc.Lcu La. L -,cr7s see.. -ihe. 4Y/OcJ/'i7? z/ modes. ." = 7 Use S (v x 24,44 DSE SotxZ3 A TITLE: S /r/HEE L-- /7' R/ DO,C CA*vE PROJECT: //0"-Cr. ENCii,V X /V 6( S )/,O - k_EMI/o,2T/-/ - 5 477- -E ENG.002.1.97 PROJECT NO. L/ DATE REV./.\ 9, /A DATE PAGE 1 �'98 l OF 6(6( CRANE BEAM STRESS CHECK REF. AISC ASD, 9th ED. CMAA #74 5wheelcr.xls INPUT LOAD /RAIL INFORMATION INTERMEDIATE CALCULATIONS Lifted Load + Hoist + Impact, P = 3 kips Number of Trolley Wheels = 4 Max Strong -Axis Bending, Mx = 11.9 k*ft Max Weak -Axis Bending, My = 0.563 k *ft Rail Type /Size = S8x23 Cross Section Area, A = 6.77 in2 Member Depth = 8.00 in. Max Unbraced Lngth = 15.00 ft. Web Thickness, tw = 0.44 in. Flange Width, bf = 4.17 in. Flange Thkness, tf = 0.44 in. rT = 0.95 in d /Ar = 4.51 Sx = 16.20 in3 Sy = 2.07 in3 Ix = 64.90 in4 Fy = 36.00 ksi Fbx = 14.78 ksi Fby = 27.00 ksi Fv = 14.40 ksi Load Per Wheel, Pw 1= 2a = 0.280 bf -tw 0.75 kips Cxo = -1.096 + 1.0951 + 0.192e's.ox = C Y0 = -0.981 - 1.479X + 1.12e1322x = _ CX1 = 3.965 - 4.8351 - 3.965e- 2•675x = C. 1 = 1.810 - 1.1501 + 1.060e-7'm _ axo = Cx0PW /tf2 = aY0 = CY0PW /tf2 = aX1 = CX1Pw /tf2 = 6Y1 = CY1PW /tf2 = �X2 = -aXO = 6Y2 = -aY0 = -2.95 ksi 0.89 ksi 2.89 ksi 6.32 ksi 2.95 ksi_ -0.89 ksi - 0.75401 0.226308 0.736312 1.611662 RESULTS STABILITY CHECK fbx = Mx/Sx = 8.81 ksi fby = My /Sy = 3.26 ksi fv = 0.5P /A = 0.22 ksi COMBINE STRESSES Fbx FbY Fv Pt. 0 Bottom Surface of Bottom Flange, Beneath Web Longit. Stress, fiong = fbx + (0.5tw / 0.5bf) x fbY + 0.75aYO = Lateral Stress, fiat = axo Max Shear Stress, v = 0.5(fong + fiat) _ Combined Stresses = SQRT(f,at2 + f,ong2 - flat x fiong + 3fv2) _ Title: I CRANE BEAM STRESS CHECK Project: MFG. ENGINEERING SPT. ® KENWORTH - SEATTLE OK OK OK 9.82 ksi < 0.6Fy OK -2.95 ksi < 0.6Fy OK 6.39 ksi < Fv OK 11.59 ksi < 0.6Fy OK Engr By / Date: lt9e 913/9K Project No. 98 -1404 Chkd By / Date: Rev No / Date: /A Page OF II Pt. 1 Bottom Surface of Bottom Flange, Beneath Wheel Load Longit. Stress, km = fbx + (.375bf / 0.5bf) x fbv + 0.75ayi = 16.00 ksi < 0.6Fy OK Lateral Stress, fiat = axt = 2.89 ksi < 0.6Fy OK Max Shear Stress, v = 0.5(f�ong + fiat) = 6.56 ksi < Fv OK Combined Stresses = SQRT(f,at2 + f,ong2 - fiat x f,ong + 3fv2) = 14.77 ksi < 0.6Fy OK Pt. 2 Top Surface of Bottom Flange, at Web Long. Str., fiong = (0.5d- tf /0.5d)fbx + (0.5tw /0.5bf) fbY + 0.75aY2 = 7.53 ksi < 0.6Fy OK Lateral Stress, flat = ax2 = 2.95 ksi < 0.6Fy OK Max Shear Stress, v = 0.5(f,ong + flat) = 2.29 ksi < Fv OK Combined Stresses = SQRT(f,at2 + f,ong2 - fiat x fong + 3f v2) = 6.58 ksi < 0.6Fy OK • CHECK DEFLECTION = [P x L3 / 48EIx] + [5 x w x L4 / 384EIx] = 0.208 in. = L / 867 < L/660 OK Title: CRANE BEAM STRESS CHECK Project: MFG. ENGINEERING SPT. KENWORTH - SEATTLE Engr By / Date: tpe 9/3/98 Project No. 98 -1404 Chkd By / Date: got- 9..1,7s Rev No / Date: Page 3 OF /I B ,e /LYAF_ R•A /LS . Wa/'s e. Goad 1 at - No/s- yvact c/;rec�l✓• .6e 64.0 (-4 tvo / /ey r4 nit'd nEiDC.c RA1(., /1/ ,o,. >r 15' p ir P S. Coz' �`' _ Z (0• o25N )(1 0 = S4.4 K Assn„ -, cd 5-e L-F'- hJ s /,i = 3C1 Pik. L.,.4e"-A- Lo - -d = c•2 (- .)(y5oo (L) = 1/5o IL /ra L• 2ItsIs--i ---� ;/Sd /,b 4//// he rew� e� 2r'�a sei's'mic . Loci car = 5. FL le' (zo') -t (a,o_3 K /6i(zo')s _ 22..! -+- /5 = 30,6' ©, G . •`c .0,1/5 4 (20') = 2. 2-5 1` - N P =3.)7e- /y�a6/c /, clel/ZA 07' e.X /S�•'h_9 r4,'LS in ac✓' Cent 6". __(�a c /5... ('"n ram COrweLt/cr7 purzaa(sex' . •/ ✓ =t—Ty S12.x 3 /.P x = /O,O 2 %'s J .... Far l/. 3q/ Esc /114)) $eH�H -r Local Stress = 76.21 ie.s C (76, = 3o i alt Fa.- irk, Le Le c . /cc, Z4.e /er/ � z loG"-cs• ose lzx 3t,8 USE S ' ) 2 3 , w/ Cox I( CHAN/0GL CAP, SSE 7'A GES 5, � co.1 , C0,2- Fort- CoAKPL•E -r . LA1_LV L.A-noN TITLE: l rs i,JHEE L T5 -1- C:,E CZsINE PROJECT NO. y�- /1 /a'/ PROJECT: �+ .6- /V6 WEE R -lAla Tel pPo2i , 4J JC,77/ B�G DATE REV./ 76(4L DAT ., PACE `t OF /1 ENG.002.1.97 INPUT LOAD /RAIL INFORMATION CRANE RAIL STRESS CHECK , REF. AISC ASD, 9th ED. CMAA #74 5wheelcr.xls INTERMEDIATE CALCULATIONS Lifted Load + Hoist + Impact, P = Number of Trolley Wheels = Max Strong -Axis Bending, Mx = Max Weak -Axis Bending, My = 3 kips 4 11.9 k *ft 0.563 k*ft Rail Type /Size = S8x23 Cross Section Area, A = 6.77 in2 • Member Depth = 8.00 in. Max Unbraced Lngth = 20.00 ft. Web Thickness, tw = 0.44 in. Flange Width, bf = - 4.17 in. Flange Thkness, tf = 0.44 in. rT = 0.95 in d /At = 4.51 Sx = 16.20 in3 Sy = 2.07 in3 Ix = 64.90 in4 Fy = 36.00 ksi Fbx = 11.09 ksi Fby = 27.00 ksi Fv = 14.40 ksi Load Per Wheel, Pw = 2a = 0.280 bf -tw Cx0 = -1.096 + 1.095X + 0.192e's.ox _ C YO = - " 0.981 - 1.479X + 1.12e1322x = Cx1 = 3.965 - 4.835X - 3.965e "2.675x = Cyt = 1.810 - 1.150X + 1.060e -73x = = CX0Pw /tf2 = = Cy0Pw /tf2 = = Cxt Pw /tf2 = = CylPw /tf2 = = -axo = = -ayo = -2.95 ksi 0.89 ksi 2.89 ksi 6.32 ksi 2.95 ksi -0.89 ksi 0.75 kips - 0.75401 0.226308 0.736312 1.611662 RESULTS STABILITY CHECK fbx = Mx/Sx = 8.81 ksi fby = My/Sy = 3.26 ksi fv = 0.5P /A = 0.22 ksi COMBINE STRESSES Fbx FbY Fv Pt. 0 Bottom Surface of Bottom Flange, Beneath Web Longit. Stress, fion9 = fbx + (0.5tw / 0.5bf) X fby + 0.75ay0 = Lateral Stress, fiat =17x0 Max Shear Stress, v = 0.5(fon9 + fat) Combined Stresses = SQRT(f,at2 + fiong2 - fiat x king + 3fv2) Title: 9.82 ksi -2.95 ksi 6.39 ksi 11.59 ksi < 0.6Fy < 0.6Fy < Fv < 0.6Fy OK OK OK OK OK OK OK CRANE RAIL STRESS CHECK Project: MFG. ENGINEERING SPT. KENWORTH - SEATTLE Engr By / Date: tpe 9/3/98' Project No. 98 -1404 Chkd By / Date: i2me- 9. 9� Rev No / Date: Page S OF Pt. 1 Bottom Surface of Bottom Flange, Beneath Wheel Load Longit. Stress, Hong = fbx + (.375bf / 0.5bf) x fby + 0.75a., = 16.00 ksi < 0.6Fy OK Lateral Stress, fiat = ax, = 2.89 ksi < 0.6Fy OK Max Shear Stress, v = 0.5(f,on9 + flat) = 6.56 ksi < Fv OK Combined Stresses = SQRT(f,at2 + fion92 — fiat x fion9 + 3fv2) = 14.77 ksi < 0.6Fy OK Pt. 2 Top Surface df Bottom Flange, at Web Long. Str., (long = (0.5d- tf /0.5d)fbx +'(0.5tw /0.5bf) fby + 0.756Y2 = 7.53 ksi < 0.6Fy OK Lateral Stress, fiat = 6x2 = 2.95 ksi < 0.6Fy OK Max Shear Stress, v = 0.5(fon9 + fiat) = 2.29 ksi < Fv OK Combined Stresses = SQRT(fat2 + f,on92 — fiat x fon9 + 3fv2) = 6.58 ksi < 0.6Fy OK CHECK DEFLECTION 0 = [P x L3 / 48EIx] + [5 x w x L4 / 384EIx] = 0.503 in. = L / 477 > U660 NG uti Title: CRANE RAIL STRESS CHECK Project: MFG. ENGINEERING SPT. KENWORTH - SEATTLE Engr By / Date: ve 9/3/98 Project No. 98 -1404 Chkd By / Date: Rev No / Date: g,t-u 9, 6, .18 Page 6 OF /t B,e /Ix, c c2ANC Owri e T2ot -- LE y E6.4 411 has dec /%c/ / %0,1 crane /'s c,04.5tr�c.- ' ?p/ / ,9sse.►7 b Ly A.ec. . Re - ,3','ze r-7 e Cvn b ef-S , try a✓a/'Lab1e S(? X23 s.,. . tcS2 T i bC IE BE A M Lb = l5� Ass ,43&- y-6ee "PV (z k'� 1.25 -,- o. = 3'G • ` , . //cwe; e . 1 G.023(e5)Z /1•90 S Ph = o. o6 (3k-) = 0.1 Mym4X. = f,. 15(15. ti sPrecdskeet -r ;r- ca /c € OP15 l%SE Sex zs . SR /Z --E Lb = 20' .936 si&ee/ Pr = . f a s' )(a 7 / g ph = O. Z (3 17k-) c. z le- 2.. 6 ea,-ki s My - o- 32(zo).. = _/, 5.9. --� Se . s ekc /ri .e-z / 1 r dG -64/ Lech #�y t ` LX/77 > L��D , lei /ect 1 'tco Lc.i�e XEr• ciriafl --� 'SYx Z3 /picae vat. a —o . a%✓ c8 x ii,s. /V, A. .. .s7) 5.2/5 ._..._. 6,71 t 3,3? A . io' / 5 / r7 G,77(5.215 -Hi -- 1,32.. 'r 3.3s(zze:6.51-52,07- rx = 96.3 Iy = 11-3/ 32.6 = 3(0. 9/ n u Sx� = 516‘3/(V'' 5-.74) 314 Co S = 3_ 9.43./43 96'54/5 = .. /r- 5 /h' TITLE: ! j /!_ c L a,z / L, E C 27/V • PROJECT NO. He! `/ PROJECT: ,11f EE NCI rNEEx: iA/G-I 5'1/?Pc2T ^c/Y /l/'/a771 " 5 47TLE DATE 9134, REV/ DATE PAGE 6./ OF /3 ENG.002.1.97 /z, coo / ' 1Z,v9O (1> (20 x I zYV3s) 3'4a (o: a a �(g ") f Ca; yW-'� = 2/.2 xs� Thz /701(2) _ /1,o? use O:C J = 2/, Co t<s c So < 2/. G ,BSc C' /e- 1‘. sy L 2 /- 6 k - s- c loe 004 be odd/ nO� r L (/ / re / SG�oS S Co' -i b /v,co/ '-`1/ Lccc.. I c%ce . fo e hee L Lc /s f c,(c',ia / 5 -6-e -e sS [ . = 11.03 (LC .17I') t .0,75(6,67 e.. F✓r1.4)c = (/ '.8'y — 3-05) = 4.90 ,esi � /yy O,. 8 "(O.yN ") 3.05 -• /6,8y -- 3- 05(i/,;S?j.)• /5.5G 2/.6 .•Si A =. 3, 17 (2o x iz)s s(45.035 /2)(Zo x IZ - _0. 7. " ± 0toY_5 a /8'(29, )(�•3) 38,1 (23o00)(96.7) .. -. 7 L t'Cev USE. .Sir(a3 '/ C &XII,G_....cAP "DES IG.nl WELD VC) = z(3./7"')(3.38,io762Z- 057 - 5.215 :.) = 910. 3 , .„ s/ q./# e/ei ( ;2' /k) (2 -Fr g'A'n) Z sides L34/7. weld Cap 74biv.e.1Z USE. 3/14, z€ 1 0,3 '/R Qac CLOSE Eni ocIG FI TITLE: 54--- `i WH6 1 Eye / D C. E C /E PROJECT NO. 9S- PROJECT: /4711:61. ENGfAJC -/AJG S 'ppc y gE/VA/02TH - Se-4 7-77.- DATE V3A; REV. DATE 9' V. 9.' PAGE (D•Z OF 13 ENG.002.1.97 ,0 3 EL 4-1-11 4TE 611 /S77AIG i3v/4.P/A16 /y�� �o p T,1 Al) de C -&o a.-,G C� ze &A,E e C . 'L� Ey c e4ee hoc16, %- tf-ecr'S Zz .Cam/ the Loa s- aye -e p e h �ti e Ql/)ct'5 -ems: -v G.-c ie.. -TA e P.X/Se -ii)c/ ..%iise... . . /s' has- 2 Gc7.74.4., 9 is USe Sa v -i c. Lon.'14 J C/ ma)( /' /uPYJ cvar)e A/EH/ c e4 Je `--v 172 EXIST,NG P3 Mowog4,1.- 7'-6" Vii 1CAL- Ce44/C e -G<iAS (Ca /GacCw2<iCn a/ i ef- �P�- LL On.cL.%e"etitalj Cast .Noi raeo( .- Load &Z5' .• a _br :d.e_._ - . 45'(0. ,Z(0.6SlSl` /Pc)(2c') -11.67 CI) 1:1-4.-r(z) ` O. /O (' Al X = a - 1-0.'5 t /5r0,OZS°f14A))(1 .) .. Ho►sT aa/pc:E . c k- e 4/ L.oc c( = ( 25(2 K) -+ a / x -r 20 'f o. a/ s & e-e) . -11.7-(5)= 0./(2 k 01 = 0.21 2,: FV/ //o,:r eef Loa,/ e 7- I/ P = 5.625 --- z(15')(a.e�z3N) a 20/(0.03/P) • 6. 'V5 P = iti5')(0.025y)4 20'(o.o31 -) = 0.23le" )(o.nz3) za(o.oq') 3 * zil 5)(D,o23 2v(0,045)., 4,01 723 = 2. 9 TITLE: 5 <q t// /EE[.. VICIAC7E GRANC PROJECT NO. 9? /z /a4/ PROJECT: NfC-t /NEER I NC-.. Svi�PCf 7 IZE4/14/a /z77-1 - SC -�7TL� DATE r,/z, i 74- DATE /I B b REV./, PAGE '7 OF II ENG.002.1.97 .10 5" Case 2 ' c0,7-6 • ) = (//m;- c5.5 11(15)(0 V/ PL.rr (2) 0, (-2)(15)(0•OZGLO = C7. 0 2- )"" 4./ec, Le e.--e • -purr, 7f-47-(3) ° • 24 P- c„„, s J-&,9' @ . 04'3 7.4 1147-6) = cz) 7 z,r,c2) F2-47(3) = 0..21 Ce 3 "V -P3 5 -Fro 6.-) ,p/a52). C-4. Se- 5 : 75 7, cr 7 ,?,* 1;o-fr,.., Carel /ex) t 77 P2_ °z, 0.1 12_ Ca.1 /00% use 7.' 75 c7( ?2, Ce.s e. 3 . ioo."7„ . f;:o rr7 572',42' ey,/o e-:4 e eiis ehe ,e4,79c7,-7 e.A.or-a/ (i/ 07 Co) c'e2 e e,445-C ,1 code L2, ezi/ of &he a Zo ve . Live c/— 74/5- 1:2014,,k1 c•Aord" 14,7 erkr Vico" J6Vs. -o "km • e z Ae coo/ ri ea/ c C4? 1-1 t's,7 ,'//se -45D 9. r4r co,-a' eyn-7 , . 61)/• ha ve ro be i•,-774,,--c 6.1 e . ..„ e #17e- her I.-7 e rne 100,-17.0•1 c't 'the 70e,r. 15 4a /1-1 e "1/(1C efrit...r. (Lk,- 30) 77, e cl,./"Zy. 5(r -6-o Go ir-1,r e sn've_ 43-e e all Load -1/475:—. e •,1 //op cie cc e/vel. 6e ea triloy-e55-1. v'e t-A -64 PSI. / a,-' iy rr 074 tlft's- kir ( 6ed e /pa 14-1 eose: c /-3- .ne • eae TITLE: 5 t:LI' it/i/C62- /DGE C--'et-A) PROJECT: 4/r6;. E-4/C1 /NC-CR / A/CI i---pcwr gewttieNZ--7—H - S4 T7 7". DATE iy,6 A444. DATE 9.1,98 PROJECT NO. - /.,/oy PAGE tr OF 1/ ENG.002.1.97 Gont-iI'lGcE -G/ om p,-cv10 tc s /°aP e ts� e e6e s -60 the s�� ,6�'Lc'6)1 071) y"tie 2�"ica55'. Drc0 [� rr'S h 7E/v1,62v cror. --7 a// c0,1 ri cle. -G -Zion. it,, Action /'c�- - SL�.7%ns7ecr. �,'.lccre - _i-Z /z.XZ?`_�'I_._______ -.. .r 7 Ger AL 7/ in Srz/, /p r. -lode L) Fa'7-rON1 C 4101' i2-Ei.JFG,R- CE AA, E)IT 5111_ _ _ /07.5,„ti c- _ '/./.3 /47.54, S. KIT .0,4- / t3) = �a y _ rip in 96.12 ") 4 (Y•Z,.. Z)re'S-.. b /0 "1 you +.q- y2..._r/Z -- _ -_ _ /Urr4, = y/3 A= r(1-0 .t Ad Z) ..- .. .. `1.53in`r-fNp,.„ z- )2 ..... a5 28.i.'; 4 4- 7.1.4121.7 ')(.P.S - 1 y4 3).. 2Xk= /07 5 /h 26.03 )y3 T y. 2'/. /w!s lvv = :7(5' /01 E u n /2.1066 C. / 4i: z,;--7,9 I 'O 7174e.-P-1 C /O r'c'S . re />Le. c ,e O( _ re1r Le c t tom, e i bo ve in for p , a 7'v7 . ea fc o T <Q /ccc La z�ib. -7 !'eLO(<ce c%a. -c✓ s✓ I4) 8 X Zy "cop eib.'es. REA)FOZCED CHORti WgkZ�I 4 9- Z_ ;‘,/- > 7.of? 1'n2 b ?"47/57/y.' '//< . IPA 1"7' 5 1.'74 g' 2 ft Smw 2L/, c, :� ? > 20, 7 i 13 . EXX.a INEE12-i NG, JUDGE ME &!'r 4g AA/ oh e JL 3 X 2 %z a Lo %l Ws- n L/'he 3) .6, 61L .,o/Ldm the .6 -ass, e i-eczyy 4h' " e c,- ✓1 . r Gor/�1 C hoe-et Off' 5-7-44 ,2 /4/ s 1/oafs ALL "1& -, ,eS p,ffsri4.6 Cope TITLE: - 'e-/" G (11/61::- C. 7,-;,e12,6.5 c/ ,44/E' PROJECT NO. 9� - /` /U/ PROJECT: ,t /F6, . 674d6-, M./EER - /NG 5-ciPyoie -7 - ,e/i/ t/047%H - DATE / Lfc ✓ DATE, A Qa REV/ PAGE 7 OF /r ENG.002.1.97 C"V4/ C7 /ON - see s(ce -/c.4 es- dew �'LS Evil Fore of /ter / L3x 277 = R Ore_ 3A 7-, ii & r tJe Lc/ /5S 75" (0.3)(70 ks [) -- 2. 8 • 2'.g/r, 3 .a /Zegu a/ 1/ " p 0%. - . Cc k7etc/ can n e c /0 7, rj rv) Gk- o� Gt%I- 5 to JL Jig VQ _ VA w'T �wr 9.ZZ ;n2" ((. 5 - 1.10 ----1-b13) `./ 9,22 / % /4- /v 7. 5 2:/7 '` /,'• -1 (ia•) _ ., 2.' r / ZS;oIeS) /1/0 .ja - 4 n r Pa Sur.'r'f Mal= -C. covr'f'1' r) u.S. TITLE: S -`, A/' /EEL ,a( c /z,f PROJECT: wre,. £/vc iNEE-( AJG. pro /Z7- / /V ✓c2TN DATE xjk DATE1. /. ah / IU PROJECT NO. 9tf - /yv / REV. PAGE /p OF_.l ENG,002.1.97 CNEC NC. CL441 s ySi-6W) ,3 /Y ' 95 p ;Z SoLTS x312 Z ,Y Y = S. (o2cj t' + 2( l5') .Q25�/ /4- / ')+ z12o�(O.034 khre) . /.3 " (-- d 73oLk. = G• 13 lc- /� be Lt, s CG,eG/G • --'• Co n/1 cc.-rr o 1.1 c A LC 5 AQE Nor 7>EPG✓C.4N-r 04) MESABEP— 51ZE =7 C• K. T� uSE THIS C j Al ECT7c, 1J Mw, 3 , 0 7 i o c--7— 3.01 k-r .76') = /'/• 5F k - 0.5? 3 ; r,3 �6 = / `/ k , .z 2 99 c, 3 .iI 3.01 Flo = a . 75/ y 0.75 (36 l=s(') = Z7 1,sc.' ' 25 �sc'yy I . o Urc L1kfhC, S r^G4C eV°r1 Lua � ■-educe Si-.-e sres.' I. b A- T R2 3.07 = L. °/P 4 REV AISC ASD 9 p. a-297 --e-Try `/° SU. /Ul = (c•418(0•25 " t �gsx, /O. 2// 2'/.. , • s c _ /7.15 kcc' /y. 5,7' -s U Se °I " S c . 7:2- 1-14 r4 e S S. 1 / 3.07(7" 2.Z5 ' 3° Q TITLE: . d :, fit/ 4/56 lj a:6 C g4NE PROJECT NO. 9e - /l/ / PROJECT: /L// C.. EA./6; i•��E'(z //l Cz sV DATE if /9,F DATE 'V 91 ENG.002.1.97 REV /A PAGE 1► OF // PAGE NO. 1 ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * STAAD /Pro STAAD -III * Revision 2.0 * Proprietary Program of * RESEARCH ENGINEERS, Inc. * Date= , SEP 3, 1998 * Time= 16:19: 0 * * USER ID• : Authorized User ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * 1. STAAD PLANE TRUSS ANALYSIS - 5TH WHEEL BRIDGE CRANE - FIX CONDITION. 2 * 3 * 4. START JOB INFORMATION 5. JOB NAME MANUFACTURING ENGINEERING SUPPORT 6. JOB CLIENT PACCAR - KENWORTH 7. JOB NO 98 -1404 8. JOB PART 5TH WHEEL BRIDGE CRANE 9. JOB COMMENT ANALIZE TRUSS W/ INCREASED CRANE LOAD 10. ENGINEER NAME NJC 11. ENGINEER DATE 07- AUG -98 12. END JOB INFORMATION 13. * 14. 15. INPUT WIDTH 79 16. SET NL 10 17. UNIT FEET KIP 18. JOINT COORDINATES 19. 1 0.000 0.000 0.000 20. 2 6.000 0.000 0.000 21. 3 18.000 0.000 0.000 22. 4 30.000 0.000 0.000 23. 5 42.000 0.000 0.000 24. 6 54.000 0.000 0.000 25. 7 60.000 0.000 0.000 26. 8 0.000 4.3.75 0.000 27. 9 6.000 5.175 0.000 28. 10 12.000 5.975 0.000 29. 11 18.000 6.7.75 0.000 30. 12 24.000 7.575 . 0.000 31. 13 30.000. 8.375 0.000 32. 14 36.000 7.575 0.000 33. 15 42.000 6.775 0.000 34. 16 48.000 5.975 0.000 35. 17 54.000 5.175 0.000 36. 18 60.000 4.37.5 . 0.000. 37. 19 12.000 2.587 0.000 38. 20 24.000 4.188 0.000 39. 21 36.000 . 4.188 0.000 40. 22 48.000 2.587 0:000: 41. 23 -6.000 1.455 0.000 C TRUSS ANALYSIS - 5TH WHEEL BRIDGE CRANE - FIX CONDITION -- PAGE NO. *. 42.' 24 - 12.000 43. 25 - 18.000 44. 26: - 22.000 45. 27 -6.000 46. 28 -12.000 47. 29 -18.000 48. 30 ,- 22.000 49. '.31 0.000 50. , 32. ' 60.000 51. 33 18.000 52. 34 24.000. 53 35 30 000 ' 54. 36. 55. 37: 56. 38: 57. 39 36.000 42.000 24.000 36.000 58. 40 4.500 59. MEMBER INC IDEMCES 60: 1 1 40 61. 2 .. 2. 3 - 62 3. 3.' 4 63. 4 5 5 5 6 65. 6 7. 66. 7 8 .9. 67. :.. 8: 9 10. 68: 9 10 . 11 . - 10 . 11. . 12. :. 70. 11 .12 .13 71. 12 13 14. 72. 13 14 15 73. 14' 15, 16 74. 15 . . 16 .17 75. 16 ''17 18 76. 17 1 8 77. 18 2 78 19 3 11 79. ' .20 . 4. 13 80. 21' 15 5` 81. 22 17 .: 6, 82. 23 7 18 83. 24. 19 . 10 84. 25 20 12 85. 26 ' 21 14 86. 27 16 . 87... 28 8 2 88.. ' . 29 9 19 89. 30 '19 ' 3 90.- 31. 19 11 91. 32. 11. 20. 92. 33 3 20 93 34 20.. . , 1.3 94.' 35 13 -21 95.'.. 36 21 5 37. 21 15 97. 38 15 22 ; 2.909 4.364" 5.330 4.908 5.441 5.975 6.330 - 14.000 14.000 17.119 17:919 18.719 17.919 17.119 12.747 • 12.747 0.000 0.000 0.000 0.000. 0.000 0.000 0.000 0.000 0..000 0.000 0.000. 0.000 0.000 0.000 0.000. 0.000 0.000. 0.000 TRUSS ANALYSIS - 5TH WHEEL BRIDGE CRANE - FIX CONDITION -- PAGE NO. * 98. 39 5 22 99. 40 .22 17 100. .41 6 18 101. 42 1 23 102. 43 23 24 103. 44 24 25 104. 45 25 26 105. 46 8 27 106. 47 27 28 107. 48 28 29 108. '49 29. 30 109. 50 23 '27 110. 51 24 • 28 111. 52 25 29 112. 53 26 30 113: 54 23 8 114. 55 24 27 115. 56 25. 28 116. 57 26. 29 117. 58 31 . 1 118. 59 32'" 7 119. 60 . .. 11 33. 120. 61' '.38 34 121. ..'62 :: 39 36, 122. . . 63 15 37 123. 64 .33 34 124. 65 34 35 , 125. 66. 35 • 36 126. . 67 36 '37 127. 68 ' 33 ' 38 128.. 69 11' 38 129. 70. 38 35 130. 71 35. 39 131. 72 ' ' '39 15'. 132. 73 39. .37' 133. 74 . 38 ' ' 39.. 134. 75 40 • '2 135. 76 8 '40 136. * 137..* 138. MEMBER PROPERTY'AMERICAN. 139. 1 4 TO 6.28 75 TABLE LD L40405.SP 0.0417 140. 7 TO 11 TABLE SD L35254 SP 0.0417 141. 12 TO 16 TABLE SD L40305 SP 0.0417. 142. 18 22 41 69 TO 72 TABLE LD L30254 SP 0.0417. 143. 19 21.35 36 39 40 53. 54 64 TO 67 TABLE LD L25204 SP 0.0417 144. 20 24 TO 2731 32 37 38.51 52 57.68.73 74 TABLE ST L2520.4, 145.' 29 30'TABLE.LD L40305.SP 0.0417. 146. 33 34 TABLE SD L30254 SP 0.0417 147. 42 TO 45. TABLE SD L50356 SP 0.0417 148. 46 TO 49 TABLE LD L35255 SP 0.0417, 149. 50 56.61 62 76 TABLE STL30254 150. 55 TABLE. ST L35254 151. 17 23 58 59 PRIS AX 0.0665972 IX. 0. 00543982:IY;0.00164931`,YD 0,.666667. ZD 0.6615 152. 60 63* TABLE LD L35254 SP 0.003475' 153. 2 3 TABLE ST W8X24 TRUSS ANALYSIS 5TH WHEEL BRIDGE CRANE - FIX CONDITION -- PAGE NO. 154. 155. 156. UNIT,INCHES KIP 157. CONSTANTS 158. E 29000 MEMB 1 TO 76 159. POISSON 0.3 MEMB 1 TO 76 160. DENSITY 0.000283 MEMB 1 TO 76 161. ALPHA 6.5E -006 MEMB 1 TO 76. 162. * ti 163. *ADJUST THE ORIENTATION OF ANGLE MEMBERS TO MATCH THE STRUCTURE_ 164. BETA 180 MEMB 1 TO,6 21.22 29 30 33 TO 36 39 40 42 TO 45 63 75 165. BETA ANGLE MEMB 20 166. BETA 32.05 MEMB 24 TO 27 31 32 37 38 51 52.57 68'73 74 167. BETA 34.37 MEMB 50 56 61 62.76 168. BETA 26.84 MEMB 55 169. 170. 171, SUPPORTS 172. 31 32 PINNED 173. 1.3 5. 7 TO 9 11 13 15 17 18 24 27 TO 30 33,35 37 FIXED BUT FX FY MX MY,MZ 174. 175.'MEMBER RELEASE 176. 1.7.12 29.33 35 39 42 46 64 66. 69.71 ,START, MX 177, 6.11 16 30 34'3'6,40..65 67 70 72 END•MX MY_MZ 178. 179. MEMBER TRUSS 180. 18 TO 22 24 TO 28 181. 182. MEMBER .TENSION 183. 31 38 68 73 74. 184." 185. 186. UNIT FEET KIP 187. LOAD 1 DEAD LOAD 5 PSF LOAD TO' ACCOUNT' .FOR.STEEL', LIGHTS,.PIPING 188. SELFWEIGHT Y -1 189. JOINT.. LOAD 190. 9 10 16,17 27 28 34 TO 36 FY° -0.6. 191. 11 15 FY -0:3 192. 29 30'FY -0.5 - 193. 33 37 FY -0.43 194. 195. PERFORM. ANALYSIS P.R O B L E M S T A T IS T I C S NUMBER OF JOINTS /MEMBER +ELEMENTS /SUPPORTS = 40/ '76/ 21. ORIGINAL /FINAL BAND - WIDTH = 39/ 7 TOTAL PRIMARY LOAD CASES. = .1, TOTAL DEGREES OF FREEDOM = SIZE OF. STIFFNESS MATRIX = .`2784 DOUBLE PREC. WORDS REQRD /AVAIL. DISK SPACE.= 12.12/ 1123.4 MB, EXMEM = 1123.6 MB ++ Processing Element Stiffness Matrix.. ++ Processing. Global Stiffness Matrix'. TRUSS ANALYSIS - 5TH WHEEL BRIDGE CRANE - FIX CONDITION -- PAGE NO. 5 ++ Processing Triangular Factorization. ++ Calculating Joint Displacements. ++ Processing Element Stiffness Matrix. ++ Processing Global Stiffness Matrix. ++ Processing Triangular Factorization. ++ Calculating Joint Displacements. ++ Calculating Member Forces,. ti 196. CHANGE 197. MEMBER TENSION 198. 31 38 68 73 74 199. * 200. LOAD 2 ROOF LIVE LOAD - 25 PSF' 201. JOINT LOAD 202. 9 10 16 17 27 28 34 TO 36 FY -3 203. 11 15 FY -1.5 204. 29 FY -2.5 205. 30: FY -2 206. 33 37 FY -2.15 207. 208. PERFORM ANALYSIS ++ Processing Element Stiffness Matrix. ++ Processing Global Stiffness, Matrix. ++ Processing Triangular Factorization: ++ Calculating Joint Displacements.. ++ Processing Element Stiffness Matrix. ++ Processing Global Stiffness Matrix. ++ Processing Triangular Factorization. ++ Calculating Joint Displacements. ++ Calculating Member Forces. 209. CHANGE 210. MEMBER TENSION 211 31 "38'68 73 74 212. * 213. LOAD 3 CRANE LOAD - DOUBLE ORIGINAL LOADS TO ACCOUNT FOR INCREASED CRANE CAP 214. *NOTE THAT CRANE LOAD IS NOT CONSIDERED CONCURRENTLY WITH ROOF .LIVE LOAD 215. JOINT LOAD 216. 2 TO 6 FY -2 217. * 218. PERFORM ANALYSIS ++ Processing Element. Stiffness Matrix. 16:19: 3. ++ Processing Global Stiffness Matrix. 16:19:"3 ++ Processing Triangular. Factorization. 16:19: 3 ++ Calculating Joint Displacements. 16:19: 3 ++ Processing Element Stiffness Matrix. " 16:19: 3 ++ Processing Global Stiffness "Matrix. 16:19 : 4 ++ Processing Triangular Factorization.. ' 16:19: 4 ++ Calculating Joint Displacements.. 16:19: '4 ++ Calculating Member Forces. 16:19: 4 16:19: 1 16:19: 1 16:19: 1 16:19: 1 16:19: 1. 16:19: 2 16:19: 2 16:19: 2 16:19: 2 16:19: 2 16:19: 2 16:19: 2 16 :19: 2 16:19: 3 16:19: 3. 16:19: 3 219. CHANGE 220. MEMBER TENSION 221. 31 38 68 73 74 222. * 223. UNIT INCHES. KIP 224. LOAD 4 CRANE LOAD. CASE 1 TRUSS ANALYSIS - 5TH WHEEL BRIDGE CRANE - FIX CONDITION -- PAGE NO. 6 225. *SEE HAND CALCULATIONS FOR LOAD EXPLANATION 226. JOINT LOAD 227. 40 FY -2.57 228. 40 FZ 0.14 229.. MEMBER 'LOAD 230. 3 CON GY -2.57 12 231. 3 CON GZ 0.14 12. 232. 3 CON GY -2.9 114 233. 3 CON GZ 0..21 114 234. * 235. PERFORM ANALYSIS ++ Processing Element Stiffness'Matrix. ++ Processing Global Stiffness Matrix. ++ Processing Triangular Factorization. ++ Calculating Joint Displacements. ++ Processing Element Stiffness Matrix.- ++ Processing Global Stiffness Matrix. ++ Processing Triangular Factorization. ++ Calculating Joint Displacements. ++ Calculating Member Forces. 236. CHANGE 237. MEMBER'TENSION 238. 31.38'68 73 74 239. 240. LOAD 5 CRANE LOAD CASE 2 241. *SEE HAND CALCULATIONS FOR LOAD EXPLANATION .: 242. JOINT LOAD. 243. 40 FY -4.07 244. 40 FZ.0.27 245. MEMBER LOAD 246. 3 CON GY`- 1.07.12 247. 3 CON GY.-2.9 114 248. 3 CON GZ 0.21 114 249. * 250. PERFORM ANALYSIS ++ Processing Element Stiffness Matrix. ++ Processing Global 'Stiffness Matrix." ++ Processing Triangular -Factorization. ++ Calculating Joint Displacements.' ++ Processing Element 'Stiffness Matrix. ++ Processing Global Stiffness Matrix. ++ Processing Triangular Factorization. ++ Calculating Joint Displacements. ++ Calculating Member Forces. 16:19:.4 16:19: 4 .16:19: 5 16:19: 5 16:19: 5 16:19: 5• 16:19: 5 16:19: 5 16:19: 5.. 251. CHANGE 252. MEMBER TENSION 253.31 38'68 7374 254. * 255. LOAD 6 CRANE LOAD CASE 3, 256. *SEE HAND CALCULATIONS FOR LOAD EXPLANATION 257. JOINT LOAD 258. 40 FY -1.07 259. MEMBER LOAD' 260. 3'.CON GY -4.07 12.' 16:19: 5 16:19: 6 16:19: -6 16,:19. :. 6 .. 16:19: 6 16:19: 6 16:19: 6, 16:19. 6 16:19.: 6 TRUSS ANALYSIS - 5TH WHEEL BRIDGE CRANE - FIX CONDITION -- PAGE NO. 7 * 261. 3 CON GY -2.9 114 262. 3 CON GZ 0.27 12 263. 3 CON GZ 0.21 114 264. * 265.. PERFORM ANALYSIS ++ Processing. Element Stiffness Matrix. ++ Processing Global Stiffness Matrix. ++ Processing Triangular Factorization. ++ Calculating Joint Displacements. ++ Processing. Element Stiffness Matrix. ++ Processing Global Stiffness Matrix. ++ Processing Triangular.Fac'torization. ++ Calculating Joint Displacements. ++ Calculating Member Forces. 266. CHANGE 267. MEMBER TENSION 268. 31 38.68 7374 269. * 270.'LOAD 7. CRANE LOAD CASE 4 271. *SEE HAND CALCULATIONS: FOR LOAD EXPLANATION 272. JOINT'LOAD 273. 40 FY.-1,27' 274. MEMBER' LOAD .. 275. 3 . CON: GY. -4.07 12' 276. 3 CON GY -2.9 72' 277. 3 CON GZ 0.27.12 278. 3 CON GZ0.21'72 279. * . 280. PERFORM ANALYSIS. ++ Processing Element Stiffness Matrix. ++ Processing Global Stiffness Matrix. ++ Processing Triangular Factorization. ++ Calculating Joint Displacements. ++ Processing Element Stiffness Matrix. ++ Processing Global Stiffness Matrix. ++ Processing Triangular Factorization. ++ Calculating Joint Displacements. ++ Calculating Member Forces. 16:19: 7' 16:19: 7 16:19: 7 16:19:. '7 16 :19: 7 16 :19: 7 16:19.: 7' 16:19: 8 16:19: 8 281, CHANGE 282. MEMBER TENSION 283. 31 38 68 73 74 284. * 285. LOAD 8 CRANE LOAD CASE 5 286. *SEE HAND CALCULATIONS FOR LOAD EXPLANATION 287. JOINT LOAD 288. 40 FY -1.93 289. 40 FZ 0.11 290. MEMBER LOAD: 291. 3 CON GY - 1.93.12 292. 3 •CON GZ 0.11 12 293. 2 CON.GY -2'. ',9 72 294. 2 CON GZ 0.21 72 295.. * 296. PERFORM ANALYSIS 16:19:,8 16:19: 8. 16:19: 8'.`. 16:19: 8 16:19:.8 16:19: 9 16:19:: 9.' 16:19::9_ 16:19:.9 TRUSS ANALYSIS - 5TH WHEEL BRIDGE CRANE - FIX CONDITION -- PAGE NO. 8 * ++ Processing Element Stiffness Matrix. ++ Processing Global Stiffness Matrix. ++ Processing Triangular Factorization. ++ Calculating Joint Displacements. ++ Processing Element. Stiffness Matrix. ++ Processing Global Stiffness Matrix. ++ Processing Triangular Factorization. ++ Calculating Joint Displacements. ++ Calculating Member Forces, 1. 16:19: 9 16:19: 9 16:19: 9 16:19: '9 16:19:10 16:19:10 16:19:10 16:19:10 16:19:10 297. CHANGE 298. MEMBER TENSION 299. 31 38 68 73 74 300. 301. LOAD 9 CRANE LOAD CASE 6 302. *SEE HAND CALCULATIONS FOR LOAD EXPLANATION 303. JOINT LOAD ' 304. 40 FY -3.05 305. 40 FY -2.9 306. 40 FZ 0.20 307. 40' FZ 0.21 308. MEMBER LOAD 309. 3 CON GY -0.8 12 310. 311. PERFORM. ANALYSIS ++ Processing Element Stiffness Matrix. 16:19:10 ++ Processing Global Stiffness Matrix. 16:19:11 ++ Processing Triangular Factorization. 16:19:11 ++ Calculating Joint Displacements. - 16:19:11 ++ Processing Element Stiffness Matrix. 16:19:11 ++ Processing Global Stiffness Matrix. 16:19:11 ++ Processing Triangular Factorization. 16:19:11_ ++ Calculating Joint Displacements. 16:19:11 ++ Calculating Member Forces. 16:19:11 312. CHANGE 313. MEMBER TENSION 314. 31 38 68.73 74 315. * 316. LOAD 10 CRANE LOAD CASE 7 317. *SEE HAND CALCULATIONS FOR LOAD EXPLANATION 318. JOINT LOAD 320. MEMBER LOAD 323. 3 CON GZ 0.20 12 324. 3 CON GZ 0.21 12 326. UNIT FEET KIP 327. PERFORM ANALYSIS ++ Processing Element Stiffness Matrix. ++ Processing Global Stiffness Matrix. ++ Processing Triangular Factorization. ++ Calculating Joint Displacements. TRUSS ANALYSIS - 5TH WHEEL BRIDGE CRANE FIX CONDITION PAGE NO. .9 ++ Processing Element Stiffness Matrix. ++ Processing Global Stiffness Matrix. ++ Processing Triangular Factorization. ++ Calculating Joint Displacements. ++ Calculating Member Forces. 328. CHANGE 329. MEMBER TENSION 330. 31 38 68 73 74 331. *. 332. 333. LOAD COMB 101 DL + ROOF 'LL 334. 1 1 2 1 335. * 336. LOAD COMB 337. 1 1 3 1 338. 339. LOAD COMB 103 DL + 340. 1 1 4.1 341. *' 342. LOAD COMB 343: 1 1 5 1 344. * . . ,. .345 LOAD COMB 346. 1.1.6 1 347.. * 348. LOAD COMB 349. 1. 1:, 7 1 350. 351. LOAD COMB ..107 352. 1.1 8 1 353: 354., LOAD COMB 355. 1 1 9 1 356. * 357. LOAD COMB 358. 1.1 10 1 359. 360. 361. DRAW MEMB 102 DL + 104 DL. CRANE LL 16:19:12 16:19:.12 16:19:12 .16:19:12 16:19:13 CRANE LOAD CASE 1 CRANE LOAD CASE 2 105 DL +'CRANE LOAD,, CASE 3 106 DL ,CRANE'LOAD CASE 4. DL- CRANE. LOAD' CASE 5 108 DL + CRANE LOAD CASE 6 109 DL + CRANE LOAD CASE 7 0 z w K4 a ANALYSIS - 5TH WHEEL BRIDGE CRANE - FIX CONDITION TRUSS ANALYSIS - 5TH WHEEL BRIDGE CRANE - FIX CONDITION -- PAGE NO. 11 362. PERFORM ANALYSIS 363. 364. UNIT INCHES KIP 365. SECTION 0 0.5 1 MEMB 2 366. SECTION 0 0.0833 0.5 1 MEMB 3 367. PRINT MEMBER SECTION FORCES TRUSS ANALYSIS - 5TH WHEEL BRIDGE CRANE - FIX CONDITION -- PAGE NO. 12 * MEMBER FORCES AT INTERMEDIATE SECTIONS ALL UNITS ARE -- KIP INCH MEMB LOAD SEC SHEAR -Y SHEAR -Z MOM -Y MOM -Z 2 101 0.50 -0.13 0.00 102 0.50 -0.06 0.00 103 0.50 0.10 0.00 ' 104 0.50 0.02 0.00 105 0.50 '0.17 6.00 106 0:50 0.30 0.00 0.00 . -8.42 107 ,0:50 -1:39 040 3.78. 87.59 108 0,:50 -70,17: 0.00 0..00 ::•2:33 109 0':.5,0 0 :09.. 0.00 '0'.00 3.59 0.00 0.00 0.00. 0:00.. 0.00 25.30 15.40 -2.00 2.36. 1 :63' 101 0 :08 0 :13. 0.00 '0..00 28.33. 0..50. 0.25 0.00 0.00 17.07.. :102 0.:08. 0.00 • 0..00 ' 0.00. 14.39' 0:.50. 0 :12. 0.00 0.00 10.81. 103 0.08 3.12 0 16 0:52 '23 :38 0.50 .0.43 0."02 0 :73 52.82 104;,0.08.; 1.71. 0 ":02: 0.76 11 :58 0.50. - 0:52 0..02 ;0.66 46 :64 105 0.08' 4.53 0.-29 - 0.30' 35.18 0 :50: -0.34 0 :02 0.79 .` '59.01 ' 106 0.,08: 5.47 0.37 -2.07 3.0.68. 0.50 -1.28 0.10 3.92., 111:35. 107 0.08 -2.05 0.11 0.18 0.50 0.00 0.00 0 :05. 2.31 108.0.08 -0.76 0.00• 0.00 18.86r 0.5.0 0.16 0.00 0:00 1290: 109 0.08 -5 :59 0:40 0."69 59..37''' 0.50. 0.48. 0 :01: 0.21 .. 34.13 * * * * * * * * * * * * ** END OF LATEST ANALYSIS RESULT * * * * * * * * * * * * * *.. 368. 369. 370. PARAMETER 371. CODE'AISC 372. FYLD 32 MEMB 1 TO 76 373. WSTR 12.8 MEMB 1 T 76. 374. BEAM '1' MEMS 1 TO 76' 375. CHECK CODE MEMB 1.TO'76 TRUSS ANALYSIS - 5TH WHEEL BRIDGE CRANE - FIX CONDITION -- .PAGE. NO. 13 STAAD -III CODE CHECKING - (AISC) * * * * * * * * * * * * * * * * * * * * * ** ALL UNITS ARE KIP _INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ 'CRITICAL COND/ RATIO / LOADING/ FX MY MZ LOCATION 1 .LD L40'405. PASS AISC- H1 -1 0.894 101 ....44:12:.0 0.00 18.28 54.00 2 ST W8X 24 PASS. AISC- H2 -1 . 0.268. ; 107 2.87: T 3' :78 87:59 72.00 '. PASS AISC- H2 -1.•• 0:.408 • .106 13.79 T 3.92 . 111:35 72.00 • PASS AISC- H2 -1 0.35.5 106.' 13..79`T ,0:00. -10:20 0.00: ' PASS AISC- H2 -1 70.262 ' 101'. 16.31.T.. .. 0:00 4.24...;: 36.00' . 'PASS AISC H1 -3 0:092 106 2.24 C: 0.00 .3.13 0.00 PASS AISC- .'H2 -1 • .;`0.369, 101 11'..75" .T 0 : 00 2 :46 .. 72,64 PASS AISC- H1 -1 0.912 i..01:': 22 :39 C .0:00 2 :46; 0.00 ', PASS AISC -, H1 -1 0.885 • 101 22.37 C 0:00.: : 2.22. 0.00 PASS AISC- H1 -1 0 :543 '106 17.05 C 0.00 -0:63 48.42 PASS AISC H1 -1 0.550 106 17'.05 C 0.00 0.72 :30.27 12 SD L40 305 'PASS •AISC -•H1 -1 0 :549 26.66 C 0...00 - 2:17: 60 :53 13 SD L40 305 PASS AISC- H1 -1 0:546 101.'` 26.68 C 0.00 -2:08. . 14 SD L40 305 'PASS AISC- H1 -1 0 :786' 101 33.56 C,'. 0.00 '4 :48 72:64 15 SD L40 305 . PASS AISC- H1 -1 ' 0.787. 101 33.57 C 0. 0.0 4.48 0'.•00 16.. SD L40 305•, .PASS AISC- H1 -1 0:414 101'•_ 16 96 C 0.00 3.35 0.00 17 PRI SMAT PASS AISC- H1-1 0 :196 101.: 25.88 C.: 0 :00 87 :.10 0.00 18 LD L30 254 ' PASS AISC -. H1 -1' 0.573 101 2345.0 0:'00 0.00 '0:00 19. LD L25 204 PASS' 'AISC- H1 -1 .0.466'•`'' 101 11.68 C 0.00 0.00 0.00 PASS.. TENSION:. 0142: 105'` 2 :90. T 0. :00.:, 0.00 100 50 :. :' 21 LD L25.204, PASS AISC H1 -1 0 470 101 11.78 C 0 00 040 :81.30'.. ST W8X -24 LD. L40 405 L40 '405 L40.405 L35 254 L35 254 9 SD L35 254 10 SD 11 L35 254 SD L35 254 TRUSS ANALYSIS - 5TH WHEEL BRIDGE CRANE - FIX CONDITION -- PAGE NO. 14 ALL UNITS ARE - KIP INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO /. LOADING/ FX MY MZ LOCATION 22 LD L30 254 ..PASS AISC- H1 -1 0.328 101 13.21 C 0.00 0.00'_ 62.10. 23 PRI SMAT PASS AISC- H1 -3 0.146 101 15.89 C '.0.00 -87.10 0'.00. 24 ST L25 204 PASS AISC- H1 -1 0.268 101 3.56 C 0.00 ' 6:00 `.0.00 PASS AISC= H1 -3 0.005 102 0.06 C 0.00. : 0.00 :0.00`: PASS , "AISC- H1-3 0 :007 103 0 :09 C 0.00 0.00" 0.00 :, 27 ST L25 204 PASS AISC- H1 -1 0.264. 101. 3.51. C 0 ".00 0.00 . 0.00. 28 LD L40 405 PASS TENSION 0.401 101 0.00 0.00 0.00 29 LD L40 305 PASS AISC -. H2 -1 0..609 10.1; 36.85 T ' 0.00,. 7.12 :78.41: 30 ,LD ;L40;305' PASS AISC - H2 -1 0.566, 101,` 33.47 •T 0.00 7.12 . 0.00 .. 31 ST L25 204 ; PASS TENSION" 0.184 101, 3 ".75 T 0.00 0.00 87..80, • 32 ST L25 204 PASS TENSION 0 007.. 108' 0.15 T 0.00 0.00 0 :00; 33 SD L30 254 PASS AISC- H1 -3 0.135,: 101 ' 2.63 C 0.00. 0.59 43 ".90 PASS AISC- H2-1 :0 .132 ' 109 4.63 .T 0.00 0.62 ' 43.90 ,., 35 LD L25'204 PASS AISC - -H2 -1 0..319' :. 10.94 T 0.00: 0.74 ..• . 51:22 36 LD L25 204 PASS AISC- 'H2 -1 0 .317 101; 10.85 T 0.00.: 0.74" 29.27; 37 ST L25 204 PASS TENSION 0 '.008 '103`:: 0.16 T 0.00 0.00 713'41.-: 38 ST L25 204 PASS TENSION' 0.187 101'. 3.82T 0.00 0.00 ` 0.00. 39 LD L25 204 PASS AISC- ::H2 -1 0.434 ;101. 14.48 T .0.00. 1.16.` 65.34 40 LD L25 204 PASS AISC- H2-1 0.518 101:: 17.91 .T 0.00 7.16 13.07 41 LD L3'0 254. :. ' PASS .. TENSION 0.454 :101 22.90.T.. 0 :00 000" 89 11?. 42 SD L50 :356 PASS AISC -.H1 -1 0.581.; 43 :12 .0 A .00: 4...16. " ".74 09' 43 SD L50 356 PASS '.AISC -` H1 -1, 0.431;. :101 ' 30.45-.0 0.00 _4.16 0 00.:` 44 SD L50 356 PASS AISC H1 -1;. ;0.251 =.:101 18.17 C • 0.00 2.41 0 : 00 ;.. TRUSS ANALYSIS -. 5TH WHEEL BRIDGE CRANE - FIX CONDITION' ALL UNITS ARE - KIP INCH (UNLESS OTHERWISE NOTED). MEMBER TABLE PAGE NO. RESULT/ CRITICAL COND/ • RATIO /. LOADING/ FX MY MZ •. LOCATION. 45 SD L50.356 .PASS 46 . LD. . L35 255 PASS 29.69.:,T' 47 LD L35 v.255 .' PASS 17.70 48 LD; .: L35 255' PASS' 6 :54 .T., PASS 0 :00 C PASS. 8.79 C 51 ST ;L25.204 PASS. 6.70 :C.. 52 ST L25t 204`1' PASS 4..65 -C:. 53 LD L25 204 PASS ... 2.55 C 54. LD : L25.; 204 PASS 13:76 T 55. PASS 12_.59 T.. PASS' 11 29" T 57 ST; L25 204: PASS. 6.60 T .. .PASS 35 .75 C PASS 15.90,C PASS , : 4..39,.0 PASS 3 .32 C' .PASS .3.32 C PASS 4.39,C PASS "1.77 C • PASS, 1.73 . 66 LD L25 204 PASS 1.73 C... PASS. 1 49 LD :. , L35, 255'. 50 ST: 'L30. '254.,:. ST ''L35. 254 56 ST L30::254. 58 P,RI SMAT 59 PRI SMAT 60 LD' L3'5 254 61 ST L30 254 62 ST L30.254 63 LD L35,.254 '. 64 LD '. L25 204 65 LD `. L25 204 67 :: LD ." L25 . 204:, `AISC- H1 -3 :• 0 :00 AISC- H2 -1 0.00 AISC H2 -1 0.00 AISC H2-1 0.00 AISC- H1 -3 AISC H1 -1 0.00:: AISC- H1-1 0.00. AISC- H1 -1 0.06._.: AISC H1 -3 0.00. -TENSION 0:.00 :TENSION: 0.00 TENSION 0: :00 TENSION 0.00 AISC -.H1 -1 0.00... AISC -` H1 -3 0.00 AISC- x171 ... 0:00 AISC -:H1 -1 0.00 AISC - H1 -1 0.00 AISC= ;:H1' -1.. 0.00 -AISC H1 -3 0.00 AISC= . "H1 -3': 0,.00 "AISC-.; H1 -3 0.00.. AISC H1 3, 0.00 0.093. 1.24 0.503. 2.46 0.328.`. 2..46 1.61 .. 0.027.: - 0.97'.: 0.476: 0.00 0.429 0.00:.: 0.'266 0.'00 0. :065 0.00.. 0.337. 0.00 '0.456....:. 0.00 0.448 0.•00 0.324 0.00 0.328 87.10 0:.179 10 :0 :,168 0.'248 0.00 0.248 0.00 0.921 -12.54 0:,919 -12.54 0.919 - 12.54 0 ::921 - 12 ":`54 101. 12'.34. 7.2:.2 8 . 101 0.00 • 101 .0:00 4 02...:. • 101 101 101 101'. 0 00 101 101 75 89 101 101 48.62: 168 00 101 101 101 101: 101 0.00 101 64 101 •0 00 101 101 0.00 i 15 TRUSS ANALYSIS - 5TH WHEEL BRIDGE CRANE FIX CONDITION -- PAGE NO. 16 ALL UNITS ARE - RIP INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 68 ST L25 204 %PASS TENSION 2.15 T 0.00 69 LD L30 254 PASS AISC- H1 -1 5.44 C ' 0:00 70 LD L30 254 PASS AISC H1 -3 2.74 C 0.00 71 LD L30 254 PASS AISC- H1 -3 2.74 C 0.00 72 LD L30 254 .PASS AISC -. H1 -1 5.44 C: 0:00 73 ST L25 204 PASS TENSION 2.15 T 0.00 * 74 ST 1,25 204 FAIL L /R- EXCEEDS 75 LD L40 405 PASS AISC- H1 -2 42.06 C: 0.00 76 ST L30 254 PASS TENSION 6.62 T . 0.00 376. * 377. * 378. FINISH = = 0.105 101 0.00 0.00 0.926 101 -15.83 101.59 0.826. 101 - 15.83 0.00 0.826 101' - 15.83 101.59 0.926 101 - 15:83.. 0.00,. 0.105 0.00 0.00 1.132 0.824 -18.28 0.00 108 0.00. * * * * * * * * * * * * * ** END OF STAAD- III * * * * * *. * * * * * * * ** * ** * DATE= SEP 3,1998 TIME= 16:19:28 * FOR QUESTIONS REGARDING THIS" VERSION.OF•PROGRAM' * RESEARCH'ENGINEERS,•Inc.at * Ph: (714) , 974 -2500 .` . FAx (714).'9212543: • KENWORTH TRUCK CclF' 8801 EAST MARGINAL WAY S TUKWILA, WA 98108 Tel (206) 626 -4862 Fax (206) 767-85 VICINITY MAP SI SEA -TAC INTL RPORT KEY PLAN O II AREA S AREA 1 ®FA Z AR - -_ SCALE NONE CODE SUMMAR) BUILDING CODE 1997 UNIFORM BUILDING CODE OCCUPANCY GROUP F -1 CONSTRUCTION TYPE - 111 FLOOR AREA 197650 SF BUILDING HEIGHT 18 FEET STORIES ONE • ACCESSIOIUTY REQUIREMENTS • ------ NOT AFFECTED FIRE PROTECTION - SPRINKLERS INTERIOR WALLS NONE • STRUCTURAL FRAME STEEL FLOORS - SLAB ON GRADE • INDEPENDENT 2- STORY STRUCTURES (OFFICES AND RGST ROOFS) AI BUILDING FOOT PRINT. THESE STRUCTURES ARE UNAFFECTED BY 118 SCOPE OF WORK: MODIFlC TIONS ARE TO FLOOR - MOUNTED EOUIPLIENT 9A1141N EXISTING 8UILOIN RELOCATE EXISTING 250 LB BRIDLE CRANE TO SUIT NEW PROOECTION UNE A SUPPORT BRIDGE PATH STEEL FRAME RESTING ON FLOOR SLAB. INDEPENDENT BUILDING STRUCTURES. ARFA 2: REPLACE THAT PORTION OF THE 2 TON AXLE TACK BRIDGE CRANE WHICH WI PREVIOUS PLANT RECONFIGURATION. USE COSTING CONNECTIONS TO SUPPOf BUILDING AT ORIGINAL LOCATION. • INSTALL A TORQUE TOOLING RACK. A NEW 3 TON BRIDGE BEAM. AND A 94A SUSPEND RACK ANO NEW BRIDGE BEAU FROM EXISTING 3 TON BRIDGE CRAN PROVIDE STOPS TO UNIT TRAVEL OF EXISTING 3 TON CRANE. SUSPEND NEV FROM EXISTING UNUSED CRANE BEAM (CALCULATIONS ONLY). ABELL WEND THE EXISTING CRANE RAILS AND ADO A NEW 2 TON BRIDGE CRANE FIFTH WHEEL PRODUCTION UNE. MODIFY THE COSTING BUILDING TRUSS TO THE ADDITIONAL LOADS. ESTIMATED CONSTRUCTION COS eeEe.a� EREd_2: 480 $ 15,480.0.00 Q $ X5, 6 $ 14.781.00 DRAWING NO. TITLE REVISIONS REVISIONS REV OAIE BY APP'D OESCRIPRON REV DATE BY APP'O DESCRIPTION 1 9.01.98 RNL ISSUED FOR PERMIT /CONSTRUCTION AREA 6 0 9.25.9E RAIL ISSUED FOR CONSTRUCTION AREAS 1 & 2 B 8.21.9E RAIL ISSUED FOR PERMIT AREA 3 A 8.12.9E RAIL ISSUED FOR PERMIT AREAS 1 k 2 REV DAR: BY APP'0 PRELWINARY ISSUE TRUCK COMPANY ,RGINAL WAY SOUTH LA, WA 98108 862 Fax (206) 767-8577 O ICNE CODE SUMMARY BUILDING CODE - 1997 UNIFORM BUILDING CODE OCCUPANCY GROUP F -1 CONSTRUCTION TYPE - lu FLOOR AREA . 197650 SF BUILDING HEIGHT 18 FEET STORIES ONE • ACCESSIBILITY REQUIREMENTS • ------ NOT AFFECTED FIRE PROTECTION • SPRINKLERS INTERIOR WALLS NONE • STRUCTURAL FRAME STEEL FLOORS SLAB ON GRADE • INDEPENDENT 2- STORY STRUCTURES (OFFICES AND RGST ROOFS) ARE LOCATED WITHIN BUILDING FOOT PRINT. THESE STRUCTURES ARE UNAFFECTED BY THIS WORK. SCOPE OF WORK: 1100IFICATTONS ARE TO FLOOR - MOUNTED EQUIPMENT WITHIN COSTING BUILDING ENVELOPE. RELOCATE EXISTING 25D LB BRIDLE CRANE TO SUIT NEW PRODUCTION UNE ARRANGEMENT. SUPPORT BRIDGE WITH STEEL FRAME RESTING ON FLOOR SLAB, INDEPENDENT OF BUILDING STRUCTURES. AREA 2: REPLACE THAT PORTION OF THE 2 TON AXLE TACK BRIDGE CRANE WHICH WAS REMOVED DURING PREMOUS PLANT RECONFIGURATION. USE EXISTING CONNECTIONS TO SUPPORT RAILS FROM BUILDING AT ORIGINAL LOCATION. AREA 3• INSTALL A TORQUE TODUNG RACK. A NEW 3 TON BRIDGE BEAM, ANO A SIJALL TOOL MONORAIL SUSPEND RACK AND NEW BRIDGE BEAM FROM EXISTING 3 TON BRIDGE CRANE BEAUS. SUSPEND NEW MONORAIL PROVIDE STOPS TO UNIT TRAVEL OF EXIS119G 3 TON CRANE FROM EXISTING UNUSED CRANE BEAM (CALCULATIONS ONLY). ARFA 6• EXTEND THE EXISTING CRANE RAILS AND ADO A NEW 2 TON BRIDGE CRANE TO 1110 FIFTH WHEEL PRODUCTION UNE MODIFY THE COSTING BUILDING TRUSS TO ACCONUOOATE THE ADDITIONAL LOADS. ESTIMATED CONSTRUCTION COST: ARFA 1• ARFA 2' S 7.82200 $ 15.480.00 Q S 14.781.00 PTION 9.01.98 0 9.25.9E 9141 RML ISSUED FOR PERMIT /CONSTRUCTION AREA 6 ISSUED FOR CONSTRUCTION AREAS 1 k 2 8 8.21.98 A 8.12.98 RAIL RAIL ISSUED FOR PERMIT AREA 3 ISSUED FOR PERMIT AREAS 1 & 2 REV DATE BY APP'O PRELIMINARY ISSUE DRAWING INDEX DRAWING NO. DRAWING 71TLE REV DATE GENERAL 1404 -G1 COVER SHEET AND DRAWING INDEX STRUCTURAL 1404 -51 GENERAL NOTES 1404 -52 BRAKE ASSET.BLY BRIDGE CRANE- - AREA 1 1404 -S3 BRAKE ASSEMBLY BRIDGE CRANE - AREA 1 1404 -54 AXLE TACK BRIDGE -• AREA 2 1404 -S5 RELOCATE TOROUE TOCUNG STATION - AREA 3 • 1404 -S8 FIFTH WHEEL BRIDGE - AREA 6 RECEIVED CITY OF TUKWILA SEt • -8198 PERMIT CENTER SCALE: DRAWN By NTS JTT DWG CHI CO BY ENGINEER BY ENG CNKO BY RML APPROVED / KENWORTH TRUCK COMPANY MANUFACTURING ENGINEERING SUPPORT DATE COVER SHEET AND DRAWING INDEX PROJECT 98 -1404 DRAWING NUMBER 1404 -G1 IREVA 20' -0" (REF, 20' -0' (REF) 3/4'0 BOLTS W/ ONE HEAVY HEX NUT AND ONE JAM NUT EACH (NOTE 2), TYP SPACER FLAT BAR 1/2x1/4x 9' LG, TACK WELD TO UPPER PLATE AFTER ASSEMBLY, TYP (SIM) 2- 3/4'0 THRU -BOLTS EXIST JL4x4x5 /16 TRUSS CHORD, TYP 3 PLACES 0 13x3x3 0 SEE PLAN SEE PLAN EXIST BUILT -UP CRANE RAIL SECTION 2- L3x3x3/8 BRIDGE STOP, FOR DETS SEE (TYP 4 PLACES) SCALE 3/4 " -1' -0" t 2 EXPIRES: 5/15/ b o '8.9 DETAIL EXIST JL3x2 1/2x1/4 SBx23 W/ CBx11.5 CRANE RAIL EXIST BUILT -UP CRANE RAIL E: JI EXIST W12x40 COL, TYP DETAIL I0. -0' pLAN EXIST W12 COL SEE PLAN SPACER BAR 1/2' SO x 1' -2" L0, TACK WELD TO UPPER PLATE AFTER ASSEMBLY, TYP 1 2'14 1 EXIST JL4x4 TRUSS CHORD PLATE 1/2' NS & FS DETAIL SCALE 1/8' -1' -0" 4' MIN EA SIDE EXIST W12 COL 3/16 SEE PLAN EXIST JL3 I /2x2 1/2 EXIST CONN PLATE I/2' (FIELD VERIFY) EXIST JL4x4 PLATE 1/2" 3 3/4' PLATE 1/2' NS & FS ELEVATION DETAIL SCALE: 3/4' =1' -0' ANE RAIL JL3x2 1/2 (LLV), SEE NOTE ELEVATION DETAIL SCALE: 3/4' =1' -0' NOTE. FIELD ADJUST L3x2 1/2 TO CLEAR EXIST JL4x4. MAINTAIN 4" MIN OF OVERLAP BETWEEN L3x2 1/2 & EXIST CONN PLATE ^SEE SECTION 'C' SEE DETAIL '1' ELEVF DETAIL SCALE: 3/4" =I' DRAWING NO. TITLE REVISIONS REVISIONS REV DATE BY APP'D DESCRIPTION REV DATE BY APP'0 DESCRIPTION 1 0 08,9F`PA/(„ 9.01.9E RML REVISED CRANE RAILS & ADO SECT '6' ISSUED FOR PERMIT / CONSTRUCTION REV DA TE BY APP'() PRELIMINARY ISSUE 3/4'0 BOLTS w/ ONE HEAVY HEX NUT AND ONE JAM NUT EACH (NOTE 2), TYP SPACER FLAT BAR TACK / " LO, CKWELD TO UPPER PLATE AFTER ASSEMBLY, TIP 2- 3/4.0 THRU -BOLTS L3x3x3 EXIST x TRUSS JL4 CHO4 RD PLATE 1 /2x6 x0' -9' NS & FS PLATE 1/2x9 xl' -2' REPLACE EXIST 5/8'0. BOLTS W/ 3/4'0 Br FIELD REAM HOLES \ ACCEPT NEW 3/4"0 ,..., BOLTS (NOTE 2), TYP EXIST PLATE 1/2x6 x1' -2' NS & FS EXIST SPACER AR, TYP 4 3/4" TYP EXIST JL4x4 TRUSS CHORD PLATE 1/2 x 14' SO SHIM AS RECD RANE RAIL CRANE RAIL EXIST BUILT -UP RAIL, CUT AT COLUMN UNE 0 EXIST PLATE 1 /2x6 x1' -2• NS & FS SECTION SCALE: 3/4 " -l' -0' SECTION SCALE: 3/4' -l' -0' 5 SPA 0 6' -0' = 30' -0' (REF) I EXIST TRUSS RES: 5/15/ b EXIST JL3 1/2X2 1/2x1/4 EXIST JL3x2 1/2x1/4 EXIST JL3x2 1/2x1/4 JL3x2 1/2 (LLV) P JL3x2 1/2 x1/4 (LLV) 42.25' (FIELD VERIFY) DETAIL -FIELD MEASURE & CUT TOFIT WT5. TYP REINFORCE EXIST `.. JL4x4 W/ WT5x15, TYP DETAIL EXIST W12 COL EXIST JL4x4 SEE PLAN PLATE 1/2', SEE NOTE EXIST CONN PLATE 1/2' (FIELD VERIFY) ANE RAIL. 2 PLACES SEE PLAN FIELD CUT IN STEM OF WT5 FOR EXIST PIPES SECTION SCALE: 3/16' =I' -0' EXIST JL3x2 1/2 3/16 WT5 3/16 3/16 SEE SECTION 'C' SEE DETAIL '1" ANE RAIL EXIST JL4x4 ELEVATION 1 DETAIL SCALE: 3/4' =1' -0' NOTFL FIELD VERIFY HEIGHT, THICKNESS OF EXIST CONN PLATE. MATCH HEIGHT. THICKNESS OF NEW PLATE TO EXIST CONN PLATE r:/,.\;!\171., NOTES: EXIST JL4x4 RELOCATE EXIST SPRINKLER PIPE TO ACCOMMODATE TRUSS REINFORCEMENT AFTER FINISH PAINT IS APPUED, A PAINT "I TON CAPACITY' IN 2' HIGH f: 0• L '5 ON 80TH SIDES OF BRIDGE BEAM. 2. NUTS FOR THESE CONNECTIONS (4 PLACES) TO BE TIGHTENED TO SNUG TIGHT- CONOIRON PER AISC SPECS FOR A325 BOLTS, PARA 8(c). 3. FOR GENERAL CONSTRUCTION NOTES. SEE DWG 1404 -52. z N CO 3/161. ISJIN WARP TO ING 3/16 lir OF EXIST TRUSS EXIST JL4x4 TRUSS CHORD SECTION SCALE: 1 1/2"=1.-0. TON 9.08.9E rywL REVISED CRANE RAILS & ADO SECT 'E' 0 9 .01.98 RML ISSUED FOR PERMIT / CONSTRUCTION REV DATE BY APP'O PRELIMINARY ISSUE SCALE: AS NOTED DRAWN BY JTT DWG CHK'D BY RML ENGINEER BY NJC ENG CHK'D 8T- RML MO B 9 AY 26 01 YR 98 98 Harris Group Inc. 9 01 98 9 01 98 APPROVED RML/GES KENWORTH TRUCK COMPANY MANUFACTURING ENGINEERING SUPPORT GATE FIFTH WHEEL BRIDGE - AREA 6 PROJECT 98 -1404 DRAWING NUMBER 1404 -S8 I REV/N OCT -13 -1998 TUE 01:15 PM J.L.F. CONSTRUCTION, INC. P.O. BOX 430 MILTON, WASHINGTON 98354 SEA'TT'LE (253) 838 -9599 TACOMA (253) 952 -6058 FAX (253) 874 -6842 DATE: 10/13/98 TO: Ken Nelson COMPANY: City of Tukwila FAX NUMBER: (206) 431 -3665 FROM: JEFF RANER COMPANY: JI,F CONSTRUCTION, INC. PHONE: Seattle (253) 838-9599 Tacoma (253) 952 -6058 FAX: (253) 874 -6842 OF PAGES INCLUDING COVER SHEET: RE: Final Inspection @ Fifth Wheel- Kenworth Seattle PLEASE CALL IF YOU HAVE ANY CONCERNS OR QUESTIONS. MOBILE PIIONF, ( 206) 679 -5856 FAX H0, P, 01 APPIR0 \RD CI 1 3 1995 1 • • `, RECEIVED CITY OF TUKWILA OCT .1 3 1998 PERMIT CENTER OCT -13 -1998 TUE 01:15 P11 FAX NO, P. 02 Harris Group Inc. P.O , Box 3855 Suite 800 ® Seattle, WA 98124 -3855 1000 Denny Avenue (206) 494 -9400 Seattle, WA FAX (206) 494.9500 98109 -5338 FACSIMILE COVER SHEET Date 10 -12 -98 To JEFF RANER Company J.L.F. Construction, Inc. Fax Number (206-764-8205 KW) Subject Fifth Wheel Bridge Crane Bolted Connections From RON LONG No. of Pages Including Cover -heel: 2 LeJeune bolts conforming to the properties described by the attached Quality Assurance Certification for Set Number D61127, dated 16-Jul-98, are acceptable for all bolting applications shown on HGI drawing 1404 -S8 for the Fifth Wheel Bridge Crane installation, Special Inspection is not required since the installation of the LeJeune fastener automatically results In a clamping force equal to that required by ASTM A325 for Slip Critical connections. (As the fastener is tightened, the serrated tip of the threaded end is broken off, making visual inspection simple.) CC: JEE, RML Protect # 98.1404 rI:FIRE9:E11Uae+ /a 2444 tit r O CI A 3 \9Sii Cato: Time: Initials: Tran mtklad File 1404,0304 Transmittal # P /ease call telephone number listed above iftiansmission is incomplete or unclear. 404FAx6,doc ADM,D42.1.95 2/r d RECEIVED CITY OF TUKWILA OCT 1 3 1998 PERMIT CENTER SMAdH WU22: TT 86, 2T 100 0CT -13 -1998 TUE 01:16 PM OCT -0A -1898 TNU 02 :57 PM KW SEATTLE pe'e— a8--8a .4:16 w®storn stud welding i • �. SET NUMBER; 031127 FAX NO, FAX NO, 2067678577 206 762 7H7& P. 03 P. 02 P.i02 Wayne Company 3S00 WiAc Highway 134 axitliatps,N04 23331 Pbane; 612.890.7100; WATB; 80044 ,4551 )4x612.8904544 QUALITY ASSURANCE CERTIFICATION A325 TENSION CONTROL BOLT ASSEMBLIES Cost owe r W Jr tatAy co/ that Ms faults recorded above arts neco row Quantity ..dtrise, RECEIVED CITY OF TUKWILA OCT -i 3 1998 PERMIT CENTER SM?JHH Wd22 :iT 96, ZT 130 DAT 164i4.98 SFI' NUMBER: D61127 L M v+oty Lot Number: 173 its 1 Sin: 3/4 -10 x 2 Grade: A.3u •Type t PIMA - L .i . W 7. C ? II ' ;�ti f .' nu aritc Lot NUanbeei P9261 Dlutewtart 3/4.10 UNC IG).tulet A563 TJH 71n1i13a Plain Mffr prtt! Lot Ntrmba: 81322 Diameter: 3/4" Grade: P436 -)ptr 1 NAM Fiala S SIoN giwte ww ea Ada: 0:ti.'t>rtc 4n SXSULA Asg. s�ky "''���� i A* NA BWAiw wurr ��_�( `- ABTM AnS ('4 1) rcqultas a rniaiunua, of rate Both* suit um p. e pruductioo lot. [Alamo Bolt takaa 4•s mediae llotn soh (dittos) four =LOA . Cottayi thld t hi aaas+lly el Avarua ul'twen ,true p' am% Spst,iticuiton Kriatutta, 29100 At/Langan luau ORt10u Sat 1 237 Mbaa 35 000 1bj(lansina Set 2 213 Mb, 6 3 11a/tension Set 3 2 i6 Nlbt A 3 t O Ibdtaarlan Set 4 _ Mbt 0 3_ Ste^ Ibo/Ititl'lott sot 3 HS Robs ({y! 3-1 t t>0ZIIn✓taration Mama leneion at tip sbuar 37 GM Ibikui ucc Standard deviation at Lip the it 1.3 7 Ib1k us1an RQTATRONdL CAPACITY TES? (Pa arWJY.1 Daps of romJtlutt 240 l:�•11 tj. F,.i ,kuxtedanl: r, , 0 \! is from ntug tight w �, , q � t' �Sot 1W/tension ZIA& 1.21... Nibs (1,1) �s 0OD Sec 2 31t. Nibs 0 4 OOn _1W/tension Set reunion Tt+raue prtllb,tj a ,1S r 7 Sal 8 3 Torque 256 enstun fibs) x (2lamgrsr 4 S , 547 PASS 4 _..at_ PASS Set Yom_ d Toitw 205 ,i Cost owe r W Jr tatAy co/ that Ms faults recorded above arts neco row Quantity ..dtrise, RECEIVED CITY OF TUKWILA OCT -i 3 1998 PERMIT CENTER SM?JHH Wd22 :iT 96, ZT 130 Si Geotechnical Environ ental ��® • Construction Consulting • Engineering • Testing October 6, 1998 PSI File No. 715-88455-2 CITY OF TUKWILA Building Department 6200 Southcenter Blvd Tukwila, WA 98188 Subject: FIFTH WHEEL BRIDGE - AREA 6 Kenworth Seattl • . t Permit #D Gentlemen: We have completed the requested special inspection on the subject project. Our final report, dated 9/30/98 is numbered FR9224. WORK INSPECTED Visual welding To the best of our knowledge, all work inspected conformed to approved plans, specifications, UBC, and related codes, and /or verbal or written instructions from the Engineer of Record. Reviewed by: Michael O'Connell L NDE Department Manager Sincerely, PROF SSIO " SERVICE INDUSTRIES, INC. am Yaghmaie, P. E. Department Manager Construction Services SY /tls cc: JLF CONSTRUCTION /S Hoeck Information To Build On Professional Service Industries, Inc. • 3257 16th Avenue West • Seattle, WA 98119 • Phone 206/282 -0666 • Fax 206/282 -0710 1 '� \\ .�o :moo• PACIFIC TESTING LABORATORIES TESTED FOR: Mr Steve Hoeck JLF CONSTRUCTION PO Box 62 Milton, WA 98354 A Division of aBu t lT d On inglneer ng • Consuftlng • Mating REPORT OF FIELD INSPECTION PROJECT: FIFTH WHEEL BRIDGE - AREA 6 Kenworth Seattle plant Permit #D98 -0297 DATE: September 30, 1998 OUR REPORT NO.: 715 - 88455 -1 (Page 1 of 1) Inspector: L Miller (FR9224) As requested, a representative of PSI was on -site for visual weld inspection per AWS D1.1 -96 and approved drawings. Performed inspection of reinforcement of existing truss /joint as per drawing 1404 -S8 revision 1, grid 07 at S -U and 08 at S -U. Reviewed by: E. Roberts, ASNT Level /1/ Respectfully submitted, PROFESSIONAL SERI/WE INDUSTRIES, INC. Ilhichael O'Connell Department Manager NDE Services LM /tls cc: (1) JLF CONST /S Hoeck (1) TUKWILA BLDG DEPT REPORTS MAY NOT 8E REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle WA 98119 • Phone 206/282 -0666 • Fax 206/282 -0710 414/Kit PLAN REVIEW /ROUTI SLIP ACTIVITY NUMBER: D98 -0297 DATE: 9 -8 -98 PROJECT NAME: KENWORTH TRUCK COMPANY XX REVISION SUBMITTED PRIOR TO PERMIT ISSUANCE Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: BtailaingDivision ti blic Works j-7D Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete U Comments: DUE DATE: 9 -15 -98 Not Applicable TUES /THURS ROUTING: Please Route C No further Review Required n Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 10 -13 -98 Approved 0 Approved with Conditions 0 Not Approved (attach comments) REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: Approved DUE DATE: Approved with Conditions El Not Approved (attach comments) n REVIEWERS INITIALS: DATE: \PR•ROUTE.DOC 6/98 t PLAN REVIEW /ROUTIN .LIP ACTIVITY NUMBER: D98 -0297 DATE: 9 -1 -98 PROJECT NAME: KENWORTH TRUCK COMPANY XX Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter Revision # After Permit Is Issued DEPARTMENTS: Building Division PbisWrks 5o Fire Prey e,44 C. Struucturalft n Plann gDivision Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 9-3-98 Complete n Incomplete n Not Applicable Comments: TUES /THURS ROUTING: Please Route No further Review Required Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) n REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 10 -1 -98 Approved n Approved with Conditions Not Approved (attach comments) n REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWERS INITIALS: DATE: \PR- ROUTE.DOC 6/98 CITY 0 TUKWILA Department of Coinmunity Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 DATE: 6' 9g P CHECK/PERMIT NUMBER: Z)76: -Oz91-7 PROJECT NAME: 1.4/0,'277--/ /X1 C. K CO PROJECT ADDRESS: 5'),e10( CONTACT PERSON: /0)ti REVISION SUMMARY: 77 c% mot/ ) PHONE: 2v G) !y --%S -37 • SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY OF TUKWILA S E P - 8 1998 PERMIT CENTER ,� wl ITY.U$E ONLY,:: Bldg:. Plannin u61ic...Works:': 3/19/96 City of Tukwila Fire Department Fire Department Review Control #D98 -0297 (510) John W. Rants, Mayor Thomas P. Keefe, Fire Chief September 4, 1998 Re: Kenworth Truck Company - 8801 East Marginal Way South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 5.5.3.1) 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) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 2. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 City of Tukwila Fire Department Page number 2 John W. Rants, Mayor Thomas P. Keefe, Fin? Chief (NFPA 70) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, 51- The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 -4404 • Fax (206) .57.5-4439 1,8/11/1998 21:51 25da /48b41 JLr GuivJ i RUI 11l.AV (. f r---- I i.I .'h And i kpI:ty Crrtilicntc DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 JLFCOI *081RW 06/10/1999 EFFECTIVE. DATE 12/16/1992 J L F CONSTRUCTION INC PO BOX 430 MILTON WA 98354 �-- i\I i It And D(>plav Cari11 tw r REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 JLFCOI *081RW 06/10/1999 EFFECTIVE DATE 12/16/1992 J L F CONSTRUCTION INC PO BOX 430 MILTON WA 9834 5ienaturc Issuccl by DEPARTh1 a OF LABOR AND INDUSTRIES PIease Remove And Sign Identi £ cation Card C efore Placi Q In V Bill old •11 0aeo \/ 5 ;; `c01 ••■'! U-s N • ' _ 1 - V - A ": re =--0-=-,6',=6 e „,, 4622 t, 7 - 7 - /. 5 ,EEs.5 0/E60.1=-1 -,=== 2 K 3 L _66 500555 0/0,660 / I 7:3 os9= , 62.55 269666 6 606 7 - - < T 55 T3. 722.'2=1 Ti7uss Ts. .5 7 =262296 0>r, .9/173 5,,,v-4 ,,,,,,. A F , . ./C , 4 . 9 5 , - ' =66c. * /627a 2' 0 62 g z .h'z , 2 I 4'1 . k c 6 = - ,„, „:\ e° eieeva 44 91 • 0 6 =3 , ‘" N. ' I 2 727'4. _ 62; „ 2 22 6 A9'6 - 5 ' rool /62E/C000= „, , r -5 roe S5 5/45841/ 559 TE659 ‘=`\ __„__ -4, 5.4- e 0° :: ,,_ ? 6 ,, F -Ev 'il'. i ;' , 1 c \, ', ., '..' 0 :i ,r ::-<;•!--. , 0,,,,,A:) , ' '',., 4 „,...,,,..„,,,,,..,. ,..,.,,,_..,:z.„,,„ 0 , 097/ • -v- 4.31e6= '41 " k= E , 2 Ti7ds5 i El I Cl I I I FISHER COL, CORP, . 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