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Permit D08-294 - HEATHERWOOD CLUBHOUSE - IMPROVEMENT
HEATHERWOOD APTS CLUBHOUSE 5841 S 152 ST D08 -294 Parcel No.: 1157200380 Address: 5851 S 152 ST TUKW Suite No: Tenant: Name: HEATHERWOOD CLUBHOUSE Address: 5851 S 152 ST , TUKWILA WA CitA►f Tukwila 1 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT Owner: Name: TUKWILA REALTY LLC Address: C/O SUHRCO RESIDENTIAL , 2010 156TH AVE NE STE 100 98007 Phone: Contact Person: Name: DAVE JENSEN Address: 2375 130 AV NE #200 , BELLEVUE WA 98005 Phone: 425 284 -4040 Contractor: Name: REMCO- DEACON Address: 2375 130 AV NE #200 , BELLEVUE WA 98005 Phone: 425 284 -4040 Contractor License No: REMCO**973QL Permit Number: D08 -294 Issue Date: 08/05/2008 Permit Expires On: 02/01/2009 Expiration Date: 06/05/2010 DESCRIPTION OF WORK: RENOVATION OF INTERIOR AND REMOVE EXISTING SPA. EXTERIOR ROOF AND COLUMN ADDITION (80 SF). PUBLIC WORKS ACTIVITIES INCLUDE INSTALLATION OF (4) FOUR 1.5" DOUBLE CHECK VALVE ASSEMBLIES (DCVAs) ON DOMESTIC WATER SYSTEM @ NW CORNERS OF BUILDINGS G, F and BUILDINGS E, D. ONE OF THESE BUILDINGS IS A CLUB HOUSE. Value of Construction: $62,952.80 Fees Collected: $2,052.10 Type of Fire Protection: International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 26 doc: IBC -10/06 * *continued on next page ** D08 -294 Printed: 11 -03 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City GOT ukwi1a 0 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this developmentye�mit. Signature: — �'" +i- �� Date: (( /< / Print Name: — ' (k ►nom doc: IBC -10/06 3 Permit Number: D08 - 294 Issue Date: 08/05/2008 Permit Expires On: 02/01/2009 Date: l t'3J 0 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 -294 Printed: 11 -03 -2008 Parcel No.: 1157200380 Address: 5851 S 152 ST TUKW Suite No: Tenant: Name: HEATHERWOOD CLUBHOUSE Address: 5851 S 152 ST , TUKVVILA WA Contractor: Name: ALLIANCE RESTORATION SCVS INC Address: 8583 154 AV NE , REDMOND WA 98052 Phone: 425 882 -7930 Contractor License No: ALLIARS987LP CRAW 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 Contact Person: Name: ROB KELLUM Address: 2010 156 AVE NE #100 , BELLEVUE WA 98007 Phone: 425 455 -0900 DEVELOPMENT PERMIT Owner: Name: TUKWILA REALTY LLC Address: C/O SUHRCO RESIDENTIAL , 2010 156TH AVE NE STE 100 98007 Phone: Permit Number: D08 -294 Issue Date: 08/05/2008 Permit Expires On: 02/01/2009 Expiration Date: 06/18/2010 DESCRIPTION OF WORK: RENOVATION OF INTERIOR AND REMOVE EXISTING SPA. EXTERIOR ROOF AND COLUMN ADDITION (80 SF). PUBLLIC WORKS ACTIVITIES INCLUDE INSTALLATION OF (4) FOUR 1.5" DOUBLE CHECK VALVE ASSEMBLIES (DCVAs) ON DOMESTIC WATER SYSTEM @ NW CORNERS OF BUILDINGS G, F and BUILDINGS E, D. ONE OF THESE BUILDINGS IS A CLUB HOUSE. Value of Construction: $62,952.80 Fees Collected: $2,052.10 Type of Fire Protection: International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 26 doc: IBC - 10/06 * *continued on next page ** D08 -294 Printed: 10 -09 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N 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 Permit Number: D08 -294 Issue Date: 08/05/2008 Permit Expires On: 02/01/2009 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perform. . , authorized to sign and obtain this development permit. This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC - 10/06 N ��L t Date: L 0 — 9 — CJ I • Date: 0e--- D08 -294 Printed: 10 -09 -2008 Parcel No.: 1157200380 Address: 5851 S 152 ST TUKW Suite No: Tenant: Name: HEATHERWOOD CLUBHOUSE Address: 5851 S 152 ST , TUKWILA WA 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 Contact Person: Name: ROB KELLUM Address: 2010 156 AVE NE #100 , BELLEVUE WA 98007 Phone: 425 455 -0900 doc: IBC -10/06 CityV Tukwila • DEVELOPMENT PERMIT Owner: Name: TUKWILA REALTY LLC Address: C/O SUHRCO RESIDENTIAL , 2010 156TH AVE NE STE 100 98007 Phone: Contractor: Name: INTERIOR CONSTR SERVICES INC Address: 19501 144 AV NE STE A700 , WOODINVILLE WA 98072 Phone: 425 948 -4677 Contractor License No: INTERCS947NG * *continued on next page ** Permit Number: D08 -294 Issue Date: 08/05/2008 Permit Expires On: 02/01/2009 Expiration Date: 08/07/2008 DESCRIPTION OF WORK: RENOVATION OF INTERIOR AND REMOVE DUSTING SPA. EXTERIOR ROOF AND COLUMN ADDTITON (80 SF). PUBLLIC WORKS ACTIVITIES INCLUDE INSTALLATION OF (4) FOUR 1.5" DOUBLE CHECK VALVE ASSEMBLIES (DCVAs) ON DOMESTIC WATER SYSTEM @ NW CORNERS OF BUILDINGS G, F and BUILDINGS E, D. ONE OF THESE BUILDINGS IS A CLUB HOUSE. Value of Construction: $62,952.80 Fees Collected: $2,052.10 Type of Fire Protection: International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 26 D08 -294 Printed: 08 -05 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N 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 Permit Number: DO8 - 294 Issue Date: 08/05/2008 Permit Expires On: 02/01/2009 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the p e of work. l authorized to sign and obtain this development permit. (iu I Signature: Print Name: doc: IBC -10/06 Date: - � Date: i?) /5 /7008 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 -294 Printed: 08 -05 -2008 Parcel No.: 1157200380 Address: 5851 S 152 ST TUKW Suite No: Tenant: HEATHERWOOD CLUBHOUSE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -294 ISSUED 05/23/2008 08/05/2008 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 Thkwila 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: 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. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: All wood to remain in placed concrete shall be treated wood. 8: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 9: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 15: 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 doc: Cond -10/06 D08 -294 Printed: 10 -09 -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 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) 16: 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) 17: 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) 18: Doors shall swing in direction of egress travel where serving an occupant load of 50 or more persons or a Group H occupancy. (IFC 1008.1.2) 19: 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) 20: 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) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: 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) 23: Combustible material shall not be stored in exits or exit enclosures. (IFC 315.2.2) 24: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 25: The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72- 1.3.3) 26: Local U.L. central station supervision is required. (City Ordinance #2051) doc: Cond -10/06 27: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 28: 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) 29: Key box - When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life- saving or fire- fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (IFC 506.1) 30: Fire alarm systems shall be maintained in an operative condition at all times. Fire alarm systems and their component parts shall be inspected and tested per manufacturer's specifications and N.F.P.A. 72 at a minimum frequency of every twelve months. A copy of inspection, test and maintenance records shall be forwarded to the Tukwila Fire Prevention Bureau. (NFPA 72 (10.2.1.1)) (City Ordinance #2051) D08 -294 Printed: 10 -09 -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: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (4.4.1.4.2.1)) 32: In areas that are not continuously occupied, automatic smoke detection shall be provided at each fire control unit(s) location to provide notification of fire at that location. (NFPA 72) 33: The reset code for the fire alarm panel or keypad shall be 1- 2- 3 -4 -5. The reset code shall not be changed without approval of the Fire Marshal. The reset code should be permanently posted at the keypad. (City Ordinance #2051) 34: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 35: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 36: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110.26(A) thru F(2)) 37: Each circuit breaker shall be legibly marked to indicate its purpose. (NEC 110 -22) 38: Doors into electrical control panel rooms shall be marked with a plainly visible and legible sign stating "ELECTRICAL ROOM" or similar approved wording. (IFC 605.3.1) 39: Walls of corridors serving an occupant load of 30 or more shall be of not less than one -hour fire resistive construction and the ceilings shall not be less than that required for a one -hour fire resistive floor or roof system. (IBC 708.1(4)) (IBC 1016.1 Table 1016.1)) 40: 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) 41: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 42: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 43: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 44: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 45: These plans were reviewed by Inspector 0700. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 46: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 47: At least 48 HOURS in advance applicant and/or contractor shall call Public Works to schedule a pre - construction meeting with Public Works Project Inspector. The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least doc: Cond -10/06 D08 -294 Printed: 10 -09 -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 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 48: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 49: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 50: Any material spilled onto any street shall be cleaned up immediately. 51: All double check valve assemblies shall be approved by the State Department of Health. doc: Cond -10!06 * *continued on next page ** D08 -294 Printed: 10 -09 -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 ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. doc: Cond -10/06 Date: ( ^ 008 -294 Printed: 10 -09 -2008 Parcel No.: 1157200380 Address: Suite No: Tenant: 5851 S 152 ST TUKW HEATHERWOOD CLUBHOUSE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 7: All wood to remain in placed concrete shall be treated wood. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 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 PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -294 ISSUED 05/23/2008 08/05/2008 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: 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. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 9: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 15: 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 D08 -294 Printed: 08 -05 -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 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) 16: 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) 17: 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) 18: Doors shall swing in direction of egress travel where serving an occupant load of 50 or more persons or a Group H occupancy. (IFC 1008.1.2) 19: 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) 20: 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) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: 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) 23: Combustible material shall not be stored in exits or exit enclosures. (IFC 315.2.2) 24: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 25: The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72- 1.3.3) 26: Local U.L. central station supervision is required. (City Ordinance #2051) 27: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 28: 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) 29: Key box - When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life- saving or fire - fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (IFC 506.1) 30: Fire alarm systems shall be maintained in an operative condition at all times. Fire alarm systems and their component parts shall be inspected and tested per manufacturer's specifications and N.F.P.A. 72 at a minimum frequency of every twelve months. A copy of inspection, test and maintenance records shall be forwarded to the Tukwila Fire Prevention Bureau. (NFPA 72 (10.2.1.1)) (City Ordinance #2051) doc: Cond -10/06 D08 -294 Printed: 08 -05 -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.cidukwila.wa.us 31: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (4.4.1.4.2.1)) 32: In areas that are not continuously occupied, automatic smoke detection shall be provided at each fire control unit(s) location to provide notification of fire at that location. (NFPA 72) 33: The reset code for the fire alarm panel or keypad shall be 1- 2- 3 -4 -5. The reset code shall not be changed without approval of the Fire Marshal. The reset code should be permanently posted at the keypad. (City Ordinance #2051) 34: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 35: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 36: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110.26(A) thru F(2)) 37: Each circuit breaker shall be legibly marked to indicate its purpose. (NEC 110 -22) 38: Doors into electrical control panel rooms shall be marked with a plainly visible and legible sign stating "ELECTRICAL ROOM" or similar approved wording. (IFC 605.3.1) 39: Walls of corridors serving an occupant load of 30 or more shall be of not less than one -hour fire resistive construction and the ceilings shall not be less than that required for a one -hour fire resistive floor or roof system. (IBC 708.1(4)) (IBC 1016.1 Table 1016.1)) 40: 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) 41: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 42: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 43: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 44: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 45: These plans were reviewed by Inspector 0700. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 46: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 47: At least 48 HOURS in advance applicant and/or contractor shall call Public Works to schedule a pre - construction meeting with Public Works Project Inspector. The appticant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least doc: Cond -10/06 D08 -294 Printed: 08 -05 -2008 • II 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 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 48: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 49: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 50: Any material spilled onto any street shall be cleaned up immediately. 51: All double check valve assemblies shall be approved by the State Department of Health. doc: Cond -10/06 * *continued on next page ** D08 -294 Printed: 08 -05 -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 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 w,4,-- Sw.)e w Date: 1 0 0Z D08 -294 Printed: 08 -05 -2008 eisb CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION <'7 N d —?- Site Address: c / '--> G / Suite Number: Floor: Tenant Name: h'M 71/2 ?? &O©b 6 )6 NO (AK New Tenant: ❑ Yes Property Owners Name: S U // p� C 0 /L/ b,5/ 7/A (/ { //t'o z T/f Z , ‘ • • Mailing Address: 2 0 / 0 -/50 �f ' /�� 14t /3es`GC y C�d� a7'( ! h�UC� CONTACT PERSON - who do we contact when your permit is ready to be issued Name: )& /J /J( j,/j 41/14 Mailing Address: ;d //O — /S - 6 9 7><i ,'(iJ( A/I ' E -Mail Address: A90,8/G C' S JI - r4 Company Name: I r -e r or c2 f1S -1iv n Sr (V it (t s, (1( . Mailing Address: IgSJI 1 - Are. Itl� St�t'k A -7710 blood Contact Person: KC1+i e I t .ha tr1S E -Mail Address: Wie , I l'SD ycr: Zr) r . v1e,1 Contractor Registration Number: I NTE CS 9 i'1 } N Cj- Company Name: 7S % /A../t 5 />Yl Mailing Address: /2 3'' /i. c /78 T!l ?/ $6/ /7e /0/ / T// g E -Mail Address: i'( /T // C� / S.0 A S{r• Contact Person: Q:\ Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Building Permit No. Mechanical Permit No Plumbing/Gas Permit No Public Works Permit No Project No. / , King Co Assessor's Tax No.: / � 5 / 2, O9 , ,, � , 0 Company Name: �f -S A e6 t( /7r 77)/"4A `/ Mailing Address: /630 / / eP Tf lb. A S'(.1 . */ flizilV6 � City Contact Person: ' /2/t / X y � rD L � � S-7 1 Day Telephone: WS Address: '/� e X 41 S4 t p / l t /4 Fax Number: (For office use only) P0-1_11-1 City State Zip Day Telephone: /2s % ss - - 07) 0 r �U V aJ id4 7 007 City State Zip Y 2 (5 ---- Fax Number: 90Z" '' /7Y3 GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) ,h Wile u(4 q80} Cit / State Day Telephone: ( 'fols) qff27-(oy7 Fax Number: (`I f"s)(16'd -( 7 Expiration Date: 3 / ' Zip 0 ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record State Zip �yy /7Z/ ENGINEER OF RECORD - All plans must be we stamped by Engineer of Record / ,000 fl /i. v /GJL " GJ(J% 7 &v 7/ • City State Zip Day Telephone: /' XZ (. /(- 7 Z Fax Number: J / g/ (3 Page I of 6 Asw BUILDING PERMIT INFORMATION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ (O 000 Existing Building Valuation: $ _"' Scope of Work (please provide detailed information): / et / ye) Yip, /NO � (V It? /e 4>Issmovi x /ST /it)77 w /'A 7 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) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Sa ety ata 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. Q:\Applications \Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh X' N° If yes, a separate permit and plan submittal will be required. Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor 73 s 75; Sr 13 s ( /9 L A-3 2n Floor 3` Floor Floors Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck Asw BUILDING PERMIT INFORMATION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ (O 000 Existing Building Valuation: $ _"' Scope of Work (please provide detailed information): / et / ye) Yip, /NO � (V It? /e 4>Issmovi x /ST /it)77 w /'A 7 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) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Sa ety ata 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. Q:\Applications \Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh X' N° If yes, a separate permit and plan submittal will be required. Page 2 of 6 PERMIT APPLICATION NOTES - Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER Signature: Acrj — Pe eS∎n(ev►t Mailing Address: I95OI 144 f ti ,gk , N / = (t) ty1in t l ki Vti ) q fjt2 City Print Name: Date: Day Telephone: Ns-s - ) ( -1E0 1 o -cot( 7-0 State Zip Date Application Expires: Il�Z3��`b Date Application Accepted: nilAA Q:\Applications\Fortns- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Staff Initials: Page 6 of 6 Parcel No.: Address: Suite No: Applicant: Receipt No.: R09 -00304 Initials: User ID: Payee: TRANSACTION LIST: Type Method Descriptio J doc: Receipt -06 1157200380 5851 S 152 ST TURIN JEM 1165 DAVE JENSEN Payment Cash 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: / /ilww.ci.tukwila.wa.us HEATHERWOOD CLUBHOUSE ACCOUNT ITEM LIST: Description Account Code PLAN CHECK - NONRES 000/345.830 RECEIPT Amount 60.00 Current Pmts 60.00 Total: $60.00 0905501-1 0047 02/24/2009 001 101 DCG Permits Plus - General Fund $60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 D08 -294 ISSUED 05/23/2008 08/05/2008 Payment Date: 02/23/2009 08:32 AM Balance: $0.00 Printed: 02 -23 -2009 Receipt No.: R08 - 02840 Payee: INTERIOR CONSTRUCTION ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES PLAN CHECK - RES PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1116 1,456.05 000/322.100 000/345.830 000/345.830 000/322.100 000/342.400 000/345.830 000/386.904 RECEIPT Account Code Current Pmts 944.00 613.60 - 596.05 250.00 120.00 120.00 4.50 Total: $1,456.05 Parcel No.: 1157200380 Permit Number: D08 -294 Address: 5851 S 152 ST TUKW Status: APPROVED Suite No: Applied Date: 05/23/2008 Applicant: HEATHERWOOD CLUBHOUSE Issue Date: Payment Amount: $1,456.05 Initials: WER Payment Date: 08/05/2008 09:30 AM User ID: 1655 Balance: $0.00 5684 08/05 9710 TOTAL 1456.05 doc: Receiot -06 Printed: 08 -05 -2008 Receipt No.: R08 - 01795 Initials: JEM User ID: 1165 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 Payee: INTERIOR CONSTRUCTION SERSVICES, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1853 596.05 ACCOUNT ITEM LIST: Description PLAN CHECK - RES RECEIPT Account Code Current Pmts 000/345.830 596.05 Total: $596.05 Parcel No.: 1157200380 Permit Number: D08 -294 Address: 5851 S 152 ST TUKW Status: PENDING Suite No: Applied Date: 05/23/2008 Applicant: HEATHERWOOD CLUBHOUSE Issue Date: Payment Amount: $596.05 Payment Date: 05/23/2008 09:41 AM Balance: $921.50 2804 05/23 9711 TOTAL 596.05 doc: Receiot -06 Printed: 05-23 -2008 Project: � /.' eim ) 'l 1 J Type of 1 ,,) , i ; nw , � ` �j Addre ys - � n�'. I s 7. c.( Called: Date Call: , Special Instructions: / Date Wanted — { ' ^ A V p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION I L INSPECTION RECORD b0 -2 51 -2 Retain a copy with permit � PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: f el () r cam. 3 , j / Inspector: ( Date: A _ 13 _ 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: — r - c_ f/ d y J. r / __ ( ) t-4) A--, p 1 e.)7 .5 P Ii (-- 1..)3. S.,AL L., P -. tow e 1 Z I S AleA )1-4( _/l l z i ' c� r Z�rf .e_c_ ' i 6 t.J - t'i'e. - '4--d E. - AGers ; ge____ t J ID v 2-- s /e,ro 104 - AWT --- "Ag 5.1 a.m. Requester: L%' .. « v / p-critk..7 I d� / l� ( I '- i n s p P ~ 1t n Project: P4A IV v tklOcti C_ Lulodteaco Type of Inspection: Fi‘NA I Address: -8S S 1 52 s Date Called: OKL Special Instructions: Date Wanted: Li L 6 _(J r a.m. Requester: Phone No: .•— 20;„.'4,- 12 L.l i D Approved per applicable codes. INSPECTION RECORD Retain a copy with permit El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMIT NO. We -2C Corrections required prior to approval. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Inspector( Date: 4— W Receipt No.: 'Date: COMMENTS: Type of Inspection: �I,t x7 / \, () tJk.,G ICii 6(AA-6 B 35" 1'611 7 6. 'j..1 e J . 3=) '. 1 .. i) 4 . 0 ; Requester: Phone No: / " N4-1 / J , U i',.I (i- -..t --, /). ' I A,-.4 J .� . A e n) L 4 P r , j £.J.' ! J \. . l 4 .. J r , , j't- . 1 ✓ .- • • Project � °/ S Type of Inspection: �I,t x7 / \, Address: psi S /j 7 Date Called: Special Instructions: Date Wanted: Zi — mo o. Q a..L C0.m Requester: Phone No: / " INSPECTION RECORD Retain a copy with permit INSPECTION Nu PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 ID Approved per applicable codes. Corrections required prior to approval. Inspecto I I .'A Date: A 7 $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: ,ct: h ` r 4 ill, J 4 / Type of Inspection: F Afhf4) £ Address: 5 u 57 5 iS2 S-/- Date Called: Special Instructions: / 1 Date Wante �'yJd Request r: Phone No: fq D e s -29 ( 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 Approved per applicable codes. Corrections required prior to approval. COMMENTS: • j Inspecttl r Date: 2 -24_0 ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: w�- rp. COMMENTS: e A . 6 ett N, A irovegiC ." — p \ ) - (3 - 4 3 f A-i1 (b4(I ° _ Q A t m b _ rreA.l ei) tvx. AA i ili 4 - e 7 reQC ,r$(x /^ • -c loth. -1' 1+ .) -4 C3 (/' - ( r --l/ ?vAj Phone No: a_O -c31 - ( ° ,-..\/- Projgct: r He A 4 vwoca 0 htbt Type of In ectio (sp - ate - She'14h 49 Ad r ! s 1S2 s-� Date Called: Special Instructions: Date Wanted: C -- 2 - oc P.m. Requester: Phone No: a_O -c31 - ( ° F INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. Ei Corrections required prior to approval. I spec : Date: 0 REINSPECTION F REQUI D. Prior to inspection, fe must be at 6300 Southcenter Ad., S Ite 100. Call to schedule reinspection. Recei 'r No.: Date: COMMENTS: �S f {u c.�SL Type f Inspectiop: d i A `~ T) Ali ij) P k.., / ,^,g' . Pik _ A) 5 DO . Date Called: 111 Special Instructions: Mk-k--/) a.m. 0 Requester: /t) AA p( e) Ali Tv �'-45� V pk eJ gt 1 0 ' 1 J 4 - Z-J- t n t 1, Pr ct: J �/ � e G: ?.r1» o �S f {u c.�SL Type f Inspectiop: d i A Address: s I SeK' 152 Date Called: 111 Special Instructions: Date Wanted: I – 21 a.m. 0 Requester: Phone No' Z — 93 1 — �'-45� boX -11A INSPECTION RECORD Retain a copy with permit IN PECTION NO. PERMIT NO. ,) CITY OF TUKWILA BUILDING DIVISION I� V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 En Approved per applicable codes. Corrections required prior to approval. InspectoC 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: Pro je t: � (_ 1 b P ijo / Type of Inspection: r-0'77A1 Address b I s 15'2 s-f Date Called: Special Instructions: Date Wanted: /--- Ca '.' 4 9 p.m. Requester: P,2 . -' C3/ -P /s"° INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY -OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Od g 2 ' PERMIT NO. \J V— (206)431-3670 COMMENTS: 44,4 .00 REINSPECTION FEERf EQUIRED Prior to inspection, fee must be Id at 6300 Southcenter Bl d., Suite 00. Call to schedule reinspection. Receipt No.: Date: 1 Date: Approved per applicable codes. Corrections required prior to approval. Pr j ct: la+14 etwoo� C,I�� Typ of Inspection: I) w F; io, Ad ress: 5 S I CZ 5+ Date Called: 14 1 —Weil Special Instructions: Date Wanted: i1 Ig Io 1 . `( ! a m. Requester: Vat,- Phone No: 1 )000 - S Co — 1 L41 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. - CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: — i vC re.GI I u(Q / F lcna►t� dt F�H 04 , 01 Inspector: 'Date: 4 / 4 / 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: Pr • ject: 1-i Y(A) o� CI, kbh� Type of Ins ection: r IA) -- o� re Address: A d ek i Date Called: i O Special Instructions: . Date Wanted: 313 r m 611- Reque sEet: 4242 Phon N cf INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367,0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit bOR■D9 PERMIT NO. El Corrections required prior to approval. COMMENTS: e cor - a - or Q�1 ` k-e, puon-e (3113(49 G to 4;) . UJ:U1 r 0,E t )IiQn ( e x . ( c r (VIN -t Inspector: Date: 3 ❑ $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: • Sprinklers: Type of Inspection: F . ; it r Ai. A le An I n,k A-t. .- 0 VC- Sr. . Contact Person: Special Instructions: Pre -Fire: Phone No.: t :.o A .,- IL -1-S I7ut `1"t) t- H-4-11/411.0C S. 1 im O tjACC Occupancy Type: AN D N: c j.J t W 16 rrrrAl C l, r 9 D UE: lb i s - •rtt`'i i Cci\L (rDE.S . --- - - 121 A R T 13,-K1f11 BanNIZ.-1_ o-Cr - - - 1`4 Aga PieoJt 1,E.:0 - 12. S A-R- @ E4L -- o ..- -#- Pi.ANS GALtE -p RIR.. zLi AN RATS- Pt -oU1A , -1 1 rS1& OIL 61i, lb art ,4 Pick laiWto 0406 P T R At- Project: E gT ik---g woo , Sprinklers: Type of Inspection: Address: 5 0 - 5 i s . /52 Suite #: & 2 I IN +s. 124"/ Sr. . Contact Person: Special Instructions: Pre -Fire: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: • Pre -Fire: • Permits: Occupancy Type: P' v6L 3 f INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 - 206 - 575 -4407 n Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS Corrections required prior to approval. Inspector: .1k ilk)tabA/G i 2- Word /Inspection Record Form.Doc 1/13/06 Date: 5/25 /D H : S rs. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: Sprinklers: 0 444 4 .5maiC4 00.4., ..- - ti., A- /.�/d ✓:� / -AI r' pas I ,. ' ( .,e+1 ' A i .�(! ) Monitor: 0 4Ci J°4 I' -+ Ile oe 7C r.1. l.�1 •-, (....ii 4 Al- L Ssi it 16���ie , j,rl !� ' '/, &'L/ r /� L-{ . _... .. wA. r4/462•444 r 0 (e,... .4 ri ci.49//i,..4_, . . � . Phone No.: Qac . 1/4. y-- 2.6).1 . Project: N ea 4 h,er c.v, got- Sprinklers: Fire Alarm: Type of Inspection: Monitor: Address: Sir 2 t Suite #: : 5 Occupancy Type: /52. S I Contact Person: Tai= .. wA. r4/462•444 r Special Instructions: I ' . � . Phone No.: Qac . 1/4. y-- 2.6).1 . Needs Shift Inspection: s, Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: P::LX':'L�fM�?'wcrGaN M.4. a ^.4x��_�, .,�fr wends. x^ta:; x...�:.:.M.'. ,arwa w:e •&.e«rce,�; +MY�.;7c.i:.x. -.:� INSPECTION RECORD Retain a copy with permit Y, INSPECTION NUMBER PERMIT NUMBERS'' CITY OF TUKWILA FIRE DEPARTMENT 444 Andover. Park East, Tukwila, Wa. 98188 • 206 -575 -4407 n Approved per applicable codes. I vrcorrections required prior to apjoval. I Inspector: $ S) 7 Date: 2.///05, Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. 1. Word /Inspection Record Form.Doc 1/13/06 4008 -. gy - fl lig g T.F.D. Form F.P. 113 180-1 1361,11 PI. N.E. Suite. I Bellevue. WA 08005 Phone: ( -125) 6- 1- 1- 1 -1 -16 Pax: (-125) 6-1-1- 102 1 office i gmsarrIi.roin Rob Kellum Suhrco Residential Properties 2010 — 156 Ave, Ste 100 Bellevue, WA 98078 February 18, 2009 Hi Rob, GMS has reviewed the three buildings, D, E & F at Heatherwood, and they all have the same gypsum board at the party walls, 5/8" type "X" gwb, installed. Call me if you have any further questions on your project. incerely Richard R. Gulstrom Principal Alrhitrrtwr a I)15i4II • Planning \Irn►luT of Ihr American Instilute of :Lrliiter's RECEIVED FEB 2 4 2009 PERMIT CENTEF July 10, 2008 Heatherwood Apartments 5851 S 152 St Tukwila, WA 98188 Attn: Kamly Jubran Re: Fire alarm proposal Dear Kamly, Washington Alarm Inc. 1253 S. Jackson Street Seattle, WA 98144 Phone: 206 - 328 -3288 Fax: 206 - 322 -7214 www.washingtonalarm.com Quote valid for 90 days Office: 206 - 248 -3926 Email: heawdapts @msn.com Washington Alarm is pleased to provide you with a proposal for the installation, monitoring and annual inspection of additional devices to an existing partial, non -UL certified automatic fire alarm and connection of a sprinkler waterflow system consisting of the following: 1. Connection of three contractor installed and maintained sprinkler tamper switches to the fire control panel. 2. Remote annunciator (to be replaced) 3. Central Station transmitter (to be replaced) Installation Charge: $ 2,789.00 The installation is based on the assumption that all trenching and piping to the sprinkler vault and to the sprinkler switches will be installed and in place prior to Washington Alarm completing the job. All sprinkler supervisory switches will be installed and maintained by others. Electrical permit, fire permit /plans review and final fire inspection is included in the above price. As this system design is subject to local fire jurisdiction approval, any changes or modifications will be reflected in the pricing. CORRECTION The proposal is based on CAD drawings being provided to Washington Alarm This proposal does not include removal of abandoned cable or devices. Thank you for the opportunity of presenting this proposal. Please call me at 206 -328- 3288 ext# 744 - if you have any questions. Sincerely, Ryan Aal D08- 2,9y RECEIVED JUL 14 2008 UL LISTED AND FM APPROVED CENTRAL STATION LICENSED AND BONDED ELECTRICAL CONTRACTOR PERMIT CENTEF .CCOUNT :AME OF PREMISE H 'e_ d ke ( 6 0 c fTf3 A 2-"k , _ Commercial�7 Residential ❑ ERVICE ADDRESS S y I S , 1 S "k 1] +4. CITY (''l f- 1 ZIP 9 YI :ONTACT PERSON C CI 1/Y1 \ X PHONE (.ZAG) Z4 c Z C FAX ( ) ,OCATION OF ASSEMBLY _T 0 ci. k )OWNSTREAM PROCESS V ..\(-te( S y5, DCVA ❑ RPBA ❑ PVBA ❑ OTHER 0 (..AAr (EW INSTALL ❑ EXISTING REPLACEMENT ❑ OLD SER. MAKE OF ASSEMBLY Be q.:C b MODEL b 1 C TE SERIAL NO. 3 07 S SIZE g t/ DCVA/RPBA CHECK VALVE NO.1 LEAKED.❑ _ 2.9 PSID DCVA /RPBA CHECK VALVE NO.2 LEAKED , ❑ PSID CLEAN REPLACE PART : ❑ El ❑ ❑ ❑ LEAKED .❑ PSID CLEAN REPLACE O 0 ❑ :0 ❑ ❑ ❑ ❑ PART • RPBA OPENED AT PSID #1 CHECK PSID AIR GAP OK? CLEAN REPLACE PART O ❑ ❑ ❑ ❑ ❑ . ❑ ❑ LEAKED ❑.: PSID OPENED AT PSID 7.L,i1 CHECK PSID PVBA /SVBA AIR INLET OPENED AT PSID DID NOT OPEN ❑ CHECK VALVE HELD AT PSID LEAKED ❑ • CLEANED • ❑ REPAIRED ❑ AIR INLET . PSID )CHK. VALVE PSID INITIAL TEST.. PASSEDC FAILED 0 NEW PARTS AND REPAIRS TEST AFTER REPAIRS .. PASSED ❑. FAILED ❑ BACKFLOW PREVENTION ASSEMBLY TEST REPORT UR GAP INSPECTION: Required minimum air gap separation provided? Yes ❑ No ❑ 1 tEMARKS: I e S (- e d c CESTERS SIGNATURE: ��- CERT. NO. B 9- o3o DATE 7 / CESTERS NAME PRIN 30 e / TESTERS PHONE # (ZS3 ) /al -1 L . EPAIRED BY: DATE 'INAL TEST BY CERT. NO DATE :ALIBRATION-DATE t /it /at GAUGE #0 20k/ V7/ MODEL '$ 3 . SS' SERVICE YES NO 0 1 certify that this report is accurate, and I have used WAC 246 - 290 -490 approved test methods and test equipment. PROPER INSTALLATION? YES SIM ❑ Detector Meter Reading. LINE PRESSURE C� SPSI CONFINED. SPACE ?��5 CCOUNT # AME OF PREMISE ( ec ille{ \--..J 0 v ck A "F 5 ' Commercial Residential ❑ ll ERVICE ADDRESS ER 1 S ' 5 Z" & S T I °Lz0 CITYTk, k —f S ZIP E ONTACT PERSON C c 04 1 PHONE (Z ) FAx ( ) OCATION OF ASSEMBLY . �T / v . \ --- b . v c_ G ,,L A. Pik) EN �r , OWNSTREAM PROCESS F \.� � / S � C � ►. 5 v S , DCVA ;54, RPBA ❑ PVBA ❑ OTHER 'EW INSTALL ❑..EXISTING ❑ REPLACEMENT El OLD SER �. [AICE OF ASSEMBLY 1 C. e C - MODEL 1 (..) C , SERIAL NO 1 ? 3 2-1 SIZE . 3 11 I INITIAL TEST PASSED FAILED ❑ NEW PARTS AND REPAIRS TEST AFTER REPAIRS PASSED ❑ FAILED 0 BACKFLOW PREVENTION •ASSEMBLY TEST REPORT PROPER INSTALLATION? YES I, NO ❑ , DCVA /RPBA CHECK VALVE NO.1 LEAKED 0 I 3 PSID CLEAN REPLACE PART O 0 ❑ ❑ ❑ ❑ D .. LEAKED ❑ PSID DCVA / RPBA CHECK VALVE NO.2 LEAKED 0 PSID RPBA OPENED AT PSID #1 CHECK PSID. AIR GAP OK? PVBA /SVBA AIR INLET OPENED AT PSID DID.NOT OPEN ❑. CLEAN. REPLACE PART CLEAN REPLACE PART ❑ ❑ ❑. ❑ ❑ ❑ ❑ ❑ ❑ ❑ [1 ❑ ❑ ❑ LEAKED : 0. PSID OPENED AT PSID', #1. CHECK . PSID.. • CHECK VALVE ' HELD AT PSID LEAKED ❑ CLEANED ❑ ." REPAIRED ❑. AIR INLET PSID CHK VALVE PSID LIR GAP INSPECTION R I equired minimum air gap separation provided ?.. Yes CI No ❑ Detector Meter Reading tEMARKS: I L S T e i, 6 \C LINE PRESSURE (o S� PSI (� ' / CONFINED SPACE? 'ESTERS SIGNATURE: C CERT. NO I-� 7 Oc3 6 DATE 7 ld l �cC- l "ESTERS NAME PRINTE 0 s v 3 TESTERS PHONE 4 (7.-S`3 . ) &S Z -'1 cj L tEPAIRED BY DATE 'INAL TEST BY CERT. NO DATE :ALIBRATION DATE z- a. O rGAUGE #C to N / MODEL 3 "S SERVICE RESTORED? YES, NO ❑ I certfy than this report is accurate, and 1 have used WA 246- 290-490 approved test methods and test equipment. No n, ilea' zar 'calm ...t• �. ° .. a+.pr i.,vi: t, i, JAS'....... � s , 'i, ti Job Name Job Location Engineer Approval Series 007 Double Check Valve Assemblies Sizes: 1 /2" - 3" (15 - 80mm) Series 007 Double Check Valve Assemblies shall be installed at referenced cross - connections to prevent the backflow of pollut- ed water into the potable water supply. Only those cross -con- nections identified by local inspection authorities as non - health hazard shall be allowed the use of an approved double check valve assembly. Check with local authority having jurisdiction regarding vertical orientation, frequency of testing or other installation requirements. the'vaive shall meet the requirements of ASSE Std. 1015 and AWWA Std. C510. Approved by the Foundation for Cross - Connection Control and Hydraulic Research at the University of Southern California. Features • Ease of maintenance — only one cover •..Top entry • Replaceable seats and seat discs • Modular construction • Compact design • Cast bronze body construction — 'fz" — 2" (15 —. 50mm) • Fused epoxy coated cast Iron body — 2 — 3" (65 — 80mm) • Top mounted ball valve test cocks • Low pressure drop • No special tools required for servicing • '//' — 1" (15 - 25mm) have tee handles Specifications A Double Check Valve Assembly shall be installed at each noted location. The assembly shall consist of two positive seat- ing check modules with captured springs and rubber seat discs. The check module seats and seat discs shall be replaceable. Service of all internal components shall be through a single access cover secured with stainless steel bolts. The assembly.shall also include two resilient seated isolation valves; four top mounted, resilient seated test cocks. The assembly shall meet the requirements of ASSE Std. 1015 and AWWA Std. C510. Approved by the Foundation for Cross - Connection Control and Hydraulic Research at the University of Southem California. Assembly shall be a Watts Regulator Company Series 007. .' Contractor Approval Contractor's P.O. No. Representative 'h" (20mm) 007M3QT 2" (50mm) O07M1QT HC First Check Module Assembly Second Check Module Assembly ES - 007 The 007 Series features a modular design concept which facilitates complete maintenance and assembly by retaining the spring load. Now Available WattsBox Insulated Enclosures. For more information, send for liferature ES -WE. IMPORTANT. INQUIRE WiTH GOVERNINGAUTHORR7ES FOR LOCAL INSTALLA710NREQUIREMENTS Watts product specifications In U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, .or materials .with- out prior notice and without Incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. o ' MODEL ?;,_ :'; SgE MY) „ In. mm .., .;k In. ' .r +. i x 1 i4 .. M.'ir 0141E01011S ! i In. 9 r ;g 4 . F mm 0 s Y .., }. A G In. mm ? . ?. V/ ..- . B In. mm 5 1., T In. : , :" mm z 1 ., lbs. kgs. A mm In. B mm ,1,z`i C. In. mm D In. mm tA0070T 1/2 15 10 254 4% 117 21/26 62 — — 5 127 3% 85 2 59 21/26 52 4.5 2 1 3 20 11 282 4 102 3 79 — — 63/46 157 3 87 21/2 54 13/46 33 5 2.3 1 1 25 13'% 337 5 130 4 102 — — 71/2 191 3 85 1 43 1 43 12 5.4 TA007M20T 11/4 32 16% 416 5 127 33/46 '',84 — — 91/2 241 5 127 3 76 2 50 15 6.8 141 007M20T 1 40 163/4 425 4 124 312 '89 — — 9 248 5 148 3 79 2 68 15.9 7.2 TA 007M1 QT 2 50 191/2 . 495 6% 159 4 102 — — 13% 340 61/2 156 31/26 87 2 68 25.7 11.7 • 0070T -S 1/2 15 13 330 6 152 2 62 3 76 5 127 3% 85 23/46 59 21/26 52 5.5 2.5 • 007M30T S 3/4 20 141/2 368 61/2 156 31/2 78. 3 76 6 157 3 /is 87 21/2 54 1 33 6.7 3.1 • -007M1 QT S - -1- -25- -1 -7'346 157.._ . .7 3 /4 ..- 197 4 3% 83 ... . 71 191 .. -. 3 85 "/a 43 .. 1 43 14 6.4 • 007M2QT -S 1% 32 211/2 546 7' /s 179 331s 84 31/2 83 912 241 5 127 3 76 2 50 19 8.6 • 007M20T S 11/2 40 251/4s 637 7'A6 179 31/2 89 3 95 9 248 5 148 31/2 79 2 68 19.6 8.9 • 007M1 QT -S 2 50 271/4 692 8 222 4 102 4 102 13 •340 6 156 31/26 87 2 68 33.5 15.2 Pressure — Temperature 'A" - 2" (15 - 50mm) Temperature Range: 33 °F - 180 °F (0.5 °C - 82 °C). Maximum Working Pressure: 175psi (12.1 bar). 2 - 3" (65 - 80mm) Temperature Range: 33"F -110 °F (0.5t - 43 °C) continuous, 140 °F (60 °C) intermittent. Maximum Working Pressure: 175psi (12.1 bar). Standards ASSE Std. 1015, AWWA Std. 0510 IAPMO PS31, CSA B64.5 Approvals Bss> SP® # ASSE, AWWA, IAPMO, CSA, UPC • Approved by the Foundation for Cross - Connection Control and Hydraulic Research at the University of Southern California. • Models LF and S are not listed. • UL Classified (LF models only) 3 /4 ' — 2° (19 - 50mm) o UL Classified with OSY gate valves (2W and 3 ") • Horizontal and vertical "flow up° approval on all sizes. Dimensions Weights Models Sizes: /" - 2" (15 - 50mm) *Subscript's'' = strainer model Suffix HC — Fire Hydrant Fittings dimension "A" = 23 (594mm) (f 1 / " -2" (15 - 50mm) Suffix: S - bronze strainer LF - without shutoff valves LH - locking handle ball valves (open position) SH - stainless steel ball valve handles HO - 2W inlet/outlet fire hydrant fittings (2° valve) Prefix: U - Union connections 21/2" - 3" (65 - 80mm) Suffix: NRS - non - rising stem resilient seated gate valves OSY - UL/FM outside stem and yoke resilient seated gate valves LF - without shutoff valves QT -FDA - FDA epoxy coated quarter -turn ball valves ' MGOEL , }N ,;MOOa txl't- slrrot�, .. , ,s,..n In. mm 5 h r, s 'k? ;iti.. A mm ii'Si PRMSP C, ba mm k a itxbry E, El mm . In. 6. !na °'.1viY�EIfiN[� R mm �s' lbs. kgs. • A .0070T-FDA . 21/2 65 33'%e 841 6 162. 91/2e 230 8Y4 222 155 70 11/2 007 -NRS 21 65 33 841 9%e 238 91/2s 230. 8 222 155 70 AO 007 -0SY. 21/2 65 33'% 841 16% 416 9'As 230 8% 222 158 72 007-QT-FDA 3 80 34'% 867 6%e :,162 9 230 8% 222 155 70 ®O 007 -NRS 3 80 34'% 867 10 260 9'As 230 8% 222 185 84 A 007 -0SY 3 80 34'% 867 18T 479 91/2e 230 8% 222 185 84 ' MGOEL , }N n ` ,``SITE In. r ; 3.iL _ , mm e �.� �'. OIME ` - M. mm 00070T `.'2 15 12 326 0007M2QT % 20 13'% 350 0007M2QT 1 25 16% 422 0007M2QT 1'/4 32 20 527 U007M2QT 11/2 40 21 546 0007M1QT 2 .50 241 622 Dimensions — Weights 1" 0007M1QT Sizes: W' — 2" (15 — 50mm) Union Tailpiece Union Nut Union Tailpiece Union Nut Strainer Dimensions M N In. mm la mm In. mm lbs. kgs. 21/2 65 10 254 61/2 165 28 13 3' 80 10'%e 267 7 178 34 15 'S Models only Capacity As complied from documented Foundation for Cross - Connection Control and Hydraulic Research at the University of Southern California lab tests. Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) " UL rated flow bars psi . .8 12 .7 10 ° .5 8 e .4 6 g .3 4 2 A 2 0 0 b ars psi 1/4" (20mm) 1.5 n 1.2 18 p 96 14 1.. .6.9 .10 N ' g .41 6 .14 2 ban psi .c11 18 2 .6 12 c .7 10 5 8 .4 6 23 3 4 bars psi 1. 14 .8 12 , .7 10 .d. .5 8 .4 8 w 3 4 a 1 2 0 0 W (15mm) * 0 2 6 22 5 7.5 13 2.5 0 75 1" (25mm) 10 15 20 0 19 38 57 78 S -. 7.5 '10 1.5 2.3 3.0 11/4" (32mm) * * 15. * 25 Flow 5 10 1 20 25 0 19 . 38 57 76 95 7.5 15 2.3 4.8 Flow Flow 0 10 20 "30 40 50 , 0 38 . 76 1 4 1 2 190 5 .75 10 1.5 2.3 3.0 Flow Backflow Prevention Products ES -007 0639 30 14 60 228 8 30.4 30 35 0 5 50 gpm 11 133 152 1 1 190 Ipm 4>: mps 35 133 y A 6 .3 4 a.1 2 0 45 50 5S 60 gpm 0 0 . 152 171 190 209 228 Ipm . 5 0 .6 70 80 266 304 342 15 4.6 80 10 38 10 3.0 100 380 110 1 0 gpm 418 4561pm 50s mps 1 CPm 45.5 Ipm 070 mps bare psi a .6 12 2 .7 10 5 8 7 . 4 6 Il .3 4 .1 2 0 0 n bars psi .T 1 0 ° .5 8 bars pal .7 10 0. .5 8 11/2" (40mm) 10 20 30 40 0 38 76 1 4 15 5 15 2" (50mm) bars psi .8 12 ss .7 10 .2 .5 a P. .4 6 y .3 4 2 .1 2 a 0 0 0 25 50 190 5 1.5 21/2" (65mm) 25 95 3" (80mm) 50 190 * * Flow Flow 75 100 285 380 5 7.5 13 23 75 100 285 330 7.5 10 2.3 • 3.0 Flow 50 60 70 190 228 66 7.5 10 2.5 3.0 125 150 475 570 10 3.0 a.4 6 m.3 4 .1 2 0 0 a 25 50 75 ICO 1 5 150 175 0 95 190 285 360 475 5 0 665 5 7.5 1.5 2.3 Flow. 125 80 90 100 1 0 120 gpm 304 342 380 4 8 456 Ipm 15 fps 4.5 mps 150 475 570 15 4.6 * ** 175 260 175 200 gpm 665 760 Ipm Ms mps 225 250 gpm 665 760 855 950 Ipm 15 4.6 * ** 200 225 250 275 300 325 gpm 760 655 050 1045 11 0 1235 Ipm 10 fps 3.0 mps I S O :. 9001 CERTIFIED USA:. 815 Chestnut St, No. Andover. MA.01845- 6098;..www.watts.com Canada: 5435 North Service Rd., Burlington, ONT. L7L 5H7; www.watiscanada.ca ® Watts Regulator Co.. 2006 mw TSE A Engineering A Date Sent: Name: Total pages: From: Subject: Project: COMMENTS: 04/02/08 BUILDING OFFICIAL 9 KEITH RYAN, P.E. BEAM CALCULATIONS See pages 2 through 8 for beam and column calculations. See page 9 for framing information. 1 c y, TSE #6442 (HEATHERWOOD 6LUBHOUSE) REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 8 008 inn Ci1 Of Tukwila B UILDING DM$IQN a PAGE 1 OF 9 PAL f CO No. 12930 N. E. 178th Street A Woodinville, WA. 98072 -8702 (425) 481 -6601 A FAX (425) 481 -6371 A tristate@netos.com L EX P1132 x3/27/0 _� RECEIVED CITY OF TIUKWILA MAY 2'3 2008 PERMIT CENTER .90q) 211° TSE • Engineering • 12930 N.E. 178th Street Woodinville, WA 98072 • (425)481 -6601 PROJECT: JOB #: (D i t7l BY: 0- DATE: 2 G K4v; ry Lo 4P P S)CA) # �N p teg76s Pi 6 E N tom &t' PO/L. f3 AN1 E c e't C)Lun 44 C/4G G NEW D9 GABLE .„ 8:12 8:12 / 6:12 CLUBHOUSE ROOF PLAN SCALE: 1/4" = 1' -0" / NEW D9 REPLACE I ' —NEW BM EXIST -B - -- 0 M 6.12 w GABLE a 6:12 \ m RIDGE / 8,12 ( -- NEW Cormo5ITE INGLE ROOF TCN EXIBTB 9E Q NEW 05 NEW D9 REPLACE EXISTS D9 NE ROOF BEAM INPUT: Uniform Loading Span Length w (DL) w (LL) L Roof (psf) 15 25 12 Tributary (ft) 8 8 ft Wall (psf) 0 0 Tributary (ft) 0 0 Floor (psf) 0 40 Tributary (ft) 0 0 Other (plf) 10 0 w (TL) 130 200 330 plf plf plf RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 780 780 1200 1200 1980 1980 2340 3600 5940 Ibs. Ibs. lbs. Ibs. Ibs. Ibs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 10^6 Manuf.Lbr. Co 1.15 Timber CH 1 Dimen. Lbr. DFL #2 990 180 625 1.6 Cr 1 psi psi psi psi Ci 1 v 3.3.03 TSE Engineering b d A S I 3.5 11.25 39.38 73.8 415 in. in. in. ^2 in. ^3 in.^4 fv = 64 psi Brg.Lgth.= 0.075 ft. CL = 1.000 fb = 970 psi GL Cv = N/A R = N/A A (DL) = 0.09 in. A (LL) = 0.14 in. 0 (TL) = 0.23 in. RATIOS OF ACTUAL TO ALLOWABLE fv /Fv'= 0.31 fb / Fb' = 0.85 USE 4x12 DFL #2 RATIOS OF SPAN TO DEFLECTION L / 1025 for LL L / 621 for TL Job #: (7 t By: Page: 3 0 0 0 ROOF BEAM (oP INPUT: Uniform Loading Span Length w (DL) w (LL) L Roof (psf) 15 25 12 Tributary (ft) 8 8 ft Wall (psf) 0 0 Tributary (ft) 0 0 Floor (psf) 0 40 Tributary (ft) 0 0 Other (plf) 10 0 w (TL) 130 200 330 plf plf plf TSE Engineering RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 780 780 1200 1200 1980 1980 2340 3600 5940 Ibs. Ibs. Ibs. Ibs. Ibs. Ibs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 10 Manuf.Lbr. GL 2400 165 650 1.8 Co 1.15 Timber CH 1 Dimen. Lbr. Cr 1 psi psi psi psi Ci 1 v 3.3.03 b d A S I 3.125 9 28.13 42.2 190 in. in. in ^2 in. ^3 in ^4 fv = 92 psi Brg.Lgth.= 0.081 ft. CL = 1.000 fb = 1690 psi GL Cv = 1 R = 811 ft. A (DL) = 0.18 in. A (LL) = 0.27 in. A (TL) = 0.45 in. RATIOS OF ACTUAL TO ALLOWABLE fv / Fv' = 0.49 fb / Fb' = 0.61 USE GLULAM 3 -1/8x9 GLULAM 24F -V4 RATIOS OF SPAN TO DEFLECTION L / 527 for LL L / 320 for TL Job #: itili By: g Page:3.A 0 0 0 ENTRY BEAM TSE Engineering INPUT: Uniform Loading Span Length w (DL) w (LL) L Roof (psf) 15 25 4 Tributary (ft) 6 6 ft Wall (psf) 0 0 Tributary (ft) 0 0 Floor (psf) 0 0 Tributary (ft) 0 0 Other (plf) 10 0 v 3.3.03 w (TL) 100 150 250 plf plf plf RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 200 200 300 300 500 500 200 300 500 Ibs. Ibs. Ibs. Ibs. Ibs. Ibs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 10^6 Manuf.Lbr. CD 1.1 Timber CH 1 Dimen. Lbr. HF #2 935 150 405 1.3 Cr 1 psi psi psi psi Ci YES Ci factors b d A S I Fb 0.85 3.5 11.25 39.38 73.8 415 Fv 1 in. in. in. ^2 in. ^3 in.^4 Fc(perp) 1 E 0.95 fv = 10 psi Brg.Lgth.= 0.029 ft. CL = 1.000 fb = 80 psi GL Cv = N/A R = N/A A (DL) = 0.00 in. 0 (LL) = 0.00 in. 0 (TL) = 0.00 in. RATIOS OF ACTUAL TO ALLOWABLE fv / Fv' = 0.06 fb / Fb' = 0.09 USE 4x12 (MIN.) ( 4-pc /i fuet6 RATIOS OF SPAN TO DEFLECTION L / 28493 for LL L / 17096 for TL Job #: By: Page: 0 0 0 RIDGE BOARD INPUT: Uniform Loading Span Length w (DL) w (LL) L Roof (psf) 15 25 4 Tributary (ft) 7.5 7.5 ft Wall (psf) 0 0 Tributary (ft) 0 0 Floor (psf) 0 0 Tributary (ft) 0 0 Other (plf) 10 0 v 3.3.03 w (TL) 122.5 187.5 310 plf plf plf TSE Engineering RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 245 245 375 375 620 620 245 375 620 lbs. Ibs. Ibs. lbs. Ibs. Ibs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 10^6 Manuf.Lbr. Co 1 Timber CH 1 Dimen. Lbr. HF #2 850 150 405 1.3 Cr 1 psi psi psi psi Ci 1 b d A S I 1.5 11.25 16.88 31.6 178 in. in. in. ^2 in. ^3 in.^4 fv = 29 psi Brg.Lgth.= 0.085 ft. CL = 1.000 fb = 240 psi GL Cv = N/A R = N/A 0 (DL) = 0.00 in. A (LL) = 0.00 in. A (TL) = 0.01 in. RATIOS OF ACTUAL TO ALLOWABLE fv / Fv' = 0.20 fb / Fb' = 0.28 USE 2x12 RATIOS OF SPAN TO DEFLECTION L / 10283 for LL L / 6220 for TL 6WZ Job #:" K By: Page: 5 0 0 0 ENTRY BEAM INPUT: Uniform Loading Span Length w (DL) w (LL) L Roof (psf) 15 25 15.5 Tributary (ft) 0 0 ft Wall (psf) 0 0 Unsupported Span Length RB Tributary (ft) 0 0 15.5 ft Floor (psf) 0 0 / 'Wee Wee P r Tributary (ft) 0 0 oncentrated Loading Other (plf) 10 0 Load Xc P (DL) P (LL) P (TL) w (TL) 1 7.75 250 375 625 10 0 10 2 0 plf plf plf ft Ibs Ibs Ibs v 3.3.03 TSE Engineering RATIOS OF ACTUAL TO ALLOWABLE fv / Fv' = 0.08 fb / Fb' = 0.51 USE 4x12 (MIN.) 17.6 0 RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 203 203 188 188 390 390 1269 1453 2722 Ibs. Ibs. Ibs. Ibs. Ibs. Ibs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 10^6 Manuf.Lbr. CD 1.15 Timber CH 1 Dimen. Lbr. HF #2 935 150 405 1.3 Cr 1 psi psi psi psi Ci YES Ci factors b d A S I Fb 0.85 3.5 11.25 39.38 73.8 415 Fv 1 in. in. in. ^2 in. ^3 in.^4 Fc(perp) 1 E 0.95 fv = 15 psi Brg.Lgth.= 0.023 ft. CL = 0.942 fb = 440 psi GL Cv = N/A R = N/A A (DL) = 0.09 in. A (LL) = 0.10 in. A (TL) = 0.19 in. RATIOS OF SPAN TO DEFLECTION L / 1898 for LL L / 986 for TL Job #: PM/ By: Jae Page: ENTRY COLUMN Overall End Conditions Intermediate Supports Loading Length Kexx Kew xx axis yy axis P axial w xx w yy 9 1 1 0 0 0 0 0 ft. lbs. plf pif Column Size Duration Plate Properties b d CD Specie Fc(perp) Cb ? Cb 5.5 5.5 1 HF 405 YES 1.068 in. in. psi MATERIAL Type /Specie Grade Fbxx Fbyy Fc Exx (10) Eyy (10)^6 Manuf.Lbr. Timber HF #2 525 525 375 1.1 1.1 Dimen.Lbr psi psi psi psi psi fc 0 psi SRxx (Ie /d) 19.64 SRyy (le /b) 19.64 Fc* 375 psi KcE 0.3 FcE 856 psi c 0.8 ki 2.050869 k2 2.851739 Cp 0.887114 Fc' 333 psi v 3.3.03 Mxx 0 ft.lbs Sxx 27.73 in ^3 fbxx 0 psi FcE xx 856 psi Fbxx' 525 psi k3 0 Mw 0 ft.lbs Syy 27.73 in ^3 fbyy 0 psi FcE yy 856 psi KbE 0.438 RB 4.431 FbE 24536 psi k4 0 TSE Engineering COLUMN CSI = 1.0 fc(perp) / Fc(perp)' = 0.769 <1 o.k. ALLOWABLE AXIAL LOAD = 10063 lbs. ' /OC I et( P axial RESULTS WY USE: / )16 Job# ` By: Page: 7 • 4 ELECTR /CAL SYMBOLS DOUBLE RECEPTACLE (U0/120V) (WP • WATERPROOF IE 4 TELEPHONE JACK OUTLET DOLE Fg6EPTACP WITH (•nql P TELEVISION OUTLET Ci. GROUND FART INTERRUPTER SP 220/240 TT VOLT RECEPTACLE 77 SMOKE O DETECTOR, 110 VOLT S ao N ERG »Th ciw W/ 6,41 ItK BACK -UP aTJ F4/4 - VENT TO ATMOSPHERE WO! WW1. arn�ia ,o m �" s,fn DG 4 L4 1.1013.1111.1013.1111014R OE 4AY eV r4. OR • IFLI 311&44 OR MULLED 31 14 M 4watW 00i1 • CEILING RECESSED INCANDESCENT A10 Ili u A• A1LI.l. GEILNG SURFACE MOTED NCANDESCENT C!T THERMOSTAT F (PO • FULL 644454 P• PENDANT, WALL SURFACE MOUNTED INCAt4 54GET/T $ STANDARD TWO -WAY UTL ET 9WIT41 FOR L GHT OR O y EXISTWG CE MOUNTED 44= E2OSTSJG DOUBLE RECEPTACLE NEW STONE VENEER _ 11111-- 1 4 r .v CLUBHOUSE FRONT ELEVATION SCALE: 1/4" = 1' -0" NEW C011'. SHINGLE ROOFI4G 10/45 Cv ) IF OPEN UNDER SINK HOT WATER 4 DRAIN PIPE TO BE PROTECTED EXI5TG ROOF PENETRATION NEW D6 REPLACE EXI5TG 05 UNDER SINK 4401 4 DRAIN PIPE TO VENT FANS TO ROOF 30 WIDTH 30 MAX HT WORK AREA CLUBHOUSE ROOF PL SCALE: 1/4" = 1' -0" Z X x� P©s<' g4 RS w/nce past CAP (T NOTE, CONTRACTOR TO FEPLACE ALL WINDOWS W/NEW DBL AI ATE- (V WYT -) NEW 105 REPLACE EXI5TG 213 4' -10 8' - .. 5C0 CONTRACTOR (0 REMOVE EXI5TG CONCRETE PROVIDE NEW CONCRETE W/ SCORED A5 SHOWN 32'X92' 3W - 6 ° (EXISTNG) DCI5TG 2 16' - 0' EXIST* 6 EXISTING Wl4DOW5 TO BE REMOVED, ADD WALL TO MATCH EX15TG NEW corpsitta SNPGLE ROOF MATCH EXIST* D(15TG 2 10' -3 ° NEW 05 REPLACE DCI5TG 05 6 NEW WINDOW TO MATCH EXIST* Q _ i EXISTING DOWNSPOIT (08) E_It NEW DOWNSPOUT (28) NEW ADDITI ROOF EXI5T1NG DOOR TO BE 1ZF710VED, ADD WALL TO MATCH 104151G STUDS 2X4, TO BE FURRED -IN W/ 2X2 PROVIDE R -21 BATT INSULATION REMOVE E05TG SPA EQUIPMENT. RLL N HOLE W/ CONCRETE NEW STONE VENEER BASE (TYP.) Iffl=3 NEW WALL 4 COLUMN EXISTING WALL 10 10 E 1 1604 156th Place NB Ste. 1 Bellevue Ya bington 86005 425.644.1446 - Fax 644.1621 offica5100wsb.com Arabtt.atms 45aAya ♦ Plwctca 14ambm• a Uln Nmmlaa4 133tt2ate 0± Lic © ms moe y . t .. 03 -24-08 lob I • 0803 1 II E U B Project Info Project Address Heatherwood Clubhouse Date 4/4/2008 Area in ft 5851 5 152nd Street Department Use For Building COPY �1YHrs CLUBHOUSE - ASSEMBLY Tukwila, WA 98188 ��� Applicant Name: GNS Architectural Group !yS (q� Applicant Address: 1804 136th Place NE, Suite #1 Pet fit No. ,. • Applicant Phone: 425 644 1446 - Project Description -.. .1 ❑ New Building ❑ Addition / .. . J Alteration.. 4. •'•.Plans Refer to WSEC Section 1513 fof controls and commissioning requirements. Compliance Option 0 Prescriptive ® Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) 737.0 Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting CODE COMPLIANCE ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. 2 Location (floor /room no.) Occupancy Description Allowed Watts per ft2 '• Area in ft Allowed x Area CLUBHOUSE - ASSEMBLY 1.00 737.0 737.0 F2 -TRACE FIXTURE (4' TOTAL LENGTH) 50.0 100.0 P3- RECESSED COMPACT FLUORESCENT REM WED FOR FOR 10 " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 737.0 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed F1- INCANDESCENT DOWNLIGHT 2 60.0 120.0 F2 -TRACE FIXTURE (4' TOTAL LENGTH) 50.0 100.0 P3- RECESSED COMPACT FLUORESCENT REM WED FOR FOR 10 32.0 320.0 F4- INCANDESCENT VANITY CODE COMPLIANCE 2 60.0 120.0 APPROVED 111 2 8 7(108 W OfTula BUILDING DIVISION , Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 660.0 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage Proposed Lighting Wattage 2006 Washington State Nonresidential Energy Code Compliance Form inferior Lighting Summary LTG -INT Revised July 2007 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. RECEIVED CITY OF TUKWILA MAY 2'3 2008 PERMIT CENTER pc— 9L f Use' LPA` (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)'• 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations' 1.0 Cafeterias, fast food establishments', restaurants /bars' 1.3 Post office 1.1 Dormitory 1.0 Retail retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia', assembly spaces' 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses ", storage areas 0.5 Hotel banquet/conference /exhibition hall'• 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: Q Warehouses, storage areas or aircraft storage hangers Q Other Qualification Checklist Note: If occupancy type is "Other" and fixture 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. 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. Inferior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 TABLE 15 -1 Unit Liiihtina Power Allowance (LPA ootnotes for Table 15 -1 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. Project Info Proj Addres Heatherv000d Clubhouse Date 4/4/2008 5851 5 152ad Street For Building Department Use Tukwila, WA 98188 Name: GMS Architectural Group Appl. Name 1804 136th Place NE, Suite #1 Apt. Phone 425 644 1446 Project Description ❑ Plans Included requirements. ❑ New ❑ Addition 4 Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option ® Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/W ❑ Controlled by motion Sensor ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Tradable Locations Description Allowed Watts per ft or per If Area (ft perimeter (If) or # of items Allowed Watts x ft (or x If) Main Entry 30 W /LF of door widt 6.0 180.0 96.0 Non - Tradable Locations Description Allowed Watts per ft or per If Area (ft perimeter (10 or # of items Allowed Watts x ft (or x If) El -WALL MOUNTED COMPACT FLUORESCENT 3 32.0 96.0 Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed El -WALL MOUNTED COMPACT FLUORESCENT 3 32.0 96.0 Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed El -WALL MOUNTED COMPACT FLUORESCENT 3 32.0 96.0 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Exterior Lighting Summary LTG -EXT Tradable Maximum Allowed Li htint? Wattage Tradable Proposed Lighting Wattage otal Proposed Watts may not exceed Total Allowed Watts for Exterior Non - Tradable Maximum Allowed Lighting Wattage Non - Tradable Proposed Lighting Wattage roposed Watts may not exceed Allowed Watts for Category Total Allowed Watts 180.0 Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. Total Proposed Watts Revised July 2007 96.0 Tradable Surfaces (Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded.) Uncovered Parking Areas Parking lots and drives 0.15 W/ft Building Grounds Walkways less than 10 feet wide 1.0 W /linear foot Walkways 10 feet wide or greater Plaza areas Special feature areas 0.2W /ft Stairways 1.0 W/ft Building Entrances and Exits Main entries 30 W /linear foot of door width Other doors 20 W /linear foot of door width Canopies and Overhangs Canopies (free standing and attached and overhangs) 1.25 W/ft Outdoor Sales Open areas (including vehicle sales lots) 0.5 W/ft Street frontage for vehicle sales lots in addition to "open area" allowance 20 W /linear foot Non - Tradable Surfaces (Lighting power density calculations for the following applications can be used only for the specific application and cannot be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the "Tradable Surfaces" section of this table.) Building Facades 0.2 W/ft for each illuminated wall or surface or 5.0W /linear foot for each illuminated wall or surface length Automated teller machines and night depositories 270 W per location plus 90 W per additional ATM per location Entrances and gatehouse inspection stations at guarded facilities 1.25 W/ft f uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces ") Loading areas for law enforcement, f ambulance and other emergency service vehicles 0.5 W /ft of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces") Material handling and associated storage 0.5 W/ft Drive -up windows at fast food restaurants 400W per drive - through Parking near 24 -hour retail entrances 800 W per main entry 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Exterior Lighting Summary (back) LTG -EXT TABLE 15 -2 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised July 2007 01 -02 -2009 DAVE JENSEN 2375 130 AV NE #200 BELLEVUE WA 98005 RE: Permit No. D08 -294 5851 S 152 ST TUKW Dear Permit Holder: Department of Community Development Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 02/01/2009 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, P xc: r Marshall, Technician Permit File No. D08 -294 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 June 4, 2008 Rob Kellum 2010 — 156 Avenue NE, #100 Bellevue, WA 98007 RE: CORRECTION LETTER #1 Development Application Number D08 -294 Heatherwood Clubhouse — 5851 South 152 Street Dear Mr. Kellum 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 Public Works Department. At this time the Building, Fire and Planning, Departments have no comments. Public Works Department: Joanna Spencer at 206 431 -2440 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. encl File No. D08 -294 Brenda Holt Permit Coordinator City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director P:\Permit Center \Correction Letters\2008\D08 -294 Correction Ltr lI1.DOC wer • • 6300 Southcenter Boulevard. Suite #100 • Tukwila. Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: PROJECT: REVIEW #: PERMIT NO: PLAN REVIEWER: • • PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards May 30, 2008 Heatherwood Clubhouse TI 5851 S 152 St., Bldg G 1 D08 -294 Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. The program requires elimination or control of any cross - connection between the distribution system and a consumer's water system by the installation of an approved backflow device. The City has determined that the building at the above address has deficiencies on the domestic water supply and fire prevention line. a) Domestic Water A Double Check Valve Assembly (DCVA), shall be installed immediately downstream of the permanent water meter for premise isolation. Installation at another location requires the Public Works Director's approval. Please submit a site plan showing location of proposed DCVA in relationship to the domestic water meter on site, specify DCVA size, manufacturer, and model number together with backflow cut sheet. Please circle device to be installed. b) Fire Prevention Line Public Works does not show any fire backflow devices for this location in our database. Upon a site visit, it was discovered that the building has a fire system but we cannot determine the type of the backflow since it appears to be located inside a fire vault completely filled with water. Please have the backflow tested by a certified tester and submit passing test results to Public Works. If the existing backflow is not a Washington State Department of Health approved Detector Double Check Valve Assembly and cannot be tested, it shall be replaced with an approved backflow per attached City of Tukwila Detail WS -15 (2of 2). Tamper switch shall be installed which shall report to the fire panel. The Fire Department requires this to be monitored. A sump pump system shall be installed to keep fire vault dry and make it accessible at all times. Public Works Comments D08 -294 Page 2 May 30, 2008 The Public Works Director will withhold issuance of D08 -294 Tenant Improvement permit until the Permit Center receives plans for installation of items a) and b), or a bond for design, installation and testing of subject backflow(s). A separate letter was mailed to Suhrgo Residential Properties, LLC representing the property owner. Please note that domestic water DCVA shall be installed on remaining buildings (A, B, C, D, E and F) if any inside plumbing modifications are done. I have enclosed Public Works Bulletins Al and C5 to help you. Please call Mike Cusick, Public Works Senior Water and Sewer Engineer, at (206) 431 -2441 if you have any questions. (P:Joanna /Comments 1 D08 -294) • • 0 April 10, 2008 Re: Sincerely, BUILDING DIAGNOSTICS INSPECTIONS ENVIRONMENTAL SERVICES MAINTENANCE PLANNING DESIGN • Heatherwood Clubhouse 5851 S 152 PI Tukwila, WA 98188 Community Planning Department, Permit Center; Thank you for the opportunity to be of assistance. „Li/ Samdal, P.E. Criterium -Pioli Engineers LICENSED PROFESSIONAL ENGINEERS CITY OF TUKPMLA MAY 2'8 2008 PERMIT CENTER City of Tukwila Attn: Community Planning Department, Permit Center 6300 South Center Blvd, Suite 100 Tukwila, WA 98188 10011 MAIN STREET BOTHELL, WA 98011 425 486 -4000 425 486-4007 fax 800 945 -4189 (WASHINGTON) This letter is intended to address the new state waterproofing law (EHB1848) regarding building enclosure design and associated details as it relates to clubhouse at Heatherwood, located at the above address. Criterium -Pioli Engineers was retained by Suhrco Residential Properties LLC, the property management company at Heatherwood, to review the building enclosure design details and future on -site inspections related to the building envelope. The building envelope has yet to be renovated and therefore we have not performed any installation inspections on this property. However, we believe that the building envelope design drawings by GMS Architectural Group, dated 4 -7 -2008 will adequately limit moisture entry into the building envelope. Provided that the building envelope is installed per these drawings, we believe that this Heatherwood clubhouse will in my professional judgment satisfy the requirements of Sections 1 through 10 of EHB 1848. Criterium -Pioli Engineers will periodically inspect the installation of the building envelope on this clubhouse to ensure satisfactory installation. This report is the complete response to the inspection and should be read in full. We encourage you to call with any questions at our office: Criterium -Pioli Engineers, 425/486.4000. EXPIRES 10/12/ boo � -21 Jennifer Marshall - Permits - Heatherwood From: "Lori Gilbert" To: Date: 11/03/2008 8:27 AM Subject: Permits - Heatherwood Jennifer, We need to change the GC on the following permits again. Permits numbers: D08 -294; D08 -227; D08 -228; D08 -229; D08 -230 We have hired a new General Contractor at Heatherwood. The GC we originally replaced was Interior Construction Services, Mike Berg, President. We had a Letter Of Intent with Alliance Restoration, but were unable to come to a contract. Therefore we have hired a new contractor and need the permits to reflect this: New GC: REMCO Deacon 2375 130 Ave. NE Bellevue, WA 98005 New Contact: Dave Jensen 425 - 284 -4040 206 - 931 -8458 License Number: REMCO**973QL • Please note, last time the 'Contact' was not changed, and a contact for Interior Construction Services remained on the permits. Please change the contact info as well. Thank you! Ari Gilbert Regional Property Manager SUHRCO Residential Properties, LLC - 2010 156th Ave NE #100 Bellevue, WA 98007 (425) 455 -0900 Phone (425) 460 -3183 Fax • Page 1 of 2 f, lP•//('•\ tpmn\ XP( TrnW ieP \dOfPRSFdtnk- mail61nn -r,n1 nnl 6f6f1ZFi14fl Q1 \lwlnnnn1 1 1 /n2 / ')nnR Jennifer Marshall - New Contractor - Heatherwood From: "Lori Gilbert" To: Date: 10/08/2008 1:40 PM Subject: New Contractor - Heatherwood Permits numbers: D08 -294; D08 -227; D08 -228; D08 -230 • • We have hired a new General Contractor at Heatherwood. The GC we are replacing is Interior Construction Services, Mike Berg, President. New GC: Alliance Restorations, Inc. 18133 NE 68th Street, Suite D -150 Redmond, WA 98052 New Contact: Mike Whalen, President 425 - 766 -5242 License Number: ALLIARS987LP My cell: 206 - 793 -1645 Dori Gilbert Regional Property Manager SUHRCO Residential Properties, LLC 2010 156th Ave NE #100 Bellevue, WA 98007 (425) 455 -0900 Phone (425) 460 -3183 Fax Page 1 of 1 This communication and any attachments may contain privileged or otherwise confidential information. If you are not Lori Gilbert's intended recipient or believe that you may have received this communication in error, please reply to Lori Gilbert indicating that fact and delete the copy you received without printing, copying, retransmitting, disseminating, or otherwise using the information. Thank you. ..+•. «rrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrr +..r file: / /C:\ Documents %20and %20Settings \j ennifer -m\ Local %20Settings \Temp\XPGrpWis... 10/08/2008 Joanna Spencer - Heatherwood Double for Check Valve and vault From: To: Date: Subject: Stephen Wheeler Joanna Spencer 05/30/2008 8:33 am Heatherwood Double Detector Check Valve and vault CC: Donald Tomaso The Heatherwood apartments have had problems with their PIV vault. The code states that the vault must be accessible at all times. It needs to be clear and free of water and accessible IFC 2006 508.5.2 Testing,testing,and maintance .Their vault floods out regularly. We have issued a correction order to install a Pump ( Per Code) to remove any access water. When I found out that they were changing their Occupancy from Rentals to Condos I decided to contact your officer about the Double detector check Valve . When they install the new Double detector Check Valve they will need to upgrade the vault to meet NFPA and IFC 2006 requirements. This will include a pump to keep the vault accessible. They will also need to install a tamper switch which will report to the fire panel. We will require this to be monitored. PERMANENT FILE COPY DEPARTMENTS: Building uision Public Works I Complete Documents/routing slip.doc 2 -28 -02 r -� PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -294 DATE: 02 -10 -09 PROJECT NAME: HEATHERWOOD APTS - CLUBHOUSE SITE ADDRESS: 5851 S 152 ST Original Plan Submittal Response to Correction Letter # X Revision # 1 After Permit Issued Response to Incomplete Letter # APPROVALS OR CORRECTIONS: Approved LJ Approved with Conditions Notation: REVIEWER'S INITIALS: kir la 1 C11Y • Prevention <<� F / ire Prev Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) r TUES/THURS RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: ,yV- ti .17-1)-- Planning Di son ,►_! n Permit Coordinator DUE DATE: 02 -12 -09 Incomplete ❑ Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required DATE: DUE DATE: 03 -12 -09 Not Approved (attach comments) n DATE: U Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -294 DATE: 07 -14 -08 PROJECT NAME: HEATHERWOOD CLUBHOUSE SITE ADDRESS: 5851 S 152 ST Original Plan Submittal Response to Incomplete Letter X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Building Division ❑ Public Works i(VG 111 I ETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n Planning Division n Permit Coordinator DUE DATE: 07 -17 -08 Not Applicable u t�- Permit Center Use Only • INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required Approved with Conditions n No further Review Required DATE: C DUE DATE: 08 -14 -08 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -294 DATE: 05 -23 -08 PROJECT NAME: HEATHERWOOD CLUBHOUSE SITE ADDRESS: 5851 S 152 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: 611,0,1-0P5 o nA /4 � � Z Q'oQ Bui . g n ' r revention Complete Comments: WERIN17 COOFiu COPY • PLAN REVIEW /ROUTING SLIP • blic W rks Structural � 1 • DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Jr- At 4 / Planning Division 111 Permit Coordinator DUE DATE: 05 -27 -08 Not Applicable Permit Center Use Only ' INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 n No further Review Required DATE: DUE DATE: 06 -24 -08 Approved ❑ Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: El 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 INITIALS 1 ?.-ko-oct 4- Summary of Revision: Summary of Revision: t k n,,,,, Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 ?.-ko-oct 4- Summary of Revision: Summary of Revision: t k n,,,,, Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 ?.-ko-oct 4- Summary of Revision: Summary of Revision: t k n,,,,, Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 ?.-ko-oct 4- Summary of Revision: Summary of Revision: t k n,,,,, Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 ?.-ko-oct 4- Summary of Revision: Summary of Revision: t k n,,,,, Received by: REVISION NO. DATE RECEIVED STAFF ISSUED DATE INITIALS STAFF INITIALS 1 ?.-ko-oct 4- Summary of Revision: t k n,,,,, .k.� t ►,, c U o 60,e. -v i,t {-c e a i c 2 Received by: tAcv 6 S ei t S Q.— iv PROJECT NAME: e . - C (040 PERMIT NO: J O S (X9 1-{ SITE ADDRESS: 5& S ( ORIGINAL ISSUE DATE: 8 -Y -O REVISION LOG (please print) (please 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 2 //o / 6 7 Plan Check/Permit Number: 0 (r '2 9 ❑ Response to Incomplete Letter # 0 Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: {le ¢,,.Q rv✓0 o c9 l' r.) o 0/1.1` n i' u Project Address: .5 S S / S) r 5T 7 k r LA. Contact Person: I AJ - Phone Number: 10 c - 9 ?/— g ( Summary of Revision: 4 fr e rc., 10 H ti r y I i9 r : G tr_ Sheet Number(s): 4 3,. 0 "Cloud" or highlight all areas of revision including date of rev' Received at the City of Tukwila Permit Center by: [jsEntered in Permits Plus on . a- 4(9'0 lapplications\forms- applications on linelrevision submittal Created: 8 -13 -2004 • • Steven M. Mullet, Mayor Steve Lancaster, Director MEWED nrry (IF TUKWI A FEB 10 2009 -.to% rr GINNER Sheet Number(s): • 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 mall, fax, etc. Date: 11 Plan ChecWPermit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: eidig PJr .) 19e0 e Qp , Project Address: $ S\ Se.),<r{„ 1S Z Contact Person: >L.vt. C.-' ∎At- Phone Number: . r Summary of Revision: t.00.. -1 ;-.,J 1 - b <' UA ■%-it' .1 Vvr. �IJ: -- ) 1�. 1. pl� �i: "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: h Li Entered in Permits Plus on //y /Or kappticationslforms- applications on Iine\revision submittal Created: 8-13-2004 Steven M Mullet, Mayor Steve Lancaster, Director Dos- 2q/4 CQTY O F fl 1JUL 14 308 PER47rAi d Name Role Effective Date Expiration Date OLSON, SCOTT J PRESIDENT 11/13/2003 Bond Amount Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 SAFECO INS CO OF AMERICA 6514447 10/15/2007 Until Cancelled $12,000.0011 /13/2007 2 AMERICAN AO ASSURANCE CO 207693 10/15/2001 Cancelled $12,000.00 05/31/2002 Untitled Page • Business Owner Information • Page 1 of 3 General /Specialty Contractor A business registered as a construction contractor with LEt1 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 REMCO - DEACON 4252844040 2375 130TH AVE NE #200 BELLEVUE WA 98005 KING CORPORATION UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 601908729 ACTIVE REMCO* *973QL CONSTRUCTION CONTRACTOR 11/13/2003 6/5/2010 REMCOSIO26P1 GENERAL UNUSED Bond Information https: // fortress .wa.gov /lni/bbip/Detail.aspx ?License= REMCO* *973QL 11/03/2008 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 WESTERN SURETY COMPANY 14431988 06/12/2002 Until Cancelled 06/17/2002 $12,000.00 06/17/2002 Name Role Effective Date Expiration Date WHEAT, IMEL JR PRESIDENT 06/17/2002 BROWNLEE, RITCHIE SECRETARY 06/17/2002 WHALEN, MICHAEL TREASURER 06/17/2002 CRAIG, RONALD VICE PRESIDENT 06/17/2002 Untitled Page Business Owner Information • Page 1 of 2 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 ALLIANCE RESTORATION SCVS INC Phone 4258827930 Address 18133 NE 68TH ST STE D150 Suite /Apt. City State Zip County Business Type Parent Company REDMOND WA 98052 KING CORPORATION UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 602212376 ACTIVE ALLIARS987LP CONSTRUCTION CONTRACTOR 6/17/2002 6/18/2010 FAIRWCL968J1 GENERAL UNUSED Bond Information https: // fortress .wa.gov /lni/bbip/Detail. aspx ?License = ALLIARS987LP 10/08/2008 Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 3 FIRST MERCURY INS FMMA001845 02/11/2008 02/11/2009 $1,000,000.0002 /25/2008 2 CBIC C11SG8183 07/26/2007 07/26/2008 02/22/2008 $2,000,000.00 07/02/2007 1 CBIC C11SG8183 07/26/200607/26 /2007 $1,000,000.0008 /07/2006 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 CBIC SG8183 07/26/2006 Until Cancelled $12,000.00 08/07/2006 Name Role Effective Date Expiration Date BERG, MIKE PRESIDENT 08/07/2006 Untitled Page Business Owner Information Bond Information Insurance Information • • General /Specialty Contractor A business registered as a construction contractor with LEtI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. INTERIOR CONSTR SERVICES INC Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County INTERIOR CONSTR SERVICES INC 4259484677 19501 144TH AVE NE STE A700 WOODINVILLE WA 98072 KING Business Type CORPORATION Parent Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Separation Date Previous License Next License Associated License Specialty 1 Specialty 2 602618289 ACTIVE INTERCS947NG CONSTRUCTION CONTRACTOR 8/7/2006 8/7/2008 GENERAL UNUSED https: / /fortress.wa. gov /lni/bbip/Detail. aspx ?License= INTERCS947NG Page 1 of 1 08/05/2008 A 10 10 EXISTING HEAT LAMP TO BE REMOVED EXISTING HEAT LAMP TO ISE REMOVED ����.",/, ELECT/- /CAL SYMBOLS NEW DOUBLE RECEPTACLE (110/120V) TELEPHONE JACK OUTLET (WP = WATERPROOF) = NEW DOUBLE RECEPTACLE WITH CABLE TELEVISION OUTLET GFI GROUND FAULT INTERRUPTER NEW 220/240 VOLT RECEPTACLE SMOKE DETECTOR, 110 VOLT � 5p INTERCONNECTED W/ BATTERY PACK -UP F �T A NEW FAN - VENT TO ATMATMOSPHERE Note: WHERE CEILING WEIGHT OP Room o! EN tCHALLWAY SERVING BEDROOMS EXCEED$ THAT OF THE HALLWAY 6Y 24" OR MORE, SMOKE DETECTORS SHALL BE INSTALLED IN BOTH THE ADJACENT ROOM NEW CEILING RECESSED FLUORESCENT AND THE HALLWAY. NEW CE IL INCs SURFACE MOUNTED TQ THERMOSTAT P INCANDESCENT (PC = PULL CHAIN P= PENDANT) 1 7 NEW WALL SURFACE MOUNTED INCANDESCENT $ FOR LIGHT TWO-WAY SWITCH FOR LIGHT OR OUTLET EXISTING CEIL SURFACE MOUNTED OH HEAT LAMP INCANDESCENT EXISTING DOUBLE RECEPTACLE .i:.3Y• : �� •Y p' 7����/ ���rJ�������� /�����w / /� /���� /�� /. ;x • ��I���r���r���l� �;� t - 4.:"'„i .S .07 .0; tC. 7. 7{ r/// / /rr / / / /44 / /7 / / / / /Y / /4 /r / /r / //r a r / /J / / / /J/ / / /r/ ,..,:.r. �v)1 III V.TA _ , 9 0. 7 ."47 ///,&> .7 /4e��,/7,4 r/ 1 . 1 lEt- 1 1 -i✓ r 3'- 'Y" 5 6,Y2" EXIST. TO BE REMOVE? • Q6 I a NEW ELEC. HEATER LOCATION OF EXISTING EXTERIOR FIXTURES TO REMAIN, REPLACE W/NEW FIXTURES VERIFY THE HEIGHT EXIST. LIGHTS TO BE REPLACED WITH NEW SURFACE MOUNTED INCANDESCENT FIXTURES sl MI '0' CLUBHOUSE ELECTRICAL PLAN SCALE: 1/4" = P -0" EXIST. HWT TO REMAIN EXIST. LIGHTS TO BE REPLACED WITH NEW RECESSED FLUOR. CANS (TYP. 6 PLACES) REPLACE EXIST* FAN WITH NEW FAN d TIMER NEW COMPOSITE SI-1INGLE ROOF MATCH EXIST* EXIST* ROOF PENETRATION VERIFY CONDITION OF OPENING ID ROOF, MAKE WATERTIGHT NEW PS REPLACE EXIST* DS IF OPEN UNDER SINK HOT WATER 4 DRAIN PIPE TO BE PROTECTED VENT FANS TO ROOF NOTE: - CONTRACTOR TO REPLACE ALL WINDOWS W/NEW DBL GLAZE (VINYL) - CONTRACTOR TO PATCH ALL GYP. BD MAKE READY FOR PAINT NEW PS REPLACE EXIST* DS NEW DS REPLACE EXIST* De REMOVE EXIST* W NEW. OBSCURE CONTRACTOR TO VERIFY IF THICKENED SLAB WAS POURED W /ORIGINAL SLAB. CONTACT ARCHITECT IF ITS NOT PRESENT EXISTING 2 TO BE REMOVED. 6 0 REPLACE W/ NEW 2 - 4= - 1 13' -9" RIDGE CONTRACTOR TO REMOVE EXIST* CONCRETE PROVIDE NEW CONCRETE W/ SCORED AS SHOWN 32')C32" GABLE /!/0000/////!// / '%///////J•////////JJ %JJ// /! / / / / //J ////!. %/!////J!!//!i!!. %J ///!/////////, We" / / / 4120 /////!,:97.1 /47.0 ":" /! %/J / / / / / / / / NEW 4x12 IBMS ABOVE GABLE 39'-6" (EXISTING) N RIDGE NEW COMPOSITE SHINGLE ROOF MATCH EXIST* NEW 4x6 KING POST EXISTING WINDOWS TO BE REMOVED, ADD WALL TO MATCH / EXIST* REPLACE EXIST* 1/2 ROUND ABOVE-WITH NEW I NEW 2x12 RAFTERS ABOVE City Of lbla BUILDING DIVISION 7 -NEW ALUM. GUTTER CARPET EXIST* VAULTEq NEW (2) - CEILING ABOVE 2x6 STUDS NEW BM 4 xI2 PFL "2 or 3 Yet XI 9 LULAM FTER STRUCT. NEW 1 (2) 2x4 MUDS OBBRAptrr ARPET EXIST* HAT PANEL EXIST* A$TIC ACCESS (VERIFY) I REMOVE I XIST* WALLS EXIST* HEAT P, REMO UND TO NEWER /-; - 5 1 7 S" EXISTING • 1 WALL To REMAIN I I I I I L - ---EXIT* ATTIC) 1 \ \ 1 AC ESS ( VERIFY) \ I / \I 11 1 "- - ----' 11 L MOVE XIST* rir WALL iftQ NEW CLOSET N0 -:. 7-6!"- :/29.7:1,1 G.7 7J!! / / / //• 77, r. . 9: 9 717! 7 . r/ r/ rirr0/ ii/ 1/ 4//// r/ rrr4r /J /JJ/! /i '+_w.�r / / / / / / / / / / /l7. f EXIST* FIRE CONTROL PANELS FILL COPY Pennant No. n Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the t violation of any adopted code or ordnance. Receipt Copy and rf, f ! f; - is acknowledged: By ' Da,,, l /0 ? NEW PS REPLACE EXIST* DS Of Tukwila BUILDING DIVISION EXISTING DOWNSPOUT (DS) NEW DOWNSPOUT (OS) EXISTING ROOF PENETRATION NE W ADDITIONAL ROOF NEW STONE VENEER BASE (TYP. ) shall be ll No changes s made to the scope of work without prior approval of Tukwila Building Division. for tl Revisions will require a new plan submittal 11 may ine;ude additional plan review fees. EXISTING 6 GL DOOR TO SE REMOVED. REPLACE W/ NEW 6 SL REPLACE EXIST* HWH REMOVE EXIST* FAN R'EMovE EXIST* SPA 4 EQUIPMENT. FILL IN HOLE W/ CONCRETE isus ' NOA_ REPLACE EXIST* FAN WITH NEW FAN 4 TIMER NEW WALL 4 COLUMN EXISTING WALL EXISTING DOORS TO BE REMOVED, ADD WALL TO MATCH EXIST* STUDS 2X4, TO BE FURRED -IN W/ 2X2 PROVIDE R -21 BATT INSULATION MIME MIREINEIMM 7 w 0 a rn 0 0 N w x w 0 m J 0 0 0. 0 tx w a r1\ 0 U 0 0 0 CO 0 1804 136th Place NE Ste. 1 Bellevue Washington 98005 425.644.1446 - Fax 644.1921 office Cal gms arch. com Architecture ODesign O Planning Members of the American Institute of Architects TWA Date: 04-0 1-08 Drawn: z Job 1 . 0803 Revisions. 1\ 01/08/09 /2 \01/30/0r E C D ••• 1 • . • o; • - er • I% • " 4 • , •/ DE Li..)AL NA-ro,e2.A 7 Acr-,:;„z: Celt cir- cell-i5as/ _ i1 ,A. _ g,2: KI.2. 4.1g sJc.1 , Go A At P/r2 J ' A..../o1-1 A AO 6.1/F. t.), 1••2 .-/ GRA Pa kg" / C.44JF, w40 Z4" WF1 7,(7 A / 5 A c_A, E ,,276;• - h . 1,y ti r E. /2- _ C_A - ; • ye • M-41 - 1 - • - TA t • r A rr .) ;5" c_t / Ic;, Vy." 1.,777 7 I V/ 1.12,44J f-f 04v 13 PA V/0 ''- / Le 1-/) ral/ I-!4 1 - '4/ IP 441 F /c/a ..d9 t• iA JAF 1 AZ, If i.t/ A .. 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Vi 9,0-e,1-4)6 dos . ! 7 vic,54 °,(77 .. 7 .0 c / ' (• -..,,. -_, 7 (101 1;!/:.1 Pc-V R .-1 c67 3 -----1 - P ef 07;2 CI TS Lia...i T / / 54 .---------..,. ' : - 4 ''a va ‘,.. 4 4 6 ',C il l'' • 1 17-0(721e-4 N sriku-A71 °i 01 C-L-P7 $ • ,7 C s ON 1)01 ,srif sEiet ic 0 LiNEs 14 7.. - '0c.2 Z.: • /T; t.t.if.: - 7 /ct'--)L- 3" IA 30 ../ i i\/.7 - These p ans have been reviewed by the P W orks Department for .conformance with urrcnt City standards. Acceptance is subject t errors and oink - h do not authorize violitAns of eci Ssigner. Additions, deletions or revision to these adopted standar s or .• ances. The responsibility of ,r the . adequat-7 of the delaign rests totallyvith the drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. - 11 ) 1./iii\i67- r7 Final acceptance is subject to field inspecthn by the Publie'Works 'utilities inspector. Date: BY: 1 1 zi te. JOS - 806 con, A..4S - 24-30" cc -3 . ZizY T L• \.• f "AL.'S 1 4 94 " ,) ( .."4" • . • • F(10/4 0-Yz"C41.. IN A.I.1 pt-1 :;1-1•.,i Libill.i' topi:IICT 7 fit A Y' rai.) / l•ahi Cig.,1g1 kisr 1 zi • .J ) BUILDERS COPY .NO. • 1" THIS" OF AfT;30 yr:'D ['LANG • cet40".0,//c,.. rift LIST 'b!: ON '11-;7:: ,r:T ALL 41' •=17.1CINI L.; u r s AT:TiT R - IN,A . . I N S C.1 1\.,r 1 . B.UP•DING . 1\r! ( • ..• ....' • •-'• Tis: B,1,„F)11\, 111 : - ;• 1":"3 I "C .) if 10, .. C)C(1:1_,I Pi itt VD /PI tlr'r'65PC117filrA P-6145E1') 89 • .40 7:e.• • ) RAY ryl 0 ri D A4 B17,/\ N AmEritc,14.96 OF LANDF..A.PE :Aft CI LANDSCAPir; NICRITECT • SITE to, 4 1/4. • . 1 • _ . • - • • - - • • NTS • ,•-- • , •-• j POOJECT SITE tit .. .• ! ; • ''' ! ! .. • 4 '. ;: ; ! 1- ' ' --- '' - -, - .,./1 • i • x , , I ,... , . 1 1 . „I ft ..1 ,t -.1 :- . 4 ? 1 „ • i 'tp i • ,p \ '' ''7 ,,rf t i,?: t. 41 ) ? '�-e ;4:If \ , 1 ' 6 ;, , • " -- • 7+, • • r • . ; „AI • . •• .• , t. . • • •,, • • • • • • '^ • v i" • • • . .4 r A • • !I • 75 '• • 7• , , . 4;41 • • 9 - ••• • I 1 • • hs • FILE COPY Prm , i • - •■ - • • "-% " f 4 yen AAA, • ..a.7 1c. - , .. • ' . • Cp 77 ' • ) - e -TE-414-1e. 1 - • . ,/ • , / :.\; i „ ••• ; ‘• • A f 1 •r^ • •i• .1; ! . •.,. , ' • J t - • • "•• • • ORR ' r 11 1 ••••••••• RECEIVED JUL 1/42 RMI 9 • tt , 7 NO. PER DATE DESCRIPTION RECEIVED CITY OF TUKWILA MAY 2'3 2008 Iltill I . e , ^ GP 2--i}J • -' 4 1 1 , 5 PROJECT STATISTICS OITE AMA: Qccur ANcY TYF1 : 3I-1 X arc= Ai , : ROOM LIBRARY EXERCISE 1 LQCATION: TOTAL OCCUPANCY CODE INFORMATION ZONING: OCCUPANCY: SEISMIC ZONE: WIND DESIGN EXPOSURE: SOIL BEARING CAPACITY: CONSTRUCTION TYPE: BUILDING CODE: FIRE CODE: MECH. CODE: ELEC. CODE: 10 5a51 s 152nd, TUKWILA, WASHINGTON 118,024 S.P. / 2.11 ACRES HDR CLUBHOUSE (ASSEMBLY A -3) 131 S.F. OCCUPANCY LOADING FOR CLUB HOUSE IBC 2006 TABLE 1004.1.1 HDR A -3 N.A. N.A. N.A. TYPE V -B I.B.C. 2006 ED. I.F.C. 2005 ED. I.M.C. 2006 ED. N.E.C. 2006 ED. AREA 440 SF 169 SF OCCUPANCY ALLOWANCE 50 GROSS 50 GROSS OCCUPANCY LOAD 9 4 13 '211 1011: TUKWILA GENERAL NOTES ALL WORK SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE (2006 ED.) AND WITH ALL LOCAL CODES AND ORDINANCES ALL ELECTRICAL WORK SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE (2005 ED.) AS AMENDED BY THE LOCAL MUNICIPALITY. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. IF WORK 15 STARTED PRIOR TO NOTIFICATION, THE GENERAL AND SUBCONTRACTOR PROCEED AT THEIR OWN RISK. UNLESS OTHERWISE NOTED, PLAN DIMENSIONS ARE TO NOMINAL SURFACE OF MASONRY, FACE OF STUDS, FACE OF CONCRETE WALLS, CENTERLINES OR COLUMN GRIDS. CONSULT WITH ARCHITECT REGARDING ANY SUSPECTED ERRORS, OMISSIONS, OR CHANGES ON PLANS BEFORE PROCEEDING WITH WORK. VERIFY ALL GRADES AND THEIR RELATIONSHIP TO BUILDING. VERIFY ALL ROUGH -IN DIMENSIONS FOR WINDOWS, DOORS, PLUMBING, FIXTURES AND APPLIANCES PRIOR TO COMMITMENT OF WORK. NOTIFY BUILDER OF ANY DISCREPANCIES OR DIMENSIONAL TOLERANCES REQUIRED. VERIFY SIZE AND LOCATION AS WELL AS PROVIDE ALL OPENINGS THROUGH FLOORS AND WALLS, FURRING, CURBS, ANCHORS, INSERTS, MACHINE BASES AND ROUGH BUCKS /BACKING FOR SURFACE MOUNTED ITEMS. PROVIDE FURRING AS REQUIRED TO CONCEAL MECHANICAL AND/ OR ELECTRICAL HARDWARE IN FINISHED AREAS. REPETITIVE FEATURES ARE OFTEN DRAWN ONLY ONCE AND SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. DOORS NOT DIMENSIONALLY LOCATED SHALL BE 3" FROM STUD FACE TO EDGE OF DOOR OPENING OR CENTERED BETWEEN WALLS AS SHOWN. "FLOOR LINE" REFERS TO TOP OF CONCRETE SLAB OR TOP OF WOOD FLOOR, ALL EXTERIOR FRAME WALLS ARE 2x6 @ 16" O.C. AND ALL INTERIOR PARTITIONS ARE 2x4 0 16" D.C. UNLESS OTHERWISE NOTED. VEN 1 ALL BATHROOM FANS TO OUTSIDE ATMOSPHERE PER (2006 IBC 1203). REFER TO STRUCTURAL, CIVIL, MECHANICAL AND ELECTRICAL DRAWINGS FOR OR ADDITIONAL NOTES, SCHEDULES AND SYMBOLS. ELECTRIC WATER HEATER SHALL COMPLY WITH UL 174 OR UL 1453 (2006 I.M.C. 1002) PROVIDE ANCHORING AND BRACING @ WATER HEATER TO RESIST EARTHQUAKE MOTIONS. (2006 I.P.C. 502.4) SMOKE DETECTORS: (2006 I.B.C. 907.2.1) PER CITY OF MOUNT VERNON ORDINANCES PROVIDE PORTABLE FIRE EXTINGUISHERS AS REQUIRED BY 2006 I.F.C. STANDARD SECTION 906, VERIFY WITH LOCAL JURISDICTION AND INSPECTOR. ALL WORK SUBJECT TO FIELD INSPECTION AND CORRECTIONS. PLUMBING INSTALLATIONS TO BE INSPECTED BY COMPLIANCE OFFICER PRIOR TO COVERING WORK. MECHANICAL, PLUMBING & ELECTRICAL TO BE "BIDDER DESIGN" AT SEPARATE PERMIT SITE SERVICES WATER DISTRICT: SEWER DISTRICT: ELECTREAL POWER: NATURALGAS: TELEPHONE: KING CO. WATER DIST. #125 (206) 242 -9547 VAL VUE SEWER DISTRICT (206) 242-3236 PUGET SOUND ENERGY (888) 225 -5773 PUGET SOUND ENERGY (888) 225 -5773 QWEST (800) 244 -1111 PROJECT TEAM OWNER /DEVELOPER: SUHRCO RESIDENTIAL PROPERTIES L.L.C. 2010 -156 TH AVE NE, SUITE 100 BELLEVUE, WA 98007 CONTACT: ROBERT KELLUM TELEPHONE: (425) 455 -0900 FAX: (425) 462 -1943 EMAIL: ROBK©SUHRCO.COM ARCHITECT: Gtv1S ARCHITECTURAL GROUP 1804 - 136TH PLACE N.E., STE. #1 BELLEVUE, WA 98005 CONTACT: RICK GULSTROM, A.I.A. TELEPHONE: (425) 644 -1446 FAX: (425) 644 -1921 EMAIL: OFFICECGMSARCH.COM STRUCTURAL ENGINEER: TSE ENGINEERING 12930 N.E. 178TH STREET, WOODINVILLE, WA 98072 -5708 CONTACT: KEITH RYAN TELEPHONE: (425) 481 -6601 FAX: (425) 481 -6371 EMAIL: KEITH @TSE- AEP.COM BUILDING ENVELOPE CRITERIIUM -PIOLI ENGINEERS 10011 MAIN 5T. BOTHEL, WA 98011 CUN TACT: JEFF SAMDAL TELEPHONE: (425) 486 -4000 FAX: (425) 486 -4007 EMAIL: SCHOOL DISTRICT: FIRE DISTRICT: POL!. L TRASH COLLECTION: CABLE: 24 HOUR PERMIT LINE (206) 431 -2451 -" .'. -.. , TUKWILA SCHOOL DISTRICT # 406 (360) 428 -6151 CITY OF TUKWILA (206) 575 -4404 CITY OF TUKWILA (206) 433 -1808 SEA TAC DISPOSAL (206) 682 -9735 COMCAST (877) 82492288 MATERIALS LEGAL DESCRIPTION VIC/NITY MAP ,Y•c�: th 451 s 14th St � F1 a PROVIDE APPROVED NUMBER OR ADDRESS POSITIONED TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. THE JOB SUPERINTENDENT SHALL MAINTAIN AT THE JOB SHACK A LIST OF THE CERTIFIED WELDERS PERFORMING WORK ON THE JOB SITE. INCLUDED ON THE LIST WILL BE NAMES, DATE OF EXPIRATION OF CERTIFICATIONS AND THE TYPE OF WELDING THE INDIVIDUAL 15 QUALIFIED TO PERFORM. NO BUILDING OR PORTION OF A BUILDING SHALL BE OCCUPIED OR USED FOR STORAGE PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. "NO EXCEPTIONS." APPROVAL FOR OCCUPANCY 15 ONLY GRANTED AFTER ACCEPTANCE BY PUBLIC WORKS, PLANNING, FIRE MARSHAL AND BUILDING OFFICIAL. SEPARATE PERMITS ARE REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, SIGNS, FENCES, UNDERGROUND OR ABOVE GROUND STORAGE TANKS, AND DEMOLITIONS. SEWER CAPPING PERMIT TANKS, AND REQUIRED PRIOR TO DEMOLITION PERMIT. THE JOB SUPERINTENDENT SHALL MAINTAIN AT THE JOB SHACK A LIST OF THE SPECIAL INSPECTORS CONDUCTING INSPECTIONS ON THE PROJECT. THE LIST SHALL INDICATE THE NAIv1E OF THE INSPECTOR, DATES AND TI1v1ES PRESENT ON THE JOB SITE AND TYPES OF INSPECTIONS BEING CONDUCTED. ALL INSPECTIONS SHOULD BE REQUESTED THROUGH THE 24 HR. INSPECTION LINE AT THE CITY OF TUKWILA, (206) 431 -2451 CHANGES TO APPROVED PLANS SHALL FIRST BE APPROVED BY THE BUILDING OFFICIAL. COPIES OF SUCH APPROVALS SHALL BE ON THE JOB SITE PRIOR TO COMMENCEMENT OF WORK. CHANGES INCLUDE BUT NOT NECESSARILY LIMITED TO: PROPANE TANKS, ADDITIONAL OPENINGS IN WALLS, EXTERIOR BUILDING MATERIALS, FENCE LOCATIONS, RETAINING WALLS, ROCKERIES, LANDSCAPING, PARKING LOTS, ETC.. A MINIMUM OF TWO TO FIVE WORKING DAYS SHALL BE EXPECTED FROM APPLICATION TO ISSUANCE OF APPROVAL OF CHANGES. THE FINAL SIGNED REPORT FROM THE TESTING LAB SHALL BE RECEIVED BY THE BUILDING OFFICIAL PRIOR TO FINAL INSPECTION FOR OCCUPANCY. ALL CONSTRUCTION SHALL CONFORM TO THE 2006 INTERNATIONAL BUILDING CODES. CONTRACTORS TO REVIEW CITY OF TUKWILA CODES AND REGULATIONS REGARDING SIGNAGE, SPRINKLERS AND FIRE ALARM SYSTEMS A MINIMUM OF ONE LAYER OF NO. 15 ASPHALT FELT, COMPLYING WITH ASTM D 226 FOR TYPE 1 FELT, .SHALL BE ATTACHED TO THE SHEATHING, WITH FLASHING AS DESCRIBED IN SECTION 1405.3, IN SUCH A MANNER AS TO PROVIDE A CONTINUOUS WATER- RESISTIVE BARRIER BEHIND THE EXTERIOR WALL VENEER. (2006 I.B.C. 1404 & 1405) STRUCTURAL WOOD MEMBERS IN CONTACT WITH EARTH OR CONCRETE OR LOCATED NEARER THAN 8 INCHES TO THE EARTH SHALL BE OF PRESERVATIVE TREATED WOOD (2006 I.B.C. 2304.11.2.2) GYPSUM WALL BOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION 15 INSTALLED, GYPSUM WALL BOARD SHALL NOT BE INSTALLED ON WEATHER EXPOSED SURFACES WHEN APPLIED DIRECTLY ON FRAMING, ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS EXCEPT THOSE EDGES WHICH ARE PERPENDICULAR TO THE FRAMING. PARCEL Na 111200300 NE Y4 OF THE SW Y4 of SPC 23, TWP 23 N, RGE 4E, W.M KING COUNTY, WA PARCEL A LOT 2 OF BOUNDARY LINE ADJUSTMENT Na 06 AS RECORDED JUNE 3, 1SS ' UNDER RECORDING Na SO06030340, KING COUNTY, WA. Irte PEW CT , SITE • � I S 152nd PI 1 VUis(fieId•. Soui southcentet malt 151•t PI • s 1541h St •. 3 s 153rd St I f i Tuhvila l _ I 1 : Park1 " 1 tP ll, j ukvrj s P hvy v. Q GTON MOISTURE CONTROL W.S.ENERGY CO0E2006 - SECTION 1313 VAPOR RETARDERS SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION, EXCEPTION: VAPOR RETARDER INSTALLED WITH NOT MORE THAN 1/3 OF THE NOMINAL R-VALUE BETWEEN IT AND THE CONDITIONED SPACE. 2006 I.B.C. 1403.2 WEATHER PROTECTION. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER- RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING, AS DESCRIBED IN SECTION 1405.3. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER - RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER, AS DESCRIBED IN SECTION 1404.2 AND A MEANS FOR DRAINING WATER THAT ENTERS THE ASSEMBLY TO THE EXTERIOR. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH THE WA STATE ENERGY CODE. (2006 I.B.C. 1405.2) EXTERIOR WALLS SHALL PROVIDE WEATHER PROTECTION FOR THE BUILDING. THE MATERIALS OF THE MINIMUM NOMINAL THICKNESS SPECIFIED IN TABLE 1405.2 SHALL BE ACCEPTABLE AS APPROVED WEATHER COVERINGS. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATION. BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS FLOORS AND ROOFS; AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE SHALL BE CAULKED, GASKETED, OR WEATHER - STRIPPED TO LIMIT AIR LEAKAGE. HAZARDS THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS REQUIRING SAFETY GLAZING MATERIALS: (2006 I.B.C. 2406.3) HAZARDOUS LOCATIONS. 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES (SEE SECTION 2406.3.1). 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60 INCHES (1524 MM) ABOVE A STANDING SURFACE. 6. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING 15 WITHIN A 24 -INCH (610 MM) ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60 INCHES (1524 MM) ABOVE THE WALKING SURFACE. 7. GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS, REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE. 8. GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE; WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 9. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS 15 LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. f6 • E3akar Blvd COVE CC)1403.0e. WOW S OD8 ,c4 Oi V111 :I, 1- t • , \4 r r. tr f "7 e - - _ 1 T 4 ; ` Il i 1 " I I_ Lan9E SHEET INDEX ARCHITECTURAL 41.0 - COYER SHEET 42.0 - EXISTING SITE PLAN 43.0 - CLUBHOUSE PLANS 44.0 - CLUBHOUSE ELEVATIONS 45.0 - CLUBHOUSE SECTIONS 46.0 - DETAILS RE I/I SIONS FIRE SAFETY 2006 I.B.C. 907.2.12.1 SMOKE DETECTORS SHALL BE PROVIDED IN ACCORDANCE WITH THIS SECTION. SMOKE DETECTORS SHALL BE CONNECTED TO AN AUTOMATIC FIRE ALARM SYSTEM. THE ACTIVATION OF ANY DETECTOR REQUIRED BY THIS SECTION SHALL OPERATE THE EMERGENCY VOICE/ ALARM COMMUNICATION SYSTEM. 2006 I.B.C. SECTION 712 PIPING AND CONDUIT INSTALLED WITHIN FIRE RESISTANT WALLS, FLOORS AND CEILINGS ARE TO BE SEALED AT ALL FLOOR AND WALL PENETRATIONS AGAINST THE PASSAGE OF FIRE PER 2006 I.B.C. SECT. 717.4.3 GROUP A - DRAFT STOPPING IN ATTIC: SHALL BE INSTALLED IN ATTICS AND CONCELED ROOF SPACES, SUCH THAT ANY HORIZONTAL AREA DOES NOT EXCEED 3,000 55. EXCEPTION: DRAFTSTOPPING IS NOT REQUIRED IN BUILDINGS EQUIPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 FIRE EXTINGUISHERS SHALL BE SELECTED, INSTALLED AND MAINTAINED IN ACCORDANCE WITH (2003 I.F.C. SECTION 906) AND NFPA 10. FIRE EXTINGUISHERS INSTALLED THROUGHOUT THE BUILDING TO BE CLASS 2 -A RATED. (2003 I.F.C. TABLE 906.3(1)) ONE EXTINGUISHER SHALL BE PROVIDED FOR EACH 3,000 S.F. OF FLOOR AREA AND SHALL BE LOCATED SD THAT THE MAXIMUM TRAVEL DISTANCE SHALL NOT EXCEED 75'. EXIT SIGNAGE AND ILLUMINATION: 2006 I.B.C. SECTION 1011.1 EXIT SIGNS SHALL BE INSTALLED AT REQUIRED EXIT DOORWAYS AND WHERE OTHERWISE NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS. SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED BY TWO ELECTRIC LAMPS OR SHALL BE OF AN APPROVED SELF- LUMINOUS TYPE. THE BUILDING'S WIRING SYSTEM SHALL PROVIDE CURRENT SUPPLY TO ONE OF THE LAMPS. POWER TO THE OTHER LAMP SHALL BE FROM A BATTERY BACKUP SOURCE OR FROM AN ON -SITE EMERGENCY SYSTEM. PROVIDE TACTILE EXIT SIGNS AT ALL EXIT DISCHARGE DOORS COMPLYING WITH ICC A117.1(2006 I.B.C. SECTION 1011.3) WATER. INTRUSION WI.1 - WINDOW WR4P ,DETAILS W1.2 - WINDOW AND DECK FLASHING IETAILS W1.3 - D001 PATIO AND MISC. FLASHING DETAILS W1.4 - THROUGH PENETRATIONS DETIALS RE VISIONS 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. FILE COPY Permit tio.,1?0,8" Plar review approval Is subjed to errors and omissions. Approval of construction documents does not authoriz w the violation of any adopted code or ordinary. Receipt o+ approv - .. = d Copy and - • .. t, = is acknoudedgad: By Date:, City of Tukwila BUILDING DIVISION SEPARATE PERMIT REQUIRED FOR: ErMechanical LWElectric al VPiumbing EVGas Piping City of Tukwila L BUILDt G DIVISION 0 0 0 NJ CD 0 d 0_ CO 0 0 C‘1 a cr 0 0 Crj ,n w w w f,1 w cn 0 m 0 0 0 z ti w w 0 CO - J 0 1804 136th Place NE Ste. 1 Bellevue 1Yashington 98005 425.644.1446 -- Fax 644.1921 office @gmsarch.com Architecture •Design Planning Members of the American Institute of Architects AT GMS 2008 REGISTERED TECT INGTON LJ 0 0 E ,,,7S: it -. .yrYfE.rtk .�' -r :1'..siiii�` ? ^':a.�..,.F.�! if�,��1Y'^r� i 4 n�.i ?...F %i -"F'•. - �ar�a�r�f•�.,� ,.v±r1s, ;x: �'wr.�� F. r•,:ar. � .�_ P'xir.aiE.1 r•.'..i:l s_�T Y.�. -i -a. '.d...0 .+..!sl :..aa.e cl..n. ■ 34CKGROUND FOR THIS SITE FLAN PROVIDED E3 5U -1 CO PROPERTIES. EF TIES. CIMS 4ffCHITECTS NOT f ESPON3IELE FOR ACCUR4C OF THE CONTENT OF THE 134CKCI OUND I K *jai r~ EXISTIN �UILI�ft r C27NcT WALL NORTH H;STING SITE ALAN NTS A- LL (SEEP DINS E' M, 4...c a,. o BUI DING 'A (LU tvy 1 � r ' �` r•._ eir +"tea.. �r•x ���rnn AP .40 � , JF�'' 3,5r � EI r' sr. RacK • r � rr ,.` r t ti+l W( t HpY f1 - leg-72 y IA- G f L � ��d /Ti: 4LOr! c -27y lUJr+� fl day up /ytlJA 6s67 RII�pV1EW E FO CODE COMPLIA APPROVED JUL 2 8 2008 10 10 7 • - 0. oo N oo O 0 N a) z 0 w z 0, x W ri w w 0 m J O 0 w 1- H w z w 0 z CO J 0 1804 136th Place NE Ste. 1 Bellevue Washington 98005 425.644.1446 — Fax 644.1921 office @gmsarch.com Architecture •. Members of the American Institute of Architects w C D E ELECTR /CAL SYMBOLS NEW DOUBLE RECEPTACLE (110/120V) (WP = WATERPROOF) TELEPHONE JACK DUTLET GPI NEW DOUBLE RECEPTACLE WITH GROUND FAULT INTERRUPTER GABLE TELEVISION OUTLET NEW 220/240 VOLT RECEPTACLE SMOKE DETECTOR, 110 VOLT INTERCONNECTED W/ BATTERY BACK -UP NOTE: WHERE CEILING - (EIGHT OF ROOM OPEN TOF- IALLWAY SERVING BEDROOMS EXCEEDS THAT OF THE HALLWAY BY 24" OR MORE, SMOKE DETECTORS SHALL BE IN5TALT.D N BOTH THE ADJACENT ROOM AND THE 0 5D P � r NEW FAN -VENT TO ATMOSPHERE 0 NEW CEILING RECESSED FLUORESCENT P NEW CEILING SURFACE MOUNTED INCANDESCENT (PC = PULL CHAIN P= PENDANT) OT THERMOSTAT IO NEW WALL SURFACE MOUNTED INCANDESCENT $ STANDARD TWO-WAY SWITCH FOR LIGHT OR OUTLET EXISTING CEILING SURFACE MOUNTED INCANDESCENT ® NEAT LAMP , % EXISTING DOUBLE RECEPTACLE EXISTING HEAT LAMP TO BE REMOVED GARBAGE DISPOSAL EXISTING HEAT LAMP TO BE REMOVED 10 10 1 +4 N N V.T.A. J GF1 +42 I 3 r - - 1 " NORTH NEW ELEC. HEATER NEW RECESSED HEATERS W/ FAN (REMOVE EXISTING) 5D - : .1 Li ` VERIF x 10 " =.1.�I EXIST. LIGHTS TO BE REPLACED WITH NEW RECESSED FLUOR._ CANS (2 PLACES) ' • 7 // / /! /. % / /// / /!!!!!'111"i7 . J a \/ EXIST. TO BE I 1 REMOVED I NE TRACK HT EXIST'G ELECTRIC TO BE RE EXIST. ELECT. PANEL REMAIN 3 OVED\ LOCATION OF EXISTING EXTERIOR FIXTURES TO REMAIN, REPLACE W/NEW FIXTURES VERIFY THE HEIGHT EXIST. LIGHTS TO BE REPLACED WITH NEW SURFACE MOUNTED INCANDESCENT FIXTURES EXIST. '•, ALARM SYSTEM TO REMAIN EXIST. TO REMAIN i. .- MaaciDaM CLUBHOUSE ELECTRICAL PLAN SCALE: 1i4" = l' -0" i EXIST. HWT TO REMAIN / TO COMMON AREA LIGHTING W/ PHOTO CELL EXIST. LIGHTS TO BE REPLACED WITH NEW RECESSED FLUOR. CANS (TYP. 6 PLACES) •om REPLACE EXISTt FAN WITH NEW FAN 4 TIMER NEW COMPOSITE SHINGLE ROOF MATCH EXISTCs EXIST'G ROOF PENETRATION VERIFY CONDITION OF OPENING ROOF, MAKE WATERTIGHT NEW D5 REPLACE EXIST* De IF OPEN UNDER SINK HOT WATER 4 DRAIN PIPE TO BE PROTECTED 30"MIN. WIDTH 30 MAX. HT WORK AREA VENT FANS TO ROOF X cal co NOTE: - CONTRACTOR TO REPLACE ALL WINDOWS W/NEW DBL GLAZE (VINYL) - CONTRACTOR TO PATCH ALL GYP. BD MAKE READY FOR PAINT NEW D5 REPLACE EXIST D5 e s CLUBHOUSE ROOF PLAT\ NORTH SCALE: 1!4 " =1'_0" 1 i 0 1 ``1 `. �. rfii ; ri+i�lii°�Trn 1 e. 1 8 "X -3" TILE ....- .. _I 1r -6" TF' 6:12 S r -6 rr EXIST WALL TO REMAIN NEW. OBSCURE 4 2 F > < 4m 4- SL NEW NEW D5 REPLACE EXIST DS 13 -6" 3 T �(1 > < c T > < G 1'- 8 "XT -3" 1 N l IT H. N _r TILE >� 4'- r, 10" 41-6" CONTRACTOR TO VERIFY IF THICKENED SLAB WAS POURED W /ORIGINAL 5LAB. CONTACT ARCHITECT IF ITS NOT P:E5ENT EXISTING 2 0 TO BE REMOVED REPLACE W/ NEW 2 4 13 -9" NEW 1 1 2X4 WALL N 1 I 1 I.. -I 1 N 0 SD 4 NEW 4 r 2 ' / L CONTRACTOR TO P.EMOVE EXIST'G CONCRETE PROVIDE NEW CONCRETE W/ SCORED A5 SHOWN 32'1X32" NORTH RIDGE Ds DS r 1 -v. 4 r. % i / / A111 iiiiiiliilliii !//! / / / /1 / / / / /// •! /J! / /O / /J /J /!1 / /% GABLE - ' 39 (EXISTING) EXIST'G 2 - 5L REPLACE €XIST"G 1/2 ROUND ABOVE WITH NEW EXI5TCs VAULTS \ I- CEILING ABOVE NEW 6:12 6:12 111 t7 w GABLE (2) 2x4 5tuDs 16 -0 411,7.mr: ARPET ARPET EXIST'G N AT PANEL REMOVE NEW 2 4 FX EXISTCn ATTIC ACCESS (VERIFY) REMOVE EXIST G WALL5 NEW BM 111 x 12 DFL 4 '2 or 3 Ye, x19 GLULAM f 'ER STf UCT. X74 12) 2 6 STUDS EXISTYa 1 HEAT P> HIEL REMOVE S r -0 " - -EPLAC RCUND TO EXISTING WINDOWS TO BE REMOVED, ADD WALL TO MATCH 7 EXISTn 3 -0 6 -8 ORS NEW PP. 6:12 EXISTY� m S SL 6:12 NEW ENTRY T1 E 15'- 6 `r W ' 1 - d EXISTG 2 -6 5 -0 SI_ NEW 2 - 4 - S r -0 " NEW COMPOSITE SHINGLE ROOF MATCH EXI5T'G RIDGE 4 10'-0" NEW PR 1(' -3" �.m CLUBHOUSE FLOOR PLAN SCALE: I/4" = 1' -0" 6: 12 z o 1 uJ Z EXISTING 1 WALL TO R MAIN I EXIE ACC TG ATTIC( E55 (VERIFY) rr 1 1 � 1 I " 1 REMOVE XISTG ,, 1 1 WALL 1 II I _ _G IP>=T •14 11 EXISTn /7 1 I ll I I ` SL l■ Il■ D5 NEW pS REPLACE EXIST DS 7 --NEW ALUM. GUTTER NEW D5 REPLACE EXIST D5 5/P DS NEW CLOSET - 6- B 6 NEW WINDOW TO MATCH EXI5Tt ttv1EWED FOR CODE COMPLIANCE AP ROVED JUL 2 8 200E EXIS FIRE CONTROL PANELS City Of Tukwila BUILDING .DIVISION EXISTING 6 5L. GL DOOR TO BE REMOVED. REP LACE W/ NEW 6 4 0 sL NEW STONE VENEER' BASE (TYP. ) bo8 za y REMOVE EXISTn FAN 1 0 EXISTING ROOF PENETRATION EXISTING DOWNSPOUT (DS) NEW DOWNSPOUT (D5) NEW ADDITIONAL PROOF REPLACE EXIST 1-1W-1 EXISTING DOORS TO BE REMOVED, ADD WALL TO MATCH EXISTG STUDS 2X4, TO BE FURRED -IN W/ 2X2 PROVIDE R -21 BATT INSULATION REMOVE EXI5Trs SPA 4 EQUIPMENT. FILL IN HOLE W/ CONCRETE REPLACE EXIST FAN WITH NEW FAN 4 TIMER NEW WALL 4 COLUMN EXISTING WALL RECEIVED CITY OF TUKWILA MAY 2 3 Z008 PERMIT CENTER 0 d 1804 136th Place NE Ste. 1 Bellevue Washington 98005 425.644.1446 - Fax 644.1921 office@gmsarch.com gmsarch.com Architecture +Design 4 Planning Members of the American Institute of Architects coo c.Sh O) 0 N C D __ - _ - - 1,, ; l I li HI ' is i i' ,: , I t ai: .i ?1 Iii I ,i i�: i:: liil j; i it =i + ; 1 i 1 I. ;'IIf'. !i.. 10 10 T.O.P. EXISTING DOOp. TO BE REMOVED, ADD WALL TO MATCH EXIST 12 12 EXISTING WINDOWS TO BE REMOVED, ADD WALL TO MATCH EXIST* PROVIDE POSITIVE CONNECTION AT JOINTS (TYP.) NEW STONE VENEER NEW COLUMN CLUBHOUSE REAR ELr;VATI0N SCALE: 1/4" = 1' 0" 12 NEW DOWNSPOUT TYP. NEW COMP- SHINGLE ROOFING CLUBHOUSE FRONT ELEVATIOn NEW COMP. SHINGLE ROOFING EXI5T* FASCIA /GUTTER NEW GUTTER NEW 2X6 WD TRIM NEW 2X4 WD TRIM NEW 2X 6 WD. TRIM NEW SIDING TYP. EXIST 'G GRADE, TYPICAL EXIST'' FOOTING, TYPICAL NEW 2X6 WD TRIM EXIST* FASCIA /GUTTER NEW 2X4 WD TRIM NEW 2X6 WD. TRIM NEW SIDING TYP. NEW STONE VENEER EXI5T'G GRADE, TYPICAL EXIST'G FDTN (TYP.) NEW COLUMN NEW STONE VENEER NEW COMP. SHINGLE ROOFING CLUBHOUSE SIDE ELEVATION SCALE: 1/4" = 1' -O" NEW ) EXIST* NEW SIDING EXIST* FOOTING, TYPICAL TYP. SCALE: 1/4" = 1' -O" NEW W EX15T'G FAN TO BE REMOVED REPLACE EXIST* FAN WITH NEW FAN 4 TIMER NEW COMP. SHINGLE ROOFING NG10�Y�/ n EXIST* Ytu NEW CLUBHOUSE SIDE ELEVATION NEW STONE VENEER NEW SIDING RttiEWED FOR CODE COMPLIANCE PPR V! JUL 2 8 2008 C�tY Of Tukwal I N BUILDING PMS i __®_- NEW 2X6 WD. TRIM bO8 23q STONE VENEER INSTALL PER MANUF. SPECS., VERIFY COLOR AND PATTERN W/ BUILDER.- .., ><15-r* FDTN (TYP.) RECEIVED CITY OF TUKWILA MAY 2 3 Z008 PERMIT CENTER m 0 J d a_ 0 CO 0 0 N 0 1804 136th Place NE Ste. 1 Bellevue Washington 98005 425.644.1446 — Fax 644.1921 office@gmsarch.com Architecture + Design + Planning Members of the American Institute of Architects © GMS 2008 REGISTERED TECT ---1 I z Q d) th 1;1! 00 uo O g_ j) E ELEVATIONS CLUBHOUSE 1;f�.1 n.� �'• +. °"P'tJ �. "�.�i �4 'Y!'y' %/� 4'hv�, t. ..c....� ✓r....�.' - r.�M:'?i':'a'pi {y,:i - .:.^.^t , ++..x r..!....•.F wF��.. us.�..•v- 4 t..'xr�ta'LLM.. . +... ..f i.. ... .�.f 1. =.tr l�,r„ri7iX c:54�— ..ai.. i..5'.lm'9 rr.i? �'VrJYFri�i::',te,i t7S.[I -t+ ..c. " } -t ..J:: �., n � .. inra ..•,Y :x�n "'�kun �_vx. �.1. Y.k tY.eA..,e t.s 2'-0" EXIST. ' TOP OF SLAB VENEER NEW x EXIST* EXISTU FOOTING, TYPICAL NEW COMP. SHINGLE ROOFING NEW YY "GYP. PD. (PAINTED) 1 -IDIR, CLUBHOUSE SECTION -2 SCALE: 1/4" = 1' -0" NEW CLOSET EXIST t ROOF STRUCTURE EXIST Y TRUSSES NEW LIPi.ARY EXISTLrx ATTIC /INSULATION _EXIST G FOOTING, TYPICAL pp OVE JUL 2 8 2008 CITY RECEIVED MAY 2 3 2008 PERMIT CENTER GMS 2008 REGISTERED HITECT 10 9 8 E 5 10 7 CN N N 00 O O N 1804 136th Place NE Ste. 1 Bellevue Washington 98005 425.644.1446 — Fax 644.1921 office c gmsarch.com Architecture +Design +Planning Members of the American Institute of Architects C E .�4x.. may.. , �i, r^.» �C; a'...•d•m�. {;hT= ✓.;n'wa:ed'.'Y. ..•EM`•XSI��`!'. ....;k`ae .a:ar, t. rt.,:w.. 'h.. '.':.n J'tr?a:.. .te e. a.r.•' r�ti. �'�u....,o WEa a.X: �1':if,•`:'N'.•k -ir.:f "+1= .,*�`. u.. x.... .'i�.e�i. 'i '_l'....m•.. 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SHEATHING °LOIN DErA /L 2x8 TRIM 6x6 POST W/ ACE P0S1 GAP (TYP.) 1/2" HARDIE PANEL CAULK ALL JOINTS CORNER TRIM CORNER TRIM ABOVE 3/4- VIEN SEC770N S--B SSEC77ON A—A FACE TO FACE OF FRMG 2' -0" 36" MIN. 2X12 RAFTER I- IUC412 (2 LOCATIONS) (2) 2 "0 I- 1OLES W/ INSECT SCREEN 2X P.T. BLOCK'G AS NECESSARY INSECT SCREEN P.T. 2x4 PLATE W /lie "d' A.S. e EA. CORNER MIN (2) A.B. / PLATE POST BASE PER STRICT. P.T. 2x4 PLATE W/1/2 "4 e EA. CORNER MIN (2) A.B. / PLATE POST BASE PER STRUCT. MIN. REINFORCED AREA (REAR TOILET WALL REINFORCEMENT ALWAYS INSTALLED TO ASSUME 36" BAR) ADDITIONAL 2" MIN. EACH SIDE AND BOTTOM RECOMMENDED TOILET PAPER DISPENSER 6 X 6 POST POST CAP (TYP.) 4X12 SEAM 1 1/2" 1/2" MIN. STONE VENEER PER ELEVATION) MORTAR SETTING BED 0/WEATHER BARRIER MTL. FLASHING 2X P.T. BLOCK'G 2x6 CEDAR W/ TAPER CUT 2x6 CEDAR TRIM 3" MIN. STONE VENEER DETA /h 2" MIN, 24" MIN, f / 60" MIN. 1 - FLASI -LING SHIM 2x8 TRIM (2) 2x4 PT MTL. FLASHING 2x6 CEDAR W/ TAPER CUT 2x6 CEDAR TRIM 2x4 P.T. FRAMING STONE VENEER (PER ELEVATION) 0/ MORTAR SETTING BED 0/WEATHER BARRIER (OPTION- SIDING PER ELEV) 6x6 P.T. POST NEW CONC. FOOT'G MIN. 24" X 24" X8" W/ (2) e4 EA. WAY PB66 OR ABU66 EXISTING WALL EXISTING FOUNDATI EXISTING FLOOR MAY 2 3 2008 ALUMINUM GUTTEF PER ROOF PLAN 2x FASCIA BOAR! MATCH EXISTING SIZE OF CLEARANCE FOR WATER CLOSET EGISTERED CHITECT 10 10 un2 4 1804 136th Place NE Ste. 1 Bellevue Washington 98005 425.644.1446 — Fax 644.1921 office gmsarch.com © GMS 2008 Architecture +Design + Planning Members of the American Institute of Architects C G 10 4 . - .. ,»a • x.� .�..; ..... .s:...,.,r .r>., .., �a,. „�.x..r,F.rc_ r:...:..a.ta} «. ,.. ,a.rr w�h_:. .., ... ,,.0 �� .. ,an',r.a r., ,.... .r r.. �,,: -i.' . .;•h 'w' �. _ , s f , � r .....'.'G ... N .SL.Sr a v ..._..,r..n } T . a rT!'ifb ._ xr ., .� r.. 4 '�'E: R. i az' -,N. '.. n......a....,,n ...r.,. F.�e:dl'e r.. _. , rJi+i ...... �. -i.x ... e i. .'�:. .. n.. r,+,r.ca.. ti l.',.r.i l_SrI •i..n..�, s...,, w...u�, ... r . .] i e ,.. t _...,, 1. 1 tv. ,.... �1 '..� .w. .:.. i�a ..... 1.:. M,.N ,r•:J.w..�a. f.. INSTALL WEATHER BARRIER AT HEAD LAP WEATHER BARRIER 4" MINIMUM OVER. HEAD FLASHING AND W.R.B. AT JAMBS LAP ALL WATHER RESISTIVE BARRIER PER MANUFACTURER'S SPECIFICATIONS 1. INSTALL PRE- FINISHED 26 GA_ GALV. MTL HEAD FLASHING SEE ADDITIONAL DETAILS FOR HEAD FLASHING CONFIGURATION 2. BED FLASHING IN SEALANT TO WINDOW HEAD TUCK METAL WINDOW FLASHING UNDER THE EXTERIOR WEATHER BARRIER 26 GA. PRE - FINISHED GALV. METAL HEAD FLASHING. OR EQUIV. SLOPE Yd MIN. TO DRAIN FOLDED, UNBROKEN END DAM 4 M"NDOW WRAP STEP 77 Nor TO SCALE 1 HINDOW WRAP STEP 70 NOS" TO SCALE" /ND OW /HEAD PL I5/1 /NG SCALE: NTS VERIFY DIMENSIONS BEFORE FABRICATION. VERIFY THAT DRIP EDGE DOES NOT INTERFERE WITH WINDOW AND FRESH AIR VENT OPERATION. INSTALL WEATHER RESISTIVE BARRIER TO LAP UNDER WINDOW FLASHING MEMBRANE W /NDOW . WRAP STEP 9 Nor To SCALE LAP ALL WATHER RESISTIVE BARRIER PER MANUFACTURER'S SPECIFICATIONS 1. INSTALL WEATHER RESISTIVE BARRIER TUCK UNDER PENETRATION FLASHING 6 IN MIN AT SILL 51-IINGLE W.R.B. WORKING FROM BOTTOM TO TOP. BEGIN AT BOTTOM OF PENETRATION FLASHING AT SILL AND EXTEND ABOVE PENETRATION FLASHING AT JAMB AT INTERIOR JAMB AND HEAD AIR SEAL FULL PERIMETER OF WINDOW AT INTERFACE OF FLASHING, WINDOW INNER FRAME AND FRAMING. Nor ro scALF WiNDOW WRAP STEP 8 Nor ro ScAL E l /NDOW WRAP STEP 7 2. PLACE 9 INCH ADHESIVE SEAL AT WINDOW HEAD_ POSITION OVER FLANGE AND EXTEND JUST PAST JAMS FLASHING ON EACH SIDE OF WINDOW. PULL TIGHT AND TOUCH ADHESIVE DOWN ON OPPOSITE SIDE OF WINDOW_ COMPRESS ADHESIVE LIGHTLY FULL LENGTH AND THEN FULLY COMPRESS WITH BLUNT TOOL (BACK OF UTITLITY K.NIFE). 1. PLACE 3" NON - ASPHALTIC TAPE OVER BOTH JAMB FLANGES 4 FULLY COMPRESS WITH RETRACTED BLADE UTILITY KNIFE. EXTEND TO BOTTOM OF SILL FLASI --IG' AND SLIGHTLY ABOVE HEAD OF WINDOW. 2, INSTALL FLASHING TAPE ACROSS INNER SIDE OF FLANGE AT HEAD WINDOW. EXTEND PAST FLANGE BY 3 IN. 3. INSTALL 6 IN. FLASHING TAPE IN THE SAME WAY OVER INNER SIDE OF JAMB FLANGE. FOLD ALONG FLASHING TAPE CREASE LINE. 1. POSITION 12" INCH WIDE 'SURE FLASH' FLASHING OR EQUIVALENT ALONG THE EXTERIOR SIDE OF WINDOW OVERLAPPING THE JAMB OPENING BY 3" INCHES. EXTEND 9" INCHES ABOVE THE HEAD OF WINDOW OPENING AND DOWN TO THE ADHESIVE SILL FLASHING INSTALLED IN STEP 2. THE 12" INCH WIDE 'SURE FLASH' WRAP IS CUT AT THE HEAD AND SILL OF WINDOW OPENING AND THE 3" INCH OVERLAPPED MATERIAL IS WRAPPED INTO THE INSIDE FACE OF THE WINDOW JAMB AND OVER THE FLEXIBLE ADHESIVE FLASHING THAT WAS PLACED IN STEP 3_ THE INSIDE 3" INCH FLAP OF 'SURE FLASH' WRAP IS ONLY ATTACHED WITH STAPLES ALONG THE INSIDE FACE OF WINDOW JAMBS WHICH ALLOWS THE REMAINING 9" INCH OF MATERIAL TO HANG LOOSE. Nor ro .4c,ALE IT 3' ICY /NDOW WRAP STEP 6 Nor To ScAL, WINDOW WRAP STEP 5 Nor TO ,SCALE W/NDOW WRAP STEP 4 MAKE SURE WINDOW FLANGE 16 CLEAN, DRY AND FREE OF PAPER LABELING. TRIM AWAY ANY EXCESS PLASTIC AT CORNER WELDS. NON - ASPINALTIC TAPE 1. INSTALL NAIL FLANGE WINDOW PER MANUF. SPECIFICATIONS (CAULK FLANGE ALONG NAIL HOLES ON TOP AND SIDES, RUN 31S" INCH BEAD OF CAULK BEHIND AND ALONG SILL PAN AT SACK DAM. SET WINDOW so INSIDE FACE AT SILL PAN SEALS AGAINST CAULK.) 12 " W /NDOW WRAF STEP 3 NOT TO SCALE it I ! /NDOI1' WRAP STEP 2 NOT To SCALE W/NDOW WRAP STEP 7 Nor ro .SC,ALE Nes Ow- 1 POSITION 6" INCH MIN. LENGTHS OF FLEXIBLE ADHESIVE FLASHING TAPE INTO WINDOW R.O. CORNER AND WINDOW SILL, POSITION FLEXIBLE ADHESIVE W/O BUBBLES OR CREASES FLASHING TAPE FLUSH ONTO ALL SURFACES WINDOW OPENINGS. EXTEND FLEXIBLE ADHESIVE FLASHING TAPE OF 3" INCHES MIN_ UPWARDS FROM EXTERIOR CORNERS ALONG OUTSIDE FACE OF EXTERIOR SHEATHING AND UPWARDS OF INTERIOR FACE OF WINDOW JAMB. WORK BOTTOM PORTION OF FLEXIBLE ADHESIVE TAPE ALONG OUTSIDE FACE OF EXTERIOR SHEATHING 2" INCHES MIN. OUTWARD FROM EXTERIOR WINDOW R_O. CORNER AND OVER THE TOP FACE OF ADHESIVE SILL FLASHING THAT WAS ATTACI -IED TO SILL PAN IN STEP 1 2. COMPRESS AND WORD SMOOTH INTO PLACE THE FLEXIBLE ADHESIVE FLASHING TAPE BY FIRM PRESSURE. 3. POSITION WINDOW SILL PLASTIC SHIMS AT 6" INCHES MIN. INTERVALS ON TOP OF ADHESIVE SILL FLASHING OR ACCORDING TO WINDOW MANUFACTURER'S INSTALLATION INSTRUCTIONS. PLACE 61-1IM BLOCKS TO SUPPORT ALL WINDOW MULLIONS OR JOINING JAMBS REviE P ��7 � ® JUL 2 8 20 BUILDING � ®f TUk�ija ....... D$IoN 1. ATTACHED BOTTOM OF STICKY ADHESIVE SILL FLASHING TO ONE SIDE OF WINDOW ROUGH OPENING (R.O.) AT FACE OF EXTERIOR SHEATHING FACING INWARD TOWARDS SLOPED FACE of SILL PAN AND STRETCH TIGHT ACROSS WINDOW R.O. DO NOT PULL ADHESIVE PROTECTIVE COVER SHEET WHILE POSITIONING SILL FLASHING. EXTEND ADHESIVE SILL FLASHING STRIP 9" INCHES MIN, BEYOND BOTH SIDES OF R.O. AND THE OUTSIDE FACE OF EXT. SHEATHING. REMOVE ALL BUCKLES AND WAVES IN ADHESIVE SILL FLASHING STRIP. STRIP MUST BE FLUSH AND FLAT AGAINST EXTERIOR WALL SHEATHING. 2. GUT 5IDE5 OF ADHESIVE SILL FLASHING STRIP DOWN TO FACE OF WINDOW R.O. EVEN WITH SLOPED SILL PAN. FOLD CUT STICKY ADHESIVE SILL FLASHING INWARD TOWARDS SLOPED SILL PAN AND PULL OFF PROTECTIVE COVER SHEET AND PRESS STICKY ADHESIVE STRIP EVENLY DOWN UPON SLOPED SILL FAN STARTING AT THE CENTER OF WINDOW AND WORK OUTWARDS TOWARDS WINDOW JAMBS. ATTACH STICKY ADHESIVE SILL FLASHING FLUSH AGAINST SLOPED SILL PAN WITH NO BUBBLES, CREASES OR BUCKLES, MAKE SMOOTH ACROSS ENTIRE LENGTH OF WINDOW OPENING. 3. CUT OFF ANY EXTRA ADHESIVE SILL FLASHING MATERIAL EVEN WITH REAR BOTTOM EDGE OF VERTICAL BACK FIN OF SLOPED SILL PAN. SHEATHING PER STRUCTURAL 1. INSTALL CUT PREMANUF. PVC SLOPED SILL PAN INTO WINDOW FULL WIDTH WITH SLOPED FRONT EDGE FLUSH WITH FACE OF EXTERIOR SHEATHING. ADJUST SLOPED SILL PAN SO THE REAR VERTICAL DAM EDGE WILL CLEAR THE INTERIOR FACE OF WINDOW FRAME BY NO MORE THAN 1/S INCH. INSURE THAT WINDOW WELDS DO NOT REST UPON SLOPED SILL PAN. 2 FASTEN EVERY 6 TO S INCHES O.C. WITH 4D PENNY COMMON NAILS ALONG THE REAR NAILING STRIP OF SILL PAN NAILING STRIP RECEIVED CITY OF TUKWILA MAY 2'3 YUUa PERMIT CENTER 11 STEP 11110011 I 1ERPR OF /NG AND CONGEALED FLAB /1//V6' PEWS SCALE: NTS 10 _ 5 4 1804 136th Place NE Ste. 1 Bellevue Washington 98005 425.644.1446 — Fax 644.1921 office gmsarch.com Architecture 4. Design +Planning Members of the American Institute of Architects C art •w • MINIM 2X4 TRIM PER ELEVATION ►I: 60 MIN. W.R.S. TO OVERLAP EACH CORNER SIDE 12 IN MIN. B EXIST'G EXT. SHEATIH'G ONE LAYER WEATHER RESISTIVE BARRIER OVER FLASHING FLANGE NEW EXTERIOR SIDING PER ELEVATION SIDING PER ELEVATION 2X6WOOD CORNER TRIM BUTT TO SIDING CAULK 4 SEAL JO INTS METAL FLASHING cv HEAD FLASHING TAPE 2x6 TOP PLATES TRIM PER ELEVATION AIR GAP 26 GAUGE HEAD FLASHING SET IN A FULL BEAD OF SEALANT EXTERIOR 7 I r �\A � , C / 12" MIN. ,ICU /L D /NG CORNERS Ik SCALE. J w 1 -0 NAILER EXISTING GWB HDR PER STRUCTURAL NAIL FLASHING ABOVE WINDOW FLANGE OPT. TRIM PER OWNER 1/2" SEALANT JOINT WITH BACKER ROD VINYL WINDOW TYP. EXT WALL SEE SHEET D N.T.S. CAULK JOINT WOOD STOOL AND APRON PER OWNER FLASHING TAPE TO lIT -s i -or 14 3 A SC E: J = 1.0" SCALE.• 3 = 1 -0" FLA.5H /NG SECTION 1/2" SEALANT JOINT WITH BACKER ROD 11 NOTE: 1"?'plc I lallti (lz) - INSTALL SIDING PER MFG SPECS -DO NOT NAIL TRIM OR FLASHING THROUGH WINDOW FLANGE - REPAIR OR REPLACE WINDOW IF FLANGE BREAKS -CAULK ALL SEAMS, JOINTS 4 CORNERS OF FLASHING5 -SLOPE ALL FLASHING AWAY FROM THE BUILDING /149LL FLASH /NG HE.40 FL ASH /N TO Fir N Ts SHIM WINDOW TO SLIGHT SLOPE AT BOTTOM OF ROUGH BACK OF TRIM OPENING FOR LEVELING 4 METAL CAP W/ DRIP EDGE SUPPORT EMBEDED IN SELANT OVER WOOD TRIM OPTIONAL SCREEN PRE -CUT SILL PAN METAL CAP W/ DRIP EDGE EMBEDED IN SELANT OVER WOOD TRIM CUT 2X4 TRIM TO I -1/2" x 2" W/ BEVEL TOP TO DRAIN BACKER ROD 4 SEALANT NAILING FIN ATTACHED TO FRAME OF BUILDING TRIM PER ELEVATION SEALANT SILL FLASHING PAPER ONE LAYER WEATHER RESISTIVE BARRIER EXIST'G SHEATHING NEW SIDING PER ELEVATION 1 SIDING PER ELEVATION CAULK TRIM PER ELEVATION a_ TUCK IN ONE LAYER WEATHER RESISTIVE BARRIER UNDER PENETRATION FLASHING PENETRATION FLASHING PAPER CUT 2X6 TRIM TO 1 -1 /2 "x 5" W/ BEVEL TOP TO DRAIN cv BUILD UP BLOCKING NAILER AS NECESSARY TO MATCH STONE PROFILE SILL FLASHING PAPER TRIM PER ELEVATION STONE VENEER INSTALL PER MANUFACTURER TWO LAYERS OF WEATHER RESISTIVE BARRIER SIDING PER ELEVATION LAP WEATHER RESISTANT BARRIER 4 IN. MIN. OVER FLASHING 'Z' FLASHING OVER WOOD CAP CUT 2X6 TRIM TO 1 -1/2 "x 5" W/ BEVEL TOP TO DRAIN 3x4 BUILD UP BLOCKING NAILER LAP SECONDARY WEATHER RESISTIVE BARRIER 4 IN. MIN. AT BELLY BAND TRIM 4 OVER PRIMARY W.R.B. TRIM PER ELEVATION STONE VENEER INSTALL PER MANUFACTURER TWO LAYE OF y WEA T H ER \g :727:e BARRI ER SLOPED HEAD TO ®f - � y\4 N \ \a FLA HIN EXTEND c' � ` �� IC E OF HO TRIM SLOPED - HEAD FL A S HING B U TT TO VERTICAL TRIM 2X6 TRIM PER ELEVATION 7:9.-/66 A $ 4 :Lt1LQr 1 -0 / 1 11 11 T SCALE: 3 = 1 -0 ,4 Wm- 2:? Z_ E m CQ GMS 2008 TATE ' WAS E. STEREO C ", CT 1 z -1 t>� n' l t— lJ 00 0 0 01! lam a 0 L 3 ui 3 1 W tLl 10 10 0 a a rn CO 0 0 N 0 0 vi 1804 136th Place NE Ste. 1 Bellevue Washington 98005 425.644.1446 — Fax 644.1921 office@gmsarch.com Architecture +1 Planning Members of the American Institute of Architects c z co L[� CO 0 - a RI m � E Date. 04 Drawn. Job # • OS03 56T1-1 AVE NE, eurrE NDOW WRAP LSUNGARAV It 2X4 TRIM PER ELEVATION RECEIVED CITY OF TUKWI A MAY 2`3 Z008 PERMIT CENTER 2X4 TRIM PER ELEVATION art •w • MINIM 2X4 TRIM PER ELEVATION ►I: 60 MIN. W.R.S. TO OVERLAP EACH CORNER SIDE 12 IN MIN. B EXIST'G EXT. SHEATIH'G ONE LAYER WEATHER RESISTIVE BARRIER OVER FLASHING FLANGE NEW EXTERIOR SIDING PER ELEVATION SIDING PER ELEVATION 2X6WOOD CORNER TRIM BUTT TO SIDING CAULK 4 SEAL JO INTS METAL FLASHING cv HEAD FLASHING TAPE 2x6 TOP PLATES TRIM PER ELEVATION AIR GAP 26 GAUGE HEAD FLASHING SET IN A FULL BEAD OF SEALANT EXTERIOR 7 I r �\A � , C / 12" MIN. ,ICU /L D /NG CORNERS Ik SCALE. J w 1 -0 NAILER EXISTING GWB HDR PER STRUCTURAL NAIL FLASHING ABOVE WINDOW FLANGE OPT. TRIM PER OWNER 1/2" SEALANT JOINT WITH BACKER ROD VINYL WINDOW TYP. EXT WALL SEE SHEET D N.T.S. CAULK JOINT WOOD STOOL AND APRON PER OWNER FLASHING TAPE TO lIT -s i -or 14 3 A SC E: J = 1.0" SCALE.• 3 = 1 -0" FLA.5H /NG SECTION 1/2" SEALANT JOINT WITH BACKER ROD 11 NOTE: 1"?'plc I lallti (lz) - INSTALL SIDING PER MFG SPECS -DO NOT NAIL TRIM OR FLASHING THROUGH WINDOW FLANGE - REPAIR OR REPLACE WINDOW IF FLANGE BREAKS -CAULK ALL SEAMS, JOINTS 4 CORNERS OF FLASHING5 -SLOPE ALL FLASHING AWAY FROM THE BUILDING /149LL FLASH /NG HE.40 FL ASH /N TO Fir N Ts SHIM WINDOW TO SLIGHT SLOPE AT BOTTOM OF ROUGH BACK OF TRIM OPENING FOR LEVELING 4 METAL CAP W/ DRIP EDGE SUPPORT EMBEDED IN SELANT OVER WOOD TRIM OPTIONAL SCREEN PRE -CUT SILL PAN METAL CAP W/ DRIP EDGE EMBEDED IN SELANT OVER WOOD TRIM CUT 2X4 TRIM TO I -1/2" x 2" W/ BEVEL TOP TO DRAIN BACKER ROD 4 SEALANT NAILING FIN ATTACHED TO FRAME OF BUILDING TRIM PER ELEVATION SEALANT SILL FLASHING PAPER ONE LAYER WEATHER RESISTIVE BARRIER EXIST'G SHEATHING NEW SIDING PER ELEVATION 1 SIDING PER ELEVATION CAULK TRIM PER ELEVATION a_ TUCK IN ONE LAYER WEATHER RESISTIVE BARRIER UNDER PENETRATION FLASHING PENETRATION FLASHING PAPER CUT 2X6 TRIM TO 1 -1 /2 "x 5" W/ BEVEL TOP TO DRAIN cv BUILD UP BLOCKING NAILER AS NECESSARY TO MATCH STONE PROFILE SILL FLASHING PAPER TRIM PER ELEVATION STONE VENEER INSTALL PER MANUFACTURER TWO LAYERS OF WEATHER RESISTIVE BARRIER SIDING PER ELEVATION LAP WEATHER RESISTANT BARRIER 4 IN. MIN. OVER FLASHING 'Z' FLASHING OVER WOOD CAP CUT 2X6 TRIM TO 1 -1/2 "x 5" W/ BEVEL TOP TO DRAIN 3x4 BUILD UP BLOCKING NAILER LAP SECONDARY WEATHER RESISTIVE BARRIER 4 IN. MIN. AT BELLY BAND TRIM 4 OVER PRIMARY W.R.B. TRIM PER ELEVATION STONE VENEER INSTALL PER MANUFACTURER TWO LAYE OF y WEA T H ER \g :727:e BARRI ER SLOPED HEAD TO ®f - � y\4 N \ \a FLA HIN EXTEND c' � ` �� IC E OF HO TRIM SLOPED - HEAD FL A S HING B U TT TO VERTICAL TRIM 2X6 TRIM PER ELEVATION 7:9.-/66 A $ 4 :Lt1LQr 1 -0 / 1 11 11 T SCALE: 3 = 1 -0 ,4 Wm- 2:? Z_ E m CQ GMS 2008 TATE ' WAS E. STEREO C ", CT 1 z -1 t>� n' l t— lJ 00 0 0 01! lam a 0 L 3 ui 3 1 W tLl 10 10 0 a a rn CO 0 0 N 0 0 vi 1804 136th Place NE Ste. 1 Bellevue Washington 98005 425.644.1446 — Fax 644.1921 office@gmsarch.com Architecture +1 Planning Members of the American Institute of Architects c z co L[� CO 0 - a RI m � E Date. 04 Drawn. Job # • OS03 56T1-1 AVE NE, eurrE NDOW WRAP LSUNGARAV 10 10 9 9 8 7 6 5 4 1 'Z' METAL ' PANEL JOINTS WINDOW OR DOOR HEAD CASING, WATER TABLE OR OTHER HORIZONTAL TRIM JOINT I5ETWEEN DISSIMILAR MATERIALS r WEATHER P- ESISTIYE RRIER OVER HING AS WELL AS BEHIND FLASHING OVER SEALANT WEATHER RESISTIVE BARRIER OVER FLASHING AS WELL AS BEHIND FLASHING OVER SEALANT ATER TABL OR OTHER HORIZONTAL TRIM SIDING PANEL CONTINUOUS HORIZONTAL 'Z' FLASHING W/ 2" (MIN) OYERL,4PS e JOINT -SLOPE TO EXTERIOR- SIDING PANEL WEATHER RESISTIVE BARRIER CONTINUOUS UNDER HORIZONTAL SIDING JOINT SHEATHING (OR STUD WALL FOR SINGLE -WALL CONSTRUCTION) CONTINUOUS WEATHER RESISTIVE BARRIER CONTINUOUS HORIZONTAL FLASHING W/ DRIP 4 2" (MIN) OVERLAPS tv JOINT -SLOPE TO EXTERIOR- BEVEL (OPTIONAL) FOR BEST DRAINAGE WEATHER RESISTIVE BARRIER CONTINUOUS OVER FLASHING AG WELL AS BEHIND SIDING W.RB. - HEAD FLASI -IIN& DOOR TRIM ROUGH OPENING WRAP EXT. SHEATHING W.R.B. FLASHING PAPER HEAD METAL FLASHING SLOPE TO EXTERIOR SIDING HEAD TRIM CORNER FLASHING DECKING PER PLAN TRESHOLD PER MANUFACTURER 2C, GA. PAN FLASH'G (SILL PAN 4 DOOR ASSEMBLY MUST BE SEALED m BACK DAM) SEE DETAIL 2 -41 CARPET/ PAD OR PER FLAN SUBFLOOR TYP_ FLR CONST, SOLE PLATE SOLDERED PAN FITS IN DOOR ROUGH OPENING (USE NO FASTENERS THROUGH PAN) INTERIOR FLANGE COORDINATES W/ SILL 4 FINISH FLOOR BOTTOM FLANGE OF PAN LAPS SHEATHING 4 DOOR WRAP VARIES W/ TYPE OF DOOR SILL/ THRESHOLD SHEATHING DOOR. SILL FAN NERvASTRAL oR EQUAL (WRAP OVER THRESHOLD 4 DOWN 2 "(MIN) BELOW SLAB FRAME DOOR JAMB DOOR SILL -'AN 26 GA. PAN FLSH W /END DAM DRY SET DOOR SILL PAN NOTE: MOISTURE BARRIER (NOT SHOWN FOP- CLARITY WRAPS OVER SIDE JAMB SIDES OF SILL PAN .+: ��! �hf�.' y�r�r�' �= .:.::f�':.f.= .vc�t'h'a.ii' - k r�..w �4.. �•Ii. �... DOOR HEAD LASH'G T ,J it 0J! _ sid. p SHINGLE CUT TO FIT OVER ill. PIPE UNDERLAYMENT 411‘ 4 ‘ -,--',. lib too. .-4410" oiEr. 1 STEP' 2 STEIN 3 PENT PIPE BEAD OF ROOF CEMENT PENT PIPE PREFORMED FLANGE PLACE (INSTALLED PER MANUF SPECS) OVER PIPE AND 5ET IN SEALANT PER MANUFTURE'S INSTALLATION INSTRUCTIONS UNDERLAYMENT BEAD OF SEALANT PER MANUF INSTRUCTIONS BETWEEN PIPE AND FLANGE UPPER AND SIDE SHINGLES OVERLAP FLANGE AND ARE SET IN SELANT PER MANUF INSTALLATION INSTRUCTIONS LOWER PART OF FLANGE OVERLAPS LOWER SHINGLES OAPPL/CATiON OF $/-///VLES AROUND PIPE., FLASH/N ' N. T. S. NOT USED NOTE: THE BOTTOM EDGE OF THE WALL FINISH IS MORE LIKELY TO GET WET THAN THE TOP. ALLOW WATER TO FALL FROM THE k30TTOM EDGE OF THE WALL FINISH IN A WAY THAT AVOIDS CAPILLARY ACTION. WALL TO ROOF EXTERIOR HALL FINISHES BOTTOM EDGE E OR WALL TO PORCH, DECKS, PATHS, STEPS OR DRIVEWAYS EXTER /OR WALL RN/SHE NOTE: A VERTICAL EDGE IS VULNERABLE FOR WATER INFILTRATION AROUND THE EXTERIOR WALL FINISH INTO THE STRUCTURE OF THE BUILDING. A CONTINUOUS WATER RESISTIVE BARRIER (W.R.B_) BEHIND THE VERTICAL JOINT IS CRUCIAL. CAULKING CAN HELP DETER THE MOISTURE, BUT WILL DETERIORATE IN THE ULTRAVIOLET LIGHT UNLESS PLACED BEHIND THE WALL FINISH, WHERE IT WILL BE PROTECTED_ WINDOW OR DOOR TRIM ELAELDAQUCII. CAULK WALL STRUCTURE W.R.B. CONTINUOUS BEHIND SIDING VERTICAL TRIM A SECOND BEAD OF CAULK MAY BE USEFUL to OUTER EDGE IF SIDING IS TO BE PAINTED. EXTERIOR WALL FINISHES VERTICAL EDGES SIDING PER ELEV. EXTERIOR WI4LL F /N /SHES MIN. DISTANCE ABOVE HORIZ. SURFACE PER 'JAMESHARD IE' INSTALLATION SPECIFICATIONS 3 �, T 1 , 0 „ .3 " v 7 , 0 » POCKET FL I4 SH/NG g 1?QO?/S74 CONC PORC DfJQR SILL ,151 PORCH NOTE: FINISH ALL EDGES OF EXTERIOR DOORS TO PREVENT SWELLING HEADER PER STRL. SHEATHING WRAPPED W/ WEATHER RESISTIVE BARRIER SIDING PER ELEV. METAL FLASHING TRIM ATTACHES TO EXTERIOR FRAME OF BUILDING. INSULATION RABBETED JAMB BOTTOM RAIL OF DOOR EDGE OF CASING CARPET 4 PAD OR PER PLAN SLAB ON GRADE THRESHOLD PER MANUFACTURER W/ WEATHER STRIP 26 GA. SILL PAN FLASH'G WEND DAMS DRY SET SILL 14/ DRIP z J 0 IY n W n N. T.S. c44 ) t:oB 9/4 EXTER /OR SW/NG/NG DOORS JI ti ADD SHIM 4 SCREW JAMB TO FRAMING BEHIND HINGES OF DOOR. TRIM ATTACHED FIRMLY TO FRAMING RABBITED JAMB SIZED TO WIDTH OF WALL (FRAMING + SHEATHING + INTERIOR FINISH) EDGE OF SILL BELOW SIDE JAMES N. T.S. TRIM PER ELEV. RECEIVED CITY OF TUKWILA MAY 2'31008 PERMIT CENTER 1804 136th Place NE Ste. 1 Bellevue Washington 9$005 425.644.1446 - Fax 644.1921 office@grnsarch.com gmsarch.com Architecture +Design + Planning Members of the American Institute of Architects e 6 (/) c VO z cc 0 C D E :ai 7,Ci: -- r .. }:_ •.� Yim , !li • STEP STEP 4 FACE OF SHEATI -IING TARGET FLASHING SIDING PER ELEVATION 9" FLASHING TAPE SEALANT JOINT SEALED VENT PENETRATION TO AVOID BACK PRESSURE LEAK INTO WALL ASSEMBLY INSTALL PLASTIC FLANGED VENT PER MANUFACTURE'S SPECIFICATIONS SEALANT JOINT TUCK PRIMARY W.R.S. FROM BELOW UNDER TARGET PLASHING SIDING PER ELEVATION 4 \• ` /' \:/ 6. CONTINUE INSTALLING PRIMARY W.R.B. BY LAPPING OVER VENT AREA 4 TRIMMING AROUND VENT. 5. INSTALL FLASHING TAPE OVER TOP OF VENT FLANGE. 'ENSURE 2" MIN. OVERLAP ONTO W.R.B. LINER -ABOVE 4 SIDES. VENT PENETRA T /GIN ASSEAISL Y SCALE.. N. T.S. 3. INSTALL FLANGED VENT PER MANUFACTURER'S SPECIFICATIONS TARGET FLASHING MATERIAL SEALANT JOINT ELECT. BOx DOWNLEG 9" FLASHING TAPE (TOP d SIDES OP BOX INSTALL ELECTRICAL BOX PER MANUFACTURE'S SPECIFICATIONS SEALANT JOINT W.R.B. PIECE LINER, EXTEND MIN. 9" PAST ROUEN OPENING TUCK W.R.B. FROM BELOW UNDER TARGET FLASHING ELEC. THROUGH WALL SCALE N. T.S. 4. INSTALL FLASHING TAPE OVER SIDES OF VENT FLANGE. .ENSURE 2" MIN. OVERLAP ONTO W.RB. LINER - ABOVE, BELOW 4 SIDES. STEP 3 STEP 2 1. INSTALL TARGET FLASHING PIECE OVER HOLE. (9" PAST ROUGH OPENING e ALL SIDES) 2. TRIM FOR OPENING FACE OF SHEATHING STEP 1 TARGET FLASHING MATERIAL SIDING PER ELEVATION 9 IN FLASHING TAPE 26 GAUGE METAL FLASHING WITH END DAMS SET IN FULL BED OF SEALANT IX P.T. TRIM PIPE PENETRATION 1/2 IN. SEALANT JOINT WITH BACKER ROD POLYETHYLENE WEATHERPROOF PLUMBING FLASHING PANEL SEALANT TUCK W.R.B. FROM BELOW UNDER TARGET FLASHING NEW SIDING PER ELEVATION P /PE THROUGH _ -WALL SCALE.. N.T.S. REVIE'1iVEL3 FOR CODE COMPLIANCE APPROVED JUL 2 8 2008 City Of Tukwila BUILDING DIVISION MAY 2'3 2008 PERMIT CENTER REGISTERED HITECT 10 1 0 0 a) 1804 136th Place NE Ste. 1 Bellevue Washington 98005 425.644.1446 — Fax 644.1921 office a�gmsarch.com Architecture +Design + Planning Members of the American Institute of Architects © GM9 200$ 0 w w EL C9 c0 rc Er 1 I �„,__ IA ira C D E G