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Permit D09-194 - JORGENSEN FORGE
JORGENSEN FORGE 8531 EAST MARGINAL WY S D09 -194 Parcel No.: 0001600023 Address: 8531 EAST MARGINAL WY S TUKW Suite No: Tenant: Name: JORGENSEN FORGE Address: 8531 EAST MARGINAL WAY S , TUKWILA WA Owner: Name: JORGENSEN FORGE CORP Address: C/O DOUG JAMES , 8531 E MARGINAL WAY S 98108 Phone: Contact Person: Name: STEVE MEYER Address: 8531 EAST MARGINAL WAY S , TUKWILA WA 98108 Phone: 206 - 676 - 9234 Contractor: Name: PHOENIX INDUSTRIAL INC Address: BLDG 7 SUITE 120 , 2111 SE COLUMBIA WAY 98661 Phone: 360- 567 -1666 Contractor License No: PHOENII985B2 DESCRIPTION OF WORK: REMOVE EXISTING FORGING MANIPULATOR RAIL BED. EXCAVATE AND PREPARE THE AREA FOR THE NEW FORGING MANIPULATOR FOUNDATION. SET FORMS WITH REQUIRED ANCHORS FOR THE PLACEMENT OF THE NEW EQUIPMENT Value of Construction: $574,950.00 Fees Collected: $8,323.47 Type of Fire Protection: NONE International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: 0011 doc: IBC -10/06 Cityif Tukwila � Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D09 -194 Issue Date: 09/25/2009 Permit Expires On: 03/24/2010 Expiration Date: 01/25/2010 D09 -194 Printed: 09 -25 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Signature: doc: IBC -10/06 City oilTukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D09 -194 Issue Date: 09/25/2009 Permit Expires On: 03/24/2010 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N r Authorized Si W;Jt/; �1 Date: — l` S Permit Center 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 provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Date: 2 r "2.00 Print Name: 17 t7Vie/ s , z 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. D09 -194 Printed: 09 -25 -2009 Parcel No.: 0001600023 Address: Suite No: Tenant: doc: Cond -10/06 8531 EAST MARGINAL WY S TUKW JORGENSEN FORGE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS 5: The special inspections and verifications for concrete construction shall be required. Permit Number: Status: Applied Date: Issue Date: 15: Manufacturers installation instructions shall be available on the job site at the time of inspection. D09 -194 ISSUED 09/15/2009 09/25/2009 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 7: Installation of high- strength bolts shall be periodically inspected in accordance with RISC specifications. 8: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 9: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 10: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 11: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 12: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 14: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. D09 -194 Printed: 10 -08 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http. / /www.ci.tukwila.wa.us 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: Cond -10/06 * *continued on next page ** D09 -194 Printed: 10 -08 -2009 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 work construction or the performance of work. Signature: L -JN"--- \-- �_� ----� Print Name: W ki E R • R 1∎ • a City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us doc: Cond -10/06 D09 -194 Date: i010-1 l O`) ordinances governing or local laws regulating Printed: 10 -08 -2009 Parcel No.: 0001600023 Address: Suite No: Tenant: JORGENSEN FORGE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 8531 EAST MARGINAL WY S TUKW PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 7: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 8: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 9: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 10: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 11: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 12: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 14: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 15: Manufacturers installation instructions shall be available on the job site at the time of inspection. doc: Cond -10/06 D09 -194 ISSUED 09/15/2009 09/25/2009 D09 -194 Printed: 09 -25 -2009 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: ** *FIRE DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us • 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 22: The total number of fire extinguishers required for an extra hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (4A 40 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 23: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 24: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 25: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 26: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 27: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 28: 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 #2050) 29: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 30: U.L. central station supervision is required. (City Ordinance #2050) doc: Cond -10/06 D09 -194 Printed: 09 -25 -2009 doc: Cond -10/06 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 31: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #2050) 32: All exterior components of sprinkler systems should be painted SAFETY RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator valves (WIV), and Fire Department connection (FDC). (City Ordinance #2050) 33: Fire department connections (FDC's) shall be oriented in the direction of fire apparatus access, have a 4 foot clear space in front and to the sides of the connection, be appropriately signed, have the building address served by the FDC stenciled vertically in 3 -inch high white numbers on a "safety red" background directly beneath the hose connection facing the direction of vehicular access, and protected from potential vehicular damage. 34: The fire department connection (FDC) shall have a downward angle bend between 22.5 and 45 degrees, with a 5 -inch Storz fitting(s) and Knox FDC locking Storz cap. (NFPA 13- 6.8.3) (City Ordinance #2050) 35: The height of fire department connections ( FDC's) shall be 36 to 48 inches above grade. 36: Post Indicator Valves (PIV's) shall have the building address served by the PIV stenciled vertically in 3 -inch high white numbers on a "safety red" background, facing the direction of vehicular access. 37: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 38: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 39: Local U.L. central station supervision is required. (City Ordinance #2051) 40: The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72- 1.3.3) 41: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #2051) 42: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (4.4.1.4.2.1)) 43: In areas that are not continuously occupied, automatic smoke detection shall be provided at each fire control unit(s) location to provide notification of fire at that location. (NFPA 72) 44: The reset code for the fire alarm panel or keypad shall be 1- 2- 3 -4 -5. The reset code shall not be changed without approval of the Fire Marshal. The reset code should be permanently posted at the keypad. (City Ordinance #2051) 45: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 46: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox keybox. Contact the Tukwila Fire Prevention Office at 206 - 575 -4407 for ordering information. 47: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. D09 -194 Printed: 09 -25 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206- 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 48: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 49: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110.26(A) thru F(2)) 50: Each circuit breaker shall be legibly marked to indicate its purpose. (NEC 110 -22) 51: Doors into electrical control panel rooms shall be marked with a plainly visible and legible sign stating "ELECTRICAL ROOM" or similar approved wording. (IFC 605.3.1) 52: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 53: To schedule all construction fire - related inspections send an e -mail to fireinsprequest @ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 54: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 55: These plans were reviewed by Fire Marshal 54. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond - 10/06 * *continued on next page ** D09 - 194 Printed: 09 -25 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 work construction or the performance of work. Signature: Print Name: S, rn Eyr l2 doc: Cond -10/06 D09 -194 ordinances governing or local laws regulating Printed: 09 -25 -2009 Site Address: Mailing Address: i S / E4 ST Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: hh CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hitp /u'it'w.ci.lukwila.wa.us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** 8C3/ t/157 /1 AediNAL kv4y So v 71% Tenant Name: Tote( EA, fON PO CORPO12A /oA/ Property Owners Name: fORG EA/SEN FOee(e ColOPOR 477ON Mailing Address: 9 S 3/ Eft ST /y1A,C /N42 t!//91' .SO c rt./ , 72(1./ 6-'/ L A GU, `1g/48- 4'D /B state Zip CONTACT PERSON who do we contact when your permit is ready to be issued Name: 116 s mEYE& (STeve) H: \Applications\Fonns- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1- 2009 / w Sot/ E -Mail Address: S Meyer na j or jeett 3-en 1`o rye . co m Company Name: MOEN/ X //V V USTR /A C , /NC- Mailing Address: 2 /1/ SE COG u /4 tWAY f3atL /A/6 Contact Person: JoE //v E -Mail Address: /Au ft on /oA z %nd. c o ,,.� Contractor Registration Number: P hi CN // F85 /(PFF CONSUL r'iV(-, E/ 6ptiFE79S /2 0/ /7/1c/Prom A Svi rr 800 Joe SC/// EC T FN sc /►eci`en @ kp fftaco»+.a - �a /1PFF Co,vrut.mY( /ve s / 2 o / /'A c /%ic Ave ) 5 6oO Sco ft 'ueb /er kite bier. @ kP1ftaeo /na COM Building Permit No. ) - i q L Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) King Co Assessor's Tax No.: QOO /kd - D OZ 3 - D 9 Floor: /s/ /4 ❑ Yes ® .. No 7 I Suite Number: NM New Tenant: City Day Telephone: 20 G - 9.Z 39 L. City State Zip Fax Number: ZO - 35' 7- /07 S GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) VANCOCaVE,p wA City State Zip Day Telephone: 360 - Sto7- /6 (a ao Fax Number: 3 60- 5 7 - / to 60 7 Expiration Date: / - .Z 5 20/0 ARCHI'r . ect of Record CT OF RECORD - All plans must be wet stamped by Archi T9c vm City 7X City Day Telephone: 2 5'3- Fax Number: r 3 State Day Telephone: .Z S.3- ,3P - Fax Number: 2 5 3 - 396 - „"4 State Zip 0/ Sv o i6 z 8- 'YO/ ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record 98 'Y02 Zip 396 -o/so 396 o /6z Page 1 of 6 BUILDING PERMIT INFORM ]'ION 206 -431 -3670 Valuation of Project (contractor's bid price): $ 3 r f SO. °o Existing Building Valuation: $ -� DBt DOO Scope of Work (please provide detailed information): R&, i ov EX /sT /Nf c-0.P(, //t/6 f,1, iV /P6(L/fT0/p fki 8f v, E X c 41/4 TOE ANO Pk4»',fE ?HE f9REA FOR THE New Po/PG/Na m19NOVIATOR POuND4T/a/y. $ T f'a'ns WITH ,es-ogi es 6 tAic fd/P$ F� i 'E PA/ice/77 EN T OG %/1E ,v E Qv /PO 6 JYT Will there be new rack storage? ❑ Yes Provide AlI Building Areas in Square Footage Below 1" Floor, 2 Floor;' 3" Floor Floors ;'Basemeni Acci Attached Detached (3 Attached C Detached ,# Covered. Deck sk, Uncovered, D+ Interior Remodel 2 329, Addition `. Existing Structure Type of Construction per Type of Occupancy per IBC, PLANNING DIVISION: /i/ /-I Number of Parking Stalls Provided: Standard: Compact: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm \Applications¢ orris- Applications On Line\2009 Applications`,] 2009 - Perrot Application.doe Revised: 1 2009 bh .. No If yes, a separate permit and plan submittal will be required. Single family building footprint (area of the foundation of all structures. plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If ' yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM V/1 ❑ On -site Septic System - For on -site septic system. provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 PERMIT APPLICATION NOTES - Applicable to all permits in this application Value of Construction - In all cases. a value of constriction 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). 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 TILE STATE OF WASHINGTON. AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHQRIZED AGENT: Signature: Print Name: gt -,1gy s hfi yyx Day Telephone: - %Z 3 r Mailing Address: 85'3/ M ST 111,g/ea z WA $ TL/.va a,=9 k',4 y8/08 yU /g State Zip HA4pplicaiiona\Fomii- Applications On LineU2009 Applications \I -2009 - Pennii Application.doc Revised: 1 -22009 bh City Date: / la /t2 a7 I Date Application Accepted: /1 I — ° Date Application Expires: 6 Staff Initials: r ,Q I Page 6 of 6 Receipt No.: R09 -01504 Payee: JORGENSEN FORGE ACCOUNT ITEM LIST: Description City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 052054 5,046.30 Authorization No. BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 640.237.114 RECEIPT Account Code Current Pmts 5,041.80 4.50 Total: $5,046.30 Parcel No.: 0001600023 Permit Number: D09 -194 Address: 8531 EAST MARGINAL WY S TUKW Status: APPROVED Suite No: Applied Date: 09/15/2009 Applicant: JORGENSEN FORGE Issue Date: Payment Amount: $5,046.30 Initials: WER Payment Date: 09/25/2009 02:28 PM User ID: 1655 Balance: $0.00 ' AYMENT RECEIVED doc: Receiot -06 Printed: 09 -25 -2009 Receipt No.: R09 -01448 Initials: User ID: Payee: WER 1655 ACCOUNT ITEM LIST: Description JORGENSEN FORGE PLAN CHECK - NONRES • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 0001600023 Permit Number: D09 -194 Address: 8531 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 09/15/2009 Applicant: JORGENSEN FORGE Issue Date: TRANSACTION LIST: Type Method Descriptio Amount Payment Check 051975 3,277.17 Authorization No. Account Code Current Pmts 000/345.830 3,277.17 Total: $3,277.17 Payment Amount: $3,277.17 Payment Date: 09/15/2009 03:20 PM Balance: $5,046.30 P AYMENT RECEIVED doc: Receipt -06 Printed: 09 -15 -2009 COMMENTS: Type of Inspection: F 1 , r4 1 0 - 100 :'"•3 _ r k.. ',A- c Special Instructions: 2 ) Qo f 04 \ 0e,.,4 e /�",,.1.r 1 Phone No: aac- &76 - cz3`/ c ee N A 1 Le -Hc ✓ r o w y°c...- ,.. ►A c" to 4# S, 2— I (l p -- C + c.--- --- / '' r Projec cz 4-o r >s,t 6.1■1 1 e Type of Inspection: F 1 , r4 1 Ad ress: c 31 WtARCO(kiA(_ Date Called: Special Instructions: Date Wanted: — I0 — I0 Requester: Phone No: aac- &76 - cz3`/ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISI ON 6300 Southcenter Blvd., #100, Tukwila, WA 98188 'Approved per applicable codes. Corrections required prior to approval. p 60 Receipt No.: INSPECTION RECORD Retain a copy with permit Date: 'Date: io5_iC PERMIT NO. (206)431 -36k0 0 REINSPECTION FEE R UI rior to inspection, fee must RED. be d at 6300 Southcenter Blvd., uite 100. Cad[ to schedule reinspection. .2_- 17 — rte COMMENTS: AA N .2 n. JO S A V A 17.., { /n n 6/\ II- 5--d q 4): ..�ic- Tr � JL , e/.5 e . �.r yis 1 f _ fL e J C-' e � �) °-'�` I l (A r ,` fi c ./E-t a /f/ 4 ,) A ;4 ^i ('P— l . 6 / us C l Date Wanted: ¥x- ( --e-c) X,/, 1) o. f" r.4 d` ( 1 4 i .1)6 , 7 "--- vi c 1� ,, I p C .i ''-- f l c d C. (.J J' (,A ■ _ P _ / A ,1 -)-7 L ' f1, - (AO r) SD , I s 1I-: /mac I - `� 7 .0q Project: y r 6 - e - 4 S ( . / l i. Type of Inspection: 3 a ec-t A C d- ci c s! Address: 53 ( - i ,1 : 464 Date Cal red: c SpeciaTlnstructions: 0 -0 ( 5-reJ1 P—letj 4 $1AAaf -13 k 1 A Date Wanted: < —5"--- d "---- a.m. - Requester: 'Phone 2 _ r13 O — .0q �Z— Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 0 ERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 rrections required prior to approval. Insrdector: Date: - ri $60.00 REINSPECTION Fly UIRED. Prior to inspection, fee must be paid at 6300 Southcenter , vd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Type of Inspection: S n�1A1.friyJn1/C'i7 0 zip_ j�-� - JR 2 Pv - eAi ; ,1p e.,/ i (' Je T (J : f (.Ar .)r ` L e S G -J,- * p.m. fJ 71 &r re pir AJ 1)5e- +.1 A. p J J LA J Q --- o )(, A s ., . 1 Prot l Oi 05FN1 1 -ti-�vl Type of Inspection: S n�1A1.friyJn1/C'i7 0 Address: 1 S53 k 6- WI AiLdv AIL -)11 i Date Called: Special Instructions: f . 0 3612_3- � I Date Wanted: 1 0 - 3 0- GCl aa. rr t p.m. Requester: Phone No: o Lt - (0 ,L —C 7 z3 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D -I9LI PERMIT NO. (206)431 -367 Approved per applicable codes. orrections required prior to approval. Insp ctor: Date: $60.00 REINSPECTION FEE REQUIREt( Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. /1/Z_ Receipt No.: 'Date: CONSTRUCTION TESTING LABORATORIES, INC. February 16, 2010 JORGENSEN FORGE 8531 East Marginal Way South Seattle, WA 98108 A77N: Steve Meyer REF: Final Inspection Report for 3829 PROJECT NAME 5K PRESS MANIPULATOR FOUNDATION PROJECT ADDRESS 8531 East Marginal Way South, Seattle BUILDING PERMIT # D09 -194 Dear Mr. Meyer: CTL, Inc. provided special inspection and testing services for the above referenced project. We specifically provided special inspection and testing services of the reinforced concrete and grout inspection. The specific work for which we provided special inspection for was, to the best of my knowledge, in accordance with the approved project plans, and applicable codes. If you have any questions regarding this final report, or if we may be of further service, please feel free to call or email. Sincerely Yours, Dennis M. Smith Manager DMS /caa cc: Mailing List cathya@ttlwa.com 1202 East "D° Street, Sul e ' , acoma, WA 98421 Telephone (253) 383 -8778 Facsimile (253) 383 -2231 www.ctlwa.com FIELD SAMPLE PICK -UP REPORT 8531 East Marginal Way South, Seattle CUE PROJECT TILE .__.. PROJECT CONTRACTOR CONC Phoenix Construction DATE SPECIMEN(S) CAST : i 11 - 11 - 09 N/A 6 EACH jj 2" x 2" x 2" grout cubes CI DATE RECD: 11 - 13 - 09 FIELD SAMPLE PU REPORT PROFILE cc FILE, CLIENT & MAIL DIET. EACH it EACH EACH EACH 4 EACH S DATE SPECIMEN(S) OBTAINED EACH EACH I EACH II EACH I' j EACH EACH NOTE: CONCRETE TEST SPECIMEN(S) CAST ABOVE WAS STORED IN AN INSULATED CURING FOR PROPER INITIAL CORING AT THE JORSITE Concrete ambient temperature (IN CURING BOX) at the time of pick -up = N/A O High Temp. = N/A OF Low Temp. = N/A OF 1202 EAST "D" STREET, SUITE 101, TACOMA, WA 9821 TEL # 253 -383 -8778 / FAX # 253 -383 -2231 website: www.ctlwa.com DATE ., ; ... PICKED. UP REPORT NUMBER PROJECT NUMBER INS PECTOR E. Ganry/rmw 3829 REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITHO THE wRIITEN APPROVAL OFCONST. TESTING LAB, INC. (rev. 07-15-04). REPORT PERTAINS ONLY TO THE MATERIAL TESTED (rev. 01-23-2006 CONSTRUCTION TESTING LABORATORIES, INC. "+� E - A m , r nr I A ')(V1 1202 East "D" Street, Suite 101, Tacoma, WA 98421 www.ctiwa.com Telephone (253) 383 -8778 Facsimile (253) 383 -2231 WRITTEN. APPROVAL OF.TH ( rEv. 10.19 -00). REPORT <: PERTAINS ' ONLY TO THE MATERIAL TESTED (rev., 12.05.07) UGV tu uJ GIBE (2)(2x2) SPECIMENS (C -109) t v t. L J fCTION & TEST REPORT / V e 1 r 1 4 T CLIENT -- - - JORGENSEN FORGE DATE OF INSPECTION BUILDING PERMIT NO. NER. PROJECT NUMBER Nov. 11, 2009 PROJECT 5K PRESS MANIPULATOR FOUNDATION ? D09 -194 N/A PRO ADDRESS.. 8531 East Marginal Way South, Seattle ! 07 CONTRACTOR :... . ., .. 3829 WORK - ORDER NO. N/A cor E N/ O + O 1V/ _A ORER x N/ A P.O. N° ' 11762 FORM' - INSPECTED FIELD REMARK METNOD CIF : PLACEMENT `� LOCA0TrION PLACEMENT N/A "BAR INSPECTED N / A See field inspection report for information on forms and reinforcement steel placement. Wheel Barrow """'A" Puddeling so N.�'... "Pagel USA" bag mix. ARD(S)TEDOF T 4 ARD(S) PLACED 5K press manipulator rail bed. tACA Tic. SAMPLED cSMEx SAC K MIX DATA ADMI East end North rail. 1 I /II MORTAR N/A AGG. , N/A SLUMP Fluid AIR% N/A MIX# "Pagel V1 /50 non shrink grout" N/A AM -... N/A ! ADMni7°RE N/A AMOUNT N/A E CONCRETE TEMPERATURE NUMBER CAST CYL.NO.'` 7A 58 ° F TEMPERA - -- �-___..__ _ _ 65 1:30 2009 ° F ', TRUCK --- ,- NUMBER_ - HR ,. NUMBER AGE AREA ' : 7 4.00 in N/A N/A , BREAK TYPE r 2 _ WEATNER DESIGN REQUIRED DIMENSIONS "x2 "x2 " Inside 6 - ' SA - " MPLED LAB NO. ` DATE TESTED 9 -5920 Nov. 18, 4000 TOTAL LOAD 39295 9820 PSI PSI 7B i 9 -5921 7 4.00 in 37730 940 7C 9 -5922 12 - 9 - 09 ; 28 4.03 in 50465 12520 7D 9 -5923 " 28 4.02 in2 i 1 48905 12170 7E 9 -5924 28 4.04 in 49475 12250 7F 9 -5925 28 4.01 in " 47990 11970 NOTE: FIELD REMARKS FIELD TESTS ASTM C-31, C -143, C -231 & C -1064 (f applicable). FIELD TESTS AASTHO T -23, T -119, T -141, T -152 & T -309. N/ I , 1 RESULT (S) STATUS BREAK ;' TYPE - f o r med TYPE 1 Reasonably well cones on both ends, less than 1" of cracking through caps TYPE 2 Well formed cone on one end, vertical cracks running through caps, no well defined cone on other end. TYPE 3 1 TYPE 4 Columnar vertical Diagonal fracture cracking through with no cracking both ends, no well ? through end. formed cones. i TYPE 5 Side fractures at top or bottom (occurs commonly with unbonded caps TYPE 6 Similar to type 5 but end of cylinder is pointed !` fn`RM �+ ■ �" REMARKS. _ OFFICE REMARKS DATE RI LAB. Real N ov. 12 2009 DBY 1 Bob /Dave INSPECTOR E . Ga nn / rmw I b Reviewed y: D. Smith CONSTRUCTION TESTING LABORATORIES, INC. "+� E - A m , r nr I A ')(V1 1202 East "D" Street, Suite 101, Tacoma, WA 98421 www.ctiwa.com Telephone (253) 383 -8778 Facsimile (253) 383 -2231 WRITTEN. APPROVAL OF.TH ( rEv. 10.19 -00). REPORT <: PERTAINS ' ONLY TO THE MATERIAL TESTED (rev., 12.05.07) CONSTRUCTION TESTING LABORATORIES, IN CLIENT ... JORGENSEN FORGE 5K PRESS MANIPULATOR FOUNDATION PROJECT TITLE PRWECT 8531 East Marginal Way South, Seattle ADDRESS • CONTRACTOR '. 0 _ INSP;!CTED - FIELD REMARKS METNCO QF PLA CONCRETE SUPPLIER LOCATION OF PLACEMENT LOCATION At the South West corner of slab on grade. SAMPLED SACK MIX DATA ADMIXTURE TEtWERATURE NUMBER Ste C 1CL1 5A 5B 5C 5D REMARKS OFFICE REMARKS DATE RECD I N LAB. Phoenix Construction Yes N/A REBAR INSPECTED See field inspection report for information on forms and reinforcement steel placement. Pump Truck STONEWAY Slab pour back around the 5K manipulator. 6 CEMENT I/ II MIX # 6000-A ADVA 60 -5- 9 -5813 OROI AMOUNT 11.3 ozs./ 1 60 10:45 4 AIR ' TEMPERATURE SAMPPtED • ^ATE s TE TI MORTAR TYPE Nov. 12, 2009 9 -5814 Dec. 03, 2009 9 -5815 9 -5816 ELD TESTS :ASTM C= N/A TYPE I Reasonably well formed cones on both ends, less than 1" of cracking through caps N/A N/A 11 -06 -09 HOLD 1, C -143, C- TYPE 2 Well formed cone on one end, vertical cracks running through caps, no well defined cone on other end. N/A N / A HR TYPE 3 Columnar vertical cracking through both ends, no well formed cones. REF ER1 ORDER SIZE AGG. TRUCK NUMBER 3/D ADMIXTURE 12.56 in 4 28 12.56 in` ; 4 28 12.56 in 4 TYPE 4 Diagonal fracture with no cracking through end. N/A 31 C-1064 or applicable). FIEL 1202 East "D" streeDEGteOlVi, ma, WA 98421 www. ctiwa.com wli lFt? O (253) 383 -8778 nEvE aciventi6 (253) 383 -2231 N/A DATE OF INSPECTION N SOLID Or = Vibration ooNsouDATION ESIIMATEDOF.. " 50 YARDS) PLACED j SLUMP l BUILDING PERMIT NO. REPORT NUMBER NUMBER 5 Side fractures at top or bottom (occurs commonly with un- bonded caps) Yes EIH3lON7 4" x 8" If EST$' AASTHIO T N/A AMOUNT TYPE 6— Similar to type 5 but end of cylinder is pointed. RECD IN l Reviewed LAB BY: Bob 1 Dave ; INSPECTOR E. Gann / rmw 1 Nov. 05, 2009 N/A 05 3829 AIR% 73175 98950 96005 11762 Inside N/A YRO(S Inside 4000 5830 7880 7640 T-309. CONFORMS ith REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITHOUT THE WRITTEN APPROVAL OF THE COAST. TESTING LABORATORIES (rev: 7i- DTA$).+. REPORT PERTAINS ONLY TO THE - MAT ERIAL TESTEI ' . G OtOUTiCUEE :(2x2x SPECIMEJ�S (C -109) INSPECTION &' REI®ORT° . A.' 1 CLIENT PROTECT TITLE JORGENSEN FORGE DATE OF INSPECTION BUILDING PERMIT NO. RTPOTtT NUMBER NUM E BER R NUM Nov. 06, 2009 5K PRESS MANIPULATOR FOUNDATION D09 -194 - N/A 1 ESS --. 8531 East Marginal Way South, Seattle 06 TRACTOR O O2 IIORK )ER NO. . N /A CO RACTORD ER NO.. N A / REFERNcE ORDER NO. N/ , . 306 ORDER r. N/A P.o: No.,; -..... , 11762 ORM L't ' PE° I ;16 NOD OF PLACEMENT N/A - REBAR .isSPECTED N/A • S ee field inspection report for information on fo rms and reinforcement steel placement. Bucket "EiNODOF PUddeling , "CRETE mlF x... sS; ii m a I. "Pagel USA" bag mix. .7 bag ESTIMA J)OF YAK PLACED 1 I YRG(S Anchor bolt hold downs throughout the 5K Manipulator. East end anchor bolt at South rail bed. 1 I /II "RT N/A :ASG N/A SL Fluid Am N/A _ MIX# "Pagel V1 /50 non shrink grout" N/A AMOUNT i N/A Awlncn,RE N/A MOUNT N/A ' CONCRETE TEMPERATURE::. NUMBER SPEC(S) CAST : 60 _ . - 0 F ., AIR TEMPERATURE. - TIME • .. :SAMPLED:: : 50 12 45 ... o f ' _ .. TRUCTt NUMBER. HR .: UMBER N/A . WEATHER DESIGN Inside - -- PSI N/A - CYC:NO LAB NO: DATE TESTED i ='' AGE ..AR . BREAK TYPE . ; DIMENSIONS ; . 9 ; .TOTAL;LOAD.,' 11 „„ PS 'b 6A 9 -5869 Nov. 13, 2009 7 4.03 in 2 "x2” 2" 31600 .-',N, 7840 6B 9 -5870 7 4.03 in2 30945 7680 6C 9 -5871 12 -4 -09 2 4.03 in 41290 10250 6D 9 -5872 2 8 4.03 in 44720 11120 6E 9 -5873 28 4.03 in2 43195 10750 6F 9 -5874 28 4.03 in2 `t 43810 10870 NOTE FIELD; TESTS ASTM C -31, C -143, C -231 & C- 10641if applicable). FIELD TESTS AASTHO T -23, T-119,:T -141; T =152 &T =309: ` <' - ... FIELD. REMARItS .- N/A _ ,:.. .:.... _ .. .': 4. R S T ATUS' ,Y. a •B1 e j[ :; • TXPE _ TYPE 1 Reasonably well formed cones on both ends, less than 1" of cracking through caps TYPE 2 Well formed cone on one end, vertical cracks running through caps, no well defined cone on other end. TYPE 3 Columnar vertical cracking through both ends, no well formed cones. TYPE 4 Diagonal fracture with no cracking through end. TYPE 5 Side fractures at top or bottom (occurs commonly with unbonded caps TYPE 6 Similar to type 5 but end of cylinder is pointed. {: yy s REMARKS N/A 1r.. DEFILE RE"ARILS N/A DATE RECD IN LAB. . Nov. 09 2 009 �� Bob /Dave INSPE E G ann / t�Tnw . . _.. :.. �-!� - � � :. ' � " °, ;� D. Smith rDT ma cu. ru. c.... - - -. -. _________ :REPORTSHALL NOT BE REPRODUCE DC u w nu. u - .. - C x 3 . ION TESTING LABORATORIES, INC. DEC 14 2009 COMMUNITY IlE1 /f - 7,17 1202 East "D" Street, Suite 101, Tacoma, WA 98421 www.ctlwa.com Telephone (253) 383 -8778 Facsimile (253) 383 -2231 (rev. 10- 18-00). REPORT PERTAINS ONLY TO THE MATERIAL:TESTED (iev. -05. 07),.,': lA TES CII EIV j C 1ST 10 -30 -09 j 10 EACH 4" x 8" cylinders EACH fi yt EACH (!! jt EACH 'Roger A C CSR. Jorgensen Forge 5K. PRESS MANIPULATOR 8531 East Marginal Way South, Seattle Phoenix Construction EACH EACH L EACH CAVE RECD: 11 - 03 - 09 FIELD SAMPLE PA REPOSE PROFILE FILE, LIENS& MAIL MST. EACH EACH Concrete ambient temperature (IN CURING BOX) at the time, of pick -up N/A High Temp. = N/A of Low Temp. = N/A OF 1202 EAST "D" STREET, SUITE 101, TACOMA, WA 9821 TEL # 253- 383 -8778 / FAX # 253.383 -2231 website: www.ctlwa.com KED -UP E. Gantl/rmw 11 -02 -09 04 3829 REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITHOUT THE WRITTEN APPROVAL OF CONST TESTING LAB, INC. (rev. 07- 15 -04), REPORT PERTAINS ONLY TO THE MATERIAL TEEIED (rev. 01-23-2006 FR NOV 0 9 2009 COMMUNITY DEVELOPMENT 1202 East "0" Street, Suite 101, Tacoma, WA 0842 WWW.CTLWA.COM Telephone (253) 383 -877 Facsim (253) 383 -223 i ATOR FOUNDATION 8531 East Marginal Way South, Seattle Phoenix Construction N/A X CLOUDY N FuLL,:W TN 'T'A r flUN AP', `OVALo CoNs7R 19 ;IN Oct. 30, 2009 03 3829 I arrived on the jobsite to perform special inspection, and /or field testing for today's concrete placements. The contractor placed approximately 40 yds. concrete (6 sack cement mix, 4000 PSI, mix #6000 -A) for the top 1' of the 5K press manipulator foundation. All reinforcing steel is Grade -60, clean, properly placed and lap spliced to conform to approved jobsite plans. The concrete has been placed at a slump ranging between 5 to 61/2" throughout today's place- ments. I cast two sets of five each 4" x 8" concrete cylinder samples for compressive strength testing, t represent today's placements. See today's sample test report for results. Test specimens cast today is stored in an insulated curing box for proper initial curing at the jobsite. IOT IE=D NSPEC I DATE RECD: 10 -30 -09 "'R? !Mail Merge Filel C. ALBRi '.H . MAP Di L C CONSTRUCTIONN LABORATORIES, INC. [71 NOV 0 2009 COMMUNITY fFVFI OPMFA JT CLIENT PROJECT TITLE ORDER NO. 8531 East Marginal Way South, Seattle Phoenix Construction ((CE NO , PROJECT ADDRESS CONTRACTOR FORM INSPECTED FIELD REMARKS OF PLACEMENT CONCRETE LOCATION OF PLACEMENT LOCATION SAMPLED CEMENT SACK MIX. DATA i CONCRETE TEMPERATURE SPEC(S) CAST 3D 3E NOTE.' FIELD REMARKS DATE RECD IN LAB. JORGENSEN FORGE 5K PRESS MANIPULATOR FOUNDATION N/A REB Yes INSPECTED See field inspection report for information on forms and reinforcement steel placement. METHOD OF : Vibration CONSOLIDATION Yes Pump Truck STONEWAY 5 K press manipulator for top 1' foundation. East end at the center of the rail bed. CEMENT TYPE MIX # 6000-A 6 ADVA Micro Fiber 9 -5673 9 -5674 N/A N/A N/A 60 -5- TYPE 1 Reasonably well formed cones on both ends, less than 1" of cracking through caps 11 -02 -09 cot BE REPRODU RDERNO I /II I AMOUNT L of AIR TEMPERATURE TIME SAMPLED ORTAR TYPE 60 `, ;LAB IIO. DATE.TESTED AREA': IIREAKTYPE ° 3A 9 -5670 Nov. 02, 2009 , f 3 12.56 in 4 I 4" x 8" 3B 9 -5671 Nov. 06, 2009 " 7 3C 9 -5672 Nov. 27, 2009 28 '.FIELD TES TS'AS Nov. 27, 2009 HOLD . 1, C - TYPE 2 Well formed cone on one end, vertical cracks running through caps, no well defined cone on other end. RECD IN LAB BY: X EP'T TN FULL; WITf N/A 11.3 ozs. /yds 1 Lbs/yds TRUCK HUMBER 10:45 ! HR NUMBER , TICKET TYPE 3 Columnar vertical cracking through both ends, no well formed cones. Bob / Dave UT THE WttI N/A 28 SIZE AGG. ...... ADMIXTURE 7/8" TYPE 4 Diagonal fracture with no cracking through end. INSPECTOR N/A 1202 East "D" Street, Suite 101, Tacoma, WA 98421 www.ctlwa.com Telephone (253) 383 -8778 Facsimile (253) 383 -2231 N/A 449 188322 SLUMP 1 . 1064 (if applicable)` FIELD TESTS REPORT NUMBER PROJECT NUMBER ESTIMATED OF YARD(S) PLACED DATE OF INSPECTION BUILDING PERMIT NO. TYPE. 5 Side fractures at top or bottom (occurs commonly with un• bonded caps) E. Gann / rmw ROYAL OF THE CONST TESTING ORM' WEATHER DESIGN STRENTN REQUIRED it T -23 T 11.07.08: N/A 6 1 /2" AMOUNT L TYPE ! Similar to type 5 but end of cylinder is pointed. Reviews by: S ORT PERT Oct. 30, 2009 40 N/A 03 3829 AIR % Inside 4000 41370 3290 11762 N/A N/A YRD(S SUI.T(5) D. Smith ONLY TO THE MATERIAL TESTES PROTECT ADDRESS CONTRACTOR 0 CONSTRUCTION TESTING LABORATORIES, INC. CLIENT' PRO) TITL FORM INSPECTED REMARKS METHOD OF PLACEMENT CONCRETE SUPPLER LOCATION OF PLACEMENT LOCATION SAMPLED CEMENT SACK MIX DATA ADMIXTURE N+ CONCRETE TEMPERATURE S PEC(S) CAST 4A 4B 4C 4D 4E FIELD REMARKS REMARKS OFFICE REMARKS DATE RECD IN LAB. REP Si JORGENSEN FORGE 5K PRESS MANIPULATOR FOUNDATION 8531 East Marginal Way South, Seattle Phoenix Construction Yes N/A See field inspection report for information on forms and reinforcement steel placement. Pump Truck STONEWAY 5 K press manipulator for top 1' of foundation. East end of South arm of footing. MIX # 6000-A ADVA N/A N/A 57 - 6 - 9 -5675 9 -5676 9 -5677 9 -5678 9 -5679 FIELD TEST N/A TYPE 1 Reasonably well formed cones on both ends, less than 1" of cracking through caps 11 -02 -09 CEMENT /tit TYPE E AMOU AIR TEMPERATURE TIME SAMPLED G -31, ,G -14 TYPE 2 Well formed cone on one end, vertical cracks running through caps, no well defined cone on other end. RECD IN s'.. LAB :BY: MORTAR TYPE N/A Nov. 01, 2009 Nov. 06, 2009 Nov. 27, 2009 Nov. 27, 2009 HOLD N/A 11.3 ozs. /yds 58 14:10 ER Bob / Dave UT THE WRT'TEN 28 28 H TYPE 3 Columnar vertical cracking through both ends, no well formed cones. -231 C -1064 SIZE AGO. ERNCE ER O. TRUCK NUMBER TICKET NUMBER EA , NSPECTOR ADMIXTURE in 2 7/8" TYPE 4 Diagonal fracture with no cracking through end. 1202 East "D" Street, Suite 101, Tacoma, WA 98421 www.ctlwa.com Telephone (253) 383 -8778 Facsimile (253) 383 -2231 N/A N/A 453 187487 applicant ' .FI ,TESTS DATE OF INSPECTION BUILDING PERMIT NO. REPORT .. NUMBER PROTECT NUMBER RE BAR INSPECTED METHOD OF CONSOLIDA ESTIMATED OF YARD(S) PLACED SLUMP TYPE 5 Side fractures at top or bottom (occurs commonly with un- bonded caps) E. Gann /rmw ROYAL. "Of THE CONS F. tESTl$p SAB ORATCititlES WEATHER DESIGN STRENTH 4 " Yes N! Vibration HOT-23, T,11 9,T -1 4 . T`' N/A 51 " AMOUNT vii TYPE 6 — Similar to type 5 but end of cylinder is pointed. Oct. 30, 2009 40 3829 AIR "/o Inside 4000 43125 N/A 03 TO THt i 11762 N/A N/A D. Smith YRD(S 3430 T-309, ED ..C (08) ) CYL C. ONDER:.[ASTNI 39 A SHTO T -221 � . ®e ® CRETE IN CQC TEST REPORT I 0 / P i I 2 i..T .. 1 .,, r 2 CLIENT PROJECT TITLE a oc 07E RES`�s__ JORGENSEN FORGE DATEOF INSPECTION Oct. 30, 2009 5K PRESS MANIPULATOR FOUNDATION - BUILDING PERMIT�NO. REPORT ®3 NUMBER PROJE NUMBER ;' D09194 N/A 8531 East Marginal Way South, Seattle °OfRA L Phoenix Construction 3829 W ORK -. yp_ORDLRNO. N/A CONTRACT : ORDER NO: ^ N/A - . REFERNCE .: _ ! O RDER NO N/A - JOB ORDER. N/A N/A PA.. �',, NG:. 11762 FARM D S _ . y es - _ INSSPPECT — Yes R,w See fi eld ins r eport for in o rmation on orms and rei orcement steel placement METHOD OF Pump ruck p ' �O ,�,,„ Vibration SU ETE SUPPLIER STONEIn/AY va 40 .:.:: ....... . .......... . 5 K press manipulator for top 1' foundation. LOCA ; : . PLACEMENT L,bC anGN : `' : ' SAMPLED: East end at the center of the rail bed. _ . - CEMENT. } TYPE.: I/N 'WEAR! TYP.. N/A AGG slzE, 7/8" SL UMP 6 1 /a" j AIRS, N/A MIX # 6000-A ADVA AM . 3 ozs. /yds N/A A'"°""* N/A 7" - Micro Fiber 1 Lbs /yds _......_..... . CONCRETE TEMPERATURE 60 °F' TEMPERATURE 60 I ° F NUMBER 449 WEATHER DESIGN GM REQUIRED Inside S. NUMBER r • -5- s2 M PLED 188322 10 :45 I HR : n NUMBER 4000 1 PSI L : :- :LABiNO DATE-TESTED ,` , , AGE ';'AREA' ' . ■ BREAK TYPE nc .' _ DIMENSIONS- TOTAL LOAD:'. H ,' : Psu a ;. 3A 9 -5670 Nov. 02, 2009 3 12.56 in 4 4" x 8" 41370 3290 3B 9 -5671 Nov. 06, 2009 7 12.56 in ; 4 u 50125 3990 3C 9 -5672 Nov. 27, 2009 28 12.56 in 3 v 68415 5450 3D ; 9 -5673 Nov. 27, 2009 ; 28 ; 12.56 in 4 " 71310 5660 3E 9 -5674 HOLD H `NOTE: - FIEL'D;TESTS ASTIN' :C -143 : C -231.& C -1064 if a • • livable FIELD TESTS AASTHO T =23 T-119 T -141 T- 152 & T -309 y k`i . " N/A 1 'RESULT (S)'STATUS' TYPE I Reasonably well formed cones on both ends, less than 1" of cracking through caps TYPE 2 Well formed cone on one end v cracks running through caps, no well defined cone on other end. TYPE 3 Columnar vertical cra through both ends no well formed cones. I TYPE 4 E Di agona l f rac t ure with no cracking th roug h en ( E TYPE 5 Side fractures at top or bottom (occurs commonly with un bonded caps) TYPE 6 Similar to type 5 but end of cylinder Is pointed. INF INK . N/A mac N/A ___ _________ RE MA R KS. � . A DATE LAB. -- 11 -02 -09 GILA BY Bob/ Dave INSPECTOR E. Gann /rmw ' Reviewed _�:: D. Sthith RECE CD CONSTRUCTION TESTING LABORATORIES, III 07 2009 El BE 1202 East "D" StrwaY811404047Tacoma, WA 98421 www.ctlwa.com Telephone (253) 383 -877f Facsimile (253) 383 -2231 .LUCCEPLIN FULL, WITHOUT THE WRITTEN APPROVAL OF THE CONST. TESTING LABORATORIES (rev. 1107-08) REPORT PERTAINS ONLY TO THE MATERIA(: TESTEI '° 04070(44ti) evLoN00k: Atrtaim*..39'i cy.17,iArt. cogeitgroNspiOotioiV.i.rEstr*Eirgro# ., -. ,:-..,,,...,.,.. :..:. :.f..,.,„..:."., . . .. J. 2 rv , . T. 2 ''''''''''' '''..:.' JORGENSEN FORGE . . . TATE OF INSPECTION BUILDING PERMITNO. : . NUMBER' Oct. 30, 2009 . • PROTECT 5K PRESS MANIPULATOR FOUNDATION D09-194 yrrg , ,,■■ N/A . tra 8531 East Marginal Way South, Seattle 03 Phoenix Construction PROJECT: 3829 Olioltiino. N/A 4.i?mcctriluilAc iWc N/A '..1 o N/ A !.....::' "I' .IV/ • , 471 11762 , FCAM ... P15.19 . 1 i 4 Fe"" - °°' : MA�4ENT 4 ° 1 4 6 ‘ r7 UPPLIER S .,.. LOCMION .PLACDIENT **KW . sAmPLED ,..., Yes [. iti . Yes See field inspection report for information on forms and reinforcement steel placement. Pump Truck _ _ , "ETH°D • toNsomom Vibration STONEWAY EsrauTED op YARD(S) PLACED 40 5 K press manipulator for top 1' of foundation. East end of South arm of footing. ... 6 maw I/II "rpr N/A ., 7/8" SLUMP f 5 1/4" AiR ,,, N/A % mpArk - ..,... MIX # 6000-A ADVA ouNT Am t 11.3 ozs./yds N/A .mmirtir .r.... : N/A H�ETE TURE ,;. SPEC(S) CAST 57 - 6 , Ir- oF • - - .-,„,,...ITI4e ' 58 .0F ; .. NUMBER • MR ■ fl1MBER ' . 453 .187487 DEIDZT4sIRENTH REQUIRED Inside 4000 -... 14:10 tylt vici::'t: :.„4; ....;' ,• ••.: •.:- ; :AGE ° • `AREA W.' '',,: • , ! rrver-71A -:.,':;• IDIMENSIONS ',:f- LOAD :4c ';:f■ -.4,- f 4A 9-5675 Nov. 01, 2009 3 12.56 in i 4 4" x " _ 1L .'''' 43125 3430 4B 9-5676 Nov. 06, 2009 7 12.56 in I 4 . 57855 4610 4C 9-5677 Nov. 27, 2009 28 12.56 in i 4 a 78880 6280 4D : 9-5678 Nov. 27, 2009 28 12.56 in 1 4 78755 6270 4E 9-5679 HOLD r:NOTE::. . . .;:' RD4AFUCS 'FIELD:TEStSi*.C431:' - Cr . 4 ', itia. Iintable :1 %Via T-I524 N/A ;11.1 • 'a LT(S)STATU .. . ... . .. • *.4." TYPE 1 Reasonably well formed cones on both ends, less than 1" of cracking through caps TYPE 2 Well formed cone on one end, vertical cracks running through caps, no well defined cone on other end. TYPE 3 Columnar vertical cracking through both ends, no well fommd cones, TYPE 4 Diagonal fracture with no cracIdng through end. TYPE 5 Side fractures at top or bottom (occurs commonly with un-bonded caps) TYPE 6 - Similar to type 5 but end of cylinder Is pointed. ., CONFURM5 4i • 6 ..r*E .. N/A N/A ...., DATERECD ':5041611:•• 11-02-09 RECO IN LAB By: r Bob/Dave DispEcToR E Gann/ MU) : .:IN: - oP c .. . Smith ,. . ..7*EPORT.SHAII MOT:BENEpRODUCEDIEXCEPT,IN.PULL, WITHOUTith...EINRITTENAPpFNIVAL-op,Tmp'emes ' - •raw "444 liv_no CONSTRUCTION TESTING LABORATORIES, INC„ EJ 1202 East "D" Street, Suite 101, Tacoma, WA 98421 www.ctlwa.com Telephone (253) 383-877E Facsimile (253) 383-2231 CONSTRUCTION TESTING LABORATORIES,INC. FIELD REMARKI NOV 0 2009 COMMUNITY DEVELOPMENT CLIENT JORGENSEN FORGE P 5K PRESS MANIPULATORJOUNDATION PRWE s Z ----- 853.1-East - Mar4Tria7 Way South, Seattle Gig Harbor, WA Phoenix Construction CONTRACTOR JOB ORDER II N/A givalwaEi WORK N/A ORDER* 1202 East "D" Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383-8778 Facsimile (253) 383-2231 www. ctlwa corn N/A DATE SPECIMEN IS) DELIVERED TO CIL REPORT NUMBER PROJECT NUMBER PURCHASE 11762 CONTRACT N/A ORDER NUMBER VRETE SPE C IMEN Date specimen (s) cast: 10-27-09 12 - 4" x 8" cylinder samples WORD: DOCUMENT / FIELD SAMPLE PICK-UP REPORT PROFILE / C. Albright I cc: FILE & MAIL DIST. LIST. S SOIL / AC , E)ate'speciMen(s) obtained: N/A Concrete ambient temperature (in curing box) at the time of pick up = N/A °F High Temp. = N/A °F Low Temp. = N/A °F 10-28-09 02 3829 REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITHOUT THE WRITTEN APPROVAL OF CONSTRUCTION TESTING LAB REPORT PERTAINS ONLY TO THE MATERIAL TESTED (rev. 11-07-08) Concrete spec imens east above Were Stored in an insulated curing box for proper Initial curing at the Job site. SPECIMEN (5) DELIVERED and/or PICKED E. Gann/ c aa UP BY INSPECTOR CONSTRUClifft , .` DATING LABORATORIES INC. FR CLIENT PROJET nut ,O ADDRESS NOV 0 9 200 COMMUNITY DEVELOPMENT CLOUDY FOGGY EPI NGOOgjai COVERED AREA 58 F - 14:00 Oct. 27, 2009 01 3829 GENSEN FORGE.---/ 5K.PRESS FOUNDATION 8531 East Marginal Way South, Seattle Phoenix Construction N/A N/A 202 East "D" Street, Suite 101, Tacoma, WA 9842 WWw.GTLWA.GONI Telephone (253) 383 -877, Facsim (253) 383 -223 11762 !T No. ..,:I I arrived on the jobsite to perform special inspection, and /or field testing for today's concrete placements. The contractor placed approximately 95 yds. concrete (6 sack cement mix, 4000 PSI, mix #6000 -A) for the bottom lift of the 5K press manipulator foundation. All reinforcing steel is Grade -60, clean, properly placed and lap spliced to conform to approved jobsite plans. The concrete has been placed at a slump ranging between 4" to 51/2" throughout today's place- ments. I cast two sets of six each 4" x 8" concrete cylinder samples for compressive strength testing, to represent today's placements. See today's sample test report for results. Test specimens cast today is stored in an insulated curing box for proper initial curing at the jobsite. HA1.4 NOTB !TIN PULL, WITNO tITTEN N/A PROVAL OF CONS N/A ON TESTING LAD, INC. REPORT PTRRTATNS O DATE RECD: 10 -28 -09 N/A Stnzth i i. Detter i ch Y1OTIIB'MAtERIALYEaTED'I 5A41.2008 CONSTRUCTION TEMEMORATORIES, INC. NOV 0 ' 2009 COMMUNtTi DEVELOPMENT RETE .. x8) C YLINDER [ASTM C -39 I AASHT PROTECT PROIECV ADDRESS CONTRACTOR WORK ORDER NO.^ FORM INSPECTED FIELD REMARKS METHOD. OF PLACEMENT CONCRETE SUPPLIER LOCATION OF PLACEMENT LOCATION SAMPLED SACK MIX DATA ADMIXTURE TEMPERATURE NUMBER SPECtSJ CAST '. 1A 1B 1 C 1D 1E IF FIELD REMARKS LAB REMARKS OFFICE REMARKS DATE RECD IN LAB. RIEPORt SI JORGENSEN FORGE j gar 5K PRESS MANIPl/6 5K PRESS MANIPU� OR FOUNDATION 8531 East Marginal Way South, Seattle Phoenix Construction Yes N/A See field inspection report for information on Pump Truck STONEWAY Bottom lift of manipulator foundation. SW corner. 6 CEMENT 1 I / II MIX # 6000-A ADVA 57 - 6 - 9 -5558 9 -5559 9 -5560 9 -5561 9 -5562 9 -5563 EL EST N/A TYPE 1 Reasonably well formed cones on both ends, less than 1" of cracking through caps N/A N/A 10 -28 -09 L NOT BE REPRODUC RDER NO AMOUNT AIR TEMPERATURE TIME SAMPLE Oct. 30, 2009 O HOLD TYPE 2 Well formed cone on one end, vertical cracks running through caps, no well defined cone on other end. RECD IN LAB BY: :. ORTAR TYPE N/A 11.3 ozs. /yds 59 13:15 .231' N/A TYPE 3 Columnar vertical cracking through both ends, no well formed cones. Bob / Dave FT IN FULL, WITHOUT THE WRITTE 28 HR SIZE AGO, RE FERNCE ORDER NO. TRUCK NUMBER TICKET NUMBER NSPECTOR 3 /4 ADMIXTURE TYPE 4 Diagonal fracture with no cracking through end. N/A 12.56 in ' 4 Nov. 2, 2009 6 12.56 in ' 4 Nov. 3, 2009 7 12.56 in Nov. 24, 2009 28 PROYAL OF THE CONST. TESTI 1202 East "D" Street, Suite 101, Tacoma, WA 98421 www.ctlwa.com Telephone (253) 383 -8778 Facsimile (253) 383 -2231 N/A 437 187444 DATE OF INSPECTION BUILDING PERMIT NO. REPORT NUMBER PROJECT NUMBER METHOD OF CONSOLIDATION ESTIMATED OF YARD(S) PLACED S 4 "x8" 411 appli bie). FIELD TESTS' ,►,�i� NOT 2 TYPE 5 Side fractures at top or bottom (occurs commonly with un- bonded caps) E. Gann / caa Yes ENSt;0 ORATORIES (rev. 11 - 07.06) N/A REBAR INSPECTED orms and reinforcement steel placement. Vibration 4 WEATHER DESIGN SrkENTH REQUIRED AMOUNT TYPE 6 — Similar to type 5 but end of cylinder is pointed. Tie Oct. 27, 2009 IU 95 PORT PERTAINS N/A 01 3829 AIR % Inside 4000 47110 72930 78820 N/A 41,, T -1.52 01 11762 YRD(S N/A D. Smith 3750 5810 '. 6280 09 TO THE MATERIAL TESTED CONSTRUCTION TES191s104FABORATORIES, INC. PROD TITLE PROJECT ADDRESS CONTRACTOR 'ORDE NO. FORM INSPECTED FIELD REMARKS OF PLACEMENT CONCRETE SUPPLIER N I LOCATION OF PLACEMENT CONCRETE NUMBER SPEC(S) CAST 'If>I.NO t 2A 2B 2C 2D 2E 2F FIELD N/A REMARKS- REMARK, N/A OFFICE, N/A REMARKS DATE RECD IN LAB. NOV 0 (' 2009 JORGENSEN FORGE 5K PRESS MANIP.ULA • ' FOUNDATION 8531 East Marginal Way South, Seattle Phoenix Construction Yes N/A ORDER 1202 East "D" Street, Suite 101, Tacoma, WA 98421 www.ctlwa.com Telephone (253) 383 -8778 COMMUNITY Facsimile (253) 383 -2231 L ri19,OP N/A REBAR INSPECTED See field inspection report for information on forms and reinforcement steel placement. Pump Truck STONEWAY Bottom lift of manipulator foundation. LOCATION North ed.e 30' East o West end. SAMPLED CEMENT 6 CEMENT I / MORTAR SACK MIX # 6000-A 'MIX DATA ADMIXTURE ADVA AMOUNT - 6 - 9 -5565 9 -5566 9 -5567 9 -5568 9 -5569 TYPE 1 Reasonably well formed cones on both ends, less than 1" of cracking through caps 10 -28 -09 WI SHALL NO .REPRODUCED AIR �un PERATURE PLED B 9 - 5564 Oct. 30, 2009 Nov. 2, 2009 Nov. 3, 2009 TYPE 2 Well formed cone on one end, vertical cracks running through caps, no well defined cone on other end. RECO IN LAB BY PT1N PULL, N/A 11.3 ozs./ ds3 ADMIXTURE N/A TRUCK NUMBER 14:10 TIC HR NUMBER Nov. 24, 2009 28 28 HOLD H 1' Sf A [M:C- 1 ±�C- C 064 Of applicable), I ELD' ESTS A l 0 :' TYPE 3 Columnar vertical cracking through both ends, no well formed cones. Bob / Dave UT ,- THE WRTI TEN APPR SIZE AGG. REF ERNCE ORDER NO AGE % AREA'.` 3 ' BREAK E t 7 3 12.56 in 4 4 "x8" 12.56 in 12.56 in PECTOR ;INS 3/ )) TYPE 4 Diagonal fracture with no cracking through end. 'EI N/A 453 187487 BUILDING PERMIT NO. REPORT NUMBER PROJECT NUMBER METHOD OF CONSOLIDATION ESTIMATED OF YARD(S) PLACED:. SLUMP TYPE 5 Side fractures at top or bottom (occurs commonly with un•bonded caps) E. Gann / caa E if Li if Yes N/A Vibration 5 WEATHER DESIGN STRENTH TYPE 6 — Similar to type 5 but end of cylinder is pointed. AMOUNT 95 N/A AIR % Inside 01 3829 4000 N/A 11762 N/A T-3 D. Smith YRD(S PSI 48940 3900 71145 ••• 76005 1 6050 'PORT PERTAINS ONLY TO T HE MATERIAL TESTE 77C SIVE!) CONSTRUCTION TESTING LABORATORIES IN � C. co�nnnuNtT�tr 1202 East "D" Street, S ut t "101, Tacoma, WA 9842 www.ctlwa.com Telephone (253) 383 -877+ Facsimile (253) 383 -223 CLIENT PROJECT TITLE PROJECT. 8531 East Marginal Way South, Seattle ADDRESS CONTRA CTOR_ WORK NO. _ INSPECTED FIELD REMARKS METHOD OF PLACEEMENT CONCRETE SUPPLIER LOCATION OF PLACEMENT LOCATION SAMPLED ........ ............._._............... _ CONCRETE '. TEMPERATURE NUMBER SPEC(S) CAST IC ID 1E IF NOTE:': FIELD REMARKS B.R AK. TYPE DATE RECD JORGENSEN FORGE 5K PRESS MANIPULATOR FOUNDATION Phoenix Construction Yes N/A See field inspection report for information on forms and Pump Truck CA Vibration STONEWAY Bottom lift of manipulator foundation. SW corner. CEMENT - :.CEMENT : �/� �( TYPE I /II MIX DATA '•'I" # 6000 A ADMIXTURE - ADVA CY O ' IA 9 -5558 1B 9 -5559 N/A B 9 -5560 9 -5561 9 -5562 9 -5563 FIELD:TESTS' N/A TYPE 1 Reasonably well formed cones on both ends, less than 1" of cracking through caps N/A 10 -28 -09 corNTRacT., ORDER' NO. AMOUNT AIR TEMPERATURE TiME': SAMPLED ATE;TESTEDw Oct. 30, 2009 Nov. 2, 2009 Nov. 3, 2009 Nov. 24, 2009 M C -31, C HOLD TYPE 2 Well formed cone on one end, vertical cracks running through caps, no well defined cone on other end. MORTAR TYPE N/A N/A 11.3 ozs. /yds 59 9J 13:15 ! „ 28 28 TYPE 3 Columnar vertical cracking through both ends, no well formed cones. 'REFERNCE „ORDER NO SIZE AGG. ADMIXTU TRUCK NUMBER TICKET NUMBER 3/ » 12.56 in 4 12.56 in 4 12.56 in 31 8(;C- 10 = (if applicable):: TYPE 4 Diagonal fracture with no cracking through end. RECD IN LAB BY: Bob / Dave INSPECTOR REPORT SHALL NOT rSE REPRODUCED EXCEPT IN FULL,, WITHOUT THE WRITTEN APPROVAL OF THE CONS N/A N/A 437 187444 *:AREA ir 12.56 in 1 4 12.56 in 4 ELDT'E REBAR INSPECTED reinforcement steel placement. DATE OF INSPECTION BUILDING PERMIT NO. REPORT NUMBER PROJECT f: NUMBER ESTIMATED DF YARD(S) PLACED SLUMP TYPE 5 Side fractures at top or bottom (occurs commonly with un- bonded caps) E. Gann /caa Esta41:18OR117Oit1ES (r WEATNER DESIGNETREKTH REQUIREDi. DftitEIVS(6N 4 " x 8" H ff Yes N/A 4%" AMOUNT TYPE 6 — Similar to type 5 but end of cylinder is pointed. Oct,,.27, 2009 1309-194 01 3829 95 AIR % Inside 4000 1 £ 1TOTALILOAD -5, 47110 72930 78820 100100 98950 11762 N/A N/A D. Smith YRD(S PSI PSI 3750 5810 6280 7970 7880 41T 152 & T-309. RESULT (S) STATUS .L CONFORMS 4IX 411). "REPORT PERTAINS ONLY TO ' THE MATERIAL TESTED --.: CON CRETE (4x8) cyLINDER[AsTolc49tAAslit6T-0 :: CONCRETE INSPECTION -& TEST REPORT ::,.‘:':':-,„, , 0 , . . - H' :., 2 .,, s , n i , 4 _j_l_. •.% 4 S - 1 PIN if.i(;) 1 AL itikt. . CLIENT - JORGENSEN FORGE . , INN tai!EctioN... . . - - ' BUILDING PERMIT NO .; REPORT. 1- ' . "NUMBER - . ***km . NUMBER .. -Oct. 27, 20 PROTECT 5K PRESS MANIPULATOR FOUNDATION D09-194 TITLE N/ PR° ADDRESS 8531 East Marginal Way South, Seattle ou .' 01 ... iDiri . Phoenix Construction ., . 3829 . • t WORK . , - ORDER NO: N/A 1,: . CONTRA_CT. . . ORDER NO. `-t N/ A. : • REFERNCE : . . 0RDER No. :•: I N/A . . r'ORDER IV N/A ; 1176 FORM ittsm.mq. ' METHOD OF PIACEMENT CONCRETE . SUPPUER Yes REBAR - - INSPECTED . See field inspection report for information on forms and reinforcement steel placement. PU MI3 Truck .. im i e s pi , OD or . : ... Vibration STONEWAY , .uotro . F .'YARD(S) RAW 95 TKIKS - _ Bottom lift of manipulator foundation. . Locum( • OF PLACEMENT • SAMPLED North edge 30' East of West end. cEmENr ' ,.frux- DATA . '.• A P"PC TUR g ' .-...: .A. . 6 CT j - I/II i MORTAR -. TYPE N/A 7 size AGA 3 / " 4 SLUMP -. - - - - Airt % j N/A % MIX # 6000-A AD VA . . Af4Ufrr: . 4 . 11.3 ozs./yds AD'''`IiiitE N/A , - moon. .: N/A k CONCRETE - TEMPERATURE . . NUMBER SPEC(S) CAST 57 - 6- F i AIR 1 TEMPERATURE 1 . TIME : SAMPLED 58 14: 10 : TRUCK of • NUMBER r : "`" HR I NUMBER 453 187487 , WEATHER DESIGN STRENTH REQUIRED Inside 4000 I CYIC.NO: ' ° :3.1%13 NO ..:'. ::' i - ., '::: DATE TESTED *: .' :, ' AGE,'. .- , :*: BREAK TYPE. ' i. . - DIMENSIONS - ::: . TOTAL LOAD :.. f` ,' • PSI 2A 9-5564 Oct. 30, 2009 3 12.56 in 4 4" x 8" 48940 3900 2B 9-5565 Nov. 2, 2009 6 12.56 in 2 3 a 71145 5660 2C 9-5566 Nov. 3, 2009 7 12.56 in 2 4 g 76005 6050 2D 9-5567 Nov. 24, 2009 28 12.56 in 4 . 100510 8000 2E 9-5568 6. 28 12.56 in 4 101835 8110 2F 9-5569 HOLD H NOTE:- 'fIELDIESTSTASTIVI C-143, C 231. C-1064 (! applicable). FIELD.TESTS'AASTHI37-234T1119iTT1414t15 FIELD REMARKS N/ A ':' :r BREAK r 4 ' TYPE '''' ,.. , , ‘'; '. . ,;::::, , : ,.,.:•. - :- 1 ' .1 :, :i F ;,..• ,..;,..„' TYPE 1 Reasonably well formed cones on both ends, less than 1" of cracking through caps N/A TYPE 2 Well formed cone on one end, vertical cracks running through caps, no well defined cone on other end. TYPE 3 Columnar vertical cracking through both ends, no well formed cones. TYPE 4 Diagonal fracture with no cracking through end. TYPE 5 Side fractures at top or bottom (occurs commonly with umbonded caps) TYPE 6— Similar to type 5 but end of cylinder is pointed. CONFORMS 41111. ..,_ ja.... 634ARKs ... : OFFICE- ,„.. N / A DATE RECO IN LAB. 10-28-09 --- -------- RECD IN LAB BY: __ Bob/Dave INSPECTOR E. Gann/ caa _...... D. Smith :, •,. tivu tel 3 0 2009' CONSTRUCTION TESTING LABORATORIES, INC.,vr 1202 East "D" Street, Suite 101, Tacoma, WA 98421 www.ctlwa.com Telephone (253) 383-8778 Facsimile (253) 383-2231 , WITHOUT THE WRITTEN APPROVAL OF THE CONST. TESTING LABORATORIES (rev. 11.01.08) REPORT PERTAINS ONLY TO,THE MATERIAL TESTED, •Vuum Mieton knit eirktivi IS I aocD� • � • G - � Ton�itY ---- p SEPARATE PERMIT REQUIRED FOR Iod northing Gas POMO ' City of Tukwila BUILDING DIVISION 01:1I Leb 1 Rattno REVISIONS No of dtanges v shall prio ppto the serve Tukwila Building Divi; NOTE Revisions require a new plan and may indude additional plan review few • C OA) 57 Ruc T(oa) /42EM FILE COPY Permit No. 17 ' t qi4 Plan review approval is subject to errors and omissions Approval of construction documents does not authoriz the violation of any adopted code or ordinance. Recei of approved Field Copy and conditions is acknowledge( By iY2'1 Date:. A s rid City Of Tukwila BUILDING DIVISION tO9 1H REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 3 2009 As City of tkwiIa UILDING DIVISION RECEIVED SEP 15 2009 PERMIT CENTEFr SPECIAL INSPECTION SCHEDULE ESTABLEMED PER 2006 Biz SECION 109 & CNAPTER 17 tfEY WOWS DEPECION PRaa IISPEC1nN COIOE9IA Soh Oral% esamtbn a a By Ceotednkd 6ghes Fnd foundation prepoatiis By Geotedrrdcd Engines Cossets ReMorrig plotenwnt x Prepaatica of test amines x Canada *cement X Embedded plotes X Wig x rr Meng of adnas not studs x Plate welAeg x N 5 0 6 B S ct N 0 i n 0 STRUCTURAL NOTES GENERAL Design Coda All design and construction shall conform to the requirements of the International Building Code, 2006 Edition. Submittals: Shop drawings shall be submitted to the Engineer prior to any fabrication or construction for all structural items, including the following: concrete reinforcement, steel framing, and embedded steel items. Additional items to be submitted for review are indicated throughout the drawings. Existing Conditions: The Contractor shall verify all levels, dimensions and existing conditions in the field before proceeding with any demolition or construction. The Engineer shall be notified of any discrepancies or field changes and the Contractor shall obtain direction from the Engineer before proceeding. Dimensions of existing conditions marked as (REF) may be based on record drawings and are to be field verified by the Contractor. Construction: The Contractor shall be responsible for all construction safety, methods, techniques, sequences, or procedures required to perform the work. GLAMA MANIPULATOR REFERENCE D Manipulator Loading, 17910/B.00.0/3 dated 8/29/ GSM 250/500WP, 17919 /0.00.0 /0, dated 9/15/08 GSM 250/50OWP, 17919/0.00.0/1, dated 9/15/08 FOUNDATION DESIGN LOADS Manipulator Fork Lift 35.8K 35.S( 6K DEAD LOAD/FAIL 2.46' 1714' MAX DL + LIVE LOAD/RAIL (INCLUDES DYNAMIC IMPACT FACTOR OF 2.0) 2.46' 1 35K axle load 96' The concrete slab under the 2 inch steel plates has been designed for a mobile manipulator with a 97 kip axle load with dual wheels (4 tires total). 15' 97K axle load 10' 60' ""REVIEWED FO CODE COMPLIA MANIPULATOR CENTERUNE The centerline of the manipulator tracks and foundation is shown on the Foundation Plan as being 18' -2 1/2' from and parallel to Grid D. The final centerline position and orientation shall be field established by the Contractor relative to the two columns of the 5000 ton press. The centerline shall be centered between the columns. The Contractor shall provide Jorgensen with a field survey that demonstrates how the location and alignment of the centerline was established. Construction of the foundation shall not proceed until the centerline location and alignment has been approved by Jorgensen. The Contractor shall maintain all centerline monumentation during construction. If the monumentation is disturbed during construction, the centerline shall be re- established to Jorgensen's satisfaction at no additional cost DEMOUTION Demolition of existing slabs and foundations shall be as shown on Drawings D1 through D3. SHEET PILES CS 55 sheet pies (minimum I = 15.00 in4) shall be driven along the east side of the excavation to keep from undermining the existing rail slab. The sheet piles shall be driven o minimum of 17 -0' below the existing floor level. Sheet piles shall remain in place. CONCRETE City of Tukwil BUILDING DIVIS FOUNDATION SOILS Geotedhnical Data Geotedmicd data is based on the Geotechnical Design Requirements Memorandum by Anchor Environmental, LLC. dated January 16, 2009. Design parameters: Allowable bearing pressure, 3,000 psf (Includes a factor of safety of 3.0). Vertical modulus of subgrade reaction, k = 90 poi. Sheet Pie Groundwater Table (GWT) at 12' below top of slab. AbStriga BAILS K. = 40 PCF K. = 19 PCF K 267 PCF (with a 1.5 FS) K 130 PCF (with a 1.5 FS) Construction Requirements: Excavate existing materials to accommodate the new foundations and structural fill. Compact the subgrade in accordance with the peeera.., ,idations of the Geotechnical Design Requirements Memorandum. to placing the structural Ill, the subgrade shall be inspected by the nical Engineer for soft spots. Local soft spots shall be excavated 12 inures, the subgrade compacted, and filled with compacted fill. APPROVED Excavated material shall be stockpiled at o designated location on the Jorgensen property. Excavated material will be disposed of by the Contractor. SEP 2 3 2009 Structural fill shall be provided, placed and compacted in accordance with the recommendations of the Geotechnical Design Requirements Memorandum. etc work shall conform to all requirements of Chapter 19 of the Intonational Code. Woe The concrete strength shall be verified by standard 28-day 120.6K ._. -__. - strength tests (2 cylinder breaks per strength test). Concrete for cylinders and 120.6K 56.6K slump tests shall be taken at the discharge end of pump fines. Concrete mixes shall conform to the following requirements: Concrete strength at 28 days, 4,000 psi. Maximum cement content 5 socks (470 lbs). Maximum, water/cementitious materials ratio = 0.40. Maximum aggregate size = 1 1/2 in (2 inch cover). Concrete shall not be air entrained. Due to the dimensions of the concrete foundation pours, heat build-up th the concrete Is an Important consideration In selecting the concrete mix design. The concrete supplier shall provide a concrete mix that Is designed to minimize the heat build-up In the concrete after it Is placed in the forms. Factors such as the use of large aggregate, type 11 cement, fly ash, and using cold mix water should be considered. As fly ash can retard the early strength of the concrete, an acceptable mix shall produce • minimum strength of 2,000 pal at 7 days. Mix Design: The Contractor shall submit o concrete mix design for approval 2 weeks prior to placing any concrete. The mix design shall be based on field experience or trial mixtures in accordance with the provisions of Section 5.3 of the American Concrete Institute 'Building Code Requirements for Structural Concrete', AD 318-05. The concrete under the Y steel plates shall be smooth trowel finished The contractor shall remove any high spots under the steel plates greater than 1/8' as measured with a 10' straight edge. Exposed concrete shall be finished with a medium broom finish. Sloped surfaces shall be broomed perpendicular to the slope. Curing The concrete foundation shall be moist cured for o minimum period of 7 days by sealing the surface with two coats of curing compound (ASTM C 309, Type 1). The curing compound shall be placed in accordance with the manufacturers written instructions. The application rate shall not exceed 200 square feet per gallon. A second coat shall be placed at right angles to the fist coat to ensure complete coverage. After the final application of curing compound, the foundation shall be covered with white polyethylene film meeting the requirements of AS111 C 171 for the remaining curing period. Joints in the film shall be lapped a minimum of 6 inches and taped. Care shall be taken to avoid any tearing the film during placement Any tears in the film shall be repaired by lapping additional film over the tear and taping in place. REINFORCING STEEL Deformed Bars: ASTM A 615, Grade 60 Deformed Bar Anchors (DBA): ASTM A 496 Reinforcing Supports: Reinforcing supports shall be in accordance with Concrete Reinforcing Steel Institute Manual of Standard Practice, MSP -2 -01. Epoxy coated or plastic bar supports will not be allowed. Reinforcing Lap Spliice% Lap splices shall be a minimum of 60 bar diameters. Reinforcing Cover. Concrete cover over reinforcing shall be a minimum of 2 inches on all surfaces, except the cover on the bottom of slabs and foundations shall be a minimum of 3 Inches, UNO. ADHESIVE MORTAR: The adhesive used to anchor reinforcing, smooth bars or threaded rods to existing concrete shall be Hilti HY -150 adhesive mortar or an approved equal. Installation, inducing drilling holes in the existing concrete, shall be in accordance with the adhesive manufacturers written instructions. STEEL Steel design, fabrication and erection shall conform to the requirements of Chapter 22 of the International Building Code. Materials: Wide Flange : ASTM A 992 Pit Cover Plates : ASTM A 572, Grade 50 Steel Angles, Rods and Plates: ASTM A 36, UNO Welded Headed Studs (WHS): ASTM A 108 Anchor Bolts: As supplied by the manipulator manufacturer Welding Electrodes: 70 ks4 low hydrogen Welding: AU welding shall be in conformance with American Institute of Steel Construction (AISC) and American Welding Society (AWS) standards and shall be performed by AWS/WABO certified welders. Only welds that are prequolified, as defined by AWS, or qualified by testing shall be used. Shop drawings shall show all welding with An 02.4 symbols. Steel Plate A 2 inch thick steel plate shall be set on the top of the concrete slabs as shown on the Drawings. The Contractor shall submit a plate placement plan to the Engineer far approval that shows the location of all individual plates. Provide a minimum of 4 plate pins per individual plates. EXPANSION JOINT MATERIAL Preformed expansion joint filler shall conform to ASTM D 1751. INSPECTION SCHEDULE NOTES 1. The items checked with an 'X' shall be Inspected in accordance with IBC Chapter 17 by a certified special inspector from an established testing agency. For material sampling and testing requirements, refer to the structural notes and the notes below. The testing agency shall send copies of all structural testing and Inspection reports directly to the Engineer, Contractor and Building Official. Any materials which fail to meet the project specifications shall immediately be brought to the attention of the Engineer. 2. Special inspection is not required for work performed by an approved fabricator per BC Section 1704.2.2. 3. Continuous special inspection means that the special inspector is on the site at all times observing the work requiring special inspection (IBC 1702). Periodic special inspection means that the Special Inspector is on site at time intervals necessary to confirm that all work requiring special inspection is in compliance. 4. All welds shall be visually inspected. STRUCTURAL DRAWING ABBREVIATIONS AB ADDI. ADJ AGO AFF ANCH ARCH B BLDG BU( BM BOT BRG BSMT BTWN BUR C CAP GB CC aP CJ CL G CUT CMU COL CONC CONN CONST CONT CONTR COORD CP CTR CY DB DBA DBL DET DF DIA DIAG DIM DKG DO DN DWf DWG DWL EA EF a ELECT ELEV EMBED EO EQUIP EW EX EXP EXT FD FDN FN FLG FIR FS FT FTG GA GB GALV GEN a GOVT GR GYM HE HGR HK HORIZ HP IBC HSS IE IF Anchor Bolt Additional Adjustable Aggregate Above Finish Floor Anchor Architectural Bottom of Building Blocking Beam Bottom Bearing Basement Between Built -Up Roofing Camber Capacity Concrete Beam Center to Center Cast in Place Construction or Control Joint Centerline Ceiling Clear Concrete Masonry Unit Column Concrete Connection Construction Continuous Contractor Coordinate Complete Penetration Center Cubic Yard Divider Beam Deformed Bar Anchor Double Detail Douglas Fr Diameter Diagonal Dimension Decking Ditto Down Deformed Wire Fabric Drawing Dowel Each Each Face Devotion Electrical Elevator Embedment Equal Loch W t EE�ists��n ELY Existing error Floor Drain Foundation Finish Flange Floor Far Side Feet Footing Gage Bean Galvanized General Glued Laminated Beam Government Grade Gypsum Wall Board Hem -Fr Hanger Hook Horizontal High Point Hollow Structural Section International Building Code Inside Diameter Invert Elevation Inside Face DRAWING LIST 51 STRUCTURAL NOTES 52 FOUNDATION PLAN 53 CONCRETE SECTIONS 54 CONCRETE SECTIONS S5 CONCRETE SECTIONS S6 STEEL FRAMING PLAN S6A STEEL PLATE PLAN S7 STEEL FRAMING SECTIONS 58 STEEL FRAMING SECTIONS S9 MISCELLANEOUS STEEL DETAILS IN INT JST JT K KSF KSI LF WI U-V LP LVL MAX MECH MIN MISC MOM NDT NIC NOM NO NS NTS GC 00 OF OPNG OPP P PC PEN POP PL PLWD PNL PP PS PSI PSF PT PWT R RD REINF REF REM REQ'D RO RND RTN SC SCHED SECT SHT SIM SOG SP SPEC SO SS STD STIFF STIRR Sn STRUCT SUP? SY" T/ Inch Interior Joist Joint Kip (1,000 lbs.) Kips Per Sq. FL Kips Per Sq. Inch Lineal Foot Long Leg Horizontal Long Leg Vertical Low Point Laminated Veneer Lumber Maximum Mechanical Minimum Miscellaneous Moment Non Destructive Testing Not in Contract Nominal Number Near Side, Nonshrink Not to Scale On Center Outside Diameter Outside Face Opening Opposite Post Piece Precast Penetration Plan Dimension Point Plate, Property Line Plywood Panel Partial Penetration Prestressing Pounds Per Sq. In. Pounds Per Sq. Ft. Point Prefabricated Wood Truss Radius Roof Drain Reinforcing Reference Dimension Remain(der) Required Round Opening Return Schedule Section Sheet Senior Slab -on -Grade Space Specification Square Stainless Steel Standard Stiffener Stirrup Steel Structural Support Symmetrical Top of T&B Top and Bottom T&G Tongue and Groove THK Thick(ness) THRU Through TRANS Transverse TIP Typical UNO Unless Noted Otherwise VERT Vertical W/ With Wood Wf Wide Flange WHS Welded Headed Stud W/0 Without WP Work Point WE Structural Tee WWF Welded Wire Fabric S10A EXISTING PIT FRAMING MODIFICATIONS 511 PIT COVER PLATE DETAILS 512 ANCHOR BOLT BLOCK -OUT PLAN D1 DEMOLITION PLAN D2 STEEL FRAMING DEMOLITION PLAN D3 DEMOLITION SECTIONS 510 NEW PIT FRAMING ISSUED FOR CONSTRUCTION 0 s PEE VI 0 rE WED 15 200 IT CENTE cn cc Q C O 0 O Z W u- m cc O 0 LL z g W d. W Z < CC 2 O PROJECT NO.: 107026.70 SCALE: AS SHOWN DATE: B/25/09 SHEET NO Si a EX TOOL DEVICE 8'- 9#(REF) 2' P1. ON TOP OF 18' CONCRETE SLAB 15- O'(REF) 21'- 61REF) 1 EX CRANE FOUNDATION 11' -o W12 SUPPORT UNDER NEW MANIPULATOR BEAM (2) LOCA S. SEE DETAIL 6 30'- O'(REF) :41C. KIGX 'SMALL FOUNDATION PLAN SCALE:1 /4` =1' -o EX CRANE FOUNDATIOF 30'- O'(REF) 62' -9' UMW CODE REVIEWED FOR COMPLIANCE APPROVED SEP 2 3 2009 City of Tukwila BUILDING DIVISION RECEIVE ID SEP 15 2009 PERMIT CENTEE o p _ NOTES: 1. SLOPE FLOOR SLABS AS REQUIRED TO MATCH EXISTING SLABS. 2. FOR LOCATIONS OF NEW TRACK ANCHOR BOLT SLEEVES SEE U/S12. 3. THE MANIPULATOR TRACK STRUCTURE IS SHOWN SCREENED FOR INFORMATION ONLY. THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL TRACK DIMENSIONS WITH CLAM PRIOR TO CONSTRUCTION. 4. ANCHOR BOLTS FOR THE TRACK STRUCTURE ARE NOT INCLUDED IN THESE DRAWINGS THESE ANCHOR BOLTS WILL BE POST INSTALLED BY THE MANIPULATOR MANUFACTURER. 5. CJ INDICATES SLAB CONTROL JOINTS. SAW 2 DEEP. 6. TOP OF RAIL AND TOP OF FOUNDATION SET 4' ABOVE TOP OF COSTING PLATEN. SEE H /S6 ISSUED FOR CONSTRUCTION z 0 z 444444 VJ W Z CC 0 0 0 0 Z L O CC Et 0 0 LL F_ Z W c wz 0 < c CC G 0 PROJECT NO,: 107026.70 SCALE: AS SHOWN DATE: 8/25/09 SHEET NO. S2 0 0 0 i 0 14 5' -3' (REF) 4 0 pp 11 1/2' 1- u CL EX PRESS CL MANIPULATOR 11 1/2' /7 0 11 1/2 (70111/21 o =11 =11 =11 =E =..n 14 0 11 1/2' n 3/4' EXPANSION JOINT, TYP 10 (6) 16 (12) 16 ( fa 9' CONC SLAB W/ f 0 12 0C EA WAY, TYP EX 9' SLAB APPROX EXCAVATION OMITS EX 9' SLAB STRUCTURAL FILL APPROX EXCAVATION OMITS STRUCTURAL FILL 9' SLAB CL RAIL j4 0 11 1/2' LI 1 f4 0 SEE NOTE 2 STRUCTURAL FILL EX TIMBER PILES SECTION AT FOUNDATION SCALE: 3 /4' =1' -0' • 11 .I •x NOTE 2 VJ �av�wriz u =n =. E 6 x36' -0' =11=11 N (B) 6 CONT ` \ (12) 11 CONT /4 0 5 3/4' 15'-6' STRUCTURAL FILL EX TIMBER PILES IWOR CL EX PRESS CL MANIPULATOR 2' PL (6) SECTION AT FOUNDATION SCALE: 3/4' =1 -0' 1 n 0 14 0 11 1/2' f4 0 x 5 1 3/4' SEE NOTE 2 CL RAIL 3/4' EXPANSION JOINT, TYP 5-0't 9' SLAB NOTES: 1. SEE A/S3 FOR DETAILS NOT SHOWN 2. SPACING OF SHEAR REINFORCING FROM EAST FACE OF EXISTING PIT WALL FOR A MINIMUM DISTANCE OF B' -0' TO THE EAST TYP /5x18' DOWEL 0 12'OC, TYP 0 EX SLAB. GROUT HORIZONTALLY INTO EX SLAB WITH ADHESIVE MORTAR, TYP EX 9' SLAB DRILL 3/4'0 HOLE IN EX SLAB, TYP EX 9' SLAB CL EX TRANSVERSE PIT WAIL (8) 11x14' -0' 9' -0' I 5 -0 ' WEST EAST REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 3 2009 City of Tukwila BUILDING DIVISInrg RECEIVED SEP 1 5 2009 PERMIT CENTEF ISSUED FOR CONSTRUCTION W Z cc Q a_ I' - O 0 O Z Ln W 0 o C'3 1z cc 0 Q LL Z g W rJ7� Z W Z CC O� PROJECT NO.: 107026.70 SCALE: AS SHOWN DATE: 8/25/09 SHEET NO. S3 EX 9 SLAB STRUCTURAL FILL EX 9 SLAB STRUCTURAL FILL 5-0 IS 0 5 3/4 5-0 I I II it II EX SHEET PILE WALL J I I 1' -5 '5011/2 r 1 I 2'-r 3' -9 f5 0 5 3/4' ALT PLACEMENT THIS SIDE ONLY 0 11 1/2 LY EX PIT WALL • DRILL HOLES 1.0x3' -6• 9�DEEP P 12 1/r 3' -9` (4) +4x1' -4` 0 c w I F m �N . II V CL EX PRESS CL MANIPULATOR SECTION AT FOUNDATION SCALE 3/4 -0` 3' -9 REINFORCING SYMMETRICAL ABOUT CL EXCEPT AS NOTED VA SECTION AT FOUNDATION SCALE 3/4` =1 -0` CL EX PRESS CL MANIPULATOR f 3' -9 REINFORCING SYMMETRICAL ABOUT CL f4 0 5 3/4• THIS SIDE ONLY 2' -r 1' -5 NOTE: 1. THIS SECTION APPLIES FROM EAST FACE OF EXISTING PIT WALL FOR A MINIMUM DISTANCE OF 9' -6 TO THE WEST. 2. STEEL FRAMING NOW SHOWN FOR CLARITY. 1' -s• NOTE. 1. SEE C /S4 FOR DETAILS NOT SHOWN. 3/4• EXPANSION JOINT, TYP STEEL SHIMS 0 EA BOLT LOCATION EX 1r SLAB L5x3x5 /8x7 -10 W/ (6) 3/4 BOLTS 0 16`OC (EQ SPA 0 ENDS) 5' -0`t 9. SLAB EX 9 SLAB EX FDN • • • EX TIMBER PILE MB SEE ED 1 0 4 NOTE TYPICAL REINFORCING NOT SHOWN FOR CLARITY PLAN AT BEAM SUPPORTS 0 SCALE 1 1/2 =1' -0` d (4) /4x1' -4' REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 3 2009 City of Tukwila BUILDING DIVISInn RECEIVED SEP 15 2009 PERMIT GENIE ISSUED FOR CON STRUCTION 0 VS s 2 444444 w c0 0 0 � LO D w0 CC fr 00 w � z � w Z wz < CC 0� PROJECT NO.: 107026.70 SCALE: AS SHOWN DATE: 8/25/09 SHEET NO. S4 0 .p : L•.. •i� EX SLAB — (5) SPA ■4 0 11 1 /2'OC 8) EX WALL DRILL 1'0x3' -6' DEEP HOLES SECTION AT FOUNDATION SCALE: 3/4 =1` -0" Wir 2" STEEL PL (IIIN 2 PL'S REQUIRED) 6' STRUCTURAL ALL SECTION AT 18• SLAB SCALE 3/4` =1' -0" SPACING OF STIRRUPS & CAPS 14' -0't /7 0 11 1/2 f1 (4) f6 (14) /7x7 -0` 0 12 0C ACROSS LENGTH OF EX PIT WALL i7 0 11 1 /2TfIC.I EX SHEET PILE 18" THICK CONC SLAB 0 12 "0C EA WAY T&8 N EX WALL 161 3' SECTION AT FOUNDATION SCALE: 3/4" =1' -0" III %- I ■ . - n - / -/- / -/ / - / ■- / - / ■- / -/ - •/- I i MP / - I i i -111 . -I1/- EX WALL 2 "OC ( 1 17 0 11 1/2 f1 (4) is (2) F -42 LOOP FERRULE INSERTS, 7/8' BOLT DIA 0 8" GAGE (CTR ON VERT W12) (6) 1 "ocLl EX 2 PI_ 2' PL 3/8' CLR, SECTION SCALE: 1 1/2 " =1` -0" SECTION AT FOUNDATION SCALE 3/4" =1' -0" L3 1/2x2 1/2x1/2 W/ 5 /8'0x6'WHS 0 12 O s2 EX RAIL SLAB (6) /4x6' -0" 0 8 HORIZ, CTR ON TRACK SLOT j40 n 12 IF" SHEET PILE NOTE TYPICAL REINFORCING NOT SHOWN FOR CLARITY FI R OcE OVED SEP 2 3 1009 City of Tukwila C BUILDING DIVISION RECEIVED SEP 15 2009 PERMIT CENTEF ISSUED FOR CONSTRUCTION 0 CI) W Z CC 0 O 0 O Z U) W W O CC cc 0 0 LL F Z g W c Z W Z 0 < CC 2 0 PROJECT NO.: 107026.70 SCALE: AS SHOWN DATE: 8/25/09 SHEET NO. S5 Aug 25, 2009 9:21om davidm 1. \107— \107026.70 (Jorgensen 5k Manipulator Foundation) \DESIGN \DWG \s1— s14.dwg 56 0) 9 0 JORGENSEN FORGE 5000T PRESS MANIPULATOR FOUNDATION STEEL FRAMING PLAN NO. 0 A A A A DATE REVISION 1710 Consulting Engineers 1201 Pacific Avenue, Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 Aug 25, 2009 9:21am davldm L• \107— \107026.70 (Jorgensen 5k Manipulator Foundation) \DESIGN \DWG \st— s14.dwg S6A 0 c Z C � C m O Z ca F m u m 4. r 1 o r a m r z 0 m CA m my C ▪ II" 37 IV C3 • ril v z Z ci aq Q MANIPULATO GL EX PRESS f a c a; t It It V C) JORGENSEN FORGE 5000T PRESS MANIPULATOR FOUNDATION STEEL PLATE PLAN NO. A DATE REVISION OW Consulting Engineers 1201 Pacific Avenue, Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 EX SHEET PILE WALL EX SHEET PRE WALL f EX PIT WALL EX PIT WALL 2' -r 3' -9' SHIM ��. 41Li' , n , h . r -r to- 7/16 7/16 D ( -8 3/4' 3' -6 1 /2'(REF) EX REAR GUARD ASSEMBLY t "_"`_`1`��`_`∎ L8x6 L8x8 SEE v SECTION AT STEEL FRAME SCALE: 3/4 " =1' -0' 4' -8 3/4' SHIM 1 8'x5 1/2x11' SEE NOTE 2 L8x8 SECTION AT STEEL BEAM SCALE: 3/4 " =1' -0" W18 a Ex PRESS CI. MANIPULATOR SW ABOUT CL O S6 CL EX PRESS CL MANIPULATOR S6 ( -8 3/4' 3' -6 1/2 "(REF) 2 PL (PLATE A) W18 W18 4' -8 3/4' 2 PI. (PLATE B) wiff r -r 2' -r PROVIDE A 3/4' EXPANSION JT BETWEEN NEW FDN & EX TUNNEL WALL (TWO LOCATIONS) 1 N---EX TUNNEL WALL \ 0 i / 5/16 5/16 D SHIM 3/4'x5 1/2x11 1/2' SEE NOTE 2 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 3 2009 City of Tukwila BUILDING DIVISION NOTE: RECEIVED SEP 15 2009 PERMIT CENTEF 1. CONCRETE REINFORCING NOT SHOWN FOR CLARITY. 2. ADJUST SHIM THICKNESS AS NECESSARY TO SET THE 2 PLATE LEVEL AT THE SPECIFIED LOCATION. ISSUED FOR CONSTRUCTION 0 z Q 141 1< C/) Z CC O 0 0 O Z w 0 CC cc OO LL F. z g w � C/) wz Q EC 2 O PROJECT NO.: 107026.70 SCALE: AS SHOWN DATE: 8/25/09 SHEET NO. S7 7 Cl PRESS yr r, F y , 1/2 (REF) EX SHEET PILE WALL EX PIT WALL 2' -r 3' -9 15' -2 EX 1" WEAR PL TOP OF NEW RAIL & FDN TOP OF PLATEN MMIL'� I\ "`� &. N ' I,% / / / // / / // // //1/ / /A / / / //// // / /I% / (PLATE B) %% %////////1 / // / / // // // ///VIVA///// / // / / / / / /////A// IW\i I////. I///// I/ I/// / / // / / / / / / / / / / / /I///// / / / / / / //i Aurdimik 3" SPACER PL \ NEW MANIPULATOR \.,,, \ / _ FOUNDATION \ / EX REAR GUARD ASSEMBLY (SHOWN IN EASTERN MOST POSITION) W18 FRAME — FASTEN NEW FRAME TO EX PLATEN W /(6) NEW BOLTS & WASHERS 0 EA CONNECTION (1 1/2 "0 x 3 1/2' GRADE 5 BOLTS W /6NC ' THREADS PER INCH) . 8' -7 1/2 10' -5" 3' -3 SECTION AT PLATE SCALE 3/4" =1' -O" CL EX PRESS CL MANIPULATOR CL BRG 3' -9 2• PL (PLATE B) S6 4 1/2" 2 PL (PLATE A) 3 -9 3 1/2 2' -r SECTION AT STEEL FRAMING O SCALE 3/4• =1' -O• S6 ,510 4' -6 11" -s 1/2 12 -r 3/e EXPANSION JT r EX TUNNEL ROOF j > CL BRG CL BRG W18 NOTE: 4 EX PIT WALL 1. CONCRETE REINFORCING NOT SHOWN FOR CLARITY. REVIEWED WED OR ODE COMPLIANCE APPROVED SEP 2 3 2009 City of Tukwila BUILDING DIVISION RECEIVED SEP 15 2009 PERMIT GENTEF 1 EX SHEET PILE WALL ISSUED FOR CONSTRUCTION z 0 N CC 0 O o Z D W 0 CC cc O 0 LL E Z g W Z W Z O < CC O � Z 0 U w . Z cc Li J w w U) PROJECT NO,: 107026.70 SCALE: AS SHOWN DATE: 8/25/09 SHEET NO. S8 CONC FOUNDATION OR SLAB 1/4 1/4 NI '11 �I \ 19 rl 5" OD HRS X 1/2" WALL MECHANICAL TUBING (HOT ROLLED SEAMLESS) 3/16 (2 )14x3 1/2x1/2 W/ 5/8'• WHS 0 18 0C (6" FROM ENDS) BAR 3/4x2 1/4 DETAIL SCALE: 1 1/2"=1'-0" DETAIL SCALE 3 " =1' -0" u ■ 3/8(5/16) AT 3/8(5/16) _ BAR L4x4x1/2 W/ 5/8'0x6' NHS 0 18 "0C (6' FROM ENDS) BAR 1/2x3 1/2 1/4 1/4 SIDE 1 3/4' BAR 3x2 1 7/8• 1 3/4" 2 1/4' a MANIPULATOR DETAIL SCALE: 1 1/2' =1' -0` CL PIN 2 'PL 2 1/e L4x4x1/2 W/ 5/8'0x6' WHS 0 18 "OC (6" FROM ENDS) 1/4" PL NOTE 1. PROVIDE A MINIMUM OF (4) PLATE PINS PER PLATE SS 7 -8 3/4' 20mm Pl. BY OTHERS 2 " PL (D.S4,57,58 (4) 1 /2'0x2 "WHS 0 90" 1/4" F -42 LOOP FERRULE, SEE • • • • /7 2' -10' NEW MANIPULATOR RAIL & BEAM (2 7/8'0 A325 BOLTS o r GAUGE DETAIL SCALE: 1 1 /2 " =1' -0" EX PLATEN (D,S7 4 EX PRESS \h�� \ \I• E I I I I I I I I I I v DETAIL SCALE: 3/4 " =1' -0` (2) 1'0 HOLES 0 r GAUGE DETAIL SCALE: 1"=1'-0` 2' PL LBx8x1 : I 3 DETAIL SCALE:1 1/2 " =1' -0' 0 1/2" BAR 4"x2" 2 PL 3/8 (2) 3/4 x 8" MIS 0 12'OC (STACKED) (TWO SETS MIN PER ANGLE) REVIEUUE 0 CODE COMPLIANCE APPROVED SEP 2 3 2009 City of Tukwila EA SIDE 3 UI.DING DIVISION REC E'1V E SEP 15 2009 PERMIT GENTEf ISSUED FOR CONSTRUCTION 0 N 2 <<11 << cc O O 0 O Z LO W O 0 C'3 cc cc 0 W 1_ Z W Fn Cl- Z z Q CC PROJECT NO.: 107026.70 SCALE: AS SHOWN DATE: 8/25/09 SHEET NO. S9 \ \ \ \ 1 11 1 17 ' H OLD . M > 1 2 D � T 2 • ) I 1 1/2' 250 250 PL 1 1/2 —4 H— . x . I I I • .x PL 1 12 1/2 PL 1x8 NOTES: 8' -7 1/2' W18x97 W18x97 n II II it II 11 tl II W18 1. PROVIDE JORGENSEN WITH A SEPARATE ESTIMATE TO PROVIDE THE FRAME AND BEAM AS INDICATED ON THIS DRAWING. 2. STRESS REIIEVE ASSEMBLY AFTER WELDING. 3. THE FACES OF THE TWO PLATES MARKED 'X' SHALL BE ON A COMMON PLANE WITH EACH OTHER. TYP T FLANGE SECTION SCALE: 3/4 " =1' -0" GRIND FLUSH TOP ONLY 16' -10 1/2' 3 -9' W18x97 PIT FRAME (NEW) SCALE 3/4 =1' -0' (6) PL 3x10 1/2 xt' -5' (SPACER PL'S SEE N /S8)1 - F 1/4 V ° _ _ J W18 W18x97 7 1/2 S6 W18 J O. J 250 DETAIL - PLATE 'X' 0 SCALE: 1 1/2 " =1' -O' 1 3/4'0, DRILL THRU, 3 3/4'0 SPOT FACE PL 1 1/2x14x1' -11' TACK WELD AFTER BM SET W18 W18 NS&FS (FS 0 SIM) SECTION SCALE: 3/4 " =1' -0` W18 1/4 1/2x5 1/4x1' - 4' STIFF PL, TYP EA SIDE 1/2x5 1/4x1' -4' STIFF 1/4 PL, TIP EA SIDE SECTION SCALE: 3/4 " =1' -0" 1/2' 1/2' STIFFENER PL PL 1' NOMINAL EA SIDE 3 . CL BRG ED W18 NS&F (FS 0 SIM 1/4 > T 1/4 1/4 L8x6x1 /2x1' -B' EA SIDE REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 3 2009 City of Tukwila BUILDING DIVISION A 7/16V <TYP 0 L8x6 W18 7 I 0 RECEIVED SEP 15 2009 PERMIT CENTER ISSUED FOR CONSTRUCTION 0 N 2 444444 C/) cc 0 0 00 D CD O Cr ct 0 LL Z w � cn Z a cc 2 O PROJECT NO.: 107026.70 SCALE: AS SHOWN DATE: 8/25/09 SHEET NO. S10 O. O. U W18 W18 0 PROVIDE (6� PI. 3/4x10 x1' -5' (SPACER PL'S SEE N/S8) 1/4 V 0 EXISTING PIT FRAME SCALE 3/4 " =1' -0' Z ELEVATION SCALE: 3/4 " =1' -0" EX PL 2 1/4x11 x1' -5 1/2' SPACERS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 3 Zuu9 City of Tukwila BUILDING DIVISInM 1 4.4611•M Nal■ti SECTION SCALE: 3/4 " =1' -0` SECTION SCALE: 3/4 " =1' -0" n n n n SECTION SCALE: 3/4 " =1' -0- CL PRESS NOTE: REMOVE THESE STIFFENERS ON EA SIDE 0 CL PRESS r Erne 4' -2 3/8'± REMOVE THESE STIFFENERS ON EA SIDE 0 CL PRESS REMOVE 4x4 SPACERS n CUT OFF END OF BM AS INDICATED CUT OFF END OF MM AS INDICATED RECEIVED SEP 15 2009 PERMIT CENTER 1. THE PROJECT IS BASED ON PROVIDING THE NEW FRAME AND BEAM SHOWN ON 510. PROVIDE JORGENSEN WITH A SEPARATE ESTIMATE TO MODIFY THE EXISTING FRAME AND BEAM AS INDICATED ON THIS DRAWING. 2.. REMOVE EXISTING STIFFENERS IN A MANNER TO AVOID DAMAGING THE EXISTING WI8 BEAM. GRIND ALL REMAINING WELDS SMOOTH IN A DIRECTION PARALLEL TO THE LENGTH OF THE BEAM. ISSUED FOR CONSTRUCTION N C/) C/) LJZ CE EL 00 ° w 0 1z cc 0 LL F. z g w � Cl) wz CC 2 0 PROJECT NO.: 107026.70 SCALE: AS SHOWN DATE: 8/25/09 SHEET NO. S1 OA N 5 0 P N O O • 1' 0 4' 3' • OI 1 10 3/4'1 1' -9 1/8' C1 10 1/2' 10 1/2' 9' -5 1/2' 3' -17/8' 2' -21/2' DETAIL - PLATE 'D' SCALE: 3/4' =1' - O' 1' -9 1/8' DETAIL - PLATE 'A' SCALE: 3/4 " =1' -0' 10 3/4' \ \ N 3/4' LIFTING HOLE. 9' - 5 1 DETAIL - PLATE 'B' SCALE: 3/4' =1' -0" • un .0 O r 6 1/2' 1 - 10 ' tV 1/2 11 1/2' 9' 1' -0' 11' CS REVIEWED FOR COMPLIANCE APPROVED SEP 2 3 2 City of Tukwila BUILDING DlVI ' 7-6' 5' -2 1/2' 5 - 1/2' DETAIL - PLATE 'C' SCALE: 3/4 " =1' -0" NOTE: 1. PLATES ARE ALL 2' THICK, ASTN A 572, GRADE 50 2. IF PLATES NEED TO BE SPLICED, SPLICES SHALL BE FULL PENETRATION WELDS. PROVIDE HINGED ACCESS COVER SIMILAR TO COVER ON EXISTING PLATE RECEI SEP 15 2009 PERMIT CENTEF+ ISSUED FOR CONSTRUCTION z 444444 (/) w cc � op 0 z W o CC cc 0 LL z g W c a W Z 0 < 1z 0 PROJECT NO 107026.70 SCALE AS SHOWN 8/25/09 SHEET NO. S11 END Consulting Engineers PIT COVER PLATE DETAILS Aug 25, 2009 8:5Iam davidm. (253) 396-0150 ,01-,L ,f 1' -5 3/4' 1' -5 3/4' 6' -6 N 5 0 P N O O • 1' 0 4' 3' • OI 1 10 3/4'1 1' -9 1/8' C1 10 1/2' 10 1/2' 9' -5 1/2' 3' -17/8' 2' -21/2' DETAIL - PLATE 'D' SCALE: 3/4' =1' - O' 1' -9 1/8' DETAIL - PLATE 'A' SCALE: 3/4 " =1' -0' 10 3/4' \ \ N 3/4' LIFTING HOLE. 9' - 5 1 DETAIL - PLATE 'B' SCALE: 3/4' =1' -0" • un .0 O r 6 1/2' 1 - 10 ' tV 1/2 11 1/2' 9' 1' -0' 11' CS REVIEWED FOR COMPLIANCE APPROVED SEP 2 3 2 City of Tukwila BUILDING DlVI ' 7-6' 5' -2 1/2' 5 - 1/2' DETAIL - PLATE 'C' SCALE: 3/4 " =1' -0" NOTE: 1. PLATES ARE ALL 2' THICK, ASTN A 572, GRADE 50 2. IF PLATES NEED TO BE SPLICED, SPLICES SHALL BE FULL PENETRATION WELDS. PROVIDE HINGED ACCESS COVER SIMILAR TO COVER ON EXISTING PLATE RECEI SEP 15 2009 PERMIT CENTEF+ ISSUED FOR CONSTRUCTION z 444444 (/) w cc � op 0 z W o CC cc 0 LL z g W c a W Z 0 < 1z 0 PROJECT NO 107026.70 SCALE AS SHOWN 8/25/09 SHEET NO. S11 END Consulting Engineers PIT COVER PLATE DETAILS Aug 25, 2009 8:5Iam davidm. (253) 396-0150 Aug 25, 2009 6:51am davidm O Z wv n0 0 Z q W a N m v m = = P 0 0 a = = a =- a 0 0 = = = - 0 V 0 IB A II F 0 7C Q 1 23 -� 0 � z s Z 0 C/1 It' ®m m OPTIC 330* Cm IV co ® up ® m (-7 1/4' CL MANIPULATOR 3'-21/e3'-2 1/4' 5'-103/e 5 a p A 0 co N co 8 0 a rn 0 l: \107- \107026.70 (Jorgensen 5k Manipulator Foundation) \DESIGN \DWG \s1- s14.dwg 912 JORGENSEN FORGE 5000T PRESS MANIPULATOR FOUNDATION ANCHOR BOLT BLOCK -OUT PLAN NO. 0 A A A A A DATE REVISION Consulting Engineers 1201 Pacific Avenue, Suite 800 Tacoma, WA 98902 (253) 396 -0150 Fax (253) 396 -0162 ( ( 3 cr .■■■..."\N\ Le. • Itglu- --wawa-1r - -wer-L Nave=taltaaw Nrezevatatamm 1111 ItV\NNAN N whir W. .... ■■•■=111mlimmwomiablealrommazettemilikkmt. mak O . dLi z a a W V - TJ EX PIT, SEE NOTE 4 -i r C N EX 9 SLAB , - T { � I I I I - ( � ` � EX TUNNEL ROOF � C j it �) � 6't6• SLAB(12' THICK) l i l i \ -j -6' B' -0' F1' -6 J \ ( (REF) ( REF) I L .geZ " Sikl MOM WI 'N41 N CL EX TOOL DEVICE CL EX PRESS rI {{ 15- 01REF) EX CRANE FOUNDATION 30'- O1REF) I 3O'- O'(REF) DEMOLITION PLAN SCALE: 1 /4` =1' -0` EX CRANE FOUNDATION 1 NOTES: 1. SAW CUT EXISTING SLABS FULL DEPTH ALONG DEMOLITION BOUNDARY PRIOR TO REMOVING SLAB. 2. PORTIONS OF NE EXISTING SLABS HAVE A LAYER OF BRICK ON TOP. 3./ A N INDICATES EXTENTS OF DEMOLITION. 4. REMOVE STEEL PLATES FROM TOP OF PIT AND STEEL TANK FROM WITHIN AND DISPOSE. DEMOIJSH EXISTING CONCRETE PIT WALLS AS REQUIRED TO COMPLETE THE NEW CONSTRUCTION. FILL REMAINING PIT WITH STRUCTURAL FILL AND COMPACT IN ACCORDANCE WITH GEC/TECHNICAL MEMORANDUM. 5. DRIVE SHEET PILES ALONG SIDE EXISTING RAIL SLAB AS SOON AS EXISTING FOUNDATION ADJACENT TO RAIL SLAB IS REMOVED. IF THE EXISTING RAIL SLAB IS UNDERMINED AS A RESULT OF FOUNDATION REMOVAL OR THE PILE DRIVING OPERATION, PUMP CONTROLLED DENSITY FILL UNDER THE SLAB TO STABIUZE IT. REVIEWED FOR CODE COMPLIANCE APPROVED --- _ SEP _2 3 _ _ C-- Rgoi'fukwila - BUILDING DIVIqI EX 9' SLAB W/ BRICK TOPPING RAILS EX RAIL SLAB RE'C+EIVF SEP 15 2009 PERMIT GEN I t ISSUED FOR CONSTRUCTION z <1<<K 1< CCO o0 o LO WD CC cr O p z g W a Z cc 2 O PROJECT NO.: 107026.70 SCALE: AS SHOWN DATE: 8/25/09 SHEET NO. D1 Aug 25, 2009 8:49am davidm L• \107- \107026.70 (Jorgensen 5k Manipulator Foundation) \DESIGN \DWG \s1- 914.dwg D2 Z v � n o fn Z C oE �n m c m -I° 0 z ( 0 m C N 6 m 53 0 /I N N 4 N o' 0 I 1 JORGENSEN FORGE 5000T PRESS MANIPULATOR FOUNDATION STEEL FRAMING DEMOLITION PLAN L— gg2 H g 20 8 EX P3' STIFFENER BELOW 15-7" FOUN)A1ION W18 MANIPU TO EX PRE S S N g T NO. Q DATE REVISION L 9 0 N Ina Consulting Engineers 1201 Pacific Avenue, Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 4' -11 1/2't 4 1111&.. 111 \s,;:- 4: % Noit 1L 1 4' -11 1/2't cc n EX STEEL SHEET PILE EA SIDE 1'- 6'(REF) 3' -6 1 /2'(REF) re' 401 i I 6 CUT TOP OF EX TIMBER PILES OFF HORIZONTAL & LEVEL • 4' 3'(REF) EX W8 (REMOVE FROM BOTTOM OF W18) IF FRAME IS TO BE MODIFIED EX W8 (SEE NOTE 1) EX 1' PL (SEE NOTE 1) W12 TO REMAIN EX PIT WALL 12'- 71REF) FOUNDATION DEMOLITION SCALE: 3/4 " =1' -0' CL EX PRESS CL MANIPULATOR 4'- 3'(REF) ' AT 0i Al A FOUNDATION DEMOLITION SCALE 3/4 " =1' -0" i W18 FRAME (SEE NOTE 2) SEE NOTE 3 9 I 6'(REF) 3' -6 1 /21REF) 1'- 6'(REF) DEMOLISH ( 1/2'± J1 1 4' -11 1 /2't NOTES: 1. W8 COLUMN AT THIS LOCATION ONLY. 2. REMOVE EXISTING W18 FRAME AND EXISTING W18 BEAM TO EAST OF FRAME MODIFY BEAM AND FRAME OR DISPOSE OF AS DETERMINED BY FINAL CONTRACT TERMS. 3. REMOVE BEAM SUPPORTS FLUSH BITH EXISTING PIT WALL 4. EXISTING SHEET PILE WALL IS LOCATED COMPLETLY AROUND EXISTING PIT WALLS. 5. ® INDICATES EXTENT OF DEMOLITION. EX FDN EX TIMBER PILE 0 • 0 m 1 � 5 S 3 • 12 WALL 3' -6 1 /21REF) EX STEEL SHEET PILE �r FOUNDATION DEMOLITION SCALE: 3/4 " =1' -0" r IEWED FOR COMPLIANCE PROVED 2 3 2009 of Tukwila NG DIVISION DEMOLISH EX PIT WALL 4'- 3'(REF) CL EX PRESS CL MANIPULATOR RECEIVE SEP 15 200 PERMIT GENTEF SUED FOR CONSTRUCTION z 44444< ccO IZ O z D W 0 CC cc O LL H. z � VJ 0_ Li1 75 0 < cc O� PROJECT NO 107026.70 SCALE: AS SHOWN DATE: 8/25/09 SHEET NO. D3 ifsl- ANCHOR Memorandum To: Steve Meyer, Jorgensen For REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 3 2009 City of Tukwila NOM DIVISION From: John Laplante, PE, Anchor Environmental, L.L.C. CC: Joe Schlechten, PE, KPFF Date: January 16, 2009 Re: Geotechnical Design Recommendations 5,000 -Ton Press Manipulator Foundation Jorgensen Forge, Seattle, Washington bo9 l 9 , i Anchor Environmental, L.L.C. 1423 3rd Avenue, Suite 300 Seattle, Washington 98101 Phone 206.287.9130 Fax 206.287.9131„ .h �,. Nitta h o ^, This memorandum presents geotechnical engineering design recommendations for the design and construction of the foundation for the new 5,000 -ton press manipulator at the Jorgensen Forge Corporation (Jorgensen) facility in Seattle, Washington. 1 BACKGROUND Jorgensen is replacing the manipulator for their 5,000 -ton press on their property in Seattle, Washington. The new manipulator will be located in the same location as the existing machine. Based on a review of the foundation design drawings for the existing manipulator, it appears that portions of the foundation are underlain by 40 -foot long timber piles based on geotechnical engineering recommendations provided at the time. The new manipulator will require modifications to the existing foundation. At the request of Jorgensen, Anchor has prepared geotechnical engineering recommendations for use in the structural design and construction for the new foundation. 2 SUBSURFACE CONDITIONS Anchor Environmental performed one boring for a previous study in the vicinity of the new manipulator on June 22, 2007. Results of this exploration were described in our July 27, 2007 memorandum for the design of the furnace foundation. RECEIVED SEP 15 2009 PERMIT CENTER Jorgensen Forge January 16, 2009 Page 2 In addition to Anchor's July 2007 study, Shannon and Wilson advanced a series of borings in the area of the 5,000 ton press in 1967 to support preparation of their original foundation design recommendations. 2.1 Soil Conditions Based on our review of the 1967 and 2007 work, subsurface conditions in the area of the new manipulator foundation are expected to be as follows, in order from the ground surface downward: Upper Sand The upper 10 feet consists of medium dense to loose, dry to moist brown sand. The upper portions of this material contained concrete debris indicating this stratum is composed of fill. Below a 5 -foot depth, debris was not encountered during sampling. Soft Silt A layer of soft silt is present below the loose sand layer, at a depth range of 10 to 13 feet bgs. The silt contains organics and has low plasticity. Lower Sand Below the soft silt, another sand layer was encountered. This material is dark gray in appearance and the density is characterized as loose to medium dense. This material was present from 12 to 15 feet bgs to a depth of approximately 55 to 58 feet bgs. Stiff Silt The deepest unit encountered was stiff silt present below the lower sand unit. This material is dark gray and is sandy to very sandy. 2.2 Groundwater Groundwater was encountered at an estimated depth of 12 to 13 feet below ground surface during both investigations. Jorgensen Forge January 16, 2009 Page 3 3 GEOTECHNICAL ENGINEERING DESIGN RECOMMENDATIONS 3.1 Proposed Foundation Designs KPFF Engineers has prepared two preliminary structural concepts for the new foundation system. Shallow Foundation Concept The first concept entails construction of a shallow foundation system to support the new manipulator. Demolition of the existing slab and foundation and construction of the new foundation are expected to disrupt operations at the manipulator and require a shut -down of this process during shallow foundation construction. Pre -Cast Foundation Concept In order to limit the disruption to ongoing operations, KPFF developed a second concept intended to reduce the amount of construction time within the area of the new manipulator foundation. This second concept includes a pre -cast foundation system that would be supported on new concrete pile caps placed on top of the existing pile foundation. This concept will rely on existing piles to transfer the foundation dead load to deeper soils, while live loads would be supported by the near surface soils. Based on the 1967 report, these piles were originally designed with an allowable load of 40 kips per pile, with estimated settlement of up to 1 inch under that load. Construction of the pre -cast foundation would entail the following steps: 1. The existing slab and footings would be demolished, and the pile tops cut off to a consistent grade below ground surface. 2. A new pile cap would be constructed over selected pile bents. Each bent would include 4 existing timber piles, with loads from 38 to 100 kips per bent. Structural fill would be placed between the pile caps as recommended below. 3. Bottle jacks would be placed on the new pile caps 4. The new pre -cast foundation would be placed on the bottle jacks. The foundation would be leveled using the jacks. 5. Voids that develop due to the leveling process would be grouted with structural grout. Jorgensen Forge January 16, 2009 Page 4 The pre -cast foundation concept relies on the assumption that the existing piles are in decent structural condition. However, the actual condition of the piles cannot be determined until they are exposed during demolition. If one of the four piles in a given bent appears to be structurally deficient, we understand that the pile cap is stiff enough to transfer the loads to the other three piles. The capacity of the remaining three piles to carry the load should be sufficient - however there would be greater potential settlement of the foundation under the increased load. Please see the Construction Recommendations section of this memorandum if damaged piles are encountered during demolition. For the pre -cast foundation concept, we recommend that the elevations of the pile caps be set at least 1/2 -inch lower than the existing final grade would require so that there will be room to adjust the pre -cast foundation during the leveling process. 3.2 Foundation Design Recommendations For design of shallow foundations and to evaluate live loads, we recommend using the following soil parameters: • For strip footings use an allowable bearing of 3,000 pounds per square foot (psf). This includes factor of safety of 3.0 against bearing capacity failure. • For isolated footings use an allowable bearing of 3,500 psf. • Use a minimum footing dimension of 2.5 feet. • Footings should be embedded a minimum of 2 feet. • For design of shallow foundations that are not founded above the existing piles, use a vertical modulus of subgrade reaction (a.k.a. spring constant), Kv, of 90 pounds per cubic inch (pci). • Where dead loads are proposed to be supported by the cut -off piles, the stiffness of the soil is expected to be greater, and a spring constant of 300 to 350 pci would be appropriate. • For transient loading, such as would occur during an earthquake, allowable bearing capacities can be increased by one -third over the values provided above. Jorgensen Forge January 16, 2009 Page 5 3.3 Settlement Estimates We estimate that settlement would be up to 0.5 inches where all 4 piles are present and in good condition. If a single pile in the bent is structurally deficient, we estimate settlement on the order of 1 to 1.5 inches could occur in the pre -cast foundation option as the pile cap load is transferred into the three piles. For shallow footings where piles are not present, we estimate settlement on the order of 0.5 to 1.5 inches could occur, given a properly prepared subgrade as described below. Given the granular nature of the subgrade, settlement is expected to be elastic and occur essentially as the loads are applied. We expect that the largest differential settlement will occur at transitions where there are existing piles beneath the new foundation to areas where no piles are present. In these areas, differential settlement could be on the order of 0.5 to 1 inch or so as the loads are applied. 3.4 Shoring Design Recommendations Installation of the foundations may require deep cuts adjacent to operating machinery. The contractor may require the use of temporary sheet pile shoring to support the sides of the excavation during construction. Steel sheet piles could be used to prevent raveling and loss of footing support beneath operating machinery adjacent to the excavation. For the design of temporary shoring, we recommend the following: • Assume a water depth of 12 feet below the top of the existing slab for the groundwater table (GWT) • Use the following active and passive equivalent unit weights to represent the soil pressure: o Above GWT: Active = 40 pcf; Passive = 400 pcf, not including factor of safety o Below GWT: Active = 19 pcf; Passive = 195 pcf, not including factor of safety • A factor of safety of 1.5 on passive pressures should be used • Equipment will likely be operating in the vicinity of the excavation. To account for surcharge loads, a uniform pressure of 250 psf should be applied at the top of the wall when designing temporary shoring. Jorgensen Forge January 16, 2009 Page 6 If sheet piles are used, the contractor may encounter obstructions. We recommend that the minimum vibratory energy be used that still allows successful installation of the sheet piles so as to reduce the potential of inducing vibrations in the operating equipment surrounding the excavation. If hard obstructions are encountered, the preferred approach would be to excavate and remove the obstructions if they are near surface, or to terminate the sheet pile installation if the obstructions cannot be excavated. The geotechnical engineer should be consulted if obstructions are encountered during construction. 3.5 Liquefaction Evaluation The sands encountered during our 2007 exploration program are potentially susceptible to liquefaction during an earthquake. The magnitude of the earthquake and location of the epicenter will determine the amount of ground movement at the site. For a large earthquake (magnitude 7.5) with a 475 -year return interval, liquefaction could result in settlement of six or more inches in areas that are not pile- supported. For a smaller earthquake (magnitude 6.5) with a 72 -year return interval, liquefaction settlement of a few inches could occur in these same areas. In either case, the subgrade settlement and temporary loss of soil strength from liquefaction could result in damage to the equipment. 4 CONSTRUCTION RECOMMENDATIONS For construction of shallow footings in areas where piles are not present, we recommend the following • Overexcavate beneath all footings a minimum of 12 inches and replace with compacted structural fill. If soft conditions are encountered at the base of the overexcavation, an additional overexcavation of 12 inches should be performed in the area where soft soils are encountered. • The excavated materials may be suitable as structural fill if debris are removed and the moisture content is controlled. However, given the uniform nature of the near - surface sands, compaction of the on -site material to a dense condition may be difficult. • The structural fill shall be placed in 8 inch lifts and compacted to a minimum of 95 percent of the modified Proctor maximum dry density (as determined by ASTM D 1557 test procedure) below the footing or slab. Jorgensen Forge January 16, 2009 Page 7 • The moisture content of the fill should be controlled within two percent of the optimum moisture. Optimum moisture is the moisture content corresponding to the maximum Proctor dry density. • If the on -site material is not suitable for structural fill, the contractor should import a select soil. We recommend using a clean, well - graded sand and gravel with less than five percent by weight passing the No. 200 mesh sieve (based on the 3 /4 -inch minus fraction) be used. • Any material to be used as structural fill should be sampled either from the site or from the supplier's pit to determine the maximum dry density and gradation. If the pre -cast foundation option is selected, we have the following additional recommendations. • Ensure that the cut -off portion at the top of the pile is in good condition. If the top of the wood pile is damaged during demolition, the damaged portion should be cut off to create a flat, undamaged pile top for the new pile cap. • If the excavated pile is determined to be damaged and insufficient to support the loading from the new pile cap, we recommend that the damaged portion be removed and replaced. • If an entire pile in a bent is structurally deficient and beyond repair as describe above, the pile cap should be designed to be sufficiently stiff to adequately transfer the loads to the remaining three piles in a relatively uniform fashion. • If more than two piles are structurally deficient in a bent and beyond repair, the contractor may need to install a replacement pile to successfully implement the pre -cast foundation option. • Backfill between the pile caps using compacted structural fill or controlled density fill (CDF). • After the foundation has been leveled using the bottle jacks, use a structural grout to fill any voids that may have developed between the foundation and the subgrade below. We appreciate the opportunity to work with Jorgensen on this project. Please do not hesitate to contact us if you have any questions or comments. : 1)09, 914 JORGENSEN FORGE r • STRUCTURAL CALCULATIONS for MANIPULATOR FOUNDATION 5000 TON PRESS KPFF Project No. 107026.70 August 25, 2009 Prepared By: KPFF Consulting Engineers 1201 Pacific Avenue, Suite 800 Tacoma, Washington 98402 (253) 396 -0150 Porn* rum F?l /co :� REVIEWED FOR C ODE COMPLIANCE APPROVE SEP 2 3 2009 City of Tukwila BUILDING DIVISION RECEIVED SEP 15 2009 PEHMIT CENTER Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396-0150 Fax (253) 396 -0162 project l , 4 V(77 /' /Pd'/,'A7o, location client by •-...1/2- dale ! / /W sheet no. job no. l c o2 . 7e) V Mil Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 project 5C-v7 location client by �J date /// sheet no. job no. /o - -- - - - V` Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 project mP /i,v(A location client by / / / ' date t i( 3(o . sheet no. job no. /c270767‘) Ggivooviksi iOt3 L Ex /57/ (--, ,I 3/ `' 27* 4 I3v°u 352, 7 A—� Z2?s )443 + /7 x Zo,7s_ = 1660,7s / 30v x l l c2 S + 3s2, 7S - X /64o. 7S 53, tss z /308)( 4 - °; ` 4SxZzZ 753,4 ?O / e5 / tL 3 a) e/ G /SvO L,V c t- 5 -Jti 6) d L 3 26zs /640, 7S 17 3 I z7L ow � C 3s7 7s—x o _ liff16/47- 75 1 ---0‘ �i� /GlcAl�s / 1 —; 4 Z y/ 3Zoo 4( /k1 /5, 7zt' nim Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 project 2 t o [ 149,4","/ 1M? 4 location client by C /2 " - g date / Z /3 / sheet no. job no. iv7dC.7c) C 041 PoM4 MAIOG 5 / A.1 MO/ C4 / 0.e-/ A71cyk, 17" 77" 2452 7c7S,s A - Z7, Z5 7 - 7 4- 34 Zt',7S" = z, S03, 7 /A/ Zo? zs x 13, (Z5 4- 7o5: 5 37, (.ZS 55 / / 5 CC, 7503 7s Z�v3. 7s" IZq ) 3)3 Zz7 c 7 77 x1U.ZS 0 .ZS 6.03 z �Qx Zo.7S 7vs. 17 z T� /2- 4- Zv7 (5x z D1 4 ) o!s /My Sam 504/416 77x x 0 / - / # //A-/ k I I without load unbeladen: EG: 110 kg ,� 6, z = 24zs i 2x0630 4x0630 NA ���. ► .._,►__J = 2x110 kN k ,17z. 750 5600 with load beladen: Last: 25000 load 4x16250 41 5',/ max. side load on the kg (max. side shift 1 rails force) 1 i k - 1 4 3, 2 ,� is 400 kN _ 612/ EG: 110000 2x22500 z6 kg z-ZgZ s == 4x0630 - 2x0630 - - - - -- .%I►NI �H�f •rr — - - - - -- � I z = 2x110 kN 43 5600 k- 02243/ -1", 4x27325 t t kg 2xx125. 7?‹ 2 y / /0x kit,- 4K�.3z 27 1e2 all loads are static loads AuloCAD Mechanical 2006 GLAMA 'vicasc"`n ` e(MMiui¢ gueict. 1s nszo88 A 7, 4 Belastungsschema GSM 250/500 WP loading the dynamic factor is 2 ""'t "9 t iO3 9 tt Dateiname : Dim Z1t r..9 ,.,, enter rM.teleithat notes .nd.fl weNtM ,' not n.terrniep 11 M LNG [s ay geee worth. 1l>S fl nu bWn,,.11 LNG I.tb ertMe ..d tV7.I. n NOG unt 12 GWG..raestlten Entstanden ats: Zennit nqs -ttr.: 17910/B.00 0/3 I I Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 project O T i /(v /' "K. 4,bote location client by t J/7 date I N s/ V sheet no. job no. / 27Ui&7O v \f Display Sections for Member Calcs 3 Max Internal Sections for Member Calcs 99 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (inA2) 144 Merge Tolerance (in) .12 P -Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 99: ASD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 [ 4 Number of Shear Regions Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parrne Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Company Designer Job Number Global 1 - L3 KPFF JRS 107026.70 General Material Properties General Section Sets Label Shape 1 Pit 2 Tyr, 3 s RIGID Label E [ksi] Conc4 3600 Steel 29000 RIGID 1e +7 Joint Coordinates and Temperatures X jft]_ 0 1 3 5 Label 1 N1 2 N2 3 N3 4 N4 5 N5 N6 N7 8 N8 -1'1'0 N9 __ -- = N10 11 N11 12 13 14 15 16 N12 N13 N14 N15 N16 5000T Manipulator Foundation Type Material Beam Conc4 Beam', Conc4 None RIGID 11 13� 15 17 19 21, 23 25 27 29 G [ksi] 1500 11154 Y [ft] 0 0 A [m2] 1660 2803 1e +6 Z jft] 0 0 0 MUV oix L. a f'- 1 20,G i2) L Dec 9, 2008 8:08 AM Checked By: g; 17, 1q . Nu Therm 01E5 F] Density[k /ft^3] .17 .6 i .16 3 I .65 l .49 0 0 lyy [in4] Izz J [in4] 1 253500 1 1 459000 1 1 1e +6 1e +6 1e +6 Temp [j Detach From Diap.. 0 0 RISA -3D Version 7.1.1 [C: \JRS Folder \Projects \Jorgensen 5000T Manipulator \5000T Manipulator.r3d] Page 1 Company Designer Job Number Joint Coordinates and Temperatures (Continued) 18 20 21 22 23 24 25 26 27 28 29 39 40 41 42 KPFF JRS 107026.70 Label N17 N18 N19 N20 N21 N22 N23 N24 N25 N26 N27 N29 N39 N40 N41 N42 Member Primary Data Label I Joint J Joint 1 M1 N1 N2 2` M2 N2 C N3 3 M3 N3 N4 4 X1114 . N4 N5 5 M5 N5 N6 6 M6 N6 N7 M7 N7 N8 M8 N8 ! N9 ".. 9 M9 N9 N10 10 "". M10 N10 .N11 11 M11 N11 N12 12 M12 N12 N13 13 M13 N13 N14 14 M14 N14 "j N15 15_ M15 N15 N16 16 M16 N16 N17" 17 M17 N17 N18 18 M18 N18 N19 M19 N19 N20 M20 N20 N21 M21 N21 N22 M22 N22 N23 M23 N23 N24 M24 N24 N25 25 M25 N25 N26 26 M26. N26 i N27 27 M27 N27 N28 X [_ftJ 31 33 35 37 39 41 43 45 47 49 51 55 75 79 81 5000T Manipulator Foundation Y [ft] 0 0 0 0 0 0 0 0 0 0 , 0 0 0 0 0 0 0 Typ Typ Typ Typ Ty • Typ Typ Typ Ty p Typ Typ Typ Z[ft] 0 0 0 0 0 0 N28 53 0 0 30 31 32 33 34 35 36 37 N30 N31 N32 N33 N34 N35 N36 N37 69 71 38 N38 73 0 0 0 0 0 Temp [F] 0 0 0 0 0 0 0 0 0 0 I 0 0 0 0 0 Dec 9, 2008 8:08 AM Checked By: Detach From Diap.., 77. K Joint Rotate(d... Section /Shape Type Design List Material Design Rul. Beam None Conc4 Default Pit Beam i None Conc4 Default Pit Beam None Conc4 Default Pit. Beam None Conc4 Default Pit Beam None Conc4 Default Pit team None 1 Conc4 Default Pit Beam None Conc4 Default Pit Beam None Conc4 Default Pit Beam None Conc4 Default Pit ;B eard; , .'None Conc4 Default Pit Beam None Conc4 Default Typ Beam . None Conc4 Default Typ Beam None Conc4 Default .p Bea;, None Conc4 Default Typ Beam None Conc4 Default Beam None Conc4 Default Beam None Beam None Conc4 Beam None Conc4 - earn None Conc4 Beam None Conc4 Beam None Cr 4 Beam None Conc4 Beam on Con n____,._...__ Conc4 Default Default Default Default Default Default Default Default Beam None Conc4 Default Beam None Conc4 Default Beam None Conc4 Default RISA -3D Version 7.1.1 [C: \JRS Folder \Projects \Jorgensen 5000T Manipulator \5000T Manipulator.r3d] Page 2 28 M28 N28 N29 I N29 N30 Typ Tvp i Beam I Beam None None Conc4 Conc4 Default Default 29 M29 30 M30 i N30 N31 N32 Typ Typ i Beam i Beam None None Conc4 Conc4 Default Default 31 M31 N31 32 ! M32 N32 i N33 Typ Typ Typ TVP i Beam I Beam Beam I Beam None None None None Conc4 Default? Conc4 Default Conc4 Default) Conc4 Default 33 M33 N33 N34 34 M34 i N34 N35 35 M35 N35 N36 36 ! M36 i N36 N37 Typ 1 Beam i None Conc4 Default Default Default Default 37 M37 N37 N38 Typ Typ Typ Beam i Beam I Beam None None None Conc4 Conc4 Conc4 38 ( M38 !- N38 N39 39 M39 N39 N40 40 { M40 I N40 N41 Typ I Beam I None Conc4 Default I 41 M41 N41 1 N42 Typ Beam None ' Conc4 I Default Company Designer Job Number KPFF JRS 107026.70 Member Primary Data (Continued) Label I Joint J Joint K Joint Ro Joint Boundary Conditions Joint Label X [k /in] Y [k /in] Z [k /in] X Rot.[k- ft/rad] Y Rot.[k - ft/rad] Z Rot.[ft/rad] Footing 1 N1 1 Reaction Reaction Reaction 2 N2 � S4600 3 ' N3 S4600 4 N4 [ S4600 5 N5 S4600 6 N6 1 S4600 7 N7 S4600 8 N8 i S4600 9 N9 S4600 10 N10 1 S4600 _11_ N11 _ S4600 12 N12 S4600 13 N13 S4600 14 N14 4 S166 15 N15 S166 1 5116 i S166 17 N17 S166 18 1418. S166 19 N19 20 N20 21 N21 22 N22 23 N23 24 N24 25 N25 26. N26 27 N27 28 N28 29 N29 30 N30 31 N31 r� 32 N32 33 N33 34 1934 35 N35__ 3•. ? N36 3.7 N37.__ 38 N38 [39, N39 5000T Manipulator Foundation S166 5166 S166 S166 S166 S166 S166 5166 S166 5166 S166 66 S166 $166 S166_ 5166 S166 5166 S166 1 L S166 5166 Material Dec 9, 2008 8:08 AM Checked By: RISA -3D Version 7.1.1 [C: \JRS Folder \Projects \Jorgensen 5000T Manipulator \5000T Manipulator.r3d] Page 3 Company Designer Job Number Joint Boundary Conditions (Continued) 40 N40 S166 41 N41 42 , Basic Load Cases BLC Description Rail DL 2 Manipulator at End Member Distributed Loads (BLC 1 : Rail DL) 2 M4 Y.' -.465 -.465 465 -.465 -.465 -.465 J 8 M8 9 10 M9 M10 11 12 M12 13 14 15 17 M16 19 21 22 23 24 25 26 27 Joint Label X fk /inl Y fk /in N42 KPFF JRS 107026.70 Member Label M1 M11 M13 M14 M15 M19 33 34 35 36 37 38 M39 40 M40 M21 M22 M23 M24 M25 M26 M27 M33 M34 M35 M36 M37 M38 Direction Start Magnitude[k /ft,d...End Magnitude[k /ft,d... Start Location[ft, %o] EndLocation[ft, %o] Y -.465 -.465 Y Y Y Y Y Y Y Y Y Y Y Y Y' Y Y Y Y Y... Y Y . Y Y S166 5000T Manipulator Foundation Category X Gray...Y Gray..Z Gray... Joint Point Distrib... Area (... Surfac.. DL 40 LL " ! i 1 2 Reaction -.465 -.465 -.465 -.6 -.6 -.6 -.6 -.6 -.6 -.6 -.6 .6 -.6 -.6 -.6 16 M17 -.6 18 20 M18 M20 -.6 -.6 - 6 0 -.6 -.6 -.6 28 ; M28 29 M29 30 M30 31 M31 32 I M32 Y Y -.6 -.6 -.6 -.6 -.6 0 0 0 0 0 0 0 -.6 -.6 -.6 6 -.6 -.6' Z fk /inl -.6 -.6 X Rot.fk- ft/radl Y Rot.fk- ft/radl Z Rot.fk- ft/rad -.465 -.465 -.465 -.6 -.6 -.6 -.6 -.6 -.6 -.6 -.6 -.6 6 -.6 6 -.6 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dec 9, 2008 8:08 AM Checked By: Footing 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA -3D Version 7.1.1 [C: \JRS Folder \Projects \Jorgensen 5000T Manipulator \5000T Manipulator.r3d] Page 4 1 Dead Load Y -1 Rail_ DL '� L ' [_ 3 Service: DL + Manipulator 1 —1 -1 _ 1 1 'M1 1 4 Ultimate: DL + Manipulator Y -1.2 «1 1.2 M1 1.6 5 Ultimate: DL + Manipularor at End Y ; -1.2 1 1.2 2 1.6 Joint Loads and Enforced Displacements (BLC 2 : Manipulator at End) Company Designer Job Number Member Point Loads (BLC 2 : Manipulator at End) Moving Loads Moving Load Patterns MANIPULATOR Pattern Label KPFF JRS 107026.70 Joint Label N41 Load Combinations Member Label Direction _. M32 Y M31 1 Y Load (k, -56.6 -120.6 -120.6 5000T Manipulator Foundation L,D,M Direction L Y Distance kft) ✓ 0 ✓ I 17.14 ✓ 2.46 Direction Magnitude[( k ,k- ft), (in, rad),(k *s ^2 /ft.. - 56.6 Magnitude[k,k -ft] Location[ft, %o] - 120.6 .86 _120.6 4 Dec 9, 2008 8:08 AM Checked By: 1 M MANIPULATOR r Inc .,. Both Ways 1sJoint 2 d Joint 3rd J...4th J...5th J ..6th J 7th J ..8th J...9th J...10th 2 Ita S... BLC Fact.. BLC Fact.. BLC Fact BLC Fact.. BLC Fact. .BLC Fact..BLC Fact.. BLC Fact... RISA -3D Version 7.1.1 [C: \JRS Folder \Projects \Jorgensen 5000T Manipulator \5000T Manipulator.r3d] Page 5 1412 3 1 945 , 16 ' /48 T9 ' KPFF [JRS 107026.70 5000T Manipulator Foundation Dec 8, 2008 at 11:54 AM 5000T Manipulator.r3d jV1M2M3M4 M5 M7. M8. M9.M10 11 M12 M13 1 � 1 � 16 M17 M1 M19 20 M21 M2 � 2 � 24 M25 2 � 27 M2 � 2 � 30 M31 M3 � 3 M34 � 35 M3 6 37M38 M39� 40 M41. KPFF JRS 107026.70 5000T Manipulator Foundation Dec 8, 2008 at 11:54 AM 5000T Manipulator.r3d 1 KPFF JRS 107026.70 7 ft.e 5U/v fi r WA-(A 5000T Manipulator Foundation + Pit Pit Pit _ Pit Pit Pit _ Pit Pit Pit Pit Pit Typ Typ.Typ.Typ.Typ Typ Typ.Typ.Typ_Typ Typ Typ.Typ.Typ.Typ.Typ_Typ_Typ.Typ Typ.Typ Typ Typ.Typ Typ Typ.Typ Typ.Typ Typ. Dec 8, 2008 at 12:01 PM 5000T Manipulator.r3d Company Designer Job Number Joint Reactions (Bv Combination) 1 2 3 4 5 L 6 7 8 9 10 1 11 1 12 I 1 13 1 14 1 1 15 1 16 I 1 17 1 N8 N18 3.543 19 21 24 I N24 23 1 N23 25 26 27 28 29 30 31 43 LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 32 1 33 1 34 1 35 1 36 1 37 1 38 1 39 1 40 1 41 42 1 1 KPFF JRS 107026.70 Joint Label N1 N2 N3 N4 N5 N6 N9 N10 N11 N12 N13 N14 N15 N16 N17 N25 N26 N27 N28 N29 N30 N31 N32 N33 N34 . N35 N36 N37 N38 N39 N40 N41 N42 Totals: X [k] 0 0 0 0 0 0 0 0 0 0 0 0 0 26.945 0 1.461' 0 1.986 0 2.52 0 3.044 0 0 0 0 0 0 6.274 0 6.362 0 6.433 0 6.494 0 0 0 0 0 0 0 0 0 0 0 5000T Manipulator Foundation Y jk] 0 4.061 3.499 2.917 2.281 1.613 1.028 .794' 1.369 3.445 0 7.923 0 15.797 I 5.421 5.662 5.864 6.03 6.165 6.547 6.597 6.648 6.703 6.763 6.832 6.911 6.999 7.095 7.199 0 44 COG (ft): X 44.047 225.6 0 Y: 0 Z 0 /G C, t� o, 2/ (rte X ?C Z [k] 0 0 0 0 0 0 0' 0 0` 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 58, 73 MX [k -ftt] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dec 8, 2008 1:21 PM Checked By: MY [k -ft] MZ [k -ft] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA -3D Version 7.1.1 [C: \JRS Folder \Projects \Jorgensen 5000T Manipulator \5000T Manipulator.r3d] Page 1 Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 Coil- 7/2(7,01 /f 2k co.,97' 1 4 F3zi*/)7,- /A-(c. Co4 project Z T f l4. //fic. A location client 15e/44,,, (Z x lX /z 4 3 4x l 4) X 470 441L 3/x'x17or c /9014 (2)C e x 9%z 4- `/Zy ) q c _ 3q C:x? / - ! /.c? x4 ?Q Coe, /' 7x /Vqx Pi/ g)470 /4 -k 2Z /41 /14 Zu b,9`Zx 20,z/ 3 7 L 45 Poc g Coo/w 69()H4 /t cog 'kV "e5 tt(n (c Me /o? —37 - 31 4q3 4'73 )4 /o t 4'pt 67ta>T 47S xZ /S p z by JO date /Wog A 75 S�b 1/9 Ae o ct) Pzie sheet no job no. 6k/ft 6k/ft 6k/ft 6k/ft 6k/ft 6k/ft 6k/ft 6k/ft 6k/ft 6k/ft 6k/ft 6k/ft 6k/ft 6k/ft 6k/ft 6k/ft 6k/ft 6k/ft 6k/ft 6k/ft 6k/ft 6k/ft 6k/ft 6k/ft 6k/ft 6k/ft 6k/ft 6k/ft 6k/ft 6k/ft 6k/ft 6k/ft 6k/ft 1 71- 1 1 1 I 1 j 1 I r I Ti 468116k/ft65k/ft65k1465k/ft65klft65k/ft -I itnIV 4 Me 1 '1 15 M16 M'17 Mf16 WI9 to2a m2,11mv 023 A424 tv)25 M2,6 1027 fv)28 1429 M3Y/ M31 M32 M33 M34 M35 M36 m37 M38 M39 1■4411 M41 • Loads, BLC 1, Rail DL KPFF JRS 107026.70 5000T Manipulator Foundation • Dec 8, 2008 at 1:28 PM . . 5000T Manipulator.r3d Company Designer Job Number KPFF JRS 107026.70 Joint Reactions (Bv Combination) LC 2 2 3 2 4 2 5 2 6 2 7 2 8 2 9 2 10 2 11 2 12 2 13 2 14 2 15 2 16 2 17 2 18 2 2 20 21 2 22 23 2 24 2 25 2 26 2 27 2 28 2 29 2 30 2 31 2 Joint Label X [k] N1 0 N2 N4 N5 N6 N7 0 N8 .491 N9 N10 N11 N12 N13 N14 N15 N16 N17 N18 N19 N20 N21 N22 N23 N24 N25 N26 N27 N28 N29 N30 N31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5000T Manipulator Foundation Y [k] 0 .982 .887 .79 .686 .583 .502 626 1.025 1.861 3.335 5.451 .29 .392 .495 .597 .694 .785 .868 .942 1.007 1.063 1.11 1.149 1.18 1.204 1.221 1.233 1.239 1.24 Z [k] MX [k-ft] MY [k -ft] r M- Z [k -ft] 0 0 0 0 0 f 0 0 0 0 0 0 I 0 0 0 j 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 lax 0,4( (. c,6o z - &v 0 0 0 0 0` 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dec 8, 2008 1:23 PM Checked By: 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0, 0 0 0 0 0 0 0 32 33 2 34 N33 N34 36 37 2 31 39 2 40 "'2 41 2 42 44 N38 N37 N39 N40 N41 N42 0 0 0 0 43 2 Totals: 0 COG (ft): X: 40.769 1.237 1.23 1.22 1.19 1.172 "1,151 1.128 1.104 1.08 45.645 Y: 0 0 0 0 0 0 0 0 Z: 0 0 0 0 0 0 0 0 35 N35 0 I 1.206 0 0 0 0 0' 0 0 0 RISA -3D Version 7.1.1 [C: \JRS Folder \Projects \Jorgensen 5000T Manipulator \5000T Manipulator.r3d] Page 2 Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 project location client by date sheet no job no. 1 Company Designer Job Number Envelope Joint Reactions 3 4 5 6 7 8 9 10 11 12 13 16 min! 0 3 14 15 17 18 19 20 21 22 23 24 25 26 27 Joint X [k] N1 max 0 I min ': N2 max E min` N3 max i min N4 max min ! 0 N5 max 0 0 N6 N7 KPFF JRS 107026.70 N8 N9 max min' max min i 0 3 max max ! 0 N10 N11 N12 N13 N14 min max I min max i min max 0 0 0 0 0 0 ' 0 0 3 0 0 0 0 0 j min 0 max 0 min 0- max 0 3 3 0 3 Y[k] 0 0 3 3 95.563 3 3 - 1:852 3 3 73.951 3 3 1.185 3 54.071 3 .225 3 48.08 3 -2.646 3 46.658 3 3 -5.821 3 3 45.386 3 3 3 3 3 3 3 3 5000T Manipulator Foundation - 8.675 3 44.417 3 - 10.089 > 3 44.917 3 -8.376 3 49.135 3 -2.038 3 61.005 3 6.996 86.564 6.583 3 3 3 3 3 Ic -- -- - -_ Z _[k] 3 0 0 0 0 0 0 0 0 0 0 3 3 3 134.488 3 .23.3 3 7.178 3 0 0 0 0 0 0 0 0 0 0 0 Ic 3 3 3 3 3 3 3 3 3 3 3 0 3 0 3 0 3 3 3 3 0 0 3 3 0 3 0 0 3 MX [k -ft] Ic MY [k-ft] , Ic 0 3 0 3 0 )3 0 3 0 3 0 3 0 i 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 13 0 3 0 3 0 3 0 3 0 3 0 3 0 0 3 0 3 . 0 ' 3 0 3 0 3 0 3 0 3 0 ! 3 0 3 0 3 0 0 0 0 0 0 3 0 3 0 0 3 3 0 3 0 3 3 3 0 3 0 3 0 0 0 0 0 0 Dec 8, 2008 2:23 PM Checked By: 3 3 3 3 3 0 0 0 0 0 0 3 0 3 0 3 :.i 0 3 0 3 0 3 0 3 3 3 MZ [k-ft] lc 0 ' 0 3 0 0 0 0 0 0 0 0 3 0 0 0 0 3 3-' 3 3 3 3 3 0 3 3 3 3 3 3 3 3 3 28 29 31 '32 33 4 35 36 37 38' 39 40 41 42 43 44 45 46 47 48 49 50 52 53 55 N15 max 0 9.678 0 3 imin N16 N17 min N18 max 0 N19 max 0 min N20 N21 N22 N23 N25 N27 N28 min 0 k -3 1.19 i 3 max min max min N24 max 51 N26 max 0 0 0 min max 0 min 0 max 0 min max 0 min min max min max min 0 0 min .1 0 3 3 3 3 3 3 3 3 max 0 3 min - 0 3 1.543 12.177 3 1.88 3 14.559 3 2.187 16.766 3 2,46 3 3 18.718 3 2. '. 20.398 2.914 3 21.793 3.119 3 22.937 3.335 23.859 3 3.59 3 24.583 3 3,917 25.133 4.353 0 3 25.523 3 4.942 25.785 5.733 25.952 3 3 3 3 3 3 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 3 3 3 0 13 0 3 3 3 3 3 3 3 3 3` 3 0 0 0 3 3 0 3 0 0 0 3 0 3 0 0 0 0 3 3 3' 0 13 0 3 0 3 0 0 0 0 3 0 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 0 0 0 13 0 3 0 3 0 0 0 0 0 0 3 3 31 3 3 3 3 3 3 3 RISA -3D Version 7.1.1 [C: \JRS Folder \Projects \Jorgensen 5000T Manipulator \5000T Manipulator.r3d] Page 1 Company Designer Job Number Envelope Joint Reactions (Continued) Joint 57 T N29 58 59 60 61 62 63 64 83 84 85 86 N30 N31 N 32 N38 max I 0 min I 0 N39 maxi N42 Totals: KPFF JRS 107026.70 X [k] Ic Y [k] Ic_ ' max 0 3 26.046 3 min 0 3 I 7.28 3 max' 0 3 26.113 3 I min 0 3 ( 7.639 3 maxi I min i max m max min 1` rriin l 0 3 6.9 0 3 26.219 0 3 { 7.706 3 0 3 26.469 3 0 3 1 7.76 3 5000T Manipulator Foundation 7x l�� to les/2 Z pc] 0 0 0 0 0 0 0 0 0 0 0 "< 0 0 0, 0 0 0 0 0 0 0 0 Ic 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 MX [k -ft] Ic MY [k ft]Ic_ MZ [k- ft] __.Ic 0 3 0 3 0 3 0 3 0 I `3 0 3 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 Plfet))2J 3 0 . 3 0 I3_J 3 0 1 3 0 0 3 0 3 3 0 13 0 3 3 0 3 3 3 3 3 3 3 3 3 0 0 0 0 3 3 3 0 1 3 0 13 0 i3 Dec 8, 2008 2:23 PM Checked By: 0 0 3 ::0; 3 0 3 0 0 0 0 0 3 0 3 0 3 3 3 0 3 3 3 0 3 0 0 j3 I.0 0 31 3 3 3 3 3 3 3 3 3 3 3 3 Version 7.1.1 [C: \JRS Folder \Projects \Jorgensen 5000T Manipulator \5000T Manipulator.r3d] Page 2 2 -' min 0 . "" 3, -.023 3 I 0 3 i 0 3' 0 3- 1.019e -4 3 3 N2 I max 0 3 0 3 1 0 3 0 3 0 3 11.859e-4 3 Company Designer Job Number Envelope Joint Displacements Joint X _[inj Ic Ylin] 1 N1 max 0 3 .001 4 5 6 29 N3 KPFF JRS 107026.70 min 7 N4 max 8 min 9 N5 max N15 max 0 max 0 min ' 0 0 0 0 0 3 3 3 3 3 3 3 5000T Manipulator Foundation .021 0 -.016 -.012 0 -.009 3 3 3 3 3 3 Dec 8, 2008 2:23 PM Checked By: Z [inl Ic ,X Rotation ... Ic Y Rotation ... Ic Z Rotation [... Ic i 0 3 0 3 I 0 3 I 1.859e -4 3 0 3 0 3 0 13 0 3 0 i3 0 3 0 3 0 0 0 0 0 0 0 3 3 3 3 3 3 3 0 '' 3 - 1.019e -4 0 3 1.901e-4 0 0 0 0 0 3 3 - 9.97e -5 3 1 3 1.866e -4 3 3 - 9.292e -5 3 1 3 1.539e -4 3 10 11 N6 12 13 N7 max 14 15 N8 16 17 18 19 20 121 23 25' 26 27 N9 N10 N11 22 N12 24 N13 N14 28 min max I 0 min min max 0 min I max 'thin max min max min max max min max min 0 0 0 0 min 0 0 3 3 3 - .01 .001 3 0 3 0 3'I 0 1.08e -4 -:01 3 .002 .01 0 -.011 ' -.013 -.029 3 -.007 -.043 3 0 31 0 13 0 3 .002 13 I -.01 .002 0 3 0 -.01 31 -.002 3 -.003 3 -.019 13 -.005 3 3 3 0 3 0 3 0 0 0 0 3 3 3 0 i3 3I 0 0 3 0 0 0 0 0 0 3 0 3" 0 ,' 3 3 3 3 3 3 '' 3 3 3 = 0 3 0 0 0 0 0 0 0 3 8.404e -5 3 3 5.095e -5 3 3 3 3 1.449e -5 3 - 8.333e -5 - 7.76e -5 - 7.926e -5; 7.22e -5 - 9.246e -5 = 1.238e =4' - 1.925e -4 3 - 3.963e -5 3 3+ 3 - 6.679e -5 3 3 31 3 - 7.804e -5 3 3 3 3 - 3.117e -4 - 4.645e -4 3I 3 3 3 3 3 -5.528e-4 3_J - 8.442e -5 3 - 6.169e -4 3 1- 8.424e -5 3 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 ' N25 50 51 N26 52 53 N27 54 55 N28 56 N16 N17 N18 N19 N20 N21 N22 N23 N24 min max 0 min 0 max max max max 0 0 0 min max 0 Min max min !max min ;? max min max min max min max min max 0 0 0 3 0 3 -.058 -.011 073 -.013 3 I 0 3 0 3 -.088 -.015 -.101 -.016 3 0 0 13 -.018 .123 3 -.019 13 .1 -.02 .138 -.144 !' -.024 -.148 -.026 -.151 -.03 -15 -.035 .155 -.04 156 3 3 0 0 3 0 0 0 0 -.022 3 0 3 0 3 3 0 3 0 3 0 3 3 3 3 3 3 0 0 0 0 0 0 0 0 0 0 3 0 3 0 3 3 3 3 0 3'% 3 3 3 3 3 3 0 0 3 - 7.256e -5 0 0 - 646e_ -4 3 - 7.962e -5 3 3 3 -6.491e-4 - 6.354e -4 - 6.492e -5 3 3 1- 6.119e -4 0 3 - 5.849e -5 5.842e -4' - 5.496e -5 - 5.562e -4 - 5.577e -5 -5.295e-4 3 I - 2.903e -6 -5.053e-4 3 4.696e -5 3 - 4.839e -4 9.248e -5 0 0 3 1.334e -4 3 " -4.52e-4 -4.659e-4 0 3 1.691e-4 0 0 0 - 4`,44e -4 3 2.26e -4 3 3 3 3 3 3 3 3� 3 3 3 3 3 3 1.996e -4 3 - 4,429e - 4 3 3 4.31 5e -4 3 RISA -3D Version 7.1.1 [C: \JRS Folder \Projects \Jorgensen 5000T Manipulator \5000T Manipulator.r3d] Page 3 Company Designer Job Number Envelope Joint Displacements (Continued) 57 58 Joint N29 59 N30 60 61 KPFF JRS 107026.70 max min max min max l X [in] Ic 0 3 0 0 0, 0 3 5000T Manipulator Foundation 3 -.046 3 -.157 3 -.046 Y [in] Ic -.044 3 -.157 1 3I Z [in] 0 0 3 0 3 0 3 0 Ic _X Rotation ... Ic Y Rotation ... Ic Z Rotation [... Ic 3 0 3' 0 3 2.489e -4 3 3 0 3 0 3 -4.288e-4 3 3 3 0 3 0 3 0 3 Dec 8, 2008 2:23 PM Checked By: 2.724e -4 3 -4.879e-4 3 11 2.939e -4 3 -5.979e-4 3 1 3.13e -4 3 -7.196e-41 3.299e -4 3 -8.51e4 3 3.448e -4 3 62 ' 63 64 N32 max min 0 3 -.158 3 -.047 3 3 0 -.159 l3 3 3 N31 77 N39 I max 0 3 -.042 78 .min 0 -.288 3 0 3 3.571e-4 3 0 -1.129e-3 .3 3 0 3 3.663e -4 3 N33 max 0 min 0 N34 max I 0 3 3 RISA -3D Version 7.1.1 [C: \JRS Folder \Projects \Jorgensen 5000T Manipulator \5000T Manipulator.r3d] Page 4 Company Designer Job Number KPFF JRS 107026.70 Envelope Member Section Forces Member Sec Axial[k] Ic y Shear [k] 1 M1 5000T Manipulator Foundation Dec 8, 2008 2:23 PM Checked By: Ic z Shear[k] Ic Torque[k -ft] lc ,y -y Mome_, Ic z -z Mome_ Ic ' 1 max 0 3 0 3 0 3' 0 3 0 ' 3 0 3 2 I min 0 3 0 3 0 3 0 3 0 3 0 3 3 ' 2 !maxi 0 3 -1.155 3 0 3 0 3 0 3 .289 3 min 0 3 -1.155 3 0 3 0 3 0 3 .289 3 5 3 'max' 0 3 -2.309 3 0 3 0 3 0 3 1.155 3 min 0 3 -2.309 3 0 3 0 3 0 3 1.155 3 M2 1 Imax ' 0 3 93.253 3 0 1 3 I 0 3 0 3 1.155 3 MI 107.837 mn M10 1 max 15 2 Imax 0 3 80.004 3 102.642 56.501 1 .0 _ 57.933 77.237 87.194 23 3 Amax 41 3 max 54.456 3 0 3 99.858 3 1138.466 - 69.7•' - 2 .086 96.684 3 Imaxi 0 3 71.685 50.303 92.985 2 !max 0 3 67.977 46.502 13 - 131.342 88.088 - 87.831 62.703 - 110.919 40.851 83.197 3 57.707 35.853 83.139 13 80.665 13 153.845 -198. 63 0 146.191 3 149.04 3 - 142.03 191.485 133,979' 238.853 293.953 -82.541 353.059 17 3 Imax 0 3 19 M4 I 1 max 0 3 0 min 21 2 max 0 3 25 M5 ! 1 imaxI 0 3 29 3 max 0 3 52.504 2 ',max 0 3 I 69.82 3 0 3 0 3 0 3 26.161 3 min 0 3 -67.55 0 3 0 3 0 - 69.82 ' 3 3 !max 0 3 49.899 3 0 1 3 0 3 0 3 80.665 ' 3 r min 0 59$ 0 3 0 0 107.777 3 1 max 0 3 3 0 3 0 3 0 126.928 3 3 126.928 3 -1.5.! ;• 127.79 3 - 215.37 138.466 3 3 . 0 3 153.845 3 148.864 3 146.191 3 138.829 3 149.04 3 238.853 3 9 10 11 12 13 M3 3 RISA -3D Version 7.1.1 [C: \JRS Folder \Projects \Jorgensen 5000T Manipulator \5000T Manipulator.r3d] Page 5 Company Designer Job Number Envelope Member Section Forces (Continued) 57 58 59 60 61 M11 62 63 64 min - 105.509 0 23,801 3 65 66 min I - 129.488 70 71 72 73 M13 74 7 77 7 79 80 82 83 84 85 86 87 88 90E. 91 2. 93 95 6 97 98 99 100 101 102 103 104 105 106! 107 108 109 11 0 111 113 Member Sec Axial[k] 2 -I max 0 Imin ! 0 KPFF JRS 107026.70 M12 3 1 112 M14 2 3 1 M15 2 M16 M17 M18 M19 3 max 0 min i 0 1 !max 0 min! 0 2 max 0 3 !max 0 13 53.931 1 ,max! 0 3 140.495 min 0 3 - 51.123 2 max 0 3 min 0 3 max 0 3 min 0 3 3 max' min " 3 1 2 1 2 3 2 3 min max min max min max min 0 max I 0 min max l max 0 3 in 0 3 max max max in max min max max min . max miri . max min max min max i n max 2 max ,min 3 max 0' 0 0 0 0 0 0 3 3 3 Ic _ 3 3 3 ' 3 3 3 3 3 0 3 3 0 3 179.129 0 3 28.013 3 0 0 3 0 0 0 3 0 3 158.765 0 3 -48.87 0 0 3 3 3 + +. 3 0 3 w 0 0 0 0 0 0 0 0 0 0 0 0 120.319 3 - 70.778 3 101.728 3 - 91 :97 3 3 3 3 3 3 3 3 3 3 3 5000T Manipulator Foundation Y Shear[k] Ic , z Shear[k] 58.227 3 0 - 116.315 3 0 37.013 - 141.692 97.121 -83.66 73.903 232.698 20.329 217.579 8.789 202.484 - 5.225 209.463 .841 194.215 - 13.227 188.634 -19.55 173.575 - 33.991 170.845 -37.819 156.146 52.218 141.743 - 66.915 156.28 - 53.298 142.005 - 67.465 128.049 - 81.841 144.815 - 65.825 130.957 - 79.678 117.424 - 93.688 136.137 -75.53 122.648 - 89.06 109.479 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0 3 3 0 3 0 3 0 3- 227.385 3 3 0 3 0 3 0 3 326.6483 3 0 3 0 3 0 3- 330.836 3 3 0 3 3 3 3 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0 0 0 0 0 0 3 0. 3 0 3 0 3 0 3 0 3 0 3 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ic Torque[k -fta Ic y -y Mome... lc z -z Mome... Ic 3 0 3 0 3 410.408 3 3 0 3 0 3 -23.669 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0 3 3 3 3 3 3 3 3 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 3 0 3 0 3 0 3 3 3 3 0 .3 ` 0 . 3 -1'! 15.951 3 3 3 0 3 3 0 3 3 3 3 3 0 3 3 3 3 Dec 8, 2008 2:23 PM Checked By: 3 472.113 3 3 19,168 3 3 472.113 3 3 19.168 3 3 511.739 3 0 3 557.125 3 0 3 52.233 3 0 3 557.125 3 0 3 52.233 3 0 3 547.984 3 0 0 0 3 385.979 0 3 - 227.385 0 3 385.979 0 0 0 0 0 0 0 0 0 0 .! 0 0 0 0 0 0 0 3 19.722 3 548.473 3 8.025 3 548.473 3 8.025 3 457.488 3 282.273 3 3 3 ! 282.273 3 - 418.169 3 3 244.555 3 3 - 498.873 3 3 217.658 3 - 562.964 3 217.658 3 - 562.964 3 193.413 3 - 622:888 3 177.332 3 - 666.924 3 3 3 3 3 3 3 3 3 3 3 3 3 3 - 418.169 177.332 - 666.924 161.498 - 711.698 152.887 - 740.92 152.887 - 740.92 142.676 -771.234 139.319 - 786.603 139.319 - 786.603 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 133.51 3 3 , - 805.827 3 3 134.096 3 RISA -3D Version 7.1.1 [C: \JRS Folder \Projects \Jorgensen 5000T Manipulator \5000T Manipulator.r3d] Page 6 3 3 3 3 3 Company Designer Job Number 114 115 116 117 118 Member M20 119 120 121 M21 122 123 124 125 KPFF JRS 107026.70 Envelope Member Section Forces (Continued) Sec min 1 Axialfkl 0 max l 0 min 0 2 !maxi 0 mini 0 3 max ! 0 min 0 1 max! 0 mini 0 2 max 0 mini 0 3 max 0 Ic 3 3 129.837 31 5000T Manipulator Foundation v Shearfkl Ic - 102.72 3 -82.718 3 116.646 3 3 - 95.957 3 3 103.766 3 1 3 -109.316 3 3 125.475 3 3 1 - 87.775 3 3 112.505 3 3 - 100.78 3 3 99.833 3 - 95.336 z Shearfkl Ic Torauefk -ftl 0 3 0 3 0 3 0 3 0 3 0 0 0 0 0 0 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 Ic 3 3 3 3 3 3 3 3 0 0 0 0 3 3 3 3 v -v Mome... Ic 0 I 0 3 0 {3 0 3 Dec 8, 2008 2:23 PM Checked By: z -z Mome... Ic - 810.7821 3 134.096 3 - 810.782 3 132.251 3 0 k 3 -822.058 3 0 3 136.365 3 0 1 3 - 819.678 3 0 3 136.365 3 0 3 - 819.678 37 0 3 134.963 3 0 3 - 825.681 3 0 3 137.275 3 - -818.509 3 126 127 128 1291 130 131 132 134 135 136 137 138 139 140 141 142 143 1 144 145 146 147 148 149 150 151 152 153 --154 155 156 157 158 159 160 161 162 M22 M23 M25 M26 min max 2 3 mini 0 E 3 91.113 0 3 109.797 13 max min max rn max 0 3 120.887 min 0 1 3 -93.13 2 !max min 3 max M24 1 Imax 119.91 3 0 1 min min max min max �n 0 0 1 3 97.255 3 - 116.908 3 - 105.861 0 0 3 max 0 3 93.946 in 0 in . "`:: 0 3 max M3 M28 1 max 0 3 164 in 0 3 165 2 max 0 3 166 rain 0 ,- 3 167 168 . min 0 3 M29 1 max 0 3 170 min" 0 : -113.904 122.623 - 103.948 0 3 108.13 0 3 95.642 3 0 3 107.152 0 3 94.645 0 3 119.372 3 3 3 0 3 0 0 0 0 - 118.726 3 0 - 94.186 3 3 - 106.878 I - 119.715 in 3 I - 94.608 3 106.543 3 3 3 3 - 107.323 3 1 " 0 0 -94.685 3 - 120.198 3 0 0 3 118.984 3 3 106.013 3 - 107.486 3 0 3 93.251 0 .' 3 " - 120.464 ; 3 3 118.476 3 3 -94.679 105.29 107.63 3 92.286 - 120.778 3 3 117.604 3 - 94.825 ..,. 104.124 3 - 107.994"" ' 3 90.797 - 121.382 3 116.151 0 3 0 3 3 3 0 0 3 0 3 0 13 0 0 0 0 0 0 0 0 0 3 3 0 0 3 3 0 3 3 3 3 3 0 0 0 3 0 3 3 0 0 0 3 3 0 3 0 3 3 3 3 3 0 0 3 0 0 0 0 0 0 0 0 0 0 3 3 3 3 3 31 3 3 3 3 3 3 3 3 3 3 3 3 3 0 3 137.275 3 0 0 0 0 0 0 0 0 0 0 3 132.568 3 - 821.346 3 3 137.035 3 3 3 3 137.035 3 0 3 - 811.325 3 0 3 146.117 3 0 3 - 812.512 3 0 3 164.616 3 3 - 800.985 " 3 3 0 3 164.616 3 - 800.985 3 192 3 - 801.462 0 3 225.111 3 0 3 - 789.191 3 0 1 3 225.111 3 0 0 3 257.285 3 3 3 3 0 0 0 3 0 3 0 3 -818.5091 3 -811,325 - 789.19 - 789.355 0 3 293.173 3 0 3 - 776.553 " 3 0 3 293.173 3 - 776.553 327.833 - 776.275 3 366.207 - 762.624 -762.624 -761.263 - 745.915 3 3 3 3 3 366.207 3 3 1402.563 3 3 3 1442.633 3 3 3 442.633 3 745.915 3 479.642 3 -742.316 3 520.366 3 - 723. 3 520.366 3 - 723.894 3 ` RISA -3D Version 7.1.1 [C: \JRS Folder \Projects \Jorgensen 5000T Manipulator \5000T Manipulator.r3d] Page 7 Company Designer Job Number Envelope Member Section Forces (Continued) Member Sec Axiaitkj Ic y Shear[k], Ic z Sheartk] Ic TorqueLk -ft] Ic y -y Mome... lc z -z Mome... Ic 171 2 max 0 3 102.299 3 0 3 0 3 0 1 3 556.679 3 172 min 0 3 - 108.791 3 0 3 0 3 0 3- 716.393 3 1 173 3 maxi 0 3 88.566 3 0 3 0 3 0 3 596.707 3 174 min 0 3 -122.491 " 3 0 3 0 3 0 3 1- 692.993 3 175 M30 1 max' 0 3 113.959 3 0 3 0 3 0 3 596.707 3 176 min 0 3 I - 96.378 3 0 3 0 3 0 3 -692.993 3 177 2 max 0 3 99.661 3 0 3 0 3 0 3 630.615 3 178 min 0 -- - 110.186 3 0 3 0 3 0 3- 679.445 3 179 3 max l 0 3 90.945 3 0 3 0 3 0 3 668.237 3 180 min 0 3 - 124.267 3 ` 0 3 0 3 0 3- 668.628 3 181 M31 1 max 0 3 3 0 3 0 3 668.237 3 min 0 3 0 3 0 3- 668.628 3 182 183 184 185 186 187 188 189 190 191 192 193 M33 194 195 196 197 198 199 200 °202" 203 204 205 2 207 20 209 210 211 212 213 214 215 2'18 219 225 22 227 M32 KPFF JRS 107026.70 3 1 2 3 1 2 M34 M35 M36 M37 M38 2 max min 3 1 2 3 1 2 3 1 3 1 2 3 2 max in; max i n max min max min max min max Min max min max max max max max 2 max in III max min max nin max kl' max max min max 0 0 0 0 0 3 119.441 min 0 3 - 100.317 max 0 3 106.239 nin 0 3 - 114.976 3 93.051 3 - 119.937 0 0 0 0 0 0 0' 0 0 0 3 0 3 0 0 max 0 Mir) :0 0 0 0 0 0 0 0 3 3 3 5000T Manipulator Foundation 115.611 3 0 3 - 98.048 3 0 3 107.311 3 0 3 - 112.265 3 0 94.486 126.785 3 118.301 - 94.824 3 104.76 3 3 3 3 3 3 3 3 3 3 3 3 3 3 - 107.618 91.202 - 120.764 117.074 - 95.292 89.36 -121.717 116.417 5.503' 3 102.41 3°� = - 108.668 88.351 - 122.214 117.491 - 94.617 103.558 107.724 89.577 -121.208 122.142 - 91.228 108.682 - 103.941 95.196 17.003 133.092 -83.165 120.693 -94.966 108.305 3 3 3 0 3 3 3 3 3 3 3 3 3 3 3 3 3 0 0 0 103.237 3 0 - 108.318 3 0 3 0 3 3 3 3 3 3 0 3 3 0 3 0 0 3 0 0 0 0 0 0 0 0,"" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0" 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0 0 0 0 0 0 .; 0 0 0 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 :0_ 0 0 0 3 3 3 3 3 3 3' 3 3 3 3" 3 3 0 3 697.614 3 0 3 - 770.322 3 >> 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0. 0 0 0 0 0 0 0 Dec 8, 2008 2:23 PM Checked By: 0 3 3 3 804.864 3 - 687.931 3 806.735 3 - 650.298 3 730.706 3 3 - 759.762 3 3 752.962 3 3 - 770.588 3 3 778.932 3 - 749.114 3 3 778.932 3 3 - 749.114 3 3 790.963 3 3 - 736.719 3 3 806.709 3 3 - 707.519 3 3 806.709 3 3 - 707.519 3 3 3 3 3 3 0 13 0 730.706 - 759.762 806.735 - 650.29 786.796 620.054 770.572 - 570.61 770.572 -570.61 '. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 727.747 3 - 528.883 " 3 3 688.636 3 3 - 467.157 3 3 688.636' 3 3 - 467.157 3 3 617.582 3 - 415.036 3 3 550.242 3 3 "- 342.821. 3 550.242 3 342:821 3 3 445.119 3 - 284.544 " 3 3 343.711 3 RISA -3D Version 7.1.1 [C: \JRS Folder \Projects \Jorgensen 5000T Manipulator \5000T Manipulator.r3d] Page 8 Company Designer Job Number KPFF JRS 107026.70 Envelope Member Section Forces (Continued) 228 ' 229 230 231 232 233 Member Sec min M39 1 max min 2 max min max Axialfkl Ic 0 3 0 0 0 0 0 3 3 3 3 3 5000T Manipulator Foundation v Shearfkl Ic z Shearfkl - 107.064 3 1 0 154.121 3 0 - 67.298 3 0 143.58 3 ' 0 - 77.453 69.32 0 0 Ic Torquefk -ftl Ic 3 0' 3 3 0 3 3 0 3 3 0 3 3 3 0 3 0 0 13 0 Dec 8, 2008 2:23 PM Checked By: v -v Mome... Ic z -z Mome... Ic 0 3 -207.229 3 0 3 343.711 3 0 ' 3 -207.229 3 0 3 247.242 3 3 - 151,717 3 j 3 181.188 3 3i 3 3 3 3 3 31 I 3 3I 3 234 235 M40 236 237 238 I 239 240 241 242 243 244 245 246 min 1 max M41 min 0 max 0 min 3 max min 1 max 2 max 3 r iin max 0 0 0 0 0 3 100.228 0 3 3 - 87.823 - 39.348 1 '3 94.506 3 - 46.884 54.532 0 3 6.229 miry' 0 3 6.229 3.114 3.114 3 3 3 3 3 0 0 0 . 0 3 35.772 ! 3 0 3 3 3 3 0 '3 0 0 0 0 0 0 3 0 3 0 0 1 3 1 0 3 0 0 0 0 0 0 0 3 - 79,896 3 181.188 3 - 79.896` 3 85.821 3 3 3 3 -42.512 6.229 6.229 3 6.229 6229 1.557 1.557 0 3 RISA -3D Version 7.1.1 [C: \JRS Folder \Projects \Jorgensen 5000T Manipulator \5000T Manipulator.r3d] Page 9 3 3 a. X KPFF JRS 107026.70 " ' • Solution Envelope Member y Shear Forces (k) - _ 5000T Manipulator Foundation • Dec 8, 2008 at 2:23 PM r 5000T Manipulator.r3d Solution: Envelope Member z Bending Moments (k -ft) KPFF JRS 107026.70 5000T Manipulator Foundation 5000T Manipulator.r3d Dec 8, 2008 at 2:24 PM 1— Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 project location client by date sheet no. job no. (ktmor, 6Aws- 4 � �cS ° Company Designer Job Number Envelope Joint Reactions 2 3 4 5 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 Joint - X YDN lc Z[1s1 . |o , M� ��] k�M([�� � N1 max 0 4 0 i 4 0 4 \ 0 4 0 N2 N3 N4 N5 N6 N7 N8 KPFF JRS 107026.70 min min N13 imax \nlin| N14 !nax 0 max 0 min 0 maxi 0 6 min 0 max 0 min 0 min / 0 max 0 min | 0 max 0 0 0 =i T � -, max min | 0 N15 max 0 | min I 0 N16 max. 0 min O N17 nlaxl 0 |nin O 35 5000T Manipulator Foundation 4 0 4 'O 4 0 4 0 4 150.884 4 4 -4.981 4 4 116.567 4 4 142_ 4 ! 85.032 4 4 -1.122 '4 4 75.741 4 4 -5.42 4 4 73.774 4 4 -10i191 4 4 72.006 4 4 '-14.492 4 4 70.553 4 0 0 0 O 0 0 0 4 4 4 0 4 . O 4 4 4 4 4 0 4 0 4 0 4 O 4 0 4 0 O 0 0 0 0 0 0 0 0 4 4 4 4 4 0 4 4 | -16.657 4 0 | min | 0 N9 max 0 4 71.068 \ min j � 'O 4 -14.2 N10 max 0 4 76.828 min ' 0 4 -5.048 N11 max 0 4 93.685 min 0 4 7.281 N12 max | U 4 130.85 0 0 0 4 4 4 4 4 4 !4 N18 max 0 ' 'n n� 7 0 38 ' L . 38 �'� �noin | 0 4 /2.403 4 4 U � U 0 0 0 0 0 4 0 0 4 10.784 4 0 4 1.204 4 0 4 14.534 4 0 39 N20 I max / 0 4 30.518 4 0 | 40 | nnin / O '4 2.544 4 0 41 N21 ��max 0 4 32.57 4 0 42 _ inmin T 4 0 4 2.691 4 0 43 N22 'max 0 4 34.242 4 0 44 i min 1 0 4 2.879 4 0 48 `� ��� -'=.�1nin | ^O ' 4 3L151 47 N24 �max: 0 4 36.634 4 48 �� h 0 3.557 49 N25 max 0 4 37.408 4 rc« |nNn L U ' 4 4.159 4 51 N26 !nnaxi 0 4 37.953 4 52 min |' 0 4 5.024 4 [54 . ] min | 0 ' 4 6.225 4 ' 0 | 55 1 N28 max 0 4 38.525 4 0 r56 ' ' ' nn� 0 4 7.535 4 0 0 0 4 4 4 4 4 4 4 4 4 4 O 0 0 0 0 0 0 0 0 0 4 0 4 0 4 0 4 18.277 I 4 0 4 4 1.802 4 0 ` 4 4 21.838 4 0 4 4 2.044 4 D 4 4, 0 4 25.131 4 0 4 0 4 2.242 4 ` 0 4 D 0 4 0 0 4 0 0 4 0 4 0 4 0 - 4 0 4 0 4 0 4 O 4 0 4 0 4 0 _�4 O ' 4 0 4 0 4 0 4 4 ''O ' 4 4 4 0 4 0 4| 4 0 0 0 0 0 0 0 4 'O 4 0 4 0 4 0 0 4 0 4 0 4 0 4 0 4 0 4 0 • 4 0 4' 0 4 0 • 4 0 O 4 0 4 O 4 O `` 4 0 4 0 4 8 4 1.518 1 4 0 4 0 4 0 | 4 0 4 4 4 4 4 0 0 4 0 4 0 | 4 0 _4 O 4 0 4 0 4 0 4 0 14 0 4 4 0 4 D 4 4 0 4 0 4 4 O 4 0 4 4 0 4 0 4 4 O 4 0 4 4 0 4 0 4 |4 0 4 4 0 4 0 4 D 4 ' ' ' 0 4 0 4 0 4 0 4 4 0 4 0 /4 4 0 4 0 4 4 0 4 0 4 D 4 0 4 0 O 4 0 4 O 4 0 4 0 0 0 D ' 4 0 4 4' 0 4 4 O 4 O O 0 Dec 8, 200 2:28 PM Checked By: 4 0 4 4 0 4 4 0 4 4 0 4 4 0 4� 4 0 4 4 0 4 4 0 4 4 0 4 4 O 4 4 0 4 4 0 4 4 0 4 ^J 4 0 4 1%1 4 0 4 X 4 0 4 4 0 !4 0 4 4 0 4 4 0 4 4 0 . 4 y\ 4 0 4 J` 4 0 4 0 4 0 4 0 4 0 4 _j 4 0 4 0 4 4 0 4 4 0 4 0 • 4 0 4 0 /4 0 4 4 0 4 4' 4 0 4| 4^ , 0 ^-1 RISA-3D Version 7.1.1 [C:URSFo|dehProjeuts\ orgensen 5000T Manipulator\5000T Manipulator.r3d] Page 1 Company Designer Job Number Envelope Joint Reactions (Continued) Joint 57 N29 58 59 60 61 65 N30 N31 N33 KPFF JRS 107026.70 X[k1 max 0 min 0 max min max l 62 63 64 N32 min max min 0 4 39.236 0 4 9.236 4 9.303 4 0 4 0 4 0 4 maxi 0 0 0 68 69 N35 70 80 86 N 36 71 72 73 N37 74 79 N40 max 81 N41 82 83 84 85 N42 Totals: min max 0 min max min max min max In max min max 0 0 4 4,; 9.44 4 9,43: 4 6.'4 4 4 23.'05 4 4 5.3"7 4 0 0 4 4 45.32 4 0 4 4 4 75 N38 max' 0 4 .3. 2 4 0 4 0 76 min 0 4 = 4 4 0 4 0 77 N39 max 0 4 71 138 4 78 mirt 0 4 7,: 0 4 4 4 0 4 0 4 4 0 14 801.9 4 4 0 14 0 0 0 0 0 0 0 0 0 4 4 0 4 4 4 4 '' 4 4 0 0 0 0 0 0 0 4 4 4 0 0 0 4 4 0 0 0 Ic Y [k] Ic Z [k] lc MX [k -tt] _ ._ Ic MY [k -ft] Ic MZ [k -ft] 4 38.636 4 0 4 T 0 4 T 0 4 0 4 8.611 4 i 0 4 0 4 0 4 0 4 38.712 , 4 0 4 0 4 0 4 9.153 4 0 4' 0 4 0 4 38.857 4 0 4 0 4 0 4 5000T Manipulator Foundation 39.785 0 4 0 FCte 51C h31- MP3.5 . 011f zy c- 4z 0 Dec 8, 2008 2:28 PM Checked By: 4 4 0 0 0 0 0 RISA -3D Version 7.1.1 [C: \JRS Folder \Projects \Jorgensen 5000T Manipulator \5000T Manipulator.r3d] Page 2 Ic 4 4 4'i 4 4' 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Company Designer Job Number Envelope Joint Displacements 2 3 4 5 Joint N1 max: N2 N3 7 N4 8 9 N5 10 11 N6 12 13 N7 4 15 i N8 KPFF JRS 107026.70 min i 0 max 0 min 0 max 0 I min , 0 max 0 i min , 0 max 0 min i 0 min max: X [in] 0 4 0 0 4 4 4 4 4 4 4 4 4 max 0 4 min 0 4 max 0 4 4 4 5000T Manipulator Foundation Y[in] lc Z [in1 lc X Rotation ... lc Y Rotation ,.. lc Z Rotation [... lc_ .002 4 0 4 T 0 4 0 h 4 2.95e -4 4 -.036 4 0 4 0 4 0 4 -1.654e-4 4 .001 4 0 4 0 4 0 4 2.95e -4 ! 4 -.033 4 0 4 0 4 0 4 -1.655e-4 4 <i 0 4 0 4 0 4 0 4 3.017e -4 i 4 1 0 4 0 4 0 4 -1.62e-4 ' 4 0 4 0 4 0 4 2.961e-4 4 4 , 0 4 -1.512e-4 4 4 0 4 0 4 0 4 2.437e -4 4 4 0 4 0 4 0 4- 1.359e -4 4 4 0 4 0 4 0 4 -.025 4 0 4 -.018 .001 -.016 .002 -.016 .003 -.016 .004 4 4 4 0 0 0 0 4 4 0 4 0 0 4 0 0 4 16 17 18 19 N11 N12 max min 0 0 max 0 20 21 22 23 24 25 26 27 28 29 30 31 32 33 35 36 37 42 43 49 50 51 52 N9 N10 maxi min 1 0 N13 min l N14 min N15 N16 min N17 N18 38 39 N20 min I' min min Imax max max min. max .min N19 max 0 40 41 N21 max 4 4 mtn N22 max N25 max N26 max 0 4 min 0 53 N27 max 54 max 0 4 0 max 0 min min ° 0 max 0 0 min 0 4 55 N28 max 0 -.015 .003 ;015 4 .001 4 -,017: -.028 4 4 4 0 4 -.007 4 0 4 -.009 4 -.088 4 0 1 4 -.012 max 0 14 -.014 4 4 -.002 -.02 -.004 4 0 4 4 0 4 4 0 4 -.005 -.044 -.065 -.011 -.132: 51 -.014 -.169 -.015 6 -.225 -.03 29 -.231 4 :.' 0 0 4 4 -.184 4 -.016 4 4 -.038 4 56 min 0 4 -.232 4 0 0 0 4 0 4 4 4 0 0 -.025 4 0 4 0 0 -.045 0 4 4 4 4 4 4 0 0 4 4 4 4 0 4 4 4 4 0 0 0 0 0 0 0 0 0 0 0 0 1 0; 4 4 4 4 4 I 4 0 14 0 4 0 4 0 4 1.907e -4 4 0 4 3.9e -5 4 0 4 -2.922e-4 4 0 4 - 3.539e -5 4 0 4 - 4,708e -4 4 4 - 6.359e -5 4 0 4 i 0 0 0 0 41 0 4 4 0 4 0 0 4 0 4 4 4 4 0 4 8.881e-5 1 4 0 0 0 0 0 0 4 4 - 1,46e -4 4 -7.e -4 - 7.272e -5 - 8.323e -4 4 4 4 4 4 - 7.625e -5 4 4 -9.282e-4 4 4 - 7.282e -5 4 - 9.716e -41 4 4 - 6.507e -5 4 - 9.763e -4; 4 - 5.553e -5 4 - 9.561e - 4 - 4.662e -5 =9 218e -4 4 4 I - 4.072e -5 4 4 - 8819e -4. 4 - 4.012e -5 4 4 4 - 8.42e - 4 4 - 4.677e -5 4 4 4 4 3 239e-5 4 4 -7.714e-4 4 4 1.069e -4 4 0 4 - 7426e - 4 4 1.747e -4 4 = 8047e -4 - 7.186e - 4 4 4 2.356e -4 4 4 7,009e -4 4 4 2.887e -4 4 4 . °- 6.923e - 4 4 4 3.339e -4 4 4 - 6.94e -4 ! 4 3.733e -4 4 4 - 6.787e -4 " 4 4 0 0 0 Dec 8, 2008 2:28 PM Checked By: 4 1.707e -4 4 - 1.263e -4 '4 4 1.336e -4 4 - 1.277e - 4 4 1.175e -4 4 4 4 RISA -3D Version 7.1.1 [C: \JRS Folder \Projects \Jorgensen 5000T Manipulator \5000T Manipulator.r3d] Page 3 Company Designer Job Number Envelope Joint Displacements (Continued) 58 `i' 59 N30 60 62 61 N31 min max min 0 0 max min 0 0 -.233 4 4 -.055 -.234 -.233 -.056 4 0 4 0 0 4 4 0 4 4 0 0 0 - 6.77e -4 4 4.432e -4 14 - 7.734e -4 4 4 4 4.761e-4 14 4 -9.508e-41 57 N29 max 0 4 -.052 4 63 64 65 KPFF JRS 107026.70 5000T Manipulator Foundation Joint X [in] lc Y [in] lc Z fin] 0 N32 ' max 1 0 4 -.056 ' 4 0 14 min 0 4 -.236 4 0 4 N33 I max 0 1 4 1• 0 4 Ic X Rotation ... Ic Y Rotation Ic Z Rotation [..,tc_ 4 0 4 0 4 4.074e -4 4 0 4 0 66 '1 68 69 70 71 N36 72 1 73 N 37 74 75 76 77 78 79 80 81 82 '83' 84 1 min N35 N38 N 39 N40 N41 N42 min 'max min min max 0 max 0 0 min max min max min max 0 0. 0 0 min 0 4 I max 0 min max 0 min 0 -.24 4 4 4 4 4 4 4 4 4 4 -.24 -.057 4 -.242 -.057 -.273 -.056 -.324 -.053 -.381 -.441 -.041 -.566 -.023 -.628 4 4 4 4 -.047 4 I 0 4 -.503 4 -.032 4 4 4 0 0 14 0 0 0 4 0 0 4 14 4 4 4 '4 I4 4 I' 4 4 (4' 0 0 0 0 0 0 0 0 0 4 4 0 4 4 4 4 4 4 4 0 0 4 4 0 0 0 0 0 4 - 1.357e -3 4 4 5.559e -4 4 4 - 1.578e -3 4 5.759e -4 4 4 4 4 5.909e -4 4 4 2.022e -3 0 0 4 4 4 4 4 '4 4 - 1.802e -3 6.013e -4 - 2.224e -3 6.214e -4 -2.396e-3 - 2.519e -3 - 2.594e -3 4 4 4 0 4 6.364e -4 4 6.415e -4 4 - 2.577e -3 4 6.418e -4 4 -2.593e-3 4 6.414e -4 4 4 0 0 4 4 0 0 0 Dec 8, 2008 2:28 PM Checked By: 4 5.057e -4I 4 4 - 1.146e -3 4 4 5.323e -41 4 RISA -3D Version 7.1.1 [C: \JRS Folder \Projects \Jorgensen 5000T Manipulator \5000T Manipulator.r3d] Page 4 Company Designer Job Number Envelope Member Section Forces Member Sec Axial[k], Ic y Shear[k] Ic z Shear[kj Ic Torque[k -ft1 Ic y -y Mome lc z -z Mome...lc M1 1 Imax 0 4 0 T 4 0 4 0 4 0 4 0 4 min 0 14 i 0 4 0 4 :0 4 0 4 0 4 3 11 12 13 14 15 19 20 21 22 KPFF JRS 107026.70 2 max M3 3 min . max min max min max M4 2 1 2 3 max 0 4 148.112 min 0 14 - 39.256 max 0 4 111.542 min 0 4 - 108.256 �In max max in max Min max 0 4 -1.386 0 i 4 -1.386 0 4 -2.771 0 4 4 -2.771 0 4 0 14 0 4 0 i 4 0 0 0 0 0 4 0 i4 0 0 4 4 4 4 4 4 4 4 5000T Manipulator Foundation 80.592 4 4 4 4 4 4 4 4 4 4 4 127.93 - 129.555 4 91.249 4 - 178.36 4 166.016 4 - 93.328 4 4 123.867 4 - 139.221 4 88.343 4 - 185.737 4 159.798 4 - 111.593 4 119.785 -144 428 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 0 4 4 4 4 4 4 4 0 4 4 4 4 4 4 4 4 4 4 4 4 0 0 0 0 0 0 0 0.: 0 0 0 0 0 0 4 4 4 4 4 4 4 4 4 4 4 4 4' 0 4 0 4 0 4 0 4 0 0 0 0 4 0 4 4 0 4 4 0 4 4 0 4 0 0 0 0 0 0 4 0 4 0 4 0 0 0 0 0 Dec 8, 2008 2:28 PM Checked By: 4 4 0 '4 4 128.941 4 4 - 172.567 4 4 128.941 4 4 -172.567 4 346 .346 4 1.386 4 1.386 4 1.386 4 1.386 4 42.028 4 - 111.542> 4 4 164.642 4 -270.213 4 4 203.114 4 4 - 296.097' 4 4 203.114 4 4 - 296.097 4 4 204.666 4 - 344.497 4 4 220.998 4 4 - 332.195 4 4 220.998 4 4 - 332.195 "4 4 2 • . •,: -• 4 28 29 30 37 38 39 40 41 43 44 45 46 47 48 31 32" 33 34 35 M6 an 2 'max 3 min max max min min max min min 0 max 0 min max max min max 0 0 0' 0 49 M9 1 max 0 50 min 0 51 2 max 0 52 min " 0 53 3 max 54 min 55 M10 1 max 0 6 in 0 4 - 152.476 4 155.689 4 - 123.178 116.615 160.662. -200.926 4 151.006 - 130.488 4 111.917 - 166.54 85.879 4 - 195.065 4 0 83.327 4 4 0 4 0 0 4 0 4 0 4 4 4 4 4 78.48 - 206.06 4 144.505 4 -136.965 4 104.867 4 - 172.929.4 70.88 4 -212.716 4 137.837 4 -143.111 4 98.031 4 - 179.204 .4 64.041 4 - 219.226 4 137.912 4 4 0 0 0 0 0 0 0 0 0 0 0 4 4 4 4 4 4 0 0 0 0 4 4 4 4 0 4 0 4 0 0 0 4 0 0 4 0 4 4 4 351.41 4 .. 4 - 319.828 4 243.706 4 - 319.828 4 234.278 4 -326.157 4 0 4 4 1 227.621 - 286.51 227.621 4 [ 8 4 4 213.15 4 -285.615 4 225.872 0 4 " -2 9.84 0 4 225.872 4 - 239.842 4 4 289.73 4 - 231.012 4 360.488 4 176.625 4 360.488 4 176.625 4 0 4 443.439 -158.952 4 4 531.819 4 4 ., .- 95.764' 4 4 531.819 4 4 - 95.764 4 RISA -3D Version 7.1.1 [C: \JRS Folder \Projects \Jorgensen 5000T Manipulator \5000T Manipulator.r3d] Page 5 Company Designer Job Number Envelope Member Section Forces (Continued) ' 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 3 78 79 M14 80 81 82 83 84 85 86 88 89 90 91 92 87 93 94 95 96 97 98 99 M12 100 101 102 103 104 105 106 107 108 109 110 111 112 113 Member M11 M13 3 max. min I 0 M15 1 max 0 min ! 0 2 M18 M19 KPFF JRS 107026.70 Sec Axial[k] Ic y Shear[k] 2 lmax! 0 4 99.029 j min I 0 4 -180.237 3 'max 0 4 ...0:'j mini 0 4 - 219.862 1 max I 0 4 4 0 I min 0 4 - 130.926 ' 4 0 2 imax 0 4 min 0 4 - 164.905 4 0 3 maxi 0 4 91.176 4 0 min 0 4 + 4 0 1 max 0 4 222.02. 4 0 min 0 4 L .• 4 0 2 maxi 0 4' 191.23 4 0 min 0 4 - 114.525 4 0 3 max 0 4 162.97 4 _min 0 4 4 0 1 maxi 0 4 359.564 4 0 mini 0 4 9] 4 0 2 :max 0 4 336.858 4 0 4 2.795 4 0 min max 0 min 0 1 Amax 0 _min 0 2 max] 0 min 0 0 3 max 0 min 0 ;max 0 min 0 M16 1 max; 0 2 !max 1 min 3 min 0 M17 1 max 0 _1min! 0 2 max' 0 !_mini 0 3 max 0 0 min! 0 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5000T Manipulator Foundation 314.193 4 - 18.142 4 324.659 4 4 4 4 -9.137 301.747 4 0 -30.16 4I 0 4 4 4 0 4 279.095 4 0 4 - 52.331 4 0 4 293.354 4 - 39.741 270.745 - 61.362 248.534 - 83.681 266.656 - 67.206 244.623 - 88.759 4 - 111.638 4 202.669 4 - 133.153 1 max I 0 4 227.8 I mini 0 4 - 109.224 2 ]max 0 4 207.114 min j_ 0 4 - 129.903 3 max! 0 4 186.947 mini. 0 4 - 150.833 1 max 0 4 214.971 min! 0 4 - 123.697 Ic z Shear[k] Ic Torquuejk -ft] y -y Mome... lc z -z Mome... Ic 4 0 4 0 4 0 14 618.2 4 1 4 1 0 4 . 0 4 0 i 4 - 76.324 ' 4 1 4 0 4 0 4 0 4 '710572 4 4 0 4 0 4 0 4 -1 314 9 4'1 4 0 4 0 4 710.572 4 0 4 0 4 - 14.139 122.154 4 0 0 4 0 i 4 770.554 4 4 4 4 4 4 4 4 4 4 4 4 4 2 'max 0 4 194.874 i mina ' 0 4 - 143.859 3 [maxi 0 4 175.29 4 0 4 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 0 0 0 0 0 0 0 0 0 4 4 4 4 4 4 4 4 4 0 0 0 0 0 0 0 4 0 :.. 4 0 4 4 4� 4 4 4 4 4 4 4 0 4 4 0 4 0 4 4' 4 4 4 4 4 4 4 4 4 4 4 4 4 0 0 4 0 0 4 0 0 4 0 0 0 0 0 0 4 0 4 0 4 0 4., 0 4 0 4 0 4 0 4 0 4 0 4 0 4 0 4 0 4 0 4 0 4 0 0 4 0 Dec 8, 2008 2:28 PM Checked By: EC asikLf7 4 ' 838.774 ! 4 4 4 4 4 30.946 30.946, 4 4 826.171 4 - 19.047 4 4 827.492 4 4 - 37.226 4 4 827.492 4 4 -37.226 4 4 693.926 4 4 - 223.577 4 0 4 0 4 590.036 4 0 4 0 4- 391.347 4 0 4 0 4 590.036 4 0 4 0 4- 391.347 4 0 4 0 4 504.844 4 0 4 0 4- 547.13 4 0 4 0 4 442.099 4 0 4 0 4 - 678.609 0 4 0 4 442.099 4 0 4 0 4 - 678.609 4 0 4 0 4 389.468 i 4 0 4 0 4 - 800.017 0 4 0 4 352.666 4 1 0 .4 0 4 - 896.329 0 4 0 4 352.666 0 4 0 4 - 896.329 0 4 0 4 319.826 4 0 4 0 4 - 986.255 0 4 0 4 298.564 4 0 4 0 " 4 - 1052.247 4 0 4 0 4 _298.564 4 0 4 0 4 -1052.247 . 4 0 4 0 4 277.666 4 0 4 0 4 -1119.447 4 0 4 0 4 1266.841 4 - 1163.25 4 4 4 4 4 4 4 266.841 4 - 1163.25 249.966 4 4 253.663 4 4 - 1208.592 4 4 4 -1231.507 4 0 4 0 4 249.966 4 0 4 0 4 - 1231.507 4 4 0 4 0 4 242.778 4 0 4 0 ''4 - 1260.161 4 4 1 0 4 0 4 244.336 4 RISA -3D Version 7.1.1 [C: \JRS Folder \Projects \Jorgensen 5000T Manipulator \5000T Manipulator.r3d] Page 6 Company Designer Job Number Envelope Member Section Forces (Continued) 126 127 128 138 140 168 169 170 KPFF JRS 107026.70 ;:min • • 0 • 4 - 150.867 5000T Manipulator Foundation Member Sec Axialrkl Ic v Shearfkl 114 1 min 0 4 - 164.229 i 4 1 0 115 M20 1 max 0 4 205.743 4 116 min 0 4 - 134.344 14 117 2 max 0 4 186.124 4 0 4 118 min 0 4 - 154.041 4 0 4 119 3 max 0 4 167.002 4 0 4 0 4' 0 4' 248.987 4 120 min 0 4 - 173.93 4 1 0 4 0 4 0 4- 1280.682 I, 4 121 M21 1 max' 0 4 199.437 4 0 4 0 4 0 4 248.987 4 122 min 0 4 - 141.763 1 4 0 4 0 4 0 4- 1280.682 4 123 2 max 0 4 180.171 4 0 4 0 4 0 4 124 min 0 4 - 161.085 I4 0 4 0 4 125 3 max 0 4 161.382 ' 4 0 4 0 4 min 0 4 - 180.598 4 1 0 4 0 •, 4 0 4 M22 1 !max 0 4 195.388 4 0 4 0 4 0 4 250.116 4 min 0 4 - 146.591 4 0 4 0 4 0 , 4 - 1279.137 4 129 2 max 0 4 176.352 4 0 4 0 4 0 4 242.652 4 130 min. 0 4 - 165.64 4 0 4 0 4 0 4- 1283.61 4 131 , 3 .max 0 4 157.77 4 0 4 0 4 0 4 248.38 4 132 min 0 4 - 184.89 ' 4 0 4 .. 0 4 0 4 - . 1268.997 4 133 M23 1 max 0 4 192.988 4 0 4 0 4 0 4 248.38 4 134 min ' 0 4 4 0 4 0 4 0 4- 1268.997 4 135 2 'max 0 4 174.063 4 0 4 0 4 0 4 262.599 4 136 ;min 0 4 - 168.322 4 0 4 0 . 4 0 4- 1271.208 4 137 3 max 0 4 155.568 ' 4 0 4 0 4 0 4 290.399 4 min 0 4 -187.421 4 0 4.. 0 4 0 4- 1254.562 4 139 M24 1 max 0 4 191.687 4 0 4 0 4 0 4 290.399 4 4 .0 4 - 1254.562 4 141 2 max 0 4 172.76 4 0 4 0 4 0 4 334.118 4 142 min 0 4 - 169.687 4 0 4, 0 4 0 "4 I- 1255.9 4 3 max 0 4 154.235 4 0 4 0 4 0 4 384.557 4 144 min 0 4 - 188.742 4 0 4 0 4 0 4- 1238.326 4 145 M25 1 max 0 4 190.993 4 0 4 0 4 0 4 384.557 4 146 min ' 0 4 - 151.375 1 4 0 4 0 '.4 ' 0 _ ,.4 - 1238.326 4 147 2 ',max 0 4 171.953 1 4 0 4 0 4 0 4 435.294 4 148 I min 0 4 - 170.233 4 0 4 0 4 ° 0 4 L1239.329. 4 149 3 ;max 0 4 153.283 4 0 4 0 4 0 4 490.489 4 150 min 0 4 189.348 4 0 4 0 4 0 4 1221.073 4 151 M26 1 max 0 4 190.459 4 0 4 0 4 0 4 490.489 4 152 I min r 0 .4 - 151.411 4 0 4 0 4 . 0 4 - 1221.073 4 153 2 max 0 4 171.192 4 0 ' 4 0 4 0 4 545.116 4 154 min 0 4 -170.407 4. 0 4 >...0. 4 0 . . - 1221.456 155 3 max 0 4 152.259 4 0 4 0 4 0 4 604.201 4 156 Lmin ,` 0. 4 - 189.685 4 0 4 0 4 0 4 -1201.928 . 4 157 M27 1 max 0 4 189.671 4 0 4 0 4 0 4 604.201 4 158 '_ _ I min 0 4 - 151.376 4 0 4 : 0 4 0 1201.928 4 159 2 max 0 4 170.059 4 0 4 0 4 0 4 661.519 4 160 ' min 0 4 - 170.613 4 0 4 0 4 0 4- 1200.603 161 3 max 0 4 150.739 4 0 4 0 4 0 4 723.293 162 min 0 4 - 190.163 4 0 4 0 4 0 4..__ 1 178.385 163 M28 1 max 0 4 188.249 4 0 4 0 4 0 4 723.293 4 164 min 0 4 151.638 4 0 4 0 4 0 - 1178.385 165 2 max 0 4 168.167 4 0 4 0 4 0 4 781.682 4 166 ..jmin 0 4 - 171.222 4 0 4 0 167 3 max 0 4 148.329 4 0 4 0 l ,min 0 4 -191.157 4 0 4 M29 1 max 0 4 185.858 4 0 4 'min 0 4 - 152.52 4 0 4 Ic z Shearfkl 0 0 4 0 4 0 4 Ic 4 4 Torauerk - ftl 1 Ic 0 4 4 ' 0 0 0 4 v - v Mome... Ic 0 4 4 0 0 0 Dec 8, 2008 2:28 PM Checked By: 4 4 4 z -z Mome... Ic - 1267.469 ` 4 - I 244.336 4 - 1267.469 I; 4 4 -1284.258 1 4 - 1289.7061 4 250.116 4 4 4 4 4 4 4 - 1173.452 4 4 0 4 844.527 4 0 4 0 4 - 1146.288 4 0 4 0 4 844.527 4 0 .'< 4 _0 4 - 1146.288 4 RISA -3D Version 7.1.1 [C: \JRS Folder \Projects \Jorgensen 5000T Manipulator \5000T Manipulator.r3d] Page 7 Company Designer Job Number KPFF JRS 107026.70 Envelope Member Section Forces (Continued) 5000T Manipulator Foundation Dec 8, 2008 2:28 PM Checked By: Member Sec Axiajjkj lc y Shear[kl lc z Shearjk] r Ic Torque[k -ft] lc _y -y Mome... lc z -z Mome... lc 171 ' 2 max 0 4 165.181 4 0 4 1 0 4 0 4 901.869 4 172 ! min 0 4 - 172.563 4 0 4 0 4 0 4 1135.047 `J 4 7 1731 3 Amax 0 4 144.694 4 I 0 4 1 0 4 0 4 963.668 4 174 175 M30 176 177 178 min 0 179 3 Imax 180 ( min 181 M31 1 max 0 182 1831 185 186 187 188 189 190 191 192 1193: 195 19 197 203 204 205 206 209 2 10,' 211 212 213 214 216 217 218 219 220 221 222 223 184 min M32 M33 -194 198 199 I M34 200 201 202 M35 2081" M36 215 M37 M38 224 225 226 1 2 2 3 max 0 min 1 max min 0 4 - 160.851 4 2 max 0 4 171.124 4 4 - 182.819 4 151.509 4 in min 3 max 1 max min ? max min 3 Amax 1 3 1 3 1 3 2 3 2 min 0 4 - 192.997 4 0 min 0 max 0 max ruin max lin max n max min max n max min, max min max min max min max min max min 1 'max max min max yin max min max min 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 182.254 4 0 4 - 154.285 0 4 160.863 4 0 4 - 174.892 4 0 4 148.403 4 0 4 - 195.937 4 0 4 184.776 4 0 - 157.079 172.982 0 0 4 4 190 4 4 4 152.222 4 4 4 4 148.392 4 I 0 4 4 4 4 0 ,4 4 4 4 4 4 4 4 - 178.341 -200.087 189.272 4 4 '4 188.778 4 168.599 4 0 - 171.207 l 4 - 190.755 186.639 4 - 153.145 172.502 192.454 185.396 53.675 173.253 143.462 93.442 186.905 -152.469 171.954 145.214 =192.042 194.117 - 147.275 174.066 66.13 153.975 85.544 193.03 - 152.024 165.987 4 145.268 14 166.098 4 4 4 164.471 4 0 4 4 4 4 4 4 4 211.384 4 4.628 4 0 0 0 4 0 0 0 0 0 =. 4 0 0 0 4 0 4 0 0 0 0 0 0 4 0 0 0 4 4 4 4 4 4 4 4 4 .. 0 4 4 4 4 4 4 4 4 4 4 4 4 "4 4 4 4 4 ;:.4 0 0 0 0 0 0 0 0 4 0 0 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 .0 0 4 4 4 4 4 4 I 0 4 4 4 4 4 4 4 4 41 4 4 4 4 4 4 4 4 4 4 0 0 0 0 0 0 0 0 0 0 0 0 .. 0 0 0 0 0 4 - 1099.852 { 4 4 963.668 4 4 - 1099.852`1 4 4 1017.258 4 4 -1078.837 4 4 1075.305 4 4 - 1063.679 [ 4 4 1075.305 4 4 - 1063.679 4 112 ..:I 4 4 - 1226.93 4 11 4 4 4' 4 4 -- 1212.06; 4 4 1172.689 4 4 - 1212.06 4 4 1207.899 4 4 - 1229.782 41 4 1247.567 4 4 -1197.307 4 1247.567 4 0 4 4 4 4 4 4 4 4 4 4 4 -1197.307 1290.044 - 1132.721 4 4 1287.029 4 4 - 1101.444, 4 1288.471 4 - 1042.781 4 1288.471 - 1042.781 1256.697 4 994 263 4 1229.381 4 - 916.511 4 1229.381 4 -916.511 0 4 1161.198 4 0 4 0 4 1097.473 4 - 849.409 - 751.795; 1097.473 - 751.795 984.354 ;667.833 4 875.693 - 553.208 875.693 -553.208 4 1 708.318 -459.144 4 4 4 4 4 4 4;' 4 4 227 3 max 0 4 174.696 0 4 0 4 0 4 545.399 4 RISA -3D Version 7.1.1 [C: \JRS Folder \Projects \Jorgensen 5000T Manipulator \5000T Manipulator.r3d] Page 8 Company Designer Job Number 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 Member M39 1 M40 KPFF JRS 107026.70 Envelope Member Section Forces (Continued) Sec min 1 M41 3 max min 0 2 , max 0 rein 0 3 max 0 min i. max 0 min 0 2 max 0 min , 0 3 max 0 min 1 max min 2 imax in 0 max min Axialfkl 0 0 lc 4 4 4 0 0 4 0 0 4 4 4 5000T Manipulator Foundation v Shearfkl -75.68 58.055 86.431 7.475 7,475 3.737 3.737 f. 0 0 lc 4 244.75 4 109. 4 229.371 4 - 124.282 4 112.04 4 - 139.389 4 158.213 4 -65.109 4 150.544 4 4 4 4 4 4 0 4 4 z Shearfkl Ic 0 4 0 4 0 4i 0 0 4 0 0 1 4 i 0 0 4 0 0 4 0 4 0 4 0 4 0 4 0 4 0 4 0 4 0 0 0 0 4 4 4 Torquefk -ftl Ic 0 1' 0 0 0 0 0 0 0 0 0 0 0 4 4 4 4 4 4 4 4' v -v Mome... Ic z -z Mome... lc 0 4 - 336.105 4 0 4 545.399 4 0 4 - 336.105 4 0 4 392.15 4 0 4 246.185' 4 0 4 286.077 4 0 4 - 131.657 ` 4 0 4 286.077 4 0 4 -131.657 4 0 4 134.899 4 0 4 - 70.434 4 0 4 7.475 4 0 4 7.475 4 4 7.475 4 0 4 7.475 4 0 4 1.869 4 1,869 4 0 4 0 4 4 4 Dec 8, 2008 2:28 PM Checked By: 4 4 RISA -3D Version 7.1.1 [C: \JRS Folder \Projects \Jorgensen 5000T Manipulator \5000T Manipu \atot.`3d} ?age% 1 2 17 51F (-7 Solution: Envelope Member y Shear Forces (k) KPFF JRS 107026.70 PI7 3 Co ZIC rrp C7 5000T Manipulator Foundation 5000T Manipulator.r3d 71c Dec 8, 2008 at 1:36 PM Pir P/7 51i Solution: Envelope Member z Bending Moments (k-ft) [KPFF JRS 107026.70 Th M 77 Pe Avt /5 67/ffivliiO4-74 7/7 moubtic-, frno)/A/6 OPC 7 &v OA= T/' 1 — /?r(- /?c –IZZ7 5000T Manipulator Foundation Dec 8, 2008 at 1:36 PM 5000T Manipulator.r3d -120.6k120.6k -56.6k M2 M3 M4 M5 M6 M7 M8 M9 M1%M 1 %Mly/113 M307313r2M3334M35 Loads: BLC 2, Manipulator at End KPFF JRS 107026.70 5000T Manipulator Foundation Dec 8, 2008 at 1:57 PM 5000T Manipulator.r3d Company Designer Job Number Joint Reactions (By Combination) LC Joint Label r 1 5 1 N1 3 5 4 5 5 5 N2 N3 N4 N5 N6 0 0 0 0 6.511 5.525 4.486' 3.295 1.921 0 0 0 0 5 9 5 10 5 11 5 12 5 15 5 N15 0 3.329 16 17 ! 5 N17 0 5.832 8 19 20 21 22 23 24 5 5 25 5 N12 N18 N19 N20 N21 N25 N24 0 0 N26 -.654 19.741 4.511 7.294 0 8.904 10.671 12.606 N22 14.715 N23 0 17.001 19.459 22.07 24.805 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0` 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0' 0 0 0 0 0 28 29 30 27 5 N27 31 5 2 33 5 5 5 5 5 5 KPFF JRS 107026.70 N28 N29 N30 N31 N33 39 40 41 5 42 43 44 5 N7 0 .481 2 N39 N40 N41 5 N42 5 Totals: 5 COG (ft): X [k] Y1k] 0 0 0 0 0 0 0 0 5000T Manipulator Foundation 27.613 30.424 33.139 35.632 37.741 39.127 0 0 0 0 0 ' 0 0 0 X: 55.75 39.546 39.357 39.287 39.376 39.621 39.98 801.974 Y: 0 MX [1(4t1 MY[k -ftj ___ 0 0 0 0 0 0 0 0 0 0 Dec 8, 2008 2:42 PM Checked By: 0 0 0 0 0 0 0 0 0 0 0 0 0 0' RISA -3D Version 7.1.1 [C: \JRS Folder \Projects \Jorgensen 5000T Manipulator \5000T Manipulator.r3d] Page 1 Company Designer Job Number Joint Deflections (BV Combination) LC Joint Label X lin] 1 5 N1 0 2 3 5 5 21 5 23 5 KPFF JRS 107026.70 N2 0 N3 0 N21 N23 0 0 5000T Manipulator Foundation Y [in] -.002 - .001,, -.001 -.076 -.102 Z [in] 0 0 0 12 13 15 5 16 '5 '- 17 5 18 " 5 19 5 20 5 N12 N13 0 14 N14 N15 N16 N17 N18 N19 N20 0 0 0 0 0 -.004 -.008 -.014 -.02 -.027 -.035 -.044 -.054 -.064 0 0 0 0 0 4 0 0 0 '' 0 0 0 0 .! - 1.553e -4 - 1.977e -4 -2.399e-4 - 2.78e -4 - 3.14e -4 - 3.497e -4 0 -3.864e-4 - 4.25e -4 - 4.656e -4 22 N22 -.089 5.512e -4 0 0 0 0 Dec 8, 2008 2:41 PM Checked By: X Rotation [rad] Y Rotation [rad] Z Rotation [rad] , 0 0 9.37e -6 0 ; 0 9.297e -6 0 0 9.457e -6 0 1.022e -5 0 0 1.125e -5 0 0 1.151e -5 0 0 9.137e -6 1.396e -6 - 1.53e -5 - 4.507e -5 0 0 - 9.142e -5 0 0 - 5.08e -4 - 5.936e -4 24 5 25 5 26 5 27 5 28 29 30 31 32 33 34 36 37 39 40 .',. 41 42 5 5 5 35 5 5 5 5 N24 N27 N28 N33 0 0 0 0 5 N29 0 N30 N31 N32 N34 N35 N36 N37 N38 N42 0 -.183 0 0 0 0 N39 0 N40 0 -.117 -.133 -.149 -.166 -.2 -.215 -.227 .236 -.238 -.237 -.237 -.237 -.239 -.243 0 0 0 0 0 0 0 0 0 0 0 -.241 0 0 0 0` 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6.328e -4 - 6.655e -4 - 6.876e -4 - 6.94e -4 -6.787e -4 - 6.347e -4 -5.541 e-4 - 4.278e -4 - 2.679e -4 - 1.192e -4 - 2.27e -5 2.625e -5 3.841e -5 2.451 e -5 -4.824e-6 - 3.898e -5 - 6.730e - 5 - 7.93e -5 -7.973e-5 RISA -3D Version 7.1.1 [C: \JRS Folder \Projects \Jorgensen 5000T Manipulator \5000T Manipulator.r3d] Page 2 Company Designer Job Number Member Section Forces (Bv Combination) 3 4 . 5 5 6 7 5 8 9 10 5 11 12 13 5 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 5 M12 35 36 37 38 39 40 5 41 42 43 44 45 46 47 48 49 50 51 52 5 M18 53 54 55 56 KPFF JRS 107026.70 LC Member Label Sec Axiaj[kj y Shear[k] 5 M1 1 J 0 0 M2 M3 M4 M5 M6 M7 M8 M9 1 M10 M11 2 3 1 2 3 M13 1 2 3 M14 • • . 1•• 2 3 M15 3 1 2 3 1 2 3 1 2 3 1 2 3 1 1 2 3 1 2 3 2 3 1 2 3 M16 1 M17 M19 I 2 . 0 -1.386 0 0 0 2 3 1 2 3 1 2 3 1 2 3 1 2 5000T Manipulator Foundation 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 21.087 0 0 -24.02 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -2.771 3.74 .969 -1.803 3.722 .951 -1.821 2.665 -.106 -2.877 .418 -2.354 -5.125 -3.204 - 5.976 -8.747 - 8.266 - 11.037 - 13.808 - 14.462 - 17.395 - 20.329 3.158 -1.299 -5.757 .076 -4.382 - 8.839 -1.545 -6.002 - 10.46 - 1.556 -6.013 z Shear[kJ Torquejk -ft] y -y Moment[k..z -z Moment[k. 0 _ 0 0 0 0 .346 0 0 1.386 0 0 0 0 0 0 0 0 0 0 0 �0 0 0 0 0 0 0 0 0 0 0 - 26.954 0 - 25.584 0 - 28.518 0 - 31.451 0 - 23.977 0 0 - 26.911 0 0. - 29.844 0 0 - 10.103 0 - 14.561 0 - 19.018 0 19.774 0 15.317 0 10.859 0 - 13.147 0 8.69 0 4.233 0 7.561 0 3.104 - 1.353 0 0 0 0 0 0. 0 0 0 0 0 1.386 0 0 -.969 0 1 0 -.552 0 0 -.552 -2.888 0 0 -2.453 0 0 -2.453 0 0 -3.732 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dec 8, 2008 2:41 PM Checked By: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -2.24 j -2.24 -1.273 2.467 2.467 7.057 14.418 14.418 24.069 36.492 36.492 52.421 71.283 71.283 93.837 119.324 119.324 0 146.375 0 176.359 0 176.359 201.803 0 230.18 0 230.18 0 242.512 0 259.302 0 259.302 0 241.756 0 228.668 0 0 228.668 0 217.75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 211.28e_ 211.288 205.956 205.08 205.08 204.151 207.679 207.679 209.832 216.443 216A43 220.216 228.447 228.447 232.232 RISA -3D Version 7.1.1 [C: \JRS Folder \Projects \Jorgensen 5000T Manipulator \5000T Manipulator.r3d] Page 3 Company Designer Job Number Member Section Forces (BV Combination) (Continued) LC Member Label Sec Axial[k] y Shear[k] 57 3 0 I -10.47 58 5 M20 1 0 .201 59 60 61 5 62 63 64 M22 _65 66 67 5 M23 68 69 70 , 71 72 73 5 M25 74 75 76 5 M26 77 78 79 80 81 82 83 84 85 86 87 88 5 M30 89 90 91 5 i M31 92 93 94 5 M32 95 96 5 M33 98 99 100 , 5 M34 101 102 103 5 M35 104 105 106 5 M36 5 97 107 108 109 5 M37 110 111 [112 .5 M38 113 KPFF JRS 107026.70 2 3 M21 1 M27 M28 M29 2 1 2 3 1 2 M24 1 3 0 3 0 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3. 1 2 3 2 3::: 1 >2 3 2 0 0 0 3 5000T Manipulator Foundation 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . 0 0 0 0 0 - 24.529 0 14.598 0 0 0 0 0 0 0 0 0 -4.256 -8.714 3.892 -.565 - 5.022 9.693 5.236 .778 17.78 13.322 8.865 28.324 23.866 19.409 41.479 37.022. 32.564 67.153 - 151.949 - 156.406 -116.5 - 120.958 - 125.415 - 85.645 - 90.102 - 94.559 - 55.014 .. - 59.471 - 63.928 1 0 - 24.571 2 0 - 29.028 3 0 - 33.486 1 0 5.801 2 0 1.344 z Shear[k] 0 0 0 0 0 0 0 0 0 0 0 0 57.369. 0 52.912 0 0 48.454 . 0 76.068 0 71.61 0 97.577 0 0 93.12 O 88.662 0 121.802 O 117.344 0 0 112.887 0 0 148.519 0 0 144.062 0 0 ,.139:6844 -,, :: 0 0 177.346 0 0 •.: 0 Torquejk -ft] y -y Moment[k,.,z -z Moment[k... 0 0 240.474 0 0 240.474 0 0 0 I 0 0 0 0 0 0 0 0 0 0 i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dec 8, 2008 2:41 PM Checked By: 0 242.502 248.987 "< 248.987 247.323 250.116 250.116 242.652 239.645 239.645 224.094 0 213 0 0 0 0 213 186.905 165.268 165.268 126.018 91.225 91.225 36.084 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 14.599 - 14.599 - 88.438 - 157.82 - 157.82 0 1 - 253.168 0 344.059_: 0 - 344.059 0 - 463.632 0 - 578.747 0 - 578.747 0 - 725.038 - 866.871 0 0 0 -926.212 0 'I 0 - 903.912 0 - 889.267 0 - 704.219 0 - 704.219 0 - 554.499 0 0 0 0 0 0 0 - 400.321 -400.321 - 281.592 - 158.405 - 158.405 - 70.532 21.798 21.798 0 79.041 0 140.74 0 140. 4 7.54 198.797 198.797 RISA -3D Version 7.1.1 [C: \JRS Folder \Projects \Jorgensen 5000T Manipulator \5000T Manipulator.r3d] Page 4 Company Designer Job Number KPFF JRS 107026.70 Member Section Forces (By Combination) (Continued) LC Member Label Sec Axial fkl v Shearfkl z Shearfkl Tor aueLft -3.113 36.263 114 115 5 116 117 118 M39 M40 3 1 3 31.805 0 27.348 66.969 119 120 5 M41 122 123 2 3 1 2 3 5000T Manipulator Foundation 0 0 62.512 58.055 0 7.475 0 3.737 0 0 0 0 0 0 0 0 0 0 Dec 8, 2008 2:41 PM Checked By: Moment fk..z -z Momentfk... 196.109 196.109 162.075 132.499 132.499 0 67.758 0 0 0 7.475 7.475 1.869 0 RISA -3D Version 7.1.1 [C: \JRS Folder \Projects \Jorgensen 5000T Manipulator \5000T Manipulator.r3d] Page 5 Results for LC 5, Ultimate: DL + Manipularor at End Member y Shear Forces (k) KPFF JRS 107026.70 177 5000T Manipulator Foundation Dec 8, 2008 at 1:59 PM 5000T Manipulator.r3d Results for LC 5, Ultimate: DL + Manipularor at End Member z Bending Moments (k-ft) KPFF JRS 107026.70 5000T Manipulator Foundation Dec 8, 2008 at 1:59 PM 5000T Manipulator.r3d 7 Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 project location client by date sheet no. job no. mova l Gvi -u_ . T wvr KPFF 1A1 M2 M3 M4 M5 M6 M7 JRS 107026.70 5000T Manipulator Foundation { M8 • M9 M10 M11 M1 M13 14/ 1 M16 M17 M18 M19 M20 M21 M22 M23 M24 M25 M26 M27 M28 M29 M30 M31 M32 M33 M34 M3 36 3 M38 M39 M40 41 Dec 8, 2008 at 2:10 PM 5000T Manipulator with Tunnel.r3d Company Designer Job Number Envelope Joint Reactions 2 ' 3 N2 4 5 N3 7 8 9 N4 N5 10 min max min max min max min max min 0 4 0 4 0 0 0 4 113.68 4 0 - 11.033 4 : 0 84.211 4 0 -3.754 1 4 i 0 79.18 4 0 4 -3.553 i 4 i 0 4 0 4 0 4 0 4 0 4 146.195!4 - 22.333 14 0 4 4 4 4 4 4 4 0 0 0 0 0 0 0 4 0 4 ! 0 4 0 4 4 0 I4 0 4 0 4 4 4 0 0 4 4 0 4 4 0 4 0 (4 11 12 13 15 16 17 18 19 20 21 22 23 24 25 26 27 N18 max 0 28 min 0 29 N19 max 0 min 0 31 N20 max 32 30 42 43 44 45 46 47 48 49 50 51 52 KPFF JRS 107026.70 Joint X [k] Ic Y [kL Ic N1 max 0 4 0 4 N6 max 0 4 87.835 min 0 4 1 1 -4.526 N7 max 0 4 108.093 min 0 4 -4.704 N8 max 0 4 145.57 min: 0 4 N13 max 0 4 320. min 0 4 N14 max 0 4 _min 0 N15 max 0 min 0 N16 max 0 min 0 N17 max 0 1 min 0 4 4 4 4 14.117 4_L_ 1.811 4 17.191 4 , 2.049 4 20.41 4 2.258 4 23.548 4 2.429 5000T Manipulator Foundation 4 4 4 4 4 4 4 26.446 4 2.559 4 29.038 4 2.659 31.248 ' 4 0 0 0 4 I 0 4 ' 0 0 4I 0 4I Z jk] Ic MX [k -ft] lc MY [k -ft] Ic 0 4 0 4 0 4 0 0 0 0 0 0 0 0 0 0 0 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 0 0 0 0 0 0 0.. 0 0._ 0 0 0 0 0 0 4I 0 4 0 0 0 4 4 4 4 0 0 0 0 4 0 4 0 4 0 4.: 0 4 0 4 ' 0 4 0 4 0 4 0 4 0 4 0 4 0 4 0 4 4 0 4 4 0 4 4 0 4' 0 4 0 4 0 4 0 0 4 0 0 4 0 0 - 4 0 Dec 8, 2008 2:47 PM Checked By: 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 0 4 0 4 4 0 4 ;min 0 4 2.746 4 0 4 33 N21 max 0 4 33.109 4 0 4 34 Amin 0 :4 2.845. •4 0 4 35 N22 max 0 34.631 4 0 4 36 -.. min 0 ..-.1. 4 2.991 4 0 37 N23 0 4 35.856 4 0 4 0 4 0 __ 4 38 j min 0 .47_ 3.227 1 0 4 0 - 4 _ 0 39 N24 I max 0 4 36.812 4 0 4 0 4 0 4 40 1 mine 0 4 3.604 4 0 4 0 4 0 4 41 N25 max 0 4 37.527 4 0 4 0 4 0 4 Lmin 0 4 4.182 4_ 0 4 0 4 0 4 N26 max 0 4 38.024 4 0 4 0_ 4 0 4 min 0 4 '5.028 4 0 4 0 4 _ 0 4 N27 ;max 0 4_38.347 4 0 4 0 4 0 4 0 min 0 - -- ._4 6.215 4 0 4 0 4 4 0 N28 max 0 4 38.54 4 0 4 0 4 0 4 [min 0 ' 4 7.517 4 0 4 0 4 0 . 4 N29 max 0 4 38.634 4 0 4 0 4 0 4 I min 0 4 8.583 4 0 4 0 4 0 4 N30 max 0 4 38.699 4 I 0 4 0 4 0 4 mini _ 0 4 9.058 4 0 4 0 4 0 4 53 N31 max 0 4 38.837 4 0 4 0 4 0 4 _ = 1 min 0. 4 :9.135 4 0 4 ' 0 4 0 4 55 N32 max 0 4 39.212 4 0 4 0 4 0 4 56 I min 0 4_ 9.2 - 4 0 4 0 I 4 0 4_,. MZ_[k- ft] ___-Ic 0 ' 0 F4 0 4 0 4-1, 0 4 0 4 0 4 0 ) 4 0 4 0 r4 1 0 4 0 4 0 4 0 0 0 0 0 0 0 0 0 0 0 4 0 4 0 4. 0 0 4 ` I 0 4 0 4 0 4 0 4! 0 L 4 0 4' 0 4 0 4 0 0 4 4i 4 4 : 4 0 4 0 4 0 4 0 4 4 4 J 4 4 RISA -3D Version 7.1.1 [C: \... \... \Jorgensen 5000T Manipulator \5000T Manipulator with Tunnel.r3d] Page 1 4 4 ( 4 4 '' 4 � 4 J 4 4 4 4 4 4 Company Designer Job Number Joint 57 N33 58 59 N34 60 61 N35 62' 63 N36 64 N 37 65 66 67 N38 KPFF JRS 107026.70 Envelope Joint Reactions (Continued) XTkJ Ic Y max 0 4 39.758 min 0 4 9.26 max 0 4 39.879 min 0 4 9.319 max 0 min 0 maxi 0 'min 4 4 4 4 40.126 4 4 9.317 4 45.292 4 4 4 9.256 4 4 0 4 53.823 4 min 0 4 9.082 max 0 4 63.148 5000T Manipulator Foundation Z [k]_ 0 0 0 0 0 0 0 70 71 N40 max 0 72 73 74 75 N42 max 76 77 Totals: 78 N41 min min min max min min max 0 0 0 I rvin 1 0 4 4 4 7.761 83.474 5.273 0 4 93.892 4 I 0 4 0 4 801.974 416,054 4 0 0 4 0 14 4 4 0 0 0 0 4 4 4 0 4 0 4 4 4 0 0 0 4 4 4 0 0 0 Ic 4 4 4 4 4 4 4 4 4 4 MX [k -ft] Ic MY [k -ft] 0 4 0 0 4 0 4 0 0 4 0 0 4 0 4 0 4 0 4 0 4 0 4 0 0 0 4 4 4 0 0 0 Dec 8, 2008 2:47 PM Checked By: Ic MZ [k -ft] Ic 4 0 4 4 0 4 4 0 4 4 0 4 4 4 4 0 4 0 4 0 4 4 0 4 0 4 0 14 RISA -3D Version 7.1.1 [C: \... \... \Jorgensen 5000T Manipulator \5000T Manipulator with Tunnel.r3d] Page 2 Envelope Joint Displacements min 4 -.035 4. -1.991e-4 i min 1 0 -.032 -1.991e-4 8 12 Company Designer Job Number 5 9 10 13 14 15 16 17 8 19 20 21 22 23 24 32 33 35 36 381 39 40 41 42 43 44 45 46 47 48 53 55 56 Joint X [in] Ic Y[in] N1 max' 0 4 1 .006 N2 N3 N4 N6 N7 N8 N9 N10 N11 N12 N17 N18 N19 N20 N21 N22 N23 N24 49 N25 50 51 N26 N27 N28 KPFF JRS 107026.70 max max min max 4 4 min 0 4 max min max min max 0 min 0 max min max min max 0 min 0 max min max min max min max min max min max min max min max min max max min max min max min 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 in. 0 max min 0 0 max 0 min 0 max 0 min 0 max 0 0 0 min 0 max 0 min 0 max 0 0 0 4 4 4 ' 0 4 -.017 4 4 0 4 4 .001 4 -.023 4 0 4 4 4 0 4 -.005 0 4 -.058 0 0 4 -.008 4 -,063 0 4 4 4 4 4 -.015 4 4 -.188 4 4 4 4 4 4 4 5000T Manipulator Foundation 005 4 .002 -.025 0 -.018 4 0 0 -.019 -.032 0 -.043 -.009 -.07 -.011 -.085 4 4 4 4 -.002 4 -.052 4 4 4 4 4 4 -.012 4 -.104 4 -.014 4 -.123 4 -.015 -.142 -.159 -.016 -.1 5 4 -.017 4 -.017 -.199 -.018 -.209 - .019 -.216 -.022 4 -.222 4 -.025 4 -.226 4 -.03 -.229 -.037 -.045 .232 4 0 4 0 4 0 4 0 4 0 4 41 0 4 4 0 4 4 0 4 0 4 0 4 0 4 4 4 4 4 4 4 4 4 4 -.231 4 4 4` Z jin] Ic X Rotation ... Ic Y Rotation ._ _ Ic Z_ Rotation [..._Ic 0 4 0 4 0 r 4 2.773e -4 4 0 0 0 0 0 0 0 4 0 4 0 4 0 0 0 0 > 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0` 0 0 0 0 0 0 0 0 0 0 0 0 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4' 4 4 4 4 4 4 4 4 4 0 0 4 0 4 2.825e -4 4 0 4 i 0 4 - 1.999e -4 4 0 4 0 4 2.715e -4 4 0 4 `' I 0 4 -2.095e-4 4 0 4 0 4 2.088e -4 4 0 4 i 0 4 -2.39e-4 4 0 4 0 4 1.207e -4 4 0 4 0 4 - 3.044e -4 4 0 4 0 0' 0 4 0 0 0 0 0 0. 0 0 0 0 0 0 4 0 4 0 0 0 0 0 0' 0 0 4 4 0 4 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 2.772e -4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 0 4 0 4 0 4 4 0 4 4 4 0 4 0 4 0 4' 0 4 4 4 4 4 0 0 0 4 0 4 0 4 0 4 4 4 4 4 4 0 4 0 4 0 4 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0" 0 0 0 0, 0 0 0 0 0 0 0 Dec 8, 2008 2:47 PM Checked By: 4 5.269e -5 4 - 3,884e -4 4 - 3.029e -5 4 4 - 5.364e -4 4 4 - 1.84e -5 4 - 6.805e -4 4 4 - 4.843e -5 4 4 - 7.884e -4 ,4 4 - 5.789e -5 4 4 - 8.807e -4` 4 4 - 5.424e -5 4 4 - 9.245e -4 4 4 - 4.692e -5 4 4 - 9.337e -4 4 4 - 3.828e -5 4 4 -9.194e-4 4 4 4 4 4 4 -4.591e-4 - 3.345e -5 - 4.759e -4 - 4.529e -5 -4.633e-4 3.824e -4 `-6.761e-4 4 4 4 4 3.675e -6 4 4 4 4 4 4 - 3.063e -5 4 - 8,916e -4 4 - 2.62e -5 4 4 -8.578e-4 4 4 - 2.718e -5 4 4 - 8.229e -4 4 4 1.174e -5 4 4 - 7.895e -4 4 7.846e -5 4 -7.595e-4 4 1.429e -4 4 4 - 7.331e -4 4 4 2.032e -4 4 4 7.111 e-4 4 2.575e -4 6.951 e-4 4 4 3.048e -4 4 4 -' -6.878e-4 4 4 3.46e -4 4 4 -6.906e-4 4 4 4 RISA -3D Version 7.1.1 [C: \... \... \Jorgensen 5000T Manipulator \5000T Manipulator with Tunnel.r3d] Page 3 Company Designer Job Number Envelope Joint Displacements (Continued) 57 58 59 N30 max 60 65 66 67 79 Joint X [in] Ic N29 max 0 1 4 min 0 4 N33 N34 N40 KPFF JRS 107026.70 min max min max min ma mn max max 0 0 0 0 0 0 0 4 4 4 0 4 0 4 0 4 4 5000T Manipulator Foundation Y [in] Ic Z [in] Ic X Rotation ... Ic Y Rotation ... Ic Z Rotation [... Ic -.052 4 0 1 4 0 4 0 4 4.147e -4 4 -.233 4 0 4 0 4 0 4 -6.752e-4 4 4 -.055 4 0 4 0 4 0 4 4.49e -4 4 4 -.233 4 0 4 0 4 0 : 4 -7.724e-4 4 -.055 4 -.234 4 -.055 4 -.236 4 -.056 4 -.24 4 -.056 4 -.04 0 4 0 0 4 0 0 4 0 0 4 0 0 0 4 4 4 0 0 0 0 14 0 4 4 4 4 4 4 Dec 8, 2008 2:47 PM Checked By: 0 4 4.8e -4 4 0 4 - 9.503e -4 4 0 4 5.082e -4 4 0 4 -1.146e-3 4 0 4 5.338e -4 4 0 4 - 1.357e -3 4 0 4 5.567e -4I 4 68 69 70 71 72 73 74 75 76 78 N35 N 36 N37 N38 77 N39 min max min max min max min max min max min 0 0 4 -.056 4 0 4 I -.056 0 0 4 I -.052 0 4 -.242 4 -.055 -.324 -.24 -.273 38 4 I -.047 -.44 4 14 4 41 0 4 0 0 0 4 0 4 6.013e -4 4 0 4 4 0 0 0 0 4 4 4 0 4 4.1 4 0 4 0 4 - 1.578e -3 4 4 5.762e -4 4 4 4 - 1.803e -3 5.91e-4 4 -2.022e-3 4 4 -2.225e-3 6.21e-4 - 2.397e -3 4 6.36e -4 2.52e -3 4 4 4 80 81 N41 max 1 0 82 1 83 N42 84 1 min min max min 0 4 4 -.503 -.628 14 1 -.566 4 1 -.022 4 0 0 4 4 4 0 0 4 4 0 0 4 6.413e -4 4 - 2.594e -3 4 6.409e -4 4 14 - 2.578e -3 4 1- 2.594e -3 4 0 14 6.411e -4 i4 RISA -3D Version 7.1.1 [C: \... \... \Jorgensen 5000T Manipulator \5000T Manipulator with Tunnel.r3d) Page 4 Envelope Member Section Forces Member Sec 1 M1 r 1 maxi Imin 4 Company Designer Job Number 6 7 11 12 13 14 15 16 17 18 19 20 21 23 25 27 30 31 32 33 4 37 8 39 53 54 M2 M3 M4 M6 M7 M8 M10 KPFF JRS 107026.70 2 3 1 3 1 2 1 2 max min max I 0 mint 0 max 0 min' 0 2 .maxi 0 min 0 max min max min max min 3 'max Irnin max min max min max 0 min 0 2 Amax 3 1 1 in max min max min Axial[kl Ic 0 4' 0 0 0 0 0 4 0 0 0 4 155.463 4 0 1 4. - 102.1 4 0 0 0 0 0 0 0 0 0 max! 0 � 4 4 1 4 5000T Manipulator Foundation y Shear[k] 0 - 1.386 4 -1.386 -2.771 - 2.771 4 75.322 4 4 - 135.379 4 163.113 4 4 - 77.266 4 118.909 4 4 -1 37.131 14 4 81.388 4 4 - 186:31 4 4 112.364 4 - 148.427 4 75.543 4 -195.496 `. 4 151.565 4 4 - 118.479 4 4 0 4 7 110.802 -159.694 4 -202.69 4 1 4 - 120.233 4 124.27 4 - 156.721. 0 4 92.237 4 167.619 -129.78 4 138.719 4 63. maxi 0 4 284.288 .644 226.901 Ic z Shear[ki 4 7 0 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 0 4 - 84.335 197.025 4 10.432 168.168 - 139.076 168.168 4 - 139.076 4 143.424 4 I - 41.174 4 0 4 106.598 4 0 4 - 113.735 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ic Torque[k -fti lc 4 0 4 4 4 4 4 4 4 4 0 4 4 4 4 4 4 4 4 4 4 4 4 4 0 0 0 0 0 0 0 0 4 4 4 0 0 0 0 0 0 0 0 0 4 - 59.945 4 1 226.901 4 " 84.335 max min 0 max 0 m'n 0 199.995 4 0 4 0 4 0 4 4 0 4 - 344.729 331.303 - 445.186 0 0 0 0 0 0 0 I 0 4 0 4 0 ! 4 -40.8 4 0 4 0 0 0 0 0 0 0 4 0 y -y Mome... Ic z -z Mome... Ic 0 4 1 0 1 4 41 0 14 4 0 4 .346 '4 4 0 4 .346 4 4 0 4 1.386 4 4 0 4 1.386 : 4 4 0 4 0 4 4 4 4 4 0 0 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 0 0 0 0' 0 0 0 4 '183.996 4 0 4 0 4 0 4 0 4 Dec 8, 2008 2:47 PM Checked By: 4 1.386 4 4 1.386 4 4 43.945 1 4 4 - 106.598 4 4 139.703 4 -162.371 4 4 139.703 4 - 161371 4 4 - 250.598 4 4 231.061 4 4 - 265.384 4 4 231.061 4 - 265.384 4 0 • .!1: 4 0 4 - 270.376 4 0 0 0 0 0 0: 4 1- 222.129 4 0 0 0 0 : 0 0 0 0 4 0 0 4 262.383 4 4 , - 270.376 4 4 278.772 4 4 - 273.175 4 4 1313.634 4 4 1 313.634 4 4 - 222.129 4 4 321.044 4 4 4 338.886 4 4 188.547" 4 4 311.188 4 "- 17.814 4 314.514 4 - 215.899 4 411.135 4 - 548.865 4 4 4 4 314.514 4 - 215.899 4 307.989 4 4 331.303 4 4 445.186 , 4 4 367.439 4 4 0 4 548.885 4 4 4 RISA -3D Version 7.1.1 [C: \... \... \Jorgensen 5000T Manipulator \5000T Manipulator with Tunnel.r3d] Page 5 Company Designer Job Number Envelope Member Section Forces (Continued) Member Sec Axial[] Ic y Shear[k] Ic z Shear[k] Ic Torque[k -ftJ Ic y -y Mome... Ic z -z Mome. 57 2 max 0 4 139.299 4, 0 4 0 , 4 0 4 58 59 60 61 62 63 64 M11 E : min .' 3 max min 1 imaxl 2 4 min 0 4 max 0 min 0 4 - 167.819 0 ,4 112.629 4 - 197.695 1 '4 112.629 4 4 4 -197.695 86.631 - 226.552 4 0 I4 0 0 4 0 4 0 0 4 0 4 0 0 4 4 4 4 4 0" 0 0 4 65 66 67 68 69 70 72 73 74. 75 76 77 78 79 80 81 82 83 84 85 86 87 88 98 99 100 101 102 103 104 105 106 107 108 109 "110 111 1 M13 95 97 M17 M18 M19 2 3 min max min max 0 4 min 1 !max 0 In 2 Tmax 3 n; max 0 in M14 1 max 0 I4 2 3 min max min max 0 4 260.531 0 0 n max M16 1 max n 0 -96.17 0 218.652 4 0 - 117.157 4 0 198.035 0 . 4 - 138.46. 4 0 4 224.482 4 0 4 4 4 0 4 0 4 0 . 4 0 ..4 4 0 4 0 3 max 1 max 2 ;max min 3 max 1 2 3 min max min max min max 1 Imax 44 0 -311.137 339.808 0 0 : 4 4 0 0 0 0 4 0 4 aIn 0 0 0 0 4 4 4 4 4 4 4: 4 4 4 - 255.421 40.394 - 283.615 4 317.788 4 I 0 - 18.265 295.836 4 - 38.54 309.944 4 - 25.296 287.601 4 4 " 45.876 4 265.53 4 -67.561 4 282.696 -51.559 72.831 238.768 4 "94.752 259.165 4 0 - 75.581 - 96.861 4 216.231 4 8.588 239.778. 4 - 112.946 4 203.942 4 - 133.499 183.923 min 4.293 212.92 4n1ln :. - 125.978 2 max 0 192.91 In - 146.07 3 41 4 4 0 0 0 0 0 4 4 14 I4 I4 0 , 4 0 4 0 0 !`,4 0 0 0 4 4 4 0 4 0 4 0 0 : '4 4 0 4 4 4 4 0 0 4 0 0 0 0 0 0 0 0 4 4 14 4 4 4 4 4 4 4 4 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 0 4 0 0 4 0 4. 0 4 0 4 4 0 4 0 4 0 4 0 4 0 0 4 0 4 0 4 - 374495 4 4 696.563 4 4 4fl 766.016 4 4 41 4 766.016 4 4.- 116.816 <4 j 4 647.774 4 4 4 4 556.567 4 4i 4 4 4 556.567 4 4 437.972 4 4 480.739 4 4 .-580.588, 4 4 425.28 4 4 -699.556 4 4 425.28 4 4 -699.556 4 4 377.794 4 4" 4 345.379 4 41 345.379 4 4 4 4 0 0 4 - 257.223 - 116.816 -287.762 - 437.972 - 812.032 -899.949 ;899.9491 4 4 315.656 4 4=° -984.273 4 297.08 4 4 „. - 1044.308 4 4 297.08 4 4 -1044.308 4 4 277.985 4 -1104.724 4 268.913 4 -1145.649 " 4 4 268.913 4 - 1145.649 4 256.888 4 4 -1189.759 4 4 254.248 4 4 -1211 .501 4 254.248 4 - 1211,501 0 4 247.853 -1240.131 4 4 41 113 M12 KPFF JRS 107026.70 3 max min 1 !maxi max 0 4 63.53 0 4 - 255.421 0 4 63.53 0 4 5000T Manipulator Foundation 4 4 4 173.413 4 0 4 0 0 4 0 0 14 0 0 4 4 0 0 0 Dec 8, 2008 2:47 PM Checked By: Ic 4 -519.395 4 513.715' 4 - 519.395 4 571.209 4 - 461.479 4 4 631.711 4 4 , -374.495[47 4 1 631.711 14 0 4 250.067 , 4 RISA -3D Version 7.1.1 [C: \... \... \Jorgensen 5000T Manipulator \5000T Manipulator with Tunnel.r3d] Page 6 Company Designer Job Number [114 115 M20 116 117 118 119 120 121 122 123 125 126 127 128 129 130 131 132 133 137 138 139 140 141 M21 M22 KPFF JRS 107026.70 Envelope Member Section Forces (Continued) Member Sec Axialfkl Ic 3 1 124 min 0 2 max 0 1 mini 0 3 maxi 0 j min i 0 M23 1 'max 0 min 0 max min' 3 Imax! 0 min M24 1 'max min 2 . max min 134 135 136 1 2 142 143 144 145 146 147 148 149 150 151 M26 152 153 154 155 156 157 158 159 160 161 162 163 164 M25 M27 M28 min 0 1 max 0 min 0 max 0 min 0 max 0 min 0 max 0 min 0 2 max 0 min 0 3 Imax 0 mini 0 1 max 0 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5000T Manipulator Foundation v Shearfkl Ic z Shearfkl Ic - 166.361 j 4 0 4 204.574 4 0 4 - 135.617 4 0 4 184.999 4 0 - 155.285 14 0 165.922 4 0 - 175.138 4 0 198.861 4 0 - 142.358 ! 4 0 4 179.611 4 0 4 - 161.678 4 0 4 0 160.84 4 0 4 0 - 181.184 r 4 0 ' 0 195.199 4 0 4 0 - 146.748 4 0 4 0 176.162 4 4 - 165.813 j 4 4 157.581 - 185.073 4 193.039 4 4 - 149.329 4 0 0 4 174.104 4 0 0 4 - 168.237 4 0 0 4 0 4 0 4 0 4 4 155.601 4 4 14 - 187.354 191.88 - 150.607 4 172.939 4 - 169.454 4 154.404 4 - 188.531 4 191.262 4 - 151.041 4 172.208 - 169.925 152.541 - 189.366 189.983 4 4 4 4 0 4 0 4 0 0 0 4 4 - 151.051 4 171.483 4 - 170.07 4 0 -151.019 170.361 - 170.274 4 4 0 4 0 O 4 0 0 4 0 4 4 4 4 4 4 41 0 0 0 4 ' 4 4 4 4 4 4 4 4 4 4 4 Torquerk -ftl. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 4 0 4 0 4 0 3 .max .Lmi 1 max LminT 2 !max lminI 3 max 0 4 I mind 0 4 1 max 0 4 mini_ ...0. 2 max' 0 min 0 3 maxi 0 4 Lmin j 0 4 1 max 0 4 min pr 0 4 2 Imax; 0 4 (mini 0 ' - 4 3 max 0 4 151.034 4 0 min 0 4 - 189.839 4 0 1 max: 0 4 188.553 4 0 1min i 0 4 -151.3 4 0 4 165 2 max 0 4 168.464 4 0 4 0 166 , min l 0 4 - 170.898 4 0 4 0 167 3 maxi 0 4 148.621 4 0 4 0 168 I mini 0 4 - 190.844 4 ' 0 4 0 169 M29 1 max 0 4 186.145 4 0 4 0 170 [min 0 4 - 152.21 4 0 4 0 0 0 Ic v -v Mome.. Ic z -z Mome... Ic 4 0 - 1247.383 4 4 0 250.067 4 ' 4 0 - 1247.383 4 1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 0 4 0 4 0_ 4 0 4 0 4 0 4 0 4 0 153.528 4 0 4 0 4 - 189.061 4 0 4 0 4 190.763 4 0 4 0 4 0 4 0 0 4 0 O 4 0 4 0 4 4 0 0 0 0 0 0 4 0 0 0 0 4 ' 0 4 0 4 I 0 4 0 0 Dec 8, 2008 2:47 PM Checked By: 4 4 4 4 4 4 4 4 0 0 0 0 0 0 0 4 4 4 4 0 4 0 4 341.584 4 0 4 ' 0 . 4- 1244.899 4 i 0 4 0 4 391.641 4 0 4 - 1228.311 4 0 4 391.641 4 0 4 -1228.311 4 441.973 4 0 4 0 4 0 ;4 4 - 1261.9161 4 4 _ -1262.416 4 4 256.7 4 4 - 1262.416 4 4 249.182 4 4 - 1268.118 4 4 255.607 4 4 1254.589 4 4 255.607 4 4 - 1254.589 4 4 269.887 4 4 - 1258.016 4 4 -1230.294 4 4 496.763 4 4 4 248.772 4 - 1264.879 1 4 255.427 4 - 1261.916 I 255.427 4 297.853 4 - 1242.442 Lm, 297.853 4 - 1242.442 1 4 ,1 - 1212.904 4 496.763 4 - 1212.904 4 550.982 4 - 1214.119 4 609.658 4 - 1195.331 4 ' 4 4 4 4' 4 4 4 0 0 4 4 609.658 - 1195:331 4 666.577 4 = 1194.696 4 727.953 4 4� 4 4 4 4 ... 0: 4 - 1173.097 : 4 4 0 4 727.953 4 4 .0 4 - 1173.097 4 4 0 4 785.965 4 4 0 4 y - 1168.732 4 0 4 848.434 4 4 0 4 - 1142.082 4 4 0 4 848.434 4 4 0 4 1142.082 4 RISA -3D Version 7.1.1 [C: \... \... \Jorgensen 5000T Manipulator \5000T Manipulator with Tunnel.r3d] Page 7 Company Designer Job Number Envelope Member Section Forces (Continued) Member Sec 171 2 max 172 min 173 174 175 176 177 178 179 180 181 182 183 184 185 186 188 189 190 191 192 193 194 195 227 M30 M31 KPFF JRS 107026.70 3 1 max min max min 2 1max min 0 0 0 0 max 0 min max max 5000T Manipulator Foundation Axial[k] lc y Shear[k] Ic z Sheaijk] 0 4 165.463 4 0 0 4 -172.262 4 0 0 4 144.973 4 0 4 - 192.704 4 0 M33 2 min max min 3 .max min 1 Imax min 2 max 3 max min 1 ,max' min 0 0 0 0 0 4 4 4 154.192 4 4 4 - 156.832 173.228 0 - 178.098 - 199.848 4 190.979 - 160.636 171.341 182.607 4 4 4 14 - 189.052 - 152.03 188.966 1 4 0 0 0 0 4 4 4 4 4 4 0 0 0 0 4 4 0 4 0 0 - 1061.118 4 1124.0751 4 1174.718 4 - 1209.992 4 1174.718 4 4 - 1224.616 = 1209.992 4 4 11209.689 4 : -1227.935 1249.117 -1195.712 4 1249.117 - 1195.712' 0 maxi 0 4 182.518 4 4 - 154.006 4 4 161.124 4 4 -174.62 4 4 148.672 4 4 -195.669 4 4 185.022 4 1 0 4 168.787 174.747 0 0 0 4 0 4 0 4 0 4 0 4 0 Ic Tor�ue[k- ] Ic y y Mome... Ic z -z Mome... Ic 4 0 4 0 4 905.428 4 4 0 4 0 4 - 1131.3031 4 4 0 4 0 4 966.879 4 4 0 4 0 4 -1096.5321 4 1 4 4 0 4 0 0 4 0 0 4 0 0 41 0 0 4 0 0 4 0 0 4 0 4 Dec 8, 2008 2:47 PM Checked By: 4 966.879 4 4 - 1096.532 4 4 1020.155 4 4 -1075.8951 4 4 1077.889 4 4 -1061.118 4 4 1077.889 4 545.487 4 4 4 4 4 4 4 4 4 4 4 4 4 186.798 4 166.145 164.601 4 4 143.592 4 1 166.199 4 145.316 14 145.427 ■ 4 185.525 1 4 - 153.545 187.007 - 152.366 194.192 -147.199 -191.94 '4, 174.141 154.05 4 211.435 193.081 - 1041.942 946 984.62 - 553.01 708.457 211 M36 148.58 ' 4 4 4 0 4 1291.189 1 4 4 1291.189 4 4 -1131.538 4 4 1288.008 4 4 1100.436 4 1289.284' 4 1289.284 4 4 1257.377 4 1229.927 4 1229.927 4 1161.641 4 1097.814 4 1097.814 4 875.883 4 875.883 4 4 1267.925 4 RISA -3D Version 7.1.1 [C: \... \... \Jorgensen 5000T Manipulator \5000T Manipulator with Tunnel.r3d] Page 8 4 Company Designer Job Number Envelope Member Section Forces (Continued) Member Sec Axialfkl Ic v Shearfkl 228 min 0 4 1 229 M39 1 max 0 4 244.781 230 min 0 4 -109 231 232 233 234 235 237 KPFF JRS 107026.70 2 3 M40 1 max 0 4 min 0 4 max 0 4 min 0 4 max 0 4 236 min 2 max 0 4 5000T Manipulator Foundation 229.401 4 - 124.25 4 112.077 - 139.358 158.23 - 65.095 150.561 Ic z Shearlkt lc Torquefk -ftl Ic v -v Mome... Ic z -z Mome... Ic 4 0 4 0 4 0 4- 336.014 4 4 I 0 4 I 0 4 0 4 545.487 4 4 0 4 0 4 0 4- 336.014, 4 4 4 4 0 4 0 4 0 0 4 0 0 0 0 0 4 0 4 0 0 4 0 4 0 0 Dec 8, 2008 2:47 PM Checked By: 4 392.219 4 4 ' -246.126 4 4 286.11 4 4 - 131.63 4 4 1 286.11 4 4 4 134.916 4 - 131.63 238 1 239 240. 241 242 243 244 245 I 246 M41 min 3 max min max min max min 3 max min 4 - 75.667 0 14 58.072 4 0 0 4 4 4 4 - 86.417 14 7.475 7.475 3.737 4 .737 4 4 4 4 4 0 4 0 4 4 0 4 I 0 14 0 0�. 0 0 41 0 4 '0 41 0 0 4 4 4 I4 4 J 0 4 7.475 0 0 - 70.421 '''1 4 7.475 4 4 7.475 4 4 4 4 4 4 4 7.475 1.869 1,869 0 4 RISA -3D Version 7.1.1 [C: \... \... \Jorgensen 5000T Manipulator \5000T Manipulator with Tunnel.r3d] Page 9 .Y 7 P/7 L.)'-& 6/14A/ 1 /7 C KPFF JRS 107026.70 Solution: Envelope Member y Shear Forces (k) 540 9c7 5000T Manipulator Foundation Dec 8, 2008 at 2:13 PM 5000T Manipulator with Tunnel.r3d KPFF her 1,0/4.4( 19 ge44.--1 JRS 107026.70 Solution: Envelope Member z Bending Moments (k-ft) 37T 5000T Manipulator Foundation Dec 8, 2008 at 2:13 PM 5000T Manipulator with Tunnel.r3d Section: Materials: Loads: Geometry: Concrete Reinforcing Design Calculation ACI 318 -05 5000T Manipulator Foundation Longitudinal Beam, Pit Slab, M1 through M12 Bottom Reinforcing fc= 4 fy = 60 Vu = Mu = 285.00 549.00 b = 17.00 b = 17.00 d = 43.75 ksi ksi kips kip -ft in in in a = 2.997 in As = 2.887 in As (min) = 2.479 in 0/c = 70.6 kips Vs = 285.9 kips Av /s = 0.1089 in Stirrup Size = #5 Number of Stirrup Legs = 4 Stirrup Spacing, s = 10.94 in Maximum Spacing = 10.94 in Mu As= ---- - - - - -- 4 *fy *(d -a /2) 4V c = 4)*2 *(f *b W *d = c= ES = 41 for moment = 4) for shear = d- - As *fy a = - - - - -- 0.85*fc*b p = 0.85 for fc of 4 ksi or less p is reduced at a rate of 0.05 /ksi for fc in excess of 4 ksi p minimum is 0.65 /4 4- lee 3. /( �4 Vs = (Vu - 4lVc) /4 0.85 3.526 in 0.0342 Tension - Controlled 0.90 3, &7S � t 4 Use lc. n j c 560- se Ale e7 PAC) ' 11.5.5.3 d/4 3 *(f c)' 200 As(min) = MAX: - - - - -- *b *d or --- - *b *d f f Av Vs s fy *d 12/8/2008 Concrete Reinforcing.xls 12/8/2008 Geometry: b = 48.00 b = 48.00 d = 23.00 Concrete Reinforcing Design Calculation ACI 318 -05 Section: 5000T Manipulator Foundation Longitudinal Beam, Pit Slab, M1 through M12 Bottom Reinforcing Materials: fc = 4 ksi fy = 60 ksi Loads: Vu = 285.00 kips Mu = 549.00 kip -ft a = 2.041 in As = 5.551 in As (min) = 3.680 in 4)Vc = 104.7 kips Vs = 240.4 kips Av /s = 0.1742 in /in Stirrup Size = #5 Number of Stirrup Legs = 4 Stirrup Spacing, s = 7.12 in Maximum Spacing = 11.50 in Mu As = - - -- *fy *(d -a /2) in in in 4)Vc = 4)*2 *(fc) *b *d 4) for moment = 4) for shear = 27* As *fy a = ----- 0.85*fc*b = c= ES= Vs = (Vu - 4Vc)/4 = 0.85 for fc of 4 ksi or less R is reduced at a rate of 0.05 /ksi for fc in excess of 4 ksi a minimum is 0.65 0.85 2.401 in 0.0257 Tension - Controlled 11.5.5.1 d/2 45z 0,1747 X5,75- h/(17Z /A,z Z/ 6 /,oz 0.90 0.75 3 — e Av Vs s fy *d Z•/?S 05 Z3 5,9 w 64 /re /;Y 27L 2 Se / 3 *(f0) 200 As(min) = MAX: -- -- *b *d o *b *d f f Concrete Reinforcing.xls Concrete Reinforcing Design Calculation ACI 318 -05 Section: 5000T Manipulator Foundation Longitudinal Beam, Pit Slab, M1 through M12 Bottom Reinforcing Materials: Geometry: fc = 4 ksi fy = 60 ksi Loads: Vu = 222.0 s i ps Mu = kip -ft b = 48.00 in b = 48.00 in d = 23.00 in a = 2.041 in As = 5.551 in As (min) = 3.680 in 4)Vc = 104.7 kips Vs = 156.4 kips Av /s = 0.1133 in /in Stirrup Size = #5 Number of Stirrup Legs = 4 Stirrup Spacing, s = 10.94 in Maximum Spacing = 11.50 in Mu 4 *fy *(d -a /2) (1) Vc = 4) *( fc) 1 *b * As *fy 0.85 *fc *b S/ -A 7 (77774 - :AA e, 4) for moment = 0.90 4) for shear = 0.75 Vs = (Vu - 4Vc) /4 p = 0.85 for fc of 4 ksi or less 13 is reduced at a rate of 0.05 /ksi for fc in excess of 4 ksi 13 minimum is 0.65 R = 0.85 c = 2.401 in es = 0.0257 Tension - Controlled 11.5.5.1 d/2 3 *(fc) 200 As(min) = MAX: - - - -- *b *d or --- *b, *d f f Av Vs s fy *d 12/8/2008 Concrete Reinforcing.xls Section: 5000T Manipulator Foundation Longitudinal Beam, Typical Slab M12 through M41 Bottom Reinforcing Materials: Loads: Geometry: Concrete Reinforcing Design Calculation ACI 318 -05 fc= 4 ksi R= 0.85 fy = 60 ksi c = 4.170 in ES = 0.0285 Tension - Controlled Vu = 360.00 kips Mu = 1290.00 kip -ft b = 34.00 in b = 34.00 in d = 43.75 in a = 3.544 in As = 6.829 in2 9 - e . 3 7 II As (min) = 4.958 in 4Vc = 141.1 kips Vs = 291.8 kips Av /s = 0.1112 in /in Stirrup Size = #5 Number of Stirrup Legs = 4 Stirrup Spacing, s = 11.15 in Maximum Spacing = 21.88 in i Mu c *fy *(d -a /2) 4Vc = m *2 *(fc)' *b *d As *fy 0.85 *fc *b R = 0.85 for fc of 4 ksi or Tess (3 is reduced at a rate of 0.05 /ksi for fc in excess of 4 ksi R minimum is 0.65 4) for moment = 0.90 4) for shear = 0.75 — 3 -5 75 -1 4 Vs = (Vu - 4Vc) /(1) 11.5.5.1 d/2 Use /3, 7S 3 *(fc) 200 As(min) = MAX: - -- *b *d or *b *d f f Av Vs s fy •d 12/8/2008 Concrete Reinforcing.xls Concrete Reinforcing Design Calculation ACI 318 -05 Section: 5000T Manipulator Foundation Longitudinal Beam, Typical Slab M12 through M41 Bottom Reinforcing Materials: fc = 4 ksi (3 = 0.85 fy = 60 ksi c = 3.600 in es = 0.0162 Tension - Controlled Loads: Vu = 360.00 kips Mu = 1290.00 kip -ft Geometry: b = 77.00 in 4 for moment = 0.90 b = 77.00 in 4) for shear = 0.75 d = 23.00 in a = 3.060 in As = 13.352 in As (min) = 5.903 in 4)Vc = 168.0 kips Vs = 256.0 kips Av /s = 0.1855 in /in Stirrup Size = #4 Number of Stirrup Legs = 6 Stirrup Spacing, s = 6.47 in Maximum Spacing = 11.50 in Mu As =— - -- 4 *fy *(d -a /2) 4Vc = t *2 * (fc) 1 rz *b *d As *fy a= 0.85 *fc *b Vs = (Vu - (1Vc) /4) 13 = 0.85 for fc of 4 ksi or less (3 is reduced at a rate of 0.05 /ksi for fc in excess of 4 ksi (3 minimum is 0.65 5/71-(1 44 c4 2/ , ,/ low eke. 4FC7t -' 2, v (/ 11.5.5.1 d/2 3 *(f c)' 200 As(min) = MAX: - - -- *b *d or -- - *b *d f f Av Vs s fy *d 12/9/2008 Concrete Reinforcing.xls Section: 5000T Manipulator Foundation Longitudinal Beam, Typical Slab M12 through M41 Bottom Reinforcing Materials: Loads: Geometry: Concrete Reinforcing Design Calculation ACI 318 -05 fc = 4 ksi fy = 60 ksi Vu = 245.00 kips Mu = .: '0 kip -ft b = 77.00 in b = 77.00 in d = 23.00 in a = 3.060 in As = 13.352 in As (min) = 5.903 in 4,Vc = 168.0 kips Vs = 102.7 kips Av /s = 0.0744 in /in Stirrup Size = #4 Number of Stirrup Legs = 6 Stirrup Spacing, s = 11.50 in Maximum Spacing = 11.50 in Mu As = - - - - - -- *fy *(d -a /2) 4V = 4 *2 *( *d es = 0.0162 Tension - Controlled 7Ylr4 -c 5i /,2 .�. for moment = 4 for shear = As *fy 0.85 *fc *b Vs = (Vu - 4Vc) /4 p = 0.85 for fc of 4 ksi or less p is reduced at a rate of 0.05 /ksi for fc in excess of 4 ksi p minimum is 0.65 (3 = 0.85 c = 3.600 in 0.90 0.75 Sff, �z CA iW(Fs !`/ aviy 11.5.5.1 d/2 3 *(fc) 200 As(min) = MAX: - - - -- *b *d or -- - *b *d f f Av Vs s fy *d 12/9/2008 Concrete Reinforcing.xls Eigli Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 project e-,exZ? 7 / A/ /,l.4,4/L'h location client by \P1' date 8/g149 sheet no. job no /t�7 vz�„ 7c / v c - r i ; Z" 1W / x S I-6 & /2 4 mac h 1/46) UA 14, 7 i 7& Wt' 7, /2/4 — �Z.—S f/C 4Y7/V// 2 G,i 'G ►-7/c i s C /f-c4 ? /fie /i Mc 7 oA 7%7L 7 / ,4-7V o Z /? cai2C /.te'C--, A-S Q/6 /4//4-GL y .e"3/6 Ay Uv/4- s UV•",/ zry 4r A-CG¢/ ze, c44.40/6 p 2 Qvavfr Section: 5000T Manipulator Foundation Longitudinal Beam, Typical Slab M12 through M41 Bottom Reinforcing Materials: f c = 4 ksi fy = 60 ksi Loads: Vu = 360.00 kips Mu = 1290.00 kip -ft Geometry: b = 34.00 in b = 34.00 in d = 41.75 in a = 3.730 in 8/24/2009 Concrete Reinforcing Design Calculation ACI 318 -05 As = 7.187 in As (min) = 4.489 in 4 Vc = 134.7 kips Vs = 300.4 kips Av /s = 0.1199 in /in Stirrup Size = #4 (4) / 4 @ , P`jp()/ei Number of Stirrup Legs = 4 Stirrup Spacing, s = 6.67 R= c= ES = Maximum Spacing = 20.88 in 11.5.5.1 d/2 0.85 4.389 in 0.0255 Tension - Controlled - Axial < 10% 4) for moment = 0.90 for shear = 0.75 d= 4z- 4W7S Cyst• 1Z 7S Z ° P t',m iAJ f342r7c 1114-61: 4 r 7, 9c) /.0 z in 0 70 Y I 7' Concrete Reinforcing.xls Concrete Reinforcing Design Calculatio ACI 318 -05 Section: 5000T Manipulator Foundation Longitudinal Beam, Typical Slab M12 through M41 Bottom Reinforcing Materials: f c = 4 ksi fy = 60 ksi Loads: Vu = 245.00 kips Mu = 1290.00 kip -ft Geometry: b = 34.00 in b, = 34.00 in d = 41.75 in a = 3.730 in As = 7.187 in As (min) = 4.489 in 4>Vc = 134.7 kips Vs = 147.1 kips Av /s = 0.0587 in /in Stirrup Size = #4 Number of Stirrup Legs = 4 4 for moment = 4 for shear = (3 = 0.85 c = 4.389 in Es = 0.0255 Tension - Controlled - Axial < 10% 0.90 0.75 Stirrup Spacing, s = 13.62 in Maximum Spacing = 20.88 in 11.5.5.1 d/2 Z ` poorxe CI��sG /G (4)1 !/, sbH pv 01 /,rk opi y 8/24/2009 - Concrete Reinforcing.xls Materials: f c = 4 ksi fy = 60 ksi Loads: Vu = 360.00 kips Mu = 250.00 kip -ft Geometry: b = 34.00 in 13, = 34.00 in d = 42.75 in Concrete Reinforcing Design Calculatio ACI 318 -05 Section: 5000T Manipulator Foundation Longitudinal Beam, Typical Slab M12 through M41 Top Reinforcing a = 0.680 in As = 1.310 in As (min) = 4.596 in As (4/3) = in2 If As is less than As(min) then the smaller of As(min) or As y be used to provide the required area of reinforcing. (5) Pi/49(1//9e< 4Vc = 137.9 kips /ki 70P //,41 ,r Vs = 296.1 kips A S `"" � Z r Av /s = 0.1155 in /in Stirrup Size = #4 Number of Stirrup Legs = 4 Stirrup Spacing, s = 6.93 in Maximum Spacing = 21.38 in 11.5.5.1 d/2 (3 = 0.85 c = 0.800 in ES = 0.1573 Tension - Controlled - Axial < 10% for moment = 0.90 4) for shear = 0.75 c = z6-1 z- 87S u ( 7S 42 Z (4) # 4 e 64' ¢ mou, oiA-y LI zit 8/24/2009 Concrete Reinforcing.xls Section: 5000T Manipulator Foundation Longitudinal Beam, Pit Slab, M1 through M12 Top Reinforcing Materials: Loads: Geometry: Concrete Reinforcing Design Calculation ACI 318 -05 fc = 4 ksi fy = 60 ksi Vu = 285.00 kips Mu = 839.00 kip -ft b = 48.00 in b = 48.00 in d = 43.25 in a = 1.615 in As = 4.393 in As (min) = 6.920 in As (4/3) = 5.857 in2 If As is less than As(min) then the smaller of As(min) or As(4 /3) ma used to provide the required area of reinforcing. 4)Vc = 196.9 kips Vs = 117.4 kips Av /s = 0.0452 in /in Stirrup Size = #5 Number of Stirrup Legs = 4 Stirrup Spacing, s = 21.63 in Maximum Spacing = 21.63 in Mu As = *fy *(d -a /2) 4) Vc = 4j *2 *(fc) *b *d As *fy a = - - - - -- 0.85*fc*b 4) for moment = 0.90 4) for shear = 0.75 46- 2- - % - 4. 375. - __ Z LA rr 4. , 37s 3 A0-4/17 Use 4s Vs = (Vu - (1)Vc) /(i) 1 = 0.85 for fc of 4 ksi or less (3 is reduced at a rate of 0.05 /ksi for fc in excess of 4 ksi 1 minimum is 0.65 R = 0.85 c = 1.900 in ES = 0.0653 Tension - Controlled C 11.5.5.1 d/2 3 *(fc) 200 As(min) = MAX: - -- *b *d or -- - *b *d f f Av Vs s fy *d 12/8/2008 Concrete Reinforcing.xls 1 M , M9 Solution: Envelope Member z Bending Moments (k-ft) KPFF JRS 107026.70 M10 M11 , 838.8 r 675 5000T Manipulator Foundation 1-g s l67e M12 M13 M14 -391.3 -678.6 r /w4v5 v /wf T M15 -896.3 M16 6 - Dec 8, 2008 at 3:54 PM 5000T Manipulator.r3d - Concrete Reinforcing Design Calculation ACI 318 -05 Section: 5000T Manipulator Foundation Longitudinal Beam, Typical Slab M12 through M41 Top Reinforcing Materials: fc = 4 ksi fy = 60 ksi Loads: Vu = 360.00 kips Mu = 250.00 kip -ft Geometry: b = 34.00 in b = 34.00 in d = 44.75 in a = 0.649 in As = 1.251 in 4)Vc = 144.3 kips Vs = 287.5 kips Av /s = 0.1071 in /in Stirrup Size = #5 Number of Stirrup Legs = 4 Mu As = $ *fy *(d -a /2) 4Vc = 4)*2 *(f c) 12 *b *d Stirrup Spacing, s = 11.58 in Maximum Spacing = 22.38 in As *fy a= 0.85 *fc *b Vs = (Vu - 4A/c)/4) p = 0.85 for fc of 4 ksi or Tess a is reduced at a rate of 0.05 /ksi for fc in excess of 4 ksi P minimum is 0.65 R = 0.85 c = 0.764 in ES = 0.1728 Tension - Controlled 4) for moment = 0.90 f r shear = 0.75 , c, 'Z —5 76 – (5 7 S As (min) = 5.072 in As (4/3) = 1.667 in2 If As is less than As(min) then the smaller of As(min) or As( • : .e used to provide the required area of reinforcing. 11.5.5.1 d/2 Y - l G /,X, 3 *(fc) 200 As(min) = MAX: - -- *b, or —'b f f Av Vs s fy *d 12/8/2008 Concrete Reinforcing.xls lii= Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 project location client by date sheet no job no. /-/C 0/),1 • Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 project bT M // / ( r 2 location client by Jam' date li/ eo,c3 sheet no job no. /v7ceG,7c 5R,C7a�� 4 Sca L S� 4/6 71f� /2_1_24 Z$ Z //p7 "— 3/ A-- > 18 // 5 /itig / c 74,(17,2- :: /'vz z_1.4.7t-z-s 4c,,o/k/7 Company Designer Job Number Global Dislay Sections for Member Calcs Max Internal Sections for Member Calcs Include Shear Deformation Include Warping Area Load Mesh (in ^2) Merge Tolerance (in) P -Delta Analysis Tolerance Vertical Axis Hot Rolled Steel Code Cold Formed Steel Code Wood Code Wood Temperature Concrete Code Number of Shear Regions Region Spacing Increment (in) Biaxial Column Method Parole Beta Factor (PCA) Concrete Stress Block Use Cracked Sections Bad Framing Warnings Unused Force Warnings General Material Properties 1 [ 2 4 9 10 11 12 KPFF JRS 107026.60 N3 N4 :. N5 N6 N7 N8 N9 N10. N11 N12 Label Conc4 RIGID' General Section Sets Label Shape T e 1 SectA Beam 2 SectB Beam 3 RIGID None Joint Coordinates and Temperatures Label X lftl N1 1 0 N2 1.42 5000T Manipulator Transverse Model 3 99 Yes Yes 144 .12 0.50% Y 2.5 3.21 5 6.$3 8.67 10.5 12.29 13 14.08 5 . 5 ' AISC: ASD 9th AISI 99: ASD NDS 91/97: ASD < 100F ACI 2002 4 4 PCA Load Contour .65 Rectangular Yes No Yes Dec 9, 2008 8:41 AM Checked By: E [ksi] 6 .16 3600 1e +7 G [ksi] Nu Therm ( \1 E5 FL Density[k/ft^3j 1540 .17 I 0 1 0 1 0 Material A [in2] Iyy [in41 Izz in4] J [in4J Conc4 1152 1 221184 T 1 Conc4 654 .1 - 40469 1 RIGID 1e +6 1e +6 1e +6 1 e + 0 0 0 0 Z 0 0 0 Temp [F] Detach From Diap... 0,_� 0 0 0 0 0 0 RISA -3D Version 7.1.1 [C: \... \... \Jorgensen 5000T Manipulator \5000T Manipulator Transverse.r3d] Page 1 1 - M1 Ni N2 SectA 1 Beam None Conc4 r Default 2 M2 N2 N3 1 SectB Beam None , Conc4 Default 3 M3 N3 N4 SectB Beam None Conc4 Default 4 M4 N4 1 N5 SectB Beam None Conc4 Default 5 M5 N5 N6 SectA Beam None Conc4 Default 6 M6 N6 N7 SectA Beam None Conc4 Default 1 7 M7 N7 N8 SectA Beam' None Conc4 Default 8 M8 N8 , , N9 SectB Beam None 1 Conc4 Default 9 M9 N9 N10 , N10 N11 1 SectB SectB 'Beam ;Beam None None 1 Conc4 ConcA ___1 Default Default 1 10 M10 11 M11 N11 N12 ' SectA 1 Beam 4 None Conc4 Default Company Designer Job Number KPFF JRS 107026.60 Member Primary Data Label I Joint J Joint Joint Boundary Conditions Basic Load Cases BLC Description 1 Rail LL Load Combinations 5000T Manipulator Transverse Model K Joint Rotate (d... Section/Sha e TvDe Design List Joint Label X [k/in] Y Z [Win] X Rot.[k-ft/liacl] Y Rot.[k-ft/rad] Z Rot.tk-ft/rad] Footing 1 Ni Reaction S18.4 Reaction Reaction 2 N2 I.' S324 N3 _ S23.19 N4 S32.4 N5 S4692 N6 S47.57 7 N7 S47.57 8 N8 I S46.92 9 N9 S32.4 1, 10 N10 1 S23.19 11 N11 S32.4 12 N12 1 Reaction Category X Gray..Y Gray..Z Gray... Joint Point Distrib... Area (... Surfac... LL 2 Joint Loads and Enforced Displacements (BLC 1 : Rail LL) Joint Label L,D,M Direction Magnitude[(k1c-ft), (in,rac1),_(k*s^2/ft 3 1 L Y -24 2I ; 1410 L Y -24 Dec 9, 2008 8:41 AM Checked By: Material Design Rul Description So..PDelta S... BLC Fact..BLC Fact..BLC Fact. BLC Fact. BLC Fact. .BLC Fact .BLC,Fact .BLC Fact... 1 Dead Load I I- Y -1 2 I DL+ Rail LL I Y -1.2 1 161 1 1 t 1 1 1 1 RISA-3D Version 7.1.1 [C:\...\...\Jorgensen 5000T Manipulator\5000T Manipulator Transverse.r3d] Page 2 I 31 KPFF M1 JRS LI 07026 .60 M2 M3 M4 I Q /43 ,I4 M5 M6 M7 M8 M9 M10 M11 / / '1.7 948 /■19 /410 /411 5000T Manipulator Transverse Model Dec 8, 2008 at 4:36 PM 5000T Manipulator Transverse.r3d /412 SectA SectB SectB 2 1 3 SectB KPFF JRS 107026.60 SectA SectA SectA SectB SectB SectB SectA 6 17 18 19 110 111 5000T Manipulator Transverse Model 1 Dec 8, 2008 at 4:36 PM 5000T Manipulator Transverse.r3d 12 2 1 N2 0 1.28 0 0 0 0 3 1 N3 0 .916 0 0 0 0 4 1 N4 0 1.28 0 0 0 0 Company Designer Job Number Joint Reactions (Bv Combination) LC Joint Label X_[k] N8 9 N9 10 1 N10 11 1 N11 12 1 N12 13 1 Totals: 1 KPFF JRS 107026.60 5000T Manipulator Transverse Model 0 0 0 0 0 Y [k] 1.855 1.881; 1.881 1.855` 1.28 916'_ 1.28 .727 15.878 7. f (y CSC Q, Igo Z [k] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dec 8, 2008 4:38 PM Checked By: MX [k- ft1 MY [k -ft], MZ [k -ft] 0 0 14 1 COG (ft): X: 7.75 Y: 0 z 0 RISA -3D Version 7.1.1 [C: \... \... \Jorgensen 5000T Manipulator \5000T Manipulator Transverse.r3d] Page 1 3' Loads: BLC 1, Rail LL KPFF JRS Mi L107026.60 -24k -24k M2 M3 M4 M5 M6 M7 M8 M9 I mio M11 /J2 3 ■14 T7 N19 10 .■111 ■I12 5000T Manipulator Transverse Model Dec 9, 2008 at 8:33 AM 5000T Manipulator Transverse.r3d Company Designer Job Number Joint Reactions (Bv Combination) LC 1 2 2 2 3 2 I2 N4 5 6 7 8 9 10 11 12 13 14 2 KPFF JRS 107026.60 Joint Label N1 N2 N3 N5 N7 N8 N9 N10 N11 N12 Totals: COG (ft). 4,4 3 z 0,7/ 1)c 05 6,510 2 )(4a1S" 7 5 1/, /C TP; 5000T Manipulator Transverse Model Y [k] -- 4.426 7.774 5.555 0 7.74; 0 11.149 0 0 0 0 0 0 0 0 X: 7.75 11.283 11.283 11.149 7.74 5.555 7.774 4.426 95.854 Y:0+ MX [k -ft] MY [k -ft] 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 Z [k] 0 0 Z: 0 0 0 0 0 0 0 0 Dec 9, 2008 8:31 AM Checked By: MZ [k -ft] 0 0 0 0 0 0 0 0 0 0 0 RISA -3D Version 7.1.1 [C: \... \... \Jorgensen 5000T Manipulator \5000T Manipulator Transverse.r3d] Page 1 Company Designer Job Number Joint Deflections (BV Combination) LC 1 2 2 2 3 2 2 5 2 6 2 7 2 8 2 9 2 10 2 11 1 2 12 2 KPFF JRS 107026.60 Joint Label N1 N2 N3 N4, N5 N6 N7 N8 N9 N10 N11 N12 5000T Manipulator Transverse Model mI 7c / ,7 A> e / 1+7 v 10/ Too/A- - pi SPIA- 114 (7 X Rotation [rad] .Y Rotation [rad] Z Rotation [rad] 0 0 3.636e -5 0 0 1 3.703e -5 0 0 4.768e -5 0 0 5.227e -5 0 0 2.146e -5 0 0 ; 8.036e -6 0 0 - 8.036e -6 0 0 -2.146e-5 0 0 5.227e -5 Dec 9, 2008 8:31 AM Checked By: 0 ` - 4.768e -5 -3 703e-5 - 3.636e -5 RISA -3D Version 7.1.1 [C: \... \... \Jorgensen 5000T Manipulator \5000T Manipulator Transverse.r3d] Page 2 Company Designer Job Number 2 3 4 2 5 7 2 8 9 10 11 12 13 14' 15 16 17 18 I 19 2 20 21 22 2 23 24 25 2 26 27 28 29 30 31 KPFF JRS 107026.60 Member Section Forces (Bv Combination) LC Label 2 M1 M2 M3 M4 M5 M11 Sec 1 2 3 1 2 3 1 2 3 1 2 3 1 2 1 5000T Manipulator Transverse Model Axial[k] y Shear[k] 0 4.426 0 3.335 0 2.245 0 0 0 , 0' 0 0 0 0 0 0 0 0 18.208 33:244 0 0 10.019 9.548 9.077 - 23.768 - 24.078 - 24.388 -16.648 - 17.428 - 18.208 -7.059 -8.464 -9.87 1.413 0 - 1.413 9.87 8.464 7.059 17.428 16.648 24.388 24.078 23.768 -9.548 -2.245 z Shear[k] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Torque[k -ft] y -y Moment[k..z -z Moment[k... 0 0 0 0 0 - 2.755 0 0 -4.736 0 0 0 0 0 0 0 0 0 ` 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 O 0 0 Dec 9, 2008 8:32 AM Checked By: 0 0 0 0 0 0 0 0 0 0 0 0 0 - 10.019 0 - 4.736 - 10.019 - 15.048 J - 15.048 -6.555 2.048 2.048 17.296 33.244 33.244 40.346 48.734 48.734 48.084 48.734 48.734 40.346 33.244 17.296 2.048 2.048 -6.555 - 15.048 - 15.048 - 10.019 -4.736 M10 - 9.077 -4.736 32 33 0 -3.335 -4.426 0 0 -2.755 0 RISA -3D Version 7.1.1 [C: \... \... \Jorgensen 5000T Manipulator \5000T Manipulator Transverse.r3d] Page 3 KPFF X 10 4 4 M1 ' M2 • M3 901 /s12 344 Results for LC 2, DL + Rail LL Member y Shear Forces (k) JRS 107026.60 -24.4 M4 M5 -18.2 1.4 9.9 1 17 -1.4 -9.9 -10 5000T Manipulator Transverse Model 18.2 24.4 - - . M7 M8 M9 M10 M11 / si9 '110 N111 . 12 Dec 9, 2008 at 8:32 AM 5000T Manipulator Transverse.r3d Results for LC 2, DL + Rail LL Member z Bending Moments (k-ft) KPFF r— JRS 107026.60 48.7 33.2 48.7 M7 M8 M10 M11 -4.7 -15 -15 5000T Manipulator Transverse Model Dec 9, 2008 at 8:32 AM 5000T Manipulator Transverse.r3d Concrete Reinforcing Design Calculation ACI 318 -05 Section: 5000T Manipulator Foundation Transverse Beam, Typical Slab Bottom Reinforcing Materials: fc = 4 ksi R = 0.85 fy = 60 ksi c = 0.122 in Es = 0.5826 Tension - Controlled Loads: Vu = 24.40 kips Mu = 15.00 kip -ft Geometry: b = 24.00 in 4 for moment = 0.90 b, = 24.00 in for shear = 0.75 d = 23.75 in s Z7_ 1- ys-/fi r 73,07 a = 0.103 in As = 0.141 in As (min) = 1.900 in As (4/3) = 0.188 in2 If As is less than As(min) then the smaller of As(min) or As( i. - 'e used to provide the required area of reinforcing. +Vc = 54.1 kips Vs = 0.0 kips No shear reinforcement required Av /s = 0.0000 in /in Stirrup Size = #5 Number of Stirrup Legs = 4 Stirrup Spacing, s = 11.88 in Maximum Spacing = 11.88 in Mu *fy *(d -a /2) 4)Vc = *2 *(f0 *b *d As *fy a = -- 0.85*fc*b Vs = (Vu - •Vc) /(1) 13 = 0.85 for fc of 4 ksi or less 13 is reduced at a rate of 0.05 /ksi for fc in excess of 4 ksi 13 minimum is 0.65 11.5.5.1 d/2 Av Vs s fy *d o3/ //1( 3 *(fc) 200 As(min) = MAX: - - - -- *b *d or *b *d f f 12/9/2008 Concrete Reinforcing.xls Concrete Reinforcing Design Calculation ACI 318 -05 Section: 5000T Manipulator Foundation Transverse Beam, Typical Slab Top Reinforcing Materials: fc = 4 ksi fy = 60 ksi Loads: Vu = 24.40 kips Mu = 48.70 kip -ft Geometry: b = 24.00 in b = 24.00 in d = 24.75 in a = 0.324 in As = 0.440 in 4)Vc = 56.4 kips 4) for moment = 4) for shear = R = 0.85 c = 0.381 in ES = 0.1920 Tension - Controlled 0.90 0.75 o= - 4 0,791 /A 7 4 - 7 `cC (Z`' C9,3/ / 4- As (min) = 1.980 in As (4/3) = 0.587 in2 If As is less than As(min) then the smaller of As(min) or As(4 /3) may be used to provide the required area of reinforcing. Vs = 0.0 kips No shear reinforcement required Av /s = 0.0000 in /in Stirrup Size = #5 Number of Stirrup Legs = 4 Stirrup Spacing, s = 12.38 in Maximum Spacing = 12.38 in Mu As = 4 *fy *(d -a /2) 4)V = 4)*2 *(f c) *b *d As *fy a = -- 0.85*fc*b Vs = (Vu - (1Vc) /(1) (3 = 0.85 for fc of 4 ksi or Tess 6 is reduced at a rate of 0.05 /ksi for fc in excess of 4 ksi 13 minimum is 0.65 11.5.5.1 d/2 3 *(fc) 200 As(min) = MAX: - - - -- *b,*d or -- - *b *d f f Av Vs s fy *d 12/9/2008 Concrete Reinforcing.xls AITM Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 protect MITIWAICA4 cr- l location client „Pm m date `Z7p / ✓U sheet no. job no. 102oZ6, 7o 6 t/4f,t,7 _ /( /2-€44-/cO/WA,4 A o / x/ i8 03? /A( 4 0, S Z / /F7 7o/ / /o 77oi 4 5__6? 7' o, C3 /A, G/o` o,S3 /6 %7 AL-7 _— i o r 5S A-77/c/ ERB Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 project 5 zz ( 47/4/-///' cil//"1,/ dn.. location client by V Ivy date W?/0e6 sheet no. job no. la7oZG,7a & &r � �''i /Air, b/5 Cc- 5 /O•-- 5 (,c,/ STIR v£ .rn ;#i 71 y wo(Aw (// pc> /Z e '12- a / ,v6 7 SA-0w7 45 EA/57," m,4,/i v /A/ 6 o7 7/x-7 7/ toot/ -k2 ,,GA-Cf tP f 7 P/7 Cvv /S /c2 ex x) LASt Zov ,4,( c-/ /m)AC7' zook T 1 46v /e -FT (4) /5), 7(, U,v s()/ , (0`/6/ F . 9 K5/ 2 1(- 4v .(4 MA; ". Vit./ i n 4- 2 376 79/ Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 project 6-6 cv r location client by date /v fa s sheet no. job no. 70701c,7 Pfr / /i+ - CDv k 01' fC /c 0012' ' dot? GO /3 4-441-i ' Q11 3 4 . de 77/y- C /z, Z5; 7S S� S. SU 4 a (1 3 Z o, /Z / or Sc if t5wr /e f,(/ 7 U44. ?CU /( x 1,4= or / lt,tc 0, Lx Zvv i')ct>- c 4- 2)4 4 - If y ( ) A i = 0, 7 Y. 4 332 AL4 (co,4,5 -i- C2, of* ') k At Z5. %"-= (57. G 4 (At r / 775', 0,7s)4 3 (52 = Z ? / IC- 2 Zr5C, /( d/ 40 /A-t( 5# 0,7S (QV 0,g 7- f �° 7� /' -7 Section: 5000T Manipulator Foundation Beam Support Corbel Materials: Loads: Geometry: Concrete Reinforcing Design Calculation ACI 318 -05 fc = 4 ksi Q = 0.85 fy = 60 ksi c = 0.917 in es = 0.0804 Tension - Controlled Vu = 10.00 kips Mu = 79.00 kip -ft b = 19.00 in b = 19.00 in d = 25.50 in a = 0.779 in As = 0.839 in 4)Vc = 46.0 kips 4) for moment = 4) for shear = As (min) = 1.615 in As (4/3) = 1.119 in2 If As is less than As(min) then the smaller of As(min) or As 3 m- : - used to provide the required area of reinforcing. Vs = 0.0 kips No shear reinforcement required Av /s = 0.0000 in /in Stirrup Size = #4 Number of Stirrup Legs = 2 Stirrup Spacing, s = 12.75 in Maximum Spacing = 12.75 in Mu As = -------- ------ — 4 *fy *(d -a /2) (I)Vc = 4)*2 *(fc) *d As *fy a= 0.85 *fc *b Vs = (Vu - 4Vc) /4 P = 0.85 for fc of 4 ksi or less 3 is reduced at a rate of 0.05 /ksi for fc in excess of 4 ksi 13 minimum is 0.65 11.5.5.1 d/2 3 *(fc)' 200 As(min) = MAX: - - - - -- *b *d or - -- *b *d f f Av Vs s fy *d 12/9/2008 Concrete Reinforcing.xls Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 project cGZ o r 4/9 / '/, 7o/ location client b V e3 date /M/o8 sheet no. job no. /07 n FHA -m /,t-I (- Cc'1v 7 AA-I / /zzg 0,3 1 /11/9 1, ZZ 4- Al 7 45 2 17/ Use A L S "c x/" A(c5/ ( p ) /4, ("ArcA U X45( be- - 8/t / m (i. C.-- t,0) 53 2e &sis 4- 35_ / s - b.) sviaox = 23, (,57.6 4- 35/,/zs 4. 1/� 70 57 PL/= Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 project S ?z7 )7 /41)--A/7/ location client by I2A date l L�9lop, sheet no. job no. l02a?6, 70 /- / 7 F'm/ , Cof cx kccr 7 c/7 Y o i' >ei5 1,0 Ow , f-e-t Pr, i / 404-7 4 3) = ZJv /G Pr x� P/-4 P/7 k 4.u. / 5 /8 " 77/41ac W *I-- 7 @ '0,c c 4 LL's- /155u.,, (04, is Gu 2 % ' Y/ G, a)A-C-( /. 4 Y ECC. 7U / 7 ln,A - 70 Iz -T P -., f, if -P -' 3 /c5/ i., 4_ -F /c5/ -- 26,9 6 45 -a.so /Aez /-9 Gt a o , , 3 4 c).°3 r /S 3 019Y 0,5 >vx(i s - - ° %)- D � C9/ 77m "nal - 4.t./7 A //6', At d r#( t<JA-cr /.c.. 7oec 006. Erl Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 project S 7 4M-A/ -, location client by Jr? date /7/9/96 sheet no. lob no. lb70Zt-r70 1 " -yam /.IC, C7-f7 h 2 72' , 742) = /1X727 /3.5‘.' M cr O17 A-c // 5, Z✓LS/ot Are - 27 ZS X. 1e -- /30(5 •�- pC.r) 2(12, ? S - f 0> / 9), S /,s, 0, 7C (2. ---. /00 :ic t z . r04 5/ A /--/rte /ifaN // / 7 /-55 um- e / /z (fir 7c)s/ 5 emirs A c4/ Lam' 7 _ 69 Z G /c -1C7 5,944.z. C A is$ ' 7/ L Y /3/C' /C •�o°- ? 45 777-q m og- iv/MX."17 a Gt)fe ( AFO7 Cdv�zr2 7/L p /?' CCvit - S /47 7/,( 5A 4-1 if 7f /di ' A5 7/7(7 Ate Gc p-2. .-2 w) /- /2o/ &/7 Go. ; S Gb z4 A0& VZS >e43 /�� = a .©5- 7; , Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 protect 5-D) / i / /4/Y /AtiZA-TCw location client by date /// sheet no. job no /07a6, _ xl? 7 S Z y 716, 7)e &v /ov A S"covc, U, - //. A t //c r 69, lag //q7" eon fit a, Concrete Reinforcing Design Calculation ACI 318 -05 Section: 5000T Manipulator Foundation Connection to Existing 18" Wall Materials: fc = 4 ksi R = 0.85 fy = 60 ksi c = 1.159 in es = 0.0294 Tension - Controlled Loads: Vu = 1.00 kips Mu = 36.20 kip -ft Geometry: b = 12.00 in 4) for moment = 0.90 b = 12.00 in 4 for shear = 0.75 d = 12.50 in a = 0.985 in As = 0.670 in As (min) = 0.500 in 4)Vc = 14.2 kips Vs = 0.0 kips No shear reinforcement required Av /s = 0.0000 in /in Stirrup Size = #3 Number of Stirrup Legs = 3 Stirrup Spacing, s = 6.25 in Maximum Spacing = 6.25 in Mu As = 4 *fy *(d - a /2) 4)Vc = 4 *2 *(f c) *b As *fy a = -- 0.85*fc*b Vs = (Vu - 4A/c) /(1> (3 = 0.85 for fc of 4 ksi or less R is reduced at a rate of 0.05 /ksi for fc in excess of 4 ksi 13 minimum is 0.65 A4 6,6s /A., /7 p/G 11.5.5.1 d/2 3`(f 0) 200 As(min) = MAX: *b *d or --- - * bw "d f f Av Vs s fy`d 12/31/2008 Concrete Reinforcing.xls Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 project cw , 044-/ ocic 47ve? location client date / th / o J sheet no. job no. P 1r 1;e1-/9 C©w`� ) w/5 7 403 30, 7 )(6)( 5/D 6 1,657 S7_,0 A= 1/./ °7 + 14;/3xo,S3s i 2x 6,75 L 33,72 by q, 65 /4, sz.s 7,56-x 77r ys + 15, q65 3 3 9 x ? . /GL o 35�x la, /3 4 ` /2 5 79/0 Z L/C-)s./ 2 6 Af 7 ,51 D.� O,35Y /(331/ 4/' Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 project S C E " /PC location client by J /L5 date /OA sheet no. job no. 1v70Z6 f 7 /r/Llj m /,() Ci+A('l- h'IC, n► li�l 7 CA f4C/7YCo) N97C/, S 114_, 2,c90 x (3 -f Z� = l 000 - i bo v 3 6, rf/n l& /(vper,- lot 2� z 2� Z-:` 0,5 3c t).-29 sti LA 1,25 7,3 15/ V„, o,cxS`c) x04,13 x0,9s - fZy.o,c AA/«, ` 3i/ /,sti G"/417 - ) 7.9 x 4? 57, 6 lc 3!1 3x (,75 t 4t )/ - 06,0 t 9/ � s 3 2 751 u BIB Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 pro S c 7 //NJ/Mx/17'0 location client by Ji(/ date / /1? oy sheet no. job no. 4U7oZ( 7c P17 /GL1441/ 6 a7v7 Cif/ice z" / i? rogCfFT 160/w ;A Y6e /3 ze2) tOAP) /4 ocz 35; Zer A-Y ' LOAD ( f }; 5umis -9 l c)//Jl/1 v - _ 7 ° ° k//7 c� • v z X Z 114 gS XS; I 2 `l / / - P % ? " Z S. r ZXZz a 0() //,/ 6 �., 4 45/ ci/ /7, / ,mss/ 0 3 " / ov /Z .vx 5,173xoze. 1o, Q 6' 46y z9 ,C 00 L Concrete Reinforcing Design Calculation ACI 318 -05 Section: 5000T Manipulator Foundation Cantilever Slab at Pit Top Reinforcing Materials: fc = 4 ksi fy = 60 ksi Loads: Vu , = 14.10 kips Mu = 56.40 kip -ft Geometry: b = 12.00 in b = 12.00 in d = 44.50 in 4)Vc = 50.7 kips Stirrup Spacing, s = 22.25 in Maximum Spacing = 22.25 in Mu 4 *fy *(d -a /2) 4Vc = 4 *2 *(fc) *d As *fy 0.85 *fc *b 4) for moment = 4 for shear = a = 0.416 in As = 0.283 in As (min) = 1.780 in As (4/3) = If As is less than As(min) then the smaller of As(min) or As to provide the required area of reinforcing. Vs = (Vu - 4Vc) /4 = 0.85 for fc of 4 ksi or Tess 13 is reduced at a rate of 0.05 /ksi for fc in excess of 4 ksi P minimum is 0.65 (3 = 0.85 c = 0.490 in ES = 0.2697 Tension - Controlled 0.90 0.75 c- 0 4° /Ai V/7 Q /C. 11.5.5.1 d/2 2 Vs = 0.0 kips No shear reinforcement required Av /s = 0.0000 in /in Stirrup Size = #3 Number of Stirrup Legs = 2 3•(fc) 200 As(min) = MAX: - -- *I *d or `b, fy f Av Vs s fy`d 1/19/2009 Concrete Reinforcing.xls Mg . Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 project Sax) / location client by ,)- s date / /9 /O sheet no . job no. laU‘ 50pAvetre £,« ©,e A-ft_ LA)/z)(‘- r Zv. C am , 3 te d /G 3Y / /C/i' i 60770 /7 � /2 a -riM /� ` Or h-'"5/ 4Y `✓5A ic - Cf PC / ?7// //t/ -fs < 2t , 4 2y 3.o?t �'-= 36 /v7 0 Depth(ft) 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 Pressure (kst) 0.50 — 0.12 Max. 5 10 15 20 25 z 0.01 0.04 0.06 0.09 Max. Pressure= 0.12 At depth= 0.50 <Surcharge> CIV/LTECH SOFTWARE USA www.civiltechsoftware.com Licensed to JRS KPFF Consulting Engineers Date: 1/14/2009 File: UNTITLED Wall Height, H= 10 Load Depth at Surface, D= 0 Load Factor of Surcharge Loading = 1 Flexible Wall Condition -- Movement or deflection are allowed. Max. Pressure = 0.124 at depth = 0.50 X Width Length Area Load .0 10.0 30.0 .30 UNITS: LENGTH /DEPTH: ft, Qpoint: kip, Qline: kip /ft, Qstrip /Qarea /PRESSURE: ksf Depth(ft) 0 5 - 10 - 15 0 1 ksf Wall Height =5.0 Pile Diameter =1.0 5000T Maniplator Wall <ShoringSuite> CIVILTECH SOFTWARE Licensed to JRS KPFF Consulting Engineers Date: 1/14/2009 File: L: \107 4107026.70 (Jorgensen 5k Manipulator Foundation) \Shoring \Manipulator Wall.sh8 PILE LENGTH: Min. Embedment =8.93 Min. Pile Length =13.93 MOMENT IN PILE: Max. Moment =5.29 per Pile Spacing =l.0 at Depth =9.13 DRIVING PRESSURES (ACTIVE, WATER, & SURCHARGE): Z1 P1 Z2 P2 Slope 0 0 12 .480 0.040000 12 .480 25 .727 0.019000 * Sur- charge 0.000 0.000 0.500 0.124 0.247882 0.500 0.124 1.000 0.116 - 0.016657 1.000 0.116 1.500 0.107 - 0.016331 1.500 0.107 2.000 0.100 - 0.015860 2.000 0.100 2.500 0.092 - 0.015263 2.500 0.092 3.000 0.085 - 0.014562 3.000 0.085 3.500 0.078 - 0.013783 3.500 0.078 4.000 0.071 - 0.012951 4.000 0.071 4.500 0.065 - 0.012089 4.500 0.065 5.000 0.060 - 0.011219 5.000 0.060 5.500 0.054 - 0.010357 5.500 0.054 6.000 0.050 - 0.009519 6.000 0.050 6.500 0.045 - 0.008716 6.500 0.045 7.000 0.041 - 0.007955 7.000 0.041 7.500 0.038 - 0.007242 Moment Equilibrium Force Equilibrium USA www.civiltechsoftware.com Pile Spacing =1.0 Wall Type: 1. Sheet Pile 15f 1(,7Z U5t 1? PILE SELECTION: Request Min. Section Modulus = 2.7 in3 /ft, Fy= 36 ksi = 248 MPa, Fb /Fy =0.66 CS55 has Section Modulus = 6.3. It is greater than Min. Requirements! Top Deflection = 1.25(in) based on Elastic Module, E (ksi)= 29000.00 and Moment of Inertia, I (in4) /foot= 18.7 PASSIVE PRESSURES: Z1 PASSIVE SPACING: No. 7.500 0.038 8.000 0.034 - 0.006580 8.000 0.034 8.500 0.031 - 0.005968 8.500 0.031 9.000 0.029 - 0.005408 9.000 0.029 9.500 0.026 - 0.004896 9.500 0.026 10.000 0.024 - 0.004431 10.000 0.024 11.000 0.020 - 0.003819 11.000 0.020 12.000 0.017 - 0.003130 12.000 0.017 13.000 0.015 - 0.002571 13.000 0.015 14.000 0.012 - 0.002119 14.000 0.012 15.000 0.011 - 0.001754 15.000 0.011 16.000 0.009 - 0.001458 16.000 0.009 17.000 0.008 - 0.001218 17.000 0.008 18.000 0.007 - 0.001023 18.000 0.007 19.000 0.006 - 0.000863 19.000 0.006 20.000 0.005 - 0.000732 20.000 0.005 22.000 0.004 - 0.000579 22.000 0.004 24.000 0.003 - 0.000428 24.000 0.003 26.000 0.003 - 0.000322 26.000 0.003 28.000 0.002 - 0.000246 28.000 0.002 30.000 0.002 - 0.000191 30.000 0.002 32.000 0.002 - 0.000150 32.000 0.002 34.000 0.001 - 0.000120 34.000 0.001 36.000 0.001 - 0.000096 36.000 0.001 38.000 0.001 - 0.000078 38.000 0.001 40.000 0.000 - 0.000472 1 P1 Z2 P2 Slope 5.0 0.00 12.0 1.87 0.267 12.0 1.87 25.0 3.56 0.130 ACTIVE SPACING: No. Z depth Spacing 1 0.00 1.00 2 5.00 1.00 Z depth Spacing 5.00 1.00 UNITS: Width ,Spacing,Diameter,Length,and Depth - ft; Force - kip; Moment - kip -ft Friction,Bearing,and Pressure - ksf; Pres. Slope - kip /ft3; Deflection - in Depth(ft) 0 10 L 15 Depth(ft) r-0 - 5 - 10 - 15 0 1 ksf Net Pressure Diagram 3.59 kip i I Shear Diagram Max. Shear =3.59 kip 0 5000T Maniplator Wall Max. Moment =5.29 kip -ft 5.29 kip -ft 0 Moment Diagram PRESSURE, SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Based on pile spacing: 1.0 foot or meter User Input Pile, CS55 E (ksi)= 29000.0, I (in4) /foot =18.7 File: L: \107 4107026.70 (Jorgensen 5k Manipulator Foundation)\Shoring \Manipulator Wall.sh8 <ShoringSuite> CIVILTECH SOFTWARE USA www.civiltechsoftware.com Licensed to JRS KPFF Consulting Engineers Moment Equilibrium Force Equilibrium Top Deflection= 1.25(in) Max Deflection= 1.25(in) 1.246(in) 0 I I Deflection Diagram Jennifer Marshall - D09 -194 From: Donald Tomaso To: Bill Rambo; Jennifer Marshall Date: 10/08/2009 10:25 AM Subject: D09 -194 CC: Brenda Holt; Wayne Turk Thank you Don • • Page 1 of 1 Can you remove the fire department inspections and conditions from this permit, I have talked with Wayne from Jorgensen Forge and this project will not be impacting any of the fire systems in the building. The scope of work is to replace the in floor rail system for the new machinery being installed. If you have any questions let me known. file: / /C:\ temp\ XPGrpWise \4ACDBE36tuk- mail6300 -po 10016B6D36163461 \GW } 00001.... 10/08/2009 DEPARTMENTS: B uifdin' �i I A'/ � g T�"ublic wo Complete Comments: • PE .`s . r PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -194 DATE: 09 -15 -09 PROJECT NAME: JORGENSEN FORGE SITE ADDRESS: 8531 EAST MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) 1 APPROVALS OR CORRECTIONS: Fire Prevention Structural Incomplete n A N/A- Planning D vision Permit Coordinator DUE DATE: 09 -17 -09 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route X Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 10-15-09 Approved ❑ Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 n Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 DEVELOPERS SURETY & INDEMNITY 848598C 01/16/2002 Until Cancelled 01/22/2002 $12,000.00 01/24/2002 Name Role Effective Date Expiration Date HUTTON, JOSEPH H PRESIDENT 01/22/2002 Amount SCOTT, JONATHON A SECRETARY 01/22/2002 DTC08543M3451ND0812 JOHNSON, KENNETH W VICE PRESIDENT 01/22/2002 Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 9 TRAVELERS CAS INS CO DTC08543M3451ND0812 /28/200812/28/2009 $1,000,000.0012 /24/2008 8 INTERSTATE INDEMNITY CO DGL100123 12/31 /200712/31/2008 $1,000,000.0012 /20/2007 7 INTERSTATE INDEMNITY CO PGL1000580 12/31/200612/31 /2007 $1,000,000.0012 /26/2006 Untitled Page • 1 General /Specialty Contractor A business registered as a construction contractor with Lttl to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company PHOENIX INDUSTRIAL INC 3605671666 2111 SE COLUMBIA WAY BLDG 7 STE 120 VANCOUVER WA 98661 CLARK Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 602166305 ACTIVE PHOENII985B2 CONSTRUCTION CONTRACTOR 1/22/2002 1/25/2010 GENERAL UNUSED Business Owner Information Bond Information Insurance Information https://fortress.wa.gov/lni/bbip/Detail.aspx Page 1 of 2 09/25/2009