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Permit D10-222 - MUSEUM OF FLIGHT #9-04 - RESTROOM AND FINISH
MUSEUM OF FLIGHT #9 -04 9305 EAST MARGINAL WYS D10 -222 City oPrukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 5624201034 Address: 9305 EAST MARGINAL WY S TUKW Suite No: Project Name: MUSEUM OF FLIGHT #9 -04 Permit Number: D 10 -222 Issue Date: 10/15/2010 Permit Expires On: 04/13/2011 Owner: Name: MUSEUM OF FLIGHT FOUNDATION Address: 9404 EAST MARGINAL WAYS , SEATTLE WA 98108 Contact Person: Name: NATHAN MESSMER Address: SRG PARTNERSHIP , 110 UNION ST - SUITE 300 98101 Contractor: Name: SELLEN CONSTR CO INC Address: PO BOX 9970 , SEATTLE, WA 98109 Contractor License No: SELLEC *372ND Phone: 206 - 973 -1695 Phone: 206 - 682 -7770 Expiration Date: 06/01/2011 DESCRIPTION OF WORK: NECESSARY UPGRADES FOR RESTROOM CAPACITY IN THE EXISTING 9 -04 BUILDING TO ACCOMODATE NEW SPACE SHUTTLE GALLERY. FINISH WORK TO ACCOMMODATE NEW FACILITIES AND ELECTRICAL SUPPORT FOR NEW GALLERY. Value of Construction: $244,525.00 Fees Collected: $4,406.95 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: I -B Occupancy per IBC: 0006 * *continued on next page ** doc: IBC -10/06 D10 -222 Printed: 10 -15 -2010 City ofTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D1O -222 Issue Date: 10/15/2010 Permit Expires On: 04/13/2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: L116:-D r Date: / I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or • - • - rformance of work. I am authorized to sign and obtain this development permit. Signature. Date: l o/ i % zol Print Name: rl A -MA ESCIOCK 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: IBC -10/06 D10 -222 Printed: 10 -15 -2010 • ► wqs City of Tukwila iDepartment 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 Parcel No.: 5624201034 Address: Suite No: Tenant: PERMIT CONDITIONS 9305 EAST MARGINAL WY S TUKW MUSEUM OF FLIGHT #9 -04 Permit Number: Status: Applied Date: Issue Date: D10-222 ISSUED 08/19/2010 10/15/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: 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. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: 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. 13: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 14: Applicant shall apply for a separate permit to remove and relocate the airpark building. 15: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 D10 -222 Printed: 03 -02 -2011 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: htty://www.ci.tukwila.wa.us 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 18: 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) 19: 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) 20: 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) 21: 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) 22: Install a sign on both sides of 3 hr. roll down fire door which reads, "WARNING! DOOR WILL DROP WHEN FIRE ALARM SOUNDS." 23: 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) 24: 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) 25: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 27: 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. (IF'C 1011.1) 28: 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 (9.5 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 doc: Cond -10/06 D10 -222 Printed: 03 -02 -2011 • 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: htqx//www.ci tukwi la. wa. us 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) 29: 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) 30: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot -candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 31: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 32: 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) 33: 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) 34: All new sprinlder systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinlder systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 35: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 36: Local U.L. central station supervision is required. (City Ordinance #2051) 37: 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) 38: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 39: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 40: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 41: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 42: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 43: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 44: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 D10 -222 Printed: 03 -02 -2011 • 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 * *continued on next page ** doc: Cond -10/06 D10 -222 Printed: 03 -02 -2011 • (City of Tukwila 90a 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.tulcwila.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. Signature: /,61//,,,,9 7%444,0-- Print Name: nl A'11-h A N J 1M P s S M E j, Date: 3/2/1°1 i doc: Cond -10/06 D10 -222 Printed: 03 -02 -2011 • 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 Parcel No.: 5624201034 Address: Suite No: Tenant: PERMIT CONDITIONS 9305 EAST MARGINAL WY S TUKW MUSEUM OF FLIGHT #9 -04 Permit Number: Status: Applied Date: Issue Date: D10-222 ISSUED 08/19/2010 10/15/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: 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. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: 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. 13: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 14: Applicant shall apply for a separate permit to remove and relocate the airpark building. 15: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 D10 -222 Printed: 10 -15 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http. //www.ci.tukwila.wa.us 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 26: 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) 27: 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 (9.5 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) doc: Cond -10/06 D10 -222 Printed: 10 -15 -2010 • 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 28: 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) 29: 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) The path of egress shall require emergency lighting until exit discharge is accomplished. 30: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 31: 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) 32: 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) 33: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 34: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 35: Local U.L. central station supervision is required. (City Ordinance #2051) 36: 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) 37: 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) 38: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 39: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 40: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 41: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 42: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 43: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 D10 -222 Printed: 10 -15 -2010 • 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: htv//www.ci.tulcwila.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. Signature: Print Name: ■1■1-1-1A1J J vvi SSM - Date: /0// $- /z ei 0 doc: Cond -10/06 D10 -222 Printed: 10 -15 -2010 Terk- CITY OF TUKtLA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 • http://www.ci.tukwila.wa.us Building Permit No. tl (0- Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. or of ice use on! Applications and plans must be complete in orddr to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION ({��/� �/ G King Co Assessor's Tax No.: 562''1 2.010 3409 Site Address: .t ?o ✓ eaS 1 MCP' %/t4 / Way South Suite Number: Tenant .Name: - Museum of FI i y h t -I - O y New Tenant: Property Owners Name: The WIN S eat'► of F i y 1i t Mailing Address: 01404 ast (k14ryrtti / War So d1-i Seattle City Floor: ❑ Yes Igj ..No State '18108 Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: & a,' Messmer Mailing Address: SRC , 110 Vnian Si: St -,'ie 300 E -Mail Address: h YYl e S S %i e r( s r9 partite cawi Day Telephone: Seal-fie City Fax Number: 2D6• 775. 1696 WA Viol State Zip 20(0.973 • 1701 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: Contact Person: Seller) Covisiruzfion Conipan�r P.O. fox 9970 Seal-He WA el8109 E -Mail Address: grei- A0441/'49 City Day Telephone: beet. downitly@ se!len. CDm Fax Number: se I l e L 372. n o Expiration Date: Contractor Registration Number: State Zip 206.805' 7/90 20(0. 623.5206 0(0/ of / 2011 ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Mailing Address: Contact Person: S &G Parinersht;o 1) o Vn l'on Street S u''fe 300 Wafhah Mcsswle,- E -Mail Address: h tile Ss vlie r e s ri r ar l erS 1),P .`CO ✓t'i Seaht /e City Day Telephone: Fax Number: wA *POI State Zip 206-6113•16c1s 206. 173 •1701 ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: 14(149v1u.sson k1evie•nctc 13 01 F''4' +1, A venae (4''e9 8,x1.39 s 9 b ri of 9 s@ m k a. yr' H \Applications;Fnnns- Applications On Line \2010 Applications %7 -2010 - Permit Application.doc Revised: 7 -2010 bb A Ssocsa +es Seattle City Day Telephone: Fax Number: State Zip 206..2/S•536,8 206.2_92•/zol Page l of 6 BUILDING PERMIT INFORMATI(il}— 206 -431 -3670 ill 5015- Valuation of Project (contractor's bid price): $ , Existing Building Valuation: S Scope of Work (please provide detailed information): � s / / i/i/ %0�l of a new �aller y Rat e Can 1'YI vt s e . m of Flti *, h us e Space SJiuffl er will liece55 i1a f-C restrdoiti Capaci if) PIP fAU , 1-o4 P `ictpr � G�C dm o,M k � w i 7 e S 444 E l ecf r i (-ua il fdiS ' pact I t -6r new al1fy- Will there be new rac< storage? ❑ Yes .. No If yes, a separate permit and plan submittal will be required. Provide AB Building Areas in Square Footage Below . , Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l' Floor /Sl31 A3 2nd Floor 3`d Floor ' • Floors thru Basement Accessory Structure* - ! 1 Attached Garage .t . Detached Garage Attached Carport Detached Carport ` • ' , ., �1 _ Covered Deck • Uncovered beck 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): *Provide documentation th* Number of Parking Stalls Provided: Floor area of principal dwelling: Floor area of accessory dwelling: shows that the principal owner lives in one of the dwellings as his or her primary residence. KfF{1;TO }-IEFFRON TRANSpORTA oi./ PA1214.11JCI Dr.MAND AND SVp, i ANAUASiS lb Standard: Compact: Handicap: ex ?RovtDED Will there be a change in use? ❑ Yes ' No If "yes ", explain: , FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? • . ❑ Yes 0. 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 ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department: H: Applications ,arms- Applications On Line 2010 Apphentionsl7 -2010 - Permit Apphcation.doc Revised: 7-2010 hh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application 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 Signature: Print Name: ER OR AUTH IOWA I -� ;. D AGENT: 1.4 c1ra Lohman Mailing Address: 1/ 9 / Second Avenue, Suite 'Soo, Day Telephone: Seat +le. City Date: in /iD Zo(•8o8.7877 WA 15/01 State Zip Date Application Accepted: e._.•,) 0 Date Application Expires: Staff Initials: H:ApplicationsTomx- Apphcat ons On Line 2010 Applicat ons :7 -2010 - Permit Application (inc Revised: 7.2010 hh Page 6 of 6 Parcel No.: Address: Suite No: Applicant: 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.TukwilaWA.gov 5624201034 9305 EAST MARGINAL WY S TUKW MUSEUM OF FLIGHT #9 -04 RECEIPT Permit Number: Status: Applied Date: Issue Date: D10-222 ISSUED 08/19/2010 10/15 /2010 Receipt No.: R11 -01507 Initials: User ID: Payee: JEM 1165 Payment Amount: $63.00 Payment Date: 07/19/2011 01:15 PM Balance: $0.00 SEATTLE OFFICE, SRG PARTNERSHIP PC TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 519151 ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $63.00 63.00 doc: Receiot -06 Printed: 07 -19 -2011 • C City of Tukwila Parcel No.: Address: Suite No: Applicant: • 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 5624201034 9305 EAST MARGINAL WY S TUKW MUSEUM OF FLIGHT #9 -04 RECEIPT Permit Number: Status: Applied Date: Issue Date: 1)10-222 ISSUED 08/19/2010 10/15/2010 Receipt No.: R11 -00388 Initials: User ID: WER 1655 Payment Amount: $63.00 Payment Date: 03/02/2011 09:55 AM Balance: $0.00 Payee: MUSEUM OF FLIGHT TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 63642 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $63.00 63.00 doc: Receiot -06 Printed: 03 -02 -2011 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.: 5624201034 Permit Number: D10 -222 Address: 9305 EAST MARGINAL WY S TUKW Status: APPROVED Suite No: Applied Date: 08/19/2010 Applicant: MUSEUM OF FLIGHT #9 -04 Issue Date: Receipt No.: R10 -02086 Payment Amount: $2,672.65 Initials: WER Payment Date: 10/15/2010 10:40 AM User ID: 1655 Balance: $0.00 Payee: MUSEUM OF FLIGHT TRANSACTION LIST: Type Method Descriptio Amount Payment Check 62338 2,672.65 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $2,672.65 2,668.15 4.50 doc: Receiot -06 Printed: 10 -15 -2010 • 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.: 3324049019 Permit Number: D10-222 Address: 9404 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 08/19/2010 Applicant: MUSEUM OF FLIGHT #9 -04 Issue Date: Receipt No.: R10 -01636 Initials: WER User ID: 1655 Payment Amount: $1,734.30 Payment Date: 08/19/2010 02:30 PM Balance: $2,672.65 Payee: MUSEUM OF FLIGHT TRANSACTION LIST: Type Method Descriptio Amount Payment Check 61661 1,734.30 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,734.30 Total: $1,734.30 doc: Receiot -06 Printed: 08 -19 -2010 Tr?r.TT:i17117:‘:..7 .7-7r17..T.t.rer :-1:7"-• - - • INSPECTION RECORD Retain a copy with permit PERMIT NO. .44 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: AlitC ll %AA eri: -Fle+ri TypepfInspection: ,,, -1-- i AJ fri 15%) : (01-4A4 Address: 9 Date Called: Special Instructions: • Date Wanted: a.m. -7 1 1 1.... .m Requester: Phone No --ZO 6 - 511 - 3337 nApproved per applicable codes. D Corrections required prior to approval. COMMENTS: 0 c Me/ )01-,,/ t ti: A-/ ;Ai, - Atc9/4/4•4, (e, II I I de /1,11 AM 1 1 1 le . . Inspec./.14.t ' _ 444 /47NSPECTION FEE .paid at 6300 Southce Date: • AAAmA%." 7 -2 9. -- it . .,,..i,. • . ... A , EQUIRE . Prior to next inspection. fee must be • . •••'. '... ter Blvd.. Suite 100. Call to schedule reinspection.- - -....;. -, . • •, •,:•."...,..., r.„t.•,-tjpr -•. • . "7,y-.4 ' • • . , • - ./).---i _ _ _ _ _ —.. __ — _ .......___......i.... .._ — : ___ .- ......:,- •,..2 _:,:'.,. (3 INSPECTION RECORD RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 010 Project: ('1) 6 f it iv\ of r i i cpt-y r- Type of Inspection: .,...A.A.e.6 CA e L.: 6 tCr;11 J- Addres: s 9 AAA-I 6.! ,ci AL_ Date Called: 1 ,-----, Special Instructions: Date Wanted: ,-......„ a.m. If .m. Requester: Phone No: 7,t9 0 --• 5-r7 I -33) 7 Approved per applicable codes. @Corrections required prior to approval. COMMENTS: 0 IA-Ike-4 ■s-e ek to ..i,,,,eNi AAANNA.,-.. .... _ .._ -.. spector DaieL 23, 6 REI CTION EQUIRED. rior to rext inspection, fee must be .• pai 00 Southcenter Blvd., SiMte 100. Call to schedule reinspection. } ' INSPECTION RECORD r Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type Inspection: Address Date Called: Special Instructions: f / Date Wanted: / Z S'l p.m. Requester: Phone / ?_∎13. (0 -5 '7 (r 33'7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Insp ctor: r7 REINSPECTION FEE REQUIRtor to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. '' IDate:� J� I (( fr Asaaw n7"Yr"" 'r {aro'°'r�F?.�..,� f w�r•s.. r.- .r •xY+" INSPECTION RECORD. 22., 40. Retain a copy with permit IS /t INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 PERMIT NO. Pro a t: Type o Irspectio k Address: S /� 9 30S F. v 1 /��J� .( ".- Datte�Called: Date Special Instructions: L, r ,,{T __O.,* Date Wanted: -7_ s-___ �- — •.-afar' p.m. Requester: Phone No: _ Approved per applicable codes. Corrections required prior to approval. COMMENTS: IDat 7) " nR CTION FEE REQUIRED. Prio to next inspection, fee must be: ri p t 6300 Southcenter Blvd., Suit 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection: Address : 305 Date Called: Special Instructions: Date Wanted: (� — t'4 — ( ( .gym_ p.m. Requester: Phone No: 71 -33 3 7.0 (e, —S Ci Approved per applicable codes. O Corrections required prior to approval. COMMENTS: 0 ig"),S, ( 4.7, ),./e (iy- /.5 ' � e) 2 4,r'i✓JV/CV Inspec, . r: Date: ! -I El SPECTION FEE REQUI ED. Prior to next inspection. fee must be p at 6300 Southcenter Bl d.. Suite 10 Call to schedule reinspection. •• -7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 22Z CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 fr, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Protect: Muse.0 -441---01 Type of I spection: - 'rAAA, A.6 Address: 6 )S €.-* Lk Af 6. Al 1-,--- Date Called: Special Instructions: Date Wanted: ` .� r I' P m. Requester: Phone No: 30 -51'3 ® Approved per applicable codes. Corrections required prior to approval. 7' COMMENTS: l f" —7— It, ) Date: R INSPECTION FEE REQUI D. Prior to net inspection. fee must be p id at 6300 Southcenter Blvd., Suite 100. C ll to schedule reinspection. INSPECTION RECORD Retain a copy with permit 31 o - 2 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I'` 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206)431 -2451 �+ Pr ct: r lt‘' Type of I spection: Adele :os £ k r J Called: Special Instructions: C-x'Sr` Lq J Date Wante a.m. d: i . Requester: / Phone No: Zo4�730 - -y573,6 ElApproved per applicable codes. 0 Corrections required prior to approval. CCO'�MMENTS: 1 irocci. cov`I4&L' ✓- Roet% oaf to_ ..2 )) PieNesS v?GkWa..1 C1".='- Iat' t-1 c'" ViTi � ra sou bar 20 if NA.,.., "- _` r Date: , /5- / E SPECTION FEE REQQIRED. P for to next inspection. fee must be a d at 6300 Southcenter B vd.. Su to 100. Call to schedule reinspection. INSPECTION RECORD • / �(O Retain a copy with permit INSPECTI N N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670, Permit Inspection Request Line (206) 431 -2451 Pr ect: t,,, i �S�t)'�t ,/� / ./,/ cch-1, -, "+t / t 'tJ✓�d — 4/ dr P ell Type of Inspection; 7C'1A!" %� ', ")eio Address: �,� -.3"-- r _ , cGk , Date ailed: Special Instructions: Date Wanted: S. •- a.m. Requester: Ph ?-.D 6 _ 5 /21 . 333 /7 ElApproved per applicable codes. Corrections required prior to approval. V.;: COMMENTS: ,/� / ./,/ cch-1, -, "+t / t 'tJ✓�d — 4/ dr P ell J. ,11al highs./ re.4 14)V'v - r.r4-410, . ✓ ,C %.? l✓" (j Keve"— 4/A0 'ea ,, ")eio d • y Date: PECTION FEE REQUIRED. Prior t next inspection, fee must be at 6300 Southcenter Blv .. Suite 100. Call to schedule reinspection. • S. • .1?=;°''riti`:s:+r'Y'. ":f8{ 7.WeFTr,.f; -• ^wi. e: te r: �• INSPECTION RECORD. Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: 412,C,Z ?'s1 OF r MI6 h'i Type of Inspection: 72?r901/itlto Date Called: Address: 93n5 Z' , oie4/ 0L.. Special Instructions: Date Wanted: . .• Requester: Phone No: 0166- 730 -ggg. 6 ElApproved per applicable codes. OCorrections required prior to approval. COMMENTS: // /%747AL S< /OA //% A.4.„,„1fL .1,444,,A. �ect "4/44, /.1A ■ Date: .�— P -/_ SPECTION FEE R 4UIRED. Prior 'o next inspection, fee must be id at 6300 Southcent r Blvd.. Suite 00. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION 0. PERMIT NO. CI Y OF TUKWILA BUILDING DIVISION ' . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 /c) -22.1. Project: ,fins 'ilrn d F F/f6 T Type of Inspection: / ±9 ,,oz it✓ 4 Address: Date Called: Special Instructions: • Date Wanted: . ted: Requester: Phone No: ta0 € 0'_8. /� g C. ice pJroved per applicable codes: COMMENTS: r+� orrections required prior -to approval: `'f odvk —/(7 /te lit_' & f,er'dic-- ie.. kitQr a - Y• • � •:•• D 1 REINSPECTION FEE RE VIREO Prior -to next.inspection. fee must be paid at 6300 Soulhcenter Blvd..- • uite 100. Call tq schedule reinspection. .-'A• s ..� d• 4- INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING D 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Permit Inspection Request Line (206) 431 -2451 la, O.-. 22.2. PERMIT NO. IVISION (206) 431 -3670 Project: • Type of Inspection: Address: 9 366 a ."fra 9/ Date Called: • Special Instructions: - • Date Wanted: /€2 — si r► _ /a ltei p.m. Requester: Phone No: UApproved per applicable codes. COMMENTS: pro h Corrections required prior to approval. •6N ate— oidker I ze V1..061 0 REINSPECTION FEE R -l1�UIRED. Prior to next inspection, fee must be paid at 6300 Southcenter B vd.. Suite 100. Call to: schedule reinspection. 44:114""Maals.. -.. •r.. r,: Rareti -r7e•! Xii INSPECTION NUMBER INSPPECrION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: x , (31 , S 01 csz (74 e_ � Type of Inspection: . -Ft v g L., Address: Suite #: °'‘S(5 a,Iry\, `,a%-)t s- Contact Person: Special Instructions: Phone No.: FLApproved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: c \ <'\\N\ 51 Date: 7 174 fl Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: _ Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 4 DURA•SKRIM® Bowe & 6WW Foar4ayar Reinforced Extrusion Laminate APPEARANCE THICKNESS, NOMINAL WEIGHT CONSTRUCTION TENSILE STRENGTH Ibf/IL(Ulan) ELONGATION AT BREAK GRAB TENSILE *TRAPEZOID TEAR HYDROSTATIC RESISTANCE MULLEN BURST MAXIMUM USE TEMPERATURE MINIMUM USE TEMPERATURE PERMEABILITY WVTR PERM RATING grainsl(R° hr'ln Hg) (g/(24hrm°.mm Hg)) 'Tess are an average of diagonal directions. TEST METHOD. ASTM D7003 ASTM D7003 ASTM D7004 ASTM D4533 ASTM D751 ASTM D751 DURA.SKRIM GBB Imperial Metric �'B[atk/Biack' i DURA•SKRIAI 6W13 Imperial. Metric White /Black ®1SO 9001:2008 tIEURIDMANAGEMER7EIsfl it DURA•SKRIM 6WW imperial Metric ;5 White/White 6m110. 15mm 6m110. 15mm 01111 24 Ibs/MSF 117 /m' 27 Ibs/MSF 132 On' 28 lbs/MSF 3.5 oz/yd2 g 3.9 oz/yd2 4.0 oz/yd2 Extrusion laminated with scrim reinforcement 42 Ibf. 450% 65 Ibf. 50ibf. 40 psI 60 psi 180 °F -70 °F ASTM E96 0.03 Method A g /100in' /day ASTM E96 0.07 Method A Penns 187 N 450% 289 N 222 N 280 kPa 413 kPa 82°C -57 °C 0.5 g/m' /day 42 lbf. 450% 65 lbf. 50 Ibf. 40 psi 60 psi 180°F -70°F 187 N 450% 289 N 222 N 280 kPa 413 kPa 82 °C -57 °C 0.03 05 9/1001n' /day g /ne /day (0.05) 0.07 (0.05) Perms Perms Perms 421bf. 45095 65 Ibf. 50 Ibf. 40 psi 60 psi 180°F -70 °F 0.15 mm 137 g /m' 187 N 450% 289 N 222 N 280 kPa 413 kPa 82 °C -57 °C 0.03 0.5 g/100b T /day 9/0/day 0.07 (0.05) Penns Perms DURA•SKRIM° 6WW meets or exceeds ASTM E-84 standard, Class "A° for surface burning characteristics of building materials and also ASTM E -1745, Class °C" standard for water vapor retarders used In contact with soil or granular fill under concrete slabs. DURA•SKAIM° 688, 6W8 & 6WW are four -layer reinforced extrusion laminates. The outer layers consist of a high - strength polyethylene. Carbon black In the 688 and UV stabilizers in the 6WW Increase longevity. DURA•SKRIM• 688, 6W8 & 6WW are reinforced with a minimum of 1000 denier swim laid In a diagonal pattern spaced 3/8" apart. Note: To the best of our knowledge, unless otherwise stated, these are typical property values and are intended as guides only, notes specification limbs. Chemical resistance as well as other pey fomrance criteria is not Implied or given and actual testing must be performed for ap r In specific applications and/or conditions. RAVEN INDUSTRIES MAKES NO WARRANTIES AS TO THE FITNESS FOR A SPECIFIC USE OR MERCHANT BILtTYOF PRODUCTS REFERRED TO no guarantee of satisfactory results from reliance upon contained information or recommendations and disclaims a01ebifity for resulting loss or damage. R A V E N I N D If STRTI 5 Engineered Films Division P.O. Box 5107 Sioux Falls, SO 57117 -5107 Ph: (605) 335 -0174 • Fx: (WS) 331-0333 Toll Free: 800-635-3456 Email: efdsales @ravenind.com WWw.rav Limited Warranty available at www .RavenEFD.com h toef n o73 JI DURASKRIM6wB & 6W1N Four -Layer Reinforced Extrusion Laminate Product Description DURA•SKRIM* 6BB, 6WB & 6WW are economical, reinforced films designed for applications requiring puncture resistance and high tear strengths. A heavy - duty swim reinforcement, laminated between two layers of virgin high - strength polyethylene film, results in a material that resists punctures and immediately stops tears. The addition of carbon black and ultra violet inhibitors to DURA +SKRIM• 6BB, 6WB and 6WW, respectively, increases outdoor longevity. DURA•SKRIM• 6 is the first choke for applications requiring greater performance than common 6 and 10 mil plastic sheeting. fur knocaaokes Product Use DURA•SKRIM• 6BB, 6WB & 6WW are used in short to mid -term applications requiring a light weight, tear - resistant, reinforced film. The white side of DURA•SKRIM• 6WB and 6WW are excellent choices for covering applications that require minimal heat build up and condensation. DURA•SKRIM• 6WW meets or exceeds ASTM E -1745, Class "Cu standard as an underslab vapor retarder and is an excellent choice as an in -wall and roof vapor retarder as well. 0 0 a Reviewed Make Corrections Noted 0 0 Rejected No F scepiinns Talus Rt iise and Remlunit Not Reed C';fu cksng is roc pelletal ccorostruinoe nitro design camera and warnplhwrcar witLi Cc n rml [ . cuQTe1•I iitl'ueUmzicni_ t',orre4tiaras of CODIEACIttS made do tool teri4wo GC Irn.'ni complying wills conIiuei RxiurranVr3lta r-.tr re rnpW a for, con 5rrped correIot d silo dienconi qs, fabric i ion irrrwot s.. iechasigwo of raaaestruetina. and coar finaiian of elres titlark tvi�It �sII oih t>ti�� Nathan Messmer 02 -09 -2011 Date: 029.1 -0 /2600 -001 Sulamittar �. SRO PARTNERSHIP INC El 110 Union Strut, Suite 30() Soatie. WA M 10 r -2DS7 (206)973-1700 R A V E N INDUSTRIES Product Plie Covers Part # .C@RA•SKRIM 6BB.. 116118 DURA•SKRIM 6WB R6WBK DURA•SKRIM 6WW R6WWK APPLICATIONS Construction Site Covers Temporary Erosion Control Lumber Covers Shipping Covers Pallet Covers Remediatlon Covers Cargo Wraps REVIEWED WITH CORREGRONS NOTED. THIS REVIEW DOES HOT RFMP.% THE 0LRCONTRAC TOR OH MATEraAI. SUPPLER FROM R00FOH0HUrY FOR 0000115 OR DOVIAT10NS FROM DRAVDNCS 1 $PEOP0CATIDNS. SELLEN CONSTRUCTION CO. GENERALCOMTRACTOR 816mINal: 029 -072600-001 Oura -Skrim Vapor B By TarnorW Dots: 01/17 /1.011 Insulation Membranes Building Enclosures Concrete Curing Covers Silage Covers Temporary Walls Fumigation Covers FILE COPY Permit No.. SRG PARTNERSHIP INC 110 Union Street, #300 Seattle, WA 98101 Phone: 206-973-1700 Fax: 206-973-1701 RFI RESPONSE TRANSMITTAL RFI # 013 Returned to Contractor 12/07/2010 TO: Tanner Wakefield Sellen Construction 9725 East Marginal Way S Seattle, WA 98108 Phone 206 716 -0896 Fax 206 FROM: Nathan Messmer - SRG Project: MOF Space Gallery FOR YOUR INFORMATION AND RECORD RFI # 013 RFI Subject Delete Chase in Electrical Room 106 Reference Drwg AIOI Spec Section 092216 Consultant Response See attached RFI with response. Response Copies To Notes REVISI S�9 a Method of Delivery Email y,ECEIVED 2. 2 Z FEB 09 2011 Job #: 210010 REVIEWED FOR CODE COMPLIANCE PPPflVFD FEB 15 2011 City of Tukwila BUILDING DIVISION OP PERMITCENTER v©: Eiltq _--_ ,.o!.1 f?rnilq SRG PARTNERSHIP INC Q® 110 Union Street, #300 Seattle, WA 98101 Phone: 206-973-1700 Fax: 206-973-1701 RFI ASSIGNMENT TRANSMITTAL RFI # 013 Date to Consultant 12/06/2010 TO: Nathan Messmer FROM Nathan Messmer - SRG SRG Partnership, Inc. Project: MOF Space Gallery 110 Union Street Suite 300 Seattle WA 98101 Job #: 210010 Phone 206 - 973 -1700 Fax 206 -973 -1701 Contr Request Date 12/13/2010 Contractor: Sellen Construction FOR YOUR REVIEW AND RESPONSE: RFI # 013 RFI Subject Delete Chase in Electrical Room 106 Reference Drwg AIOI Spec Section 092216 Notes Assignment Copies To Method of Delivery Email Sellen REQUEST FOR INFORMATION Museum of Flight - Shuttle Gallery (Project #6363) TO: SRG Partnership RFI # 1 3.0 ATTENTION: Nathan Messmer FROM: Tanner Wakefield PRIORITY: Normal OTHER RECIPIENTS: CC: Clark Miller (Museum of Flight); Bret Downing (Sellen Construction); Jeff Patterson (Sellen Construction); Craig Parsons Seneca Group); Laura Lohman (Seneca Group); DATE REQUESTED: 12/6/2010 RESPONSE DEADLINE: 12/13/2010 REFERENCE: Delete Chase in Electrical Room 106 DISCIPLINE: Architectural AREA: Electrical Room 106 SPECIFICATION #: 092216 DRAWING : A -101 ATTACHMENTS: REQUEST The drawings call for a chase to be framed along the north wall of Electrical Room 106 to enclose the fire main line. Per discussions with Patriot Fire, there is no longer a need for the fire main to enter the building at this location. Please confirm this chase is no longer required. ORIGINATED BY: Sellen I ORIGINATOR'S DOC #: ORIGINATED ON: 12/6/2010 IMPACT: None RESPONSE Please see attached revisions to A -101 and A -510 showing the elimination of fire main chase in Electrical Room 107. Per attached e-mail from Patriot, this chase is no longer required. RESPONSE BY: Nathan Messmer, SRG DATE: 12 / 7 / 2010 SELLEN CONSTRUCTION 227 Westlake Ave. N. PO Box 9970 Seattle, WA 98109 Tel (206) 682-7770 Fox (206) 623 -5206 www.sellen.com GENERAL CONTRACTING CONSTRUCTION MANAGEMENT CUSTOMER SERVICE GROUP p. A-204 Overhang Above Extend partition to /\ ,-/ structure above / 6 „ Of tO 8/7 f oath '109 / , / / / '-'-----. / / 3/1. :Th-fiPOSCZW.M0-. • .VV041,A***4.V. „ 7. •ki 213422 ) ( T Soffit / grille above for return air — ----'4,---7, ( "-----1 1 i 12 / , A-502 / / , 3_– , ,---- , 1 / 1 / / 1 Hall 2 111 348 SF 5 - - ■ L .)) L doe 3 hr Roll Up Door C-ontinublis sm–ooth coating, fill gaps/cracks Interior walls [shpwn hatched]: future tenant improvement, Not In Contract (NIC) Seismic expansion joint i L Drage 108 3 SF Rated wall per life safety plan I 14' -9 112" 112 ,— See S -201 for concrete infill 111 Hall 1 106 New Glass Double Door in existing single door opening with 3hr Roll Down L��A -322 7 \ A -503 246 SF 4 110 L - Sawcut Threshhold Flush with FF - --144 -- --113— 4 Fur Out Exist. Conc. Wall w/ GWB _ ew Fixtures 5 A-400 Nathan Messmer From: Mark Metzger [MarkM @patriotfire.com] Sent: Wednesday, December 01, 2010 11:18 AM To: Nathan Messmer Cc: Evan Boulanger; bret.downing @sellen.com; 210010 MOF Space Shuttle Gallery; Tanner Wakefield; jeff.patterson@sellen.com Subject: RE: Space Shuttle Gallery - Fire chase in Electrical Room Nathan, My superintendent and I met on site a couple weeks ago with Tanner & Jeff of Sellen and Frank from Prime Electric. One thing we looked at was this chase. I think that at one point early in the project, the underground supply was to have been relocated to that area (and would have still been supplied from Boeing water). The current revision has the new underground service (Tukwila water) entering from E. Marginal to the gallery, per our sketch. So the bottom line is that the chase is not required for the fire protection systems. Let me know if there are any other questions. Thanks, Mark Metzger Senior Project Manager v 253 - 284 -3437 f 253-284-3438 c 253 - 405 -4941 From: Nathan Messmer j mailto :nmessmer @srapartnership.coml Sent: Wednesday, December 01, 2010 10:33 AM To: Mark Metzger Cc: Evan Boulanger; bret.downing @sellen.com; 210010 MOF Space Shuttle Gallery; Tanner Wakefield; ieff.Patterson @sellen.corn Subject: Space Shuttle Gallery - Fire chase in Electrical Room Mark - Could you please help us determine the necessity of a chase we've drawn into our electrical room? I've attached a few notes on our enlarged plan drawing, A -510. At one point, we anticipated fire water needing to route through this area of the existing 904 building. We would like to know whether there are options to eliminate or minimize this chase. Framing will begin soon and it will be especially helpful for electrical to know how much space they will be working with. Thank you! - Nathan Nathan Messmer, LEED AP S R G P A R T N E R S H I P I N C PORTLAND SEATTLE SAN FRANCISCO 110 Union Street Suite 300 Seattle, WA 98101 phone / 206.973.1700 direct / 206.973.1695 www.srgpartnershi a. com 1 C B A 3 904 Metal Shop - Demo and New Plan II e3 e2 zz 47 • ..904 Services - Demo Plan .010 1/3. • 1.0. 1 a e3 ZZ Is this chase necessary? We would like to eliminate or minimize this chase. Current size: - 12" x 126" PARTNERSHIP 31333313 .n.13ouble abin an& door 033.3.31311.0aIn Sad ,Tlarald Conn NIGWe t Act] Wir=ar=5:to 2er rit ..... 1.1Flaum la.. Ran .33 Kamm linn • 1.11.1AFF) — "In.& Ea. ..., .. T. n ... I,2Z , I L i i \ n ,-----3 2'2 -- )1 2 0 2 , 904 Services - New Construction Plan RICHARD rEVE IF Of 33,3113.03 CONNIIICO. Own. UM 13..1 PI= • Ina nmegallan limanna Dann*, 113 3 naw nnek e1en nen e.nen4 11 • own Iv 3.3.3.1 111 gs. nn.nnrnn Eno. *Wan to moan 202 4 A-510 FILE COPY Permit No. ARCHITECTURE PLANNING INTERIORS 110 Union Street, Suite 300 Seattle, Washington 98101 T: 206.973.1700 F: 206.973.1701 www.srgpartnership.com S R G P A R T N E R S H I P I N C 0 i` ARCHITECTS SUPPLEMENTAL INSTRUCTION PROJECT NAME: SPACE SHUTTLE GALLERY TO (CONTRACTOR): SELLEN CONSTRUCTION OWNER: The Museum of Flight SRG PROJECT NO.: DATE: ASI NO.: 210022 01 -27 -11 ASI #003 CONTRACT #: DISTRIBUTION: [Contractor: Bret Downing, Jeff Patterson, Tanner Wakefield (Sellen Construction) Rick Simpson (Prime Electric) Tom Boysen, Mike Harshman, Ryan Lynn (University Mechanical) Owner: Laurie Haag, Clark Miller, Chris Mailander (Museum of Flight) Craig Parsons, Laura Lohman (Seneca) SRG Partnership: Rick Zieve, Dennis Forsyth, Nathan Messmer Consultant: Other. THIS IS NOT A REVISION TO THE CONTRACT OR A CHANGE ORDER. The work shall be carried out in accordance with the Contract Documents, without change of Contract Sum or Time. If this information does result in a change in the Contract Sum or Time, Contractor shall notify the Architect in writing within five (5) working days, prior to proceeding with the work herein. Description: Attached PDF documents describe break room (room 116, in the 904 building) cabinetry and finishes not documented in the October 29th Construction Documents set: A508_ Breakroom- Details_01- 27- 2011.pdf (new architectural drawing) 064100_ Architectural- Casework_01- 27- 2011.pdf (new specification section) Breakroom _3D- View_01- 25- 2011.pdf (incomplete information, for reference only) ISSUED BY: N. Messmer. SRG REVIEWED FOR CODE COMPLIANCE A PorinvEn EVISI i,+ FEB 152u11 City zz � of Tukwila , `�� BUILDING DIVISION DATE: 01- 27-2011 RECEIVED FEB 09 2011 P TCENTER PAGE 1 OF 1 Y0103 E.lig ARCHITECTURAL CASEWO A CTION 06 41 00 - 1 al w PART 1 GENERAL 1.1 SUMMARY A. Section includes requirements for casework in the finished building that is predominantly manufactured and finished off site. B. Related Sections 1. Section 08 14 00 Wood Doors 2. Section 06 40 00 Architectural Woodwork C. References: Quality Standards of Architectural Woodwork Institute (AWI). 1.2 SUBMITTALS A. Product Data: Submit as required for each manufactured product, material, accessory, and finish to be incorporated into the Work. B. Shop Drawings: Plans, elevations and large scale details; locate casework, paneling, and trim, attachment, hardware and accessories. Indicate coordination of casework with electrical and plumbing work. 1. Indicate extent and locations where field fabrication is proposed. 2. Show each method of anchorage to be used and the locations where it is proposed. C. Samples: 1. Wood Products: For each species, cut, profile, and finish; demonstrate range of color and grain variation expected in Work. Two feet by board or molding width. One foot by panel width. a. Plastic Laminate: One sample of each color, and surface type. 2. Hardware: One sample of each type and finish required for approval of function and appearance. 3. Composite Resin Panels: Two pieces of each type and thickness required nominally one square foot finish four edges as required for the work. 1.3 QUALITY ASSURANCE A. Fabricator and Installer Qualifications: Five years successful experience with Work similar to that required for this Project, regularly and presently construct finish carpentry as a principal service, and have proper equipment for Work as outlined in Standards. B. Pre - Installation Conference: Prior to delivery of materials meet with Architect, fabricator and installer of architectural woodwork, and trades whose Work may effect conditions required for installation. Review coordination and environmental controls required for proper installation and ambient conditioning in areas to receive work. Proceed with Work only when everyone concerned agrees that required ambient conditions can be maintained. . C. Hardwood Solid Stock and Venee : Product of the State of Washington and complying with Local /Regional requirements for urcing, production and fabrication. 210022 SPACE SHUTTLE GALLERY MUSEUM OF FLIGHT 1/27/2011 ' ASI #003 . . ARCHITECTURAL CASEWORK SECTION 06 41 00 - 2 1.4 PROJECT CONDITIONS A. Temperature and Humidity For Installation: As required by referenced quality standards, and fabricator to maintain moisture content of installed Work within 1.0 percent of optimum moisture content, maintain conditions until final acceptance. 1. Store materials only in areas meeting requirements specified for installation areas. B. Field Measurements: Taken prior to fabrication of woodwork to be fitted to other construction, verify dimensions on shop drawings. 1. Avoid delay of Project, allow for subsequent scribing and trimming of woodwork for accurate fit where field measurement is impractical. 1.5 SEQUENCING AND SCHEDULING A. • Complete work in installation areas which could damage architectural woodwork, and establish controlled environmental conditions prior to delivery of materials. B. Conditioning Period: Store wood products for four days (96 hours) at Project prior to installation. C. Deliver anchoring devices to be built into substrates, well in advance of time substrates are to be built. PART 2 PRODUCTS 2.1 MATERIALS A. Plastic Laminates: Provide specified Grade at required locations. Comply with National Electrical Manufacturer's Association (NEMA) publication LD 3 1. PL -1: Formica, 7481 -58 — Natural Birch, Matte Collection. 2. PL -2: Formica, 918 -58 Neutral White, matte finish. (Use at all semi - exposed surfaces — interior of cabinets and shelves behind closed doors.) 3. Adhesive for Bonding Plastic Laminate: Urea - formaldehyde free, water resistant at wet use areas and suitable for the type of laminate and substrate being bonded. B. Countertop: 1. Composite Resin Panel (CRP) — at Breakroom. 0.75" thick sheet unless otherwise noted. Paneltech International LLC Paperstone, Gunmetal Color, prepared to manufacturer's recommendation. 2. Quartz -based fabricated stone — at Restrooms. 0.75" thick CaesarStone, Lagos Blue 4350. C. Particleboard: ANSI A 208.1 Grade M3, Mat - Formed Wood Particleboard, 0.75 inch thick, 45 pound density formaldehyde free Medite II by SierraPine or Skyblend by Roseburg Forest Products, and Medex by Sierra Pine where waterproof substrate is required. Provide thicker substrate panels or stiffer Grade for shelving where necessary to comply with load and deflection requirements. 210022 SPACE SHUTTLE GALLERY MUSEUM OF FLIGHT 1/27/2011 ASI #003 ARCHITECTURAL CASEWORK SECTION 06 41 00 - 3 D. Cabinet Hardware: Comply with ANSI -BHMA A156.9. Provide cabinet hardware and accessories as required. 1 Finishes: Provide uniform appearance in the metal finish for all hardware components. a. 626 Satin polish chromium plated, on base metal. 2. Pulls: Wire Type, size pulls and project from cabinet face sufficient to require no hand articulation to operate; provide two pulls on drawers over 32 inches wide. Baldwin 4674, 3.5 center, 5/16 inch diameter wire pull with matching 4989 base washers. 3. Shelf Supports for Adjustable Shelves in Cabinet Case: Knape & Vogt 331 Anochrome. Install per AWI Section 400A -S -9, Multiple Holes. 4. Butt Hinges: For flush overlay, heavy duty, 2.75 inch, five knuckle, fixed pin with hospital tips. Provide one pair for doors up to 48 inches high, one - and - one -half pair for doors over 48 inches; Rockford Process Controls Model 851 and as necessary for door thickness . 5. Casework Door Catches: Magnetic type; Ives 325, 12 lb. pull. 6. Drawer Slides: Full extension, ball bearing type with 100 pound capacity drawers up to 32 inches wide; 150 pound capacity drawers over 32 inches wide; Accuride. 7. Grommets: Durable plastic or other acceptable material to line and close penetrations in countertops and cases. Sizes and configurations indicated and as necessary for service. a. Closing Covers: Separate from liner, removable with liner remaining in place in the countertop. b. Cable Grommets: Circular with spring tensioned closure panel. E. Anchors, Screws and Nails: Material, type, size and finish required for each use. Comply with applicable requirements of ASTM A 307 for screws and ASTM F 1667 for nails. 1. Exterior Woodwork: Any non - corrosive metal nail, except use stainless steel for work with transparent finish. 2. Provide toothed steel or lead expansion bolt devices for drilled -in -place anchors. Furnish inserts and anchors, to be set into concrete or masonry work for anchorage of woodwork. F. Backing Panel: 0.5 inch thick plywood, sanded face, free of voids and containing no added formaldehyde. 2.2 FABRICATION A. Fabricate woodwork to dimensions, profiles, and details indicated with openings and mortises precut, where possible, to receive hardware and other items and work. 1. Contractor option to use wood fiber or agri -fiber composite panel as substrate in fabrication of veneer and laminate clad components. B. Ease edges to 0.0625 inch radius, for corners of cabinets and edges of solid wood (lumber) members less than 1 inch in nominal thickness, 0.125 inch radius for edges of rails and similar members over 1 inch in nominal thickness. C. Complete fabrication, assembly, finishing, hardware application, and other work before shipment to project site to maximum extent possible. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting. 1. Cabinet Shelves: Particle board or other acceptable panel product with thickness conforming to AWI Section 400 -G -8, and provide shelf panel to limit deflection to 0.25 210022 SPACE SHUTTLE GALLERY MUSEUM OF FLIGHT 1/27/2011 ASI #003 7 ARCHITECTURAL CASEWORK SECTION 06 41 00 - 4 inch or less for a uniform load of 46 pounds per lineal foot. Spans greater than 42 inches are not acceptable. D. Pre -Cut Openings: To accommodate hardware, appliances, equipment, service connections and similar components. Locate and size openings accurately. Use templates or roughing -in diagrams for proper size and shape. Smooth edges of cutoffs and, where located in countertops and similar exposures seal edges of cutouts with a water - resistant coating. 1. Provide grommets in configuration necessary to line and close countertop and case penetrations. E. Standing and Running Trim and Rails: AWI Quality Standards Section 300, Premium Grade solid stock hardwood. F. Laminate Clad Cabinets: Comply with AWI Section 400, and Division B for flush overlay, Custom grade except as required for door backs and edges. 1. Provide General Purpose HGS laminate on horizontal surfaces, VGS laminate on vertical surfaces, and VGL laminate on semi - exposed surface a. Edges: Match face. 2. Balance Backing: 0.020 phenolic backer is required for all panels and components regardless of reference woodwork standard requirements for the grade of workmanship specified. 3 Separation between adjacent cabinet doors shall be uniform dimension not exceeding 0.125 inch. Coordinate door and case fabrication, hinge prep and installation to ensure compliance with this requirement. Uneven work and work with excessive gaps will be rejected. 4 Cabinet Bases: Wood, scribe to fit variations in finish floor. G. Cabinet Tops: Comply with AWI Section 400 and Division C, Custom Grade fabrication unless otherwise specified. 1. Composite Resin Panel in configuration indicated fabricated and finished per manufacturer's recommendations. 2. Provide sink complying with barrier free access reach range; coordinate with fixtures and plumbing work of Division 22 Sections. PART 3 EXECUTION 3.1 INSTALLATION A. Install cabinets plumb, level, true and straight with no distortions. Scribe and cut to fit adjoining work including variations in finish floors, and refinish cut surfaces or repair damaged finish at cuts. Coordinate cabinets with electrical and plumbing work. 1. Shims: Concealed, provide as required. B. Secure Work to grounds, stripping, blocking, and inserts. Use concealed fasteners and blind nailing wherever possible. Countersink, fill flush and finish exposed fasteners to match adjacent surface, unless otherwise indicated. 210022 SPACE SHUTTLE GALLERY MUSEUM OF FLIGHT 1/27/2011 ASI #003 ARCHITECTURAL CASEWORK SECTION 06 41 00 - 5 1. Coordinate with work of Section 05 45 00 for location of backing plates and reinforcing in framed walls. C. Interior Architectural Woodwork: Comply with requirements, and AWI Section 1700. 1. Cabinets and Casework: Division B, Custom grade. D. Field Joints: Acceptable only as shown on approved submittals. Install work with the minimum number of joints possible. Cope and miter joints; stagger joints in adjacent and related members. Comply with AWI quality standards referenced for shop fabrication. E. Tolerances: 0.125 inch in 8 feet for plumb and level (including tops); and with no variations in flushness of adjoining surfaces, except where referenced standard is tighter. 3.2 ADJUSTMENT, CLEANING, FINISHING, AND PROTECTION A. Finish CRP with OSMO Top Oil per manufacturer's recommendation. Apply 2 -3 coats very thinly with a lint free cloth to clean, dry and dust free surface at typical indoor temperatures and humidity. Do not let the finish puddle or build. Allow finish to penetrate for 15 -20 minutes then use a lint free rag to wipe up excess finish. Allow 8 hours between coats. Buff the final coat. B. Repair damaged and defective cabinets where possible to eliminate defects functionally and visually; where not possible to repair replace Work. Adjust joinery for uniform appearance. C. Clean, lubricate and adjust hardware. D. Provide final protection and maintain conditions, in a manner acceptable to Fabricator and Installer, which ensures architectural woodwork being without damage or deterioration at time of substantial completion. END OF SECTION 210022 SPACE SHUTTLE GALLERY MUSEUM OF FLIGHT 1/27/2011 ASI #003 • Review comment responses Correction Letter #1 Commercial Tenant Improvement Permit Application Number D10 -222 4- Oct -10 SRG Partnership, Inc. 110 Union Street Suite 300 Seattle, WA 98101 Nathan Messmer 206 - 973 -1695 CI)RREc lob! LTR# Dl0 -zzZ iECEIVED OCT 0 4 2010 PER.MITCENTER Building Department Comments SRG Response 1) Show an 18" vertical grab bar in addition to other grab bars for the accessible toilet stall on barrier free plan details. (2003 ANSI 604.5.1) Details 8 / A -402 and 10 / A-402 on sheet A -402 have been modified to include 18" vertical ADA grab bars. 4) The door schedule shall require additional information specifying the types of latching and panic hardware, closers and any related components. Door and Frame Schedule on sheet A -002 has been modified to include opening action, lock, hold open, panic hardware, closer, and card reader information CI)RREc lob! LTR# Dl0 -zzZ iECEIVED OCT 0 4 2010 PER.MITCENTER • City of T Jim Haggerton, Mayor Department of Community Development September 13, 2010 Nathan Messmer SRG Partnership 110 Union St Suite 300 Seattle, WA 99101 RE: Correction Letter #1 Development Permit Application Number D10 -222 Museum of Flight #9 -04 — 9305 East Marginal Wy S Jack Pace, Director Dear Mr. Messmer, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) 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. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, 'a° R,c1,1_ Bill Rambo Permit Technician encl File No. D10-222 W:\Pennit Center \Correction Letters \2010 \D 10 -222 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: August 30, 2010 Project Name: Museum of Flight #9 -04 Permit #: D10 -222 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Show an 18" vertical grab bar in addition to other grab bars for the accessible toilet stall on barrier free plan details. (2003 ANSI 604.5.1) 2. The door schedule shall require additional information specifying the types of latching and panic hardware, closers and any related components. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. September 8, 2010 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Nathan Messmer SRG Partnership 110 Union Street, Suite 300 Seattle, WA 98101 RE: Letter of Complete Application Permit Application Number 9305 East Marginal Way S Dear Mr. Messmer: D 222 This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 19, 2010 for a tenant improvement upgrading restroom capacity in conjunction with the proposed space shuttle gallery was reviewed at the August 23, 2010, plan review meeting and has been determined to be complete. Your permit has begun the plan review process and will be reviewed under the 2009 International Codes as adopted by the City of Tukwila. You will be notified by the Permit Center staff when the permit is available for issuance. If you have any questions, please contact me at (206)431 -3672. Sincerely, (4446 Brenda Holt Permit Coordinator cc: Laura Lohman, Seneca Group (via email) Permit File D10 -222 bh 09/08/2010 H:\Documents\Letters\D10 -222 - complete application letter.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax:: 206 - 431 -3665 •PIRM1T COORD COP). PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -222 DATE: 07/07/11 PROJECT NAME: MUSEUM OF FLIGHT #9 -04 SITE ADDRESS: 9305 EAST MARGINAL WY S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 after Permit Issued DEPART_ ENT : � O1l1� nwN Ali Building ivision �� Fire Prevention JJS Public o s Structural Planning Division Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete I] Incomplete n DUE DATE: 07/12/11 Not Applicable P1 Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/09/11 Approved kr Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • PERMIT PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -222 DATE: 02 -09 -11 PROJECT NAME: MUSEUM OF FLIGHT #9 -04 SITE ADDRESS: 9305 EAST MARGINAL WY S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: 0-uTldingttision u Ic Wo s A Fire Prevention C.a- ill -U Structural SM /4'D Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete tx] Incomplete n DUE DATE: 02 -10-11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 03 -10-11 Not Approved (attach comments) n Permit Center Use'Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • E EI COPS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -222 DATE: 10 -04 -10 PROJECT NAME: MUSEUM OF FLIGHT #9 -04 SITE ADDRESS: 9305 EAST MARGINAL WY S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: L�1d ATME ding Division Public Works ❑ Fire Prevention Structural Planning Division ❑ Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-05-10 Complete Comments: Incomplete Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 11-02-10 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 ,yx L, COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -222 DATE: 08 -19 -10 PROJECT NAME: MUSEUM OF FLIGHT #9 -04 SITE ADDRESS: '' 5 EAST MARGINAL WY S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPA'TMEN S: Il)int II I Ion Public t •rks� Ire Pre 4�ent /1 on Structural I n SK AT Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08 -24-10 Complete Incomplete n Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 09 -21 -10 Approved Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only ( ]� CORRECTION LETTER MAILED: 9—k2i t Departments issued corrections: Bldg v Fire ❑ Ping ❑ PW ❑ Staff Initials: U Documents /routing slip.doc 2 -28 -02 (0 w • PROJECT NAME: MtnS -QcJw. o f ..,V,,4,114/t- q1-014 PERMIT NO: b . a- SITE ADDRESS: c3aS F tAct rl. cui 5 ORIGINAL ISSUE DATE: lO- t S- 10 REVISION LOG REVISION NO. DATE' RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE DATE STAFF INITIALS I a.- - t 1 2 a. 3- ).-11 Received by: Summary of Revision: v 14t 64- c�onek wu V 4- yam" -felt �S Summary of Revision: � Ott - tX 1�;t� ftS y,,-- Received by: 14A1-1-IAN j Yh aSsM t 1Z REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF INI LALS 2 a. i Received by: In Vt it Summary of Revision: R Ott - tX 1�;t� ftS y,,-- Received by: 'NAT RA N V(Vt S M �2 (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE . STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.ci.tukwila.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. Date: 7 /7 /2011 Plan Check/Permit Number: D10 - 222 ❑ Response to Incomplete Letter # Response to Correction Letter # Revision # 2 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Museum of Flight: Space Shuttle Gallery OREC Q � ED m'OFTV LA JUL 0 7 2011 PERMIT CENTER Project Address: 9305 East Marginal Way South Contact Person: Nathan Messmer Phone Number: (206) 973 -1695 Summary of Revision: Documentation of the addition of a shower to an existing restroom (ASI 005). Sheet Number(s): G -001, A -511, ASI 005 cover sheet "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 10-11 h H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Created 8 -13 -2004 Revised: 7 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBNIITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 2 / 9 / 2011 Plan Check/Permit Number: D10 - 222 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # ( after Permit is Issued ® Revision requested by a City Building Inspector or Plans Examiner Project Name: Museum of Flight: Space Shuttle Gallery Project Address: 9305 East Marginal Way South Contact Person: Nathan Messmer Phone Number: (206) 973 -1695 Summary of Revision: Revision requested by Dave Larson - include Life Safety Plan and Wall Type Info with Tenant Improvement permit. Documentation of changes made in the field (RFI 013 and ASI 003) are also attached to communicate current state of requested drawings. ftecti y kka FEB 0 9 2011 PERMIT CENTER Sheet Number(s): G -001, G -002, A -508, A -510, A -541 and RFI 013, ASI 003 documentation "Cloud" or highlight all areas of revision including date of revisi ! n Received at the City of Tukwila Permit Center by: .W— Entered in Permits Plus on )- -C-1 H:\Applications \Forms - Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Created: 8 -13 -2004 Revised: 7 -2010 • • City of Tukwila Steven M. Mullet, Mayor 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 Steve Lancaster, Director i REVISION SUBMITTAL i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: October 4, 2010 Plan Check/Permit Number: D 1 0-222 ❑ Response to Incomplete I,ctter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Museum of Flight #9 -04 Project Address: 9305 East Marginal Wy S Contact Person: Nathan Messmer Phone Number: 260- 973 -1695 Summary of Revision: Revision requested by review comments - show 18" vertical grab bars for accessible toilet stalls, include latching and panic hardware, closers and related component information door schedule. See attached comment responses for additional information on resolution of comments. CITY rOFTUKWILA Sheet Number(s): A-002, A -402 "Cloud" or highlight all areas of revision including date of revisi ,n Received at the City of Tukwila Permit Center by: Entered in Permits Plus on l0 L4 OCT 04 2010 PERMIT CENTEF \applicationsUbrms- applications nn linclrevision submittal Created- 8 -13 -2004 Revised: b to- 2-2-2- ig KingCounty Department of Natural Resources and Parks Wastewater Treatment Division • Non- Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type I (& 9104 - ZS f r ung (>10 SOC4+1i Property Street Address ,l J Seu-ffle WA tf8io' DEMO City State ZIP De mRseiz Fl 111- Owners Name Subdivision Name Subdiv. # J Building Name L J 4 - ( - 04 20 (if applicable) - 572 Owner's Phone Number (with Area Code) o Property Contact Phone Number (with Area Code) Owner's Mailing Address Lot If Block # 61.104 Easf- 1'Yluiyinc I Wail Souk Seal 4.1e- f W A '1810_6 A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Bose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 2.. Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 2.. 12. Water closet, tank or valve, >1.6 GPF 8 4 Total Fxture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 10.8 RCE 140 For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # 56242_0103409 Party to be Billed (if different from owner) City or Sewer District Tiff k Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre - existing building? OYes 0 No Was building on Sanitary Sewer? D Yes ❑ No Was Sewer connected before 2/1/90? O Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? O Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B RCE RECEIVED AUG 19 2010 RCE PERMIT CENTER Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge Is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206-684-1740. I certify that the information given is correct. i understand that the capacity charge levied will be based on this information and any deviation will require resubmission of Vprrected data foI determination of a revised capacity charge. Signature of Owner / Representativ Date fL 0 Print Name of Owner /Representative tetchit 1.4 Gtom/U► 1058 (nay. 8107) White - Kinn County Yellow - Local Sewer Amor Pink - Sewer Customer •e:Nonmu to- La King County Department of Natural Resources and Parks Wastewater Treatment Division Non - Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type q#10, 5s �- Mar9,4a / Way So u1l Property Street Address SeafIe NA g13108 State ZIP City The YVlu ser rn or 1%!,1 Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name 8/d1 "0 4 (If applicable) Owner's Phone Number (with Area Code) 20C, ) `710it - 57 20 Property Contact Phone Number (with Area Code) Address Owner's g40�i'Ing ga.S+ 114ar91441 Way S0141-11 Sect-H-le , WA 98108 For King County L_.: Only Account # No. of RCEs Monthly Rate Property Tax ID # 5 6 2A 2-0 / 0 310 9 Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre-existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre - existing building? O Yes 0 No Was building on Sanitary Sewer? D Yes 0 No Was Sewer connected before 2/1/90? OYes 0 No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? DYes 0 No Trt/(wl'/a_ A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture huts No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 6 12 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 I 2,. Sink, other (service) 3 1.5 I 1, 5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 3 1 S Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 $ -48 Water closet, tank or valve, >1.6 GPF 8 4 Total Fxture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 3,12.5" RCE B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) = 187 C. Total Residential Customer Equivalents: (add A & B) A B RCE RCE RECEIVED AUG 19 2010 PERMIT CENTER Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206- 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission ofcprected data r determination of a revised capacity charge. Date •1''i fiv Signature of Owner /Representative Print Name of Owner /Representative t4/10r {M/tK lnftii. — Winn. n....... — n _ Conn.•• r+............ tf1SA !flan• 0m711 CO. Contractors or Tradespeople P *er Friendly Page • 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. Business and Licensing Information Name SELLEN CONSTR CO INC UBI No. 578006698 Phone 2066827770 Status Active Address Po Box 9970 License No. SELLEC'372NO Suite /Apt. License Type Construction Contractor City Seattle Effective Date 8/20/1963 State WA Expiration Date 6/1/2011 Zip 98109 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date BARRETT, ROBERT E Cancel Date 01/01/1980 Amount BOYESON, WILLIAM R 28 01/01/1980 U2077698816 REDMAN, RICHARD C 06/01/2011 01/01/1980 BADGER, WILLIAM B 05/27/2010 01/01/1980 NATIONAL FIRE INS DICKERT, DENNIS A 06/01/2007 01/01/1980 CARLSON, LORI L $1,000,000.00 01/01/1980 26 HAFENBRACK, CHARLES 2077698816 01/01/1980 06/01/2007 MCCLESKEY, ROBERT P President 05/22/2001 05/15/2006 NULPH, KURT F Secretary 01/17/1991 06/01/2005 AVERY, JOHN N (JACK) Treasurer 01/01/1980 $1,000,000.00 HART, GARY D Treasurer 05/22/2001 2077698816 REDMAN, SCOTT B Vice President 05/08/2000 WAINHOUSE, WILFRED T Vice President 05/22/2001 CVAOLLEY FORGE INS Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 FIDELITY & DEP CO OF MARYLAND 30268557 02/01/2002 Until Cancelled $12,000.00 02/21/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 28 NATIONAL FIRE INSURANCE COMPAN U2077698816 06/01/2010 06/01/2011 $1,000,000.00 05/27/2010 27 NATIONAL FIRE INS 2077698816 06/01/2007 06/01/2010 $1,000,000.00 05/20/2009 26 TRANSPORTATION INS CO 2077698816 06/01/2006 06/01/2007 $1,000,000.00 05/15/2006 25 TRANSCONTINENTAL INS CO 2077698816 06/01/2005 06/01/2006 $1,000,000.00 05/25/2005 24 TRANSCONTINENTAL INS CO 2077698816 06/01/2004 06/01/2006 $1,000,000.00 05/24/2005 23 CVAOLLEY FORGE INS 2077698816 06/01/2004 06/01/2005 $1,000,000.00 05/27/2004 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 10/15/2010 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONTR GENERAL REGIST. R EXP. DATE CCOI SELLEC•372NO 6/1/2011 EFFECTIVE DATE 8/20/1963 SELLEN CONSTR CO INC PO BOX 9970 SEATTLE WA 98109 F62:1- 051.0C4) �srrrt I certify that the above registration number is true and accurate as a sworn notary in the City of Seattle, State of Washington, County of King. By. Noellia Schondelmayer /7- SELLEN CONSTRUCTION 227 1VesIIo4e A.e N PC Bb. 0070 Seale 1■:, 98100 ca 98 =„ ;� '' . ''4�aenee,.•� Tel 1206J 682-7770 Fox 1206t 623 -5205 www sellen corn 06/06/2009 GENExAt COh13SC' NC- CO•ISTV•.,CTION '.liNSCE•'En' SPECIat PeOjEC fN CI SION Date Sheer. Nember 202 2 cis Le (V ing List Sheet iM1. ar7ie Cover ''sheet: and Drawing Index Lite Surety/Code inter-elation Ai.)F) ;,,fiats y Er a )sior arid Sec East West West reit ilrrc i. ist rit Conti ads S Legends 5i i._ Sheet Number S-001 0- Drawing List Sheet Name a� mbols, Symbols General Notes oral Notes tee e s fie+ vation - Grid B i ":I €.vation ., ( r ie e cl Frame I: rw:taiiss and Notes Bcaced Frame Details Braced Frame Details ils ced Frame ` �-ra! ie wlev ti ons it <ed Frame Elevations and De :ail ,> 0 Flame Elevations and Details F ran o Elevations and Details datio i Details Bea and [)eta is de Beerx r levatior�6:i (le Bear rm Elevations de Beam Elevations tail , Steel i„1 c1 De t till to Se;ctk)ns and Deta „ ions and Det ions f. ;tions and t Ele: va aiiS and 6..acrt =ill; Drawing L,i 1 Sheet Number Architectu r's�: A -001 A -002 A-J03 A-010 1A-100 'A -101 :A77-101 A-201 A -202 A -203 A -204 1A-205 A -206 A -301 A -302 A -320 A -321 A -322 A-400 A -401_ A -402 A -501 A -502 A -503 1A-504 A -505 A-506 A -507 A -508 A-511 - Sheet N, Abbreviations and Symbols Legend ihedules Fixture Specifications Perepectiveft Site Plan Floor Plan, Level 1 j0: f -,Tan Reflected Co Plan, Level yyp a Exter o l etti Exterior for Eleveti n Exterior Elevr t.ioi t Exterior Eleva en Curtain Wall ih Glazing EleVtEitistes Building Sections Cross Building Sections Long, Parallel West Souttl Exterior Wall Set.rtaon.T Exterior Wall Sections, Exterior Wall Sections Interior Elevations Interior Elevations Inner for Elevations - 904 Bldg Details - Curtain Wall Details - Metal Panel Details - Wall Openings at id Soffits Details - Canopy, Skylight, Roof Soffit, Lot Details - Seismic Joints, 904 Bldg Details - Mullion and (_:rioting Layout Details - Vestibule ekrc)()r"►i .) 'tails •14 i3nlarged Plan Room 115 Shower JIn ititamtalit I View From East. Marginal Way -00'i ' NOT TO SCALE 2 Sheet Numl.te Mechanica M -001 _. M - -002 M7003 M-100 M-101 M -200 M-201 M -202 M -203 M -300 tvl, 301 Plumbing P-001 P -100 P- 101 P-102 P-200 P -20 P -202 P -203 P -300 Electrical E -000 E -001 E -100 E-200 E-300 E -600 E -700 Drawing List Sheet Name 1 Drawin J Symbols Mechanical Symbols and Abbreviations Site i Tai Design 6, teri and Load Calculations iVieolianical Schedules Mechai"iical Schedules Underground - Mechanical Plan Level I - Mechanical Plan Level 2 - Mechanical Plan Roof - Mechanical Plan Mechanical Details Sections and Elevations Drawing Index, Plumbing Symbols and Ab viations Plumbing Schedules Plumbing Schedules Plumbing Schedules Underground - Plumbing Plan Level 1 - Plumbing Plan Level 2 - Plumbing Plan Roof - Plumbing Plan Plumbing Details Electrical Symbols and Abbreviations Electrical Site Plan Electrical Power Plan Electrical Lighting Plan Security Rough in Plan One Line Diagram and Details E =nergy Code Compliance 3 SEA' 'EI R_ IT RE EC De N i I tharilcel 1 r L City of Tukwila r t i'r_ `! IG DIVISION Project Description A 15,131 square foot Space Shuttle Gallery will be built just north of the Museum of Flight's existing 904 Building to house a retired NASA orbiter or other space artifacts. In plan, the Space Shuttle Gallery is a 110 ft. wide and 157 ft. long parallelogram, mimicking the parallelogram shape of the Personal Courage Wing to the east. It is approximately 40 feet high on the eastern edge and rises to 70 feet hight on the west, matching the height of the Personal Courage Wing. The eastern face is a 38 ft. by 105 ft. high glass curtain wall that leans out at a 12 degree angle, providing spectacular views of the orbiter as you approach along East Marginal Way or across the pedestrian bridge. The glass curtain wall also returns 14 feet along the south and north faces of the building to allow dynamic views in approaching from the north. The north, west, and south faces of the building will be corrugated metal siding. The main entrance will be at the southeast corner through a glass vestibule arriving at the nose of the orbiter. The open interior space for the orbiter is created by 7 ft. deep steel trusses spanning 110 ft. north to south. A centered skylight over the shuttle will provide natural lighting and reduce electrical lighting loads. A west entrance lobby provides access to the Gallery and the 904 Building, where public restrooms are located. The 904 Building will be maintained and enhanced as a prat of this project. The east face of 904 will be covered with graphic imagery and signage announcing the new gallery. Site_Address KING COUNTY MUSEUM OF FLIGHT 9305 _A .. MA' GI AL nA S for Existing Assessor's Parcel Number 562420 -1034 Legal Description MOORES FIVE ACRE TRS "REVISED LOT A" TUKWILA BOUNDARY LINE ADJUSTMENT NO BLA- 01- 002REC N020010803900001 & AFFIDAVIT OF CORRECTION REC NO. 20020215001703 WCH IS POR OF SE 1/4 OF SW 114 AND POR OF SW 1/4 OF SE 1/4 STR 33 24 -04 04 Buildin 3 • REVI I No cha ;ha nade to the scope of a ,J. i. vv:.` pri approval of Tukwil.. '- 4 din 11: - -' - I. NOTT: Re visions will recr,rra s -- - --` 'total and may include Y de a di ' d Vicinity Map Sea Me Te n l„ Wn;d w Mt Mercer Island .. a'Slato C Cc.LiL n lid F -' y • .. I 4 rny, 1t11c4 J -,al A „p Carats <; May Cinfk pn+k `Briton, 0,10 vArd Pn,k rt a,laa9re 1 8.,yo ry nic per ` t�R'M -5 %Yp y , k' Renton ' 5nnTzc j 1 Project Information Using 2009 International Building Code, including Washington State amendments Occupancy Mixed occupancy, Separated Uses New Space Shuttle Gallery = A3 [Existing 9 -04.2 Building = B (office), 2 story (unchanged)] !Existing xisting 9 -04.2 Building = A3 (library), 1 story (unchanged)] Occupancy Separation required: 1 HR Construction Type New Space Shuttle Gallery = 1 B, fully sprinklered [Existing 9x04 .2 Building = 2A, fully sprinklered (unchanged)] :_ 13044 . Mode King Co. Int'i Airport - Project Site uSq Permit No. PIS roview approval Is sll_,_ ti u ions. l�, "..r:vaI of construction doc ants does not authorize 1r: ; oiattion of any adopted code or ordinance. Receipt _ L ppr)ved Field '.i' and conditions Is acknowledge Floor Construction: 2 HR, there are no floors above first floor. Roof Construction: 1 HR up to 20', 0 HR above 20' BY We: t /-2c'l/ Primary Structure: 2 HR or 1 HR if it supports roof only Bearing Walls: 2 HR, there are no bearing walls Non - Bearing Exterior Walls: Separated from surrounding buildings <5'- 1 HR Separated from surrounding buildings 5' to <10'- 1 HR Separated from surrounding buildings 10' to <30'- 1 HR Separated from surrounding buildings >30'- 0 HR City Of 1U BUILDING M. MERCIAL TENAN °€p'x,,,,.sa” .k+,•:i =$:k,q%n.:Tis`: 3i'w(FiE4r;+z..:.;'•",..... REVIEWED FOR CODE CORRPLIANCE APPI _ _ VED JUL 19 2011 A' City of Tukwila BUILDING DIVISION IMPROVEMENT PERMIT SET EEDp cl-V R DF TUCEIV KWILA 0 7 2011 PERMIT CENTER Submitted for renovation of existing building attached to Space Shuttle Gallery project submitted separately REVISION N0.? I 0 2.2•. U 7 INTERIORS Cpl z J 0 0 0 c Q- a can c -t= 0) Q.. u Cl) r) co ��a), VJ 0 ca c N C/) a„"yy CD C c 0 C C) C) 8729 1 I NMI E Commercial Tenant improvement Per F:206.073.1 701 T:206.973.1700 9404 East Margina REGISTERED ARCI1 RICHARD ZIEVE STATE OF WASHINGTON Commercial Tenant improvement Permit Drawing Title Cover Sheet and Drawing Index Revisions . Description ASI 003 Revision - Wall Types ASI 005 Drawn by AP Checked by RZ Date 01/27/2011 02/03/2011 03/06/2011 Date August 18, 2010 Project No 210022 Consultant Project No Owner Project No Drawing No 1 7/6/2011 2:19:32 PM Provide ADA compliant shower stall (including seat, grab bars, etc), drain, head, curtain, rod, and hooks. Stall- American Reinforced Plastics S -3842 -HRH, or equal Curtain- Bobrick 204 -2 Rod- Bobrick B -6047 Hooks- Bobrick 204 -1 Provide recess in slab as required for 1/2" maximum curb. Provide new grab bars as necessary to comply with ADA (including vertical) New 4" stud partition with water proof sheathing, finish to match existing (tile to 49 ") Water closet, grab bars, and accessories to remain where possible. Demolish non -ADA water closet and all toilet partitions. 1 Existing Men's Restroom - Demolition Plan A -511 1" = 1' -0" 1 2 Retrofit existing door - install: Manual lever, pushbutton privacy lock (with emergency over -ride from exterior) 2 Existing Men's Restroom - Renovated A -511 1" =1' -0" 3 110-.2-$22 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 19 2011 City of Tukwila BUILDING DIVISION CITY OF' TUK i ILA JUL 0:7 2011 PERMIT CENTER U (I) Z o I— z o. PARTNERSH PLANNING 0 T o 0) 0 a) 0 .p oti M 0 CNJ U 0 o W f/5 - oti U � = o C Q ' � a as 0 i W 4) TA 0 CI w g d+ a) N 761 C) E E O 8729 Commercial Tenant Improvement Permit Drawing Title Enlarged Plan - Room 115 Shower Revisions No. Description Date 3 ASI 005 3/6/2011 Drawn by NJM Checked by NJM Date July 7, 2011 Project No 210022 Consultant Project No Owner Project No Dr wing No A -51 Sheet Number wing Sheet Name )02 ' Life Safety/Code Information ( S C-2 0 Q I:r 3-002 'PM 1° Ile l ,rr " /E)Ls P9r -:tr, 0 !Sy 0is .rrai No r-ai j 1otr.C:y ;i .Maps :svel i Plan .,vei ,s f)ir r i Drawing List :)yrr Sheet Name tg List rilrfi€�rj L e'j bid II . d Ft rr�e P, taut r ran Braced .;rr Frame Elevations and Ot. iced Ffa. lTle E y.,i/ Gi0ris and ) t,sl :.w t raffle fie i le ations and Details s ed area E0evx,ations, and De tails ound it rr details €A:ade Beam kit e fati (1)€ i s tioria inns tails iJetE: ils Roof ,t..r I is$. and 1. (, tails Steels: ttratr: errr Steel rid Details 94 ( faiior,:; ,.$ €:A� t Number Architectural A- 001__ -- .. -002 A -003 A--010 . _m. ._ A -1(i0 A -101 A-102 A -201 A -202 A -203 __... A-204 A -205 A -206 A -301 A -302 A -320 A -321 A -322_ A -400 •A -401 A -402 TA-501 A -502 lA -503 IA -504 A- -505 11A-506 11A7507 /x...508 , A• -51 101 Drawiria List Sheet Name Abbreviations viation;:s and Symbols Legend Schedules -cure Specifications :Site Han Floor Plan, Ley Roof Plan Exterior Elevation - East Exterior Elevation - North Exterior Elevation - West Exterior Elevation - South Curtain Wall - Flat Glazing Elevations Building Sections - Cross Building Sections - Long, Parallel Exterior Wall Sections Exterior Wall Sections Exterior Wall Sections Interior Elevations Interior Elevations I�I� ir�1 'Elevations - 904 B1lq 1)(t 3 - Curtain Wall Details - Metal Panel Details - Wall Openings and Soffits Details - Canopy, Skylight, Roof Soffit, Lobby Roof Details - Seismic Joints, 904 Bldg Details - Mullion and Glazing Layout Details - Vestibule 11 F3m oom E l air fed _ fi.L/M1 i :-Mails -Ian - 904 Renovation' - 4�f a�i r✓�, IsF.�fI€ ted Ceiling Plan, Level 1 d in other pci • Shea Number Mechanical M -001 M -002 Iii 003 M - -10() M -101 i M-200 M -201 M 2 t.),.f M --203 M -300 M -301 Plumbing P-001 P...100 F-101 P-102 P -200 P -201 P -202 P -203 P -300 Electrical E-000 E -001 E -100 E-200 E -300 E -600 E -7700 Drawing List Sheet Name Drawing index, Mechanical Symbols and Abbreviations Site Plan Design Criteria and Load Calculations Mechanical Schedules Mechanical Schedules Underground - Mechanical Plan Level 1 - Mechanical Plan Level 2 - Mechanical Plan Roof - Mechanical Plan Mechanical Details Sections and Elevations Drawing Index, Plumbing Symbols and Abbreviations Plumbing Schedules Plumbing Schedules Plumbing Schedules Underground - Plumbing Plan Level 1 - Plumbing Plan Level 2 - Plumbing Plan Roof Plumbing Plan Plumbing Details f Project Description A 15,131 square foot Space Shuttle Gallery will be built just north of the Museum of Flight's existing 904 Building to house a retired NASA orbiter or other space artifacts. In plan, the Space Shuttle Gallery is a 110 ft. wide and 157 ft. long parallelogram, mimicking the parallelogram shape of the Personal Courage Wing to the east. It is approximately 40 feet high on the eastern edge and rises to 70 feet hight on the west, matching the height of the Personal Courage Wing. The eastern face is a 38 ft. by 105 ft. high glass curtain wall that leans out at a 12 degree angle, providing spectacular views of the orbiter as you approach along East Marginal Way or across the pedestrian bridge. The glass curtain wall also returns 14 feet along the south and north faces of the building to allow dynamic views in approaching from the north. The north, west, and south faces of the building will be corrugated metal siding. The main entrance will be at the southeast corner through a glass vestibule arriving at the nose of the orbiter. The open interior space for the orbiter is created by 7 ft. deep steel trusses spanning 110 ft. north to south. A centered skylight over the shuttle will provide natural lighting and reduce electrical lighting loads. A west entrance lobby provides access to the Gallery and the 904 Building, where public restrooms are located. The 904 Building will be maintained and enhanced as a prat of this project. The east face of 904 will be covered with graphic imagery and signage announcing the new gallery. Site Address KING COUNTY MUSEUM OF FLIGHT 9725 EAST MARGINAL WAY S 98108 Assessor's Parcel Number 562420 -1034 Legal Description MOORES FIVE ACRE TRS "REVISED LOT A" TUKWILA BOUNDARY LINE ADJUSTMENT NO BLA- 01- 002REC N020010803900001 & AFFIDAVIT OF CORRECTION REC NO. 20020215001703 WCH IS POR OF SE 1/4 OF SW 1/4 AND POR OF SW 1/4 OF SE 1/4 STR 33 -24 -04 REVi; NS ttk efinoes sh; t k e mado to the of :c tYitho;:t prior a scope E! rildin approval of g Division. NOTE: f;,,.. • ,1•;q require a new I and rc:1 _.•,:cie additional plan review w lee,. Vicinity Map Mt i; Fact N Cstyrsto • Electrical Symbols and Abbreviations Electrical Site Plan Electrical Power Plan Electrical Lighting Plan Security Rough in Plan One Line Diagram and Details Energy Code Compliance C 011,1.1 Migh,,In =e. <,n 11''11 SEPARATE P_EBMIT_- REQUIRED FOR: ,�4tp�fsssirat Cias Piping .:ity of Tukwila wyn t4unk,pa1 €€€€€€€€€•€`31-€,,,,, nii,on' • (9 iiNt Renton liViencts 1E14% �.:,. kr() rime 41.026 - King Co. Intl Airport Project Site Project Information Using 2009 International Building Code, Occupancy Mixed occupancy, Separated Uses Plan review apiroval is suite to en i and o including WAhirjstp tat'e rmertdurt- ' moments doss not aui i''; eri ' !inn of Pr'Y a or ordina of api Yac Flo. Copy tuts is ac New Space Shuttle Gallery = A3 [Existing 9 -04 .2 Building = B (office), 2 story (unchanged)] [Existing 9 -04 .2 Building = A3 (library), 1 story (unchanged)] Date: Occupancy Separation required: 1 HR Construction Type New Space Shuttle Gallery = 1B, fully sprinklered [Existing 9 -04 .2 Building = 2A, fully sprinklered (unchanged)] Floor Construction: 2 HR, there are no floors above first fl Roof Construction: 1 HR up to 20', 0 HR above 20' Primary Structure: 2 HR or 1 HR if it supports roof only Bearing Walls: 2 HR, there are no bearing walls Non - Bearing Exterior Walls: oor. <5'- 1 HR 5'to <10' -1 HR 10' to <30'- 1 HR >30'- 0 HR Separated from surrounding buildings Separated from surrounding buildings Separated from surrounding buildings Separated from surrounding buildings C 3,/Ll7,41 1/ City Of T f MMERCIAL E ANT IMPROVEMENT ^8�zz;.:.:ray xx <,.N4...., , .,<.. >. .t<.<, v¢s,.,..rx• m;r. ER IT SET %J 0 PARTNERS INTERIORS PLANNING V. 8729 tie, Washington 98101 www.srgpartnership.com 7:206.973.1700 F:206.973.1701 Commercial Tenant Way South, Seattle, WA 9404 East fVlargina ASI 003 attached rw ICHARD ZIEVE STATE OF WASHINGTON Commercial Tenant Improvement Permit Drawing Title Cover Sheet and Drawing Index Revisions . Description Date ASI 003 Revision - Wall Types 01/27/201 02/03/2011 RECL ,_D FEB 09 2011 -. ; . = -T CENTER Submitted for renovation of existing building attached to Space Shuttle Gallery project submitted separately CO rig w— w—w.,w P-- FInR ICE FEB 5 2U11 �Is, I of Tu BUILDING G� v 1a�ON Drawn by AP Checked by RZ Date August 18, 2010 Project No 210022 Consultant Project No Owner Project No Drawing No G -001 2/8/2011 10:20:49 AM r I I I MINIM ENNIO =NM OIENNI -- CIMINO 121 2 G -002 see. A -100 f I I I I I Limit of Work ocation 3/32" 1' -0" 62' -0" eimo 0.3,fc / -__ 14' -0" 3 HR wall with parapet extension, see roof plan _ sm. ear ram I I / / / / 1 HR room and door 26' 4.0 fc 4.4 fc \ j (Note: May include // \ / I inaccesAble area uncle? / \ \ / I / I orbiter and possible s sibl e / / I exhib' area at / i / I/' / ' t pen eterwalls) /' / / / /— / s) / m / I I / j I / ij I / / � j I ! / / j /' - - I // / O14.6 fc ' l� i , / / jii Ili / / / T e use of this assembly space ill vary to serve banquets and special events as well as typical museum needs. A3 Net Area = 9500 SF Total exit capacity = 1440 Allowable occupancy per code:. 15 SF net/occupant = 633 occupants 7 SF net/occupant =1357 occupant 5 SF net/occupant =1900 occupants Proposed posted max occupancy =/ 00 Foot candles illumination provided with emergency lighting, typ. Path of egress, illuminated by average of 1 foot candle minimum of Od foot candles, typ. Distance along path of egress to nearest exit, ty. 21' -0" 4.8 / 25.3 fit S S 42' -0" 3 HR wall with parapet extension, see roof plan 360/ 43' -0" 45' -0" P i J a _y LEGEND 1■••■•••••10■11110■10111111INIMP ONION . • MED • . . . I•••OEM CIA10 CIRSO 111619 WM MID NM 111110 IMP + + Occupant Group Occupant Load B Actual Allowed 10 Smoke Partition 1 Hour Smoke Barrier 1 Hour Fire Barrier 2 Hour Fire Barrier 2 Hour Fire Wall 3 Hour Fire Wall Path of Egress Assumed Property Line Occupant Load 442 Exit / Load 50 180 Exit Capacity °SP Standpipe Illustrates the side that 'EXIT is to be displayed on The direction to exit /•\ REVISION N0.1 Level 1 - Life Safety -002 3/32" = 1' -0" A' 111 FE Fire Extinguisher Cabinet E=i MPS (1) per 3,000sf @ 75' o.c. max Fire Alarm Manual Pull Station Exit Sign •Distance to nearest exit along path of egress 25.3 fc Footcandles illumination along path of egress REVIEWED FOR CODE COMPLIANCE ,APDnfVEO FEB 152011 U z PARTNERSHIP INTERIORS a) • 2 • •51, to it a) O v co ta. I c 87 • E L E Commercial Tenant T:206.973.1700 F:206.973.1701 9404 East Marginal Way South, Seattle, WA RICHARD ZIEVE STATE OF WASHINGTON Revisions made to drawing included in D10 -221 Building Permit Added detail 2 for Construction Documents printing Commercial Tenant Improvement Permit Drawing Title Life Safety /Code Information Revisions . Description Date (1 City of Tukwila 10/08/2010 Permit Comments 2 Revision 2 10/29/2010 3 Revision - Wall 2/3/2011 Types Vo-- 22-2- Cityot Tukwila OPMAKIN RECEIVED FEB 09 2011 PERMIT CENTER Drawn by AP Checked by RZ Date October 29, 2010 Project No 210022 Consultant Project No Owner Project No Drawing No Undercounter cabinet area for recycling storage Rubber tile floor Vending machine, OFOI Instant hot water Disposal, one side, provide duplex receptacle Disposal switch, surface mounted Demolish existing partitions Microwave shelf above Reverse existing door swing and move light switch if feasible Demolish existing door, repair wall 1 Floor Plan - Break Room (rm 116) -50 1/2" = 1' -0" Top of upper cabinet. Demolish existing soffits, repair and paint GWB ceiling, repair and add lighting fixtures for sufficient lighting, TYP Vending machine OFOI Table and chairs OFOI 4" rubber base, black, typ jiik Level 1 17' -91/2" Demolish existing partitions and soffit Vending machine, OFOI Reverse existing door swing and move light switch if feasible Existing light switch N ««< No. 12 Fh. Wd. screws with cs. finishing grommets at 1' -0" o.c. max equally spaced. (2) No. 10 fh. Wd. screws at 1'-4" o.c. Cont. 1 x 3 wood cleat, attach at studs Cabinet back Stud and gyp. bd. partition 6 Upper Cabinet - Top Attachment 2/8/2011 10:54:29 AM 6" = 1' -0" Cont. 1 X 3 wood cleat, attach at studs an ea iw '. J Top Front Attachment A -508 6" = 1' -0" (2) No. 10 fh. Wd. screws at 1' -4" o.c. No. 12 fh. wd. screws with cs. finishing grommets at 1' -0" o.c. max equally spaced. Bottom of upper cabinet. dr//At AKA" .___ ._. SOFFIT / CEILING Cont wood blocking Top of cabinet. Plastic laminate cabinet door with edge banding 7_ 6 Sim -508 P -1 Plam upper cabinet, AWI flush overlay construction, typ Adjustable shelves Sim � 8 Ate/ Backsplash returns at wall CRP counter, nosing, and backsplash r\ , ir._____ _. J /11 Sim A -508 Rubber base, black /13 Sim 50, 21 Interior Elevation - Break Room (rm 116) W A -508 / 1/2" = 1' -0" Sim Demolish existing partitions and soffit Valance lighting beneath cabinets Valance lighting switch CRP countertop, returns at wall co Jr 12' -10" 2' -6" y 3' -0" 2' -6" y 1' -9" y 3' -0" / n / / / / / / \ / / Plastic laminate cabinet faces, AWI flush overlay construction, typ Stainless steel sink, double bowl, self - rimming, 5 holes, instant hot water, disposal (provide duplex receptacle), surface mount disposal switch Insulated drain / trap and hot water supply, provide ADA clearance Plam base cabinet, AWI flush overlay construction, typ 12 A -508 Sim N Alp Level 1 17'- 91/2 "�` Instant hot water Disposal, one side Adjustable shelves / / / / / / / / / / / / /t / \ / / \ \ \ = = = = = / / / / n 0 0 / / / 1' -3" I_ 1' -3" 3' -0" 2' -6" 1' -9" 3 Interior Elevation - Break Room (rm 116) N AA 501 1/2" = 1' -0" Scribe laminate to wall. 1/16" mitered edge,typ Composite resin panel backsplash. Counter top - Scribe to wall at ends w/o backsplash. iph Level 1 17'- 91/2" Scribe to wall where top is potentially visible Cabinet back at microwave shelf Upper Cabinet - Bottom Attachment Valance 6" = 1' -0" 6" = 1' -0" Bottom of cabinet. Plastic laminate cabinet door with edge banding Valance lighting ek,-508 4" rubber base, black New duplex receptacles Interior Elevation - Break Room (rm 116) S 1/2" = 1' -0" Microwave shelf Demolish existing door, repair wall 1' -7" ar Agh Level 1 17' -91/2' New duplex receptacle nterior Elevation - Break Room (rm 116) E 1/2" = 1' -0" 2 No. 12 fh. wd. screws with cs finishing grommets at 1' -0" o.c. max equally spaced. Cabinet back. (2) No. 10 fh. Wd. screws at V-4" o.c. Cont. 1 x 4 wood cleat, attach at studs �10N Base Cabinet - Top Attachment / Backsplash -508 (2) No. 10 fh. wd. screws at 1'-4" o.c. No. 12 fh. wd. screws w /cs. finishing grommets at 1' -0" o.c. max equally spaced. Cont. 1 x 4 wood cleat, attach at studs Cabinet bottom. Cont. 2x wood blocking at cabinet base. Stud and gyp. bd - see wall types 12 Base Cabinet - Bottom Attachment A -50/ 6" = 1' -0" c) Plastic laminate cabinet faces, AWI flush overlay construction Adjustable shelves at upper cabinets, typ Microwave oven: white, max dims - 24w x 15d x 16h Coffee brewer and pot OFOI Duplex outlet, typ GFCI as required Refrigerator: white, side -by -side, with through door water and ice maker, max dims - 36wx32dx72h Provide duplex receptacle as necessary Materials / Finishes Floor - Rubber tile: Johnsonite Eco -Shell with Cork, HRTEC -DN8 Spicy Brown B. Provide multiple applications of maintenance coating, and spray buffing as recommended by manufacturer for new floors. Base - Rubber: 4 ", black Ceiling - GWB: Repair and paint, TYP Casework - see 06 41 00, Architectural Casework i -L\\\\\\\ N‘N. \NIT ■-■111FA, \r CRP counter top. 1/16" mitered edge, typ Plastic laminate cabinet door with edge banding. EVtStO ,, N N0:1 11 Composite Resin Panel Nosing A -508 6" = 1' -0" Bottom of cabinet. RECEIVED FEB 09 2011 PERMIT CENTER Plastic laminate cabinet door with edge banding FLOOR 13 A -508 Bottom Front Attachment / Base 6" = 1' -0" Cont 2x wood blocking set in sealant at floor typ. all casework. Rubber base. PARTNERSH a i 0 ism 0 v 3 al w C CO 2 T:206.973.1700 F:206.973.1701 9404 East Marginal Way South, Seattle, WA Commercial Tenant Improvement Permit Drawing Title Breakroom Details Revisions No. Description Date 1 ASI003 1/27/2011 REVIEWED FOR CODE COMPLIANCE AppaflVED FEB 15 2011 City otTukwila BUILDING DIVISION Drawn by NJM Checked by Checker Date February 3, 2011 Project No 210022 Consultant Project No • Drawing No / ■ . . ° 1' -3" I_ 1' -3" 3' -0" 2' -6" 1' -9" 3 Interior Elevation - Break Room (rm 116) N AA 501 1/2" = 1' -0" Scribe laminate to wall. 1/16" mitered edge,typ Composite resin panel backsplash. Counter top - Scribe to wall at ends w/o backsplash. iph Level 1 17'- 91/2" Scribe to wall where top is potentially visible Cabinet back at microwave shelf Upper Cabinet - Bottom Attachment Valance 6" = 1' -0" 6" = 1' -0" Bottom of cabinet. Plastic laminate cabinet door with edge banding Valance lighting ek,-508 4" rubber base, black New duplex receptacles Interior Elevation - Break Room (rm 116) S 1/2" = 1' -0" Microwave shelf Demolish existing door, repair wall 1' -7" ar Agh Level 1 17' -91/2' New duplex receptacle nterior Elevation - Break Room (rm 116) E 1/2" = 1' -0" 2 No. 12 fh. wd. screws with cs finishing grommets at 1' -0" o.c. max equally spaced. Cabinet back. (2) No. 10 fh. Wd. screws at V-4" o.c. Cont. 1 x 4 wood cleat, attach at studs �10N Base Cabinet - Top Attachment / Backsplash -508 (2) No. 10 fh. wd. screws at 1'-4" o.c. No. 12 fh. wd. screws w /cs. finishing grommets at 1' -0" o.c. max equally spaced. Cont. 1 x 4 wood cleat, attach at studs Cabinet bottom. Cont. 2x wood blocking at cabinet base. Stud and gyp. bd - see wall types 12 Base Cabinet - Bottom Attachment A -50/ 6" = 1' -0" c) Plastic laminate cabinet faces, AWI flush overlay construction Adjustable shelves at upper cabinets, typ Microwave oven: white, max dims - 24w x 15d x 16h Coffee brewer and pot OFOI Duplex outlet, typ GFCI as required Refrigerator: white, side -by -side, with through door water and ice maker, max dims - 36wx32dx72h Provide duplex receptacle as necessary Materials / Finishes Floor - Rubber tile: Johnsonite Eco -Shell with Cork, HRTEC -DN8 Spicy Brown B. Provide multiple applications of maintenance coating, and spray buffing as recommended by manufacturer for new floors. Base - Rubber: 4 ", black Ceiling - GWB: Repair and paint, TYP Casework - see 06 41 00, Architectural Casework i -L\\\\\\\ N‘N. \NIT ■-■111FA, \r CRP counter top. 1/16" mitered edge, typ Plastic laminate cabinet door with edge banding. EVtStO ,, N N0:1 11 Composite Resin Panel Nosing A -508 6" = 1' -0" Bottom of cabinet. RECEIVED FEB 09 2011 PERMIT CENTER Plastic laminate cabinet door with edge banding FLOOR 13 A -508 Bottom Front Attachment / Base 6" = 1' -0" Cont 2x wood blocking set in sealant at floor typ. all casework. Rubber base. PARTNERSH a i 0 ism 0 v 3 al w C CO 2 T:206.973.1700 F:206.973.1701 9404 East Marginal Way South, Seattle, WA Commercial Tenant Improvement Permit Drawing Title Breakroom Details Revisions No. Description Date 1 ASI003 1/27/2011 REVIEWED FOR CODE COMPLIANCE AppaflVED FEB 15 2011 City otTukwila BUILDING DIVISION Drawn by NJM Checked by Checker Date February 3, 2011 Project No 210022 Consultant Project No • Drawing No C 2/8/2011 10:16:42 AM (e3) IP U ce Z 0 o cc W o7 • Z ca Z Z Q � a> J a- M c a) 0'- W &5 F— c c • 0 a PARTNERSH Sawcut Threshhold Flush with FF /3 904 Metal Shop - Demo and New Plan 1/4" = 1' -0" Ilr � llll� NICAltgailf "Ott I 616611aMilliall till' VI1111111101111 V ilirrnrallering is. go • limy. 11111111111 ti 11111110111111051iii- nallimmar 161,7:111 wara lio - 01 1 VIM--vw goo Expand Opening Sawcut threshhold to meet FF Fill Opening Lockable Flush Mount Access Panel (3'x3' at +/- 5 feet AFF) Commercial Tenant 0 16. 1E L a) a a) F:206.973.1701 T:206.973.1700 9404 East Marginal Way South, Seattle, WA - REVIEWED FOR CODE COMPLIANC ApoRnveo FEB 15 2011 872 Demo nia II New Openii ig Door to be Relocald Expand Opening Revisions made to drawing included in D10 -221 Building Permit Commercial Tenant Improvement Permit Drawing Title Enlarged Plan - 904 Renovation Revisions . Description Fill with concrete, 8" min for 3 hour rating Existing structure to remain New walls, align with existing Date City of Tukwila Permit Comments RFI 013 ASI 003 Revision Types 203- ■ 1 904 Services - Demo Plan A -510,/ 1/8" = 1' -0" 1 904 Services - New Construction Plan "■-.51y 1/4" = 1' -0" REVISIQN N0: Dlo RECEIVED F93 092011 PERkiTCENTER Drawn by JSP Checked by RZ Date October 29, 2010 Project No 210022 Consultant Project No Owner Project No Drawing No A -510 2/8/2011 10:26:29 AM WALL TYPE - 11 Gypsum board 3 1/2" metal stud Tile wall backing in lieu of GWB where tile occurs 3" =11-0" �WALLTYPE- 15 Gypsum board (2) layers each side, extend to deck above 3" acoustical insulation batts at Type 'A' wall 3 1/2" metal stud UL design number U419 - 2 HR fire rating. (1 hour required per G -002) 3" =11-0" 2 WALL TYPE - 12 A -541 Gypsum board each side, extend to deck above except partitions interior to rooms 109, 110 3" acoustical insulation batts at Type 'A' wall 3 1/2" metal stud Tile wall backing in lieu of GWB where tile occurs 3" = 1' -0" /4 WALL TYPE - 18 Gypsum board each side, extend to deck above 3" acoustical insulation batts at Type 'A' wall 6" metal stud -541 3" = 1' -0" GENERAL NOTES: WALL TYPES 1. For extent of each wall type see floor plans. 2. For locations of fire rated walls see Fire and Life Safety Plans, G002. 3. Fire rated test design numbers shown apply at fire rated walls only. Construct fire rated walls strictly in accordance with the listing accompanying the wall type. 4. Acoustic walls carry the suffix "A" following the wall type. STC ratings shown are for acoustic walls only. 5. Thermally insulated walls carry the suffix "T" following the wall type. 6. All gypsum board shall be 5/8" thick UNO. Use fire rated type (Type 'X') at fire rated partitions and water resistant type at all walls with ceramic tile or epoxy paint finish. 7. Metal studs are 20 GA at 16" OC UNO. Metal C -H studs are 20 gauge at 2' -0" OC UNO. 8. Wall types do not.show ceramic tile or veneer plaster. For locations of these finishes see interior elevations and room finish schedule. 9. Where wall types change in a single plane of wall, layout studs to align faces of visible layer of gypsum board. 10. Not all wall types shown are necessarily used. EVISION N0, 1. b10 •x-2.2 I REVIEWED FOR CODE COMPLIANCE APDaAVED FEB 152011 City of Tukwila BUILDING DIVISION RECEIVED FEB 09 2011 PERMIT CENTER PARTNERSHIP PLANNING 2 CD • Abe 2 • O u as 1 co 2 8729 • E C) L E Commercial Tenant T:206.973.1700 F:206.973.1701 R:.ISTER A HITE 9404 East Marginal Way South, Seattle, WA RICHARD ZIEVE STATE OF WASHINGTON Commercial Tenant Improvement Permit Drawing Title Details - Wall Types Revisions No. Description Date Drawn by NJM Checked by NJM Date February 3, 2011 Project No 210022 Consultant Project No Owner Project No Sheet Number Gene, G -001 0 8:05:33 AM Cover Sheet and I Iawing Inde Sheet Number Drawing List Sheet Name Ni cawing [._is• Sheet [~lame Arcl•ii'teea., A...(.)(.)1 abi.)rev!ations and Symbols I..egend A...()02 A -003 ixtl_fr: :i)ecirieation Plan Poo. I 1 A(•j It ie.:rior Elevations - 904 BIu< I '€ (.:) 'AC-101 •iargera i iwiii 904 Renovation I cted Ceiling Plan, level 1 Shea shown in gray suLmit1tcd in other packaes tAAex;:, ,r w tli ,�{ lj!' Y� '�f k) j' ?F the e `'r ,Y:i � ��. i 3.,o,�,a P m ,��� r�1w��' 1 2 Nlrrrlber Mechanical IVI -t.)01 1M-002 IVl 'I00 I\ A -200 M-201 i•V'iaa.1).2 I'` /i..;301 1 car E- E a:00 1E-600 /00 Drawing NC-:I i o €:)rrawirlg Index, I Iech al €ic al Symbols and .:.1?'.;r .viations Site Plan f..'i Slfil Criteria iteria and I...oad Calculi ions • [Mechanical nicKal Schedules €Veclianical Schedules It1((rgroLti',:[ - Mechanical PL,a1 .v(: 11 - Mechanical Plan € , sV jl 2 - Meehariiceal Plan k(.o - Mechanical Plan :Mechanical I'.)etails Sections and I Ie'✓atlori; Drawing Index. Plumbing Symbols an Plumbing Schedules Plumbing :Schedules Run-thing Schedules Underground - Plumbing Plan Level 1 Plumbing as i flan Level 2 Plumbing Plan Roof Plumbing Plan Plumbing Details Electrical syrllbols and `}.bbrev!allorl:� Electrical ''4;Ite Han ! 'al P we VII z.: t ; •.1 �. Plan �an Ile( ;i :deal Lighting Plan S',c c,.:urii:y P\cug -1 in Plan (.)r)E) I.._?rie L`SIagranl and i_)e["-ltl` Energy Code Compliance Permit No. 4 review approval is 1! (If r :cast,' t to errors and omissions. dam not anthnri7a)- 3 Pre ,eut Description. ation A 15,131 squere foot Space Shuttle Gallery will be built just north of the Museum of Flight's existing 904 Building to house a retired NASA orbiter or other space artifacts. In plan, the Space Shuttle Gallery is a 110 ft. wide and 157 ft. long parallelogram, mimicking the parallelogram shape of the Personal Courage Wing to the east. It is approximately 40 feet high on the eastern edge and rises to 70 feet hight on the west. matching the height of the Personal Courage Wing. -lhe eastern face is a 38 ft. by 105 ft. high glass curtain wall that leans out at a 12 degree angle, providing spectacular views of the orbiter as you approach along East Marginal Way or across the pedestrian bridge. The glass curtain wall also returns 14 feet along the south and north faces of the building to allow dynamic views in approaching from the north. The north, west, and south faces of the building will be corrugated metal siding. The maid entrance will be at the southeast corner through a glass vestibule arriving at the nose of the orbiter. The ot:;en interior space for the orbiter is created by 7 ft. deep steel trusses spanning 110 ft. north to south. A centered skylight over the shuttle will provide natural lighting and reduce electrical lighting loads. A west entrance lobby provides access to the Gallery and the 904 Building, where public restrOoms are locatled. The 904 Building will be maintained and enhanced as a prat of this project. The east face of 904 will be covered with graphic imagery and signage announcing the new gallery. Site Add re ss KING COUNTY MUSEUM OF FLIGHT 97 2 EAST MARGINAL WAY S 98108 essor's Parcel Number b6? ', 20 -1034 L.e j ; Description MOORES FIVE- ACRE. TRS "REVISED LOT A" TUKWILA BOUNDARY LINE ADJUSJMEN..r NO Bi._A -01 -0O2rt ( NO20010803900001 & AFFIDAVIT OF CORRE:C FION REC NO. 2002021500170'3 WC!-1 ?S POR (:)F SE 1/4 OF SW 1/4 AND POR OF SW 1/4 OF SE 1/4 STf< 33..24._04 \iicii lily Map Mt Ads • nil':.)! B wn:le Canter Coknnlw, �ro 7;w;S O+aS I, 69eey Aay C :I, n.«k So:netsel M Clan Pa'k %,vy,lN SE Newcastle Project Information LB - ng 2009 International Building Code, including Washington State amendments Occupancy r \'IIXed occupancy, Separated Uses New Space Shuttle Gallery = A3 [Existing 9 -04 .2 Building = B (office), 2 story (unchanged)] [Existing 9 -04 .2 Building = A3 (library), 1 story (unchanged)] Occupancy Separation required: 1 HR Construction Type New Space Shuttle Gallery = 1 B, fully sprinklered [Existing 9 -04 .2 Building = 2A, fully sprinklered (unchanged)] Floor Construction: Roof Construction: Primary Structure: Bearing Walls: Non - Bearing Exterior 211R, there are no floors above first fl 1 HR up to 20', 0 HR above 20' 2 HR or 1 HR if it supports roof only 2 HR, there are no bearing walls Walls: Separated from surrounding buildings Separated from surrounding buildings Separated from surrounding buildings Separated from surrounding buildings oor. <5'- 1 HR 5' to <1W' -- 1 HR 10' to <30'- 1 FIR >30'- 0 HR IS King Co. Intl Airl : :C t Mmm East Renton Si Highlands U Project Site E u, RECEIVE AUG 19 2010 MIT CENTER Submitted for renovation of existing building attached to Space Shuttle Gallery project submitted separately Q. TNERSH 2 2 ■ 41) o U ) CI. 6' 2 CA C- rg A AAMI C 0 C) C:.-) Cr..) C.0 CD (N -ast Marginal Way South, Seattle, WA Commercial Tenant improvement Permit Drawing Title Cover Sheet and Drawing Index Revision r: <. No. t'esurinticua Date firwn by At; Checked by RI-' Date August .i8, 2010 Project i\lc, 21(1022 Consult.rr t Project No Owner Project No Drawing No 3(0 B 8/18/2010 7:22:54 AM ARCHITECTURAL ABBREVIATIONS AD Access Door AFF Above Finish Floor ALUM Aluminum AP Acoustic Panel AWP Acoustic Wall Panel (AWP -1) BD BLDG BO CB CC CFCI CG CH CIP CJ CL CLR CMU CPT CS CT DIA DIM PT DF DN DS (E) EJ EL EP EPT EQ ES Book drop Building Bottom Of Chalk board (CB -1) Colored concrete Contractor Furnished Contractor Installed Corner guard Coat hook Cast in place concrete Control joint Chain link Clear Concrete masonry unit Carpet (CPT -1) Cementicious surface material Ceramic tile (CT -1) Diameter Dimension point Drinking fountain Down Down spout Existing Expansion joint Elevation Electric panel Epoxy paint Equal Exposed structure (F) FAA FACP FD FE FEC FF FLR FOB FOC FOF FOS FRT FTG FV GA GB GL GALV GWB GWB -MR HB HM ID KD L Future Fire alarm annunciator Fire alarm control panel Floor drain Fire extinguisher Fire extinguisher cabinet Finish floor Floor Face of brick Face of concrete Face of finish Face of stud Fire retardant treated Footing Field verify Gage Grab bar Glass / Glazing Galvanized Gypsum wall board Gypsum wall board - moisture resistant Hose bibb Hollow metal Inside diameter Knock -down hollow metal frame Linoleum (L -1) ARCHITECTURAL SYMBOLS LEGEND M MAX MB MCP MDO MIN MO MP MT MRP MWP (N) NIC NTS OC OD OFCI OFOI GWB -MR P PL PR PS PT PTD PTDR PTR Building Section Identification Wall Section Identification Detail Identification Exterior Elevation Identification Interior Elevation Identification A4 Drawing Identification Building Grid Identification Match Line Identification North Point Revision Identification Room Name and Number Door Number Wall Type, see drawing A -551 Ceiling Height Identification, height above finished floor Al A3 Al A2 /A1 VIEW NAME -101 1/8" = 1' -0" A A -101 ROOM NAME 101 (10' -0: Window Type A -101 Equipment Reference, 01 see equipment schedule, A -603 Equipment Reference, OFOI or OFCI equipment Elevation Mark Occupancy Group/ Occupant Load Corner Guard Wall Guard A3 42 CG WG Mirror Maximum Marker board (MB -1) Metal ceiling panel (MCP -1) Medium Density Overlay Minimum Masonry opening Metal panel Metal Metal roof panel (MRP -1) Metal wall panel (MWP -1) New Not in contract Not to scale On center Outside diameter Owner furnished contractor installed Owner furnished owner installed Gypsum wall board - moisture resistant Paint (P -1) Plastic Laminate (PL -1) Pair Projection screen (PS -1) Pressure treated Paper towel dispenser Paper towel dispenser and receptacle Paper towel receptacle 2 R RAD RB RD RD /OD RF RM RO RST RT RW SC SCD SCS SD SIM SN SND SNR SR SS SST SSG STL ST SV SVB Riser Radius Rubber base (RB -1) Roof drain Roof drain /overflow drain Resinous floor (RF -1) Room Rough opening Rubber stair tread Rubber tile Resinous wall (RW -1) Sealed concrete Seat cover dispenser Shower compartment seat Soap dispenser Similar Stain Sanitary napkin despenser Sanitary napkin receptacle Shower rod Solid surfacing material Stainless steel Structural silicone glazing Steel Stone tile Sheet vinyl (SV -1) Sheet rubber base TR TB TBF T TOB TOC TOD TOP TOS TOW TPD TS TSC TYP UNO VB VBX VCT VP WC WD WF WG WM WSV WSVB WWF Transparent finish Tack board Tack board fabric Tread Top of beam Top of curb Top of deck Top of parapet Top of steel Top of wall Toilet paper dispenser Tube steel Toilet seat cover dispenser Typical Unless noted otherwise Vinyl base (VB -1) View box Vinyl composition tile (VCT -1). Veneer plaster Window covering Wood (WD -1) Wood flooring Wall guard Walk off mat Welded sheet vinyl (WSV -1) Welded sheet vinyl base welded wire fabric biO - 22-z REVIEWED FOR CODE COMPLIANCE APQRfVFD OCT 0 �� 2010 City of Tukwila BUILDING f IVVIginro RECEIVED AUG 19 2010 PERMIT CENTER U z a PARTNERSH as cin a) INTERIORS PLANNING ARCHITECTURE 8729 Museum of F T 0 cc rn 0 0) C 1E U) co aS a) C/) 0 0 M a) m a) C 0 C _o EGIS ARC T:206.973.1700 F:206.973.1701 a; co a� N t 0 rn o To a o 2 a7 co w er 0 et rn ED CT RICHARD ZIEVE STATE OF WASHINGTON Building Permit Drawing Title Abbreviations and Symbols Legend Revisions No. Description Date Drawn by JSP Checked by RZ Date August 18, 2010 Project No 210022 Consultant Project No Owner Project No Drawing No A -001 • ROOM MATERIAL FINISH SCHEDULE ROOM NUMBER ROOM NAME FLOOR BASE WALLS CEILING COMMENTS MAT -COL MAT -COL NORTH EAST SOUTH WEST MAT FIN -COL MAT FIN -COL MAT FIN -COL MAT FIN -COL MAT FIN -COL 101 Vestibule Walk -Off Mat Aluminum Storefront n/a Curtain Wall n/a Storefront n/a Smooth existing concrete Paint Glass canopy n/a Surface, both leafs Surface, both leafs 102 Space Shuttle Gallery Hard trowled concrete n/a n/a n/a Curtain Wall n/a n/a n/a n/a n/a n/a n/a Paint all 103 AirPark Entry . Walk -Off Mat Aluminum Storefront n/a MP -3 Aluminum Storefront n/a MP -3 manual override MCP -2 Crash bar Surface, both leafs 104 Lobby CPT -1 Aluminum MP -2 TBD, -7' - 3.5" GWB Paint Smooth existing concrete Paint Storefront n/a MCP -2 manual override n/a 180 deg, kick down 105 Mechanical Shaft Concrete n/a n/a n/a n/a • n/a n/a n/a n/a n/a n/a n/a Crash bar, alarm- notify 106 Hall 1 CPT -1 Aluminum GWB Paint GWB Paint . GWB Paint GWB Paint MCP -2 Automatic - card or key operation from room 102 manual override 107 Electrical Exist. n/a Exist. Paint GWB Paint GWB Paint Exist. Paint n/a n/a Corbin Russwin 108 Storage Exist. n/a GWB Paint GWB Paint Exist. Paint Exist. Paint n/a n/a Aluminum __._. Aluminum 109 Men CT -2 CTB -1 GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint CT -1 on Wet Walls up to 7' 110 Women CT -2 CTB -1 GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint CT -1 on Wet Walls up to 7' 111 Hall 2 Exist. Rubber GWB Paint GWB Paint GWB • Paint GWB Paint n/a n/a Manual - lever 112 Hall 3 Exist. Rubber GWB Paint GWB Paint GWB Paint GWB Paint Exist. n/a Painted 113 Exist. Elec Exist. n/a Exist. n/a Exist. n/a Exist. n/a Exist. n/a n/a n/a Painted Painted 114 Janitorial Exist. n/a Exist. n/a Exist. n/a Exist. n/a Exist. n/a n/a n/a Provide kickplate and stop 115 Exist. RR Exist. Exist. Exist. n/a Exist. n/a Exist. n/a Exist. n/a Exist. n/a Surface, both leafs 116 Break Room CPT -1 Rubber Exist. Paint Exist. Paint Exist. Paint Exist. Paint Exist. n/a Repair existing GWB Ceiling 117 Relocated Metal Shop Exist. n/a Exist. n/a Exist. n/a Exist. n/a GWB Paint n/a n/a Manual - lever U) SELECT MATERIALS: Metal Panels: MP1 MP2 M3 Celings: MCP -1 MCP -2 ACT Ceramic Tile: CT -1 CT -2 Edge Floor: CPT -1 Walk -Off Mat Morin W -12, 24 ga. Morin VB -34, 24 ga. Northclad AL Morin L2-16W-0 Accent AC -400 w /Obround Slots Armstrong U lti ma 1912 w /exposed T-grd FAP Fusion 10x18, Glazed Mirage Living 12x24, Running Bond Schluter Systems, Schiene Tandus C and A Abrasive Action 02578 Arden Specialties G212 with F13 Frame Counter Top: Breakroom Paperstone Restrooms Caesar Stone * All colors to be selected by architect DOOR AND FRAME SCHEDULE MARK ROOM FRAME OPENING DOOR FRAME HARDWARE GROUP COMMENTS WIDTH HEIGHT TYPE MATERIAL FINISH MATERIAL FINISH MFR OPENING ACTION LOCK __._._... _ _, _._.._..__.___ HOLD OPEN .........._,_ PANIC HARDWARE CLOSER .,..__...._.. CRD RDR 101 101 7' - 0" 8' - 0" Double Storefront Glass Aluminum Painted Corbin Russwin Automatic - both leafs, sequence delay with 102, bar manual override n /a Crash bar Crash bar Surface, both leafs Surface, both leafs exterior, opens 102 n/a To Exterior, Provide weatherstripping, Max U- factor 0.4 102 101 7' - 0" 8' - 0" Double Storefront Glass Aluminum - Painted Corbin Russwin Automatic - both leafs, sequence delay with 101, bar manual override n/a -- —_-__ 103 _ 103 6' - 0" TBD, -7' - 3.5" Double Storefront Glass . Aluminum Painted Corbin Russwin Automatic - both leafs, sequence delay with 104, bar manual override n/a Crash bar Surface, both leafs n/a exterior, opens 103 To Exterior, Provide weatherstripping, Max U- factor 0.4 104 103 6' - 0" TBD, -7' - 3.5" Double Storefront Glass Aluminum Painted Corbin Russwin Automatic - both leafs, sequence delay with 103, bar manual override n/a 180 deg, kick down Crash bar Surface, both leafs ._.m _ _ 105 102 6' - 0" 8' - 0" Double Flush Metal Painted Metal Painted Corbin Russwin Manual - lever RH leaf manual override Crash bar, alarm- notify Surface, active leaf both sides To Exterior, Provide weatherstripping, Max U- factor 0.6, Provide kickplates and stops 106 102 25' - 0" 25' - 0" Roll Up Metal Painted Metal Painted Corbin Russwin Automatic - card or key operation from room 102 manual override n/a n/a n/a n/a To Exterior, Provide weatherstripping, Max U- factor 0.6 _ 107 104 6' - 0" 8' - 0" • Double Storefront Glass Aluminum Painted Corbin Russwin Manual - bar Manual 180 deg, hooks at floor Crash bar Surface, both leafs n/a 108 ____. _ 109 104 ____ _.___.__.____.. 106 6' - 0" ________ __.___ 6' - 0" 8' - 0" �_ _ .__ __._ 7' - 0" Double Storefront Glass _ Glass ._.- ._.._� Aluminum __._. Aluminum Painted Corbin Russwin Corbin Russwin Manual - bar manual override Manual n/a Crash bar Surface, both leafs exterior To Exterior, Provide weatherstripping, Max U- factor 0.4 ____ Double Glass Painted Manual - bar 180 deg, , hooks at floor Crash bar Surface, both leafs n/a Custom height TBD to fit in exising opening with lowered sill, Provide threshold for 4 seismic expansion joint 110 106 6' - 6" 10' - 9" Roll Up Metal Painted Metal Painted Corbin Russwin Automatic - key operation from room 106 n/a n/a n/a Emergency activated n/a 3 hr rating 111 106 3' - 0" 7' - 0" Sngl. Flush Metal Painted Metal Painted Corbin Russwin Manual - lever Manual n/a n/a Surface n/a 1 hr rating, 180 degree door swing, Provide kickplate and stop 112 108 6' - 0" 7' - 0" Double Flush Solid Core Wood Painted Metal Painted Corbin Russwin Manual - lever RH leaf Manual kick down n/a n/a n/a room 108 side of bottom leaf, Flush bolts at top and bottom of LH leaf, Provide kickplates and stops _._._.__._ 113 -___..__..__ 114 — 106 __.__.__._____mm_____._. 106 — 3' - 0" 3' - 0" 7' - 0" Single Flush Solid Core Wood _.._.�_ Solid Core Wood Painted Painted Metal Metal Painted Painted Corbin Russwin . _ Manual - push and pull plates _.�.__________ ____.�__.____...�_. n/a n/a kick down _.� _ _..____M._._. kick down n/a ___ ____. n/a Surface . ___-_ Surface n/a ______ n/a Provide kickplate and stop 7' - 0" Single Flush Corbin Russwin Manual - push and pull plates Provide kickplate and stop 115 106 6' - 0" 7' - 0" Double Flush Solid Core Wood Painted Metal Painted Corbin Russwin Manual - bar manual override 90 deg. Overhead Crash bar, alarm- notify Surface, both leafs both sides Provide kickplates 7' - 0" Double Flush SoI d Core Wood Painted Metal Painted Corbin Russwin Manual - lever RH leaf Manual manual override 90 deg, overhead 1-90 degree. Overhead n/a Crash bar, alarm- notify Surface, both leafs Surface n/a both sides Flush bolts at top and bottom of LH leaf, Provide kickplates Provide kickplate _ ___ _ _ _ 118 111 6' - 0" 118 112 3' - 0" 7' - 0" Single Flush Solid Core Wood Painted Metal Painted Corbin Russwin Manual - lever - _ 119 120 121 102 110 ......___..._____..__ 117 3' - 0" 3' 0" _ _.__... .._._.._...___._ 3' - 0" 3' - 0" TBD, -7' - 3.4" Single Flush Metal Painted Painted ....._.:_w Match Existing Metal Painted Painted ..___..___....u___.._ Match Existing Corbin Russwin Manual - egress only n/a n/a Crash bar, alarm - notify Surface n/a 3 hr rating, Custom height TBD to fit in existing opening with lowered sill, Provide threshol for 4" seismic expansion joint, Provide kickplate and stop 3' - 0" ........_._._..__...�___ 7' - 0" *B ; -7' - 3.4" Access Door Metal Metal Metal .__. Metal Corbin Russwin Corbin Russwin Manual -key operation ._._— _.___.___._.__._m_. _ Manual - lever Manual _._.__.__.r.._ Manual manual override n/a kick down n/a n/a n/a Surface n/a n/a Lockable equipment access door, Flush to wall, Sill at 5' AFF Provide kickplate -1660:6; Single Flush 122 reading Single Flush Metal Match Existing Metal Match Existing Corbin Russwin Manual - bar n/a Crash bar Surface exterior o`extenor rom reading roomV Iiiiide weatherstfipping; llAaz li a custom hiiiti i TBD to fit in existing opening with lowered sill Double -Flush Double Storefront Door Elevations 1/4" = 1' -0" Single -Flush Access Door Roll Up Door CORRECTION LTR# bio 22Z REVIEIN,C FOR CODE COMPLIANCE APD�a(WFD OCT 0 J 2(1 CityotTukwila BUILDINGirtiPif RECEIVED OCT 04 2010 1 PERMIT CENTER U z 0. PARTNERSH INTERIORS PLANNING O c‘-•; c 0 a) c 5 ai a> co H W cs U � Q' as 0. T:206.973.1700 F:206.973.1701 9404 East Marginal Way South, Seattle, WA Commercial Tenant Improvement Permit Drawing Title Schedules Revisions No. Description Date City of Tukwila 10/04/2010 Permit Comments Drawn by JSP Checked by RZ Date August 18, 2010 Project No 210022 Consultant Project No Owner Project No Drawing No A -002 birlg ure Schedule i n conjtinction i h p umbing r Type: a ounted Tol le EED Ii of Fixtures: 8 Model it: Color: Nominal i ti Mounting Height: " Other; Type: a ounted U ri nal EED Compliances: of Fixtures: Model anuf • `I • I 1 Di ti Mounting Height: Other: Under mount Vanity LEED Compliances:a # of Fixtures: 6 antif Model : Color: • i 1 i i : Mounting Height: Other: Ty chen Sink LEED Compliances: 8 of Fixtures: 1 Model Color: Nominal i ti Mounting Height: Other: Type: Jan it or 1 Sink EED li : of Fixtures: 1 nu Color: Nominal i i MoUnting Height Other: chitect nk bing fixtures to be specified by mechanica u 1 plans consultant. To be in t on i h e 1 ec tl cal drawings and re fl ected ce Type: Manu Philips i, li r Model : SN Strip; (SN Series) Finish: TBD r amp Watts: T8, r Length Ballast : High Power Factor Location: Restroorns Drawing l: ng plans 1 ariu fm: Bega Dints: (.r` rile i #: IF 66 8950 (L ht Suil cing (E1 le„ri `etnt1)1 v` ground, 800mm (.6) c r ground Style: Door and connection c ti n: Parking PMza Dravving Symbol: ' Type: F2 artuf Philips Lightolier l : 8021 (Calculite CFL Open Dowri Dims: rr rt r Reflector r : 8021 CC P ( Co o C e Frame-In i 1 Location: Building Drawing L i Finish: CCD) Type :' 2 f: li ( r l tl 1 L 1 (c � I t '1 li 1 U( ec r clear, I iri c nt) rr lent 11 t I : all t ()cation: Lobby Drawing nu A Leigh odel : accolade 3 wet (D3 Series-Sub Finish: i t to tc h structur 1 r'1 t , r l t ( t t �r “ft t I: 1 ° i , It , shielding, ti , et Labe I Location: Cano Drawing 1: F3A anuf.: Portfolio (Cooper Lighting) l : MA639T6G12 ((ceramic metal l li 1 Finish: LI (Specular clear, l iridescent) Dims: rr directional Style: istri ti , E bal ast, 647 Location: y Drawing y l: Philips 1 t l odel C7L1520DL (M) (Calcul i Finish: 35K color, CCL finish, P f l ange i :rr r r t I i r t .l it Series, N installation options Location: Drawing l: e LED Downlight) Site lighting standards and Photo metrics plan per TMC 8.50.100„ anuf: nona Lightirig Mode' � TEPO3 Finish: Dims. rr( i i W ) t l: 1/ , 1 It , ti : l' r I ` l: option RICHARD ZIEVE SATE OF WASHINGTON Building Permit Drawing Title Fixture Specitic anu fa: i neon Lighting odel : DL (Downlight Decora ti ve Sm i ) Finish: Silver anodized altilithlUM alloy (standard) i : rr i; ., 13.5” tall (modified wi extension collar for glare control) Style: , vvarm white, 190 vvatts Location: Gallery Trusses Drawing l :. AO Revisions No. Description Date i t• : 1 i . : a (ih I ii i i ( r , c i e rr t f ? iini r i i t. i Gray) ce and Airpark Doors Drawn by JP/NM Checked by RZ Date August 18, 2010 Project No 210022 Consultant Project No Owner Project No. Drawing No B 8/18/2010 7:23:51 AM Existing trees, typ. Property Line I ..I OP , NE ‘1 Air p6rk aircraft :shown \dashed Exist4rig,liglit, relocate Existirt'g fire hydrant (Boeing) — Security fence, �JlC Restriped parking: 67 cars including 1 ADA stall Main museum parking, across ,East Marginal Way "$outh. Reference parking &termination. Access route from ADA \: ,, parking :stall Existing fight, locate "Truck loading area AIR PARK Bollard typical, see landscape' Gate Service entry 49' - 3" A -510 Bike rack L4 light, fixtures, one per bench ADA access from bridge Existing fir,.r'),• hydrant N Existing light, remove cco Exit to Air Park Concrete apron Sanitary sewer easement Water easement Property Line Post indicator valve, see civil Connection'to building.._ fire serarice, see evil Temporary. structure, ;'shown dashed, ale. to b- moved is Fire lane c) .00000D0D0O0O00000000000 EOO ®O 5 00 ,ODOOO®ODODODOOOOe 0000000000000000 000000© 00® 0o 0mom0e0o0o000000000o000000000o o0O00000o0,0o0mm o:m° 0000e ©o„ 000 643410©(tiW® ®® X000' ® ®®®`°' ?©0 94 334 3 4 1 *ii00V eig00 h 43. 00 000000® ® °: 600006 600008 ®®U000 ® 000000 0000‘10 0000:0 0000���e®M0®E4aveae ct34000:a ®m Mtkof tad�eaea 000030041e407�C�% �¢e� 4; 00 Relocated security fence Gate Existing fire hydrant LandsCaped•area INAL REVIEWED �, OR CODECOMP AND ��� APP ". n our 0 b poi City ._ ®t1'tukwila BUILT BUILDING nro ''',. RECEIVED AUG 19 2010 rcENrER Site A -100/ 1/32" = 1' -0" a PARTNERSH a) INTERIORS PLANNING ARCHITECTURE 110 Union Street, Suite 300 Seattle, Washington 98101 .srgpartnership.com T:206.973.1700 F:206.973.1701 RICHARD ZIEVE STATE OF WASHINGTON Building Permit Drawing Title Site Plan Revisions No. Description Date Drawn by JSP /NJM Checked by RZ Date August 18, 2010 Project No 210022 Consultant Project No Owner Project No Drawing No A -100 B A 8/18/2010 7:24:02 AM [Pi Retain Existing Landscaping Bollards see landscape M1 Light Fixture, coordinate exact location with final paving pattern A-302 A-320 A-320 V.. • V %VIM. V., Interior walls [shown hatched]: future Tenant Iryiprovement, Not In Contract (NIC) / • Soffit/grille above for air circulation -II- ...I.. V.. )1,E Roll up door Soffit 1 grille „above for air circulation Interior walls [shown hatched]: future Tenant Improvement, Not In Contract (NIC) Remove landing to meet existing finish floor level r- Sawcut threshhold to meet existing finish floor level All demo shown dashed 'AP z PARTNERSH A-204 A-320 ADA Push Plate INTERIORS . PLANNING ARCHITECTURE co 0) 0 0) Er) a) cr) a) (/) a) .65 0 "E E 0 0 E2 0 0) 0) -F11 T:206.973.1700 F:206.973.1701 Overhang Above Soffit / grille above for return air / ADA Push Plate / A-507 Storage I I I I I I I I u 108 A-502 Concrete a ron 213 SF Electrical 128 SF Space Shuttle Gallery Walk-off grille , Splashblock A-301 14092 SF A-320 Hall 2 111 348 SF A-400 116 A-206 Soffit above, future TI, NIC A-502 Women 291 SF 150 SF 3 hr Roll Up Door Museum of F ;'.",",""M"0 03iN•45."""i",•Iig t Exist. Elec 113 Continuous smooth coating, fill gaps/cr cks Interior walls [sh wn hatched]: future tenant i rovement, Not In Contra (NIC) Seismic exppnsion joint 8729 • A4-02 64 SF 7. Exist. RR 115 120 SF Hall 3 112 Janitoal • 114 39 SF ri Fill windows per structural A-322 A-400 A-204 A-505 / Provi e fire system ope ing in girls, ma 10" diameter on CL, m• 30" from column Ilumbing chase for 904 RWL and CW / Approximate outlin ,./ of orbiter exhibit t. / , ••. 'Exhibit barrier, ot In Contract,,,,,,,, Concrete flog 'slab control joints / Soffit bove, future I, NIC Skylig t, above ,Pull vault, see electribal Irrigation controller, see landscape Air Pal* electrical serviCe, see.electrical Bollards, typical Post indicatorvalve, • • see Civil , Fire department•conneOtion, See civil Fire service vault,. see 'civil' REVIEWED FOEI ODE COMPLIANCE APPP0VFn OCT. 0 3. Egli Pro ide fire system ning in girts, ax 10" diameter on CL, r'nin 30" from column City of Tukwila BUILDING nivipom 'ADA Push Plate nopy Above / Trash receptacle / I see landscape / A 206 ito_,_07,77 // ) of pow/ ; "4,4 I.... A trif ,-# , , t 4. , fff ffIr / 101 \--) / fr IM I NA ' IM d IM1IN1 VIII A i lii I 11 1 SST floor diffusers, typical 1 1 12' - 0" Typ. A-320 05' A-501 Level 1 1/8" = 1'-0" A-501 A-201 Roof Overhang 3 / / 2 / 4 RECEIVED AUG 1-9 2010 PERMIT CENTER RICHARD ZI EVE STATE OF WASHINGTON Building Permit Drawing Title Floor Plan, Level 1 Revisions No. Description Date Drawn by JSP/NJM Checked by RZ Date August 18, 2010 Project No 210022 Consultant Project No Owner Project No Drawing No A-1 01 10/2/2010 6:09:09 PM Agmk Level 1 mil 17' -91/2" • Interior Elevation - Hall 1 West Wall ph Level 1 17'- 91/2" Alum. Base Alum. Base Fur out from existing concrete wall -to conceal 3 hr coil door track finish with -1/2" GWB A-402 / 1/4" = 1' -0" /5 ph Level 1 17' - 9 1/2" CT -1 on Wet Walls Up to 7' P -1 • • -I , if `\ / / Mir ■ \ \ / \ \ \ \ / o b r \ '; \ CTB -1 ` Stainless steel floor mounted partitions, typ. Interior Elevation - Mens West Wall \-4O 2 1/4" = 1' -0" dh Level 1 17' -91/2" phLevel1 17' -91/2" Interior Elevation Hall 1 North Wall A: 1/4" = 1' -0" CTB -1 s Interior Elevation - Mens North Wall or All bathroom accessories stainless steel A-402 / 1/4" = 1' -0" P -1 = . P -a • , P -.1 if / Mir ■ CTB -1 s Interior Elevation - Mens North Wall or All bathroom accessories stainless steel A-402 / 1/4" = 1' -0" P -1 = . P -a • , P -1 if .. `\ `� / ) // // ■ CT-1 '; / / / < \ \ / / / < \ \ i / / ( \ \ / / ( \ \ / / / < \ \ / / / ( \ \ CTB -1 nterior Elevation - Womens West Wall 1/4" = 1' -0" jokk Level 1 17' -91/2" Stainless steel, floor mounted, toilet partitions, typ. P -1 1 Seat cover dispenser, TYP Interior Elevation - Break Room West Wall 1/4" = 1' -0" 1 ph Level 1 17 -91/2" 0 0 Level 1 17' - 9 1/2',-11.- /2" �` Level 1 17' -91/2" Room Sign Water Fountain / / / / / • / / / / / / / 3 Interior Elevation - Hall 1 East Wall A-402 1/4" = 1' -0" Fur out from Exist. Conc. Wall -1x StI. Stud -1/2" GWB Alum. Base 0 0 ith Level1 17' -91/2 CV M M '4) P -1 N 0 11 1 1 1\ Stainless steel partitions, TYP 7 Interior Elevation - Mens East Wall A-402 1/4" = 1' -0" All bathroom accessories stainless steel Agok Level 1 17'- 91/2" CTB -1 Supply toilet paper dispensers, TYP nterior Elevation - Womens North Wall P -1 1 1 1 Flush lockable access door Mirror All bathroom accessories stainless steel Thru counter soap dispenser. TYP Mirror Joh Level 1 NU 17' -91/2" Atik Level 1 17 -91/2" / / / / / / / / / / / / / / GWB Alum. Base 4 Interior Elevation Hall 1 South Wall A-402 1/4" = 1' -0" All bathroom accessories stainless steel CTB -1 Hand dryer, TYP nterior Elevation - Mens South Wall 1/4" = 1' -0" All bathroom accessories stainless steel 0 ti 0 CV 1 Hand dryers SST, TYP nterior Elevation - Womens East Wall CTB -1 I Thru counter soap dispenser, TYP Level 1 17' -91/2" p -t if ■ CTB -1 Hand dryer, SST, TYP nterior Elevation Womens South Wall 1/4" = 1' -0" A-402 1/4" = 1' -0" nun 14 Interior Elevation - Break Room North Wall A-402 / 1/4" = 1' -0" 2 Lik Level 1 17' -91/2" /15 interior Elevation - Break Room East Wall ■-403/ 1/4" =1'-0" 3 1/4" = 1' -0" b 10 - 2,2_2_ AAA Level 1 17'- 91/2" REVIEWED FCl CODE COMPLIANCE. AP PWWF OCT 08 Ail] City of Tukwila BUILDING DI1lminhi RECEIVED OCT 0 4 2010 - PERMIT CENTER Interior Elevation Break Room South Wall 1/4" = 1' -0" 4 U Z a PARTNERSH 8729 INTERIORS PLANNING ARCHITECTURE Museum of Flight .srgpartnership.com F:206.973.1701 9404 East Marginal Way South, Seattle, WA RICHARD ZIEVE STATE OF WASHINGTON Commercial Tenant Improvement Permit Drawing Title Interior Elevations - 904 Bldg Revisions No. Description Date A City of Tukwila 10/04/2010 Permit Comments Drawn by JSP Checked by RZ Date August 18, 2010 Project No 210022 Consultant Project No Owner Project No Drawing No A-402 B e3 Fire Water Chase Rated wall per life safety plan New Glass Double Door in existing single door opening with 3hr Roll Down 109 Sawcut Threshhold Flush with FF 904 Metal Shop - Demo and New Plan A -510 / 1/4" = 1' -0" 8/18/2010 7:27:11 AM 1 Fur Out Exist. — Conc. Wall w/ GWB . _ eG7 New Fixtures - Expand Opening — Sawcut threshhold to meet FF Fill Opening Lockable Flush Mount Access Panel (3'x3' at +/- 5 feet AFF) Demo f all New Openi,g Door to be Relocatld Expand Opening Fill with 3hr per structural Existing structure to remain _203 - 904 Services - Demo Plan A15101 1/8" = 1' -0" 1 2 904 Services - New Construction Plan 1/4" = 1' -0" REVIEWED F CODE COMPLIANCE Am :mover OCT 0 8 20`10 bto z City of Tukwila BUILDIN( DIVIRIr \ RECEIVED \ AUG 19 2010 PERMIT CENTER ICU \\N Jr U z a PARTNERSH INTERIORS PLANNING ARCHITECTURE 8729 Museum of F 110 Union Street, Suite 300 Seattle, Washington 98101 .srgpartnership.com T:206.973.1700 F:206.973.1701 cc d a) N t 0 CD ns 2 W O 1. O) • RICHARD ZIEVE STATE OF WASHINGTON Building Permit Drawing Title Enlarged Plan - 904 Renovation Revisions No. Description Date Drawn by JSP Checked by RZ Date August 18, 2010 Project No 210022 Consultant Project No Owner Project No Drawing No A -510 C B 8/18/2010 7:27:24 AM / L8 Light Fixture Replace existing fixture with L8 Light Fixture, typical at three doors this wall Mtl. Soffit, MCP -1 12' AFF M2 Light Fixtures,typ. F2 Light Fixture L8 Light Fixture Slot diffusers A -507 F2 Light Fixtures, typical in 904 Bldg L3 Light Fixtures, typical in lobby Removable grilles in soffit at 10' AFF Mtl. Ceiling, MCP -2, 8' AFF Grilles for supply and return air M3 Light Fixtures Align seams to Doors Structural silicone translucent skylight A -322 Pert metal panel Ceiling, MCP -2, 10' AFF A -322 GWB Ceiling, 10' AFF Fl Light Fixture, typ. Perforated Metal Panel Ceiling, MCP }f2 10' %4FF Slot Return Soffits to be Future Tenant Improvemen , NIC ww . Repair Exist. GWB Ceiling L7 Light Fixtures, 10' o.c., installed on bottom of trusses, typical A -322 / / REVIEWED ;'° 11— CODE COMPLIANCE APPon A OCT 0 8 and Mtl. Soffit, MCP -1 Slope to Match Roof City of Tukwila BUILDI;ri G `franlucent Glass Canopy Fire main at decking above penetrates horizontal giirts at centerline, max 10" diameter hole, min 30" from column ._2...9/16" F3 Light Fixture, typ. F3A Light Fixture, typ. Level 1 C -101/ 1/8" = 1' -0" A -320 / / toe, -zz2 A -321 Level SSG B.O. Roof 1/8" = 1' -0" RECD ED AUG 19 2010 PERMIT CENTER GJ P U z a PARTNERSH 8729 INTERIORS PLANNING ARCHITECTURE U- i Museum of F 110 Union Street, Suite 300 Seattle, Washington 98101 E a • GISTE RCHIT F:206.973.1701 www.srgpartnership.com T:206.973.1700 East Marginal Way South, Seattle, • RICHARD ZIEVE STATE OF WASHINGTON Building Permit Drawing Title Reflected Ceiling Plan, Level 1 Revisions No. Description Date Drawn by JSP /NJM Checked by RZ Date August 18, 2010 Project No 210022 Consultant Project No Owner Project No Drawing No AC -101 DUCT LINE EQUIVALENTS LEGEND SINGLE LINE 1 2 RECT — ROUND ROUND ROUND ti C RECT — ROUND T- RECT RECT ROUND ROUND — ROUND DOUBLE LINE 1Y 1 R+ epp 'f7Eit IQ i co `+ 6'6 • X O 10 200 0 DESCRIPTION 90' ELBOW UP (SUPPLY) 90' ELBOW UP (RETURN /EXHAUST) 90' ELBOW DOWN (SUPPLY) 90' ELBOW DOWN (RETURN /EXHAUST) RADIUS ELBOW UP (SUPPLY) RADIUS ELBOW UP (RETURN /EXHAUST) RADIUS ELBOW DOWN (SUPPLY) RADIUS ELBOW DOWN (RETURN /EXHAUST) ROUND DUCT UP (s/R/E) ROUND DUCT DOWN (S /R /E) TURNING VANE ELBOW RADIUS ELBOW, RECT RADIUS ELBOW, ROUND TRANSITION (ROUND TO ROUND/ RECTANGULAR TO RECTANGULAR) TRANSITION (RECTANGULAR TO ROUND) SPIN —IN TAKEOFF CONICAL TEE TEE WITH TURNING VANES BRANCH TAKEOFF, RECT BRANCH TAKEOFF, ROUND BRANCH TEE, RECT CONICAL SPIN —IN TAKEOFF BOOT TEE 45' LATERAL 45' CONICAL LATERAL ELEVATION CHANGE RISE (R) OR DROP (D) AIR FLOW DIRECTION — SUPPLY AIR FLOW DIRECTION — RETURN OR EXHAUST DUCT END CAP FLEXIBLE DUCTWORK MANUAL VOLUME DAMPER REMOTE VOLUME DAMPER FIRE /SMOKE DAMPER — PROVIDE ACCESS FIRE DAMPER — PROVIDE ACCESS MOTOR OPERATED DAMPER BACKDRAFT DAMPER CARBON DIOXIDE SENSOR WALL MOUNTED TSTAT WITH CONTROL LINE SUPPLY DIFFUSER SUPPLY GRILLE RETURN /EXHAUST GRILLE EQUIPMENT MARK DIFFUSER /GRILLE DESIGNATION ROUND DUCT. GENERAL SYMBOL —rF-- OOP XX' -XX" ) �� XX' -XX" -� I I C C.a C>4 OE XX' -XX" ) PITCH 1� PER FM PITCH )1/1* - PER MOT H- - I- C -C—I-- 0 ABBR DESCRIPTION 45 45 DOWN 90 AD ACCESS DOOR IN CEILING AD ACCESS DOOR IN WALL ALIGNMENT GUIDE ANCHOR AUTOMATIC CONTOL VALVE (3 -WAY) AUTOMATIC CONTROL VALVE (2 —WAY) BALANCING VALVE BV BALL VALVE BOP BOTTOM OF PIPE ELEVATION BREAK BFV BUTTERFLY VALVE CAP CENTERLINE CL -EL CENTERLINE OF PIPE ELEVATION CHK CHECK VALVE CIRCUIT SETTER DETAIL TAG DN DOWN ELEVATION TAG FLOW ARROW GAS COCK GLOBE VALVE GV GATE VALVE IE INVERT PIPE ELEVATION PITCH LEFT PITCH RIGHT PLUG POC POINT OF CONNECTION PG PRESSURE GAUGE PRV PRESSURE REDUCING VALVE ROLLING 45 DOWN REDUCER REDUCING CONCENTRIC REDUCING ECCENTRIC RV RELIEF VALVE SHEET NOTE DESIGNATION SLEEVE SV SOLENOID VALVE TEE DOWN TEE TH THERMOMETER LONG TAG 9 CHARCTERS MAX MEDIUM TAG 6 CHARCTERS MAX SHORT TAG 4 CHARCTERS MAX TOP TOP OF PIPE ELEVATION U UNION UP VERTICAL SLEEVE VALVE IN PIPE RISE OR DROP STR WYE TYPE STRAINER PIPING SYMBOL - BFW- - CA- - CHR - - CHS- -CR- -CS- - FOR- - FOS- - FOV - - GLR - - GLS- - HCR - - HG- - HPS- - HWR- - HWS- - LCR- - LPS- - MCR- - MG - - MPS- - PCR - -RL- - RS— TI TS —C,I ABBR DESCRIPTION AAV AUTOMATIC AIR VENT BFW BOILER FEED WATER BUCKET TRAP CA CONTROL AIR CHR CHILLED WATER RETURN CHS CHILLED WATER SUPPLY CR CONDENSER WATER RETURN CS CONDENSER WATER SUPPLY FLANGE FLEX FLOAT AND THERMOSTATIC FOR FUEL OIL RETURN FOS FUEL OIL SUPPLY FOV FUEL OIL VENT G NATURAL GAS GLR GLYCOL RETURN GLS GLYCOL SUPPLY HCR HIGH PRESSURE CONDENSATE RETURN HG HOT GAS HPS HIGH PRESSURE STEAM HWR HEATING HOT WATER RETURN HWS HEATING HOT WATER SUPPLY LCR LOW PRESSURE CONDENSATE RETURN LPS LOW PRESSURE STEAM MAV MANUAL AIR VENT MCR MEDIUM PRESSURE CONDENSATE RETURN METER MG MEDIUM PRESSURE NATURAL GAS MPS MEDIUM PRESSURE STEAM PCR PUMPED CONDENSATE RETURN PI PRESSURE INDICATOR RL REFER LIQUID RS REFER SUCTION TEMPERATURE PRESSURE TEST PLUG TI TEMPERATURE INDICATOR TS TEMPERATURE SENSOR VB VACUUM BREAKER VENTURI ABBREVIATIONS AC AF AFF AHU AMB AMS B BDD BHP BI BOD BOT BTUH CC CFM CHLR CLG CNTFGL COMB COND CONT CONTR CP CRAC CT CU Cv CV CWP D DB DEG DIA DIM DISCH DMPR DN AIR CONDITIONING UNIT AIRFOIL ABOVE FINISHED FLOOR AIR HANDLING UNIT AMBIENT AIRFLOW MEASURING UNIT BOILER BACKDRAFT DAMPER BRAKE HORSEPOWER BACKWARD INCLINED BOTTOM OF DUCT BOTTOM BRITISH THERMAL UNIT PER HOUR COOLING COIL CUBIC FEET PER MINUTE CHILLER CEILING CENTRIFUGAL COMBUSTION CONDENSER / CONDENSATE CONTINUE / CONTROL CONTRACTOR CIRCULATING PUMP COMPUTER ROOM AIR CONDITIONING UNIT COOLING TOWER CONDENSING UNIT / CUBIC FLOW COEFFICIENT CONSTANT VOLUME CHILLED WATER PUMP DRAIN DRY BULB / DECIBEL DEGREE DIAMETER DIMENSION DISCHARGE DAMPER DOWN ABBREVIATIONS EA EAT ECONO EDH EER EF EFF ELEC ELEV EQUIV ESP EVAP EWT EXH EXT F FC FCU FD FLR FLTR FOIC FPM FSD • FT FTU FV GA GAL GALV GPM GWB H HC HD HORIZ HP HT HVAC HVACDCS HX ID IN KW L LAT LB LWT MBH MECH MOD MTD MVD NC NIC NO NTS OBD OC OD OSA P PBD PD PL POC PT QD RA REF REV RF RH RIO RPM SA SCFM SCH SECT SENS SF SL SMACNA SP SQ SS ST TBV TCV TDH TOD TOS TP TRNSN TSP TYP UBD UH UNO VA VAV VD VENT VEL VFO VI VIV W WB WG WT EXHAUST AIR ENTERING AIR TEMPERATURE ECONOMIZER ELECTRIC DUCT HEATER ENERGY EFFICIENCY RATIO EXHAUST FAN EFFICIENCY ELECTRIC ELEVATION EQUIVALENT EXTERNAL STATIC PRESSURE EVAPORATOR / EVAPORATIVE ENTERING WATER TEMPERATURE EXHAUST EXTERIOR / EXTERNAL FAHRENHEIT FORWARD CURVE FAN COIL UNIT FIRE DAMPER / FLOOR DRAIN FLOOR FILTER FURNISHED BY OWNER INSTALLED BY CONTRACTOR FEET PER MINUTE FIRE SMOKE DAMPER FEET FAN TERMINAL UNIT FACE VELOCITY GAUGE GALLONS GALVANIZED GALLONS PER MINUTE GYPSUM WALLBOARD HUMIDIFIER HEATING COIL HEAD HORIZONTAL HORSEPOWER HEAT TRACE HEATING, VENTILATING, AND AIR CONDITIONING HVAC DUCT CONSTRUCTION STANDARDS, METAL AND FLEXIBLE (SMACNA) HEAT EXCHANGER INDIRECT DRAIN / INSIDE DIAMETER INCH KILOWATT LONG / LENGTH LEAVING AIR TEMPERATURE POUND LEAVING WATER TEMPERATURE THOUSAND BTU PER HOUR MECHANICAL MOTOR OPERATED DAMPER MOUNTED MANUAL VOLUME DAMPER NORMALLY CLOSED / NOISE CRITERIA NOT IN CONTRACT NORMALLY OPEN / NUMBER NOT TO SCALE OPPOSED BLADE DAMPER ON CENTER OUTSIDE DIMENSION OR DIAMETER OUTSIDE AIR PUMP PARALLEL BLADE DAMPER PRESSURE DROP / PUMPED DRAIN PLENUM POINT OF CONNECTION POST — TENSION SLAB QUICK DISCONNECT RETURN AIR REFERENCE REVISION RELIEF FAN RELATIVE HUMIDITY ROUGH —IN ONLY REVOLUTIONS PER MINUTE SUPPLY AIR STANDARD CUBIC FEET PER MINUTE SCHEDULE SECTION SENSIBLE SUPPLY FAN / SQUARE FOOT SOUND LINE (INSIDE DUCT INSULATION ) SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION STATIC PRESSURE SQUARE STAINLESS STEEL SOUND TRAP TOWER BYPASS VALVE TEMPERATURE CONTROL VALVE TOTAL DYNAMIC HEAD TOP OF DUCT TOP OF STEEL TOTAL PRESSURE TRANSITION TOTAL STATIC PRESSURE TYPICAL UPBLAST DISCHARGE UNIT HEATER UNLESS NOTED OTHERWISE VALVE VARIABLE AIR VOLUME VOLUME DAMPER VENTILATION / VENTILATOR VELOCITY VARIABLE FREQUENCY CONTROLLER VIBRATION ISOLATOR VARIABLE INLET VANES INSULATED DUCT / WATT / WIDE WET BULB (TEMPERATURE) WATER GAUGE WEIGHT 3 MECHANICAL INDEX OF DRAWINGS MECHANICAL DRAWING INDEX SHEET i DEBCFI'TION M001 MECHANICAL SYMBOLS, DWG INDEX, & ABBREV M002 SITE PLAN M003 DESIGN CRITERIA & LOAD CALCULATION M1 00 M101 MECHANICAL SCHEDULES MECHANICAL SCHEDULES M200 UNDERGROUND MECHANICAL PLAN M201 LEVEL ONE MECHANICAL PLAN M202 LEVEL TWO MECHANICAL PLAN M203 ROOF MECHANICAL PLAN M300 M301 MECHANICAL DETAILS SECTIONS & ELEVATIONS SCALE N/A AS NOTED N/A N/A N/A 1/11-=1'-0" 1/8"=1'--0" 1/8`=1"-ON N/A AS NOTED GENERAL NOTES: 1. DRAWINGS ARE SCHEMATIC IN NATURE AND DO NOT SHOW EXACT ROUTING OR ALL TRANSITIONS /CONNECTIONS /OFFSETS REQUIRED. 2. COORDINATE ALL NEW WORK WITH EXISTING STRUCTURE AND HVAC. FIELD VERIFY EXISTING CONDITIONS. 3. ROUND CONNECTIONS TO RECTANGULAR DUCTWORK SHALL BE MADE WITH 45 DEG SADDLE TYPE TEES. 4. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 6' -0" WITH A MAXIMUM BEND OF 90", FLEX DUCT SIZE SAME AS DIFFUSER NECK SIZE. 90' BENDS SHALL BE 2 TIMES THE DIAMETER OF THE ROUND DUCT. 5. PROVIDE REMOTE TYPE VOLUME DAMPERS FOR ALL AREAS WITH INACCESSIBLE CEILINGS. YOUNG REGULATOR No. 315, OR EQUAL. ALIGN DAMPER COVER PLATES. 6. LOCATE THERMOSTATS AS SHOWN ON DRAWINGS. MOUNT WALL THERMOSTATS AT 60" A.F.F. COORDINATE FINAL LOCATIONS WITH ARCH /ENGR /OWNER. 7. LOCATE THERMOSTATS FOR ALL TENATE IMPROVEMENT TERMINAL UNITS AT THE TERMINAL BOX WITH 20 FEET OF THERMOSTAT CONTROL WIRE ATTACHED TO THE THERMOSTAT. 8. PROVIDE CONNECTIONS AND TRANSITIONS AT EQUIPMENT AS REQUIRED. 9. INSTALLATION SHALL COMPLY TO ALL FEDERAL, STATE AND. LOCAL CODES. 10. INSULATION OF DUCT WORK AND PIPING SHALL CONFORM TO THE WASHINGTON STATE ENERGY CODE AND THE SEATTLE AMENDMENTS 11. DUCTS PENETRATING 1 -HR CORRIDOR WALLS WITHOUT OPENING INTO THE CORRIDOR SHALL BE A MINIMUM 26 GAUGE STEEL 12. ALL DUCT DIMENSIONS ARE ID (INTERNAL DIMENSIONS). ALL DUCT HEIGHTS ABOVE THE FINISHED FLOOR ARE TAKEN FROM THE DUCT'S ID DIMENSIONS. CONTRACTOR IS REQUIRED TO ADD TO THE DUCT ID WHEN THE DUCTWORK HAS INTERIOR INSULATION. ALL MECHANICAL ELEVATION ARE TO BOTTOM OF DUCT, BOTTOM OF PIPE. 13. MANUAL VOLUME DAMPERS TO 12" IN DEPTH SHALL BE SINGLE BLADE AND A MINIMUM OF 22 GAUGE. 13" AND ABOVE SHALL BE MULTIPLE BLADES AND A MINIMUM OF 18 GAUGE. 14. MANUAL VOLUME DAMPERS ARE REQUIRED AT EACH BRANCH DUCT GOING TO A SUPPLY AIR, RETURN AIR, AND EXHAUST AIR OUTLET OR INLET. 15. ACCESS DOORS SHALL BE REQUIRED AT EACH FIRE DAMPER, FIRE /SMOKE DAMPER, AND WHERE ACCESS TO ANY DEVICE IS REQUIRED FOR OPERATION OF THAT DEVICE. 16. USE UNISTRUT CONCRETE INSERTS, OR EQUAL, TO SUPPORT MECHANICAL EQUIPMENT OR DUCTWORK FROM THE P.T. SLAB. bt0--z2Z RECEIVED AUG 19 2010 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED ci z r/ N J +.mo.o .__ 0 3 ° m ccu l—yt N I I CO mom Z Emm � NIC e CC 114 CC taco W = ii. .., N N > V = - .4- 0) m + o, W0 -..�_ Ci �xai° a) w4.1 4-1 is um O ow c Q■ 3 C Building Permit 9404 East Marginal Way South, Seattle, WA Building Permit Drawing Title DRAWING INDEX Revisions No. Description Date Drawn by UMC Checked by DM Date August 18, 2010 Project No 210022 Consultant Project No Owner Project No Drawing No M001 ) I I I I ` - ( __ , ----------- - - - - -- - - - -----' - -- - PROPERLY L INE I ■ I i N 27 23 41 W 717.69 ----- ----- - - - - -° I. II ; I zll 3 • jl CO till 132' -8" II jl II • 1 EAST MARGINAL WAY SOUTH SITE PLAN SCALE: 1/64' =1' -0' ZONE: _ / % // / / / / / / / / / / / / . / / / / / / / / /etz, /czt // `O / N 22 31 55 W 431.95 / - -0- / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 1 EXISTING BUILDING EQUIPMENT ELEVATION LOOKING EAST SCALE: 1/16' =1' -0' 2 -4- LEVEL - SSG T.O. ROOF EL: 90' -5 1/2" - 4- LEVEL - SSG B.D. ROOF EL 55' -5 1/2" - 4- LEVEL - UPPER PARAPET EL: 43' -3 1/2" - - LOW ROOF TOS EL: 33' -5 1/2" -4- LEVEL 2 EL: 30' -3 1/2" -`- LEVEL 1 EL: 17' -9 1/2" 2006 WSEC COMPLIANCE 1. HVAC EQUIPMENT SHALL HAVE MINIMUM PERFORMANCE AT SPECIFIED RATING CONDff10NS NOT LESS THAN THE VALUES INDICATED: IN TABLE 14 -1A THROUGH 14 -1G AND 1411.1 OF THE WSEC AND AS INDICATED IN THE CONTRACT DOCUMENTS. 2. PROVIDE DEADBAND BETWEEN HEATING /COOLING SPACE SENSOR SETPOINTS OF 5 DEGREES AS REQUIRED BY SECTION 1412.2 OF THE WSEC OR AS DESCRIBED IN THE TEMPERATURE CONTROL SEQUENCES. 3. HVAC SYSTEMS SHALL BE EQUIPPED WffH AUTOMATIC CONTROLS CAPABLE OF ACCOMPLISHING SETBACK OR SHUTDOWN DURING UNOCCUPIED PERIODS AS REQUIRED BY SECTION 1412.4 OF THE WSEC AND AS DESCRIBED IN THE TEMPERATURE CONTROL SEQUENCES. 4. PROVIDE BALANCING DEVICES IN ALL BRANCH DUCTS AND PIPE RUNS TO TERMINAL DEVICES AS REQUIRED BY SECTION 1412.7 OF THE WSEC AND AS INDICATED ON THE CONTRACT DOCUMENTS. 5. ALL DUCTWORK SHALL COMPLY WITH SMACNA STANDARDS FOR CONSTRUCTION OF GALVANIZED DUCTWORK. ALL DUCTWORK SHALL BE SEALED AS REQUIRED BY SECTION 1414.1 OF THE WSEC. DUCT TAPE NOT ALLOWED. DUCTWORK STATIC PRESSURE AND SEAL CLASS: WATER COLUMN SEAL CLASS 1/2 TO 2 INCHES SEAL TRANSVERSE JOINTS 2 TO 3 INCHES SEAL TRANSVERSE JOINTS AND LONGITUDINAL SEAMS ABOVE 3 INCHES SEAL TRANSVERSE JOINTS, LONGITUDINAL SEAMS, AND DUCT WALL PENETRATIONS 6. ALL DUCTWORK SHALL BE INSULATED AS REQUIRED BY SECTION 1414.2 OF THE WSEC AND AS DESCRIBED IN THE PROJECT MANUAL DUCT TYPE SUPPLY /RETURN SUPPLY /RETURN/ OUTSIDE AIR OUTSIDE AIR SUPPLY LOCATION NOT WITHIN CONDONED SPACE IN GROUND OR CONCRETE WITHIN CONDITIONED SPACE (NOT CONSIDERED PART OF THE BUILDING ENVELOPE) WITHIN CONDITIONED SPACE R -3.3 R -VALUE R -7 (INCLUDE APPROVED WEATHERPROOF BARRIER) R -5.3 R -7 (DAMPER AT ENVELOPE PENETRATION) 7. ALL PIPING SHALL BE INSULATED AS REQUIRED BY SECTION 1415.1 OF THE WSEC AND AS DESCRIBED IN THE PROJECT MANUAL SYSTEM/TEMP CO HEATING: >350 251 - 201- 141- 105- DOMESTIC: 105+ 45 -65 COOUNG: 40 -55 <40 INSULATION CONDUCTIVITY T PIPE DIAMETER =1' T>1.-2.1>2"-4" >4 " -6" >6 INSULATION THICKNESS 50 .32 -.34 2.5 .29 -.31 2.0 2.5 2.5 3.0 2.5 3.5 3.5 3.5 3.5 50 .27 -.30 1.5 1.5 2.0 2.0 3.5 !00 .25 -.29 1.5 1.5 1.5 1.5 1.5 40 .24 -.28 1.0 1.0 1.0 1.5 1.5 .24 -.28 1.0 1.0 1.5 1.5 1.5 .24 -.27 0.5 0.5 0.5 0.5 0.5 .23 -.27 0.5 0.75 1.0 1.0 1.0 .23 -.27 1.0 1.5 1.5 1.5 1.5 8. INDMDUAL ZONE TERMINAL UNITS AND HVAC SYSTEMS SERVING PORTIONS OF THE BUILDING HAVING LESS THAN 24 -HOUR OPERATION SHALL BE SHUT OFF DURING UNOCCUPIED PERIODS AS REQUIRED BY SECTION 1432.1 OF THE WSEC AND AS DESCRIBED IN THE TEMPERATURE CONTROL SEQUENCES. 9. SUPPLY AIR AND WATER TEMPERATURES SHALL BE AUTOMATICALLY RESET AS REQUIRED IN SECTION 1432.2.1 AND 1432.2.2 OF THE WSEC OR AS DESCRIBED IN THE TEMPERATURE CONTROL SEQUENCES. 10. • ALL AIR SYSTEMS SHALL BE PROVIDED WITH A 100% CAPABLE AIR ECONOMIZER CAPABILITY AS REQUIRED BY THE SECTION 1413.1, 1423 AND 1433 OF THE WSEC AND AS DESCRIBED IN THE TEMPERATURE CONTROL SEQUENCES. 11. AIR AND WATER ECONOMIZERS SHALL BE CAPABLE OF PROVIDING PARTIAL COOLING EVEN WHEN ADDITIONAL MECHANICAL COOLING IS REQUIRED TO MEET THE REMAINDER OF THE COOUNG LOAD AS REQUIRED IN SECTION 1413.3 OF THE WSEC. 12. WATER ECONOMIZERS SHALL BE CAPABLE OF PROVIDING THE TOTAL CONCURRENT COOUNG LOAD SERVED BY THE CONNECTED TERMINAL EQUIPMENT LACKING AIRSIDE ECONOMIZER AS REQUIRED BY SECTION 1413.1, 1413.2, AND 1433 OF THE WSEC. 13. SIMULTANEOUS HEATING AND COOUNG TO INDMDUAL ZONES SHALL BE PROHIBITED AS DESCRIBED IN THE TEMPERATURE CONTROL SEQUENCES EXCEPT WHERE PERMITTED IN SECTION 1435, EXCEPTIONS 1 THROUGH 4 OF THE WSEC. 14. VARIABLE FREQUENCY DRIVES SHALL BE PROVIDED FOR VARIABLE FLOW HEATING AND AIR HANDUNG SYSTEMS AS REQUIRED BY SECTION 1438 OF THE WSEC AND AS DESCRIBED IN THE CONTRACT DOCUMENTS INCLUDING TEMPERATURE CONTROL SEQUENCES. 15. ELECTRIC WATER HEATERS LOCATED IN UNCONDITIONED SPACES OR ON CONCRETE FLOORS SHALL BE SEPARATED FROM THE SUPPORTING SURFACE WITH R -10 INSULATION AS DESCRIBED IN SECTION 1441 OF THE WSEC. 16. DOMESTIC HOT WATER CIRCULATION PUMPS SHALL BE SHUT DOWN DURING UNOCCUPIED PERIODS AS REQUIRED BY SECT1ON1442 OF THE WSEC AND AS DESCRIBED IN THE TEMPERATURE CONTROL SEQUENCES. 17. MOTOR EFFICIENCY SHALL NOT BE LESS THAN THE MINIMUM CALLOUTS PER TABLE 14 -4 AND SECTION 1437 OF THE WSEC FOR FULL LOAD EFFICIENCIES. 18. RECORD DRAWINGS SHALL BE PROVIDED TO THE 'OWNER WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE AS REQUIRED BY SECTION 1416.2.4.3 OF THE WSEC. THE DRAWINGS SHALL INDICATE THE LOCATION AND PERFORMANCE DATA OF EQUIPMENT, GENERAL CONFIGURATION OF DUCTWORK AND PIPING DISTRIBUTION SYSTEMS, INCLUDING FLOW RATES AS A MINIMUM. 19. OPERATION AND MAINTENANCE MANUALS SHALL BE PROVIDED TO THE OWNER AS REQUIRED BY SECTION 1416.2.4.2 OF THE WSEC. AS A MINIMUM, THE MANUALS SHALL INCLUDE: 1. SUBMflTAL DATA. 2. OPERATION AND MAINTENANCE DATA FOR EQUIPMENT. 3. NAMES AND ADDRESSES OF SERVICE AGENCIES. 4. HVAC CONTROLS SYSTEM MAINTENANCE AND CALIBRATION INFORMATION. 5. NARRATIVE OF HOW SYSTEM IS INTENDED TO OPERATE. 20. HVAC SYSTEMS SHALL BE BALANCED AS REQUIRED BY SECTION 1416.2.2 OF THE WSEC. 21. COMMISSIONING SHALL BE PROVIDED AND A REPORT OF COMMISSIONING BE SUBMITTED TO THE OWNER AS REQUIRED BY SECTION 1416 OF THE WSEC. � 10- zi 2 RECEIVED AUG 19 2010 PERMIT CENTER ROOF LOCATION ENTRY HANGER BUILDING TOTAL NOTE: 3 1. ROOF COVERAGE CALCULATION EQUIPMENT (SF) DUCTWORK (SF) STRUCTURES (SF) 375.0 0.0 0.0 0.0 0.0 0.0 375.0 TOTAL ROOF AREA 735.0 . 15,685.0 0.0 0.0 a 16,420.0 % ROOF COVERAGE 51.0 0.0 PERMIT AND APPROVAL REQUIRED V z We Build Value Cu IA ▪ 01,1= N 0 N CL s 3 0 0 ▪ CIU N ▪ v �i1' N 'D �XCl- 2 To 0 I= it 0 CI v) 2 Building Permit 9404 East Marginal Way South, Seattle, WA Building Permit Drawing Title SITE PLAN Revisions No. Description Date Drawn by UMC Checked by DM Date August 18, 2010 Project No 210022 Consultant Project No Owner Project No Drawing No M002 C PROJECT INFORMATION DRY BULB LOCATION ' SEATTLE- BOEING FLD, WASHINGTON LATITUDE 47 ' ALTITUDE 23 35,722 WEATHER DATA DRY BULB WET BULB COMMENTS SUMMER DESIGN TEMP 86 67 %TOT WINTER DESIGN TEMP 23 35,722 5.17% ENVELOPE U -VALUE S.C. ROOF INSULATION -- - - - - -- ------ - - - - -- - -- WALL INSULATION FLOOR INSULATION SLAB INSULATION OPAQUE DOORS OVERHEAD GLAZING GLAZING 0.046 0.064 N/A 0.54 0.6 0.5 0.35 0.4 0.45 COMMENTS HEATING AND COOLING LOAD RECAP PROJECT NAME WEATHER DATA LOCATION OUTDOOR SUMMER DB: OUTDOOR SUMMER WB: OUTDOOR WINTER DB: Space Shuttle SEATTLE - BOEING FLD, WASHINGTON 86'F 67'F 23'F COOLNG LOAD BREAKDOWN AIR SYSTEM DESCRIPTION AREA 1 GALLERY RTU 14,194 2 LOBBY UNIT 527 LOADLINK VERSION 2009A Elite Version 7.01.106 DATE 8/13/2010 TiuE 9:46:17 AM SAFETY FACTORS 1.10 1.05 SENSIBLE LATENT HEATING 120 ROOF AREA SENS. GAIN LOAD % 13,242 754 527 150 0.1% 0.5% WALL AREA SENS. GAIN LOAD % 22,328 88,689 14.6% -- - ---- - - - - -- 156 1,106 3.6% AREA 3,990 260 WINDOW SENS. GAIN LOAD % 107,754 17.7% 17,576 56.9% SKYLIGHT AREA I SENS. GAIN LOAD % 952 BTUH 106,550 3,956 LIGHTS W /SF 2.20 2.20 LOAD % 17.5% 12.8% EQUIPMENT BTUH W /SF LOAD % 1,126 0.63 3.6% PEOPLE QUANTITY SF /PERSON TOTAL BTUH 400 35 194,000 10 53 4,850 OUTSIDE AIR LOAD X CFM 31.9% 3,000 15.7% 200 SENS. GAIN LATENT 25,389 4,594 1,209 765 LOAD % 4.9% 6.4% MISC. BTUH LOAD % 2,438 1 0.4% 142 0.5% BLOCK COOLING TOTALS BTUH BTUH /SF SF/TON 608,752 43 280 30,881 59 1 205 COOLNG BLOCK LOAD AIR SYSTEM 1 1 • GALLERY RTU 2 ,LOBBY UNIT DESCRIPTION INDOOR SETPOINT 79'F 79'F . BLOCK PEAK CFM CFM CFM DIV. 17,314 17,314 1.00 1,011 1,011 1.00 SENS. GAIN 520,158 28,016 TOTAL BTUH 608,752 30,881 SENS. RATIO TONS 0.85 50.7 0.91 2.6 CFM /SF SF/TON 1.22 280 1.92 205 CFM/TON 341 393 COIL DATA LVG. COIL DB LVG. COIL WBLVG. COIL RNG COIL ENTHALPKNT. COIL DB 'I ENT. COIL WB ENTERING COIL 53.0 52.8 98.7 21.9 80.3 64.8 43.3 55.0 54.7 98.3 23.0 80.2 64.9 44.0 . COIL ENTHAL 29.8 29.9 HEATNG LOAD BREAKDOWN AIR SYSTEM 1 GALLERY RTU 2 LOBBY UNIT DESCRIPTION AREA 14,194 527 AREA 13,242 527 ROOF SENS. LOSS 34,355 1,367 LOAD X 5.1% 6.1% AREA 22,328 156 WALL SENS. LOSS 137,266 959 LOAD X 20.5% 4.3% WINDOW AREA SENS. LOSS 3,990 90,014 260 5,866 LOAD X 13.5% 26.1% SKYLIGHT AREA SENS. LOSS LOAD % 952 21,477 3.2% PARTITION AREA SENS. LOSS LOAD X CFM 3,000 200 OUTSIDE AIR CFM /PERSON 8 20 INFILTRATION SLAB MISC. SENS. LOSS LOAD % 152,154 22.7% 10,144 , 45.1% CFM SENS. LOSS LOAD % 3,342 203,369 30.4% 35 2,138 9.5% AREA SENS. LOSS LOAD X BTUH 30,431 2,029 LOAD X 4.5% 9.0% HEATING LOAD BLOCK LOAD AIR SYSTEM DESCRIPTION INDOOR SETPOINT HEATING TOTALS HTG CFM TOTAL BTUH i BTUH /SF CFM OUTSIDE AIR COIL DATA OA TO HTG CI1 OA TO CLG CF'LVG. COIL DE?NTERING. COIL DB GALLERY RTU LOBBY UNIT 70'F 15,027 669,065 47 70'F 319 22,502 43 3,000 200 20% 1 17% 63% 20% 95.0 95.0 60.6 40.5 PROJECT TOTALS PROJECT LOAD AREA SEN. LOSS %TOT LATENT SENS. TOTAL %TOT ROOF 13,769 35,722 5.17% 784 784 0.12% WALL 22,484 138,225 19.99% 89,496 89,496 14.11% GLASS 4,250 95,880 13.86% 120,261 120,261 18.96% SKYLIGHT 952 21,477 3.11% 78,583 78,583 12.39% PARTITION FLOOR SLAB SKIN LOADS 41,455 291,305 42.12% 289,124 289,124 45.59% LIGHTING 29,443 110506 110,506 17.43% EQUIPMENT 300 1,126 1,126 0.18% PEOPLE 410 86,100 112,750 198,850 31.36% VENTILATION CFM 3,200 194,756 28.16% 4,900 27,081 31,982 5.04% INFILTRATION CFM 3,377 205,507 29.72% DRAW FAN 2,438 2,438 0.38% BLOW FAN 142 142 0.02% SUPPLY DUCT RETURN DUCT RESERVE PROJECT TOTALS 14,721 691,568 100.0% 91,000 543,168 1 634,168 100.00% 1 HEATING CFM /SF 1.1 0.6 SYS GLAZING SUMMARY % % WALL % WALL & PART. AREA 1 15% 63% Total 16% -- 28% 49% 3 bto 222 RECEIVE AUG 19 2010 PERMIT CENTER PERMIT RATE APPR AND REQUIRED CS !!54 J CC ` CC 011C cc W = -oz We Build Value N ++m„ O CIO c cr N 44 I U M _c 0, - +. o, •. .c 0 X .-, x a 0 a) 71: ft, cp 0 u g s Building Permit 9404 East Marginal Way South, Seattle, WA Building Permit Drawing Title DESIGN CRITERIA & LOAD CALC Revisions No. Description Date Drawn by UMC Checked by DM Date August 18, 2010 Project No 210022 Consultant Project No Owner Project No Drawing No M003 B A AIR HANDLING UNIT SCHEDULE TAG RTU -1 AHU -2 LOCATION MANUFACTURER - MODEL NO. TYPE ROOF TRANE TSCX 040 DX COOLED, EVAP COOLED, GAS HEAT LOBBY CEIUNG YORK DX MU SUPPLY FAN AIRFLOW (CFA) ESP (IN) [1] TSP (IN) [2] FAN RPM (PER) FAN TYPE FAN QUANTITY EACH TOTAL BHP / HP VARIABLE SPEED DRNE 20,000 1.5 4.5 • 1,699 - r MR FOIL 1 25.7/30 YES 1,600 0.5 1,075 CENTRIFUGAL 1 3/4 NO COOLING COIL NUMBER & SIZE OF COILS TOTAL CAPACITY (MBH) SENSIBLE CAPACITY (MBH) COIL EAT DB/WB (DEG -F) COIL LAT DB/WB (DEG -F) SUPPLY AIR TO SYSTEM (DEG -F)[3] MAX. AIR DP (IN WG) MAX. FACE VELOCITY (FPM) FLUID TYPE 1 663 538 76.6 / 63.2 52.1 1 51.7 55'F 0.915' 508 R -410A t 1 45 34.8 80/ 67 55 55'F R -410A HEATING SECTION INDIRECT GAS HEAT EXCHANGER INLET PRESSURE GAS INPUT GAS OUTPUT EAT DB (DEG -F) LAT DB (DEG -F) MAX. AIR DP (IN WG) STAGES OF HEAT YES 7 -11' W.C. 700 Mbh 560 Mbh 65'F 905F_ 0.52' FULL 10:1 MODULATING TURNDOWN ELECTRIC COIL 108KW EVAP. COOLED SECTION NPCW (GPM) VENTILATION MINIMUM AIRFLOW (CFA) MINIMUM AIRFLOW (X) PERCENT ECONOMIZER ECONOMIZER TYPE 3000 15 100X AIRSIDE 200 12.5 100X MRSIDDE FILTERS PEE- FLTE3B MERV NO. / EFFICIENCY ALTER THICKNESS FACE VELOCITY (FPM) PRESSURE DROP CLEAN (IN WG) PRESSURE DROP DIRTY ON WG) REPLACEMENT SETS OF FILTERS FINAL PL1E3B MERV NO. / EFFICIENCY ALTER THICKNESS FACE VELOCITY (FPM) PRESSURE DROP CLEAN ON WG) PRESSURE DROP DIRTY (IN WG) REPLACEMENT SETS OF ALTERS L 8 / 30X 13 / 85X 2' 4" - -_. 554 .128" 1.0' NO 13/85 4 554 .218' 1.0' NO ELECTRICAL DATA SINGLE POINT POWER CONNECTION PROVIDE 2 ELECT. CONNECTIONS 0 460 1 3 / 460 3 VOLT - - - - -- -- /- /PHASE POWER NORMAL MIN. CIRC. AMPAICMY (MCA) 45 / 2.8 FULL LOAD AMPS (RA) MAX. OVERCURRENT (MOCP) ER (0 ARI 340/360 CONDITIONS) 11.1 IPLV (0 MI 340/360 CONDTIONS) 15.7 STARTER VFD- FACTORY FURNISHED /INSTALLED FACTORY INSTALLED DISCONNECT FACTORY INSTALLED FURNISHED/INSTALLED FACTORY INSTALLED PHYSICAL DATA SEER =13 LENGTH (IN) 274 WIDTH (IN) 115 HOGHT(IN) - - INCLUDING FACTORY CURB 87'- OPERATING WEIGHT (LBS) [4] 9200 ACOUSTICAL DATA {7} 60 25 21.5 250 SUPPLY FAN SOUND POWER LEVELS OPTIONS INTERNAL SPRING ISOLATORS FANS INVERTER RATED MOTORS SMOKE DETECTOR, FAN SHUTDOWN PROVIDED/INSTALLED/WIRED T YES YES YES EC] MC / EC r NO NO NOTES 1,2,3,4,6,7 1,3,4 NOTES: 1. EXTERNAL STATIC PRESSURE IS EXT ERNAL TO THE UNIT AND DOES NOT INCLUDE AN ALLOWANCE FOR DIRTY ALTERS 2. TOTAL STATIC PRESSURE INCLUDES ALL INTERNAL COMPONENTS PLUS AN ALLOWANCE FOR ALTER LOADING 3. SUPPLY AIR TEMPERATURE DELNERED TO THE AIR DISTRIBUTION SYSTEM. FAN HEAT INCLUDED. 4. CONFIRM LEFT HAND /RIGHT HAND COIL CONNECTION AND COIL PULL PRIOR TO ORDERING. 5. RAW SOUND DATA PER 8 OCTNE BANDS 6. PROVIDE NEOPRENE PAD BETWEEN CONCRETE CURB AND UNIT BASE 7. PROVIDE WITH MOTORIZED DAMPERS, WHICH CLOSE 100X WHEN UNIT IS NOT OPERATIONAL 8. MINIMUM OSA MR DAMPER TO BE CONTROLLED VIA DEMAND CONTROL VELNRLATION VIA A CARBON DIOXIDE SENSOR MOUNTED IN RA DUCT. AIR - COOLED CONDENSER SCHEDULE TAG CU -1 CU -2 SERVICE GALLERY / R U -1 LOBBY / MU -1 LOCATION ROOF ROOF EQUIPMENT MANUFACTURER TRINE YORK MODEL RAUC 50 YHJD 48 REFRIGERANT R -410A R -410A PERFORMANCE TOTAL CAPACITY MBH 662.7 45 SENSIBLE MBH 537.9 34.8 COND TEMP (DEG F) 95T 95T REFRIGERANT TYPE / CHARGE R -410A / 42 LBS. R-410A / 10 - 14 LBS. ELECTRICAL SINGLE POINT ELEC. CONN YES YES COMPRESSOR (1 OF 2) RLA 22.2 TOTAL UNIT-- MCA 102 14.2 VOLT PH_ ASE ER (0 ARI 340/360 CONDITIONS) 480 480 3 3 11.7 SEER = 13 IPLV (0 ARI 340/380 CONDITIONS) STAMM 15.7 --- NO NO FURNISHED /INSTALLED - -- - -- DISCONNECT YES YES FURNISHED /INSTALLED EC / EC ECJ EC PHYSICAL OPERATING WEIGHT 3325 LBS. 275 LBS. ICKTS 2 0 25 TONS EACH 1 SUCTION CONNECTION 2 0 1 -5/8' 7/8' UQUID CONNECTION 2 0 7/8' 3/8' ACCESSORIES LOW AMBIENT FAN CONTROL NO NO LEAD CM' HOT GAS BYPASS YES NO CRANK CASE HEATER YES NOTES: TRANSFER FAN SCHEDULE TAG TF -101 TF -102 TF -103 TF -104 TF -105 TF -106 TF -107 TF -108 LOCATION AREA SERVED MANUFACTURER MODEL NO. FAN TYPE DRNE BELT/DIRECT COMMENTS LEVEL 1 SHUTTLE GALLERY COOK GN -720 INUNE DIRECT LEVEL 1 SHUTTLE GALLERY COOK GN-720 INUNE DIRECT LEVEL 1 LEVEL 1 LEVEL 1 LEVEL 1 SHUTTLE GALLERY SHUTTLE GALLERY SHUTTLE GALLERY SHUTTIE GALLERY COOK COOK COOK COOK GN -720 GN -720 GN -720 GN -720 INUNE INUNE INUNE INUNE DIRECT DIRECT DIRECT DIRECT LEVEL 1 SHUTTLE GALLERY COOK GN -720 INUNE DIRECT LEVEL 1 SHUTTLE GALLERY COOK GN -720 INUNE DIRECT FAN PERFORMANCE AIRFLOW (CFA) ESP ON WG) FRPM MOTOR BHP .25 1046 197 WATTS .25 1046 197 WATTS 500 .25 1046 197 WATTS .25 1046 197 WATTS 1046 197 WATTS 1046 197 WATTS .25 1048 197 WATTS .25 1046 197 WATTS ELECTRICAL DATA VOLT/PHASE MOTOR TYPE STARTER FURNISHED/INSTALLED DISCO NNECT FURNISHED /INSTALLED CONTROL METHOD TYPE FURNISHED /INSTALLED INTERLOCK BY COMMENTS 120/1 ODP EC /EC EC /EC 120/1 ODP EC /EC EC /EC 120/1 ODP EC /EC EC/EC 120/1 OOP EC/EC EC /EC EC/EC EC /EC 120/1 120/1 120/1 120/1 ODP ODP EC /EC EC /EC OOP EC/EC EC/EC ODP EC/EC EC/EC DDC CC CC DDC DDC DDC DDC CC CC CC CC CC CC CC CC DOC CC CC PHYSICAL DATA LENOH (IN.) WIDTH (IN.) HEIGHT (IN). OPERATING WEIGHT (LBS. 1 ACCOUSIICAL DATA [21 63 Hz 125 Hz 250 Hz 500 Hz 1000 Hz 2000 Hz 4000 Hz 8000 Hz LwA dBA SONES 18 14 12 18 14 12 50 18 14 12 50 18 14 12 18 14 12 50 18 14 12 18 14 12 50 18 14 12 55 52 37 28 26 31 33 46 31 1.5 55 52 37 28 26 31 33 46 31 1.5 58 55 55 55 55 52 52 52 52 37 ' 37 37 37 28 I 28 28 28 26 I 26 26 26 31 31 31 31 33 1 33 33 33 46 46 46 46 31 1 31 31 31 1.5 1.5 1.5 1.5 55 52 37 28 26 31 33 55 52 37 28 26 31 33 46 31 1.5 46 31 1.5 ACCESSORIES NOTES NOTES: 1. INLET/ OULET SOUND POWER BY OCTAVE BAND 2. PROVIDE WITH VIBRATION ISOLATION 3. PROVIDE WITH FAN SPEED CONTROLLER 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 3 RECEIVED AUG 19 2010 PERMIT CENTER SEPARATE PERMIT AND REQUIRED UIRED v Z i/I J CC CC leIC cc W = � Z W O We Build Value An CU CU o0. o1/4° 3 N 00 .,mcu daj M o_ cc e's s c N md�" el- .CDO 1/40 - -C cf -I X Q a) To 400 w a) sa. Museum of Flight Building Permit 9404 East Marginal Way South, Seattle, WA Building Permit Drawing Title MECHANICAL SCHEDULES Revisions No. Description Date Drawn by UMC Checked by DM Date August 18, 2010 Project No 210022 Consultant Project No Owner Project No Drawing No M100 G RILLE, REGISTER AND DIFFUSER SCHEDULE EQUIP. SERVICE ' MANUFACTURER ID NO. MODEL STYLE MATERIAL FRAME FACE SIZE DESCRIPTION NECK SIZE MAX CFM BRANCH DUCT COLOR NOTES Al FLLOR SUPPLY DIFFUSER TRUS CT 480 FLOOR STEEL LAY -IN LENGTH PER PLAN X 12" WIDE LAY -IN SEE PLANS X 8 WIDE Cl RETURN GRILLE TITUS 50F T EGGCRATE ALUMINUM LAY -IN 24x12 D1 RETURN GRILLE TRUS 350RL SINGLE DEF STEEL SURFACE NECK +1.75" D2 RETURN GRILLE • TITUS 350RL SINGLE DEF STEEL • 1- SURFACE NECK +1.75" D3 RETURN GRILLE ▪ TITUS 350RL SINGLE DEF STEEL_ SURFACE NECK +1.75" NECK +1.75" NECK +1.75" NECK +1.75" NECK +1.75" NECK +1.75" NECK +1.75" SEE PLANS B1 LINEAR SUPPLY SLOT DIFFUSER TITUS ML -39 4-SLOT ALUMINUM C2 RETURN GRILLE TITUS 50F EGGCRATE ALUMINUM LAY -IN 24x24 C3 RETURN GRILLE TINS 50F EGGCRATE ALUMINUM LAY -IN 24x48 El E2 E3 E4 E5 E6 J1 EXHAUST GRILLE • TITUS 350R1. L SINGLE DEF STEEL SURFACE EXHAUST GRILLE TITUS 350RL SINGLE DEF STEEL SURFACE EXHAUST GRILLE TRUS 350RL SINGLE DEF STEEL SURFACE EXHAUST GRILLE TITUS 350RL SINGLE DEF STEEL SURFACE EXHAUST GRILLE TINS 350RL SINGLE DEF STEEL SURFACE EXHAUST GRILLE TINS 35ORL SINGLE DEF STEEL SURFACE LINEAR RETURN SLOT DIFFUSER TITUS MLR -39 4 -SLAT ALUMINUM LAY -IN PER PLAN PER PLAN 22X10 22X22 22X46 300 CFM/ LF 425 N/A 12 23 WHITE 2 WHITE 1 600 24X12 <12 WHITE 1200 24x24 <12 WHITE 2400 24x48 <12 WHITE 24X12 600 24X12 26 WHITE 24x24 1200 24x24 29 WHITE 24x48 2400 24x48 32 WHITE 8X8 10X10 12X12 14X14 18X18 24X24 PER PLAN 100 6 <10 WHITE 210 8 <10 WHITE 375 10 10 WHITE 1 550 12 27 WHITE 850 14 29 WHITE { 1875 20 33 WHITE NOTES: 1. PROVIDE PLENUM CAN 2. PROVIDE OPPOSED BLADE DAMPER DUCT FUNCTION LOCATION SHAPE INSULATION TYPE THICKNESS DENSITY R' VALUE FACING (JACKET) REMARKS DUCT INSULATION SCHEDULE -- OFFICE W /PLENUM RETURN SUPPLY r SUPPLY SUPPLY SUPPLY SUPPLY 1 RETURN AIR <55 DEG AIR <55 DEG AIR <55 DEG AIR <55 DEG AIR <55 DEG AIR INDOOR INDOOR INDOOR OUTDOOR j OUTDOOR INDOOR RECT RECT ROUND RECT RECT r RECT WRAP UNED WRAP 1 WRAP LINED WRAP 1.5" 1" 1.5" 3' 2" 1.5" 0.75 PCF RETURN RETURN AIR AIR 2.0 PCF 0.75 PCF 0.75 PCF 2.0 PCF 0.75 PC F 3.3 3.3 3.3 7.0 7.0 3.3 FOIL FACED N/A FOIL FACED FOIL FACED N/A FOIL FACED RETURN AIR INDOOR INDOOR OUTDOOR RECT ROUND RECT LINED WRAP WRAP 1" 1.5" 3" 2.0 PCF 0.75 PCF 0.75 PCF 3.3 6.4 7.0 N/A FOIL FACED FOIL FACED RETURN AIR OUTDOOR AIR INTAKE GENERAL EXHAUST INT /EXH PLENUMS OUTDOOR INDOOR RECT RECT LINED 1 WRAP 2" 3" 2.0 PCF 0.75 PCF 7.0 7.0 N/A FOIL FACED INDOOR RECT WRAP 3" 0.75 PCF 7.0 FOIL FACED [1] INDOOR RECT BOARD 2" 3.0 PCF 7.0 FOIL FACED REMARKS: 1. INSTALL EXTERNAL WRAP FROM RELIEF AIR CONTROL DAMPER OR BACKDRAFT DAMPER TO PLENUM CONNECTION 2. UNE ALL TRANSFER AIR DUCTS WITH 1 ", 2.0 PCF DUCT LINER EQUIP. ID NO. SERVICE/ LOCATION MANUFACTURER ELECTRIC WALL HEATER SCHEDULE MODEL CFM PERFORMANCE INPUT KW STEPS ELECTRICAL FAN HP AMPS VOLT PHASE NOTES UH -1 UH -2 VESTIBULE / MAN ENTRY VESTIBULE / WEST COMM. ENTRY QMARK QMARK DSHO7A 5750 DSHO7A 5750 N/A 3.75 N/A 3.75 N/A N/A 277 277 1,2,3,4,5 1,2,3,4,5 NOTES: 1. HEATER PROVIDED BY MECHANICAL CONTRACTOR AND INSTALLED BY ELECTRICAL CONTRACTOR 2. INTEGRAL TAMPER PROOF T -STAT 3. SURFACE MOUNT INSTALLATION 4. TEMPERATURE SETPOINT 45 DEGREES 5. FINISH TO BE CONFIRMED BY ARCHITECT LOUVER SCHEDULE TAG SERVICE LOCATION L -1 BLDG. RELIEF WEST LOBBY WALL L -2 LOBBY OSA INTAKE WEST LOBBY WALL L -3 BLDG. RELIEF WEST GALLERY WALL L -4 BLDG. RELIEF WEST GALLERY WALL EQUIPMENT MANUFACTURER MODEL RUSKIN ELF - 6375 DX RUSKIN ELF - 6375 DX RUSKIN ELF - 6375 DX RUSKIN ELF - 6375 DX PERFORMANCE AIRFLOW (CFM) VELOCITY (FPM) 1,600 1,600 10,000 350.9 350.9 350.9 10,000 350.9 PHYSICAL DIMENSIONS (LxWxH) FREE AREA (SQ. FT) FINISH - 48x24x6 4.56 GALV. 48 x 24 x 6 4.56 GALV. 120 x 36 x 6 28.5 GALV. 120 x 36 x 6 28.5 GALV. OPTIONS MOTORIZED DAMPER MD -1 MD -3 MD -4 NOTES: B32-UH.X2A EXHAUST FAN SCHEDULE TAG EF -1 MD -1 EF -2 SERVICE LOCATION j TOILET EXHAUST MD -4 T ELEC. RM. EXHAUST 4 ROOF - 904 BLDG. 904 BLDG. ELEC. RM. RELIEF AIR REUEF AR LOCATION LOBBY CBUNG EQUIPMENT GALLERY GALLERY GALLERY MANUFACTURER MODEL FAN TYPE DRNE COOK COOK 100 ACEB EQUIPMENT 100 -SQNB INUNE CENT. INLINE CENT. BELT MANUFACTURER - MODEL ACTUATOR TYPE BELT WHEEL TYPE WHEEL DIAMETER CENTRIFUGAL RUSKIN CENTRIFUGAL CONST. CLASS ELECT BJECr ELECT ELECT PERFORMANCE CR1 TSP 620 700 0.5 0.25 RPM 1524 24V 1508 24V PHASE - 1 .i ELECTRICAL BHP 1 1 0.121 0.123 HP 0.167 0.167 VOLT SIZE 120 120 PHASE DISCONNECT 120x36 1 1 FURNISHED/INSTALLED EC / EC EC / EC INTERLOCK BY ELECT. CONTRACTOR PHYSICAL WEIGHT 50 100 ACCESSORIES MOTORIZED DAMPER YES NO NOTES: 1 NOTES: 1. ELECTRICAL CONTRACTOR TO PROVIDED INTERLOCK BETWEEN MOTORIZED DAMPER AND EXHAUST FAN MOTOR REFRIGERATION PIPING (23 2300) ABOVE GROUND PIPE MATERIALS JOINT TYPE FITTING MATERIAL FLANGES GASKETS BOLT TYPE 2' + SMALLER 7E8T1/48PECT1ON UMC WELD PROCEDURE WELD INSPECTION (Visual, X -ray, etc ?) INSPECTION - Media (Air, Water, Agron, Nitrogen, etc ?). - Duration - Pressure (psi or ft. head) - Responsible (City, Owner, Owner Rep., etc ?) VALVES -- 5001 PACKLESS: SOLDERED ANGLE: SOLDERED HAND EXPANSION: SOLDERED CHARGING / PURGING: SOLDERED GLOBE: SOLDERED CHECK : STRAIGHT, SOLDERED MISCELLANEOUS DEVICES SOLENOID VALVES FILTER / DRYER: R -22, UQUID UNE STRAINERS MOISTURE- INDICATING SIGHT GLASS ASTM B280 TYPE ACR COPPER AWS A5.8, BAg-1 OR BAg-2 SILVER SOLDER ASME 816.22 WROUGHT WA N/A N/A NITROGEN 2 HOURS 150 PSIG OR 120% OF WORKING PRESSURE OWNER REP HENRY TYPE 626 HENRY TYPE 647 HENRY TYPE 629 HENRY TYPE 623 HENRY TYPE 203 HENRY TYPE 120 SPORLAN E3 OR E5 SERIES SPORLAN CATCH -ALL CW- SERIES SPORLAN TYPE 6000 SPORLAN "SEE ALL SA SERIES MOTORIZED DAMPER SCHEDULE TAG MD -1 MD -2 MD -3 MD -4 SERVICE LOBBY RA GALLERY RELIEF AIR REUEF AR LOCATION LOBBY CBUNG GALLERY GALLERY GALLERY EQUIPMENT MANUFACTURER - MODEL ACTUATOR TYPE RUSKIN RUSKIN RUSKIN RUSKIN ELECT BJECr ELECT ELECT ELECTRICAL VOLT i 24V 24V 24V 24V PHASE - 1 .i 1 1 1 PHYSICAL SIZE 48x24 160X18 120x36 120x36 NOTES: 3 b tow- 2-2-2- RECEIVED AUG 19 2010 PERMIT CENTER SEPARATE 40 PERMIT AND APPROVAL REQUIRED 6 a a-v0 cc W = Z W O E We Build Value a) 0 a) 1:7‘ lc it 0 a as w 12. en 2 Building Permit 9404 East Marginal Way South, Seattle, WA Building Permit Drawing Title MECHANICAL SCHEDULES Revisions No. Description Date Drawn by UMC Checked by DM Date August 18, 2010 Project No 210022 Consultant Project No Owner Project No Drawing No M101 A 8/13/2010 7:48:48 PM EeF eG7 44" DIA. SA DUCT UP BELOW GRADE DUCT TO BE INSULATED PER WSEC / 44" DIA. FIBERGLASS SUPPLY DUCT BELOW SLAB CONNECT TO 48" WIDE x 36" DEEP TRENCH, SEE ARCH DWGS UNDERGROUND - MECHANICAL PLAN M200 / 1 /8" = 1' -0" Leo— z RECEIVED AUG 19 2010 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED U J cc cc Imo- U I— U W I U z M O We Build Value Building Permit 9404 East Marginal Way South, Seattle, WA Building Permit Drawing Title UNDERGROUND - MECHANICAL PLAN Revisions No. Description Date Drawn by UMC Checked by UMC Date August 18, 2010 Project No 5364 Consultant Project No Owner Project No Drawing No M200 B A 8/13/2010 7:48:50 PM TF-01 TRANSFER FAN LOCATED AT 11 AFF, TYP 24x48 EGGCRATE RA GRILLE MOUNTED AT 10 AFF (4 TYP) MI EI TF-02 TF-04 TF-03 TF2-08 TF-06 TF-07 ,16"x16" EXH. FE 2 SCREENED OPENING • n 0 9/16" t, . 1.1 24x12 RA TRANSFER GRILLE REFER LINES INSULATED BLANK OFF PANEL 18x12 TRANSFER GRILLE (2 TYP) 20x20 TRANVERGRILLE. 20"x20" RA 11 1 1/2"o CD UP TO RTU-1 MD-2 WITHIN RETURN AIR PLEN (5)48x24 EGGCRATE RA GRILLES. LOCATE 10 FT. A.F.E. IN BOTTOM OF RETURN AIR PLENUM LINEAR DEF. TYP 12"e SA TYP 20"x20" OAS TO RTU-1 1 1/20 GAS (LP) UP TO ROOF ,14"e EXH _ Atm tams 20"x20" RA 44"x44" SA UP TO AHU-1 15"x120" RA GRILLE 1 112"e GAS (LP) 12k EXH 12x12 AD 400CFM '; 10"e EXH 1 112e (E)GAS VERIFY LOC. 44"x44" SA DUCT ON. AND TRANSITION TO 44" DIA. IN VERTICAL 2"GAS METER i I. 14"x14" EXIT !, UP W/SL r] 1 1/20 C 75CFM ........ r "x6" 50CFM REBALNCE EXIST. EXHAUST FAN FOR 325 CFM 6"0 EXH GWH FLUE CONNECT TO EXIST. EXHAUST DUCT rif•-;.;;;;- 77.;e1/ KD 8' FLOOR SUPPLY GRILLE UH-1 12' FLOOR GRILLE, (5 TYP) ................................................... . , :;;;.t.;14Fg;',./.41;;;;,4;;;;;;;;;;;;/, . ; ;;;;;• ....r.,;;;;;;;;;;;;;;;;;;;;;;;;;;;;;/;;;;.;:'/-;;;;;3;;;;/.;;;;;;;;;;/,,,,;;;;;;;;;;;;;;;;;;;;;;;/;;;;:/;;IZ,I,;;;-/i.:,';;;;,;---,,,,;;;;L;-,-;,;;,,,,,,,---;;-;;;;;;;;;;;;;;;;;;;/"..;;;;'/::f;;;;;::::::;;;/;;;;;;;;/;::;;;;;;;;;;;;;;;;;;;;;;;;;;/'''";;;;;-'----//""----/-;;;;;;;.,J;;;;;;;/ We Build Value Building Permit 9404 East Marginal Way South, Seattle, WA /1 LEVEL ONE - MECHANICAL PLAN RECEIVED AUG 19 2010 PERMIT CENTE l',/120:y 1/8" = 1'-0" SEPARATE 1011 PERMIT AND APPROVAL REQUIRED Building Permit Drawing Title LEVEL ONE - MECHANICAL PLAN Revisions No. Description Date Drawn by UMC. Checked by UMC Date August 18, 2010 Project No 5364 Consultant Project No Owner Project No Drawing No M201 e3 We Build Value C I B 8/13/2010 7:48:50 PM 44 "x44" SA UP TO AHU -1— a) 171 w w zle 4.1 cn 1*. 0 a g 12. g Cl) 2 Building Permit 9404 East Marginal Way South, Seattle, WA 1 1 /2 "e GAS (TIP) _ _ _ _ 6" FLUE UP & DN 1 M202 LEVEL TWO - MECHANICAL PLAN 1/8" = RECEIVED AUG 19 2010 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED 6 Building Permit Drawing Title LEVEL TWO - MECHANICAL PLAN Revisions No. Description Date Drawn by UMC Checked by UMC Date August 18, 2010 Project No 5364 Consultant Project No Owner Project No Drawing No M202 8/13/2010 7:43:13 PM 120 "x36" 120 "x30" MD -3 MD -4 42x70 SL RETURN AIR DUCT TO AIR PLENUM, SEE ARCH DWG CU -2 REFER LINES 3 "e GAS (LP) CONNECT TO EXIST VERIFY LOC., EXIST. GAS TO REMAIN 1 1 /2 "C D =� p EL -1 PRV 2 "e GAS (LP) TO RTU -1 1/2 "0 GAS (LP) DN 1 1/2 "0 GAS (HP) DN /-6 "e EXH GWH FLUE Duo - zzz ROOF PLAN MECHANICAL 1/8" = 1' -0" 3 RECEIVED AUG 1 9 2010 PERMIT CENTEF SEPARATE PERMIT AND APPROVAL REQUIRED U J cri yy. Cr I_UF- U Q W = U z : O We Build Value Museum of Flight 9404 East Marginal Way South, Seattle, WA Building Permit Drawing Title ROOF PLAN - MECHANICAL PLAN Revisions No. Description Date Drawn by UMC Checked by UMC Date August 18, 2010 Project No 5364 Consultant Project No Owner Project No Drawing No M203 SUPPORT HANGER BAND FROM STRUCTURE MINIMUM RADIUS OF (1.5) *(FLEX DIA) NOTE: ALL SUPPLY AIR DUCTWORK TO BE INSULATED DOWN TO AND INCLUDING DIFFUSER NECK, UNLESS OTHERWISE INDICATED. FLEXIBLE DUCT CONNECTION (7' -0" MAXIMUM LENGTH). SAME SIZE AS DIFFUSER NECK UNLESS NOTED OTHERWISE. MODULAR DIFFUSER DIFFUSER NECK, SIZE AS NOTED ON PLAN. CEILING, SEE ARCH PLANS CEILING DIFFUSER DETAIL STRUCTURE ABOVE THREADED ROD (TYP) OPTIONAL SOUND LINED INTAKE, SEE PLANS SEE PLAN FOR DUCT SIZE (TYPICAL) SPRING ISOLATOR (TYPICAL) MOTOR /BELT GUARD OPTIONAL SOUND LINED DISCHARGE, SEE PLANS MOTOR ON '-FLEX CONNECTION ADJUSTABLE (TYPICAL) BASE IN -LINE CENTRIFUGAL FAN M300 M300 SCALE: NONE \ CAULK WALL PENETRATION, CUT & PATCH BY G.C. EXHAUST LOUVER CAULK PERIMETER WALL 16 GA SHEETMETAL SLEEVE BACKDRAFT DAMPER (SEE NOTE 1) BIRDSCREEN LOUVER OPENING NOTE: 1. MOTORIZED DAMPER REQUIRED IN SOME JURISDICTIONS 2. SIZE EXH LOUVER @ 1000 CFM & 45% FREE AREA EXHAUST LOUVER INSTALLATION DETAIL M300 SCALE: NONE SHEETMETAL FLASHING SCALE: NONE SOUTH GALLERY WALL 12" 3/8 "x3 1/2" BOLT OR EMBED @ 36 "O.C: SEAL SCREW OR LAG FAN TO FACTORY CURB LEVELED ROOF CURB BY GENERAL CONTRACTOR 1 FAN BASE SIZE OD CURB SIZE COMPRESS SOUNDLINING 1/2" TO SLIP INTO BDD BACKDRAFT DAMPER SIZE 2x8 MINIMUM DUCT SIZE _ BDD - 1" ROOF OPNG BDD + 1 1/2" SCREW OR NAIL BDD TO ROOF PROVIDE 1" SOUNDLINING FOR FIRST 10' ON FAN INLET NOTES: Oj EXACT BDD AND CURB SIZE MUST BE CHECKED FROM EQUIPMENT SUBMITTALS. FINAL RESPONSIBILITY FOR CORRECT BDD AND CURB SIZE WILL BE INSTALLER'S O2 MOTORIZED DAMPER REQ. IN SOME JURISDICTIONS O3 RUN ROOFING MATERIAL TO TOP OF FAN CURB, BY G.C. EXHAUST FAN INSTALLATION DETAIL FASTEN UNIT TO CURB WITH 1/4" SCREWS ® 48 "O.C. WOOD NAILER FACTORY CURB M300 SCALE: NONE 72" ROOFING MEMBRANE AND RIGID INSULATION (BY GC 5" CONCRETE PAD (BY GC) �6 1 ROOFTOP UNIT CURB CONSTRUCTION DETAIL SCALE: NONE 2 CAULK WALL PENETRATION, CUT & PATCH BY G.C. DRAINABLE LOUVER BLADES (TYP.) CAULK PERIMETER WALL 16 GA SHEETMETAL SLEEVE BACKDRAFT DAMPER (SEE NOTE 1) BIRDSCREEN LOUVER OPENING NOTE: 1. MOTORIZED DAMPER REQUIRED IN SOME JURISDICTIONS 2. SIZE INTAKE LOUVER © 700 CFM & 45% FREE AREA OSA INTAKE LOUVER INSTALLATION DETAIL 300 / SCALE: NONE bio 22.2_ RECEIVED AUG 19 2010 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED Cs z Cl) In / N IA CC i ON =, O. cos ss, u"'v1 3°ONCU Imo mom V r. Co z'' _a M tit W I t o0 >OZ md�� 00 . o, a) 0 :17‘' IC IT Cni Q a) u co C C1 2 Building Permit 9404 East Marginal Way South, Seattle, WA Building Permit Drawing Title MECHANICAL DETAILS Revisions No. Description Date Drawn by UMC Checked by DM Date August 18, 2010 Project No 210022 Consultant Project No Owner Project No Drawing No M300 ak Level 1 17' - 9 1/2" 8/13/2010 7:48:51 PM LA Level 1 17' - 9 1/2" Level - SSG B.O. Roof dp 56' - 9 1/2" Level - Upper Parapet AIL 43' - 3 1/2" Level - Lower Parapet dp 36' - 7 1/2" Level 2 30' - 3 1/2" -FOS 't /2" Foundation Level akh 16' - 1 1/2" /1 SECTION 1 \30� 1/8" = 1'-0" Level - SSG B.O. Roof evel - SSG B.O. Roof 55' -51/2" RTU -1 Level - Upper Parapet Aip 43' -31/2" evel - Lower Parapet op 36' - 7 1/2" Level 2 30' -31/2" AHU -1 2 2 SECTION 2 M301 1/8" = 1' -0" 3 ;Foundation Level Foundation Level 14' -91/2" bto227- RECEIVED AUG 19 2010 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED We Build Value a) Ts w w Zi1 4.• .c LI)o w CL E Building Permit 9404 East Marginal Way South, Seattle, WA Building Permit Drawing Title SECTIONS AND ELEVATIONS Revisions No. Description Date Drawn by UMC Checked by UMC Date August 18, 2010 Project No 5364 Consultant Project No Owner Project No Drawing No M301 C A GENERAL SYMBOL V C X D'4 OOP xx' —xx" ) XX' -XX" ) � I C (iE XX' -XX" ) PITCH IN PER FOOD C PITCH I/I• PER FOOT I xxxxxxxxx I I xxxxxx I I xxxx I (OP XX' —XX" 0 ABBR DESCRIPTION 45 45 DOWN 90 AD ACCESS DOOR IN CEILING AD ACCESS DOOR IN WALL .ALIGNMENT GUIDE ANCHOR AUTOMATIC CONTOL VALVE (3 -WAY) AUTOMATIC CONTROL VALVE (2 -WAY) BALANCING VALVE BV BALL VALVE BOP BOTTOM OF PIPE ELEVATION BREAK BFV BUTTERFLY VALVE CAP CENTERLINE CL -EL CENTERLINE OF PIPE ELEVATION CHK CHECK VALVE CIRCUIT SETTER DETAIL TAG DN DOWN ELEVATION TAG FLOW ARROW GAS COCK GLOBE VALVE GV GATE VALVE IE INVERT PIPE ELEVATION PITCH LEFT PITCH RIGHT PLUG POC POINT OF CONNECTION PG PRESSURE GAUGE PRV PRESSURE REDUCING VALVE ROLLING 45 DOWN REDUCER REDUCING CONCENTRIC REDUCING ECCENTRIC RV RELIEF VALVE SHEET NOTE DESIGNATION SLEEVE SV SOLENOID VALVE TEE DOWN TEE TH THERMOMETER LONG TAG 9 CHARCTERS MAX MEDIUM TAG 6 CHARCTERS MAX SHORT TAG 4 CHARCTERS MAX TOP TOP OF PIPE ELEVATION U UNION UP PLUMBING SYMBOL • I� I A —CD— —FP- 1 71 I/9 SCI IrI U — ABBR DESCRIPTION VERTICAL SLEEVE • VALVE IN PIPE RISE OR DROP STR WYE TYPE STRAINER A COMPRESSED AIR CD CONDENSATE DRAIN DOUBLE COMBO COMBO LEFT COMBO LEFT W/ 1/4 BEND COMBO LEFT W/ 1/8 BEND COMBO RIGHT COMBO RIGHT W/ 1/4 BEND COMBO RIGHT W/ 1/8 BEND CLEANOUT DOMESTIC COLD WATER INDIRECT DRAIN LINE DOUBLE CHECK BACKFLOW PREVENTER DETERGENT DRAI N FLOOR CLEANOUT GREASE WASTE GARAGE WASTE HOSE BIBB HOSE END DRAIN VALVE DOMESTIC 120° F HOT WATER DOMESTIC 140' F HOT WATER DOMESTIC 120' F HOT WATER CIRCULATION DOMESTIC 140° F HOT WATER CIRCULATION IRRIGATION LINE INDIRECT WASTE LONG RADIUS 90 NON- POTABLE COLD WATER OVERFLOW ROOF DRAIN OVERFLOW RAIN WATER LEADER P -TRAP PUMPED CONDENSATE PUMPED WASTE ROOF DRAIN REDUCED PRESSURE BACKFLOW PREVENTER RAIN WATER LEADER, ABOVE GROUND RAINWATER LEADER, UNDERGROUND STORM DRAIN SANITARY SEWER TEMPERED WATER TRAP PRIMER TEMPERED WATER RETURN VENT VTR VENT THRU ROOF CO CW D —{ DCBP I— DCBP — DET — DET n 0 FCO —GRW— GRW — GW— GW HB HW — 140— HW HWC —140— HWC — IR— IR —1W-- IW f' —NPCW— NPCW 0 OD — ORL — ORL C}C� PC — PW— PW Op RD - RPBP }— RPBP — RWL— RWL — RWL— RWL —SD— SD —SS— S5 T T --TP— TP — TR— TR JIL PIPING SYMBOL - W —W- 0 — BFW- - CA— —CHR — — CHS - - CR- - CS- - FOR —. — FOS- - FOV - - GLR- -- GLS- -HCR- - HG - -HPS- - HWR- - HWS- - LCR- - LPS-- — MCR---- —MG- - MPS - - PCR- — RL- -RS— T — 1 ABBR DESCRIPTION W WASTE W WASTE UNDERGROUND HY WALL HYDRANT WHA WATER HAMMER ARRESTER WYE LEFT WYE RIGHT MV AUTOMATIC AIR VENT BFW BOILER FEED WATER BUCKET TRAP CA CONTROL AIR CHR CHILLED WATER RETURN CHS CHILLED WATER SUPPLY CR CONDENSER WATER RETURN CS CONDENSER WATER SUPPLY FLANGE FLEX FLOAT AND THERMOSTATIC FOR FUEL OIL RETURN FOS FUEL OIL SUPPLY FOV FUEL OIL VENT G NATURAL GAS GLR GLYCOL RETURN GLS GLYCOL SUPPLY • HCR HIGH PRESSURE CONDENSATE RETURN HG HOT GAS HPS HIGH PRESSURE STEAM HWR HEATING HOT WATER RETURN HWS HEATING HOT WATER SUPPLY LCR LOW PRESSURE CONDENSATE RETURN LPS LOW PRESSURE STEAM MAV MANUAL AIR VENT MCR MEDIUM PRESSURE CONDENSATE RETURN METER MG MEDIUM PRESSURE NATURAL GAS MPS MEDIUM PRESSURE STEAM PCR PUMPED CONDENSATE RETURN PI PRESSURE INDICATOR RL REFER LIQUID RS REFER SUCTION TEMPERATURE PRESSURE TEST PLUG TI TEMPERATURE INDICATOR TS TEMPERATURE SENSOR VB VACUUM BREAKER VENTURI ABBREVIATIONS AD AFF CB CP DF EWC FD FS NIC NTS REV RFI UNO ACCESS DOOR, AREA DRAIN ABOVE FINISHED FLOOR CATCH BASIN CHANGE PROPOSAL DRINKING FOUNTAIN ELECTRIC WATER COOLER FLOOR DRAIN FLOOR SINK NOT IN CONTRACT NOT TO SCALE REVISION REQUEST FOR INFORMATION UNLESS NOTED OTHERWISE GENERAL NOTES 1'. BOP = BOTTOM OF PIPE OR BOTTOM OF INSULATION ON INSULATED LINES (SEE INSULATION MATRIX FOR PIPING SYSTEMS THAT REQUIRE INSULATION.) 2. TOP = TOP OF PIPE OR TOP OF INSULATION ON INSULATED LINES (SEE INSULATION MATRIX FOR PIPING SYSTEMS THAT REQUIRE INSULATION.) 3. ALL ELEVATIONS ARE REFERENCED FROM FINISHED FLOOR. UNLESS OTHERWISE NOTED. 4. • = PIPE SLEEVE REQUIRED UP THRU SLAB ABOVE AT THIS LOCATION. 5. ®= DRAIN BODY REQUIRED AT THIS LOCATION. 6. WHERE WATER PIPING MUST RUN IN EXTERIOR WALL INSTALL ALL SUCH PIPING ON THE WARM SIDE (INTERIOR) OF ALL BUILDING INSULATION. 7. GRADED PIPE IS TO BE 1/4" PER FOOT ON ALL WASTE LINES UNO AND 1/8" PER FOOT ON ALL RAINWATER PIPING UNO. 8. ALL COORDINATION CONFLICTS SHOULD BE REVIEWED PRIOR TO MAKING ADJUSTMENTS TO PIPING SYSTEMS WITHOUT PROPER TRACKING PLUMBING INDEX OF DRAWINGS PLUMBING DRAWING INDEX T 4 DET10N P001 PLUMBING SYMBOLS AND ABBREVIATIONS P100 P101 P102 PLUMBING SCHEDULES PLUMBING SCHEDULES PLUMBING SCHEDULES P200 UNDERGROUND PLUMBING PLAN P201 LEVEL ONE PLUMBING PLAN. P202 LEVEL TWO PLUMBING PLAN P203 ROOF PLUMBING PLAN P300 PLUMBING DETAILS SCALE N/A NA NA NA 1/8' =1' -0 1/8 " =1' -0' 1/8 " =1' -0" 1/8 " =1' -0" NA 2.2- RECEIVED AUG 19 2010 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED V J = INC 0 = = V = Z W O � � V We Build Value un N - a', _ • O 3.°mc'iu CU d M .z �P0) 7-1= -C • 0 a) a) U C4 Museum of Flight Building Permit 9404 East Marginal Way South, Seattle, WA Building Permit Drawing Title DRAWING INDEX Revisions No. Description Date Drawn by UMC Checked by DM Date August 18, 2010 Project No 210022 Consultant Project No Owner Project No Drawing No P001 B EQUP. ID NO. EWC -1 DUAL HT WATER COOLER -- ADA ELKAY N/A FCO FLOOR CLEANOUT ZURN 1400 N/A N/A CAXTON K-2210 N/A MS -1 MOP SINK FIAT MSB -2424 N/A U -1 URINAL ZURN Z5738 ZEG6003EV -HW6 U -2 URINAL ADA ZURN Z5738 ZEG6003EV -HW6 WC -1 WATER CLOSET (WALL MOUNTED) KOHLER K -4330 SLOAN WES -111 WC -2 WATER CLOSET (WALL MOUNTED) - ADA KOHLER K -4430 SLOAN WES -111 WHA WATER HAMMER ARRESTER WILKENS 1250 N/A SERVICE / LOCATION MANUFACTURER MODEL TRIM FLUSH VALVE PLUMBING FIXTURE SCHEDULE L -1 COUNTERTOP MOUNTED LAVATORY KOHLER CAXTON K -2210 L -2 COUNTERTOP MOUNTED LAVATORY ADA KOHLER NOTES: ALL FIXTURES LISTED AS "ADA COMPLIANT" MUST CONFORM TO WAC 5140 REQUIREMENTS FOR ACCESS 1 ADJUSTABLE FLOOR CLEANOUT, GAS TIGHT, ABS TAPERED THREAD PLUG,TOP ADJUSTABLE TO FINISH FLOOR 2 LOCKABLE RECESSED BOX, HOSE THREADED SPOUT, LOOSE KEY HANDLE AND VACUUM BREAKER 3 OCR19C 1/2" X 3/8" ANGLE STOP, B1F20 FLUIDMASTER 3/8C X 1/2 IP 20 SS, .5 GPM FLOW 4 OCR19C 1/2" X 3/8" ANGLE STOP, B1F20 FLUIDMASTER 3/8C X 1/2 IP 20 SS, TRUEBRO TRAP WRAP FOR HW SUPPLY AND P -TRAP, MOUNT ADA COMPLIANT, .5 GPM FLOW 5 FURNISH WITH FIAT HOSE / BRACKET ASSY #832-M AND FIAT #889 -CC MOP HANGER 6 FURNISH WITH ZURN Z -1221 CARRIER OR STEEL PLATE,. 7 FURNISH WITH ZURN Z -1221 CARRIER OR STEEL PLATE, ADA MOUNTING HEIGHT. 8 FURNISH WFFH SEAT LESS COVER, ZURN Z- 1203 SERIES, GAL / FLUSH 1.6 AND 1.1 9 FURNISH WITH SEAT LESS COVER, ZURN Z -1203 SERIES, GAL / FLUSH 1.6 AND 1.1, MOUNT TO BE ADA COMPLIANT 10 PROVIDE DELTA RPW111HDF HANDHELD SHOWER SPRAY WfFH SLIDE BAR, VACUUM BREAKER, 1/2" WALL SUPPLY ELBOW, 60" BRAIDED HOSE, ADA COMPLIANT, 2.5 GPM 11 PROVIDE BRICOR SP- BB150CHE 1.5 GPM SHOWERHEAD, PRESSURE AT 75 -80 PSI GAS -FIRED COMMERCIAL WATER HEATER SCHEDULE TAG SERVICE LOCATION 904 BLDG LEVEL 1 JANITORS CLOSET EQUIPMENT MANUFACTURER MODEL RINNAI RC98HPI PERFORMANCE INPUT MBH (MIN. & MAX EFFICIENCY - HOT WATER CAPACITY EWT (DEG F) LWT (DEG F) 9.5 - 199 97% .4 / 9.8 GPM 50 - - -- - - - - - -- 120 ELECTRICAL -VOL- T / PHASE ELECTRICAL CONSUMPTION 120 / 1 NORMAL = 80 WATTS / STAND BY = 2 WATTS PHYSICAL GAS CONN. SIZE 3/4 FLUE SIZE 8" COMB AIR SIZE 8" WEIGHT 75 LBS. ACCESSORIES FLOW SflH FACTORY- WIRED CONTROL PANEL YES YES NOTES: FAUCET / SHOWER VALVE N/A N/A SLOAN EAF -275 SLOAN EAF -275 FIAT 830-M N/A N/A N/A N/A N/A NATURAL GAS METER SCHEDULE TAG SERVICE LOCATION GM -1 90.4 BLDG & SHUFFLE GALLERY S. PERIM. 904 BLDG. EQUIPMENT MANUFACTURER MODEL PERFORMANCE CAPACITY (CFH) INLET PRESSURE PRESSURE DROP PHYSICAL SIZE (IN) ACCESSORIES PULSE INTERFACE TO READ BMS NOTES: EQUIP. ID NO. FD -1 PLUMBING DRAIN SCHEDULE SERVICE / LOCATION MANUFACTURER MODEL ORD -1 RD -1 GENERAL / SEE PLANS ZURN H_ Z- 415 -B -P I OVERFLOW ROOF DRAIN ' ZURN Z- 100- C -R -89 ROOF DRAIN ZURN Z- 100 -C -R OUTLET STRAINER SIZE SEE PLAN POLY SEE PLAN I POLY MATERIAL NI BR STRAINER SIZE 5" DIA 15 "DIA 15 "DIA STRAINER DUTY OUTLET NOTES TYPE LIGHT NO -HUB LIGHT NO -HUB LIGHT NO -HUB 1. COATED CAST -IRON BODY WITH BOTTOM OUTLET, INVERTIBLE MEMBRANE CLAMP, ADJUSTABLE COLLAR, TRAP PRIMER CONNECTION 2. SAME AS NOTE 5, WITH 2" EXTERNAL WATER DAM. 3. COMBINATION MEMBRANE FLASHING CLAMP /GRAVEL GUARD AND LOW SILHOUETTE POLY -DOME, UNDERDECK CLAMP, EXTENSION AND ROOF SUMP RECEIVER DRAIN INTEGRAL N/A MCGUIRE 155A MCGUIRE 155WC FIAT 1453 -BB N/A N/A N/A N/A N/A 8.0 GPH, 50 DEG. 1 -1/4" X 1 -1/4" X MISC WATER, 120 V, N/A 1 -1/2" 17 GA 1 -1/2" 17 GA N/A N/A N/A BEMIS 1955C BEMIS 1955C N/A 1 PH, 4.6 FLA P -TRAP P -TRAP ROUGH -IN CW HW W V 1/2" -- 1 -1/4" 2" ADA COMPLIANT SEE PLAN -- SEE NOTE NO. 1 1/2" 1/2" 1 -1/2" 2" SEE NOTE NO. 3 1/2" 1/2" 2" SEE NOTE NO. 4 3/4" 3/4" 3" 2" SEE NOTE NO. 5 3/4" -- 2" 2" SEE NOTE NO. 6 3/4' -- 2" 2" SEE NOTE NO. 7 1" -- 3" 2" SEE NOTE NO. 8 1" -- 3" 2" SEE NOTE NO. 9 7- NOTES HOT WATER RECIRCULATION PUMP SCHEDULE TAG CP -1 LOCATION JANITORS CLOSET SERVICE MANUFACTURER MODEL NO. PUMP FLOW RATE (GPM) HEAD (Fr) RPM BHP HP ELECTRICAL DATA VOLTS /PHASE POWER MIN. CIRC. AMPACITY (MCA) FULL LOA D AMPS (RA) STARTER FURNISHED /INSTALLED DISCONNECT FURNISHED /INSTALLED PHYSICAL DATA LENGTH (IN) WIDTH (IN) HEIGHT (IN) FLANGE SIZE NPT (IN) OR SWEAT OPERATING WEIGHT (LBS) NOTES 904 BLDG. DOM. HOT WATER B &G CIRCULATORS NBF -8S /LW 120 / 1 NORMAL 0.38 RELAY EC / EC BY ELECT. EC / EC 5 -3/8" 4 -7/8" 5 -5/8" 1/2" SWEAT 9 filename: dhwpump.x2a NOTES: 1. BRONZE FITTED DOMESTIC HOT WATER CIRCULATOR 2. PROVIDE AQUASTAT B & G MODEL AQ -1/2 OR B & G MODEL AQ -3/4" (120V / 1 PH) 1, 2 EQUIP. ID NO. RPBP -1 REDUCED PRESSURE BACK FLOW PREVENTER SCHEDULE SERVICE / LOCATION MANUFACTURER j MODEL FLOW AND MODEL (GPM) 2" DOM CW TO BUILDING / WATER ENTRY RM 2" WILKENS 64 LEVEL 1 1. FURNISH WITH AIRGAP FITTING, INTEGRAL STRAINER, ISOLATION VALVES. EQUIP. ID NO. DOMESTIC WATER PRESSURE REDUCING VALVE SCHEDULE SERVICE / LOCATION MANUFACTURER MODEL SIZE ' FLOW I INLET ! OUTLET FALL OFF (GPM) ! PSI PSI PSI NOTES PRV -1 DOMESTIC WATER HEADER / WATER ENTRY RM LEVEL 1 WILKENS ZW109 2 64 126 80 NOTE 2 NOTE 1 & 3 1. DOMESTIC WATER PRESSURE REGULATOR WIN GAUGE TAPPING 2. NO FALL OFF PRESSURE, CONSTANT PRESSURE SET AT 80 PSI DOWNSTREAM 3. PRESSURE REDUCING VALVE LOCATED ON DOMESTIC WATER BY -PASS LINE AT WATER HEADER PRESSURE DROP (PSI) NOTES GAS PRESSURE REGULATOR SCHEDULE TAG SERVICE LOCATION PRV -1 RTU -1 / GWH -1 904 BLDG. ROOF EQUIPMENT MANUFACTURER MODEL PERFORMANCE CAPACITY (CFH) INLET (PSIG) OUTLET (IN WG) 2200 2 7 -11" WC PHYSICAL ORIFICE SIZE PIPE SIZE NOTES: Duo- 22Z RECEIVED AUG 19 2010 PERMIT CENTER SEPARATE E a�F �IrAnrD REQV °VA's RED Building Permit 9404 East Marginal Way South, Seattle, WA Building Permit Drawing Title PLUMBING SCHEDULES Revisions No. Description Date Drawn by UMC Checked by DM Date August 18, 2010 Project No 210022 Consultant Project No Owner Project No Drawing No P100 B PIPE + EQUIPMENT INSULATION SCHEDULE IBM RAN13E THERMAL MEAN RATING ccrDUCTNITY I TEMPERATURE INSULATION MATERIAL PPE SIZE RUPIOUT8 TO 212) 1' AND MB 114'702 21/2T04' 0.5 0.5 0.5 1.0 1.0 0.5 1.0 1.5 1.5 2.5 2.5 0.75 0.75 2.5 1.5 2.5 2.5 2.5 2.5 0.5 N/A 0.5 DOMESTIC COLD ALL 0.23 -0.27 75 FIBERGLASS 0.5 0.5 NON - POTABLE COLD ALL 0.23 -0.27 75 FIBERGLASS 0.5 0.5 DOMESTIC HOT > 105 0.24 -0.28 100 FIBERGLASS 0.5 1.0 NON - POTABLE HOT L- >105 0.24 -0.28 100 FIBERGLASS 0.5 1.0 STORM DRAIN ALL 0.23 -0.27 75 FIBERGLASS 0.5 0.5 HEATING WATER 105 -140 0.24 -0.28 100 FIBERGLASS 0.5 1.0 HEATING WATER 141 -200 0.25 -0.29 125 FIBERGLASS 0.5 1.5 HEATING WATER 201 -250 0.27 -0.30 150 FIBERGLASS 1.0 1.5 HEATING WATER 251 -350 0.29 -0.31 H 200 FIBERGLASS 1.5 2.0 HEATING WATER >350 0.32- 0.34 250 FIBERGLASS 1.5 2.5 CHILLED WATER 40 -55 0.23 -0.27 75 FIBERGLASS 0.5 0.5 CONDENSER WATER (1) 40 -55 0.23 -0.27 75 FIBERGLASS 0.5 0.5 LOW PRESS STEAM 0 -301 0.29 -0.31 200 + FIBERGLASS 1.5 2.0 LOW PRESS COND I <210 DEG 0.27 -0.30 200 FIBERGLASS 1.0 1.5 MED PRESS STEAM 30 -601 0.29 -0.31 200 FIBERGLASS 1.5 2.0 MED PRESS COND 270 -300 DEG 0.29 -0.31 200 FIBERGLASS 1.5 2.0 HIGH PRESS STEAM 60 -1251 0.29 -0.31 200 FIBERGLASS 1.5 2.0 HIGH PRESS COND >300 DEG 0.29 -0.31 200 FIBERGLASS 1.5 2.0 REFRIG SUCTION ALL 0.27 -0.276 75 CLOSED CELL N/A 0.375 GENERATOR EXHAUST P TO 1100 DEG 0.55 700 CAL -SIL N/A N/A COIL CONDENSATE ALL 0.23 -0.27 75 FIBERGLASS 0.5 0.5 FIBULA- TED SUPPORTS THERMAL SUPPORTS I18UI.ATION TFIC1e688 TO U2' 3/4' ALL -k TRYMER 2000 CAL -SIL 0.5 1.5 1.5 0.5 1.0 1.5 2.0 2.5 3.0 1.0 ...... - ... 1.0 2.5 2.0 2.5 2.5 2.5 2.5 0.5 3.0 0.5 11/2' CAL -SIL CAL -SIL NOTES 1 HYDRONIC ECONOMIZER APPLICATIONS ONLY. 2 RUNOUTS TO INDMDUAL TERMINALS NOT EXCEEDING 12 FEET IN LENGTH DOMESTIC + NONPOTABLE WATER PIPING ABOVE GROUND LESS THAN 200 PSI (221116) PIPE MATERIALS JOINT TYPE COUPLING FITTING MATERIAL FLANGES GASKETS BOLT TYPE REMS TEEIT/NBPEC'TION UMC WELD PROCEDURE WELD INSPECTION - (Visual, X -ray, etc ?) INSPECTION - Media (Air, Water, Agron, Nitrogen; etc? - Duration - Pressure (psi or ft. head - Responsible (City, Owner, Owner Rep., etc ?) VALVES - TO 125E BALL VALVES: THD / SD GATE VALVES: THD / SD GLOBE VALVES: THD / SD BUTTERFLY VALVES: LUG /VIC SWING CHECKS: THD / SD N -S WAFER CHECK: CIRCUIT BALL VALVE - THD / SD 2' + SMALLER ASTM B88 TYPE L COPPER LEAD -FREE SOLDER N/A ASME 816.22 WROUGHT N/A N/A N/A WATER 4 HOURS OPERATING PRESSURE PLUS 50 PSIG OWNER REP AND AHJ FNW FIGURE 420 / FIGURE 421 NIBCO T- 585 -70 / S- 585 -70 N/A N/A NIBCO T- 211 -Y] S -211 -Y N/A N/A N/A NIBCO T -413 -B / S -413 -B N/A NIBCO T -480 / S -480 N/A T&A 787 786 PRESSURE GAUGE: 0-100# WEISS 4PG-N1 THERMOMETER: WEISS #9VU35 -160 BACKFLOW PREVENTERS WAITS 009QT DOUBLE CHECK VALVE WATER PRESSURE REGULATING VALVES WATTS 25AUB -Z3 STRAINERS Y- PATTERN 125 • THD FLG MUELLER 351 -M PPE SIZES -> 21/2'THRU8' ASTM 888 TYPE L COPPER GROOVED END VICTAULIC 607 ASME B16.22 WRT GROOVED ASME B1624 BRONZE 150# / VIC. 641 ASME 816.21, 1/8" RUBBER / VIC. EPDM A307 GRADE B PLATED WATER 4 HOURS OPERATING_ PRESSURE PL US 50 P SIG OWNER REP AND AHJ N/A N/A N/A N/A N,A N/A FNW FIGURE 732 VICTAULIC # 608 MUELLER A- 2602 -6 W /EPDXY LINING N/A N/A N/A N/A WEISS #4PG -N1 WEISS #9VU 35 - WATTS 957 -OSY N/A WATTS ACV 115 SERIES WATTS 77F -DI -FDA -125 RisloulaT 1/2 3/4 1 11/4 11/2 2 INSULATION THICKNESS - COLD WATER INSULATION THICKNESS - HOT WATER HANGER INSULATION INSERT HANGER ROD SIZE MAXIMUM HANGER SPACING 1/2" 1/2" NONE 3 1/2" 1" LOOP 60 DEG W/ SHIEL1160 DEG W/ SHIELD 3/8 3/8 6' 6' 1/2" 1" LOOP 1/2" 1/2" 1/2" 1" 1" 1" LOOP LOOP LOOP LOOP 60 DEG W/ SHIELB60 DEG W/ SHIEI3960 DEG W/ SHIEL860 DEG W/ SHIELD 3/8 3/8 3/8 3/8 6' 6' 6' 10' 1/2" 1" NOTES: 1) INSULATION INSERT OPTIONAL ON DOMESTIC HOT WATER SYSTEM SOIL, WASTE, VENT BELOW GROUND (221316) PIPE MATERIALS JOINT TYPE FITTING MATERIAL COUPLINGS TES'T/NSPECTION INSPECTION - Media (Air, Water Agron_ Nitrogen etc') - Duration - Pressure_ (psi or ft. head) - Responsible (City_,_ Owner, Owner Rep.,_ tc?) 2' + SMALLER ER 2 1/2' + LARGER ST. WT. C.I. NO -HUB CISPI 301, ASTM C564 NO -HUB ST. WT. C.I. NO -HUB FITTING HEAVY DUTY ST. WT. C.I. NO -HUB CISPI 301, ASTM C564 NO -HUB ST. WT. C.I. NO -HUB FITTING HEAVY DUTY WATER 4 HOURS 10 FEET OF HEAD OWNER REP AND AUTHORITY HAVING JURISDICTION WATER 4 HOURS 10 FEET OF HEAD OWNER REP AND AUTHORITY HAVING JURISDICTION SOIL, WASTE, VENT ABOVE GROUND (221316) PIPE MATERIALS JOINT TYPE FITTING MATERIAL COUPLINGS T ST/NEFE CT1ON INSPECTION - Media (Air, Water, Agron, Nitrogen, etc ?) - Duration - Pressure (psi or ft head)_ - Responsible (City, Owner, Owner Rep., etc ?) COPPER DWV LEAD FREE SOLDER COPPER DWV 1-1/2" + SMALLER 2' + LARGER STD. WT. C.I. NO -HUB CISPI 301, ASTM C564 NO -HUB STD. WT. C.I. NO -HUB FITTINGS STANDARD DUTY 301 SS BAND CLAMP WATER 4 HOURS 10 FEET OF HEAD OWNER REP AND AUTHORITY HAVING JURISDICTION PPE 8Q -> WATER 4 HOURS 10 FEET OF HEAD OWNER REP AND AUTHORITY HAVING JURISDICTION 2' 3' 4' 8' 8' 10' HANGER INSULATION HANGER ROD SIZE CLEVIS NONE 3/8" CLEVIS NONE 1/2" CLEVIS NONE 1/2" CLEVIS NONE 5/8" CLEVIS CLEVIS NONE 5/8" NONE 3/4" NOTES: 1) FOR PVC /ABS /CPVC PROVIDE HANGERS EVERY 4' O.C. (LOOP HANGERS ACCEPTABLE) 2) DWV COPPER NOT TO BE USED ON URINALS DOMESTIC + NONPOTABLE WATER ABOVE GROUND -- PRESSFIT SYSTEM (221116) PIPE MATERIALS JOINT TYPE FITTING MATERIAL FLANGES GASKETS BOLT TYPE TEST/NBPEC110N UMC WELD PROCEDURE WELD INSPECTION (Visual, X -ray, etc ?) INSPECTION - Media (Air, Water, Agron,_ Nitrogen, etc ?) - Duration - Pressure (psi or ft. head) - Responsible (City, Owner, Owner Rep., etc ?) -_ VALVES - T012511, BALL VALVES: THD / SD GATE VALVES: THD / SD GLOBE VALVES: THD / SD BUTTERFLY VALVES: LUG /VIC SWING CHECKS: THD / SD N -S WAFER CHECK: CIRCUIT BALL VALVE: THD / SD DEVICES PRESSURE GAUGE: 0 -100# THERMOMETER: BACKFLOW PREVENTERS DOUBLE CHECK VALVE WATER PRESSURE REGULATING VALVES BTRAFfERS Y- PATTERN, 125 #: THD / FLG PPE SIZES 2' + SMALLER 2 1/2' THRU 4' ASTM 888 TYPE L COPPER PRESFIT ASME 816.22 WROUGHT N/A N/A N/A ASTM 888 TYPE L COPPER PRESFIT ASME 816.22 WROUGHT ASME B16.24 WROUGHT #125 ASME B16.21, 1/8" A307 GRADE B PLATED WATER 4 HOURS OPERATING PRESSURE PLUS 50 PSIG OWNER REP AND VERIFY W j LOCAL JURISDICTION WATER 4 HOURS OPERATING PRESSURE PLUS 50 PSIG OWNER REP AND VERIFY W / LOCAL JURISDICTION FNW FIGURE 420 / FIGURE 421 to NIBCO T- 585 -70 / S- 585 -70 N/A N/A N/A N/A N/A NIBCO T -211 -Y / S -211 -Y N/A N/A N/A N/A FNW FIGURE 732 N/A VICTAULIC # 608 NIBCO T -413 -B / . S -413 -B MUELLER A- 2602 -6 W /EPDXY LINING N/A • N/A NIBCO T -480 / S -480 WA N/A N/A T&A 787 / 786 N/A WEISS #4PG -N1 WEISS f9VU35 -160 WATTS 009QT N/A WATTS 25AUB -Z3 MUELLER 351 -M WEISS #4PG -N1 WEISS #9VU 35 - WATTS 957 -OSY N/A WATTS ACV 115 SERIES WATTS 77F -DI -FDA -125 RlnoutOZ 3/4 11/4 11/2 21/2 INSULATION THICKNESS - COLD WATER INSULATION THICKNESS - HOT WATER HANGER INSULATION INSERT HANGER ROD SIZE MAXIMUM HANGER SPACING 1 /2" 1/2" NONE 360 1/2" 1" LOOP 1 /2" 1" LOOP DEG W/ SHIED DEG W/ SHIELD 3/8 6' 3/8 6' 1/2" 1" LOOP 360 DEG W/ SHIELD 1/2" 1/2" 1/2" 1" 1" 1" 1" LOOP 1" 1" 1 -1/2" 1 -1/2" 1 -1/2" LOOP LOOP CLEVIS CLEVIS CLEVIS. 360 'DEG W/ SHIELD 3/8 6' 3'0 DEG W/ SHIBI I DEG W/ SliTSED DEG W/ Sk1i1fILDDEG W/ SHE]MI DEG W/ SHIELD 3/8 3/8 3/8 1/2 1/2 10' 10' 10' 10' NOTES: 1) INSULATION INSERT OPTIONAL ON DOMESTIC HOT WATER SYSTEM Duo- 22�- RECEIVED AUG 19 2010 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED V if = = CC cc W = Z W O We Build Value Museum of Flight 9404 East Marginal Way South, Seattle, WA Building Permit Drawing Title PLUMBING SCHEDULES Revisions No. Description Date Drawn by UMC Checked by DM Date August 18, 2010 Project No 210022 Consultant Project No. Owner Project No Drawing No P101 B NATURAL GAS ABOVE GROUND (231123) MIS PIPE MATERIALS JOINT TYPE FITTING MATERIAL FLANGES GASKETS BOLT TYPE TEST/NBPEC'iION UMC WELD PROCEDURE WELD INSPECII_0N (Visual, X -ray, etc ?)_ INSPECTION -= Media _(Air, Water, Agron, Nitrogen, etc?)-_. - Duration - Pressure (psi_ or ft. head) - Responsible (City, Owner, Owner Rep., etc ?' VALVES — TO 1253 GAS COCK: THD GAS COCK: FLG SEISMIC SHUTOFF: SPECIALTY VALVE FUEL GAS CONNECTORS FUEL GAS APPLIANCE VALVES SEISMIC SAFETY SHUTOFF S RAPERS Y- PATTERN, 250# < 3 Y- PATTERN, 1251 > 2 2' + SMALLER ASTM A53, S40 BLACK (GALV. ON EXTERIOR) THREADED & COUPLED ASME B16.3 GALVANIZED, 150# N/A N/A N/A AIR 8 HOURS 100 PSIG OWNER REP / UTILITY / CITY NIBCO T- 585 -70 -UL PACIFIC SEISMIC 300 SERIES DORMONT 10 SERIES NJA N/A N/A N/A PPE SEES -) 2-1/2' + LARGER ASTM A53, STD WT, BLACK (GALV. ON EXTERIOR) WELDED ASME B16.3 BLACK OR GALVANIZED, 150# FORGED STEEL 150# ASME 816.21, 1/8' NON - ASBESTOS A307 GRADE B PLATED AIR 8 HOURS 100 PSIG OWNER REP / UTILRY / CITY N/A NORDSTROM 143 N/A N/A N/A N/A N/A Runout62' 1/2 3/4 11/4 11/2 2 21/2 3 4 6 10 INSULATION THICKNESS HANGER HANGER ROD SIZE MAXIMUM HANGER SPACING NONE NONE NONE LOOP LOOP 3/8 3/8 6' 8' NONE NONE LOOP LOOP 3/8 8' 8' 3/8 NONE NONE LOOP 3/8 8' LOOP 3/8 10' NONE CLEVIS 3/8 10' NONE CLEVIS 1/2. 10' NONE CLEVIS 2 NONE CLEVIS 5/8 10' ------ - - - - -- - - - -- NONE - - - -- - - - - - -- CLEVIS 7/8 10' NONE CLEVIS 7/8 10' NOTES: RAIN LEADER ABOVE GROUND (22 1316) PIPE MATERIALS JOINT TYPE FITTING MATERIAL COUPLINGS 7EST/INSPEC1ION INSPECTION - Media (Air, Water, Agron, Nitrogen, etc ?) - Duration - Pressure (psi or ft. head) - Responsible (City, Owner, Owner Rep., etc ?) 2 1/2' + LARGER ST. WT. C.I. NO -HUB CISPI 301, ASTM C564 NO -HUB ST. WT. C.I. NO -HUB FITTING HEAVY DUTY WATER 4 HOURS 10 FEET OF HEAD OWNERS REP AND AUTHORITY HAVING JURISDICTION HANGER INSULATION HANGER ROD SIZE CLEVIS 1' - CAL SIL 5/8" CLEVIS 11 - CAL SIL 5/8" CLEVIS 1' - CAL SIL 3/4" NOTES: 1) INSULATE ROOF DRAIN BODIES AND PIPING. RAIN LEADER BELOW GROUND (221316) IRB�A8 2 u2' + LARGER PIPE MATERIALS JOINT TYPE ST. WT. C.I. NO -HUB CISPI 301, ASTM C564 NO -HUB FITTING MATERIAL ST. WT. C.I. NO -HUB FITTING COUPLINGS HEAVY DUTY TES'T/NBPECTIONI INSPECTION Media (Air, Water, Agron, Nitrogen, etc ?) WATER - Duration 4 HOURS - Pressure (psi or ft. head) 10 FEET OF HEAD - Responsible (City, Owner, Owner Rep., etc ?) OWNER REP AND AUTHORRY HAVING JURISDICTION d10 -ZZ2- RECEIVED AUG 19 2010 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED V z Cri = = r o ist cr W = H Z O V We Build Value u, N. N +, a•' c �O C us N Cu O N U . MM 0 -�0".• CU a'O �-cu �0 d 2 Dt� L w CD 1 MC klm Q a) 0 co a H E Building Permit 9404 East Marginal Way South, Seattle, WA Building Permit Drawing Title PLUMBING SCHEDULES Revisions No. Description Date Drawn by UMC Checked by DM Date August 18, 2010 Project No 210022 Consultant Project No Owner Project No Drawing No P102 C .0. 4"e W UP TO WC 2o V UP 4"e W UP TO WC 4"e W UP TO WC 2”0 W TO FD 4"0 W TO [CO 300 W UP TO URINALS 2"o W TO F 3"o W UP TO LAVS 400 (E) SS TO REMAIN 4"e (E) SS CAP 2"el UP TO LAV, 4"e W n.010;1112 3"e UP TO MS 4"e (E) SS (E) 6''SS 400 (E) SS TO REMAIN 2"o V UP 4"o W UP TO FD UP TO FIRE STANDPIPE DRAIN 400 W FC0 4"SD UP 2"DCW UP PIPING UNDER SLAB AND ABOVE EXISTING FOOTING BEAM I I / F• , • . • . " • P.O.C. 12"RWL, SEE CIVIL DWG BEYOND 5'-0" oursIDE BLDG FOR CONTINUATION [= 11.18 4"o SD UP 6"e SD 1 P.O.C. 12"SD, VERIFY EXACT LOCATION I.E.=12.64 (APPROX.) FOUNDATION LEVEL - PLUMBING PLAN 1/8" = 1.-0" 2 P.O.C. 12"RWL, SEE -CIVIL DWG BEYOND 5'-0" OUTSIDE BLDG FOR CONTINUATION I.E.,15.37' 3 6RWL UP 1. 4 We Build Value Museum of Flight Building Permit 9404 East Marginal Way South, Seattle, WA RECEIVED AUG 19 2010 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED Building Permit Drawing Title FOUNDATION LEVEL- PLUMBING PLAN Revisions No. Description Date Drawn by UMC Checked by DM Date August 18, 2010 Project No 210022 Consultant Project No Owner Project No Drawing No P200 C A 1 1/2"0 GAS (LP) 3 "0 RWL DOWNSPOUT 400 RWL UP TO RD 4 00 ORL UP TO ORD 4 "e ORL BELOW 4 "e RWL ABOVE 4 "e RWL DN 1 "e NPCW UP TO RTU -1 4eW 2"0 V U 2 "e CW 40 W 20 V 11/2 e CW 2" V WC -7 1 1 2"e CW 1 1 /2 "e (E)GAS VERIFY LOC. 2eV CONNECT TO EXIST. 4 "e V CONNECT TO EXIST. 3/4 "e HW. 300 W /3/4 "e HW 3/4'� FMC 2 "0 V CONNECT TO EXIST. BV TYP 2"0 V FD -2 2 "e (E)CW DOUBLE CHECK VALVE 1 1/2 "0 . GAS (LP) CONNECT TO EXIST. GWH -1 SEE DETAIL FD -1 1 1/2C W & 1 "HW CONNECT TO EXIST. RPBP- 1 FCC -6'e STANDPIPE FOR FIRE TEST DRAIN 2 "0 CW 4 °RWL UP & DN 2 "DCW DN 3 "RWL CONNECTION. CONNECT TO GUTTER DOWNSPOUT. SEE ARCH PLANS. 1 LEVEL ONE - PLUMBING PLAN P201 1/8" = 1' -0" Ago -2z RECEIVED AUG 192010 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED We Build Value a) 0) `It 0 a) 0 u g co y Q■ 3 Building Permit 9404 East Marginal Way South, Seattle, WA Building Permit Drawing Title LEVEL ONE - PLUMBING PLAN Revisions No. Description Date Drawn by UMC Checked by DM Date August 18, 2010 Project No 210022. Consultant Project No Owner Project No Drawing No P201 C P2O) 1/8" = 1' -0" 1 4 "RWI. UP 710 RD 4 "RWL UP 10 RD J fly cc F- O E- w =� Z? VU J C O We Build Value LEVEL TWO - PLUMBING PLAN 4"o RWL DN Duo -iii RECEIVED AUG 19 2010 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED N I .5) 11.1 E 2 CC uj en 00 0, Building Permit Drawing Title LEVEL TWO - PLUMBING PLAN Revisions No. Description Date Drawn by UMC Checked by DM Date August 18, 2010 Project No 210022 Consultant Project No Owner Project No Drawing No P202 C RD -1 RD -1 We Build Value RD -1 ORD -1 a) Tom 0 a) .c a) O u g os H Building Permit 9404 East Marginal Way South, Seattle, WA CUT EXIST. DOWN SPOUT & ADD SPLASH BLOCK taft-22 1 P203 ROOF LEVEL - PLUMBING PLAN 1/8" = 1' -0" 6 "RWL UP TO ROOF DRAIN WITHIN GUTTER 6 "RWL UP TO ROOF • DRAIN WITHIN GUTTER RECEIVED .......... AUG 19 2Q10 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED Building Permit Drawing Title ROOF LEVEL- PLUMBING PLAN Revisions No. Description Date Drawn by UMC Checked by DM Date August 18, 2010 Project No 210022 Consultant Project No Owner Project No Drawing No P203 "STONEMAN" #1100R FLASHING TURNED IN ON CAST IRON VENTS 3" & LARGER ONLY EXTEND WHERE REQ'D TO CLEAR FRESH AIR INTAKES, ETC. "STONEMAN" CAULK TYPE COUNTER - FLASHING SLEEVE FOR CAST IRON VENTS AND THREADED OR CAULK TYPE FOR ALL STEEL VENTS. PERMASEAL WATERPROOFING COMPOUND STEEL REINFORCED BOOT "STONEMAN" SEAMLESS LEAD FLASHING 111100 -2 OR 1100 -4 W/ 8" SKIRT BUILT -UP ROOFING 1 "URETHANE FOAM 2 "RIGID INSULATION METAL DECKING VENT THRU ROOF DETAIL P300 SCALE: NONE 1 5" SINGLE WALL HUNG 18" BACK TO BACK WALL HUNG MIN WALL THICKNESS FOR WALL HUNG WATER CLOSETS P300 SCALE: NONE ROPE CAULKING OR LINK SEAL GRADE OR FLOOR 2" MIN. — 0/- 1 2 TRANSITE SLEEVE THRU FOUNDATION W/ 1" CLEARANCE AROUND FOOTING SHALL BE STEPPED DOWN WHERE REQ'D. PIPE SHALL NOT RUN UNDER FOOTING BOUNDARY LINE OF PIPE TO FOUNDATION PIPE AT FOOTING DETAIL P300 / SCALE: NONE 18x18x4 CONC. POUR LEAD CAULK TOP OF PLUG FLUSH W/ CONC. GCO IN UNSURFACED AREAS SHALL BE JOSAM NUMBER 58480 BRASS WITH COUNTERSUNK PLUG SPEC'D BURY GCO IN WALKS AND SURFACED AREAS SHALL BE SIMILAR TO FCO EXCEPT JOSAM NUMBER 56050 OR 56040. TOP SHALL BE NICKEL BRONZE IN WALKS & DUCO C.I. IN OTHER SURFACED AREAS. FURNISH EXTENSION SLEEVE TO SUIT ROOF CONSTRUCTION ROOFING FOAM & RIGID INSULATION RD ROOF DRAIN ORD /11100 METAL DECKING DRAIN BODY SUMP RECEIVER - UNDER DECK CLAMP FCO SHALL BE JOSAM NUMBER 56000 OR 56010 FCO WITH LEAD SEAL NICKEL BRONZE TOP & CUTOFF FERRULE. FINISHED FLOOR CONC. SLAB FLOOR CLEANOUT DETAIL 3300 SCALE: NONE SPEC'D BURY USE WYE FITTING AND PLUG WHERE CO OCCURS AT END OF lir- LINE FEATHER INSULATION CP3 ROOF DRAIN DETAIL 300 SCALE: NONE STUD WALL 1/2" B.V. TRAP PRIMER(TP) SECURE TO STUDS STAINLESS STEEL ACCESS DOOR AT + 12" AFF 1/2" CW FLOOR DRAIN, FLOOR SINK SIMILAR CW PIPE IN WALL Y- STRAINER UNION 7 SEAL WATERTIGHT FIN. FLOOR CONNECT 1/2" CW TO TRAP AS REQ'D. P -TRAP 1/2" C.W. PIPING BELOW FLOOR. SLOPE TOWARD DRAIN NOTE: ALTERNATE TRAP PRIMER AND B.V. LOCATION ABOVE LAY -IN CEILING SEE FLOOR PLANS FOR LOCATIONS. FLOOR DRAIN TRAP PRIMER DETAIL SCALE: NONE OVERFLOW ROOF DRAIN W /2" DAM OVERFLOW DRAIN ROOF DRAIN ORL INSULATION RL ORL 45' Y CONNECTION IN VERTICAL RAIN WATER LEADER RL & ORL PIPING DETAIL P300 SCALE: NONE BACKFLOW PREVENTER PB IIIIIIIIIIIIIIIIIIIIII AIR GAP TO FIXTURES RELIEF TO DRAIN NOTES: O INSTALL WITH REDUCED PRESSURE BACKFLOW PREVENTER (RPBP) ONLY s� DETAIL - RPBP P300 / SCALE: NONE GATE VALVE (TYP) UNION (TYP) STRAINER BUILDING WATER SUPPLY SPRING LOADED INLINE SOFT -DISC CHECK VALVE (TYP) 0 RECEIVED AUG 19 2010 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED Cs Z 0 ■ 0 w Building Permit 9404 East Marginal Way South, Seattle, WA Building Permit Drawing Title PLUMBING DETAILS Revisions No. Description Date Drawn by UMC Checked by DM Date August 18, 2010 Project No 210022 Consultant Project No Owner Project No Drawing No P300 6/17/2010 6:22:22 PM GENERAL SYMBOLS DRAWING REFERENCE ( "FLAG') NOTE ® EQUIPMENT IDENTIFIER (XX = ABBREVIATION Y = EQUIPMENT SCHEDULE NUMBER) MATCHUNE REVISION CLOUD (ENCIRCLES DRAWING CHANGES MADE SINCE THE PREVIOUS RELEASE CIRCUITS DETAIL IDENTIFICATION NUMBER DETAIL REFERENCE BUBBLE SHEET FROM WHICH DETAIL WAS TAKEN FROM SECTION IDENTIFICATION NUMBER WALL SECTION REFERENCE SHEET FROM WHICH DETAIL WAS TAKEN FROM ELEVATION IDENTIFICATION NUMBER INTERIOR ELEVATION REFERENCE SHEET FROM WHICH ELEVATION WAS TAKEN FROM REVISION REFERENCE NORTH REFERENCE CIRCUIT CIRCUIT IN OR UNDER FLOOR OR UNDERGROUND EXISTING CIRCUIT EXISTING CIRCUIT TO BE REMOVED POINT OF CONNECTION (POC) BETWEEN NEW AND EXISTING CIRCUIT CIRCUIT TURNED DOWN o CIRCUIT TURNED UP ---0 1", 4q8+ 1 #10 EGC A-1,3,5 (7 SP�RE) m CIRCUIT TERMINATION TYPE AS NOTED BREAK UNE (FOR DRAWING CLARITY) SURFACE METAL RACEWAY (SMR) TYPE AS NOTED SURFACE METAL RACEWAY WITH INTEGRAL DEVICES CENTER -SPINE CABLE TRAY LADDER TYPE CABLE TRAY UNDERFLOOR [FLUSH] DUCT SYSTEM (THREE DUCTS ARE INDICATED, SIZE AS SPECIFIED) HASHMARKS DENOTE No. OF CIRCUIT CONDUCTORS, IF NO HASHMARKS SHOWN PROVIDE 2 #12 + EGC UNLESS OTHERWISE NOTED OR SPECIFIED. GROUND CONDUCTOR IG = ISOLATED GROUND D = DEDICATED GROUND CIRCUIT DESCRIPTOR: 1 "(RACEWAY SIZE), 4 (QTY OF CIRCUIT CONDUCTORS), #8 (AWG SIZE OF CIRCUIT CONDUCTORS), 1#10 EGC (QTY & SIZE OF EQUIPMENT ROUND CONDUCTOR) BRANCH CIRCUIT NUMBERS (PHASE A NUMBER ONLY FOR 3 PHASE LOAD) PANEL DESIGNATION HOMERUN FROM SOURCE OF SUPPLY JUNCTION BOX JUNCTION BOX (JB), PULL BOX (PB) OR TERMINAL BOX (TB) SIZE AS NOTED TERMINAL BOX SEAL-OFF FITTING PULL BOX LOW VOLTAGE CIRCUIT NEC CLASS II, (3 WIRES) LIGHTING FIXTURES RF -2A UGHTING FIXTURE IDENTIFIER EOM O C vC7 R RECESSED FLUORESCENT FIXTURE (SIZED TO SCALE) FLEX RACEWAY CONNECTION ("WHIP") SURFACE OR PENDANT MOUNTED FLUORESCENT FIXTURE (SIZED TO SCALE) WALL MOUNTED FLUORESCENT FIXTURE (SIZED TO SCALE) STRIP FLUORESCENT FIXTURE (LENGTH AS SHOWN OR NOTED) RECESSED, PENDANT OR SURFACE FIXTURE WALL MOUNTED FIXTURE WALL WASHER FIXTURE (AIM TOWARD UNSHADED SIDE) TRACK MOUNTED FIXTURES, (TRACK LENGTH TO SCALE, FIXTURE QTY AS SHOWN OR NOTED) EXIT SIGN, DOUBLE FACE CEIUNG /PENDANT MOUNTED WITH OR WITHOUT ARROWS AS SHOWN. SHADING INDICATES ILLUMINATED FACE. EMERGENCY TYPE. EXIT SIGN, DOUBLE FACE WALL MOUNTED WITH OR WITHOUT ARROWS AS SHOWN. SHADING INDICATES ILLUMINATED FACE. EMERGENCY TYPE EXIT SIGN, SINGLE FACE CEIUNG /PENDANT MOUNTED WITH OR WITHOUT ARROWS AS SHOWN. SHADING INDICATES ILLUMINATED FACE. EMERGENCY TYPE EXIT SIGN, SINGLE FACE WALL MOUNTED WITH OR WITHOUT ARROWS AS SHOWN. SHADING INDICATES ILLUMINATED FACE. EMERGENCY TYPE. EMERGENCY UGHT, BATTERY OPERATED PATHWAY UGHTING FIXTURE, EMERGENCY TYPE EXISTING FIXTURES (R no NEW LOCATION FOR RELOCATED) EXISTING FIXTURES TO BE REMOVED FLOODUGHT, WALL MOUNTED (ARROWS INDICATE AIMING) FLOODLIGHT, POLE MOUNTED (ARROWS INDICATE AIMING) AREA/STREET LUMINAIRE, POLE MOUNTED SINGLE AREA/STREET LUMINAIRE, POLE MOUNTED AREA/STREET LUMINAIRE, POST TOP MOUNTED UPUGHT SWITCHES & MISCELLANEOUS LIGHTING CONTROLS $ $ OS $ OS(2) $3 $D $D $F $M $T SINGLE POLE SWITCH SINGLE POLE SWITCH WITH OCCUPANCY SENSOR TWO RELAY SWITCH WITH OCCUPANCY SENSOR WATTSTOPPER WA -300 THREE -WAY SWITCH DIMMER SWITCH WALL MOUNTED DIMMING OCCUPANCY SENSOR - WATTSTOPPER WD FAN SWITCH MANUAL MOTOR STARTER (SEE MISC POWER) TIMER SWITCH RELAY $ LV?A1 LOW- VOLTAGE OVERRIDE SWITCH \`� -LCP SECfON FLOOR $a,b,c MULTIPLE SWITCH STATION SWITCHLEGS CONTROLLED RECEPTACLES SINGLE RECEPTACLE NEMA 5 -20R DUPLEX RECEPTACLE NEMA 5 -20R DUPLEX RECEPTACLE NEMA 5 -20R, ISOLATED GROUND DUPLEX RECEPTACLE NEMA 5 -20R WITH GROUND FAULT CIRCUIT INTERRUPTER DOUBLE DUPLEX RECEPTACLE SPECIAL PURPOSE DUPLEX RECEPTACLE NEMA 5 -20R, OPTIONAL STANDBY CIRCUIT DEDICATED CIRCUIT DUPLEX ELECTRICAL RECEPTACLE, MOUNTED ABOVE COUNTER (W/ TIMER IN 4 SQUARE DEEP BOX) ABOVE COUNTER RECEPTACLE SINGLE PHASE RECEPTACLE, TYPE AS INDICATED A - B - C - THREE PHASE RECEPTACLE, TYPE AS INDICATED A - B - C - RACEWAY STUB -UP WITH PEDESTAL FITTING AND WIRING DEVICE AS SHOWN POKE THRU FITTING WITH FITTING AND WIRING DEVICE AS SHOWN FLOOR BOX WITH PEDESTAL FITTING AND WIRING DEVICE AS SHOWN FLOOR BOX WITH FLUSH MOUNTED DEVICE CEIUNG - MOUNTED DUPLEX RECEPTACLE, 125V, 15A OPTIONAL STANDBY CIRCUIT WHERE NOTED MISCELLANEOUS POWER a H G GIG— m(S) o—P —P— • EQUIPMENT CONNECTION MOTOR CONNECTION NON -FUSED DISCONNECT SWITCH FUSED DISCONNECT SWITCH, FRAME AND FUSE SIZE AS SHOWN ENCLOSED CIRCUIT BREAKER, SIZE AS SHOWN MANUAL MOTOR STARTER, TOGGLE TYPE, WITH THERMAL OVERLOAD DEVICE MAGNETIC STARTER COMBINATION STARTER CONTROL STATION - TYPE AS INDICATED OR NOTED A - B - C - CABINET - TYPE AS INDICATED (SIZE TO SCALE) PANELBOARD - 120/208V (SIZE TO SCALE) PANELBOARD - 277/480V (SIZE TO SCALE) POWER TRANSFORMER KVA AS INDICATED ON ONE UNE DIAGRAM GROUND ROD GROUND BAR EMERGENCY POWER OFF (EPO) GROUND BONDING POINT TO STEEL STRUCTURE, REBAR, PIPE, ETC SEE DETAILS GROUNDING CONNECTION (TYP AS SHOWN OR NOTED) BARE COPPER GROUND CONDUCTOR, SIZE AS SHOWN J -BOX & CONDUIT W /PULL WIRE FOR FUTURE INSTALLATION (S INDICATES SPECIAL RECEPTACLE) PLUGMOLD 0 40" A.F.F., U.N.O. (RECEPT. MOUNTED • 12" O.C.) POWER POLE LOCATION 2 MISCELLANEOUS COMMUNICATIONS 41 TELE /DATA ROUGH IN; 2G BOX 3/41 CONDUIT AND 1G MUD RING ❑a TELE /DATA ROUGH IN FLOOR BOX 1" CONDUIT SECURITY ROUGH IN 0 JUNCTION BOX FOR SECURITY ROUGH IN SUPPORTED DEVICE (BY OTHERS) AS NOTED ® SECURITY PHONE ROUGH IN LOCATION ONE —LINE AND RISER DIAGRAM SYMBOLS -r XXXXAI TYYTAF XX W F- 0 O WM O XX AAA /P AAA /P EQUIPMENT CONNECTION MOTOR CONNECTION SWITCH SURGE ARRESTER TVSS DEVICE CABLE TERMINATION TO BUS CIRCUIT BREAKER WITH CURRENT UMITING FUSE FUSED SWITCH, XX FUSE AMPS, W SWITCH AMPS CURRENT TRANSFORMER ELECTRONIC POWER METER /SIEMENS KEY INTERLOCK WATT HOUR METER AMMETER VOLTMETER TRANSFORMER PANELBOARD MOTOR CONTROL CENTER MANUAL TRANSFER SWITCH (AM = AMPS, P = POLES SWITCHED) AUTOMATIC TRANSFER SWITCH (AAA = AMPS, P = POLES SWITCHED) BUSWAY WITH END TAP BOX AMPERES FAULT AVAILABLE (SYMMETRICAL) ABBREVIATIONS A AMMETER; AMPERE; AUTOMATIC; PHASE A AC ALTERNATING CURRENT; AIR CONDITIONING AFF ABOVE FNISHED FLOOR AIC AMPERE INTERRUPTING CAPACITY AMP AMPERE ATS AUTOMATIC TRANSFER SWITCH AUTO AUTOMATIC AUX AUXIUARY AWG AMERICAN WIRE GAGE BHP BRAKE HORSEPOWER BLDG BUILDING BRKR BREAKER BSMT BASEMENT C COMMUNICATIONS; CONDUIT; PHASE C CB CIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISION CKT CIRCUIT CL CURRENT UMMNG; CENTER UNE CLG CEIUNG CO CONDUIT ONLY COL COLUMN COMB COMBINATION COMM COMMUNICATIONS COMPR COMPRESSOR CONN CONNECTION CORR CORRIDOR CP CHILD PROOF CPT CONTROL POWER TRANSFORMER CR CONTROL RELAY CRT CATHODE RAY TUBE CT CURRENT TRANSFORMER CU COPPER CW COOL WHITE D DEEP DB DIRECT BURIAL DC DIRECT CURRENT DIA DIAMETER DIAG DIAGONAL; DIAGRAM DIM DIMENSION DISC DISCONNECT DISTR DISTRIBUTION DIV DMSION DN DOWN, DEDICATED NEUTRAL DPNL DISTRIBUTION PANEL DS DISCONNECT SWITCH; DOOR STRIKE POWER DWG DRAWING E EA EC ECB EGC ELEC ELEV EMER EMT EP EQUIP EWC EXH EXIST F FA FAAP FC RC FIG FIO FIXTR RA FLEX ELECTRICAL; EAST EACH ELECTRICAL CONDUCTOR ENCLOSED CIRCUIT BREAKER EQUIPMENT GROUNDING CONDUCTOR ELECTRICAL ELEVATOR EMERGENCY ELECTRICAL METALLIC TUBING ELECTRICAL PANEL; EXPLOSION PROOF EQUIPMENT ELECTRICAL WATER COOLER EXHAUST EXISTING FAHRENHEIT FIRE ALARM FIRE ALARM ANNUNCIATOR PANEL FOOTCANDLE FURNISHED AND INSTALLED BY CONTRACTOR FIGURE FURNISHED AND INSTALLED BY OWNER FIXTURE FULL LOAD AMPERES FLEXIBLE FLR FLOOR FLUOR FLUORESCENT FM FREQUENCY MODULATION FO FOIC FSD FT FTG FURN FUT FVNR FVR G GC GEN GFCI GA GFP GFR GFS GSR CRAP H HH HID HP HPS HR HTR HVAC HW rZ C EEE ES G MC N JB KV KVA KVAR KW KWH L LF LRA LTG LV M MAINT MAX MC MCB MCC MCM MECH MED MEZZ MFG MH MIN MISC MLO MM MON MTG MV N NC NEC NEG NEMA NESC NFPA NM NO OC OD OSHA OVHD FUEL OIL; FIBER OPTIC FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FIRE SMOKE DAMPER FOOT; FEET FOOTING FURNISH FUTURE FULL VOLTAGE NON - REVERSING FULL- VOLTAGE REVERSING GROUND GENERAL CONTRACTOR GENERATOR GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT INTERRUPTER GROUND FAULT PROTECTION GROUND FAULT RELAY GROUND FAULT SENSING GROUND SENSOR RELAY GENERATOR REMOTE ANNUNCIATOR PANEL HIGH; HEIGHT HANDHOLE HIGH INTENSIFY DISCHARGE HORSEPOWER; HIGH PRESSURE HIGH PRESSURE SODIUM HOUR; HOURS HEATER HEATING, VENTILATING AND AIR CONDITIONING HOT WATER HERTZ (CYCLES PER SECOND) ONIZATION NTERRUPTING CAPACITY NSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS LLUMINATING ENGINEERING SOCIETY SOLATED GROUND NTERMEDIATE METAL CONDUIT NCH JUNCTION BOX KILOVOLT KILOVOLT AMPERE KILOVOLT AMPERE REACTIVE KILOWATT KILOWATT HOUR UGHTING; LONG; LEFT UNEAL FOOT LOCKED ROTOR AMPERES UGHTING LOW VOLTAGE MONITOR; METER MAINTENANCE MAXIMUM MECHANICAL CONTRACTOR MAIN CIRCUIT BREAKER MOTOR CONTROL CENTER THOUSAND CIRCULAR MILS MECHANICAL MEDICAL; MEDIUM MEZZANINE MANUFACTURING MANHOLE; METAL HALIDE MINIMUM; MINUTE MISCELLANEOUS MAIN LUGS ONLY MIWMETER MONITOR; MONUMENT MOUNTING MEDICAL VACUUM, MERCURY VAPOR NEUTRAL; NORTH NORMALLY CLOSED NATIONAL ELECTRICAL CODE NEGATIVE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NATIONAL ELECTRICAL SAFETY CODE NATIONAL FIRE PROTECTION ASSOCIATION NON -METAWC NORMALLY OPEN; NUMBER ON CENTER OVERALL DIAMETER; OUTSIDE DIAMETER OCCUPATIONAL SAFETY AND HEALTH ACT OVERHEAD P PA PB PCB PE PED PF PL PNL PPT PRI PS PWR QTY R RAD REF REQD RMS RPM RNVR 10 S SCHED SDBC SEC SF SFD SPD SPEC SPKR SQ ST STA SW SWBD SWGR SYM SYS 3P T TA TB TC TCL TD TECH TEL TEMP THRU TV TVSS TYP UC UG UL V VA VM VP VFD W WH WHM WM WP WPS XFMR POLE; POWER; PRIMARY; PUMP PAGING; PUBUC ADDRESS PULL BOX; BUSHBUTTON POLYCHLORINATED BIPHENYL PHOTO- ELECTRIC; PNEUMATIC ELECTRIC PEDESTAL POWER FACTOR PILOT LIGHT PANEL POWER PANEL; POWER POLE; PUSH PLATE PRIMARY PRESSURE SWITCH POWER QUANTITY RECEPTACLE; RELAY; RELOCATED RADIUS REFRIGERATOR; REFERENCE REQUIRED ROOT MEAN SQUARE REVOLUTIONS PER MINUTE REDUCED- VOLTAGE NON- REVERSING SINGLE PHASE SOUTH; SWITCH SCHEDULE; SCHEDULED SOFT DRAWN BARE COPPER SECONDARY; SECOND SAFETY FACTOR SMOKE FIRE DAMPER SURGE PROTECTION DEVICE SPECIFICATION SPEAKER SQUARE SHUNT TRIP STATION SWITCH SWITCHBOARD SWITCHGEAR SYMBOL SYSTEM THREE PHASE TELEPHONE; TIME TELEVISION ANTENNA TERMINAL BOARD TELEVISION CONTROL TOTAL CONNECTED LOAD THERMAL DETECTOR TECHNICAL TELEPHONE TEMPERATURE; TEMPORARY THROUGH TELEVISION TRANSIENT VOLTAGE SURGE SUPPRESSION TYPICAL UNDER COUNTER UNDERGROUND UNDERWRITERS LABORATORIES VOLT; VOLTMETER VOLT AMPERE VOLTMETER VAPOR PROOF VARIABLE FREQUENCY DRIVE WATT; WATTMETER; WEST; WIDE; WIDTH; WIRE WATTHOUR; WATTHOUR METER; WATER HEATER WATTHOUR METER WATTMETER WATERPROOF; WEATHERPROOF WATER PRESSURE SWITCH TRANSFORMER D lo- SHEET LIST E 000 SYMBOLS AND ABBREVIATIONS E 001 SITE PLAN E-100 ELECTRICAL POWER PLAN E -200 ELECTRICAL LIGHTING PLAN E -300 ;SECURITY ROUGH IN PLAN !E-600 ONE LINE DIAGRAM AND DETAILS E -700 :ENERGY CODE COMPLIANCE Z2 RECEIVED AUG 19 2010 PERMIT CENTER SEPARATE PERMIT AND APPRO VAI. REQUIRED i!!' • 0 a) 17: 4'• s 40. a) 0 Q 0. g is m 9404 East Marginal Way South, Seattle, WA 05 -11 -12 BUILDING PERMIT Drawing Title ELECTRICAL SYMBOLS AND ABBREVIATIONS Revisions No. Description Date Drawn by KEMNA Checked by GERBER Date 8/18/2010 Project No 210022 Consultant Project No 10053 Owner Project No Drawing No E -000 J B 6/17/2010 6:22:22 PM ail ,II II I!, II II I II II III ,l r, i !II III �1 II I I ! III I, W ELECTRICAL ROOM 0 I II II I CL CT ENCLOSUR -1- 21'-3 15/32" 11 II I IIIl II', II II 'I II II ,.l 1_11. Lll FLAG NOTES: APPROXIMATE EXISTING SERVICE ENTRANCE LOCATION, (2) 4 "C. SERVICE TO BE DEMOLISHED. EXISTING (2) 4" WEATHERHEADS, SCL CONNECTION,- POINT TO BUILDING 904 TO BE DEMOLISHED. APPROXIMATE LOCATION OF EXISTING 48OV, 600A OVERHEAD SERVICE TO BE DEMOLISHED. :NEW AIR PARK SERVICE rn (2) 4"C. _ �- t - - - II-- H �/ ! i 41 3' 7' t(2? 4 "c 444 PULL yAyLT i I EXISTING 814 VAULT I tt6i2Z RECEIVED AUG 19 2010 PERMITCENTER PERMIT MIT AND - - __ APPROVAL OVA REQUIRED C) C e- � �n 'C � O0 a) = co MM ) C U U o 6 N < w = — () I— U -Q C (`7 a)UM 0 t y V a) Tao y Museum of Flight Building Permit 9404 East Marginal Way South, Seattle, WA BUILDING PERMIT Drawing Title ELECTRICAL SITE PLAN Revisions No. Description Date Drawn by KEMNA Checked by GERBER Date 8/18/2010 Protect No 210022 Consultant Project No 10053 Owner Project No Drawing No E -001 '' PANEL 2GA1 PANEL 2GA2 DIMMING WP Pill■NEL 2G3A 1" C.O. #10 1 " C.O. #10 METAL SHOP RELOCATION: (4) 120V 20A RECEPTS (1) 220V 50A RECEPT (1) VENT FAN #10 208V 10 WP 2GA1 -23 WP Iv1ETER SCL CT ENCLOSURE __ EXTERIOR OF BUILDING (36 "x48 "x1 1 ") s' PANEL 4GA1 A.. DOO V OPERATOR l220PV 10 `IfiIAN9'', DRY }R HAND DRYER HAND DRYER �V I I f _ '\1\ \1\1 is f 1' 'II� },� �I1 I ----- ,T— 11 ,1 NEW PULL VAULT TO INTERCEPT EXISTING LOW VOLTAGE AND DATA TO AIR PARK #10 6/17/2010 6:22:22 PM - 1 WP AIR PARK SERVICE ANEW LOCATION ,'IRRIGATION CONTROLLER; " VERIFY LOCATION AND POWER AND GROUNDING REQUIREMENTS - ' j 2GA1 -7 2GA1-9,11 208V -- OUTLET FOR ESPRESSO MACHINE 2 n DEDICATED 20A CIRCUIT TO DOUBLE DUPLEX RECEPTACLE AT ENTRY BOOTH FLAG NOTES: PROVIDE FSR -500P FLOOR BOX. PROVIDE (2) DUPLEX RECEPTACLES AND (1) 1" CONDUIT FOR COMMUNICATIONS CABLING. CIRCUIT THREE FLOOR BOXES TO A 20A CIRCUIT. PROVIDE 4 "X4 "X12" (NOT DRAWN TO SCALE FOR CLARITY) GUTTER; 1 FOR POWER AND 1 FOR COMMUNICATIONS AT LOCATIONS INDICATED. DOUBLE DUPLEX CONVENIENCE RECEPTACLE LOCATED ABOVE POWER GUTTER. PROVIDE ELECTRICAL CONNECTION FOR ROLL UP DOOR. PROVIDE CONTROL WIRING AND INSTALLATION OF DOOR VENDOR- PROVIDED DOOR CONTROL PUSH BUTTON. DOOR CONTROLLER TO HAVE INPUT CONTACTS TO TIE INTO SECURITY SYSTEM FOR CONTROL. EQUIPMENT LOCATED ON ROOFTOP; PROVIDE WEATHERPROOF GFCI RECEPTACLE AS SHOWN; ALL EXTERIOR MOUNTED DISCONNECTS AND FITTINGS TO BE APPROPRIATE FOR OUTDOOR LOCATION. SIX DEDICATED 20A RECEPTACLES, 4' ON CENTER, '18" AFF MOUNTING. REPLACE EXISTING- BATH ROOMCEItI NG FAN WITH- NEW -� FAN, AS INDICATED. 60A PANEL FOR EVENTS; LOCATION TBD. 200 AMP MCB EVENT PANEL. NEMA 3R. DISCONNECT IS FACTORY FURNISHED; PROVIDE TWO ELECTRICAL CONNECTIONS TO THIS PIECE OF EQUIPMENT. 10 -iii RECEIVED AUG 19 2010 PERMIT CENTER SEPARATE APPROVAL REQUIRED Museum of Flight Building Permit 9404 East Marginal Way South, Seattle, WA 05 -11 -12 BUILDING PERMIT Drawing Title ELECTRICAL POWER PLAN Revisions No. Description Date Drawn by KEMNA Checked by GERBER Date 13/15/2010 Protect No 210022 Consultant Project No 10053 Owner Project No Drawing No E -100 6/17/2010 6:22:22 PM \ \ , , 1 , 1 , I i , I I I 1 _ L\ i , \ , I i i 1 i , i r- , , ' h \ ; \ I I h I ; hhi It ; \ I; \ h \ \ ' ' I ' ; 1; ; ; ; ____h ill; \ lh Il 1 \ \ \ \ ' 1; ; 1 ; ' \ \ \ . ' hlhh ; Ihh i 1 . 1 ; ; \ h, / ; I:I • _ -- -; hy- ; ; ;; 1- - I ; 40 \I„ , ,--r------ . ....... _.. ........ - ... _ - ........ ----------- -- ----- I– - -- ' -- --- -----iiii-,--i------------ -- - - - - - - — . — ------- --• -• , 1 • -- \ .......... ...... ■ • . ....... - ..... 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' h •-•'-' , - ) ) \ - - - - - , i t 1 Id 1 i I.„,„___ ---- .. --- -----.\-.:-_-_-=';••-` ----- \ ,:-t-• r : ', • \ ,, ) ,,,...c•,....___,.... • j'''• _ ...... ____ 1 i • h \, ; ii 1 1 .1. „ ), :\ \ \ !ILI \ ),Li.:,..,,, ; • i I, / i J11 1 h h 1 11 h • I 1 1 1.1 , \ I - iIi 1 ___ _ .. - -- ------j 1. 11-10— - __ __ _- --- - 1 V-- )8( )8( t 1 / I l.h . 1 i r ! i I _ )8( )8( )8( C.O. It 1 I r =W_ , jJ _ ----j I - 7-I,7-th77/57'\1\7-777.7\-:',\\'' - • 1» C.O. - • _ _ _ _ I - - ------ __ 4 4_ ( j_j) .=) 2 \ 3 FLAG NOTES: 1" CONDUIT FROM ELECTRICAL ROOM TO ROOF TRUSSES FOR FUTURE HIGH—LEVEL EXHIBIT LIGHTING. ■ • 4 ) RECEIVED AUG 19 2010 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED W 'a 2 2 eci CI- C' °K ff w aJ w 4e3 Building Permit 9404 East Marginal Way South, Seattle, WA 05-11-12 BUILDING PERMIT Drawing Title ELECTRICAL LIGHTING PLAN Revisions No. Description Date Drawn by KEMNA Checked by GERBER Date 8/13/2010 Project No 210022 Consultant Project No Owner Project No Drawing No E-200 • SECURITY (CARD READER) F! r- f 7 S CUR TY (i G SECURITY (INTERIOR PTZ CAMERA) PROVIDE 120V POWER ©j SECURITY (PIR) (INTERIOR CAMERA) __ =a ©j SECURITY (I A ON S) (PIR) SECURI (EXTERI + R FIXED' AMERA) ;SECURITY." (CARD READER) SECURITY '(PIR) SE6URITY' (MAG CONTACTS) SECURITY (EXTERIOR PTZ CAMERA) ,-PROVIDE 120V POWER SECURITY (INTERIOR CAMERA) i OSECURITY (PIR) SECURITY G (CARD READER) SECURITY 120= RA) SECURITY TERIOR CAMERA) SECURITY (INTERIOR PTZ CAMERA) PROVIDE 120V POWER SECURITY (MAG CQNTACT)�SEt tTY SECURITY (IN ERIOR CAMERA); (PI•) ECURITY READ SECURITY ®(PIR) FLAG NOTES: RELOCATE TO CORNER PoE. CONDUIT ONLY. SECURITY PHONE. CONDUIT ONLY. RELOCATE PoE. CONDUIT ONLY. CARD READER ON RIGHT SIDE OF DOORS. LOCATION 30 -BE-- DETERMINED. - APPROX F40 ° =12' AFF) PoE. SECURITY LIGHTING. RELOCATE, __120_V_.._AND DATA CONDUTT. ROLL UP DOOR CONTROLLER TO BE SPECIFIED WITH AUX CONTACT TO ENABLE REMOTE ACTUATION VIA SECURITY PANEL. RELOCATE TO OUTSIDE CORNER AS HIHG AS POSSIBLE (POWER AND DATA) MOUNT CAMERAAT APPROXIMATELY 20' AFF LOCATION ( TO BE VERIFIED BEFORE INSTALLATION (120V AND DATA). RECEIVED AUG 19 2010 PERMIT CENTER SEPARATE T PER AND APPROVAL REQUIRED Building Permit 9404 East Marginal Way South, Seattle, WA 05 -11 -12 BUILDING PERMIT Drawing Title SECURITY ROUGH IN PLAN Revisions No. Description Date Drawn by KEMNA Checked by GERBER Date 8/18/2010 Project No 210022 Consultant Project No 10053 Owner Project No Drawing No E -300 6/17/2010 6:22:22 PM COPPER FEEDER SCHEDULE CODE AMPS CONDUIT SIZE CONDUCTOR SIZE GROUND CONDUCTOR 20C 20 3/4 (3) #12 #12 20D 20 3/4 (4) #12 #12 30B 30 3/4 (2) #10 #10 30C 30 3/4 (3) #10 #10 30D 30 3/4 (4) #10 #10 40B 40 3/4 (2) #8 #10 40C 40 3/4 (3) #8 #10 40D 40 3/4 (4) #8 #10 50B 50 3/4 (2) #8 #10 50C 50 3/4 (3) #8 #10 50D 50 3/4 (4) #8 #10 50DT 50 3/4 (4) #8 #8 60B 60 3/4 (2) #6 #10 60C 60 3/4 (3) #6 #10 60D 60 1 (4) #6 #10 60DT 60 1 (4) #6 #8 70B 70 1 (2) #4 #8 70C 70 1 (3) #4 #8 70D 70 1-1/4 (4) #4 #8 80C 80 1 . (3) #4 #8 80D 80 1-1/4 (4) #4 #8 90C 90 1-1/4 (3) #2 #8 90D 90 1-1/4 (4) #2 #8 100C 100 1-1/4 (3) #2 #8 100D 100 1 -1/4 (4) #2 #8 100DT 100 1 -1/4 (4) #2 #8 100E 100 2 (5) #1/0 #8 100ET 100 2 (5) #1/0 #8 125C 130 1-1/4 (3) #1 #6 125D 130 1 -1/2 (4) #1 #6 125E 136 2 (5) #1/0 #6 150C 150 2 (3) #1 /0 #6 150D 150 2 (4) #1/0 #6 150DT 150 2 (4) #1/0 #6 150E 140 2 -1/2 (5) #2/0 #6 150ET 140 2-1/2 (5) #2/0 #6 175C 175 2 (3) #2/0 #6 175D 175 2 (4) #2/0 #6 175E 160 2-1/2 (5) #3/0 #6 200C 200 2 (3) #3/0 #6 200D 200 2 -1/2 (4) #3/0 #6 200E 208 2 -1/2 (5) #410 #6 225C 230 2 (3) #4/0 #4 225D 230 2 -1/2 (4) #4/0 #4 225DT 230 2 -1/2 (4) #4/0 #2 225E 232 2 -1/2 (5) 250 kCMIL #4 225ET 232 2 -1/2 (5) 250 kCMIL #2 250C 255 2 -1/2 (3) 250 kCMIL #4 250D 255 2 -1/2 (4) 250 kCMIL #4 250E 256 2 -1/2 (5) 300 kCMIL #4 300C 285 2-1/2 (3) 300 kCMIL #4 300D 285 2 -1/2 (4) 300 kCMIL #4 300E 280 3 -1/2 (5) 350 kCMIL #4 400C 380 3 (3) 500 kCMIL #2 400D 380 3 (4) 500 kCMIL #2 400DT 380 3 (4) 500 kCMIL #1/0 400E 380 3 -1/2 (5) 600 kCMIL #2 400ET 380 3 -1/2 (5) 600 kCMIL #1/0 /A AL iM A /IA M .4r..;A PULE T• :\ J H (Err 2 CT PANEL L80Y/277V 400A MCB PANEL 80Y/277V 100A MCB TRANSFORMER 480:208Y/120V - 45 KVA VAFII T 1.1 PArrilE C LV GjiE PEP [__ACE PA E1= l._ 4H.3. W T [VIEW 400A 3 u 450/277V PAI'1E!,. —1-;,'Civi 10( =)A. SUB— =FED 11EW • DOUA SEPV C= - NTRAvICE PAHF HEADS. H H -ET 'A ='EA D[ VI V[ LATH W TH 4U A CONDUCT() A / r-13. E —NICE E[ EADTO( 4W HHEA<EP E —[ EED ))C.N/ SUB TPA[LCE c.' ,i•.1DC'UITEG EPOM CAI\ [NHP =)L..SH CT CAN ,:U, 1 I—HEMC?V- Fl—);. RAND L 4A-1 D. TE \/V Pi-PA/ [) I ( /V PAL, )WE PAN _E F r . )JEMA iG EEE R(iC PANEL 4H3 400A MCB TRANSFORMER 480:120/208V 45 KVA CT PANEL 4G1A 600A MCB -SE � CI.I 1AI' I( /\H iD H TRANSFORMER 480:120/208V TBD KVA VIi�„( LCP 2G1A 208Y/120 400A MCB DIMMING 2G1 B 208Y/120 400A MLO 2G2A 208Y/120 60A MCB 2G3A 208Y/120 200A MCB PST HLCC)PH VAUE�I Dlo -LZ�- 4 RECEIVED AUG 19 2010 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED ci c L° m L0 .= WHO N Lao N °° c 01 N 2 N .r C M a) 0 M N. 2 Ira w 7.• isc U) a) co 0 Museum of Flight Building Permit 9404 East Marginal Way South, Seattle, WA 05 -11 -12 BUILDING PERMIT Drawing Title ONE LINE DIAGRAM AND DETAILS Revisions No. Description____ Date Drawn by KEMNA Checked by GERBER Date 811812010 Protect No 210022 Consultant Project No 10053 Owner Project No Drawing No E -600 6/17/2010 6:22:22 PM Exterior Lighting Summary LTG -EXT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info ProjAddres SPACE SHUTTLE GALLERY -M USEUM OF FLIGHT Date 8/17/2010 9404 EastM arginalw ay South For Building Department Use Main Entry M ain Entry -East 30 W /LFof doorwidt Tukwila, W A 98108 Name: PRM E ELECTRIC /RICK SRd PSON Appl. Name: 13301SE 26TH ST BELLEVUE,WA 98005 Appl. Phone (425) 747 -5200 Project Description 420.0 ❑ plans Included requirements. M anm Plaza atEast Fagade 0.2 W /ft2 ❑ New v+ Addition ❑ Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option Breezeway atWestEntyy 0.2W /ft2 Clear 0 Lighting Pow er Allow ance • Systems Analysis • REAR BREEZEWAY M 1 -POLE LIGHT Building Grounds (luminaires > 100 Watts) 170.0 motion Sensor 0.80 552.0 ,• Efficacy > 60 lumens /W ❑ Controlled by ❑ Exemption (list) 160.0 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allow ed Watts 34809.5 8 Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting LOBBY M 2 -M ETAL HALIDEWALLWASHER ' ❑ Less than 60% of the fixtures new , installed w attage not increased, & space use not 45.0 495.0 Tradable Maximum Allowed Lighting Wattage Tradable Locations Description Allowed Watts per ft2 or per If Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Main Entry M ain Entry -East 30 W /LFof doorwidt 6.0 180.0 Other Entries O therEntrres 20 W /LFof door w idt 21.0 420.0 Grounds Walkways >10'wide M anm Plaza atEast Fagade 0.2 W /ft2 2247.0 449.4 Grounds Walkways >10'wide Breezeway atWestEntyy 0.2W /ft2 1771.0 354.2 45.0 45.0 REAR BREEZEWAY M 1 -POLE LIGHT 1 Tradable Proposed Lighting Wattage Total Allow ed Watts 1403.6 Use mfgr listed maximum input w attage. For fixtures w ith hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. Location Fixture Description Number of Fixtures Watts / Fixture Watts Proposed BUILDING ENTRIES - L8 -LED DOW NLIGHT 5 13.0 65.0 FRONT ENTRY WALKWAY L4 -LED FIXTURE 5 12.0 60.0 REAR CANOPY L3 -LED DOWNLEGHT 3 45.0. 135.0 REAR CANOPY M 2 -M ETAL HALIDE ACCENT L3GHT 1 45.0 45.0 REAR BREEZEWAY M 1 -POLE LIGHT 1 170.0 170.0 0.80 552.0 441.6 - 160.0 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Non- Tradable Maximum Allowed Lighting Wattage otal Proposed Watts 475.0 Non - Tradable Locations Description Allow ed Watts per ft2 or per If Area (ft2), perimeter. (If) or # of items Allow ed Watts x ft2 (or x If) RM Tukwila,WA 98108 Applicant Name: PRMEELECTRIC /RICKSMPSON Applicant Address: 13301SE 26TH ST BELLEVUE,WA 98005 Applicant Phone: (425) 747 -5200 Project Description 33575.1 ❑ plans Included requirements. 101 ❑ New Building 4o, Addition ❑ Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 170.0 136.0 • Prescriptive 0 Lighting Pow er Allow ance Non - Tradable Proposed Lighting Wattage Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed RM Tukwila,WA 98108 Applicant Name: PRMEELECTRIC /RICKSMPSON Applicant Address: 13301SE 26TH ST BELLEVUE,WA 98005 Applicant Phone: (425) 747 -5200 Project Description 33575.1 ❑ plans Included requirements. 101 ❑ New Building 4o, Addition ❑ Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 170.0 136.0 • Prescriptive 0 Lighting Pow er Allow ance Proposed Watts may not exceed Allow ed Watts for Category Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address SPACE SHUTTLE GALLERY -M USEUM OF FLINHT Date 8/17/2010 9404 EastM argnia1W ay South For Building Department Use RM Tukwila,WA 98108 Applicant Name: PRMEELECTRIC /RICKSMPSON Applicant Address: 13301SE 26TH ST BELLEVUE,WA 98005 Applicant Phone: (425) 747 -5200 Project Description 33575.1 ❑ plans Included requirements. 101 ❑ New Building 4o, Addition ❑ Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 170.0 136.0 • Prescriptive 0 Lighting Pow er Allow ance • Systems Analysis • Clear (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) 0.80 Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting F1 -LINEAR STRIP ❑ Less than 60% of the fixtures new , installed w attage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor/room no.) Occupancy Description Allowed Watts per ft2 ** Area in ft2 Allow ed x Area RM 102 21 MUSEUM GALLERY 2.42 13874.0 33575.1 RM 101 32.0 VESTIBULE 0.80 170.0 136.0 84.0 RM 101 F3A - LINEAR DOWNLIGHT ENTRY LOBBY AND CORRIDOR 0.80 821.0 656.8 F1 -LINEAR STRIP 13 32.0 RESTROOMS 0.80 552.0 441.6 - 160.0 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allow ed Watts 34809.5 Proposed Lighting Wattage Location (floor/room no.) Fixture Description Number of Fixtures Watts / Fixture Watts Proposed RM 102 L7 -A ffineon D L-4000 waan white 21 190.0 3990.0 RM 102 F2- CFL DOW NL3GHT 1 32.0 32.0 RM 101 F3- LINEAR DOW NL3GHT 3 28.0 84.0 RM 101 F3A - LINEAR DOWNLIGHT 3 28.0 84.0 RESTROOM F1 -LINEAR STRIP 13 32.0 416.0 RESTROOM F2 -CFL DOW NIAGHT 5 32.0 160.0 CORRIDOR F2- CFL DOW NIAGHT 8 32.0 256.0 LOBBY M 2 -M ETAL HALIDEWALLWASHER ' 11 45.0 495.0 LOBBY M3 -METAL HALIDE ACCENTDOWNL3GHT 2 45.0 90.0 LOBBY L3 -LED DOW NLIGHT 4 45.0 180.0 Total Proposed Watts may not exceed Total Allow ed Watts for Interior Total Proposed Watts 5787.0 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input w attage of the fixture (not simply the lamp w attage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire w attage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. Energy Use Summary C &S Gallery (Scheme 3 or 6 Type Fixture Description omments L7 Affineon DL -4000 warm white C &S Other Interior Spaces Type Fixture Description F2 CFLdownlight M2 Metal halide Wallwasher M3 Metal halide accentlight L3 LED downlight cove striplight Quantity House, special event and emergency 21 190: 3990i lighting Fl Site Lighting Type Fixture Description Quantity L8 Wall mounted LED at Exits ,Quantity IWatts 121 11 451 495= 451 90; 45` 90 13i 321 416:! Total 321 384: L4 Front plaza seat wall lights F3A and Watts Total 1 12 36 Wattage varies with size from 3 -12 watts F3B Front canopy linear downlights 7 281 196! L3 Back Canopy downlights 3 321 96 M1 Lamppost at back plaza 1` 170! 170= 3 RECEIVED AUG 19 2010 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED a) 0 a) 7.; a) 0 u as 0) c co 2 Building Permit 9404 East Marginal Way South, Seattle, WA 05 -11 -12 BUILDING PERMIT Drawing Title ENERGY CODE COMPLIANCE Revisions No. Description Date Drawn by KEMNA Checked by GERBER Date 8/15/2010 Project No 210022 Consultant Project No 10053 Owner Project No Drawing No E -700