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Permit M06-284 - QWEST COMMUNICATIONS
QWEST COMMUNICATIONS 6101 S 180 ST M06 -284 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: 3523049120 6101S180STTUKW Contractor: Name: J P FRANCIS & ASSOCIATES INC Address: 8223 S 222 ST , RENT WA Contractor License No: JPFRAAIO22RU DESCRIPTION OF WORK: CONSTRUCT NEW CHILLER PLANT IN EXISTING BUILDING Value of Mechanical: 600,000.00 Type of Fire Protection: SPRINKLERS /AFA City f Tukwila Furnace: <1001C BTU 0 >100K BTU 0 Floor Furnace 0 Suspended/Wail/Floor Mounted Heater 0 Appliance Vent 0 Repair or Addition to Heat/Refrig /Cooling System.... 0 Air Handling Unit <10,000 CFM 0 >10,000 CFM 0 Evaporator Cooler 0 Ventilation Fan connected to single duct 0 Ventilation System. 0 Hood and Duct 0 Incinerator: Domestic 0 Commercial/Industrial 0 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 QWEST COMMUNICATIONS 6101 S 180 ST , TUXWILA WA La PIANTA LLC PO BOX 88028 , TURWILA WA JAMES MILLIRON 6101 S 180 ST , TUKWILA WA MECHANICAL PERMIT Fees Collected: EOUIPMENT TYPE AND OUANTITY ** c ontinued on next page ** Permit Number: Issue Date: Permit Expires On: Phone: Phone: 614 - 554 -2921 Phone: 253872 -8950 Expiration Date: 01/08/2009 M06 -284 03/14/2007 04/28/2008 International Mechanical Code Edition: 2003 Boiler Compressor: 0-3 HP /100,000 BTU 0 3-18 HP /800,000 BTU 0 18-30 HP /1,000,000 BTU 0 30-50 HP /1,750,000 BTU 0 50+ HP/1,750,000 BTU 0 Fire Damper 0 Diffuser 0 Thermostat 0 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment 0 $4,343.00 doc: IMC-10 /06 M06-284 Printed: 11-08 -2007 Permit Center Authorized Signature: 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.cttukwila.wa.us Permit Number: M06 -284 Issue Date: 03/14/2007 Permit Expires On: 04/28/2008 Date: I l ir/b 101 I hereby certify that I have read and n ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied t , whether specified herein or not. The granting of this permi construction or the pert Signature: ve authority to violate or cancel the provisions of any other state or local laws regulating orized to sign and obtain this mechanical permit. Date: NOW. Sk„7ntl 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. doc: IMC-10 /06 M06 -284 Printed: 11 -08 -2007 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: 3523049120 6101 S 180 ST TUKW Cityt%f Tukwila Department of Community Development 6300 Southeenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.cttukwila.wa.us QWEST COMMUNICATIONS 8101 S 180 ST , TUKWILA WA LA PIANTA LLC PO BOX 88028 , TUKWILA WA JAMES MILLIRON 6101 S 180 ST , TUKWILA WA Contractor: Name: J P FRANCIS & ASSOCIATES INC Address: 8223 S 222 ST , KENT WA Contractor License No: JPFRAAIO22RU DESCRIPTION OF WORK: CONSTRUCT NEW CHILIES PLANT IN EXISTING BUILDING Value of Mechanical: 800,000.00 Type of Fire Protection: SPRINKLERS /AFA Furnace: <100KBTU 0 >100K BTU 0 Floor Furnace 0 Suspended/Wall/Floor Mounted Heater 0 Appliance Vent 0 Repair or Addition to Heat/Refrig /Cooling System.... 0 Air Handling Unit <10,000 CFM 0 >10,000 CFM 0 Evaporator Cooler 0 Ventilation Fan connected to single duct 0 Ventilation System 0 Hood and Duct 0 Incinerator. Domestic 0 Commercial/Industrial 0 MECHANICAL PERMIT $OIIIPMENT TYPE AND OIIANTITY * *continued on next page** Permit Number: M06 -284 Issue Date: 03/14/2007 Permit Expires On: 12/10/2007 Phone: Phone: 614 - 554 -2921 Phone: 253872 -8950 Expiration Date: 01/08/2009 Fees Collected: $4,343.00 International Mechanical Code Edition: 2003 Boiler Compressor: 0-3 HP /100,000 BTU 0 3 HP /500,000 BTU 0 15-30 HP /1,000,000 BTU 0 30-50 HP /1,750,000 BTU 0 80+ HP/1,750,000 BTU 0 Fire Damper 0 Diffuser 0 Thermostat 0 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment doc: IMC-10 /06 M06 -284 Printed: 08 -27 -2007 Permit Center Authorized Signatur I hereby certify that I have read an governing this work will be compile The granting of this permit • • =s not pres construction or the perfo 4 ce of or Signature: Print Name: � B.h w'i s a .4 doc: IMC -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.dtukwila.wa.us th, Permit Number: MO6 -284 Issue Date: 03/14/2007 Permit Expires On: 12/10/2007 Date: 0 ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. give authority to violate or cancel the provisions of any other state or local laws regulating authorized to sign and obtain this mechanical permit. Date: 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. M06.284 Printed: 08 -27 -2007 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: httn:: / /www.cttukwila.wa.us 3523049120 6101 5 180 ST TURW City of Tukwila QWEST COMMUNICATIONS 6101 S 180 ST , TUKWILA WA LA PIANTA LLC PO BOX 88028 , TUKWILA WA JAMES MILLIRON 6101 S 180 ST , TUKWILA WA J P FRANCIS & ASSOCIATES INC Address: 8223 S 222 ST , KENT WA Contractor License No: JPFRAAIO22RU DESCRIPTION OF WORK: CONSTRUCT NEW CHD,LFS PLANT IN EXISTING BUILDING Value of Mechanical: 500,000.00 Type of Fire Protection: SPRINKLERS /AFA Furnace: <100K BTU 0 >100K BTU 0 Floor Furnace 0 Suspended/Wall/Floor Mounted Heater 0 Appliance Vent 0 Repair or Addition to Heat/Refrig /Cooling System.... 0 Air Handling Unit <10,000 CFM 0 >10,000 CFM 0 Evaporator Cooler 0 Ventilation Fan connected to single duct 0 Ventilation System. 0 Hood and Duct 0 Incinerator: Domestic 0 Commercial/Industrial 0 MECHANICAL PERMIT Fees Collected: EOUIPMENT TYPE AND OUANTITY * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Phone: Phone: 614 -554 -2921 Phone: 283 872 -8950 Expiration Date: 01/08/2009 Steven M. Mullet, Mayor Steve Lancaster, Director M06 -284 03/14/2007 09/10/2007 International Mechanical Code Edition: 2003 Boiler Compressor: 0-3 HP /100,000 BTU 0 3 -15 HP /500,000 BTU 0 15 -30 HP /1,000,000 BTU.. 0 30-50 HP /1,780,000 BTU 0 80 +HP /1,750,000 BTU 0 Fire Damper 0 Diffuser 0 Thermostat 0 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment 0 $4,343.00 doc: IMC -10/06 M06 -284 Printed: 03 -14 -2007 Permit Center Authorized Signature: Print Name: U a J ' ' - /l ;r0 n 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: httn: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: M06 -284 Issue Date: 03/14/2007 Permit Expires On: 09/10/2007 Date: (3 k I hereby certify that I have read and ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied 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 mechanical permit. Signature: - Date: 3 — /' 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. doc: IMC -10/06 M06 -284 Printed: 03 -14 -2007 Parcel No.: 3523049120 Address: Suite No: Tenant: 6101S180 1: ** *FIRE DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southeenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us QWEST COMMUNICATIONS PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: M06 -284 ISSUED 12/20/2006 03/14/2007 2: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 3: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,600 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 73' or less. (1FC 906.3) (NFPA 10, 3-2.1) 4: 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 76' or less. (IFC 906.3) (NFPA 10, 3- 2.1)(Generator, Battery Systems, Refrigerant areas.) 5: 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) 6: 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) 7: 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) 8: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4-4) 9: Doors shall swing in direction of egress travel where serving an occupant load of 60 or more persons or a Group H occupancy. (IFC 1008.1.2) 10: Egress doors shall be readily (*enable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 11: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 12. Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the doe: Cond -10/06 M06 -284 Printed: 11 -08 -2007 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: hltp: / /www.ci.tukwila.wa.us International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 13: Exit hardware and marking shall meet the requirements of the International Fire Code. (1PC Chapter 10) 14: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 nun) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 18: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (182 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (81 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.378 inch (9.8 mm). Signs larger than the minimum established in section 1011.8.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 16: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (ITC 1008.1, 1006.2, 1006.3) 17: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 18: 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) 19: 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- 8.6.8.3.3) 20: 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 80 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 #2080) 21: Chiller units shall comply with International Fire Code Section 606 and International Mechanical Code Chapter 11 requirements for Group Al Refrigerants. 22: Installation of generators with fuel tanks requires a separate flammable /combustible liquid tank installation permit from the Tukwila Fire Department. 23: Battery rooms/battery systms, shall comply with International Fire Code Sections 608 and 609. 24: 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. 25: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator doc: Cond -10/06 M06 -284 Printed: 11 -08 -2007 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 shafts, top of stairwells, etc. (NFPA 72- 5.8.2.1) 26: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 27: 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) 28: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 29: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 30: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 31: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 32: These plans were reviewed by Inspector 611. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 33: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 34: 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. 35: Readily accessible access to roof mounted equipment is required. 36: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type M, W, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 37: 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. 38: Manufacturers installation instructions shall be available on the job site at the time of inspection. 39: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206431 -3670). 40: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 41: 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 M06.284 Printed: 11 -08 -2007 Signature: • Print Name. � 1 .• h � s t " t A Tt VU 2 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 ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Date: it/O g o 9 doe: Cond -10/06 M06-284 Printed: 11 -08 -2007 Parcel No.: 3523049120 Address: Suite No: Tenant: 1: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 6101 180 ST TUKW 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: hap.• / /www.ci.tukwila.wa. us QWEST COMMUNICATIONS PERMIT CONDITIONS rior Permit Number: Status: Applied Date: Issue Date: M06 -284 ISSUED 12/20/2006 03/14/2007 2: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 3: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (WC 908.3) (NFPA 10, 3 -2.1) 4: 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)(Generator, Battery Systems, Refrigerant areas.) 5: 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 nun). (IFC 906,7 and 1FC 906.9) 6: 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) 7: 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 908.8) 8: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished of the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4-4) 9: Doors shall swing in d of egress travel where serving an occupant load of 50 or more persons or a Group H occupancy. (WC 1008.1.2) 10: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 11: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 12. Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the M08 -284 Printed: 08-27 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206431 -3665 Web site: http: / /www.ci.tukwila.wa.us International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 13: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 14: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 15: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT' shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.6 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 16: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 17: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 18: 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) 19: 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. (NEPA 13- 8.6.5.3.3) 20: 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 80 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) 21: Chiller units shall comply with International Fire Code Section 606 and International Mechanical Code Chapter 11 requirements for Group Al Refrigerants. 22: Installation of generators with fuel tanks requires a separate flammable /combustible liquid tank installation permit from the Tukwila Fire Department. 23: Battery rooms/battery systms, shall comply with International Fire Code Sections 608 and 609. 24: 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. 26: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator doc: Cond -10/06 M06 -284 Printed: 08 -27 -2007 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. Sot shafts, top of stairwells, etc. (NFPA 72- 5.5.2.1) 26: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 27: 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) 28: An electrical permit from the City of Tukwila Building Department Permit Center (2064313670) is required for this project. 29: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 30: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 31: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 32: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 33: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 34: 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. 35: Readily accessible access to roof mounted equipment is required. 36: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 28 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 37: 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. 38: Manufacturers installation instructions shall be available on the job site at the time of inspection. 39: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 40: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 41: 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 M06 -284 Printed: 08 -27 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206431 -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 ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the perfo : f work. Signature: Print Name: t Jo Date: doc: Cond -10/06 M06 -284 Printed: 08 -27 -2007 Parcel No.: 3523049120 Address: Suite No: Tenant: 1: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond - 10/06 6101 S 180 ST TUKW City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us ()WEST COMMUNICATIONS PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: M06 -284 ISSUED 12/20/2006 03/14/2007 2: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 3: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,600 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 78' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 4: 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)(Generator, Battery Systems, Refrigerant areas.) 5: 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) 8: 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) 7: 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) 8: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4-4) 9: Doors shall swing in direction of egress travel where serving an occupant load of 80 or more persons or a Group H occupancy. (IFC 1008.1.2) 10: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 11: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 12: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the M06-284 Printed: 03 -14 -2007 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 International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 13: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 14: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 15: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT' shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.8 mm). Signs larger than the minimum established in section 1011.8.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "an- shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 16: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 17: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 18: 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) 19: 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) 20: 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 80 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) 21: Chiller units shall comply with International Fire Code Section 606 and International Mechanical Code Chapter 11 requirements for Group Al Refrigerants. 22: Installation of generators with fuel tanks requires a separate flammable /combustible liquid tank installation permit from the Tukwila Fire Department. 23: Battery rooms/battery systms, shall comply with International Fire Code Sections 608 and 609. 24: 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. 28: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator doc: Cond -10/06 M06.284 Printed: 03-14-2007 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 shafts, top of stairwells, etc. (NFPA 72- 5.5.2.1) 26: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 27: 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) 28: An electrical permit from the Washington State Department of Labor and Industries is required for this project. 29: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 30: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2081) 31: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 32: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)578 -4407. 33: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 34: 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. 35: Readily accessible access to roof mounted equipment is required. 36: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 37: 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. 38: Manufacturers installation instructions shall be available on the job site at the time of inspection. 39: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248 - 6630). 40: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 41: 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 M06 -284 Printed: 03-14-2007 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 ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. doc: Cond - 10/06 Signature. er Print Name: 7 04- 71.1 i re el Date: 3 - f3 - 07 M06 -284 Printed: 03 -14 -2007 Site Address: 6/ —c M /90th £74' e- Tenant Name: 4:14.0 -t9 4 . • trtun ieal)onS Property Owners Name: c ,t es+ a n n u St l Cn �i „1 . Mailing Address: /O/ So v 1 A / to4A S3ee L 1 OCUITECT OF RE CORD At( - plans mils Company Name: Mailing Address: Contact Person: E-Mail Address: Company Name. Mailing Address: CITY OF TUKWILA Community Developmenpartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hap://www.cttukwila.waus 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 • c_4 /Ir41?104 G o..rIMV , t 1 ca ,ortJ 6830 Laure r /2eQ be tvet staritped by Arc" //6 Se$44 Sire.** sIV /3 or le M pedere ale /1 CO 1 King Co Assessor's Tax No.: 35.930 Suite Number: Floor: New Tenant: 0 •... Yes P'..No f0 A-1.0: lit Cary NTACT PERSON, =who do :we permit lareadytobeist Name: Tit r e.i / `'f i / /i'r en 1 1 Day Telephone: 6'/y SSY-a 9c7 1 Mailing Address: C/o / Sov - 14 /9-2,44 S`rrie e+ — klo t coil 9 8/9g City State Zip / t '/ ' E -Mail Address: � r »+ • a+ � ��t ran e cc G � ; TF . Goa+ Fax Number: 6/- S8V GENERAL as Piping (pg Z'O NTRACTOR INI•`ORMATIO �(Conlractor Tnformatlantor'iecbaoical,(p¢4) for Pluinbiiigsnd G 5 state Company Name: TED 0Q1 'rot 84 Mailing Address: City Contact Person: Day Telephone: E-Mail Address: Fax Number: Contractor Registration Number. Expiration Date: octet' R ;ENasMER OF :RECORD =AU plans thug be wet stain e&by Engineer of Reedi state 98 /88 Tip Zip frlovn't Vernon Lii)9 98.9 3 City state Zip Day Telephone: 346- *4 9-03 99 Fax Number ol cc. el7q aAsVI z w I3 LLC GA) toi, ON V3a City State Zip / 'd ra / 'I,' , Pt � Day Telephone:. 6/'%- aos- a) 27 e. Cf P rk q j t�r L' en Iit+t Te�. is of Fax Number: 6/�it - 138 y- 08 Y6 Contact Person: E-Mail Address: QMppticatimuwomu- Applictwn On 5\,-2016 -Permit Application doe Revised: 9-2006 Page 1 ot6 Si m fi" s� :a � 5� ,. •� _�{�nddSl diti on` >� 4 a, " .� t ° -�. u?r _ = r+�g�" . �.; �, a .�. � { 91;700 19,33o 11-2—spy„ A krrc l �,[j tCovemdD 7r nit e D � y} �l,t��kbnsx��,�tv��r atwr.c� Valuation of Project (contractor's bid pri r- .- •'' :' ( Existing ding Valuation: $ ?� Scope of Work (please provide detailed information): Re n O iea 1 e n aT e X P.r 0 1 d a / [ cL Pile be @ akele � 71- 1' -/ (a�' J � Id nl et� 1 e CC i[p .L n ✓{>`� S�J ewrS i.rc v tn Q COL er G � a nem.) entra e'S J Will there be new rack storage? ❑ - -.. Yes .. No If yes, a separate permit and plan submittal will be required. PLANNING DIVISION: 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. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes g No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: y a Sprinklers AN Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 'e' 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 Dios r) ac/ tC t .'�7 tpr ;(J�n S ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:Uppliratioom\Form.- Applica iom On Lineu -2006 -Permit Applimtion.dee Revised: 9-2006 ee Page 2 of 6 Unit Type.. > Qty.t Unit Type: = Qry:< !Unit Type: _ : = ' : BolierrConipressor . Fumace<10OK BTU Air Handling Unit >10,000 CFM Fire Damper 0-3 HP /100,000 BTU Fumace>I00K Evaporator Cooler Diffuser 3 -1S HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /I,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30-50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind `MECHANICM l: T-=INEQRIVIATION - 206- 4314670 MECHANICAL CONTRACTOR INFORMATION Company Name: raa . tM L kr $li;( Mailing Address: city State Zip Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: Contact Person: E -Mail Address: Valuation of Mechanical work (contractor's bid price): $ 1 (- 'U DO0 Scope of Work (please provide detailed information): 4..' Trtc # New c ; /fir r P/a .'f; Use: Residential: New ....0 Replacement .... Commercial: New ....0 Replacement ....0 Fuel Type: Electric 0 Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: Q: Upplieatiors\Fomu- Applintiom CM Limy - 2006 - Pernik Applintiov.doc Reviled: 9-2006 WI Page 4 of 6 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila ❑...Water Availability Prov Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ ...Total Cut cubic yards ❑...Total Fill cubic yards FINANCE INFORMATION Fire Line Size at Property L' e ❑ ...Water Monthly Service Billin_ o: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Ylesse ref uitetiu #1 Satfees antl estfmate•sheet .. ..Sewer ❑...Water District 4125 Septic System: ❑ On -site Septic System — For on -site septic Submitted with Application (mark boxes which a ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easeme Proposed Activities (mark boxes that apply): ❑ ...Right Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way _ Non Right-of-way _ ❑...Sanitary Side Sewer ❑.. Abandon ' eptic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb ❑ ...Frontage Improvements ❑ .. Pay ' ent Cut ❑ ...Traffic Control ❑ .. Lo- . ed Five Line ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water QMppliatioosWromn- Applications On Linea .2006 - Pane Appliatioa.doe Revised: 9 -2006 bh Call before you Dig: 1- 800 - 424-5555 ❑ .. Highline alVue ❑ . Renton a Availability Provided ❑...Permanent Water Meter Size... WO # ❑...Temporary Water Meter Size .. WO# .. .Water Only Meter Size WO ❑...Sewer Main Extension P .lic Private ❑...Water Main Extension ublic _ Private provide 2 copies of a current septic design ap ❑ .. Geotechnical R it ❑ .. Maintenance . greement(s) .. Work ❑ .. Storm Number of Public Fire Hydrant(s) ❑...Sewage Treatment Flood Zone nage City ry ❑ .,.Renton ❑...Seattle f - way Use - Profit for less than 72 hours -of-way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Me Size ed by King County Health Department. ❑...Traffic Impact Analysis 0... Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) Day Telephone: State Zip Day Telephone: State Zip Page 3 of 6 APPLICATION N©Tt Applicable td a1T permits in this * Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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 THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature Print Name: T? 4. / //i ren Day Telephone: 679 Ss qa l Mailing Address: 6/O / S pu797 /801A Stee f • 717 kaw it At [ J 98498 I Date Application Accepted: i _ f Date Application Expires: IZ �� Staff � � — C 4�"f L 6 1 1 / Q1 AppliotiauWam,-Appliutiom On Line\ -2006 • Permit Applirnion.doe Revised; 9 -2006 bit Date: /a'ab - OC City State Zip Page 6 of 6 i F.4 a Typ eF ,t =; :_. Qty _FiaitureType ,. .; t t;Qty I uie a .,'. ' Tye. . QtY 'Fixture a P. `�` e , ,, Bathtub or combination bath/shower Drinking fountain or wate cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head .: r rinals Dishwasher, domestic, with independent drain Lavatory . ` er Closet Building sewer or trailer park sewer Rain water syst . per drain (inside bu . ing) Water ater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or al . ion of water piping and/. water treating equipmen Repair or : tion of drainage o ent piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number. Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping wor (contractor's bid price): $ Scope of Work (please provta information): Building Use (per Int'l Building Code)? Occupancy (per Int'l Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas pipinggutlets being ins led and the quantity below: QMppliatioiu nne- Applientiau Oa t.ineV -2006 - Permit Applintion.doc Reviled: 9-2006 bh Sewer: Page 5 of 6 Parcel No.: 3523049120 Address: 6101 S 180 ST TUKW Suite No: Applicant: WEST COMMUNICATIONS Receipt No.: R07 -00365 ACCOUNT ITEM LIST: Description MECHANICAL - 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 Initials: JEM Payment Date: 03/14/2007 02 :01 PM User ID: 1165 Balance: S0.00 Payee: COMMUNICATIONS ENGINEERING CONSULTANTS, LLC TRANSACTION LIST: Type Method Description Amount Payment Check 5817 3,480.40 Account Code Current Pmts 000/322.100 3,480.40 Total: $3,480.40 Permit Number: M06 -284 Status: APPROVED Applied Date: 12/20/2006 Issue Date: Payment Amount: $3,480.40 5777 03/14 9716 TOTAL 348040 doc: Receiot -06 Printed: 03 -14 -2007 Receipt No.: R06 -02021 ACCOUNT ITEM LIST: Description 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.: 3523049120 Permit Number: M06 -284 Address: 6101 5 180 ST TURIN Status: PENDING Suite No: Applied Date: 12/20/2006 Applicant: QWEST COMMUNICATIONS Issue Date: Initials: ALE Payment Date: 12/27/2006 01:03 PM User ID: ADMIN Balance: $3,480.40 Payee: COMMUNICATIONS ENGINEERING CONSULTANTS LLC TRANSACTION LIST: Type Method Description Amount Payment Check 5674 862.60 Account Code Current Pmts 000/345.830 862.60 Total: $862.60 Payment Amount: $862.60 doc: Receiot -06 Printed: 12 -27 -2006 Pro At: . ae .. — (0141/4-0.1 r j C 09. rr r . - -7 of Ine ipction: . _Type I irea / Mr-hvotor Address: 6 Jo / Cri /9'7 IC Date Called: Special Instructions: Date Wanted : / ct — V C 7 a.m. err / 0/ O2 70/ /V _---.) L er: R e uest Phone No: 4/2_3 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per apPlicableades. 0 COMMENTS: , ilx -;y7 PERMIT NO. 1 (206)43 1-3670 Corrections required prior to apprOval. Inspectors 4.444 I `Date: 1 Ei $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. r eceipt No.: IDate: Project: Q W ESr (o-'. Type of Inspection: . Sho1L.S DSy�caot Addr ss ‘0101 S ISO sit Date Called: qv,. 1 Special Instructions: Date Wanted: l l 2-1 (al �a���1 tp `") Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION x- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • (206)431 -3 Approved per applicable codes. COMMENTS: StaW2. tES 1� S Sbi i or{ QC- 1 � FskticU Inspector e `Date: k i 0 $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: (Date: * INSPECTION RECORD Retain a copy with permit Mao -ts1-1 PERMIT NO. El Corrections required prior to approval. ct: _ _ 1 Project: W� / / /FIMfrnapt/<-rtes; ( � / Type Inspecsion, F Ot45 /G U'-er N/ee / Address: (40 i Date Called: Special Instructions: . s 3 N^ " ,, N' 4' ` b/ ` /36‘ - 0 / ' Date Wanted: // za - (fl rte_ p.m. Requester: Phone No: It — 925 —74 /5 1 2 e INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit .r:.. . - � i y ± -r _g.. M ai a. ... y.•+-. ,_4 r,r^.-.ffi ^^... ,V6 -2W - / PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �:g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 0 Corrections required prior to approval. COMMENTS: Inspector Date: /` a -2' $58.00 REIN CTION FEE REQUIRED. Prior o inspection. fee must be paid at 630 Southcenter Blvd.. Suite 100. Cal the schedule reinspection. Receipt No.: (Date: Pr . ct: Type of lospection: / /� Kf ( Gc 3 ` ( O»9'nc ,-Q Adress: i Date Called: / —5 /80 Cr Special instructions: Date Wanted: l /0 /3 //en Requester: Phone No: .206-4/23 - 3VY 7 L to INSPECTION RECORD Retain a copy with permit I m a 6 -Z9i y PERMIT N . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. Approved per applicable codes. ja.orrections required prior to approval. COMMENTS: f ( cn1 f i S h r i /)4 4.141 1 / / ' _� specto L(i1 „16C/ lit / 00 REINSPECTION FEE REQU D. Prior o inspection, fee must be id at 6300 Southcenter Blvd., de 100. Call the schedule reinspection. Receipt No.: (Date: COMMENTS: Sprinklers: r' % .., i f� (`i �N. %C✓ --f'' %'t G {4 a , . e rc iN ', FL " ( ' / /+;,���,�,'A'�'. Contact,Person 41R.s -- Special - Instructions: Permits: Phone No.: Occupancy Type: Project: Pi t C Sprinklers: r' Type - of Inspection , :� �`.u.;` vim. Ai Address: Addn�s: 5 4 Suite #: rt. /+;,���,�,'A'�'. Contact,Person 41R.s -- Special - Instructions: Permits: Phone No.: Occupancy Type: Needs Shift Inspection: Sprinklers: r' Fire Alarm: Y Hood & Duct: Monitor: W r} 11/2140-, Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECO Retain a copy with permit CITY OP IUKWILA FIRE DEPARTMENT . PERMIT NUMBERS 444 Andover Park l=ast, Tukwila 98188 206- 575 -4407 a pproved per applicable codes. Word/Inspection Record Form.Doc 1/13/06 C corrections required Prior to approval. Date: /(93 74') ] Hrs.: 9 ;'f n $80.00 REINSPECTION. FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Structural Calculations FOR Par cons Qwest — Tukwila pem:'t Mechanical Upgrades 6101 S. 1st St. Tukwila, wit 98188 I EXPIRES: 7/6/2008 I CG Engineering Project No. 06181.10 December 18, 2006 _ f C 0 ENGINEERING 250 4 Avenue S, Suite 200 Edmonds, WA 98020 (425) 778-8500 i'h B(0 REVIEWED FOR CODE COMPLIANCE etnnnn\/FO FEB - 6 2007 ity 'fu wile BUILDINO DIVISION .2 � 1k nut DEC 2 71006 p Qwest Tukwila — Mech. Upgrades 6101 S. 180 St. Tukwila, WA 98188 GENERAL INDEX SECTION TITLE / DESCRIPTION SECTION NO. MECH. PLATFORM 1 CHILLER SLAB 2 STRONGBACKS 3 CMU WALLS 4 CABLE CONDUIT FRAMING 5 FOUNDATION 6 Project Location Street Address: 6101 S. 180TH ST., TUKWILA,WA 98188 ::40.400;!:47.44.111 ._ L ongitud i 122.256' W Roof DL Roof LL Mechanical Units Cable + Conduit Soil Data Protect Description Mechanical and electrical equipment is to be installed at the Qwest communication building located at the above address. The structural steel support systems have been designed to act indenpent of the existing structure. The chiller towers will be supported by a steel platform above roof level which stacks down to a steel frame below. New footings are to be sawcut into the slab-on-grade as required. An 8'4" x10'-0" opening is to be cut into the south conrete tilt -up wall panel for maintenance of the chillers, which requires steel strongbacks for lateral resistance. New mechanical and electrical units are to be installed In the UPS room per plan. The cable and conduit is to be supported on a steel frame system. The conduit and cable are designed by others to span the distances shown on plan. The cable and conduit connections are also the responsibility of others, but are to be reviewed by CQ Engineering prior to construction. Scope of Work Perform the gravity and lateral design for support of the various mechanical and electrical equipment in conformance with the 2003 International Building Code. The connection of the cable and conduit to the UPS room framing is to be designed by others. Basis of Design 2003 IBC and Referenced Standards Gravity Design Loads 13 PSF 25 PSF (Snow) 20 KIPS/EA. 855 PLF Solt Report: GeoEngineers File No. 0171-030 -R02 Dated: 9/08/93, and supplemental letter Dated: 02/16/00 Allowable Bearing: 4000 PSF Seismic Loading (Refer to Lateral Summary) C e 0 ENGINEERING 250 M At+.South 9Ue 20D Edmond. WA 08020 Desorption Project Summary Project awest Tukwila By acciced CB scale NTS Job No. 06181.10 Dale 12/18/2006 Deb Sheet No. Seismic Design Occupancy Category Seismic Use Group Seismic Importance Factor Site Class 0.2s Spectral Response 1.0s Spectral Response Site Coefficient (short period) Site Coefficient (1.0 second) SMS =Fa SM1 =FtS1 SDS= 2/3 "SMs SD1= V3 * SMs Type II S.U.G. I 1 1.00 S.C.= E S 1.3951 S 0.477 F 0.90 F,= 2.40 S 1.2556 S 1.1441 SDa= 0.837 SDI= 0.763 Seismic Design Category SDC= E Seismic Design Comments 2003 IBC Table 1604.5 Section 1616.2 Table 1604.5 Section 1615.1.1 ASCE 7-02 Table 1 -1 Table 9.1.3 Table 9.1.4 Section 9.4.1.2 Figure 1615(1) Figure 9.4.1.1(a) Figure 1615(2) Figure 9.4.1.1(b) (Source: Enercalc 5.8 per LatAong.) Table 1615.1.2(1) Table 9.4.1.2.4a Table 1615.1.2(2) Table 9.4.1.2.4b Section 1615.1.2 Section 9.4.1.2.4 Section 1615.1.2 Section 9.4.1.2.4 Section 1615.1.3 Section 9.4.1.2.5 Section 1615.1.3 Section 9.4.1.2.5 Section 1616.3 Section 9.4.2.1 The new equipment weights are large enough to require structural systems that act independently of the existing building. The seismic load was calculated independently for each structural system type. See calculations to follow. c e 0 ENGINEERING 250 4th Ave. South Su0s 200 Edmonds, WA 09020 Description Lateral Summary hoject Qwest Tukwila By CB Checked Jo Scale NTS Job No. 06181.10 Date 12118!2006 Dete Sheet No. 111LC1pulalcu rivusu11 suu %JIUWlu 1V1u11IIi lul LI1G l..VUlcI11L11V LLJ YO 014LC.7 Uy Lautuuctiaunb'ltuuc, ... rage i ui i MUST; Earthquake Hazards Program LOCATION 47 44070 Lat. - 122.25647 Long. The interpolated Probabilistic ground motion values, in %g, at the requested point are: 10%PE in 50 yr 2%PE in SO yr PGA 32.60 61.72 0.2 sec SA 71.78 39.51 1.0 sec SA 23.61 7. Analysis Options page Ground Motion page http: / /egdesign .cr.usgs.gov /cgi- bin/find -11- 2002 - interp.cgi 10/9/2006 • 1iD61,' 22 e i 7ik1P - 77 , 1 •. 13 16 11y -,-- 5.t5/ o ` , 9 / - (ms ISMvs _� c ; - i - ' 4aht6 • Api 1= 1.:82" / v5,6,'z - ' _ J. 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Right Cant Lu : Unbraced Length Distributed Loads Notel Short Term Loads Are WIND Loads. DL LL ST Start Location End Location [point Loads Notel Short Term Loads Are WIND Loads. Dead Load Live Load Short Term Location Summary I Shear N : Shear Stress fv / Fv Max M + Max. M - Max. M a Left Max M © Right Qwest Tukwila Platform Beam 1 # 1 0.100 0.250 29.500 # 1 10.000 5.000 29.50 ft 0.00 ft 0.00 ft 7.50 ft #2 #2 10.000 23.500 Using: W18X57 section, Span = 29.506, Fy = 50.0ksi End Fixity = Pinned- Pinned, Lu = 7.50ft, LDF = 1.000 Actual Moment - 99.422 k -ft ib : Bending Stress 12.940 ksi fb /Fb 0.431:1 18.343 k 2.313 ksi 0.116 : 1 Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together #3 #3 99.42 k -ft 72.45 99.42 # 4 #4 Allowable 230.500 k -ft 30.000 ksi 141.298 k 20.000 ksi Title : Dsgnr. Description : Scope: Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 50.00ksi 1.00 29,000.0 ksi #5 #5 Fy Load Duration Factor Elastic Modulus #6 # 6 #7 Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Defl Length/(DL+LL Deft) Job # Date: 3:18PM, 12 DEC 08 #7 k k k ft Force & Stress Summary I CC- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Maximum Only a Center Center Cants tit Cants k -ft k -ft k -ft k -ft Shear ( Left 16.34 k 12.88 18.34 - - -- - - - -- k Shear 0 Right 15.87 k 11.98 15.87 k Center Defl. -0.764 in -0.570 -0.764 -0.784 0.000 0.000 in Left Cant Deft 0.000in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl © 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction c Left 18.34 12.88 16.34 18.34 k Reaction a Rt 15.87 11.98 15.87 15.87 k Fa calc'd per Eq. E2 -2, KlJr> Cc I Beam, Maier Axis, (102,000* Cb 1 Fyy c LIrT a (510,000 • Cb I Fy)•.5 , Fb per Eq. F1.6 I Beam, Maier Axis, Fb per Eq. F1-8, Fb = 12.000 Cb Af l (I' d) k/ft k/ft k/ft ft ft -0.784 in 821.3:1 463.8 : 1 1 20 [Th Rev: 580008 User. KW-01305155, Ver 5.8.0, 1-Dec-2003 (e)1983-2003 ENERCALC Engineering Software Steel Beam Design Page 2 lateral calculations.ecw.Calmea0ons Description Qwest Tukwila Platform Beam 1 Section Properties W16X57 Depth Web Thick Width Flange Thick Area Rt Values for LRFD Design.... .1 Cw Rena • 1t343k vmao1sa.Ie.343k 16.430 in 0.430 in 7.120 in 0.715 in 16.80 in2 1.880 in 2.220 in4 Zx Zy K 2860.00 in6 Weight hoc lyy Sxx Syy R -xx R -yy f• Ta .4544„11 1 ,� j + ji 1 1 0 S E. I Tide: Dsgnr. Description : Scope: 57.06 *Mt 758.000 in4 43.100 in4 92.200 in3 12.100 in3 8.720 in 1.600 in 105.000 in3 18.900 in3 1.120 in Sketch & Diagram Bsudiug Na s.Ihfc fee c MJI on Nna.99Ak -1 11S0 06•6•416414% 0.9 are .. 3.n Rims men ea VmaOe•1e.l 410 1 -11.11 -M52 eee16 heal 51 977 1t 7a. Oro nm. - 2051 ' - 2350 . m De Location fft1 Job# Date: 3:18PM, 12 DEC 06 295 ea M >1 1.23 1150 551 2051 2358 ]11 . ! Lmllcn (81 Lactlbn fin 1 21 1 A r 9: P. , ■ 05 1 ' ¢9q P992 Ii 4 .1r 4573 MAO use ]1151 2316 54 [Th Rev: 580008 User. KW-01305155, Ver 5.8.0, 1-Dec-2003 (e)1983-2003 ENERCALC Engineering Software Steel Beam Design Page 2 lateral calculations.ecw.Calmea0ons Description Qwest Tukwila Platform Beam 1 Section Properties W16X57 Depth Web Thick Width Flange Thick Area Rt Values for LRFD Design.... .1 Cw Rena • 1t343k vmao1sa.Ie.343k 16.430 in 0.430 in 7.120 in 0.715 in 16.80 in2 1.880 in 2.220 in4 Zx Zy K 2860.00 in6 Weight hoc lyy Sxx Syy R -xx R -yy f• Ta .4544„11 1 ,� j + ji 1 1 0 S E. I Tide: Dsgnr. Description : Scope: 57.06 *Mt 758.000 in4 43.100 in4 92.200 in3 12.100 in3 8.720 in 1.600 in 105.000 in3 18.900 in3 1.120 in Sketch & Diagram Bsudiug Na s.Ihfc fee c MJI on Nna.99Ak -1 11S0 06•6•416414% 0.9 are .. 3.n Rims men ea VmaOe•1e.l 410 1 -11.11 -M52 eee16 heal 51 977 1t 7a. Oro nm. - 2051 ' - 2350 . m De Location fft1 Job# Date: 3:18PM, 12 DEC 06 295 ea M >1 1.23 1150 551 2051 2358 ]11 . ! Lmllcn (81 Lactlbn fin 1 21 1 CktcK,Co Etna tiI ; C4pM tr - 35 4'Inns Pz 4 -5Sr �tso • WT , ' P,,, , x = 3 "15 ki pSt t USE , iz) Cp , 5 `P IT.,B S . r �C i j I 7 777 77 77 77777777,777-747-4 c7.77-74-7-774...., i . 44 , F I1 � 1 ; I . . _ �._ _.i__ i - t I �_I-. � 1 i i 1 1 ! ! j I , : i i 177-74+777,77-7717 t 7 7777. 1 I i ! I i 7 4 - 1 7 ! e ENGINEERING 250 4thAve. South Suite 200 Edmonds, WA98020 • Description Project By Checked Scale Job No. Date Date Sheet No. 1 2? f € D• 3�,s1 Ur - _ o f 2 -/ 6 Sos; -- - -- _ 1.',S H . ( -4ISCE t; , 3 z,- 1vnc. �t_insi A ti@i ;iZS) - - 6 ' 9 ■ 4 _ , . • ; • I $ I I i I 1 i t P -, yak t ; ods , ft ) -1� `B klrs rt , C C ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description l* FA/ UN &A Project (?WrsT TuKWIL,f F = 7 Zkifs I _ 5'73 PSF G< , A,Whin1E 13 G. p/10cK , r lb niveyeil c-tcU oNs- Grin& #22 la n,c,_54 kin, Mw i. i 0 0010.8.11!- d,11 1'Az3 /-7- ' , 1 MEN Pr& : towsF _ (M3 Sty.,- ,, 9,M3 MAST Pt'ocr ' I -Mw -FAST , Iso,urroRS • : ! T By 1. Checked Scale Job No. A/73 oblb/ (0 Date !/ /u I Date _ Sheet No , 2 M. Rev: 580001 User KW-0805155, Ver 5.8.0, 1- Dec-2003 (c)1983-2003 ENERCALC Engineering Software General Footing Analysis & Design Page 1 lateral ealculations.ecw:Calculatlona Description Chiller Pad Foundation General Information Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Allowable Soil Bearing Short Term Increase Seismic Zone Biaxial Applied Loads Live & Short Term Combined fc Fy Concrete Weight Overburden Weight 2,000.0 psf 1.333 3 2,500.0 psi 80,000.0 psi 150.00 pcf 0.00 psf Title : Dsgnr. Description : Scope: Dimensions... Width along X -X Axis Length along V -Y Axis Footing Thickness Col Dim. Along X -X Axis Col Dim. Along Y -Y Axis Base Pedestal Height Min Steel % Rebar Center To Edge Distance Job # Date: 2:39PM, 21 NOV 06 8.000 ft 16.000 ft 8.00 in 84.00 in 144.00 in 0.000 in 0.0014 4.00 in [Loads Applied Vertical Load... Dead Load Live Load Short Term Load Applied Moments... Dead Load Live Load Shod Term Applied Shears... Dead Load Live Load Short Term Summary 8.00ft x 16.00ft Footing, 8.00ft x 16.00ft Footing, Max Soil Pressure Allowable "X' Ecc, of Resultant "Y' Ecc, of Resultant X -X Min. Stability Ratio Y -Y Min. Stability Ratio 30.000 k k k Creates Rotation about Y -Y Axis (pressures a left & right) k -ft k -ft 36.000 k -ft Creates Rotation about Y -Y Axis (pressures a left & tight) k k 7.200 k 8.0in Thick, w/ Column Suppo DL +LL PL +LL +ST 334.4 573.4 psf 2,000.0 2,666.0 psf 0.000 in 11.439 in 0.000 in 0.000 in No Overtuming 1.500 :1 4.198 ...ecc along X -X Axis 0.000 in ...sec along Y -Y Axis 0.000 in Shear Stresses.... 1 -Way 2 -Way Creates Rotation about X -X Axis (pressures a top & bot) k -ft k -ft k -ft Creates Rotation about X -X Axis (pressures a top & bot) k k k 8.0in Thick, w/ Column Support 84.00 x 144.00in x 0.0in high Max Mu Required Steel Area Shear Forces ACI C -1 ACT C -Z ACI C-3 Vn • Phi Two-Way Shear 4.78 psi 8.04 psi 3.88 psi 112.71 psi One -Way Shears... Vu a Left 1.37 psi 2.70 psi 1.74 psi 85.00 psi Vu a Right 1.37 psi 0.04 psi 0.03 psi 85.00 psi Vu a Top 10.00 psi 10.00 psi 8.43 psi 85.00 psi Vu a Bottom 10.00 psi 10.00 psi 8.43 psi 85.00 psi Moments ACI C-1 ACI C-Z ACI C-3 )2u / Phi Mu a Left 0.04 k -ft -0.00 k -ft -0.00 k -ft 2.8 psi Mu a Right 0.04 k -ft 0.08 k -ft 0.05 k -ft 5.6 psi Mu Q Top 0.65 k -ft 0.65 k -ft 0.42 k -ft 45.4 psi Mu a Bottom 0.65 k -ft 0.85 k -ft 0.42 k -ft 45.4 psi Footing Design OK Actual Allowable 0.654 k -ft per ft Vu 10.000 6.038 0.173 in2 per ft Vn Phi 85.000 psi 112.712 psi Footing Design As Reo'd 0.17 in2 0.17 in2 0.17 in2 0.17 in2 per ft per ft per ft per ft 2 0? f- TK 1 V Kd • fl E TO DO 1. NOibiYhbtly(lOg DRAWING meow A_ itlet Porch Engineer NOAhr/ klWa1d *Fak Im Pb - ntraclor Contract/ : 15114000t Tor CaASTP abil N/A - TAb—eztitie 6501G� NQZZLE LEelaP EOPORATat NET Y s PAPe IP PIA Pale PHI EV/FORMA °Air Y i PAPS V PH Paley OAP) OAOQPdt NET V 1 PAM N PIA nIP PAP) COMM amb'( 'p' *PAIN IP PIA vl.l.ul la brand Nozzles (per /M / N.WA can Dar- or -pcUM6 (,ATflAL. Ai;SiS of erisr coat. -T/Lr -uP wk.'s mitt Ngm) ePiaotNEpS t. SIP ilre u =t4rsP so joG .24 rse. = 0 A TE SI,sWWaU_ _ 0.4 (1.0 6.83456 Preril = 35. PSF > c = b.' at kd4. - = to. 6 RsF> 571 u4 VAS A - . F• rata.: _ ( %- 6 r 5 F)(5s ' ) = 1t6 RI CEO ., flytt,C (35--4 ?SF) ( Z I — .. I1Z Les (e&) - -__ P = t.2 p, , aa-P = (3q +is)uss ra = 1.aI s = I %1-(tso/tF*5.5'n +; 1= 1 ;532- L- 55....I>).. u STAst n; 790 S w ,61.5F)(3' DI Pa' et+ (W4P5F c)(6%) "Z = 224s as ( ea) Pttt = 014 13) Lvs (O 4 s) Pu = 1 - = 1.2- 16'*F• 3r 'oK 8. 5 %4 = n, Ls (t) e ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA98020 Description 577 4 &fcK ,btS / 64V Project (Aar T e ac..4 By f?Tn Checked Scale Job No. 061%1 4 Date fit Date Sheet No. 3 0 S - r44rc V+tt!. ptcb$ Es= 2`00K E� = 5oa0,1 f = 3 122 ks■ h - E / = S772oN4 3.40k A (5. 92aious PAbE toe (.QAO),(Ji eALLS' -- 'Atka. } = Mt,4 t Pubta _ 131 (act Egia. ;4 -0 WHa&E z . tou_tc + t e + R„' Ac qua = 32.14 % 2 3 , t - 5 P, k CJ(o.75- 4Th Ec_J = 0, 461 Asa Pu_+AS . _( o. C2k ±ItSS) l ' -- 1 .5 ,0 - 60 ksl Z 3 — I etc = Yl l (d —c� +b3 , 190.85„ = Asa; — (F3 ui)(46 PI O 0 -S" 0 .85(3 wci ) Ls* c — yfi, _ 0.515200 = o. 442' C Vcae7E Mazur 64We,-rY : giA — 0 q cASe.Cta(- ° ; 6 4 7 fria= rq k -' Cro7eC) EXCESS nom our = ULT. KoMENT — COAX. WAIL N/ iem eAP. 42t f ( C!% of 71DT,N— Mgfrte T) CI&s lass 5eCratJ To R -LS/Sr Etc-a kinE.Ur : M,A . 42. t , 12.310 3 9 X,esh, Qbl' ..... (44ks e —.— ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA98020 Descri 7r IYooe) L D25)6.1.) Project o wels - r 72&ra4.4 By 11r7'l Checked Scale Job No. n/.1° Date 1 I / b Date Sheet No. 3 0: S T l o u 4 Tvel< beel6N our'b .. 5r oAJ esiCk A A. = N P, = Ai tee . k �7 R "-�- 33,5 1 - _:.1._ -_5, tA: (o.75*gg T = 0.311-9 ._.: ASe c Put A s 4 s (O ostIkt /l +?5k)4-(0.67-,mnt401-3 o. 817- 1 a2 5 4oas T« ° n Ase (d -ct ± 6� /02.o 6 i n1 a = A s _ _. to..812%0 1tecnts = 0:531 0 .8541_6 - 0 . 85 (3ks1o(3!! .) C = `VA = 06S17 045 = 0.625' M�a tIm7E (Ati :t4 c) ` Mist 14.5 g 1.5k -1 (85% of 7o ham ow k Ce'CT/9AJ 7n ResST L'Ge3s luotle4? r - eycESS /2aMeAJ7 _ ULT. 1eeaau eoNC. 4 &u: nhJtMr CAP. C e ENGINEERING 2504th Ave. South Suite 200 Edmonds, WA 98020 Description Sria0p R_,iek 77es1bA) Project &Oar T *cj1 By fini Checked Scale Job No. 06121.1 Date / 74 I. Date Sheet No. 3 03 6kettc pat-T1 V 5 ST oti F3kck bevel") 4,trT'4 .. . STK0U4 $A c E • 5TH 1 E,7s t7at �? Ra we l@.. eF CoNc Lo% ra > get/emir 2 _. or Straw_ = 1 /E_Is. !avert 57 731‘cu, A (See ry.atoc s pis r62 E I . Prot c coot : R.u-. R = O. " CC STS; IL= o. 44- — 49% < T ° 4.46 Iqo - ' Lac: a. c & = 0 .10 S7za4-'. itt. R = 0.30 ST/w»U /Sick te5 /6, IS AteaturE GI to (wue Ta�e 4I$ lo JI 30_6 G . YrS %` Ar to &&4cIc S pice) / Vic k b ES /4.v A _._ C e ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description F- OweST 7ukutc-a By 1-t"T/'1 Checked Scale Job No. Obl81.10 Date ll1 a fa Date Sheet No. 3 04 %BENTLEY Current Date: 12/11/2006 3:37 PM Units system: English File name: R:12006 Projectst06181.10 West Tukwila'Engineering\RAM Files'Platiorm 2.0.adv Reactions Mz� Direction of positive tomes and moments LOADS TO cMut- Analysis Results Forces llb1 Node FX FY ' MX \c MY Condition DLCDead Load 4 0.31254 5135.22580 0.00231 0.00000 0.00000 0.00000 5 3929.43940 34112.67900 0.10497 0.00000 0.00000 0.00000 6 - 4100.18350 19051.51300 -0.03794 0.00000 0.00000 0.00000 SUM - 170.43181 58299.41800 0.06934 0.00000 0.00000 0.00000 Condition LLINLive Load 4 0.07026 2773.24950 0.00081 0.00000 0.00000 0.00000 5 1143.16400 9174.63870 0.02232 0.00000 0.00000 0.00000 6 - 1175.14690 8431.08020 -0.00663 0.00000 0.00000 0.00000 SUM - 31.91257 18378.96600 0.01631 0.00000 0.00000 0.00000 Condition WL1 =Wind Load 1 4 -0.33978 -0.28559 -0.06282 0.00000 0.00000 0.00000 5 - 4511.27710 - 4124.87310 0.01254 0.00000 0.00000 0.00000 6 -4503.24970 4125.15790 0.05311 0.00000 0.00000 0.00000 SUM - 9014.86850 -0.00073 0.00283 0.00000 0.00000 0.00000 Condition WL2 =Wind Load 2 4 0.00182 0.00361 0.00175 0.00000 - -- 0.00000 -- 0.00000 5 55.58233 50.33454 -0.07586 0.00000 0.00000 0.00000 6 54.41188 - 50.33583 0.06206 0.00000 0.00000 0.00000 SUM 109.99602 0.00252 -0.01205 0.00000 0.00000 0.00000 Condition EQ1 =Earthquake Load 1 4 - 10.48799 -0.16902 -0.03971 0.00000 5 - 2718.11920 - 2481.00020 0.00773 0.00000 8 - 2713.48760 2481.18880 0.03387 0.00000 SUM - 5442.07470 -0.00046 0.00169 0.00000 0.00000 0.00000 Wiz( - 7 Li -(du Pagel Moments IKia'ft1 115 PAZ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 N 3 4 0 Condition EQ2 =Earthquake Load 2 4 -0.00050 0.00441 - 10.30558 0.00000 0.00000 0.00000 5 67.28343 61.18815 - 28.88907 0.00000 0.00000 0.00000 6 66.42928 - 61.19023 - 26.59913 0.00000 0.00000 0.00000 SUM 133.71220 0.00233 -63.59377 0.00000 0.00000 0.00000 Condition LC7 =DL +LL 4 0.38280 7908.47530 0.00292 0.00000 0.00000 0.00000 5 5072.80340 43287.31500 0.12729 0.00000 0.00000 0.00000 6 - 5275.33040 25482.59300 -0.04457 0.00000 0.00000 0.00000 SUM - 202.34418 76678.38400 0.08565 0.00000 0.00000 0.00000 Condition LC2 =DL +WL1 4 -0.02721 5134.94020 -0.06051 0.00000 0.00000 0.00000 5 - 581.83772 29987.80600 0.11751 0.00000 0.00000 0.00000 6 - 8603.43320 23176.67100 0.01517 0.00000 0.00000 0.00000 SUM - 9185.29820 58299.41700 0.07217 0.00000 0.00000 0.00000 Condition LC3=13L +WL2 4 0.31438 5135.22940 0.00405 0.00000 0.00000 0.00000 5 3985.02170 34163.01300 0.02912 0.00000 0.00000 0.00000 6 - 4045.77160 19001.17800 0.02412 0.00000 0.00000 0.00000 SUM - 60.43558 58299.42000 0.05729 0.00000 0.00000 0.00000 Condition LC4a1.12DL +E01 4 - 10.11794 5751.28390 -0.03713 0.00000 0.00000 0.00000 5 1682.85290 35745.20000 0.12530 0.00000 0.00000 0.00000 6 - 7305.89310 23798.86400 -0.00882 0.00000 0.00000 0.00000 SUM - 5632.95810 85295.34700 0.07935 0.00000 0.00000 0.00000 Condition LC5=1.12DL +EC2 4 0.34954 5751.45730 - 10.30298 0.00000 0.00000 0.00000 5 4468.25550 38267.38800 - 26.57151 0.00000 0.00000 0.00000 6 - 4525.77830 21276.50500 - 26.84183 0.00000 0.00000 0.00000 SUM - 57.17120 65295.35000 - 83.51611 0.00000 0.00000 0.00000 Condition LC6= DL+0.75LL+0.75WL1 4 0.11042 7214.94870 -0.04435 0.00000 0.00000 0.00000 5 1403.35480 37900.00100 0.13112 0.00000 0.00000 0.00000 6 - 8358.98090 28968.69200 -0.00308 0.00000 0.00000 0.00000 SUM - 8955.51590 72083.64200 0.08370 0.00000 0.00000 0.00000 Condition LC7aDL+0.75LL+0.75WL2 4 0.36660 7215.16560 0.00408 0.00000 0.00000 0.00000 5 4828.49910 41031.40700 0.06482 0.00000 - 800000 -- - - 0.00000 6 4940.73480 23837.07200 0.00364 0.00000 0.00000 0.00000 SUM - 111.86902 72083.64400 0.07254 0.00000 0.00000 0.00000 Paget 4 02 I 3 I _ i 1 G W1 u + — L - -i - iQ !wALt-'tsEit6Nj-� 44 “.. bpt oF- Piep __ -- I 1 1 ; d V r — Si CiVYtj - 'gyp - - pig .So1�� T o [oGnl)(i004 rp ASF) I, i'. w- ! } I L I TTT . — 1 — 25 5` r-- -1 -- I ; ' I , , r — 1 1 :4 i I al ni.o, s1M ai 1 12.91si' ) r 1 11 ; \I.d I PS, S I T., IL% W• Fr /'FT i i a a + + I 1 8 1 I e I I V w11Y i �t � �!a,$.KF� I - 1 1 047 � Z$`S t - , .'1:40: /Fr I I , 'es s is F 1wh4— ; I i Gd MP�tLS. Ab nvi ] 1 l � • 1 i i / at); elf YIA4IF , � � a ∎ doo fit. I I 1 E : too _�, -' = ' 1800 14.5.= _ ,._ — _ _ * I 1 'St@ AttA4tQ P1�t,1tOUTl_of4 T *S whAs.s- Qut-oK _ t LA4E 241 0.6.'i s aF fwAm- AN'ALYISt5 �-- H e i i I • , -�- .-.... Y._ . ..... -__.L - _.. -..._ __. :_� 1 .. _. Description YJt ASINRY uEtd- IIESt GN By 1G6 Date laba /o6 Checked Date ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA98020 Scale Sheet No. 4 a 5 Project .,.. EST 1VKL W WLR No. ail Slim Rev: 580002 U ser KW-060515S. Ver 5.8.0. 1-Dec-2003 (c)1983 -2003 ENERCALC Engineering Software Masonry Wall Design Page 1 (Nest Calculations.ecw:Calculaticns Description General Information Wall Height Parapet Height Thickness Rebar Size Rebar Spacing Depth to Rebar Uniform Load Dead Load Live Load Load Eccentricity Roof Load Top of Wall DL + LL DL + LL + Wind DL + LL + Seismic Between Base & Top of Wall DL +LL DL + LL + Wind DL + LL + Seismic L Summary 10" Wall Braced Near Ceiling 25.50 ft 3.00 ft 10.0 In 5 24 in 4.750 in OM Center 0.000 #/ft 0.000 #/ft 0.000 In E 1,800,000 psi Rebar Area n: Es/Em 16.111 Radius of Gyration Wall Weight 78.000 psf Moment of Inertia Max Allow Axial Stress = 0.25 fm (1- (h/14Ory2) • Spinsp Allow Masonry Bending Stress = 0.33 fm • Spinsp = Allow Steel Bending Stress = Moment In-# 0.0 1,080.0 1,010.9 0.0 18,971.2 17,757.1 Seismic Factor Calc of Em = fm Duration Factor Wall Wt Mutt Concentric Mal Load Dead Load Live Load Roof Load Axial Load lbs 234.0 234.0 234.0 1,228.5 1,228.5 1,228.5 Max. Bending Compressive Stress Allowable Max. Axial Only Compressive Stress Allowable Max Steel Bending Stress Allowable Tide : Dsgnr: Description : Scope : 0.155 in2 3.098 in 725.810 in4 Steel psi 0.0 0.0 28,165.4 26,362.8 Job # Date: 4:11PM, 12 DEC 06 Code Ref: ACI 530-021 0.2400 fm 2,000.0 psi 900.00 Fs 24,000.0 psi 1.330 Special Inspection 1.000 Grout © Rebar Only Normal Weight Block Equivalent Solid Thickness 6.300 in [Loads 0.000 #/ft 0.0001#ft Design Values 251.20 psi 660.00 psi 24,000.00 psi [Load Combination & Stress Details Summary Bending Stresses Masonry psi 0.0 1,603.4 34.1 1.500.8 32.0 25.50ft high wall with 3.00ft parapet, Normal Block w/ 10.00in wall w/ #5 bars at 24.00ino.c. at center 615.96 OK 877.80 OK 16.25 psi 251.20 OK 28,165.40 psi 31,920.00 OK np k 0.0 599.7 561.3 Wind Load 0.04381 I 0.25542 2 / kJ 8.55884 Axial Compression psi 3.10 3.10 3.10 16.25 16.25 16.25 20.000 psf 0.91486 4 06 Rev: 580002 U ser: KW -0805155, Ver 5.8.0, 1-Dec -2003 (c) 1983 -2003 ENERCALC Engineering Software Masonry Wall Design Page 2 Nest Calaiaeom.erw.CalaiatIons Description 'Final Loads & Moments r Wall Weight moment © Mid Ht Dead Load Moment rj Top of Wall Dead Load Moment © Mid lit 10" Wall Braced Near Ceiling Live Load Moment (4 Top of Wall LiveLoad Moment © Mid Ht Maximum Mow Moment for Applied Mal Load = Maximum Allow Axial Load for Applied Moment = 1,228.50 lbs 0.00 in-# 0.00 in-# 0.00 in-# 0.00 In4 Title : Dsgnr. Description : Scope: Wind Moment © Mid Ht Seismic Moment © Mid lit Total Dead Load Total Live Load 16,165.56 in-# 18,990.49 lbs Job it Date: 4:11PM, 12 DEC 06 18,971.23 in-# 17,757.08 in-# 0.00 lbs 0.00 lbs 4 07 , 'td Ctn., _W0.∎ -L DeSZ.G4 t4 .. j zyd P AME - i_,_ . ; 1 . 1 ‘_: k P S�FEAR ' —� �-- b3 r _N_.- K _ Ev41 L 4 ! l ie f to b tee t tlo SItERe_ I N Aire rHAt E - v� W OlREGt 6 d . L _ . n l s -I l sl ,z,�, !� ' T 1 s >+ , �3 a ) l:3_ $ asr • F � 1 N otE t / ; Q _i i - '19 , /Nd ) 1 . - t ado pit i f s t T - : 1 _ —� 1 _ . t 1.$0okr i i I ___1_, ) I i �E c.b�, 1 - i i tES b, iES .LL S IFIAJ�, CeccES dNLY mxnirmc�rn - - I � Q$itufetctM6 t1 Ra&o i 1 ,T 1 , tv 41.4 AMd COla i Fp_ 1 ,' ; 10. `bSprI{,iP 1= X 0,9 (018bt) (I d) (94 PSF) (14.75e) _. l(O PL'F tAS s t ) t q 1 HSSo Hay __FLMSIL IAA Ow- OTLAIre Ii- I ; , , , , , toi P.„...4 32.1 1 i 1 1 1 I ,, _,��.5 i j. -- y tkotte � -- -- —_ !_. . _j *_ tee jtrtncNeb, Pttwit of I' -O" Ptt.4s !" / tsE4_ar B "o:y ± : - :r ._ 3 — — , ---- : e • e Descrtpooe r►tgSONRY WALL test 64 By JG G Date is /ts /oG Checked Date ENGINEERING 250 4th Ave. South Suite200 Edmonds, WA98020 scale Sheet No. 4 08 Project _ (IJsST "hitwtLA No. 001 g(. ID Rev. 580000 User KW-0105155. Ver 58.0. 1-Dec -2003 _ (c)1983 -2003 ENERCALC Engineering Software Masonry Flush Wall Pilaster /Column Page 1 r12006 proletls108181.10 qwest tukwilaWngin Description Wall Height Thickness Rebar Size Rebar Spacing Rebar Location Seismic Factor Seismic Zone Uniform Loads Dead Load Live Load ...eccentricity ...load Type Wind Load Top of Wall DL + LL Brim. Base & Top of Wall DL +LL +Wind DL + LL + Seismic CMU Pilaster Supporting WF Column General Information Code Ref: ACI 530-02 II Allow Brg. Stress Allow Axial Stress Reduction Factor Mow Masonry Bending Max. Allow Moment w/o Axial Load Max. Axial Load w/o Moment Required Bearing Area 73.08 in2 Summary I 26.000 ft 16 In 6 10.000 In Edge 0.240 Block Type Bearing Plate Width Column Width Column Width used Load Duration Factor 3 Wall Wt Multiplier 0.00 #/ft 0.00 #/ft 0.000 in Roof 0.00 psf 520.00 psi 411.20 psi 0.76 660.00 psi 20,743.12 ft-# 128,459.35 lbs Moment Axial a-# lbs 12,666.66 38,000.0 4,666.66 31,791.7 10,581.66 31,791.7 Max. Bending + Axial Comp. Stress Allowable Max. Axial Only Compressive Stress Allowable Max Steel Bending Stress Allowable Girder + Uniform Dead Loads Girder + Uniform Llve Loads Wall Weight mid - height DL Moments © mid - height LL Moments © mid- height 28,000.00 lbs 10,000.00 lbs 3,791.67 lbs 0.00 ft-# 0.00 ft-# Title : Dsgnr: Description : Scope:- Normal Wt 16.500 in 20.000 in 20.000 in 1.330 1.000 Applied Loads Y Girder Load Dead Load Live Load ...eccentricity ...load Type 'Design Values Reber Area Rebar Depth Wall Weight np I Radius of Gyration Moment of inertia Load Combinations & Stress Details I Steel 14,655.45 5,399.38 12,243.09 Req'd Bearing Length Girder DL Moments Girder LL Moments Masonry Axial Stress 354.08 121.64 130.45 295.79 26.00ft high, 16.00in thick w/ #6 @ 10.00in o.c. at edge, Special Inspection, Solid Grouted 475.71 Psi 660.00 OK 121.64 Psi 411.20 OK 14,655.45 psi 24,000.00 OK Wind Moment © Mid-Ht Seismic Moment © Mid-Ht 0.880 In2 13.000 in 175.000 psf 0.0545 k 0.2802 0.9066 2l14 7.8735 4.511 in 3814.700 in4 Job # Date: 5:31PM, 12 DEC 06 Pm 2,000.0 psi Fs 24,000.0 psi Em =fm• 900.0 Special Inspection Solid Grouted E 1800,000.0 psi n 16.111 TOW 9,333.3 3,333.3 28,000.00 lbs 10,000.00 lbs 4.000 in Roof 4.43 In 101.77 101.77 Pilaster Design OK [Summary of Loads & Moments r Mid -Ht 4,666.7 ft-# 1,666.7 ft-# 0.00 ft 5,915.00 ft-# 4 Oq Joe Demo User Demonstrators, Inc. 123 Easy Street MyTown, USA 00000 (000) 000'0000 Pilaster Design Qwest Design Detail 1.29 w4 DOM 11.29 57 .75 Ii f 20 In _Pmslded. _ _ Bangles( combinatla, ✓ 0.000 Axial Tension 24 k O k ✓ 0.087 Aidal +flexure 68.34 R•k 5.97 R•k ✓ 0.101 Halal Compression 566.2 k 57.01 k ✓ 0.016 Shear 0.04 k 0 k 1.01) + 1.01 1.017 + 1.01 1.00 + 1.01 1.0D + 1.01. end Building Code toed Combination rm N Specify W eight Manually Include Wall self -Weight Include Wall Wt In Virtual Eccentricity Consider Will Grout Status for tM Lookup MSIC -02 (ASO) ASCE 7 2000 psi 60000 psi NO Normal weight Yes No Yea QulckMasonry or .,7.75 Longitudinal Bars: #6 Interaction Diagram 1 Interaction DI -40 20 80 140 200 Moment (R•k) Leaf Id Dead Uve &I.al 10 k 38 k Dist Fran Inner Face Moms to 0 R•k 0 RA 15 hi 15 In lateral Use Load O lb/ft 0 lb/ft 4 in Page 1 of 2 Wednesday, December 13, 2006 8:09 AM Joe Demo User Demonstrators. Inc. 123 Easy Street AnyTown. USA 00000 (000)000.0000 Pilaster Design Qwest Load Combination: 1.0D + 1.0L ign Forces 48 k 25 22. 19.1 15 12. 9 6 3. Shear V (k) 25. 22.3 19.1 15 Moment 57.01 k .3 .3 0.20 1.5 3 4.5 6 M (f•k) Factored Loads Adal Force Lateral Unear Load (top) Lateral Linear Load (bottom) Wall Weight Applied Eccentricity 48k 0 lb/8 0148 9.01 k -1.49 in ArialFle ure Checks 1 Interaction DI 48 88.341bk Other Checks Quid(Masonry -25 50 125 200 Moment (8•k) Positive Moment Capacity for P = 48 k COMPRESS! N controlled (fm = Fm = 387.4 psi) k a 0.175 0.00022 e 35.5 in m -0.00102 387.4 psi -4 - 90.07 k fs a 24000 psi -s- 5.13 k -► 10.8 k Axial 'recision r1441f-n7 2 t.4. 2 ; .s r j T (010 k A. ' (1.13ln2) 0 psi F, . 24000 psi (Grade 60 rein° p . 0 psi s Fr • 24000 pi Axial Comam.don rMcic -n2 2 i 3 2 .tj F, • 24000 psi (Grade 60 rent) At . 0 Ina / In (bars an not tied) h/r . (25.5f)/(4.4 in) . 69.5974 s 1 99 1 P. - (0.25 f A 0.65 Art Fs)[ r] A 2] . (0.25(2000 psi) (10 .458 0.65 + 065 (0 lna)(24000 psi)) [1 -[1235(45.411n)] A 2] a . 566.2 k P . 57.01 k 5 P • 566.2 M jytgbinnd Axiar Phnom (a Feel FMeiM107 2 i II 2. 23.113 P . 48k M.. 68.34 Tk (from Interaction diagram given P) M . 0 fbk s M.. 68.348d✓ P . 48k M 68.34 8•k (from interaction diagram given P) M . 5.978•k s M ■ 68.348•✓ Negative Moment Capacity for P = 48 k OMPRESSION controlled gm = Fm = 666.7 psi) k = 0.4(1 -0.00043 0.00037 66666 7 psi J-_ 8 1.20 in.! fs 8913 psi F 80.57 k 0.38 k -t- 3.94 k 'bear (n tool rM51re2 V (0.23 k) f v ' b ' (201N (16.63 M) 0.7 Ps' F..lr 4 2001 0 ps0 . 44.72 psi Is 50 psi) f • 0.7 psi 5 F . 44.72 psi gear (s base) fM57[-02 23.51 V (0.23 k) ' Si ' (20 in) (16.631n) 0.7 p51 C 2004 F, - - . 44.72 psi Is 50 psi) f, . 0.710 s F, . 44.72 4 11 Page 2 of 2 Wednesday, December 13, 2006 8:09 AM U PS from - (4' LO c&PQU IT F/M'- x, I Se1SA4 / NdP5mtat0c - 7 a.ac- U R-c. (As 7-oz-. 4.14 5) ,O11- DINALY C i eEt_. Jlanwn 4RE i 3,6 = 3 c = 3 ) Z =). (Tnncs 22) Scar15K c_ BASE roe-An., y V = C ( q.s.s.2) Sal a bS - o: g9.2 1-01-41) terISXISitti ( - 0- 0.5(o_ -1-4) o. 06a 3.Sff.o i = o.2 6 -» i • 612 -t) 132;4C b 'F%! -Ades ; �� =1 S, � 1 � = -Cd 45 � :_ _) o T - _. CA ... o sae 1 Not j TCM ;S 1o5si 0.040 I I ' R12 - -' — lit.77: vL a-FO ►61 r 23 C e ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description et"-- Sbi ft- Gem (UPS tvo £aLL - su &ota - s) Project QWc3T 7 iwu ¢ Checked Scale Job No. CC, i - i .7 Date I2 Date Sheet No 5 0? BENTLEY Current Date: 12/15/2006 3:43 PM Units system: English File name: R:\2006 Projects\06181.10 Owest Tukwila\Engineering\RAM Files \Tray Frame N -S Direction.adv Y Z X (0, 14, 0) W 12X58 (14, 14, 0) W 12X58 CARE GDA1 bU I l Mop u FW IE (28, 14, 0) 0, 0) 5 02 AnBEhrrin Current Date: 12/15/2006 3:53 PM Units system: English File name: R:\2006 Projects\06181.10 Qwest Tukwila \Engineering \RAM Files\Tray Frame_N -S Direction.adv Y X N3 M 1 Ni N8 M7 N4 m f N2 5 03 BENTLEY Current Date: 12/15/2006 3:41 PM Units system: English File name: R:\2006 Projects\ 06181.10 Owest Tukwila \Engineering\RAM Files \Tray Frame_N -S Direction.adv Reactions My Y t F y Mx Fx �} Fz -i J Ma Direction of positive forces and moments Node FX FY FZ MX MY Condition lcla1.17DL +1.0eq 1 0.81841 6.75057 0.00000 0.00000 0.00000 0.00000 2 - 2.91841 9.07339 0.00000 0.00000 0.00000 0.00000 SUM - 2.30000 15.82396 0.00000 0.00000 0.00000 0.00000 Condition Ic2=O.73DL +1.OED 1 -0.04762 3.77952 0.00000 0.00000 0.00000 0.00000 2 - 2.25238 6.09355 0.00000 0.00000 0.00000 0.00000 SUM - 2.30000 9.87307 0.00000 0.00000 0.00000 0.00000 Nodal displacements envelope Note: lc is the controlling load condition Nodal displacements envelope for : icl=1.17DL +1.0eq Ic2= 0.73DL +1.0EQ Analysis Results Forces IKiol Moments IKio'itl MZ Translation Rntatfnn Node X lc Y b Z lc Fix lc Fly lc Rz lc [in] [b] [In] [Rad] [Rad] [Rad] 1 Max 0.000 Ic1 0.000 101 0.000 101 0.00000 b1 0.00000 Id -0.00239 Ic1 Min 0.000 Ic1 0.000 lot 0.000 Id 0.00000 b1 0.00000 Ic1 -0.00295 1c2 2 Max 0.000 Ic1 0.000 101 0.000 id 0.00000 101 0.00000 Id - -0.00490 102 Min 0.000 Ic1 0.000 Ic1 0.000 101 0.00000 Id 0.00000 Id -0.00552 Id Max 0.491 101 -0.001 Ic2 0.000 Id 0.00000 Ic1 0.00000 Ic1 -0.00280 Ic2 Min 0.487 102 -0.002 101 0.000 Id 0.00000 Id 0.00000 Ic1 -0.00399 Id 4 Max 0.490 Id -0.002 Ic2 0.000 Id 0.00000 Id 0.00000 Id 0.00234 let Min 0.486 Ic2 -0.003 Id 0.000 Id 0.00000 Id 0.00000 Id 0.00115 Ic2 Pagel 5 04 8 Max 0.491 Id -0.297 1c2 0.000 Ic1 0.00000 Ic1 0.00000 Ict 0.00038 Ic1 Min 0.487 Ic2 -0.477 Ic1 0.000 Ic1 0.00000 Ic1 0.00000 let 0.00037 Ic2 Points of Interest In members Station Station J Considered points CONDITION 1c1 =1.17DL +1.Oeq Plane 1 -2 Plane 1 -3 Dist to J Axial Shear V2 M33 Shear V3 11122 Torsion [It] [Kip] [Kip] [Kip'ft] [Kip] [Kip'tt] [Kipit] MEMBER 1 0% 0.000 -0.618 8.222 -8.420 0.000 0.000 0.000 100% 14.000 -0.618 7.164 65.796 0.000 0.000 0.000 MEMBER 2 0% 0.000 -6.751 0.618 0.000 0.000 0.000 0.000 100% 14.000 -5.782 0.618 -8.420 0.000 0.000 0.000 MEMBER 3 .0% 0.000 -9.073 -2.918 0.000 0.000 0.000 0.000 100% 14.000 -8.105 -2.918 41.196 0.000 0.000 0.000 MEMBER 7 0% 0.000 -2.918 7.164 65.796 0.000 0.000 0.000 100% 14.000 -2.918 8.105 - 41.196 0.000 0.000 0.000 CONDITION ic2aO.73DL +1.0EO Plane 1-2 Plane 1 -3 Dist to J Axial Shear 1/2 M33 Shear V3 M22 Torsion [ft] [Kip] [Kip] [Kip'ft] [KIP] [Kip [Klp MEMBER 1 0% 0.000 0.048 4.314 0/98 0.000 0.000 0.000 100% 14.000 0.048 4.902 41.035 0.000 0.000 0.000 MEMBER 2 0% 0.000 3.780 -0.048 0.000 0.000 0.000 0.000 100% 14.000 3.175 -0.048 0.798 0.000 0.000 0.000 MEMBER 3 0% 0.000 -6.094 -2.252 0.000 0.000 0.000 0.000 100% 14.000 -5.489 -2.252 31.758 0.000 0.000 0.000 MEMBER 7 0% 0.000 -2.252 4.902 41.035 0.000 0.000 0.000 100% 14.000 -2.252 6.489 31.758 0.000 0.000 0.000 Maximum forces at members Paget 5 05 Condition : le1 _1.17DL +1.0eq Axial Shear V2 Shear V3 Torsion M22 M33 [Kip] [Kip] [Kip) [Kip'h] [Kip•R]. [Kipt] MEMBER 1 Max -0.62 7.16 0.00 0.00 0.00 65.80 Min -0.62 6.22 0.00 0.00 0.00 -8.42 MEMBER 2 Max -5.78 0.62 0.00 0.00 0.00 0.00 Min -6.75 0.62 0.00 0.00 0.00 -8.42 MEMBER 3 Max -8.11 -2.92 0.00 0.00 0.00 41.20 Min -9.07 -2.92 0.00 0.00 0.00 0.00 MEMBER 7 Max -2.92 8.11 0.00 0.00 0.00 65.80 Min -2.92 7.16 0.00 0.00 0.00 -41.20 Condition : Ic2_ -0.73DL +1.0EO Axial Shear V2 Shear V3 Torsion M22 M33 [KiP] [Kip] [Kip] [Kipt] [Kirtt] [Kir] MEMBER 1 Max 0.05 4.90 0.00 0.00 0.00 41.04 Min 0.05 4.31 0.00 0.00 0.00 0.80 MEMBER 2 Max -3.18 -0.05 0.00 0.00 0.00 0.80 Min -3.78 -0.05 0.00 0.00 0.00 0.00 MEMBER 3 Max -5.49 -2.25 0.00 0.00 0.00 31.76 Min -6.09 -2.25 0.00 0.00 0.00 0.00 MEMBER 7 Max -2.25 5.49 0.00 0.00 0.00 41.04 Min -2.25 4.90 0.00 0.00 0.00 -31.76 Maximum relative deflections Remark.- Magnitude of deflections in absolute value. CON Dm0Nc1.1.17DL +1.0eq Member Dell. (2) [In] O(%) Deft (3) fin] 0?(X) 1 0.09662 (L/1739) 60.00000 0.00000 (< U10000) 0.00000 2 0.03458 (1./4858) 57.50000 0.00000 (< 1/10000) 0.00000 3 0.16943 (1./992) 57.50000 0.00000 (< U10000) 0.00000 7 0.05400 (L/3111) 32.50000 0.00000 ( <1.110000) 0.00000 CONDmONe2=.73DL +1.0E0 Member - Deft. (2) M] 01(%) Defl. (3) [In] 0 (X) 1 0.06883 (1.2441) 57.50000 0.00000 (<1../13030) 0.00000 2 0.00328 (<1./10000) 57.50000 0.00000 (< U10000) 0.00000 3 0.13042 (1/1288) 57.50000 0.00000 (<1/10000) 0.00000 7 0.02697 (1/6228) 27.50000 0.00000 (< U10000) 0.00000 Page3 5 0,6 j BErrIn Current Date: 12/15/2006 3:45 PM Units system: English File name: R:\2006 Projects \06181.10 °west Tukwila \Engineering \RAM Filest2 -Bay Tray Frame.adv Y X 0, 141SI X5X.1875 (4, 14r X5X.1875 (8, 14, 0) r 0) U TS 5X5X.1875 COAJ6u IT gnAta 1JJMt (18, 14, 0) 0) fp, 0) (2 -gA 5 0i BENTLEY Cement Date: 12/15/2006 3:52 PM Units system: English File name: R:12006 Projects\06181.10 Qwest Tukwila\EngineeringlRAM Filesl2 -Bay Tray Frame.adv r___ Z X E N3 M3 N5 3 IA 4 3 a N6 5 08 %BENTLEY Current Date: 12/15/2006 3:45 PM Units system: English File name: R:A2006 Projects\06181.10 Owest Tukwila\Engineering\RAM Files \2-Bay Tray Frame.adv Reactions My px T Mx Z I Fx 0 F� - � lJ MO Direction of positive forces and moments Analysis Results Forces fKlol Moments (Kio'ftl Node FX FY FZ MX MY MZ Condition Ic1A= 1.17DL +2.0ECI1 1 - 1.80220 - 2.30409 0.00000 0.00000 0.00000 0.00000 4 - 1.79901 10.81000 0.00000 0.00000 0.00000 0.00000 6 0.00121 5.00175 0.00000 0.00000 0.00000 0.00000 SUM - 3.60000 13.50765 0.00000 0.00000 0.00000 0.00000 Condition lc2A=.73DL+2.0E01 1 - 1.80195 - 3.80683 0.00000 0.00000 0.00000 0.00000 4 - 1.79881 9.11393 0.00000 0.00000 0.00000 0.00000 6 0.00075 3.12075 0.00000 0.00000 0.00000 0.00000 SUM - 3.80000 8.42785 0.00000 0.00000 0.00000 0.00000 Nodal displacements envelope Note.- le is the controlling load condition Nodal displacements envelope for : Ic1A= 1.17DL+2.0E01 Ic2A =.730L +2.0EQ1 Node Translation Rotation X lc Y lc Z b Rx le Ry le Rz lc [In] [in] [in] Mad] [Red] [Rad] 1 Max 0.000 Ic1A 0.000 Ic1A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A -0.00024 Ic2A Min 0.000 Ic1A 0.000 Ic1A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A -0.00024 Ic1A 2 Max 0.041 Ic1A -0.001 Ic2A 0.000 b1A 0.00000 1c1A 0.00000 Ic1A -0.00025 Ic2A Min 0.041 b2A -0.002 Ic1A 0.000 1c1A 0.00000 Ic1A 0.00000 Ic1A -0.00025 Ic1A 3 Max 0.042 Ic1A -0.001 Ic2A 0.000 1c1A 0.00000 1c1A 0.00000 1c1A -0.00025 Ic2A Min 0.042 lc2A -0.002 Ic1A 0.000 Ic1A 0.00000 1c1A 0.00000 Ic1A -0.00025 Ic1A 4 Max 0.000 lolA 0.000 Ic1A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A -0.00025 Ic2A Pagel 5 09 Min 0.000 Ic1A 0.000 Ic1A 0.000 Ic1A 0.00000 IclA 0.00000 IclA - 0.00025 IclA 5 Max 0.044 Ic1A -0.001 Ic2A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A -0.00026 Ic2A Min 0.044 Ic2A -0.002 Ic1A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A -0.00026 Ic1A 6 Max 0.000 Ic1A 0.000 Ic1A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A - 0.00026 Ic2A Min 0.000 Ic1A 0.000 Ic1A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A -0.00026 Ic1A 7 Max 0041 Ic1A 0.000 Ic2A 0 000 Ic1A 0.00000 Ic1A 0.00000 Ic1A -0.00021 Ic2A Min 0.041 Ic2A 0.000 Ic1A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A -0.00021 Ic1A Points of Interest In members J Considered points CONDITION Ic1A=1.17DL +2.0EO1 Station Plane 1 - Plane 1-0 Dist to J Axial Shear V2 M33 Shear V3 M22 Torsion [ft] [Kip] [Kip] [KIP'n] [KIPI [Kip it] [KiP'n] MEMBER 1 0% 0.000 -4.001 0.000 -0.010 0.000 0.000 0.000 100% 14.000 -4.001 0.000 0.000 0.000 0.000 0.000 MEMBER 2 0% 0.000 -1.100 0.000 0.000 0.000 0.000 0.000 100% 4.000 -1.100 0.000 0.000 0.000 0.000 0.000 MEMBER 3 0% 0.000 1.301 0.000 0.000 0.000 0.000 0.000 100% 10.000 1.301 0.000 0.000 0.000 0.000 0.000 MEMBER 4 0% 0.000 -5.002 0.001 0.000 0.000 0.000 0.000 100% 14.000 -5.002 0.001 0.000 0.000 0.000 0.000 MEMBER 5 0% 0.000 -4.504 - 0.000 0.000 0.000 0.000 0.000 100% 14.000 -4.504 0.000 0.013 0.000 0.000 0.000 MEMBER 8 0% 0.000 2.501 0.000 0.000 0.000 0.000 0.000 100% 4.000 2.501 0.000 0.000 0.000 0.000 0.000 MEMBER 7 0% 0.000 6.558 0.001 0.002 0.000 0.000 0.000 100% 14.580 8.558 0.001 0.010 0.000 0.000 0.000 MEMBER 8 0% 0.000 -6.557 0.002 0.002 0.000 0.000 0.000 100% 14.560 -6.557 0.002 -0.013 0.000 0.000 0.000 Paget 5 10 CONDITION ic2A43.73DL +2.0EO1 Plane 1 -2 Plane 1 -3 Dist to J Axial Shear V2 M33 Shear V3 M22 Torsion Station If [Kip] (Kip] [Kip'k] (Kip] [Kip'ft] [Kip'k] MEMBER 1 0% 0.000 -2.497 0.000 -0.010 0.000 0.000 0.000 100% 14.000 -2.497 0.000 0.000 0.000 0.000 0.000 MEMBER 2 0% 0.000 -1.100 0.000 0.000 0.000 0.000 0.000 100% 4.000 -1.100 0.000 0.000 0.000 0.000 0.000 MEMBER 3 0% 0.000 1.301 0.000 0.000 0.000 0.000 0.000 100% 10.000 1.301 0.000 0.000 0.000 0.000 0.000 MEMBER 4 0% 0.000 -3.121 0.001 0.000 0.000 0.000 0.000 100% 14.000 -3.121 0.001 0.000 0.000 0.000 0.000 MEMBER 5 0% 0.000 -2.810 0.000 0.000 0.000 0.000 0.000 100% 14.000 -2.810 0.000 0.013 0.000 0.000 0.000 MEMBER 5 0% 0.000 2.500 0.000 0.000 0.000 0.000 0.000 100% 4.000 2.500 0.000 0.000 0.000 0.000 0.000 MEMBER 7 0% 0.000 6.556 0.001 0.002 0.000 0.000 0.000 100% 14.560 6.556 0.001 0.010 0.000 0.000 0.000 MEMBER 8 0% 0.000 -6.555 0.002 0.002 0.000 0.000 0.000 100% 14.560 -6.555 0.002 -0.013 0.000 0.000 0.000 Maximum forces at members Condition :1c1A=1.17DL +2.0EO1 Axial Shear V2 Shear V3 Torsion M22 1133 IKIPI [Kip] (Kip] (Kieft] nit] [Kirk] MEMBER 1 Max -4.00 0.00 0.00 0.00 0.00 0.00 Min -4.00 0.00 0.00 0.00 0.00 -0.01 MEMBER 2 Max -1.10 0.00 0.00 0.00 0.00 0.00 Min -1.10 0.00 0.00 0.00 0.00 0.00 MEMBER 3 Max 1.30 0.00 0.00 0.00 0.00 0.00 Min 1.30 0.00 0.00 0.00 0.00 0.00 MEMBER 4 Max -5.00 0.00 0.00 0.00 0.00 0.00 Min -5.00 0.00 0.00 0.00 0.00 0.00 MEMBER 5 Max -4.50 0.00 0.00 0.00 0.00 0.01 Min -4.50 0.00 0.00 0.00 0.00 0.00 MEMBER 8 Max 2.50 0.00 0.00 0.00 0.00 0.00 Min 2.50 0.00 0.00 0.00 0.00 0.00 MEMBER 7 Max 6.56 0.00 0.00 0.00 0.00 0.01 Min 6.56 - 0.00 0.00 0.00 0.00 0.00 MEMBER 8 Max -6.56 0.00 0.00 0.00 0.00 0.00 Page3 5 11 i Min -6.56 0.00 0.00 0.00 0.00 -0.01 Condition : Ic2A=0.73DL +2.0ED1 Axial Shear V2 Shear V3 Torsion M22 M33 [Kip] [Kip] [Kip] [Kipit] [Kip'ft] [Kip•ft] MEMBER 1 Max -2.50 0.00 0.00 0.00 0.00 0.00 Min -2.50 0.00 0.00 0.00 0.00 -0.01 MEMBER 2 Max -1.10 0.00 0.00 0.00 0.00 0.00 Min -1.10 0.00 0.00 0.00 0.00 0.00 MEMBER 3 Max 1.30 0.00 0.00 0.00 0.00 0.00 Min 1.30 0.00 0.00 0.00 0.00 0.00 MEMBER 4 Max -3.12 0.00 0.00 0.00 0.00 0.00 Min -3.12 0.00 0.00 0.00 0.00 0.00 MEMBER 5 Max -2.81 0.00 0.00 0.00 0.00 0.01 Min -2.81 0.00 0.00 0.00 0.00 0.00 MEMBER 8 Max 2.50 0.00 0.00 0.00 0.00 0.00 Min 2.50 0.00 0.00 0.00 0.00 0.00 MEMBER 7 Max 8.56 0.00 0.00 0.00 0.00 0.01 Min 8.56 0.00 0.00 0.00 0.00 0.00 MEMBER 8 Max -8.56 0.00 0.00 0.00 0.00 0.00 Min -8.58 0.00 0.00 0.00 0.00 -0.01 Maximum relative deflections Remark.- Magnitude of deflections In absolute value. CONDITIONC1 As1.17DL+2.0EG1 Member Deft. (2) [In] '(x) De0. (9) [in) ®(x) 1 0.00009 (c U10000) 42.50000 0.00000 (< U10000) 0.00000 2 0.00000 (< U10000) 52.50000 0.00000 (< U10000) 0.00000 3 0.00000 (<1..110000) 60.00000 0.00000 (c U10000) 0.00000 4 0.00000 (< U10000) 20.00000 0.00000 (< U10000) 0.00000 5 (100011 (< 1../10000) 57.50000 0.00000 (< U10000) 0.00000 6 0.00000 (< U10000) 50.00000 0.00000 (< U10000) 0.00000 7 0.00064 (< U10000) 57.50000 0.00000 (< U10000) 0.00000 8 0.00072 (< U10000) 57.50000 0.00000 (< U10000) 0.00000 Page4 5 12 CONDITIONC2A- O.73DL +2.0EQ1 Member Dell. (2) [In] ®( %) Defl. (3) (In] @( %) 1 0.00009 (< U10000) 42.50000 0.00000 (< U10000) 0.00000 2 0.00000 (< U10000) 52.50000 0.00000 (< U10000) 0.00000 3 0.00000 (< U10000) 60.00000 0.00000 (< U10000) 0.00000 4 0.00000 (< U10000) 20.00000 0.00000 (< U10000) 0.00000 5 0.00011 (< U10000) 57.50000 0.00000 (< 1/10000) 0.00000 6 0.00000 (< U10000) 50.00000 0.00000 (< L/10000) 0.00000 7 0.00064 (< U10000) 57.50000 0.00000 (< U10000) 0.00000 8 0.00072 (< U10000) 57.50000 0.00000 (< U10000) 0.00000 Pages 5 13 BENTLEY Current Date: 12/15/2006 3:48 PM Units system: English File name: (3:\2006 Projects\06181.10 Qwest Tukwila \ Engineering \RAM Files\4 -Bay Tray Frame.adv X TIP_ __L391 763, 14, 0) TS 5X5X.1875 , 0) (21, 14, 0) TS 5X5X.1875 S 0, 0) (34, 14, 0) TS 5X5X.1875 (47.5, 14, 0) 0 0) S 5, 0, 0) ce,vnurr veAcPb nitme (4 -DV) 5 14 ! BFNnEY Current Date: 12/15/2006 3:52 PM Units system: English File name: P:\2006 Projects \ 06181.10 Owest Tukwila \Engineering \RAM FilesWBay Tray Frame.adv N X to X 12M1 N1113 NI 3 V N4 M2 N5 3 m N6 M3 N7 M12 N9 3 m N6 3 • N 10 5 15 %BENTLEY Current Date: 12/15/2008 3:49 PM Units system: English File name: R:\2006 Projects 106181.10 Qwest Tukwlla\Engineering \RAM Files\4 -Bay Tray Frame.adv Reactions Direction of positive tomes and moments Analysis Results Forces 1Kiol Moments fKio•Rl Node FX FY FZ MX MY MZ Condition Ic1As1.17DL +2.OEQ1 1 - 3.88534 - 7.90423 0.00000 0.00000 0.00000 0.00000 4 - 3.68477 18.15929 0.00000 0.00000 0.00000 0.00000 6 0.00337 8.50519 0.00000 0.00000 0.00000 0.00000 8 0.00360 6.62220 0.00000 0.00000 0.00000 0.00000 10 0.00313 5.62770 0.00000 0.00000 0.00000 0.00000 SUM - 7.36000 29.01015 0.00000 0.00000 0.00000 0.00000 Condition Ic2As0.73DL+2.0EQ1 1 - 3.68602 - 9.77545 0.00000 0.00000 0.00000 0.00000 4 - 3.68029 16.17391 0.00000 0.00000 0.00000 0.00000 6 0.00210 4.05879 0.00000 0.00000 0.00000 0.00000 8 0.00225 4.13180 0.00000 0.00000 0.00000 0.00000 10 0.00195 3.51130 0.00000 0.00000 0.00000 0.00000 SUM - 7.36000 18.10035 0.00000 0.00000 0.00000 0.00000 Condition Ic1 Bs1.17DL+2.0E02 1 3.68516 17.90772 0.00000 0.00000 0.00000 0.00000 4 3.68495 - 7.65289 0.00000 0.00000 0.00000 0.00000 6 -0.00337 6.50522 0.00000 0.00000 0.00000 0.00000 8 -0.00360 6.62220 0.00000 0.00000 0.00000 0.00000 10 -0.00313 5.62770 0.00000 0.00000 0.00000 0.00000 SUM 7.36000 29.01015 0.00000 0.00000 0.00000 0.00000 Condition Ic2B4.73DL+2.0EQ2 1 3.68064 16.01694 0.00000 0.00000 0.00000 0.00000 4 3.68566 - 9.61850 0.00000 0.00000 0.00000 0.00000 8 -0.00210 4.05881 0.00000 0.00000 0.00000 0.00000 8 -0.00225 4.13180 0.00000 0.00000 0.00000 0.00000 10 -0.00195 3.51130. 0.00000 0.00000 0.00000 0.00000 SUM 7.36000 18.10035 0.00000 0.00000 0.00000 0.00000 Pagel 5 16 Nodal displacements envelope Note.- Ic is the controlling load condition Nodal displacements envelope for : Ic1 A= 1.170L +2.0EQ1 lc2A�.73DL +2.0E01 Ic1B= 1.17DL +2.0EQ2 Ic2B= 0.730L +2.0E02 Node Translation Rotation X Ic Y Ic Z Ic Rx Ic Ry Ic Rz Ic [in] [in] [in] [Rad] [Rad] [Rad] 1 Max 0.000 1clA 0.000 Ic1A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A 0.00052 Ic1B Min 0.000 Ic1A 0.000 Ic1A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A -0.00052 Ic1A 2 Max 0.084 Ic1A -0.001 Ic2A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A 0.00049 Ic1B Min -0.084 Ic1B -0.002 Ic1B 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A -0.00049 Ic1A 3 Max 0.088 Ic1A -0.001 Ic2B 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A 0.00050 Ic1B Min -0.086 Ic1B -0.002 Ic1A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A -0.00050 Ic1A 4 Max 0.000 1clA 0.000 Ic1A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A 0.00053 Ic1B Min 0.000 Ic1A 0.000 Ic1A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A -0.00053 Ic1A 5 Max 0.093 Ic1A -0.002 Ic2A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A 0.00055 Ic1B Min -0.093 Ic1B -0.003 Ic1B 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A -0.00055 Ic1A Max 0.000 Ic1A 0.000 Ic1A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A 0.00055 Ic1B Min 0.000 Ic1A 0.000 Ic1A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A -0.00055 Ic1A 7 Max 0.098 Ic1A -0.002 Ic2A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A 0.00058 Ic1B Min -0.098 Ic1B -0.003 Ic1B 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A -0.00058 Ic1A 8 Max 0.000 Ic1A 0.000 Ic1A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A 0.00058 Ic1B MM 0.000 Ic1A 0.000 Ic1A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A -0.00058 Ic1A 9 Max 0.100 Ic1A -0.002 Ic2B 0.000 Ic1A 0.00000 lc1A 0.00000 Ic1A 0.00080 Ic1B Min -0.100 Ic1B -0.003 Ic1A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A -0.00080 Ic1A 10 Max 0.000 Ic1A 0.000 Ic1A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A 0.00060 Ic1B Min 0.000 Ic1A 0.000 Ic1A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A -0.00060 Ic1A 11 Max 0.083 IctA 0.000 Ic2A 0.000 ic1A 0.00000 Ic1A 0.00000 Ic1A 0.00011 Ic2B Min -0.083 Ic1B 0.000 Ic1A 0.000 Ic1A 0.00000 IelA 0.00000 Ic1A -0.00012 lo1A Points of Interest in members J Conside points Paget 5 17 CONDITION Ie1A.1.17DL +2.0E01 Plane 1 -2 Plane 1 -3 Dist to .1 Axial Shear V2 M33 Shear V3 M22 Torsion Station [ft] [Kip] [Kip] [Kip'ft] [Kip] [Kipit] [Kirk] MEMBER 1 0% 0.000 -1308 0.081 0.000 0.000 0.000 0.000 100% 4.000 -1.308 0.081 -0.325 0.000 0.000 0.000 MEMBER 2 0% 0.000 4.710 0.000 0.000 0.000 11000 0.000 100% 13.000 4.710 0.000 (1000 0.000 0.000 0.000 MEMBER 3 0% 0.000 3.087 0.000 0.000 0.000 0.000 0.000 100% 13.000 3.087 0.000 0.000 0.000 0.000 0.000 MEMBER 6 0% 0.000 -4.921 0.008 0.077 0.000 0.000 0.000 100% 14.000 -4.921 0.008 0.000 0.000 0.000 0.000 MEMBER 7 0% 0.000 -5.286 0.008 0 000 0.000 0.000 0.000 100% 14.000 -5.286 0.008 -0.074 0.000 0.000 0.000 MEMBER 8 0% 0.000 -6.505 0 003 0.000 0.000 0.000 0.000 100% 14.000 -6.505 0.003 0.000 0.000 0.000 0.000 MEMBER 9 0% 0.000 -6.622 0 004 0.000 0.000 0.000 0.000 100% 14.000 -6.622 0.004 0.000 0.000 0.000 0.000 MEMBER 10 0% 0.000 -5.628 0.003 0.000 0.000 0.000 0.000 100% 14.000 -5.628 0.003 0.000 0.000 0.000 0.000 MEMBER 12 0% 0.000 1.443 0.000 0.000 0.000 0.000 0.000 100% 13.500 1.443 0.000 0.000 0.000 0.000 0.000 MEMBER 13 0% 0.000 6.078 0.032 0.130 0.000 0.000 0.000 100% 4.000 6.078 0.032 0.000 0.000 0.000 0.000 MEMBER 14 0% 0.000 13.346 0.028 0.243 0.000 0.000 0.000 100% 14.560 13.346 0.028 -0.077 0.000 0.000 0.000 MEMBER 15 0% 0.000 - 13.393 -0.014 -0.213 0.000 0.000 0.000 100% 14.560 - 13.393 -0.014 0.074 0.000 0.000 0.000 CONDITION Ic2A.0.73DL +2.0E01 Station Dist to J Axial Shear V2 [ft] [Kip] [Kip] Plane 1 -2 M33 Shear V3 [KIp'a] MEMBER 1 0% 0.000 -1307 0.072 0.000 0.000 0.000 0.000 100% 4.000 -1.307 0.072 -0.289 0.000 0.000 0.000 MEMBER 2 0% 0.000 4.706 0.000 0.000 0.000 0.000 0.000 100% 13.000 4.706 0.000 0.000 0.000 0.000 0.000 MEMBER 3 0% 0.000 3.084 0.000 0.000 0.000 0.000 0.000 100% 13.000 3.084 0.000 0.000 0.000 0.000 0.000 MEMBER 6 0% 0.000 -3.049 0.007 0.077 0.000 0.000 0.000 100% 14.000 -3.049 0.007 0.000 0.000 0.000 0.000 MEMBER 7 0% 0.000 -3.319 0.007 0.000 0.000 0.000 0.000 100% 14.000 -3.319 0.007 -0.074 0.000 0.000 0.000 Page3 Plane 1 -3 M22 Torsion [Kip ft] [Kirk] 5 18 MEMBER 8 0% 0.000 -4.059 0 002 0.000 0.000 0.000 0.000 100% 14.000 4.059 0.002 0.000 0.000 0.000 0.000 MEMBER 9 0% 0.000 -4.132 0.002 0.000 0.000 0.000 0.000 100% 14.000 -4.132 0.002 0.000 0.000 0.000 0.000 MEMBER 10 0% 0.000 -3.511 0 002 0.000 0.000 0.000 0.000 100% 14.000 -3.511 0.002 0.000 0.000 0.000 0.000 MEMBER 12 0% 0.000 1.442 0 000 0.000 0.000 0.000 0.000 100% 13.500 1.442 0.000 0.000 0.000 0.000 0.000 MEMBER 13 0% 0.000 6.073 0.042 0.167 0.000 0000 0.000 100% 4.000 6.073 0.042 0.000 0.000 0.000 11000 MEMBER 14 0% 0.000 - 13.345 0.028 _ 0243 0.000 0.000 0.000 100% 14.560 13.345 0.028 -0.077 0.000 0.000 0.000 MEMBER 15 0% 0.000 - 13.373 -11014 -0.213 0.000 0.000 0.000 100% 14.560 - 13.373 -0014 0.074 0.000 0.000 0.000 CONDITION Ia1B=1.17DL +2.0EO2 Station Plane 1 -2 Plane 1 -3 DIM to J Axial Shear V2 M33 Shear V3 1122 Torsion Eft] KM IKIP1 IKir' i] KIM IKiP'fI [MOO MEMBER 1 0% 0.000 1.308 -0.033 0.000 0.000 0.000 11000 100% 4.000 1.308 -0.033 0.132 0.000 0.000 0.000 MEMBER 2 0% 0.000 -4.710 0.000 0.000 0.000 0.000 0.000 100% 13.000 -4.710 0.000 0.000 0.000 0.000 0.000 MEMBER 3 0% 0.000 -3.087 0.000 0.000 0.000 0.000 0.000 100% 13.000 -3.087 0.000 0.000 0.000 0.000 0.000 MEMBER 6 0% 0.000 -5.035 -0.008 -0.083 0.000 0.000 0.000 .100% 14.000 -5.035 -0.008 0.000 0.000 0.000 0.000 MEMBER 7 0% 0.000 -5.172 -0.007 0.000 - 0.000 0.000 0.000 100% 14.000 -5.172 -0007 0.069 0.000 0.000 0.000 MEMBER 8 0% 0.000 -6.505 -0.003 0.000 0.000 0.000 0.000 100% 14.000 -6.505 -0.003 0.000 0.000 0.000 0.000 MEMBER 9 0% 0.000 -6.822 -0.004 0.000 0.000 0.000 0.000 100% 14.000 -6.822 -0.004 0.000 0.000 0.000 0.000 MEMBER 10 0% 0.000 -5.628 -0.003 0.000 0.000 0.000 0.000 100% 14.000 -5.628 -0.003 0.000 0.000 0.000 0.000 MEMBER 12 0% 0.000 1.443 0.000 0.000 0.000 0.000 0.000 100% 13.500 -1.443 0.000 0.000 0.000 0.000 (1000 MEMBER 13 0% 0.000 -6.078 -0.081 -0.326 0.000 0.000 0.000 100% • 4.000 -6.078 -0.081 0.000 0.000 0.000 0.000 Page4 5 19 MEMBER 14 0% 0.000 - 13.392 -0.015 -0.218 0.000 0.000 0.000 100% 14.560 - 13.392 -0.015 0.083 0.000 0.000 0.000 MEMBER 15 0% 0.000 13.346 0.027 0.240 0.000 0.000 0.000 100% 14.560 13.346 0.027 -0.069 0.000 0.000 0.000 CONDITION Ic2B =.730L +2.0E02 Station Maximum forces at members Plane 1 -2 Plane 1-3 Dist to J Axial Shear V2 M33 Shear V3 M22 Torsion [hi (Kip] [Kip] [Kirft] (Kip] (KIrf] [Kip MEMBER 1 0% 0.000 1.307 -0.042 0.000 0.000 0.000 0.000 100% 4.000 1.307 -0.042 0.168 0.000 0.000 0.000 MEMBER 2 0% 0.000 -4.706 0.000 0.000 0.000 0.000 0.000 100% 13.000 -4.706 0.000 0.000 0.000 0.000 0.000 MEMBER 3 0% 0.000 -3.084 0.000 0.000 0.000 0.000 0.000 100% 13.000 -3.084 0.000 0.000 0.000 0.000 0.000 MEMBER 6 0% 0.000 -3.163 -0.007 -0.083 0.000 0.000 0.000 100% 14.000 -3.183 -0.007 0.000 0.000 0.000 0.000 MEMBER 7 0% 0.000 -3.206 -0.006 0.000 0.000 0.000 0.000 100% 14.000 -3.206 -0.006 0.089 0.000 0.000 0.000 MEMBER 6 0% 0.000 -4.059 -0.002 0.000 0.000 0.000 0.000 100% 14.000 -4.059 -0.002 0.000 0.000 0.000 0.000 MEMBER B 0% 0.000 -4.132 -0.002 0.000 0.000 0.000 0.000 100% 14.000 -4.132 -0.002 0.000 0.000 0.000 0.000 MEMBER 10 0% 0.000 -3.511 -0.002 0.000 0.000 0.000 0.000 100% 14.000 3.511 -0.1)02 0.000 0.000 0.000 0.000 MEMBER 12 0% 0.000 -1.442 0.000 0.000 0.000 0.000 0.000 100% 13.500 -1.442 0.000 0.000 0.000 0.000 0.000 MEMBER 13 0% 0.000 -8.073 -0.072 -0.289 0.000 0.000 0.000 100% 4.000 -6.073 -0.072 0.000 0.000 0.000 0.000 MEMBER 14 0% 0.000 - 13.373 -0.015 -0218 0.000 0.000 0.000 100% 14.580 - 13.373 -0.015 0.083 0.000 0.000 0.000 MEMBER 15 0% 0.000 13.345 0.027 0240 0.000 0.000 0.000 100% 14.580 13.345 0.027 -0.089 0.000 0.000 0.000 Pages 5 20 Condition :le1A=1.17DL +2.0Et11 Axial Shear V2 Shear V3 Torsion M22 M33 [Kip] [Kip] [Kip] [Kip'ft] [Kip *ft] [Kip*ft] MEMBER 1 Max -1.31 0.08 0.00 0.00 0.00 0.00 Min -1.31 0.08 0.00 0.00 0.00 -0.33 MEMBER 2 Max 4.71 0.00 0.00 0.00 0.00 0.00 Min 4.71 0.00 0.00 0.00 0.00 0.00 MEMBER 3 Max 3.09 0.00 0.00 0.00 0.00 0.00 Min 3.09 0.00 0.00 0.00 0.00 0.00 MEMBER 6 Max -4.92 0.01 0.00 0.00 0.00 0.08 Min -4.92 0.01 0.00 0.00 0.00 0.00 MEMBER 7 Max -5.29 0.01 0.00 0.00 0.00 0.00 Min -5.29 0.01 0.00 0.00 0.00 -0.07 MEMBER 8 Max -6.51 0.00 0.00 0.00 0.00 0.00 Min -6.51 0.00 0.00 0.00 0.00 0.00 MEMBER 9 Max -6.82 0.00 0.00 0.00 0.00 0.00 Min -6.62 0.00 0.00 0.00 0.00 0.00 MEMBER 10 Max -5.63 0.00 0.00 0.00 0.00 0.00 Mtn -5.63 0.00 0.00 0.00 0.00 0.00 MEMBER 12 Max 1.44 0.00 0.00 0.00 0.00 0.00 Min 1.44 0.00 0.00 0.00 0.00 0.00 MEMBER 13 Max 6.08 0.03 0.00 0.00 0.00 0.13 Min 6.08 0.03 0.00 0.00 0.00 0.00 MEMBER 14 Max 13.35 0.03 0.00 0.00 0.00 0.24 Min 13.35 0.03 0.00 0.00 0.00 -0.08 MEMBER 15 Max -13.39 -0.01 0.00 0.00 0.00 0.07 Min -13.39 -0.01 0.00 0.00 0.00 -0.21 Condition :182A=0.73DL +2.0E01 Axial Shear V2 Shear V3 Torsion M22 M33 [Kip] (KIPI [ ] [KIP'ftl [KIPm] POP* MEMBER 1 Max -1.31 0.07 0.00 0.00 0.00 0.00 Min -1.31 0.07 0.00 0.00 0.00 -0.29 MEMBER 2 Max 4.71 0.00 0.00 0.00 0.00 0.00 Min 4.71 0.00 0.00 0.00 0.00 0.00 MEMBER 3 Max 3.08 0.00 0.00 0.00 0.00 0.00 Min 3.08 0.00 0.00 0.00 0.00 0.00 MEMBER 8 Max -3.05 0.01 0.00 0.00 0.00 0.08 Min -3.05 0.01 0.00 0.00 0.00 0.00 MEMBER 7 Max -3.32 0.01 0.00 0.00 0.00 0.00 Min -3.32 0.01 0.00 0.00 0.00 -0.07 MEMBER 8 Max -4.06 0.00 0.00 0.00 0.00 0.00 Page6 5 21 Min -4.06 0.00 0.00 0.00 0.00 0.00 MEMBER 9 Max -4.13 0.00 0.00 0.00 0.00 0.00 Min -4.13 0.00 0.00 0.00 0.00 0.00 MEMBER 10 Max -3.51 0.00 0.00 0.00 0.00 0.00 Min -3.51 0.00 0.00 0.00 0.00 0.00 MEMBER 12 Max 1.44 0.00 0.00 0.00 0.00 0.00 Min 1.44 0.00 0.00 0.00 0.00 0.00 MEMBER 13 Max 6.07 0.04 0.00 0.00 0.00 0.17 Min 6.07 0.04 0.00 0.00 0.00 0.00 MEMBER 14 Max 13.35 0.03 0.00 0.00 0.00 0.24 Min 13.35 0.03 0.00 0.00 0.00 -0.08 MEMBER 15 Max -13.37 -0.01 0.00 0.00 0.00 0.07 Min -13.37 -0.01 0.00 0.00 0.00 -0.21 Condition : Ic1 B =1.17DL +2.0E02 Axial Shear V2 Shear V3 Torsion M22 M33 [Kip] [KIP] [Kip) [KIP' Iwp'nl IKIP'n] MEMBER 1 Max 1.31 -0.03 0.00 0.00 0.00 0.13 Min 1.31 -0.03 0.00 0.00 0.00 0.00 MEMBER 2 Max -4.71 0.00 0.00 0.00 0.00 0.00 Min -4.71 0.00 0.00 0.00 0.00 0.00 MEMBER 3 Max -109 0.00 0.00 0.00 0.00 0.00 Min -3.09 0.00 0.00 0.00 0.00 0.00 MEMBER 8 Max -5.03 -0.01 0.00 0.00 0.00 0.00 Min -5.03 -0.01 0.00 0.00 0.00 -0.08 MEMBER 7 Max -5.17 -0.01 0.00 0.00 0.00 0.07 Min -5.17 -0.01 0.00 0.00 0.00 0.00 MEMBER 8 Max -6.51 0.00 0.00 0.00 0.00 0.00 Min -8.51 0.00 0.00 0.00 0.00 0.00 MEMBER 9 Max -6.82 0.00 0.00 0.00 0.00 0.00 Min -6.82 0.00 0.00 0.00 0.00 0.00 MEMBER 10 Max -5.63 0.00 0.00 0.00 0.00 0.00 Min -5.63 0.00 0.00 0.00 0.00 0.00 MEMBER 12 Max -1.44 0.00 0.00 0.00 0.00 0.00 Min -1.44 0.00 0.00 0.00 0.00 0.00 MEMBER 13 Max -8.08 -0.08 0.00 0.00 0.00 0.00 Min -6.08 -0.08 0.00 0.00 0.00 -033 MEMBER 14 Max -13.39 -0.01 0.00 0.00 0.00 0.08 Min -13.39 -0.01 0.00 0.00 0.00 -0.22 MEMBER 15 Pagel 5 22 Max 13.35 0.03 0.00 0.00 0.00 0.24 Min 13.35 0.03 0.00 0.00 0.00 -0.07 Condition : Ic2B= 0.73DL +2.0E02 Axial Shear V2 Shear V3 Torsion M22 M33 [Kip] [Kip] [Kip] [Kip'it] [Kip'ft] [Kip'ft] MEMBER 1 Max 1.31 -0.04 0.00 0.00 0.00 0.17 Min 1.31 -0.04 0.00 0.00 0.00 0.00 MEMBER 2 Max -4.71 0.00 0.00 0.00 0.00 0.00 Min -4.71 0.00 0.00 0.00 0.00 0.00 MEMBER 3 Max -3.08 0.00 0.00 0.00 0.00 0.00 Min -3.08 0.00 0.00 0.00 0.00 0.00 MEMBER 8 Max -3.18 -0.01 0.00 0.00 0.00 0.00 Min -3.16 -0.01 0.00 0.00 0.00 -0.08 MEMBER 7 Max -3.21 -0.01 0.00 0.00 0.00 0.07 Min -3.21 -0.01 0.00 0.00 0.00 0.00 MEMBER 9 Max 4.08 0.00 0.00 0.00 0.00 0.00 Min 4.08 0.00 0.00 0.00 0.00 0.00 MEMBER 9 Max -4.13 0.00 0.00 0.00 0.00 0.00 Min -4.13 0.00 0.00 0.00 0.00 0.00 MEMBER 10 Max -3.51 0.00 0.00 0.00 0.00 0.00 Min -3.51 0.00 0.00 0.00 0.00 0.00 MEMBER 12 Max -1.44 0.00 0.00 0.00 0.00 - 0.00 Min -1.44 0.00 0.00 0.00 0.00 0.00 MEMBER 13 Max -8.07 -0.07 0.00 0.00 0.00 0.00 Min -8.07 -0.07 0.00 0.00 0.00 -0.29 MEMBER 14 Max -13.37 -0.01 0.00 0.00 0.00 0.08 Min -13.37 -0.01 0.00 0.00 0.00 -0.22 MEMBER 15 Max 13.34 0.03 0.00 0.00 0.00 0.24 Min 13.34 0.03 0.00 0.00 0.00 -0.07 Maximum relative deflections Remark. - Magnitude of deflections in absolute value. Page8 5 23 CONDITIONc1 A=1.17DL +2.0E01 Member Defl. (2) [In] Q( %) Defl. (3) [In] 0 ( %) 1 0.00148 (< U10000) 57.50000 0.00000 (< U10000) 0.00000 2 0.00000 (< U10000) 70.00000 0.00000 (< 1)10000) 0.00000 3 0.00000 (< U10000) 72.50000 0.00000 (< U10000) 0.00000 6 0.00069 (< U10000) 42.50000 0.00000 (< 1)10000) 0.00000 7 0.00066 (< 1)70000) 57.50000 0.00000 (< 1)10000) 0.00000 a 0.00000 (c 1)10000) 20.00000 0.00000 (< U10000) 0.00000 9 0.00000 (< 1)10000) 20.00000 0.00000 (< 1)10000) 0.00000 10 0.00000 (< U10000) 20.00000 0.00000 (< U10000) 0.00000 12 0.00000 (< U10000) 52.50000 0.00000 (< U10000) 0.00000 13 0.00059 (< U10000) 42.50000 0.00000 (< 1)10000) 0.00000 14 0.00970 (< 1/10000) 37.50000 0.00000 (< U10000) 0.00000 15 0.00989 (< U10000) 37.50000 0.00000 (< U10000) 0.00000 CONDITIONc2A=0.73DL +2.0E01 Member Defl. (2) [In] CONDITIONcl B=1.17DL +2.0EQ2 Member Defl. (2) [In] CONDITIONc2B =.73DL +2.0E02 Member Defl. (2) MI 1 0.00132 (< 1)10000) 57.50000 0.00000 (< U10000) 0.00000 2 0.00000 (< U10000) 70.00000 0.00000 (< U10000) 0.00000 3 0.00000 (< U10000) 72.50000 0.00000 (< U10000) 0.00000 6 0.00068 (< U10000) 42.50000 0.00000 (< U10000) 0.00000 7 0.00066 (<U10000) 57.50000 0.00000 (<U10000) 0.00000 8 0.00000 (< 1)10000) 20.00000 0.00000 (< U10000) 0.00000 9 0.00000 (< U10000) 20.00000 0.00000 (< U10000) 0.00000 10 0.00000 (<U10000) 20.00000 - 0.00000 (<U10000) 0.00000 12 0.00000 (< U10000) 52.50000 0.00000 (< 1)10000) 0.00000 13 0.00076 (< U10000) 42.50000 0.00000 (< 1)10000) 0.00000 14 0.00971 (<U10000) 37.50000 0.00000 ( <1)10000) 0.00000 15 0.00990 (< 1/10000) 37.50000 0.00000 (< 1)10000) 0.00000 Defl. (3) [In] tit (%) Defl. (3) [In] @( %) 1 0.00060 (< U10000) 57.50000 0.00000 (< 1)10000) 0.00000 2 0.00000 (< 1)10000) 70.00000 0.00000 (< U10000) 0.00000 3 0.00000 ( <1/10000) 70.00000 0.00000 ( <U10000) 0.00000 6 0.00073 (<U10000) 42.50000 0.00000 ( <U10000) 0.00000 7 0.00061 ( <1/10000) 57.50000 0.00000 (<1)10000) 0.00000 8 0.00000 (< 1)10000) 20.00000 0.00000 (< 1)10000) 0.00000 9 0.00000 (< U10000) 20.00000 0.00000 (< U10000) 0.00000 10 0.00000 (< 1/10000) 20.00000 0.00000 (< 1)10000) 0.00000 12 0.00000 (<U10000) 52.50000 0.00000 (<U10000) 0.00000 13 0.00149 (< U10000) 42.50000 0.00000 (< 1)10000) 0.00000 14 0.00977 (<1../10000) 37.50000 0.00000 (< U10000) 0.00000 15 0.00992 (< 1/10000) 37.50000 0.00000 (< 1/10000) 0.00000 Defl. (3) [In] @(%) 1 0.00077 (< 1/10000) 57.50000 0.00000 (< 1)10000) 0.00000 2 0.00000 (<U10000) 70.00000 0.00000 (<1/10000) 0.00000 3 0.00000 (< U10000) 70.00000 0.00000 (< 1)10000) 0.00000 6 0.00073 (<1../10000) 42.50000 0.00000 (< U10000) 0.00000 7 0.00061 (< 1)10000) 57.50000 0.00000 (< U10000) 0.00000 8 0.00000 (< 1)10000) :20.00000 0.00000 (< 1)10000) 0.00000 Page9 5 24 9 0.00000 (< U10000) 20.00000 0.00000 (< U10000) 0.00000 10 0.00000 (< U10000) 20.00000 0.00000 (< U10000) 0.00000 12 0.00000 (c U10000) 52.50000 0.00000 (< U10000) 0.00000 13 0.00132 (< U10000) 42.50000 0.00000 (< U10000) 0.00000 14 0.00975 (< U10000) 37.50000 0.00000 (< U10000) 0.00000 15 0.00990 (< U10000) 37.50000 0.00000 (< U10000) 0.00000 Page10 5 25 rp BENTLEY Cdrrent Date: 12/15/2006 3:49 PM Units system: English File name: RA2006 Projectst06181.10 Owes: Tukwila \Engineerin lAM Files\5 -Ba Tra Frame 879 TX1187$10. 1 X5X.1875 20. 1 .1875 30 .187 U &c Cavbui g/Mca Tim E ( - 50, 14, 0) 0,0) 5 2 fi 0 TS 7X7X.5000' 0 TS 7X7X.5000' yry� 0, 0) i 0 TS 7X7X.5000 rp BENTLEY Cdrrent Date: 12/15/2006 3:49 PM Units system: English File name: RA2006 Projectst06181.10 Owes: Tukwila \Engineerin lAM Files\5 -Ba Tra Frame 879 TX1187$10. 1 X5X.1875 20. 1 .1875 30 .187 U &c Cavbui g/Mca Tim E ( - 50, 14, 0) 0,0) 5 2 fi v, F Y F 3 ; 3 m 3 e M o 6 7 A„ A"" .ABA Current Date: 12/15/2006 3:52 PM Units system: English File name: R:\2006 Projects \06181.10 Owest Tukwila \En a ineerin. \ RAM Files\5 -Ba Tra Frame.adv Z X M1 N1M13 %BENTLEY Current Date: 12/15/2006 3:49 PM Units system: English File name: R:\2006 Projects \06181.10 Qwest Tukwila \Engineering\ RAM Files\5 -Bay Tray Frame.adv Reactions Direction of positive tomes and moments Analysis Results Forces IKiol Moments I10olt1 Node Fit FY FZ MX MY MZ Condition Ic1A=1.17DL +2.0E01 1 -4.53115 - 7.43553 0.00000 0.00000 0.00000 0.00000 4 -4.52830 17.69059 0.00000 0.00000 0.00000 0.00000 6 0.00222 5.00175 0.00000 0.00000 0.00000 0.00000 8 0.00234 5.00175 0.00000 0.00000 0.00000 0.00000 10 0.00243 5.00175 0.00000 0.00000 0.00000 0.00000 13 0.00247 5.00175 0.00000 0.00000 0.00000 0.00000 SUM - 9.05000 30.26206 0.00000 0.00000 0.00000 0.00000 Condition Ic2A4.73DL +2.0E01 1 4.53108 - 9.40404 0.00000 0.00000 0.00000 0.00000 4 -4.52481 15.80250 0.00000 0.00000 0.00000 0.00000 6 0.00138 3.12075 0.00000 0.00000 0.00000 0.00000 8 0.00146 3.12075 0.00000 0.00000 0.00000 0.00000 10 0.00151 3.12075 0.00000 0.00000 0.00000 0.00000 13 0.00154 3.12075 0.00000 0.00000 0.00000 0.00000 SUM - 9.05000 18.88145 0.00000 0.00000 0.00000 0.00000 Condition Ic1B=1.17DL +2.0E02 1 4.52861 17.94213 0.00000 0.00000 0.00000 0.00000 4 4.53085 - 7.68708 0.00000 0.00000 0.00000 0.00001 6 -0.00222 5.00175 0.00000 0.00000 0.00000 0.00000 8 -0.00234 5.00175 0.00000 0.00000 0.00000 0.00000 10 -0.00243 5.00175 0.00000 0.00000 0.00000 0.00000 13 -0.00247 5.00175 0.00000 0.00000 0.00000 0.00000 SUM - 9.05000 30.2620 0.00000 0.00000 0.00000 0.00000 Condition Ic2B4.73DL +2.0E02 1 4.52515 15.95944 0.00000 0.00000 0.00000 0.00000 4 4.53075 - 9.56099 0.00000 0.00000 0.00000 0.00000 6 -0.00138 3.12075 0.00000 0.00000 0.00000 0.00000 8 -0.00146 3.12075 0.00000 0.00000 0.00000 0.00000 10 -0.00151 3.12075 0.00000 0.00000 0.00000 0.00000 13 -0.00154 3.12075 0.00000 0.00000 0.00000 0.00000 Pagel 5 28 SUM 9.05000 18.88145 0.00000 0.00000 0.00000 0.00000 Nodal displacements envelope Note.- lc is the controlling load condition Nodal displacements envelope for : Ic1A= 1.170L +2.0EQ1 Ic2A= 0.73DL +2.0EQ1 Ic1 B= 1.17DL +2.0EQ2 Ic2B=1730L +2.0EQ2 Translation Rotation Node X lc Y lc Z Ic Rx lc Ry Ic Rz lc [in] [In] [in] [Rad] [Rad] [Rad] t Max 0.000 Ic1A 0.000 Ic1A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A 0.00043 Ic1B Min 0.000 Ic1A 0.0(0 Ic1A 0.000 lc1A 0.00000 Ic1A 0.00000 Ic1A -0.00043 Ic1A 2 Max 0.071 Ic1A -0.002 Ic2A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A 0.00041 Ic1B Min -0.071 Ic1B -0.002 1018 0.000 Ic1A 0.00000 1c1A 0.00000 Ic1A -0.00041 lc1A 3 Max 0.074 Ic1A -0.001 Ic2B 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A 0.00043 Ic1B Min -0.074 Ic1B -0.002 Ic1A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A -0.00043 Ic1A 4 Max 0.000 Ic1A 0.000 Ic1A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A 0.00045 Ic1B Min 0.000 Ic1A 0.000 Ic1A 0.000 Ic1A 0.00000 lc1A 0.00000 Ic1A -0.00045 Ic1A 5 Max 0.080 Ic1A -0.001 Ic2A 0.000 Ic1A 0.00000 Id A 0.00000 Ic1A 0.00047 lc1B Min -0.080 Ic1B -0.002 Ic1B 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A -0.00047 Ic1A 6 Max 0.000 Ic1A 0.000 Ic1A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A 0.00047 Ic1B Min 0.000 Ic1A 0.000 Ic1A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A -0.00047 Ic1A Max 0.084 Ic1A -0.001 Ic2B 0.000 1c1A 0.00000 Ic1A 0.00000 Ic1A 0.00050 Ic1B Min -0.084 Ic1B -0.002 Ic1A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A -0.00050 Ic1A 8 Max 0.000 OA 0.000 k1A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A 0.00050 1c1B Min 0.000 Ic1A 0.000 Ic1A 0.000 Ic1A 0.00000 Ic1A 0.00000 lc1A 400050 Ic1A Max 0.087 Ic1A -0.001 Ic2A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A 0.00052 Ic1B Min -0.087 lc1B -0.002 k1A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A 400052 lc1A 10 Max 0.000 Ic1A 0.000 Ic1A 0.000 Ic1A 0.00000 Ic1A 0.00000 k1A 0.00052 MB Min 0.000 Ic1A 0.000 Ic1A 0.000 Ic1A 0.00000 k1A 0.00000 1C1A -0.00052 Ic1A 11 Max 0.070 Ic1A 0.000 Ic2A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A 0.00010 Ic1B Min -0.070 101B 0.000 k1B 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A -0.00010 Ic2A 12 Max 0.089 Ic1A -0.001 Ic2A 0.000 Ic1A 0.00000 1c1A 0.00000 Ic1A 0.00053 k113 Min -0.089 1c 1I3 -0.002 Ic1A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A -0.00053 Ic1A 13 Max 0.000 Ic1A 0.000 klA 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A 0.00053 106 Min 0.000 Ic1A 0.000 Ic1A 0.000 Ic1A 0.00000 Ic1A 0.00000 Ic1A -0.00053 Ic1A Paget 5 29 Points of Interest In members J Considered points CONDITION lctA=1.17DL +2.0EQ1 Plane 1 -2 Plane 1 -3 Dist to J Axial Shear V2 M33 Shear V3 M22 Torsion Station [ft] [Kip] [Kip] [Kip•tt] [Kip] [Kip•tt] [Kip•tt] MEMBER 1 0% 0.000 -1.255 0.046 0.000 0.000 0.000 0.000 100% 5.000 -1.255 0.046 -0.229 0.000 0.000 0.000 MEMBER 2 0% 0.000 5.209 0.000 0.000 0.000 0.000 0.000 100% 10.000 5.209 0.000 0.000 0.000 0.000 0.000 MEMBER 3 0% 0.000 3.907 0.000 0.000 0.000 0.000 0.000 100% 10.000 3.907 0.000 0.000 0.000 0.000 0.000 MEMBER 8 0% 0.000 -5.207 0.005 0.047 0.000 0.000 0.000 100% 14.000 -5.207 0.005 0.000 0.000 0.000 0.000 MEMBER 7 0% 0.000 -5.022 0.005 0.000 0.000 0.000 0.000 100% 14.000 -5.022 0.005 -0.041 0.000 0.000 0.000 MEMBER 8 0% 0.000 -5 002 0.002 0.000 0.000 0.000 0.000 100% 14.000 -5.002 0.002 0.000 0.000 0.000 0.000 MEMBER 9 0% 0.000 -5.002 0.002 0.000 0.000 0.000 0.000 100% 14.000 -5.002 0.002 0.000 0.000 0.000 0.000 MEMBER 10 0% 0.000 -5.002 0 002 0.000 0.000 0.000 0.000 100% 14.000 -5.002 0.002 0.000 0.000 0.000 0.000 MEMBER 12 0% 0.000 2.605 0.000 0.000 0.000 0.000 0.000 100% 10.000 2.605 0.000 0.000 0.000 0.000 0.000 MEMBER 13 0% 0.000 6.514 0.020 0.103 0.000 0.000 0.000 100% 5.000 6.514 0.020 0.000 0.000 0.000 0.000 MEMBER 14 0% 0.000 13.432 0.020 0.180 0.000 0.000 0.000 100% 14.888 13.432 0.020 -0.047 0.000 0.000 0.000 MEMBER 16 0% 0.000 - 13.455 -0.008 -0.153 0.000 0.000 0.000 100% 14.886 - 13.455 -0.008 0.041 0.000 0.000 0.000 MEMBER 16 0% 0.000 1.302 0.000 0.000 0.000 0.000 0.000 100% 10.000 1.302 0.000 0.000 0.000 0.000 0.000 MEMBER 17 0% 0.000 -5.002 0.002 0.000 0.000 0.000 0.000 100% 14.000 -5.002 0.002 0.000 0.000 0.000 0.000 Page3 5 30 CONDITION Ic2A -0.73DL +2.0EO1 Plane 1 -2 Plane 1 -3 Dist to J Axial Shear V2 M33 Shear V3 M22 Torsion Station [ft] [Kip] [Kip] [Klp'ft] [Kip] [Kip•ft] [Kipit] MEMBER 1 0% 0.000 -1.255 0.041 0.000 0.000 0.000 0.000 100% 5.000 -1.255 0.041 -0.205 0.000 0.000 0.000 MEMBER 2 0% 0.000 5.206 0.000 0.000 0.000 0.000 0.000 100% 10.000 5.206 0.000 0 000 0.000 0.000 0.000 MEMBER 3 0% 0.000 3.905 0000 0.000 0.000 0.000 0.000 100% 10.000 3.905 0.000 0.000 0.000 0.000 0.000 MEMBER 6 0% 0.000 -3.237 0.005 0.047 0.000 0.000 0.000 100% 14.000 - 3.237. _. _ 0,005 0.000 0.000 0.000 0.000 MEMBER 7 0% 0.000 -3.146 0.004 0.000 0.000 0.000 0.000 100% 14.000 -3.146 0.004 -0.040 0.000 0.000 0.000 MEMBER 8 0% 0.000 -3.121 0.001 0.000 0.000 0.000 0.000 100% 14.000 -3.121 0.001 0.000 0.000 0.000 0.000 MEMBER 9 0% 0.000 -3.121 0.001 0.000 0.000 0.000 0.000 100% 14.000 -3.121 0.001 0.000 0.000 0.000 0.000 MEMBER 10 0% 0.000 -3.121 0.002 0 000 0.000 0.000 0.000 100% 14.000 -3.121 0.002 0.000 0.000 0.000 0.000 MEMBER 12 0% 0.000 2.603 0.000 0.000 0.000 0.000 0.000 100% 10.000 2.603 0.000 0.000 0.000 0.000 0.000 MEMBER 13 0% 0.000 6.510 0.025 0.126 0.000 0.000 0.000 100% 5.000 6.510 0.025 0.000 0.000 0.000 0.000 MEMBER 14 0% - 0.000 13.430 0.020 0.179 0.000 0.000 0.000 100% 14.868 13.430 0.020 -0.047 0.000 0.000 0.000 MEMBER 15 0% 0.000 - 13.442 -0.008 -0.152 0.000 0.000 0.000 100% 14.886 - 13.442 -0.008 0.040 0.000 0.000 0.000 MEMBER 16 0% 0.000 1.302 0.000 0.000 0.000 0.000 0.000 100% 10.000 1.302 0.000 0.000 0.000 0.000 0.000 MEMBER 17 0% 0.000 -3.121 0.002 0.000 0.000 0.000 0.000 100% 14.000 -3.121 0.002 0.000 0.000 0.000 0.000 CONDITION Ic1B =1.17DL +2.0EO2 Station Plane 1 -2 Plane 1 -3 Dist to J Axial Shear V2 M33 Shear V3 1422 Torsion [ft] [Kip] IKIPI [KIP'It] [Kip] [Molt] [Kipit] MEMBER 1 0% 0.000 1.256 -0.020 0.000 0.000 0.000 0.000 100% 5.000 1.256 -0.020 0.102 0.000 0.000 0.000 MEMBER 2 0% 0.000 -5.209 0.000 0000 0.000 0.000 0.000 100% 10.000 -5.209 0.000 0.000 0.000 0.000 0.000 MEMBER 3 0% 0.000 -3.907 0.000 0.000 0.000 0.000 0.000 100% 10.000 -3.907 0.000 0.000 0.000 0.000 0.000 Page4 5 31 MEMBER 6 0% 0.000 -5.274 -0.006 -0.051 0.000 0.000 0.000 100% 14.000 -5.274 -0.006 0.000 0.000 0.000 0.000 MEMBER 7 0% 0 000 -4.956 -0.005 0.000 0.000 0.000 0.000 100% 14.000 -4.956 -0.005 0.035 0.000 0.000 0.000 MEMBER 6 0% 0.000 - 5.002 -0.002 0.000 0.000 0.000 0.000 100% 14.000 -5.002 -0.002 0.000 0.000 0.000 0 000 MEMBER 9 0% 0.000 -5.002 -0.002 0.000 0.000 0.000 0.000 100% 14.000 -5.002 -0.002 0.000 0.000 0.000 0.000 MEMBER 10 0% 0.000 -5.002 -0.002 0.000 0.000 0.000 0.000 100% 14.000 - 5.002 -0.002 0.000 0.000 0.000 0.000 MEMBER 12 0% 0.000 -2.605 ...0.000 0.000 0.000 0.000 0.000 100% 10.000 - 2.605 0.000 0.000 0.000 0.000 0.000 MEMBER 13 0% 0.000 -6.514 -0.045 -0.228 0.000 0.000 0.000 100% 5.000 -6.514 -0.045 0.000 0.000 0.000 0.000 MEMBER 14 0% 0.000 - 13.455 -0.009 -0.157 0.000 0.000 0.000 100% 14.866 - 13.455 -0.009 0.051 0.000 0.000 0.000 MEMBER 15 0% 0.000 13.432 0.019 0.173 0.000 0.000 0.000 100% 14.866 13.432 0.019 -0.035 0.000 0.000 0.000 MEMBER 16 0% 0.000 -1.302 - 0.000 0.000 0.000 0.000 0.000 100% 10.000 -1.302 0.000 0.000 0.000 0.000 0.000 MEMBER 17 0% 0.000 -5 002 -0.002 0.000 0.000 0.000 0.000 100% 14.000 -5.002 -0.002 0.000 0.000 0.000 0.000 CONDITION Ic26 -0.73DL +2.0EO2 Plane 1-2 Plane 1 -3 Dist to J Axial Shear V2 M33 Shear V3 1122 Torsion Station Ih] IKIP] IKIP] IKI08 [KIP] IKIPeit] IKIP'it] MEMBER 1 0% 0.000 1.255 -0.025 0.000 0.000 0.000 0.000 100% 5.000 1.255 -0.025 0.126 0.000 0.000 0.000 MEMBER 2 0% 0.000 -5.206 0.000 0.000 0.000 0.000 0.000 100% 10.000 -5.206 0.000 0.000 0.000 0.000 0.000 MEMBER 3 0% 0.000 -3.905 0.000 0.000 0.000 0.000 0.000 100% 10.000 -3.905 0.000 0.000 0.000 0.000 0.000 MEMBER 6 0% 0.000 -3.303 -0.005 -0.051 0.000 0.000 0.000 100% 14.000 -3.303 -0.005 0.000 0.000 0.000 0.000 MEMBER 7 0% 0.000 -3.080 -0.004 0.000 0.000 0.000 0.000 100% 14.000 -3.080 .0.004 0.035 0.000 0.000 0.000 MEMBER 6 0% 0.000 -3.121 -0.001 0.000 0.000 0.000 0.000 100% 14.000 -3.121 -0.001 0.000 0.000 0.000 0.000 Pages 5 32 MEMBER 9 0% 0.000 -3.121 -0.001 0.000 0.000 0.000 0.000 100% 14.000 -3.121 -0.001 0.000 0.000 0.000 0.000 MEMBER 10 0% 0.000 -3.121 -0.002 0.000 0.000 0.000 0.000 100% 14.000 -3.121 -0.002 0.000 0.000 0.000 0.000 MEMBER 12 0% 0.000 -2.603 0.000 0.000 0.000 0.000 0.000 100% 10.000 -2.603 0.000 0.000 0.000 0.000 0.000 MEMBER 13 0% 0.000 -6.510 -0.041 -0.205 0.000 0.000 0.000 100% 5.000 -6.510 -0.041 0.000 0.000 0.000 0.000 MEMBER 14 0% 0.000 - 13.443 -0 .009 -0.157 0.000 0.000 0.000 100% 14.866 - 13.443 -0 ..009 0.051 0.000 0.000 0.000 MEMBER 15 0% 0.000 13.430 - .. 0.019 0.173 0.000 0.000 0.000 100% 14.866 13.430 0.019 -0.035 0.000 0.000 0.000 MEMBER 16 0% 0.000 -1.302 0.000 0.000 0.000 0.000 0.000 100% 10.000 -1.302 0 00 0.000 0.000 0.000 0.000 MEMBER 17 0% 0.000 -3.121 -0.002 0.000 0.000 0.000 0.000 100% 14.000 -3.121 -0.002 0.000 0.000 0.000 0.000 Maximum forces at members Condition : Ic1 A=1.17DL +2.0Ea 1 Axial Shear V2 Shear VS Torsion M22 M33 (KIV1 Kip] IKIP] IKip'tt] IKip IKiP`tt1 MEMBER 1 Max -1.26 0.05 0.00 0.00 0.00 0.00 Min -1.26 0.05 0.00 0.00 0.00 -0.23 MEMBER 2 Max 5.21 0.00 0.00 0.00 0.00 0.00 Min 5.21 0.00 0.00 0.00 0.00 0.00 MEMBER 3 Max 3.91 0.00 0.00 0.00 0.00 0.00 Min 3.91 0.00 0.00 0.00 0.00 0.00 MEMBER 8 Max -5.21 0.01 0.00 0.00 0.00 0.05 Min -521 0.01 0.00 0.00 0.00 0.00 MEMBER 7 Max -5.02 0.00 0.00 0.00 0.00 0.00 Min -5.02 0.00 0.00 0.00 0.00 -0.04 MEMBER 8 Max -5.00 0.00 0.00 0.00 0.00 0.00 Min -5.00 0.00 0.00 0.00 0.00 0.00 MEMBER 9 Max -5.00 0.00 0.00 0.00 0.00 0.00 Min 3.00 0.00 0.00 0.00 0.00 0.00 MEMBER 10 Max -5.00 0.00 0.00 0.00 0.00 0.00 Page6 5 33 Min -5.00 0.00 0.00 0.00 000 0.00 MEMBER 12 Max 2.60 0.00 0.00 0.00 0.00 0.00 Min 2.60 0.00 0.00 0.00 0.00 0.00 MEMBER 13 Max 6.51 0.02 0.00 0.00 0.00 0.10 Min 6.51 0.02 0.00 0.00 0.00 0.00 MEMBER 14 Max 13.43 0.02 0.00 0.00 0.00 0.18 Min 13.43 0.02 0.00 0.00 0.00 -0.05 MEMBER 15 Max -13.46 -0.01 1)00 0.00 0.00 0.04 Min -13.46 -0.01 0.00 0.00 0.00 -0.15 MEMBER 16 Max 1.30 0.00 0.00 0.00 0.00 0.00 Min 1.30 0.00 0.00 0.00 0.00 0.00 MEMBER 17 - - - -- -- Max -5.00 0.00 0.00 0.00 0.00 0.00 Min -5.00 0.00 0.00 0.00 0.00 0.00 Condition :Io2A- 0.73DL +2.0E01 Axial Shear V2 Shear V3 Torsion M22 M33 (Kip) (KIP] IKIPI IKiri) 1KIVA [apIt] MEMBER 1 Max -1.25 0.04 0.00 0.00 0.00 0.00 Min -125 0.04 0.00 0.00 0.00 -021 MEMBER 2 Max 5.21 0.00 0.00 0.00 0.00 0.00 Min 5.21 0.00 0.00 0.00 0.00 0.00 MEMBER 3 Max 3.90 0.00 0.00 0.00 0.00 0.00 Min 3.90 0.00 0.00 0.00 0.00 0.00 MEMBER 6 Max -3.24 0.00 0.00 - 0.00 0.00 0.05 Min -324 0.00 0.00 0.00 0.00 0.00 MEMBER 7 Max -3.15 0.00 0.00 0.00 0.00 0.00 Min -3.15 0.00 0.00 0.00 0.00 -0.04 MEMBER S Max -3.12 0.00 (I.00 0.00 0.00 0.00 Min -3.12 0.00 0.00 0.00 0.00 0.00 MEMBER 9 Max -3.12 0.00 0.00 0.00 0.00 0.00 Min -3.12 0.00 0.00 0.00 0.00 0.00 MEMBER 10 Max 4.12 0.00 0.00 0.00 0.00 0.00 Min 3.12 0.00 0.00 0.00 0.00 0.00 MEMBER 12 Max 2.60 0.00 0.00 0.00 0.00 0.00 Min 2.60 0.00 0.00 0.00 0.00 0.00 MEMBER 13 Max 8.51 0.03 0.00 0.00 0.00 0.13 Min 6.51 0.03 0.00 0.00 0.00 0.00 MEMBER 14 Max 13.43 0.02 0.00 0.00 0.00 0.18 Min 13.43 0.02 0.00 0.00 0.00 -0.05 MEMBER 15 Pagel 5 34 Max -13.44 -0.01 0.00 0.00 0.00 0.04 Min -13.44 -0.01 0.00 0.00 0.00 -0.15 MEMBER 16 Max 1.30 0.00 0.00 000 0.00 0.00 Min 1.30 0.00 0.00 0.00 0.00 0.00 MEMBER 17 Max - 3.12 0.00 0.00 0.00 0.00 0.00 Min - 3.12 0.00 0.00 0.00 0.00 0.00 Condition :1c113=1.1TDL +2.0E02 Axial Shear V2 Shear V3 Torsion M22 M33 [KIN [Kip) [Kip] [Kip [KIP [KiP'h] MEMBER 1 Max 1.26 -0.02 0.00 0.00 0.00 0.10 Min 1.26 -0.02. ...0.00 - 0.00 0.00 0.00 MEMBER 2 Max -5.21 0.00 0.00 0.00 0.00 0.00 Min -5.21 0.00 0.00 0.00 0.00 0.00 MEMBER 3 Max -3.91 0.00 0.00 0.00 0.00 0.00 Min -3.91 0.00 0.00 0.00 0.00 0.00 MEMBER 6 Max -5.27 -0.01 0.00 0.00 0.00 0.00 Min -5.27 -0.01 0.00 0.00 0.00 -0.05 MEMBER 7 Max -4.96 0.00 0.00 0.00 0.00 0.03 Min -4.98 0.00 0.00 0.00 0.00 0.00 MEMBER 6 Max -5.00 0.00 0.00 0.00 0.00 0.00 Min -5.00 0.00 0.00 0.00 0.00 0.00 MEMBER 9 Max -5.00 0.00 0.00 - 0.00 0.00 0.00 Min -5.00 0.00 0.00 0.00 0.00 0.00 MEMBER 10 Max -5.00 0.00 0.00 0.00 0.00 0.00 Min -5.00 0.00 0.00 0.00 0.00 0.00 MEMBER 12 Max -2.60 0.00 0.00 . 0.00 0.00 0.00 Min -2.80 0.00 0.00 0.00 0.00 0.00 MEMBER 13 Max -8.51 -0.05 0.00 0.00 0.00 0.00 Min -6.51 -0.05 0.00 0.00 0.00 -0.23 MEMBER 14 Max -13.46 -0.01 0.00 0.00 0.00 0.05 Min -13.48 -0.01 0.00 0.00 0.00 -0.16 MEMBER 15 Max 13.43 0.02 0.00 0.00 0.00 -0.17 Min 13.43 0.02 0.00 0.00 0.00 -0.03 MEMBER 16 Max -1.30 0.00 0.00 0.00 0.00 0.00 Min -1.30 0.00 0.00 0.00 0.00 0.00 MEMBER 17 Max -5.00 0.00 0.00 0.00 0.00 0.00 Min -5.00 0.00 0.00 0.00 0.00 0.00 Pages 5 35 Condition : Ic2B�.73DL +2.0EQ2 Axial Shear V2 Shear V3 Torsion M22 M33 [Kip] [Kip] [Kip] [Kip'ft] [Kip•ft] [Kip•ft] MEMBER 1 Max 1.25 -0.03 0.00 0.00 0.00 0.13 Min 1.25 -0.03 0.00 0.00 0.00 0.00 MEMBER 2 Max -5.21 0.00 0.00 0.00 0.00 0.00 Min -5.21 0.00 0.00 0.00 0.00 0.00 MEMBER 3 Max -3.90 0.00 0.00 0.00 0.00 0.00 Min -3.90 0.00 0.00 0.00 0.00 0.00 MEMBER 6 Max -3.30 0.00 0.00 0.00 0.00 0.00 Min -3.30 0.00 0.00 0.00 0.00 -0.05 MEMBER 7 -- - - Max -3.08 0.00 0.00 0.00 0.00 0.03 Min -3.08 0.00 0.00 0.00 0.00 0.00 MEMBER 8 Max -3.12 0.00 0.00 0.00 0.00 0.00 Min -3.12 0.00 0.00 0.00 0.00 0.00 MEMBER 9 Max -3.12 0.00 0.00 0.00 0.00 0.00 Min -3.12 0.00 0.00 0.00 0.00 0.00 MEMBER 10 Max -3.12 0.00 0.00 0.00 0.00 0.00 Min -3.12 0.00 0.00 0.00 0.00 0.00 MEMBER 12 Max -2.80 0.00 100 0.00 0.00 0.00 Min -2.80 0.00 0.00 0.00 0.00 0.00 MEMBER 13 Max -6.51 -0.04 0.00 0.00 0.00 0.00 Min -6.51 -0.04 0.00. 0.00 0.00 -0.20 MEMBER 14 Max -13.44 -0.01 0.00 0.00 0.00 0.05 Min -13.44 -0.01 0.00 0.00 0.00 -0.16 MEMBER 15 Max 13.43 0.02 0.00 0.00 0.00 0.17 Min 13.43 0.02 0.00 0.00 0.00 -0.03 MEMBER 16 Max -1.30 0.00 0.00 0.00 0.00 0.00 Min -1.30 0.00 0.00 0.00 0.00 0.00 MEMBER 17 Max -3.12 0.00 0.00 0.00 0.00 0.00 Min -3.12 0.00 0.00 0.00 0.00 0.00 Maximum relative defections Remark.- Magnitude of deflections in absolute value. CONDITIONc1 A=1.17DL +2.OEC 1 Member Defl. (2) [In] Dell. ( [In] C(%) 1 0.00164 (< 1/10000) 57.50000 0.00000 (<1.110000) 0.00000 2 0.00000 (< 1/10000) 60.00000 0.00000 (< U10000) 0.00000 3 0.00000 (<1.110000) 80.00000 0.00000 (< U10000) 0.00000 6 0.00041 (< U10000) 42.50000 0.00000 (< U10000) 0.00000 7 0.00036 (< 1/10000) 57.50000 0.00000 (< 110000) 0.00000 8 0.00000 (< U10000) 20.00000 0.00000 (< 1/10000) 0.00000 Page9 5 3E 9 0.00000 (< L/10000) 20.00000 0.00000 (< 1110000) 0.00000 10 0.00000 (< U10000) 20.00000 0.00000 (< U10000) 0.00000 12 0.00000 (< 1110000) 75.00000 0.00000 (<1110000) 0.00000 13 0.00073 (<U10000) 42.50000 0.00000 (<U10000) 0.00000 14 0.00794 (< 1110000) 37.50000 0.00000 (< 1110000) 0.00000 15 0.00820 (< U10000) 40.00000 0.00000 (< U10000) 0.00000 16 0.00000 (< U10000) 60.00000 0.00000 (< 1110000) 0.00000 17 0.00000 (< U10000) 20.00000 0.00000 (< 1110000) 0.00000 CONDITIONc2A=0.73DL +2.0E01 Member Defl. (2) [In] @( %) Dell. (3) [In] @( %) 1 0.00148 (<U10000) 57.50000 0.00000 ( <U10000) 0.00000 2 0.00000 (< 1/10000) 57.50000 0.00000 (< 1110000) 0.00000 3 0.00000 - (< 1110000) - 80.00000 0.00000 (<1/10000) 0.00000 6 0.00041 (< 1110000) 42.50000 0.00000 (< U10000) 0.00000 7 0.00038 (< U10000) 57.50000 0.00000 (< U10000) 0.00000 8 0.00000 (< U10000) 20.00000 0.00000 (< U10000) 0.00000 9 0.00000 (< U10000) 20.00000 0.00000 (< U10000) 0.00000 10 0.00000 (< U10000) 20.00000 0.00000 (< 1110000) 0.00000 12 0.00000 (< U10000) 77.50000 0.00000 (< 1110000) 0.00000 13 0.00090 (< U10000) 42.50000 0.00000 (< 1110000) 0.00000 14 0.00793 (< U10000) 37.50000 0.00000 (< 1110000) 0.00000 15 0.00819 (< 1110000) 40.00000 0.00000 (< U10000) 0.00000 16 0.00000 (< U10000) 60.00000 0.00000 (< U10000) 0.00000 17 0.00000 (< 1110000) 20.00000 0.00000 (< U10000) 0.00000 CON DITIONc113=1.17DL +2.0E02 Member Dell. (2) [In] C(%) Den. ( [In] @( %) 1 0.00073 (< 1110000) .57.50000 0.00000 (< U10000) 0.00000 2 0.00000 (c U10000) -. 57.50000 0.00000 (< 1110000) 0.00000 3 0.00000 (< 1110000) 80.00000 0.00000 (< U10000) 0.00000 8 0.00045 (< U10000) 42.50000 0.00000 (< U10000) 0.00000 7 0.00031 (< 1110000) 57.50000 0.00000 (< U10000) 0.00000 8 .0.00000 (< U10000) 20.00000 0.00000 (< 1110000) 0.00000 9 0.00000 (< U10000) 20.00000 0.00000 (< 1110000) 0.00000 10 - 0.00000 (< U10000) 20.00000 0.00000 (< 1110000) 0.00000 12 0.00000 (<1.110000) 22.50000 0.00000 (< U10000) 0.00000 13 0.00183 (< U10000) 42.50000 0.00000 (< U10000) 0.00000 14 0.00792 (< 1/10000) 37.50000 0.00000 (< 1110000) 0.00000 15 0.00814 (<1110000) 37.50000 0.00000 (< U10000) 0.00000 18 0.00000 (< U10000) 80.00000 0.00000 (< 1110000) 0.00000 17 0.00000 (< 1110000) 20.00000 0.00000 (< U10000) 0.00000 CON DRIONc2f3=0.73DL +2.0E02 Member Den. (2) 0n] C(%) Defl. (3) [In] @( %) 1 0.00090 (< U10000) 57.50000 0.00000 (< U10000) 0.00000 2 0.00000 (< U10000) 57.50000 0.00000 (< U10000) 0.00000 3 0.00000 (<1.110000) 80.00000 0.00000 (< U10000) 0.00000 6 0.00045 (< U10000) 42.50000 0.00000 (< U10000) 0.00000 7 0.00031 (< U10000) 57.50000 0.00000 (< 1110000) 0.00000 8 0.00000 (< U10000) 20.00000 0.00000 (< U10000) 0.00000 Page10 5 37 9 0.00000 (< 1/10000) 20.00000 0.00000 (< 1/10000) 0.00000 10 0.00000 (< U10000) 20.00000 0.00000 (< U10000) 0.00000 12 0.00000 (< 1/10000) 22.50000 0.00000 (< U10000) 0.00000 13 0.00148 (< U10000) 42.50000 0.00000 (< 1/10000) 0.00000 14 0.00792 (< U10000) 37.50000 0.00000 (< U10000) 0.00000 15 0.00814 (< U10000) 37.50000 0.00000 (< U10000) 0.00000 16 0.00000 (< 1/10000) 60.00000 0.00000 (< U10000) 0.00000 17 0.00000 (< 1/10000) 20.00000 0.00000 (< U10000) 0.00000 Pagell 5 3R 7345 CA bLe - rPd ' Co - 4l/nilJ CL 3I4r—ab fl241ES Non. —64 A .rasa �K A y A y C .35.Cc ea -- :14s [3v -, 3 (4" = G3 , 2- C7o ueaL05 4, , o2Rlcs D SS A L ` Orgec d i n - - - l_$$ , 13 C' Q — - • 0.36 ' LISE AL. I /2_ C r4x t 0 it C e ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description RAW GA - ES Project /xf,J�T W wtt 4 By Checked Scale Date (2(¢106 Date Sheet No. Job No. A 9 06(r"l -lo `N • 1 / F,c c gave P14 C Gat LO Cr, ionse / 992 60-.59: A 1 pp' ( A 012.2 0.36 064` p 5144 ( "wla 1 : i o y Cab11€C-7oN Assuiia 3 '4 '43.25 3aiTS 11!1' ! rfI l� - (1714 - ?V = D2s(CfOkz1)f0.44 frta_rs _ 97`Lf Ix P2" IAM AC aiEBPI�AIUC) otrtsen Zr J 1 fib "I[ 4C- 16 - 7---r- I = ---11-4,4-...-1—,-7---1-71-- j -- d4 - � rz e , e ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 6 = j = 0.6606 ' a a oe . o, r = n+ °± =T = 0:625 • ex 8�C PLhlE— Desaiption `'F CoIJNELT/OliS' Project _(uey r fi tter/LA GomleC.TYO QL?1E 4' 1 -5 Scale Job No. 0 0 j rTSciY7 x ?8 usE -2.2- I. o Date 1 2-, (2 /oc Date By MTh Checked Sheet No. 5 4n PR.YI,U$ AtT /Ou (GOpr't) /Lao, , Comu. Ptd Te TNK. b� FLac -lit JeZ- �l�oal E wEL D J4A b' p E5 ( 1 b° TS coy iks 1' i � .! f� P-:::-. fr 62C :: 0 b l eklse i tPst Sz.2 j ., -- I L., _F+' I /' ecraTIPE T er n s, ?f r »rc • ica ken 'up Pl et i 4� 3l3 atT r at i I • • • • • • • e 0 ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description pr £ gJeCT,ONS Project Oc r - 72 tLJaCt- Checked Scale Job No. OC 187-/ Date 1 2./146 Date Sheet No. 5 41 • Description General Information Loads Allowable Soil Bearing Short Term Increase Seismic Zone Biaxial Applied Loads Live & Short Term Combined fc Fy Concrete Weight Overburden Weight Applied Vertical Load... Dead Load Live Load Short Term Load Applied Moments... Dead Load Uve Load Short Term Applied Shears... Dead Load Uve Load Short Term 4,000.0 psf 1.333 3 3,000.0 psi 60,000.0 psi 150.00 pd 400.00 psf 40.500 k 9.000 k 6.500 k ;mates Rotation about Y -Y Axis (pressures C left & right) k -ft k -ft k -ft Creates Rotation about Y -Y Axis (pressures C left & right) 19.000 k 3.500 k 2.500 k "X' Ecc, of Resultant 15.611 In 16.094 in "Y' Ecc, of Resultant 0.000 in 0.000 in X -X Min. Stability Ratio Y -Y Min. Stability Ratio Footing Design Vu a Left Vu a Right Vu a Top Vu a Bottom Moments Mu a Left Mu a Right Mu a Top Mu a Bottom No Overturning 2.796 39.32 psi -4.49 psi 17.39 psi 17.39 psi ACI C-1 -1.83 k -ft 12.63 k -ft 5.48 k -ft 5.48 k -ft 1.500 :1 41.88 psi -4.90 psi 18.42 psi 18.42 psi AC) C -2 -1.76 k -ft 13.46 k -ft 5.82 k -ft 5.82 k -ft Title : Dsgnr: Description : Scope: Rev: 580001 User. KW-0805155, Ver 5.8.0, 1- Dec -2003 General Footing Analysis & Design (e)1983 -2003 ENERCALC Ergineenng Software Braced Frame Founda Dimensions... Width along X -X Axis Length along Y -Y Axis Footing Thickness Col Dim. Along X -X Axis Col Dim. Along Y -Y Axis Base Pedestal Height Min Steel % Rebar Center To Edge Distance Shear Forces ACI C -1 ACI C -a ACI C-3 Vn • P i Two-Way Shear 28.05 psi 40.68 psi 23.58 psi 186.23 psi One -Way Shears... 24.87 psi -3.37 psi 10.71 psi 10.71 psi AC) C-3 -1.20 k -ft 7.99 k -ft 3.37 k -ft 3.37 k -ft ...ecc along X -X Axis 0.000 in ...ecc along Y -Y Axis 0.000 in Shear Stresses.... 1 -Way 2 -Way Creates Rotation about X -X Axis (pressures C top & bot) k -ft k -ft k -ft Creates Rotation about X -X Axis (pressures fa top & bot) k k k 41.876 40.678 Job # Date: 9:16AM, 18 DEC 06 Page 1 Dwell Calculations.ecw:Calculations Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 7.500 ft 7.500 ft 16.00 in 20.00 in 20.00 in 42.000 in 0.0014 3.50 in Caution: X(static)ecc >Wid 7.50ft x 7.50ft Footing, 16.0in Thick, w/ Column Support 20.00 x 20.0Oin x 42.0in high 7.50ft x 7.50ft Footing, 16.0in Thick, w/ Column Suppo 7 +II, DL +LL +ST Max Soll Pressure 3,034.1 3,324.7 psf Max Mu Allowable 4,000.0 5,332.0 psf Required Steel Area 0.346 in2 per ft Actual Allowable 13.457 k -ft per ft Vn a Phi 93.113 psi 186.226 psi 93.11 psi 93.11 psi 93.11 psi 93.11 psi Ru / Phi As Rea'd 12.5 psi -0.35 in2 per ft 95.7 psi 0.35 in2 per ft 41.4 psi 0.35 in2 per ft 41.4 psi 0.35 in2 per ft & 91 • Rev: 580001 User: KW-0005155. Ver 5.8.0, 1- Dec2003 ` (e)1983-2003 ENERCALC Engineering Software a•s Description Braced Frame Foundation Soil Pressure Summary —a_ ,„ Service Load Soil Pressures Bottom- Top -Rig Bottom- Top -Lef 3,034.10 3,034.10 0.00 0.00 psf 3,324.67 3,324.67 0.00 0.00 psf DL + LL DL + LL + ST Factored Load Soil Pressures ACI Eq. C-1 Ad! Eq. C -2 ACI Eq. C-3 ACI C -1 & C-2 DL ACI C-1 & C -2 LL ACI C -1 & C-2 ST ....seismic = ST • : General Footing Analysis & Design 4,345.73 4,579.19 2,764.80 ACI Factors (per ACI 318-02, applied Internally to entered loads) 4,345.73 4,579.19 2,764.80 1.400 ACI C-2 Group Factor 1.700 ACI C-3 Dead Load Factor 1.700 ACI C -3 Short Term Factor 1.100 Used in ACI C -2 & C-3 Title : Dsgnr. Description : Scope: 0.00 0.00 0.00 Job # Date: 9:16AM, 18 DEC 06 Page 2 Owest Cakulatioru.ecw:Calcutations 0.00 psf 0.00 psf 0.00 psf 0.750 Add "I "1.4" Factor for Seismic 0.900 Add "I "0.9" Factor for Seismic 1.300 1.400 0.900 E 2 e Rev: 580001 User. KW-0805155, Ver 5.8.0, 1-Dec-2003 9 Analysis Design General Footin Anal sis & Desi n Page 1 (0)1983 -2003 ENERCALC Engineering Software Owest Calculatione.ecw:Cakulations man Description Braced Frame Foundation At Slab Elevation General Information Allowable Soil Bearing 4,000.0 psf Short Term Increase 1.333 Seismic Zone 3 Biaxial Applied Loads Live & Short Term Combined fe Fy Concrete Weight Overburden Weight Loads Applied Vertical Load... Dead Load Live Load Short Term Load Applied Moments... Dead Load Live Load Short Term Applied Shears... Dead Load Live Load Short Term 3,000.0 psi 60,000.0 psi 150.00 pd 400.00 psf 40.500 k 9.000 k 6.500 k creates Rotation about Y -Y Axis (pressures © left & right) k -ft k -ft k -ft creates Rotation about Y -Y Axis (pressures © left & right) 19.000 k 3.500 k 2.500 k 5.00ft x 5AOft Footing, 15.0in Thick, w/ Column Support 10.00 x 10.00in x 0.0in high 5.00ft x 5.00ft Footing, 15.0in Thick, w/ Column Suppo pL +I L pL +(-L +ST Actual Allowable 3,906.4 4,316.4 psi Max Mu 10.134 k -ft per ft 4,000.0 5,332.0 psf Required Steel Area Max Soil Pressure Allowable 'X Ecc, of Resultant "Y' Ecc, of Resultant X -X Min. Stability Ratio Y -Y Min. Stability Ratio 5.281 in 0.000 in No Overtuming 5.833 5.326 in 0.000 in 1.500 :1 Footing Design Shear Forces ACI C-1, ACI C-Z Two-Way Shear 46.09 psi 67.97 psi One -Way Shears... Vu 0 Left 34.09 psi 37.03 psi Vu 0 Right 9.75 psi 10.78 psi Vu 0 Top 21.92 psi 23.91 psi Vu 0 Bottom 21.92 psi 23.91 psi Moments ACI C-1 ACI C-2 Mu 0 Left 3.09 k -ft 3.40 k -ft Mu 0 Right 9.33 k -ft 10.13 k -ft Mu 0 Top 6.21 k -ft 6.78 k -ft Mu 0 Bottom 8.21 k -ft 6.76 k -ft Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Dimensions... Width along X -X Axis 5.000 ft Length along Y -Y Axis 5.000 ft Footing Thickness 15.00 in Col Dim. Along X -X Axis 10.00 in Col Dim. Along Y -Y Axis 10.00 in Base Pedestal Height 0.000 in ACI C3 Title : Job # Dsgnr. Date: 9:16AM, 18 DEC 06 Description : Scope: Min Steel 54 Rebar Center To Edge Distance 39.47 psi 21.65 psi 6.07 psi 13.88 psi 13.86 psi Mc,-3 1.93 k -ft 5.93 k -ft 3.93 k -ft 3.93 k -ft ...ecc along X -X Axis 0.000 in ...ecc along Y -Y Axis 0.000 in Shear Stresses.... 1 -Way 2 -Way Creates Rotation about X -X Axis (pressures © top & bot) k -ft k -ft k -ft Creates Rotation about X -X Axis (pressures © top & bot) k k k V •P i 186.23 psi Ya 37.031 67.971 0.0014 3.50 in Footing Design OK 0.324 in2 per ft Vn • Phi 93.113 psi 186.226 psi 93.11 psi 93.11 psi 93.11 psi 93.11 psi Ru 1 Phi As Read 28.5 psi 0.32 in2 per ft 85.1 psi 0.32 in2 per ft 56.8 psi 0.32 in2 per ft 56.8 psi 0.32 in2 per ft 6 03 • • Rev: 580001 User KW- 0605155, Ver 5.8.0, 1 •Dec.2003 (c)1983 -2003 ENERCALC Engineering Software ®a0 Braced Frame Foundation At Slab Elevation Description Soil Pressure Summary wwwwwwwarasa Service Load Soil Pressures DL + LL DL + LL + ST Factored Load Soil Pressures ACI Eq. C-1 ACI Eq. C -2 ACI Eq. C-3 ACI Factors (per ACI 318 -02, applied internally to entered loads) ACI C-1 & C-2 DL ACI C-1 & C-2 LL ACI C-1 & C-2 ST ....seismic = ST • : General Footing Analysis & Design Bottom - 3,906.39 4,316.39 5,633.98 6,042.94 3,587.43 Top -Rig 3,906.39 4,316.39 5,633.98 6,042.94 3,587.43 .all■tO1111 1.400 ACI C -2 Group Factor 1.700 ACI C -3 Dead Load Factor 1.700 ACI C-3 Short Term Factor 1 100 Used in ACI C-2 & C -3 Title : Dsgnr. Description : Scope: Bottom - 1,206.39 1,316.39 1,739.91 1,842.94 1,094.07 Job # Date: 9:16AM, 18 DEC 06 Page 2 t Cal ulations.ewr.Calculations Top-Lef 1,206.39 psf 1,316.39 psf 1,739.91 psi 1,842.94 psf 1,094.07 psf 0.750 Add'! "1.4" Factor for Seismic 0.900 Add"! "0.9" Factor for Seismic 1.300 1.400 0.900 August 21, 2007 Dennis Martinez JP Francis & Associates,Inc. 8223 S 222 St Kent WA 98032 RE: Request for Extension Mechanical Permit No. M06 -284 Qwest Communications — 6101 S 180 St Dear Mr. Martinez: This letter is in response to your written request for an extension to Permit No. M06 -284. As stated in your letter and confirmed by the Building Official, an extension to this current permit is to be granted. The City of Tukwila Building Division will be extending your permit an additional 90 days (through December 10, 2007). Additionally, the contractor information has been updated in our system for both the building and the mechanical permit. In order to have the current information in the field, a representative needs to come in and sign for the updated permits. If you should have any questions, please contact our office at (206) 431 -3670. File: Permit No. M06 -284 City of Tukwila Department of Community Development Steve Lancaster; Director P:Went CenterExtension LetteraWemub\200t1M06 -284 Pent Extension.doc Page 1 of 1 Jim Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 -431 -3665 & associates inc. Contractors August 16 2007 Jennifer Marshall Permit Technician City of Tukwila RE: Permit No. M06 -284 6101 S 180 ST Tukwila Dear Jennifer, Telephone (253) 872 -8950 • Fax (253) 872 -8953 8223 South 222nd Street, Kent, WA 98032 Your office issued a nol:ice to Jim Milliron of CEC that his permit will be expiring. This notice is included with the letter, as well as J P Francis General Contractors License. I spoke to Bob Benedicto and informed him that JP Francis will be assuming the role as General Contractor for the remaining task at this project. At this time JP Francis is requesting that you transfer the permit to our name and that we have an extension of 90 days. This is needed to continue to fabricate and install the chilled piping system in the mechanical room. As per my conversation with Bob, he wanted me to sent this to you. Bob stated that this would not be a problem. JP Francis has a business license as well as a Fire Permit and Street Closure Permit with the City of Tukwila. JP Francis is the Mechanical Contractor of record for the current phase of this work and will complete our task by October 31', 2007. Should more time be needed JP Francis will ask for an additional extension. Should you have any questions you can contact my e-mail dennis @ jpfrancis.com or (206) 423 -3482 Mobile. Respectfully Dennis Martinez aE.r;r ?n r; =naT1 " Project Superinten ent im IIDI» Nr 124to191' Equal Opportunity Employer RECEIVED CITY OF Tt1KWILA AUG 20 210 07 -31 -2007 JAMES MILLIRON 6101 S 180 ST TUKWILA WA 98188 RE: Permit No. M06 -284 6101 S 180 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writinr and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 09/10/2007 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Ter Marshall, Permit Technician xc: Permit File No. M06 -284 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director W m27 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 December 28, 2006 James Milliron 6101 S 180 St Tukwila WA 98188 RE: Letter of Incomplete Application # 1 Mechanical Permit Application M06 -284 Qwest Communications — 6101 S 180 St Dear Mr. Milliron: This letter is to inform you that your application received at the City of Tukwila Permit Center on December 27, 2006 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department(s) need to be addressed: BulldinE Department: Allen Johannessen, at 206 433 -7163, if you have any questions concerning the following comments. 1. Provide separate mechanical drawings and a site plan. Please address the above corrmlents.in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made In person and will not be accepted through the mail. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Enclosures File: Permit M06 -284 City of Tukwila Department of Community Development P:VennifeAincomplete Letters \2006\MechanicalVN06 -284 Incomplete t.tr #I .DOC • Steven M. Mullet, Mayor Steve Lancaster, Director • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M06 -284 DATE: 01 -08 -07 PROJECT NAME: QWEST COMMUNICATIONS SITE ADDRESS: 6101 S 180 ST Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: L 2• Bur Division Public Works D 6 frab Fire Prevention I �� 1 Structural DETERMINATION OF COMPLETENESS: (rues., Thurs.) Complete Comments: Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 ❑ Permit Coordinator ❑ DUE DATE: 01-09-07 No further Review Required DATE: DUE DATE: 02-06-07 Not Approved (attach comments) ❑ DATE: Planning Division Not Applicable ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Bui g sion Public Works Complete ❑ Comments: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M06 -284 DATE: 12 -27 -06 PROJECT NAME: QWEST COMMUNICATIONS SITE ADDRESS: 6101 S 180 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued re* Fire Prevention Structural DETERMINATION OF COMPLETENESS: (rues., Thurs.) Incomplete TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: Permit Center Use Only INCOMPLETE LETTER MAILED: 12-1V6 (Cy LETTER OF COMPLETENESS MAILED: Departments determined incomplete: 'Bldg it Fire ❑ Ping ❑ PW ❑ Staff Initials: Planning Division Permit Coordinator No further Review Required DATE: DATE: • • DUE DATE: 12 -28-06 Not Applicable ❑ DUE DATE: 01-25-07 Approved with Conditions ❑ Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Date: Ott 0 11 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206431 -3665 Web site: http: / /www.cttukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: M06 -284 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Qwest Communications Project Address: 6101 S 180 St Contact Person: 37ft /47. %// r)" Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVE'', JAN -8 2007 PERMVU i GENT t. Phone Number: GOV -59- a 962 Summary of Revision: L /YOlerho / So�4•de �PcAa.1 Pre / Dra w , 'njJ anti s,'7a tJa Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 01 Lv W l \applications Worms- applications on line\revision submittal Created: 8 -13 -2004 Revised: License Information License JPFRAAIO22RU Licensee Name J P FRANCIS & ASSOCIATES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601919250 Ind. Ins. Account Id 96504900 Business Type CORPORATION Address 1 8223 S 222ND ST Address 2 City KENT County KING State WA Zip 98032 Phone 2538728950 Status ACTIVE Specialty I GENERAL Specialty 2 UNUSED Effective Date 12/31/1998 Expiration Date 1/8/2009 Suspend Date Separation Date Parent Company Previous License JPFRAA *288R0 Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #6 DEVELOPERS SURETY & INDEM CO 744081 C 12/21/2006 Until Cancelled 12/21/2001 512,000.00 10/24/2006 Business Owner Information Name Role Effective Date Expiration Date LYONS, DAVID T AGENT 01/01/1980 FRANCIS, JULIUS P PRESIDENT 12/31/1998 BARRINGER, JOHN D VICE PRESIDENT 12/21/2001 Look Up a Contractor, Electric.; an or Plumber License Detail Page 1 of 2 tar' Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L&I 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. https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= JPFRAAIO22RU 03/14/2007 ~ I I " I 1.7 • 1 •• f 1 • 1 F . • . _.1 . . •_4 . • .• ., .... 1291 .2 • . •,•:�, •. ... ..,^ _•. . ▪ I. • • � • .. • •,7 4 T-4 - -. '"' -. * . . , • . y ....w. � ,...._ �.�. r��, •�rww — ymrp.• j �" �• • r J t' w $ •1 • !1 • 1 , i• .• I . s ; $1 :�2 ' :i . Su 3 zy i,• • " I t'i •w .-- 4 ; ;J.. -:711 •fly F ;1 , ;; ..y• '. 'x t• 1 I r • ......... 4 La.. ..14•••.=... • ■• I i • .: ry iiiti . • . i 1 r 1 • .41! : . 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" ixeAPa`a7Bf5 1 3 ,4p - C ."- 4 , -Yt e• PLi r S 7 ^ 7 (A -) R i -1O YC( s i • /1 ;. y `r +s 'a • • ;• •'• a' 44 • • ,••• F • 5 . i.. +L. e • I a i 1#111 PT sk • GWES1 c lk9KINg • I • S. r • ff • T • • • • .•i5400.nt ) 3 ,�.iilw.rl. • , • 4r. ri .r. �, mob' • • B SE ALE DRIVE IY N J • 01E5i ,Ili 0 a fww+rrrr ..'. rswww - I No changes shall be made to to scope without prior approval cf TkihwilaJ CuRf2n j 1 4vr.c �. +d■ NOTE: R. visiihrls v',I rcqu :•e a rc': r pi.:n cutt-nreal and may #r:Ciud3 „ddition:A p., it rc:v; ;M fees. 1' J.i.Z - • • SEPARATE PERMIT REQUIRED FOR: D Mechanical Vf Electrical iumbing Gas Piping City of Tukwila BUILDING DIVISION 1'= 50' -0' . • .k • SITE PLAN ww • Plan review approval Is subject to errors and omissions. Approval of construction documents does not auk the violation cf cny accep ed code or ordinanc?. Rem of approved Fled Ccpy a ^d cond :tiors is aciaiowledged: • By Date: / 3 , a+ I IC P AF KINC :9,3 RAZ= • E NG; PSI;III7 NOT IN . • • , FILE Ptrrnit No. , City of Tukwila WILDING DIVISION • • +r s S. • • • a .1 • r e . „..zositie �1. REVIEWED FOR CODE COMPLIANCE FEB - 6 2001 City Of likwila BUILDING DIVISION 1 Acc Q ;fl '�T _. EIVED MO TUKWILA JAN J 8 2001 PERNATGENTER INCOMPLETE LT R# COMMUNICATIONS ENGINEERING CONSULTANTS All drawings and written materials appearing herein constitute the original and unpublished work of the Engineer and may not be duplicated, used or disclosed without prior written consent. CONSULTANTS SEAL MECHANICAL/ELECTRICAL ENGINEERING: 6820 LAUFFER ROAD, COLUMBUS, OHIO 43231 PHONE: (614)884 -0368 FAX:614- 884 -0846 CARLETTI ARCHITECTS RS. architecture & pnh 116 EAST FIR STRET, SUITE A MOUNT VERNON, WA. 98273 Phone: (360) 424 -0394 Qwest. — 12/18/06 — 11/29/06 — 10/30/06 — 10/25/06 09/11/06 — 38/25/OE REV. DATE SITE PLAN PROJECT NO: COMMISSION DATE: DESIGNED BY: (f� Spirit of Service" n DRAWN BY: RIA J PETI CHECKED BY: PETER GARLETTI PLOT DATE: LCD 100% PLAN RVW /BID SET 75% DESIGN DEVELOPMENT 50% DESIGN DEVELOPMENT DESIGN REVIEW HOSTING CONCEPT REVIEW DESIGN DEVELOPMENT DESCRIPTION LUG TYPE DUI ILRFLY VALVE LIQUID FILLED PRESSURE GAUGE & DALL VALVE WITH L "' DALL VALVE FOR DIFFERENTIAL PRESSURE SENSOR LUG TYPE DUTTERFLY VALVE STRAINER WITH DALL VALVE TYPE DLOW DOWN VALVE STAINLESS STEEL DRAIPED FLEXIDLE PIPE GONNEGTOR THERMOMETER GiILLER NO. 4 i •• c7i - 1 I/ \I 0 1 AI I \ � — z I (( I I CONDENSER 1 EVAPORAT L _ 1,095 GPM P ean LUG TYPE DUTTERFLY VALVE WITH DLINP FLANGE LUG TYPE BUTTERFLY VALVE WITH BLIND FLANGE GOOLINS TOWER NO 4 • ri• A SUMP SWEEPER CONNECTION FOR FUTURE USE I� rJ I i / I (l I LGGNDENEI2 LEVAPO??ArORJ GRILLER NO 4 THERMOMETER TEMPERATURE SENSOR & WFI ATG GONPENSER EQUALIZING LINE CONNECTION f ANKED OFF FOR FUTURE CHILLER NO. 3 ELECTRICAL SUMP HEATER IOKW /450V /SINGLE PHASE MECHANICAL CONTRACTOR SHALL A55EMDLE & INSTALL SUMP HEATER INCLUDING ANP FIELD INSTALLED GONTRAGTORS ANP RFIAYS NO SCALE RIO 0 NO SCALE 1 1,495 GPM - STAINLESS STEEL DRAIDED FLEXI(3LE PIPE CONNECTOR BALANCING VALVE WITH DIFFERENTIAL SENSING PORT ® GHEGK VALVE DG EVAPORATOR 9 LLJS TYPE BUTTERFLY VALVE LIQUID FIL L FD PRESSURE GAUGE & BALL VALVE WITH a" 'ALL VALVE FOR 2IFFERENTIAL PRESURE SENSOR LUG TYPE BUTTERFLY VALVE 2" MUW CONNECTION Al TOWER SUMP 3 " OVERFLOW CONNECT ION LUCK TYPE DLTTERFLY VALVE GON2ENSER GRILLER NO 2 D4 D Q 0 EVAPORATOR — 0 1,495 C,PM CHILLED WATER SCHEMATIC DIAGRAM D4 D4 GOOL.ING TOWER No 3 r a g . . wv W4 • • Z" PRAIN GALL - -I VALVE LUG TYPE BUTTERFLY VALVE TEMPERATURE SENSOR & WM I BY ATG row POO AJW MEM .mI CONDENSER WATER SCHEMATIC DIAGRAM LIQUID ILI FP PRESSURE GAUGE & BALL VALVE. W "' ITH BALL VALVE FOR DIFFERENTIAL PRESSURE SENSOR ■ a p % a 1,950 GPM GHII I FR NO. 3 3 /4 DALL VALVE FOR GNPW LOWDOWN AND METERING OGNI2ENSER GIHILLER NO I THERMOMETER ggg 0 EVA 1,495 GPM _ _C.- TEMPERATURE WFI I BY ATG L LIQUID FILLED VALVE. WITH DIFFERENTIAL Z REDUCED PRESSURE DAGKFLOW PREVENTOR WITH 2" ISOLATION DALL VALVES LUG TYPE BUTTERFLY VALVE FULL SIZE AIR SAP - E,XTEND FILL SIZE PRAIN PIPINS TO NEAREST FLOOR PRAIN SENSOR & PRESSURE GAUGE & BAI J ,47" HALL VALVE FOR PRESSURE SENSOR 44? z f LUG TYPE NJrTERFLY VALVE STRAINER WITH GALL VALVE TYPE DLOW DOWN VALVE :'fie • t DA,_ iL1i11 • STAINLESS STFFI DRAIDED --� Fl FXIDLE PIPE CONNECTOR THERMOMETER EMERGENCY BYPASS VALVE TO COOLING TOWER MAKE -UP k ' SAFETY RELIEF VALVE SET AT 125 PSI Z" DALL VALVE FOR MANUAL FILL D4 D " ISOLATION BALL VALVE COOLING TOWER NO. Z 2' ISOLATION GALL VALVE EXTEND FLLL SIZE RFI IEF VENT TO NEAREST FLOOR DRAIN kw 42 Iti1 %11 CONDENSER LUG TYRE DUrTERFLY VALVE 1,950 GPM CHILLER NO. 2 2880 GPM x LUG TYPE DUTTERFLY VALVE LUCK TYPE !:PUTI`ERLY VALVE LIQUID FILLED PRESSURE GAUGE & BALL VALVE WITH L " I3AI I VALVE FOR DIhrLRENTIAL PRESSURE SENSOR TEMPERATURE SENSOR & WFII DY ATG A C 0 EVAPORATOR /-- LUG TYPE DUTTERFLY VALVE GHEGK VALVE p } BALANCING VALVE WITH DIFFERENTIAL 5EN5ING PORT LIQUID FII I FP PRESSURE D4 GAUGE WITH 130 I VALVE H" ISOLATION ALL VALVE PRESSURE REDUCING MAKE -UP WATER BALL VALVE EMER&ENGY DYPASS VALVE PROVIDE SEISMIC BRACING AS REQUIRED DY THE LOCAL COPE CHARGING VALVE FACTORY SET AT IZ P51, ADJUST FOR ACTUAL SYSTEM PRESSURE COORDINATE WITH WATER DALANGINe CONTRACTOR STAINLESS STFFI BRAIDED FLEXIi3LE PIPE GONNEGTOR Ib " FULL 517E DYPASS LIQUID FII I FD PRESSURE GAUGE & PALL VALVE. WITH 1 4" BALL VALVE FOR DIFFERENTIAL PRESSURE SENSOR Ivy ate. • >4 EXTEND FULL SIZE. AIR VENT TO FLOOR DRAIN 48' HIGH FLOOR MOUNTING SKIRT SECURE AIR SEPARATOR TO CONCRETE HOUSEKFFPING PAP AS PER LOCAL SEISMIC REQUIREMENTS STAIN F55 STEEL DRAIDED FLEXIBLE PIPE CONNECTOR STRAINER WITH BAIL VALVE TYPE BLOW DOWN VALVE LUG TYPE. DJTTERFLY VALVE _ SUPPORT FROM STRUCTURE WITH THREADED RODS ANP STEEL ANGLE EXPANSION TANK EX -I SECONDARY 1� SUPPLY & RETURN UP TO ROOF PROVIDE SADDLE TYPE CRADLE BALL VALVE TYPE DRAIN SUPPORT FOR TANK INSTALLATION WITH HOSE DIDD AND GAP INSULATE TANK, PIPING AND HANGER /SADDLES COOLING TOWER NO raft; rawArgaRrim :Sum. Sum. goa24 1,950 GPM EVAPORATOR GRILLER NO. I 5TAINLES6 STEEL DRAPED' FLEXILE PE CONNECTOR DAL_ANGING VALVE WITH DIFFERENTIAL SENSING PORT 1 VALVE LUG TYPE i3UTTERFLY VALVE LUG TYPE DUTTERFLY VALVE WITH DLIND FLANGE AND WEATHER PROOF INSULATION LIQUID FILLED PRESSURE GAUGE & DALE VALVE WITH a" DALL VALVE FOR DIFFERENTIAL PRESSURE SENSOR 2" FULL SI7F AUTOMATIC AIR VENT WITH DALL VALVE FOR ISOLATION AIR SEPARATORS -I LUG TYPE DUTTERFLY VALVE WITH DLINP FLANGE ANP WEATHER PROOF INSULATION SGhWS FOR EMERGENCY CHILLER CONNECTION - INSTALLED ON EXTERIOR OF GhII I FR ROOM WALL io SEE CONTINUATION ON CHILLED WATER SCHEMATIC AIR HUD PRAIN I' GALL TYPE BLOW DOWN VALVE ANP DRAIN PIPING EXTEND TO FLOOR DRAIN PRAIN DOWN VALVE WITH THREADED GAP OR PLUS REVIEWED FOR CODE COMPLIANCE FEB - 8 2007 City Of Tukwila BUILDING DIVISION SGNWR FOR EMERSENGY CHILI FR CONNECTION - INSTALLED ON EXTERIOR OF 01111 I FR ROOM WALL CI RECEIVED OFT /IKWiL, JAN 0 8 2007 PERMITCENTER INCOMPLETE L TR # _L Ocr Z4C1( COMMUNICATIONS ENGINEERING CONSULTANTS C SEAL REV PLOT DATE: SI-ELT TITLE: MECHANICAL/ELECTRICAL ENGINEERING: 6820 LAUFFER ROAD, COLUMBUS, OHIO 43231 PRONE: (614)884 -0368 FAX:614- 884-0846 All drawings and written materials appearing herein constitute the original and unpublished work of the Engineer and may not be duplicated, used or disclosed without prior written consent Qwest. IZ /18/06 II 10/30 /O 09/I I /06 08/5 DATE DESIGNED PY: Spirit of Service" GOMMI5SION DATE: PROJECT NO: 06D67 - O2. FPS PRAWN DY: JAG GhEGKED LtY: ■ PLAN REVIEW / 'ID SET 75% DESIGN REVIEW DES I CAN DEVELOPMENT DESCRIPTION vl PIASRAV 50% DESIGN DEVELOPMENT HOSTING GONGEPT REVIEW ■I = m '1%4; 5 4 rpa i � Y J m �o-3 0 0 0 0 0 0 L F; Tc4 9. Pq,plr P6ZA 561 551 EF-5 n �ao-q &'isu Mel I5; 55rza ^aF�IA M51 % 5511p P5P = = 1= = m m m m m = ® m = = ' = m =0 C= = 1 . F11.1-64 ^cu-vs ,' TP PO' -c - -i -i I- -9PP0ti 1 I r 1 , MAW L____I._.....1___1..._. L . L.... 1 • LOAD 0,A Oc 4 ,7//ITrv.%5.8W IpppkW MN-7 rUrUR CyEN L _1 J u %, Zag 1 WEEP Sw r 1 MAW E124 12.017A 9N n J I Mr. j Ar5 Ii T1 w9vsz LPx I MPI � i SAS_ IIPV od C6 r4 Rs Gq L4 T67 '' Tpq ' I — I 1, 7 -- r .. 7PPAZ F —..- � . Ar5 7 .�. -.... - _. I I MVP -. I'" . I Clfs qer y7 Pb ez 7 Ar5 61 E(! ARV. 1417A IP'I IM'PRtZR L t If)A61 ir l'-o !._.21 JI p46i TP1 J PV ' ra7 • F j- A7 Fp11P2 i 170 rAb F Hna FRJ Tp6 I EPp- ! 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I wSip 55rm KM 55rIA .. _.a Hal � 569 P 5511p P51P ! =1u1 u MEP 1 I v6 J (I) OT es o NEW STEM STRUCTURE rO SuPPORr COCAIN& TOWER SEE STRUCTURAL SHEETS FOR APPITIONAL INFORMATION Z NEW Id'M THINK GMU WALL FRAMEP TO THE 15O1 OF 111E ROOF PECK WALL TO ACT AS SOUND 13ARRIEIR I3ETWEEN NEW MECHANICAL ROOM ANP OFFICE AREA SEE SHEET A - 7.I FOR ADDITIONAL INFORMATION 5. NEW 6" METAL STUD WALL FRAME TO IFfOM OF THE ROOD DECK WITf 1 R -16 INSULATION, X," aWD ON MF&1ANICAL ROOM SIPE ANP 5 /$" OW15 ON OffFICE SIDE WALL TO ACT AS SCUM) BARRIER BETWEEN NEW MECHANICAL ROOM ANP OFFICE AREA. SEE S1FET A -2-.I FOR ADDITIONAL INFORMATION A ) City 01 Tuiovita 'iOLWI G DIVISION RECEIVED Cf VfFr! MILA JAN 0 8 7007 PERMITCENTER KEY PLAN COMMUNICATIONS ENGINEERING CONSULTANTS 6820 LAUFFER ROAD, COLUMBUS, OHIO 43231 PHONE: (614)884 -0368 FAX:614- 884-0846 All drawings and written materials appearing herein constitute the original and unpublished work at the Engineer and may not be duplicated, used or disclosed without prior written consent MECHANICAL/ELECTRICAL ENGINEERING: Qwest. %? YO Spirit of Servicer" 75% DESIGN REVIEW PLAN REVIEW / 1512 S ET 50% DE6I DEVELOPMENT h- t051 CONCEPT REVIEW DESIGN DEVELOPMENT• DESCRIPTION 1 R6T I/5 LOOR V IRST - _OCiR PL,\' s A v Pt , OBIT 0 o \ T o\ PLA PEA AP AP V 6TRAT isrRnT Aid AR A 1 /g „ I , ^O „ R6T /g >> UO< F_ - A S I P DATTERIES DAJ I CRIES I UPS—ZD VOL V O O O \ I IFS F 7-- - I PEA P 1! 1 A\ z T rn I Fi ircfi I T rn :71 H r)0 ItO - RS L R6 002 I. REMOVE BOILER, BOILER FLUE, GOMDUSTION AIR, STEAM PIPING & STEAM CONDENSATE PIPING. PATChf ANP SEAL ALL ROOF PENETRATIONS PISGONNEGT &AS PIPING ANP INSTALL NEW GAS SI IUT —01 VALVE Ar MAIN. 3 REMOVE FEED WATER SYSTEM, MAKE —UP WATER SYSTEM, l LOW DOWN TANK ANI7 ALL ASSOCIATED PIPING PArc,ri ANP SEAL ALL ROOF PENETRATIONS REMOVE ALL EXISTING SANITARY, VENT AND WATER PIPING ASSOCIATED WITH EXISTING DREAK ROOM ANP DATIIROOM GAP SANITARY PIPING BELOW SLAB G�fil Ot ''1`W� g ��LD ING KEY PLAN C U JAN 0 8 2007 PERMITGENTTf MECHANICAL/ELECTRICAL ENGINEERING: lK COMMUNICATIONS ENGINEERING CONSULTANTS 6820 LAUFFER ROAD, COLUMBUS, OHIO 43231 PHONE: (614)884 - 0368 FAX:614-884 -0846 All drawings and written materials appearing herein constitute the original and unpublished work of the Engineer and may not be duplicated, used or disclosed without prior written consent. z H y l < " N ) LY- > > < D_ D._ \ I S \/ 1 < COMMISSION DATE GhEGKED 15Y: EFS V p Qwest. Spirit of ServiceTM PLAN REVIEW / 1312 SET 75% DESIGN REVIEW 50% DE1SN DEVELOPMENT 11O5TINS CONCEPT REVIEW DESIGN DEVELOPMENT VOL f LA V L DESCRIPTION PROJECT NO: O067 -02_ N OAL M ON N MECHANICAL/ELECTRICAL ENGINEERING: COMMUNICATIONS ENGINEERING CONSULTANTS 6820 LAUFFER ROAD, COLUMBUS, OHIO 43231 PHONE: (614)884 -0368 FAX:614 -884 -0846 © All drawings and written materials appearing herein constitute the original and unpublished work of the t=ngineer and may not be duplicated, used or disclosed without prior written consent. CONSULTANTS SEAL : :' ; ; for : c ! cc %I A, r ‚ C1' biNTAL 0 -7 � EXMLES Qwest Spirit of ervi erM I 0 l l 1 I I / II I P i \ --, CZ )NQ) / 1 1 ...._\____, 0 < \.... D_ ) c c --- v-Th / y _,_) H 1 ( Y 1 \ < > H I > )-- \,...i D_ -‹ < 1 1 DI_ \ (I:\_\ ) / 0 I I i I P ... > \a l - 12/18/06 PLAN REVIEW / 15IP SET — II /17/06 75% DESIGN REVIEW — 10/3 0/06 50% PE51SI\ PEVELOPNE\T — 09/11/6 hOSTINS C ONCEPT REVIEW — O8/25/(X7 PESISN PEVELOPPNE\T REV DATE PESGRIPTIONI PROJECT NO 6 OMM155 ION PATE PESISNEP 13Y: EF:'C� PRAWN DY. Jff'C� GNEGKEP 15Y: EFS PLOT PATE: ROO P VOL ON PlAN V _ O 60 -0' EF -3 .- - -_ - --4 ROOK 2hV 06'' - I, -0„ RTU -;7 I R1U-16 I OL 60' -0" 11, PLA\ VIE Fk -- A 60' -0 F EF2 L r 7 v _I • 60' -0' 0 6) 625 -0" i II! I 1•1•7 II I II1 I 60' -0 F , , E � 60' -0' EFL , 11 I' I I'll I Ii Ii I !Ill ' 1 i � ll ...i iI I , I 1111 ...II I. 60 -0 L O 9 60' -0 RTU-9 1 or O 6 O I. REMOVE EXISTING ROOFTOP UNITS LEAVE EXISTING CURB, STRUCTURAL STFEI AND DUCT WORK IN PLAGE TO 6E REUSED WITti NEW ROOFTOP UNITS REMOVED EXISTING STEAM PIPING, PATGI - 1 ANP SEAL ALL ROOF OPENINGS. 3. REMOVED EXISTING STEAM GGNPENSATE PIPING, PAT6H ANP S AL ALL ROOF OPENINGS r 60' -0" I REVIEWED FOR CODE COMPLIANCE A nr A%t FEB-82007 C� O Tukwila DUILDING DIVISION 2f -0' KEY PLAN MECHANICAL/ELECTRICAL ENGINEERING: COMMUNICATIONS ENGINEERING CONSULTANTS 6S20 LAUFFER ROAD, COLUMBUS, OHIO 43231 PHONE: (614)884 -0368 FAX:614- 884-0846 OP \Q CONSULTANTS _ 6 0 SQL wRIcK rc- EXPIRES 2 3 G RECEIVE, RIS, SET, LEVEL, AND INSTALL THE NEW OWNER PROVIDED CHILLER PER THE MANUFACTURES RECOMMENDATIONS COORDINATE FINAL UNIT LOCATION WITH rhE CONSTRUCTION MANAGER. PROVIDE AND INSTALL LUG TYPE BUTTERFLY VALVE ON BOTH THE SUPPLY AND RETURN LINES r0 BE USED AS AN ISOLATION VALVE PROVIDE AND INSTALL LIQUID FII I ED PRESSURE GAGE AND BALL VALVE, WITh1 /40t, ALL VALVE FOR DIFFERENTIAL PRESSURE SENSOR AND DIAL TYPE THERMOMETER ON DOrM SUPPLY AND RETURN LINES. INSTALL TEMPERATURE WELL ON SUPPLY AND RETURN LINES, TEMPERATURE WELL TO BE PROVIDED BY AFC. ALL 6I11I I FP WATER PIPING r0 BE SCHEDULE 40 SrFFI WITH WELDED . 6, RECEIVE, MANUFACTURE'S CONSTRUCTION SUPPLY BENT TO PROVIDE PROVIDE HOUSEKEEPING ADDITIONAL GONNEGTION FLANGE FOR X- MUST DE GORE DRILLING RIS, SET, LEVEL, AND INSTALL THE NEW OWNER PROVIDED ROLAIRTROL PER T11E RECOMMENDATIONS, COORDINATE FINAL UNIT LOCATION WITH THE MANAGER PROVIDE AND INSTALL LUG TYPE BUTTERFLY VALVE ON DOTM THE ANP RETURN LINES TO PEE USED AS AN ISOLATION VALVE EXTEND FULL SIZE AIR FLOOR DRAIN OFF OF i' FLU_ SIZE AUTOMATIC AIR VENT WITH BALL VALVE. I GALL TYPE BLOW DOWN VALVE AND EXTEND DRAIN PIPING TO FLOOR DRAIN. 2" DRAIN DOWN VALVE WITH THREADED CAP SECURE AIR SEPARATOR TO CONCRETE PAP AS PER LOCAL SEISMIC" GORE REFER TO SHEETS MOO AND MI30 FOR INFORMATION. FOR EMERGENCY CHIT I FR RUN PIPING THRU WALL AND GAP WITH BLIND CONNECTIONS REFER TO SIFFTS MOO AND MI3O FOR ADDITIONAL INFORMATION INSTALLATION OF THE CONCRETE PAP SHALL BE BY GENERAL CONTRACTOR FOR 011ILLER INSTALLATION PAD SHALL BE LEVEL WITH EXISTING FLOOR RECEIVE, RIS, 5ET, LEVEL, AND INSTALL THE NEW OWNER PROVIDED ("MILLED WATER PUMP PER THE MANUFACTURE'S RECOMMENDATIONS. COORDINATE FINAL PIMP LOCATION WITH THE CONSTRUCTION MANAGER PROVIDE AND INSTALL LUG TYPE BUTTERFLY VALVE ON BOTH THE SUPPLY AND RETURN LINES TO BE USED AS AN ISOLATION VALVE PROVIDE AND INSTALL STAINLESS STEEL BRAIDED FLEXIBLE PIPE CONNECTOR, LIQUID FII I EP PRESSURE SASE ANP FINAL ELEVATION TO BY Ii" ABOVE GRAPE. MEGHANIGAL [ ONTRAGTOR RESPONSIBLE RAYING WALL TO DETERMINE REDAR LOCATION EXACT LOCATION OF GORE DRILLING APPROVED i3Y STRUCTURAL ENGINEER MECHANICAL CONTRACTOR RESPONSIBLE FOR AND SEALING WALL PENETRATIONS. BALL VALVE, WITH 1 /441 BALL VALVE FOR DIFFERENTIAL PRESSURE SENSOR AND DIAL TYPE THERMOMETER ON DISCHARGE SIDE OF - ME PUMP. INSTALL TRIPLE DUTY VALVE ON DISCHARGE SIDE OP THE PUMP, VALVE TO PEE PROVIDED BY OWNER, INSTALL TEMPERATURE WFI I ON DISCHARGE SIPE O TILE PUMP, TEMPERATURE WELL TO BE PROVIDED 6Y ATC PROVIDE ANP INSTALL STAINLESS STEEL BRAIDED FLEXIBLE PIPE CONNECTOR ON SUCTION SIDE Or THE PUMP. INSTALL OWNER PROVIDED SITION DIFFUSER ON SUCTION SIDE OF THE PUMP ALL ("MILLED WATER PIPING TO BE SCHEDULE 40 STEEL WITH WELDED CONNECTIONS. REFER TO SHEETS MOO AND M130 FOR ADDITIONAL INFORMATION. RECEIVE, RIG, SET, LEVEL, AND INSTALL THE NEW OWNER PROVIDED SECONDARY GNII I FD WATER PUMP PER THE MANUFACTURES RECOMMENDATIONS. COORDINATE FINAL PUMP LOCATION WITH THE G5M AND THE CONSTRUCTION MANAGER PROVIDE AND INSTALL LUG TYPE BUTTERFLY VALVE ON BOTH THE SUPPLY AND RETURN LINES TO BE USED AS AN ISOLATION VALVE. PROVIDE AND INSTALL STAINLESS STPF■ BRAIDED FLEXIBLE PIPE CONNECTOR, LIQUID FILLED PRESSURE SASE AND BALL VALVE, WITH l/a4 BALL VALVE FOR 211r-LRENTIAL PRESSURE SENSOR AND DIAL TYPE THERMOMETER ON DISCHARGE SIDE OF THE PUMP. INSTALL TRIPLE DUTY VALVE ON DISCHARGE SIDE OF THE PUMP, VALVE TO BE PROVIDED 6Y OWNER INSTALL TEMPERATURE WELL ON DISCHARGE SIDE OF THE PUMP, TEMPERATURE WELL TO BE PROVIDED BY ATC. PROVIDE AND INSTALL STAINLESS SrFFI BRAIDED FLEXIBLE PIPE CONNECTOR ON S UCTION SIDE OF THE PUMP. INSTALL OWNER PROVIDED SUCTION DIFFUSER ON SUCTION SIDE OF THE PUMP ALL CHILLED WATER PIPING TO DE SO - ERIE 40 STEEL WITH WELDED CONNECTIONS REFER TO SHEETS MOD AND M130 FOR ADDITIONAL INFORMATION, MECHANICAL/ELECTRICAL ENGINEERING: COMMUNICATIONS ENGINEERING CONSULTANTS 6S20 LAUFFER ROAD, COLUMBUS, OHIO 43231 PHONE: (614)884 -0368 FAX:614- 884-0846 © All drawings and written materials appearing herein constitute the original and unpublished work of the Engineer and may not be duplicated. used or disclosed without prior written consent CONSULTANTS SQL wRIcK rc- EXPIRES =' ; Qwest ,.,... Spirit of Service' 11 I 1 11 Z 11 1 L', Y .'c, DL 1 6 z \ I , < v D --) Q---) (--- c _,.:, / y DL I J III II 122 Ill > >-- 6, < , I I , b I < \ D___ Cy__ \ 1 \,__.) 1 < i ) l(1:\_, 0 / ( n < 1 -- ) 1 I ......‹, > \SL \ -\ _ _ A ;\\ - _ A ,-\ - i\ - - - - /\ - _ n _ - ,\ ■ - - A I2-/I8 /(X1 PLAN REVIEW / SID SEr II/I7/06 75% DESIGN REVIEW -\ 10/0/0 50% DESIGN PEVFL OPMENT A 05 /II /06 HOSTING CONCEPT REVIEW 08/2-5/06 DESIGN DEVELOPMENT REV. PATE DE56RIPTION PROJECT NO: 0606.7 -0Z GOMM I ION PATE: DESIGNED If:?Y: ff P CB PRAWN 'Y: JI= Gt1EGKED tiY: EFS PLOT PATE: SKEET TITLE. L —P WA 1 PIP NCB V 4 _ ci7 FJTURE CHILLER - 4 - n tr C z In z 5 4 vi,,,.,_,,, GRILLED WATER EGON7ARY Gib ILLED WATER LL- c ROOV ("MILLED WATERI t 1 LOOR FLA (I� I st GRILLE - Z I 5E6O \7ARY GR I LLE7 WATER i TA) • C C rn 16 0 0 I \ \ R ILLER - () 0 ROLAIRTROL TA\ l I "5GW SUPPL OF T O R OE I" SGR RETJR\ )OW\ EROv RIOT REVIEW P LODE ca m PPETI micro Fib - 'LW ot 'Moto WILDING DIVISION RECEIVED CITY OFTLU KWI JAN 0 8 70G PERMITCEINTER // GOD D 0 - 1 0 RECEIVE, RIG, SET, LEVEL, ANP INSTALL THE NEW OWNER PROVIDED 611111 FR PER THE MANUFACTURES RECOMMENDATIONS COORDINATE FINAL UNIT LOCATION WITH THE GSM ANP rN C ONSTRUCTION MANAGER. PROVIDE AND INSTALL LUG TYPE PUrrERFLY VALVE ON POTH THE SUPPLY AND RETURN LINES TO PE USEP AS AN ISOLATION VALVE. PROVIDE AND INSTALL LIQUID FILLED PRESSURE OAE AND PALL VALVE, WITH % BALL VALVE FOR DIFFERENTIAL PRESSURE SENSOR ANP DIAL TYPE THERMOMETER ON POTH SUPPLY AND RETURN LINES, INSTALL TEMPERATURE WFI I ON SUPPLY ANP RETURN LINES, TEMPERATURE WFI I TO PE PROVIDED PY ATG REFER TO SHEETS MOO AND MI3.0 FOR ADDITIONAL INFORMATION 2 INSTALLATION OF THE CONCRETE PAP SHALL PE PY GENERAL CO NTRACTOR FOR GhtIIIFR INSTALLATION PAD SHALL PE LEVEL WITH EXISTING FLOOR. RECEIVE, RIO, SET, LEVEL, ANP INSTALL THE NEW OWNER PROVIDED CONDENSER WATER PLI P PER rhE MANUFACTU RECOMMENDATIONS COORDINATE FINAL PUMP LOCATION WITH THE GSM ANP THE CONSTRUCTION MANAGER PROVIDE ANP INSTALL LU,'a TYPE PUIIERFLY VALVE ON POTH THE SUPPLY ANP RETURN LINES TO PE USED AS AN ISOLATION VALVE PROVIDE AND INSTALL STAINLESS STFFI PRAIPED FLEXIPLE PIPE CONNECTOR, LIQUID FILI FP PRESSURE GAGE ANP PALL VALVE, WITH 144, PALL VALVE FOR DIFFERENTIAL PRESSURE SENSOR AND DIAL TYPE THERMOMETER ON DISCHARGE SIDE OF ThE PUMP INSTALL TRIPLE DUTY VALVE ON DISCHARGE SIPE OF ThE PUMP, VALVE TO PE PROVIDED PY OWNER. INSTALL TEMPERATURE WFI I ON DISCHARGE SIPE OF THE PIWP, TEMPERATURE WFI I TO PE PROVIDED PY Arc.. PROVIDE AND INSTALL STAINLESS STEEL PRAIDEP FLEXIPLE PIPE CONNECTOR ON SUCTION SIPE OF THE PUMP INSTALL OWNER PROVIDED WTION DIFFUSER ON SUCTION SIPE OF THE PIMP, REFER TO SHEETS MOO AND MI30 FOR ADDITIONAL INFORMATION. xX XX 0 0 0 4" COPPER C2 . GRILLER - 4 FUTURE PA T 4" REFRICaERANT RFI IEF PI5Gh1ARSE. PROVIDE A 4S ° OFFSET DOWN AFTER PIPE PENETRATES T1 WALL PROVIDE GALLIC &S EALANT IN ANNUAL SPADE z INSTALL PER MANUFACTURES RECOMMENDATIONS Id G ILLrR ROOVi i _r?P PLA\ Q l id J rtiLL-R — u II l 0 ROLA I RTROL 7 ) N CO Of TuIcvvila ILDING DIVISION CI fY OFWKWILA JAN 0 8 7007 PERMITCS %TER COMMUNICATIONS ENGINEERING CONSULTANTS © All drawings and written materials appearing herein constitute the original and unpublished work of the Engineer and may not be duplicated, used or disclosed without prior written consent. CONSULTANTS SEAL A MECHANICAL/ELECTRICAL ENGINEERING: 6820 LAUFFER ROAD, COLUMBUS, OHIO 43231 PHONE: (614)884 -0368 FAX:614 -884 -0846 Qwest. 12/18/06 PLAN REVIEW / r3ID SET II /17 /o 75% DESIGN REVIEW 10/0/0 50% DESIGN DEVELOPMENT -\ 05/11/6 t GONGE T REVIEW A J8/25/06 DESIGN DEVELOPMENT REV. DATE DE56R I P7 ION PROJECT NO COMMISSION DATE: DESIGNEDY: DRAWN 15Y: Gf1EGKED 13Y: PLOT DATE: Sr TITLE: VVAT N lK Spirit of Sery cGrTM 06.067 —OZ EP J1 EPC7 V FIN _ & 0 0 O O = = I I I Ar.111 I Ihmmi ER= - r ° F-,== I I _L I 1 = = -owe -R PLaTi OR ° PLA GO\ DE \S WAT ={z O" GO\7 \5rR WATWR PIP\ \CS GO\ \SGT \S TOP' o COOL. \ S T 0' GO\7 \51 - R WATi�� ply \S - GO \\EGTI SOT To\� O 001_1\S Tows P P a \TO '-- N -o- P \a 6„ 5 G PP S W W O 0 OC ) O 0 O 0 O 0 e RECEIVED CITY CFTI IKWILP JAN 0 8 2001 PERMIT CRIME / COMMUNICATIONS ENGINEERING CONSULTANTS All drawings and written materials appearing herein constitute the original and unpublished work of the Engineer and may not be duplicated, used or disclosed without prior written consent. ONSULT ANT 5 SEAL A /\\ ,/\ • REV. 6820 LAUFFER ROAD, COLUMBUS, 01110 43231 PHONE: (614)884 -0368 FAX:614- 884-0846 Qwest. 12/18/0 I o /5o/G 8/25/CX DATE PROJECT NO: 06067 - 02 GOMMI55ION PATE: DESIGNED FY F DRAWN DY: JFS 61 riY: EPS PLOT PATE: gl - tEET TITLE GQ V V I1IECIIANICAL/ELE CTRICAL ENGINEERING: Spirit of Service' ROOI N171 N F ' PLAN REVIEW / 'ID SET 75% DESIGN REVIEW 50% DESIGN DEVELOPMENT hOSTING G ONGEP I REVIEW DESISN DEVELOPMENT DESCR TT it • L.1 i6 9 5" (1 \ . 0 r t Erg ROOJ I/I6 T VA PEA 16 A • R T \ /\ u [- J CL 0 rn RL v - T �r T 1 16" Er! 11,1111 1 1 rI H I, I : { i 1 , 1..1.i : 1 1.. i 1 r 1 11 N 1 Y I i I i i i I I 1 I I 1 it I I i I , f l f i 1 . L r . 1 ------ r 1 ,7 I V JI Ir� LVJ R i I i1 i I SC I , 1 I 1 j' I li ! 1 H 1 ' y� i 1 11 i 1 1 1 , I I i 11 i 1 ! I = 1 II11 ROOF TOP AIR NAN RTU - I9 16' I I 1 1 I1j 1 1 i i ; 1 ` j ; , II j 11lnj11l , 1 I 1 l .1 1 I n; 59) I I . i E i �1 I ° 1 I I l :, I IIII it 1 1 1 1 1 I ;; 11�_ " 1 y 1 I 1 1 I ! i - ROOF TOP AIR HAN19 FRO REVIEWED FOR CODE COMPLIANCE p ormsmilM FEB - 6 2007 City Of Tukwila BUILDING DIVISION :5' -C RECEIVED CITY OFTUKWIL °A JAN 0 8 2007 PERMETCENTER MECHANICAL/ELECTRICAL ENGINEERING: (K COMMUNICATIONS ENGINEERING CONSULTANT'S 6820 LAUFFER ROAD, COLUMBUS, 01110 43231 PHONE: (614)884 -0368 FAX:614- 884-0846 © All drawings and writ materials appearing herein constitute the originaI and unpublished work of the Engineer and may not be duplicated. used or disclosed without prior written consent. CONSULTANTS SLAL REV. Qwe st. 12/18/06. 11/17/06 10/50/06 09/11/06! 8/25/0% PATE Spirit of Service FLAN REVIEW / 15I12 SET 75% DESIGN REVIEW 50% DESIGN DEVELOPMENT hOSTINS CONCEPT REVIEW DESIGN PENH OPMENT DESGRIPI ION PROJECT NO: COMMISSION PATE: DESIGNED if))/ I- PCB DRAWN ?Y: J1=C� GrtEGKED 15Y: PLOT DATE: ROOf I� OR A ADD AN V7 R00I oP AIR -- ANC)" NCB J\ I \ UNIT NO. AREA SERVED AIRFLOW RATE COIL SAGE VELOCITY STATIC PRESSURE T5P /ESP MOTOR HP /VOLTAGE, /PH ASE 5EN51f:LE COO LING GAPAG ITY TOTAL OLING APATY C O G GI ENT. AIR TEMP. 213 /WIC LV AIR TEMP. 213/W 13 GOOLIN COIL WT W E/LT GOOLIN COIL FLOW RATE COOLING COIL PRESSURE DROP E NOTES: RTU -1 h05 RAISED F=LOOR AREA 45,000 GFM 490 7PM 4.5 " T5P /2 ESP 50 HP /480 v/3 1,080 M31*1 1,190 MIN 77 °F /65 °F 55 °F /54 °F 44 °F /54•F 216 GPM 7.7 FT HD. REFER TO NOTES I, 2, •, 4, 5, AN2 6 BELOW RTU -Z HOSTING RAISED FLOOR AREA 45,000 G-71\4 490 F'PM 4.5 " TSP /2_.9 " ESP 50 HP /480 v/7 1,080 Mttt 1,199 WDH 77 55•7/54°7 44•7/54•7 2-16 SPM 7.7 F=T 112. REF=ER TO NOTES. 1, 2, 5, 4, 5, AND 6 13EI OW RTU - h RAISED FLOOR AREA 45,009 6.7m 4 F'PM 4.S" TSP /2.9 " ESP 50 HP /480 v/ 1,080 MP5H 1,199 Mff - t 77i/ o° F 55•7/54•7 44'F/54•7 iV SPM 7.7 F=T HIP REF=ER TO NOTES: I, 2, 5, 4, 5, AND 6 BELOW R7U -4 HOSTING RAISED F=LOOR AREA 45,000 GFM 490 FPM 4.5" TSP /29"' ESP 50 HP /480 v/3 1,080 Mil 1,10 MI H1 77°F/0°F 55 ° F/54* F 44°F/54°F Z16 SEM 7.7 FT hp. REF TO NoT - ES: I, Z, 5, 4, 5, AND 6 12FL OW R7U -5 HOSTING RAISED FLOOR AREA 45,000 GFM 490 FPM 4 5" TSP /Z 9" ESP S0 HP /480 V/ 1,080 MPaH 1,199 M1t) t 77 55 44 216 GPM 7.7 FT H2 REFER TO NOTES: I, 2, 3, 4, 5, AND 6 j3ELOW RTU -6 HOSTING RAISED FLOOR AREA 45,000 ' 490 FPM 4,5" T5P /Z 9" ESP 5O hP /480 v/3 1,080 MD I 1,190 M - 1 77 55•F/54°7 44•7/54 F 2.16 SPM 7.7 FT' H2, REFER TO NO7ES. 1, Z, 3, 4, 5, AND 6 BELOW RTU -7 HOSTING RAISED FLOOR AREA 45,000 GFM 490 FPM 4.5" 75P /29 " E5P 50 HP /480 v/3 1,(280 Mi) t 1,190 MD1 77 F /65 °F 55 44'F /54' 2I6 SPM 7.7 F"T HD. REFER TO NOTES: I, 2, 3, 4, 5, AND 6 DELOW RTU -8 H05TING RA15ED FLOOR AREA 45,000 GFM 490 FPM 4.5 " TSP /2 9" ESP SO HP /480 v/3 1,080 MOH 1,190 M}3H - 11°F/0°7 55' 7/54 • F 44' 7/54•7 216 SPM 7.7 F;T HD. REFER TO NOTES. I, 2, 5, 4, 5, ANP 6 1,ELOW RTU -9 HOST RAISED F=LOOR AREA 45,000 GE 490 FPM 4.5" T5P /2 9°' E5P 50 HP /480 v/ 1,080 MOH 1,190 Mi31 77°7/0°F 55°F/54°F 44F/4F 2_16 GPM 7.7 FT HP. REFER TO NOTES. I 2- 5, 4, 5, ANP 6 BELOW RTU - 10 HOSTING RAISED F=LOOR AREA 45,000 GFM 4962 FPM 4.5" T5P /2 5 " ESP 50 hP /480 v/3 16 MOH 1,190 MI31 77°7/6 55°F/54°F 44°F/54°7 216 GPM 7.7 FT H2. REFER TO NOTES: I. Z, 3, 4, 5, AND 6 i3ELOW RTU -II ADMINISTRATION AREA N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A EXI RTU TO REMAIN R7U -12 HOSTING RA15ED F=LOOR AREA 45,000 GE=M 490 F=PM 4.5 " T/" E5P 50 HP /480 v/ 1,080 MpI 1,190 MOH 77/ 3 ° F 55• F /54' F 44/54 - F 216 PM 7.7 FT HD. REFER TO NOTES. I, 2, .5, 4, 5, AND 6 BELOW RTU -I3 h 1OS1 INS RAISED F=LOOR AREA 45,000 GFM 490 7PM 4.5' - r /2.9 "" ESP so 1 /480 v/3 1,080 M131 - t 1,190 M131 77°F/65°F 55' F/54 F 44' F /54' F 2_16 GPM 7.7 fl HD. REF=ER TO NOTES. I, Z, 3, 4, 5, AND 6 BELOW RTU -14 HOSTING RA15E❑ FLOOR AREA 45,000 GF'M 490 FPM 4.5" T5P /2.9°" ESP 50 hP /480 v/ 1,080 M fg 1 1,190 W3 77/& ° F 5S/4 ° F 44/S4 ° F 216 GPM 7.7 FT HD. REFER TO NOTES. I, Z, 5, 4, 5, AND 6 BELOW RTU -IS HOSTING RAISE❑ FLOOR AREA 45,000 6-7M 490 FPM 4 5 " TSP /Z 9" ESP SO HP /480 v/7 I ,080 MOH 1,190 Mi3 1 77•F/o• F 55 ° F /54 ° F 44/S4 ' F 2.16 oPM 7,7 FT H2. REFER TO NOTES. 1 2 5, 4, 5, ANP 6 ELOW RTU -16 NETWORK SPADE N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A EXISTING RTU TO REMAIN RTU -17 NETWORK SPADE N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A EXISTING RTU TO REMAIN RTU - I8 UPS ROOM NO. I 12,000 G 490 IPM 5,5 " T5P /I 5" EsP 2.6 1 /480 v/ 52°F/62°F 55 ° F /54 ° F 44°F/54°F 72 GPM 7.7 IT ND. REFER TO NOTES. I, 2, 3, 4, 5, 6 7 AN2 8 6ELOW RTU-ID UP5 ROOM NO 2- 12,000 GEM 490 PPM 3.5" T5P /1 5 " E5P ZO HP /480 v/ 52°r/62°F 55 44° F /54 ° F 72 GPM 7.7 F'T hp. REFER TO NOTES. I, Z, 3, 4, 5, 6 7 AND 8 BELOW EOliIPMENT NOTES. MOUNTED AND WIRED, hIVAG PUTY, VARIABLE PACKED ROOI A/C UNIT ON THE EXISTING STEM FRAMING ON THE FREQUENCY DRIVE TO MATCH THE UNIT MOTOR HORSEPOWER. ROOF COORDINATE, THE DUCTWORK LOCATIONS AND STFFI ROOFTOP EQUIPMENT SECURE THE NEW UNIT TO VIBRATION FOR ThtE COOLING COIL A I NECESSARY WRNS TO THE VARIABLE FREQUENCY WITH LIGHT - WEIGHT CONCRETE FOR VIBRATION CONTROL Fl ECTRIC COIL SHALL BE 50 KW /5 STAGE RESISTANCE PIMENSIONS. RTU MOTOR SHALL BE GOMFATIBLL WITH RAIL. SEN5ORS, HUMIDIFIERS ANP CONTROL VALVE HEATER WITh INTEGRAL SAFETIES NEW ATG A VARIABLE FREQUENCY DRIVE. GONTRO LER SHALL BE SUITABI F FOR REHEAT CONTROL I 2 3, 4 5 7. , PROVIDE AND INTERNALLY RTU REPLACES EXISTING RTU SHIA I BE INSTALLED RETAIN THE EXISTING PROVIDE AN INTERNAL PROVIDE AND INTERNAI PROVIDE NEW ROOF CURB PROVIDE AN ELECTRIC VIBRATION ISOLATION RAILS UNDER THE EXISTING INSTALLED COOLING GONFROL VALVE ANP PIP INCA I y MOUNTEP TEMPERATURE CONTROL PANEL ANP THE GG SHALL INSTALL THE CURB AND INFILL REHEAT COIL IN THE NEW ROOFTOP AIR HANDLER DRIVE, TT it • L.1 i6 9 5" (1 \ . 0 r t Erg ROOJ I/I6 T VA PEA 16 A • R T \ /\ u [- J CL 0 rn RL v - T �r T 1 16" Er! 11,1111 1 1 rI H I, I : { i 1 , 1..1.i : 1 1.. i 1 r 1 11 N 1 Y I i I i i i I I 1 I I 1 it I I i I , f l f i 1 . L r . 1 ------ r 1 ,7 I V JI Ir� LVJ R i I i1 i I SC I , 1 I 1 j' I li ! 1 H 1 ' y� i 1 11 i 1 1 1 , I I i 11 i 1 ! I = 1 II11 ROOF TOP AIR NAN RTU - I9 16' I I 1 1 I1j 1 1 i i ; 1 ` j ; , II j 11lnj11l , 1 I 1 l .1 1 I n; 59) I I . i E i �1 I ° 1 I I l :, I IIII it 1 1 1 1 1 I ;; 11�_ " 1 y 1 I 1 1 I ! i - ROOF TOP AIR HAN19 FRO REVIEWED FOR CODE COMPLIANCE p ormsmilM FEB - 6 2007 City Of Tukwila BUILDING DIVISION :5' -C RECEIVED CITY OFTUKWIL °A JAN 0 8 2007 PERMETCENTER MECHANICAL/ELECTRICAL ENGINEERING: (K COMMUNICATIONS ENGINEERING CONSULTANT'S 6820 LAUFFER ROAD, COLUMBUS, 01110 43231 PHONE: (614)884 -0368 FAX:614- 884-0846 © All drawings and writ materials appearing herein constitute the originaI and unpublished work of the Engineer and may not be duplicated. used or disclosed without prior written consent. CONSULTANTS SLAL REV. Qwe st. 12/18/06. 11/17/06 10/50/06 09/11/06! 8/25/0% PATE Spirit of Service FLAN REVIEW / 15I12 SET 75% DESIGN REVIEW 50% DESIGN DEVELOPMENT hOSTINS CONCEPT REVIEW DESIGN PENH OPMENT DESGRIPI ION PROJECT NO: COMMISSION PATE: DESIGNED if))/ I- PCB DRAWN ?Y: J1=C� GrtEGKED 15Y: PLOT DATE: ROOf I� OR A ADD AN V7 MECHANICAL/ELECTRICAL ENGINEERING: lR COMMUNICATIONS ENGINEERING CONSULTANTS 6820 LAUFFER ROAD, COLUMBUS, 01110 43231 PHONE: (614)884 -0368 FAX:614 -884 -0846 All drawings and written materials appearing herein constitute the original and unpublished work of the Engineer and may not be duplicated, used or disclosed without prior written consent. CON SEAL Qwest. Spirit of S e vi iG rT y 1\ I 1 )1 1 i v < -Kc / < > c „ a II � Q REV IZ/18/06 II /17/06 1 0/0/06. 09/11/06 08/25/06 PATE PLAN REVIEW / SID SET 75% DESIGN REVIEW 50% DESIGN PEVELOPMENT I-1OSTINS - CONCEPT REVIEW DESIGN PEVFIOPMENT DESCRIPTION PROJECT NO: COMMISSION PATE: DESIGNED t)Y: I--- PG PRAWN FBY: Jas CHECKED 13Y: MFG PLO PATE: PLAN A .1 u 60' • 0" 60' -0" EF2 ROOT II fr vas PLA ILJ ea' -a A R F3 1 A\DL I \ 525' -0" a r i T. 1. r I .!k 1;1, f V r RI PLAO 60' 0" .T.1- 1 l . l . _ _. ! 1 I 11' ! I .I.1_ _I F �.I _ .1. �. > EF I I I I .!11 1111 I 1 I I_ 1 1 I 1 !i _I 1 r i-I i 1.1i''i 1 I I 111 II11E I I 1 III it 11 f1..i.L_F. l .. LI 1 111 1. 11 ._. !_.I 60' -0" V 111 1. II 'i� , ; _.1 RTl Lir -19 I 1 I . 1 .I 1.1 . [I.! 1. ROOF TOP AIR 1 x 60 -0 ROOF TOP AIR FLAN RTU -19 i i I1 11:! i1 .. ... II _1..,. ._I L. 1 1._ . f 1 . REVIEWED FOR CODE COMPLIANCE ?yap ^urn FEB - 0 Z007 BUILDING OTVISION EMI CEO tiLL;kiV CTy r1r-n ivi n l f, JAN O b i uu' PERMITTER 1 , ' ' ' MECHANICAL/ELECTRICAL ENGINEERING: lR COMMUNICATIONS ENGINEERING CONSULTANTS 6820 LAUFFER ROAD, COLUMBUS, 01110 43231 PHONE: (614)884 -0368 FAX:614 -884 -0846 All drawings and written materials appearing herein constitute the original and unpublished work of the Engineer and may not be duplicated, used or disclosed without prior written consent. CON SEAL Qwest. Spirit of S e vi iG rT y 1\ I 1 )1 1 i v < -Kc / < > c „ a II � Q REV IZ/18/06 II /17/06 1 0/0/06. 09/11/06 08/25/06 PATE PLAN REVIEW / SID SET 75% DESIGN REVIEW 50% DESIGN PEVELOPMENT I-1OSTINS - CONCEPT REVIEW DESIGN PEVFIOPMENT DESCRIPTION PROJECT NO: COMMISSION PATE: DESIGNED t)Y: I--- PG PRAWN FBY: Jas CHECKED 13Y: MFG PLO PATE: PLAN A .1 u 60' • 0" 60' -0" EF2 ROOT II fr vas PLA ILJ ea' -a A R F3 1 A\DL I \ 525' -0" a r i T. 1. r I .!k 1;1, f V r RI PLAO 60' 0" .T.1- 1 l . l . _ _. ! 1 I 11' ! I .I.1_ _I F �.I _ .1. �. > EF I I I I .!11 1111 I 1 I I_ 1 1 I 1 !i _I 1 r i-I i 1.1i''i 1 I I 111 II11E I I 1 III it 11 f1..i.L_F. l .. LI 1 111 1. 11 ._. !_.I 60' -0" V 111 1. II 'i� , ; _.1 RTl Lir -19 I 1 I . 1 .I 1.1 . [I.! 1. ROOF TOP AIR 1 x 60 -0 ROOF TOP AIR FLAN RTU -19 i i I1 11:! i1 .. ... II _1..,. ._I L. 1 1._ . f 1 . REVIEWED FOR CODE COMPLIANCE ?yap ^urn FEB - 0 Z007 BUILDING OTVISION EMI CEO tiLL;kiV CTy r1r-n ivi n l f, JAN O b i uu' PERMITTER I 7N 450Y/277V,30,4W 1000kW P LOAP eANK L 0EN-7 0EN-6 SEN YARD OEN-4 S. Wet • • • FUTURE OEN ff I R MAN 1 AUX OEN FUSED SW. IWOA MAIN en FUSED SW, IWOA 'LII LII - r i MTS L _ _ J ✓ i ATS L _ _ _ 7 xrtvg L _1 H !E 1 1 ,1 !T. - • - ' T ! I ,500A I I 174 ' iftIS I I I • -1)L1GT 'I • I I - - T - - 'i I. I C.--7 i 07 I j 1 - - 1 - - -II I 1 6.( e4 I - - 1 - - ! c .5 1 65 I - - + - - - 1 ! - p 3 t - I_ )5 11 C,4 1 04 I i I e3 . I I Cri I es I _ _ _ _ I + - - ± - - I 1 ! 1 i I eI I! I i i I - - c.c.- i I 1 1 1 i i 1 I I - m 1 400A II PS 1 I 151.15 PUCT I i I PI I I i TO ATS GI 1 l_ _ _ _ H_ H 7 7 1 1 I i IHN. I 1 1 1 Al ii- - - - - - ----- I - 4 C:=. SLI 15ATTERY RM 6 200A IPI INVERTER L OFFICE ) TP1 r 1 L J I FGTRIGAL ROOM RP3 L RPI RP2. L GONE RM fl • PWOR PLA\ I .1 H' 7 -. . 1 . L. • I • .1 -svvrro-ri 6- • 1 L • • 1 i -t! .- I ED I I 2 ' t t r • - 4 4 1 i• I , ' e,-(7-LOC. AREA w 0 ,/ ,•• • . ' TRANS SUMMIT I MO:RI - ER I •„3- ' • . f T.L 1 7 , • .1 ! 4 • 11 • - ! 1_ a 1 ' INVERrER. I . , • • -. • / / • .1 ' • •••• : .7. • I • , • .7' • 1 1 1 — •/ 1 • /' • . l it . 17/ 1. i. _ •I • '4 , I 4 I, ! I • L •••••••.-,, •, ■-• .1 !! ‘11: P OT so REMOVE EXISTING VAV ; ANP SUPPORTS ABOVE AS I CEILING GAP PUT AT 6O" DIAMETER MAIN SECURE GAP WITH 91 EET METAL SGREVVS ANP SEAL WITH MASTIC PASTE I REMOVE PUGTWORK„ AIR DEVICES ANP 11ANOERS REMOVE ALL FASTENERS ANP SUPPORTS ▪ REMOVE THERMOSTAT ANP WIR INS FOR VAV f5OX 4 UPON REMOVAL Off THE EXISTING PUCTWORK, EITHER FULLY CLOSE THE FIRE PAMPERS OR SMOKE PAMPERS OR SEAL ;r6711 SIDES Off pue,- SLEEVE tivrm SHIFT METAL PANNING ANP RE GAULS- .1„ I • I 'I 17 - 1 I , -- 7 , . I , ' ;' 1 • , II I I 1 • ,. , .....1! 1 • ' ‘• ' .1 1 ' I II I rt r • t . , •+••1' ; ; I H • ' • I f • ! 7 • I • • • 4 ; .1 , •- 1 • 1 T I . ' , . 11.1 , . • • I I. I ii , .L 1 •••• i I t , , I. 1 , ; . ; , , • • •• III 1 • 1.1 1 '1 \ 1 1 1 t' "„ • 'I; - • ; • ,•• - 1 • 1 . 7. ,1 - I 1 rr i t'-rt t - 7. ,,,i '. i - I: •-••L._. ._1_, 11 I •• - 1 • , I : H • 1 •7 • 1 • . L. L. I • d fi rims) "%imp FEB - 62007 REVIEWED FOR CODE COMPLIANCE -- City Of Tukwila BUILDING DIVISION • ! • ,• I 1- , 1 ' 1 f 1 .... - .7 • 7 • I • ' • r , , 1 T65 j • i i • ,1 - -• 111 I! 1 ! .1 .... I : .1. A&E CRY OF TI WWI LA JAN 08 7007 PERMITCENTER COMMUNICATIONS ENGINEERING CONSULTANTS All drawings and written materials appearing herein constitute the original and unpublished work of the Engineer and may not be duplicated, used or disclosed without prior written consent 0 N6ULT ANT 5 SAL REV MECHANICAL/ELECTRICAL ENGINEERING: 6820 1AUFFER ROAD, COLUMBUS, OHIO 43231 PHONE: (614)884-0368 FAX614-884-0846 1 2 /13 /06 11/17/06 lo/o/o6 PATE PROJEGT NO 60ivimiseiON PAT: PLOT PATE PESIO west Spirit of Service" DE1eNEP If)Y: EIP& PRAWN if7Y: Js GhlEC/KP 15y. EP& FLAN REVIEW / r)117 75% PEION REVIEW sc770 PEll\I DEVELOPMENT 0 51 INS ONGEFT REVIEW \ DEVELOPMENT DE5GR I PT I ON 61 PJWOR PLA\ TP3 EPO -3 FIRE RISER I : = =1. 11 r ____J.____J l_____J._.._J L L ____J PDU-G4 PDU -D41 TC4 ITD4 E0,0-4 IVeR##3 AGM6D4 L---- J - - - - -J P57-6 PD2A t P,TWOR A ■ -� I _ I -f52. 1 L _ r 0© ©0f trU52 UGPS METER MAIN - 7 - _ T _ T _ _ T � T T - -F _ - P I I I M I I; I, - I Opp AI/DT -- I-- --- I _. LL- . .. I_ .:. _ .. .._.___L.__L'LJ-- ' -_L -W- -J II METER MAIN \ 7_ r - - -- - -� - - - � - r- 7- --�-- I --I 1 --✓ M51 I!De &I/{DI L _ _._ _L _._._L _ .J_. -.1 - LDZA LDiAI I I „1; pi5i5I I I I L_ - J_ -L' JJ__J__ T T 7 T - T -- 1 I. I 1 DiiAI 1 --L- L _ _L _ I _ _1__ r - -- r ►a • 0000 ®UMM MEM —I— PDU -A7 PD. -77 ATS- SWp ATSr -3. ] ATS-4 a T PDU -A0 PDU-156 pATTERY ROOM 1 4 FOR FU I i' 1 I I ry -P15G - 3 C. PDU-A4 P1U -64 PGU SWDD -36 DATTERY 3D DATTERY -3D OTt O REMOVE EXISTING VAV 'OX AND .)PPORTS ADOVE PHASE I CEILING GAP DUCT AT 00" DIAMETER MAIN SECURE GAP WIT-1 SHEET METAL SCREWS AND SEAL Wlrht MASTIC. PASTE. REMOVE DUCTWORK, AIR DEVICES AND HANGERS REMOVE ALL FASTENERS AND SUPPORTS 4 UPON REMOVAL OF THE EXISTING DUCTWORK, EITHER FULLY CLOSE THE FIRE, DAMPERS OR SMOKE DAMPERS OR SEAL DOTl1 SIDES OF PUT SLEEVE WITH SHEET METAL PANNING AND FIRE GALLK. PDL S A I V D -4D AGMGl33 TTERY -3 ]ERY -3 VCR #{Z RECEIVED OF !KWI9A JAN 0 8206i PERMITCENTEIR (/17/06 10/30/06 10/25 05/11 8/25/06 CONSULTANTS SEAL PROJECT NO: PLOT DATE: MECHANICAL/ELECTRICAL ENGINEERING: GOMM1551ON PATE: lL� COMMUNICATIONS ENGINEERING CONSULTANTS 6S211 I.AUFFER ROAD, COLUMBUS, OHIO 43231 PHONE: (614)884 -0368 FAX:614- 884 -0S46 All drawings and written materials appearing herein constitute the original and unpublished work of the Engineer and may not be duplicated, used or disclosed without prior written Consent. Q west. Spirit of Service' O � Q z (6 ) Q-Th ) < � � 1 I 7 UP Q �` i DESIGN REVIEW DESIGNED DY: EPS PRAWN Y: JF0 61 r;Y: EPG DEMO PLANS D„G WOIz PLA\ DESCRIPTION ■ 75% DESIGN REVIEW 50% DESIGN DEVELOPMENT h1O5TINS CONCEPT REVIEW DESIGN DEVELOPMENT A6153 I r I D41A A44 VGRN2 M15P -4 MAP - H- S6M -4 I 11 1 S- pAGE FOIE , TAB EDU -A3 PPUtl33 �.. — • • r.\ L TI53 i f. i f H.7 FPO -3 1== r233A A33A �32A A32A D 31A A3IA )7ATTERY -4A 15ATTER 1' -4A rA2 15ATTE I3ATTE ATTERY -4D E DISC _4p 4YE ASH SPACE FOR +RE PANE 4S r�r I4 I UPS -4A UPS --415 UPS--46 C----r----3 C. : : :2 : -- II Iii A'AZ3A ft52.2A A22A • PPU -A2 PPPU -132 T,2 IA A1IA I-. m j • 4 ••: r i. n EPO -2 F t . T I L I ,1, Ir* AI3A DI C ThI rAl I 1 1 615 5001 5001 • 14 I 0 1 ;2S 1 240 D,,GTWOR i32 MA i A24A L 100 20 F_a 5 200 100 (Q 4 : _ 4- 400 10 315 1 Q ' 315 10 10 400 \t) ✓D b \OTLS 0 REMOVE EX'S VAV 6 2X AND SPORTS A[3OVE PHASE I CEILING. GAP DUCT AT 60 PIAMETER MAIN SECURE GAP WITH SHEET METAL SCREWS AND SEAL WITH MASTIC PASTE. REMOVE DUCTWORK, AIR DEVICES AND MANGERS REMOVE ALL FASTENERS AND SUPPORTS. REMOVE THERMOSTAT ANP WIRING FOR VAV 134X UPON REMOVAL O1= T11E EXISTING DUCTWORK, EIJ I FULLY CLOSE THE FIRE DAMPERS OR SMOKE PAMPERS OR SEAL ban SIPS OF DUCT SLEEVE Wlrh SF•IEFr METAL PANNING AND FIRE GAWK. RECEIVED CITY OFT WWII JAN 08 ino r PERMITOETEh MECHANICAL/ELECTRICAL ENGINEERING: lK COMMUNICATIONS ENGINEERING CONSULTANTS 6820 LAUFFER ROAD, COLUMBUS 01110 43231 PRONE: (614)884 -0368 FAX:614 -884 -0846 ©C All drawings and written materials appearing herein constitute the original and unpublished work of the Engineer and may not be duplicated. used or disclosed without prior written consent C ONSULTANTS SEAL Q we st® Spirit of Service' REV II/17/06 1 1 o9/11/06 25/25/0 DATE 757 DESIGN REVIEW 50% DESIGN DEVELOPMENT DESIGN REVIEW h051 CONCEPT REVIEW DESIGN PEVFI.OPMENT DESCRIPTION PROJECT NO: OMM155IO DATE: DE Y: EPS DRAWN if;Y: JES G hEGKEP 15Y: EPS PLOT DATE: DEN 0 FANS V �GT vV JP PLA\ MECHANICAL ROOM FLOOR 0 It 1 0 CONDENSER WATER 0 CHILLED WATER 8-9 Nn F L. R ROOV NEW STRUCTURAL STEFI IDUILDINS COLUMN TO SUPPORT COOLI NCB TOWERS LTvario\ SPRINKI FR LINES PI ECTRIGAL GONDUIT / EXIST f3UILPINS COLUMN GONPENSLR EVAPORATOR N/\/\ \/\/\/\/\ NEW STRUCTURAL STEEL UILDINS GOLUMIN TO SUPPORT GOOLI NCB TOWERS NEW FOOTER FOR 13UILDINS COLUMN 28" -6 " i5UILDINS COLUMN RECEavEu c%w C)FTII rKWILA JAN 08'tjui PERM TCENTE. COMMUNICATIONS ENGINEERING CONSULTANTS CONSULTANTS SEAL REV. PROJECT MECHANICAL/ELECTRICAL ENGINEERING: 6820 LAUFFER ROAD, COLUMBUS, 01110 43231 PHONE: (614)884 -0368 FAX:614-884-0846 All drawings and written materials appearing herein constitute the original and unpublished work of the Engineer and may not be duplicated, used or disclosed without prior written consent Qwest. 12/15/06 11/1 7/06 0 /30rn 09/11/0 8 /25/ 6 2 DATE PLOT PATE: v Spirit of ervice'M GOMM1551ON DATE: (K PLAN REVIEW / SID SET 75% DESIGN REVIEW 50% DESISkk DEVELOPMENT 11OSTIN16 CONCEPT REVIEW DESIGN DEVELOPMENT DESIGNED F)Y: PPG DRAWN DY: JFG CHECKED i3Y: �f 0 DES6RIPTI01\ aNP Gf ILLf GO\7 WATT Ai Gib I LLER PLA\ 6A\ ITARY /VT\T I�OV NO SGALE G FILLEf . 7 I MARY ILL 7 WATaR PUV P5 7 I II VENT THRU ROOF O\ ARA /\t 3 VENT UP THRU ROOF =P. ROOV INSTALL A NEW 4" ON 6" SANITARY TEE TO CONNECT THE NEW 4" UNDERGROUND SANITARY SERVICE ONTO THE EXIST 6" LINE PROVIDE FOR ALL CONCRETE GUTTIN EXCAVATION, DAC --ILL ANP COMPACTING THE &G SHALL PROVIDE THE FINAL CONCRETE REPAIR OF THE FINISHED FLOOR PRESSURE TEST THE FINAL INSTALLATION, WITNESSED DY THE LOCAL PLINDINS INSPECTOR, PRIOR TO THE DACKFILL OF THE EXCAVATION EXISTING TOILET DOOMS TO REMAIN ANP DE RE-IYED. NO WORK REQUIRED 3 INSTALL A NEW 4 " UNDERGROUND SANITARY SERVICE FROM THE NEW CHILLER ROOM, OVER TO A NEW CONNECTION IN THE EXISTING 6 " DUILDING SERVICE. PROVIDE FOR ALL CONCRETE GUTTINe, EXCAVATION, RACK -FILL AND COMPACTING THE SC SHALL PROVIDE THE FINAL CONCRETE REPAIR OF THE FINISHED FLOOR PRESSURE TEST THE FINAL INSTALLATION, WITNESSED DY THE LOCAL PLUMDINS INSPECTOR, PRIOR TO THE DAGKFILL OF THE EXCAVATION 4 FIELD COORDINATE LOCATION OF NEW TRENCH DRAIN WITH THE EXISTING COLUMN FOUNPAT ION. INSTALL NEW TRENCH DRAIN SYSTEM. COORDINATE THE FINAL LOCATION OF THE NEW TRENCH DRAIN ASSEMDLY WITH THE FINAL CHILLER LOCATION. PROVIDE FOR ALL CONCRETE GUTTING, EXCAVATION, RACK -FILL AND COMPACT PROVIPE ADEQUATE RESTRAINTS PRIOR TO THE CONCRETE POURING FIELD VERIFY THE APPROPRIATE PITCH OF THE NEW INSTALLATION. INSTALL THE TRENCH DRAIN A :_ A5 PER THE MANUFACTURER'S INSTRUCTIONS THE GC SHALL PROVIDE THE FINAL CONCRETE REPAIR OF THE FINISHED FLOOR PRESSURE TEST THE FINAL INSTALLATION, WITNESSED DY THE LOCAL PLUMDINS INSPECTOR, PRIOR TO THE DACKFILL OF THE EXCAVATION 6 EXISTING 2" DOMESTIC WATER SERVICE FROM THE ORIGINAL MOILER ROOM_ EXTEND THE NEW COPPER PIPINS ACROSS, ANP ADOVE, THE NEW OR EXISTING CEILINGS PROVIDE. ALL NECESSARY WALL GUTTING AND PATCHING PROVIPE FIRE CAULKING AROUND PIPE PENETRATION AT ALL WALLS SUPPORT PIPING TO MEET LOCAL SEISMIC COPES PROVIDE I"' FIDERSLASS INSULATION ON PIPINS, FITTINGS ANP VALVES PROVIDE. MAD FITTING COVERS. MAINTAIN MINIMUM GODS - REQUIRED CLEARANCE DETWFFN PIPING INSTALLATION THE NEW EI ECrRICAL SWITCHSEAR AND MOTOR STARTERS, PER NEC. COORDINATE FINAL INSTALLATION OF WATER PIPING WITH THE F1 EGTRIGAL CONTRACTOR 8 PROVIDE ANP INSTALL A NEW 2" DOMESTIC WATER DAGKFLOW PREVENTOR FOR THE NON- POTADLE WATER SUPPLY TO THE GHII I FRS, TOWERS ANP TRAP PRIMERS FIFI P VERIFY FINAL FI FVATION OF INSTALLATION. INSTALL THE DACKFLOW PREVENTOR PER THE MANUFACTURER'S DIRECTIONS, ANP AS PER THE LOCAL PLUMDINS COPE REQUIREMENTS 9. INSTALL A 2" THREADED PALL VALVE Ar TRANSITION POINT FROM THE PLUMDINS INSTALLATION TO THE HVAG INSTALLATION. 10 INSTALL A NEW X' HALL VALVE ANP X' COPPER WATER PIPING EXTENP NEW PIPINS OVER TO THE NEW SINK, WALL MOUNTED 105E-DIDD AND EYEWASH STATION. COORDINATE THE FINAL PIPE ELEVATION WITH THE HVAG, FIRE PROTECTION ANP ELECTRICAL CONTRACTORS. II. INSTALL A NEW W' DAL VALVE ANP COPPER WATER PIPING. EXTEND THE NEW PIPING OVER TO THE NEW TRAP PRIMERS MOUNTED AT THE DUILDING COLUMN. COORDINATE THE FINAL PIPE Fl FVATION WITH THE HVAC, FIRE PROTECTION AND El EGTRIGAL CONTRACTORS IZ INSTALL NEW WALL MOUNTED EXTERIOR HOSE DIDD WITH RECESSED WALL DOX, HINGED POOR ANP REMOVAL ACCESS KEY PROVIDE CONCRETE GUTTING FOR DOX INSTALLATION ANP PIPE PENETRATION. SEAL FINAL INSTALLATION WATER ANP AIR TIGHT WITH DUTYL GALA_K TO MATCH THE WALL PANE_ COLOR, ON MOTH SIDES OF THE WALL. INSTALL X' COPPER WATER SERVICE FROM 2" MAIN PROVIDE A SHUT -OFF MALL VALVE ANP FIDERELASS INSLLATION 13. INSTALL NEW %z" WATER SERVICE TO NEW TRAP PRIMER LOCATED ON THE DUILDING COLUMN. PROVIDE FIDERGLASS INSULATION AND FITTING COVERS COORDINATE THE FINAL PIPE ELEVATION WITH THE HVAG, FIRE PROTECTION ANP ELECTRICAL CONTRACTORS 14. INSTALL W COPPER rlDING UNPEI - FLOOR, FROM THE TRAP PRIMER AT THE P UILPINS COLUMN TO THE TAP ON THE FLOOR DRAIN. PROVIDE ALL NECESSARY EXCAVATION, DAGKFILL AND DACKFILL PROTECTION. 15. INSTALL NEW 4" CAST IRON VENT UP THROUGH THE ROOF. ATTACH NEW PIPING TO THE DUILDING COLUMN WITH WELDED DRAGKETS, SUITADLE FOR THE LOCAL SEISMIC REQUIREMENTS COORDINATE THE VENT LOCATION AND SET AT THE ROOF WITH THE El EGTRIGAL, HVAC AND FIRE ALARM CONTRACTORS. 16. INSTALL A NEW 4" HUD DRAIN WITH AN 8" STAINLESS STFFI FUNNEL FOR THE COOLING TOWER MLOW -0OWN. PROVIDE A TRAP UNDER THE CONCRETE FLOOR AS APPROVE? DY THE LOCAL PLUMDINS COPE OFFICIAL. SECURE THE NEW HUD DRAIN TO THE DUILDING COLUMN. 17. NOT USED IS INSTALL A NEW 3" CAST IRON SANITARY VENT ALONG WALL AND OFFSET UP THROUGH THE ROOF. PROVIDE A NEW ROOF MOUNTED PIPE SI FEVE ANP RUDDER DOOr SUITADLE FOR SEALING THE ROOF PENETRATION INSTALL THE NEW 3" UNPERSROUND SANITARY PIPING, Orh OF THE NEW FLOOR DRAIN, AS PER THE LOCAL PLUMDINS COPE. UNDERGROUND PIPING GAN DE PWV PVC, EXPOSED VENT PIPINS SHALL DE (AST IRON 19 PROVIDE AND INSTALL NEW WALL MOUNTED UTILITY SINK INGLUPINS S005ENECK FAUCET WITH WRIST DLADES, P -TRAP AND STRAINER SCREEN INSTALL THE NEW UNIT AS PER THE MANUFACTURER'S INSTRUCTIONS EXTENP COPPER GOLD ANP HOT WATER PIPING TO THE NEW FAUCET UTILI7P STAINLESS STPPI FLEXIDLE SUPPLY HOSE SUITADLE FOR THE MECHANICAL ROOM ENVIRONMENT ZO PROVIDE ANP INSTALL A NEW INSTANTANEOUS, El FCTRIG TANK -LSS HOT WATER HEATER UNDER THE NEW UTILITY SINK. INSTALL AS PER THE MANUFACTURER'S INSTRUCTIONS AND IN- ACCORDANCE WITH THE LOCAL PLUMDING COPE. COORDINATE THE El FGTRIGAL REQUIREMENTS WITH THE ELECTRICAL CONTRACTOR 21. NEW I" COPPER PIPINS EXTENDED DOWN ALONG WALL TO SERVICE EYEWASH AND SINK PROVIPE FIDERSLASS INSULATION AND FITTING COVERS PROVIPE A PVC JACKET ON PIPING DELOW S' -G ". 22 PROVIDE ANP INSTALL A WALL MOUNTED EMERGENCY EYEWASH ASSEMDLY INSTALL AS PER THE MANUFACTURER'S INSTRUCTIONS ANP IN- AGGORPANCE WITH OSHA GUIDELINES COORDINATE THE APPROPRIATE ACGESSIDILITY TO THE NEW UNIT WITH THE SINK AND CHEMICAL TREATMENT EQUIPMENT LOCATION. P L U V S 6PEG I ALT I P A 8� bIXTUR 71 66-8 I FT I ON CO -I 4" FLOOR MOUNTED GLEAN -OUT GAST IRON DOPY WITH O-RING DOTTOM OUTLET ROUND APJUSTADLE NICKEL DRONZE GLEAN -OUT HEAP REMOVADLE PLUS PUSH -ON OR NO -HUD TO MATCH PIPING INSTALLATI TD -I TRENCH DRAIN SYSTEM 6" WIPE TRENCH DRAIN SYSTEM POLYURETHANE CONSTRUCTION POSITIVE INTERLOCKING JOINTS INTESRAL 75% SLOPED DOTTOM INTESRAL RE -DAR CLIPS FOR LEVELINS 4" OUTLET APPROPRIATE FOR FIELD CONDITIONS HEAVY DUTY CAST IRON GRATE EQUAL TO ZURN Z -886 S-I WALL MOUNTED UTILITY TUD MOLDED FIDERSLASS CONSTRUCTION INTESRAL STRAINER INTEGRAL WASH DOARP WALL DRACKETS ANP HARDWARE EQUAL TO SWANSTONE MF -1W VERITEK PROVIPE STRAINER STOP, P -TRAP, GOOSENECK FAUCET W/ EWH -I ELECTRIC HOT WATER HEATER UNDER -SINK HOT WATER HEATER COPPER HEAT EXCHANGER , DRASS FITTINGS INLET FILTER SCREEN THERMAL SAFETY INTERIOR INSTALLATION 0 GPM FLOW RATE @ 667° RISE 10 YEAR WARRANTY 208V-- 21KW -- SINGLE PHASE EQUAL TO RINNAI OR POWERSTAR EWS -I EMERGENCY EYE WASH STATION WALL MOUNT ASSEMDLY STAINLE 1 STEEL. ['JOWL CHROME PLATED DRAS6 SPRAY -HEAP GALVANIZED STEEL PIPING W/ SAFETY YFI I OW COATING CHROME FLATEO TAIL PIECE ' WATER SUPPLY Ik" DRAIN FITTING ANP TAILPIECE WALL DRACKET HARDWARE UPC APPROVED ANP CERTIFIED EQUAL TO MRA2LEY MODEL 519 -22OD EWS -Z PORTADLE EMERGENCY EYE WASH STATION 7 GALLON CAPACITY STORAGE RESERVOIR IMPACT RESISTANT PLASTIC - SAFETY YELLOW PEDESTAL SUPPORT ASSEMDLY - POLYPROPYLENE CONSTRUCTION HINGED EYE WASH TRAY FOR PULL -DOWN OPERATION S Oz EYE WASH CONCENTRATE WASTE CART W/ CASTERS ONE (I) SET OP ON -SITE REFILL KIT W/ CAP AND LINER EQUAL TO DRAPLEY S19 - 921. S19 - 899 ANP 519 - 35") WALL MOUNTED HOSE DIDD FACTORY ASSEMDLED DOX TYPE ANTI-SYPHON VACUUM DREAMER AUTOMATIC DRAINING SqUARE DOX STYLE " CONNECTION ROUGH DR.ASS FINISH EQUAL TO WOOPFORP STYI F 15656 OR 1565P RECEIVED CITY OFT! IKWI IA JAN 0 8 7 , 1 u 1 PERMITGENTER Ii/18/06 I I /I7/0� 10/50/02 09/11/06 DRAWN 15Y: PLOT DATE: EFS COMMUNICATIONS ENGINEERING CONSULTANTS All drawings and written materials appearing herein constitute the original and unpublished work of the Engineer and may not be duplicated, used or disclosed without prior written consent CONSULTANTS SEAL s 1 - tFFT MECHANICAL/ELECTRICAL ENGINEERING: 6820 LAUFFER ROAD, COLUMBUS, 01110 43231 PRONE: (614)884 -0368 FAX 614 -884 -0846 lK Qwest. COMMISSION DATE: Spirit of e r 3► ic err,i< PLAN REVIEW / 15ID SET 75% DESI CAN REVIEW 50% DESIGN DEVELOPMENT HOSTINS CONCEPT REVIEW DESIGN DEVELOPMENT DESCRIPTION PROJECT NO: 06067 -O2- GhEGKED I LOGf? PLAN 6ZVV - T PROV I ❑1` ❑ L-, I P G I RUL-AT I PP l7ESIGNATION PESGRIPTION sERVIGE. FLOW RATE EVAPORATOR PRESS PROP HP /VOLTAGE /PHASE RIPS MIN. GIR AMPS PRESSURE GRWP - I END) SUCTION GENrPJ UE�AL PRIMARY GRILLED WATER 1495 C�PM A5 T. RP 25 / 450 / 3 1800 3 % E3ffLL.& GO55ETT GrtWP - Z C- NTRIFU ON GENrTZIPU1C-rAL PRIMARY GRILL) =D WATER 1495 CSPM AS T. RP 25 / 450 / 3 ISOO FELL& G055Err GOGLINC� TaVVEfZ NO. 2 FAN &Htwp - 3 ENV SUCTION CENTRIFUGAL PRIMARY GRILLED WATER 1495 C�PM A5 FT, Hp 25 / 450 / 5 1544 EEI I & C�055ETT FUTURE GHWP - 4 ENP SUGTIDN CENTRIFUGAL. PRIMARY &MILLED WATER IA GPM 45 FT Hp 25 / A / 3 1500 3% i3 EE L& GOSSETT REACTOR GNDWP --- I ENP SUCTION GENTR IFUC7AI_ CONDENSER WATER 19 P 50 SM 9 FT HP 4 75 / 484 / 3 1500 t3 ELL& GOSrr GNDWP - 2 END SUCTION GENTRIFUCrAL GONPENSEZ WATER 1950 c PM 94 Fr RP 75 / 450 / 3 1540 f3FI I & GOSSErr GNDWP - 3 ENP ralk.TION GENT IFUGAL CONDENSER WATER I950 GPM 94 I=r HP 75 / 40.42 / 5 1500 E3ELL& GO55Err FUTURE GNDWP - 4 LNG SUCTION CENTRIFUGAL GONPENSER WATE=R 1950 ORM 90 FT HP 75 / 450 / , 1500 f3EI J A. OaasErr UI LDI DIVISION SGHWIR - I END SUCTION GENTRIFUOAL SC= GONpARY CHILLED WATER 2.550 M 90 FT HP 100 / 450 / 3 I502 100 HORSE POWER I5ELL& o055ETT SGRWF' i ENP SUCTION GENTRIFUC-rAL SEGONPARY GRILLED WATER 2550 OPM 90 FT RD 100 / 40 / 3 1800 BELL& SOSSETT NOT - E5. PUMPS SHALL HAVE A VARIABLE FREQUENGY DRIVE PROJIPEP BY THE MG., INSTALLED BY THE MC ANP WIRED F_L.EGTRIGAL CONTRACTOR SUITABLE FOR v=2 OPERATION STARTER /DISCONNECT FOR PUMPS SHAD_ BE I IJRNISHEP ANP INSTALLED 15Y THE N FLTRIGAL CONTRACTOR ON A CONCRETE HOUSEKEEPING PAP AS FURNISHED ANP INSTALLED BY THE GENERAL CONTRACTOR PUMPING SPECIALTIES AS SHOWN IN DETAIL A / SHEET M -6. AS PER THE MANUFACTURERS REQUIREMENTS SECURE GRADE MOUNTED PIMPS PER STATE OF WASHINGTON AND CITY OF rUKWILA EUILDIN6 COVE I SECONDARY CHILLED WATER 2 PROVIDE PUMP MOTOR 3. COMBINATION SOFT aTART 4 ALL PUMPS SHALL BE MOUNTED 5 PROVIDE ANP INSTALL ALL 6 LEVEL AND ALIGN ALL PUMPS 1 CON TRACTOR PROV I71 VAR I A I_1 = 1 R1 - 6UF N GY 7R I Vt - DESIGNATION 2ESGRIPTION NOMINAL GAPAGITY pYPA / AGGEsORIffs EVAPORATOR PRESS PROP INTERNAL FILTER bESGRIPTION MIN. GIR AMPS 51NOLE El FGTRIGAL POINT GONN. /PRAE AME3IENT AIR TEMPE=RATURE vOLrASE VFp NO I COOLING TOWER NO I FAN 30 HOR POW INTEGRAL MANUAL BYPASS W /MOTOR STARTER 3 % LINE REACTOR • 35, 460 / 3 AL5i3 VFp NO 2. GOGLINC� TaVVEfZ NO. 2 FAN 30 HORSE POWEF' INTEGtZ?J_ MANUAL 6YPA55 W /MOTOR STARTER 5% LINE REACTOR 90- F Pia/ 78 ° W i 35 460 / 3 A5 VFp NO 5 GOOLINC7 TOWER NO. 3 FAN 30 HORSE POWER INTEGRAL MANUAL �YPASa W /MOTOR STARTER 3% LINE REACTOR 9a' F pia/ 78 • \A/7' 38 460 / 3 A(3E3 FUTURE VFP NO 4 OGLINC� TOWER NO. A FA NO. N 3O HORSE POWER INT R B E GAL MANUAL YPASS W /MOTOR STARTER 5 % LIN E. REACTOR 90 - F 013/ 78 ° \W" 35 4 0 / 3 A � 132 FT HD /44' 5 4 NOI ts HAVE A VARIABLE FREQUENCY GONPUIT SHAD BE FURNISHED ON A STEEL RAIL AS FURNISHED ALL PUMPING S PECIALTIES TOWERS A5 PER THE MANUFACTURER PLATES AS REQUIRED TO SUMP SWEEPER ASSEMBLY, LADDER WITH HANDRAILS DRIVE PROVIDED BY AND INSTALLED 15Y THE ANP INSTALLEP A5 S HOWN IN THE MEGHANIGAL CONTRACTOR. ELECTRICAL CONTRACTOR. 5Y ME GENERAL CONTRACTOR. ZONE 4 REQUIREMENTS AS PER THE STATE OF WASHINGTON AND THE CITY OF TUKWILA B BUILDING COPE CONNECTIONS IN SLMP. VFp NO 5 SGHWP NO I 100 HORSE PGVMER INTEGRAL MANUAL BYPASS W /MOTOR STARTER 3% LINE REACTOR UI LDI DIVISION 35 464 / 5 A vrP NO. as SGHWP NO. 2 100 HORSE POWER INTEGRAL MANUAL Pt,YPA 2 W /MOTOR S TARTER 5 % LINE REACTOR 2 FI F /.TRIGAL WIRING ANP 35 4 / 3 AI313 NOTES: SHALL HAVE A VARIABLE CONDUIT SHALL 5E FURNISHED MOUNT ANP INSTAI I FP FREQUENCY DRIVE PROVIDED ANP INSTALLED 15Y THE f3Y THE MECHANICAL CONTRACTOR. THE MANUFACTURER'S REQUIREMf INTERFACE - I. DY THE GHILLI=R MANUFACTURER. Fl FCTRIGAL CONTRACTOR. 5 EVAPORATOR AND CONDENSER 6ARRELS SHALL IDE TWO (2.) PASS CONSTRUCTION CONDENSER rIARRE L SHALL HAVE A MARINE WATER BOX 9 MINIMUM CIRCUIT AMPS FOR WIRE SIZING SHALL BE 685A. O MAXIMLM OVER CURRENT PROTECTION FOR PANEL DISCONNECT SHALL 6E 1,200A _/ 1 CONTACTS FOR REMOTE CONDENSER WATER AND CHILLED WATER PUMP START /STOP I. GENTRIFUGAL U 2 Fl FCTRICAL WIRING AND 3 DRIVES Sl DE WALL 4, MOUNT, SET MP LEVEL 5. PROVIDE TWO (2) YEAR 6. PROVIDE FACTORY AUTNORIZEP 7. PROVIDE FAILURE STATUS 8 PROVIDE H -O -A SWITCH 9. PROVIDE GROUND FAULT 10 PROVIDE CARRIER FREQUENCY 11. PROVIDE 4 - 2.0 MA 12. PROVIDE MAIN CIRCUIT 13. PROVIDE NEMA I DRIVE NT ALL VFp HOUSINGS AS PER PARTS AND LABOR WARRANTY START -If AND TESTING, CONTACT WITH MANUAL SPEED POTENTIOMETER. PROrEGTION. PROGRAMMABILITY OR O - 10 WC INPUT SIGNAL BREAKER DISCONNECT SWITC1 AND COMPONENT ENGLOSLFE CVV T PROV 171- ❑ COOL- I N TOWF I DESI PESGRIPTION NOMINAL OAPAGITY EVAPORATOR FLOW RATE. EVAPORATOR PRESS PROP pESIC7NATION bESGRIPTION NOMINAL GAF AC- ITY CONDENSER WATER FLOW RATE GONPENSER WATER EWT /LWT AME3IENT AIR TEMPE=RATURE SINGLE POINT EL EGTRIGAL GONN Hla /VOLTAGE /PHASE 650 TONS 1560 GPM TOWER NO I INDUCER PRAHr, GDl1NrERFLOVV G5O TONS 1544.6 GPM 90 ° F /85 • 90 ° F P 75' W13 ZO / 46O / 3 1 1 1 D_ TOWER NO Z INpL1GEp PRAM-, GOUNTERFLOW 050 TONS 10 GPM 90 ° F/55 ' 90- F Pia/ 78 ° W i 20 / 460 / 3 • /9425 487.4/460/3 TOWER NO 5 INDUGEJ7 DRAFT, GOON TERrLOW 7So TONS 154000 C�PM 9O ° F/55 ° F 9a' F pia/ 78 • \A/7' ZO / 4110 / 5 CENTRIFUGAL GRILLER 650 TONS FUTURE TOWER NO 4 INPUG� DRAFT, GOUNTERFLOW 6sa TONS I S4O.6 GPM 90 ° F /55 ' F` 90 - F 013/ 78 ° \W" ZO / 460 / 3 132 FT HD /44' 5 4 NOI ts HAVE A VARIABLE FREQUENCY GONPUIT SHAD BE FURNISHED ON A STEEL RAIL AS FURNISHED ALL PUMPING S PECIALTIES TOWERS A5 PER THE MANUFACTURER PLATES AS REQUIRED TO SUMP SWEEPER ASSEMBLY, LADDER WITH HANDRAILS DRIVE PROVIDED BY AND INSTALLED 15Y THE ANP INSTALLEP A5 S HOWN IN THE MEGHANIGAL CONTRACTOR. ELECTRICAL CONTRACTOR. 5Y ME GENERAL CONTRACTOR. ZONE 4 REQUIREMENTS AS PER THE STATE OF WASHINGTON AND THE CITY OF TUKWILA B BUILDING COPE CONNECTIONS IN SLMP. ..< _... I ( REVI F OR i Co ®E C � MP � TONCE - �� �p�►qs���� FEB- 6 200 f CD I GOOLINS TOWERS SHALL 2 AN . El FGTRIGAL WIRING P 3. TOWERS SHALL 15E MOUNTED TOWERS 4 PROVIDE ASSEMBLE AND INSTALL 5 RIG, SET ANP LEVEL ALL 6 PROVIDE ANP INSTALL. BASE 7. PROVIDE FAGrORY INSTALLED , PROVIDE AND INSTALL ACCESS REQUIREMENTS. MEET LOCAL SEI11G INGLLPINS PIPINS AND AND TOE-PLATES UI LDI DIVISION £WEST FROVI7E17 WATER 6 OOLE7 G - 1\TRIffU0AL GI F ILLERS DESI PESGRIPTION NOMINAL OAPAGITY EVAPORATOR FLOW RATE. EVAPORATOR PRESS PROP EVAPORATOR EWT/LWT CONDENSER FLOW RATE CONDENSER PRESS DROP CONDENSER EWT/LWr 5 1NaLE POINT ELECTRICAL GONN RLA /VOLTAGE /PHASE GRILL NO I CENTRIFI AL 61 I FR 650 TONS 1560 GPM 132 FT HD /44° 5 ' 1950 GPM 242 FT HP b5° /94 2Fs' 487 4/460/3 . 1 \.<= 1 1 1 D_ )\c-N 0 (- qm \,... ) CHILLER NO. 2 CENTRIFUGAL CHIT 1 FR 650 TONS 1560 GPM 152 FT HD 5 4. /44 1950 GEM 242 FT HD • /9425 487.4/460/3 I 1 > I\ CHILLER NO 3 CENTRIFUGAL GRILLER 650 TONS 1560 GPM 13 FT HD / 44 ' 5 4 " F1 1950 G�f 242 FT HD . • 467.4/460/3 FUTURE CHILLER NO. 4 CENTRIFUGAL CHIT 1 FR 650 TONS 1560 GPM 132 FT HD /44' 5 4 1950 GPM 242 FT HD 55 /96 467.4/460/3 ..< _... I - - / A _ - A NOTES: A /-\ I CENTRIFUGAL CHILLERs SHALL HAVE A vARIAekE FREQUENCY DRIVE PROVIDED BY THE GHILLI MANUFACTURER - YORK YKEMEKP5 -6TE ELECTRICAL GONrRACTOR /__` 2 FI F /.TRIGAL WIRING ANP CONDUIT SHALL 5E FURNISHED AND INSTALLED BY THE A - - 3 CHILLERS SHALL 5E MOUNTED ON A CONCRETE HOUSEKEEPING PAP AS FUZNISHEP ANP INSTAIIFP BY THE GENERAL CONTRACTOR 4, PROVIDE ANP INSTALL ALL PLWPING SPECIALTIES AS SHOWN IN 5 RIG, SET AND LEVEL ALL CHILLERS AS PER THE MANUFACTURER'S REQUIREMENTS 6 PROVIDE ANP INSTALL 15ASE PLAT:5 A5 REQUIRED TO MEET LOCAL SEI ZONE 4 REQUIREMENTS AS PER THE STATE off WASHINGTON ANP CITY Ot - TUCWILA pUILPINE COPE 7. FOILING FACTOR FOR EVAPORATOR 5ARREL ANP CONDENSER BARREL SHALL NOT EXCEED 0.00010 5 EVAPORATOR AND CONDENSER 6ARRELS SHALL IDE TWO (2.) PASS CONSTRUCTION CONDENSER rIARRE L SHALL HAVE A MARINE WATER BOX 9 MINIMUM CIRCUIT AMPS FOR WIRE SIZING SHALL BE 685A. O MAXIMLM OVER CURRENT PROTECTION FOR PANEL DISCONNECT SHALL 6E 1,200A _/ 1 CONTACTS FOR REMOTE CONDENSER WATER AND CHILLED WATER PUMP START /STOP PLAN REVIEW / SID SET 2. INTEGRATED) FLOW SWITCHES ON CONDENSER ANP GHII I FP WATER 13ARRE _S 75% DESIGN REVIEW '�\ 3 FILLY PROGRAMMABLE MICROPROCESSOR BASED CONTROLS ;!`\ 09/11/06 4 MOD6U5 INTERFACE DEVICE - SUITABLE FOR REMOI E MONITORING AND) CONTROLS 5 SWING DAVIT FOR BARREL END GAP REMOVAL MECHANICAL/ELECTRICAL ENGINEERING: COMMUNICATIONS ENGINEERING CONSULTANTS 6820 LAt Ft ER ROAD, COLUMBUS, OHIO 43231 PHONE: (614)884 -0368 FAX:614 -884 -0846 © All drawings and written materials appearing herein constitute the original and unpublished work of the Engineer and may not be duplicated, used or disclosed without prior written consent CONSULTANTS SEAL T . .- .R n , -.P y'rN. Q . - r • LiT Qwest Spirit of Servicerm I 1 0DL III 1 II / II l II Q) 1 , Y . 1 \.<= 1 1 1 D_ )\c-N 0 (- qm \,... ) / y l 1/ I I I 1 > I\ ,\I > )-- c \ ; \. li \ < C1 D_ \ I ____) I (::::) \\</// 0 =_;-:.:: ////' 1 Il ) < _C \, 1 \ \ I)' ..< _... I - - / A _ - A - A /-\ _ /_ - /__` - A - - - _ - A _/ I2-/I8/06 PLAN REVIEW / SID SET 4 � \ I I/17/O6. 75% DESIGN REVIEW '�\ 10/0/06 50% DESIGN PEVFI OPMENT ;!`\ 09/11/06 1 INS GONGEPI REVIEW 8//-5/0b DEG ION DEVELOPMENT REV- DATE DESCRIPTION PROJECT NO: 6 - 6OMM1561ON DATE: DESIGNED F7Y : E=PS DRAWN 15Y: Js 6I1EGKED if?Y: I --- FS PLOT DATE- ShFFr r1 rLE: V1 - AN A N 1 G?,_, 1 PVJ J RbL_ V 2- VAC, 1 J l f M 1 N T As1 AIR SEPARATOR STEEL SHFII ANP INTERNAL SUPPORTS STAINLESS STFFI STRAINER STAINLESS STFFI AIR GGLLEGTOR TUI5E 14 RANGEP CONNECTION 282.0 GPM CAPACITY 48" HIGH FLOOR MOUNTIN SKIRT is FULL GAPAGITY AIR VENT 2 " FULL GAPAGITY DRAIN VALVE I" MANUAL BLOW DOWN VALVE ASME GORE CONSTRUCTION 125 PSIS WORKINS PREfURE EQUAL r0 DELL & GO SETT ROLAIRTROL R -14F EXI PRESSURIZED EXPANSION TANK HORIZONTAL INSTALLATION CARBON STEEL SHELL HEAVY DUTY IDYL RUBBER BLADDER ASME 6017E GONSTRUGTION SEISMIC RESTRAINTS FOR HANGERS 125 PFIG WORKING PRESSURE In GALLONS TANK VOLUME 132 GALLON ACCEPTANCE VOLUME r THREADED SYSTEM CONNECTION , Tr1REEADEP DRAIN CONNECTION GHARGINS VALVE - PRESET TO 12 PSI EQUAL TO BELL & GOSSErr SERIES B 7 RECEIVED CITY OFT / WWII A JAN 08`Luui PERMITCENTER MECHANICAL/ELECTRICAL ENGINEERING: a COMMUNICATIONS ENGINEERING CONSULTANTS 6820 LAUFFER ROAD, COLUMBUS, OHIO 43231 PHONE: (614)884-0368 FAX614-884-0846 All drawings and written materials appearing herein constitute the original and unpublished work of the Engineer and may not be duplicated, used or disclosed without prior written consent 60NgULTANTS SEAL , V ie AtliA.s1., '0 4. - 4., 1 1. %'''' 14' x5 _ 4 1: 4 " ' 4:C4 r 7 . 14P : Vt.• :4 C I EXPIRES MEd= 14 ', 44 Qwest Spirit of Service" .1 0 cy H I I 1 1, ■ _,.. Z X ( ---- < < \ D _ a._ ___ 1 ii 1 ) < \, ) - - _ A - - N - LL - - A _ A z--/\ 12-A5/(26 PLAN REVIEW / f)112 SET -\ 11/17/06 75% DESIGN REVIEW -\ 10/50/06 50% DESIGN DEVELOPMENT A 05/11/06 HOSTING 6ONGEPT REVIEW A 0_5/25/06. DESIGN DEVELOPMENT REV DATE DESCRIPTION PROJECT NO: 06067-02- GOMMISSION PATE' DESIGNED t:)Y. EI'' PRAWN f5Y UffS alEGKED if)Y. EFS PLOT PATE: S1E.ET TITI V F T - AN AL 1 NT 1 A ON Pt A STAINLESS STEEL RAID ELEXIlf2LE PIPE CONNECTOR REFER TO PETAL MI5) SUCTION DIFFUSER VV/I\TEORAL STRAINER AND CONSTRUCTION STRAINER. UPON COMPLETION 0 PROJECT REMOVE CON STRAINER, GLEAM PFffUSER AND I\STALL PERMANANT STAI\ER SCREEN \O SALE p 6 GHILLED WATER PIPING ThRU ROOF GURI5 0 6GAL PROTECT INSULATION JAG/SET WITH A GALVANIZED SADDLE SEGUTED TO THE OPE\INS IN THE ROOF GURF WALL. • 2. Flif7ERSLASS INSULATION O\ T YPk OR PROVIDE Al I -WEATHER JAG P P OR zO P6 FULL SIZE HIall PERFORM DJTTERFLY VALVE FLOW MEASURING ORIFICE r7ALAINGINS VALVE GLIEGK VALVE FLANGED GAST IRON CONCENTRIC INCREASER ;A CONCRETE HOUSEKEEPINS PAD 15Y Sc-. ADJUSTABLE MOUNTI A \S LEO NOE ALL VALVE, NIPPLE & THREADED ELF)OW EOR PRAIN - FAL 6PLT A6 NEW AIR HANDLER WALK. AIR HANDLINe UNIT ROOD 6UR) R OO EXISTINS PLATFORM STEEL SEAL PENETRATION AIR AND WATER TIOHT OF FR RI6TION CLAMP AROUND PIPE. PROVIDE 3 /4" NEOPRENE ISOLATION PAD UNDER GL AMP EARS. AIR HANDLER 7ASE PLATE AND f3ASE RAIL. AN 1/4" TAP EOR PP SENSOR 66R 0 SGALF R AS MANUAL AIR VENT LiquIP FILLED PRESSURE CAUSE I/4" TAP FOR PP SENSOR SUCTION TAP 01\ PUMP Ple6hAReE TAP /-- ON PUv1P \O GAU 297992229' 22: MAN. AIR VENT THERMOMETER RANSE 0° TO 120 (TYP.) SWING CONNECTION (TYR) DRAIN PAN 24 COIL G O. PLUS 0 6GAL_ N LO DEAN/ CLAMP GLEVIS HA INSULATION WOOD F7LOGKI 6ONTRATOR GWR x UNIT SP. (MIN. 3") 12- P N- AUTO CONTROL VALVE e6hEDLJLE GPM AT 10 FT. HP. MAX. SER - OVER SIZED FOR 16" DIAMETER CHILLED WATER PIPE 2." Elif)EROLASS INSULATION WITH AN ALL WEATHER JACKET S f5Y MEG SIZE "A" SEE PLANS FOR CONTINUATION U S PETE'S PLUS (TYR) INSTALL AS GLOSE AS Poeslif)LE TO 6ONTROL VALVE REVIEWED OR CODE COMPLIANCE rliroroemonn FEB - 6 UM gf Tokvvils BUILDING DIVISION TO FP RECBVED CinfriP WWII A JAN 08 PERMITCENTEF1 7-72--M I2. d w g