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HomeMy WebLinkAboutPermit D98-0345 - KENWORTH TRUCK COMPANY - BRIDGE CRANED98 -0345 8801. E. Marginal Wa So. J Kenworth Truck City of Tukwila Repvi- 2- !G - 200(. (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGIN'S BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 542260 -0060 Permit No: D98 -0345 Address: 8801 EAST MARGINAL WY S Status: ISSUED Suite No: Issued: 11/03/1998 Location: Expires: 05/02/1999 Category: AMFG Type: DEVPERM Zoning: MIC /H Coast Type: III -N Occupancy: Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: SPRINKLERS Setbacks: North: .0 South: .0 East: .0 West: .0 Water: SEATTLE Sewer: SEATTLE Wetlands: Scopes: Y Streams: Contractor License No: SKYEII *02000 OCCUPANT KENWORTH TRUCK COMPANY Phone: 206 -626 -4862 8801 EAST MARGINAL WY 5, TUKWILA WA 98105 OWNER KENWORTH MOTOR CORP 8801E MARGINAL WAY, SEATTLE WA 98108 CONTACT NICK CARLILE Phone: 206- 494 -9557 1000 DENNY WY, SUITE 800, SEATTLE WA 98109 CONTRACTOR SKYE INDUSTRIAL INC Phone: 425- 413 -4954 PO BOX 631, RAVENSDALE WA 98051 * k* k*• k** k*******•k**** *******k * *•k *k** **kk** *k**•k*k* kirk* ***** ** *********•k * *k ***k*** Permit Description: INSTALL A NEW 3 BEAM LIGHT BRIDGE CRANE. * k k*** * ** ********* * ** * ***kkk *** * ** * ** kit* k** k********** *** * **** ** *** **** * ** * * * *kk* Construction Valuation: $ 16,200.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Gut /Access /Sidewalk /CSS: Fire Loop Hydrant: No: Size(in): .00 Flood Control Zone: Hauling: Start Time: End Time: Land Altering: Cut: Fill: Landscape Irrigation: Moving Oversized. Load: Start Time: End Time: Sanitary Side Sewer: No: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Water Main Extension: Private: Public: kk* k****** k**** k* k*******k•k k****• kk** k**************** k*** * **** ** *k•k* *•k* * *•k *•k ** *k*kkk TOTAL DEVELOPMENT PERMIT FEES: $ 465.26 k* k ***•k * **•k * ** * * *kk ** ** * * *k **k **•kik* * * * * *k* •k ******.h- * * * * *** * * **•k * ** *k * * * * *k *k Permit Center Authorized Signature: (t) Date:2_J0_X1_ 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 pe lit. Signature: Date: 2 -119- 2.& - O0 Print Name: L& 4 L i i,'V 1* 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. City of Tukwila (206) 4313670 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 Permit No: D98 -0345 Address: 8801 EAST MARGINAL WY S Status: ISSUED Suite No: Issued: 11/03/1998 Location: Expires: 05/02/1999 Category: AMFG Type: DEVPERM Zoning: MIC /H Const Type: III -N Occupancy: 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: SKYEII *02000 OCCUPANT KENWORTH TRUCK COMPANY Phone: 206 -626 -4862 8801.EAST MARGINAL WY S, TUKWILA WA 98105 OWNER KENWORTH MOTOR CORP 8801 E MARGINAL WAY, SEATTLE WA 98108 CONTACT NICK CARLILE Phone: 206- 494 -9557 1000 DENNY WY, SUITE 800, SEATTLE WA 98109 CONTRACTOR SKYE INDUSTRIAL INC Phone: 425- 413 -4954 PO BOX 631, RAVENSDALE WA 98051 ******************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description:, INSTALL A NEW 3 BEAM LIGHT BRIDGE CRANE. ***************************************************** * * * * * * * * * * * * * * * * * * *k* * * * * * ** *** Construction Valuation: $ 16,200.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: No: Size(in): .00 Flood. Control Zone: Hauling: Start Time:. End Time: Land Altering: Cut: Fill:. Landscape Irrigation: Moving Oversized Load: Start Time: End Time: Sanitary Side Sewer: No: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Water Main Extension: Private: :Public: ******************************************• k********** * * * * * * * * * * * * * * * * * * * * ** * * ** * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 465.26 ********** * * * * * * * * * * * * * * * * * * ** * * * * * * * * * ** *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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: DEVELOPMENT PERMIT Date Date: / Ye9f ' Print Name:___ «AL_C141C 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: 1 DEVPERM Parcel #: 542260-0060 CITY OF TUKWILA 10- 2ooL; code shall be valid. Permit No: D98-0345 Status: ISSUED Applied: 10/12/1998 Issued: 11/03/1998 **A4**********************A********************************************+** Permit Conditions: 1. No changes wi 11 be made to the plans unless approved by the: Engineer and the Tukwi 1 a,:13u1,101'041:,P,iv.iis,A pn . 2-. 'E 1 ec tr i ca I permits Sndfy.''0.&:!-Ofatd the Washington State b i v i s i on of., Industries and ectr i cal Work w i l l be inSi:e!Oted by that agency (248-66:44.„;, 1. All permi ts,,,:,,lnpecoo'n' and approved plans Sha 1 1 be available 0:::..,the„ job site ., pri or to the startr. of at iy[....' 99n ... struction,.these:,,, are to be : mai ntained a ' a v a i l- - . , i 1 r: able unt11:/ trial inspection .a pp ro v a i is granted. ,,:;'-',,,;,, •.:.`,•.!,'.. sha 1 1 4. Al structural. Wafd iig: ,be .welders ; special ; 1 nspe,cted (lif§C:,: - Sec . 300aj 5) :,,!;;;,.?" 5. Whent' specia inspect i or0 St required e i ther the ., '':.:-•., 1, ,,..i.done by W.A. B .t1"‘ ' Cart f0ed : architect ,Or engineer 11 notify the Tukwi la Oui 1,d'Ing‘ Division . ,,,of'' - appoi appointment of the 1:inspection agenci eS prior to. ,.. tnef'firSt bto i 14 i ng i nipect 1 ori. COO es of al 1 special , .v t , ..„ .. .... , inspection reports s hall be:submi;tte,d,. the Bui 1 d,i,ng:::';''' D i v i s i o n in a: timely manner. Reports ',,shall contain,, address, WOfeet name; ,permit .,niimber. and , tYpe, Of -- in s pection I1)e469 performed 6. The :special inspector shall c submi t f a ,final signed report sta whether' the work regOring inspection ,y)as'; to t best of the .inspector's \knOviledge„in conforman with. approved plans and specif cat iOnS :and the applicable workManShip,, prey 1 s ions of the upc.,„,' 7. Al 1., Oonstr'uot ion to be done in conformance with approved' ,r 4 plariS and reiluirements of the Uhiform'jtui lding Cade (19971/, Edition) as amended, Uniform Mechanical Code (199/ Ed i tioW, and Washington State Energy Code ( f99,7 tdttl on) 8 . Val i d fi'Y::of Pe rm i t . ' }The i ssuanoe of a 'Permit orN plans, spec i f iCations; and computations sha I I not. be c'On'....= , .. A ,..,. strued to be a perm f or ,:`or: an ,approva) of , any V tcilation of any of the prov i s ons of the building code or at any other ordinance of the ,jurisdiction l i'No p e r m i t pteSUming to give authorityto:,7violate Or:dancel',Ithe prov i slianS' of this CITY OF TUKWILA Address: 8801 EAST MARGINAL WY S Permit. No: 098-0345 Sul te : Tenant: Status: ISSUED Type: DEVPERM Applied; 10/12/1998 Parcel : #: 542260-0060 Issued: 11/03/1998 *.k***44,*****************i(*k************.4**************k********A4 Permit. Conditions: 1; No changes will be made to the plans Unless approved by the Architect or Engineer and tbe_TukwiJaBdilding Division. 2, :El eCtr i Ca 1 perm i ts: Sha1.„1 - :;:bC 7 ,obtalin0:'ii:ih:rpmgh. the Washington State - 01 vlIon ofLatiOr Indus tr tet.4 e lect r ical Work will be inSPe,,Ced by that agency (248=6630; 3. All perm its. Inspection records. and app0v,ed plans be a va i 1 ab 1 e at job 3.' site cir the start of anYA:::'con- struction. /:,?,,,.These ;...documents are to be ma iiitained and avail able tm t n i'nipecti on approval is g rant etl. 4. Alt structtiral wel.ding Shall 1 b „done by W A B 0 t we 1 der$:,,..and .inspected - Sec. 306(a)5t. 5 . When pecia1 inspectlon is requlred ei ther the owner a rchitect shall-notify -'' the Tukwila Bu i 1 D v i i o n of appo1rtnient of the spect a g e n c i e s P;ribr,, tb theil:c inspection. Copies of al 1 speC)al..7;:"',i n S t , reports shail bey_S,u bmi tted to the B i 1 di n g Division - i if a Z timelynianner. Reports ' shall contain address :p role c t name permit number and o , typ e of „..i nSpecti on be 0;9,1' p e rif:O rme d. ; 6. Th!0.4pec, 1 : inspec.:.tor ,/iiiaU\Submtc a flnal signed report stating r the work r equiring.spec ial :r nsp ec t On was. to the b'eit of n'spec:tOr'! in con f orMancei,;,' p l a n s 1 ans 'and:.',Speci ftatIons;'and>the applicahle, workrnanship provisions of the UBC. 7. Al 1 '\:construction to be done in CorfOi: approuid, p l a n s „,'.and::: requirements of the Uniform Bufl Code Ed i t iOn) as amended, Lin if orm Mechanical Code (17 and Wa State Energy Code; 1997 Edi t ion) 8. Va 1 idi ty Permit. The issuance of a permit. or:approvaA4f plans, St)ecif i0Oons, computations shall noObe s t LI e d to a permi for. or an a pproval of t Pi1a0 06 of any of the provisions of the building code or of,,.#0 other ord inance ., of the :I u r id 1 ct ton pernii t preswi no to give bive authority or ” provisi„cti8'f. this code sha 1 1 be valid. . Project Name/Tenant: KEn/t- Jc/an -I - 77wc e_ CoMPANy City State /Zip: km 9n o 3 Value of Construction: SSE 'DR14wnAl CI, S Tax Parcel Number: 5 /ZZ6o - oOCoO-O3 Site Address: ?SO/ E. M4RC,4ln/AL km y Svci1 , -ruKt,,11I-41 Property Owner: kr- A/WORTb/ ,v)cro cog :P. Phone: (2e ) Co2.6, - ye6,Z Street Address: - 48o ✓E City State /Zip: Fax #: Contractor: Sic ye /NDuS7 -tqC_, /AK . Area of Construction: (sq. ft.) N�4 Phone: (NzS) q!3- 4 195y Street Address: City State /Zip: P.o. 730x 828 R4✓F�/5b4LE 98051 Fax #: (.1z') Lit 3 - 00(0 2-- Architect: N / A Phone: Street Address: City State /Zip: Fax #: Engineer: 1/4Rr1S GigOUP /A/C. Phone: (2e &) Y9'1 Street Address: City State /Zip: /COO .26NN y A/4 j SO t rE 10 o , SEAT T 98l o 9 Fax #: (CC(0) si 9 y - 95 0o Contact Person: AP( k C'4T 1--/ LE_ Phone: (.ZOCp) 41911 - 95 5 7 Street Address: City State /Zip: /coo DE NN% 1 /f//. St/ rrE Soo SEATT - 1 - E , tt/A WO9 Fax #: (2o63.) L/ - 9y,00 Description of work to be done: /Nf74 L1.- 4 NE-'/ 3 Be4 v7 t- -16.1 F3)z.i DG.E ce-ANE Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse 171 Hospital ❑ Church 0 - Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church pl Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other If yes, extent of change: (Attach additional sheet if necessary) Will there be a change of use? ❑ yes F: no Will there be rack storage? ❑ yes 171 no Existing fire protection features: ® sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: /97 6250 existing Area of Construction: (sq. ft.) N�4 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ❑ no N //1 Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUfl'ILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. 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 ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sariitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous CTPERMIT.DOC 1/29/97 ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: y —/Z 99 Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUT • RIZED AGENT: Signapre: r t 'i 4, ^,'.' .... t ,,�...„,,ya Date: /eV /2Z ' °•, * ., .7, Print name: 4 C k- / _ P (2'c.) oil _955 7 1 l zo io) 0N - 95c^O v4/4 . 9? 10 9 Address iaoc 7:011/NY 11/4 y, SuvTE l;rvv, SF�t R-�, 0/4 9ria 9 Cit /State /Zip 5C T1 v ALL COMMERCIAUMULTI -F4 LY TENANT IMPROVEMENT /AL • ,4 TION PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: ALL DRAWINGS Td 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. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal 1 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. CTPLRMIT.DOC 1 /29/97 Account Code 000/022.100 000/345.W:40 000/386.904 Parcel No 542260-0060 ] 6635 10/13 9710 TOTAL 465.26 .., . . CITY OF 'TUKWILA, WA **k***A*******A*N***A*A*****.A****A*-V*A4.Nk4'*IrA*Ik***,0t*4.***A** CITY OF TUOILA TRANSMIT Number: R9700846. Amount: ' . 465.26 10/12498 Payment Method: 107593 Notation: HARRIS GROUP INC init: TXF RECEIPT . . , Permit Nog D9B-0345 Type: DEVPERM DEVELOOMENTPERMIT ' Site 'Address: 5801 EAST MARGINAL WY S Total Fees: 465.26 This Payment 465..26 Total ALL Pmtst , .. . Bal n c ci 0 0010 465.26 CHECK 465.26 .:.. Description , . BUILDING — NONRES ;. ' 279',..2.5': .:': 10i13/98 PLAN CHECK - MORES 181.:1.54 0457 OMR — STATE BUILDING SURCHARGE .10 66851H W t: vpe of Inspec io ddress• c N lct , t� 1 — L -O Special instructions: Date wanted: ! • m. Re est .-- er �� : -- -- PL-vlu n..... Nsa INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 1:2<pproved per applicable codes. ©. 77O cir..44( Ins Da1,44 $47.00. REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit 1�o PERMIT NO. (206)431 -3670 Corrections required prior to approval. • C Project Name ..•t.; x . a ,.fir.; . } -4i'' 0 *,... Y 770 '"C etw ,k, " :4 , was. ".. r+ • City of Tukwila File Department Thomas P Keefe, Fire Chief & N 7 t? (Ace Address 6 /Y 1I.4jS TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM etai n _current inspection sch edule. Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: (iNALAPP.FRM Authorized Signature`' Steven M. Mullet, Mayor Permit No. D9 g- 037C Suite # D a , e 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 FROM : SKYE INDUSTRIAL INC 1.. I(razan & ASSOCIATES, INC. June 27, 2000 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING dt INSPECTION Mr. AWstar Mckinnon SKYE INDUSTRIAL PO Box 828 Ravensdale, WA 98051 RE: Special Inspections Permit Closure - Paccar 8801 East Marginal Way South Seattle, Washington Dear Mr. Mckinnon, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed ow inspectors on June 22, 2000. Copies of our inspector's field reports are'attached. To the best of our knowledge, the activities noted on our attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, IGRAZAN & ASSOCIATES, INC. Timothy G. B erle, Engineering Manager Pacific Northwest Division TGB\bd• " FAX NO. : 4254130062 With Ten Offices Serving The Western United States Jul: 12 2000 00 31A1 P1 ICA No. 096 -00055 13434 NE 177 Place • Woodinville, Waohington 98072 • (425) 485.5519 • Fax (425) 4856837 ON0003eekApo .• FROM : SKYE I NDUSTR I AL INC Krazan DATE: - - oo PROJECT# C6 QOO 55 PROJECT Perm CLOS c LOCATION: 8 f° - m c4rsct KRAZAN PROJECT MANAGER: - 01 _ (L. e -,- 1 cf; -/ .• L -79) - )4 GEOTECHNICAL ENGINEEPINM • ENVIZONIAAGNTAI. ENGINEERING CONSMUC110N TESTING AND INSPECTION To the beet of my knowledge, the abov Suporintendent/Flepreeentatiwn 215 West Mora Avenue, Clovis, C393612 8020 W. bee Ave. Ste. 8, 'Melia, C4 93291 4231 Foster Ave., Bakersfield, C4 93308 1025 Lane Palm Ave. #8C. *delft,. C4 95351 !At C. 4 11 C,.. 13C111 • FIELD & Associates, Inc. REPORT NO.: 6577 — . . / WAS NOT performed FAX NO. : 4254130062 ( •Jul. 12 2000 06:32AM P4 • (559) 348-2200 • (559) 651-8267 • (661) 633.2200 • (209) 572-2200 • 14/141 271.22M1 COMMACTOR: ._51141g. 7104 . 4 -Vri'rrer PERMIT NO: In48-01L/5 INSPECTOR: i-arrs Lovt JURISCICTION: C.9v oP 7 WEATHER: 2;i_eor,r re-7ENS.10..c.c.4.-cheV2CLea.1L Z.IGL63.20-S—C2.0.±ea—A204.......t.reat+ 1* rJ4Frf - j- -co. V€j,'eJ. Per noneLla_ C, Ponc-aa II — . • --- - 41 " 110 4* PFA/ - ef, 4 / 1 0 " .*- 4 0 ) t fes2..etsk eph4.111e... rci (i-r) 7/J//C) a 71(-( 4 ir I Pef)-1-e 402 r L4 1 DESCPT •■••■■•••••■•■■••• 44" t ; e ' r ' rn. 123 Commerce Circle, Sacrinnoto, CA 95815 226 t4 Sherman, Ste. A, Corona, C49218 1501 15th Street NW, 1106, Auburn, WA 98002 383 Equestrian Dr., Pedalo, WA 98370 714174 Al C 177th Aim W•wilovila WA 01117.7 TEMP: HOURS IN OU.t. I i OT MIL T465 • (916)564-2200 • (909)349.1188 • (253) 939-2500 • (360)598-2126 • M251444519 r In accordance with the approved plans, cpecificadonc, and regulatory requirement. Technician: DRAWING NO. TITLE REVISIONS REVISIONS U` �. LIA 1 ,.l 1 REV DATE BY APP'D DESCRIPTION REV DATE BY APP'() DESCRIPTION 4 3 10.2.92 RML ISSUED FOR PERMT /CONSTRUCTION AREA 5 ISSUED FOR PERMIT /CONSTRUCTIITN AREA 4 ' ' " ' 2 9.03.9E RML ISSUED FM CONSTRUCTION AREA 7 B 8.21.9E RML ISSUED FOR PERMT AREA 3 I 3 .01.92 RML ISSUED FOR PERMIT /CONSTRUCTION AREA 6 A 8.12.9E RML ISSUED FOR PERMIT AREAS 1•h 2 0 4.25.9E RML ISSUED FOR CONSTRUCTION AREAS 1 & 2 REV DATE BY APP PRELIMINARY ISSUE . VICINITY MAP ITN* 31 11'111151 } 1 51 1a Ol.nd.l. 1 :t,ns K i 1l I \ SW Inn.' SI s 3 S OnNm 1 SI SEA -TAC INT'L • RPORT K 3 eu.l^n1 ( TT 1 J qa 3 1.11A 31 s.47.11us ♦ t I..IA 31 KENVVORTH TRUCK C6MF 8801 EAST MARGINAL WAY 501 TUKWILA, WA 98108 Tel (206) 626-4862 Fax (206) 767-8577 3 0...1 Y I4clA �r ( 1 • li s • I 1 'ARFA 3 SW 4W KEY PLAN AREA 6 12 AR A - -- -- Mal \' 7, 24 SCALE: NONE CODE SUMMARY BUILDING CODE 1997 UNfORU BUILDING CODE OCCUPANCY GROUP F -I CONSTRUCTION TYPE III FLOOR AREA 197650 SF BUILDING HEIGHT 18 FEET STORIES ONE ACCENSIBIUTY REQUIREMENTS • NOT AFFECTED FIRE PROTECTION • SPRINKLERS INTERIOR WALLS NONE • STRUCTURAL FRAME STEEL FLOORS SLAB ON GRADE • INDEPENDENT 2- STORY STRUCTURES (OFFICES AND REST ROOMS) ARE LOCATED WI' • BUILDING FOOT PRINT. THESE STRUCTURES ARE UNAFFECTED BY THIS WORK. SCOPE OF WORK: MODIFICATIONS DFICATIONS ARE TO FLOOR - MOUNTED EQUIPMENT WITHIN EXISTING BUILDING ENVELOPE. RELOCATE EXISTING 250 LB BRIDGE CRANE TO SUIT NEW PRODUCTION LINE 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 YAIICH T■:.: REMOVED 01 PREVIOUS PLANT RECONFIGURATION. USE EXISTING CONNECTIONS TO SUPPORT RAILS FROM BUILDING AT ORIGINAL LOCATION. ARFA NSTALL 3: A TORQUE TOOUNG RACK, A NEW 3 TON BRDGE BEAU. AND A SMALL TOOL MONOI SUSPEND RACK AND NEW BRIDGE BEAM FROM EXISTING 3 TON BRIDGE CRANE BEAMS. PROVIDE STOPS TO LIIIT TRAVEL OF EXISTING 3 TON CRANE. SUSPEND NEW MONORAIL FROM EXISTING UNUSED CRANE BEAM (CALCULATIONS ONLY). AREAS 2 .. 4: INSTALL A NEW 3 TON BRIDGE CRANE (BRIDGE AND RUNWAY BEAMS VENDOR SLPPUEO). MODIFY SUPPORTS FOR ADJACENT BRIDGE CRANE. AREA INSTALL THREE 100 LB. CAPACITY BRIDGE CRANES ON A SINGLE PAIR OF RUNWAY BEAMS. SYSTEM WILL BE SUSPENDED FROM THE EXISTING BUILDING TRUSS. EXXTE ND THE EXISTING CRANE RAILS AND ADD A NEW 2 TON BRIDGE CRANE TO THE FIFTH WHEEL PRODUCTION LINE. MODIFY THE EXISTING BUILDING TRUSS TO ACCOMMODATE THE ADDITIONAL LOADS. ARFA 7: PROVIDE A TOOL RAIL SUPPORT FOR STUD WELDING EQUIPMENT. FABRICATE AND ERECT ONE NEW FRAME AND PROVIDE BEAM FOR RAIL SUPPORT. oc i 3 13 13 �� PR A /V 3 � " \ L o a 4r.• -.-- - / • PRAW �r� R • DRAWING NO. DRAWING TITLE REV DATE GENERAL 1404 -U1 COVER :HUT APT GTA'AING INDEX 3 10 -02 98 STRUCTURAL 1404 -51 GENERAL NOTES 0 8 -25 - 1404 -52 BRAKE ASSEMBLY BRIDGE CRANE - AREA 1 0 8 -25 -98 1404 -53 BRAKE ASSEMBLY BRIDGE CRANE - AREA 1 0 8 -25 -98 1404 -54 AXLE TACK BRIDGE - AREA 2 1 10 -02 -98 1404 -55 RELOCATE TORQUE 7000NG STATION - AREA 3 0 8 -21 -911 1404 -S6 3 TON END -OF -UNE BRIDGE - AREA 4 0 10 -02 -98 4 1404 -S7 CAB ASSEMBLY BRIDGE CRANE - AREA 5 0 10 -12 -98 A 1404 1 -S8 FIFTH WHEEL BRIDGE - AREA 6 1 9 -04 -98 1404 -S9 STUD WELDING MONORAIL - AREA 7 0 9 -03 -98 A A ESTIMATED CONSTRUCTION COST: ARFA L : 1 7,822,00 15,480.00 / � RECEIVED 14,781.00 ` , CITY OF TUKWILA 1 21998 ARFA Z. 1 ARFA 3: $ ARFAS 7 k 4• $ 11,800.00 _ : $ 196,2,•00 A OCT � REQUIRED .581/5_21 NOT )RTH TRUCK COMPANY :AST MARGINAL WAY SOUT TUKWILA, WA 98108 (206) 626-4862 Fax (206) 767-8577 KEY PLAN SCALE: NONE CODE SUMMARY BUILDING CODE OCCUPANCY GROUP CONSTRUCTION TYPE FLOOR AREA BUILDING HEIGHT STORIES ACCESSIBIU It REQUIREMENTS FIRE PROTECTION INTERIOR WALLS STRUCTURAL FRAME FLOORS 1997 UNIFORM BUILDING CODE F -1 III 197650 SF 18 FEET ONE • NOT AFrECTED SPRINKLERS NONE • STEEL SLAB ON GRADE • INDEPENDENT 2- STORY STRUCTURES (OFFICES AND REST ROOMS) ARE LOCATED 1NIIIN BUILDING FOOT PRINT. THESE STRUCTURES ARE UNAFFECTED BY 17115 WORK. SCOPE OF WORK: ARTA 1: MODIFICATIONS ARE TO FLOOR - MOUNTED EQUIPMENT WITHIN EXISTING BUILDING ENVELOPE. RELOCATE EXISTING 250 LB BRIDGE CRANE TO SUIT NEW PRCOUCTION LINE ARRANGEMENT. SUPPORT BRIDGE WITH STEEL FRAME RESTING ON FLOOR SUB, INDEPENDENT OF BUILDING STRUCTURES. ARFA 2: REPLACE THAT PORTION OF THE 2 TON AXLE TACK BRIOGE CRANE Y411011 77AS REMOVED DURING PREVIOUS PLANT RECONFIGURATION, USE EXISTING CONNECTIONS TO SUPPORT RAILS FROM BUILDING AT ORIGINAL LOCATION. ARE 1L INSTALL A TORQUE TOOUNO RACK, A NEW 3 TON BRIDGE BEAM, AND A SMALL TOOL MONORAIL SUSPEND RACK AND NEW BRIDGE BEAM FROM EXISTING 3 TON BRIDGE CRANE BEAMS. /L PROVIDE STOPS TO OMIT TRAVEL OF EXISTING 3 TON CRANE. SUSPEND NEW MONORAIL g FROM EXISTING UNUSED CRANE BEAM (CALCULATIONS ONLY). I 7. ,'. E• INSTALL A NEW 3 TON BRIDGE CRANE (BRIDGE AND RUNWAY BEAMS VENDOR SUPPLIED). 3 MODIFY SUPPORTS FOR ADJACENT BRIDGE CRANE. AREA 5• INSTALL THREE 100 LB. CAPACITY BRIDGE CRANES ON A SINGLE PAIR OF RUNWAY BEAMS. TINS SYSTEM WILL BE SUSPENDED FROM THE EXISTING BUILDING TRUSS. AREA 6: EXTEND THE EXISTING CRANE RAILS AND ADD A NEW 2 TON BRIDGE CRANE TO THE FIFTH WHEEL PRODUCTION UNE. MODIFY THE EXISTING BUILDING TRUSS TO ACCOMMODATE THE ADDITIONAL LOADS. ARFA 7: PROVIDE A TOOL RAIL SUPPORT FOR STUD WELDING EQUIPMENT. FABRICATE AND ERECT ONE NEW FRAME AND PROVIDE BEAM FOR RAN. SUPPORT. 4 A F I understand that the Plan Check approvals are stit:le.c.t to errors l and omissions and approval of t)lil7l`x. does not authorize the 7 i ocic.tpted code or ordi(•,anc;, Receipt of con - ctor's copy of approV . ' ns acknowl irc ; I-/ By ERMIT CENTER REV DATE BY APP'D REVISIONS DESCRIPTION 50.2.9E 9.03.9E 9.01.9E 8.21.9E 8.12.9E DATE B A RML RML 4 3 2 1 RML RIAL RML 0 125.98 RML ISSUED FOR PERMIT / CONSTRUCTOIN AREA 5 ISSUED FOR PER/NT /CONSTRUCTION AREA 4 ISSUED FOR CONSTRUCTION AREA 7 ISSUED FOR PERMIT /CONSTRUCTION AREA 6 ISSUED FOR CONSTRUCTION AREAS I & 2 REV BY APP'D ISSUED FOR PERMIT AREA 3 ISSUED FOR PERMIT AREAS 1 & 2 PRELIMINARY ISSUE SCALE: DRAWN BY DIG CNK'D BY ENGINEER BY OATS PROJECT NTS JTT RAIL MO OAY YR 7 8 31 98 12 98 ETC 041(0 BY Al PROVED RML/ KENWORTH TRUCK COMPANY MANUFACTURING ENGINEERING SUPPORT DRAWING NUMBER COVER SHEET AND DRAWING INDEX 1404 —G1 Harris Group Inc. REV& D98 -o345 DRAWING NO. CONSTRUCTION NOTES: A. GFNFRAI: 1. GOVERNING CODE 1997 UNFORU BUILDING CODE (UBC). ADOITIONAL CODES AND SPECIFICATIONS GOVERNING THIS WORK ARE INCLUDED IN THESE NOTES. 2. SITE DESCRIPTION: WORK WALL BE IN AN EXISTING BUILDING. COORDINATE WORK WITH ONGOING OPERATIONS TO MINIMIZE DISRUPTIONS. 3. FIELD VERIFICATION: FIELD VERIFY EXISTING DIMENSIONS, ELEVATIONS, AND DETAILS PRIOR TO FABRICATION OR CONSTRUCTION. DIMENSIONS. ELEVATIONS AND DETAILS OF EXISTING STRUCTURES DESIGNATED BY (REF) ARE INCLUDED FOR REFERENCE ONLY AND MAY NOT REFLECT ACTUAL FELD CONDITIONS NOTIFY OWNER OF DISCREPANCIES OR OMISSIONS BEFORE SHOP DRAWING SUBMITTALS. 4. SUBSTITUTIONS (SUBJECT TO APPROVAL BY OWNER): SUBMIT SUBSTITUTIONS FOR SPECIFIED PRODUCTS PRIOR TO BID. INCLUDE DOCULENTATION SATISFACTORY TO OWNER THAT SUBSTITUTION IS EQUAL OR BETTER THAN SPECIFIED PRODUCT. 5. SHOP DRAWING SUBMITTALS: SUBMIT TWO PRINTS OF SHOP DRAWINGS FOR REVIEW BEFORE FABRICATION. 6. TEMPORARY CONSTRUCTION: PROTECT EXISTING FACIUTIES AFFECTED BY THE WORK. PROVIDE TEMPORARY BRACING AND SHORING TO PERFORM THE WORK. 0. DESIGN LOADS: 1. WIND: BO MPH, EXPOSURE B (UDC) 2. SEISMIC ZONE 3 (UBC) 3. SNOW: 25 PSF ROOF LOAD C. STRUCTURAI AND MISCFI I ANFOUS STEEL: 1. CONFORM VAN THE FOLLOWING ADDITIONAL CODES AND SPEOFICATIONS o. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, AEC, 1989 b. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. AISC, 1966 e. STRUCTURAL WELDING CODE — STEEL AWS D1.1 2. MATERIALS: a. SHAPES, PLATES, AND BARS: ASTLI A 36 TYPICAL b. PIPES: ASTLI A 53, TYPE E OR S. GRADE B e. TUBES ASTLI A 500, GRADE B 3. BOLTING a. BOLTS ASIM A 325 —N, USE 3/4' DIA UNLESS OTHERWISE NOTED. b. NUTS: ASTLI A 563, HEAVY HEX. c WASHERS: ASTU F 436. PLAIN HARDENED. d. USE MAXIMUM NUMBER OF BOLTS FOR THE DEPTH OF MEMBER AT DOUBLE ANGLE AND SHEAR TAB CONNECTIONS UNLESS OTHERWISE NOTED. 0 a. FULLY PRETENSION ALL BOLTS UNLESS NOTED OTHERIWSE. I. USE DRILLED HOLES FOR FELD BOLTING TO EXISTING STEEL 4. WELDING a. ALL WELDING SHALL BE PERFORMED BY 'WABO' CERTIFIED %SEDERS. b. WELDING ELECTRODES SHALL BE ETOXX, LOW HIIDROCEN, UNLESS NOTED OTHERWISE. e. FILLET WELDS SHALL BE INSPECTED BY VISUAL INSPECTION. d. ALL FULL PENETRATION WELDS SHALL BE INSPECTED BY ULTRASONIC MEANS. 5. SUBMIT DETAILED SHOP DRAWINGS TO THE OWNER FOR REVIEW. FABRICATE USING REVIEWED SHOP DRAWINGS. 6. COMPLETE JONT PENETRATION WELDS WILL REQUIRE SPECIAL INSPECTION. D. ANCHOR ROI TS:: 1. ADHESIVE ANCHORS: HAS THREADED ROO, SET IN HIT HY —ISO ADHESIVE AS MANUFACTURED BYIILTI. 2. EXPANSION ANCHORS KWAK —BOLT II BY HA.TL TYPE 316 STAINLESS STEEL 3. NUTS: ASTU A 563, GRADE A 4. WASHERS: a. FLAT WASHERS: ANSI 818.22.1, ASTLI A 36 MATERIAL b. PLATE OR CUT WASHERS: ASIA) A 36 TITLE REVISIONS . REVISIONS REV DATE BY APPTI DESCRIPTION REV DATE BY APP'D DESCRIPTION 0 125.9E RAIL ISSUED FOR CONSTRUCTION A 112.9E RAIL ISSUED FOR PERMIT REV DATE BY APP'D PRELIMINARY ISSUE L APP'D REVISIONS DESCRIPTION DAIS DRAM BY DWG CNk9 BY ENGINEER BY DIG CIRI'0 BY APPROVES JET RIIL Rik NJC I 03 12 12 12 YR 98 98 98 98 DRAWING NUMBER KENWORTH'TRUCK COMPANY MANUFACTURING ENGINEERING SUPPORT CXP( OF TUKWILA A P P RO V E 0 CI 3 0 1998 : • g ;j�.DiNG DtVIS10N '« RECEIVED CITY 'OF TUKWILA OCT 1 :21998 PERMIT CENTER BY 3.25,9E 3.12.9E DATE A REV RML RML BY ISSUED FOR CONSIRUCDON ISSUED FOR PERMIT PRELIMINARY ISSUE PROIECI 98 -1404 1404 -S1 ORAw1NC NO. J 100 LB HOIST (BY OTHERS), TYP 3 PLACES KBK 1 f CRANE GIRDER, TYP 3 PLACES EXIST LATERAL STRUTS, TYP L STRUT DAMAGE TO BE HAD PRIOR TO CONSTRUCTION --8 EXIST J1.6x6x3 /B BUILDING TRUSS KBK 11 CRANE RUNWAY KBK K CRANE RUNWAY TITLE REVISIONS REV $dtl DETAIL SCALE: 1/8' -1' -0' DATE BY `-EXIST JL6x6x3 /8 _LL. BUILDING TRUSS APP'0 1ST W12x40 COI. TYP 20' -0' (REF) DESCRIPTION REV DATE - i BY APP EXIST JL3x3x5 /16 BUILDING TRUSS REVISIONS DESCRIPTION 10.12.9E DATE 0 REV BY APP •SUSPENSION BRACKET ' AND THREADED ROD BY 'MANNESMANN / DEMATIC CORP' • SECTION SCALE: 3/4 -1 3' ISSUED FOR PERMIT•/ CONSTRUCTION PRELIMINARY ISSUE EXST. 8UIL011 WT5x1: x0' -6' KBK 0 CRANE RE - EXIST JL3x3x5 /16 BUILDING TRUSS APP'D REVISIONS DESCRIPTION 0 REV 10.12.9E DATE Rk BY APP'D SUSPENSION BRACKET AND THREADED ROD BY 'MANNESMANN DEMATIC CORP' SECTION SCALE: 3/4' -1' -0' ISSUED FOR PERMIT / CONSTRUCTION PRELIMINARY ISSUE EXIST J L BUILDING TRUSS WT5z15 x0' -6' LC KBK II CRANE RUNWAY V TYP Q • I 3/16 3/16 SECTION SCALE: 3/4' -1' -0` ONAL F‘ WT5 to EXIST J L BUILDING TRUSS SUSPENSION BRACKET AND THREADED ROO BY 'MANNESMANN DEMATIC CORP 1. NUTS FOR THESE CONNECTIONS S6 PLACES) TO BE TIGHTENED TO SNUG TIGHT' CONDITION PER AISC SPECS FOR A325 BOLTS, PARA 8(c). �i lliE9:5h5/ OCI /d• /z• V DRAWN ,BY DWO GI i4 BY ENGINEER BY RML NJC 10 10 12 09 98 ENG CKK'D BY RML 10 12 98 APPROyEO , n DALE /0./2 PROJECT 9 RECEIVED CITY OF TUKWI A ..: OCT 1 2 1998 PERMIT CENTER Harris , Group Inc, KENWORTH TRUCK COMPANY MANUFACTURING ENGINEERING SUPPORT CAB ASSEMBLY BRIDGE CRANE — AREA ..5 DRAINNG NUMBER 1404 —S7 REVQ ti rml.xlt PREVIOUSLY SUBMITTED PREVIOUSLY SUBMITTED PREVIOUSLY SUBMITTED PREVIOUSLY SUBMITTED PREVIOUSLY SUBMITTED PREVIOUSLY SUBMITTED PREVIOUSLY SUBMITTED THIS SUBMITTAL PERMIT NOT REQUIRED •• PERMIT NOT REQUIRED •• PREVIOUSLY SUBMITTED PREVIOUSLY SUBMITTED STAAD FOR EXISTING NOT SUBMITTED PREVIOUSLY SUBMITTED ** PREVIOUSLY SUBMITTED PREVIOUSLY SUBMITTED THIS SUBMITTAL KENWORTH TRUCK COMPANY 98 -1404 MANUFACTURING ENGINEERING SUPPORT Bridge Crane Modifications CIVIL I STRUCTURAL CALCULATIONS AREA 1. BRAKE ASSEMBLY BRIDGE CRANE RELOCATION 2. AXLE TACK BRIDGE CRANE REPLACEMENT & MOD. 3A. TORQUE TOOLING BRIDGE CRANE 3B. 3 TON AXLE HOIST BRIDGE CRANE 3C. CROSS MEMBER MONORAIL 4. 2 TON UPGRADE TO 3 TON 5. FIFTH WHEEL BRIDGE CRANE EXTENSION 6. CAB ASSEMBLY BRIDGE CRANE oc ,kw\ \- 7. JIB CRANE RELOCATION ( throughout built iPP)- R v D n 3 ° '69 8. MISCELLANEOUS ( throughout building ) APPENDIX - STAAD ANALYSES A. B. C. C. D. E. E. F. BRAKE ASSEMBLY 3 TON AXLE HOIST FIFTH WHEEL, existing FIFTH WHEEL, modified STUD WELDER 2 TON to 3 TON AXLE TACK MOD. CAB ASSEMBLY 7 pages 15 pages 17 pages 16 pages 13 pages 8 pages 11 pages 17 pages ** PERMITS NOT REQUIRED FOR FLOOR - MOUNTED EQUIPMENT WITHOUT FOUNDATIONS rj do ‘ L PAGES 1 -11 1 -9 1 -10 1 -3 1 -2 1 -17 1 - 11 (13 actual) 1 -4 1 -3 1 -2 IVED 8) vi� F TUKWILA OCT 1 21998 PERMIT CENTER L EPIAES: 5/15/ Op /0 ./ z ' 9er J D'18 'Des ir a 57 s -6e.-, of k'i / ti)/e 4#-ia ,e vc`,, a4Le 0 v1 a f »1 LE 5'CZ. of t / / s ✓�� h .e as','S, /n,' y/it /�, %reee. Lo /' // he i.c.se ho ✓ever .tea- /a -✓ortL • v✓el.-i t....5 v.. c/o/ ben ,r 15 f Zo'- o •■■ - E</ ST- ii Tie OS (TI) MEAA$ER ®: FCBK / ME4'1BE1Z_ ®: x8k 11 , f4 e ��t�e. 8E dbri 20 57A/6LE mate GtzDek.. (y) /W it v a STTy P 10 fEr . EX,ST. LAT S7R ors /ef/4/WAY ❑l I I i s �G N MENT . S'- /e Cr G -oeee A// te5x rne lbeis s/-ra l/ be c /erah r e d ecs, o % e / -a-, /1100 n ne ma. 7 e , ric , / 0ac bL,c'-' /a ), I, /l -L. , /I , //I Cra n e Cv� o.r /fir f- c/oe /� , FJr/c�Qe fG,e 5 UT DAMAC - ,E TD se FIXED Pleloe 7et coNsrmacT vA.J A-7e eXo of ka k. C• -ti.,e &.-'/er N•f / //r l a( 5,8rh), a%-(ems ��... 4,= /5' ,L4 /ca /L. — iJse '5 /eczt,on T,6 /e Foy ,tBK T,h o b /e G.iad( Lcac/ = 5o ky ; Le., e'4 = Lo a+ a K8/< TITLE: me //$TC,v/ai y B,e / DGE .:E576 -W C,/. Ce /L 4TICJNS - C tz�l•t/E KL Ty$TE7/ PROJECT: /41r6, . ENC. WEER. / N C, vn1 ,�E /1/AiiDk'Ti/ - 5547'l LC C is' i . L DATE i4r/98. DATE i o, /2.98 4 EX/37. et re:. Ta055 ( (r5. NOTE: Tab /e accou.,r -s >n,- So t L..04,0( -r hatse 4 e dc, PROJECT NO. / /O .L / REV. PAGE 1 OF, ENG.001.1.97 a. DE S IG^/ /YfciARIER_ Grade t! a✓,p ✓c/ Wears--)j- 4/0 -t —'ti use . Z 7 ill w-7, - ./6 • 5 . . ' ( / T ; / oar. = 2v .I m) Lca = 4c k0) it E.r.6.-u. /7vrjg a lGL Ir�P/ r #10Z • a c cot- LAI -uG/ /,— in t c ,�i /eS , v Se "t er v e r CiQr1Ce� tad / 0) / 3 - ,.,, 9 le kwa %sekg Load. .h.'s e.✓/ // he co., ✓e2 1'✓e- be cu-a.re . c 66ea / Load cJ / // bG /oreac/ aver- . a L�� e� / k1 a ✓a Le., ,& • L , >% la, l .•, - 05E' le3 K / I j L w = 7 c?••,-1 ( 26.6,', r✓I ), L,.✓ = 2 ' /o 3 eHEC',e. Cg4NE 1_04 D / 04/ EX / .30/[.D /4/G 7U.S.S Crar r La, •, ✓aj/ -'/ // 6e W c4eo/ & 3 ,bu /,'rye fr«, - Je 5• Two d tlelz / ' // 4e tio,r -t - r3 � tie cthe• s ✓/// (7 t' vs' s Z 771 . Check - the Lcac/wr ci . T , i, / /,'c% b-1 %,� . C/ LOac/ C,•I Jac y'r.�o /i •CJ/ �7 /�i , AT GAL _ (e. 707- .- r, r L � 1. Z5 + G. -1 o,F(G, 6z C.LI r 5 L •t Lczc/ n 41,7 •e t- ,, P/'leer6 G3 = beet ,/ G✓e) /r& a/ ic,'s� ".../ /e !L`c G-1 = Cr.*, e C- ,', 17ew/ = CoM ( .% 85 14 G - Deac / i .4 /t o7 ' & /le cl.»e -ds — Sp /0 16. 1 4 , = y L / 0 0 4 50 fi O, p (r5: -t / d ) , = /0 16 /U kv ) G = Tac k- Ale/ m. _ /e,1 K� /.•, x5 /0-1)(p.I Vh)(22o5rd /r2)(i - TI f:�,...sS S,,/ports e ney Z Lw 61,' i .c, ii Goa,c/ ov, SuS,t/eo . GAB = 1 9 / /(lv.l /i•IxL•eas 1 %d)(/•z3) _ /5Z /b, GAB Lc. of Ade. h Loa /s t. eve C-c _ .l (/3yy /• -t /5 4 b) _ (ooy 16. L- az&•e,.G. ( me/ 5 = /O% OT Ve-r e'7G44./ Loac/ a•t S c wl e_ Lo CG t t'C n . TITLE: CSR / Jr/r /eL / 5,2 /SEE C,e44 /C ✓De 5764/ / /c. S - K- sys76 PROJECT: • E/✓C- ,/•.JEEP We, 52'?Poe7 - gc/tht4,4Tt/ - ,SE<17rLE DATE / p 7 ye DATE /o /Z • j� /00 sa /D 5/0 IL. PROJECT NO. 9e - /voy REV. PAGE '2 OF ENG.001.1.97 5 Sloc✓S tfa.f e Me.►'bers 4'6 f4 Co.1neG &:e4s y t, e � t/e L cf/o � 5 / o SS / a A SC ASt7 re K- /i -e.,�� ��5. -177 e. /1-70 s sa -, e? /4-7 j21 L 'tip, 5'Le.-Joie-n es 5 reol-ci. -e - toe hfiS LJowe✓er tii"S /'s a.-, est/S -6 /v Go�a� 7 dead.' ✓w ac n th cse n'ie,- ?he, -- (/ �tie a- SadJ ect to Co n- i/or255" /O h . ,r �'�/ i. 'el) e e' SLe �t /U� at• re�yiei rt t,),71 J,o et- ec ti ez.d/ L�iy 7 Carry -Z.A Cra,i L c %T" /L7) /.uc: 7R.U5S Ck - PROJECT: �I��• Eva. /'t/EE -(AJ& SuPromr ke/Y /l/p — S64 7T" TITLE: C.43 ..45 = $LX 1 R-I DGE c D c /Gait/ CA c--C c/[.r477 m/ S B �G ' DATE /a // 1 e/V!L DATE ia•/Z PROJECT NO. Hag REV. PAGE 7 OF 'f ENG.001.1.97 c O Y Single- girder crane 50 kg Double - girder crane Single- girder crane 80 kg Double - girder crane CD I., I I,,, I. I ,,, 1. I K, I. Cr) 100 I II•L II 100 I II -L II 100 I 11 -1. II 100 I II•L II 1 085 •0.85 3.4 5.5 8 8 - - • 0.85.0.85 3.0') 5.0 8 8 - p 2 1.7 • 1.85 3.3 5.4 8 8 - • 1.75. 1.85 2.9') 5.0 8 8 - r • 3 2.5.2.85 3.2 5.0 8 8 2.0.2.85 2.9 5.0 7 8 2.6.2.85 2.8') 5.0 8 8 2.0.2.85 2.55 4.7 7 8 Y m 4 3.3.3.7 3.1 5.0 8 8 2.6.3.85 2.8 5.0 7 8 - 2.7.3.85 2.45 4.5 7 8 Y 5 - - - • 3.2.4.85 2.7 5.0 7 8 - • 3.4.4.4 2.4 4.2 7 8 1 0.8.0.85 3.3 5.4 8 8 - • 0.85.0.85 2.9') 5.0 8 8 - 2 1.65.1.85 3.2 5.3 8 8 - - - • 1.7.1.85 2.8') 5.0 8 8 - . 3 2.5.2.85 3.1 5.0 8 8 1.8.2.85 2.6 4.8 7 8 2.5 -2.85 2.7') 5.0 8 8 1.9.2.85 2.3 4.2 7 8 - 4 3.0.3.85 3.0 5.0 8 8 2.3.3.85 2.5 4.6 7 8 3.2 -3.85 2.6') 5.0 8 8 2.5.3.85 2.2 4.0 7 8 Y 5 3.6.4.85 2.9 5.0 8 8 3.0.4.85 2.4 4.4 7 8 3.9.4.85 2.5') 4.8 8 8 3.1.4.85 2.1 3.9 7 8 'p 4,2.5.41 2.7') 4.5 8 8 4.5.5.2 2.3 4.2 7 8 4.55.4.65 2.4') 4.0 8 8 4.5 -5.2 2.0 3.8 7 8 7 - - • 5.6.6.2 2.2 4.0 7 8 • 52-62 1.9 3.6 7 8 8 5.0.5.1 2.1 3.9 7 8 - 5.0 1.8 3.5 7 8 9 - - • 6.0.6.2 • 3.8 7 8 - 6.0 •6.2 - 3.4 7 8 1 0.75 • 0.75 3.0 5.0 8 8 - - 0.75 • 0.75 2.8'1 4.9 7 8 - - 2 1.4 • 1.75 2.9 5.0 8 8 • - - • 1.5 - 1.75 2.6 ') 4.7 7 8 - . 3 1.95 .2.75 2.7 5.0 8 8 1.6.2.75 - 3.2 7.0 8 2.15 .2.75 2.5') 4.5 7 8 1.7 - 2.75 • 3.0 6.6 8 J 4 2.4 • 3.75 2.5 4.7 7 8 2.0. 3.75 - 3.0 6.6 8 2.7 •3.75 2.31 4.2 7 8 2.2.3.75 - 2.8 6.3 8 4 5 3.0.4.75. 2.4 4.5 7 8 3.0.4.75 • 2.9 6.5 8 3.15.4.75 2.2') 4.0 7 8, 3.1.4.75 • 2.7 6.1 8 Y 6 m 7 3.5. 5.75 4.0.8.75 2.2 4.3 7 2.1 4.1 7 8 8 3.5.5.75 4.0.6.75 • 2.8 6.3 - 2.7 6.1 8 8 3.6.5.75 4.0.6.75 2.1 ') 3.8 7 1.9') 3.5 7 8 8 3.5.5.75 4,0.6.75 • 2.8 5.9 • 2.5 5.7 8 8 8 5.0.7.5 1.8') 3.5') 7 B 6.6.7.5 - 2.6 6.0 8 5.1 •6.4 1.5') 3.0') 6.5 8 6.6.7.5 • 2.4 5.6 8 9 - - • 7.8.8.75 • 2.6 6.0 8 • 7.8 -8.75 • 2.3 5.4 7.8 10 - - • 7.0 - 7.6 • 2.5 5.8 8 - 7.0. 7.6 • 2.2 5.2 7.8 1 0.7.0.75 • 5.0 7 8 - - • - • 0.75.0.75 • 5.0 7 8 2 1.4.1.75 • 5.0 7 8 - • 1.45.1.75 • 4.7 7 8 - 3 1,8 -2.75 - 5.0 7 8 1.5.2.75 - 3.3 6.5 8 2.0.2.75 • 4.5 7 8 1.5.2.75 - 3.0 8,0 8 4 2.2.3.75 4.8 7 8 2.0.3.75 • 3.1 6.2 8 2.5.3.75 - 4.2 7 8 2.0.3.75 • 2.7 5.8 8 t - 5 3.0.4.75 • 4.5 7 8 3.0 - 4.75 • 2.8 6.2 8 • 3.0.4.75 • 3.8 7 8 3.0. 4.75 • 2.6 5.7 8 C Y 6 3.5.5.75 • 4.2 7 8 3.5 -5.75 - 2.6 5.9 8 3.5.5.75 • 3.6 7 8 3.5.5.75 • 2.4 5.5 8 P- Y 7 4.0.6.75 • 4.0 7 8 4.0.6.75 • 2.5 5.7 8 4.0.6.75 - 3.5 7 8 4.0.6.75 • 2.3 5.4 7.7 ►- 8 5.0. 7.75 • 3.4 '1 7 8 6.6.7.5 • 2.2 5.7 7.7 5.0.7.75 • 3.0') 6.5 8 6.6.7.5 • 2.1 5.4 7.3 a) 9 c - - - 7.8.8.75 - 2.1 5.6 7.3 - - • 7.8.8.75 • 2.0 5.3 7.0 •p) 10 - - • 7.0.7.8 2.0 5.4 7.0 - • - 7.0-7.6 • 1.9 5.0 6.7 N 11 - - 8.0 -8.8 • 1.9 5.2 8.7 - 8.0.8.8 • 1.8 4.9 6.4 c 12 - - 9.0. 10.0 • - 4.7 8.4 - 9 4.5 6.0 2 c.) 200 kg 250 kg C Single- girder crane Double - girder crane Single- girder crane Double- girder crane O 1, I. I K, I. I I. I I. U 0) I 11 -L 11 1 11.4. II I II•L II I II -L II Cl) 1 0.85.0.85 2.7 6.5 8 • - 0.85.0.85 2.5 6.1 81 • 2 1.8. 1.85 2.6 6.4 8 - • 1.8 • 1.85 2.4 6.0 8 - - • D 3 2.7 .2.85 2.6 6.2 8 2.1 .2.85 2.8 6.3 8 2.7 .2.75 2.4 5.9 8 i 2.1 .2.85 2.5 5.7 7.9 C) Y 4 - - - 2.85.3.85 2.8 6.3 8 - I 2a-325 2.4 5.8 7.7 0) 5 3.6.4.85 2.6 5.8 8 • . • 3,7.4.65 2.3 5.5 7.6 C 6 • - • - 4.5.5.2 2.6 5.8 8 • i 4.5-5.0 2.1 5,3 7.3 0 7 - - - 5.65.5.7 2.8 5.8 8 • - - 1 0.75 • 0.75 2.7') 6.1 8 - - - 2 1.7.1.75 2.6') 6.1 8 - • 1.7.1.75 2.3') 5.8 8� - - - 3 2.6.2.75 2.5') 5.9 8 1.9.2.75 2.1 4.9 7.2 2.6.2.75 2.3') 5.8 8I 2.0.2.75 2.0 4.7 6.9 J 4 3.3 •3.75 2.5') 5.8 8 2.6.3.75 2.0 4.6 8.8 3.4 •3.75 2.3') 5.5 8 2.7 •3.75 1.9 4.5 6,7 5 �y 6 4.1 •4. 4.8.5.75 75 2'.7 ,_ _2.. 55.6 6 8 3.4.. 33.8.5.75 75 46 .3 2 10 .9 4 66:83 4B•5:75 ,,. 2.2') 5.35 2.1') 5.2 I 7.8 3.4 • 4.75 3.9.5.75 1.85 4,3 1.8 4.2 6.4 6.2 Y 7 5.4 • 615 2.3') 5.5 8 4.3. 6.75 1.9 4.3 8.3 5.4 • 6.1 2.0 ') 5.0 7.8 4.5.6.75 1.75 4.0 8.0 8 - • 6.6.7.5 1.9 4.3 6.3 - • 6.6.7.5 1.7 3.9 5.8 9 • 7.8.8.3 1.9 4.3 6.3 • 7.8. 8.0 1.7 3.9 5.8 10 • 7.0.7.6 1.9 4.3 6.3 • 7.2 • 7.6 1.7 3.9 5.8 2 1.7. 1.75 2.8') 5.9 8 1.7- 1.75 2.4') 5.8 8 3 2.5.2.75 2.7') 5.6 8 1.8.2.75 ' 2.0 4.5 6.7 2,5.2,75 2.4') 5.6 8 1.85.2.75 2.0 4.4 6.5 4 3.2.3.75 2.6') 5.4 8 2.4.3.75 1,9 4.4 6.5 3.2.3.75 2.3') 5.4 8 2.5.3.75 1.9 4.2 6,2 5 3.9. 4.75 2.5') 5.3 8 3.0. 4.75 1.8 4.2 6.2 3.9.4.75 2.2 ') 5.2 8 3.1 •4,75 1.8 1 4.0 5.9 6 Y 4.5 .5.75 2.4') 5.2 8 3. 5.75 .5 1.8 4.0 5.8 4.5. 5.75 2.0') 5.0 7.8 3,65 • 5.75 1.7 1 3.9 5.7 m 7 5.0. 6.75 2.3') 5.0 7.5 4.0. 6.75 1.8 3.9 5,7 5.1 •6,75 2.0') 4.9 7.5 4,1 • 6.75 1.7 1 3.7 5.5 Y 8 5,7 • 7.75 2.0'1 4.7 7.0 6.6.7.5 1.8 3.9 5.7 6.0. 7,45 1.6') 4.0 6,0 6.6.7.5 1.7 1 3,7 5.3 9 - • 7.8.8.75 1.8 3.9 5.7 - • 7.8.8.75 1.6 1 3.7 5.2 10 7.0.7.6 1.81 3.8 5.6 7.0.7,8 1,5 3.6 5.0 11 8.0.8.8 1.6 1 3.8 5.6 8,0.8.8 1.5 1 3.5 5.0 12 9.0.10.0 • 3,7 5.5 • • 9.0.10.0 • 3.5 5.0 CEAVE G IEDE C24•E I- /A , Selection table for KBK single and double - girder cranes I data apply to one crane on the runwa( Crane girder overhangs are always the same on both sides of the crane. I = Crar .,,,;der length I = Span I = Spacing between track supports Suspension loads on application All dimensions in m 14 STAAD /Pro STAAD -III Revision 2.0 Proprietary Program of RESEARCH ENGINEERS, Inc. Date= OCT 7, 1998 Time= 18:45:59 USER ID: Authorized User 1. STAAD PLANE TRUSS ANALYSIS - CAB. ASSEMBLY BRIDGE CRANE 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 CAB ASSEMBLY BRIDGE CRANE 9. JOB COMMENT ANALIZE TRUSS W/ INCREASED CRANE LOAD 10. ENGINEER NAME NJC 11. ENGINEER DATE 10/7/98 12. END JOB INFORMATION 13. * 14. * 15. INPUT WIDTH 79 16. SET NL 5 17. UNIT FEET KIP 18. JOINT COORDINATES 19. 1 0.000 0.000 20. 2 6.000 0.000 21. 3 18.000 0.000 22. 4 30.000 0.000 23. 5 42.000 0.000 24. 6 54.000 0.000 25. 7 60.000 0.000 26. 8 0.000 4.375 27. 9 6.000 5.175 28. 10 12.000 5.975 29. 11 18.000 6.775 30. 12 24.000 7.575 31. 13 30.000 8.375 32. 14 36.000 7.575 33. 15 42.000 6.775 34. 16 48.000 5.975 35. 17 54.000 5.175 36. 18 60.000 4.375 37. 19 12.000 2.587 38. 20 24.000 4.188 39. 21 36.000 4.188 40. 22 48.000 2.587 41. 23 -6.000 1.455 4 PAGE NO. 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 0.000 0.000 0.000 0.000 TRUSS ANALYSIS - CAB ASSEMBLY BRIDGE CRANE -- PAGE NO. 42. 24 - 12.000 2.909 0.000 43. 25 - 18.000 4.364 0.000 44. 26 - 22.000 5.330 0.000 45. 27 -6.000 4.908 0.000 46. 28 - 12.000 5.441 0.000 47. 29 - 18.000 5.975 0.000 48. 30 - 22.000 6.330 0.000 49. 31 0.000 - 14.000 0.000 50. 32 60.000 -14.000 0.000 51. 33 18.000 17.119 0.000 52. 34 24.000 17.919 0.000 53. 35 30.000 18.719 0.000 54. 36 36.000 17.919 0.000 55. 37 42.000 17.119 0.000 56. 38 24.000 12.747 0.000 57. 39 36.000 12.747 0.000 58. 40 66.000 0.000. 0.000 59. 41 78.000 0.000 0.000 60. 42 90.000 0.000 0.000 61. 43 102.000 0.000 0.000 62. 44 114.000 0.000 0.000 63. 45 120.000 0.000 0.000 64. 46 66.000 5.175 0.000 65. 47 72.000 5.975 0.000 66. 48 78.000 6.775 0.000 67. 49 84.000 7.575 0.000 68. 50 90.000 8.375 0.000 69. 51 96.000 7.575 0.000 70. 52 102.000 6.775 0.000 71. 53 108.000 5.975 0.000 72. 54 114.000 5.175 0.000 73. 55 120.000 4.375 0.000 74.. 56 72.000 2.587 0.000 75. 57 84.000 4.188 0.000 76. 58 96.000 4.188 0.000 77. 59 108.000 2.587 0.000 78. 60 120.000 14.000 0.000 79. 61 78.000 17.119 0.000 80. 62 84.000 17.919 0.000 81. 63 90.000 18.719 0.000 82. 64 96.000 17.919 0.000 83. 65 102.000 17.119 0.000 84. 66 84.000 ' 12.747 0.000 85. 67 96.000 12.747 0.000 86. MEMBER INCIDENCES 87. 1 1 2 88. 2 2 3 89. 3 3 4 90. 4 4 5 91. 5 5 6 92. 6 6 7 93. 7 8 9 94. 8 9 10 95. 9 10 11 96. 10 11 12 97. 11 12 13 C ; TRUSS ANALYSIS CAB ASSEMBLY BRIDGE CRANE 98. 12 13 14 99. 13 14 15 100. 14 15 16 101. 15 16 17 102. 16 17 18 103. 17 1 8 104. 18 2 9 105. 19 3 11 106. 20 4 13 107. 21 15 5 108. 22 17 6 109. 23 7 18 110. 24 19 10 111. 25 20 12 112. 26 21 14 113. 27 22 16 114. 28 8 2 115. 29 9 19 116. 30 19 3 117. 31 19 11 118. 32 11 20 119. 33 3 20 120. 34 20 13 121. 35 13 21 122. 36 21 5 123. 37 21 15 124. 38 15 22 125. 39 5 22 126. 40 22. 17 127. 41 6 18 128. 42 1 23 129. 43 23 24 130. 44 24 25 131. 45 25 26 132. 46 8 27 133. 47 27 28. 134. 48 28 29 135. 49 29 30 136. 50 23 27 137. 51 24 28 138. 52 25 29 139. 53 26 30 140. 54 23 8 141. 55 24 27 142. 56 25 28 143. 57 26 29 144. 58 31 1 145. 59 32 7 146. 60 11 33 147. .61 38 34 148. 62 39 36 149. 63 15 37 150. 64 33 34 151. 65 34 35 152. 66 35 36 153. 67 36 37 -- PAGE NO. 3 TRUSS ANALYSIS CAB ASSEMBLY BRIDGE CRANE 154. 68 33 38 155. 69 11 38 156. 70 38 35 157. 71 35 39 158. 72 39 15 159. 73 39 37 160. 74 38 39 161. 75 7 40 162. 76 40 41 163. 77 41 42 164. 78 42 43 165. 79 43 44 166. 80 44 45. 167. 81 18 46 168. 82 46 47 169. 83 47 48 170. 84 48 49 171. 85 49 50 172. 86 50 51 173. 87 51 52 174. 88 52, 53 175. 89 53 54 176. 90 54 55 177. 91. 40 46 178. 92 41 48 179. 93 42 50 180. 94 52 43 181. 95 54 44 182. 96 45 55 183. 97 56 47 184. 98 57 49 185. 99 58 51 186. 100 59 53 187. 101 18 40 188. 102 46 56 189. 103 56 41 190. 104 56 48 191. 105 48 57 192. 106 41 57 193. 107 57 50 194. 108 50 58 195. 109 58 43 196. 110 58 52 ' 197. 111 52 59 198. 112 43 59 199. 113 59 54 200. 114 44 55 201. 115 60 45 202. 116 48 61 203. 117 66 62 204. 118 67 64 205. 119 52 65 206. 120 61 62 207. 121 62 63 208. 122 63 64 209. 123 64 65 -- PAGE NO. TRUSS ANALYSIS CAB ASSEMBLY BRIDGE CRANE * 210. 124 61 66 211. 125 48 66 212. 126 66 63 213. 127 63 67 214. 128' 67 52 215. 129 67 65 216. 130 66 67 217. 218. 219. MEMBER PROPERTY AMERICAN 220. 1 TO 6 28 TABLE LD L40405 SP 0.0417 221. 7 TO 11 TABLE SD L35254 SP 0.0417 222. 12 TO 16 TABLE SD L40305 SP 0.0417 223. 18 22 41 69 TO 72 125 TO 128 TABLE LD L30254 SP 0.0417 224. 19 21 35.36 39 40 53 54 64 TO 67 91 92 94 95 120 TO 122 - 225. 123 TABLE LD L25204 SP 0.0417 226. 20 24 TO 2731 32 3738 51 52 57.68 73 74 93 97 TO 100 104 TO 111 124.129. 227. 130 TABLE ST L25204 228. 29 30 TABLE LD L40305 SP 0.0417 229. 33 34 TABLE SD L30254 SP 0.0417 230. 42 TO 45 TABLE SD L50356 SP 0.0417 231. 46 TO 49 TABLE LD L35255 SP 0.0417 232. 50 56 61 62 117 118 TABLE ST L30254 233. 55 TABLE ST L35254 234. 17 23 58.59 96 - 235. 115 PRIS AX 0.0665972 IX 0.00543982 IY 0.00164931 YD 0.666667 ZD 0.6615 236. 60 63 116 119 TABLE LD L35254 SP 0.003475 237. 75 TO 80 TABLE LD L30305 SP 0.00260833 238.81 TO 90 TABLE SD L50305 SP 0.00260833 239. 101 114 TABLE LD L30304 SP 0.00260833 240. 102 103 112 113 TABLE LD L25254 SP 0.03125 241. 242. 243. UNIT INCHES KIP 244. CONSTANTS 245. E 29000 MEMB 102103 112 113 246. E 29000 MEMB 1 TO 130 247. POISSON 0.3 MEMB 1 TO 130 248. DENSITY 0.000283 MEMB 1 TO 130 249. ALPHA 6.5E -006 MEMB 1 TO 130 250. * 251. *ADJUST THE ORIENTATION OF ANGLE MEMBERS TO MATCH THE STRUCTURE 252. BETA 180 MEMB 1 TO 6 21 22 29 30 33 TO 36 39 40 42 TO 45 63 75 TO 80 94 95 - 253. 102 103 106 TO 109 112 113 119 254. BETA ANGLE MEMB 20 255. BETA 32.05 MEMB 24 TO 27 31 32 37 38 51 52 57 68 73 74 97 TO 100 104 105 110 256. 111 124 129 130 257. BETA 34.37 MEMB 50 56 61 62 117 118 258. BETA 26.84 MEMB 55 259. BETA 45.7702 MEMB 93 260. POISSON 0.3 MEMB 102 103 112 113 261. DENSITY 0.000283 MEMB 102 103 112 113 262. ALPHA 6.5E -006 MEMB 102 103 112 113 263. * 264. 265. SUPPORTS -- PAGE NO. 5 c TRUSS ANALYSIS - CAB ASSEMBLY BRIDGE CRANE * 266. 31 32 60 PINNED 267. 1 3 5 7 TO 9 11 13 15 17 18 24 27 TO 30 33 35 37 41 43 45 46 48 50 52 54 55 - 268. 61 63 65 FIXED BUT FX FY MX MY MZ 269. * 270. MEMBER RELEASE 271. 1 7 12 29 33 35 39 42 46 64 66 69 71 75 81 86 102 106 108 112 120 122 125 272. 127 START MX MY MZ 273. 6 11 16 30 34 36 40 65 67 70 72 80 85 90 103 107 109113 121 123 126 - 274. 128 END MX MY MZ 275. * 276. MEMBER TRUSS 277. 18 TO 22 24 TO 28 31 32 37 38 41 50 TO 57 60 TO 63 68 73 91 TO 95 97 TO 101 - 278. 104 105 110 111 114 116 TO 119 124 129 130. 279. * 280. MEMBER TENSION 281. 20 38 74 104 108 109 111 124 129 130 282. * 283. * 284. UNIT FEET KIP 285. LOAD 1 DEAD LOAD - 5 PSF LOAD TO ACCOUNT FOR STEEL, LIGHTS, PIPING: •286. SELFWEIGHT Y -1 287. JOINT LOAD 288. 9 10 16 17 27 28 34 TO 36 46 47 53 54 62 TO 64 FY -0.6 289. 11 15 48 52 FY -0.3 290. 29 30 FY -0.5 291. 33 37 61 65 FY -0.43 292. *. 293. PERFORM ANALYSIS P R O B L E M S T A T I S T I C S NUMBER OF JOINTS /MEMBER +ELEMENTS /SUPPORTS = 67/ 130/ 34 ORIGINAL /FINAL BAND -WIDTH = 33/ 9 TOTAL PRIMARY LOAD CASES = 1, TOTAL DEGREES OF FREEDOM = 195 SIZE OF STIFFNESS MATRIX = 5850 DOUBLE PREC. WORDS REQRD /AVAIL. DISK SPACE = 12.21/ 1110.1 MB, EXMEM = 1112.4 MB ++ 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. 18:46: 0 18:46: 0 18:46: 0 18:46: 0 18:46: 1 18:46: 1 18:46: 1 18:46: 1 18:46: 1 294. CHANGE 295. MEMBER TENSION 296. 20 38 74 104 108 109 111 124 129 130 297. * 298. LOAD 2 ROOF LIVE LOAD - 25 PSF 299. JOINT LOAD 300. 9 10 16 17 27 28 34 TO 36 46 47 53 54 62 TO 64 FY -3 -- PAGE NO. 6 TRUSS ANALYSIS - CAB ASSEMBLY BRIDGE CRANE -- PAGE NO. 7 * 301. 11 15 48 52 FY -1.5 302. 29 FY -2.5 303. 30 FY -2 304. 33 37 61 65 FY -2.15 305. * 306. 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. 18:46: 1 18:46: 2 18:46: 2 18:46: 2 18:46: 2 18:46: 2 18:46: 2 18:46: 2 18:46: 3 307. CHANGE 308. MEMBER TENSION 309. 20 38 74 104 108 109 111 124 129 130 310. * 311. UNIT INCHES KIP 312. LOAD 3 CRANE LOAD 1 - TRUSS SUPPORTS ALL LOADS AT NORTH SUPPORT 313. *NOTE THAT CRANE LOAD IS NOT CONSIDERED CONCURRENTLY WITH ROOF LIVE LOAD 314. *SEE HAND CALCULATIONS FOR LOAD CALCULATIONS 315. MEMBER LOAD 316. 75 CON GY -1.056 48 317. 75 CON GZ 0.106 48 318. 77 CON GY -0.152 12 319. * 320. PERFORM ANALYSIS ++ Processing Element Stiffness Matrix. 18:46: 3 ++ Processing Global Stiffness Matrix. 18:46: 3 ++ Processing Triangular Factorization. 18:46: 3 ++ Calculating Joint Displacements. 18:46: 3 ++ Processing Element Stiffness Matrix. 18:46: 3 ++ Processing Global Stiffness Matrix. 18:46: 4 ++ Processing Triangular Factorization. 18:46: 4 ++ Calculating Joint Displacements. 18:46: 4 ++ Calculating Member Forces. 18:46: 4 321. CHANGE 322. MEMBER TENSION 323. 20 38 74 104 108 109 111 124 129 130 324. * 325. LOAD 4 CRANE LOAD 2 - TRUSS SUPPORTS ALL LOADS AT SOUTH SUPPORT 326. *NOTE THAT CRANE LOAD IS NOT CONSIDERED CONCURRENTLY WITH ROOF LIVE LOAD 327. *SEE HAND CALCULATIONS FOR LOAD CALCULATIONS 328. MEMBER LOAD 329. 75 CON GY -0.152 48 330. 77 CON GY -1.056 12 331. 77 CON GZ 0.106 12 332. * 333. PERFORM ANALYSIS ++ Processing Element Stiffness Matrix. 18:46: 4 ++ Processing Global Stiffness Matrix. 18:46: 4 TRUSS ANALYSIS - CAB ASSEMBLY BRIDGE CRANE -- PAGE NO. * ++ Processing Triangular Factorization. 18:46: 5 ++ Calculating Joint Displacements. 18:46: 5 ++ Processing Element Stiffness Matrix. 18:46: 5 ++ Processing Global Stiffness Matrix. 18:46: 5 ++ Processing Triangular Factorization. 18:46: 5 ++ Calculating Joint Displacements. 18:46: 5 ++ Calculating Member Forces. 18:46: 5 334. CHANGE 335. MEMBER TENSION 336. 20 38 74 104 108 109 111 124.129 130 337. 338. LOAD 5 CRANE LOAD 3 - TRUSS SUPPORTS LOADS EQUALLY AT TWO SUPPORTS 339. *NOTE THAT CRANE LOAD IS NOT CONSIDERED CONCURRENTLY WITH ROOF LIVE LOAD 340. *SEE HAND CALCULATIONS FOR LOAD CALCULATIONS 341. MEMBER. LOAD 342. 75 CON GY -0.604 48 343. 75 CON GZ 0.06 48 344. 77 CON GY -0.604 12 345. 77 CON GZ 0.06 12 346. * 347. 348. LOAD COMB 101 DL + ROOF LL 349. 1 1 .2 1 350. * 351. LOAD COMB 102 DL + CRANE LL 1 352. 1 1 3 1 353. * 354. LOAD COMB 103 DL + CRANE LL 2 355. 1 1.4 1 356. * 357. LOAD COMB 104 DL + CRANE LL3 358. 1 1 5 1 359. * 360. 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. 361. CHANGE 362. * 363. * 364. DRAW MEMB 18:46: 5 18:46: 6 18:46:6 18:46: 6 18:46: 6 18:46: 6 18:46: 6 18:46: 6 18:46: 7 TRUSS ANALYSIS-- CAB ASSEMBLY BRIDGE S TAAD -III REV: 2.0 STRUCTURE DATA: TYPE = PLANE NJ = 67 NM = 130 NE _ 0 NS = 34 NL = 9 UNIT INCH KIP XMAX= 1704.0 YMAX= 392.6 ZMAX= 0.0 ATE:OCT 7,1998 fiIME: 18:46: 8 TRUSS ANALYSIS - CAB ASSEMBLY BRIDGE CRANE 365. 366. * 367. SECTION 0 0.667 1 MEMB 75 368. SECTION 0 0.083 1 MEMB 77 369. PRINT MEMBER SECTION FORCES -- PAGE NO. 10 0.06 0.00 0.00 0.10 0.06 0.43 0.00 0.76 0.00 0.43 0.10 0.00 0.00. 0.17 0.10; 4.19 1.01 1.47 5.75 3.61 TRUSS ANALYSIS - CAB ASSEMBLY BRIDGE CRANE * MEMBER FORCES AT INTERMEDIATE SECTIONS ALL UNITS ARE -- KIP INCH MEMB LOAD SEC SHEAR -Y SHEAR -Z MOM -Y 75 5 0.67 0.43 -0.05 101 0.67 0.05 0.00 102 0.67 0.81 -0.09 103 0.67 0.12 0.00 104 0.67 0.46 -0.05 77 5 0.08 -0.57 101 0.08 -0.04 102 0.08 -0.19 103 0.08 -1.06 104. 0.08 -0.63 * * * * * * * * * * * * ** END OF LATEST ANALYSIS. RESULT 370. 371. 372. PARAMETER 373. CODE AISC 374. FYLD 32 MEMB 1 TO 130 375. WSTR 12.8 MEMB 1 TO 130 376. BEAM 1 MEMB 1 TO 130 ' 377. CHECK CODE MEMB 1 TO 130. • TRUSS ANALYSIS - CAB ASSEMBLY BRIDGE CRANE -- PAGE NO. 12 * 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 0.680 101 43.08 C 0.00 -5.51 72.00 2 LD L40 405 PASS AISC- H1 -1 0.390 101 13.31 C 0.00 -5.51 0.00 3 LD L40 405 PASS AISC- H2 -1 0.244 101 14.50 T 0.00 -4.33 144.00 4 .LD L40 405 PASS AISC- H2 -1 0.244 101 14.50 T 0.00 -4.33 0.00 5 LD L40 405 PASS AISC- H1 -3 0.144 101 2.24 C 0.00 -4.91 144.00 6 LD L40 405 PASS AISC- H1 -1 0.444 101 26.70 C 0.00 -4.91 0.00 7 SD L35 254 PASS AISC- H2 -1 0.386 101 13.16 T 0.00 2.33 72.64 8 SD L35 254 PASS AISC- H1 -1 0.729 101 18.01 C 0.00 2.33 0.00 9 SD L35 254 PASS AISC- H1 -1 0.692 101 18.00 C 0.00 -1.94 0.00 10 SD L35 254 PASS AISC- Hi -1 0.380 101 11.20 C 0.00. 0.83 0.00 11 SD L35 254 PASS AISC- H1 -1 0.364 101 11.20 C 0.00 -0.60 36.32 12 SD L40 305 PASS AISC- H1 -1 0.311 101 15.42 C 0.00 -1.28 48.42 13 SD L40 305 PASS AISC- H1 -1 0.308 101 15.44 C 0.00 1.19 72.64 14 SD L40 305 PASS AISC- H1 -1 0.564 101 22.26 C 0.00 -4.60 72.64 15 SD L40 305 PASS AISC- H1 -1 0.564 101 22.27 C 0.00 -4.60 0.00 16 SD L40 305 PASS AISC- H2 -1 0.187 101 2.00 T 0.00 4.58 0.00 17 PRI SMAT PASS AISC- H1 -3 0.165 101 23.58 C 0.00 45.50 0.00 18 LD L30 254 PASS AISC- H1 -1 0.531 101 21.37 C 0.00 0.00 0.00 19 LD L25 204 PASS AISC- H1 -1 0.467 101 11.69 C 0.00 0.00 0.00 * 20 ST L25 204 FAIL L /R- EXCEEDS 1.185 21 LD L25 204 PASS AISC- H1 -1 0.470. 101 11.78 C 0.00 0.00 81.30 22 LD L30 254 PASS AISC- H1 -1 0.436 101 17.53 C 0.00 0.00 62.10 C? TRUSS ANALYSIS - CAB ASSEMBLY BRIDGE CRANE -- PAGE NO. 13 * ALL UNITS ARE - RIP INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE ______ RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ___________________ ____ __ ___ 23 PRI SMAT PASS AISC- H1 -1 0.277 101 38.25 C 0.00 105.37 0.00. 24 ST L25 204 PASS AISC- H1 -1 0.269 101 3.57 C 0.00 0.00 0.00.. 25 ST L25 204 PASS AISC- H1 -3 0.005 102 0.07 C 0.00 0.00 0.00 26 ST L25 204 PASS AISC- H1 -3 0.007 103 0.10 C 0.00 0.00 0.00 27 ST L25 204 PASS AISC- Hi -1 0.263 101 3.49 C 0.00. 0.00. 0.00 28 LD L40 405 PASS TENSION 0.399 101 36.87 T 0.00 0.00 0.00 29 LD L40 305 PASS AISC- H2 -1 0.550 101 33.65 T 0.00 6.21 78.41. 30 LD L40 305. PASS AISC- H2 -1. 0.507 101 30.24 T 0.00 6.21 0.00 31 ST L25 204 PASS .TENSION 0.186 101. 3.79 T 0.00 0.00 87.80 32 ST L25 204 PASS TENSION 0.008 102 0.16 T 0.00 0.00 0.00 33 SD L30 254 PASS AISC- H1 -3 0.038. 101 0.05 C 0.00 0.55 43.90 34 SD L30 254 PASS AISC- H2 -1 0.038 101 0.09 T 0.00 0.55 43.90' 35 LD L25 204 PASS AISC- H2 -1 0.165 101 5.24 T 0.00 0.53 43.90. 36 LD L25 204 PASS AISC- H2 -1 0.161 101 5.11 T 0.00 0.53 43.90 37 ST L25 204 PASS TENSION 0.008 103. 0.17 T 0.00 0.00 78.41 * 38 ST L25 204 FAIL L /R- EXCEEDS 1.035 39 LD L25 204 PASS AISC- H2 -1 0.635 101. 22.77 T 0.00 1.13 65.34 40 LD L25 204 PASS AISC- H2 -1 0.718 101 26.17 T 0.00 1.13 13.07 41 LD L30 254 PASS TENSION .0.601 101 30.29 T 0.00 0.00 89.11 42 SD L50 356 PASS AISC- H1 -1 0.582 101 43.12 C 0.00 -4.19 74.09 43 SD L50 356 PASS AISC- H1 -1 0.432 101 30.45 C 0.00 -4.19 0.00 44 SD L50 356 PASS AISC- H1 -1 0.251 101 18.17 C 0.00 -2.40 0.00 45 SD L50 356 PASS AISC- H1 -3 0.093 101. 6.71 C 0.00 1.23 12.34 46 LD L35 255 PASS AISC- H2 -1 0.503 101 29.69 T 0.00 2.46 72.28 TRUSS ANALYSIS - CAB ASSEMBLY BRIDGE CRANE ALL UNITS ARE - KIP INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION == = = = = == _ ______ _ __ __ _ = = = = = == _ -- PAGE NO. 14 47 LD L35 255 PASS AISC- H2 -1 0.328 101 17.70 T 0.00 2.46 0.00 48 LD L35 255 PASS AISC- H2 -1 0.141 101 , 6.54 T 0.00 1.61 0.00 49 LD L35 255 PASS AISC- H1 -3 0.027 101 0.00 C , 0.00 -0.97 4.02 50 ST L30 254 PASS AISC- H1 -1 0.476 101 8.79 C 0.00 0.00 0.00. 51 ST L25 204 PASS AISC- H1 -1 .0.429. 101. 6.70 C 0.00 0.00 0.00 52 ST L25 204 PASS AISC -.H1 -1 0.266 101 4.65 C 0.00 0.00 0.00 53 LD L25 204 PASS AISC H1 -3 0.065.. 101 2.55 C 0.00 0.00 0.00 54 LD L25 204 PASS TENSION 0.337 101 13.76 T '0.00 0:00 80.07 55 ST L35 254 PASS TENSION 0.456 101 12.59 T 0.00 0.00. 75.89 56 ST L30 254 PASS TENSION 0.448 101 11.29 T 0.00 0.00 73.15. 57 ST L25 204 PASS TENSION 0.324 101 6.60 T 0.00 0.00 48.62 58 PRI SMAT PASS AISC- H1 -i 0.291 101 34.19 C 0.00 41.71 154.00 59' PRI SMAT PASS AISC- H1 -1 0.357 101 38.23 C 0.00 105.37 168.00 60 LD 'L35 254 PASS AISC- Hi -1 0.177 101 4.61 C 0.00 0.00 0.00 61 ST L30 254 PASS AISC- Hi -1 0.274 101 3.67 C 0.00 0.00 0:00 62 ST L30 254 PASS AISC- H1 -1 0.274 101 3.67 C 0.00 0.00 0.00 63 LD L35 254 PASS AISC- H1 -1 0.177 '101 4.61 C 0.00 0.00 0.00 64 LD L25 204 PASS AISC- H1 -3 0.104 101 2.22 C 0.00 -0.33 30.27 65 LD L25 204 PASS AISC- H1 -3 0.104 101 2.22 C 0.00 -0.33 36.32 66 LD L25 204 PASS AISC- H1 -3 0.103 101 2.22 C 0.00 -0.33 30.27 67 LD L25 204 PASS AISC- H1 -3 0.103 101 2.22 C 0.00 -0.33 36.32 68 ST L25 204 PASS TENSION 0.134 101 2.73 T 0.00 0.00 0.00 69 LD L30 254 PASS AISC- H1 -1 0.201 101 5.34 C 0.00 -0.47 42.33 TRUSS ANALYSIS - CAB ASSEMBLY BRIDGE CRANE * ALL UNITS ARE - RIP INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ PX MY M2 LOCATION ==== 7 3 = = ==========....====================== 70 LD L30 254 PASS AISC- H1 -3, 2.24 C 0.00 71 LD L30 254 PASS AISC- H1 -3 2.24 C 0.00 72 LD L30 254 PASS AISC- Hi -1 5.28 C 0.00 73 ST. L25 204 PASS TENSION 2.73 T 0.00 * 74 ST L25 204 FAIL L /R- EXCEEDS 75 LD L30 305 PASS AISC- H1 -1 29.34 C 0.00 76 LD L30 305 PASS AISC- H1 -3 1.13 C 0.00 77 LD L30 305 PASS AISC- H2 -1 23.52 T 0.00 78 LD L30 305 PASS AISC- H2 -1 23.52 T 0.00 79 LD L30 305 PASS AISC- H2 -1 16.08 T 0.00 80 LD L30 305 PASS AISC- H1 -3 3.77 C 0.00 81 SD L50 305 PASS AISC- H2 -1 0.28 T 0.00 82 SD L50 305 PASS AISC- H1 -1 28.94 C 0.00 83 SD L50 305 PASS AISC- H1 -i 28.92 C 0.00 84 SD L50 305 PASS AISC- H1 -1 22.11 C 0.00 85 SD L50 305 PASS AISC- Hi -1 22.10 C 0.00 86 SD L50 305 PASS AISC -.Hi -1 28.70 C 0.00 87 SD L50 305 PASS AISC- H1 -1 28.71 C 0.00 88 SD L50 305 PASS AISC- H1 -i 35.63 C 0.00. 89 SD L50 305 PASS AISC- H1 -1 35.64 C 0.00 90 SD L50 305 PASS AISC- H1 -1 17.12 C 0.00 91 LD L25 204 PASS AISC- Hi -1 20.33 C 0.00 92 LD L25 204 PASS AISC- H1 -1 11,79 C 0.00 93 ST L25 204 PASS TENSION 0.23 T 0.00 -- PAGE NO. 15 = 3 = 0.097 101 -0.47 59.26 0.096 101 0.45 101.59 0.199 101 -0.47 59.26 0.134 101 0.00 89.09 1.132 0.710 101 -2.81 72.00 0.311 103 - 7.03 144.00 0.454 101 -3.00 144.00 0.454 101 -3.00 0.00 0.314 101 2.15 48.00 0.145 101 - 1.93 0.00 0.188 101 5.09 72.64 0.695 101 - 5.23 72.64 0.694 101 - 5.23 0.00 0.412. 101 1.44 0.00 0.411 101 - 1.42 24.21 0.580 101 - 2.74. 60.53 0.578 .101 - 2.69 0.00 0.785 101. - 4.39 72.64 0.785 • 101 -4.39 0.00 0.397 101 3.25 0.00 0.675 101 0.00 0.00 0.471 101 0.00 0.00 0.011 101 0.00 100.50 TRUSS ANALYSIS - CAB ASSEMBLY BRIDGE CRANE -- PAGE NO. 16 ALL UNITS ARE - RIP INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND /. RATIO / LOADING/ FX MY MZ LOCATION _ = === == ============ -== = == ==== _ = == === = = = = == 94 LD L25 204 PASS AISC- H1 -1 0.471 101 11.80 C 0.00 0.00 81.30 95 LD L25 204 PASS AISC- H1 -1 0.474 101 14.29 C 0.00 0.00 62.10 96 PRI SMAT PASS AISC- H1 -3 0.191 101 16.92 C 0.00 - 150.87 0.00 97 ST L25 204 PASS AISC- H1 -1 0.262 101 3.48 C 0.00 0.00 0.00 98 ST L25 204 PASS AISC- Hi -3 0.008 102 0.11 C 0.00 0.00 0.00 99 ST L25 204. PASS AISC- Hi -3 0.007 102 0.10 C 0.00 0.00 0.00 100 ST L25 204 PASS AISC- Hi -1 0.266. 101 3.53 C 0.00 0.00 0.00. 101 LD L30 304 PASS TENSION 0.632 101 34.89 T 0.00 0.00. 0.00 102 LD L25 254 PASS AISC- H2 -i 0.778 101 31.53 T 0.00 1.31 65.34 103 LD L25 254 PASS AISC- H2 -1 0.704 101 28.14 T 0.00 1.31 13.07 104 ST L25 204 PASS TENSION 0.186 101 3.79 T 0.00 0.00 87.80 105 ST L25 204 PASS TENSION 0.007 102 0.15 T 0.00 0.00 0.00 106 ST L25 204 PASS AISC - H2 -1 0.105 101 1.40 T 0.00 0.17. 36.59 107 ST L25 204 PASS AISC- H2 -1 0.110 101 1.51 T 0.00 0.17 51.22 108 ST L25 204 PASS TENSION 0.467 101 9.52 T 0.00 0.00 0.00 109 ST L25 204 PASS TENSION 0.464 101 9.46 T 0.00 0.00 0.00 110 ST L25 204 PASS TENSION 0.007 102 0.14 T 0.00 0.00 78.41 111 ST L25 204 PASS TENSION 0.189 101 3.85 T 0.00 0.00 0:00 112 LD L25 254 PASS AISC- H2 -1 0.441 101 16.53 T 0.00 1.20 58.81 113 LD L25 254 PASS AISC- H2 -1 0.517 101 19.97 T 0.00 1.20 13.07 114 LD L30 304 PASS TENSION 0.445 101 24.59 T 0.00 0.00 89.11 115 PRI SMAT PASS AISC- H1 -3 0.226 101 16.93 C 0.00 -150.87 168.00 116 LD L35 254 PASS AISC- H1 -1 0,168 101 4.39 C 0.00 0.00 0.00 378. * 379. * 380. FINISH TRUSS ANALYSIS - CAB ASSEMBLY BRIDGE CRANE * ALL UNITS ARE - KIP INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ___ _ ___________________________= == = = = =_________ 117 ST L30 254 PASS AISC- H1 -1 0.248 101 3.32 C 0.00 0.00 0.00 118 ST L30 254 PASS AISC- H1 -1 0.248 101 3.32 C 0.00 0.00 0.00 119 LD L35 254 PASS AISC- H1 -1 0.168 101 4.39 C 0.00 0.00 0.00 120 LD L25 204 PASS AISC- H1 -3 0.921 101 1.77 C 0.00 -12.54 72.64 121 LD L25 204 PASS AISC- H1 -3 0.919 101 1.73 C 0.00 -12.54 0.00 122 LD L25 204 PASS AISC- H1 -3 0.919 101 1.73 C 0.00 -12.54 72.64 123 LD L25 204 PASS AISC- H1 -3 0.921. 101 1.77 C 0.00 -12.54 0.00 124 ST L25 204 PASS TENSION 0.105 101 2.15 T 0.00 0.00 0.00 125 LD L30 254 PASS AISC- Hi -1 0.926 101 5.44 C 0.00 -15.83 101.59 126 LD L30 254 PASS AISC- H1 -3 0.826 101 2.74 C 0.00 -15.83 0.00 127 LD L30 254 PASS AISC- H1 -3 0.826 101 2.74 C 0.00 -15.83 101.59 128 LD L30 254 PASS AISC- H1 -1 0.926 101 5.44 C 0.00 -15.83 0.00 129 ST L25 204 PASS TENSION 0.105 101 2.15 T 0.00 0.00 0.00 * 130 ST L25 204 FAIL L /R- EXCEEDS 1.132 * * * * * * * * * * * * * ** END OF STAAD -III * * * * * * * * * * * * * ** * * ** DATE= OCT 7,1998 TIME= 18:46:19 * * ** ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * FOR QUESTIONS REGARDING THIS VERSION OF PROGRAM * RESEARCH ENGINEERS, Inc at * Ph: (714) 974 -2500 Fax: (714) 921 -2543 ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** -- PAGE NO. 17 February 1, 2000 Nick Carlile 1000 Denny Way Ste 800 Seattle Wa 98109 RE: Permit Status D98 -0345 8801 East Marginal Way S Dear Mr Carlile: City of Tukwila Steven M. Mayor Department of Community Development Steve Lancaster, Director In reviewing our current permit files, it appears that your permit for a new bridge crane, issued on November 3, 1998, has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non - complying and not in conformance with the Uniform Building Code and/or Mechanical Code. Please contact the Permit Center at (206)431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician Xc: Permit File No. D98 -0345 Duane Griffin, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206. 431.3670 • Fax: 206 - 431.3665 Drawing Number or Other Identification Rev. No. No. of Copies Description or Title 1404 -G1 I 4 1 Cover Sheet & Drawing Index 1404-S1 0 1 General Notes 1404 -S7 ( 0 1 Cab Assembly Bridge Crane - Area 5 136 -S (Fisher Body Corp) 1 Building Truss (ref. drawing to City of Tukwila only) Calculations I -- . I Calculations per Index on Cover Sheet Date Sent: 40 %21981!' Sender's Signature: ` FROM: SUBJECT: COPY TO: Harris Group I(- 2901 Third Avenue, Suite 600 Seattle, WA 98121 -1042 P.O. Box 3855 Seattle, WA 98124 -3855 (206)443 -4600 Fax (206)443 -0700 TO: Ben Hampson Kenworth Truck Company 8801 East Marginal Way South Tukwila, WA 98108 John Erickson /Nick Carlile Manufacturing Engineering Support — Seattle HGI Project No. 98 -1404 City of Tukwila (2 cc of calcs & 5 cc of dwgs for permit) JEE, RAIL, NJC, File Comments: Permit/Construction Set for Cab Assembly Bridge Crane, Acknowledgement of Receipt Required: [ ] YES [ X ] NO HGI Project No: 98 -1404 Client Order No: Transmittal No: 404t10 DOCUMENT/DRAWING TRANSMITTAL Received By File No: Sheet No: 1 of 1 [ ] FIRST CLASS [ ] REGISTERED [ ] COURIER [X] HAND CARRIED [ ] COMPANY MAIL [ ] EXPRESS MAIL [ ] BUS [ ] ACTIVITY NUMBER: D98 -0345 DATE: 10 -12 -98 PROJECT NAME: iiENWORTH TRUCK COMPANY X Original Plan Submittal Response to Incomplete, Letter: Response to Correction # Revision # AfterPermit Is Issued DEPARTMENTS: > f Build g Divisio Fire ention cSI 0_10 — e. ID-zo-96 Public Workshy ❑ Structural ❑ DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 10 - 15 - 98 Complete Comments: 1PR•ROUTE.DOC 6/98 ?esik &citL (cpu PLAN REV W /ROUTIN SLIP Incomplete C Planning pivi��sion E Permit Coordinator Not Applicable ❑ TUES /THURS ROUTING: Please Route n No further Review Required 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: 11 - 12 - 98 Approved _ Approved with Conditions El Not Approved (attach comments) E REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved El Approved with Conditions ❑ Not Approved (attach comments) El REVIEWERS INITIALS: DATE: Fire Department Review Control #D98 -0345 (510) Thomas P. Keefe, Fire Chief City of Tukwila Fire Department Dear Sir: October 20, 1998 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. 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) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Page number Yours:truly, cc: TFD file ncd The Tukwila Fire Prevention Bureau City of o Tukwila W. ily John Rants, Mayor Fire Department Thomas P Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188' •. Phone• (206) 575.4404 • Faro (206)57574439:': 11/03/98 TUE 10:15 FAX 425 4134954 SKYE INDUSTRIAL INC. (, '. \ . • o. • ''.:'CONS'•.- C�ON'T :G I BY _ . LAS. t { ' .•: '..:.....4 • 7. ,.. REGISTRATION'. . .SZYE•.IN UATATAL INC • ,; . , ' Issued Oy ARTIO TIDE'I:g80R INDUSIRES I�! 001