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HomeMy WebLinkAboutPermit D08-343 - STARFIRE SPORTS - ADDITION, LOCKER ROOM AND LOUNGESTARFIRE S RTS 14800 STARFIRE WAY Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Phone: 2954900426 14800 STARFIRE WY TUKW STARFIRE SPORTS 14800 STARFIRE WAY , TUKWILA WA TUKWILA CITY OF 6200 SOUTHCENTER BLVD , TUKWILA WA 98188 Contact Person: Name: BROOKE BOONE Address: 31632 102 AV NE , AUBURN WA 98092 Phone: 253 - 261 -5768 Citylf 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 Contractor: Name: DUCHESS CONSTRUCTION INC Address: 15875 FOREST CANYON RD E , SUMNER WA 98390 Phone: 253 891 -2016 Contractor License No: DUCHECI038NJ Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 $586,133.59 SPRINKLERS II -A DEVELOPMENT PERMIT DESCRIPTION OF WORK: ADDITION TO EXISTING SPORTS FACILITY AND REMODEL OF EXISTING SPACE FOR LOCKER ROOM AND LOUNGE FOR PROFESSIONAL SPORTS TEAM Fees Collected: International Building Code Edition: Occupancy per IBC: * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Expiration Date: 09/13/2009 D08 -343 09/15/2008 03/14/2009 $7,713.30 2006 5 D08 -343 Printed: 09 -15 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: City 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 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Profit: N Non- Profit: N Water Main Extension: N Private: Public: Water Meter: N 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 •'ve aut •rity to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am oriz ` to sign and obtain this development permit. Signature: Permit Number: D08 -343 Issue Date: 09/15/2008 Permit Expires On: 03/14/2009 Date: l ` Date: Print Name: �' . �/" �'P r � •11 5' This permit shall become null and(roid 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 D08 -343 Printed: 09 -15 -2008 Parcel No.: 2954900426 Address: Suite No: Tenant: doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 14800 STARFIRE WY TUKW STARFIRE SPORTS PERMIT CONDITIONS 6: The special inspections and verifications for concrete construction shall be required. eul'sm 3 Permit Number: Status: Applied Date: Issue Date: D08 -343 ISSUED 06/24/2008 09/15/2008 1: 2: ** *BUILDING DEPARTMENT CONDITIONS * ** 3: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 4: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 5: 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. 7: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 8: Installation of high- strength bolts shall be periodically inspected in accordance with ALSC specifications. 9: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 10: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 11: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 12: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 13: 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. 14: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 15: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. D08 -343 Printed: 01 -07 -2009 22: ** *FIRE DEPARTMENT CONDTITONS * ** 24: Maintain fire extinguisher coverage throughout. doc: Cond -10/06 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tulcwila.wa.us 16: 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. 17: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 18: 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. 19: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 20: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 21: 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. 23: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 25: 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) 26: 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) 27: 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) 28: 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) 29: The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of egress except projections permitted by this chapter. The required capacity of the means of egress system shall not be diminished along the path of egress travel (1PC 1003.6) 30: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 31: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the D08 -343 Printed: 01 -07 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 32: 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) 33: 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) 34: 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) 35: 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. 36: Combustible material shall not be stored in exits or exit enclosures. (IFC 315.2.2) 37: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 38: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 39: All new sprinkler 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 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) 40: 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) 41: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 42: 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) 43: 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) 44: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) doc: Cond -10/06 D08 -343 Printed: 01 -07 -2009 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 45: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (IFC 703.1) 46: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 47: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 48: These plans were reviewed by Inspector 0700. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 49: ** *PLANNING DEPARTMENT* ** 50: Soil excavation shall be limited to one foot beyond the footprint of the proposed addition. 51: Install protective fencing around the sycamore tree as indicated on the site plan prepared by Greenforest Incorporated dated November 25, 2008. Once the fencing is installed contact Brandon Miles at (206) 431 -3684 or via email at bmiles@ci.tulcwila.wa.us for an inspection. You must provide at least one business day notice. 52: No construction activities or storage of materials is permitted within the protected, fenced area of the tree. 53: Pruning of low branches of the tree is permitted provided pruning is supervised by an individual certified by the International Society of Arboriculture. 54: ** *PLANNING CONDITION, REVISION 3 * ** 55: All work constructed as part of this revision shall be consistent with the arborist report prepared by Greenforest Inc. dated 1/5/09. 56: FINISHED FOR NEW TRASH ENCLOSURE TO MATCH FINISHES OF OLD TRASH ENCLOSURE. doc: Cond -10/06 * *continued on next page ** D08 -343 Printed: 01 -07 -2009 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: 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.tulcwila.wa.us Print Name - c vlt—i doc: Cond -10/06 D08 -343 Date: I O / ordinances governing or local laws regulating Printed: 01 -07 -2009 Parcel No.: 2954900426 Address: Suite No: Tenant: doc: Cond -10/06 STARFIRE SPORTS 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 14800 STARFIRE WY TUKW PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -343 ISSUED 06/24/2008 09/15/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 7: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 8: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 9: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 10: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 11: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 12: 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. 13: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, N, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 14: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 15: All construction shall be done in conformance with the approved plans and the requirements of the International D08 -343 Printed: 12 -04 -2008 Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 16: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 17: 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. 18: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 19: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 20: 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 Thkwila 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. 21: ** *FIRE DEPARTMENT CONDITIONS * ** • City of Tukwila 23: Maintain fire extinguisher coverage throughout. 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 22: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 24: 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) 25: 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) 26: 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) 27: 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) 28: The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of egress except projections permitted by this chapter. The required capacity of the means of egress system shall not be diminished along the path of egress travel (WC 1003.6) 29: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 30: 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) doc: Cond -10/06 D08 -343 Printed: 12 -04 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 31: 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) 32: 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) 33: 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) 34: 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. 35: Combustible material shall not be stored in exits or exit enclosures. (IFC 315.2.2) 36: 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) 37: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 38: 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) 39: 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) 40: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 41: 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) 42: 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) 43: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 44: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof doc: Cond -10/06 D08 -343 Printed: 12 -04 -2008 doc: Cond -10/06 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (IFC 703.1) 45: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 46: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 47: These plans were reviewed by Inspector 0700. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 48: ** *PLANNING DEPARTMENT*** 49: Soil excavation shall be limited to one foot beyond the footprint of the proposed addition. 50: Install protective fencing around the sycamore tree as indicated on the site plan prepared by Greenforest Incorporated dated November 25, 2008. Once the fencing is installed contact Brandon Miles at (206) 431 -3684 or via email at bmiles @ci.tukwila.wa.us for an inspection. You must provide at least one business day notice. 51: No construction activities or storage of materials is permitted within the protected, fenced area of the tree. 52: Pruning of low branches of the tree is permitted provided pruning is supervised by an individual certified by the International Society of Arboriculture. * *continued on next page ** D08 -343 Printed: 12 -04 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: 7 / A2 —_ Print Name: Zr cro 1 /c/ «O & t--- -- doc: Cond -10/06 Date: / d g ordinances governing or local laws regulating D08 -343 Printed: 12 -04 -2008 Parcel No.: 2954900426 Address: Suite No: Tenant: doc: Cond -10/06 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 14800 STARFIRE WY TUKW STARFIRE SPORTS 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -343 ISSUED 06/24/2008 09/15/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 7: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 8: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 9: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 10: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 11: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 12: 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. 13: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 14: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 15: All construction shall be done in conformance with the approved plans and the requirements of the International D08 -343 Printed: 09 -15 -2008 • 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 Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 16: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 17: 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. 18: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 19: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 20: 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. 21: ** *FIRE DEPARTMENT CONDITIONS * ** 22: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 23: Maintain fire extinguisher coverage throughout. 24: 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) 25: 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) 26: 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) 27: 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) 28: The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of egress except projections permitted by this chapter. The required capacity of the means of egress system shall not be diminished along the path of egress travel (IFC 1003.6) 29: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 30: 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) doc: Cond -10/06 D08 -343 Printed: 09 -15 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 31: 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) 32: 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) 33: 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) 34: 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) 35: Combustible material shall not be stored in exits or exit enclosures. (IFC 315.2.2) 36: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IF'C 901.4) 37: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 38: 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) 39: 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) 40: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 41: 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) 42: 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) 43: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 44: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof doc: Cond -10/06 D08 -343 Printed: 09 -15 -2008 • 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 coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (IFC 703.1) 45: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 46: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 47: These plans were reviewed by Inspector 0700. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond - 10/06 D08 -343 Printed: 09 -15 -2008 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: doc: Cond - 10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Date: e).7 D08 -343 Printed: 09 -15 -2008 CITY OF TUKWILP Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://nww.ci.tukwila.wa.us SITE LOCATION 295 otizc, Site Address: 141P c v suse-Fae Tenant Name: STA(Lf ars Property Owners Name: TAV P11 =_ 5FbvT5 Mailing Address: 4Fpb CONTACT PERSON - who do we contact when your permit is ready to be issued Name: h5 * L C�C�pI 1Iv Contact Person: :5- FXaG{: iNi Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** Mailing Address: 31(p2 t 02- t JO ME kF' E -Mail Address: elE5C0 l(o2 ?'4OL--1d"l Company Name: D A \ b3sE f 24 tE OT Contact Person: 1:) V V eef- E -Mail Address: 17At�1/- SC'11�.� -COIF Company Name: -si IJFISTOS 1\10 --\'NEt Mailing Address: q (o�tci V�i� ,4 JE NC Contact Person: 4LLetJ E -Mail Address: A t..L4 r �NV�/564TitE CO/� 0:\Applications \Forms- Applications On Line\3 -2006 - Permit Application :doc Revised: 9 -2006 bh • Building Permit No. 1)o --&1-43 Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) King Co Assessor's Tax No.: 2 32304c' CJ' Suite Number: Floor: New Tenant: ❑ Yes No TDYLWI - City State Day Telephone: (2 2621 S76 A-o eel 1ru 4 98o9Z City State Zip Fax Number: (2-3) 68,24 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: DUC. -4fSS G)NsTp 1 NC- Mailing Address: 3 I (d - J1— 102„-0 ,4 N.F / , v ) J 1A)4 ci ►` . Zip City State Day Telephone: (2 201 E -Mail Address: h?P1(X`NE 1t9(02.Ca r4o1 . - C'al1 Fax Number: Contractor Registration Number: GCC7I 1 C.1 O a3 t Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Mailing Address: r'- I?LCI45�IJ City r State Zip Day Telephone: ( Fax Number: (201 842 -93ein ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record ,ai1>...>` \N/1 cr. & Is City State Zip Day Telephone: (z 525 Fax Number: (2/1;;) Page I of 6 BUILDING PERMIT INFO ION - 206 - 431 -3670 Valuation of Project (contractor's bid price): S , Existing Building Valuation: $ Scope of Work (please provide detailed information): AO 1101 TO / Sp 6 rACt 6F r SSE NEW LC:6c rm A- ) LW.JI\ -7E rbl- 192e o 1■I4L._ T - Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below 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) 4r *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: T) • Compact: Will there be a change in use? ❑ Yes Q:\ApplicanonsWorms- Applications On Line\ -2006 - Permit Application.doc Revised: 9-2006 bh ('No If yes, a separate permit and plan submittal will be required. Handicap: No If `yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ' No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. ❑ None ❑ Other (specify) Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor 4 22 33 2_205 '2-041 -A- 4-3 A 2 Floor n 4 Iq6 G I 11---- 4 3 Floor (0Q)3 l T -A S Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFO ION - 206 - 431 -3670 Valuation of Project (contractor's bid price): S , Existing Building Valuation: $ Scope of Work (please provide detailed information): AO 1101 TO / Sp 6 rACt 6F r SSE NEW LC:6c rm A- ) LW.JI\ -7E rbl- 192e o 1■I4L._ T - Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below 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) 4r *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: T) • Compact: Will there be a change in use? ❑ Yes Q:\ApplicanonsWorms- Applications On Line\ -2006 - Permit Application.doc Revised: 9-2006 bh ('No If yes, a separate permit and plan submittal will be required. Handicap: No If `yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ' No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. ❑ None ❑ Other (specify) Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application bh 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. BUILDIN Signature: Print N Mailing Address: 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. OW R AUTHORIZED AGENT: 0 . • I Date Application Accepted: I,, L . �j (CLL. 1 — D 0 Q:Mppheations'Forns- Apphcanons On Ltn63.2006 - Permit Application.doc Revised: 9 -2006 Day Telephone: City Date: /,) ( � Doi 4,09 - n68S State Staff Initials: Zip Date Application Expires: Page 6 of 6 Parcel No.: Address: Suite No: Applicant: Receipt No.: R09 -00030 Initials: LAW User ID: 1632 Payee: ACCOUNT ITEM LIST: Description doc: Receiot -06 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us 2954900426 14800 STARFIRE WY TUKW STARFIRE SPORTS STARFIRE SPORTS TRANSACTION LIST: Type Method Descriptio Payment Check 10613 BUILDING - NONRES PLAN CHECK - NONRES 1,227.60 Account Code 000/322.100 000/345.830 RECEIPT Amount Permit Number: Status: Applied Date: Issue Date: Payment Amount: $1,227.60 Payment Date: 01/07/2009 03:25 PM Balance: $0.00 Current Pmts 744.00 483.60 Total: $1,227.60 D08 -343 ISSUED 06/24/2008 09/15/2008 1213 01/07 9707 TOTAL 1227.60 Printed: 01 -07 -2009 Parcel No.: Address: Suite No: Applicant: Initials: WER User ID: 1655 Payee: ACCOUNT ITEM LIST: Description 2954900426 14800 STARFIRE WY TUKW STARFIRE SPORTS Receipt No.: R08 -03873 STARFIRE SPORTS Payment Check 10386 PLAN CHECK - NONRES City i f Tukwila TRANSACTION LIST: Type Method Descriptio 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 Amount Account Code 000/345.830 RECEIPT 60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 Payment Date: 12/04/2008 01:27 PM Balance: $0.00 Current Pmts 60.00 Total: $60.00 D08 -343 ISSUED 06/24/2008 09/15/2008 0183 12/04 9707 TOTAL 60.00 doc: Receipt -06 Printed: 12 -04 -2008 Parcel No.: 2954900426 Address: Suite No: Applicant: STARFIRE SPORTS Receipt No.: R08 -03268 Initials: JEM User ID: 1165 Payee: ACCOUNT ITEM LIST: Description doc: Receiot -06 14800 STARFIRE WY TUKW STARFIRE SPORTS TRANSACTION LIST: Type Method Payment Check PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www. ci. tukwila. wa. us Descriptio 10002 Amount Account Code 000/345.830 RECEIPT 60.00 Current Pmts 60.00 Total: $60.00 0 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 D08 -343 ISSUED 06/24/2008 09/15/2008 Payment Date: 09/16/2008 12:20 PM Balance: $0.00 7399 ;?9/16 7 707 TOTAL L0.00 Printed: 09 -16 -2008 Parcel No.: 2954900426 Address: 14800 STARFIRE WY TUKW Suite No: Applicant: STARFIRE SPORTS Receipt No.: R08 -02250 Initials: WER User ID: 1655 Payee: STARFIRE SPORTS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 9491 7,713.30 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE • 0 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 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Total: $7,713.30 Permit Number: D08 -343 Status: PENDING Applied Date: 06/24/2008 Issue Date: Payment Amount: $7,713.30 Payment Date: 06/24/2008 10:52 AM Balance: $0.00 4,672.00 3,036.80 4.50 4064 06/24 9711 TOTAL 7713.30 doc: Receiot -06 Printed: 06 -24 -2008 COMMENTS: Type of Inspection: J Date Called: 4 1 1k LA) Special I Q(. P S t 1. rtt Date Wanted: ( a.m. p.m. i Phone No: C fre 1 ()' iw llk c/ t3Q,L,d ,1 �-c..rA . 'n, L 4k -ro iu t t i ._ o , , i-b . 4 ti-to-f d 7, toklvt. Prod c Type of Inspection: Address: ) tirt Date Called: r2 " Special I Q(. P S t 1. rtt Date Wanted: (l I i a.m. p.m. Requester: Phone No: vv INSPECTION NO. INSPECTION RECORD Retain a copy with permit oc�t PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. Inspector: E--1 Date: li U $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: Project: Project: S( Type of Inspection: i rvwl - B2t; Address: 1 '-(45 00 Sr (t rt 2'E Date Called: Special Instructions: Date Wanted: LI -0-3-05 p.m. Requester: Phone No: 2- 53- 93C- (65' 42q Dog -31 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Inspecti n: Type of B F,'��-� (.) ; , � Address: I4 IN0 -M- fv c J4 Date Called: ..--- 1 ( © ( Ito ( Q Alf ! , Requester: Phone No: 253 —Wee -(.6 ) J A ► `e fC C t � � I, 7.) 4 e ( ,' A --P 1.Trel - _S r Project: SNJ is 5, Inspecti n: Type of B F,'��-� (.) ; , � Address: I4 IN0 -M- fv c J4 Date Called: ..--- Special Instructions: 3 332-13 v! . Date Wante Z, - �� ' / p.m. Requester: Phone No: 253 —Wee -(.6 Approved per applicable codes. Dog - 343 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Vt " 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 orrections required prior to approval. Inspegtor: Date _ - 5 ❑ $60.O1 R rIfISPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Type of Inspection* �� /�`+/� 1 ua • p Date Called: Speci Instructions: Date Wanted: a - pq Requester: Phone No: 2_53_ g$IO-(11j Ake e .f) fs r/ C . A— e 'c. f ;''‘, Y''/)? 16 /Av iof2< a,J d rke / pi ,.- - ' I) Ai f- J J ,A-c- es"' i(c. tti ' . , Project: S te. fe S ; d�`tJ Type of Inspection* �� /�`+/� 1 ua Address: ((.� (� �of �P A Date Called: Speci Instructions: Date Wanted: a - pq Requester: Phone No: 2_53_ g$IO-(11j r O INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1/2'• 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable erections required prior to approval. Inspe tor: CkJ` ( � /(�l IDate4 - El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project:! r 1 F, r � � r � I Type of Ins Secti J . c e (' , : Address: �c�" , 14k 1 t v�' U Date Cal led Special Instructions: Date Wanted: �-� / -- air �ln --0 e p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El f Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Inspect � iQ Date: 4 - -0 7 JJ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: Project: : </ f S Pair 7 Type of Inspection: s its ilcA16.4b 04 It AV E Address: /LC pyboo STA2 i Date Called: Special Instructions: Date Wanted: L.�- 1� QS p.m. Requester: Phone No: D.5.3 E:394- 665 3 TY- INSPECTION RECORD Retain a copy with permit INSPECTIQN NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: t/4 ( — M r1 i - e,i 4/e f V Inspector Date: 60,0i REINSPECTION FE REQUIRED. P or to inspection, f- - ust be Al at 6300 Southcenter Bl d., Suite 10 ' Call to schedule reinspection. eipt No.: Date: COMMENTS: f - J-er Ok-- h) L- /' itJ Date Called: 4A-11J Special Instructions: yr Date Wanted: a' ^' 2 -7-r 09 a.m p.m. ��' r --I r e____ 1Ei -( -Se/' , \ v t h v / 0 A-f r. I -r z - - - / 4 I( j:)( /- - : nSre -c. , , n I I Project: �'rA R.fl at S Po�T� Type of Inspection: �t J Address I Li 805 s 1A R 4=1 ite LL( Date Called: 4A-11J Special Instructions: yr Date Wanted: a' ^' 2 -7-r 09 a.m p.m. Requester: Phone No: 2.- -41 0 Cr ‘2‘5 S PERMIT NO. CITY. OF TUKWILA BUILDING DIVISION g- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Da 3 -3 45 (206)431 -36 \ orrections required prior to approval. Inspector: Date: 3 2 n 6/ LJ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Site 100. Call to schedule reinspection. Receipt No.: 'Date: Pro' Type of Inspection: Address: I L i BOO s "1 - A i� E tA.; Date Called: 4 Special Instructions: 7 . Date Wanted: 3 -z (»'CC rin p.m. Requester: Atone No: Q 2S '�P //� ���?? 'C�JI?7 .3 Approved per applicable codes. Dc63L1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Corrections required prior to approval. --. COMMENTS: I) K- `f JLi l Inspect r:r. (Date: 3 _ Q $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: COMMENTS: p e, -6 /l 4 Af f r-6 tiAtO J' � 2 14 0 t ‘ jitr. -- .) A-4 n: i • I. rf Date Called: (,...0 Azj■C.-f 41121 --- 2 ( 0r—1 } U -') p.m. 4 Phone No: X ..i (( ,A. 4-0 ( Li .,% I n Projec r' I � J' � Typ ,lnspe n: i • Address: )4k00 .51 rf Date Called: Special Instructions: • 1 • Date Wanted: r' q p.m. Requester: Phone No: • Approved per applicable codes. Inspec r: D .- 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 Corrections required prior to approval. 1 Date: 3 ( l d $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: (Date: Pr t: oe c - -i ><t2F128 s PO R Type of Inspection: zw 1 Address: 1 o c, $ iAkt) ee Date Called: Special Instructions: Date Wanted: � t oc a te: � Requester: Phone No: 9-53 -e 6 6 INSPECTION RECORD DOA-311Z% Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. ❑ Corrections required prior to approval. 3 COMMENTS: Lor L;(/ mteileK , .00 REINSPECTION FEE` EQUIREDjP to inspection, fee must be id at 6300 Southcenter Blv ., Suite T100. Call to schedule reinspection. Receipt No.: iDate: Project: S'T/�RF��f S4iArS Type of Inspection: =[�'.�/✓b( iPet h� Address: / 4/6300 5, 14_Cr Date ed: Special Instructions: Date Wanted: 3 //6/4 p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit L9Q INSPECTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ISEI Approved per applicable codes. El Corrections required prior to approval. COMMENTS: d J1WI. 5 1144 (iLj)1,-4 Inspector: Date: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: , Type Type of Inspection: /' Address: 6- ass" ' Date Called: Special Instructions: Date Wanted: 3 — G- o P.m- Requester: Phone No: 25 -6gc9C -41c3 ie INSPECTION RECORD Retain a copy with permit Day 24..3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ,O,4 104 er.f. ae:14/ ` ��� A t il r 11 fJ�� / /I /, 3 � •j. JJ �.:Ii. flUJ ���i. ri $60. ' SPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No. :. ___ 'Date: Project Type,of ll��n��s .eec on: Address: r N. /AZ Date Call d: Special Instructions: • Date Wanted: — e0 Requester: Phone No: , =9-gr e INSPECTION RECORD Retain a copy with permit INSP ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .,, Y3 PERMIT NO. se-, (206)431 -3670 _ Approved per applicable codes. COMMENTS: • '' 4 Corrections required prior to approval. • 71'( er to r7 $60.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project: ■7 rc r,- ■r456/5- Type of Inspection: ,c 4/77/4 /6 , Address: / 1 /806 S74 Date Called: Special Instructions: Date W an dy��. �Z �! P.m. Requester: Phone No - z�3 - 32V- .3'2 5 INSPECTION RECORD / Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 63,p0 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 . ,IApproved per applicable codes. Corrections required prior to approval. COMMENTS: !J/ f/ oz. To U,47/if - /Au 7 goi) x41 -- D /7 J6, 60.00 REINSPECTI4N FE EQUIRED. Prior to inspection, fee must be paid at 6300 Southce ter vd., Suite 100. Call to schedule reinspection. Receipt No.: . T 'Date: Project: u . i c S �1. Tl �o� Type (.o A 61 C� S ( /(� \ Address: Date Cad: p j _ :r-4.1 J r /j-r7 c Special Instructions: 0 j j y a ( Date Wanted , / Z _ 01 p.m. Re Phone No: 2 e 7 W-14 INSPECTION NO. INSPECTION RECORD Retain a copy with permit - 343 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: • ri $60.00 REINSPECTION FEE R QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: 4 COMMENTS: P T' bi''( ¶v -. '111( 04 6 ri`/J *::c- ` P44_5 Pro' 6 f,` 1+ fl) .! - Spe Instructions: Date Wanted: 7 _ ® „n {`"]'tT a.m ., ( p.m. 0A J A r 3 / ,, 0 .4. Z- f . • 1 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSP CTION NO. Ei Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. cot - 3-43 skiui 'Date: e) I dam, $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Type o Ins ection: Pro' Addr ,,N FW 0 V Date Called: Spe Instructions: Date Wanted: 7 _ ® „n {`"]'tT a.m ., ( p.m. Requester: • Phone No. 253' (g -L 9(I� PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSP CTION NO. Ei Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. cot - 3-43 skiui 'Date: e) I dam, $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Proje � 4 2 40 i ' Type of Inspection: ttsPJtsetA (tQiLt•,i Addres - Date Called: Special Instructions: '' Date Wanted: 1 -- Z A — 6 p.m. Requester: Phone No: INFECTION RECORD Retain a copy with permit INSPECTION N'. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ID Approved per applicable codes. COMMENTS: 4 'i 7 ,d►dvU rr ' I.. ` S frPi ❑ $60.00 REINSPECTI N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite Call to schedule reinspection. 'Receipt No.: El Corrections required prior to approval. Date: Prod 1�,� r� Type of Inspection: £ _c A//1' 47///11/5 Address:. 4ate /Pcie) ,51/4 -'rte Called. Special Instructions: ' Date Wanted: - rrr I — 20- D9 m. Requester: Phone No: /� // / �q • e25.- eg(c3"Eaa 9 J COMMENTS: ' ,Zj ills 1 At/ A/ A0 1wrial - !dalt '--w -- k, U j c, 7''"'9 / 4 ,nJ / f�'p G4 / 1/ /2 'r/, Inspect : Date: - 2c- s : /1 INSPECTION NO. 40L INSPECTION RECORD Retain a copy with permit 1)48-313 PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. 0:0 REINSPECTION FEE REQUIRED. Poor to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENT . 'tiA i i\ . Co tA k 1 KeiA.3 D 4 s (t �;E.O — 1 — / E . : , v 6'\ late /2 -12 r OK / pit - 7 m. a Requester: Phone N_ o:� rgg67 _ 7 J J� Ai t'J ii-ei -` 1 di u:s ` ,). / ' i Jam. r cJ (A- -r - A 11 ProjecS:.� m t Cp ;IS Type of Ins ection: � .. Address: I 20 3 ..5 R I) Date Called: . Special Instructions: late /2 -12 r OK / pit - 7 m. a Requester: Phone N_ o:� rgg67 _ 7 J INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 og -343 PERMIT NO. (206)431 -367 Approved per applicable codes. ❑ Corrections required prior to approval. Ir Date: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1. Pro' t: - A>r�r rP � Q� � S Type of Inspection: Q. A� l � 0 • Address: Date Called: Special Instructions: / -.7 ate Wanted: t2}l11Oe a.m. Requester: Phone No: / �_ 7-.5 2 ,-Is45 � �q 3 INSPECTION RECORD Retain a copy with permit INSPE(ITION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,'Tukwila, WA 98188 J Approved per applicable codes. 1:108 2 ) PERMIT NO. (206)431 -3 7 Corrections required prior to approval. COMMENTS:S r „7` 4; Th FT2 ft-vbt 6 " 1r ott G J6 n -- In cto Ira.. ❑ $60. ' EINSPECTION FEE paid at 6300 Southcenter Blv Receipt No.: Date: 0 l ' QUIRE . Prior to inspection, fee must be ., Suite 00. Call to schedule reinspection. Date: Project: T 1 /, Ty of Inspec r —� \ ��al �.`e) I �� Address: 1 L( Q() 9r _ Fi QE Date Specia nstructions: Date Wan ed: d ia.�, 4 uete :) Req� Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. Yom"' (206)431 -3 Approved pit applicable codes. El Corrections required prior to approval. COMMENTS: 6) RAP _r/v52/ 41, w eel., p 4- ,i Receipt No.: 4.00 REINSPECTIO R • Prior to inspection, fee must be -paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: COMMENTS: "'t t 4 ' ` g N d'\ SL.e4 I' 1-1', ., e fv--1-Nf ()A f•e,.1•..r 1- "--.0/ a_,60611- _ Qfit c---\"0 "-NA_ -- J (,�- -to ! 4)J4 . Phone No: 7,5 - S'1.0 1 V 7 A G f /\ L` / / a n /\ C ' lam) 1 11- a/ Q 3 Lem or ( I t • . „ n to 1 Projec [ p Type of Ins ^ tion ` : , „i Address: 14 Hs a I' 1-1', Date Called: �—. Special Instructions: _ Date Wanted: // / / — to .a `a.m. p.m: Requester: Phone No: 7,5 - S'1.0 -66 13 4 9 INSPECTION NO. r E Approved per applicable codes. INSPECTION RECORD Retain a copy with permit L e -34 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION `'?' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 El Corrections required prior to approval. Inspector Date: rI -G -O EJ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: Project: p Type of Ins ction: Address: S �" P f OAr Date Called: / Special Instructions: Date Wanted: P Requester: Phone No: - 343 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION J 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: A.r1� ll pr� f `' (\J r(.:� . h) k--a (f , ,,. ,,.1 J 1 S Inspect AA,3 Date: t ` 3 _) r El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: IDate: - - — tt ..,,tr n..�.ew� - - m�..r -�...� :,ux___ .fir ...,.��AVG Project f _ r If Type of Inspestion Adores s: I4 (e) 0 . S r it f Air e L,J' -J Date Called: Special Instructions: / Date Wanted: I (`. " or p.m. Requester: Phone No 2.53 - kV0 - (416)3 rJL D 08 -343 INSPECTION RECORD Retain � � etain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspecto : !Date: J ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: .,.ffi. s..erse.—tr! COMMENTS: or '`T j (,,, j Cr (A) i ll-tie 3 6— ' ‘'e t) Lli A r; S K., j_e rir ( A' t,.S r A7 r- 4-1.6 Arc) /i A /C_ (1 � (, I� i /1 11: ; ., c _.l y r ti J, g 1_ f c- ( 0- r (-I(v , yr Project/ ` J Type & \ t n: l .�C�� 6 ( Ass f !' > i Address: I ��P S 14cedd S 1 j Date Called: .-, Special Instructions: Date Wanted � -- - .a.oi P.m. Requester: Phone No: 1-t INSPECTION RECORD Retain a copy with permit PERMIT NO. /21, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: ,„A )L1 Date:/0--33 -? S/ El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be, paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: _ .U, Project: Type ns li on: r A ` \ Address: 1 No 0 cm.1 , 1 ts-e . Date Called: Special Instructions: JJJ Date Wanted: �a�m , ID'Z6 -JY p.m. Requester: Phone _ - 1 -6653 INSPECTION RECORD Retain a copy with permit PERMIT NO. I)Q -343 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 El Approved per applicable codes. El Corrections required prior to approval. p �`,�� t G 4 ( d r c .3,V COMMENTS: () C (AJ J ! /d .f J • Inspec ,JuA, Date: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: D . 1 I y Pf 6 JA1 1)A t.it.S r di Al ( Gl c'..J / / --- 1 -- 1, c :v, 2 -e:37 , f . J I- / c-3J4 \... Addr ss: s- < L--J i'8v)ms ` /J 114 c/i ",. e e r :' el C..r� -4 C /94--4 Su s �^ . rf `e. -6 l (i J F ( k— (. c/. A - ,1 il lO CD n ()/‘ ---1 d r 6 ) A: (7 • .) 1) € �, '�''f_ tT.� F_ ^ ee,� OA I! � A -e rii 6 ( 3 l Pro'e t: or-IT Type of Inspection: r t . 16-. L1/4-: iki \... Addr ss: s- < L--J i'8v)ms ` Date Called: Special Instructions: ! Date Wanted: p- / J . rd O p.m. Requester: Phone No: ID Approved_ per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Corrections required prior to approval. Inspecto IDate:, Z3 Receipt No.: IDate: COMMENTS: O � _ p ATpr3 J ,) A I 'I r `7) i i j 7 --( [ d -t4-4� -. �;." L q i f-e -c10 o r Al I ,� t, ) 3`� Gana cri "r0 lAS1■tt'if( 6i r ((IA?) ;7 _.. ,Ac - — rer ' r Ai a vA c an o 7^, r IL a. GA A , t 9 ,4_1 - 1 - r ASii'r(( ri s r IA v k.f oP' W ' -- ri_ ?` .e. Special Instructions: r i Date Wanted: r O Z 6 Project: , 1 r Sp J�� 7 Type of Inspection: c-{v� , - , n`F�raAf, Address: VI O 0 s i ore W Date Called: Special Instructions: r i Date Wanted: r O Z 6 a.m p.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit Dos- -3961 PERMIT NO: \\\\?...- CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: Date: VE COMMENTS: UUF J i P&.At 0,1 6 4J kt 1nJ�� vt! e.1 lC G•, r rc tt j for 1, - Ai A fit/ ict:r 1 i .6v (d ► 4v. 1),( '?`,4e4 LT &J. t) l r ul.!e ,4-i'( /e4,u.r' < n r c : 4 ( , S e (.,-',' .-.1 -1 f u <, k .d-s : , o .4 ;:(ti Jl A (.,t j : c-c. -_ cAfe.)f_ (. 04, o fi : k t_r..ITf: r r c - ..1!aJ M c./� C ) vX _-e.,4 w P1f ( ,n Gti ! ,t,1 r to )r /4 vI U .S ( 1. ; : r 1.0 -1 (J r'. I .7 .n iro' lot. I .it / .).1t • f d r` 1 t) 4.4- 0 cL j .. Aft , `‘ i A 0 L..i : R 41 A rt. , -(-- to f e 444 rcJ: vi .50e(_".4- I , -J4ecr :JA lc�JJ1(f Tdt L / r Requester: Project: stivf-; / v - p o/r Type of Inspection: Pr f_Y- (4)AS r. Address: 14K0 33 iv LJJ Date Called: Special Instructions:. Date Wanted: 2 a.m. Requester: Phone No ` Fk4 _ 1 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 - Approved per applicable codes. Corrections required prior to approval. Inspect /v8 - 343 1 Date:, 2-f — v J . D $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: r ii'�e Type of Inspect' ins Address: /VYe) 0 �if✓e c.criti Date Called: 64 Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Qv) 30 INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit dog -3y3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 D Corrections required prior to approval. t COMMENTS: -- 11/W e J . Inspector: ( 3 9 ( 7 Date: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: tea,. _.aes.d.af. COMMENTS: Type of Inspection: St) SO — 60/1' i c1 U( toOPieo& uLO ,�t7 r/l1 . add . -for ) �1�. rltid ad ffr o n I *14 e_ ex i Sf-,' n Sfd rim 5 y44 -e.n, P 4_r (on5 /d.+oU __ 4/4- -I`a . knack -r; i 1. Date Wanted: 3 to/ i . p.m. Requester: Phone No: {{ Pro t: . +a rf i re, Type of Inspection: St) Address: I41oo S trt Wee Date Called: 3 /111°9 Special Instructions: Date Wanted: 3 to/ i . p.m. Requester: Phone No: {{ .I� INSPECTION RECORD Retain a copy with permit T)at -?43 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: ` r�,5 Date: ..� ( (logy U $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: Date: COMMENTS: -- DiA4 -0. kk leas bee.,- ltiocAecl (A p. (16 addle +(o has bee,/I b -F IA/1)e o-1- .e r " D " .rvh �-f tie rru i ina e., Th'r i -�a-f add i-A -ton us ll be Gloo /s eon a 4-14 6 54-e ja.+ ■ ta C orn ( or o f /1 Pk) -Prom p+ix- . t: Type of I • pection: al• 7 i 1.Lj gd�r 00 Silq,iAt Date Called: ��� Special Instructions: bate Wanted: I 1-If ' Reques ( � I J Phone No: it 253 g ;,_u9'3 hu INSPECTION RECORD Retain a copy with permit 73Lt3 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: 175 (Date: 3 . 1 0 1 0 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: hu INSPECTION RECORD Retain a copy with permit 73Lt3 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: 175 (Date: 3 . 1 0 1 0 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: c' i alts Type of Inspe ( Sp t To n ce ou:is 0.10i Al o (-1-in ' c. e_ o b( . PoS +iv Otral4 o e__ co &s(rw7ea1. 0 k. 4 - 0 loa ck-c4) I I • 0 OtAA -C-6.tE to; t be.. lion kE A o 1 e 4#104e, - Prg, t: c' i alts Type of Inspe ( Ad on Date Called: i D i al /0 Vte Spe al Instructions: v.Ss, b Wanted': .4 �a.`rh. p , V/ > ' Requester: rL -�-�- Phone N ? 11.— $.S Le -be `/3 • Approved per applicable codes. INSPECTION RECORD * Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Inspector: .1 ...y 2 Date: to 1 is l El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • P or 0.1 Type of Inspection: Adir . it Date Called: I7 p Speua1 Instructions: L ? t • /1 \ l fe Wante : i Q , q z p.m. Requeste . � / /III 101 Phone No: (/ /�// M' 5 - In Vii, _' � M1 1 ` INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 ❑ Approved per applicable codes. DO3'f3 PERMIT NO. Corrections required prior to approval. COMMENTS: Ti'sicy 05 c • Tv `eta tIC.'( t 6 -P N Pte/ 0 ( bkor-d - to u1K+6,e.1 tir c(Kai vi2A. fu►;4 cl 0 S - 1 - tc ) 14,1m,p L1 Ut poik n She Inspector: 6:)1‹) (Date: 10 ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: �- �• • =a 111: . ,e,,,.L g , . • Needs Shi Inspection. e rs : Fire Al arm ' Hood Duct. Monitor : `` Ohre -F ire: Permits: 3ccupancy T YGe : e City of Tukwila Finance Department Call to schedule a r 1/13/06 T.F.D. Form F.P. 113 Phone No.: Corcionsregaired prior to approval. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: i Occupac y Type: CITTY OF 444 Andover Park East 'u k�ri Project: ��� . a► INSPECTION NUMBER Address: Suite #: Phone No.: 2S3 - ?Zb 001``i 68- 1 -130 PERMIT NUMBERS 206- 575 -4407 )(- C 1/13/06 T.F.D. Form F.P. Needs Shift Inspecti Sprin Are Alarm: dliood & D uct: Monitor: P r`e-Fi re: Permits: 4c Ty pe.` $80.00 REINSPECTION . FEE REQUIRED. You will receive an invoice from ity of Tukwila Finance Department. Call to schedule a reinspection Word/Inspection Record Forrn.Doc 1/13/06 T.F.D. Form F.P. 113 1 Type of Inspection: Person: Approved per applicable c E i Corrections required .prior to COMMENTS: OL 7°e 1 P1I Needs Shift Inspection: Sprinklers: lire Alarm: Hood Duct: Monitor: Pre -Fire: Permits: Occupancy Type required prior to approval. COM NTS: DO 4-1 • / I) aye $80.00 ItEIPISPECT1014 FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a rein j{ ect'on. r ord/Inspection Record "Form.Doc . 1/13/06 T.F.D. Form F.P. 113 Needs Shift Inspecti Span : Fire Alarm: Hood & D int: Monitor: Ire -Fire: Permits; tk�cupancy Type M INSPECTION NUMBER art 444 Andover Park E as 6- F - 5/8 - Y3 Project: Address: Suite # Approved per applicable cis. $80.00 REINSPECTION FEE REQUIRED. Y e City of Tukwila Finance Department. Can to Word /Inspection Record Form. 1/13/06 viii ei ; an invoice from a rein ion. T.F.D. Form F.P. 113 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & tract: Monitor: Pre -Fire: Permits: Occupancy Type: PERMIT NUM 444 Andover Park East, Tu .proved per applicable codes. # a. 981 206 -575 -4407 Address : Scoo Sl4ii #: Special Instructions: Phone It - 2 2 3 Corrections required prior to approval. Word /Inspection Record Fbrm.Doc $80.00 REINSPECTION R e City of Tukwila Finance tartment. Call to schedule a reinspection. .1' US • You will receive an invoice from 1/13/06 T.F.D. Form F.P. 113 April 21, 2009 Project No: 08 -215 Starfire Sports C/O Mr. Dan Oliver 14800 Starfire Way Tukwila, WA 98188 Subject: End of Construction Letter Report Special Inspections and Materials Testing Sounders Locker Room 14800 Starfire Tukwila, Permit N Dear Mr. Oliver; with exceptions as may be noted: Cc: Garry Perkins • 98055 : D08343 a �ti JUL 0 6 2009 COI. iN: f DEVELOPItEt4T h ayremcelroy & associates, llc 2757 NE 152 Place Redmond, WA 98052 p (425)869 -6750 f (425)869 -6761 This is to certify that we hay- •erformed materials testing and inspections of the following items, • Reinforced Concrete - CIP • Concrete Materials Testing • Epoxy Grouted Anchor Bolt Installation • Light Gage Steel Framing • High Strength Bolting • Structural Steel Welding All inspections and tests performed were reported according to the requirements and, to the best of our knowledge, the work was in general conformance with the approved plans, specifications, City of Tukwila regulations, and engineer's written and/or verbal instructions. Please call the undersigned at (425) 869 -6750 if you have any questions or concerns. Sincerely, HAYRE MCELROY & ASSOCIATES, LLC Copyright 2009, Hayre McElroy & Associates, LLC James A. McElroy, P.E Principal Principal Gee S. Hayre, C.B.O. April 21, 2009 Project No: 08 -215 ��— Starfire Sports — C /O Mr. Dan Oliver 14800 Starfire Way Tukwila, WA 98188 RECEIVED MAY o K 20(1 & 3 goMMUNITY DEVELOPMENT Subject: End of Construction Letter Report Special Inspections and Materials Testing Sounders Locker Room 14800 Starfire Way Tukwila, WA 98055 Permit No.: D08343 • Reinforced Concrete - CIP • Concrete Materials Testing • Epoxy Grouted Anchor Bolt Installation • Light Gage Steel Framing • High Strength Bolting • Structural Steel Welding m c e l roy SOCIStSS, llc J 2757 NE 152 Place Redmond, WA 98052 p (425)869 -6750 f (425)869 -6761 Dear Mr. Oliver; This is to certify that we have performed materials testing and inspections of the following items, with exceptions as may be noted: All inspections and tests performed were reported according to the requirements and, to the best of our knowledge, the work was in general conformance with the approved plans, specifications, City of Tukwila regulations, and engineer's written and/or verbal instructions. Please call the undersigned at (425) 869 -6750 if you have any questions or concerns. Sincerely, HAYRE MCELROY & ASSOCIATES, LLC Cc: Garry Perkins Copyright 2009, Hayre McElroy & Associates, LLC James A. McElroy, P.E Gee S. Hayre, C.B.O. Principal Principal ytiE -�13 April 21, 2009 Project No: 08 -215 Starfire Sports C/O Mr. Dan Oliver 14800 Starfire Way Tukwila, WA 98188 Subject: End of Construction Letter Report Special Inspections and Materials Testing Sounders Locker Room 14800 Starfir Tukwila Permi Cc: Garry Perkins ' A 98055 o.: D08343 Sincerely, HAYRE MCELROY & ASSOCIATES, LLC r, Copyright 2009, Hayre McElroy & Associates, LLC hayremcelroy & associates, tic 2757 NE 152 " Place Redmond, WA 98052 p (425)869 -6750 f (425)869 -6761 Dear Mr. Oliver; This is to certify that we have performed materials testing and inspections of the following items, with exceptions as may be noted: • Reinforced Concrete - CIP • Concrete Materials Testing • Epoxy Grouted Anchor Bolt Installation • Light Gage Steel Framing • High Strength Bolting • Structural Steel Welding All inspections and tests performed were reported according to the requirements and, to the best of our knowledge, the work was in general conformance with the approved plans, specifications, City of Tukwila regulations, and engineer's written and/or verbal instructions. Please call the undersigned at (425) 869 -6750 if you have any questions or concerns. James A. McElroy, P.E Gee S. Hayre, C.B.O. Principal Principal SPECIAL INSPECTION DAILY REPORT Pro'ect Information •i€i €tie�5 nt•i1€i ii i•ts l ► !+�'4I1I1 Date: February 26, 2009 Permit No: D08 -343 com,.., . Ft Project Name: 14800 Star Fire Way Contract Duration: 'j' ` mu Project No: 08 -215 Reviewed by: Ci1,1 DFR No: 09.02.26MG Date Reviewed: Project Location: 14800 Star Fire Way Revised Duration: -- Client : Duchess Construction LLC Contract Calendar Days Used: -- Contractor: Duchess Construction LLC Contract Calendar Days Remaining: -- Work Conditions Ins section T • e s I Covera • e Tern•erature 36° F Documents Referenced: Weather Overcast IBC Chaster 17: Site Condition Normal Site E • ui • ment: • Structural Masonry El Structural Steel/Welding 's Foundation /Soils • Structural Steel/Welding • Auger Cast Pile • Lateral Wood Framin • Moisture Testin • _• Reinforced Concrete • Post - Tensioned Concrete ■ Shotcrete • Post- Tensioned Concrete ❑ Light Gauge Steel ■. Fire - Proofin • Location and Descri •tion of Ins section HMA rep on site as requested by Duchess Construction to perform structural steel welding inspection for beam to truss connection at roof level along grid line 7.5 between grid lines H -J.8. Visual Inspection of welded connections found 16 gauge joist connected to cross beam with 1/8" fillet weld 2" in len • th both sides to be in 'lace and in conformance with a • •livable • lans, s • ecs and D1.1 code � r ��� ` e ♦ kc `Ta tx � HMA rep also along grid line Inspection of using Hilti HY placed in conformance grout under strength sample shrink 'rout , � ' 'd �° Y • pp p.. on site to perform epoxy anchor inspection for hold down straps located along grid line 8 between grid lines H.8 -J, H.8 between grid lines 7.5 -8, along grid line J between grid lines 7.5 -8 and around exterior perimeter of building area. hold down anchors which consisted of /2" hilti threaded rod placed into 5/8" diameter drilled and properly cleaned hole -150 HIT exp. 05 -2009 batch #200211 L -5 embedded 5" at above listed locations found anchors to be in place and with applicable plans, specs and manufacturer's recommendations. HMA rep also verified placement of column base plates at grid points 7.5 & H.8, H. Grout was placed prior to HMA rep arriving on site and no compressive was obtained. Grouted base plates were visually inspected and found to be grouted using Precision Grout non - mix conformin• to ASTM C1107. r h}jd 'as} - Y - •�� 1 } , f "a� .. 5F , j 'Y _ , Ci f A `!' ' ' ^ `f ! ma y ' ♦ s b tl .k 1 { 4 � 'sue'. , --- a �" 'F.44 t .. V � ; �!�:∎. p 1 ..�, • Dy. ;, .� '4' ,�Ls'JtJ ; l tr. € d i� L 4k' -{ 1 � � `z`. fi e^+s+ .rs3 cz », ;; �� _ ui �� 7 rk a A , ? \ ,; : ' : .s � i ` 1? trntaG . .elf r �.. f /r 'd •� r t ! „n 1�y ' r + t R , ,iuy• '' . 4.... . — r 'r N r.. 'r �r �y '= �y µs . J7'. i" . esl�,_ i {ry' t � "`' �" �.i'�'.a� y .. + a s' •ff . %, ■ .1. 17 era �.. ° n1. ' s ..r. hayremcelroy 1.. �rr HMA Inspector Print Name HMA Representative Signature Acknowledged By Signature Michael Gourdin SPECIAL INSPECTION DAILY REPORT Ir . � .:� _ - g Project Information Contract Informa '•, t. Date: March 5, 2009 Permit No: '' n, I Project Name: 14800 Star Fire Way Contract Duration: — =011., ; Ti r. -..r4r Project No: 08 -215 Reviewed by: 4 lit DFR No: 09.03.05.LN Date Reviewed: 5(e) Project Location: 14800 Star Fire Way, Tukwila Revised Duration: -- Client : Duchess Construction Inc. Contract Calendar Days Used: -- Contractor: Duchess Construction Inc. Contract Calendar Days Remaining: -- Work Conditions Inspection Type (s) / Coverage Temperature 37 Deg F Documents Referenced: Weather Overcast IBC Chapter 17: Site Condition Normal Site Equipment: in ! Structural Masonry Steel/Welding /Soils Steel/V1/elding Cast Pile Wood Framing (Moisture Testing) Reinforced Concrete Post- Tensioned Concrete Shotcrete . Post - Tensioned Concrete Light Gauge Steel Fire - Proofing L Structural Is Foundation _: ± nl Structural x ®1 Auger i j p€ m °• Lateral Location and Description of Inspection HMA rep on site as requested by Duchess Construction for scheduled epoxy bolt inspection. Epoxy Inspection Observation of drilled holes for the column bolted connections for the two awnings, indicated a minimum 9" embedment; all holes were adequately brushed, cleaned and free of debris and moisture All holes were filled with epoxy type (Hilti -Hit RE -500) adhesive, expiration date 4/30/10 prior to insertion of x 12" threaded rod. See Pictures Below tF` -' cd - f t.. .&Iy �, 1 ::1 ' i !'ay �, � :4 1� } - � r ! I f � I i t t 4 �� / YF' a i l"' `,3 y, 5� irt5 ` ',1 7 . I l !! E Pr I ` S t Ky r t t r f �y f ; i ( 1. 'ty I _ s " yam"` �ya,5 , S3` tL ; S t 1 ` { y ' h,,,�1�' / r i;. y z� { r�� ,, To the best of my knowledge above work and material were in conformance with applicable plans, specs and codes Items requiring correction None hayremc HMA Inspector Print Name HMA Representative Signature Acknowledged By Signature Larry Nygard SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION AREA (inch2) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE (Muffed 1 strength below s,oedfication) A 8998 7 2/17/09 4.00 42940 12.57 3420 2 B 8998 28 3/10/09 4.00 57130 12.57 4540 2 C 8998 28 3/10/09 4.00 60190 12.57 4790 2 D 8998 H Hold Average PSI at 28 days 4670 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869 -6761 PROJECT: DATE: February 10, 2009 CLIENT: SPECIFIED STRENGTH: 3500 psi at 28 days Pour Location: Cast By: Sampled At. (yd3): Time Batched: Time Sampled Concrete: Water Added On Site: OTHER: Remarks: El Date Received In Lab: Star Fire Way Dutchess Construction LLC. Footing L Nygard 4.50 4.5 1:15 2:00 MATERIAL TESTED Grout: Compressive Strength 04/01/06 revised 10/01/06 2/11/09 0 CONCRETE INFORMATION Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temp 41/2 inches 63 deg. F 5.5 sacks 3/4 inch 5.5 % N/A Ibs/ft3 43614 123 34 deg. F 5 g/y3 COMPRESSIVE STRENGTH DATA REPORT COMPRESSIVE STRENGTH TEST DATA (ASTM C39. C1231. C780. C1019 Tested By: HMA PROJECT No.: 08 -215 BLDG PERMIT No.: D08343 CONTRACTOR: SUPPLIER: Corliss GRID /ELEV: Mix No: Load Size: Samples. Cast Masonry: BATCH WEIGHTS Cement Fine Aggregate Coarse Aggregate Flyash/Slag Water Admix 1 MBAE -90 Admix 2 GLEN3030 Admix 3 Other 517 1359 1829 NBW 250 25 63 lbs. lbs. lbs. lbs. lbs. oz./ oz./ oz./ Authorized By: GW 0 r .- h ayre rMAR Cow , DEVELOi•'”,.. .1F Dutchess Construction LLC. SIW corner of building J1550a 4.50 1 Set of 4 -4x8's Other: Reviewed By: yd' SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION AREA (inch2) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE (�ve;,ed;fstrength below specification) A 9004 7 2/19/09 4 47460 12.57 3780 2 B 9004 28 3/12/09 4 69190 12.57 5510 2 C 9004 28 3/12/09 4 70620 12.57 5620 2 D 9004 H Average PSI at 28 days 5570 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869 -6750 fx: 425.869 -6761 PROJECT: DATE: CLIENT: SPECIFIED STRENGTH: 3000psi. at 28 days Pour Location: 8 -17' West &H.2 -J Cast By: S.O'Malley Sampled At. (yd3): 10 of 20yd Time Batched: Time Sampled Concrete: Star Fire February 12, 2009 Duchess Construction 7:45a.m. 8:50a.m. Grout: x,: t , CONCRETE;!NEgRMiAT10N Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temp 4" 58 5.5 3/4" N/A % N/A lbs/ft3 123363 114 39 deg. F inches deg. F sacks Water Added On Site: OTHER: Remarks: Date Received In Lab: 2/13/09 Compressive Strength 04/01/08 revised 10/01/06 COMPRESSIVE STRENGTH DATA REPORT 9 /y Mix No: Load Size: Samples. Cast Masonry: Authorized By: H TEST DATA (ASTM C39, C1231, C780, C1019 Tested By: GW 0 hyremcelroy -e- fMpR 2 a L ice. t 1 DEV HMA PROJECT No.: 08 -215 BLDG PERMIT No.: D08 -343 CONTRACTOR: Duchess Construction SUPPLIER: Corliss GRID /ELEV: Slab on grade J15500 10.00 yd 1 Set of 4 -4x8's Other: .MSZNEBAKCJAWEIGEffiSg.ek Cement Fine Aggregate Coarse Aggregate Flyash /Slag Water Admix 1 Admix 2 Admix 3 Other 518 lbs. 1389 lbs. 1891 lbs. NBW lbs. 248 lbs. NBW oz./ NBW oz./ NBW oz./ NBW Reviewed By: SAMPLE No. LAB No. TEST AGE DATE TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (inch2) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE p below specification) A 9022 7 2/24/09 4.00 58130 12.57 4630 2 B 9022 28 3/17/09 4.00 75650 12.57 6020 2 C 9022 28 3/17/09 4.00 76410 12.57 6080 2 D 9022 H Average PSI at 28 days 6050 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869 -6761 PROJECT: DATE: CLIENT: Star Fire Locker Room February 17, 2009 Dutchess Construction INC SPECIFIED STRENGTH: 3000 psi at 28 days Pour Location: Footings Cast By: Waine Aynes Sampled At. (yd3): 6.00 of 7 Time Batched: Time Sampled Concrete: Water Added On Site: OTHER: Remarks: 7:55 9:45 MATERIAL TESTED Grout: CONCRETE INFORMATION Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temp 31/2 inches 68.5 deg. F 5.5 sacks 3/4 inch N/A % N/A Ibs/ft3 42217 131 63 deg. F Date Received In Lab: 2/18/09 Compressive Strength 04/01/06 revised 10/01/06 12 0 COMPRESSIVE STRENGTH DATA REPORT hayre,ce:lroy MAR 23 CO j HMA PROJECT No.: 08 -215 BLDG PERMIT No.: D08 -343 CONTRACTOR: SUPPLIER: Corliss GRID /ELEV: Mix No: Load Size: Samples. Cast Masonry: Tested By: GW 0 Dutchess Other: BATCH WEIGHTS Cement 86.16 bags Fine Aggregate 231.16 lbs. Coarse Aggregate 300.5 lbs. Flyash/Slag NBW lbs. Water 43.83 Gals Admix 1 Glenn 2 oz./ Admix 2 AEA90 0.83 oz./ Admix 3 0 oz./ Other 0 Authorized By: Tom Gary Concrete was batch at 7:55 and on site and used until 10:15 am 2hrs on 20 mins water was added 8 gals pass aloud COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 Canopyn footings j1550a 6.00 1 set of 4 -4x8's Reviewed By: Yd 0 4* FIELD INSPECTION DAILY REPORT DEVELOPMENT Project Information Contract Information Date: 2 -17 -09 Permit No: D08 -343 Project Name: 14800 Star fire locker room Contract Duration: N/A Project No: 08 -215 Reviewed by: JAM DFR No: 09.02.17WA Date Reviewed: 2/18/09 Project Location: Tukwila, WA Revised Duration: N/A Client : Star fire Contract Calendar Days Used: N/A Contractor: Duchess Construction Contract Calendar Days Remaining: . N/A Work Conditions Inspection Type (s) / Coverage Temperature 45F Documents Referenced: Plans and Specs Weather Overcast IBC Chapter 17: N/A Site Condition Dry Site Equipment: ❑ Structural Masonry ❑ Structural Steel/Welding ❑ Light Gauge Framing ❑ Lateral Wood Framing ❑ TESC /BMP ❑ Batch Plant X Reinforced Concrete ❑ Shotcrete ❑ Post - Tensioned Concrete ❑ Fire- Proofing Location and Description of Inspection Onsite as requested by Duchess Construction Inc. to inspect reinforcing steel for footings, and to obtain concrete samples. One set of 4-4x8 compressive strength cylinders was obtained during the placement of concrete. While on site the reinforcing steel was inspected for the footings for the canopy per the approved drawings. The reinforcing steel falls under ASTM A-6, with a grade of 60. The concrete mix falls under ASTM C -94. During the placement of the concrete, consolidation was completed a 4x4 to tamp the concrete. A total of 7 yards was placed. The approved plans call fora 3'x3'x12" footing with 3 #5 reinforcing steel each way. Duchess installed 5 #5 each a way due to some confusion with the plans. m o w : __ 9b' ■ h.ayremcelroy RECEIVED FEB 23 2009' HMA Inspector Print Name HMA Representative Signature Acknowledged By Signature Waine Aynes Hayre McElroy & Associates, LLC Page 1 of 1 SPECIAL INSPECTION DAILY REPORT Project Information Contract Information FE3 2'8 2008 D08 - 343 QOPiliAjNiTir Date: February 18, 2009 Permit No: Project Name: 14800 Star Fire Way Contract Duration: -- VELOPMEN p� vELQP11l:BtdT Project No: 08 -215 Reviewed by: DFR No: 09.02.18GW Date Reviewed: - L(2v /c Project Location: 14800 Star Fire Way, Tukwila Revised Duration: -- Client : Duchess Construction, Inc. Contract Calendar Days Used: -- Contractor: Duchess Construction, Inc. Contract Calendar Days Remaining: -- Work Conditions Inspection Type (s) / Coverage Tern •erature Documents Referenced: Weather _ _ IBC Chapter 17: Site Equipment: Site Condition ■u Structural Masonry r... Structural Steel/Welding El Foundation /Soils on ' TESC /BMP E. Auger Cast Pile Cl. Lateral Wood Framing g. Reinforced Concrete F E ' Post- Tensioned Concrete Shotcrete Proprietary Anchor /Epoxy Light Gauge Steel ❑ Fire - Proofing Location and Description of Inspection Arrived on site for cylinders pick -up (one set of 4 "x 8 ") for compressive test. Samples cast on 02/17/09. Transported test specimens to Redmond lab where they were stripped, logged in and prepared for moist curing. Items requiring correction HMA Inspector Print Name Malgorzata Williams HMA Representative Signature Observation Hours Time on site / Report / Transport Cylinder — 1.5hrs Acknowledged By Signature hayremcelroy SPECIAL INSPECTION DAILY REPORT fCB Project Information Contract Information 3 2009 Date: February 16, 2009 Permit No: D08343 COMviuivs I Y Project Name: 14800 Star Fire Way Contract Duration: -- DEVELOPI E Project No: 08 -215 Reviewed by: J4*- DFR No: 09.02.16LN Date Reviewed: Ili qd 1 Project Location: 14800 Star Fire Way, Tukwila Revised Duration: -- Client : Duchess Construction Inc. Contract Calendar Days Used: -- Contractor: Duchess Construction Inc. Contract Calendar Days Remaining: -- Work Conditions Inspection Type (s) I Coverage Terri •erature 37 Deg F Clear Documents Referenced: IBC Chapter 17: Site Equipment: Weather - Site Condition Normal ■ : Structural Masonry m . Structural Steel/Welding i., Foundation /Soils ■• Structural Steel/Welding 0 Auger Cast Pile 0' Lateral Wood Framing (Moisture Testing) R Reinforced Concrete i ii Post- Tensioned Concrete i t Shotcrete LP Post - Tensioned Concrete ( Light Gauge Steel te Fire- Proofing Location and Description of Inspection _ HMA rep on site as requested by Duchess Construction for scheduled concrete pour. Upon arrival I was notified by the contractor that the footings were not ready to pour and he would have to reschedule with HMA when they are ready to pour. To the best of my knowledge above work and material were in conformance with applicable plans, specs and codes Items requiring correction hayremcelroy Hc HMA Inspector Print Name HMA Representative Signature Acknowledged By Signature Larry Nygard SPECIAL INSPECTION DAILY REPORT Project Information Contract Information FEB 23 2009 Date: February 11, 2009 Permit No: D08 -3 11AR4t INiTY Project Name: 14800 Star Fire Way Contract Duration: -- DEVELOPMENT Project No: 08 -215 Reviewed by: 1.A DFR No: 09.02.11GW Date Reviewed: 2-11 2 — Project Location: 14800 Star Fire Way, Tukwila Revised Duration: ' -- Client : Duchess Construction, Inc. Contract Calendar Days Used: -- Contractor: Duchess Construction, Inc. Contract Calendar Days Remaining: -- Work Conditions Inspection Type (s) / Coverage Temperature Documents Referenced: Weather IBC Chapter 17: Site Condition Site Equipment: ❑ Structural Masonry Steel/Welding /Soils /BMP Cast Pile Wood Framing go Reinforced Concrete Eil Post - Tensioned Concrete . Shotcrete . Proprietary Anchor /Epoxy El Light Gauge Steel u¢ Fire- Proofing ■ . Structural i Foundation i•` TESC ®:.Auger p Lateral Location and Description of Inspection Arrived on site for cylinders pick -up (one set of 4 "x 8 ") for compressive test. Samples cast on 02/10/09. Transported test specimens to Redmond lab where they were stripped, logged in and prepared for moist curing. Items requiring correction HMA Inspector Print Name Malgorzata Williams HMA Representative Signature Observation Hours Time on site / Report / Transport Cylinder — 1.5hrs Acknowledged By Signature hayremcelroy SPECIAL INSPECTION DAILY REPORT I , r ,. Project Information Contract Information • wiuNITY Date: February 10, 2009 Permit No: D08 Project Name: 14800 Star Fire Way Contract Duration: -- Project No: 08 -215 Reviewed by: 6 N DFR No: 09.02.10.LN Date Reviewed: Z( j \ Project Location: 14800 Star Fire Way, Tukwila Revised Duration: -- Client : Duchess Construction Inc. Contract Calendar Days Used: -- Contractor: Duchess Construction Inc. Contract Calendar Days Remaining: -- Work Conditions Ins section T • e s I Covera • e Tem.erature 34 Des F Documents Referenced: Weather Lt Rain / Snow IBC Chaster 17: Site Condition Wet Site E • ui • ment: is Structural Masonry • Structural Steel/Welding ❑' Foundation /Soils • Structural Steel/Welding ■ Auger Cast Pile s Lateral Wood Framin • Moisture Testin • N Reinforced Concrete LJ Post - Tensioned Concrete a 1 Shotcrete 13 Post-Tensioned Concrete i Light Gauge Steel B Fire- Proofin • Location and Descri • tion of Ins section HMA rep on site as requested by Duchess Construction for scheduled concrete placement inspection. Concrete Placement Observed the placement of 4.5 yds of Corliss mix #J1550a placed at the South West corner of existing building. Concrete was placed via pump and consolidated with mechanical vibration. Prior to placement re- steel was inspected and found to be of proper size, number, spacing, clearances, and splice lengths as per • lans. One set of four 4x8 corn • ressive stren • th test s • ecimen were cast. • P% wo II .T k ' �� # l To the best of my knowledge above work and material were in conformance with applicable plans, specs and codes Items re • uirin • correction HMA Inspector Print Name Larry Nygard HMA Representative Signature Acknowledged By Signature hayremcelroy C° /O E E D SPECIAL INSPECTION DAILY REPORT Project Information Contract Information Date: 10/30/2008 Permit No: D08 -343 Project Name: 14800 Star Fire Way Contract Duration: -- Project No: 08 -215 Reviewed by: t i IA DFR No: 10.30.08 MN Date Reviewed: Project Location: 14800 Star Fire Way, Tukwila, WA. Revised Duration: -- Client : Duchess Construction Contract Calendar Days Used: Contractor: Duchess Construction Contract Calendar Days Remaining: -- Work Conditions Inspection Type (s) I Coverage Temperature 61° F Documents Referenced: Approved Set of Plans and details Weather Overcast IBC Chapter 17: Site Condition good Site Equipment: la! Structural Masonry �-., e � t� ° " 1 °` '' " ` : 20 2009 COMMUNITY DEVELOPMENT i8V Reinforced Concrete Post- Tensioned Concrete j Shotcrete Iii Post - Tensioned Concrete Light Gauge Steel Fire- Proofing Epoxy Dowel Inspection i2 :1 Structural Steel/Weldir49, D Foundation /Soils D TESCIBMP ' , Auger Cast Pile gar; Lateral Wood Framing Location and Description of Inspection Inspector Mehrdad Nejati • Rebar placement arrived on site as requested by Dutcher for square footing (12' X 12' X 2') centered for the footing as mentioned above. Construction for inspection /observation of: at the existing Pole #4 located @ Seattle Sounders Practice and shop drawings. Weight Miles provided Concrete Mix #01550 with 28 day proper spacing, lap, size, grade, cleanliness, and clearance. Placed C143, C172 and C1064 and (1) set of 4° X 8" compressive testing: Field. • Concrete placement s Locations inspected by checking Approved contract drawing By the end of inspection contractor placed a total of 10 Yd of Normal- compressive strength of 4000 PSI and mechanically consolidated. Continuous inspection included checking the re -bar placement for concrete was observed and will be tested at the lab per ASTM C31, strength specimens were cast at the field. The following information pertains to the mix design sampled for W /C:.50 I Concrete Temp: 68 °F I Air Temp: 63 °F I Slump: 6" I Time Sampled: 2:17 P.M. I At the end of today's inspection it was noted by the inspector that the plans, specifications and applicable codes were followed by the contractor. ri .s� ; J aa r c , ; � _ .'.n.+ =X. ,tt yr f w 13 — - la C I 1 '' mom hayremc HMA Inspector Print Name HMA Representative Signature Acknowledged By Signature Mehrdad Nejati Page 1 of 1 SPECIAL INSPECTION DAILY REPORT Project Information Contract Information Date: 10/31/2008 Permit No: D08 - 343 Project Name: 14800 Star Fire Way Contract Duration: -- Project No: 08 -215 Reviewed by: DFR No: 10.31.08 MN Date Reviewed: u I © j Project Location: 14800 Star Fire Way, Tukwila, WA. Revised Duration: -- Client : Duchess Construction, Inc. Contract Calendar Days Used: -- Contractor: Duchess Construction, Inc. Contract Calendar Days Remaining: -- Work Conditions Inspection Type (s) / Coverage Temperature 61° F Documents Referenced: Approved Set of Plans and details Weather Overcast IBC Chapter 17: Site Condition good Site Equipment: p; Structural Masonry 0 Reinforced Concrete Post- Tensioned Concrete Shotcrete tn Post - Tensioned Concrete 0 Light Gauge Steel ch Fire- Proofing Epoxy Dowel Inspection ni Structural Steel/Welding Foundation /Soils TESC /BMP sii Auger Cast Pile l I Lateral Wood Framing Location and Description of Inspection Inspector Mehrdad Nejati • Reber placement arrived on site as requested by Dutcher for square footings centered at the for the footings as mentioned above. Construction for inspection /observation of: existing Pole #3 & Pole #8 located @ Seattle Sounders Practice Field. and shop drawings. Weight Miles provided Concrete Mix #01550 with 28 day proper spacing, lap, size, grade, cleanliness, and clearance. Placed C143, C172 and C1064 and (1) set of 4" X 8" compressive testing: • Concrete placement ❖ Locations inspected by checking Approved contract drawing By the end of inspection contractor placed a total of 10 Yd of Normal- compressive strength of 4000 PSI and mechanically consolidated. Continuous inspection included checking the re -bar placement for concrete was observed and will be tested at the lab per ASTM C31, strength specimens were cast at the field. The following information pertains to the mix design sampled for W /C: .49 I Concrete Temp: 67 °F I Air Temp: 61 °F I Slump: 6" I Time Sampled: 12:05 P.M. At the end of today's inspection it was noted by the inspector that the plans, specifications and applicable codes were followed by the contractor. gar yJ _ - o tt�I _ , -, _ . 1 , , 1___.- \ __) c hayre HMA Inspector Print Name HMA Representative Signature Acknowledged By Signature Mehrdad Nejati Page 1 of 1 SPECIAL INSPECTION DAILY REPORT Project Information Contract Information Date: November 3, 2008 Permit No: D08343 Project Name: 14800 Star Fire Way Contract Duration: -- Project No: 08 -215 Reviewed by: G U DFR No: 08.11.03LN Date Reviewed: (1l oc- "� Project Location: 14800 Star Fire Way, Tukwila Revised Duration: - -- Client : Duchess Construction Inc. Contract Calendar Days Used: -- Contractor: Duchess Construction Inc. Contract Calendar Days Remaining: -- Work Conditions Inspection Type (s) I Coverage Temperature 49 Deg F Documents Referenced: Weather Light Rain IBC Chapter 17: Site Condition Wet Site Equipment: Masonry Steel/Welding /Soils Steel/Welding Cast Pile Wood Framing (Moisture Testing) al Reinforced Concrete Post - Tensioned Concrete q. Shotcrete t Post- Tensioned Concrete �� Light Gauge Steel C] Fire - Proofing 0 111,i Structural Structural tJ/ Foundation CO Structural l Auger tl° Lateral Location and Description of Inspection • HMA rep on site as requested by Duchess Construction for scheduled concrete sample pick -up Arrived on site to pick up one set of four 4x8 concrete samples cast on 10/31, at that time I was notified that the samples were locked in a conex box and that no one on site had a key. Samples will have to be picked - up tomorrow. To the best of my knowledge above work and material were in conformance with applicable plans, specs and codes Items requiring correction hay&em clroy t e HMA Inspector Print Name HMA Representative Signature Acknowledged By Signature Larry Nygard SPECIAL INSPECTION DAILY REPORT Project Information Contract Information Date: November 4, 2008 Permit No: D08 - 343 Project Name: 14800 Star Fire Way Contract Duration: -- Project No: 08 -215 Reviewed by: c DFR No: 08.11.04GW Date Reviewed: Project Location: 14800 Star Fire Way, Tukwila Revised Duration: -- Client : Duchess Construction, Inc. Contract Calendar Days Used: -- Contractor: Duchess Construction, Inc. Contract Calendar Days Remaining: -- Work Conditions Inspection Type (s) / Coverage Temperature Documents Referenced: Weather IBC Chapter 17: Site Condition Site Equipment: • , Structural Masonry Steel/Welding /BMP Cast Pile Wood Framing 1, Reinforced Concrete l Post- Tensioned Concrete Ill Shotcrete it.i Proprietary Anchor /Epoxy fj Light Gauge Steel i()`' Fire - Proofing 1=1 Cr Foundation/Soils s TESC i■ Auger 0 Lateral Location and Description of Inspection Arrived on site for cylinders pick -up (one set of 4 "x 8 ") for compressive test. Samples cast on 10/31/08. Transported test specimens to Redmond lab where they were stripped, logged in and prepared for moist curing. Items requiring correction HMA Inspector Print Name Malgorzata Williams HMA Representative Signature Observation Hours Time on site / Report / Transport Cylinder — 1.5hrs Acknowledged By Signature hayremcelroy SPECIAL INSPECTION DAILY REPORT Pro'ect Information Contract Information Date: November 14, 2008 Permit No: D08343 Project Name: 14800 Star Fire Way Contract Duration: -- Project No: 08 -215 Reviewed by: DFR No: 08.11.14.LN Date Reviewed: Project Location: 14800 Star Fire Way, Tukwila Revised Duration: -- Client : Duchess Construction Inc. Contract Calendar Days Used: -- Contractor: Duchess Construction Inc. Contract Calendar Days Remaining: -- Work Conditions Ins • ection T • e s I Covera • e Tern •erature 49 Des F Documents Referenced: Weather Overcast IBC Chaster 17: Site Condition Wet Site 1 Structural Masonry dl Structural Steel/Welding rio Foundation /Soils t11 Structural Steel!Welding al Auger Cast Pile Lateral Wood Framin • Moisture Testin • 0 :' Reinforced Concrete Post- Tensioned Concrete Shotcrete Post- Tensioned Concrete Light Gauge Steel Fire - Proofin • Location and Descri • tion of Ins • ection HMA rep on site as requested by Duchess Construction for scheduled concrete placement inspection. Concrete Placement Observed the placement of 8 yds of Miles mix #01550 placed in footing for the light pole on the west side of the soccer fields. Concrete was placed via tailgate and consolidated with mechanical vibration. Prior to placement re -steel was inspected and found to be of proper size, number, spacing, clearances, and splice Ien •the as • er • lans. One set of four 4x8 com • ressive stren • th test s • ecimen were cast. , .. � a — 1. \''' tt '��Y ` • .� 1 j 4 - r (( .r� �• # s { { [ N.. `� K. � a rt I , To the best of my knowledge above work and material were in conformance with applicable plans, specs and codes Items re • uirin • correction hay&emcelroy HMA Inspector Print Name HMA Representative Signature Acknowledged By Signature Larry Nygard SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION AREA (inch COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE , ��,,,,� j, strength below specification) A 8726 7 11/21/08 4.00 46550 12.57 3700 2 B 8726 28 12/12/08 4.00 66040 12.57 5260 2 C 8726 28 12/12/08 4.00 67430 12.57 5370 2 D 8726 H Hold Average PSI at 28 days 5320 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869 -6750 fx: 425.869 -6761 PROJECT: DATE: CLIENT: SPECIFIED STRENGTH: Pour Location: Cast By: Sampled At. (yd3): Time Batched: Time Sampled Concrete: Water Added On Site: OTHER: Remarks: 0 Star Fire Way November 14, 2008 Duchess Construction 3000 psi at 28 days Footing L Nygard 8.00 8 1:15 2:00 MATERIAL TESTED Grout: Date Received In Lab: 11/15/08 Compressive Strength 04/01/06 revised 10/01/06 CONCRETE INFORMATION Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temp 41/2 inches 63 deg. F 5.5 sacks 7/8 inch N/A % N/A Ibstft3 15142 M134 48 deg. F 0 g /y COMPRESSIVE STRENGTH DATA REPORT COMPRE Tested By: HMA PROJECT No.: BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast Masonry: Authorized By: GW 0 hayremcelroy 08-215 D08343 Duchess Construction Miles Sands and Gravel Light Pole On East Side 1550 8.00 1 Set of 4 -4x8's Other: y d3 Reviewed By: JAIN. BATCH WEIGHTS Cement Fine Aggregate Coarse Aggregate Flyash/Slag Water Admix 1 Admix 2 Admix 3 Other 4130 lbs. 12940 lbs. 14920 lbs. NBW lbs. 865 lbs. 0 oz./ 0 oz./ 0 oz./ SPECIAL INSPECTION DAILY REPORT Project Information Contract Information Date: 11 -17 -08 Permit No: D08 - 343 Project Name: Starfire Contract Duration: -- Project No: 08 -215 Reviewed by: J. McElroy DFR No: 08.11.17GH Date Reviewed: 11/18/08 Project Location: 14800 Starfire, Tukwila, WA Revised Duration: -- Client : Duchess Construction Contract Calendar Days Used: -- Contractor: Duchess Construction Contract Calendar Days Remaining: -- Work Conditions Inspection Type (s) / Coverage Temperature 60 Deg F Documents Referenced: Plans and Specs, Structural Eng. Letters (10 -8 -08 and 10- 10 -08) Weather Clear IBC Chapter 17 Site Condition Moist to Wet Site Equipment: Bobcat mini - loader ❑ Structural Masonry ❑ Structural Steel/Welding ❑ Foundation /Soils ❑ Light Gauge Framing ❑ Lateral Wood Framing o Batch Plant ✓ Reinforced Concrete ❑ Shotcrete . ❑ Post - Tensioned Concrete ❑ Fire - Proofing Location and Description of Inspection As requested by Duchess Construction arrived on site on 11 -17 -08 for scheduled placement of concrete for two retrofitted high -mast lighting foundation bases. Steel Reinforcement light pole foundations. Thirty to 36 -inch diameter constructed. The current construction consists of to the existing caissons. schedule and dimensions for the mat. Two A letter dated October 8, 2008 by Bergquist foundation be connected to the existing caissons by 10, 2008 by Richard Foley, P.E. approved the to the existing caissons. of #6 bar at 10 inches on- center each way spaced top and bottom. A pedestal above the mat inches square (depending on the configuration) with bars were installed per plan. Three -inch minimum of Miles concrete mix #01550. Structural general design was available on site. locations. Location 1 was in the most was placed via chute at this location and One representative sample was obtained at this of four, 4 -inch by 8 -inch concrete compressive 6 inches, temperature 73 degrees Fahrenheit at data report for additional mix and sample Inspected reinforcing steel for two high -mast concrete caisson foundations were previously casting a reinforced - concrete mat foundation Review of project plans provided the reinforcing letters were provided by Structural Engineers. Engineering Services required that the mat mechanical connection. A letter dated October use of concrete to concrete frictional connections Reinforcing steel consisted of two layers vertically 18 inches with 3 inches of clearance extended 36 inches, measuring 36 to 42 #4 ties at two ties per set. Sixteen #6 vertical clearance was maintained per plan. Concrete Placement Inspected concrete placement for 28 yds notes call for 3000 psi concrete. No mix Placed concrete at two high -mast light foundation northwest corner of the playfields. Concrete consolidated with a mechanical stinger. location at 8 cubic yards placed. One set strength cylinders was cast. Slump measured 13:35 hours. See the compressive strength hayremcelroy Rev 1 1 /6/07 Page 1 of 2 HMA Inspector Print Name Gee Hayre HMA Representative Signature Acknowledged By Signature hayremcelroy c ia L , Lic Rev 1 1/6/07 information. Location 2 was in the center of the eastern most area of the playfields, just west of the main entry gate to the site. Due to soft ground conditions, the concrete truck was unable to access the pour location. Duchess used a Bobcat mini-loader to transport the concrete from the truck chute to the pour location. The concrete was consolidated with a stinger. To the best of my knowledge, the work observed was in general conformance with the approved Plans, Specifications, and governing building code. Page 2 of 2 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (inch COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE /n>,�ausrerrern below specification) A 8735 7 11/24/08 4 66620 12.57 5300 2 B 8735 28 12/15/08 4 81740 12.57 6500 2 C 8735 28 12/15/08 4 80540 12.57 6410 2 D 8735 H Average PSI at 28 days 6460 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869 -6750 fx: 425.869 -6761 PROJECT: DATE: CLIENT: SPECIFIED STRENGTH: 3000 psi at 28 days Pour Location: NW Light Pole Fnd. Cast By: J.McElroy Sampled At. (yd3): 8.00 of 28 Time Batched: Time Sampled Concrete: CONCRETE INFORMATION Slump 6 inches Concrete Temp 73 deg. F Cement Content 51/2 sacks Max. Aggregate 7/8 inch Air Content N/A % Unit Weight N/A Ibs/ft3 Ticket No. 216840 Truck No. M156 Other deg. F Water Added On Site: OTHER: Remarks: Star Fire November 17, 2008 Duchess Construction 12:17pm. 13:35pm Grout: Date Received In Lab: 11/18/08 Compressive Strength 04/01/06 revised 10/01/06 0 g /y COMPRESSIVE STRENGTH DATA REPORT HMA PROJECT No.: 08-215 BLDG PERMIT No.: D08 -343 CONTRACTOR: Duchess Construction SUPPLIER: Miles Concrete GRID /ELEV: N/A Mix No: Load Size: Samples. Cast Masonry: Authorized By: Tested By: GW hayremcelroy -Q 01550 11.00 yd 1 set f 4 -4x8's MATERIAL TESTED Other: BATCH WEIGHTS Cement 5687 lbs. Fine Aggregate 16,200 lbs. Coarse Aggregate 20,480 lbs. Flyash /Slag NBW lbs. Water 2781 lbs. Admix 1 WRAD -64 NBW oz./ Admix 2 Adva NBW oz./ Admix 3 Daravair NBW oz./ Other per yard COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 Reviewed By: .j f*.., SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) ( ) AVERAGE CROSS SECTION AREA (inch2) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE � �� �,� " below specification) A 8745 7 11/25/08 4 54580 12.57 4340 2 B 8745 28 12/16/08 4 73520 12.57 5850 2 C 8745 28 12/16/08 4 76930 12.57 6120 2 D 8745 H Average PSI at 28 days 5990 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869 -6750 fx: 425.869 -6761 PROJECT: DATE: CLIENT: SPECIFIED STRENGTH: Pour Location: Cast By: Sampled At. (yd3): Time Batched: Time Sampled Concrete: Water Added On Site: OTHER: Remarks: Date Received In Lab: Compressive Strength 04/01/08 revised 10/01/06 14800 Star Fire Way November 18, 2008 Duchess Construction,LLC 3000 psi at 28 days Light Pole Footings Waine Aynes 20.00 of 25.00 1:12PM 2:15PM Grout: 0 CONCRETE INFORMATION Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 6 1/2 76.2 5 1/2 7/8 N/A N/A 216910 M074 inches deg. F sacks inch Ibs/ft3 deg. F 11/19/08 15 g /y COMPRESSIVE STRENGTH DATA REPORT Tested By: HMA PROJECT No.: BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast Masonry: Authorized By: GW 0 hayremcelroy -- 08-215 D08 -343 Duchess Construction, LLC Miles Concrete S3 and S6 1550 10.00 Other: Gary COMPRESSIVE STRENGTH TEST DATA (ASTM C3 1 Set of 4 -4x8's yd MATERIAL TESTED 0 BATCH WEIGHTS Cement Fine Aggregate Coarse Aggregate Flyash /Slag Water Admix 1 Admix 2 Admix 3 Other 522 1428 1852 NBW 30.95 NBW NBW NBW NBW lbs. lbs. lbs. lbs. lbs. oz./ oz./ oz./ Reviewed By: ,j SPECIAL INSPECTION DAILY REPORT Project Information Contract Information Date: November 19, 2008 Permit No: D08 - 343 Project Name: 14800 Star Fire Way Contract Duration: -- Project No: 08 -215 Reviewed by: Ct LA DFR No: 08.11.19GW Date Reviewed: 1 1 1 Project Location: 14800 Star Fire Way, Tukwila Revised Duration: -- Client : Duchess Construction, Inc. Contract Calendar Days Used: -- Contractor: Duchess Construction, Inc. Contract Calendar Days Remaining: -- Work Conditions Inspection Type (s) / Coverage Temperature Documents Referenced: Weather IBC Chapter 17: Site Condition Site Equipment: 1 Structural Masonry a, Structural Steel/Welding j Foundation /Soils tii; TESC /BMP ti. Auger Cast Pile ti . Lateral Wood Framing ; Reinforced Concrete ai Post - Tensioned Concrete Shotcrete Proprietary Anchor /Epoxy C a Light Gauge Steel iii Fire- Proofing Location and Description of Inspection Arrived on site for cylinders pick -up (one set of 4 "x 8 ") for compressive test. Samples cast on 11/18/08. Transported test specimens to Redmond lab where they were stripped, logged in and prepared for moist curing. Items requiring correction HMA Inspector Print Name Malgorzata Williams HMA Representative Signature Observation Hours Time on site / Report / Transport Cylinder — 1.5hrs Acknowledged By Signature hayremcelroy Page 1 of 1 2'57 152nd Avenue NE Redmond, WA 98052 ph:425.869 -6750 fx: 425.869 -6761 PROJECT: DATE: CLIENT: Star Fire Way November 14, 2008 Duchess Construction SPECIFIED STRENGTH: 3000 psi at 28 days Pour Location: Cast By: Sampled At. (yd3): Time Batched: Time Sampled MATERIAL TESTED Concrete: El Footing L Nygard 8.00 8 1:15 2:00 Grout: CONCRETE INFORMATION Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temp 4 1/2 inches 63 deg. F 5.5 sacks 7/8 inch N/A % N/A Ibs /ft3 15142 M134 48 deg. F Water Added On Site: OTHER: Remarks: Date Received In Lab: 11/15/08 Compressive Strength 04/01/06 revised 10/01/06 O g /y3 COMPRESSIVE STRENGTH DATA REPORT Tested By: HMA PROJECT No.: 08 -215 BLDG PERMIT No.: D08343 CONTRACTOR: SUPPLIER: GRID /ELEV: Mix No: Load Size: Samples. Cast Masonry: Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, GW 0 hayrem troy Duchess Construction Miles Sands and Gravel Light Pole On East Side 1550 8.00 1 Set of 4 -4x8's Other: • y d3 BATCH WEIGHTS Cement Fine Aggregate Coarse Aggregate Flyash/Slag Water Admix 1 Admix 2 Admix 3 Other 4130 12940 14920 NBW 865 0 0 0 lbs. lbs. lbs. lbs. lbs. oz./ oz./ oz./ prn OF To 2 3 ?008 C1231, C780, C1019 /TCE SAMPLE No. A B C D LAB No. 8726 8726 8726 8726 TEST AGE 7 28 28 H DATE OF TEST 11/21/08 12/12/08 12/12/08 Hold AVERAGE DIAMETER 4.00 4.00 4.00 MAXIMUM LOAD (Ibs) 46550 66040 67430 AVERAGE CROSS SECTION AREA (inch 12.57 12.57 12.57 Average PSI at 28 days COMPRESSIVE STRENGTH (psi) 3700 5260 5370 5320 TYPE OF FRACTURE (requuedd strength below specification) 2 2 2 Reviewed By: JAIN- SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION AREA (inch COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE (required (,� u below specification) A 8735 7 11/24/08 4 66620 12.57 5300 2 B 8735 28 12/15/08 4 81740 12.57 6500 2 C 8735 28 12/15/08 4 80540 12.57 6410 2 D 8735 H Average PSI at 28 days 6460 • 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869 -6750 N: 425.869 -6761 PROJECT: Star Fire DATE: November 17, 2008 CLIENT: Duchess Construction SPECIFIED STRENGTH: 3000 psi at 28 days Pour Location: NW Light Pole Fnd. Cast By: J.McElroy Sampled At. (yd3): 8.00 of 28 Time Batched: Time Sampled Concrete: CONCRETE INFORMATION Slump 6 inches Concrete Temp 73 deg. F Cement Content 5 1/2 sacks Max. Aggregate 7/8 inch Air Content N/A % Unit Weight N/A lbs/ft3 Ticket No. 216840 Truck No. M156 Other deg. F Water Added On Site: OTHER: Remarks: 12:17pm. 13:35pm Grout: Date Received In Lab: 11/18/08 Compressive Strength 04/01/06 revised 10/01/06 0 0 g /y COMPRESSIVE STRENGTH DATA REPORT HMA PROJECT No.: 08 -215 BLDG PERMIT No.: D08 -343 CONTRACTOR: Duchess Construction SUPPLIER: Miles Concrete GRID /ELEV: N/A Mix No: Load Size: Samples. Cast Masonry: Authorized By: Tested By: GW hayrerncelroy -0- 01550 11.00 yd 1 set f 4 -4x8's MATERIAL TESTED Other: BATCH WEIGHTS Cement 5687 lbs. Fine Aggregate 16,200 lbs. Coarse Aggregate 20,480 lbs. Flyash /Slag NBW lbs. Water 2781 lbs. Admix 1 WRAD -64 NBW oz./ Admix 2 Adva NBW oz./ Admix 3 Daravair NBW oz./ Other per yard COMPRESSIVE STRENGTH TEST DATA (ASTM C39. C1231. C7 0 Reviewed By: .\ rm, SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION AREA (inch2) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE /reyu;,ea if strength belowspec;Bcaeon/ A 8745 7 11/25/08 4 54580 12.57 4340 2 B 8745 28 12/16/08 4 73520 12.57 5850 2 C 8745 28 12/16/08 4 76930 12.57 6120 2 D 8745 H Average PSI at 28 days 5990 2757 152nd Avenue NE COMPRESSIVE STRENGTH h a y re m c e l ro y - Redmond, WA 98052 DATA REPORT ph:425.869 -6750 fx: 425.869 -6761 PROJECT: DATE: CLIENT: SPECIFIED STRENGTH: Pour Location: Cast By: Sampled At. (yd3): Time Batched: Time Sampled Concrete: Water Added On Site: OTHER: Remarks: Date Received In Lab: Compressive Strength 04 /01/06 revised 10/01/06 14800 Star Fire Way November 18, 2008 Duchess Construction, LLC 3000 psi at 28 days Light Pole Footings Waine Aynes 20.00 of 25.00 1:12PM 2:15PM Grout: 11/19/08 0 CONCRETE INFORMATION Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 6 1/2 76.2 5 1/2 7/8 N/A N/A 216910 M074 inches deg. F sacks inch Ibs /ft3 deg. F 15 g /y Tested By: HMA PROJECT No.: BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRID /ELEV: Mix No: Load Size: Samples. Cast Masonry: Authorized By: GW 08 -215 D08 -343 Duchess Construction, LLC Miles Concrete S3 and S6 1550 10.00 1 Set of 4 -4x8's MATERIAL TESTED Other: BATCH WEIGHTS Cement Fine Aggregate Coarse Aggregate Flyash /Slag Water Admix 1 Admix 2 Admix 3 Other 522 1428 1852 NBW 30.95 NBW NBW NBW NBW lbs. lbs. lbs. lbs. lbs. oz./ oz./ oz./ Gary COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C101 Reviewed By: yd3 FIELD INSPECTION DAILY REPORT COMMUNITY DEVELOPMENT Project Information Contract Information Date: 11 -18 -08 Permit No: D08 - 343 Project Name: 14800 Star Fire Contract Duration: N/A Project No: 08 -215 Reviewed by: J. McElroy DFR No: 08.11.18WA Date Reviewed: 11/20/08 Project Location: 14800 Star Fire Way, Tukwila Revised Duration: N/A Client : Duchess Construction Inc. Contract Calendar Days Used: N/A Contractor: Duchess Construction Contract Calendar Days Remaining: N/A Work Conditions Inspection Type (s) / Coverage Temperature 52F Documents Referenced: Plans and Specs Weather Sunny IBC Chapter 17: N/A Site Condition muddy Site Equipment: Track Excavator/ 331 Bobcat ❑ Structural Masonry ❑ Structural Steel/Welding ❑ Light Gauge Framing o Lateral Wood Framing ❑ TESC /BMP ❑ Batch Plant X Reinforced Concrete . o Shotcrete. o Post - Tensioned Concrete o Fire - Proofing Location and Description' of Inspection Onsite as requested by Duchess Construction Inc. to concrete samples. One set of 4 -4x8's obtained during Also while on site I was dispatched to pick up the samples to the HMA laboratory. While on site the reinforcing steel was inspected for the to conform with the approved structural drawings. The of 60 the concrete mix falls under ASTM C -94. Pole S3 calls for a 42" square top with #4 ties and 16 11'x11' with 2' between the two mats. The mats calls Pole S6 calls for a 36" square top with #4 ties and 16 with 2' between the two mats. The mats call for #6 reinforcing � Min ., j w ff ic: f�. V ,If . Fri 1 ! � r•‘-',, Tyr .-- 'l weird inspect reinforcing steel for light poles, and to obtain the placement of the second concrete truck load. taken on 11- 17 -08. These samples were taken footings of light poles # S3 and # S9, and observed reinforcing steel falls under ASTM A -6, with a grade #6 verticals. The footing has two mats that are for #6 reinforcing steel at 10" EW. #6 verticals. The footing has two mats that are 9'x 9' steel at 10" EW. \ \ 4 , N. FF , , .. I' .. ,` Items requiring correction /Modification hayremc HMA Inspector Print Name HMA Representative Signature Acknowledged By Signature Waine Aynes Hayre McElroy & Associates, LLC RECEIVED DEC ' 11 2008 Page 1 of 1 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION AREA (inch COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE (required i /strength below specification) A 8660 7 11/6/08 4 42770 12.57 3400 2 B 8660 28 11/27/08 4 69240 12.57 5510 2 C 8660 28 11/27/08 4 70790 12.57 5630 2 D 8660 H Average PSI at 28 days 5570 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869 -6750 fx: 425.869 -6761 PROJECT: DATE: CLIENT: SPECIFIED STRENGTH: Pour Location: Cast By: Sampled At. (yd3): Time Batched: Time Sampled Concrete: 14800 Star Fire Way October 30, 2008 Duchess Construction 4000 psi at 28 days Footing (12' X 12' X 2') Mehrdad Nejati 10.00 of 10.0 1:20 P.M. 2:13 P.M. Grout: CONCRETE INFORMATION Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temp 6" inches 68 deg. F 5 1/2 sacks 3/4 inch N/A % N/A lbs/ft3 216176 M041 65 deg. F Water Added On Site: OTHER: Remarks: Date Received In Lab: Compressive Strength 04 /01/06 revised 10/01/06 g /y COMPRESSIVE STRENGTH DATA REPORT HMA PROJECT No.: BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRID /ELEV: Mix No: Load Size: Samples. Cast Masonry: BATCH WEIGHTS n. Cement Fine Aggregate Coarse Aggregate Flyash /Slag Water Admix 1 Admix 2 Admix 3 Other 5195 15380 18842 NBW 1890 NBW NBW NBW NBW lbs. lbs. lbs. lbs. lbs. oz./ oz./ oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39. C1 10/31/08 Tested By: GW hayremcelro R C iV DEC 11 2008 08 -215 D08 -343 Duchess Construction Miles Gravel and Concrete Pole #4 @ Seattle Sounders Practice Field 1550 10.00 1 Set of 4 -4x8's Other: COMMUNITY DEVELOPM MT yd Reviewed By: 1 1� SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) ) AVERAGE CROSS SECTION AREA (inch COMPRESSIVE STRENGTH it ( p " TYPE OF FRACTURE (required it strength below specification) A 8671 7 11/7/08 4 54650 12.57 4350 2 B 8671 28 11/28/08 4 79930 12.57 6360 2 C 8671 28 11/28/08 4 81000 12.57 6450 2 D 8671 H Average PSI at 28 days 6410 ' 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869 -6750 fx: 425.869 -6761 PROJECT: DATE: CLIENT: SPECIFIED STRENGTH: 3000 psi at 28 days Pour Location: Cast By: Sampled At. (yd3): Time Batched: Time Sampled Concrete: OTHER: Remarks: El Water Added On Site: Date Received In Lab: Compressive Strength 04/01/06 revised 10/01/06 14800 Star Fire Way October 31, 2008 Duchess Construction,LLC Footings Mehrdad Nejati 10.00 of 10.0 11:30 A.M. 12:05 P.M. MATERIAL TESTED Grout: 11/1/08 • CONCRETE INFORMATION Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temp 6" inches 68 deg. F 51/2 sacks 3/4 inch N/A % N/A lbs/ft3 215226 M086 65 deg. F g /y 3 COMPRESSIVE STRENGTH DATA REPORT Tested By: HMA PROJECT No.: BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRID /ELEV: Mix No: Load Size: Samples. Cast Masonry: BATCH WEIGHTS__, Cement Fine Aggregate Coarse Aggregate Flyash /Slag Water Admix 1 Admix 2 Admix 3 Other 8475 14720 18842 NBW 229 NBW NBW NBW NBW lbs. lbs. lbs. lbs. lbs. oz./ oz./ oz./ Authorized By: 1550 COMPRESSIVE STRENGTH TEST DATA (A GW hayrem RECEIVE DEC i 1 1 2008 08 -215 D08 -343 Duchess Construction, LLC Miles Concrete Pole #3 & 8 @ Seattle Sounders Practice Field 10.00 yd 1 Set of 4 -4x8's Other: Reviewed By: COMM •I DEVELOPMENT O ki SPECIAL INSPECTION DAILY REPORT DEC 01 2008 Project Information Contract Information Date: 11 -17 -08 Permit No: DOW406 , 4 Project Name: Starfire Contract Duration: -- Project No: 08 -215 Reviewed by: J. McElroy DFR No: 08.11.17GH Date Reviewed: 11/18/08 Project Location: 14800 Starfire, Tukwila, WA Revised Duration: -- Client : Duchess Construction Contract Calendar Days Used: -- Contractor: Duchess Construction Contract Calendar Days Remaining: -- Work Conditions Inspection Type (s) / Coverage Temperature 60 Deg F Documents Referenced: Plans and Specs, Structural Eng. Letters (10 -8 -08 and 10- 10 -08) Weather Clear IBC Chapter 17 Site Condition Moist to Wet Site Equipment: Bobcat mini - loader ❑ Structural Masonry ❑ Structural Steel/Welding ❑ Foundation /Soils ❑ Light Gauge Framing ❑ Lateral Wood Framing ❑ - Batch Plant . . • ✓ Reinforced Concrete ❑ Shotcrete ❑ Post - Tensioned Concrete ❑ Fire - Proofing Location and Description of Inspection As requested by Duchess Construction arrived on site on 11 -17 -08 for scheduled placement of concrete for two retrofitted high -mast lighting foundation bases. Steel Reinforcement light pole foundations. Thirty to 36 -inch diameter constructed. The current construction consists of to the existing caissons. schedule and dimensions for the mat. Two A letter dated October 8, 2008 by Bergquist foundation be connected to the existing caissons by 10, 2008 by Richard Foley, P.E. approved the to the existing caissons. #6 bar at 10 inches on- center each way spaced top and bottom. A pedestal above the mat square (depending on the configuration) with bars were installed per plan. Three -inch minimum of Miles concrete mix #01550. Structural general was available on site. locations. Location 1 was in the most was placed via chute at this location and representative sample was obtained at this of four, 4 -inch by 8 -inch concrete compressive 6 inches, temperature 73 degrees Fahrenheit at data report for additional mix and sample Inspected reinforcing steel for two high -mast concrete caisson foundations were previously casting a reinforced - concrete mat foundation Review of project plans provided the reinforcing letters were provided by Structural Engineers. Engineering Services required that the mat mechanical connection. A letter dated October use of concrete to concrete frictional connections Reinforcing steel consisted of two layers of vertically 18 inches with 3 inches of clearance extended 36 inches, measuring 36 to 42 inches #4 ties at two ties per set. Sixteen #6 vertical clearance was maintained per plan. Concrete Placement Inspected concrete placement for 28 yds notes call for 3000 psi concrete. No mix design Placed concrete at two high -mast light foundation northwest corner of the playfields. Concrete consolidated with a mechanical stinger. One location at 8 cubic yards placed. One set strength cylinders was cast. Slump measured 13:35 hours. See the compressive strength hayremc Rev 1 1 /6/07 RECEIVED Page 1 of 2 HMA Inspector Print Name Gee Hayre HMA Representative Signature Acknowledged By Signature hayremcetroy &dsocia information. Rev 1 1 /6/07 .414 Location 2 was in the center of the eastern most area of the playfields, just west of the - main entry gate to the site. Due to soft ground conditions, the concrete truck was unable to access the pour location. Duchess used a Bobcat mini-loader to transport the concrete from the truck chute to the pour location. The concrete was consolidated with a stinger. To the best of my knowledge, the work observed was in general conformance with the approved Plans, Specifications, and governing building code. Page 2 of 2 "7+ NED 7008 -'^' SPECIAL INSPECTION DAILY REPORT ! Project Information Contract Information 91 14 Date: November 19, 2008 Permit No: D08 - 343 Project Name: 14800 Star Fire Way Contract Duration: -- Project No: 08 -215 Reviewed by: ci tA DFR No: 08.11.19GW Date Reviewed: I ` I . -ED Project Location: 14800 Star Fire Way, Tukwila Revised Duration: -- Client : Duchess Construction, Inc. Contract Calendar Days Used: -- Contractor: Duchess Construction, Inc. Contract Calendar Days Remaining: -- Work Conditions Inspection Type (s) / Coverage Temperature Documents Referenced: Weather IBC Chapter 17: Site Condition Site Equipment: -• Structural Masonry Structural Steel/Welding k ' Foundation /Soils tgt TESC /BMP ..5 ®3 Auger Cast Pile Ins: Lateral Wood Framing El Cf Reinforced Concrete Post- Tensioned Concrete Shotcrete Proprietary Anchor /Epoxy Light Gauge Steel Fire- Proofing . Location and Description of Inspection Arrived on site for cylinders pick -up (one set of 4 "x 8 ") for compressive test. Samples cast on 11/18/08. Transported test specimens to Redmond lab where they were stripped, logged in and prepared for moist curing. Items requiring correction HMA Inspector Print Name Malgorzata Williams HMA Representative Signature Observation Hours Time on site / Report / Transport Cylinder — 1.5hrs Acknowledged By Signature hayremcelroy &ass SPECIAL INSPECTION DAILY REPORT NUV z U LUUI 4 c ,i1 sY Project Information Contract Information Date: November 14, 2008 Permit No: / DO8343'EV ) Project Name: 14800 Star Fire Way Contract Duration: , -- Project No: 08 -215 Reviewed by: l/t DFR No: 08.11.14.LN Date Reviewed: 41 I I Project Location: 14800 Star Fire Way, Tukwila Revised Duration: -- Client : Duchess Construction Inc. Contract Calendar Days Used: -- Contractor: Duchess Construction Inc. Contract Calendar Days Remaining: -- Work Conditions Inspection Type (s) / Coverage Temperature 49 Deg F Overcast Documents Referenced: IBC Chapter 17: Weather Site Condition Wet Site Equipment: Reinforced Concrete • Post - Tensioned Concrete J Shotcrete Post- Tensioned Concrete- Light Gauge Steel Fire- Proofing Structural Masonry di Structural Steel/Welding - CV Foundation /Soils. Structural Steel/Welding Auger Cast Pile • b Lateral Wood Framing (Moisture Testing) • Location and Description of Inspection HMA rep on site as requested by Duchess Construction for scheduled concrete placement inspection. Concrete Placement Observed the placement of 8 yds' of Miles mix #01550 placed in footing for the light pole on the west side of the soccer fields. Concrete was placed via tailgate and consolidated with mechanical vibration. Prior to placement re -steel was inspected and found to be of proper size, number, spacing, clearances, and splice lengths as per plans. One set of four 4x8 compressive strength test specimen were cast. , y. . . y fit. ' _y j , 'V.\ �` ' ' r � ' t1 • A a 3 , n„s,:..,.n.•. • To the best of my knowledge above work and material were in conformance with applicable plans, specs and codes Items requiring correction HMA Inspector Print Name Larry Nygard HMA Representative Signature Acknowledged By Signature hayremcelroy RECEIVED SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION AREA (inch COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE (required �,, ;,, below specification) A 8596 7 10/21/08 4 38580 12.57 3070 2 B 8596 28 11/11/08 4 52960 12.57 4210 2 C 8596 28 11/11/08 4 48720 12.57 3880 2 D 8596 H Average PSI at 28 days 4050 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869 -6750 fx: 425.869 -6761 PROJECT: 14800 Star Fire Way HMA PROJECT No.: DATE: October 14, 2008 BLDG PERMIT No.: CLIENT: Dutchess Countractor, Inc CONTRACTOR: SPECIFIED STRENGTH: 3500 psi. at 28 days SUPPLIER: Pour Location: Slab on grade GRID /ELEV: Cast By: John Miller Mix No: Sampled At. (yd3): 3.00 of 11.00 Load Size: 10:08am Samples. Cast Time Batched: Time Sampled MATERIAL TESTED Concrete: EI 11:20am Grout: 0 CONCRETE INFORMATION Slump 5 inches Concrete Temp 57 deg. F Cement Content 5.5 sacks Max. Aggregate 3/4 inch Air Content 5 Unit Weight N/A Ibs /ft3 Ticket No. 119909 Truck No. 150 Ambient Temp 61 deg. F Water Added On Site: OTHER: 15 g/y COMPRESSIVE STRENGTH DATA REPORT Masonry: Authorized By: 0 COMPRESSIVE STRENGTH TEST DATA (ASTM C39. C1231, C780. C1019 hayremcelroy __- RECEIVED NOV 2 0 2008 08 -21 COMMU D08 -343 Duchess Construction Corliss Resources j1550a 11.00 yd 3 1 set of 4 -4x8's Other: 0 MENT BATCH WEIGHTS Cement 519 lbs. Fine Aggregate 1355 lbs. Coarse Aggregate 1827 lbs. Flyash/Slag NBW lbs. Water 239 lbs. Admix 1 Glenium 13.8 oz./ Admix 2 MBAE -90 4.5 oz./ Admix 3 0 oz./ Other 0 Remarks: Date Received In Lab: 10/15/08 Compressive Strength 04/01/06 revised 10/01 /06 Tested By: GW Reviewed B : SAMPLE No. LAB No. TEST AGE DATE TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) ( ) AVERAGE CROSS SECTION AREA (inch2) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE �ieQfA1BdNai� s6, belowspedfication) A 8578 7 10/17/08 4 32040 12.57 2550 2 B 8578 28 11/7/08 4 47210 12.57 3760 2 C 8578 28 11/7/08 4 52200 12.57 4150 2 D 8578 H Average PSI at 28 days 3960 2757 152nd'Avenue NE COMPRESSIVE STRENGTH h ayre m ce l soy Redmond, WA 98052 DATA REPORT - = RECEIVED ph:425.869 -6750 fx: 425.869-6761 NOV 2 0 2008 PROJECT: 14800 Star Fire Way HMA PROJECT No.: 08 -215 COMMUNITY DATE: October 10, 2008 BLDG PERMIT No.: D08 -343 CLIENT: Dutcher Construction CONTRACTOR: " Duchess Construction SPECIFIED STRENGTH: 3000 psi at 28 days SUPPLIER: Corliss Resources Pour Location: Slab on grade GRID /ELEV: Cast By: John Miller Mix No: P1301A Sampled At. (yd3): 3.00 of 11.00 Load Size: 10:49 Samples. Cast Time Batched: Time Sampled Concrete: Water Added On Site: OTHER: Remarks: El 12:07 MATERIAL TESTED Grout: CONCRETE INFORMATION Slump 5 inches Concrete Temp 57 deg. F Cement Content N/A sacks Max. Aggregate 3/4 inch Air Content 5 Unit Weight N/A Ibs/ft3 Ticket No. 42282 Truck No. 153 Ambient Temp 51 deg. F Date Received In Lab: 10/11/08 Compressive Strength 04/01/06 revised 10/01/06 13 g/y Masonry: BATCH WEIGHTS Cement 431 lbs. Fine Aggregate 1487 lbs. Coarse Aggregate 1709 lbs. Flyash /Slag 64 lbs. Water 248 lbs. Admix 1 Glenium 44 oz./ Admix 2 MBAE -90 5 oz./ Admix 3 0 oz./ Other 0 Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39. C1231. C780. C1019 Tested By: GW 0 11.00 1 set of 4-4x8's Other: Contractor Reviewed By: y d 3 0 S� SPECIAL INSPECTION DAILY REPORT NUV I V L Project Information Contract Information COMMUNIT Date: 10/30/2008 Permit No: D08 - 343 IJEVLLUViiii Project Name: 14800 Star Fire Way Contract Duration: -- Project No: 08 -215 Reviewed by: 1 U DFR No: 10.30.08 MN Date Reviewed: (1 ! l Project Location: 14800 Star Fire Way, Tukwila, WA. Revised Duration: -- Client : Duchess Construction Contract Calendar Days Used: -- Contractor: Duchess Construction Contract Calendar Days Remaining: -- Work Conditions Inspection Type (s) / Coverage Temperature 61° F Documents Referenced: Approved Set of Plans and details Weather Overcast IBC Chapter 17: Site Condition good Site Equipment: I Structural Masonry J l , o n Reinforced Concrete Post- Tensioned Concrete Shotcrete . Post- Tensioned Concrete Light Gauge Steel • Fire- Proofing Epoxy Dowel Inspection s Structural Steel/Welding ii Foundation /Soils ti TESC /BMP ® Auger Cast Pile l Lateral Wood Framing Ei Location and Description of Inspection . Inspector Mehrdad Nejati • Rebar placement arrived on site as requested by Dutcher for square footing (12' X 12' X 2') centered for the footing as mentioned above. Construction for inspection /observation of: at the existing Pole #4 located @ Seattle Sounders Practice and shop drawings. Weight Miles provided Concrete Mix #01550 with 28 day proper spacing, lap, size, grade, cleanliness, and clearance. Placed C143, C172 and C1064 and (1) set of 4" X 8" compressive testing: Field. • Concrete placement • Locations inspected by checking Approved contract drawing By the end of inspection contractor placed a total of 10 Yd of Normal- compressive strength of 4000 PSI and mechanically consolidated. Continuous inspection included checking the re -bar placement for concrete was observed and will be tested at the lab per ASTM C31, strength specimens were cast at the field. The following information pertains to the mix design sampled for I W /C: .50 I Concrete Temp: 68 °F I Air Temp: 63 °F I Slump: 6" I Time Sampled: 2:17 P.M. At the end of today's inspection it was noted by the inspector that the plans, specifications and applicable codes were followed by the contractor. 0 . ,s ue J { � --Y-' •-- ' �:..... "�'�'a- • k r . t 1 � . '+ .�, � 33 � � a fib tl a, 1� ,•, . �r 11 ' f t I - t F ". - v WO if , „ _ t ,M-+- R, 1 �+ { Tl� =._ hay&e Page 1 of 1 RECEIVED O.htr 1 n ^Ann HMA Inspector Print Name HMA Representative Signature Acknowledged By Signature Mehrdad Nejati �dT SPECIAL INSPECTION DAILY REPORT Project Information COMMtmi i y Contract Information MN/F1 r]PEyIp;dT Date: 10/31/2008 Permit No: D08 - 343 Project Name: 14800 Star Fire Way Contract Duration: -- Project No: 08 -215 Reviewed by: DFR No: 10.31.08 MN Date Reviewed: I ( /p j Project Location: 14800 Star Fire Way, Tukwila, WA. Revised Duration: -- Client : Duchess Construction, Inc. Contract Calendar Days Used: -- Contractor: Duchess Construction, Inc. Contract Calendar Days Remaining: -- Work Conditions Inspection Type (s) I Coverage Temperature 61 F Documents Referenced: Approved Set of Plans and details Weather Overcast IBC Chapter 17: Site Condition good Site Equipment: - 411 Structural Masonry p Reinforced Concrete Post - Tensioned Concrete Shotcrete Post- Tensioned Concrete Light Gauge Steel Fire - Proofing Epoxy Dowel Inspection t Structural Steel/Welding j Foundation /Soils ® TESC /BMP © Auger Cast Pile m Lateral Wood Framing Till a Wv.. 1 ej Location and Description of Inspection • Inspector Mehrdad Nejati • Rebar placement arrived on site as requested by Dutcher for square footings centered at the for the footings as mentioned above. Construction for inspection /observation of: existing Pole #3 & Pole #8 located @ Seattle Sounders Practice Field. and shop drawings. Weight Miles provided Concrete Mix #01550 with 28 day proper spacing, lap, size, grade, cleanliness, and clearance. Placed C143, C172 and C1064 and (1) set of 4" X 8" compressive testing: • Concrete placement + Locations inspected by checking Approved contract drawing By the end of inspection contractor placed a total of 10 Yd of Normal- compressive strength of 4000 PSI and mechanically consolidated. Continuous inspection included checking the re -bar placement for concrete was observed and will be tested at the lab per ASTM C31, strength specimens were cast at the field. The following information pertains to the mix design sampled for W /C:.49 I Concrete Temp: 67 °F 1 Air Temp: 61 °F 1 Slump: 6" I Time Sampled: 12:05 P.M. At the end of today's inspection it was noted by the inspector that the plans, specifications and applicable codes were followed by the contractor. 1,; , ! r:� y: .,c `4n ° :, \ --, • 1 r' `. hay&emc RECEWED i!Otu E n 'flna HMA Inspector Print Name HMA Representative Signature Acknowledged By Signature Mehrdad Nejati Page 1 of 1 SPECIAL INSPECTION DAILY REPORT • _ Project Information Contract Information p, T Date: November 3, 2008 Permit No: D08343 Project Name: 14800 Star Fire Way Contract Duration: -- Project No: 08 - 215 Reviewed by: 1,1 DFR No: 08.11.03LN Date Reviewed: (( l Project Location: 14800 Star Fire Way, Tukwila Revised Duration: -- Client : Duchess Construction Inc. Contract Calendar Days Used: -- Contractor: Duchess Construction Inc. Contract Calendar Days Remaining: -- Work Conditions Inspection Type (s) / Coverage Temperature 49 Deg F Documents Referenced: Weather Light Rain IBC Chapter 17: Site Condition Wet Site Equipment: t. Structural C , Structural I Foundation Masonry Steel/Welding /Soils - Steel/Welding Cast Pile . Wood Framing (Moisture Testing) tt D xtie Ll I Reinforced Concrete . Post- Tensioned Concrete Shotcrete Post- Tensioned Concrete Light Gauge Steel � .. Fire - Proofing ® Structural m Auger tdd Lateral Location and Description of Inspection HMA rep on site as requested by Duchess Construction for scheduled concrete sample pick -up Arrived on site to pick up one set of four 4x8 concrete samples cast on 10/31, at that time I was notified that the samples were locked in a conex box and that no one on site had a key. Samples will have to be picked - up tomorrow. To the best of my knowledge above work and material were in conformance with applicable plans, specs and codes Items requiring correction • hay&eelroy , mc t RECEIVED I : J (1 70018 HMA Inspector Print Name HMA Representative Signature Acknowledged By Signature Larry Nygard SPECIAL INSPECTION DAILY REPORT f1fi3 ; A ry Project Information Contract Information Date: November 4, 2008 Permit No: D08 -343 COMMUNIT ∎'FIrFLOP Project Name: 14800 Star Fire Way Contract Duration: i -- Project No: 08 -215 Reviewed by: DFR No: 08.11.04GW Date Reviewed: I l I OA Project Location: 14800 Star Fire Way, Tukwila Revised Duration: -- Client : Duchess Construction, Inc. Contract Calendar Days Used: -- Contractor: Duchess Construction, Inc. Contract Calendar Days Remaining: -- Work Conditions Inspection Type (s) I Coverage Temperature Documents Referenced: Weather IBC Chapter 17: Site Condition Site Equipment: si Structural Masonry Steel/Welding /Soils /BMP Cast Pile Wood Framing +- n Reinforced Concrete . Post- Tensioned Concrete Shotcrete Proprietary Anchor /Epoxy Light Gauge Steel . Fire - Proofing lir Structural 0 Foundation El x , ®a TESC m Auger m if Lateral b Location and Description of Inspection Arrived on site for cylinders pick -up (one set of 4 "x 8 ") for compressive test. Samples cast on 10/31/08. Transported test specimens to Redmond lab where they were stripped, logged in and prepared for moist curing. Items requiring correction HMA Inspector Print Name Malgorzata Williams HMA Representative Signature Observation Hours Time on site / Report / Transport Cylinder — 1.5hrs Acknowledged By Signature hay&e 7 7CEIVE SAMPLE No. LAB No. TEST AGE DATE TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (inch COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE (mulled ,„�„ ca/owspeufcation/ A 8568 7 10/14/08 4 38300 12.57 3050 2 B 8568 28 11/4/08 4 48960 12.57 3900 2 C 8568 28 11/4/08 4 51940 12.57 4130 2 D 8568 H Average PSI at 28 days 4020 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869 -6761 PROJECT: DATE: CLIENT: SPECIFIED STRENGTH: 3000 psi at days Pour Location: Cast By: Sampled At. (yd3): Time Batched: Time Sampled Concrete: OTHER: Remarks: Water Added On Site: Star Fire Locker Room October 7, 2008 Dutchess Countractor Inc. Walls W.Aynes 11.00 of 11.00 8:30AM 10:00AM MATERIAL TESTED Grout: 0 CONCRETE INFORMATION Slump 41/2 inches Concrete Temp 68.5 deg. F Cement Content 5.5 sacks Max. Aggregate 3/4 inch Air Content N/A % Unit Weight N/A Ibs/ft3 Ticket No. 42217 Truck No. 147 Other Date Received In Lab: 10/8/08 Compressive Strength 04/01/06 revised 10/01/06 15 g /y COMPRESSIVE STRENGTH DATA REPORT HMA PROJECT No.: 08 -215 BLDG PERMIT No.: 008 -343 CONTRACTOR: Dutchess SUPPLIER: Corliss Plant 002 GRID /ELEV: J line Mix No: Load Size: Samples. Cast Masonry: 0 P1301A Other: BATCH WEIGHTS Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 430 lbs. 1486 lbs. 1315 lbs. 65 lbs. 248 lbs. 12 oz./ 4 oz./ 0 oz./ 0 Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 Tested By: GW hayremtelroy_ 11.00 yd 1 set of 4 -4x8's Reviewed By: I o Luu3 , v1UNITY LOPS 0 D SPECIAL INSPECTION DAILY REPORTinv A 1 MB Project Information Contta`cf Information Date: 10/21/2008 Permit No: commuNinf, DEVELOPM 8 - 343 Project Name: 14800 Star Fire Way Contract Duration: -- Project No: 08-215 Reviewed by: CI til DFR No: 08.10.21JM Date Reviewed: (O (2? Project Location: 14800 Star Fire Way, Tukwila Revised Duration: -- Client : Duchess Construction, Inc. Contract Calendar Days Used: -- Contractor: Duchess Construction, Inc. Contract Calendar Days Remaining: -- Work Conditions Inspection Type (s) / Coverage Temperature 52 F Documents Referenced: Weather Partly Cloudy IBC Chapter 17: Site Condition Dry Site Equipment: iiii :, Structural Masonry Structural Steel/Welding • 1 Foundation /Soils ®' TESC /BMP al Auger Cast Pile ' Lateral Wood Framing PS ;. Reinforced Concrete © Post- Tensioned Concrete Shotcrete e. Proprietary Anchor /Epoxy ' al Light Gauge Steel p ov Fire - Proofing Location and Description of Inspection Arrived on site as requested by Duchess Construction, Inc. in order to observe the placement of epoxy embedded all - thread anchors into the concrete slab. Embeds were installed at two locations adjacent to window opening king studs for use with Simpson wall hold down brackets. Holes were drilled using a hammer drill and %" drill bit for a 5/8" sized bar embedded to a depth of 4 ". Holes were cleaned out with compressed air and a brush. Two Simpson VGC 62 adhesive capsules were used in each drilled out hole to anchor the all- thread bars. No deficiencies noted. Contractor will allow a minimum of 30 minutes for the epoxy to cure in accordance with the manufacturers specifications before installing the hold down brackets to the embed. See photos below. .y • ..T,•yl {./ ! t' e:"":'� �,�j,F"1�a. 'F '1� qty 1 � ' If -yy u .� /Vo•_,�,. { ^"'° '0 - c� { = � '�'...r J^ - { FU , y ..- i � \ \ ,.?'' 7.-:.... F Y: . li 1,-:,.:,: X... r::,.. � �\ y ra Fp, ! -�' fir w �1 j a� Y ` +s : - hayremcelroy RECEWED J V . LIC62 W1.10 • I VINV LESTER CLASS CAPSULE .ADHESIVO DE VINYLESTER EN CAPSULA DE VIDRIO CAPSULE EN VERRE DE VINYLESTER Items requiring correction hayremcelroy HMA Inspector Print Name HMA Representative Signature Acknowledged By Signature y John Miller/Jim McElro RECEIVED OCT 31 2008 SPECIAL INSPECTION DAILY REPORT Project Information Date: Project Name: Project No: DFR No: Project Location: Client : Contractor: Work Conditions Temperature Weather Site Condition 09/30/2008 14800 Star Fire Way 08 -215 08.09.30JM 14800 Star Fire Way, Tukwila Dutchess Construction, Inc. Dutchess Construction, Inc. 66 F Overcast Dry . 1 Structural Masonry p1 Structural Steel/Welding Foundation /Soils TESC /BMP Auger Cast Pile D Lateral Wood Framing Permit No: Contract Duration: Reviewed by: Date Reviewed: Revised Duration: Contract Calendar Days Used: Contract Calendar Days Remaining: COMMUNITY Contract Infor . on �� CLOPfl$`!JT D08 - 343 e . Inspection Type (s) / Coverage Documents Referenced: IBC Chapter 17: Site Equipment: E Reinforced Concrete Post - Tensioned Concrete Shotcrete Proprietary Anchor /Epoxy Light Gauge Steel Fire - Proofing Location and Description of Inspection Arrived on site as requested by Duchess Construction, Inc. in order to observe installation of epoxy anchored #5 rebar into solid grouted CMU wall. Contractor is closing a former doorway in the CMU wall for construction of a new locker room. Holes were drilled into the blocks 1/16" larger than the rebar size and cleaned out with compressed air and a cleaning brush. No deficiencies noted with drilling and cleaning of holes. Simpson Strong Tie brand Epoxy Tie ET22 was used for cementing the rebar into the holes. Epoxy was marked with lot # 237336PP with expiration date 10/31/09. No deficiencies noted in installation of epoxy and rebar. See photos below. hay$emc hayremcelroy RECEIVED OCT 3l 211118 MMUNITY ELOPIWENT Items requiring correction HMA Inspector Print Name HMA Representative Signature Acknowledged By Signature John Miller FIELD INSPECTION DAILY REPORT ukVELOKIIENT Project Information Contract Information Date: 10 -07 -08 Permit No: D08 -343 Project Name: 14800 Star fire locker room Contract Duration: N/A Project No: 08 - 215 Reviewed by: Gee Hayre DFR No: Date Reviewed: 10/08 Project Location: Tukwila, WA Revised Duration: N/A Client : Duchess Construction Inc. Contract Calendar Days Used: N/A Contractor: Duchess Construction Contract Calendar Days Remaining: N/A Work Conditions Inspection Type (s) / Coverage Temperature 58F Documents Referenced: Plans and Specs Weather Partly cloudy light wind IBC Chapter 17: N/A Site Condition muddy Site Equipment: Track Excavator/ 331 Bobcat ❑ Structural Masonry ❑ Structural Steel/Welding ❑ Light Gauge Framing ❑ Lateral Wood Framing ❑ TESC /BMP ❑ Batch Plant X Reinforced Concrete ❑ Shotcrete ❑ Post - Tensioned Concrete ❑ Fire - Proofing Location and Description of Inspection Onsite as requested by Duchess Construction Inc. to T -probe native foundation material prior scheduled placement of concrete footings @ G /line 8 -11 8 ft--412 ft north of G /line J. A standard 1 /2 0 T- probe was used to inspect the foundation soils. The foundation bearing native recorded an average penetration of 2" throughout the footing. Suspect area where observed with freestanding standing water, recorded 4 -6 inches of penetration without any evidence of yielding properties. The reinforcing steel was inspected in- place, and found to meet approved contract specifications and plans (see detail on S2.1 section A -2.1). This details calls out (2) #5 continuous along bottom w/ #4 verticals at 12 "OC. Concrete was transported and deposited in -place via truck chute, and consolidated with vibrator. Cast one set of (4) 4 "x8" cylinders during placement of concrete. Confirmed mix design # P 1301A, 3 /4" Agg, 3000 PSI as per plans, supplied by Corliss Resources. Also while on site the slab on grade area was checked and found to be excitable for placement of concrete, an inspection is required for the reinforcing steel in the slab prior to placement of concrete. A Sr t 'S. r r I A• • .t 1 •. G. - If Continuing footings along G /line J hayremce Hayre McElroy & Associates, LLC RECEIVED OC f 31 2008 Page 1 of 2 COMMUN hayremcelroy & assoctates, (lc HMA Inspector Print Name HMA Representative Signature Acknowledged By Signature Waine Aynes RECEIVED ocr 3 1 2008 COMMUNITY 0 E Foundation observation rior concrete slab our Observation for consolidation and finish Items re • uirin • correction/Modification Hayre McElroy & Associates, LLC Page 2 of 2 SPECIAL INSPECTION DAILY REPORT COMMUNITY Project Information Contract Information DEVELOPMENT Date: 10/9/08 Permit No: D08 -343 Project Name: 14800 Star Fire Way Contract Duration: -- Project No: 08 -215 Reviewed by: C1 L( DFR No: 08.10.0950 Date Reviewed: 1 OttO Project Location: 14800 Star Fire Way, Tukwila Revised Duration: -- Client : Duchess Construction Inc. Contract Calendar Days Used: -- Contractor: Duchess Construction Inc. Contract Calendar Days Remaining: -- Work Conditions Inspection Type (s) / Coverage Temperature 49 degrees Documents Referenced: Weather Partly cloudy IBC Chapter 17: Site Condition Good Site Equipment: ■; Structural Masonry 11 Reinforced Concrete If) Post- Tensioned Concrete CI Shotcrete C] Post - Tensioned Concrete g Light Gauge Steel I • Structural Steel/Welding • is Foundation /Soils ©; Structural Steel/Welding ra Auger Cast Pile ■ : Lateral Wood Framing gi Fire - Proofing Location and Description of Inspection Verified depth, checked cleanliness of holes, observed epoxying of #4 horizontal slab dowels into the existing cmu stem wall /footing. Embedment depth was 4 ". Expiration of Simpson "Set Pac EZ" used at all locations was 3/31/2010, and 8/31/08, lot numbers 201306QQ, and 153262SS. Inspector was informed by Gary with Duchess Construction that the Hilti type epoxy called out in the approved drawings was given approval by the structural engineer to be substituted with Simpson "SET" epoxy on 9/30/08. Work was being performed per the approve plans and specifications. Items requiring correction hayremcelroy RECEIVED OCT 31 1008 HMA Inspector Print Name HMA Representative Signature Acknowledged By Signature Scott O'Malley SPECIAL INSPECTION DAILY REPORT COMMUNITY Project Information Contract Information DEVELOPMENT Date: 10/10/08 Permit No: D08 - 343 Project Name: 14800 Star Fire Way Contract Duration: -- Project No: 08 - 215 Reviewed by: c DFR No: 08.10.1OSO Date Reviewed: I o` I Project Location: 14800 Star Fire Way Revised Duration: -- Client : Duchess Construction Inc. Contract Calendar Days Used: -- Contractor: Duchess Construction Inc. Contract Calendar Days Remaining: -- Work Conditions Inspection Type (s) I Coverage Temperature 49 degrees Documents Referenced: Weather Partly cloudy IBC Chapter 17: Site Condition Good Site Equipment: di Reinforced Concrete Cl Post - Tensioned Concrete Ell Structural Masonry i Structural Steel/Welding mil Foundation /Soils Ea Shotcrete Q Post - Tensioned Concrete m;. Structural Steel/Welding E , Auger Cast Pile IN Light Gauge Steel . ill Lateral Wood Framing La Fire - Proofing • Location and Description of Inspection Verified that the vapor barrier, and rigid foam insulation detailed on the approved structural drawings had been installed per plan for the locker room slab on grade. Also performed final resteel inspection prior to concrete placement for the above noted location, and found resteel to conform to the approved plans and specifications. Some areas of welded wire fabric were being installed at time of location. Inspector noted that 1 -2'x4' sheet of rigid foam insulation had been damaged by the contractor, and recommended that the sheet be replaced prior to concrete placement. HMA field inspector John Miller was also on site for observation, sampling, and testing of concrete delivered to the site this day. See Mr. Millers report for additional information. Items requiring correction hay RECEIVED OCT 31 2C08 HMA Inspector Print Name HMA Representative Signature Acknowledged By Signature Scott O'Malley REcEIVED uC T 31 2GG8 SPECIAL INSPECTION DAILY REPORT GOMMUNI I r DEVELOPMENT Project Information Date: Project Name: Project No: DFR No: Project Location: Client : Contractor: Temperature Weather Site Condition See photos below. 10/10/2008 14800 Star Fire Way 08 -215 08.10.10JM 14800 Star Fire Way, Tukwila Duchess Construction, Inc. Duchess Construction, Inc. Work Conditions 55 F Overcast/Rain Wet Structural Masonry Structural Steel/Welding Foundation /Soils p; TESL /BMP Auger Cast Pile Lateral Wood Framing I a Contract Information Permit No: Contract Duration: Reviewed by: Date Reviewed: Revised Duration: Contract Calendar Days Used: Contract Calendar Days Remaining: D08 -343 foist Inspection Type (s) / Coverage Documents Referenced: IBC Chapter 17: Site Equipment: Reinforced Concrete El Post- Tensioned Concrete xv,a{ Shotcrete Proprietary Anchor /Epoxy Light Gauge Steel ti Fire - Proofing Location and Description of Inspection Arrived on site as requested by Duchess Construction, Inc. in order to observe placement of approximately 30 Yds' of concrete slab on grade. Concrete was provided by Corliss Resources and placed via pump truck provided by Conco. Reinforcing steel rebar, wire mesh, and foam insulation inspected prior to placement by HMA inspector Scott O'Malley (see separate report dated 10/10/2008). Mix ID# P1301A was used for this placement in accordance with project specifications. Concrete is rated 3000 psi strength and contains 5 -7% entrained air content. Concrete was sampled at 12:07 pm and tested in accordance with ASTM standards. Outside air temperature was 51 F and concrete temperature measured at 57 F. Slump tested at 5 ". Driver added the max allowable water at jobsite of 13 gallons by request of the contractor and pump operator. Concrete was consolidated mechanically and finished by hand. No deficiencies noted in placement of slab on grade concrete. hayre r`aCE!V D CC i 31 2003 Items requiring correction hayremc HMA Inspector Print Name HMA Representative Signature Acknowledged By Signature John Miller SPECIAL INSPECTION DAILY REPORT COMMUNITY Project Information Contract Information DEVELOPMENT Date: 10/13/2008 Permit No: D08 -343 Project Name: 14800 Star Fire Way Contract Duration: -- Project No: 08 -215 Reviewed by: Ci u DFR No: 08.10.13JM Date Reviewed: 1°114 Project Location: 14800 Star Fire Way, Tukwila Revised Duration: -- Client : Duchess Construction, Inc. Contract Calendar Days Used: -- Contractor: Duchess Construction, Inc. Contract Calendar Days Remaining: -- Work Conditions Inspection Type (s) I Coverage Temperature 60u F Documents Referenced: Weather Partly Cloudy IBC Chapter 17: Site Condition Dry Site Equipment: zi Structural Masonry w Reinforced Concrete [ Post- Tensioned Concrete i Structural Steel/Welding m Foundation /Soils to Shotcrete ei TESC /BMP Proprietary Anchor /Epoxy sal Auger Cast Pile et Light Gauge Steel di Lateral Wood Framing Sly°. Fire - Proofing Location and Description of Inspection Arrived on site as requested by Duchess Construction, Inc. in order pick up concrete cylinders that were made on Friday of last week and deliver them to the lab at Hayre McElroy & Associates for curing and compressive strength testing. Items requiring correction hayremcelroy RECEIVED OCT 31 2003 HMA Inspector Print Name HMA Representative Signature Acknowledged By Signature John Miller o SPECIAL INSPECTION DAILY REPORT DEVELOPMENT Project Information Contract Information Date: 10/14/2008 Permit No: D08 - 343 Project Name: 14800 Star Fire Way Contract Duration: -- Project No: 08 -215 Reviewed by: Gee Hayre DFR No: 08.10.14JM Date Reviewed: 10/15 Project Location: 14800 Star Fire Way, Tukwila Revised Duration: -- Client : Contract Calendar Days Used: -- Contractor: Duchess Construction, Inc. Contract Calendar Days Remaining: -- Work Conditions Inspection Type (s) / Coverage Temperature 61 F Documents Referenced: Weather Partly Cloudy IBC Chapter 17: Site Condition Dry Site Equipment: Er Structural Masonry Structural Steel/Welding Foundation /Soils TESC /BMP • Auger Cast Pile Lateral Wood Framing ]] '© Reinforced Concrete Post- Tensioned Concrete Shotcrete Proprietary Anchor /Epoxy Light Gauge Steel Fire - Proofing m a es m. © 0 © cm Location and Description of Inspection Arrived on site as requested placement of approximately Wire Mesh Placement by Duchess Construction, Inc. in order to inspect concrete reinforcement and observe 11 Yds of concrete slab on grade. the entire area of the shower room slab on grade above the plastic moisture barrier, connected in -place between existing and new slab, previously observed by Waine Aynes. Resources, Corliss Resources, transported and deposited in -place via pump truck method (Conco). J1550A, 3500 psi strength w/ 5% air entrainment. Concrete was sampled at 11:20 am and ASTM standards. Ambient air temperature was recorded at 51 F, with concrete temperature slump was recorded at 5 ". Mixer truck driver added the max allowable water at jobsite of consolidated mechanically and finished by hand. No deficiencies noted in placement of slab steel. Wire mesh was placed throughout w/ #4 rebar imbeds observed was delivered by Corliss Concrete Placement Concrete was delivered by Confirmed mix design ID# tested in accordance with measured at 61 F. Concrete 15 gallons. Concrete was on grade concrete and reinforcement See photos below. g ./ r1� h .., ` J , " "7 <�y .i ." \ } ■ L Res (( - t \ �� I\ cj \ � f sr 4 ,lo F qq i `1 ` .. ___.T__H " , 4 n f , � yra ( e } a t '".+' }' k� •v pzr'- . , hay$emcelroy OCT 31 2uC3 Page 1 of 2 RECEIVED OCT 31 KO COMMUNITY DEVELOPMENT Items requiring correction hay&emcelroy HMA Inspector Print Name HMA Representative Signature Acknowledged By Signature John Miller SPECIAL INSPECTION DAILY REPORT Project Information Contract Information Date: 10/15/2008 Permit No: D08 -343 Project Name: 14800 Star Fire Way Contract Duration: -- Project No: 08 -215 Reviewed by: CAA DFR No: 08.10.15JM Date Reviewed: �! 1 t:4 1 lb Project Location: 14800 Star Fire Way, Tukwila Revised Duration: -- Client : Duchess Construction, Inc. Contract Calendar Days Used: -- Contractor: Duchess Construction, Inc. Contract Calendar Days Remaining: -- Work Conditions Inspection Type (s) / Coverage Temperature 61 F Documents Referenced: Weather Partly Cloudy IBC Chapter 17: Site Condition Dry Site Equipment: RI Structural Masonry Steel/Welding /Soils /BMP Cast Pile Wood Framing — Reinforced Concrete Structural 0 Post - Tensioned Concrete of Foundation n Shotcrete ®l TESC l Proprietary Anchor /Epoxy t Light Gauge Steel ®i Auger sl Lateral n Fire- Proofing Location and Description of Inspection Arrived on site for cylinders pick -up (one set of 4 "x 8 ") for compressive test. Samples cast on 10/14/08. Transported test specimens to Redmond lab where they were stripped, logged in and prepared for moist curing. Items requiring correction HMA Inspector Print Name Malgorzata Williams HMA Representative Signature Observation Hours Time on site / Report / Transport Cylinder — 1.5hrs Acknowledged By Signature hay$emc OCT 31 a',3 �Q.M MUNITY Ila r — 'PlI MIME! 11 iii •': ''�,•- TWIDE OVEABLE FENCE DR OA FOR ACCESS TO / PR SURE VALVE BOX. {A - PROVIDE GATE) TRANSFORMER CLEARANCE - 3' DE ! PAMC NW r • = 9JOCAJ A SPovi 6 " 0 - Clearo„, 4- 1: - '1 Y � r� Ara, K ii S +°r Dk ra: n 6 ` ` C_- • - \ - LNi • 4ST'G PRESSURE / - ALVE HOU ING- ABOVE G DE / l2\s bu 14 40 fl Sc ,Je r (.f o14 .-- ENWSTRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. We get buildings built. " ALE COPY I ltkh,, . Starfire Sports Tukwila, WA 98188 STRUCTURAL CALCULATI Remodel Addition MLS Sea Team Lounge & Locker Room DDS- 5 S • December 2008 CIT j l1� ENW JOB NO. 02116005 DEC 2 3 2008 Additional Revisions (West) PERMIT CEO QV►9 GA OW-A( - LDS )2015• / PI REVISION NO. _ 6869 Woodlawn Avenue NE • Seattle, WA 98115 206.525.7560 • fax 206.522.6698 www.enwseattte.com JO' -0 DOUBLE BOX JOIST 2- 8x2■16GA STRAP INTERSECTIONS ROOF FRAMING PLAN NOTFS; i" - 1' -0" I.) r '] INDICATES TOP OF FRAMING ELEVATION (BOTTOM OF DECKING ) AB OVE DATUM. 2. < '- "> INDICATES TOP OF PARAPET ELEVATION ABOVE DATUM S. CONTRACTOR AND TRUSS SUPPUER TO VERIFY Mp WEIGHTS AND LOCATIONS. 4. SEE SHEET S2.2 FOR rm. FRAMING ans. (U.N.O.) 5. PR 1ST BLOQONG /SRAl7NG PER SHT 52.2. SEE "JOIST BRACING SCHEDULE SHT. 52.2 • • 2" x 16GA JOIST BRACI STRAP SOT TYP. { .2 HDR. ■ - ! 6x14GA TYP. CONT. FIAT A (00 NOT _ ' SPLICE tIRACING 1 'iv . O E -2.2I I I -' I .2 I' AM. I ice! _Z- — . - ftiMli 1 I�I ∎DWI `� /I \I ■.Ii °� ► �7 �� . �I /I _ '3316GA 'W `1161011; . N `ilk \ % `!W/� ^i dl � I _ _ __- __ __= I JO' -0 DOUBLE BOX JOIST 2- 8x2■16GA STRAP INTERSECTIONS ROOF FRAMING PLAN NOTFS; i" - 1' -0" I.) r '] INDICATES TOP OF FRAMING ELEVATION (BOTTOM OF DECKING ) AB OVE DATUM. 2. < '- "> INDICATES TOP OF PARAPET ELEVATION ABOVE DATUM S. CONTRACTOR AND TRUSS SUPPUER TO VERIFY Mp WEIGHTS AND LOCATIONS. 4. SEE SHEET S2.2 FOR rm. FRAMING ans. (U.N.O.) 5. PR 1ST BLOQONG /SRAl7NG PER SHT 52.2. SEE "JOIST BRACING SCHEDULE SHT. 52.2 • • 2" x 16GA JOIST BRACI STRAP SOT TYP. Project: Model: I R1 Section : 800S200 -54 Single C Stud (X -X Axis) Maxo = 3679.3 Ft -Lb Moment of Inertia, I = 6.573 in ^ 4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations 1996 AISI Specification w/1999 Supplement 17.00 ft nl� Date: 12/16/2008 Unif Ld lb /ft I 3 P F t 2Z 5T �,L Fy = 50.0 ksi Va = 2005.8 lb Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 2745.5 0.746 2745.5 48 3637.3 0.755 0.737 L/277 Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? R1 646.0 3.50 863.1 0.0 0.90 No R2 646.0 3.50 863.1 0.0 0.90 No • Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 646.0 0.0 1.00 0.32 0.00 0.10 NA R2 646.0 0.0 1.00 0.32 0.00 0.10 NA SECTION DESIGNATION: 8005200 -54 Single C Stud INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = OUTPUT PROPERTIES: 8.0000 in 2.0000 in 2.0000 in 0.W50 in 1.5000 in Effective Section Properties, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of Inertia for Deflection (Ixx) Section Modulus (Sxx) Allowable Bending Moment (Ma) Gross Section Properties of Full Section, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of Inertia (I)a) Cross Sectional Area (A) Radius of Gyration (Rx) Section Properties, Weak Axis Gross Neutral Axis (Xcg) From Web Face Gross Moment of Inertia (lyy) Radius of Gyration (Ry) Other Section Property Data Member Weight per Foot of Length Allowable Shear Force In Web (Unpunched) Allowable Shear Force In Web (Punched) Pao for use in Interaction Equation C5 -2 Torsional Properties Dist. from Shear Center to Neutral Axis (Xo) St. Venant torsion Constant (J x 1000) Warping Constant (Cw) Radii of Gyration (Ro) Torsional Flexural Constant (Beta) 1996 AISI Specification w/1999 Supplement DATE: 12/16/2008 Steel Thickness = Inside Corner Radius = Yield Stress, Fy = Fy With Cold -Work, Fya = Punchout Length = 0.0566 in 0.0849 in 50.0 ksi 50.0 ksi 4.0000 in 4.1685 in 6.5726 in ^4 1.4747 in^ 3 3679.31 Ft -Lb 4.0000 in 6.5726 in ^4 0.7261 in ^2 3.0086 in 0.4887 in 0.3569 in ^ 4 0.7011 in 2.4709 lb /ft 2005.84 lb 2005.84 lb 9158 lb - 1.2862 in 0.7754 in ^4 4.6117 in^6 3.3462 in 0.8523 Rev: 510001 Description Starfire Locker Room General Information Steel Section : W14X22 Center Span Left Cant. Right Cant Lu : Unbraced Length 26.00 ft 0.00 ft 0.00 ft 6.00 ft Distributed Loads DL LL ST Start Location End Location #1 0.221 0.425 #2 Summary Using: W14X22 section, Span = 26.00ft, Fy = 50.0ksi End Fixity = Pinned - Pinned, Lu = 6.00ft, LDF = 1.000 Actual Moment 56.450 k -ft fb : Bending Stress 23.386 ksi fb / Fb 0.838: 1 Shear fv : Shear Stress fv / Fv Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Def ...Query Defl @ Maximum 56.45 k -ft 8.685 k 2.748 ksi 0.137 : 1 Steel Beam Design 13ivi I??1_ Fy 50.00 ksi Pinned - Pinned Load Duration Factor 1.00 Bm Wt. Added to Loads Elastic Modulus 29,000.0ksi LL & ST Act Together #3 Force & Stress Summary «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Only (cD Center 0, Center Co Cants A Cants 20.54 56.45 k -ft k -ft k -ft k -ft 8.68 k 3.16 8.68 8.68 k 3.16 8.68 -1.190 in -0.433 -1.190 0.000 in 0.000 0.000 0.000 in 0.000 0.000 0.000 ft 0.000 0.000 Title : Dsgnr: Description : Scope : #4 Allowable 67.376 k -ft 27.912 ksi 63.204 k 20.000 ksi -1.190 0.000 0.000 0.000 #5 #6 Max. Deflection -1.190 in Length /DL Defl 720.5: 1 Length /(DL +LL Defl) 262.1 : 1 0.000 0.000 0.000 0.000 Date: #7 k/ft k/ft k/ft ft ft k k 0.000 in 0.000 in 0.000 in 0.000 in Reaction @ Left 8.68 3.16 8.68 8.68 k Reaction @ Rt 8.68 3.16 8.68 8.68 k Fa calc'd per 1.5 -2, K *Ur > Cc Section Properties W14X22 Job # Beam OK Depth 13.740 in Weight 22.04 #/ft r -xx 5.537 in Width 5.000 in l -xx 199.00 in4 r -yy 1.039 in Web Thick 0.230 in l - yy 7.00 in4 Rt 1.250 in Flange Thickness 0.335 in S -xx 28.967 in3 Area 6.49 in2 S -yy 2.800 in3 ° °e• ,ffilll.11l,ll; N IIII. 26.00 ft Mmax = 56.44 k -ft Dmax = - 1.1901 in I L ffiffi -,a Rmax = 8.684 k Rmax = 8.684 k Vmax @ left = 8.684 k Vmax @A= 8.684k Rev 510001 Description Column Support General Information Steel Section TS3.5X3.5X1/4 Fy Duration Factor Column Height 16.000 ft Elastic Modulus End Fixity Pin -Pin X -X Unbraced Live & Short Term Loads Combined Y -Y Unbraced Loads Axial Load... Dead Load Live Load Short Term Load Summary Section : TS3.5X3.5X1/4, Height = Unbraced Lengths: X -X = 16.00ft, Combined Stress Ratios AISC Formula H1 - 1 AISC Formula H1 - 2 AISC Formula H1 - 3 9.00 k k k XX Axis : Fa calc'd per 1.5 -2, K *Ur > Cc YY Axis : Fa calc'd per 1.5 -2, KIM > Cc Stresses Allowable & Actual Stresses Fa : Allowable fa : Actual Fb:xx : Allow [F3.1] fb : xx Actual Fb:yy : Allow [F3.1] fb : yy Actual Analysis Values F'ex : DL +LL F'ey : DL +LL F'ex : DL +LL +ST F'ey : DL +LL +ST Max X -X Axis Deflection 6,935 psi 6,935 psi 6,935 psi 6,935 psi 0.000 in at Section Properties TS3.5X3.5X1/4 Depth Width Thickness CoLtivwi (r7A- E.)b PM 61) f Column Design OK 16.00ft, Axial Loads: DL = 9.00, LL = 0.00, ST = 0.00k, Ecc. = 0.000in Y -Y = 16.00ft Dead Live DL + LL DL + ST + (LL if Chosen1 0.4200 0.4200 0.4200 0.1055 0.1055 0.1055 Dead 6.93 ksi 2.91 ksi ksi 27.60 ksi 0.00 ksi ksi 27.60 ksi 0.00 ksi Weight Area Title : Dsgnr: Description : Scope : Steel Column 46.00 ksi 1.000 29,000.00 ksi 16.000 ft 16.000 ft Ecc. for X -X Axis Moments Ecc. for Y -Y Axis Moments 10.50 #/ft 3.09 in2 Date: Job # X -X Sidesway : Restrained Y -Y Sidesway : Restrained K)cx 1.000 Kyy 1.000 in in Live DL + LL DL + Short 0.00 ksi 6.93 ksi 6.93 ksi 0.00 ksi 2.91 ksi 2.91 ksi ksi ksi 0.00 ksi 27.60 ksi 27.60 ksi 0.00 ksi 0.00 ksi 0.00 ksi ksi ksi 0.00 ksi 27.60 ksi 27.60 ksi 0.00 ksi 0.00 ksi 0.00 ksi Cm:x DL +LL 0.60 Cb:x DL +LL Cm:y DL +LL 0.60 Cb:y DL +LL Cm:x DL +LL +ST 0.60 Cb:x DL +LL +ST Cm:y DL +LL +ST 0.60 Cb:y DL +LL +ST 0.000 ft Max Y -Y Axis Deflection 0.000 in at 3.50 in I -xx 5.29 in4 3.500 in I -yy 5.29 in4 0.250 in S -)x 3.023 in3 S -yy 3.023 in3 r -xx 1.308 in r -yy 1.308 in FOONPA @ e-61-0144/4 Asm Sao Dr 13RU Page 1 1 1.75 1.75 1.75 1.75 0.000 ft Q = 47-4 0Se ai-,P x4S F T 9)°)(6°-- t Project: Model: R1 Flexural and Deflection Check BK.(7 000. Section : (2) 800S162 -68 Boxed C Stud (X -X Axis) Maxo = 9928.4 Ft -Lb Moment of Inertia, I = 14.179 in ^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 3775.4 0.380 3775.4 24 9928.4 0.380 0.152 L/764 Combined Bending and Web Crippling Combined Bending and Shear 1996 AISI Specification w/1999 Supplement 323.0 9.67 ft Date: 12/17/2008 Fy = 50.0 ksi Va = 8096.6 lb Umf Ld Ib /ft I R2 Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? R1 1561.7 3.00 2577.4 0.0 0.73 No R2 1561.7 3.00 2577.4 0.0 0.73 No Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 1561.7 0.0 1.00 0.19 0.00 0.04 NA R2 1561.7 0.0 1.00 0.19 0.00 0.04 NA SECTION DESIGNATION: (2) 8005162 -68 Boxed C Stud INPUT PROPERTIES: Web Height= Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = OUTPUT PROPERTIES: Section Properties, Weak Axis Gross Moment of Inertia (lyy) Radius of Gyration (Ry) 8.0000 in 1.6250 in 1.6250 in 0.5000 in 1.5000 in Effective Section Properties, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of Inertia for Deflection (Ixx) Section Modulus (S)ox) Allowable Bending Moment (Ma) Gross Section Properties of Full Section, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of Inertia (boc) Cross Sectional Area (A) Radius of Gyration (Rx) Other Section Property Data Member Weight per Foot of Length Allowable Shear Force In Web (Unpunched) Allowable Shear Force In Web (Punched) Pao for use in Interaction Equation C5 -2 1996 AISI Specification w/1999 Supplement DATE: 12/17/2008 Steel Thickness = Inside Corner Radius = Yield Stress, Fy = Fy With Cold -Work, Fya = Punchout Length = 0.0713 in 0.1069 in 50.0 ksi 56.6 ksi 4.0000 in 4.0132 in 14.1788 in ^4 3.5137 in^ 3 9928.42 Ft -Lb 4.0000 in 14.1788 in ^4 1.6713 in ^2 2.9127 in 3.1923 in ^4 1.3821 in 5.6870 lb /ft 8096.58 lb 8036.75 lb 24038 lb ENW PROJECT # PROJECT SUBJECT t4M 1141 1,11) ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 0(5 /IN Wr �1 fi7I��iCit ,�f.t .0 l 19)1 Hei 1v60( 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 522-6698 V41 = 0116 W ?Asp 1') € k I51 6,3: t titorif 11 2 DATE SHEET OF BY (O\IJLii um Dtlo\l rsr 43)(I'I + 1S(IS/10(4) = 54FLF 1/47 :7- (Q34-) "fr is (154 Tp61 ' e∎512I W,; mil \J 2240 = ( ( 1 14 154 T - )207( 41 rmult,= (POy24I W=3,6 \I= ILH0 ,Ii e 1 Ilicott fiim, _3°i524 2.3'i ENW ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS PROJECT # PROJECT a. SUBJECT R4V 0,1 taAA wit,t9 t 4---e44, 4 i j / md vJ Wry Fri tkAAA-uLlUt/t 1 ‘74 901 15304 kt= (P� L = 4 =�lo,s' �= 23 tf o l oot = 4172 1\)=/4 0 V " 1130 L'15L9II `sAi T= 21 14 4 ?,o v---- (v f st -mac f) (, Foy I`110 ) O — O c,t 2) 4 104 t) <<51 S 6869 WOODLAWN AVE. N. E., #205. SEATTLE, WA 98115 (206) 5257560 FAx (206) 522-6698 A / c ' Vbv 2 S DATE SHEET OF BY =►�.�x IB z = P� / l 1 4 1 61 okktza S I.A'r D6141" 6 1 4C r, IJOR71-E/ r 6Y21 c7 I AMA f tcw1 : DDS I (� � , t9 k_ P (13)( ?5) +- 16(l '' 6 *Z))(I(o = ((l3)(4 -) + 15(I5,0AY(4) — o p � Property of Engineers Northwest, Inc., Seattle - Use by others unlawful AISI SPECIFICATION PROVISIONS for SCREW CONNECTIONS 2001 Edition NOTATION SCREW PROPERTIES GAUGE METAL THICKNESS Number Nominal Gauge Thickness Fu d = nominal screw diameter Designation Dia., d, in. (in.) (ksi) min. dW = the larger of the screw head or washer # 2 0.0860 25 ga. 0.0188 45 diameter, but not larger than 1/2 "(5/16 "MIN.) # 3 0.0990 22 ga. 0.0283 45 FS = factor of safety = 3.0 # 4 0.1120 20 ga. 0.0346 45 Pas= allowable shear force per screw # 5 0.1250 18 ga. 0.0451 45 Pns = nominal shear strength per screw # 6 0.1380 16 ga. 0.0566 65 Pat= allowable tension force per screw # 7 0.1510 14 ga. 0.0713 65 Pitt = nominal tension strength per screw # 8 0.1640 12 ga. 0.1017 65 Ppot = pull -out force per screw # 10 0.1900 Pp = pull -over force per screw # 12 0.2160 t, = thickness of member in contact 114 in. 0.2500 with the screw head I NOTE: - t2 = thickness of member not in contact 1.) Screw sizes smaller than # 2 or larger than 1/4" with the screw head I are not to be used. Fut = tensile strength of member in contact 2.) The tested shear capacity of the screw shall not with the screw head be less than 1.25 P = 3.75 Pas Fu2 = tensile strength of member not in 3.) The tested tension capacity of the screw shall not contact with the screw head be less than 1.25 Pot = 3.75 Pat E6.3 Shear E6.4 Tension Pas = P ns/3 Pat = P nt/3 For t2/t, < =1.0 Pas shall be taken as the smaller of Pat shall be taken as the smaller of Pas = 1.4 (t d) Pull - Out Pas = 0.9 ti d Fu, Pat = 0.283 t2 d Fu2 Pas = 0.9 t2 d Fu2 Pull - over Pat = 0.5 t, dW Fu, For t2/t, > =2.5 Pas shall be taken as the smaller of Pas = 0.9 ti d Fu, Pas= 0.9t2dFu2 For 1.0< t2/t, <2.5 Pas shall be determined by the linear interpolation between the above two cases #10 ALLOWABLE LOADS (lbs.) #8 #6 SCREW SIZE GAUGE #12 d = 0.216 d = 0.190 d = 0.164 d = 0.138 SHEAR PULL -OUT SHEAR PULL -OUT SHEAR PULL -OUT SHEAR PULL -OUT 25 (18mil) 75 52 71 45 66 39 60 33 22 (27mi1) 139 78 131 68 121 59 111 50 20 (33mi1) 188 95 177 84 164 72 128 61 18 (43mi1) 280 124 263 109 240 94 128 79 16 (54mi1) 569 225 400 198 240 171 128 144 14 (68mi1) 600 283 400 249 240 215 128 181 12 (97mil) 600 404 400 355 240 307 128 258 Min. Edge Dist. and o/c Spacing 11/16 in. 9/16 in. 1/2 in. 7/16 in. SCREWS TO HAVE 5/16" MINIMUM HEAD DIAMETER. ENGINEERS - NORTHWEST, INC. P.S. 6869 WOODLAWN AVE. N. E. (SUITE 205) SEATTLE, WA. 98115 Page 1 SHEET OF Rev. 1/3/00 12/17/2008 Lt.Ga.SCREWS.XLS Zo DRYER EXISTG CMU WALL TO REMAIN AS EXTERIOR BEARING WALL. 3' -0" , 3 -5" REMOVE EXISTG X- FORMER AND PANEL REMOVE PORTION OF EXISTG CMU WALL L verify w/ team separation req'd between storage and mechanical DESIGN /BUILD SUBS TO VERIFY SPACE REQ'D FOR EQUIP. I FOLDING I SURFACE W/ I I ROLLING -BIN l STORAGE / LJ BELOW EQUIP./LAUNDRY 1 131 .SHELVING SHELVING SHELVING 7' -10" A08.t2 HALL T U, Revise Equip /Laundry room. Expand the room, using the existing CMU wall as a bearing wall. move north wall and west wall. Provide new dou- ble -door at exterior. Add window. Eliminate interior door between equipment/ laundry room and dtorage space. REGISTERED ARCHITECT a L. Webber STATE OF WASHINGTON 18 -2" BAINBRIDBE ARCHITECTS O o I L a o o r a r I v b m r sbwebbori r, W. 4 914110 rn zoee.a.za. 1 Nur =h... vabe 7 Drawing title Seattle Sounders FC- Lounge Project Number Scale 0803 Date 10/08/08 1/4" =I-0" Drawn Checked dw 30 -0" Revision Laundry /Equipment Rm Rev. No Description Date Project All rights reserved Material may not be reproduced in any form without permission from Bainbridge Architects Collaborative. Original Size 11,07 0 Sheet No. Reference Sheet A02.02 ASK -01 II II Partial West Elevation I 2 1 . 1, !STERED i l ■ ''CHITECT v , ` ebber STATE OF WASHINGTON 6957 I II <1> BAINBRIDGE ARCHITECTS C o r. l• e o R A T, V F :,are •.r. d 14 “.,• 1 , Oar . n•T Tr„ I Tnn e..T..a e I II Partial North E evation Drawing Title Project Laundry /Equipment Rm Rev. Project Number Scale 0803 Date 10/08/08 1/4” =1' -0" Drawn ' Checked dw Revision No. Description Seattle Sounders FC- Lounge Date Sheet No. Reference Sheet A04.01, A04.02 ASK -02 All rights reserved. Material may not be reproduced In any form without permission from Bainbridge Architects Collaborative. Original Size 11x17 Etim 111 Hat f t t t t t t t i t - t i it i� i� i ii f t ! i! i! Ill i! i! • i!i! i'i! i! i! i! i! i! i! It ! i! i!! !�p .. SO Alt SC .. - - Z. 2' -0" R -10 RIGID INSULATION AT SLAB EDGE TYP. ROOF ASSEMBLY #3 • A BUILDING SECTION 3/8° =1 Section through revised Equip Laundry #113. NEW BUILDING AREA 95 REGISTERED ARCHITECT r ` i �, � ; , Webber ✓ F WASHINGTON 6 7 AL BAINBRIDGE ARCHITECTS C O L L 6 e 0 e 6.. V E 330 M•ad.e.. Ave. 6 surrr , r 969966.134. isL6+1 . W. 98 1 r D tr. aa6.662.2e I 1 r.. 246 622 9.6 Drawing Title Project A A EQUIP /LAUNDRY EXISTING BUILDING Al Laundry /Equipment Rm Rev. Revision No. V:44 *Sp' P► `1u r Description Seattle Sounders FC- Lounge Project Number Scale 0803 1/4" =1-0" Date Drawn Checked 10/08/08 dw RECEWWFr OCT 2320 PERMIT CENTS Date Sheet No. Reference Sheet A04.11 ASK -03 All rights reserved. Material may not be reproduced in any form without permission from Bainbridge Architects Collaborative. Original Size 11 el 7 I�� vEfVW We get buildings built. STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. 4 Fe 5 jai i L Pormit Starfire Sports Tukwila, WA 98188 STRUCTURAL CALCULATIONS Remodel Addition MLS Seattle Team Lounge & Locker Room October 2008 ENW JOB NO. 02116005 Revisions 1.x.1 .: f 1 i 1.7••..- rr. - 1 n - .' Ktv'tN COMPLIANCE APPROVED CODE CO VE® APPR® EC - 3 200 Tukwila B RECEIVED OCT 232000 RE HERMIT CENTER VISION NO0i . • 0 DO 8- :i'-I 0 6869 Woodlawn Avenue NE • Seattle, WA 98115 206.525.7560 • fax 206.522.6698 www.enwseattle.com SECTION DESIGNATION: 6005162 -43 Single INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = INPUT PARAMETERS 6.000 in 1.625 in 1.625 in 0.500 in 1996 AISI Specification ASD DATE: 10/16/2008 Steel Thickness = 0.0451 in Inside Corner Radius = 0.0712 in Yield Stress, Fy = 33.0 ksi Fy With Cold -Work, Fya = 36.3 ksi ALLOWABLE UNIFORM LOADS Deflection Limit: L/240 Listed load multiplied by 1.00 for deflection check Listed Allowable Loads Not Modified for Duration of Load for Strength Checks End Bearing Length for Web Crippling = 1 in Flexural Bracing: 48.0 in TOTAL ALLOWABLE UNIFORM LOADS (Ib /ft) SPAN LENGTH (ft) 6.00 8.00 Without Web Stiffeners 103.5 With Web Stiffeners 270.5 oisfi `` \) i it 8.50 77.6 73.0 152.2 134.8 O SECTION DESIGNATION: 10005162 -68 (2) Back -to -Back INPUT PROPERTIES: Web Height = 10.000 in Top Flange = 1.625 in Bottom Flange = 1.625 in Stiffening Lip = 0.500 in Punchout Width = 1.500 in INPUT PARAMETERS Deflection Limit: L/240 Listed load multiplied by 1.00 for deflection check Listed Allowable Loads Not Modified for Duration of Load for Strength Checks Shear and Web Crippling Capacity Based on Unpunched Web End Bearing Length for Web Crippling = 1 in Flexural Bracing: 24.0 in TOTAL ALLOWABLE UNIFORM LOADS (lb/ft) Without Web Stiffeners 1468.2 With Web Stiffeners 2139.1 1996 AISI Specification ASD DATE: 10/16/2008 Steel Thickness = 0.0713 in Inside Corner Radius = 0.1069 in Yield Stress, Fy = 50.0 ksi Fy With Cold -Work, Fya = 50.0 ksi Punchout Length = 4.000 in ALLOWABLE UNIFORM LOADS SPAN LENGTH (ft) 6.00 8.00 15.00 1101.2 437.4 1537.6 437.4 INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = INPUT PARAMETERS 6.000 in 1.625 in 1.625 in 0.500 in 1996 AISI Specification ASD DATE: 10/16/2008 SECTION DESIGNATION: 6005162 -43 (2) Back -to -Back Steel Thickness = 0.0451 Inside Corner Radius = 0.0712 Yield Stress, Fy = 33.0 Fy With Cold -Work, Fya = 36.3 ALLOWABLE UNIFORM LOADS Deflection Limit: L/240 Listed load multiplied by 1.00 for deflection check Listed Allowable Loads Not Modified for Duration of Load for Strength Checks End Bearing Length for Web Crippling = 1 in Flexural Bracing: 48.0 in TOTAL ALLOWABLE UNIFORM LOADS (lb/ft) SPAN LENGTH (ft) 6.00 8.00 Without Web Stiffeners 416.0 312.0 With Web Stiffeners 565.0 317.8 233.6 9.33 233.6 in in ksi ksi U 17'— 3gx18-x20 GA BLKG FOR ROOF DECK SUPPORT- 6 "x1 g "x18GA. JOISTS © 24 "o /c A -2.2 EQ. KLV Y N) N) N 2 elm 15; / e , AI . 1 BBL JOIS I 1 1- .0 �r . ©® DBL BOX JOIST ®Pig; _ 30 Ii V, 2 -12 "x 1 a "x12GA. 1 12 "x18" 12GA. ". F 1' sk :4. `� JOISTS 24 "o /c liv y/ a .. ..0 ® ,.. ROOF BRACING N / 30 � 0, 0 Le_ 14 GA. GUSSET F'L w/ #12 SCREWS INDICATES NO. OF CONNECTION SCREWS 6"x14 GA. TYP. CONT FLAT STRAP BRACING: (DO NOT SPLICE) F\4_wp PRAc- /k0 I9 �4 6A 6Ri)e-t tirCUIO i 4- Z,c)00-2-`?), b31 R Gra713 _ cto)( ) (co) (4- C-1 A- -31--P-Ate Envelope Requirements (enter values as applicable) Project Address Minimum Insulation R- values Roofs Over Attic '2.64 • F'. •2_,453 X 100 = lo, Vic - 0 All Other Roofs 0 yes Check here if using semi - heated path and if project meets all requirements for semi- heated spaces Semi - Heated Path no as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall insulation requirement is reduced (2006 change). Only available in prescriptive path. Tukwila, WA 98188 Opaque Walls' R •l Below Grade Walls .-- -""'-- Floors Over Unconditioned Space ...----_-- -- - Slabs -on- Grade s terfire Sports -10 Radiant Floors J __-,__...-- --" 14800 Starfire way, Maximum U- factors Opaque Doors 98188 a • (00 Vertical Glazing , £ Overhead Glazing Applicant Phone: (206) 431 -3232 Maximum SHGC for SC) Vertical/Overhead Glazing , 0 45 Project Info Project Address 14800 Starfire way Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing '2.64 • F'. •2_,453 X 100 = lo, Vic Concrete /Masonry Option Date 8/6/2008 0 yes Check here if using semi - heated path and if project meets all requirements for semi- heated spaces Semi - Heated Path no as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall insulation requirement is reduced (2006 change). Only available in prescriptive path. Tukwila, WA 98188 For Building Department Use COP,1 1 � �"� Applicant Name: s terfire Sports Applicant Address: 14800 Starfire way, Tukwila, WA 98188 Applicant Phone: (206) 431 -3232 � Space Heat Type Q Electric resistance © All other (see over for definitions) Glazing Area Calculation Note: Below grade walls maybe included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing '2.64 • F'. •2_,453 X 100 = lo, Vic Concrete /Masonry Option O yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying 0 no assembly below. 0 yes Check here if using semi - heated path and if project meets all requirements for semi- heated spaces Semi - Heated Path no as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall insulation requirement is reduced (2006 change). Only available in prescriptive path. 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Envelope Summary Climate. Zone 1 ENV -SUM Project Description New Building 5 Addition 0 Compliance Option 0 Prescriptive El Component Performanc( (See Decision Flowchart (over) for qualifications) Seattle EnvStd ❑ Systems Analysis 1. Assemblies with metal framing must comply with overall U- factors Notes: INCOMPLETE NJ /H N/A N //t •1 /k I■clo V 6 Alteration - Q Change of Use Revised July 2007 Opaque Concrete /Masonry Wall Requirements Wall Maximum U- factor is 0.15 (R5.7 continuous ins) CMU block walls with insulated cores comply If project qualifies for Concrete /Masonry Option, list walls with HC ? 9.0 Btu /ft'• °F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 10 -9 in the Code. Wall Description (including insulation R -value & position) tO8. SLI3 U- factor RECEIVED AUG 06 2009 PERMIT CENTER 2000 Washington State Nonresidential Energy Code Compliance Forms 1302 Space Heat Type: For the purpose or determining building envelope requirements. the rottowing two categories comprise all space heating types: Other: All other space heating systems including gas, solid fuel, oil. and propane space heating systems and those systems listed in the exception to electric resistance (continued at right) All Insulation Installed? Below Grd Wall text; I Below Grd Wall loth; I Roof Over Attic All Other Root Raised Floor Slat Or Grade Radiant Floor I Opaque Door Nc /Mass Wal 4—NC Crtterta OK? Nc (below' / Yes V' AG Mass Wall Insulation Rea Mass Wal CMU Block Wood Frame Metal Framed NC V 2006 Washington State Nonresidential Energy Code Compliance Form Envelope Summary (back) Climate Zone 1 ENV -SUM Decision Flowchart for Prescriptive Option Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. UO 151R5 7c Ins Cores R 1 R1i R 10 R.19 R -3C R -2' R -19 R 10 R -10 U -C 6C Nc LYes --- - - /Above Grad¢ . 'N Wall Yes es _ ._... Glazing Criteria Met? Giazini Vert 01• Area k UVa UVa 0.305 0 55 C 7C 30 -45 %< 0 45 0 60 >45 %< Not Allowec r 1 Yes START Electric Resistance Heal? SHGC 0 45 0 40 Prescriptive Path Allowed Component Performance Systems Analysis or EnvStd Required Electric Resistance: Space heating systems wtneh use electric resistance elements as the primary heating system including baseboard. radiant, and forced air units where the total electric resistance heat capacity exceeds 1.0 once of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance healing in variable air volume distribution systems. Yes ,A Wall Ri› w ood or �0 062 met4/ N Y l Yes -- Yes - - r Glazing Criteria Met? Glazing Ven 01 Area e h UVa UVa SHGC C30eh 040 060 040 >30 Not Allowec Yes 4 1 r All Insulation Installed? Wooc Meta Below Grd Wall lee, R.10 R.10 Below Grd Wall loth; R.19 U-0 082 Roof Over Attic R.36 U -0 031 All Other Roof R -3C U -0 034 Raised Floor R -30 U -0 029 Slat -Or -Grade R-10 R -10 Radiant Floor R.10 R -10 ue Door U-0 60 U -0 e0 Y i �.-...- Nc— i Mass WaN NC- -►` Criteria OK? (below; Yes ,. AG Mass Wall Insulation Rec Mass Wal UO I S /R5 7c CMU Block Ins Corey !Wood Frame RIO MMetal Framed UO 062 N Concrete /Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy.Tag HC" Totals Area (sf) Area weighted HC: divide total of (HC x area) by Total Area HC x Area Revised July 2007 - Nc-to if the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. "For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 1009. 2006 Washin +ton State Nonresidential Energy Code Compliance Form Building Permit Plans Checklist 2006 Washington State Nonresidential Energy Code Compliance forms ENV -CHK Revised July 2007 Envelope - General Requirement 1311 Insulation 1311.1 Installation Requirements: All insulation materials shall be installed according to the manufacturer's instructions to achieve proper densities, maintain clearances and maintain uniform R- values. To the maximum extent possible, insulation shall extend over the full component area to the intended R- value. 1311.2 Roof /Ceiling Insulation: Open -blown or poured loose -fill insulation may be used in attic spaces where the slope of the ceiling is not more than 3/12 and there is at least 30 inches of clear distance from the top of the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Where lighting fixtures are recessed into a suspended or exposed grid ceiling, the roof /ceiling assembly shall be insulated in a location other than directly on the suspended ceiling. EXCEPTION: Type IC rated recessed lighting fixtures. Where installed in wood framing, faced batt insulation shall be face stapled. 1311.3 Wall Insulation: Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. When installed in wood framing, faced batt insulation shall be face stapled. Above grade exterior insulation shall be protected. 1311.4 Floor Insulation: Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is not more than 24 inches on center. Installed insulation shall not block the airflow through foundation vents. 1311.5 Slab -On -Grade Floor: Slab -on -grade insulation installed inside the foundation wall shall extend downward from the top of the slab a minimum distance of 24 inches or to the top of the footing, whichever is less. Insulation installed outside the foundation shall extend downward a minimum of 24 inches or to the frost line, whichever is greater. Above grade insulation shall be protected. EXCEPTION: For monolithic slabs, the insulation shall extend downward from the top of the slab to the bottom of the footing, 1311.6 Radiant Floors (on or below grade): Slab -on- grade insulation shall extend downward from the top of the slab a minimum distance of 36 inches or downward to the top of the footing and horizontal for an aggregate of not less than 36 inches. If required by the building official where soil conditions warrant such insulation, the entire area of a radiant floor shall be thermally isolated from the soil. Where a soil gas control system is provided below the radiant floor, which results in increased convective flow below the radiant floor, the radiant floor shall be thermally isolated from the sub - floor gravel layer. 1312 Glazing and Doors 1312.1 Standard Procedure for Determination of Glazing and Door U- Factors: U- factors for glazing and doors shall be determined, certified and labeled in accordance with Standard RS -31 by a certified independent agency licensed by the National Fenestration Rating Council (NFRC). Compliance shall be based on the Residential or the Nonresidential Model Size. Product samples used for U- factor determinations shall be production line units or representative of units as purchased by the consumer or contractor. Unlabeled glazing and doors shall be assigned the default U- factor in Table 10 -6. 1312.2 Solar Heat Gain Coefficient and Shading Coefficient: Solar Heat Gain Coefficient (SHGC), shall be determined, certified and labeled in accordance with the National Fenestration Rating Council (NFRC) Standard by a certified, independent agency, licensed by the NFRC. EXCEPTION: Shading coefficients (SC) shall be an acceptable alternate for compliance with solar heat gain coefficient requirements. Shading coefficients for glazing shall be taken from Chapter 31 of Standard RS -1 or from the manufacturer's test data. 1313 Moisture Control 1313.1 Vapor Retarders: Vapor retarders shall be installed on the warm side (in winter) of insulation as required by this section. EXCEPTION: Vapor retarder installed with not more than 1/3 of the nominal R -value between it and the conditioned space. 1313.2 Roof /Ceiling Assemblies: Roof /ceiling assemblies where the ventilation space above the insulation is less than an average of 12 inches shall be provided with a vapor retarder. (For enclosed attics and enclosed rafter spaces, see Section 1203.2 of the International Building Code.) Roof /ceiling assemblies without a vented airspace, allowed only where neither the roof deck nor the roof structure are made of wood. shall provide a continuous vapor retarder with taped seams. EXCEPTION: Vapor retarders need not be provided where all of the insulation is installed between the roof membrane and the structural roof deck. 1313.3 Walls: Walls separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.4 Floors: Floors separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.5 Crawlspaces: A ground cover of six mil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within crawlspaces. The ground cover shall be overlapped 12 inches minimum at the joints and shall extend to the foundation wall. EXCEPTION: The ground cover may be omitted in crawl spaces if the crawlspace has a concrete slab floor with a minimum thickness of 3-1/2 inches. 1314 Air Leakage 1314.1 Building Envelope: The requirements of this section shall apply to building elements separating conditioned from unconditioned spaces. Exterior joints around windows and door frames, openings between walls and foundation, between walls and roof and wall panels: openings at penetrations of utility services through walls, floors and roofs: and all other openings in the building envelope shall be sealed. caulked, gasketed or weatherstripped to limit air leakage. 1314.2 Glazing and Doors: Doors and operable glazing separating conditioned from unconditioned space shall be weatherstripped. Fixed windows shall be tight fitting with glass retained by stops with sealant or caulking all around. EXCEPTION: Openings that are required to be fire resistant. 1314.3 Building Assemblies Used as Ducts or Plenums: Building assemblies used as ducts or plenums shall be sealed, caulked and gasketed to limit air leakage. 1314.4 Recessed Lighting Fixtures: When installed in the building envelope, recessed lighting fixtures shall by Type IC rated, and certified under ASTM E283 to have no more than 2.0 cfm air movement from the conditioned space to the ceiling cavity. The lighting fixture shall be tested at 75 Pascals or 1.57 lbs /ft pressure difference and have a label attached, showing compliance with this test method. Recessed lighting fixtures shall be installed with a gasket or caulk between the fixture and ceiling to prevent air leakage. Building Permit Plans Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms ENV -CHK: Revised July 2007 � 14800 Starfire Way (D Project Address ate 8/6/2008 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 OrM11111111111111111111111 Unconditioned s. •ces identified on • ens if allowed n. a. 1302 Space heat type: Other If 'Other. indicate on .fans that electric resistance heat is not allowed a. a . 1310.2 Semi - heated spaces Semi- heated spaces identified on plans it allowed 1311 Insulation yes 1311.1 Insut. installation Indicate densities and clearances Acj I yea 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation: Indicate baffles if cave vents installed: Indicate face sta.tin. of faced batts 4S,1% yea 1311.3 Wall insulation Indicate R -value on wall sections' Indicate face stapling of faced batts: Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess: Indicate heat capacity of masonry walls if mason o Lion is used F73' 5 1 n. a. 1311.4 Floor insulation Indicate R -value on floor sections: Indicate substantial contact with surface: Indicate supports not more than 24' o.c.: Indicate that insulation does not block airflow throu.h foundation vents y d ¢- yea 1311.5 Slab-on-grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top: Indicate above rade exterior insulation is .rotected 4.12. n. e. 1311.6 Radiant floor Indicate R -value on well section or foundation detail; Indicate slab insulation extends down vertically 36' from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where re.'d. b Official yea 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead as . ercent of ross well area A yea 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate If values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low-e coatints tas flltl .s \P.°. 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessa 1313 Moisture control yea 1313.1 Vapor retarders Indicate vapor retarders on warm side 4 yea 1313.2 Root /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate va.. retard. with sealed seams for non -wood strut. ►� yea 1313.3 Wall vapor retarder Indicate vapor retarder on wall section yes 1313.4 Floor vapor retarder Indicate vapor retarder on floor section _ n. a. 1313.5 Crawl space yap. reL Indicate six mil black polyethylene overlapped 12' on ground 1314 Air leakage yea yea 1314,1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping MEI 1314.2 Glazing /door seating Indicate weatherstripping yea 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing III- yea 1314.4 Recessed Lighting Fixtu : Indicate IC rating, ASTM E283 certification, and gasketing or caulking to ceiling t/ 1111 PRESCRIPTIVE/COMPONENT PERFORMANCE Sections 1320 -23 or 1330 -34 y ea Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary if no Is shown for any question, provide explanation: 2006 Washington State Nonresidential Energy Code Compliance Form Location (floor /room no.) Occupancy Description Allowed Watts per ft . Are in ft Allowed x Area L T t t . . . Lain e_ / /_ as e At e Reps ..w 1 ZS 4 4 SZ g S"661 .L( h20 _1'.Qf;$ . Qe- n A o. ,n4- OR CODE COVIPLIANCE Z. 7.# s c " From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed L f In II Woe s t,. cc.n (.♦. z' X 2 : f l" egartivaitwLD y 2.7 G 24 .6 !D y — /o d 7o 7 2.. 30 q h20 _1'.Qf;$ _1_lt17 Qe- n A o. ,n4- OR CODE COVIPLIANCE Z. 7.# s c _2:1_2 y 4 Y 7. sz r G 3 Bn.4.k APPR ®V ® 2 /2o ZYa L_f2i sir: P Y ' �ri. 1-4- SEP 12 2033 . I G 4 Y ZG 4 y IS4 i o r Lo_5 Z.-ac 2: / L 61f 4s/ z 4 7GS? /z s Z _ !0 4 2, Z Lam t' Of fulomia BUILDING DIVISION Z z ,l d 7 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts sty sia,24 CITY OF TUKWILA - BUILDING DIVISION 2006 Wasington State Nonresidential Energy Code Compliance Form LTG- Interior Lighting Summary !2006 Washington State Nonresidential Energy Code Compliance Forms Project Info Project Address l DO Stet C .a hy 701(4f l� Applicant Name: Pflc -1.t4S Ga n s L-rar l :.r., 1 n I _ Applicant Address: PO box igIBS Al; lit", Applicant Phone: vs-3 2 _ 5"74 Date For Building Department Use Project Description fr:ompliance Option Alteration Exceptions ( check appropriate box - sec. 1132.3) Revised July 2007 ❑ New Building A Addition ❑ Alte - ..• ❑ Plans Included �+ Refer to WSEC Section 1513 for controls and commissioning requirements. o Prescriptive O Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Maximum Allowed Lighting Wattage Proposed Lighting Wattage ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. 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 /Fbcture, use manufacturers listed maximum input wattage of the fixture (not simply the lamp wattage) 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 wattage 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. INCOMPLETE LT R# tg � � 3i3 � i RECEIVE AUG 2008 I. GENIE %Jr ' uKVVILA - BUILDING DIVISION 2006 Wasington State Nonresidential Energy Code Compliance Form Interior Lighting Summary • 2006 Washington State Nonresidential Energy Code Compliance Forms Project Info Project Address Applicant Name: Applicant Address: Applicant Phone: For Building Department Use Revised July 2007 Project Description Occupancy Description Allowed Watts •erft Area in ft Allowed x Area Proposed Lighting Wattage Location (floor /room no.) Watts/ Fixture Watts Proposed Fixture Description Number of Fixtures Compliance Option Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ New Building ❑ Addition ❑ Alteration El Plans :nuuded Refer to WSEC Section 1513 for controls and commissioning requirements. O Prescriptive O Lighting Power Allowance (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces t clea y on plans.) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor/room no.) From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 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 wattage of the fixture (not simply the lamp wattage) 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 wattage 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. r� se rum= �� Ise • • ' ice •• ui • • ings, o' ice a• minis ra ive areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churchesf ' <�JaV1 -, u omo ive aci i Convention cen er eni en iary an o er roup - •ccupancies Z:ourt Ouse ' o ice an • ire s a ions ia St 00 eS a iS en S , restaurants/bars er m rl > — OS 0' ice ' Co�mitory — 1 - e at ', retai •an ing, ma concourses, w o esa e stores (pallet rack shelving) Exercise center -- Gymnasia c oo • ui • ings roup • ccupancy on y , sc o0 classrooms, day care centers , assem y space — Rea . • ea er, mo ion pi ure t care C in c `Rospi a , nursing omes, an• o er roup - an• 1 -2 Occupancies — Rail 1 ea er, pe orming a s • ranspo a ion • mo a — Rote •anque7con erence ex i•i ion a Za.ora ory spaces a spaces no cassi ie• "Laboratory" shall meet office and other appropriate categories) i6iJIMII ►rare ouses , s orage areas o s ops �ar ing garages . Laundries — Li 1.2 vanes IIIIIINMIIr:JF tri'm'Trl•Ti • rr ir . 1 _1TXr4•r11mism . Ran, ac unng cifity ' ain oor •ui •ing o• •les excep ma concourses Museum Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: O Warehouses, storage areas or aircraft storage hangers O Other Qualification Checklist Note: If occupancy type is "Other' and facture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. rnol AL - - - - - - - - - - - - - - - - - - - - Lighting Fixtures: (Section 1521) - - - - - - - - - - - — Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T -8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. - - - - C I T Y OF TUKWILA - BUILDING DIVISION 2006 Wasington State Nonresidential Energy Code Compliance Form LTG -INT nterior Lighting Summary (back) 2006 Washington State Nonresidential Energy Code Compliance Forms c I.1�LC 1.7- Revised July 2007 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. _ 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. C!. N G\ �w . PI 9 .:u: / 1 /.: _•• •,; ,, I ri � . . y .: s ! t o x Y XIM i 14. ' .a. .0 . /1'\ \ • Project Name: Proposed Fort Dent Soccer Complex Location: Tukwila, Washington Dote: February 15, 2003 E ,'OPT CORRECTION - 1)0/ 4 43 LTR# SITE PLAN Bergquist Engineering Services A2 \`:-■ For: Starfire Sports 3 BES Project Number: 200301 -1 CITY OF TURVWLA AUG 2 9 2008 ERAir CENTER liltwt OMPLIAN CE OVEN P 2008 IL &NJ!) . ly Tu J a ION n; •em ., - . �S U��tli 0. 7 <} � ee t , ; Muirtb� and T yipe N } (f 1 oa '✓ Footj, t oi s t}tr� • ` R Y C t ' / / ;If •a. it �' J , t i '/ eC - 0 r •� r t ' P t fo nd U' ... , 1 �T ' 1.4 :. h { `f _ r' t y '( c . }�r sA.? •' �.2. °n +} - ryt e•� f N 5; y y � y ` . , u as.9 hr Y��> i _ 1 SS 9 24.6 _ - Dark km:PAN Sgn4y_SJLT (MLj jfop oij) - Brown, loose, SILT (ML) - _ 25S 7 33.1 _5_ - - Gray, loose SILT (ML) - _ 35S 9 42.3 _10_ _ - 4SS 6 30.4 _15_ Gray, loose, fine SAND (SP) _ • _ 5SS 8 35.5 _20_ Gray, loose SILT (ML) _ _ 65S 11 33.9 _25_ - _30 30 7SS • 21 26.7 - - _ Dark gray, medium dense, fine SAND (SP) - _ - 855 26 24.1 _35_ Continued on Next Page _40 _ Project: Fort Dent Soccer Complex Location: Tukwila, Washington BES Project No.: 200301, Report 1 Date Drilled: January 13, 2003 Bergquist Engineering Services Log of Boring 1 A3 Drilling Rig: Track - mounted CME 850 Boring Size: 6" /Mud Rotary. Automatic Hammer Drilled By: Gregory Drilling, Inc. Logged By: R. A. Bergquist, PE Approximate Ground Surface Elevation: 25' ;' . D . • (fe ' ; Siom le > $ s p rn' OM P . N= cil eY Y , 4 , . - 1Jl v ( � f0 l�s /'`t +, f as t re e y Cone *t ) t r = j „ a , - ` a - .h, s ,„ r k� � Des n o rt�b `; s r } t t v� > > ;;., 4 +f i 6 V� r r tal L 4las eahoj _ ' t _40_ 9SS 24 22.8 _40_ _45_ _ IOSS 31 14.5 _45_ _50_ _ 11SS 30 21.4 _50_ - Dark gray, medium dense, medium SAND (SP) _ _55_ _ 12SS 25 28.6 _55_ _60_ 60 _ 13SS 23 29.3 65 _ _ 65 - 14SS 27 30.2 - - _ 15SS . 23 32.5 _70_ _75_ 17 32.8 75 Dark gray, medium dense, fine SAND (SP) - _ 16SS _ : END OF BORING - 80 Bergquist Engineering Services Log of Boring 1 Continued A4 08/28/2008 12:51 2539419499 Mr. Steve Beck Starfire Sports 14800 Starfire Way Tukwila, Washington 981 Dear Steve: gq E Ineering 11 111! 27207 8th Avenue S R 0. Box 1 3309 Des Moines, Washington 98198 Des Moines, Washington 98198 Phone: 253.941.9399 • Fax 253.941.9499 • E -mail: solisengineering @aol.com Per FELE C PY VIty 9 L) rot City Of Tukwila BUILDING Downy To EARTH ENGINEERING SoumoNs BERGQUIST ENGINEERS PAGE 02 August 28, 2008 CITY AUG 2 9 200 PERMIT C ENTER Geotechnical Engineering Services Starfire Sports Complex 14800 Starfire Way Tukwila, Washington BES Project No.: 200301, Report 3 This letter is to update our report entitled Geotechnical Exploration and Enaineerinq Evaluation, Proposed Fort Dent Soccer Complex :lidding. South End of Fort Dent Park. .Tukwila, Washington dated February 15, 2003 relative to the proposed, one -story, steel - framed building that will be attached to the existing building as shown on drawing S1.1 entitled Foundation, Roof Framing Plan & General Notes. In particular, this addition will be located in the area best represented by test boring B1, which was drilled for the original report. In our original engineering report, we referenced the seismic zone based on the 1997 Uniform Building Code. Since then, the City of Tukwila has adopted the international Building Code (IBC). As stated in the General Notes on drawing S1.1, the structural engineer used the IBC and the appropriate Standard Penetration Test data from our report in his design. Further, he has used the recommended 1,000 psf allowable bearing capacity and minimum footing widths that were recommended. The remaining recommendations in our original report are still appropriate. T309 CORRECTION LTR # �_ 08/2812008 12:51 2539419499 Starfire Sports Tukwila, Washington If you have any questions, or if we may be of further service, please contact us. I EXPIRES : July 2010 1 Copies to: Addressee (2) Bergquist Engineering Services BERGQUIST ENGINEERS PAGE 03 BES Project Number 200301 August 28, 2008 Sincerely, Berggritt Enghooting SENVIC S Richard A. Bergquist, P.E. Principal Page 2 of 2 GEOTECHNICAL EXPLORATION AND ENGINEERING EVALUATION PROPOSED FORT DENT SOCCER COMPLEX SOUTH END OF FORT DENT PARK TUKWILA, WASHINGTON prepared for: STARFIRE SPORTS by: BERGQUIST ENGINEERING SERVICES BES PROJECT NUMBER: 200301 - REPORT 1 February 15, 2003 p er FE? E copy r. REVIEWED ftE!lIEW E CODE COMPLIANCE APPROVE SEP 1 2 2008 City Of Tukwila BUILDING DIVIS ON Engineering 5erviees � CITY t.A AUG 29 ?OM PERMIT CENTER CORRECTION LTR # — L — L lemylommm Bergq ist Engineering Services 27207 8th Avenue S P.O. Box 13309 Des Moines, Washington 98198 Des Moines, Washington 98198 Phone: 253.941.9399, Fax: 253.941.9499, e -mail: RBergqu510 @aol.com Mr. Christopher G. Slott Starfire Sports PO Box 48299 Burien, Washington 98148 Re: Subsurface Exploration and Engineering Evaluation Proposed Fort Dent Soccer Complex South End of Fort Dent Park Tukwila, Washington BES Project Number: 200301, Report 1 Dear Mr. Staff: February 15, 2003 Bergquist Engineering Services is pleased to provide this report of the geotechnical exploration for the referenced project. The attached report summarizes project and site data, describes the services we performed, presents our findings, and provides recommendations regarding foundations, lateral earth pressures, and earthwork. The appendix of the report presents site maps, boring logs, and explanatory aids. Based on our exploration and engineering analysis; the proposed primary soccer building and appurtenant buildings attached to the south and west sides of the building should be supported on a deep foundation system consisting of augercast piles. Eighteen - inch diameter, augercast piles with tip elevations of about 50 feet below the existing site elevation should develop an estimated load carrying capacity of 50 tons. The actual load carrying capacity, however, should be determined by full -scale load tests conducted on the site. The small, lightly loaded building attached to the north side of the primary building may be supported on conventional spread- footings using an allowable bearing capacity of up to 1,000 psf. All footings should be founded in the native, undisturbed soils or properly compacted structural fill or backfill. GEOTECHNICAL ENGINEERING AND CONSTRUCTION INSPECTION Starfire Sports Copies to: Addressee (5) ii BES Project Number: 200301, Report 1 Specific recommendations relative to design and construction of this project are presented in the attached report. The subsurface conditions and recommendations presented should be verified during construction. We appreciate the opportunity to be of service to you. If you have any questions concerning this report, or if we may be of additional service, please contact us. Sincerely, Bergquist Engineering Services Richard A. Bergquist, PE Principal TABLE OF CONTENTS 1. INTRODUCTION 1 2. PROJECT DESCRIPTION 2 3. SCOPE OF SERVICES 3 4. SITE CHARACTERIZATION 3 4.1 Site Classification 3 4.2 Surface 4 4.3 Subsurface Soil and Groundwater 4 5. DISCUSSION 5 6. RECOMMENDATIONS 5 6.1 Seismic Considerations 5 6.2 Foundations 6 6.3 Slabs -On -Grade 8 6.4 Earthwork 9 6.4.1 Site Clearing 9 6.4.2 Excavation 10 6.4.3 Materials 10 6.4.4 Placement and Compaction 11 6.5 Drainage 11 6.6 Groundwater 12 6.7 Construction Observation and Testing 12 7. REPORT LIMITATIONS 13 APPENDIX Vicinity Map Al Site Plan A2 Boring Logs A3 Boring Log Notes Al 3 Unified Soil Classification System Al 6 Schematic of Footing Drain Al 7 Notes A18 GEOTECHNICAL EXPLORATION AND ENGINEERING EVALUATION PROPOSED FORT DENT SOCCER COMPLEX BUILDING SOUTH END OF FORT DENT PARK TUKWILA, WASHINGTON Prepared for: STARFIRE SPORTS By: BERGQUIST ENGINEERING SERVICES BES PROJECT NUMBER: 200301 - REPORT 1 FEBRUARY 15, 2003 1. INTRODUCTION This report presents the results of our geotechnical exploration for the proposed Fort Dent Soccer Complex Building to be constructed near the south end of Fort Dent Park in Tukwila, Washington. The location of the site is shown on the Vicinity Map on page Al in the Appendix of this report. Bergquist Engineering Services (BES) performed the geotechnical exploration to provide information or recommendations regarding: • seismic design considerations including liquefaction potential, • allowable bearing capacity and depth of suitable foundation systems with estimated settlements, • lateral earth pressures and friction coefficients, • influence of groundwater on the development, • site preparation, and • excavation slope considerations. Mr. Christopher G. Slott authorized our work on January 7, 2003 by signing and returning a copy of BES Proposal Number 24002, dated December 30, 2002. Proposed Fort Dent Soccer Complex Building February 15, 2003 Tukwila, Washington BES Project Number 200301 - Report 1 2. PROJECT DESCRIPTION Mr. Jim Hanford of Carlson Architects and Mr. D. Allen Tucker of Engineers Northwest, Inc. provided design information presented herein. The project involves design and construction of a steel- framed complex to house indoor play fields (primary building), locker and training facilities (three story building on south side), management offices, and a food court (two story building on west side). The primary building, which encloses the play fields, will be about 210 feet long by 184 feet wide. Exterior walls will have a minimum height of about 36 feet and a maximum height at the gabled ends, of about 66 feet above ground surface. The surface of the playing fields will be at elevation 16 feet and will be constructed over a portland cement, concrete, slab -on- grade. It is assumed that live loads on the playing field slab will not exceed 50 pounds per square foot. A three -story building will be attached on the south side of the primary building. The lowest level of this building will be open at both the east and west ends. The lowest floor will be paved with portland cement concrete at or near an elevation of 16 feet. The middle floor, or main floor level, will be used for locker rooms, restrooms, and offices. The upper floor level will be reserved for future expansion. A two -story building will be attached on the west side of the primary building. The lowest floor of this building will be at about elevation 26.5 feet and will be used for an entrance lobby, offices, and a food court. The uppermost floor will be reserved for future expansion. A 60 -foot long by 40 -foot wide, single story building will be attached to the eastern portion of the north side of the primary building. The lowest finished floor of this building will be at about elevation 22 feet. Interior column loads will be on the order of 90 kips and exterior column loads will be on the order of 60 kips. If the actual foundation loads are greater than those stated herein, the geotechnicol engineer must be notified to determine whether the recommendations presented herein require revision. The playing fields will be below the 100 -year flood level. Therefore, the primary building will be designed to permit flooding of the lowest level with minimal to no damage to the structure. Bergquist Engineering Services Page 2 of 13 Proposed Fort Dent Soccer Complex Building February 15, 2003 Tukwila, Washington BES Project Number 200301 -Report 1 The upper levels of the attached buildings will be designed with their finished levels above the 100 -year flood. 3. SCOPE OF SERVICES The scope of services included a reconnaissance of the site by the geotechnical engineer, a review of geologic literature, drilling, logging, and sampling five test borings, installing a groundwater level monitoring well, laboratory testing, engineering analysis, and preparation of this report. During the drilling operation, soil samples were taken at the intervals noted on the individual boring logs, which are presented in the appendix on pages A3 and Al2. All borings, except for Boring Number 3, were backfilled upon completion with the excavated site -soils and bentonite in accordance with state of Washington regulations. A one -inch diameter, 55 -foot long, groundwater observation well was installed in Boring 3 according to state of Washington regulations. The soil samples were returned to our laboratory for analysis, which included visual classification and determination of the natural moisture content of all samples. The field and laboratory data were then evaluated by the geotechnical engineer relative to the proposed construction. The engineering recommendations and advice presented in this report have been made in accordance with generally accepted geotechnical- engineering practices in the area. 4. SITE CHARACTERIZATION The information presented in this section was gathered by BES personnel for geotechnical engineering purposes only. This site characterization was not intended to address the presence or likelihood of contamination on or around the site. Specialized methods and procedures, which were not a part of this scope of services, are required for an adequate environmental site assessment. 4.1 Site Classification According to open file report 92 - 7, Preliminary Liquefaction Susceptibility Mop of the Renton Quadrangle, Washington by Stephen P. Palmer Geologic, the project site is in Category soils, which have a high susceptibility to liquefaction. Bergquist Engineering Services Page 3 of 13 Proposed Fort Dent Soccer Complex Building February 15, 2003 Tukwila, Washington BES Project Number 200301 -Report 1 4.2 Surface At the time of our exploration, the surface of the site was covered with grass and weeds. In general, the ground - surface of the building site sloped gently down from the northeast corner to the southwest corner. 4.3 Subsurface Soil and Groundwater The subsurface soil and groundwater conditions at this site are described in the following paragraphs and are presented graphically on the boring logs in the appendix of this report. The stratification lines, indicated on the boring logs, represent the approximate boundaries between soil types. Actual boundaries may be gradual and the transitions may not be easily discernible during site excavation. The area within the proposed building is covered with about six inches to one -foot of brown very loose to loose, SILT (ML) (topsoil). The topsoil contains fine roots and organic matter. In general, underlying the topsoil, very loose to loose, and medium dense brown to gray, fine SAND (SP) was encountered to a depth of about 18 feet. The "N- values" of this soil layer range from zero blows per foot to 17 blows per foot and average 6 blows per foot. From a depth of about 18 feet and extending to a depth of 65 feet below the surface, dark gray to black, medium dense fine to medium SAND (SP) was encountered. The "N- values" of these soils range from 9 to 35 blows per foot and average 23 blows per foot. Occasional lenses of fine to medium gravel were encountered within this stratum as well as occasional tree wood. Groundwater was encountered in all of the test borings. Groundwater readings, however, were not recorded because mud -rotary drilling methods introduce water and drilling mud into the boring, making it impossible to accurately determine groundwater levels. Accordingly, the groundwater was measured in the observation well that was installed in Boring 3. On January 27, 2003, the groundwater was measured at a depth of two feet below the ground surface by R. Bergquist. On February 6, 2003, the groundwater was measured at a depth of two and one -half feet below the ground surface by C. Slatt. Bergquist Engineering Services Page 4 of 13 Proposed Fort Dent Soccer Complex Building February 15, 2003 Tukwila, Washington BES Project Number 200301 -Report 1 5. DISCUSSION The recommendations presented in this report are based on our understanding of the project as presented in the Project Description Section and on the assumption that the subsurface conditions encountered in the test borings adequately represent conditions near and between the exploratory test borings. Because project conditions regarding type and location of structures and foundation loads can change and because subsurface conditions are not always similar to those encountered in the borings, the geotechnical engineer must be contacted for review and possible revision of the recommendations if discrepancies are noticed. 6. RECOMMENDATIONS The following sections present recommendations regarding seismic considerations, foundations, lateral earth pressures, and for earthwork, excavations, drainage, and groundwater. 6.1 Seismic Considerations According to Figure No. 16 -2 of the 1997 edition of the Uniform Building Code (UBC), the project site is in Seismic Zone 3. Based on the subsurface data gathered during our exploration, we estimate that the soils to a depth of 100 feet, have an average SPT "N- value" of 15 to 50 blows per foot and can best be described as a "Stiff Soil Profile." Therefore, according to Table 16 -1 of the UBC, the site soil profile is best represented by a Soil Profile Type SD. The near - surface soils are considered susceptible to liquefaction; however, the building will be supported on a deep foundation system that is founded in medium dense to dense SAND and the floor slab will be supported on two to three feet of structural fill. Therefore, the liquefaction potential of the near - surface soils should present minimal risk. Seismically induced settlement of the foundation soils may occur;. however, such settlement will probably be small and affect relatively large areas so that differential settlements over the relatively short foundation distances associated with this project will likely be within tolerable limits. Bergquist Engineering Services Page 5 of 13 Proposed Fort Dent Soccer Complex Building February 15, 2003 Tukwila, Washington BES Project Number 200301 -Report 1 6.2 Foundations Due to the vertical extent of the weak, compressible soils beneath the site, we recommend that the building loads be transmitted to the underlying, stronger, relatively incompressible SAND (SP), encountered at a depth of about 18 to 20 feet below the surface, by use of a deep foundation system. Deep foundation systems considered for this project included drilled piers, driven piles, and augercast piles. Drilled piers are best suited when weak or compressible, cohesive soils overlie strong, relatively incompressible, cohesive soils. Drilled piers can be designed to develop most of their load carrying capacity from end bearing. These soil conditions do not exist on this site, therefore, drilled piers are not recommended for use for support of the proposed building at this site. Driven piles are best suited when weak, compressible, cohesive, or non - cohesive soils overlie strong, incompressible, non - cohesive soils. Driven piles develop their load carrying capacity from a combination of friction along the side of the pile and from end bearing. Driven piles, such as steel pipe piles driven closed -end are suitable for use at this site. Because augercast piles are used so often in this area, it is likely that they will be more economical than driven piles. Therefore, recommendations for driven piles will be provided if requested. Augercast piles develop their load- carrying capacity from a combination of friction along the side of the pile and from end bearing. They are best suited to cohesionless soils that can be drilled with relatively low down force and torque. These conditions exist at this site, therefore, augercast piles are recommended for use at this site. Augercast piles may be used to support the proposed structure. The allowable load carrying capacity of 18 -inch diameter, augercast piles with tip elevations of 50 to 55 feet below existing grade, is estimated to be about 50 tons per pile. The actual load carrying capacity should be verified with at least two, full - scale, load tests prior to finalizing design or at least at the beginning of the project. Unless eccentric loads are compensated for by the use of additional structural elements, piles should be installed in groups of three or more for stability and should be spaced no closer than three -pile diameters center to center. The allowable load carrying capacity may be increased by one -third for wind or seismic loads. Bergquist Engineering Services Page 6 of 13 Proposed Fort Dent Soccer Complex Building February 15, 2003 Tukwila, Washington BES Project Number 200301 -Report 1 Lateral loads on the pile from wind and seismic loads will be resisted by the passive resistance of the soil surrounding the single pile or pile group. The upper 18 feet of soils, however, are weak and susceptible to liquefaction and should not be considered in determining the lateral capacity of the pile or pile group. An equivalent fluid pressure of 200 pcf for the passive resistance may be used for the submerged sands below a depth of 18 feet. The passive resistance will act over two pile diameters. Uplift forces will be resisted by the skin friction along the sides of the pile plus the mass of the pile and pile cap. Uplift resistance due to skin friction is estimated to be 25 tons per pile for a 50 -foot long, 18 -inch diameter pile with at least 30 feet of embedment into the underlying medium dense SAND. An experienced contractor using continuous- flight, hollow -stem augers, should install augercast piles. Concrete grout must be continuously pumped through the auger maintaining a minimum grout head of five feet above the auger tip while the auger is extracted. To minimize the effects of soil disturbance at the bottom of the hole and thus enhance end - bearing capacity of the pile, the auger should be rotated while pumping a few cubic feet of grout through the tip before auger extraction is begun. Once the auger is extracted, the reinforcing steel should be placed. If the design does not require full - length reinforcing steel, a single reinforcing bar with an end - centering device, should be inserted the full length into each pile to confirm continuity of grout over the entire length of the pile. The reinforcing steel must be inserted by its own weight. The use of mechanical force while inserting the steel must not be permitted. If the reinforcing steel cannot be inserted without force, the pile must be re- drilled and re- grouted until the steel can be inserted without force. The small, lightly loaded, single story building attached to the eastern portion of the north side of the primary building may be supported on conventional spread footing foundations. Conventional wall and individual column footings may be dimensioned using a net allowable bearing capacity of up to 1,000 psf if they are placed in organic -free, undisturbed, gray, loose to medium stiff SILT (ML) encountered below elevation 22 feet. Bergquist Engineering Services Page 7 of 13 Proposed Fort Dent Soccer Complex Building February 15, 2003 Tukwila, Washington BES Project Number 200301 -Report 1 The recommended minimum dimension for continuous wall footings is 18 inches and for individual column footings, the recommended minimum dimension is 24 inches. All perimeter footings should be placed at least 18 inches below finished grade for frost protection. The allowable bearing capacities may be increased by one -third for wind and seismic loads. If the recommendations in this report are followed, total settlement of the foundation will be less than one inch (1 -inch) with differential settlements of less than three - quarters of an inch ( inch.) Lateral earth pressures for design of spread- footing foundations or short retaining walls with level backfill and without hydrostatic pressures or surcharge loads, may be calculated using the equivalent fluid pressures presented below: Active: Undisturbed subsoils • 40 psf /ft. Compacted granular soils 35 psf /ft. Passive: Continuous footings 250 psf /ft. Column footings 300 psf /ft. A coefficient of friction between footings and bearing soils of 0.30 may be used to resist lateral foundation loads. If passive earth pressures are used in conjunction with base friction to resist lateral loads, reduce the coefficient of friction to 0.25. Footings, stem walls, and retaining walls should be reinforced to reduce the potential for distress caused by differential foundation movements. A qualified engineer should determine the size, quantity, and location of reinforcement. All footing excavations at this site should be inspected by the geotechnical engineer prior to placement of construction forms and reinforcement steel. 6.3 Slabs -on -Grade Slabs -on -grade below the flood level (e.g. the playing field) will be placed on two to nearly three feet of fill. The fill should be clean, free - draining, crushed rock or crushed gravel meeting the gradation presented in Table 6.1 and compacted according to the recommendations provided in Section 6.4.4 of this report. After stripping of the topsoil, a robust, non - woven, filter fabric (MIRAFI 1100N or similar and approved by the geotechnical engineer) should be placed over the entire area according to manufacturers specifications. Bergquist Engineering Services Page 8 of 13 Proposed Fort Dent Soccer Complex Building February 15, 2003 Tukwila, Washington BES Project Number 200301 -Report 1 The filter fabric will act as a reinforcing layer over the weak, near - surface soils and as a separator between the fine - grained soils and the structural fill. The structural fill should then be placed on the fabric in such a way so as not cause traffic on the fabric. If the fabric is damaged or torn, it should be replaced or repaired according to manufacturer's recommendations. Plastic sheeting should not be used beneath the concrete slabs -on -grade below flood elevation in order to permit vertical drainage of the structural fill. Slabs -on -grade above the flood level (e.g. the small, lightly loaded building on the north side of the primary building) should be supported on a minimum of four inches of compacted granular material that meets gradation and compaction recommendations provided in Sections 6.4.3 and 6.4.4 of this report. Dowels should be evaluated for use at control joints where load transfer capability is required and to minimize abrupt changes in elevation should differential settlements occur. A 6 -mil minimum thickness, plastic sheet, vapor barrier should be included beneath all interior slabs -on- grade. A four -inch thick layer of clean sand may be placed over the plastic sheet to protect it from damage during placement of the concrete. All concrete, especially slabs -on- grade, should be placed at minimum water - cement ratios on moistened surfaces and properly cured to minimize shrinkage, cracking, warping, and curling. Concrete slabs should be allowed to cure adequately before placing vinyl or other moisture sensitive surface treatments. Lightly loaded, interior partition walls may be supported on thickened floor slab sections provided that: (1) loads do not exceed 750 pounds per lineal foot, (2) thickened sections are at least 12 inches wide, and (3) section thickness and reinforcement are consistent with structural requirements. 6.4 Earthwork The recommendations presented in this report are predicated on fulfillment of the following earthwork recommendations. 6.4.1 Site Clearing: The existing vegetation, topsoil, pavement remnants, underground utility lines, and any other deleterious materials should be removed from the project area prior to construction. After site clearing and stripping, the exposed surfaces should be graded relatively flat to allow for proper subgrade preparation but sloped slightly to allow good surface drainage during construction. Bergquist Engineering Services Page 9 of 13 Proposed Fort Dent Soccer Complex Building February 15, 2003 Tukwila, Washington BES Project Number 200301 -Report 1 6.4.2 Excavation: According to Chapter 296 -155, Part N of the Safety Standards for Construction Work in the State of Washington, the site soils classify as Type C soils. Therefore, side slopes of excavations deeper than four (4) feet should be no steeper than one and one -half (1 horizontal to one (1) vertical (1 /H:1V). If the dimensions of the site prevent the use of maximum slopes of 1' H:1V, the slopes must be stabilized or shored to facilitate safe excavations. The geotechnical engineer should be contacted for additional recommendations if such techniques are going to be employed. Excavations below approximate elevation 12 feet will probably require temporary dewatering of the site. Sumps with sump pumps may be sufficient in shallow excavations where SILT soils are encountered. Well points may be required to dewater areas where SAND soils are encountered. The piling contractor should be made aware of the possibility that obstructions such as tree limbs or entire tree trunks may be encountered within the underlying alluvial soils. Generally, if obstructions are encountered at very shallow depths they are removed by excavation. Pile are generally relocated at the direction of the structural engineer, if obstructions are encountered at greater depth. 6.4.3 Materials: The on -site fine SAND or SILT soils are generally not suitable for use as structural fill or structural backfill on this site. These soils are moisture sensitive and difficult to compact, therefore, well - graded, free - draining soils free of organics, and oversized particles should be imported for structural fill and structural backfill. Structural fill or backfill soil should conform to the gradation presented in Table 6.1, and be evaluated by the geotechnical engineer prior to use. A sample of the proposed structural fill soil must be delivered to the geotechnical engineer at least 72 hours before the contractor intends to use it. Bergquist Engineering Services Page 10 of 13 .t y i {i r:; x ti s a :f ,< ,_ -, 7 % .Y �Y, J .,., s ^f L �'Y ;, X 1 4 ,S %.,:`'i ` ;s-, Y, V. ,:atO ' ' �a � , ti .a rY 3 -inch 100 3 /4 -inch 50 -100 No. 4 25 -65 No. 10 10 -50 No. 40 0 -20 No. 200 0 -5* Proposed Fort Dent Soccer Complex Building Tukwila, Washington TABLE 6.1 GRADATION REQUIREMENTS FOR FILL AND BACKFILL February 15, 2003 BES Project Number 200301 -Report 1 *Note: The percent passing the No. 200 sieve is based on the weight of the material passing the 3/4 -inch sieve. 6.4.4 Placement and Compaction: All structural fill and structural backfill materials should be placed in relatively horizontal loose lifts not exceeding 10 inches in thickness and compacted to at least 95 percent of the modified Proctor (ASTM D1557) maximum density at moisture contents within two (2) percent of optimum. The specified compacted density and moisture content of each lift must be verified by test, prior to placement of subsequent lifts. 6.5 Drainage Good drainage is considered critical to the performance of earth- supported structures such as foundations, slabs -on- grade, and pavements. Therefore, construction grades and final site grades should be designed to prevent water from ponding in areas on or adjacent to foundations, slabs -on- grade, pavements, and retaining walls. Infiltration of water into foundation and utility excavations should be prevented during construction and throughout the life of the project. For buildings supported on conventional spread footings, a perimeter drain - system consisting of perforated, rigid, PVC pipe surrounded by washed gravel is recommended. The washed gravel should be separated from the surrounding soil by a nonwoven filter fabric similar to MIRAFI 140N. The collected water should be tight -lined away from the building to a suitable discharge system. Roof and surface drains should be provided but they should not be connected to the perimeter -drain system. A sketch of a footing drain system is presented in the Appendix of this report. Bergquist Engineering Services Page 11 of 13 Proposed Fort Dent Soccer Complex Building February 15, 2003 Tukwila, Washington BES Project Number 200301 -Report 1 During construction, adequate erosion control measures should be installed and maintained to prevent migration of soil from the site. These measures may include the installation of silt fences and /or hay bales at appropriate locations to collect sediments. The erosion control measures must be maintained until the site has been sufficiently stabilized with adequate surface vegetation to prevent erosion. 6.6 Groundwater Groundwater was encountered at an elevation of about 12 feet (about two feet below the current field surface). The groundwater level may fluctuate due to seasonal variations or other influences. Therefore, the contractor should be prepared to dewater the excavations should groundwater be encountered. 6.7 Construction Observation and Testing The recommendations presented in this report rely on adequate observation and testing of construction materials and procedures by the geotechnical engineer or his qualified representative. At a minimum, the testing program should include: • Observation and review by the geotechnical engineer during site excavation. • Periodic observation of erosion control measures during the construction process. • Full -time inspection by the geotechnical engineer during placement of the test piles, during testing of the piles, and during installation of the production piles. • Observation by the geotechnical engineer of placement of the perimeter drains system to ensure proper installation. • Observation and testing of placement and compaction of all fill and backfill materials to evaluate compliance with specifications. • Field inspection and laboratory testing of materials and field inspection of methods as required by the appropriate Uniform Building Code. Typically, this includes inspection of placement of reinforcing steel; inspection and Bergquist Engineering Services Page 12 of 13 Proposed Fort Dent Soccer Complex Building February 15, 2003 Tukwila, Washington BES Project Number 200301 -Report 1 testing of portland cement concrete to evaluate compliance with specifications regarding slump, temperature, air content, and strength; and inspection of structural steel. 7. REPORT LIMITATIONS The recommendations presented in this report are for the exclusive use by Starfire Sports for the proposed primary building and appurtenant buildings attached thereto as described in this report. The recommendations are based on the site surface and subsurface information gathered by Bergquist Engineering Services, on design details for the project provided by Carlson Architects and Engineers Northwest. If there are any revisions to the plans or if deviations from the subsurface conditions noted in this report are encountered during construction, BES should be notified immediately to determine whether changes to the foundation recommendations are required. After the plans and specifications are more complete, the geotechnical engineer should be provided the opportunity to review them to check that these engineering recommendations have been interpreted properly. o0o Bergquist Engineering Services Page 13 of 13 &ACK RIVER RIPARIAN PORES ST VICINITY MAP Project Name: Proposed Fort Dent Soccer Complex Location: Tukwila, Washington Date: February 15, 2003 Bergquist Engineering Services For: Starfire Sports BES Project Number: 200301 -1 Al SITE PLAN Project Name: Proposed Fort Dent Soccer Complex Location: Tukwila, Washington Date: February 15, 2003 Bergquist Engineering Services For: Starfire Sports BES Project Number: 200301-1 A2 `.,s • W 1 ,. j t , Li 4 y { e et r S s ! ? i � . .1. p dn� T.ype < yK� � yy IV �� � j Q OY ` hK �.: i , lr. t . 4 : Fbo _ . ^ t"d" � ..� � { .-ti - w t M91 e A: a' 4 RI6 r� r { { r r x ,� , �. �'�t' a ro� :f' f ."Y', , . • ti �J }1 -a .3 .� t � { ^_ i �' { „ ' �,'' z `� y •s� k. �� st . • h V Y � a. j t " s 6 y 1; 7g ' .'' • xv -2.0 ^u .l` J ` zi 5 "te r1 L� {1LF Y.:.fj.•'L tit��`r" Li:Ty. tt�l , $i <' r s ? r ° " v�j� - 1 SS 9 24.6 JZai(L bro�ra 54r2�y -SAT (�Ll nosing) - - Brown, loose, SILT (ML) - _ 2SS 7 33.1 _5_ - Gray, loose SILT (ML) - _ _ 355 9 42.3 _10_ _ _ 4SS 6 30.4 _15_ Gray, loose, fine SAND (SP) - 2 0 - 5SS 8 35.5 _20_ Gray, loose SILT (ML) _25_ _ 65S 11 33.9 _25_ _30_ 30 7SS 21 26.7 - - _ Dark gray, medium dense, fine SAND (SP) - _ - 8SS 26 24.1 _35_ Continued on Next Page _40 40_ —. Project: Fort Dent Soccer Complex Location: Tukwila, Washington BES Project No.: 200301, Report 1 Date Drilled: January 13, 2003 Bergquist Engineering Services Log of Boring 1 Drilling Rig: Track - mounted CME 850 Boring Size: 6° /Mud Rotary. Automatic Hammer Drilled By: Gregory Drilling, Inc. Logged By: R. A. Bergquist, PE A Ground Surface Elevation: 25' A3 9lt l S @ r t 1 { pQ '� y i 4 `- .. 44444 w s< �l rfl (Il f ' • ` t y�@ }3 11 \S'Y Q'��. A .. .: a . I �< P h o t r r 'd ...rF °a t ., :� , r.:;,:,. T 7VI asi►r� lA, a =I ., - 1O[1 i .:-(i•.> ~ y • .F�3 t-LL� !1 -t .3 '1 y.1P 1 r �ssc444 �. � ?`` '..!, �• r k.t "Y 't �'_""f' S F -4': S tS� �}} r} �L tl. -,�`r `�. �: h `s x��+tst 1 I� � �r k7 vi ir : , . .. * Y { _ c 5 � i 110 831 tCOk s t 1 r . s ' ;... .. v : Jh a... r.S. :., a r t' y w ?4` i . l p it l _ 40_ 40 9SS 24 22.8 _45_ _ 10SS 31 14.5 _45_ _50 11SS 30 21.4 _50_ - Dark gray, medium dense, medium SAND (SP) _ _55_ _ 12SS 25 28.6 _55_ - - 13SS 23 29.3 _60_ - _65_ 65 _ 14SS 27 30.2 _ - 15SS 23 32.5 _70_ - • 75 _ _ 75 Dark gray, medium dense, fine SAND (SP) - - _ 16SS 17 32.8 _ END OF BORING 80_ 80 Bergquist Engineering Services Log of Boring 1 Continued A4 Project: Fort Dent Soccer Complex Location: Tukwila, Washington BES Project No.: 200301, Report 1 Date Drilled: January 13, 2003 Bergquist Engineering Services Log of Boring 2 A5 Drilling Rig: Track- mounted CME 850 Boring: 6" /Mud Rotary. Automatic Hammer. Drilled By: Gregory Drilling, Inc. Logged By: R. A. Bergquist, PE A pp OIUe roximate Ground Su rface Elevation: 14' 2 e = „ N � = V 1 7 : { � � =^x a�. , -. gt sture t q a • rEkent %) -� 7 tty t n ? � rt -y A:-:.: D esch M '' ; ` a J Y f! _ 1 a r� I P k t7�` r , :, s ` I i�fi Of � << > air +. 4.1=::;=:‘i _ . Pal ham, $adr-sJLT (ML1 A:o siD - Brown, very loose SILT (ML) - - 155 WR 51.5 _ Dsd luewa.- vrxlss AI tQJ D _ 255 2 34.8 _5_ - WR 43.0 - 3S5 _ 4S5 2 37.3 _10_ - Brown, very loose to loose, fine SAND (SP) - _ 15 5SS 5 34.4 _ _ 655 14 23.2 _20_ Dark gray, medium dense, coarse SAND (SP) - _25_ _ 75S 14 43.0 _25_ occasional woody debris (I' diameteJ - _30_ 855 26 14.5 _30 Dark gray, medium dense, coarse SAND (SP), with medium - - gravel - _ 35 9S5 26 22.7 - - _ Dark gray, medium dense, medium SAND (SP) - — = _ _ — _ — — — —. — —. Continued on Next Page _40_ Project: Fort Dent Soccer Complex Location: Tukwila, Washington BES Project No.: 200301, Report 1 Date Drilled: January 13, 2003 Bergquist Engineering Services Log of Boring 2 A5 Drilling Rig: Track- mounted CME 850 Boring: 6" /Mud Rotary. Automatic Hammer. Drilled By: Gregory Drilling, Inc. Logged By: R. A. Bergquist, PE A pp OIUe roximate Ground Su rface Elevation: 14' tn. � , ,,,.1,;•4 P ( fe tr. - S • d L' -K<J �t r an T • - _N —v 1 @�`� t Y �l '( l tai f fi t a x ... _ -'` IS IU��b l i. r✓z i}lt nt 1%) ti� Lt `t� , �!Y :.. : i•• - S t i�Vn ".' �� t r Z 'x . ��r2 R z.�� • S Z.t1 r l y d@S CtIf?t10 dI1C K fi t'� ts� ^ r' t. : �, r (�'( F DA" � s }pp,, l� �ittii tCO 1 I j? 40 Dark gray, medium dense, medium SAND (SP) 40 _ l OSS 25 17.9 trace gravel _ _45_ _45_ _ 11SS 21 25.4 Dark gray, dense, fine to medium SAND (SP) _ 50 50 - 12SS 19 trace woody debris of 46' - Dark gray, medium dense, fine to medium SAND (SP) 55 _55_ - 1355 28 28.3 _ 60_ _60_ _ 14SS 23 33.2 Dark gray, medium dense, fine SAND (SP) _ _65_ _65_ _ 15SS 25 28.9 Dark gray, medium dense, fine to medium SAND (SP) _ END OF BORING 70 70 75 75 80 80 Bergquist Engineering Services Log of Boring 2 Continued A6 ^' : V . .., T , .r,,�!' ' } Qpn}� - ' {i r ,a ' ^ p j Y c � '•.',• ,� ' i 1., y r% , �.. - 16, , c A 2 § ,4G> - -2::: 7 - Ium6er . { h Ti►pe t- v "�.^ `f� • ', Y f'i',`• . � .� e - ��I ;a:T 1 J Y ^ ''(r •• � ~'? } .�� ; - I�OOt �}.:.`t. 3"�:'>.^ii��ii•� "t'•i�:, 7, ,:', • C'L�! �� "} y 1 �' ISIU yy a j r l l 9 „4 !-76-It aa t � 'Y- -t,is, ;``•'- 21 y y . r s y, F4 /rI .� r , �. , -�r d,r ' r ,i •�t !,it S 17 ? ,,,, ��ly ..? � g4 � �/''' Ft ' F.� �, :P� f 11 � Irl�/ 3 . :,,[{ E ' i a ' +,- i rv�.s� .�,,ttS 4E 1)1. m � "C�� � i'M �.i 'Jt E-a�y1 t' Tyr ft Y J Vi , 8 i : 3d i }�+lr''rti ' S _ 'y x s .f . :�. ?'-t t. ''3(A 4 1111 qr ,c-.� " - �!,. �p'S1 Y.s ....; •eC'~ +.. ,.""A.Y. Sri,d 7Y: -9;i•. - Dark brown,5andy SILT (ML►1Topsoilj - - 5 24.3 Jan. 27, 2003 Brown, loose, SILT (ML) Feb. 06, 2003 - IT. 155 5 5 _ 2SS 6 44.7 - - 4 30.8 Gray, loose SILT (ML) 3SS 10 10 _ 4SS 7 33.8 - _15_ 9 29.2 15 5SS Gray, loose, fine SAND (SP) _ _20_ 6SS 22 20.9 _20_ _ Gray, loose SILT (ML) _ 25 7SS 22 21.9 25 _ 30 15 40.2 _30_ 8SS Dark gray, medium dense, fine SAND (SP) _35_ 9SS 26 13.1 _35_ _ 40_ — r Continued on Next Page �� _40_ Project: Fort Dent Soccer Complex Location: Tukwila, Washington BES Project No.: 200301, Report 1 Date Drilled: January 13, 2003 Bergquist Engineering Services Log of Boring 3 Drilling Rig: Track - mounted CME 850 Boring Size: 6" /Mud Rotary. Automatic Hammer. Drilled By: Gregory Drilling, Inc. Logged By: R. A. Bergquist, PE Aaaroximate Ground Surface Elevation: 14' A7 �> : Yf►ffi 'r M eet] v . Sa triple' 1J�um •;Z , and; Jype 1�1 iiii e. ; Gl ow y s � / /. ... oa stl�( r Eontent� .. 1 e ; } : a Y 'C * �' ;? —1 '''''''''' D�sn ' rr< r . 4 C4� � .. J .. _40_ 21 17.8 _40_ 10SS _ Dark gray, medium dense, medium SAND (SP) _ 45 11SS 25 25.9 45 _50_ 27 31.8 = : 50 12SS _ Dark gray, medium dense, fine to medium SAND (SP) _ 55 13SS 30 28.5 _ 55 60 28 32.1 60 14SS Dark gray, fine SAND (SP) 65 155S 17 37.2 65 END OF BORING 70 70 • 75 75 _80_ 80 Bergquist Engineering Services Log of Boring 3 Continued AS •r it } • . .. - Ix t and •Tye tt • N = Ya - . r [31 l L ~ footj° _ ��]] ? - / A1 e t 3 . �Y!� r Oi t , 6; ! -� } , .. .. t ' ° ). � �Cf�ps�sl +eatio>i" ' � i .. .'�. . 1. ,.. . l •: N r - .Palk harp.. 52 dy_5JILNMg1 LCOJsiU - 1 SS 5 30.5 - 5 _5_ 255 6 31.3 - _ 7 32.9 - Brown, very loose to loose, fine SAND (SP) _ 3SS 10 _10_ 4S5 10 33.3 15 3 28.5 15 5SS Dark brown, medium dense, fine SAND (SP) 20 655 11 26.4 20 _25_ 27 23.9 25 75S _30_ 28 24.1 30 8SS - Dark gray to black, medium dense, medium SAND (SP) _ - (/rne to medium gravel of 34 feet) _ _35_ 95S 30 14.3 35 — — =-.r. Continued on Next Page _40_ _40_ — — — — ^ — — Project: Fort Dent Soccer Complex Location: Tukwila, Washington BES Project No.: 200301, Report 1 Date Drilled: January 9, 2003 Bergqulst Engineering Services Log of Boring 4 Drilling Rig: Track- mounted CME 850 Boring Size: 6" /Mud Rotary. Automatic Hammer. Drilled By: Gregory Drilling, Inc. Logged By: R. A. Bergquist, PE Approximate Ground Surface Elevation: 14' A9 s Ml 7, (Meet} Spmpf ®. 6171 F- ' and •.Tif . h F Values f t' .d.•i Bldws�C Forit� .r i � ; i6., . ,F o L r � t ept ( N i t - / .�.'� -� �ptt aii �rl;3 31 �i y�.r z ; s C� ossrfi h 4 .zY �. e � ' E e. ',. 4 z :�;'. - Dark gray, dense, medium SAND (SP) - 40 LOSS 22 25.3 40 45 21 28.8 45 11SS - Dark gray, medium dense, medium SAND (SP) - 50 12SS 35 29.7 50 _55_ 25 28.2 Dark gray, dense, medium SAND (SP) 55_ 13SS 60 24 36.8 60 1455 - Dark gray, medium dense, fine SAND (SP) - 65 15SS 22 31.5 65 END OF BORING 70 70 _75_ 75 _80_ 80 Bergquist Engineering Services Log of Boring 4 Continued A10 Ir t um li e rt „ �B1�2i ,. +� " d f N{oisf C onte nt (1%� Des� a l S C SL ' - Cra sstficafi,on : t x Y � _ pork Inc:x a54RclY s_II,I Rl,11[0P:41) _ Brown, loose, SILT (ML) _ - 1SS 5 32.5 Brown, loose, fine SAND (SP) - _ - 2SS 5 46.9 _ 5_ Brown, slightly mottled reddish brown, loose, fine SAND (SP) - - 8 33.7 - 35S _ Gray, loose, fine SAND (SP) _ 10 _ _ -10_ _ 4SS 17 22.4 _ - _15_ 10 27.1 15 5SS Dark gray, medium dense, medium to coarse SAND (SP) - _20 6SS 12 23.2 20 25 - _ 9 29.8 Dark gray, loose, medium to coarse SAND (SP) - 25 7S5 - Dark gray, medium dense, medium coarse SAND (SP) - _30_ 8SS 28 21.7 30 _35_ 25 11.3 35 9SS - Dark gray, medium dense, fine to medium gravel (GP) - _40 Continued on Next Page _40_ Project: Fort Dent Soccer Complex Location: Tukwila, Washington BES Project No.: 200301, Report 1 Date Drilled: January 9, 2003 Bergquist Engineering Services Log of Boring 5 Drilling Rig: Track - mounted CME 850 Boring Size: 6" /Mud Rotary. Automatic Hammer. Drilled By: Gregory Drilling, Inc. Logged By: R. A. Bergquist, PE A Ground Surface Elevation: 15' All lr 't (fe �., . 1� Y N ' +' { Ad. ' ype.:. �'r- IU : ` `� _ \ F ems x '` :F naot)t -.. i p � 'M isttr. ; Content Descri pti an ' CC oSsihcb ■on r _ } - ... • , y? > .Sr rf s� f Dark gray, dense, medium SAND (SP) - 40 l055 31 21.2 40 45 24 15.1 45_ 1155 Dark gray, medium dense, medium SAND (SP) - 50 12SS 21 . 22.2 50 _55_ 34 31.2 Dark gray, dense, medium SAND (SP) _55_ 13SS 60 29 25.9 60 1455 - Dark gray, medium dense, fine SAND (SP) - 65 15SS 17 34.5 65 END OF BORING 70 70 75 75 _80_ 80 Bergquist Engineering Services Log of Boring 5 Continued Al2 BORING LOG NOTES These notes and boring logs are intended for use with this geotechnical report for the purposes and project described therein. The boring logs depict BES's interpretation of subsurface conditions at the location of the boring on the date noted. Subsurface conditions may vary, and groundwater levels may change because of seasonal or numerous other factors. Accordingly, the boring logs should not be made a part of construction plans or be used to define construction conditions. The approximate locations of the borings are shown on the Site Plan. The borings were located in the field by Steve Beck and Richard Bergquist by estimating distances from existing site features. "Boring Size/Type" refers the diameter and type of auger used. "HSA" denotes hollow -stem auger. "SSA" denotes solid -stem auger. "BA" denotes bucket auger. "Sample Type" refers to the sampling method and equipment used during exploration where: • "AU" indicates a bulk sample taken from the ground surface or from the auger flights. • "SS" indicates split -spoon sampler with 1 -3/8" inside diameter and 2" outside diameter. • "DM" indicates Dames and Moore split -spoon sampler with 2-1/2" inside diameter and 3-1/3" outside diameter. "N -Value (Blows /Foot)" refers to the number of blows from a 140 -pound hammer falling 30 inches required to advance a standard sampler one -foot or a specified distance. Refusal is 50 blows for less than six inches or 25 blows without advancing the sampler. • "WR" indicates tht the sampler was advanced 18 inches by the weight of the rods without any blows of the hammer. "Moisture Content" refers to the moisture content of the soil expressed in percent by weight as determined in the laboratory. "Description and Classification" refer to the materials encountered in the boring. The descriptions and classifications are generally based on visual examination in the field and laboratory. Where noted, laboratory tests were performed to determine the soil classification. The terms and symbols used in the boring logs are in general accordance with the Unified Soil Classification System. Laboratory tests are performed in general accordance with applicable procedures described by the American Society for Testing and Materials. A13 BORING LOG NOTES continued "Qp" Estimated unconfined compressive strength as determined with a pocket penetrometer. "7" Indicates location of groundwater an the date noted. Solid PVC Pipe Slotted PVC Pipe Bentonite Chips Sand TERMS for RELATIVE DENSITY of NON - COHESIVE SOIL Term Standard Penetration Resistance "N" Very Loose 4 or less Loose 5 to 10 Medium Dense 11 to 30 Dense 31 to 50 Very Dense Over 50 blows /foot TERMS for RELATIVE CONSISTENCY of COHESIVE SOIL Term Unconfined Compressive Strength Very Soft 0 to 0.25 tons /square -foot (tsf) Soft 0.25 to 0.50 tsf Medium Stiff 0.50 to 1.00 tsf Stiff 1.00 to 2.00 tsf Very Stiff 2.00 to 4.00 tsf Hard Over 4.00 tsf Al 4 BORING LOG NOTES continued DEFINITION of MATERIAL by DIAMETER of PARTICLE Boulder 8- inches+ Cobble 3 to 8 inches Gravel 3 inches to 5mm Coarse Sand 5mm to 0.6mm Medium Sand 0.6mm to 0.2mm Fine Sand 0.2mm to 0.074mm Silt 0.074mm to 0.005mm Clay less than 0.005mm UNIFIED SOIL CLASSIFICATION SYSTEM (USCS) COARSE GRAINED SOILS (Less than 50% fines. Fines are soils passing the # 200 sieve.) GROUP SYMBOL DESCRIPTION MAJOR DIVISIONS GW Well- graded GRAVELS or GRAVEL -SAND mixtures, less than 5% fines. GRAVELS More than half of coarse fraction is larger than No. 4 sieve. GP Poorly graded GRAVELS or GRAVEL -SAND mixtures, less than 5% fines. GM Silty GRAVELS, GRAVEL - SAND -SILT mixtures, more than 12% fines. GC Clayey GRAVELS, GRAVEL- SAND -SILT mixtures, more than 12% fines. SW Well- graded SANDS or Gravelly SANDS mixtures, less than 5% fines. SANDS More than half of coarse fraction is smaller than No. 4 sieve. $P Poorly graded SANDS or Gravelly SANDS mixtures, less than 5% fines. SM Silty SANDS, SAND -SILT mixtures, more than 12% fines SC Clayey SANDS, SAND -CLAY mixtures, more than 12% fines Note: Coarse - grained soils receive dual symbols if they contain between 5 and 12 percent fines. FINE - GRAINED SOILS (More than 50% fines. Fines are materials passing the # 200 sieve) GROUP SYMBOL DESCRIPTION MAJOR DIVISIONS ML Inorganic SILTS, very fine SANDS, ROCK FLOUR, Silty or Clayey SANDS SILTS and CLAYS Liquid limit less than 50 - CL Inorganic CLAYS of low to medium plasticity, Gravelly CLAYS, Sandy CLAYS, Silty CLAYS, Lean CLAYS OL Organic SILTS, or organic Silty CLAYS of low plasticity MH Inorganic SILTS, Micaceous or Diatomaceous fine SANDS or SILTS, Elastic SILTS SILTS and CLAYS Liquid limit greater than 50 CH Inorganic CLAYS of high plasticity, fat CLAYS OH Organic CLAYS of medium to high plasticity PT PEAT, MUCK, and other highly organic soils Highly organic soils Note: Fine - grained soils receive dual symbols if their limits plot left of the °A' Line and have a plasticity index (PI) of 4 to 7 percent. UNIFIED SOIL CLASSIFICATION SYSTEM Bergquist Engineering Services A16 Exterior Grade. Sloped Away from Building Rigid, 4" Diameter, Perforated PVC Pipe (Perforations Facing Down) Interior Floor Nonwoven, Needle Punched or Spunbound, Filter Fabric (MIRAFI 140N or Equal) Minimum 6" thick wrap of washed gravel Tightline Roof Drain SCHEMATIC OF FOOTING DRAIN Project Name: Proposed Fort Dent Soccer Complex Location: Tukwila, Washington Date: February 15, 2003 Bergquist Engineering Services For: Starfire Sports BES Project Number: 200301 -1 A17 NOTES W STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. We get buildings built. D08 3'13 June 2008 ENW JOB NO. 02116005 FILE CMy Permit No fire Sp�or s :. :._ ,�.�_� Star ., Tukwila, ,WA 98188 STRUCTURAL CALCULATIO Remodel Addition MLS Sea Team Lounge & Locker Roo EVIEWED FOR DE COMPLIANCE e APPROVED SEP 12 2008 ity Of Tukwila BUILDIN DIVISION_ RECEIVED JUN 2 4 2008 PERMIT CENTEE 'fVAL (9(23# 0 6869 Woodlawn Avenue NE • Seattle, WA 98115 206.525.7560 • fax 206.522.6698 www.enwseattle.com 1 A-2.1 ,, -2 " D -2. S.J. CONT. FTG. .J P H _1 Iw; I I L - i i -- (E) F6.0 P NEW 4" SLAB ON GRADE REINFORCED w/ 12x12 2.9x2.9 WWF l 7 14 4 o 30 ,o 30' -0" 1 A -2.1 D -2.1 INFILL EXIST OPENING E 2.1 L Q, X51- 0 \l jeC ' ) ° (- 1 1 _ 4 ") �� (E) F6.0 r A - (E) F6.0 SJ EXIST 4" SLAB ON GRADE REINFORCED w/ 12x12 2.9x2.9 WWF REF. ELEV. ID -o I I I I I L -J L_J FOUNDATION PLAN -J ., I J D -2.1 30' -0" NEW 4" SLAB ON GRADE REINFORCED w/ 12x12 2.9x2.9 WWF I C -2.1 S.J S.J. S.J. S.J. NOTES• I" = 1' -0" 1. TOP OF SLAB ON GRADE IS AT DATUM ELEVATION I0'-09, (U.N.O.) 2. TOP OF FOOTING ELEVATIONS INDICATED THUS: ( '- "). 3. CENTER FOOTINGS ON WALLS OR COLUMNS, (U.N.0.) 4. SEE SHEET 52.1 FOR TYP. FRAMING DTLS. (U.N.O.) 5.) WHERE BEARING WALLS SUPPORT JOISTS, PLACE THE STUDS DIRECTLY BELOW JOISTS. SEAT STUD WEBS TIGHT TO WEB OF TOP & BOT. TRACKS, TYP. 6.) X- BRACES SHOWN THUS: x & NOTED AS 0 ARE PER ELEVATION F -2.1 & WALL BRACING SCHEDULE. l r c5-f � COQ td? 1 n n w /LAPPIING SIDE SEAMS ' EXIST M.B.S. METAL ROOF JOISTS C 24 "o /c tit] -01 LJ 30' -0" C -2.2 ROOF FRAMING PLAN t 46 cu.\\ cp, NOTES; q" ■ 1' -0" 1.) r "] INDICATES TOP OF FRAMING ELEVATION (BOTTOM OF DECKING ) ,ABOVE DATUM. 2. < "> INDICATES TOP OF PARAPET ELEVATION ABOVE DATUM. 3. CONTRACTOR AND TRUSS SUPPUER TO VERIFY M/U WEIGHT-ID LOCATIONS. 4. SEE SHEET 52.2 FOR TYP. FRAMING OTLS. (U.N.O.) 5. PROVIDE JOIST BLOCKING/BRACING PER SHT 52.2. SEE ".1 ?ACING SCHEDULE" SHT. S2.2 SIM. _ HDB J1Dg.. 1 2 "x 1 12GA. 2" x 16GA. JOIST BRACINGI STRAP BOT TYP. nuUr UClrh I IV s O U DC 1 I/ CONNECT TO SUPPORTS WIT AND 12' o/c AT SUPPORTS 1} "(22GA) HSB 36 DKG. w /LAPPING SIDE SEAMS 11 3& MCE Ground Motion - Conterminous 48 States Latitude = 47.4700, Longitude = - 122.2500 Period MCE Sa (sec) ( %g) 0.2 135.9 MCE Value of Ss, Site Class B 1.0 046.9 MCE Value of S1, Site Class B ACME Mapper 2.0 - 0.5 km SxSE of Green River WA http: / /mapper.acme.com/ Page 1 of 1 6/16/2008 ENGINEERS- NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Input = _ _ Shaded cells Job number : Job name : Starfire MLS Team Lounge & Locker Room IBC 2006 Section 1613.1 / ASCE 7 -05 Section 12.8 Equivalent Lateral Force Procedure - Building design base shear All references below are to ASCE 7 -05 (U.N.O.) Input Basic Seismic - Force Resisting System = A15 Light wall systems using flat strap bracing Basic Seismic - Force - Resisting System = BWS = Bearing Wall System Is this considered a Building Structure ? Y Section 15.1.1 - for Nonbuilding Structure definition. Is Diaphragm considered Flexible? Y Section 12.3.1 hn = 17.38 ft. height to top level in main portion of structure (abv.base) Section 11.3 Ss = 1.359 Spectral response acceleration at 0.2 seconds for Site Class B. S1 = 0.469 Spectral response acceleration at 1.0 seconds for Site Class B. TL = 6 Long - period transition period Figure 22 -15 thru 22 -20 Site Class (soil) = D Section 20.1 Soil properties "D" is default unless the Geotech data orBuilding Occupancy Category = 11 Table 1 -1 page 3 Official thinks it is Site Class "E "or "F ". Top of wall elevation (parapet) = Elevation of top of wall lateral support (max.) = roof high point (minimum parapet) Elevation of top of wall lateral support (min.) = 16.75 ft. roof low point (maximum parapet) 18.00 ft. 17.00 ft. Output W = Building weight (# or kips) Site Coefficient Fa = 1.000 Table 11.4 -1 Site Coefficient Fv = 4.531 Table 11.4 -2 Sms = 1.359 Sms = FaSs Section 11.4.3 (Eq. 11.4 -1) Sm1 = 0.718 Smt = FvS1 Section 11.4.3 (Eq. 11.4 -2) Sds = 0.906 Sds = 2/3Sms Section 11.4.4 (Eq. 11.4 -3) Sd1 = 0.479 Sd1 = 2/3Sm1 Section 11.4.4 (Eq. 11.4 -4) Seismic Design Category (SDC) = D Section 11.6 & Tables 11.6 -1 & 11.6 -2 To = 0.106 0.2Sd1 /Sds Section 11.4.5 Ts = 0.529 Sd1 /Sds Section 11.4.5 Ct = 0.02 Section 12.8.2.1 Table 12.8 -2 Table 12.8 -1 Period = T = 0.170 seconds - Section12.8.2.1 (Eq. 12.8 -7) Cu = 1.4 Sa = 0.906 Section 11.4.5 (Eq. 11.4 -5)or (Eq.11.4 -6)or (Eq. 11.4 -7) R = 4 Table 12.2 -1 Response Modification Coefficient (reduces forces to USD) Qo = 2 System Overstrength Factor modified for flexible diaphragm Cd = 3.5 Deflection Amplification Factor for use in Sections 12.8.6, 12.8.7 & 12.9.2 IE = 1 Occupancy Importance Factor - Table 11.5 -1 Detailing Reference Section = 14.1 & 14.5 Cs calc. = 0.227 Section 12.8.1.1 (Eq. 12.8 -2) Cs max. = 0.704 Section 12.8.1.1 (Eq. 12.8 -3 & Eq. 12.8 -4) Cs min. = 0.010 Section 12.8.1.1 (Eq. 12.8 -5 & Eq. 12.8 -6) Cs use = 0.227 Section 12.8.1.1 (Eq. 12.8 -2 thru Eq. 12.8 -6) Vu design = 0.227 *W At strength level USD (Eq. 12.8 -1) V design = 0.159 *W Working (0.7 *E ) ASD Ev = 0.181 *D = + / -.2 Sds D (Eq. 12.4-4) - May be Zero for proportioning foundations. Diaphragms wp = The weight tributary to the diaphragm at that level Fpu calc. = 0.227 *wp (Eqs. 12.8 -2 thru 12.8 -6 above) Fpu min.= 0.181 *wp (min. Section 12.10.1.1) Fpu max.= 0.362 *wp (max. Section 12.10.1.1) Fpu design = 0.227 *wp USD Fp design = 0.159 *wp ASD (0.7 *USD) SHEET OF 4/6/07 SEISMIC 6/23/2008 EQ. ASCE7- 05Seismic.xls Category Importance Table 1 -1 pg.4 Factor Table 6 -1 II 1.00 III & IV 1.15 * ** Property of Engineers Northwest, Inc., Seattle - Use by others unlawful AMERICAN SOCIETY OF CIVIL ENGINEERS WIND LOADS PER ASCE 7 -05 Method 2 - Section 6.5.12.2.2 - Low -Rise Buildings INPUT CELLS = (Shaded) PROJECT NUMBER: 02- 116005 Figures, Tables & Equations PROJECT NAME: Starfire MLS Lounge LOCATION: Tukwila, WA DESIGN BY: Tucker PROGRAM LIMITATIONS: 14 The building height MUST .NOT exceed the length nor width (a rigid structure) 2.) The building MUST NOT exceed 60 feet in height 3.) The roof slope MUST NOT exceed 45 degrees. BUILDING AND BUILDING WIDTH, B = BUILDING LENGTH, L = BLDG. EAVE HEIGHT, he = BLDG. RIDGE HEIGHT, hr = ROOF SLOPE, s = IS ROOF A HIP OR GABLE? HEIGHT OF PARAPET, hp = WIND VELOCITY, v = SITE EXPOSURE = IMPORTANCE FACTOR, I = TOPOGRAPHIC FACTOR, Kzt = DIRECTIONALITY FACTOR, Kd = Building internal pressure condition = Zone 1 2 3 4 5 6 1E 2E 3E 4E 0.85 For this Kd you MUST use ASCE load combinations in Sec. 2.3 & 2.4 ENCLOSED Determines GCpi in Figure 6-5 * Note: - III = Public Assembly & /or Hazardous * ( See ASCE 7 Section 6.2 for definitions of Enclosure Classifications) Substance & IV = Essential Facility MEAN ROOF HEIGHT, hmr = DESIGN HEIGHT, hd = DESIGN HEIGHT, hd = Design height for (qh) = MAIN WIND -FORCE RESISTING SYSTEM (MWFRS) FROM ASCE 7 Figure 6 -5 ( Input From - "Building internal pressure condition" above) INTERNAL PRESSURE COEFFICIENTS - GCpi ENCLOSED = 0.18 -0.18 Kz = 0.7006 qh = 0.00256 Kz Kzt Kd V I (Eq. 6-15) qh = 11.01 psi EL.16.75 ft. Section 6.5.12.2.2 Low -Rise Buildings p = gh[(GCpf) - (GCpi)] (Eq. 6-18) Case A - Perpendicular to ridge Case B - Parallel to ridge GCpf 0.40 -0.69 - 0.37 -0.29 -0.45 -0.45 0.61 - 1.07 - 0.53 - 0.43 Load 4.41 psf -7.60 psf - 4.08 psf -3.19 psf -4.96 psf -4.96 psf 6.72 psf -11.79 psf -5.84 psf - 4.74 psf Windward Parapets = 16.52 psf Leeward Parapets = -11.01 psf a= 5.10 ft. 2a = 10.20 ft. ENGINEERS - NORTHWEST, INC.P.S. SHEET OF 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 SITE INFORMATION INPUT 51.00 ft. 90.00 ft. 16.75 ft. 18.00 ft. 0.25 inJft. Gable 18.00 ft. (EL 0 to T.O.W.) 85 mph ( 3 second gusts only I!!! ) B Section 6.5.6.3 1.00 See table to the right 1.00 Figure 6-4 & Eq. 6 -3 OUTPUT 17.38 ft. 18.00 ft. 18.00 ft. 16.75 ft. 2 3 4 5 6 1E 2E 3E 4E (PARALLEL TO RIDGE) (PERPENDICULAR TO RIDGE) Roof slope = 1.1935 degrees (WIND PERPENDICULAR TO RIDGE) (WIND PARALLEL TO RIDGE) Zone GCpf Load 1 0.40 4.41 psf -0.69 -0.37 -0.29 -0.45 -0.45 0.61 -1.07 -0.53 -0.43 1 -7.60 psf -4.08 psf -3.19 psf -4.96 psf -4.96 psf 6.72 psf -11.79 psf -5.84 psf -4.74 psf All references are to ASCE 7 -06 for Sections, Importance Factor - I L/B = 1.76 B/L = 0.57 hmr /B = 0.341 hmr /L = 0.193 5/24/07 Internal pressure = +/- 1.98 psf NOTE: - Internal pressure for the main frame cancels when Zones 1 & 4 and 1E & 4E are combined but adds or subtracts at Zones 2, 3, 2E and 3E that do not have directly opposing frame loads. 6/23/2008 ASCE7- 05WindMeth2.xls '•' Property of Engineers Northwest, Inc., Seattle - Use by others unlawful "' PROJECT NUMBER: 02- 116005 PROJECT NAME: Starfire MLS Lounge LOCATION: Tukwila, WA WIND LOADS PER ASCE 7-05 Method 2 - Section 6.5.12.2.2 - Low -Rise Buildings HEIGHT OF PARAPET, hp = 18.00 ft. BLDG. RIDGE HEIGHT, hr = 18.00 ft. BLDG. EAVE HEIGHT, he = 16.75 ft. MEAN ROOF HEIGHT, hmr = 17.38 ft. Distance diaphragm is below roof = Wall Support Elevation at Ridge = 17.65 ft. Wall Support Elevation at Eave = 16.40 ft. 2a = 10.20 ft. a = 5.10 ft. Loads to MWFRS Location Walls @ corners = Walls = Windward roof = Leeward roof = Windward roof= Leeward roof = Walls parallel to the wind = Windward Parapets = Leeward Parapets = ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Zones Loads 1E &4E 11.45psf 1 &4 7.60psf 2 -9.58 psf 3 -6.06 psf 2E -13.77 psf 3E -7.82 psf 5 & 6 0.00 psf All 16.52 psf All -11.01 psf Components & Cladding Joist depth @ MBS buildings For MWFRS Corner design load For Wall "Corner" design load MWFRS - Diaphpaqm loading parallel to the ridge Corner load (up to) 10.2 ft. from corners = 140 plf F- USE 90 plf 4- USE 4 Non-corner load (more than) 10.2 ft. from corners = MWFRS - Diaphpaqm loading perpendicular to the ridge Corner load (up to) 10.2 ft. from corners = 140 plf .4 USE Non-corner load (more than) 10.2 ft. from corners = 110 plf 4-- USE MWFRS - Roof Uplifts Roof uplift load up to 10.2 ft. from exterior walls = -13.8 psf 4- USE Roof uplift load more than 10.2 ft. from exterior walls = -9.6 psf 4 - USE Wall Design @ 91 sq.ft. trib. (Inward) = Wall Design @ 91 sq.ft. trib. (Outward) = Wall Design @ 91 sq.ft. trib. (Outward at Corners) = ALSO Create a separate load case with all horizontal zones equal to 10 psf and all vertical zones equal to 0. Check this load case as an independent case and do not combine with the load case at the left. 10.2 psf 4- USE -11.2 psf 4 USE -12.5 psf 4 USE Wall Design @ 25 sq.ft. trib. (Inward) = 11.2 psf 4 - USE Wall Design @ 25 sq.ft. trib. (Outward) = -12.2 psf f-- USE Wall Design @ 25 sq.ft. trib. (Outward at Corners) = -14.5 psf f USE Parapet only Design at Corners = 19.9 psf 4 USE Parapet only Design NOT at Corners = 19.4 psf 4 USE Roof overhang Or Canopy Roof Slope = Roof overhang Or Canopy Area = Roof overhang & canopies uplift (Zone 3) = -7.9 psf 4 USE Roof overhang & canopies uplift (Zone 2) = -10.9 psf f- USE Wall anchorage load at corners = Non-corner anchorage load 5.1 ft. from corners = Wall anchorage load at ridge = 140 plf t USE 130 plf f-- USE 110 plf 4- USE SHEET OF 5/11/08 2 6/23/2008 ASCE7 -05W indMeth2.xls PROJECT NUMBER: 02- 116005 PROJECT NAME: Starfire MLS Lounge LOCATION: Tukwila, WA Main Wind Force Resisting System - ASCE 7 -05 - Method 2 - Section 6.5.12.2.2 for Walls & Section 6.5.12.2.4 for Parapets Example :- Wind load perpendicular to roof ridge Note :- Total windward parapet pressure Is 16.52 psf Total leeward parapet pressure is -11.01 psf per Section 6.5.12.2.4 80 plf Wall load to Diaphragm 140 plf — Roof Elevation 16.750 ft. — -60 plf zoo — 16.396 ft. Parapet height 1.250 ft. — 6.72 psf Zone 1E Parapet height 1.250 ft. 4.41 psf Zone 1 Windward Wall ENGINEERS - NORTHWEST, INC.P.S. SHEET OF 6869 WOODLAWN AVE. N.E. (SUITE 205) 5/25/07 SEATTLE, WA. 98115 — 9.80 psf -6.28 psf Note :- Use for loads to Diaphragms ONLY, NOT for wall design loads Top of Parapet Elevation 18.00 ft. Within 10.2 feet of Corners 3 Top of Parapet Z --- Elevation 18.00 ft. Leeward Wall Windward Wall Leeward Wall More than 10.2 feet from Corners -4.74 psf Zone 4E 12.12 psf -7.82 psf 60 pif Wall load to Diaphragm 110 pif — Roof Elevation 16.750 ft. — -50 pif — 16.396 ft. -3.19 psf Zone 4 6/23/2008 ASC E7- 05WindMeth2.xls SECTION DESIGNATION: 6005162 -43 Single INPUT PROPERTIES: Web Height = 6.000 in Top Flange = 1.625 in Bottom Flange = 1.625 in Stiffening Lip = 0.500 in Punchout Width = 1.500 in INPUT PARAMETERS Roof Slope 0:12 Bridging Interval for Uplift: NONE Inward Loads Dead Load = 10.0 psf Live Load = 25.0 psf Outward Loads (Uplift) Resisting DL = 10.0 psf Wind Load = 15.0 psf 12.0 in 16.0 in 24.0 in 17' 8" 13' 3" 1996 AISI Specification ASD DATE: 6/16/2008 Starfire Sports MLS Storage ALLOWABLE RAFTER SPANS Dead Load Deflection Limit = L/240 Total Load Deflection Limit = L/180 Wind Load not modified for deflection calculations Bearing Lengths for Web Crippling: 1.0 in Shear and Web Crippling Capacity Based on Unpunched Web ALLOWABLE RAFTER SPANS - Horizontal Projection RAFTER Inward Outward SPACING Loads Loads Steel Thickness = 0.0451 in Inside Corner Radius = 0.0712 in Yield Stress, Fy = 33.0 ksi Fy With Cold -Work, Fya = 36.3 ksi Punchout Length = 4.000 in DL Multiplied by 1.00 for Strength Checks LL Multiplied by 1.00 for Strength Checks DL Multiplied by 1.00 for Strength Checks WL Multiplied by 1.00 for Strength Checks 17' 3" 15' 11" 14' 4" ( 24'�l� shed a:,+ INPUT PROPERTIES: Web Height = 12.000 in Top Flange = 1.625 in Bottom Flange = 1.825 in Stiffening Lip = 0.500 in Punchout Width = 1.500 in INPUT PARAMETERS Roof Slope 0:12 Bridging Interval for Uplift: MID Pt Inward Loads Dead Load = 10.0 psf Live Load = 25.0 psf Outward Loads (Uplift) Resisting DL = 10.0 psf Wind Load = 15.0 psf Starfire Sports MLS Lounge Rafter SECTION DESIGNATION: 12005162 -97 Single Dead Load Deflection Limit = 11240 Total Load Deflection Limit = L/240 Wind Load not modified for deflection calculations Bearing Lengths for Web Crippling: 1.0 in Shear and Web Crippling Capacity Based on Unpunched Web ALLOWABLE RAFTER SPANS - Horizontal Projection RAFTER SPACING 12.0 in 16.0 in 24.0 in Inward Loads 36' 11" 33' 7" 1996 AISI Specification ASD DATE: 6/16/2008 Steel Thickness = 0.1017 in Inside Corner Radius = 0.1525 in Yield Stress, Fy = 50.0 ksi Fy With Cold -Work, Fya = 59.2 ksi Punchout Length = 4.000 in ALLOWABLE RAFTER SPANS DL Multiplied by 1.00 for Strength Checks LL Multiplied by 1.00 for Strength Checks DL Multiplied by 1.00 for Strength Checks WL Multiplied by 1.00 for Strength Checks Outward Loads 38' 8" 35' 7" 31' 9" 12y15 /8k IZ Gi4 le aua‘r e ,.." +flak i0e0 SECTION DESIGNATION: 1200S250 -97 Single INPUT PROPERTIES: Web Height = 12.000 in Top Flange = 2.500 in Bottom Flange = 2.500 in Stiffening Lip = 0.625 in Punchout Width = 1.500 in INPUT PARAMETERS Roof Slope 0:12 Bridging Interval for Uplift: MID Pt Inward Loads Dead Load = 10.0 psf Live Load = 25.0 psf Outward Loads (Uplift) Resisting DL = 10.0 psf Wind Load = 15.0 psf 1996 AISI Specification ASD DATE: 6/16/2008 Starfire Sports MLS Lounge Rafter ALLOWABLE RAFTER SPANS Dead Load Deflection Limit = 1../240 Total Load Deflection Limit = U240 Wind Load not modified for deflection calculations Bearing Lengths for Web Crippling: 1.0 in Shear and Web Crippling Capacity Based on Unpunched Web ALLOWABLE RAFTER SPANS - Horizontal Projection RAFTER SPACING Inward Loads 12.0 in 39'11" 50'7" 16.0 in 36' 3" 46' 8" 24.0 in 1'8" 41'9" Steel Thickness = 0.1017 Inside Corner Radius = 0.1525 Yield Stress, Fy = 50.0 Fy With Cold -Work, Fya = 56.2 Punchout Length = 4.000 in in ksi ksi in DL Multiplied by 1.00 for Strength Checks LL Multiplied by 1.00 for Strength Checks DL Multiplied by 1.00 for Strength Checks WL Multiplied by 1.00 for Strength Checks Outward Loads PA L 044. tor- e ,2A-`\=4b.- SECTION DESIGNATION: 6005162 -54 Single INPUT PROPERTIES: Web Height = 6.000 in Top Flange = 1.625 in Bottom Flange = 1.625 in Stiffening Lip = 0.500 in Punchout Width = 1.500 in INPUT PARAMETERS Overall Wall Height = 17.0 Lateral Load = 15.0 psf Lateral Load Multiplied by 1.00 for interaction checks Listed Allowable Axial Load multiplied by 1.00 for interaction checks Lateral load not modified for deflection calculations Studs Considered Fully Braced for Bending ALLOWABLE LOADS (lb) BRACING NONE MID Pt THIRD Pt SHEATH 2 SIDES DEFLECTION 1996 AISI Specification ASD DATE: 6/23/2008 Starfire Bearing Walls COMBINED AXIAL AND BENDING LOADS 12 in 395 1366 2526 2614 L/611 Steel Thickness = 0.0566 in Inside Corner Radius = 0.0849 in Yield Stress, Fy = 50.0 ksi Fy With Cold -Work, Fya = 50.0 ksi Punchout Length = 4.000 in SPACING 16 in 353 1211 2212 2286 U458 24 in 271 912 1635 U305 (0d can t Otemd 4 V � lv Maximum KUr 358 179 119 90 D ENW PROJECT # SUBJECT done 146Y kt#1 04 it ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS Qil 6169 WOODLAwN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAx (206) 522 -6698 PROJECT 1 (�1 DATE 1 . 1 1) -(i v v _ , -- r I 1 A n l� \yA �ISIn - is bask � u■QS t �� t\1'ewiva a yr zI1 lige(2-) 2 '0S(o6(30) O ( 40) / t 2' a /11, � ► 09(r �— SHEET OF BY 7tc r Lw w efe` 14S5 � �� w ;IQ e ra - 3 //6 WEB !O x p 2: FL6S. RAFTER FLoo ai• /8 l8' ! x FL6S 3 /8 " WEB �2 . • 3 % STEEL Y I0 36" Lk 44 36'- O 3" ■ 93 36 l86.6 "% ST£FL CRoss SECTloN @ q ho 93-3 9z-'o" NOTE 1" CoNn#. PLATES ,yr 1t/ /5 /Goa OAJL7 - sEE CdNIJ. Des/ ad 36 1. SxtFIGS. �I(o WEB 40 v et6 t okutz.1 ,,, tA:keid KLarewitsoatti I t 18' 8"/ 6 I2 't / = 3' 8= a 2 tt � a m I" 0 Pa 5-7 5 3 X /9 - ,Toe. No. 0805 20801 3 LL j W63REV/S 8 - 03 Z1 RFv. F c f ,mss s -°6-03 0803- 203,01 ,3 JOB NO JOB TITLE 5L:- o i ComST. / SrArQ Fab StbATS QUOTE NO cc ) L. ESCRIPTION DESIGNED EPIC o [/G g CHK'D BY DATE 5 -0 SHEET NO. — IS3 1 I I - 1 • / 1 @ L I A)Es 9 /0 C OM/ ) 1.17 - e - LvP4 L0A-0 DATA Lo is _ ¢� - 7 K, Co�c. iLo�� Ar,L�,� -Tos x3a, - 0:2 , ... __ . . ..... ...... � 000 (� Jr /r AT /JLD�i. 4 - � o x 30 - y0.2 /o.!k .. .' $ CAtJoP i o, 009 x30`. 9.25' = AL Al.G ONY F L ✓E LoA-1) _ = is .30 = CA>,Ja�'V RooF, CZ: = 0, - 025 x.3 - c. x 9f 2$. •i 1. - - - -� ---- L±ir^!o ►�{iA -Rp' _ - Imo° _ k x o' 1�1 ' K i t - E , F w , A q * o, $ 2 T / 5 f 5f t i l t . 0 1 _ ' l ' 1 .1, x.._ t._._' ' 1 ' L.':, ci i4D))171 ei 4 -1,-4 -L l s: x -69 , 4.‘,- _.,A i2 1 ,6 _ .; L.fi F ; , , ,,,,, t . : A L 11 G:b4 05-id a t : Ap . I o 4 "carm7S) T i'I.,ft d St tK _ vi T C _. . l FDL 4'8 +` + K 8ALCan1Y._ B: P= ) 17.55 m -- l , !$x 9 . 1 . 5• A t 8 » 6: KFr, : FLoo L / ✓E LoAc) = 100 75 wV rRi8urfikY ARe Rc Dac77oN A R ' x 30' = 9oo Y'' 0.03 R - / °) - o, 08 (900 - Z5o� = 60 se 40 4A)(. i = x6- 0,4)x30 1 Bo %F-r. P 0. /ay' 30 X9. 5= 29,25 MoM= o.lvx3ox9.7 5 1 2,6 ►c r. SEL SEPAkn rE S /si►►ic CAL. cs fad SElsMic LOADS Zogo/ 3 JOB NO JOB TITLE cC/1 COf\) C0 J s f . /ST RFIA6 SPoR DESCRIPTION CL OC/Gr/ DESIGNED BY CHK'D BY F 6RACI ,JG= Lon/ GI NAL IA/),a) onl CAN y, /, 0.0143 x3 x 1,0)(3;(1,3:: 0.5 ON /3LDG ,2..4- 2= x1.3= 1.2" � 0,0143x 2 2 p 0, 0143 x 1 2 — x 20 l3 = 2 ,4 ' PH , x /- 37 x2 ? x / 1,3�- o.S x3310 .0 0, 3 T= 1.7 x 36.1 _ 2,1 2 30 T3 = 4.1 x 3 30 6.1 = 5, 0 k l< cA,•0PY 232Ac6s 0,3" 4-4 20' 20' 8 QUOTE NO DATE 7 "/ - 03 /L 9/03 S C 15/ 1 1 / C - RooF DL: cAl PST= 0,009x6 =, 0,86k Bcoc. /boo) P = o,'vog x 40 0,19 = 4,28 T = (©.sa 1, x 36. J \ k 30 JJ �- s3 = 0.86 4.4, 28 (V - / q SHEET NO 11 9 —� 1)5C 3 4"4 R0ps (4LLok/.= 8.4 kl BLDG, RooF /Y1AY 6, 2 —� usE 4 120oS A tcoa, = 8,4)t) JOB TITLE SoA. CON Cori sr. /STARf),E SPA r DESCRIPTION 8L D6, '' "B I ll C i iJG q O JOB NO �o QUOTE NO CGOaar/ DESIGNED BY CHK'D BY DATE 74 4- °3 ,L9/03 Design Thk.: 16 ga= 0.059, 15 ga= 0.065, 14 ga= 0.070, 13 ga= 0.085, 12 ga= 0.10 MIDWEST METALLIC PAGE 1 * ** PURLIN DESIGN * ** * ** GEOMETRIC DATA * ** BAY SPACING (FEET) :30.01,30.01 INSET LEFT (FEET) .010 INSET RIGHT (FEET) .010 PURLIN EXTN LEFT (FT.): .00000 PURLIN EXTN RIGHT (FT.) .00000 ROOF SLOPE : .500/12 HORIZONTAL SPACING (FT.): 5.00000 PURLIN DEPTH (INCH) :10.00 TOP FLANGE BRACED AT 5.00 FEET BOTTOM FLANGE BRACED AT 5.00 FEET * ** DESIGN CRITERIA * ** DEAD LOAD (PSF) 2.50 LIVE LOAD (PSF): 30.00 WIND VELOCITY PRESSURE (q): 14.300 PSF SPECIAL WIND COEFF.: -1.00 MAX. COMBINED SHEAR AND BENDING UNITY CHECK :1.000 MAX. SHEAR OR BENDING UNITY CHECK :1.000 MAX. DEFLECTION LIMIT PER SPAN : L /180. * ** LOADING COMBINATION * ** 1. DL +LL 2. DL +WL * ** CRITICAL ROW SUMMARY * ** JOB NUMBER : 208013F ( ANALYSIS ONLY ) ,Q zoo. � � Z� F LINE 8 To SPAN ANALYSIS LAP SIZE OF LAP WIND DL + WL DL + LL LENGTH LEFT SECTION RIGHT COEF (KLF) (KLF) 1 .0100 .0000 10Z12 .0000 - 1.0000 -.0591 .1624 2 30.0000 .0000 10Z12 2.4791 - 1.0000 -.0591 .1624 3 30.0000 2.4791 10212 .0000 - 1.0000 -.0591 .1624 4 .0100 .0000 10212 .0000 - 1.0000 -.0591 .1624 paltNINKL 12-01x * ** FLANGE BRACE INFORMATION * ** SPAN NOLENGTH OUTSIDE INSIDE SPAN NO (FT.) BRACES BRACES 1 .010 1 @.0100 1 @.0100 2 30.000 5 @5.0 5 @5.0 3 30.000 505.0 505.0 4 .010 10.0100 10.0100 M to JOB NAME: 208013F LOADING COMBINATION -- DL +LL * ** PURLIN DESIGN * ** SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES UNITY CHECKS ! DEFL SHEAR BEND COMB! -L /- !LS! .00! 1.09! 12.46 10.27 .11 .00 .01! !LL! .00! .00! .00 .00 .00 .00 .00! 1!FM! .00! .00! .00 .00 .00 .00 .00! !RL! .00! .00! .00 .00 .00 .00 .00! !RS! .02! 1.09! 13.04 10.27 .11 .00 .01! ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L /- !LS! .02! 1.83! 13.04 10.27 .18 .00 .03! !LL! .00! .00! .00 .00 .00 .00 .00! 2!FM! 10.28! .00! 11.85 10.27 .00 .87 .87! 208 !RL!- 11.22! -2.64! 13.04 10.27 .26 .86 .81! !RS!- 18.28! -3.05! 26.09 20.53 .15 .70 .51! ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L /- !LS!- 18.28! 3.05! 26.09 20.53 .15 .70 .51! !LL!- 11.23! 2.64! 12.98 10.27 .26 .86 .81! 3!FM! 10.27! .00! 11.85 10.27 .00 .87 .87! 208 !RL! .00! .00! .00 .00 .00 .00 .00! !RS! .00! -1.83! 11.85 10.27 .18 .00 .03! ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L /- !LS! .00! -.03! 12.46 10.27 .00 .00 .00! !LL! .00! .00! .00 .00 .00 .00 .00! 4!FM! .00! .00! .00 .00 .00 .00 .00! 0 !RL! .00! .00! .00 .00 .00 .00 .00! !RS! .00! .00! .00 .00 .00 .00 .00! PAGE 2 UNITY CHECKS ! DEFL UNITY CHECKS ! DEFL UNITY CHECKS ! DEFL -1 M • "• * ** PURLIN DESIGN * ** JOB NAME: 208013F PAGE 3 LOADING COMBINATION -- DL +WL SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L /- !LS! .00! -.28! 16.61 13.69 .02 .00 .00! !LL! .00! .00! .00 .00 .00 .00 .00! .-2 1!FM! .00! .00! .00 .00 .00 .00 .00! 0 !RL! .00! .00! .00 .00 .00 .00 .00! !RS! -.01! -.28! 17.39 13.69 .02 .00 .00! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! - / - !LS! -.01! -.66! 17.39 13.69 .05 .00 .00! !LL! .00! .00! .00 .00 .00 .00 .00! 2!FM! -3.74! .00! 15.80 13.69 .00 .24 .00! 573 !RL! 4.08! .96! 17.39 13.69 .07 .23 .06! !RS! 6.65! 1.11! 34.78 27.38 .05 .19 .04! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES UNITY CHECKS ! DEFL UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L /- !LS! 6.65! -1.11! 34.78 27.38 .05 .19 .04! !LL! 4.08! -.96! 15.80 13.69 .07 .26 .07! 3!FM! -3.74! .00! 15.80 13.69 .00 .24 .00! 574 !RL! .00! .00! .00 .00 .00 .00 .00! !RS! .00! .66! 17.31 13.69 .05 .00 .00! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L /- !LS! .00! -.07! 16.61 13.69 .00 .00 .00! !LL! .00! .00! .00 .00 .00 .00 .00! 4!FM! .00! .00! .00 .00 .00 .00 .00! 0 !RL! .00! .00! .00 .00 .00 .00 .00! !RS! .00! .00! .00 .00 .00 .00 .00! BAINBRIDGE ARCHITECTS C O L L A B O R A T I V E 255 Ericksen Avenue NE BAINBRIDGE ISLAND, WASHINGTON 981 10 VOICE 206.842.2011 fAx 206.842.9386 FELE COPY August 29, 2008MIR NOR — (Revised September 3, 200$ -, Revisrotis tSnd'erliried)"'TT V`L.' F� Project Name: Starfire Sports Permit Reference: D08 -343 Re: Correction letter #1 Tukwila Building Division David Larson, Senior Plan Examiner Dear Mr. Larson: Page 1 of 2 EVISII N CODE COMPLIANCE AP A VVD SEP 16 2008 Below are the responses to the correction letter that you sent on August 26, 2008. 1. "The soils report provided, done in 2003, was for a different area of the site. You will need to provide a report specific to this project or have this report amended by the Geotechnical firm to include the area of construction. Foundation details will need to be based on revised soils report and recommendations." Response: Attached is a letter from the Geotechnical Consultant clarifying the soils report and certifying the design based on the report. 2. "The exterior retaining wall that is existing along grid 11 is not shown as- built. I could not find footing size and rebar placement. Please show justification for use of this wall as a supporting foundation." Response: Attached is the original detail from the approved permit set showing the structural reinforcement, footing size and rebar placement as justification for use of this wall as a supporting foundation. 3. `The split insulation detail for the roof assembly may pose some concerns. The vapor barrier is supposed to be against the warm side in winter. An exception in the State Energy code allows no more than 1/3 of the total insulation between the vapor barrier and the warm face side of the assembly. UL 263 design P265 requires 6 inches of insulation on top of the T -bar. You show minimum R -11 which will not be thick enough for the P265 design. A concern is that the additional moisture load from showers and hydro- therapy tubs could create problems in the dead air space above the suspended ceiling. Please comment on these concerns." Response: Drawings were revised to simplify the insulation and fire rating details for this space. Instead of providing two different fire rating systems for the suspended ceiling and for the hard lid ceiling, the entire roof system will be protected with two (2) layers of gypsum wallboard per Intertek Testing Services one -hour assembly certification.(See attached letter.) Insulation is placed entirely at the roof. 4. "UL 263 design 265 shows a wire mesh under the upper level of insulation. This wire mesh is to be draped over the purlins. This may be difficult on the existing portion of project unless the mesh was installed when originally constructed. All required details of a chosen assembly will need to be shown on the plans as in this case, the proposed design may not be feasible. Please note that the latest RECEIVE 1)0 SEP 0 4 2008 ` ,� '1 3 PERMIT CENTEb directory available to me is the 2003. If design 265 has changed in a later edition, provide those details for review." Response: See response to Item #3. 5. "Please provide the proposed one hour fire assembly for the hard lid areas of the project." Response: See response to Item #3. 6. "Hall #102 appears to be the main means of egress from the lounge area. This hall also serves additional occupants from other areas. Additional emergency light fixtures will be needed along the path connecting doors 100 and 101 to meet the intensity requirements of section 1006.4 IBC. One emergency light will be needed on the exterior side of these two doors as well per section 1006.3 item 5 IBC." Response: Drawings have been changed to show additional emergency lighting at the Hall #102 and at the exit doors. Page 2 of 2 Post -It°' Fax Note 7671 Da . To 80 a-70Z From / Av Colbept. X94 CO. A't/ e' i Phone A P°°°°11240 2., 2. �i p ` .: 1 ' / , , J Pdx P2D(b_a.ag'x14 '1t3t. Fax V?. VJ. 4. na.0 a V r evu v,.Ju an nail a 1-ciii DEC 57 '92 05:46PM GYPSUM ASSOCIATION Mr. Robert A. Wessel GYPSUM ASSOCIATION 810 First Street NE, #510 Washington, DC 20002 August 6, 1998 Dear Mr. Wessel: Upon review of your request and available fire test data for ceiling assemblies we conclude that a double layer of 5/8 inch thick type X gypsum board, applied to wood or metal ceiling framing; including joists, trusses, furring strips, or resilient or rigid furring channels; spaced'not more than 24 inches on center would provide a one hour fire- resistance rating when the gypsum board is applied and attached as described below. Wood framing, furring, of bottom chords of engineered wood members should be not less than nominal 2 x 2 inches nominal. Metal framing or furring should have a minimum face dimension of 1-1/4 inch and be of sufficient depth to support the ceiling. The gypsum board may be either directly attached to framing or attached to framing or furring that is suspended below the main structural frame. The base layer of 5/8 inch thick type X gypsum board is applied at right angles to the framing and attached with 1 inch Type S drywall screws (for metal framing) or 1 -1/4 inch Type W or S drywall screws (for wood framing) spaced 24 inches on center. The face layer of 5/8 inch thick type X gypsum board is applied at right angles to framing and attached with 1 -5/8 inch Type S drywall screws (for metal framing) or 1 -7/8 inch Type W or S drywall screws (for wood framing) 12 inches on center at end joints and intermediate joists and 1 -1/2 inch Type G drywall screws 12 inches on center placed 2 inches back on either side of end joints. Joints of the face layer are offset 24 inches from the joints of the base layer. If there are any, questions or if we can be of further assistance, feel free to give us a call. Thank you for the opportunity to be of service. Best regards, INTER.TEK TESTING SERVICES W • ; , C1; HER rge E. r eyer, P.E Senior Technical Director K,1groupskacorge \5ypa!oc Intertek Testing Services Intertek Testing Services NA Inc. 530 Garcia AvOnuo. Pittsburg, CA 94565 'telephone 610.4324744 Fax 510.432.3576 Name Page www.worTdiab. om x;25 P.1 /1 Wjvvi, vvi N. Wr WALL & CEILING BUREAU 1032.A N. E. 65th Street NOW 524.4243 FAX 524.4136 Seattle, WA 98115 Waved, Kawr 11/25/2008 Julie Hoyle Lowe, General Manager STARFIRE SPORTS 14800 Starfire Way Tukwila WA 98188 RE: Construction Impacts on Sycamore Tree Dear Ms. Lowe: Greenforest Incorporated Consulting Arbor st REVISION NO. _ ' You contacted me and contracted my services as a consulting arborist. Remodeling at your Tukwila site will require soil excavation within the dripline of a large sycamore tree (Platanus acerifolia). City of Tukwila requests an arborist report addressing if there will be any impacts on the tree, including recommendations to prevent and reduce impacts to the tree and its root system. I met with you on site today and inspected the subject tree. The sycamore tree has a trunk diameter of 26 inches (DBH). The tree appears normal and healthy. It stands 12.25 feet north of the proposed construction. The attached site plan shows the tree in relation to the proposed construction. Summary: The proposed soil excavation will have no negative effect on the tree 's health or structure. Pruning is recommended to remove low limbs from the work area. The rootplate- of a tree is a structural feature comprised of roots and soil equal in mass to that of the aboveground portion of the tree. It is disk - shaped, and in the event of windthrow, this disk rotates. Disturbance or encroachment into the rootplate can cause whole -tree failure. Based on the trunk diameter of this tree (26 "), the rootplate is 6.2 feet in radius, which is about half the distance from the tree to the proposed addition. Excavation at this distance from the tree will have no negative impact on the tree. It is important, however, to protect the remaining root system from injury during construction. I recommend the following actions to prevent and reduce impacts to the tree and its root system. CORR LTR# ' Coder, Kim, Ph. D. Tree Biomechanics Publication. Warnell School of Forest Resources. University R If .i r:, gia• CIT NOV 2.6 2008 4547 South Lucile Street, Seattle, WA 98118 PERMIT CENTER Tel. 206 - 723 -0656 Julie Hoyle Lowe, General Manager - STARFIRE SPORTS RE: Construction Impacts on Sycamore Tree 11/25/2008 Page 2 of 3 1. Limit soil excavation to 1 -foot beyond the footprint of the proposed addition. 2. Install protective fencing as shown on the attached site plan. 3. Soil disturbance, foot traffic and materials storage is prohibited within the protected area. 4. Prune low limbs to create work clearance. Sincerely, GreenForest, Inc. y Favero G enfor t, M. ( ASCA Registered Consulting Arborist #379 ISA Certified Arborist # PN -0143A Attachment: 1. Assumptions 2. Site Plan Assumptions & Limiting Conditions • 1) A field examination of the site was made 11/25/2008. My observations and conclusions are as of that date. 2) Unless stated other wise: 1) information contained in this report covers only those trees that were examined and reflects the condition of those trees at the time of inspection; 3) Construction activities can significantly affect the condition of retained trees. All retained trees should be inspected after construction is completed, and then inspected regularly as part of routine maintenance. 4) Sketches, drawings and photographs in this report, being intended as visual aids, are not necessarily to scale and should not be construed as engineering or architectural report of surveys unless expressed otherwise. 5) This report and any values /opinions expressed herein represent the opinion of the consultant/appraiser, and the consultant's /appraiser's fee is in no way contingent upon the reporting of a specified value, a stipulated result, the occurrence of a subsequent event, nor upon any finding to be reported. Greenforest Registered Consulting Arborist Julie Hoyle Lowe, General Manager - STARFIRE SPORTS RE: Construction Impacts on Sycamore Tree 11/25/2008 Page 3 of 3 Attachment: Site Plan gozip l - ■ • • ci'fl SIdawlk 55tem cr ' v r IBM I- 1' II 1 I 1 »ti f ' CQ tKt /u 1o4yo�d Greenforest i r C Registered Consulting Arborist BAINBRIDGE ARCHITECTS C O L L A B O R A T I V E 255 Ericksen Avenue NE BAMBRIDGE ISLAND. WASHINGTON 98110 volcE: 206.842.2011 FAX: 206.842.9386 August 29, 2008 Project Name: Starfire Sports Permit Reference: D08 -343 Re: Correction letter #1 Tukwila Building Division David Larson, Senior Plan Examiner Dear Mr. Larson: Below are the responses to the correction letter that you sent on August 26, 2008. CIYY OF TUILA AUG 2 9 2008 PERMIT CENTER 1. "The soils report provided, done in 2003, was for a different area of the site. You will need to provide a report specific to this project or have this report amended by the Geotechnical firm to include the area of construction. Foundation details will need to be based on revised soils report and recommendations." Response: Attached is a letter from the Geotechnical Consultant clarifying the soils report and certifying the design based on the report. 2. "The exterior retaining wall that is existing along grid 11 is not shown as- built. I could not find footing size and rebar placement. Please show justification for use of this wall as a supporting foundation." Response: Attached is the original detail from the approved permit set showing the structural reinforcement, footing size and rebar placement as justification for use of this wall as a supporting foundation. 3. "The split insulation detail for the roof assembly may pose some concerns. The vapor barrier is supposed to be against the warm side in winter. An exception in the State Energy code allows no more than 1/3 of the total insulation between the vapor barrier and the warm face side of the assembly. UL 263 design P265 requires 6 inches of insulation on top of the T -bar. You show minimum R -11 which will not be thick enough for the P265 design. A concern is that the additional moisture load from showers and hydro- therapy tubs could create problems in the dead air space above the suspended ceiling. Please comment on these concerns." Response: Drawings were revised to simplify the insulation and fire rating details for this space. Instead of providing two different fire rating systems for the suspended ceiling and for the hard lid ceiling, the entire roof system will be protected with two (2) layers of gypsum wallboard per GA File No. BM 1137, UL L524. Insulation is placed entirely at the roof. 4. "UL 263 design 265 shows a wire mesh under the upper level of insulation. This wire mesh is to be draped over the purlins. This may be difficult on the existing portion of project unless the mesh was installed when originally constructed. All required details of a chosen assembly will need to be shown on the plans as in this case, the proposed design may not be feasible. Please note that the latest edition of the UL directory available to me is the 2003. If design 265 has changed in a later edition, provide those details for review." Page 1 of 2 • Response: See response to Item #3. • 5. "Please provide the proposed one hour fire assembly for the hard lid areas of the project." Response: See response to Item #3. 6. "Hall #102 appears to be the main means of egress from the lounge area. This hall also serves additional occupants from other areas. Additional emergency light fixtures will be needed along the path connecting doors 100 and 101 to meet the intensity requirements of section 1006.4 IBC. One emergency light will be needed on the exterior side of these two doors as well per section 1006.3 item 5 IBC." Response: Drawings have been changed to show additional emergency lighting at the Ha0102 and at the exit doors. February 27, 2009 Brooke Boone 31632 — 102 Avenue NE Auburn, WA 98092 Dear Mr. Boone, • Cizy of f 7'ZZkW1jcZ Department of Community Development Jack Pace, Director RE: CORRECTION LETTER #1 to REVISION #4 Development Application Number D08 -343 Starfire Sports —14800 Starfire Way 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: Dave Larson at 206 - 431 -3678 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) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. 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, e & c tLQ Bill Rambo Permit Technician encl File No. D08 -343 P:\Permit Center\Correction Letters \2008\DO8 -343 Corr Ltr #1 - Rev #4.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: February 24, 2009 Project Name: Starfire Sports Permit #: D08 -343 Plan Review: Dave Larson, Senior Plans Examiner 2. Please revise site plan to show these entry canopies. Tukwila Building Division Dave Larson, Senior Plan Examiner - I 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. On details 3 and 7 of page A6.02 a note was added that says BOLTED CONNECTIONS PER STRUCT. We did not get these structural plans. Please provide them. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. November 24, 2008 Brooke Boone 31632 — 102 Avenue NE Auburn, WA 98092 RE: CORRECTION LETTER #2 to REVISION #2 Development Application Number D08 -343 Starfire Sports —14800 Starfire Way Dear Mr. Boone: 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 Planning Department. At this time the Building, Fire, and Public Works Departments have no comments. Planning Department: Brandon Miles at 206 -431 -3684 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) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. 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, Zetj Bill Rambo Permit Technician encl File No. D08 -343 • City of Tukwila Department of Community Development P:\Permit Center\Cor ection Letters\2008\DO8 -343 Corr Ltr #2 - Rev #2.DOC jem Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 m Tukwila, Washington 98188 • Phone: 206 - 431 -3670 o Fax: 206- 431 -3665 DATE: CONTACT: RE: ADDRESS: ZONING: PLANNING DIVISION COMMENTS November 26, 2008 Brooke Boone D08 -343, Conditions 14800 Starfire Way LDR with PRO The Planning Division of DCD has reviewed the above permit application. The application as submitted is approved subject to the following conditions which are intended to preserve and protect the large sycamore tree near the project site. 1. Soil excavation shall be limited to one foot beyond the footprint of the proposed addition. 2. Install protective fencing around the sycamore tree as indicated on the site plan prepared by Greenforest Incorporated dated November 25, 2008. Once the fencing is installed contact Brandon Miles at (206) 431 -3684 or via email at bmiles@ci.tukwila.wa.us for an inspection. You must provide at least one business day notice. 3. No construction activities or storage of materials is permitted within the protected, fenced area. 4. Pruning of low branches of the tree is permitted provided pruning is supervised by an individual certified by the International Society of Arboriculture. DATE: CONTACT: RE: ADDRESS: ZON I NG: November 24, 2008 Brooke Boone D08 -343, Revised 14800 Starfire Way LDR with PRO PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. 1. On October 31, 2008 planning staff noted the following "Provided an update site plan (Sheet A1.02) which shows the proposed expansion ". Staffs concerns regarding the need for the site plan were the location of large maple trees around the building addition. Planning staff assumed that the revised site plan would be the same as the approved site plan with the exception of showing the new addition. The original site plan showed the location of trees near the project area. The tree locations were not shown on the site plan provided to the City on November 13, 2008. 2. Submit a report from an arborist detailing what impacts the proposed addition will have on the maple tree located directly northwest of the proposed addition. The report should include what construction techniques will be used to minimize impacts to the trees roots, including monitoring by the arborist. November 4, 2008 Brooke Boone 31632 — 102 Avenue NE Auburn, WA 98092 RE: CORRECTION LETTER #1 to REVISION #2 Development Application Number D08 -343 Starfire Sports —14800 Starfire Way Dear Mr. Boone: 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 Planning Department. At this time the Building, Fire, and Public Works Departments have no comments. Planning Department: Brandon Miles at 206 -431 -3684 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) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenmer service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, encl File No. D08 -343 rshall ician • Ciy of Tukwila Department of Community Development Jack Pace, Director P:\Pemrit Center\Cotrection Letter;\2008\D08 -343 Corr Ltr #1 - Rev #2.DOC jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: CONTACT: RE: ADDRESS: ZONING: October 31, 2008 Brooke Boone D08 -343 14800 Starfire Way LDR with PRO PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. 1. Provided an update site plan (Sheet A1.02) which shows the proposed expansion. August 27, 2008 Brooke Boone 31632 — 102 " Avenue NE Auburn, WA 98092 RE: CORRECTION LETTER #1 Development Application Number D08 -343 Starfire Sports —14800 Starfire Way Dear Ms. Boone: 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: Dave Larson at 206 -431 -3678 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) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. 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, 414,4_ Brenda Holt Permit Coordinator encl File No. D08 -343 • P;\Pennit Cen ter \Correction Letters\2008\D08 -343 Correction Ltr #1.DOC wer itjisf Department of Community Development r Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 • Phone: 206 -431 -3670 a Fax: 206 - 431 -3665 Building Division Review Memo Date: August 26, 2008 Project Name: Starfire Sports Permit #: D08 -343 Plan Review: Dave Larson, Senior Plans Examiner • Tukwila Building Division Dave Larson, Senior Plan 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 1 1x17 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 The soils report provided, done in 2003, was for a different area of the site. You will need to provide a report specific to this project or have this report amended by the Geotechnical firm to include the area of construction. Foundation details will need to be based on revised soils report and recommendations. 2. The exterior retaining wall that is existing along grid 11 is not shown as- built. I could not find footing size and rebar placement. Please show justification for use of this wall as a supporting foundation. 3. The split insulation detail for the roof assembly may pose some concerns. The vapor barrier is supposed to be against the warm side in winter. An exception in the State Energy code allows no more than 1/3 of the total insulation between the vapor barrier and the warm face side of the assembly. UL 263 design P265 requires 6 inches of insulation on top of the T- bar. You show minimum R -11 which will not be thick enough for the P265 design. A concern is that the additional moisture load from showers and hydro- therapy tubs could create problems in the dead air space above the suspended ceiling. Please comment on these concerns. 4. UL 263 design 265 shows a wire mesh under the upper level of insulation. This wire mesh is to be draped over the purlins. This may be difficult on the existing portion of project unless the mesh was installed when originally constructed. All required details of a chosen assembly will need to be shown on the plans as in this case, the proposed design may not be feasible. Please note that the latest edition of the UL directory available to me is the 2003. If design 265 has changed in a later edition, provide those details for review. 5. Please provide the proposed one hour fire assembly for the hard lid areas of the project. 6. Hall #102 appears to be the main means of egress from the lounge area. This hall also serves additional occupants from other areas. Additional emergency light fixtures will be needed along the path connecting doors 100 and 101 to meet the intensity requirements of section • 1006.4 IBC. One emergency light will be needed on the exterior side of these two doors as well per section 1006.3 item 5 IBC. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. July 2, 2008 Brooke Boone 31632 102 Av NE Auburn WA 98092 Sincerely, Enclosures File: D08 -343 • • Cizy of Tukwila RE: Letter of Incomplete Application # 1 Development Permit Application D08 -343 Starfire Sports — 14800 Starfire Wy Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Dear Ms. Boone, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on June 24, 2008 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the following comments. 1. Please provide a lighting summary form and building envelope energy compliance form (WSEC 2006). Please address the comment above 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. Revisions must be made in person and will not be accepted through the mail or by a messenzer service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. P:\Permit Center\Incomplete Letters\2008\D08 -343 Incomplete Ltr #1.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • PEW( c COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -343 DATE: 02 -27 -09 PROJECT NAME: STARFIRE SPORTS SITE ADDRESS: 14800 STARFIRE WAY Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 X Revision # 4 After Permit Issued DEPART ENTS. uilding Division Public Works n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Please Route Documents /routing slip.doc 2 -28 -02 TUES/THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Incomplete Structural Review Required n Planning Division Permit Coordinator DUE DATE: 03 -02 -09 Comments: No further Review Required DATE: DATE: Not Applicable n n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: DUE DATE: 03 -31 -09 Approved ', Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTM ov B ilding Division e iPt Public Works Complete Comments: PENT WWI) PLAN REVIEW /ROUTING SLIP TS: O 2 Fir Prevention Structural Incomplete n n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) ACTIVITY NUMBER: D08 -343 PROJECT NAME: STARFIRE SPORTS SITE ADDRESS: 14800 STARFIRE WAY Original Plan Submittal DATE: 02 -19 -09 Response to Incomplete Letter # Response to Correction Letter # X Revision # 4 After Permit Issued Plannin4 Di i ioe Permit Coordinator DUE DATE: 02-24-09 Not Applicable E14 L- 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 REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Documents /routing slip.doc 2 -28 -02 Structural Review Required n No further Review Required DATE: DATE: n DUE DATE: 03 -24 -09 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: 3. Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 1,44 ACTIVITY NUMBER: D08 - 343 DATE: 12 - - PROJECT NAME: STAREFIRE SPORTS SITE ADDRESS: 14800 STARFIRE WY Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 3 After Permit Issued DEPARTMENTS: I - Building Division Public Works 1)tWVt MIL l�4c DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 411 PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP 1 WA Fire Prevention Structural Incomplete TUES /THURS RO TING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DATE: OW- I -6 Planning Division Permit Coordinator Not Applicable Not Approved (attach comments) ❑ DUE DATE: 12-30-08 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 01-27-09 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 - 343 DATE: 11 - - PROJECT NAME: STARFIRE SPORTS SITE ADDRESS: 14800 STARFIRE WY Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 X Revision # 2 After Permit Issued DEPARTMENTS: Building Division Public Works Complete Comments: • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP C Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ ❑ alAi Planning Division LN Permit Coordinator ❑ DUE DATE: 12-02-08 Not Applicable I 1'�. rp�. { .._ - +!• } .: r i p - t., .; � • :t +' !•.••�: �. Permit cente?'Use'Oh %y , INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 DATE: DUE DATE: 12-30-08 Not Approved (attach comments) ❑ DATE: r s wr - + gr lF srv' At f •. astw I hZ"•:: c r 1Pitex <+ • �' i ��'�'d Xr i n ^ i Y.', '. '�' e P ermit Center CIs �r, J • 4:.: .v 5� .� ����t'E } •' - _..b!^'�. r�, :�. ,..�' � e�ri y:• {' j r .,�.� J:. •! CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -343 • DATE: 11 -13 -08 PROJECT NAME: STARFIRE SPORTS SITE ADDRESS: 14800 STARFIRE WAY Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 X Revision # 2 After Permit Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -18 -08 Complete Comments: Permit deli ter.Use;Onl a ;,:: _ : Y ; .•.... . • .::► . 1b ;s • • • ^4,.Y _: a 4_• ti; +',}r • - INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: Documents/routing slip.doc 2-28-02 • PE [ MIT COOK . COPY PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: Fire Prevention Structural Incomplete Structural Review Required Approved with Conditions n ❑ No further Review Required DATE: DUE DATE: 12 -16-08 DATE: d I tanning Division Permit Coordinator Not Applicable n Not Approved (attach comments) 1—P1( ACTIVITY NUMBER: D08 -343 PROJECT NAME: STARFIRE SPORTS SITE ADDRESS: 14800 STARFIRE WAY Original Plan Submittal DATE: 10 -23 -08 Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued DEPARTMENTS: BUilc hg DWisi Public Works IIUB� If1� >5 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit.Cenfe UseQnlY " ?tr_ .:) , I.' • I: '.. ti•'y' ' '. Y• �;vti,�r. ^ i :. : : • INCOMPLETE LETTER MAILED: L OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route REVIEWER'S INITIALS: S PER IT COORD COPY PLAN REVIEW /ROUTING SLIP Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 611 1 10 Fire Prevention DATE: Permit Center Use:Only, • ... CORRECTION LETTER MAILED: rt tgq Gt Departments issued corrections: Bldg ❑ Fire ❑ Ping14 PW ❑ Staff Initials: DATE: )4- —U5 Plalnning Division Permit Coordinator NI DUE DATE: 10-28-08 Not Applicable ❑ No further Review Required DUE DATE: 112508 Not Approved (attach comments) I ERN611 COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -343 PROJECT NAME: STARFIRE SPORTS SITE ADDRESS: 14800 STARFIRE WAY Original Plan Submittal DATE: 09 -04 -08 Response to Incomplete Letter # Response to Correction Letter # X Revision # 'I Before Permit Issued DEPARTMENTS: (, 4 o uilding ivis on Publi Works ttiA, 4- �( Fire Prevention TERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Documents /routing slip.doc 2 -28 -02 Structural ❑ Permit Coordinator Incomplete n PlattDivision LIC DUE DATE: 09-09-08 DATE: Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS RO TING: Please Route Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE: 10-07-08 n Approved with Conditions ❑ Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -343 DATE: 08 -29 -08 PROJECT NAME: STARFIRE SPORTS SITE ADDRESS: 14800 STARFIRE WY Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Branding Division Public Works Complete Comments: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SUP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Planning Division Permit Coordinator DUE DATE: 09-02-08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DATE: DUE DATE: 09-30-08 Approved ❑ Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Build Divisio"n P Works � -hM blic Wo W�A,,.. ?- Complete Comments: TUES/THURS ROXJTING: Please Route REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY 41. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -343 PROJECT NAME: STARFIRE SPORTS SITE ADDRESS: 14800 STARFIRE WAY Original Plan Submittal Response to Correction Letter # DATE: 08 -06 -08 X Response to Incomplete Letter # 1 Revision # After Permit Issued Fire Prevention Structural Incomplete Structural Review Required u n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08 -07 -08 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: 1 Ar 6. --1 c - ° 15 Planning Division Permit Coordinator It n r. APPROVALS OR CORRECTIONS: DUE DATE: 09-04 -08 Approved n Approved with Conditions n Not Approved (attach comments) FV Notation: REVIEWER'S INITIALS: DATE: Permit Center'Use Only • • CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: � � PERMIT COORD COPY al PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -343 PROJECT NAME: STARFIRE SPORTS SITE ADDRESS: 14800 STARFIRE WAY X Original Plan Submittal Response to Correction Letter # DATE: 06 -24 -08 Response to Incomplete Letter # Revision # After Permit Issued DEPA TM Building Division Public Works Permit Center. Use •On /y, ' • INCOMPLETE LETTER MAILED: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 � b ine Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete Planning Division n Permit Coordinator DUE DATE: 07 -01 -08 Not Applicable Comments: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Q Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route n Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DATE: n DUE DATE: 07 -29 -08 i Not Approved (attach comments) n Permit Center Use Only '. CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF I TEALS l Q 9- '4-0 "`7' 0114[13 �� r r Summary of Revision: E , cosew‘1l1 .�rv. (na�N I;ds 4k.�, sev\Ar�v‘ccs_ `-o - Y Ioj P, Received by: :7r- /< f ,f-t.L.Q REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS LI - t q Wit 3 4 WI Summary of Revision: 4k.�, sev\Ar�v‘ccs_ `-o - Y Ioj P, Received by: REVISION NO. DATE RECEIVED STAFF INI ALS ISSUED DATE STAFF INITIALS LI - t q Wit 3 4 WI Summ • of Revision: ! / , i, ,/ • , t r 4/ v W O ho 1 a V 4k.�, sev\Ar�v‘ccs_ `-o - Y Ioj P, ' R - ceived by: ...r REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS LI - t q Wit 3 4 WI Summary of Revision: 4 M coves h - co w,�ovs4- We, Cage P 1 % °Li" 4k.�, sev\Ar�v‘ccs_ `-o - Y Ioj P, Received by: _ ,,,, - l�o L-3 L REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS 2_ /0— .Z3-0 u ( -or Received by: i W( Summary of Revision: th .e ct , A4 ci t e ,mo 6 ITArr 4vim, -'L (,,.,.0 � Received by: j 3,- e , t , /4 yam REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: S-61 ire cS po r� s PERMIT NO: 0 - 3 A 3 SITE ADDRESS: `L i SO 0 Spar `..e I )tgi ORIGINAL ISSUE DATE: 9,- (S 'c 2 REVISION LOG (please print) e print) (please print) (please print) (please print) • 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 Steven M. Mullet, Mayor Steve Lancaster, Director f ; s •.,er. =7•0 �:, x• -:. -.� •;t sM ;•,. y Revision submittals must be submitted In person at the Permit Center. Revisions will not be accepted through the mall, fax etc. Plan ChecWPermit Number: �O - 6 Date: 0 S - lc� ❑ Response to Incomplete Letter # 7 Response to Correction Letter # 1 Revision # q after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: -Pry Sp y - 5 " SO 'S Lit t-e. - P-90) /1- f Project Address: I YEW Sl rI r t WOI .' /' r Contact Person: c l 0 1 � Phone Number: s % `7 CO - CO � O Summa of Revision: 4.101.1k - J / / s' - �,r CiYr a>c TUKWllA FEB 2 7 2009 Sheet Number(s): / Co -02 A (o . Q� "Cloud" or highlight all areas of revision including date of revis o Received at the City of Tukwila Permit Center by: 19/Entered in Permits Plus on lapplicationslforms- applications on linelrevision submittal Created: 8 -13 -2004 Sheet Number(s): (p • (72 • 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 :. REVISION SUBMITTAL . :. . Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: lb I Check/Permit Number: 1) DB' 343 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # lg Revision # 4 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Snarl et ( S & S u .4 ^ `Ce-V— tum l Project Address: 1 4590 C - m.61 VVAi Contact Person: Pt1J (}U V Phone Number: C'b446 '6n3S c Summary of Revision: A00 c-o /ege , l\EOrsJ - COM Ft S J 6LE otwopiEs r_1 is _. 1\! "Cloud" or highlight all areas of revision including d e of rev' i Received at the City of Tukwila Permit Center by: [Entered in Permits Plus on 2 - -6 \ applications \forms - applications on lme\revision submittal Created: 8 -13 -2004 Revised: 1 -2009 7�r RECEIVED YOF111 B 19 2009 °ERMIT CENTER Date: 12/15/0E5 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 Plan Check/Permit Number: 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. bog -4 3 ❑ 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: S S 121 — Sr.33 Nb t c(22 Project Address: ) 4 STAP—r W4--f Contact Person:d ULAE-14cri lam F Phone Number: (2EXc' 431 3232 Summary of Revision: ge'115e LA.11410 --( Fc NT -4- a Ui PM6„tr 2 l 00,1 RECEIVED CITY op r ummu DEC 2 3 1009 PERMIT CE gT gcxim. Lczukrvi.5 810E o>F 131.061 Pev i s Eo q 1 Nc 1.00ES CD -E S' LrjrvGE+ 1©c g- Vooner AN le.P LoCATEi D pcbtAA _ 0� ) cF a4; t eA ih Iltv 2- Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 141.01 AZ.61_, A2.o?.a , A 2.624 A2.03 A it- 01 ) A4.62) Acs1. Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8-13 -2004 Revised: Project Name: Created: 8 -13 -2004 Revised: I 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 Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I i atit 9 Plan ChecWPermit Number: t,') o . 2' 3(+ 3 ❑ Response to Incomplete Letter # Response to Correction Letter # o� ❑ Revision # after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner qcfV,,e, Project Address: 14 7,7O '3& 6/1 Contact Person: 1 71 (7r‘ft Phone Number: Summa of Revision: }� d�� (c p. it CA5 (( k«) -(4)k G-i pl y rr V D LA NOV 2 ti /008 PERmrrcEN Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on lapplications\forms- applications on linerevision submittal • 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ill 131° € Plan Check/Permit Number: D08 -343 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ® Revision # 2 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Starfire Sports Project Address: 14800 Starfire Wy Contact Person: Phone Number: 75? - 2 G / 5 8 Summary of Revision: /� / Pro v 3 4.1 P cLX A- f ro Z. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on M \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: P�ItUtIvtU WY OF TUKWILA NOV 1 3 2000 ERMIT CENTER Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 /21 / ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # '. Revision # , 1'!w wE ✓! City of Tukwila after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: N( P—S lr G • LCX. 2°,3M /LcXE 1 A0 l.4 Project Address: Idifi00 11 Contact Person GOE Phone Number: ( 2 h i - 571,08 Summary of Revision: I E L4vt\I1--12'j ROAM / Srozei GE 4EA Sheet Number(s): /-t'a2• (92 /-0A•01 A 04- 0 2)A 04.11 S2.2, Si "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 I0-.13 \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: • 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 Plan Check/Permit Number: 0 RECEIVED CM' OF TVIIMA OC r 23 ZOaa PERMIT CENTER • 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ❑ Response to Incomplete Letter # t i r tt # 7 ❑ Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: STARFIRE SPORTS Project Address: 14800 Starfire Way Plan Check/Permit Number: DO8 -343 RECEIVED CITY OF TUKWILA SEP 0 4 20S Gant cFNITEP Contact Person: Brooke Boone Phone Number: Summary of Revision: /;?v_ Ass -onb/ Fr tita tic's _ Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: AAA} e- Entered in Permits Plus on 0 9/G//U' \applications\I'orms- applications on line \revision submittal Created: 8 -13 -2004 Revised: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Z ; ❑ Response to Incomplete Letter # V I Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: }A ?o Project Address: / Lk/ Contact Person: ,[�j ry) K R b g `` Phone Number: Z53 Z G / -5 Summary of Revision: o c, ce r- L0 r-I Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: J`JV v t :Sr Entered in Permits Plus on DS lapplicationslforms •applications on linerevision submittal Created: 8-13 -2004 • • 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 8 Plan Checic/Permit Number: Steven M. Mullet, Mayor Steve Lancaster, Director in Op runwa AUG 2 9 2008 pEFIMlt cafren Date: Summary of Revision: '}'Entered in Permits Plus on City of Tukwila • Response to Incomplete Letter # ' ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued 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 \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Project Name: • to. s po r .1 s i q 5cdrhmay 8- Cvocb ❑ Revision requested by a City Building Inspector or Plans Examiner • Plan Check/Permit Number: 708 3 el? Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Project Address: «g00 ■ a/ 7 *' i ic WA Contact Person: 2 fCCA. r a_ Phone Number: ?5 - 2r I- S 768 RECEIVED CITY OFTUMILA AUG 06 2008 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision < Received at the City of Tukwila Permit Center by: Le -et) Name Role Effective Date Expiration Date BOONE, BROOK PRESIDENT 09/25/2001 Bond Amount LEENSTRA, RUTH TREASURER 01/01/1980 ' LEENSTRA, HANK VICE PRESIDENT 09/25/2001 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 CBIC SE5602 08/07/2002 Until Cancelled $12,000.0008/14 /2002 3 CUMBERLAND CAS It SURETY CO MB3184108/07/2001 Until Cancelled 08/14/2002 $12,000.0007/25 /2001 2 CUMBERLAND CAS It SURETY CO MB3184108/07/200008/07 /2001 $6,000.00 UNITED Untitled Page General /Specialty Contractor A business registered as a construction contractor with LEtI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company DUCHESS CONSTRUCTION INC 2538912016 15875 FOREST CANYON RD E SUMNER WA 98390 PIERCE CORPORATION UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 601805583 ACTIVE DUCHECI038NJ CONSTRUCTION CONTRACTOR 8/11/1997 9/13/2009 DUCHEHI935QH GENERAL UNUSED Business Owner Information • • Bond Information https: / /fortress.wa. gov /lni/bbip/Detail. aspx ?License= DUCHECI03 8NJ Page 1 of 2 09/15/2008 0 0 (V 0 CV X X 10" -�a i 1/4" = 1-0" C 9 )OLUMN BASE DETAIL 1 " = 1' -0" 11' -0" L- 2X2 ANGLE 3 -SIDES C- 10 x 15.3 24 GA. AEP MULTI -LOCK 24 HSS 4X4x HSS 4X4x16_ SHEET MTL GUTTER OVERHANG ABOVE LOUNGE ENTRY PORTICO FRAMING PLAN L- 2X2 ANGLE 3 -SIDES C- 10 x 15.3 24 GA. AEP MULTI -LOCK 24 HSS 4X4X A6.0 BOOT RM ENTRY PORTICO FRAMING PLAN / 1/4" = x 1eT— X 0 2" BASE PL. W/ (4) 4" DIA. THREADED RODS. EMBED 9" MIN. W/ HILTI RE 500 ADHESIVE 6" SQ. DS. 0 (o FACE OF STL CENTER OF STL FACE OF FRM'G FACE OF STL CENTER OF �-\ FACE OF FRI 6" SQ. DS. 4" CONC SLAB W/ 6" WWM REINF U- 0 Lu U LL BOOT RM ENTRY 6 � PORTICO FRAMING PLAN } 1/4" = 1' 0" SEE DETAIL #2 FOR FOUNDATION NOTES. 11' -0" CONTROL JT TYP. STL COL & BASE PL. FINISH CONCRETE EMBEDDED RODS FTG REINF. COLUMN BASE DETAIL -SECT 1 " = 1' -0" EQ. 6" LAP BUILDING WRAP OVER FLASHING LAP BLDG WRAP 0/ FLASH'G MTL FLASH'G GYPSUM SHEATHING " = 1' -0" COLUMN BASE FOUNDATION. 3' X 3' X 18" W/ 3- #5 BOT. EA. WAY (4 PLACES) FACE OFSTL CV N CENTER OF STL CENTER OF STL FACE OF FRM'G CANOPY A ()GUTTER SECTION CENTER OF STL HSS32X32X4 (4 PLACES) CENTER OF STL FACE OF FRM'G CANOPY ABOVE DOWNSPOUT SLEEVE MTL SIDING INSIDE NEOPRENE CLOSURE SEALANT TOP AND BOT. METAL FLASHING /GUTTER CONTIGUOUS 71 SHEET MTL. BLOCK'G MTL. CLOSURE PREFIN. W/ NEOPRENE INSIDE CLOSURE. SEALANT TOP AND BOT. MTL. SIDING PLAN BOOT RM ENTRY PORTICO SECTION LOUNGE ENTRY PORTICO SECTION 1/4" = 1' -0" 1/4" = /LEVA TION 1/4 COLUMN CONNECTION = 1' -0" SLOPE 0.5 : 12 TO ATCH EXIST'G SLOPE SLOPE 0.5 : 12 TO ATCH EXIST'G SLOPE C10 C10 HSS COL. / SIGNAGE ATT. TO TOP OF CHANNEL PL.- x6x10w/ 4 -4 " DIA. BOLTS A325N TYP. SNUG TIGHT. MTL ROOFING 2 x 2 ANGLE BOLTED CONNECTIONS PER STRUCT. BOLTED CONNECTIONS PER STRUCT. SOUNDERS FC DS LOUNGE ENTRY C i PORTICO ELEVATION 1/4" — 1 DS BOOT RM ENTRY 8 � , PORTICO ELEVATION 1/4 -1 -0 Plan review approval is subject to errors and omissif Approval of construction documents does not authc the violation of any adopted code or ordinance. Rec of approvaWf C ,* y d conditions is acknowledi By - 0 7 REVISIONS No changes shall be m to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan Ihmit¢c 1 and may include additional plan �� ^M � f ;_ �} an re �;�•, STRUCTURAL STEEL AND MISCELLANEOUS STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CODE OF STANDARD PRACTICE ". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: WIDE FLANGE SHAPES ASTM A -992 ( Fy= 50,000 PSI) OTHER SHAPES AND PLATES ASTM A -36 ( Fy= 36,000 PSI) TUBE COLUMNS ASTM A -500, GRADE B ( Fy= 46,000 PSI) WELDHEAD STUDS ASTM A -108 ( Fy= 55,000 PSI) MACHINE BOLTS ASTM A -307 HIGH STRENGTH BOLTS ASTM A -325N ( U.N.O.) PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER PLANS FOR CONCRETE AND FOR MASONRY. ALL WELDING TO CONFORM WITH AWS D1.1 "STRUCTURAL WELDING CODE - STEEL". WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL RE WELDS BY CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES. ITEMS TO BE GALVANIZED. CORRE TI alit LT ,;# FILE CRPY Permit No.b 0"' 34 3 City Of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 3 2009 bt — City of Tukw BUILDING DIVISION EViSO DOB3i3 ED B 272 PEWIT CENTER DANA L. WEBBER ARCHITECT, PLLC ms. riz ro eip Jed NO. BAINBRIDGE ARCHITECTS C O L L A B O R A T I V E Seattle Sounders FC Team Lounge and Locker Room Starfire Sports Complex Tukwiila , WA CONSTRUCTION COORDINATION If this drawing is not 22" x 34 ", it is a reduced print, scale accordingly. REVISIONS 255 ERICKSEN AVENUE BAINBRIDGE ISLAND, WA 9B 1 1 ❑ (2 06) 842-2011 VOICE (2 06) 842-9386 FAX DRAWN BY dw SHEET TITLE 0803 DATE DESCRIPTION Owner Rev Owner Rev Clarification Clarification PORTICO PLANS PROJECT NUMBER SCALE AS NOTED Sept 11, 2008 CHECKED BY dw 69 ' EGISTERED A CHITECT a . Webber S ATE OF WASHINGTON SHEET NUMBER A 6.02 All rights reserved. Material may not be reproduced in any form without permission from Bainbridge Architects Collaborative. DATE Feb 13, 2009 Feb 18, 2009 Feb 25, 2009 Feb 27, 2009 TOP VIEW (2)- 4" DIA. BOLTS @ 3" O.C. SECTION (2)- 4" DIA. BOLTS @ 3" O.C. 3 16 16 CORNER CONNECTION 1" = 1' -0" C10 MITERED CORNER L3x3xix6" C10 TOP VIEW HSS TO 4 PL . 16 .. PLax42 w/ 2 a " DIA. BOLTS. (1 EA. SIDE) SECTION PL.,-"k4 w/2 a " DIA. BOLTS. 1" = 1' - 0" STL. ANGLE HSS C10 C10 BEAM CONNECTION REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 3 2009 City of Tukwila BUILDING DIVISION E\Jt 1\.10L9 B-3 RECEIVED FEB 27 2009 PERMIT CENTER DANA L. WEBBER ARCHITECT, PLLC BAINBRIDGE ARCHITECTS C O L L A B O R A T I V E 255 ERICKSEN AVENUE BAINBRIDGE ISLAND, WA 81 1 ❑ (2 06) 842-2011 VOICE (2 06) 842 -9386 FAX Seattle Sounders FC Team Lounge and Locker Room Starfire Sports Complex Tukwiila , WA CONSTRUCTION COORDINATION If this drawing is not 22" x 34", is a reduced print, scale accordingly. REVISIONS NO. DRAWN BY dw SHEET TITLE 0803 DESCRIPTION Clarification CHECKED BY dw 69 REGISTERED ARCHITECT PORTICO PLANS DATE Sept 11, 2008 &Webber STATE OF WASHINGTON PROJECT NUMBER SHEET NUMBER SCALE AS NOTED A 6.03 DATE Feb 27, 2009 All rights reserved. Material may not be reproduced in any form without permission from Bainbrid Architects Collaborative. Fire Resistive Requirements Type II Construction 602.2 Building elements listed in Table 601 are of noncombustible materials, except as permitted in Section 603 and elsewhere in the code. Fire Resistance Rating for Building Elements Table 601 Structural Frame Incl. columns, •irders, trusses 1 hour Bearing Walls Table 503 Exterior 1 hour Interior 1 hour Nonbearing walls and partitions 59,800 SF Exterior Not rated Interior Not rated Floor Construction Including supporting beams and joists 1 hour Roof Construction Includin• supportin• beams and •oists 1 hour Proposed Addition 2,041 SF Interior Wall and Ceiling Finish Requirements Table 803.5 (Exception E- For churches, wood used for ornamental purposes, trusses, paneling or chancel furnishing shall be permitted.) Class B Vertical exits and exit passageways Exit access corridors and other exitways Class B Rooms and enclosed spaces Class C Fire Protection Systems 901.2 Fire protection systems shall be installed, repaired, operated and maintained in accordance to the International Building Code and the International Fire Code. Portable Fire Extinguishers [F] 906.1- Portable fire extinguishers shall be provided in occupancies and locations as required by the International Fire Code. Occupancy Maximum Floor Area Allowances Per Occupant Table 1004.1.2 Assembly- without fixed seats, Unconcentrated (tables and chairs) : 15 sq ft /occupant (net) Locker Rooms: 50 sf /occupant (gross) Outpatient Treatment Area: 100 sf /occupant (dross) Egress Width Per Person Served Stairways (inches per person) Other Egress Components inches perperson) 0.15 0.2 Exits: 1014. 1 - Two exits or exit access doorways from any space shall be provided where the occupant load exceeds 50. Table 1018.1- Occupant Load 501 - 1,000, minimum 3 exits. Separation of Exits: 1014.2.1 (exception 2) - Where a building is equipped throughout with an automatic sprinkler system the separation distance of the exit doors shall not be less than one -third of the length of the maximum overall diagonal dimension of the area served. Travel Distance: 1015.1 - In buildings equipped with an automatic sprinkler system throughout, the travel distahce shall not exceed 250'. Dead End: 1016.3 - Where more than one exit is required, the exit access shall be arranged such that there are no dead ends in corridors more than 20' in length. Occupancy Classification : Section 302. A -3 : Assembly 302.1.1 - Heating equipment room separation - not required. Storage areas > 100 SF to be constructed as smoke partitons. Type of Construction : Type II / A / Fully Sprinklered Table 503 Building Height Modifications 504.2- fully sprinklered building increase maximum number of stories by one story. Area Modifications Base Area= 29,900 SF (Assemby Occupancy) Frontage Increase- Separated 4 sides, 100& increase 59,800 SF Automatic Sprinkler System Increase- 100% increase 119,600 Multi -story building increase 293,200 SF Maximum Building Area 293,200 SF Existing Building Area 83,341 SF Proposed Addition 2,041 SF Total Proposed Building Area 85,382 SF Area of existing building to be remodeled 2,488 SF Total Area of proposed work 4,650 SF LOUNGE 158 SF 15 sf /occupant = 11 occupants VESTIBULE LOCKER ROOM 1380 SF 50 sf /occupant = 26 occupants P/T ROOM 600 SF 100 sf /occupant = 6 occupants OFFICE 110 SF 100 sf /occu 'ant = 1 occupa is TOILET 49 SF KITCHEN 136 SF LOUNGE 975 SF 15 sf /occupant = 65 occupants I LAUNDRY/ 4r:CFSSORY STORAGE 750 SF 300 sf /occupant = 3 occupants MECHANICAL GENERAL NOTES The Contract Documents include the Drawings and the Owner- Contractor Agreement. Any Discrepancies found among the Drawings, these General Notes and the site conditions shall be reported to the Architect who shall address such inconsistencies in writing. Any work done by the Contractor after discovery of such error shall be done at the Contractor's risk. The Contractor shall verify and familiarize him /herself with all drawings prior to proceeding with any work or fabrications. The Contractor is responsible for all bracing and shoring during construction. All methods, materials and workmanship shall conform to the 2006 International Building Code as amended by the State of Washington CONSTRUCTION DOCUMENTS 1. Do not scale drawings. 2. All dimensions are to face of framing or face of concrete unless noted otherwise. 3. Verify all rough -in dimensions for windows, doors, plumbing, electrical fixtures and appliances prior to commencing work. Notify Architect of any discrepancies of dimensional tolerances required. 4. Doors not dimensionally located shall be 4" from stud face to edge of door rough opening. 5. Repetitive features drawn only once shall be completely provided as if drawn in full. 6. Verify all grades and their relationship to building. 7. Wood members in contact with concrete and /or exposed to weather to be pressure treated, typical. 8. Tightline all new drainage devices to existing tightline system. 9. Coordinate all rough -in requirements and dimensions of owner - supplied fixtures w /owner and product manufacturers. LIST OF DRAWINGS A 1.01 A 1.02 A 2.01 A 2.02 A 2.03 A 3.01 A 4.01 A 4.02 A 4.11 A 4.12 A 5.11 A 7.01 A 8.31 Title Sheet, General Notes Site Plan And Plan Diagram Foundation Plan Floor Plan Roof Plan Reflected Ceiling Plan Wall Sections Wall Sections Exterior Elevations Exterior Elevations Exterior Details Door/Window Schedule Toilet and Accessibility S1.1 Foundation, Roof Framing Plan, and General Notes S2.1 Foundation Sections and Details S2.2 Roof Sections and Details EXIT DIAGRAM LOCKER ROOM A D LOUNGE FACILITY LOUNGE AREA 1133 SF @ 1 PER 15 SF LOCKERROOM AREA 1543 SF @ 1 PER 50 SF PHYSICAL THERAPY AREA 710 SF @ 1 PER 100 SF ACCESSORY AREAS 750 SF @ 1 PER 300 SF TOTALS EXITS REQUIRED = 2 EXITS PROVIDED = 4 PROJECT DIRECTORY OWNER Project Owner: Starfire Sports Chris Slatt 14800 Starfire Way Tukwila, WA 98188 (206) 431-3232 ARCHITECT Dana Webber Architect 255 Ericksen Avenue N Bainbridge Island, WA 98110 Phone: 206.842.2011 Fax: 206.842.9386 STRUCTURAL ENGINEER Engineers Northwest 6869 Woodlawn Avenue NE Seattle, WA 98115 Phone: 206.525.7560 Fax: 206.522.6698 PROJECT DATA PROJECT DESCRIPTION Remodel of existing space, and addition of space in sports facility for professional soccer team lounge and locker room and ancillary spaces. ADDRESS OF PROPERTY 14800 Starfire Way Tukwila, WA 98188 LEGAL DESCRIPTION A PTN OF THE E1/2, NE1 /4, SEC. 23, TWP. 23 N. RNG. 4E., W.M. AND THE W1/2, NW1 /4 SEC. 24, TWP. 13N., RNG. 4 E., W.M. TAX IDENTIFICATION NUMBER KING COUNTY PARCEL NUMBER: 2323049001 75 OCCUPANTS 31 OCCUPANTS 7 OCCUPANTS 3 OCCUPANTS 116 OCCUPANTS r 7 APPLICABLE CODES INTERNATIONAL BUILDING CODE 2006 INTERNATIONAL MECHANICAL CODE 2006 INTERNATIONAL FIRE CODE 2006 2006 UNIFORM PLUMBING CODE WASHINGTON STATE AMENDMENTS 2006 WASHINGTON STATE ENERGY CODE BUILDING CODE NOTES PROJECT MEETS PRESCRIPTIVE REQUIREMENTS OF WSEC FOR NON- ELECTRIC HEAT. MECHANICAL, ELECTRICAL, AND PLUMBING PLANS WILL BE SUBMITTED SEPARATELY FOR PERMIT. LOCKS AND LATCHES SHALL BE PERMITTED TO PREVENT OPERATION OF DOORS WITH KEY - OPERATED LOCKING DEVICES FROM THE EGRESS SIDE PROVIDED THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LOCKED, A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED ". THE SIGN SHALL BE IN LETTERS 1 INCH HIGH ON A CONTRASTING BACKGROUND. SEPARATE PERMIT REQUIRED FOR: (Mechanical [ Electrical I Iumbing or Piping City of Tukwila BUILDING DIVISION MLS SEATTLE LOCKER ROOM AND LOUNGE 14800 Starfire Way Tukwila, WA 98188 AUGUST 13, 2008 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. ABBREVIATIONS A.B. ACT A.F.F. A.F.S. APPROX. BLDG. BLKG. BOT, BR CPT CT C.B. C.O. CLG. CL. CONC. DIA. DIM. DN DS D/W EA. EL. EQ (E) EXT. EXISTG. At Anchor Bolt Acoustical Ceiling Tile Above Finish Floor Above Finish Slab Approximate Building Blocking Bottom Bedroom Carpet Ceramic Tile Catch Basin Clean Out Ceiling Closet Concrete Diameter Dimension Down Downspout Dishwasher Each Elevation Equal Existing Exterior Existing FAB. Fabricated FDN Foundation FEC Fire Extinguisher Cabinet F.F. Finish Floor FT Fire Retardant Treated FIN. Finish FOC Face of Concrete FOS Face of Stud F.O.I.C. Furnished by Owner Installed by Contractor FTG. Footing GALV. Galvanized GL. GWB Gypsum Wall Board VICINITY H.B. HD HDWR. HR HORIZ. HT. INSUL, INT. JT. Joint (L) LL MFR. MAT'L MAX. ML MC MTL. MIN. N/A N.I.C. O .C. OPP. PERF. PERIM. PLAM POLY. PT PTD. R REFR. REINF. R.O. EVISION NO, 3 Hose Bib Hold Down Hardware Hour Horizontal Height Insulation Interior Laminated Lower Level Manufacturer Material Maximum Main Level Medicine Cabinet Metal Minimum Not Applicable Not in Contract On Center Opposite Perforated Perimeter Plastic Laminate Polyethylene Pressure Treated Painted Riser(s) Refrigerator Reinforced Rough Opening ME COPY Permit Lio. mar r .2v(ew cpprovct i3 : ubjact to crro:3 Ct:t cret:4cit3. kcpr; : ►ai cfi canctructian documCut3 dowo rct the v!o :a °'ier+ cl cry crlopted coca cr creircnc'. of Epprovz -1 aid Ce cntl ccnsliticr. is ^�•' "t:► ills gcd: City c? t ik'iiila DiViZION S.F. S.I. SAN. SHT SHWR SIM. S.O.G. SPEC. ST. STL STRUCT. SUSP. (T) T T &G TB T.O.B. T.O.C. T.O.P. T.O.S. T.O.W. TPH TYP. U.B.C. UL U.N.O. VENT. V.I.F. W/ WB WD WH Square Foot Square Inch Sanitary Sheet Shower Similar Slab -on -Grade Specification Stone Steel Structural Suspended Tempered Tread(s) Tongue & Groove Towel Bar Top of Beam Top of Concrete Top of Plate Top of Slab Top of Wall Toilet Paper Holder Typical Uniform Building Code Upper Level Unless Noted Otherwise Ventilation Verify in Field With Wood Base Wood Water Heater RECEIVED CITY OF TUKWILA DEC' 3 20(18 PERMIT CENTER DANA L. WEBER ARCHITECT, PLLC BAINBRIDGE ARCHITECTS CO L L A B ❑ R A T I V E 255 ERICKSEN AVENUE BAINBRIDGE ISLAND, WA 98110 (206) 842 -201 1 VOICE (206) 842-9386 FAX Seattle Sounders FC Team Lounge and Locker Room Starfire Sports Complex Tukwiila , WA INTERIORS PACKAGE If this drawing is not 22" x 34 ", it is a reduced print, scale accordingly. REVISIONS NO. DESCRIPTION Owner Revisions Dec 18, 2008 DRAWN BY CHECKED BY dw dw SHEET TITLE REGISTERED ARCHITECT Webber ST T OF WASHINGTON 6957 TITLE SHEET GENERAL NOTES PROJECT NUMBER 0803 SCALE n.t.s. DATE Sept 11, 2008 SHEET NUMBER A 1.1 All rights reserved. Material may not be reproduced in any form without permission from Bainbridge Architects Collaborative. DATE EXISTIN TREE - KEEP CE NSTRUCTI MIN 9 / FROM CENTER /OF TREE TRUNK. w FORMER CLEARANCE EXISTING DUMPSTER -AREA DRAINS TO THIS CATCH BASIN. NO ADDITIONAL r PLUMBING FOR DRAINAGE OF °THIS AREA IS IN PLACE. RELOCATED DUMPSTER AREA WILL SLOPE TO DRAIN TO SAME CATCH BASIN. EXIST'G TO EMAIN (TYP) ui I % III ; PROVIDE (6) 6' X 6" PRECASt CONC. PARKING BUMPERS., INSTALL 18" FROM FACE OF BLDG: ( VERIFY W/ DUMPSTER DESIGN) ENLARGED SITE PLAN 1:10 PLAN NORTH REV1010 N 0 5' 10' SCALE: 1:10 20' O83i3 P CE 2009 NkwiIa ON RECEIVED CITY OF TUKWILA DEC 2 3 2008 PERMIT CENTER DANA L. WEBBER ARCHITECT, PLLC BAINBRIDGE ARCHITECTS C O L L A B O R A T I V E 255 ERICKSEN AVENUE BAINBRIDGE ISLAND, WA 98110 (206) 842 -201 1 VOICE (206) 842 -9386 FAX Seattle Sounders FC Team Lounge and Locker Room Starfire Sports Complex Tukwiila , WA INTERIORS PACKAGE If this drawing is not 22" x 34 ", it is a reduced print, scale accordingly. REVISIONS NO. DESCRIPTION DRAWN BY dw SHEET TITLE Owner Revision Dec 18, 2008 6957 SITE PLAN ENLARGEMENT PROJECT NUMBER 0803 SCALE AS NOTE DATE Sept 11, 2008 CHECKED BY dw R GISTERED R HITECT , ebber Sr OF WASHINGTON SHEET NUMBER 1.03 All rights reserved. Material may not be reproduced in any form without permission from Bainbridge Architects Collaborative. DATE PER a.. STRUCTURAL o/ 6 MIL. VAPOR BARRIER INFILL CMU WALL TO RETAIN NEW FILL -AREA. 1 FOUNDATION PLAN 1/8" = NEW CONT FOOTING @ EXT. WALL (TYP.) NEW FTG FOR STAIR SUPPORT (3) PL. TYP. EXIST'G RETAINING WALL ,\1101 aF d NNO..3 1)08 tUK E COMA ' CE PR 0 4' 8' JAN 0 7 2009 Tukwila D . { . + RECEIVED CITY OF TUKWILA DEC' 3 2008 PERMIT CENTER 16' SCALE: 1 /8" = 1' -0" DANA L. WEBBER ARCHITECT, PLLC BAINBRIDGE ARCHITECTS C O L L A B O R A T I V E 255 ERICKSEN AVENUE BAINBRIDGE ISLAND, WA 98110 (206) 842-20 1 1 VOICE (2 06) 842 -9386 FAx Seattle Sounders FC Team Lounge and Locker Room Starfire Sports Complex Tukwiila , WA INTERIORS PACKAGE If this drawing is not 22" x 34 ", it is a reduced print, scale accordingly. REVISIONS NO. DESCRIPTION DATE DRAWN BY dw SHEET TITLE FOUNDATION PLAN PROJECT NUMBER SHEET NUMBER 0803 SCALE Owner Revision Dec 18, 2008 6957 REGISTERED HITECT 46ber STATE OF WASHINGTON 1/8 " =1' DATE Sept 11, 2008 CHECKED BY dw 01 All rights reserved. Material may not be reproduced in any form without permission from Bainbridge Architects Collaborative. 12 LOCKERS @ 32' -0' - SCRIBE 34' -8" 32" EA. ENDS KERS @ 32" EA. SCRIBE ENDS 3' -0 MIN. CLR. 3' -0" f5 1' 3 ' -0 11 26\ A 08.31 A 08.33 13' -5%2" !38\ A 08.33 LOUNGE TELEVISION SHOWEF I 1110 4 GROOMING 30' -0" A 0:.32 SHELVI G A 08.31 � 3D 1 e� 9' -4 7 co A 08.32 BOOT RM. A 08.31 5' -1%2" A 08.32 AREA OF EXISTING SPACE 2A AREA OF ADDITION 2945 SF TOTAL AREA A 5433 SF 6' -53/4" 7 5' -4% SAUNA DIM PT. ALIGN W/ INTERIOR WALLS LOCKER ROOM PARTIAL FLOOR PLAN 1/4" = ALIGN 16' -0%4" PHYSICAL THERAPY 35' -9%4" CLR. FIELD VERIFY 30' -0" 30' -0" (4) HYDROTHERAPY TUBS - VERIFY SU L DRAIN E PROVIDE INSET, W/ POWER FOR PHONE CHARGING ALIGN W/ FURRING @ COLUMN BOTH SIDES ICE MAKER 4 "X4 "C.I.P. CONC. CURB AROUND HYDRO - THERAPY TUBS 2" SCRIBE THIS SIDE 5' -8%2" shelves 1 shelves 4' -9%4" /3B\ A 08.32 A 08.32 30' -0" 4' -10" 4 4' -7" TCHEN 4' -9 8 1' -3" I ' 3" / �f RECEIVED CITY OF TUKWILA DEC 232008 PERMIT CENTER t uft WK CO I E PPP a it N 0 7 2009 1- 5 Of T ila- ION t4N SCALE: 1 /4" = 1' -0" DANA L. WEBBER ARCHITECT, PLLC BAINBRIDGE ARCHITECTS C O L L A B O R A T I V E 255 ERICKSEN AVENUE BAINBRIDGE ISLAND, WA 981 1 ❑ (2 06) 842-201 1 VOICE (2 06) 842 -9386 FAX Seattle Sounders FC Team Lounge and Locker Room Starfire Sports Complex Tukwiila , WA INTERIORS PACKAGE If this drawing is not 22" x 34 ", it is a reduced print, scale accordingly. REVISIONS NO. Owner Revisions Oct 1, 2008 Field Coordination Oct 1, 2008 ASK -01 Owner Rev. Oct 8, 2008 / `- \ Dim. Clarification Oct 13, 2008 Dim. Clarification Oct 16, 2008 Field Coordination Nov 10, 2008 Owner Revision Nov. 19, 2008 /X Owner Revision Dec 18, 2008 DRAWN BY dw SHEET TITLE FLOOR PLAN PROJECT NUMBER SHEET NUMBER 0803 DESCRIPTION DATE 6957 GISTERED ,R� HITECT 1, (Webber TA1E_OF WASHINGTON CHECKED BY dw SCALE 1/4"=t0" DA T 2102a Sept 11, 2008 witho t from Bainbridge not be form . C*) ■ 4 N CY) 104 T CB / \ m 6)C 009 ) N (009) (009) O 1 10%4" 31_0il 5" 3' -0" 5 n / 3 1_ 0 " NMI (009) PARTIAL FLOOR PLAN 1/4" = 1-0" (009) 17' -0" (009) EQUIP/LAUNDRY. 25'- 7 5 - 3 /4 P • N C° CC N 0 3' -0n safety glazing (009) 3' -4 " s 2 _< m m : : W/D CLEARANCE 3 1 0n 5 safety glazing < E 110" (115 3' -4 s CO LOCKER RM' EXIS7'G CMU WALL TO BE REMOVED 0 C7 3' -0" 5' - 3 3 /4" safety glazing (009) U STOR. E® RELOCATE EXIST'G X- FORMER AND PANEL 4' -8" 8 MECH 1116 4' WIDE DUTCH ■.._/ DOOR CASEWORK STORAGE Di 39 1' -2' 1 I MP si • • tOMPCE A JAN 0 7 2001 ' Tukwila 0 2' 4' RECEIVED CITY OF TUKWILA DEC ' 2 3 2008 PERMIT CENTER 8' SCALE: 1/4" = 1' -0" DANA L. WEBBER ARCHITECT, PLLC BAINBRIDGE ARCHITECTS C O L L A B O R A T I V E 255 ERICKSEN AVENUE BAINBRIDGE ISLAND, WA 9B1 1 ❑ (206) 842 -201 1 VOICE (206) 842 -9386 FAX Seattle Sounders FC Team Lounge and Locker Room Starfire Sports Complex Tukwiila , WA INTERIORS PACKAGE If this ,drawing is not 22" x 34 ", it is a reduced print, scale accordingly. REVISIONS NO. DESCRIPTION DATE DRAWN BY dw SHEET TITLE Owner Revision Dec 18, 2008 6957 REGISTERED /. ARCHITECT FLOOR PLAN �( Lan: L. Webber S - OF WASHINGTON PROJECT NUMBER 0803 CHECKED BY dw SHEET NUMBER SCALE 1/4 " -1'0" DAT 2 Sept 11, 2008 All rights reserved. Material may not be reproduced in any form without permission from Bainbridge Architects Collaborative. FIELD VERIFY 5 LOCKERS SCRIBE @22 ENDS "EA ...._ ._ ,0-Z ` C*) ■ 4 N CY) 104 T CB / \ m 6)C 009 ) N (009) (009) O 1 10%4" 31_0il 5" 3' -0" 5 n / 3 1_ 0 " NMI (009) PARTIAL FLOOR PLAN 1/4" = 1-0" (009) 17' -0" (009) EQUIP/LAUNDRY. 25'- 7 5 - 3 /4 P • N C° CC N 0 3' -0n safety glazing (009) 3' -4 " s 2 _< m m : : W/D CLEARANCE 3 1 0n 5 safety glazing < E 110" (115 3' -4 s CO LOCKER RM' EXIS7'G CMU WALL TO BE REMOVED 0 C7 3' -0" 5' - 3 3 /4" safety glazing (009) U STOR. E® RELOCATE EXIST'G X- FORMER AND PANEL 4' -8" 8 MECH 1116 4' WIDE DUTCH ■.._/ DOOR CASEWORK STORAGE Di 39 1' -2' 1 I MP si • • tOMPCE A JAN 0 7 2001 ' Tukwila 0 2' 4' RECEIVED CITY OF TUKWILA DEC ' 2 3 2008 PERMIT CENTER 8' SCALE: 1/4" = 1' -0" DANA L. WEBBER ARCHITECT, PLLC BAINBRIDGE ARCHITECTS C O L L A B O R A T I V E 255 ERICKSEN AVENUE BAINBRIDGE ISLAND, WA 9B1 1 ❑ (206) 842 -201 1 VOICE (206) 842 -9386 FAX Seattle Sounders FC Team Lounge and Locker Room Starfire Sports Complex Tukwiila , WA INTERIORS PACKAGE If this ,drawing is not 22" x 34 ", it is a reduced print, scale accordingly. REVISIONS NO. DESCRIPTION DATE DRAWN BY dw SHEET TITLE Owner Revision Dec 18, 2008 6957 REGISTERED /. ARCHITECT FLOOR PLAN �( Lan: L. Webber S - OF WASHINGTON PROJECT NUMBER 0803 CHECKED BY dw SHEET NUMBER SCALE 1/4 " -1'0" DAT 2 Sept 11, 2008 All rights reserved. Material may not be reproduced in any form without permission from Bainbridge Architects Collaborative. FIELD VERIFY DS NE METAL ROC SLOP: 0.5: 2 EDGE OF NEW WALL BELOW 1/8" = 1-0" TO R :MAIN. EXISTING METAL ROOF ROOF PLAN EDGE OF EXIST'G 1 WALL TO BE A4.11 REMOVED. EXISTING ROOF- MOUNTED HVAC UNIT TO REMAIN. DS (E) EW S NEW N ETAL SLOFE- 0.5:12 RO 1 A4.12 OF NEW DS 11 DAYLIGHT EXIST'G DS TO NEW ROOF EVET:ON N 3 jO3I3 M im ,r q f �� Its E CO H t INA 0 1 2019 14 WSW 0 4' 8' RECEIVED CITY OF TUKWILA DEC' 2 3 2000 PERMIT CENTER 16' SCALE: 1/8" = 1' -0" DANA L. WEBBER ARCHITECT, PLLC BAINBRIDGE ARCHITECTS C O L L A B O R A T I V E 255 ERICKSEN AVENUE BAINBRIDGE ISLAND, WA 98110 (2 06) B42-2011 VOICE (2 06) 842 -9386 FAX Seattle Sounders FC Team Lounge and Locker Room Starfire Sports Complex Tukwiila , WA INTERIORS PACKAGE If this drawing is not 22" x 34 ", it is a reduced print, scale accordingly. REVISIONS NO. DRAWN BY dw SHEET TITLE ROOF PLAN PROJECT NUMBER SHEET NUMBER 0803 SCALE Owner Revisions Dec 18, 2008 1/8 " =1' DATE Sept 11, 2008 DESCRIPTION CHECKED BY dw 6957 'II STERED ITECT Webber STATE OF WASHINGTON .03 DATE All rights reserved. Material may not be reproduced in any form without permission from Bainbridge Architects Collaborative. WEST ELEVATION / 1/4" = 1/4" = EAST ELEVATION i i i i i i i i i i i i K1) 1 1 i EV1 ON N 3 NOTES 1. PANEL TYPE #1- PREFORMED METAL WALL PANELS. VERTICAL INSTALLATION. EXPOSED FASTENERS TO MATCH ADJACENT PANEL COLOR. 2. PANEL TYPE #2- PREFORMED METAL WALL PANELS. HORIZONTAL INSTALLATIOIN. EXPOSED FASTENERS TO MATCH ADJACENT PANEL COLOR. 3. WALL- MOUNTED EXTERIOR LIGHT FIXTURE. PROVIDE BLOCKING FOR MOUNTING. 0 2' -8" 5-4" 10' -8" SCALE: 3/16" = 1' -0" DEC' MP KE JAN ilia RECEIVED CITY OF TUKWII.A DEC 2 3 2008 PERMIT CENTER DANA L. WEBBER ARCHITECT, PLLC Seattle Sounders FC Team Lounge and Locker Room Starfire Sports Complex Tukwiila , WA INTERIORS PACKAGE REVISIONS NO. DRAWN BY dw SHEET TITLE EXTERIOR ELEVATIONS Owner Rev. PROJECT NUMBER 0803 DESCRIPTION IVebber STATE OF WASHINGTON SCALE 1/4" = 1' -0" BAINBRIDGE ARCHITECTS C O L L A B O R A T I V E 255 ERICKSEN AVENUE BAINBRIDGE ISLAND, WA 98110 (2 ❑6) 842 -2 ❑1 1 VOICE (2 06) 842 -9386 FAX If this drawing is not 22" x 34 ", it is a reduced print, scale accordingly. Owner Rev. ASK -02 Oct 8, 2008 CHECKED BY dw SHEET NUMBER DATE Dec 18, 2008 A 4.01 DATE Sept 11, 2008 All rights reserved. Material may not be reproduced in any form without permission from Bainbridge Architects Collaborative. i DS ( ) ( 3 ) TYP K 1> DS DS 1/4" = /\ NORTH ELEVATION 111111111111111I11111111111111111111111111111111111111 ■ 3 ) NOTES 1. PANEL TYPE #1- PREFORMED METAL WALL PANELS. VERTICAL INSTALLATION. EXPOSED FASTENERS TO MATCH ADJACENT PANEL COLOR. 2. PANEL TYPE #2- PREFORMED METAL WALL PANELS. HORIZONTAL INSTALLATIOIN. EXPOSED FASTENERS TO MATCH ADJACENT PANEL COLOR. 3. WALL- MOUNTED EXTERIOR LIGHT FIXTURE. PROVIDE BLOCKING FOR MOUNTING. E X08- 323 DSi 0 2' -8" 5' -4" Uslyttila, pt �!s Y JAN 01 7 ° 01I ® l SCALE: 3/16" = 1' -0" RECEIVED CITY OF TUKWILA DEC 2 3 2008 PERMIT CENTER 10' -8" DANA L. WEBBER ARCHITECT, PLLC BAINBRIDGE ARCHITECTS C O L L A B O R A T I V E 255 ERICKSEN AVENUE BAINBRIDGE ISLAND, WA 98110 (2 06) 842 VOICE (2 06) 842 -9386 FAX Seattle Sounders FC Team Lounge and Locker Room Starfire Sports Complex Tukwiila , WA INTERIORS PACKAGE If this drawing is not 22" x 34 ", it is a reduced print, scale accordingly. REVISIONS NO. DESCRIPTION DATE DRAWN BY CHECKED BY dw dw SHEET TITLE 0803 DATE Owner Rev ASK -02 Oct 8, 2008 Owner Revisions Dec 18, 2008 Sept 11, 2008 6957_ \ R ISTERED ITECT ebber STATE OF WASHINGTON EXTERIOR ELEVATIONS PROJECT NUMBER SHEET NUMBER SCALE 1/4" = 1' -0" A 4.02 All rights reserved. Material may not be reproduced in any form without permission from Bainbridge Architects Collaborative. A /!/!/�/!1111�/!114 /�1!I /!/!1!11 /!/!I�I� /� ® �iA /!1�/!/!///!//1 //!/11 /1 /1111!/�/�/�/�1�1�/!/�1�/�1! 1�ii�1 it 1141.111111111"11 PROVIDE ONE -HOUR PROTECTION AT ALL LIGHT FIXTURES. CONTRACTORS' OPTION: PROVIDE ONE -HOUR RATED FIXTURES OR PROVIDE RATED PROTECTION PHYSICAL THERAPY . ..........1 11111111:1111111 LOCKER ROOM n!!!!.....nttttttt AVM !11111I1 //1 WALL #1 IGID INSULATION SLAB EDGE TYP. ROOF ASSEMBLY #2 NEW BUILDING AREA BELOW EXIST'G ROOF (J' EXISTING BUILDING AREA ROOF ASSEMBLY #1 J BUILDING SECTION 3/8" = 1' -0" AT SLAB EDGE TYP. I 2' -0" ROOF ASSEMBLY #3 BUILDING SECTION 3/8" = 1-0" LOCKER RM • 1 I /A go- ►S Mow . -- - - - - -- ������ 111111 .-. .-- - - - -- // III//// / / / / / / / /i►....-- .----- ••- - -•--- - .. - - - � - - - - ' 1111 /,//,/,//�„//"/// - ///�1'/' • - - - - - - - - • - -- - - - - -- EQUP /LAUNDRY 113 RECEIVED CITY OF TUKWILA DEC 2 3 2008 PERMIT CENTER C RELiON N bO8393 1' -4" SCALE: 3/8" = 1' -0" otoiinvuu ruK. E COMPr_., NCE 0 AP JAN 0 7 20110 City Of Tukwila `1 DIVISION 5' -4" DANA L. WEBBER ARCHITECT, PLLC BAINBRIDGE ARCHITECTS C O L L A B O R A T I V 255 ERICKSEN AVENUE BAINBRIDGE ISLAND, WA 98110 (2 06) 842-2011 VOICE (206) 842 -9386 FAX Seattle Sounders FC Team Lounge and Locker Room Starfire Sports Complex Tukwiila , WA INTERIORS PACKAGE If this drawing is not 22" x 34 ", it is a reduced print, scale accordingly. REVISIONS NO. DRAWN BY dw SHEET TITLE Owner Rev ASK -02 Oct 8, 2008 Owner Revision Dec 18, 2008 BUILDLING SECTIONS PROJECT NUMBER 0803 SCALE 3/4 " =1'0" DATE Sept 11, 2008 DESCRIPTION ,REGISTERED CITECT ebber S1`ATE OF ASHINGTON E CHECKED BY dw SHEET NUMBER A 4.11 All rights reserved. Material may not be reproduced in any form without permission from Bainbridge Architects Collaborative. DATE ® - / II II II 1 Il II 11 II II 1 MIRROR C 6 � \ / \ typ 1 • ., UI� • I f • ,/ ILI' �� H , --,_,- v _, - B A A P3 -D PROVIDE 12" DEEP SHELF RB -1 ELEV "A" EQ ELEV "A" 11" / / 4' -0" (2) FRAMELESS MIRROR W/ J- CHANNEL ADA FIXTURE MOUNTING HEIGHTS 1/2" = 3/8" = 1' -0" EQ STAINLESS STEEL CORNER GUARD accessibl lavatory at unisex restroom EPX -A E R E (w) INTERIOR ELEVATION - SHOWER #110 PROVIDE (9) TOWEL HOOKS B 8 B EPX -B -- TO6" A.F.F. ELEV "B" RB -1 3 INTERIOR ELEVATION - GROOMING #109 3/8 = 1-0 12" max C 39" - 41" P3 -D SHELF P4 -D 42" mir accessible toilet U PROVIDE 12" DEEP 0 0 E C? M co ELEV "B" 1 ' -0" C�— accessible toilet ELEV "C" 3 flush handle @ open side urinal ELEV "C" E N P3 -C 2 ( ) toilet seat cover dispenser EPX -A E co ELEV "D" E co paper towel dispenser/ waste receptacle 0 STAINLESS STEEL CORNER GUARD ELEV "D" 4 INTERIOR ELEVATION- TOILET #103 1/2" = 1' -0" P3 -D MIRROR RB -1 N 4' -0" ELEV "D" EQ. FRAMELESS MIRROR W/ J- CHANNEL MOUNT PIPE INSULATION NOTES 1. COMPLY W/ ANSI 117.1 -2003 2. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT AND SHALL COMPLY W/ SECTION 302. 3. CHANGES IN LEVEL GREATER THAN 1/4" IN HEIGHT AND NOT MORE THAN 1/2" IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 3. OBJECTS WITH LEADING EDGES MORE THAN 27" AND NOT MORE THAN 80 INCHES ABOVE THE FLOOR SHALL PROTRUDE 4" MAXIMUM HORIZONTALLY IN TO THE CIRCULATION PATH. 5. GRAB BARS SHALL HAVE A MINIMUM CROSS - SECTION OF 1-1/4" AND MAXIMUM CROSS SECTION OF 2 ". GRAB BARS SHALL BE MOUNTED 2" FROM THE WALL AND SHALL BE DESIGNED TO WITHSTAND VERTICAL AND HORIZONTAL STRESSES OF 250 LB. 6. COMMUNICATION ELEMENTS SHALL COMPLY WITH SECTION 701. 7. O EN 8. TEAM LOCKER SHOWER AND TOILET AREAS IN GROOMING #109 AND SHOWER #110: ACCESSIBILITY NOT REQUIRED PER IBC 1109.2 EXCEPTION #1 -- APPLICABLE PER CITY OF TUKWILA BUILDING OFFICIAL. BATHROOM ACCESSORIES PAPER TOWEL DISPENSER ( 2 ) TOILET SEAT DISPENSER WALL- MOUNTED MIRROR WASTE RECEPTACLE TOILET PAPER DISPENSER SOAP DISPENSER 5 ) ELEV "E" EPX -B TO 48" A.F G o J E COMP LANCE PP VE JAN 0 7 2Ei Oty Of Tukwila Ili NCO`: IAN P3 -C C�J RECEIVED CITY OF TUKWILA DEC 2 3 2008 PERMIT CENTER DANA L. WEBBER ARCHITECT, PLLC BAINBRIDGE ARCHITECTS C O L L A B O R A T I V E 255 ERICKSEN AVENUE BAINBRIDGE ISLAND, WA 981 1 0 (206) 842 -201 1 VOICE (206) 842 -9386 FAX Seattle Sounders FC Team Lounge and Locker Room Starfire Sports Complex Tukwiila , WA INTERIORS PACKAGE If this drawing is not 22" x 34 ", it is a reduced print, scale accordingly. REVISIONS NO. DRAWN BY dw DESCRIPTION Owner Revisions Coordination Owner Revision CHECKED BY dw D ATE Nov 18, :2008 Dec 1, 2008 Dec 18, 2008 SHEET TITLE 6957 REGISTERED ARCHITECT Webber STATE' OF WASHINGTON TOILET AND ACCESSIBILITY PROJECT NUMBER SHEET NUMBER 0803 SCALE AS NOTED DATE Sept 11, 2008 A 8.31 All rights reserved. Material may not be reproduced in anyjtorm without permission from Bainbridge Architects Collaborative. 31d0 80 -OZ -OI 12 -18 -08 I REINFORCEMENT F4.5 4' -6" x 4' -6" x 1' -0" 5 #5 EA. WAY BOT. REVISION AS NOTED I '. AS NOTED 'ON < FOOTING SCHEDULE MARK SIZE REINFORCEMENT F4.5 4' -6" x 4' -6" x 1' -0" 5 #5 EA. WAY BOT. F3.0x6.0 3' -0" x 6' -O" x 1' -O" 3 #5 BOT. LONG WAY 6 #5 BOT. SHORT WAY INDICATES FULL HT. STUDS EDGE OF OPNG. F3.Ox6.0 NEW 4" SLAB ON GRADE REINFORCED w/ 12x12 2.9x2.9 WWF (E) F6.0 EXIST 4" SLAB ON GRADE REINFORCED w/ 12x12 2.9x2.9 WWF REF. ELEV. (E) F6.0 r=4 ( _ e ■ NEW 4" SLAB ON GRADE REINFORCED w/ 12x12 2.9x2.9 WWF ■ MAXIMUM SPACING & LOCATION PER FDN. PLAN SLAB PER PLAN --X R�-- - Qx x-4 III— III —III— 12 x 12 W2.9/W2.9 W.W.M. CENTER IN SLAB MAXIMUM SPACING & LOCATION PER FDN. PLAN SLAB PER PLAN . x x x - x alt -�—x . r� .x -1W- ti, I II— III —III— — III — III — II III =III =III= 12 x 12 W2.9/W2.9 W.W.M. CENTER IN SLAB 2" DP. x 8" SAWN JOINT • X-4= NOTE: 1.) SEE ARCH. DTLS. FOR SPECIAL JOINT FINISH. 2.) SOIL SUBGRADE PER SOILS REPORT. SHRINKAGE JOINT (S.J.) NOTE: 1.) SEE ARCH. DTLS. FOR SPECIAL JOINT FINISH. 2.) SOIL SUBGRADE PER SOILS REPORT. X f, X I 1 1 —III -1 1 1— Ill 3 " = 1' -0" 2 "0 x 3' -0" PLAIN BAR ® 24 "o /c CUT ONE END w/o FLARE & GREASE SAME END lilllllilllllilll CONSTRUCTION JOINT (C.J.) i " = 1' - BOND BM. w/2 #4 CONT. (BOND BM. TOP ® ELEV. 0' -0" FINISH HIGH SIDE GRADE PER ARCH. -9 III III = I III= III =III= 111 =III EQ. C.M.U. 2' -8" EQ. LAP 30" MIN. M 0 0 2 J U e 30' -0" NOTES: 8" = 1' -O" 1. TOP OF SLAB ON GRADE IS AT DATUM ELEVATION (0' -0'1, (U.N.O.) 2. TOP OF FOOTING ELEVATIONS INDICATED THUS: ( '- "). 3. CENTER FOOTINGS ON WALLS OR COLUMNS, (U.N.O.) 4. SEE SHEET S2.1 FOR TYP. FRAMING DTLS. (U.N.O.) 5.) WHERE BEARING WALLS SUPPORT JOISTS, PLACE THE STUDS DIRECTLY BELOW JOISTS. SEAT STUD WEBS TIGHT TO WEB OF TOP & BOT. TRACKS, TYP. 6.) X- BRACES SHOWN THUS: " & NOTED AS 0 ARE PER ELEVATION F -2.1 & WALL BRACING SCHEDULE. SECTION 30'-0" FOUNDATION PLAN I ®1iI I01 I III III III— III =II M_ -- VOR ELS TO MATCH STL. (ALT. HOOKS) SCREEN WALL 2 #4 H. CONT. TOP 8" C.M.U. w / #5 32 "o /c VERT. ® Q. & 2 #4 ® 4' -0 "o /c MAX. HORIZ. IN BOND BMS. w /TOP OF ONE BOND SLAB ELEV. 2' -6" #4 1 0 18 "o /c TOP EMBED 5" MIN. INTO C.M.U. WALL FINISHED LOW SIDE GRADE PER ARCH. SLAB ON GRADE PER PLAN 0 0 S er —J U A -1.1 i " = 1•-0" z 3 #5 CONT. TOP & BOT #4 © 18" o/c z d A-2.1 8 30'-0" C -2.1 ABBREVIATIONS ARCH. B. OR BOT. BTWN. BLDG. C. I .P. CLR. CNTR. CON. CONT. CONTR. DIA. EA. EL. OR E.N.W. E.F. E.W. F.Q.C. F.O.P. F.O.S. F.O.W. FTG. H. OR HORIZ. I.F. INC. KB L.L.H. L.L.V. ELEV. OR ENW = ARCHITECT = BOTTOM = BETWEEN = BUILDING = CAST IN PLACE = CLEAR = CENTER = CONCRETE = CONTINUOUS = CONTRACTOR = DIAMETER = EACH = ELEVATION = ENGINEERS NORTHWEST = EACH FACE = EACH WAY = FACE OF CONCRETE = FACE OF PLYWOOD = FACE OF STUD = FACE OF WALL = FOOTING = HORIZONTAL = INSIDE FACE = INCLUDING = KWIK BOLT = LONG LEG HORIZONTAL = LONG LEG VERTICAL N M.A.S. = MASONRY (CLAY OR CMU) M.R.S = METAL ROOF SUPPLIER N.F. = NEAR N.T.S. = NOT TO SCALE O.F. = OUTSIDE FACE OPNG. = OPENING O.T.O. = OUT TO OUT PNL. = PANEL REINF. = REINFORCING R.O. = ROUGH OPENING SW = SHEARWALL SIM. = SIMILAR SYMM. = SYMMETRICAL T. = TOP T.O.F. = TOP OF FOOTING T.S. = TUBE STEEL TYP. = TYPICAL AT ALL SIMILAR PLACES U.N.O. = UNLESS NOTED OTHERWISE V. OR VERT. = VERTICAL V.I.F. = VERTICAL INSIDE V.O.F. = VERTICAL OUTSIDE FACE W/ = WITH GENERAL NOTES THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE CODE: UNIFORM BUILDING CODE -- 2006 IBC - ASTM'S LATEST EDITION LIVE LOADS ROOF 25 PSF (DRIFTING SNOW BASED ON 20 PSF GROUND SNOW) WIND 85 MPH, EXPOSURE B, IMPORTANCE FACTOR 1.0 SEISMIC Ss = 1.359, S1 = 0.469, Ie = 1, SITE CLASS "D" SDC = "D ", Sds = 0.906 Sd1 = 0.479 EQUIVALENT LATERAL FORCE PROCEDURE USED. OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PREOVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACOTR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SOT HE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. FOUNDATION THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 1000 PSF IN ACCORDANCE WITH SOILS REPORT #2003001 DATED 2 -19 -03 PREPARED BY BERQUIST ENGINEERING SERVICES, INC. PREPARE THE SITE PER SOILS ENGINEER'S RECOMMENDATIONS. BEAR ALL FOOTINGS AND SLABS ON PROPERLY PREPARED NATIVE SOILS OR ON COMPACTED STRUCTURAL FILL, SEE SOILS REPORT. COMPACT ALL STRUCTURAL FILL AND BACKFILL PER SOILS ENGINEER'S RECOMMENDATIONS. DETERMINE MAXIMUM DENSITY BY ASTM D -1557. EXTEND ALL EXTERIOR FOOTINGS 18" MIN. BELOW FINAL FINISHED GRADE. SEE ARCH. AND SOILS REPORT FOR SLAB ON GRADE UNDERLAYMENT. CAST -IN- PLACE - CONCRETE F'c = 3000 PSI FOR ALL CAST -IN- PLACE - CONCRETE. ULTIMATE STRENGTH DESIGN METHOD USED. CONCRETE MAY BE PROPORTIONED ON THE BASIS OF FIELD EXPERIENCE AND TRIAL MIXTURES AS DESCRIBED IN CODE. SUBMIT MIX DESIGN AND DATA AS REQUIRED FOR EACH METHOD. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE UBC AND ACI CODE 318. PROPORTION AGGREGATE TO CEMENT TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. SEE SPECIFICATIONS FOR ADMIXTURES. PROVIDE 5% + 1 -1/2% TOTAL AIR CONTENT FOR CONCRETE EXPOSED TO FREEZING AND THAWING EXPOSURES. LIMIT WATER - CEMENT RATIO TO .45 AND USE TYPE V CEMENT WHERE CONCRETE IS EXPOSED TO SOIL CONTAINING WATER SOLUBLE SULFATE IN EXCESS OF .2 %. ADD NO WATER AT SITE. WATER REDUCING OR SUPERPLASTICIZING ADMIXTURES MAY BE USED TO INCREASE WORKABILITY WITHOUT INCREASING WATER - CEMENT RATIO OF DESIGN MIX SUBMITTAL. SEE SPECIFICATIONS FOR CURING 3/4" CHAMFER ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. REINFORCING STEEL USE DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTM A615, GRADE 60 (fy= 60,000 psi). LAP CONTINUOUS REINFORCING BARS 36 BAR DIAMETERS, 2' -0" MINIMUM, UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS (2' -0" MIN. BEND) FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS EXCEPT STIRRUPS AND TIES SHALL HAVE 135 DEGREE ACI SEISMIC HOOKS. COVER TO REINFORCEMENT: NONPRESTRESSED CAST -IN -PLACE CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO FORMED SURFACES EXPOSED TO EARTH OR WEATHER NOT EXPOSED TO WEATHER OR IN CONTACT SLABS, WALLS, JOISTS (INCHES) EARTH 3 #6 AND LARGER 2 #5 AND SMALLER 1 -1/2 WITH GROUND 14 AND LARGER 1 -1/2 #11 AND SMALLER 3/4 BEAMS, COLUMNS PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1 -1/2 LIGHT GAGE STEEL (SEE DRAWING S2.1) ROOF DECKING ROOF DECKING TO BE 1 -1/2 22 GAGE TYPE B ROOF DECK WITH ASTM A446, GRADE A. CONNECT TO SUPPORTS WITH 5 #12 TEKS SCREWS PER SHEET ACROSS EACH SUPPORT AND 12" o/c AT SUPPORTS PARALLEL TO SPAN U.N.O. INSPECTIONS INSPECTIONS ARE TO TESTING LAB. FOUNDATION: CONCRETE: REINFORCING: CONC. EXPANSION & MASONRY ANCHORS & DRILLED IN DOWELS: WELDING: BE PER UBC CHAPTER 17 AND ARE TO BE BY AN INDEPENDENT INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS. TAKE CONCRETE CYLINDERS AS REQUIRED BY CODE VERIFY SLUMP STRENGTH, AIR CONTENT, PLACEMENT OF CONNECTIONS AND ANCHOR BOLTS. VERIFY THAT ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE, GRADE, AND SPACING. COPY OF ICBO REPORT FOR ANCHORS OR ADHESIVE SYSTEM USED MUST BE AVAILABLE AT JOB SITE. VERIFY ANCHORS OR ADHESIVE SYSTEM INSTALLATION IS IN ACCORDANCE WITH REPORT. PER AWS, SECTION 6. INCLUDES WELDING OF REINFORCING AND DECK. INSPECT THE FOLLOWING PRIOR TO WELDING: PERSONNEL QUALIFICATIONS, WELDING PROCEDURES, WELDING EQUIPMENT, WELDING CONSUMABLES, BASE METAL QUALITY, JOINT PREPARATION AND FIT -UP, PREHEAT, WELDING CONDITIONS. DURING WELDING INSPECT THE FOLLOWING: TACK WELD QUALITY, WELD PROCEDURES, INTERPASS TEMPERATURES, CONSUMABLE CONTROLS, INTERPASS CLEANING, VISUAL INSPECTION, NDT, IF REQUIRED. AFTER WELDING INSPECT THE FOLLOWING, IF REQUIRED: CONFORMITY TO PLANS AND SPECIFICATIONS, CLEANING, VISUAL INSPECTION, NDT, REPAIRS INSPECTION, POST WELD HEAT TREATMENT, DOCUMENTATION. NDT IS REQUIRED FOR ALL COMPLETE PENETRATION WELDS - SHOP & FIELD. VISUAL INSPECTION IS REQUIRED FOR ALL OTHER FIELD WELDS. SHOP DRAWINGS SUBMIT 2 SETS OF PRINTS AND 1 SET OF REPRODUCIBLE SEPIAS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: CONCRETE MIX, STRUCTURAL STEEL, MISCELLANEOUS STEEL, REINFORCING STEEL AND JOISTS. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS... ". SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR APPROVAL PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY THE SUPPLIER OF THAT EQUIPMENT. IF THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL REGARDING THE DESIGN OF THESE DETAILS, IT WILL BE THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. REVISION bo8 3 RECEIVED CITY OF TUKWILA DEC' 2 3 2008 PERMIT CENTER vi ra a w co In o,I Ia) 2 z E c to co i 0 w • z a CO W F- 0 Lt.! w C Q z 0 z w w z � O L L C3 va ON JOB NO: 02116005 ENGINEER: A.TUCKER DRAWN: D.G. DATE: SHEET NO: 06 -13 -2C S1.1, Sports Complex FOUNDATION 31VC1 10 -20 -08 I 12 -18 -08 DATE: 06 -13 -2008 SHEET NO: S1.1 REVISION AS NOTED AS NOTED 'ON as JOB NO: 02116005 ENGINEER: A.TUCKER DRAWN: D.G. DATE: 06 -13 -2008 SHEET NO: S1.1 DOUBLE BOX JOIST ' IA 2- 8x2x16GA ® r STRAP INTERSECTIONS E -2.2 r 1- 6 1 ' - 7 2.2 HDR F -2.2 I B -2.2 VERIFY JOIST "x12GA. FIELD 3O' -0" OW- 30' -0" ROOF FRAMING PLAN NOTES: g" = 1' -0" 1,) [ '— "] INDICATES TOP OF FRAMING ELEVATION (BOTTOM OF DECKING ) ABOVE DATUM. 2. < '- "> INDICATES TOP OF PARAPET ELEVATION ABOVE DATUM. 3, CONTRACTOR AND TRUSS SUPPLIER TO VERIFY M/U WEIGHTS AND LOCATIONS. 4. SEE SHEET S2.2 FOR TYP, FRAMING DTLS. (U.N.O.) 5. PROVIDE JOIST BLOCKING /BRACING PER SHT S2.2. SEE "JOIST BRACING SCHEDULE" SHT. S2.2 ROOF BRACING PLAN — 30' -0" F -2.2 DOUBLE BOX JOIST 2- 8x2x16GA STRAP INTERSECTIONS 2" x 16GA. JOIST BRACING STRAP BOT TYP. N CV 6 "x14 GA. TYP. CONT. FLAT STRAP BRACING. (DO NOT SPLICE) 14 GA. GUSSET W/ #12 SCREWS INDICATES NO. OF CONNECTION SCREWS 12 "x1 ix20 GA. JOIST ® 24" O.C. 6 "x14 GA. TYP. CONT. FLAT STRAP BRACING. (DO NOT SPLICE) STANDING SEAM METAL ROOF PER ARCH. MATCH EXIST. /E ON NOa 1)08 32-13 COMP L NOE Womb Jan C 7 PM RECEIVED CITY OF TUKWILA DEC 2 3 2008 PERMIT CENTER w w z 0 C) z LL LL O O I— z w z = o N o Starfire Sports Complex -- N ■�/ N ` •✓ N, .� N..� N .___ , .✓ , ____- ...__ - , , , FRAMING PROPERTIES ITEM CALLOUT MINIMUM THICKNESS MINIMUM PROPERTIES * APPROVED SUPPLIERS & THEIR CALLOUT FOR THESE ITEMS Fy(k.s.i.) I(in. S(in. A(in. ry --,. .45 SSMA ICB04943 12" ROOF SUPPORT JOISTS ** 16 .0566 50 26.96 4.49 1.57 12" x 1 x 12GA. $ �1N 1200S162 - 97 (50ksi) SUPPORT JOISTS ** 8" ROOF A, 50 6.57 1.47 0.72 .70 800S200 - 54 (50ksi) 8" x 2" x 16GA, ,tic, z 12" ROOF TRACK ** 12" x 1 i" x 16GA. NOW 50 13.11 1.36 0.82 .27 1200T125 - 54 (50ksi) 8" ROOF TRACK ** 8" x 1*" x 16GA. 50 4.74 1.16 0.59 .31 800T125 - 54 (50ksi) C8 HEADERS ** (TYP. U.N.O.) 50 14.18 3.51 1.67 (2)800S162 - 68 (50ksi) (2) 8" x 1$" x14GA. - ,- - iN m WALL TOP TRACK ** (U.N.O.) 6" x 1-, " x 16GA. [ 50 2.22 0.65 0.48 0.33 600T125 - 54 (50ksi) WALL BOT. TRACK ** (U.N.O.) 6 "x 1-1-." x 14GA. C 33 2.96 0.91 0,48 0,33 600T125 - 54 (33ksi) WALL STUDS 6" x 18" x 16GA. CT2 "MIN. 50 2.86 0.92 0.55 0.57 6005162 - 54 (50ksi) 11" x 18GA. BRACING /BLKG. STRAPS (HORIZ. IN WALLS) 11" WIDE x 18GA. FLAT STRAP ALT. 1i" x 16GA. C.R.C. SCREWS (MTL. TO MTL.) P8 #8-18 x 1" HWH #2 OR HILTI (G.W.B. TO MTL.) #10 -24 x 12" PWH #3 HILTI WALL & BOTTOM TRACK ANCHORS 2" DIA. HILTI KB3 EMBED 44 MIN. HILTI I.C.B.O. 2388 THICKNESS OF STEEL COMPONENTS 1 GAUGE DESIGN THICKNESS MINIMUM THICKNESS 22 .0283 .0269 20 .0346 .0329 18 .0451 .0428 16 .0566 .0538 14 .0713 .0677 HOLDOWN SCHEDULE HOLDOWN ANCHORS SCREWS SIMPSON S /LTT20 3 ALL - THREADED EMBEDDED 0 INTO HILTI HIT HY -150 ADHESIVE 8 #10 SIMPSON S /HTT14 1'V ALL- THREADED EMBEDDED INTO HILTI HIT HY -150 ADHESIVE 14 #10 WALL BRACING SCHEDULE MARK STRAP 50 k,s.i. HOEDOWN NUMBER OF #8 SCREWS GUSSET TO GUSSET TO GUSSET TO O 3" x 16GA. S /HTT14 16 18 20 ® 4" x 16GA. S /HTT14 19 18 26 JOB NO: 02116005 ENGINEER: A.TUCKER i DATE: 06 -13 -2008 SHEET NO: S2.1 JOB NO: 02116005 ENGINEER: A.TUCKER DRAWN: D.G. DATE: 06 -13 -2008 SHEET NO: S2.1 cD c v = v N 00 N- i N v 0 r- N co l U a� N c c 4- I T N I t a 0 0 0 N 0 co N 0 N Q) N 0 0 N J (PER PLAN) 1 FINISH PER ARCH. 2 - #4 CONT. CRC OR STRAP PER SCHEDULE 1" DIA ANCHORS 24 "o /c MAX. & 6" MAX. FROM EA. END OF TRACK, (U.N.O.) 1 111 1 - � 111=111=111= 0 0 1 0 1 rq, c r rm. 8" SECTION L4x CONT,(LLV) w /t" o HILTI KB3 t� 24 "o /c & 6" FROM ENDS (EMBED 4 ") EXIST. WALLS SECTION PER PLAN 6x1- x 16GA. STEEL STUDS © 24 "o /c 14GA. CONT. TRACK w/ i".73 v1 A. BOLTS CO 24 "o /c (EMBED 8 ") 1? 22 GA "B" DECK #4 0 12 "o /c 2 - #5 CONT. A -2.1 3” = 1' -0 E -2.1 1 " - 1' -0" 4 - • TRACK BLOCKING TO MATCH STUDS, PLACE ® 10' -0 "o /c MAX. ALONG WALL & ® EACH END OF WALL BEND UP 4" EA. END. 4 SCREWS TO STRAP EA. BLOCK STUDS ® 24 "o /c PLACE ONE STUD MIN. DIRECTLY BELOW EACH JOIST. BOT. TRACK PER SCHEDULE USE (2) SCREWS FROM EACH TRACK FLANGE TO STUD FLANGES TYP. TOP & BOT. NOTE: SEAT STUD WEB TIGHT TO TRACK WEB © TOP & BOT. OF STUDS TYPICAL WALL, BLOCKING & STRAP DETAIL STRAP BLOCKING IS REQUIRED ONLY IF STUDS ARE SHEATHED ONE SIDE ONLY. CRC MY BE USED IN PLACE OF THE STRAP BLOCKING. EXIST 12" CONC WALL 16GA. GUSSET R_ SIZE DETERMINED BY NUMBER OF SCREWS SEE SCHEDULE HOLD 16" EA. END HOLDOWN PER SCHED. EA. END SEE DTL. FINISH PER ARCH. 6x11x16GA. STEEL STUDS © 24 "o /c 1 4GA. CONT. TRACK w/ "0 HILTI j<B3 ® 24 "o /c (EMBED 4 ") SECTION B -2.1 '0 HILTI KB3 ® 24 "o /c-- ` EXTEND TO ADJACENT WALL UNLESS BRACE LENGTH THIS CALLED OUT ON PLAN 3” = 1 -0 "X" BRACED SHEAR WALL ELEV. TYP. NOTES: 1.) BRACES MUST BE TIGHT & STRAIGHT. NO SLACK ALLOWED BTWN. STUDS. ELEVATION F -2.1 N.T.S. Q. OF STRAP TO INTERSECTION OF DBL. STUD & TOP TRACK TYP, T. & B. PER PLAN RIM JOIST OR TRACK STU D WALL TYP. HOLDOWN PER SCHED. EA. END SEE DTL. "f-f" EXIST. 8" CMU WALL o' -o "I SIMPSON HOLDOWN, ANCHORS & SCREWS PER SCHEDULE DETAIL "f -f" SEE SCHEDULE FOR LOCATIONS 1 i" = 1' -0" 1 UNCOATED STEEL THICKNESS. THICKNESS IS FOR CARBON SHEET STEEL, 2 MINIMUM THICKNESS REPRESENTS 95% OF DESIGN THICKNESS AND IS THE MINIMUM ACCEPTABLE THICKNESS DELIVERED TO THE JOB SITE BASED ON SECTION A3.4 OF THE 1986 A.I.S.I. CODE. 1.) SCREWS MUST BE PLACED AT LEAST 4" APART AND MUST BE 4" FROM EDGE OR END OF ALL METAL PIECES. 1111 1141 ., I 1 •1 DOUBLE STUDS TYP. © HOLD DOWN SECTION C -2.1 4 ADD # ® 24 "o /c TYP. ®q (LAP 18" MIN.) w/ HILTI HY -150 ADHESIVE 4" SLAB REINF, PER PLAN MATCH EXIST. SUBGRADE PER SOILS ENGINEER RECOMMENDATION 0 ID SECTION D -2.1 10" 11" TYP. R -1-" w/4 -4„gt HILTI KB TZ 44 EMBED NEW SLAB FTG SIZE & REINF. PER SCHEDULE NOTES * SUBSTITUTION OF OTHER SUPPLIERS FOR THESE ITEMS NOT ALLOWED. ** THESE JOIST & TRACK MEMBERS TO BE UNPUNCHED. EXIST. SLAB 3" = 1 - COL. PER PLAN. 1' -6" BLOCKOUT SLAB PER PLAN. SECTION G -2.1 EXIST. COLD JT OR SAW CUT & REMOVE AS REQ'D REVSON 1)08 EXIST FNDN TO REMAIN rum COMP' o.i k Kt JAN 0 7 2009 Of Tukwila NG DIVISION RECEIVED CITY OF TUKWILA DEC 2 3 1005 PERMIT CENTER C�7 a J Q 0 z O W Z w z � 0 JOIST BRACING SCHEDULE JOIST SPAN TOP AND BOTTOM FLANGE BRACING UP TO AND INCLUDING 10' NONE 10' UP TO AND INCLUDING 14' ONE ROW AT MID -SPAN 14' UP TO AND INCLUDING 18' TWO ROWS AT THIRD SPANS 18' UP TO AND INCLUDING 28' THREE ROWS AT QUARTERS SPANS aiv0 10 -20 -08 12 -18 -08 A.TUCKER DRAWN: D.G. DATE: REVISION AS NOTED AS NOTED `ON K JOB NO: 02116005 ENGINEER: A.TUCKER DRAWN: D.G. DATE: 06 -13 -2008 SHEET NO: S2.2 Co SSMR PER PLAN. EXIST MBS WALL 2 #8 -20 SCREWS EA. STUD SECTION BEARING HEADER PER SCHEDULE LAP JOIST SINGLE WINDOW SILL TRACK 16GA. HEADER 16 GA CONT. TRACK 3"x1 0 "X2OGA ©24" 0.C. JOIST PER PLAN. FULL DEPTH 16GA BLKG BTWN JOIST BEAM PER PLAN F -2.2 ROOF JOISTS PER PLAN In — V 4 — CLIP FLANGES OFF & LAP TOP TRACKS TYP. 3 SCREWS MIN. JOIST TO BEAM SSMR DECK 16 ' o /c & BOT. © HEADER ON HEADERS COPE OUT FLANGES SO WEBS LAP 1i" MIN. w /JAMB STUDS & SCREW WEBS w/8 SCREWS TO STUDS JAMB STUD TYP. (2) CRIPPLE STUD © C8 HEADERS NO CRIPPLE STUD OCCURS NON- BEARING HEADER. TYPICAL HEADER DETAIL HEADERS NOTED ON THE PLAN AS "HDR." ARE BEARING HEADERS & ARE NOTED IN THE PARTS SCHEDULE SHEET S2.1. HEADERS RUNNING PARALLEL TO THE JOISTS ARE NON- BEARING (U.N.O.) EXIST. BLDG. i" STIFF R EA SIDE. R "a-10" w/ "so BOLTS ® 2i GA WALL PER SECT. F -2.2, TY - � 16 GA BLKG BTWN JOIST SEE TYP. BLKG. DTL. FOR ANGLES PER PLAN PER ARCH 16GA. TRACK (U.N.O.) BLKG. REQ'D. AT CONT. JOISTS. PROVIDE 2" x 2" x 20GA. ANGLE E.E. w/3 SCREWS PER LEG TYP. ROOF JOIST PER PLAN (MAX. JOIST SPACING = 24 "o /c) SSMR DECK PER ARCH FASTEN TO FRAMING w/ SCREWS PER ARCH SSMR PER ARCH. JOIST PER PLAN. BLKG BTWN JOIST BEAM PER PLAN. V 4 COL. PER PLAN SECTION 2 #8 -20 SCREWS 0 EA. STUD 6 "x 1 e "X2OGA ® 24" O.C. 16 GA CONT. TRACK G -2.2 ," — 1' -0» 4 — 2 #8 -20 SCREWS C© EA. STUD EXTERIOR & INT. FINISH PER ARCH ROOF JOISTS PER PLAN TOP TRACK TYP. CONTINUOUS BETWEEN ADJACENT PERPENDICULAR WALLS BLOCKING NOT SHOWN HERE FOR CLARITY TYPICAL JOIST OVER BRG WALL "ONLY" SSMR DECK EXIST. M.B.S. PURLIN & GUTTER 31 "x11 "x20 GA BRACING ® 2' -0" O.C. STUDS PER SCHEDULE SECTION C-2.2 1 16GA CONT. TRACK GUTTER PER ARCH. EXIST. SSMR #10 SCREWS ® 6 "o /c 2 - #8 SCREWS EA STUD. EXTERIOR & INT. FINISH PER ARCH SCREWS CAD 3 "o /c TO ALL BLKG. PANELS THRU TOP & BOT. STRAPS CONT. STRAPS TOP Sc BOT. OF ROOF JOISTS ® LOCATIONS PER "JOIST BRACING SCHEDULE ". LAP STRAPS 24" MIN. w/2 ROWS SCREWS PER LAP) SEE OW E BELOW TYPICAL LIGHT GAGE FRAMING DETAILS K -2.2 a l EXIST. MBS PURLIN L2x2x20GA. w/4 #8 EACH END SSMR PER ARCH. 16 GA BLKG EA STUD JOIST PER PLAN STUDS PER SCHEDULE SCREWS CO 16 "o /c TO ALL WALL TRACKS SCREWS © EA. / Q �4 ROOF JOIST T. & B. TYP. EXIST MBS PURLIN PER PLAN 16 GA CONT. TRACK 16 GA CONT. TRACK 6 "x1 1 "x18 GA STUD © 2' -0" O.C. I SECTION 200A. 2" x 2" ANGLE x ROOF JOIST DEPTH LESS 1" w /(3) SCREWS EA. FACE TYP. (U.N.O.) SOLID BLOCKING END TWO ROOF JOIST SPACES @ EA. STRAP RUN, SAME GAUGE & SIZE AS ROOF JOISTS. PROVIDE TWO SPACES OF SOLID BLKG. ® EA. END OF JOIST RUN & 20' -0 "o /c MAX. BETWEEN TYPICAL JOIST BLOCKING & STRAP DETAIL ROOF JOIST BLOCKING WHERE NOTED ON PLANS. THE TOP STRAP NOT REQ'D. IF DECKING IS APPLIED TO TOP OF JOIST. THE BOTTOM STRAP IS NOT REQ'D. IF G.W.B. IS APPLIED TO BOTTOM OF JOIST. SSMR DECK JOIST PER PLAN 18 GA SHEATHING THIS FACE w/ # SCREWS © 4 "O.C. 16 GA TRACK BLKG BTWN EXIST PURLINS EXIST. MBS BEAM PER PLAN D -2.2 3 " = 1' -O 4 STRAP 4x16GAx3' -6" w/ 18 - #8 SCREWS EA END. EQ BEAM PER PLAN. R 1 "x5 "x0' -7" w/ 271"0 BOLTS © / 2 "GA HSS COL. PER PLAN. STUD PER SCHEDULE ALIGN w /JOIST. 6x1 $x18GA BRACNG CO 48" 0.C. 16 GA CONT. TRACK EQ STUDS PER SCHEDULE REVISION N 1)08 SECTION E -2.2 CONT. 16GA TRACK JOIST PER PLAN ALIGN w /STUD NOTE: 1.) FOR ALTERNATE TO STRAP BRACING USE 12" CRC ON TOP OF JOIST. FASTEN TO EA. JOIST w/2 SCREWS. 2.) SPACE BRACING AS NOTED ABOVE EXCEPT WHEN NOTED OTHERWISE ON PLANS. SSMR DECK JOIST PER PLAN 16 GA CONT. TRACK CONT. 6x16GA TOP TRACK "NO SPLICE" 16GA STRAP PER PLAN & SCHEDULE. liCvgrL sip E COMP L CE st x jT Tukwiia NG DIVISION RECEIVED CITY OF TUKWILA DEC 2 3 2008 PERMIT CENTER PP JAM C 7 763 p-; CO -4 CO 1.4 CO CO Io Z `n o CO I T w z � al C/2 z cfl co m J a z w z � (n Sports Complex Tukwillia, WA JOB NO: 02116005 ENGINEER: A.TUCKER DRAWN: D.G. DATE: 06- -2008 SHEET NO: S1.1 q JOB NO: 02116005 ENGINEER: A.TUCKER DRAWN: D.G. DATE: 06- -2008 SHEET NO: S1.1 S.J. IT III III 30' -O" W 4" LAB ON GRADE EINFORCED w/ 12x12 2.9x2.9 WWF J INFILL EXIST `) I OPENING M 30' -0" C 2 9 HDE r -J .'11 L. 30' -0" r EXIST 4" SLAB ON GRADE REINFORCED w/ 12x12 2.9x2.9 WWF REF. ELEV. 1 D' -0 " 1 FOUNDATION PLAN 30' -0" ROOF FRAMING PLAN '-4") r a 1 -2,1 A-2.1 O� U NOTES: g" = 1' -0" 1) [ '- "1 INDICATES TOP OF FRAMING ELEVATION (BOTTOM OF DECKING ) ABOVE DATUM. 2. < '- "> INDICATES TOP OF PARAPET ELEVATION ABOVE DATUM. 3. CONTRACTOR AND TRUSS SUPPLIER TO VERIFY M/U WEIGHTS AND LOCATIONS. 4. SEE SHEET S2.2 FOR TYP. FRAMING DTLS. (U.N.O.) 5. PROVIDE JOIST BLOCKING /BRACING PER SHT S2.2. SEE "JOIST BRACING SCHEDULE" SHT. S2.2 30' -0" NEW 4" SLAB ON GRADE REINFORCED w/ 12x12 2.9x2.9 WWF C -2.1 30' -0" S.J. S.J. S.J. S.J. NOTES: $" = 1' -0" 1. TOP OF SLAB ON GRADE IS AT DATUM ELEVATION 10' -0l, (U.N.O.) 2. TOP OF FOOTING ELEVATIONS INDICATED THUS: ( '- "). 3. CENTER FOOTINGS ON WALLS OR COLUMNS, (U.N.O.) 4.) SEE SHEET S2.1 FOR TYP. FRAMING DTLS. (U.N.O.) 5.) WHERE BEARING WALLS SUPPORT JOISTS, PLACE THE STUDS DIRECTLY BELOW JOISTS. SEAT STUD WEBS TIGHT TO WEB OF TOP & BOT. TRACKS, TYP. 6.) X- BRACES SHOWN THUS: >-< & NOTED AS 0 ARE PER ELEVATION F -2.1 & WALL BRACING SCHEDULE. C0 F -2.1 -2.2 I 1 FT-2.11 N) N N N 2" x 16GA. JOIST BRACING STRAP BOT TYP. GENERAL NOTES THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE CODE: WN=I PORMEIDU ~EI N4-6 /EE -- 2006 IBC - ASTM 'S LATEST EDITION � LIVE LOADS 5O t tot) r�t. " 'gam Go es guilt t ROOF 25 PSF (DRIFTING SNOW BASED ON 20 PSF GROUND SNOW)C ADO(, i Pe/ WIND 85 MPH, EXPOSURE B, IMPORTANCE FACTOR 1.0 SEISMIC Ss = 1.359, S1 = 0.469, le = 1, SITE CLASS "D" SDC = "D ", Sds = 0.906 Sdl = 0.479 EQUIVALENT LATERAL FORCE PROCEDURE USED. OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PREOVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACOTR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SOT HE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. FOUNDATION THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 1000 PSF IN ACCORDANCE WITH SOILS REPORT #2003001 DATED 2 -19 -03 PREPARED BY BERQUIST ENGINEERING SERVICES, INC. PREPARE THE SITE PER SOILS ENGINEER'S RECOMMENDATIONS. BEAR ALL FOOTINGS AND SLABS ON PROPERLY PREPARED NATIVE SOILS OR ON COMPACTED STRUCTURAL FILL, SEE SOILS REPORT. COMPACT ALL STRUCTURAL FILL AND BACKFILL PER SOILS ENGINEER'S RECOMMENDATIONS. DETERMINE MAXIMUM DENSITY BY ASTM D -1557. EXTEND ALL EXTERIOR FOOTINGS 18" MIN. BELOW FINAL FINISHED GRADE. SEE ARCH. AND SOILS REPORT FOR SLAB ON GRADE UNDERLAYMENT. CAST -IN- PLACE- CONCRETE F'c = 3000 PSI FOR ALL CAST -IN- PLACE - CONCRETE. ULTIMATE STRENGTH DESIGN METHOD USED. CONCRETE MAY BE PROPORTIONED ON THE BASIS OF FIELD EXPERIENCE AND TRIAL MIXTURES AS DESCRIBED IN CODE. SUBMIT MIX DESIGN AND DATA AS REQUIRED FOR EACH METHOD. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE UBC AND ACI CODE 318. PROPORTION AGGREGATE TO CEMENT TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. SEE SPECIFICATIONS FOR ADMIXTURES. PROVIDE 5% + 1 -1/2% TOTAL AIR CONTENT FOR CONCRETE EXPOSED TO FREEZING AND THAWING EXPOSURES. LIMIT WATER - CEMENT RATIO TO .45 AND USE TYPE V CEMENT WHERE CONCRETE IS EXPOSED TO SOIL CONTAINING WATER SOLUBLE SULFATE IN EXCESS OF .2 %. ADD NO WATER AT SITE. WATER REDUCING OR SUPERPLASTICIZING ADMIXTURES MAY BE USED TO INCREASE WORKABILITY WITHOUT INCREASING WATER - CEMENT RATIO OF DESIGN MIX SUBMITTAL. SEE SPECIFICATIONS FOR CURING 3/4" CHAMFER ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. REINFORCING STEEL USE DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTM A615, GRADE 60 (fy= 60,000 psi). LAP CONTINUOUS REINFORCING BARS 36 BAR DIAMETERS, 2' -0" MINIMUM, UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS (2' -0" MIN. BEND) FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS EXCEPT STIRRUPS AND TIES SHALL HAVE 135 DEGREE ACI SEISMIC HOOKS. COVER TO REINFORCEMENT: NONPRESTRESSED CAST -IN -PLACE CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH FORMED SURFACES EXPOSED TO EARTH OR WEATHER NOT EXPOSED TO WEATHER OR IN CONTACT SLABS, WALLS, JOISTS BEAMS, COLUMNS PRIMARY REINFORCEMENT, LIGHT GAGE STEEL (SEE DRAWING 52.1) ROOF DECKING ROOF DECKING TO BE 1 -1/2 22 GAGE TYPE B ROOF DECK WITH ASTM A446, GRADE A. CONNECT TO SUPPORTS WITH 5 #12 TEKS SCREWS PER SHEET ACROSS EACH SUPPORT AND 12" o/c AT SUPPORTS PARALLEL TO SPAN U.N.O. (INCHES) 3 #6 AND LARGER 2 #5 AND SMALLER 1 -1/2 WITH GROUND 14 AND LARGER 1 -1/2 #11 AND SMALLER 3/4 TIES, STIRRUPS, SPIRALS 1 -1/2 INSPECTIONS INSPECTIONS ARE TO TESTING LAB. FOUNDATION: CONCRETE: REINFORCING: CONC. EXPANSION & MASONRY ANCHORS & DRILLED IN DOWELS: WELDING: SHOP DRAWINGS SUBMIT 2 SETS OF PRINTS AND 1 SET OF REPRODUCIBLE SEPIAS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: CONCRETE MIX, STRUCTURAL STEEL, MISCELLANEOUS STEEL, REINFORCING STEEL AND JOISTS. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS... ". SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR APPROVAL PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY THE SUPPLIER OF THAT EQUIPMENT. IF THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL REGARDING THE DESIGN OF THESE DETAILS, IT WILL BE THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. ABBREVIATIONS ARCH. B. OR BOT. BTWN. BLDG. C.I.P. CLR. CNTR. CON. CONT. CONTR. DIA. EA. EL. OR ELEV. E.N.W. OR ENW E.F. E.W. F.O.C. F.O.P. F.O.S. F.O.W. FTG. H. OR HORIZ. I.F. INC. KB L.L.H. L.L.V. IL- 3x1x20 GA BLKG FOR ROOF DECK SUPPORT- / STANDING SEAM METAL ROOF - PER ELEXIS.I NEW HDR 2- 6x18X18 GA B/B - 4 "x14 GA. TYP. CONT. FLAT STRAP BRACING. (DO NOT SPLICE) EXIST M.B.S. METAL -- ROOF 12 "x1 8x20 GA. JOIST © 24" 0.0. 6 "x14 GA. TYP. CONT. FLAT STRAP BRACING. (DO NOT SPLICE) JOISTS STANDING SEAM METAL ROOF PER ARCH. MATCH EXIST. ROOF BRACING PLAN 14 GA. GUSSET R W/ #12 SCREWS ( iD INDICATES NO. OF CONNECTION SCREWS 1 4T ) BE PER•u2 CHAPTER 17 AND ARE TO BE BY AN INDEPENDENT = ARCHITECT = BOTTOM = BETWEEN = BUILDING = CAST IN PLACE = CLEAR = CENTER = CONCRETE = CONTINUOUS = CONTRACTOR = DIAMETER = EACH = ELEVATION = ENGINEERS NORTHWEST = EACH FACE = EACH WAY = FACE OF CONCRETE = FACE OF PLYWOOD = FACE OF STUD = FACE OF WALL = FOOTING = HORIZONTAL = INSIDE FACE = INCLUDING = KWIK BOLT = LONG LEG HORIZONTAL = LONG LEG VERTICAL M.A.S. M.R.S N.F. N.T.S. 0.F. OPNG. 0.T.O. PNL. REINF. R.O. SW SIM. SYMM. T. T.O.F. T.S. TYP. CODE COWL:JAKE_ APPROV bEC - 70 /15•ION DOS -3'13 INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS. TAKE CONCRETE CYLINDERS AS REQUIRED BY CODE, VERIFY SLUMP, STRENGTH, AIR CONTENT, PLACEMENT OF CONNECTIONS AND ANCHOR BOLTS. VERIFY THAT ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE, GRADE, AND SPACING. COPY OF ICBO REPORT FOR ANCHORS OR ADHESIVE SYSTEM USED MUST BE AVAILABLE AT JOB SITE. VERIFY ANCHORS OR ADHESIVE SYSTEM INSTALLATION IS IN ACCORDANCE WITH REPORT. PER AWS, SECTION 6. INCLUDES WELDING OF REINFORCING AND DECK. INSPECT THE FOLLOWING PRIOR TO WELDING: PERSONNEL QUALIFICATIONS, WELDING PROCEDURES, WELDING EQUIPMENT, WELDING CONSUMABLES, BASE METAL QUALITY, JOINT PREPARATION AND FIT -UP, PREHEAT, WELDING CONDITIONS. DURING WELDING INSPECT THE FOLLOWING: TACK WELD QUALITY, WELD PROCEDURES, INTERPASS TEMPERATURES, CONSUMABLE CONTROLS, INTERPASS CLEANING, VISUAL INSPECTION, NDT, IF REQUIRED. AFTER WELDING INSPECT THE FOLLOWING, IF REQUIRED: CONFORMITY TO PLANS AND SPECIFICATIONS, CLEANING, VISUAL INSPECTION, NDT, REPAIRS INSPECTION, POST WELD HEAT TREATMENT, DOCUMENTATION. NDT IS REQUIRED FOR ALL COMPLETE PENETRATION WELDS - SHOP & FIELD. VISUAL INSPECTION IS REQUIRED FOR ALL OTHER FIELD WELDS. = MASONRY (CLAY OR CMU) = METAL ROOF SUPPLIER = NEAR = NOT TO SCALE = OUTSIDE FACE = OPENING = OUT TO OUT = PANEL = REINFORCING = ROUGH OPENING = SHEARWALL = SIMILAR = SYMMETRICAL = TOP = TOP OF FOOTING = TUBE STEEL = TYPICAL AT ALL SIMILAR PLACES U.N.O. = UNLESS NOTED OTHERWISE V. OR VERT. = VERTICAL V.I.F. = VERTICAL INSIDE V.O.F. = VERTICAL OUTSIDE FACE W/ = WITH RECEIVED OCT 232 ; PERMIT CENTER Cf) LLI F-- 0 z J W z w 0 z 0 1 - z w w z : 0 • • 3 FRAMING PROPERTIES ITEM CALLOUT MINIMUM THICKNESS MINIMUM PROPERTIES * APPROVED SUPPLIERS & THEIR CALLOUT FOR THESE ITEMS Fy(k.s.i.) I(in. S(in. A(in. ry '� -,,,, .45 SSMA ICB04943 12" ROOF SUPPORT JOISTS ** 12" x 1 x 12GA. .0566 .0538 14 50 26.96 4.49 1.57 '` �� m 1200S162 - 97 (50ksi) 6" ROOF SUPPORT JOISTS ** 6" x 11" x 18GA. 33 2.31 0.76 0.44 .57 6005162 - 43 33ksi ) ( �iN Z 12" ROOF TRACK ** 12" x 1 " x 16GA. NOM. 50 13.11 1.36 0.82 .27 1200T125 - 54 (50ksi) 6" ROOF TRACK ** 6" x 1 ." x 160A. 50 2.22 0.65 0.48 .33 600T125 - 54 (50ksi) HEADERS ** YP. U.N.O.) (TYP. (T x (2) 8" 11" x180A. 33 9.26 2.31 1.07 ( 2)800S162 - 43 (33ksi) YS `r '� e � z WALL TOP TRACK ** (U.N.O.) 6" x 11" x 16GA. [ 50 2.22 0.65 0.48 0.33 600T125 - 54 (50ksi) WALL BOT. TRACK ** (U.N.O.) 6 "x 14" x 14GA. Ei 33 2.96 0.91 0.48 0.33 600T125 - 54 (33ksi) WALL STUDS 6" x 11" x 16GA. EP" "MIN. 50 2.86 0.92 0.55 0.57 600S162 - 54 (50ksi) 11" x 18GA. BRACING /BLKG. STRAPS (HORIZ. IN WALLS) 11" WIDE x 18GA. FLAT STRAP ALT. 11" x 16GA. C.R.C. SCREWS (MTL. TO MTL.) FP #8-18 1" HWH #2 OR H #2 HILTI (G W.B. MTL.) #10 -24 x 11" PWH #3 HILTI WALL & BOTTOM TRACK ANCHORS " DIA. HILTI KB3 EMBED 44" MIN. HILTI I.C.B.O. 2388 THICKNESS OF STEEL COMPONENTS 1 GAUGE DESIGN THICKNESS MINIMUM THICKNESS 22 .0283 .0269 20 .0346 .0329 18 .0451 .0428 16 .0566 .0538 14 .0713 .0677 HOLDOWN SCHEDULE HOLDOWN ANCHORS SCREWS SIMPSON S /LTT20�� ALL- THREADED EMBEDDED INTO HILTI HIT HY -150 ADHESIVE 8 #10 SIMPSON S /HTT14 g' ALL - THREADED EMBEDDED INTO HILTI HIT HY -150 ADHESIVE 14 #10 WALL BRACING SCHEDULE MARK STRAP (50 k.s.i.) HOLDOWN NUMBER OF SCREWS GUSSET TO T. & B. TRACK GUSSET TO DBL. STUDS GUSSET TO STRAP 0 3" x 16GA. S /HTT14 12 25 15 JOB NO: 02116005 ENGINEER: A.TUCKER DRAWN: D.C. DATE: 06- -2008 SHEET NO: S2.1 A (PER PLAN) FINISH PER ARCH. 2 - #4 CONT. RE �5 i DIA ANCHORS 4 o/c MAX. & 6" MAX. FROM EA. END OF TRACK, (U.N.O.) .--•� III - III -I I I - 0 J O 0 SECTION L4 3x* CONT.(LLV) w/1"0 HILTI KB3 C� 24 "o /c & 6" FROM ENDS (EMBED 4 ") SECTION 0 8 " EXIST. WALLS ' n PER PLAN 6x1- x 16GA. STEEL STUDS © 24 "o /c 14GA. CONT. TRACK w/ i"0 A. BOLTS ® 24 "o /c EMBED 8 ") 11" 22 GA "B" DECK #4 0 12 "o /c 2 - #5 CONT. A -2.1 311 = 1 -0 E -2.1 2 " - 1' -0" 4 - CRC OR STRAP PER SCHEDULE _i TRACK BLOCKING TO MATCH STUDS, PLACE 0 10' -0 "o /c MAX. ALONG WALL & CO EACH END OF WALL BEND UP 4" CO EA. END. 4 SCREWS TO STRAP EA. BLOCK STUDS ® 24 "o /c PLACE ONE STUD MIN. DIRECTLY BELOW EACH JOIST. BOT. TRACK PER SCHEDULE USE (2) SCREWS FROM EACH TRACK FLANGE TO STUD FLANGES TYP. TOP & BOT. NOTE: SEAT STUD WEB TIGHT TO TRACK WEB ® TOP & BOT. OF STUDS TYPICAL WALL, BLOCKING Sc STRAP DETAI STRAP BLOCKING IS REQUIRED ONLY IF STUDS ARE SHEATHED ONE SIDE ONLY. CRC MY BE USED IN PLACE OF THE STRAP BLOCKING. FINISH PER ARCH. EXIST 12" CONC WALL SLAB PER PLAN SECTION MAXIMUM SPACING & LOCATION PER FDN. PLAN III- III -III- 12 x 12 W2.9/W2.9 W.W.M. CENTER IN SLAB MAXIMUM SPACING & LOCATION PER FDN. PLAN SLAB PER PLAN I I -II -I I � I I i ►Il I I I lll I I i ll 12 x 12 W2.9/W2.9 W.W.M. CENTER IN SLAB 6x11x16GA. STEEL STUDS © 24 "o /c 14GA. CONT. TRACK w/ " HILTI 4<B3 ® 24 "o /c E MBED 4: ") NOTE: 1.) SEE ARCH. DTLS. FOR SPECIAL JOINT FINISH. 2.) SOIL SUBGRADE PER SOILS REPORT. B -2.1 NOTE: 1.) SEE ARCH. DTLS. FOR SPECIAL JOINT FINISH. 2. SOIL SUBGRADE PER SOILS REPORT. 4 1' -0 2" DP. x ." SAWN JOINT I II- III -III- -I I I -I I I =11 SHRINKAGE JOINT (S.J.) 1,-0. 2 "93 x 3' -0" PLAIN BAR ® 24 "o /c CUT ONE END w/o FLARE & GREASE SAME END CONSTRUCTION JOINT (C.J.) 16GA. GUSSET R. SIZE DETERMINED BY NUMBER OF SCREWS SEE SCHEDULE HOLD 16" EA. END STUD HOLDOWN PER SCHED. EA. END SEE DTL. "f-f" TYP. EXTEND TO ADJACENT WALL UNLESS BRACE LENGTH THIS CALLED OUT ON PLAN 4 " = 1' -0 TOP TRACK SYMM. DRIVE PINS 0 24 "o /c ® SHEARWALLS TYP. DBL. STUD TYP. EA. END OF WALL (U.N.O.) sIy p• 9 PI "X" BRACED SHEAR WALL ELEV. NOTES: 1.) BRACES MUST BE TIGHT & STRAIGHT. NO SLACK ALLOWED BTWN. STUDS. ELEVATION F -2.1 N.T.S. OF STRAP TO INTERSECTION OF DBL. STUD & TOP TRACK TYP. T. & B. PER PLAN RIM JOIST OR TRACK STUD WALL TYP. HOLDOWN PER SCHED. EA. END SEE DTL. "f-f" EXIST. 8" CMU WALL SIMPSON HOLDOWN, ANCHORS & SCREWS PER SCHEDULE F DETAIL "f-f" SEE SCHEDULE FOR LOCATIONS 1 1" = 1' -0" SECTION C -2.1 DOUBLE STUDS TYP, CO HOLD DOWN 3 " - 1' -0 1 UNCOATED STEEL THICKNESS. THICKNESS IS FOR CARBON SHEET STEEL. 2 MINIMUM THICKNESS REPRESENTS 95% OF DESIGN THICKNESS AND IS THE MINIMUM ACCEPTABLE THICKNESS DELIVERED TO THE JOB SITE BASED ON SECTION A3.4 OF THE 1986 A.I.S.I. CODE. ADD #4 ® 24 "o /c TYP. ® . (LAP 18" MIN.) w/ HILTI HY -150 ADHESIVE 4" SLAB REINF. PER PLAN MATCH EXIST. SUBGRADE PER SOILS ENGINEER RECOMMENDATION o6 00 ° o ° O o0 c pc) o c ,00 0 III - I II II SECTION D -2.1 NOTES; * SUBSTITUTION OF OTHER SUPPLIERS FOR THESE ITEMS NOT ALLOWED. ** THESE JOIST & TRACK MEMBERS TO BE UNPUNCHED. NEW SLAB 4 3„ 1 , -0 „ EXIST, SLAB EXIST. COLD JT OR SAW CUT & REMOVE AS REQ'D ° o c;. pQ o00 0 III III -III EXIST FNDN TO REMAIN KtV1 :VV ILL) fi uK CODE COMPLIANCE APPROVED DEC - 3 2008 pp City Of Tukwila ULDD1 NOTES; 1.) SCREWS MUST BE PLACED AT LEAST i" APART AND MUST BE 4" FROM EDGE OR END OF ALL METAL PIECES. EV1 ON I bon-- 3L13 RECEIVE() OCT 232008 PERMIT CENTEF z CO co co c CN2 to 0 co o CV 4 5. gw g C/) o tic w rn� ca co LIJ a w z U O JOIST BRACING SCHEDULE JOIST SPAN TOP AND BOTTOM FLANGE BRACING UP TO AND INCLUDING 10' NONE 10' UP TO AND INCLUDING 14' ONE ROW AT MID -SPAN 14' UP TO AND INCLUDING 18' TWO ROWS AT THIRD SPANS 18' UP TO AND INCLUDING 28' THREE ROWS AT QUARTERS SPANS I 31.` O 10 -20 -08 I DRAWN: D.G. DATE: 06- -2008 SHEET NO: S 2 NOISVA38 AS NOTED LOLII .<1 JOB NO: 02116005 ENGINEER: A.TUCKER DRAWN: D.G. DATE: 06- -2008 SHEET NO: S 2 FINISH PER ARCH - 16 GA. UNPUNCHED 0 TRACK ROOF JOIST PER PLAN ALIGN SOLID BLKG FOR SSM ROOF DECK 4 -0" OC MAX L 2x2x20GA.w /4 #8 EACH WAY EACH JOIST STUDS PER SCHEDULE SECTION A -2.2 EXIST MBS WALL 2 #8 -20 SCREWS 0 EA. STUD 16 GA CONT. TRACK SECTION BEARING HEADER PER SCHEDULE SINGLE WINDOW SILL TRACK 16GA. NON- BEARING HEADER 3"x1 0 "X20GA @24" O.C. 3» - - 1' -0» 4 F -2.2 ROOF JOISTS PER PLAN 3" 1' -0 CLIP FLANGES OFF & LAP TOP TRACKS TYP. 3 SCREWS MIN. (2) SCREWS 16 "o /c TOP & GOT. © HEADER ON HEADERS COPE OUT FLANGES SO WEBS LAP 1i" MIN. w /JAMB STUDS & SCREW WEBS w/8 SCREWS TO STUDS JAMB STUD TYP. (1) CRIPPLE STUD ® C8 HEADERS NO CRIPPLE STUD OCCURS CO NON- BEARING HEADER. TYPICAL HEADER DETAIL HEADERS NOTED ON THE PLAN AS "HDR." ARE BEARING HEADERS & ARE NOTED IN THE PARTS SCHEDULE SHEET S2.1. HEADERS RUNNING PARALLEL TO THE JOISTS ARE NON- BEARING (U.N.O.) 2 #8 -20 SCREWS EA. STUD EXTERIOR FINISH PER ARCH SECTION SEE TYP. BLKG. DTL. FOR ANGLES PER ARCH 16 GA BLKG BTWN JOIST TYP. ROOF JOIST PER PLAN (MAX. JOIST SPACING = 24 "o /c) GA. TRACK (U.N.O. BLKG. REQ'D. AT CONT. JOISTS. PROVIDE 2" x 2" x 20GA. ANGLE E.E. w/3 SCREWS PER LEG 16 GA CONT. TRACK ROOF JOISTS PER PLAN BLKG SUPPORT FOR ROOF DECK SHEATHING PER ARCH. STUDS PER SCHEDULE B -2.2 i " - 1' -O" 2 #8 -20 SCREWS CD EA. STUD 6 "x1 s "X20GA ® 24" O.C. SECTION G -2.2 TOP TRACK TYP. CONTINUOUS BETWEEN ADJACENT PERPENDICULAR WALLS 16 GA CONT. TRACK 2 #8 -20 SCREWS EA. STUD EXTERIOR & INT. FINISH PER ARCH ROOF JOISTS PER PLAN SSMR DECK PER ARCH FASTEN TO FRAMING w/ SCREW PER ARCH TYPICAL JOIST OVER BRG WALL "ONLY" EXIST. SSMR BLOCKING NOT SHOWN HERE FOR CLARITY SSMR DECK EXIST. M.B.S. PURLIN & GUTTER CONT. STRAPS TOP & BOT. OF ROOF JOISTS 0 LOCATIONS PER "JOIST BRACING SCHEDULE ", LAP STRAPS 24" MIN. w/2 ROWS SCREWS 4 'o /c EA. ROW (6 PER LAP) SEE NOTE BELOW 3rx1g "x20 GA BRACING ® 2' -0" O.C. STUDS PER SCHEDULE SECTION C-2.2 i " = 1' -0 SCREWS 0 3 "o /c TO ALL BLKG. PANELS THRU TOP & BOT. STRAPS SCREWS ® EA. ROOF JOIST T. & B. TYP. TYPICAL LIGHT GAGE FRAMING DETAILS J -2.2 EXIST. MBS PURLIN L2x2x2OGA. w/4 #8 EACH END SCREWS 0 16 "o /c TO ALL WALL TRACKS 16 GA CONT. TRACK 16 GA CONT. TRACK 6 "x1 rx18 GA STUD ® 2' -0" O.C. EXIST MBS PURLIN PER PLAN 20GA. 2" x 2" ANGLE x ROOF JOIST DEPTH LESS 1" w /(3) SCREWS EA. FACE TYP. (U.N.O.) SOLID BLOCKING END TWO ROOF JOIST SPACES © EA. STRAP RUN, SAME GAUGE & SIZE AS ROOF JOISTS. PROVIDE TWO SPACES OF SOLID BLKG. ® EA. END OF JOIST RUN & C� 20' -0 "o /c MAX. BETWEEN TYPICAL JOIST BLOCKING & STRAP DETAIL ROOF JOIST BLOCKING WHERE NOTED ON PLANS. THE TOP STRAP NOT REQ'D. IF DECKING IS APPLIED TO TOP OF JOIST. THE BOTTOM STRAP IS NOT REQ'D. IF G.W.B. IS APPLIED TO BOTTOM OF JOIST. EXIST. MBS BEAM PER PLAN PER PLAN 6x1g BRACNG t� 48" O.C. 18 GA SHEATHING THIS FACE w/ #8 SCREWS 4 "O.C. 16 GA TRACK BLKG BTWN EXIST PURLINS SECTION D -2.2 - 1' -0" 4 - 16 GA CONT. TRACK STUDS PER SCHEDULE SECTION E-2.2 NOTE: 1.) FOR ALTERNATE TO STRAP BRACING USE 1 CRC ON TOP OF JOIST. FASTEN TO EA. JOIST w/2 SCREWS. 2.) SPACE BRACING AS NOTED ABOVE EXCEPT WHEN NOTED OTHERWISE ON PLANS. 61 � a �,`�9 0 bOB 3 JOIST PER PLAN 16 GA CONT. TRACK i » = 1 , -0 » t tv it \N tp K CODE NC APPROVE °EC - 3 2483 City 0 TuMila WILDING DIVISION. RECEIVED OCT 2 3 2008 PERMIT CENTEh C> z E-+ rn 0 z r:4 w z W z CO CD rn Co ca 0 CO LCD m rn J_ W 0 z 0 W LL 0 0 z w w z z (n o 0 C3 (f) C3 :3 F- a ao/ �iiiaioii,; �;.,:.. �. Ui�,ma�air;�/a,�r,�.�iiii� -:,,. SCALE: 1/32" = 1 • C' Of Tu wila REVISiONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees RI` r review epproval is subject to errors and omissions" Approval of construction documents does not authotizo violation of any adopted coda or ordinanco. R pt of approved Field Copy and conditions is acknow!e cd: By rL.. City of Tukwila BUILDING Q ISION 40 EVIS1 i J 16' 32' 64' ter I i I L C . Id tVltOiLu rU CO COMPLIANCE APPROVED B I , f INS DIVISION DEC - 3 2008 CORRECTION 3EFARATE PERMIT REQUIRED FOR: Mechanical Electrical Lr I lumbing IT Gas Piping City of Tukwila BU ILDING DIVISION X08- 393 DANA L. WEBBER ARCHITECT, PLLC Starfire Sports Complex Tukwiila , WA INTERIORS PACKAGE REVISIONS NO. DRAWN BY dw SHEET TITLE 0803 SCALE AS NOTE DATE Sept 11, 2008 BAINBRIDGE ARCHITECTS C O L L A B O R A T I V E 255 ERICKSEN AVENUE BAINBRIDGE ISLAND, WA 981 1 ❑ (206) 842 -201 1 VOICE (206) 842 -9386 FAX Seattle Sounders FC Team Lounge and Locker Room If this drawing is not 22" x 34 ", it is a reduced print, scale accordingly. DESCRIPTION Bldg Dept Corr. Nov. 12, 2008 6,9 REGISTERED HITECT . Webber STATE OF WASHINGTON CHECKED BY dw SITE PLAN RECEIVED PERMIT CENTEF PROJECT NUMBER SHEET NUMBER 1.02 DATE All rights reserved. Material may not be reproduced in any form without permission from Bainbridge Architects Collaborative. Post -Its' Fax '1<te 7671 re � //// '? ' A'4 y /� � From 1 F`4v e r cor ev. Co. 4 0 c° t PIv n fi � - " Pmn 2. 2. g r, R j a/ ilX II t Fax k August 6, 1998 Mr. Robert A. Wessel GYPSUM ASSOCIATION 810 First Street NE, 0510 Washington, DC 20002 INT 3RTCK TESTING SERVICES W A R . I 4 9 C K H R L Y C' ow B. `Meyer, 1'.E Senior T.eclurlcal Director 1( graup' Intertek Testing Services Dear Mr, Wessel: Upon re'48\v of your request and available fire test data for ceiling assemblies we conclude that a double layer of 5/8 inch thick type X gypsum board, applied to wood or metal ceiling framing; including joists, trusses, furring strips, or resilient et rigid fiming channels; spatted "not more than 24 inches on center would provide a one hour fire - resistance rating when the gypsum board is applied and attached as described below. Wood framing, furring, or taottoni chords of engineered :wood members should be not less than nominal 2 x 2 inches nominal. Metal framing or Erring should have a minimum face dimension of 1 -1/4 inch and be of sufficient depth to support the ceiling. The gypsum board may be either directly attached to framing or attached to framing or furring that is suspended below the main structural frame. The base layer of 5/8 inch thick typo X gypsum hoard is applied at right angles to the framing and attached with I inch Type S drywall screws (for metal framing) or 1.1 /4 inch Type w or S drywall screws (for wood framing) spaced 24 inohea or+. center. The face layer of 5/5 inch thick type X. gypsum board is applied at right angles to framing and attached with 1 -5/8 inch Type S drywall screws (for metal framing) or 1-7/8 Mob Type W or S drywall screws (far wood framing) 12 inches on center at end joints and intermediate joists and 1.1/2 inch Type Cr drywall screws 12 inches On center placed 2 inches back on either side of end joints. Joints of the face layer are offset 24 inches from the joints of the base layer. If there aro any, questions Or if we, can be of further assistance, feel free to give us a call. Thank you for the opportunity to be of service. Best rogaxds, lntertaic Testing Strvices NA Inc. s3o Gerele A'itnVd. Plruhurg, CA 94960 •t &:phone 610'. 324)44 F6x i IC•63Z•!$74 Hunnu Pap wwwlwr67.04, :3m iV. W, WALL 8: CEILING BUREAU 1032•A N. E. 65th Street :065 5 524 4243 FAX 524.4136 Seattle, WA 98115 RATED ASSEMBLY DOCUMENT ONE -HOUR ROOF /CEILING ASSEMBLY BASE: LAYER 5 /8 " TYPE XGWB WITH 1" TYPES SCREWS @ 24" o.c. FACE: LAYER 8 TYPE X GWB ITH 1%" TYPE S SCREWS @ 12" o.c. CEILING SYSTEM ATT. TO EXIST'G STRUCTURE. „ __4 _ -.,-- - di. I . - - PROVIDE FIRESTOPPING ALL AROUND BM ASSEMBLY PER WARNOCK HERSEY LTR- ROOF ASSEMBLY #1 DET# 5 1" = 1' -0" ONE -HOUR ROOF /CEILING ASSEMBLY NEW MTL ROOF 0/ NEW MTL DECK NEW R -30 BATT INSULATION -W /VAPOR BASE: LAYER BARRIER FILL 5/8" TYPE X CAVITY GWB WITH 1" TYPE S NEW STRUCTURE NEW SPRAY -ON FIREPROOFING - ONE -HOUR SCREWS @ 24" o.c. FACE: LAYER 5/8" TYPE X GWB WITH 1 TYPE S SCREWS @ 12" O.C. CEILING SYSTEM ATT. TO EXIST'G STRUCTURE. 11 ftl 1 11 1" = 1' -0" ONE -HOUR ROOF /CEILING ASSEMBLY EXIST'G MTL ROOF DECK PROVIDE FIRESTOPPING ALL AROUND BM EXISTING STRUCTURE EXISTING FIREPROOFING ASSEMBLY PER WARNOCK HERSEY LTR- ROOF ASSEMBLY #2 DET# 5 NEW R -30 BATT INSULATION WNAPOR BARRIER FILL CAVITY FILL ENTIRE CAVITY WITH INSUL. BASE: LAYER 5/8" TYPE X GWB WITH 1 TYPE SCREWS @ 24" O.C. FACE: LAYER 5/8" TYPE X GWB WITH 1 %" TYPE S SCREWS @ 12" o.c. CEILING SYSTEM ATT. TO EXIST'G STRUCTURE. • �t►Si� c Iff 1" = 1' -0" EXIST'G MTL ROOF DECK PROVIDE FIRESTOPPING ALL AROUND BM EXISTING BA INSULATION. REMOVE VAPO BARRIER ADD BATT INSULATION TO TOTAL R -30 W/ NEW VAPOR BARRIER EXISTING STRUCTURE EXISTING FIREPROOFING ASSEMBLY PER WARNOCK HERSEY LTR- ROOF ASSEMBLY #3 DET# 5 ONE -HOUR ROOF /CEILING ASSEMBLY .3 WALL ASSEMBLY #1 1 1/2" = 1' -0" r City et (1) LAYER 5/8" TYPE X GWB VAPOR RETARDER R -19 BATT INSUL. 5/8" EXT. GYP SHEATHING. DENSGLAS GOLD OR EQ. BLDG PAPER 1" MTL HAT CHANNELS PREFINISHED MTL WALL PANEL REVISIONS No changes shall be made to the score of work without prior approval of Tukwila Building Division. 7i ?vis e 1 s a,. _,inns will require new plan :,t�hr1?ii �l .� .. 'd F'. addition -al plan re-ill-'‘',1 r t -i r • : b. ONE -HOUR WALL GA FILE REF: WP 8006 KtV ION LID F CODE COMPLI APPROVE SEP 16 2( `!. C uk BUILDIN 3 D1\ FILE MM' permit No. X• aft to err>on and Qrrt #s�;l+�P.',5. Mar review approval 1J Sub Approva of co nstruction documents � doe5 not aUUho;izQ rte; he violation of any adopted code or ordinance. r ecE.pt 0 approved roved Field Copy anft conditions is acl odl fgad: By Ocie Date:..+.1 BEV T$,t N I RECEIVED SEP 04 2008 t \�/1 34 3 PERMIT CENTER v Yv � DANA L. WEBBER ARCHITECT, PLLC BAINBRIDGE ARCHITECTS C O L L A B O R A T I V E 255 ERICKSEN AVENUE BAINBRIDGE ISLAND, WA 981 1 0 (206) 842 -201 1 VOICE (206) 842 -9386 FAX Seattle Sounders FC Team Lounge and Locker Room Starfire Sports Complex Tukwiila , WA PRICING AND CHECK SET If this drawing is not 22" x 34 ", it is a reduced print, scale accordingly. REVISIONS NO. OR *ICE oB vita M ON DRAWN BY dw SHEET TITLE DESCRIPTION BUILDING DEPT CORRECTIONS BUILDING DEPT CORRECTIONS WALL AND ROOF ASSEMBLIES PROJECT NUMBER 0803 SCALE AS NOTED DATE August 13, 2008 pl ebber OF WA HINGTON CHECKED BY dw EGI TERED AR HITECT SHEET NUMBER A 5.11 All rights reserved. Material may not be reproduced in any form without permission from Bainbridge Architects Collaborative. DATE 8/29/08 9/3/08 Fire Resistive Requirements Type II Construction 602.2 Building elements listed in Table 601 are of noncombustible materials, except as permitted in Section 603 and elsewhere in the code. Fire Resistance Rating for Building Elements Table 601 Structural Frame Incl. columns, girders, trusses 1 hour Bearing Walls Frontage Increase- Separated 4 sides, 100& increase Exterior 1 hour Interior 1 hour Nonbearing walls and partitions Maximum Building Area Exterior Not rated Interior Not rated Floor Construction Including supporting beams and joists 1 hour Roof Construction Including supporting beams and joists 1 hour 2,488 SF 4,650 SF Total Area of proposed work Interior Wall and Ceiling Finish Requirements Table 803.5 (Exception E- For churches, wood used for ornamental purposes, Trusses, paneling or chancel furnishing shall be permitted.) Vertical exits and exit passageways Class B Exit access corridors and other exitways Class B Rooms and enclosed spaces Class C Fire Protection Systems 901.2 Fire protection systems shall be installed, repaired, operated and maintaired in accordance to the International Building Code and the International Fire Code. Portable Fire Extinguishers [F] 906.1- Portable fire extinguishers shall be provided in occupancies and locations as required by the International Fire Code. Occupancy Maximum Floor Area Allowances Per Occupant Table 1004.1.2 Assembly- without fixed seats, Unconcentrated (tables and chairs) : 15 sq ft/occupant (net) Locker Rooms: 50 sf /occupant (gross) Outpatient Treatment Area: 100 sf /occupant (gross) Egress Width Per Person Served Stairways (inches per person) Other Egress Components (inches per person) 0.2 0.15 Exits: 1014. 1 - Two exits or exit access doorways from any space shall be provided where the occupant load exceeds 50. Table 1018.1- Occupant Load 501- 1,000, minimum 3 exits. Separation of Exits: 1014.2.1 (exception 2) - Where a building is equipped throughout with an automatic sprinkler system the separation distance of the exit doors shall not be less than one -third of the length of the maximum overall ciagonal dimension of the area served. Travel Distance: 1015.1 - In buildings equipped with an automatic sprinkler system throughout, the travel distance shall not exceed 250'. Dead End: 1016.3 - Where more than one exit is required, the exit access shall be arranged such that there are no dead ends in corricors more than 20' in length. Type of Construction : Section 302. Type II / A / Fully Sprinklered Table 503 Building Height Modifications 504.2- fully sprinklered building increase maximum number of stories by one story. Area Modifications Base Area= 29,900 SF ( Assemby Occupancy) Frontage Increase- Separated 4 sides, 100& increase 59,800 SF Automatic Sprinkler System Increase- 100% increase 119,600 Multi -story building increase 293,200 SF Maximum Building Area 293,200 SF Existing Building Area 83,341 SF Proposed Addition 2,041 SF Total Proposed Building Area 85,382 SF Area of existing building to be remodeled 2,488 SF 4,650 SF Total Area of proposed work Occupancy Classification : Section 302. A -3 : Assembly 302.1.1 - Heating equipment room separation - not required. Storage areas > 100 SF to be constructed as smoke partitions GENERAL NOTES The Contract Documents include the Drawings and the Owner- Contractor Agreement. Any Discrepancies found among the Drawings, these General Notes and the site conditions shall be reported to the Architect who shall address such inconsistencies in writing. Any work done by the Contractor after discovery of such error shall be done at the Contractor's risk. The Contractor shall verify and familiarize him /herself with all drawings prior to proceeding with any work or fabrications. The Contractor is responsible for all bracing and shoring during construction. All methods, materials and workmanship shall conform to the 2006 International Building Code as amended by the State of Washington CONSTRUCTION DOCUMENTS 1. Do not scale drawings. 2. All dimensions are to face of framing or face of concrete unless noted otherwise. 3. Verify all rough -in dimensions for windows, doors, plumbing, electrical fixtures and appliances prior to commencing work. Notify Architect of any discrepancies of dimensional tolerances required. 4. Doors not dimensionally located shall be 4" from stud face to edge of door rough opening. 5. Repetitive features drawn only once shall be completely provided as if drawn in full. 6. Verify all grades and their relationship to building. 7. Wood members in contact with concrete and /or exposed to weather to be pressure treated, typical. 8. Tightline all new drainage devices to existing tightline system. 9. Coordinate all rough -in requirements and dimensions of owner - supplied fixtures w /owner and product manufacturers. LIST OF DRAWINGS A 1.01 A 1.02 A 2.01 A 2.02 A 2.03 A 3.01 A 4.01 A 4.02 A 4.11 A 4.12 A 5.11 A 7.01 A 8.31 ACCESS STORAGE 230 SF Title Sheet, General Notes Site Plan And Plan Diagram Foundation Plan Floor Plan Roof Plan Reflected Ceiling Plan Wall Sections Wall Sections Exterior Elevations Exterior Elevations Exterior Details Door /Window Schedule Toilet and Accessibility S1.1 Foundation, Roof Framing Plan, and General Notes S2.1 Foundation Sections and Details S2.2 Roof Sections and Details EXIT DIAGRAM LAUNDRY 225 SF 300 sf /occupant =-4-oc VESTIBULE ( P I I III e 9 OFFICE 110 SF 100 sf /occu ant = 1 occupa is •I SAUNA 42 SF LOCKER ROOM 1380 SF 50 sf /occupant = 28 occupants PIT ROOM 600 SF 100 sf /occupant = 6 occupants LOCKER ROOM AND LOUNGE FACILITY LOUNGE AREA 975 SF @ 1 PER 15 SF 65 OCCUPANTS LOCKERROOM AREA 1380 SF @ 1 PER 50 SF 28 OCCUPANTS PHYSICAL THERAPY AREA 600 SF @ 1 PER 100 SF 6 OCCUPANTS ACCESSORY AREAS 715 SF @ 1 PER 300 SF 3 OCCUPANTS TOTALS 102 OCCUPANTS EXITS REQUIRED = 2 EXITS PROVIDED = 4 OWNER Project Owner: Starfire Sports Chris Slatt 14800 Starfire Way Tukwila, WA 98188 (206) 431 -3232 ARCHITECT Dana Webber Architect 255 Ericksen Avenue N Bainbridge Island, WA 98110 Phone: 206.842.2011 Fax: 206.842.9386 PROJECT DIRECTORY STRUCTURAL ENGINEER Engineers Northwest 6869 Woodlawn Avenue NE Seattle, WA 98115 Phone: 206.525.7560 Fax: 206.522.6698 PROJECT DATA PROJECT DESCRIPTION Remodel of existing space, and addition of space in sports facility for professional soccer team lounge and locker room and ancillary spaces. ADDRESS OF PROPERTY 14800 Starfire Way Tukwila, WA 98188 LEGAL DESCRIPTION A PTN OF THE E1/2, NE1 /4, SEC. 23, TWP. 23 N. RNG. 4E., W.M. AND THE W1 /2, NW1 /4 SEC. 24, TWP. 13N., RNG. 4 E., W.M. TAX IDENTIFICATION NUMBER KING COUNTY PARCEL NUMBER: 2323049001 K TCHEN 136 SF 00 LOUNGE 975 SF 15 sf /occupant = 65 occupants APPLICABLE CODES INTERNATIONAL BUILDING CODE 2006 INTERNATIONAL MECHANICAL CODE 2006 INTERNATIONAL FIRE CODE 2006 2006 UNIFORM PLUMBING CODE WASHINGTON STATE AMENDMENTS 2006 WASHINGTON STATE ENERGY CODE LOCKS AND LATCHES SHALL BE PERMITTED TO PREVENT OPERATION OF DOORS WITH KEY - OPERATED LOCKING DEVICES FROM THE EGRESS SIDE PROVIDED THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LOCKED, A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED ". THE SIGN SHALL BE IN LETTERS 1 INCH HIGH ON A CONTRASTING BACKGROUND. BUILDING CODE NOTES PROJECT MEETS PRESCRIPTIVE REQUIREMENTS OF WSEC FOR NON- ELECTRIC HEAT. MECHANICAL, ELECTRICAL, AND PLUMBING PLANS WILL BE SUBMITTED SEPARATELY FOR PERMIT. MLS SEATTLE LOCKER ROOM AND LOUNGE 14800 Starfire Way Tukwila, WA 98188 JUNE 19, 2008 -_. -- ONS " Pir =-fi -_. i.. 1h!n St -f)r� i rr1(ita,, �'rt��lal Of No ok,anges shall be r iflr approval of work without prior Wti Tukwila Bu+ldi> a Division. plan '�b' DO'T'E: Revisions will require tan rr;�/tn�p,r tees. and may incl1 nn-a P". �-- ° SEPARATE. PEWIT R EQUIRED FOR' [Mechanical iii,Electric [gtumbing ClfGas Piping City of Tukwila ABBREVIATIONS A.B. ACT A.F.F. A.F.S. APPROX. BLDG. BLKG. BOT. BR CPT CT C.B. C.O. CLG. CL. CONC. DIA. DIM. DN DS D/W EA. EL. EQ (E) EXT. EXISTG. At Anchor Bolt Acoustical Ceiling Tile Above Finish Floor Above Finish Slab Approximate Building Blocking Bottom Bedroom Carpet Ceramic Tile Catch Basin Clean Out Ceiling Closet Concrete Diameter Dimension Down Downspout Dishwasher Each Elevation Equal Existing Exterior Existing FAB. Fabricated FDN Foundation FEC Fire Extinguisher Cabinet F.F. Finish Floor FT Fire Retardant Treated FIN. Finish FOC Face of Concrete FOS Face of Stud F.O.I.C. Furnished by Owner Installed by Contractor FTG. Footing GALV. Galvanized GL. GWB Gypsum Wall Board VICINITY H.B. HD HDWR. HR HORIZ. HT. INSUL. INT. JT. (L) LL MFR. MAT'L MAX. ML MC MTL. MIN. N/A N.I.C. O. C. OPP. PERF. PERIM. PLAM POLY. PT PTD. R REFR. REINF. R.O. Hose Bib Hold Down Hardware Hour Horizontal Height Insulation Interior Joint Laminated Lower Level Manufacturer Material Maximum Main Level Medicine Cabinet Metal Minimum Not Applicable Not in Contract On Center Opposite Perforated Perimeter Plastic Laminate Polyethylene Pressure Treated Painted Riser(s) Refrigerator Reinforced Rough Opening S.F. S.I. SAN. SHT SHWR SIM. S.O.G. SPEC. ST. STL STRUCT. SUSP. (T) T T &G TB T.O.B. T.O.C. T.O.P. T.O.S. T.U.W. TPH TYP. U.B.C. UL U.N.O. VENT. V.I.F. W/ WB WD WH Square Foot Square Inch Sanitary Sheet Shower Similar Slab -on -Grade Specification Stone Steel Structural Suspended FILE. Op ' Permit No. Tempered Tread(s) Tongue & Groove Towel Bar Top of Beam Top of Concrete Top of Plate Top of Slab Top of Wall Toilet Paper Holder Typical Uniform Building Code Upper Level Unless Noted Otherwise Ventilation Verify in Field With Wood Base Wood Water Heater Plar review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditi' is r Wedged: By Date. City of Tukwila BUILDING DIVISION Do83i3 RECEWED AN 2 4 2000 PERMIT CENTER DANA L. WEBBER ARCHITECT, PLLC BAINBRIDGE ARCHITECTS C O L L A B O R A T I V E 330 MADISON AVENUE S SUITE 1 1 ❑ BAINBRIDGE ISLAND, WA 981 1 O (2 ❑6) 842 -2❑ 1 1 VOICE (2 06) 842 -9386 FAX Seattle Sounders FC Team Lounge and Locker Room Starfire Sports Complex Tukwiila , WA PERMIT SET If this drawing is not 22" x 34 ", it is a reduced print, scale accordingly. REVISIONS NO. DRAWN BY dw SHEET TITLE TITLE SHEET GENERAL NOTES PROJECT NUMBER 0803 SCALE n.t.s. DATE June 19, 2008 DESCRIPTION 695,E ,REGISTERED CHITECT V t_ s Q L. Webber STATE OF WASHINGTON CHECKED BY dw SHEET NUMBER A 1.1 All rights reserved. Material may not be reproduced in any form without permission from Bainbridge Architects Collaborative. DATE 0 W m > mm U' o� m QW / L Q W Q > Z 1 a ° < InoPi W m 0 - N 0) Q W N N 0 ,-01 < H m m D] J W 0 Q ° ❑5 Zao ak - N]Q m U to mm w H- 0 0 CZ co I LE N Cs T i' rP 41-.2) INFILL CMU WALL TO RETAIN NEW FILL -AREA. FOUNDATION PLAN 1/8" = 1' - NEW CONT FOOTING @ EXT. WALL (TYP.) NEW FTG FOR STAIR SUPPORT (3) PL. TYP. EXIST'G RETAINING WALL RediettED COMPLIANCE CODE APPROVED SEP 2 2008 Cif Tukwila BUILDING. DIVISION RECEIVED JUN 2 4 2000 PERMIT CENTER 0 4' 8' 16' SCALE: 1 /8" = 1' -0" DANA L. WEBBER ARCHITECT, PLLC BAINBRIDGE ARCHITECTS C O L L A B O R A T I V E 330 MADISON AVENUE S SUITE 1 1 0 BAINBRIDGE (BLAND, WA 98110 (206) 842 -201 1 voicE (206) 842 -9386 FAX Seattle Sounders FC Team Lounge and Locker Room Starfire Sports Complex Tukwiila , WA PERMIT SET If this drawing is not 22" x 34 ", it is a reduced print, scale accordingly. REVISIONS NO. SHEET TITLE PROJECT NUMBER 0803 SCALE DESCRIPTION DRAWN BY CHECKED BY dw dw 6957 - EGISTERED A �CHITECT Da �IVebber S - "OF WASHINGTON FOUNDATION PLAN DATE 1/8 " =1' 2 DATE June 19, 2008 SHEET NUMBER All rights reserved. Material may not be reproduced in any form without permission from Bainbridge Architects Collaborative. op 105 /Th 7 It) -J co P 5' 0°' AREA OF EXISTING SPACE AREA OF ADDITION TOTAL AREA 5 EQUIP./LAUNDRY 7 1 -0" MIN. CLR. Illo 113 SHOWEF • g 13 3' 43/ 2488 SF 2041 SF 4529 SF STACK DRYER FRONT- LOAD- WASHER CY) FRONT- LOAD EF LON 109 -r- GROOMING 30 HALL 111 9 BOOT RM. 112 2-8 2 6 (/) w n co co @.) m cn E cc Y , • = O 9 —J 5 z 7.1 OFFICE 9 116 CE MA R CO PHYSICAL THERAPY 108 17 1105 12 LOCKERS @ 33" EA. 33 - SCRIBE ENDS LOCKER ROOM 36 CUR. FIELD VERIFY 13 LOCKERS @ 33" EA. 35'-9" - SCRIBE ENDS (3) HYDROTH BS- VERI D DRAI 30 27 APY 1 A4.11 6" X 6" GIP, NC. CURB AROUND HYDRO-THERAPY TUBS ALIGN W/ FURRING @ COLUMN BOTH SIDES C\I 0 5 / / (I) Ci • LLJ LU CO cc 0 w (/) 0 = 0 c? Ey) LO 8 HALL 1021 z 4'-9 12" 2 boa-343 0 2' 4' RECE WED JUN242008 PERMIT CENTER 8' . - SCALE: 1 /4" = V-0" DANA L. WEBBER ARCHITECT, PLLC qp BAINBRIDGE ARCHITECTS OLLABORATIVE 330 MADISON AVENUE S SUITE 1 1 0 BAINBRIDGE ISLAND, WA 9B110 (206) 842-2011 VOICE (206) 842-9366 FAX Seattle Sounders FC Team Lounge and Locker Room Starfire Sports Complex Tukwiila , WA PERMIT SET If this drawing is not 22" x 34", it is a reduced print, scale accordingly. REVISIONS NO. MY, SHEET TITLE FLOOR PLAN PROJECT NUMBER 0803 DESCRIPTION DRAWN BY CHECKED BY dw dw ; 57 GISTERED L HITECT 7 Dan . Webber STATE OF WASHINGTON DATE SCALE 1,4".1A 2 DATE June 19, 2008 SHEET NUMBER All rights reserved. Material may not be reproduced in any form without permission from Bainbridge Architects Collaborative. 4 EQ. SPACES 3 EQ. SPACES 4 EQ. SPACES itt - SAUNA 107 op 105 /Th 7 It) -J co P 5' 0°' AREA OF EXISTING SPACE AREA OF ADDITION TOTAL AREA 5 EQUIP./LAUNDRY 7 1 -0" MIN. CLR. Illo 113 SHOWEF • g 13 3' 43/ 2488 SF 2041 SF 4529 SF STACK DRYER FRONT- LOAD- WASHER CY) FRONT- LOAD EF LON 109 -r- GROOMING 30 HALL 111 9 BOOT RM. 112 2-8 2 6 (/) w n co co @.) m cn E cc Y , • = O 9 —J 5 z 7.1 OFFICE 9 116 CE MA R CO PHYSICAL THERAPY 108 17 1105 12 LOCKERS @ 33" EA. 33 - SCRIBE ENDS LOCKER ROOM 36 CUR. FIELD VERIFY 13 LOCKERS @ 33" EA. 35'-9" - SCRIBE ENDS (3) HYDROTH BS- VERI D DRAI 30 27 APY 1 A4.11 6" X 6" GIP, NC. CURB AROUND HYDRO-THERAPY TUBS ALIGN W/ FURRING @ COLUMN BOTH SIDES C\I 0 5 / / (I) Ci • LLJ LU CO cc 0 w (/) 0 = 0 c? Ey) LO 8 HALL 1021 z 4'-9 12" 2 boa-343 0 2' 4' RECE WED JUN242008 PERMIT CENTER 8' . - SCALE: 1 /4" = V-0" DANA L. WEBBER ARCHITECT, PLLC qp BAINBRIDGE ARCHITECTS OLLABORATIVE 330 MADISON AVENUE S SUITE 1 1 0 BAINBRIDGE ISLAND, WA 9B110 (206) 842-2011 VOICE (206) 842-9366 FAX Seattle Sounders FC Team Lounge and Locker Room Starfire Sports Complex Tukwiila , WA PERMIT SET If this drawing is not 22" x 34", it is a reduced print, scale accordingly. REVISIONS NO. MY, SHEET TITLE FLOOR PLAN PROJECT NUMBER 0803 DESCRIPTION DRAWN BY CHECKED BY dw dw ; 57 GISTERED L HITECT 7 Dan . Webber STATE OF WASHINGTON DATE SCALE 1,4".1A 2 DATE June 19, 2008 SHEET NUMBER All rights reserved. Material may not be reproduced in any form without permission from Bainbridge Architects Collaborative. 4 EQ. SPACES 3 EQ. SPACES 4 EQ. SPACES NEW DS NEW DS II T NEW METAL ROOF SLOPE- 0.5:12 L__ EDGE OF NEW WALL BELOW - EXISTING METAL ROOF TO REMAIN. ROOF PLAN / 1/8" = EDGE OF EXIST'G WALL TO BE REMOVED. EXISTING Y RDOF- MOUNTED HVAC UNIT TO REMAIN. io 10 N EW CS NEW SLOPE- 1 A4.12 NEW D METAL ROCF 0.5: 2 H.5 b'B 3Z1 3 Writ CODE COMPLIPAC APPVI,OVE sE' 2 2000 0 4' 8' RECEIVED QIN 2 4 2008 PERMIT CENTER 16' SCALE: 1 /8" = 1' -0" DANA L. WEBBER ARCHITECT, PLLG Starfire Sports Complex Tukwiila , WA PERMIT SET REVISIONS SHEET TITLE ROOF PLAN 0803 SCALE BAINBRIDGE ARCHITECTS C O L L A B O R A T I V E 330 MADISON AVENUE S SUITE 1 1 0 BAINBRIDGE ISLAND, WA 981 1 0 (206) B42-2011 VOICE (206)1342 FAX Seattle Sounders FC Team Lounge and Locker Room If this drawing is not 22" x 34 , it is a reduced print, scale accordingly. NO. DESCRIPTION DATE DRAWN BY CHECKED BY dw dw 6 957 REGISTERED CHITECT Daryl . Webber STATE OF WASHINGTON 1/8 " =1' DATE 2.03 June 19, 2008 PROJECT NUMBER SHEET NUMBER All rights reserved. Material may not be reproduced in any form without permission from Bainbridge Architects Collaborative. A4.11 OPEN TO ABOVE STOR .' �. . 1. •I r. L- P P EQUIP. /LAUNDRY 1 13 2'x2'ACO O 0 GWB CLG @ 9' -0" A.F.F. 4 SHOWER 110 0 0 0 US I I0 CEILING GRID @ 9-6" A.F.F. GROOMIN 109 ..■■...I iTarallaa ■ I...... GWB CLG @ 9' -0" A.F.F. ALL RUM 1■■■■■ ■ GWB CLG @ 9' -0" A.1- mob■ 0 LOAM II..I.II 1••••••• 1••••••• ■•, • 'ME I ■ MP/ Ow u.uE 112 11•••••• ••••••• 'U...... 1 ••••••• GWB CLG @ 9' -0" A.F.F. 1• 1••••••• 1 ••••••• 1••• •••• 1I•• 1■ ••• IEXITI 0 LL: I— IL IL 0 0 �AU N� 107 DFFICE 106 0 0 0 GWB SOF =IT @ 7' -3" A.F.F. 6e ER ROOM 2' x 2' ACOUSTIC CEILING GRID @ 9' -10" A.F.F. 108 GWB SOFFIT @ 7' -0' LIGHT FIXTURE LEGEND • R -1 6" DIA. RECESSED, COMPACT FLUORESCENT, WALL WASH. O R -2 6" DIA. RECESSED, COMPACT FLUORESCENT. R -2D 6" DIA. RECESSED, COMPACT FLUORESCENT DO P -1 DECORATIVE PENDANT FIXTURE T -1 COMPACT FLUORESCENT TRACK FIXTURE A -1 PHYSICAL THERAPY 105 A.F.F. 2x2 FLUORESCENT FIXTURE W/ DIRECT /INDIRECT DIFFUSER - MOUNTED IN ACOUSTIC CEILING GRID GWB SOFFIT @ 8' -0" A.F GWB SOFFIT @ 8' -0" A.F.F. I I F. 2' x-2' ACOUSTIC @ 9' -6" A.F.F. m f 0 O GWB CLG @ 9' -0" A.F.F. 0 10 JAN EL IL 0 0 10 x 0 EMERGENCY LIGHT EMERGENCY LIGHT @ EXIT SIGN 0 A -2 2x2 FLUORESCENT FIXTURE W/ PARABOLIC DIFFUSER - SURFACE- MOUNTED - � - S -1 RECESSED SHOWER FIXTURE. WATER- RESISTANT UL- LISTED BEN TO BOVE F S -2 WALL- MOUNTED VANITY FIXTURE L -1 LINEAR FLUORESCENT CEILING SURFACE - MOUNTED LIGHT L -2 LINEAR FLUORESCENT WALL SURFACE - MOUNTED LIGHT L -3 UNDER - CABINET LINEAR FLUORESCENT LIGHT CEILING - MOUNTED EXIT SIGN WALL- MOUNTED EXTERIOR FIXTURE GWB CLG TO O" A.F.F. 1103 O O HALL EMERGENCY LIGHT 0 GWB CLG @ 10' -0" A.F. IL 0 m � o FD D D 4 4 4 4 4 4 4 GWB @ 9' -0" A.F.F. :D • LOUNGE 1U :D GWB SOFFIT @ 11' -0" A.F.F. KITCH 0 0 1101 GWB SOFFIT @ 11' -0" A.F.F. ED 2' x 2' ACOUSTI8 CEILING GRID @ 12' -6" A.F.F. D D 4 D D4 D 4 4 V 4 • • • • 0 2' 4' 8' CORRECTION LTR# Wilt ED FOR CODE COMPLIOICE APPROVE SEP 1 `. 2008 Cif TuMila BUILDING_QVI SCALE: 1 /4" = 1' -0" NOTE: PROVIDE EMERGENCY EGRESS LIGHTING TO COMPLY WITH WSEC EGRESS LIGHTING REQM'TS. RECEIVED CITY OF TUKWILA AUG 2 9(2008 PERMIT CENTER DANA L. WEBBER ARCHITECT, PLLC BAINBRIDGE ARCHITECTS C O L L A B O R A T I V E 255 ERICKSEN AVENUE BAINBRIDGE ISLAND, WA 981 1 ❑ (206) 842-2011 voicE (2 06) 842 -9386 FAX Seattle Sounders FC Team Lounge and Locker Room Starfire Sports Complex Tukwiila , WA PRICING AND CHECK SET If this drawing is not 22" x 34 ", it is a reduced print, scale accordingly. REVISIONS NO. DRAWN BY dw SHEET TITLE REFLECTED CEILING PLAN PROJECT NUMBER 0803 SCALE DESCRIPTION BUILDING DEPT CORRECTIONS a ebber S 'TE OF WASHINGTON 1/4 " =1' DATE N August 13, 2008 CHECKED BY dw SHEET NUMBER DATE 8/29/08 All rights reserved. Material may not be reproduced in any form without permission from Bainbridge Architects Collaborative. / / / / / \ .N. \ \ / / / / / / / 1111 \ / / / / / • • WEST ELEVATION 1/4" = 1' -0" -1 EAST ELEVATION 1/4" = `H0 NOTES 1. PANEL TYPE #1- PREFORMED METAL WALL PANELS. VERTICAL INSTALLATION. EXPOSED FASTENERS TO MATCH ADJACENT PANEL COLOR. 2. PANEL TYPE #2- PREFORMED METAL WALL PANELS. HORIZONTAL INSTALLATIOIN. EXPOSED FASTENERS TO MATCH ADJACENT PANEL COLOR. 3. WALL- MOUNTED EXTERIOR LIGHT FIXTURE. PROVIDE BLOCKING FOR MOUNTING. C O D E C O M P L I A N C teliONED FOR :ors I APPROVE SEP 12 2008 BUILDIRG P . I.Si_N 0 2' 4' RECEIVE PERMIT CENTER 8 ' DANA L. WEBBER ARCHITECT, PLLC BAINBRIDGE ARCHITECTS C O L L A B O R A T I V E 330 MADISON AVENUE S SUITE 1 1 ❑ BAINBRIDGE ISLAND, WA 98110 (206) 842-201 1 VOICE (206) 842 -9386 FAX Seattle Sounders FC Team Lounge and Locker Room Starfire Sports Complex Tukwiila , WA PERMIT SET If this drawing is not 22" x 34 ", it is a reduced print, scale accordingly. REVISIONS NO. DESCRIPTION DATE DRAWN BY dw SHEET TITLE EXTERIOR ELEVATIONS 0803 C Dar a L. Webber STATE OF WASHINGTON 695' ;' EEG STERED ' RtHITECT SCALE 1/4" = 1 -0" DATE June 19, 2008 CHECKED BY dw PROJECT NUMBER SHEET NUMBER A 4.01 All rights reserved. Material may not be reproduced in any form without permission from Bainbridge Architects Collaborative. / \ \ NORTH ELEVATION / 1/4 = NOTES 1. PANEL TYPE #1- PREFORMED METAL WALL PANELS. VERTICAL INSTALLATION. EXPOSED FASTENERS TO MATCH ADJACENT PANEL COLOR. 2. PANEL TYPE #2- PREFORMED METAL WALL PANELS. HORIZONTAL INSTALLATIOIN. EXPOSED FASTENERS TO MATCH ADJACENT PANEL COLOR. 3. WALL - MOUNTED EXTERIOR LIGHT FIXTURE. PROVIDE BLOCKING FOR MOUNTING. RECEIVED -1jul�� 2 4 20M pEHM T CENTEF 2' 4' 8' SCALE: 1/4" = 1' -0" DANA L. WEBBER ARCHITECT, PLLC BAINBRIDGE ARCHITECTS G ❑ L L A B ❑ R A T I V E 330 MADISON AVENUE S SUITE 1 1 ❑ BAINBRIDGE ISLAND, WA 98110 (2 06) 842-2011 V ❑ICE (2 06) 842 -9386 FAX Seattle Sounders FC Team Lounge and Locker Room Starfire Sports Complex Tukwiila , WA PERMIT SET If this drawing Is not 22" x 34 ", it is a reduced print, scale accordingly. REVISIONS NO. DRAWN BY dw SHEET TITLE PROJECT NUMBER 0803 DATE June 19, 2008 DESCRIPTION EXTERIOR ELEVATIONS SCALE 1 /4" = 1' -0" CHECKED BY dw EGISTERED RCHITECT L. Webber STATE OF WASHINGTON All rights reserved. Material may not be reproduced in any form without permission from Bainbridge Architects Collaborative. SHEET NUMBER A 4.02 DATE et F/!/!/!/!/VAM It ® i;;/;i i ! /!1 A!/l//l11!1!1!/A /!/l/ 11 AVM !1!/!/lk/W/l/V NOSW A!/ ! /! /!1REA!/!/!/!/% ►� ....u. crimp ►� (1' 11:1 j:1: ! !'1.'1 1 PROVIDE ONE -HOUR PROTECTION AT ALL LIGHT FIXTURES. CONTRACTORS' OPTION: PROVIDE ONE -HOUR RATED FIXTURES OR PROVIDE RATED PROTECTION PHYSICAL THERAPY 1 SI"i.... ' 1'1'1 ' 11:.1'�'�' ma.. sea./ LOCKER ROOM WALL #1 IGID INSULATION SLAB EDGE TYP. ROOF ASSEMBLY #2 NEW BUILDING AREA BELOW EXIST'G ROOF I J R -10 RIGID INSULATION AT SLAB EDGE TYP. EXISTING BUILDING AREA C1 ROOF ASSEMBLY #3 C2 ROOF ASSEMBLY #1 BUILDING SECTION 3/8" = 1-0" 111 = 1.1.1.1.1.1.1.MAW/ . 1. 1 .1.1.1.1.1.1.1.1.1.1.1.1.1.1.1. BUILDING SECTION' 3/8" = A A A A A A EQUIP /LAUNDRY 113 bO8393 0 1' -4" 2' -8" SCALE: 3/8" = 1' -0" Rol I ra: COD APPROV 012, 12 2048 13131040. 01 I 5' -4" RECEIVED JUN 242000 PERMIT CENTER DANA L. WEBBER ARCHITECT, PLLC BAINBRIDGE ARCHITECTS C O L L A B O R A T I V E 330 MADISON AVENUE S SUITE 1 1 0 BAINBRIDGE ISLAND, WA 98110 (206) 842-2011 VOICE (2 06) 842 -9386 FAX Seattle Sounders FC Team Lounge and Locker Room Starfire Sports Complex Tukwiila , WA PERMIT SET If this drawing is not 22" x 34 ", it is a reduced print, scale accordingly. REVISIONS NO. DESCRIPTION DATE DRAWN BY dw SHEET TITLE PROJECT NUMBER 0803 SCALE 3/4 " =1'0" DATE June 19, 2008 69 7 -- \ REGISTERED ARCH HITECT and L. Webber STATE OF WASHINGTON BUILDLING SECTIONS CHECKED BY dw SHEET NUMBER A 4.1 All rights reserved. Material may not be reproduced in any form without permission from Bainbridge Architects Collaborative. ROOF ASSEMBLY #3 - .......�■ - - - -------- - - -- -- . -- - - - - -- �� 1 1 1 111 1 1 / / / / / . - - - - -- - -- - -- - - ---_ ----- --- � - - / / I / / / /�1 / . �'► 111111111 /// � / � / � /�i� /b l� / / b� ////11/// - - ■ LOUNGE KITCHEN BUILDING SECTION = 1' -0" OB-39 3 0 1' -4" 2-8" 14.01 CODE APPROVED s .? 12 2.000 WILODIG .01500 SCALE: 3/8" = 1' -0" RECEIVED CITY OF TUKWILA AUG 2 9 2008 PERMIT CENTER 5' -4" DANA L. WEBBER ARCHITECT, PLLC BAINBRIDGE ARCHITECTS C O L L A B O R A T I V E 255 ERICKSEN AVENUE BAINBRIDGE ISLAND, WA 981 1 ❑ (2 06) 842-2011 VOICE (2 06) 842 -9386 FAX Seattle Sounders FC Team Lounge and Locker Room Starfire Sports Complex Tukwiila , WA PRICING AND CHECK SET If this drawing is not 22" x 34 ", it is a reduced print, scale accordingly. REVISIONS NO. DRAWN BY dw SHEET TITLE BUILDING SECTIONS PROJECT NUMBER 0803 DESCRIPTION BUILDING DEPT CORRECTIONS SCALE 3/4 " =1'0" A 4.12 DATE August 13, 2008 CHECKED BY dw 57 REGISTERED 69 D ;, " HITECT D �.= C°`FlVebber STATE OF WASHINGTON SHEET NUMBER DATE 8/29/08 All rights reserved. Material may not be reproduced in any form without permission from Bainbridge Architects Collaborative. BASE: LAYER %2" TYPE X GWB WITH 1" TYPE S -12 SCREWS @ > 12" o.c. FACE: LAYER %2" TYPE X GWB WITH 1%" TYPE S -12 SCREWS @ 12" o.c. CEILING SYSTEM ATT. TO EXIST'G STRUCTURE. A. J r IrezzlllL NEW MTL ROOF O/ NEW MTL DECK ASSEMBLY TO COMPLY ROOF ASSEMBLY #1 GA FILE NO. BM 1137 1 = 1-0" ONE -HOUR ROOF /CEILING ASSEMBLY NEW R -30 BATT INSULATION BASE: LAYER %2" WNAPOR BARRIER TYPE X GWB NEW STRUCTURE NEW SPRAY -ON FIREPROOFING- ONE -HOUR WITH 1" TYPE S -12 SCREWS @ 12" o.c. FACE: LAYER %2" TYPE X GWB WITH 1%" TYPE S -12 SCREWS @ 12" o.c. CEILING SYSTEM ATT. TO EXIST'G STRUCTURE. c 4 ONE -HOUR ROOF /CEILING ASSEMBLY EXIST'G MTL ROOF DECK ASSEMBLY TO COMPLY ROOF ASSEMBLY #2 GA FILE NO. BM 1137 NEW R -30 BATT INSULATION BASE: LAYER %2" WNAPOR BARRIER TYPE X GWB WITH 1" TYPE S-12 SCREWS> EXISTING @ 12" o.c. STRUCTURE EXISTING FIREPROOFING FACE: LAYER %2" TYPE X GWB WITH 1%" TYPE S -12 SCREWS @ 12" o.c. CEILING SYSTEM ATT. TO EXIST'G STRUCTURE. - 1 1 �1 e t t 1 1 1 e t t �t 1 1 t t t t/ i i ®t r �i i/VIP Y + y (8) 1 1/2" = WALL ASSEMBLY #1 DOB31 EXIST'G MTL ROOF DECK STL MESH W/ HEX 1" OPENINGS 20 GA. GALV. STL, ATT. TO PURLINS TO SUPPORT INSUL. EXISTING BATT INSULATION. REMOVE VAPOR BARRIER ADD BATT INSULATION TO TOTAL R -30 W/ NEW VAPOR BARRIER EXISTING STRUCTURE EXISTING FIREPROOFING ASSEMBLY TO COMPLY ROOF ASSEMBLY #3 GA FILE NO. BM 1137 1 " = 1' -0" ONE -HOUR ROOF /CEILING ASSEMBLY (1) LAYER 5/8" TYPE X GWB VAPOR RETARDER R -19 BATT INSUL. 5/8" EXT. GYP SHEATHING. DENSGLAS GOLD OR EQ. BLDG PAPER 1" MTL HAT CHANNELS PREFINISHED MTL WALL PANEL ONE -HOUR WALL GA FILE REF: WP 8006 RECEIVED CITY OF TUKWILA► AUG 2 9 2008 PERMIT CENTER DANA L. WEBBER ARCHITECT, PLLC BAINBRIDGE ARCHITECTS C O L L A B O R A T I V E 255 ERICKSEN AVENUE BAINBRIDGE ISLAND, WA 9B1 1 ❑ (206) 842-201 1 VOICE (2 06) 842 -9386 FAX Seattle Sounders FC Team Lounge and Locker Room Starfire Sports Complex Tukwiila , WA PRICING AND CHECK SET If this drawing is not 22" x 34 ", it is a reduced print, scale accordingly. REVISIONS NO. SHEET TITLE DESCRIPTION BUILDING DEPT CORRECTIONS DRAWN BY CHECKED BY dw dw 6957 0803 SCALE AS NOTED DATE August 13, 2008 ISJT�ERED f. NI CECT an L. Webber STATE OF WASHINGTON WALL AND ROOF ASSEMBLIES PROJECT NUMBER SHEET NUMBER A 5.11 DATE 8/29/08 All rights reserved. Material may not be reproduced in any form without permission from Bainbridge Architects Collaborative. STEEL HANDRAIL /GUARDRAIL ASSEMBLY CONCRETE- FILLED METAL PAN DECK STEEL LANDING RIM STEEL LANDING SUPPORT STAIR CONFIGURATION SHOWN FOR GENERAL DESIGN INTENT AND FOR CODE COMPLIANCE. DESIGN, ENGINEERING AND DETAILING OF STEEL STAIRS BY STAIR MANUFACTURER. STAIR ELEVATION STEEL STRINGER CONCRETE - FILLED TREADS W/ STEEL RISER 10T @11 "EA. EMEW. JUN 2 41008 PERMIT CENTER DANA L. WEBBER ARCHITECT, PLLC BAINBRIDGE ARCHITECTS C O L L A B O R A T I V E 330 MADISON AVENUE S SUITE 1 1 ❑ BAINBRIDGE ISLAND, WA 981 1 ❑ (206)1342-2011 VOICE (206)1342-93136 FAX Seattle Sounders FC Team Lounge and Locker Room Starfire Sports Complex Tukwiila , WA PERMIT SET If this drawing is not 22" x 34 ", it is a reduced print, scale accordingly. REVISIONS NO. DESCRIPTION DATE DRAWN BY dw SHEET TITLE STAIR PLANS 0803 695] H na L. Webber STATE OF WASHINGTON SCALE AS NOTED DATE June 19, 2008 CHECKED BY dw REGISTERED A' CHITECT PROJECT NUMBER SHEET NUMBER A 6.01 All rights reserved. Material may not be reproduced in any form without permission from Bainbridge Architects Collaborative. DOOR SIZE TYPE FINISH FRAME FINISH RATING TYPE U -VALUE HARDWARE HW GROUP NOTES / ext/int \ N/A / '100 3' -0" x 7' -0" Steel P -X /P -X HM P -X N/A B 0.20 PANIC WEATHERSTRIPPING 101 3' -0" x 7' -0" Storefront Anodized Aluminum Anod. N/A C 0.20 PANIC RE -USE EXISTING STOREFRONT DOOR LEAF IN NEW FRAME. PROVIDE WEATHERSTRIPPING 102 6' -0" x 7' -0" Storefront Anodized Aluminum Anod. N/A C 0.20 LOCK RE -USE EXISTING STOREFRONT DOOR. PROVIDE WEATHERSTRIPPING 103 3' -0" x 7' -0" Steel P -X /P -X HM P -X N/A D 0.20 LOCK WEATHERSTRIPPING 104 3' -0" x 7' -0" Steel P -X/P -X HM P -X N/A A 0.20 LOCK WEATHERSTRIPPING 105 3' -0" x 7' -0" Steel P -X /P -X HM P -X N/A A 0.20 LOCK \ WEATHERSTRIPPING 106 3' -0" x 7' -0" Storefront Anodized Aluminum Anod. N/A C 0.20 PANIC / RE -USE EXISTING STOREFRONT DOOR LEAF IN NEW FRAME. PROVIDE WEATHERSTRIPPING 110 3' -0" x 7' -0" SC Wood ST- X /ST -X Timely Anod. N/A E N/A Push -Pull SELF- CLOSING 111 3' -0" x 7' -0" SC Wood ST- X /ST -X Timely Anod. N/A E N/A LOCK 112 3' -0" x 7' -0" SC Wood ST- X /ST -X Timely Anod. N/A E N/A PRIVACY ACCESSIBILITY SIGNAGE 113 3' -0" x 7' -0" SC Wood ST- X /ST -X Timely Anod. N/A E N/A LOCK 114 3' -0" x 7' -0" SC Wood ST- X /ST -X Timely Anod. N/A E N/A PASSAGE 115 3' -0" x 7' -0" SC Wood ST- X /ST -X Timely Anod. N/A E N/A LOCK 116 3' -0" x 7' -0" Shower Door Anodized Aluminum Anod. N/A N/A Push -Pull Coordinate w/ Sauna Room Reqmt's 117 3' -0" x 7' -0" Shower Door Anodized Aluminum Anod. N/A N/A Push -Pull Coordinate w/ Sauna Room Reqmt's 118 3' -0" x 7' -0" SC Wood ST- X /ST -X Timely Anod. N/A E N/A Push -Pull SELF- CLOSING 119 3' -0" x 7' -0" SC Wood ST- X /ST -X Timely Anod. N/A F N/A LOCK Locker upper and lower doors. Provide latch at each leaf. 120 3' -0" x 7' -0" Steel P -X /P -X HM P -X N/A B N/A LOCK DOOR SCHEDULE DOOR TYPES / A EXTERIOR NOTES 9' -4n / N N B INTERIOR Painted steel door Painted steel door WINDOW SCHEDULE field verify size of exist'g window (001) (003) Re-use existing aluminum window. FRAME TYPE: Aluminum nail - flange frame, thermally- broken GLAZING: Dual- glazed, low -e, argon- filled, 1" nominal units. U- VALUE: Provide min. u -value 0.40 "T" provide tempered glass where indicated "D" provide diffused glass where indicated T' C EXTERIOR Aluminum storefront door EQ. 6' -0" new window N T D EQ. EXTERIOR Hollow -core steel door w/ half -lite- Re -use existing door in new frame. / E INTERIOR solid -core wood door (003) new window F INTERIOR solid -core wood dutch -door Co 2' -0" (004) new window EQ. T........ .. D EQ. EQ. EQ. ALUMINUM STOREFRONT SYSTEM 2 X 4 nominal aluminum frame system, thermally broken "T "- Provide tempered glass where noted. "D "- Provide diffused glass where noted, indicated by hatch. T T T T T T iv co B- 313 RECEIVED Jut' 2 4 2006 PERMIT CENTER 0 2' 4' 8' SCALE: 1/4" = 1' -0" DANA L. WEBBER ARCHITECT, PLLC BAINBRIDGE ARCHITECTS C O L L A B O R A T I V E 330 MADISON AVENUE S SUITE 1 1 ❑ BAINBRIDGE ISLAND, WA 98110 (2 06) 842-2011 VOICE (206) 842 -9386 FAX Seattle Sounders FC Team Lounge and Locker Room Starfire Sports Complex Tukwiila , WA PERMIT SET If this drawing is not 22" x 34 ", it is a reduced print, scale accordingly. REVISIONS NO. DESCRIPTION DRAWN BY dw SHEET TITLE 6957 - REGISTERED r CHITECT °Webber STATE OF WASHINGTON DOOR AND WINDOW SCHEDULE CHECKED BY dw DATE PROJECT NUMBER 0803 SCALE 1/4"=1'0" DATE June 19, 2008 SHEET NUMBER .1 All rights reserved. Material may not be reproduced in any form without permission from Bainbridge Architects Collaborative. /\ 1 \/ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / DOOR SCHEDULE DOOR TYPES / A EXTERIOR NOTES 9' -4n / N N B INTERIOR Painted steel door Painted steel door WINDOW SCHEDULE field verify size of exist'g window (001) (003) Re-use existing aluminum window. FRAME TYPE: Aluminum nail - flange frame, thermally- broken GLAZING: Dual- glazed, low -e, argon- filled, 1" nominal units. U- VALUE: Provide min. u -value 0.40 "T" provide tempered glass where indicated "D" provide diffused glass where indicated T' C EXTERIOR Aluminum storefront door EQ. 6' -0" new window N T D EQ. EXTERIOR Hollow -core steel door w/ half -lite- Re -use existing door in new frame. / E INTERIOR solid -core wood door (003) new window F INTERIOR solid -core wood dutch -door Co 2' -0" (004) new window EQ. T........ .. D EQ. EQ. EQ. ALUMINUM STOREFRONT SYSTEM 2 X 4 nominal aluminum frame system, thermally broken "T "- Provide tempered glass where noted. "D "- Provide diffused glass where noted, indicated by hatch. T T T T T T iv co B- 313 RECEIVED Jut' 2 4 2006 PERMIT CENTER 0 2' 4' 8' SCALE: 1/4" = 1' -0" DANA L. WEBBER ARCHITECT, PLLC BAINBRIDGE ARCHITECTS C O L L A B O R A T I V E 330 MADISON AVENUE S SUITE 1 1 ❑ BAINBRIDGE ISLAND, WA 98110 (2 06) 842-2011 VOICE (206) 842 -9386 FAX Seattle Sounders FC Team Lounge and Locker Room Starfire Sports Complex Tukwiila , WA PERMIT SET If this drawing is not 22" x 34 ", it is a reduced print, scale accordingly. REVISIONS NO. DESCRIPTION DRAWN BY dw SHEET TITLE 6957 - REGISTERED r CHITECT °Webber STATE OF WASHINGTON DOOR AND WINDOW SCHEDULE CHECKED BY dw DATE PROJECT NUMBER 0803 SCALE 1/4"=1'0" DATE June 19, 2008 SHEET NUMBER .1 All rights reserved. Material may not be reproduced in any form without permission from Bainbridge Architects Collaborative. /\ 1 \/ / DOOR SCHEDULE DOOR TYPES / A EXTERIOR NOTES 9' -4n / N N B INTERIOR Painted steel door Painted steel door WINDOW SCHEDULE field verify size of exist'g window (001) (003) Re-use existing aluminum window. FRAME TYPE: Aluminum nail - flange frame, thermally- broken GLAZING: Dual- glazed, low -e, argon- filled, 1" nominal units. U- VALUE: Provide min. u -value 0.40 "T" provide tempered glass where indicated "D" provide diffused glass where indicated T' C EXTERIOR Aluminum storefront door EQ. 6' -0" new window N T D EQ. EXTERIOR Hollow -core steel door w/ half -lite- Re -use existing door in new frame. / E INTERIOR solid -core wood door (003) new window F INTERIOR solid -core wood dutch -door Co 2' -0" (004) new window EQ. T........ .. D EQ. EQ. EQ. ALUMINUM STOREFRONT SYSTEM 2 X 4 nominal aluminum frame system, thermally broken "T "- Provide tempered glass where noted. "D "- Provide diffused glass where noted, indicated by hatch. T T T T T T iv co B- 313 RECEIVED Jut' 2 4 2006 PERMIT CENTER 0 2' 4' 8' SCALE: 1/4" = 1' -0" DANA L. WEBBER ARCHITECT, PLLC BAINBRIDGE ARCHITECTS C O L L A B O R A T I V E 330 MADISON AVENUE S SUITE 1 1 ❑ BAINBRIDGE ISLAND, WA 98110 (2 06) 842-2011 VOICE (206) 842 -9386 FAX Seattle Sounders FC Team Lounge and Locker Room Starfire Sports Complex Tukwiila , WA PERMIT SET If this drawing is not 22" x 34 ", it is a reduced print, scale accordingly. REVISIONS NO. DESCRIPTION DRAWN BY dw SHEET TITLE 6957 - REGISTERED r CHITECT °Webber STATE OF WASHINGTON DOOR AND WINDOW SCHEDULE CHECKED BY dw DATE PROJECT NUMBER 0803 SCALE 1/4"=1'0" DATE June 19, 2008 SHEET NUMBER .1 All rights reserved. Material may not be reproduced in any form without permission from Bainbridge Architects Collaborative. - I/4" = SHOWER ELEVATION accessible lavatory FIXTURE MOUNTING HEIGHTS 1/4 = 1' -0" acces ible toilet accessible toilet flush handle @ open side urinal toilet seat cover dispenser paper towel dispenser/ waste receptacle NOTES 1. COMPLY W/ ANSI 117.1 -2003 2. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT AND SHALL COMPLY W/ SECTION 302. 3. CHANGES IN LEVEL GREATER THAN 1/4" IN HEIGHT AND NOT MORE THAN 1/2" IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 3. OBJECTS WITH LEADING EDGES MORE THAN 27" AND NOT MORE THAN 80 INCHES ABOVE THE FLOOR SHALL PROTRUDE 4" MAXIMUM HORIZONTALLY IN TO THE CIRCULATION PATH. 5. GRAB BARS SHALL HAVE A MINIMUM CROSS - SECTION OF 1 -1/4" AND MAXIMUM CROSS SECTION OF 2 ". GRAB BARS SHALL BE MOUNTED 2" FROM THE WALL AND SHALL BE DESIGNED TO WITHSTAND VERTICAL AND HORIZONTAL STRESSES OF 250 LB. 6. COMMUNICATION ELEMENTS SHALL COMPLY WITH SECTION 701. 7. HAND SHOWER SHALL HAVE A HOSE 59" MIN IN LENGTH, THAT CAN BE USED BOTH AS A FIXED SHOWER HEAD AND AS A HAND SHOWER. BATHROOM ACCESSORIES PAPER TOWEL DISPENSER TOILET SEAT DISPENSER WALL - MOUNTED MIRROR WASTE RECEPTACLE TOILET PAPER DISPENSER SOAP DISPENSER DANA L. WEBBER ARCHITECT, PLLC BAINBRIDGE ARCHITECTS C O L L A B O R A T I V E 330 MADISON AVENUE S SUITE 110 BAINBRIDGE ISLAND, WA 9B1 1 ❑ (206) 842 VOICE (206) 842 -9386 FAX Seattle Sounders FC Team Lounge and Locker Room Starfire Sports Complex Tukwiila , WA PERMIT SET If this drawing is not 22" x 34 ", it is a reduced print, scale accordingly. REVISIONS NO. DESCRIPTION DRAWN BY dw 6957 SHEET TITLE TOILET AND ACCESSIBILITY PROJECT NUMBER 0803 DAT June 19, 2008 GISTERED HITECT D. a . Webber STATE OF WASHINGTON SCALE AS NOTED CHECKED BY dw SHEET NUMBER A 8.31 DATE All rights reserved. Material may not be reproduced in any form without permission from Bainbridge Architects Collaborative. JOB NO: 02116005 ENGINEER: A.TUCKER DRAWN: D.G. DATE: 06- -2008 SHEET NO: 81.1 0 rn a) v a N co 0 I M 0 0 a; v, U, 0 0 N 0 0 rn c v a `t v U) O 0 0 0 co 0 0 N v U v v7 (;1 N, I U, ih U, D- S.J. 7' -2" r r E -2.1 ( NEW 4" SLAB ON GRADE REINFORCED w/ 12x12 2.9x2.9 WWF INFILL EXIST OPENING 6 "x1 s "x18GA. JOISTS ® 24 "o /c D -2.1 30'-0" 1 i "(22GA) HSB 36 DKG. w /LAPPING SIDE SEAMS EXIST M.B.S. METAL ROOF vi FOUNDATION PLAN 1 " = 1' -O" NOTES: TOP OF SLAB ON GRADE IS AT DATUM ELEVATION � i�0'l, (U.N.O.) 2. TOP OF FOOTING ELEVATIONS INDICATED THUS: ( - ). 3. CENTER FOOTINGS ON WALLS OR COLUMNS, (U.N.O.) 4.) SEE SHEET S2.1 FOR TYP. FRAMING DTLS. (U.N.O.) 5.) WHERE BEARING WALLS SUPPORT JOISTS, PLACE THE STUDS DIRECTLY BELOW JOISTS. SEAT STUD WEBS TIGHT TO WEB OF TOP & BOT. TRACKS, TYP. 6.) X- BRACES SHOWN THUS: n & NOTED AS 0 ARE PER ELEVATION F -2.1 & WALL BRACING SCHEDULE. z 0 U 30' -0" EXIST 4" SLAB ON GRADE REINFORCED w/ 12x12 2.9x2.9 WWF REF. ELEV. I 0' -O" I 30' -0" ROOF FRAMING PLAN r w� J 10 0 D -2.1 12 "x1 F JOISTS ; ® 24 "o /c NEW 4" SLAB ON GRADE REINFORCED w/ 12x12 2.9x2.9 WWF H "x 12GA. E72.2 S IM. R. NOTES: *" = 1' -0" 1.) [ '- "] INDICATES TOP OF FRAMING ELEVATION (BOTTOM OF DECKING ) 2. ABOV< E "> I DATU NDICA M. TES TOP OF PARAPET ELEVATION ABOVE DATUM. 3. CONTRACTOR AND TRUSS SUPPLIER TO VERIFY M/U WEIGHTS AND LOCATIONS. 4. SEE SHEET S2.2 FOR TYP. FRAMING DTLS. (U.N.O.) 5. PROVIDE JOIST BLOCKING /BRACING PER SHT S2.2. SEE "JOIST BRACING SCHEDULE" SHT, S2.2 C -2.1 30' -0" F -2.2 S.J. S.J. S.J. S.J. = 11 1 F -2.1 N N a M N B -2.1V cs) 2" x 16GA. JOIST BRACING STRAP BOT TYP. I: H GENERAL NOTES THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE CODE: UNIFORM BUILDING CODE -- 2006 IBC - ASTM'S LATEST EDITION LIVE LOADS ROOF 25 PSF (DRIFTING SNOW BASED ON 20 PSF GROUND SNOW) WIND 85 MPH, EXPOSURE B, IMPORTANCE FACTOR 1.0 SEISMIC Ss = 1.359, S1 = 0.469, Ie = 1, SITE CLASS "D" SDC = "D ", Sds = 0.906 Sd1 = 0.479 EQUIVALENT LATERAL FORCE PROCEDURE USED. OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PREOVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACOTR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SOT HE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. FOUNDATION THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 1000 PSF IN ACCORDANCE WITH SOILS REPORT #2003001 DATED 2 -19 -03 PREPARED BY BERQUIST ENGINEERING SERVICES, INC. PREPARE THE SITE PER SOILS ENGINEER'S RECOMMENDATIONS. BEAR ALL FOOTINGS AND SLABS ON PROPERLY PREPARED NATIVE SOILS OR ON COMPACTED STRUCTURAL FILL, SEE SOILS REPORT. COMPACT ALL STRUCTURAL FILL AND BACKFILL PER SOILS ENGINEER'S RECOMMENDATIONS. DETERMINE MAXIMUM DENSITY BY ASTM D -1557. EXTEND ALL EXTERIOR FOOTINGS 18" MIN. BELOW FINAL FINISHED GRADE. SEE ARCH, AND SOILS REPORT FOR SLAB ON GRADE UNDERLAYMENT. CAST-IN-PLACE-CONCRETE F'c = 3000 PSI FOR ALL CAST -IN- PLACE - CONCRETE. ULTIMATE STRENGTH DESIGN METHOD USED. CONCRETE MAY BE PROPORTIONED ON THE BASIS OF FIELD EXPERIENCE AND TRIAL MIXTURES AS DESCRIBED IN CODE. SUBMIT MIX DESIGN AND DATA AS REQUIRED FOR EACH METHOD. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE UBC AND ACI CODE 318. PROPORTION AGGREGATE TO CEMENT TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. SEE SPECIFICATIONS FOR ADMIXTURES. PROVIDE 5% + 1 -1/2% TOTAL AIR CONTENT FOR CONCRETE EXPOSED TO FREEZING AND THAWING EXPOSURES. LIMIT WATER- CEMENT RATIO TO .45 AND USE TYPE V CEMENT WHERE CONCRETE IS EXPOSED TO SOIL CONTAINING WATER SOLUBLE SULFATE IN EXCESS OF .2 %. ADD NO WATER AT SITE. WATER REDUCING OR SUPERPLASTICIZING ADMIXTURES MAY BE USED TO INCREASE WORKABILITY WITHOUT INCREASING WATER - CEMENT RATIO OF DESIGN MIX SUBMITTAL. SEE SPECIFICATIONS FOR CURING 3/4" CHAMFER ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. REINFORCING STEEL USE DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTM A615, GRADE 60 (fy= 60,000 psi). LAP CONTINUOUS REINFORCING BARS 36 BAR DIAMETERS, 2' -0" MINIMUM, UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS (2' -0" MIN. BEND) FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS EXCEPT STIRRUPS AND TIES SHALL HAVE 135 DEGREE ACI SEISMIC HOOKS. COVER TO REINFORCEMENT: NONPRESTRESSED CAST -IN -PLACE CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH FORMED SURFACES EXPOSED TO EARTH OR WEATHER 11 "(22GA) HSB 36 DKG. w /LAPPING SIDE SEAMS NOT EXPOSED TO WEATHER OR IN CONTACT WITH SLABS, WALLS, JOISTS (INCHES) 3 #6 AND LARGER 2 #5 AND SMALLER 1 -1/2 GROUND 14 AND LARGER 1 -1/2 #11 AND SMALLER 3/4 BEAMS, COLUMNS PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1 -1/2 LIGHT GAGE STEEL (SEE DRAWING $2.1) ROOF DECKING ROOF DECKING TO BE 1 -1/2 22 GAGE TYPE B ROOF DECK WITH ASTM A446, GRADE A. CONNECT TO SUPPORTS WITH 5 #12 TEKS SCREWS PER SHEET ACROSS EACH SUPPORT AND 12" o/c AT SUPPORTS PARALLEL TO SPAN U.N.O. INSPECTIONS INSPECTIONS ARE TO BE PER UBC CHAPTER 17 AND ARE TO BE BY AN INDEPENDENT TESTING LAB. FOUNDATION: CONCRETE: REINFORCING: CONC. EXPANSION & MASONRY ANCHORS & DRILLED IN DOWELS: WELDING: SHOP DRAWINGS SUBMIT 2 SETS OF PRINTS AND 1 SET OF REPRODUCIBLE SEPIAS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: CONCRETE MIX, STRUCTURAL STEEL, MISCELLANEOUS STEEL, REINFORCING STEEL AND JOISTS. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS... ". SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR APPROVAL PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY THE SUPPLIER OF THAT EQUIPMENT. IF THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL REGARDING THE DESIGN OF THESE DETAILS, IT WILL BE THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. ABBREVIATIONS ARCH. B. OR BOT. BTWN. BLDG. C.I.P. CLR. CNTR. CON. CONT. CONTR. DIA. EA. EL. OR ELEV. E.N.W. OR ENW E.F. E.W. F.O.C. F.O.P. F.O.S. F.O.W. FTG. H. OR HORIZ. I.F. INC. KB L.L.H. L.L.V. INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS. TAKE CONCRETE CYLINDERS AS REQUIRED BY CODE, VERIFY SLUMP STRENGTH, AIR CONTENT, PLACEMENT OF CONNECTIONS AND ANCHOR BOLTS. VERIFY THAT ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE, GRADE, AND SPACING. COPY OF ICBO REPORT FOR ANCHORS OR ADHESIVE SYSTEM USED MUST BE AVAILABLE AT JOB SITE. VERIFY ANCHORS OR ADHESIVE SYSTEM INSTALLATION IS IN ACCORDANCE WITH REPORT. PER AWS, SECTION 6. INCLUDES WELDING OF REINFORCING AND DECK. INSPECT THE FOLLOWING PRIOR TO WELDING: PERSONNEL QUALIFICATIONS, WELDING PROCEDURES, WELDING EQUIPMENT, WELDING CONSUMABLES, BASE METAL QUALITY, JOINT PREPARATION AND FIT -UP, PREHEAT, WELDING CONDITIONS. DURING WELDING INSPECT THE FOLLOWING: TACK WELD QUALITY, WELD PROCEDURES, INTERPASS TEMPERATURES, CONSUMABLE CONTROLS, INTERPASS CLEANING, VISUAL INSPECTION, NDT, IF REQUIRED. AFTER WELDING INSPECT THE FOLLOWING, IF REQUIRED: CONFORMITY TO PLANS AND SPECIFICATIONS, CLEANING, VISUAL INSPECTION, NDT, REPAIRS INSPECTION, POST WELD HEAT TREATMENT, DOCUMENTATION. NDT IS REQUIRED FOR ALL COMPLETE PENETRATION WELDS - SHOP & FIELD. VISUAL INSPECTION IS REQUIRED FOR ALL OTHER FIELD WELDS. = ARCHITECT = BOTTOM = BETWEEN = BUILDING = CAST IN PLACE = CLEAR = CENTER = CONCRETE = CONTINUOUS = CONTRACTOR = DIAMETER = EACH = ELEVATION = ENGINEERS NORTHWEST = EACH FACE = EACH WAY = FACE OF CONCRETE = FACE OF PLYWOOD = FACE OF STUD = FACE OF WALL = FOOTING = HORIZONTAL = INSIDE FACE = INCLUDING = KWIK BOLT = LONG LEG HORIZONTAL = LONG LEG VERTICAL M.A.S. M.R.S N.F. N.T.S. O.F. OPNG. O.T.O. PNL. REINF. R.O. SW SIM. SYMM T. T.O.F. T.S. TYP. = MASONRY (CLAY OR CMU) = METAL ROOF SUPPLIER = NEAR = NOT TO SCALE = OUTSIDE FACE = OPENING = OUT TO OUT = PANEL = REINFORCING = ROUGH OPENING = SHEARWALL = SIMILAR = SYMMETRICAL = TOP = TOP OF FOOTING = TUBE STEEL = TYPICAL AT ALL SIMILAR PLACES U.N.O. = UNLESS NOTED OTHERWISE V. OR VERT. = VERTICAL V.I.F. = VERTICAL INSIDE V.O.F. = VERTICAL OUTSIDE FACE W/ = WITH REVIEWED FOR CODE COMPLIMIC APPROVE SEP 2 2 * Tukvitta R CEW F f1' PERMIT GEM't D08-3 z 0 0 z w 0 W F- 0 z Ct z 0 o` 3 z a z o L i . 0 0 z w z ( x 0 FRAMING PROPERTIES ITEM CALLOUT MINIMUM THICKNESS MINIMUM PROPERTIES * APPROVED SUPPLIERS & THEIR CALLOUT FOR THESE ITEMS Fy(k.s.i.) I(in. S(in. A(in. ry 1� .45 SSMA ICB04943 ROOF 12" ROOF ** SUPPORT JOISTS 16 .0566 50 26.96 4.49 1.57 12" x 1 i" x 12GA. = 1200S162 - 97 (50ksi) 6" ROOF SUPPORT JOISTS ** 33 2.31 0.76 0.44 .57 (33ksi) 6005162 - 43 33ksi 6" x 11" x 18GA. 8 � IN 12" ROOF TRACK ** 12" x 1 i" x 16GA. NOY. 50 13.1 1 1.36 0.82 .27 1200T125 - 54 (50ksi) 6" ROOF TRACK ** 6" x 1 i" x 160A. 50 2.22 0.65 0.48 .33 600T125 - 54 (50ksi) C8 HEADERS ** (TYP. U.N.Q.) 33 9.26 2.31 1.07 (2)800S162 - 43 (33ksi) (2) 8" x 1" x18GA. .� ,t,,, WALL TOP TRACK ** (U.N.O.) 6" x 1 r x 16GA. [ 50 2.22 0.65 0.48 0.33 600T125 - 54 (50ksi) WALL BOT. TRACK ** (U.N.O.) 6 "x 1" x 14GA. [ 33 2.96 0.91 0.48 0,33 600T125 - 54 (33ksi) WALL STUDS 6" x 1$" x 160A. E i "MIN. 50 2.86 0.92 0.55 0.57 600S162 - 54 (50ksi) 1? x 18GA. BRACING /BLKG. STRAPS (HORIZ. IN WALLS) 1 2" WIDE x 18GA. FLAT STRAP ALT. 1i" x 16GA. C.R.C. SCREWS (MTL. TO MTL.) #8 -18 x 1" HWH #2 OR PPH #2 HILTI SCREWS (G.W.B. TO MTL.) #10 -24 x 1 ?" PWH #3 HILTI WALL & BOTTOM TRACK ANCHORS 2" DIA. HILTI KB3 EMBED 4i" MIN. HILTI I.C.B.O. 2388 THICKNESS OF STEEL COMPONENTS GAUGE DESIGN THICKNESS MINIMUM THICKNESS 22 .0283 .0269 20 .0346 .0329 18 .0451 .0428 16 .0566 .0538 14 .0713 .0677 HOLDOWN SCHEDULE HOLDOWN ANCHORS SCREWS SIMPSON S /LTT20 2"0 ALL - THREADED EMBEDDED INTO HILTI HIT HY -150 ADHESIVE 8 #10 SIMPSON S /HTT14 $ "cii ALL - THREADED EMBEDDED INTO HILTI HIT HY -150 ADHESIVE 14 #10 WALL BRACING SCHEDULE MARK STRAP (50 k.s.i.) HOEDOWN NUMBER OF SCREWS GUSSET TO T. & B. TRACK GUSSET TO DBL. STUDS GUSSET TO STRAP 0 3 „ x 16GA. S /HTT14 12 25 15 JOB NO: 02116005 ENGINEER: A.TUCKER DRAWN: D.G. DATE: 06- -2008 SHEET NO: S2.1 CRC OR STRAP PER SCHEDULE FINISH PER ARCH. 2 - #4 CONT. 1 (PER ' PLAN) c° r 0) ?' i3 00 AGE �P Sc RE�� u 1� 4 1 " DIA ANCHORS 24 "o /c MAX. & 6" MAX. FROM EA. END OF TRACK, (U.N.O.) - V I I I I I I � I I 1 III = III -III 1 0 0 8 " SECTION L4x CONT.(LLV) w /1" 0 HILTI KB3 0 24 "o /c & 6" FROM ENDS (EMBED 4 ") SECTION 4 PER PLAN EXIST. WALLS 6x11x16GA. STEEL STUDS 0 24 "o /c I4GA. CONT. TRACK w/ "0 A. BOLTS © 24 "o /c EMBED 8 ") 1? 22 GA "B" DECK #4 0 12 "o /c 2 - #5 CONT. A -2.1 " = 1' -0" E-2.1 3. = 1 -0 ONE SIDE ONLY. CRC MY BE USED IN PLACE OF THE STRAP BLOCKING. TRACK BLOCKING TO MATCH STUDS, PLACE © 10' -0 » o /c MAX. ALONG WALL & 0 EACH END OF WALL BEND UP 4" 0 EA. END. 4 SCREWS TO STRAP EA. BLOCK STUDS 0 24 "o /c PLACE ONE STUD MIN. DIRECTLY BELOW EACH JOIST. BOT. TRACK PER SCHEDULE USE (2) SCREWS FROM EACH TRACK FLANGE TO STUD FLANGES TYP. TOP & BOT. NOTE: SEAT STUD WEB TIGHT TO TRACK WEB 0 TOP & BOT. OF STUDS TYPICAL WALL, BLOCKING & STRAP DETAIL STRAP BLOCKING IS REQUIRED ONLY IF STUDS ARE SHEATHED 16GA. GUSSET R. SIZE DETERMINED BY NUMBER OF SCREWS SEE SCHEDULE HOLD 16" EA. END rk STUD HOLDOWN PER SCHED. EA. END SEE DTL. "f -f" FINISH PER ARCH. EXIST 12" CONC WALL MAXIMUM SPACING & LOCATION PER FDN. PLAN SLAB PER PLAN - �1f- •�-�i- �' 4E-- `�- 1E• --i! -c --�f III -I 1 I -I 1 I- 1111=111 12 x 12 W2.9/W2.9 W.W.M. CENTER IN SLAB NOTE: 1.) SEE ARCH. DTLS. FOR SPECIAL JOINT FINISH. 2.) SOIL SUBGRADE PER SOILS REPORT. MAXIMUM SPACING & LOCATION PER FDN. PLAN SLAB PER PLAN - ' i I I -I 11 -1 11- =I 111 :I1I =111= 12 x 12 W2.9/W2.9 W.W.M. CENTER IN SLAB NOTE: 1.) SEE ARCH. DTLS. FOR SPECIAL JOINT FINISH. 2.) SOIL SUBGRADE PER SOILS REPORT. TYP. SECTION r _ : 6x1 STEEL STUDS 0 24 "o /c r " E GA. CONT. TRACK w/ HILTI . <B3 0 24 o/c MB ED 4 ") ' B -2.1 " = 1' -0" 2" DP, x i" SAWN JOINT i " = 1' -0 ELEVATION F -2.1 III -I 1 I -I 1 I- 1 1 l l11 1 111 i 1 1 11 SHRINKAGE JOINT (S.J.) " x 3' -0" PLAIN BAR 0 24 "o /c CUT ONE END w/o FLARE & GREASE SAME END CONSTRUCTION JOINT (C.J1) EXTEND TO ADJACENT WALL UNLESS BRACE LENGTH THIS CALLED OUT ON PLAN TOP TRACK SYM M. DBL. STUD TYP EA. END OF WALL (U.N.O.) - DRIVE PINS 0 24 "o /c 0 SHEARWALLS TYP. 11l- I11 -I11- 1iI=H 11 111 i11 11 "X" BRACED SHEAR WALL ELEV. NOTES: 1.) BRACES MUST BE TIGHT & STRAIGHT. NO SLACK ALLOWED BTWN. STUDS. N.T.S. OF STRAP TO INTERSECTION OF DBL. STUD & TOP TRACK TYP. T. & B. PER PLAN s RIM JOIST OR TRACK STUD WALL TYP. HOLDOWN PER SCHED. EA. END SEE DTL. "f-f" EXIST. 8" CMU WALL ID' -o "I SIMPSON HOLDOWN, ANCHORS & SCREWS PER SCHEDULE DETAIL "f -f" DOUBLE STUDS TYP. 0 HOLD DOWN SEE SCHEDULE FOR LOCATIONS 1 3" = 1' -0" SECTION C -2.1 i " = 1' -0" UNCOATED STEEL THICKNESS. THICKNESS IS FOR CARBON SHEET STEEL. MINIMUM THICKNESS REPRESENTS 95% OF DESIGN THICKNESS AND IS THE MINIMUM ACCEPTABLE THICKNESS DELIVERED TO THE JOB SITE BASED ON SECTION A3.4 OF THE 1986 A.I.S.I. CODE. ADD #4 0 24 "o /c TYP. 0 Q (LAP 18" MIN.) w/ HILTI HY -150 ADHESIVE 4" SLAB REINF. PER PLAN - N. MATCH EXIST. SUBGRADE PER SOILS ENGINEER RECOMMENDATION SECTION D -2.1 NOTES: * SUBSTITUTION OF OTHER SUPPLIERS FOR THESE ITEMS NOT ALLOWED. ** THESE JOIST & TRACK MEMBERS TO BE UNPUNCHED. NEW SLAB 2 " - V-0" 4 -" 3j3 EXIST, SLAB EXIST. COLD JT OR SAW CUT & REMOVE AS REQ'D • EXIST FNDN TO REMAIN CODE COMPLIANCE APPROV SEP 1 2 2000 Crty 13Ui' �l Tukwila NOTES: 1.) SCREWS MUST BE PLACED AT LEAST i" APART AND MUST BE i FROM EDGE OR END OF ALL METAL PIECES. RECEIVE JUN 2 4 NOB PERMIT GENIE 2 w rfa CO CO 1.0 CO ri CO H 02c> g co I Lo z w z 0 x 0 L L 0 Vd Co .- 4 c v E C0 Co 0 I N 0 0 0 0 0 N 0 I (0 i 0 m 0) 0 0 N N v t v 0 0 0 N 0 N 0 1) 4- 0 0 N n 0 U 0. v c W FINISH PER ARCH--'' EXIST MBS WALL 2 #8 -20 SCREWS EA. STUD SECTION A-2.2 SECTION BEARING HEADER PER SCHEDULE SINGLE WINDOW SILL TRACK 16GA. NON- BEARING HEADER 16 GA. UNPUNCHED 0 TRACK ROOF JOIST PER PLAN ALIGN w /STUDS. 1i” ROOF DECK L 2 x 2 x 20GA. w/4 #8 EACH WAY EACH JOIST STUDS PER SCHEDULE 3 8 "x 10 "X2OGA 024" 0.C. F i " = 1' -p 16 GA CONT. TRACK ROOF JOISTS PER PLAN CLIP FLANGES OFF & LAP TOP TRACKS TYP. 3 SCREWS MIN. (2) SCREWS 16 o/c TOP & BOT. ® HEADER 1i" ROOF DECK ON HEADERS COPE OUT FLANGES SO WEBS LAP 12" MIN. w /JAMB STUDS & SCREW WEBS w/8 SCREWS TO STUDS JAMB STUD TYP. (1) CRIPPLE STUD 0 C8 HEADERS NO CRIPPLE STUD OCCURS NON- BEARING HEADER. TYPICAL HEADER DETAIL HEADERS NOTED ON THE PLAN AS "HDR." ARE BEARING HEADERS & ARE NOTED IN THE PARTS SCHEDULE SHEET S2.1. HEADERS RUNNING PARALLEL TO THE JOISTS ARE NON- BEARING (U.N.O.) 2 #8 -20 SCREWS EA. STUD EXTERIOR FINISH PER ARCH TYP. ROOF JOIST PER PLAN (MAX. JOIST SPACING = 24 "o /c) ROOF DECK PER PLAN FASTEN TO FRAMING w/ SCREWS PER SCHEDULE 16GA. TRACK (U.N.O.) BLKG. REQ'D. AT CONT. JOISTS. PROVIDE 2" x 2" x 20GA. ANGLE E.E. w/3 SCREWS PER LEG SEE TYP. BLKG. DTL. FOR ANGLES 16 GA CONT. TRACK SECTION ROOF JOISTS PER PLAN 1i" ROOF DECK SHEATHING PER ARCH. STUDS PER SCHEDULE B -2.2 3 = 1, -0 2 #8 -20 SCREWS EA. STUD EXTERIOR & INT. FINISH PER ARCH TOP TRACK TYP. CONTINUOUS BETWEEN ADJACENT PERPENDICULAR WALLS BLOCKING NOT SHOWN HERE FOR CLARITY TYPICAL JOIST OVER BRG WALL "ONLY" t EXIST. SSMR EXIST. M.B.S. PURLIN & GUTTER 3"x1 $ "x20 GA BRACING ® 2' -0" O.C. STUDS PER SCHEDULE SECTION C-2.2 SCREWS ® 3 "o /c TO ALL BLKG. PANELS THRU TOP & BOT. STRAPS CONT. STRAPS TOP & BOT. OF ROOF JOISTS O LOCATIONS PER "JOIST BRACING SCHEDULE ", LAP STRAPS 24" MIN. w/2 ROWS SCREWS 4'o /c EA. ROW (6 PER LAP) SEE NOTE BELOW TYPICAL LIGHT GAGE FRAMING DETAILS J -2.2 " = 1' -p SCREWS 0 EA. ROOF JOIST T. & B. TYP. L2x2x2OGA. w/4 #8 EACH END EXIST. MBS PURLIN SCREWS 0 16 "o /c TO ALL WALL TRACKS EXIST MBS PURLIN PER PLAN 16 GA CONT. TRACK 16 GA CONT. TRACK :6' "x18 GA STUDS © 2' -0" O.C. SOLID BLOCKING END TWO ROOF JOIST SPACES 0 EA. STRAP RUN, SAME GAUGE & SIZE AS ROOF JOISTS. PROVIDE TWO SPACES OF SOLID BLKG. ® EA. END OF JOIST RUN & 20' -0 "o /c MAX. BETWEEN 20GA. 2" x 2" ANGLE x ROOF JOIST DEPTH LESS 1" w /(3) SCREWS EA. FACE TYP. (U.N.O.) Tom`' TYPICAL JOIST BLOCKING & STRAP DETAIL ROOF JOIST BLOCKING WHERE NOTED ON PLANS. THE TOP STRAP NOT REQ'D. IF DECKING IS APPLIED TO TOP OF JOIST. THE BOTTOM STRAP IS NOT REQ'D. IF G.W.B. IS APPLIED TO BOTTOM OF JOIST. 18 GA SHEATHING THIS FACE w/ #8 SCREWS 0 4 "O.C. EXIST. MBS BEAM PER PLAN 16 GA TRACK BLKG BTWN EXIST PURLINS SECTION D -2.2 JOIST BRACING SCHEDULE JOIST SPAN UP TO AND INCLUDING 10' 10' UP TO AND INCLUDING 14' 14' UP TO AND INCLUDING 18' 18' UP TO AND INCLUDING 28' TOP AND BOTTOM FLANGE BRACING NONE ONE ROW AT MID -SPAN TWO ROWS AT THIRD SPANS THREE ROWS AT QUARTERS SPANS NOTE; 1.) FOR ALTERNATE FASTEN TO EA. 2.) SPACE BRACING ON PLANS. 1 " ROOF DECK JOIST PER PLAN 6x1 BRACNG ® 48" O.C. 16 GA CONT. TRACK STUDS PER SCHEDULE SECTION TO STRAP BRACING USE 1i" CRC ON TOP OF JOIST. JOIST w/2 SCREWS. AS NOTED ABOVE EXCEPT WHEN NOTED OTHERWISE 1? ROOF DECK JOIST PER PLAN 16 GA CONT. TRACK E -2.2 ." = 1' -p" RECEIVED JUN 2 4 2008 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROV SEP 12 2003 City of Tukwila BUILDING DIVISION 'r; 03 z O tai (I) LL o O I0 (no JOB NO: 02116005 ENGINEER: A.TUCKER DRAWN: D.G. DATE: 06- -2008 SHEET NO: S2.2 „ . I REVISION 3 I Co .- 4 c v E C0 Co 0 I N 0 0 0 0 0 N 0 I (0 i 0 m 0) 0 0 N N v t v 0 0 0 N 0 N 0 1) 4- 0 0 N n 0 U 0. v c W FINISH PER ARCH--'' EXIST MBS WALL 2 #8 -20 SCREWS EA. STUD SECTION A-2.2 SECTION BEARING HEADER PER SCHEDULE SINGLE WINDOW SILL TRACK 16GA. NON- BEARING HEADER 16 GA. UNPUNCHED 0 TRACK ROOF JOIST PER PLAN ALIGN w /STUDS. 1i” ROOF DECK L 2 x 2 x 20GA. w/4 #8 EACH WAY EACH JOIST STUDS PER SCHEDULE 3 8 "x 10 "X2OGA 024" 0.C. F i " = 1' -p 16 GA CONT. TRACK ROOF JOISTS PER PLAN CLIP FLANGES OFF & LAP TOP TRACKS TYP. 3 SCREWS MIN. (2) SCREWS 16 o/c TOP & BOT. ® HEADER 1i" ROOF DECK ON HEADERS COPE OUT FLANGES SO WEBS LAP 12" MIN. w /JAMB STUDS & SCREW WEBS w/8 SCREWS TO STUDS JAMB STUD TYP. (1) CRIPPLE STUD 0 C8 HEADERS NO CRIPPLE STUD OCCURS NON- BEARING HEADER. TYPICAL HEADER DETAIL HEADERS NOTED ON THE PLAN AS "HDR." ARE BEARING HEADERS & ARE NOTED IN THE PARTS SCHEDULE SHEET S2.1. HEADERS RUNNING PARALLEL TO THE JOISTS ARE NON- BEARING (U.N.O.) 2 #8 -20 SCREWS EA. STUD EXTERIOR FINISH PER ARCH TYP. ROOF JOIST PER PLAN (MAX. JOIST SPACING = 24 "o /c) ROOF DECK PER PLAN FASTEN TO FRAMING w/ SCREWS PER SCHEDULE 16GA. TRACK (U.N.O.) BLKG. REQ'D. AT CONT. JOISTS. PROVIDE 2" x 2" x 20GA. ANGLE E.E. w/3 SCREWS PER LEG SEE TYP. BLKG. DTL. FOR ANGLES 16 GA CONT. TRACK SECTION ROOF JOISTS PER PLAN 1i" ROOF DECK SHEATHING PER ARCH. STUDS PER SCHEDULE B -2.2 3 = 1, -0 2 #8 -20 SCREWS EA. STUD EXTERIOR & INT. FINISH PER ARCH TOP TRACK TYP. CONTINUOUS BETWEEN ADJACENT PERPENDICULAR WALLS BLOCKING NOT SHOWN HERE FOR CLARITY TYPICAL JOIST OVER BRG WALL "ONLY" t EXIST. SSMR EXIST. M.B.S. PURLIN & GUTTER 3"x1 $ "x20 GA BRACING ® 2' -0" O.C. STUDS PER SCHEDULE SECTION C-2.2 SCREWS ® 3 "o /c TO ALL BLKG. PANELS THRU TOP & BOT. STRAPS CONT. STRAPS TOP & BOT. OF ROOF JOISTS O LOCATIONS PER "JOIST BRACING SCHEDULE ", LAP STRAPS 24" MIN. w/2 ROWS SCREWS 4'o /c EA. ROW (6 PER LAP) SEE NOTE BELOW TYPICAL LIGHT GAGE FRAMING DETAILS J -2.2 " = 1' -p SCREWS 0 EA. ROOF JOIST T. & B. TYP. L2x2x2OGA. w/4 #8 EACH END EXIST. MBS PURLIN SCREWS 0 16 "o /c TO ALL WALL TRACKS EXIST MBS PURLIN PER PLAN 16 GA CONT. TRACK 16 GA CONT. TRACK :6' "x18 GA STUDS © 2' -0" O.C. SOLID BLOCKING END TWO ROOF JOIST SPACES 0 EA. STRAP RUN, SAME GAUGE & SIZE AS ROOF JOISTS. PROVIDE TWO SPACES OF SOLID BLKG. ® EA. END OF JOIST RUN & 20' -0 "o /c MAX. BETWEEN 20GA. 2" x 2" ANGLE x ROOF JOIST DEPTH LESS 1" w /(3) SCREWS EA. FACE TYP. (U.N.O.) Tom`' TYPICAL JOIST BLOCKING & STRAP DETAIL ROOF JOIST BLOCKING WHERE NOTED ON PLANS. THE TOP STRAP NOT REQ'D. IF DECKING IS APPLIED TO TOP OF JOIST. THE BOTTOM STRAP IS NOT REQ'D. IF G.W.B. IS APPLIED TO BOTTOM OF JOIST. 18 GA SHEATHING THIS FACE w/ #8 SCREWS 0 4 "O.C. EXIST. MBS BEAM PER PLAN 16 GA TRACK BLKG BTWN EXIST PURLINS SECTION D -2.2 JOIST BRACING SCHEDULE JOIST SPAN UP TO AND INCLUDING 10' 10' UP TO AND INCLUDING 14' 14' UP TO AND INCLUDING 18' 18' UP TO AND INCLUDING 28' TOP AND BOTTOM FLANGE BRACING NONE ONE ROW AT MID -SPAN TWO ROWS AT THIRD SPANS THREE ROWS AT QUARTERS SPANS NOTE; 1.) FOR ALTERNATE FASTEN TO EA. 2.) SPACE BRACING ON PLANS. 1 " ROOF DECK JOIST PER PLAN 6x1 BRACNG ® 48" O.C. 16 GA CONT. TRACK STUDS PER SCHEDULE SECTION TO STRAP BRACING USE 1i" CRC ON TOP OF JOIST. JOIST w/2 SCREWS. AS NOTED ABOVE EXCEPT WHEN NOTED OTHERWISE 1? ROOF DECK JOIST PER PLAN 16 GA CONT. TRACK E -2.2 ." = 1' -p" RECEIVED JUN 2 4 2008 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROV SEP 12 2003 City of Tukwila BUILDING DIVISION 'r; 03 z O tai (I) LL o O I0 (no JOB NO: 02116005 ENGINEER: A.TUCKER DRAWN: D.G. DATE: 06- -2008 SHEET NO: S2.2