Loading...
HomeMy WebLinkAboutPermit D08-227 - HEATHERWOOD APARTMENTS - BUILDING A - IMPROVEMENTHEATHERWOOD AYES BLDG A 5861 S 152 ST EXPIRED 12 -02 -OS D08 -227 Parcel No.: Address: Suite No: Tenant: Name: HEATHERWOOD APTS - BLDG A Address: 5861 S 152 ST , TUKWILA WA Owner: Name: Address: Phone: 5861 S 152 ST TUKW 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: 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 * *9730L CityllIf Tukwila • DEVELOPMENT PERMIT Permit Number: D08 - 227 Issue Date: 06/05/2008 Permit Expires On: 12/02/2008 Expiration Date: 06/05/2010 DESCRIPTION OF WORK: EXTERIOR UPGRADE TO INCLUDE VINYL SIDING REMOVAL AND REPLACE WITH HARDIE LAP SIDING, REPAIR BUILDING ENVELOPE FAILURES, REPLACE WINDOWS AND DOORS, REPLACE DRY ROT ON BALCONY GUARDRAILS, LANSCAPING, MONUMENT SIGN, ADD SECURITY GATE, REPLACE EXTERIOR LIGHT FIXTURES Value of Construction: $380,000.00 Fees Collected: $5,426.40 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: 0021 * *continued on next page ** doc: IBC -10/06 D08 -227 Printed: 11 -03 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Permit Center Authorized Signature: Si Print Name: doc: IBC -10/06 City oSTukwila • 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 N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start 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 LtIa'a 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 - r erfo . - ce 1..yo +I:17!7�FS" thorized to sign and obtain this development permit. 3 Permit Number: D08 - 227 Issue Date: 06/05/2008 Permit Expires On: 12/02/2008 Date: Date: End Time: Fill 0 c.y. End Time: tl 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 -227 Printed: 11 -03 -2008 Parcel No.: Address: Suite No: Tenant: Name: HEATHERWOOD APTS - BLDG A Address: 5861 S 152 ST , TUKWILA WA Owner: Name: Address: Phone: doc: IBC - 10/06 5861 S 152 ST TUKW Contractor: Name: ALLIANCE RESTORATION SCVS INC Address: 8583 154 AV NE , REDMOND WA 98052 Phone: 425 882 -7930 Contractor License No: ALLIARS987LP CitAbf Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us DEVELOPMENT PERMIT Contact Person: Name: KATIE RICHARDS Address: 19501 144 AVE NE SUITE A -700 , WOODINVILLE WA 98072 Phone: 425 - 482 -6470 Permit Number: D08 - 227 Issue Date: 06/05/2008 Permit Expires On: 12/02/2008 Expiration Date: 06/18/2010 DESCRIPTION OF WORK: EXTERIOR UPGRADE TO INCLUDE VINYL SIDING REMOVAL AND REPLACE WITH HARDIE LAP SIDING, REPAIR BUILDING ENVELOPE FAILURES, REPLACE WINDOWS AND DOORS, REPLACE DRY ROT ON BALCONY GUARDRAILS, LANSCAPING, MONUMENT SIGN, ADD SECURITY GATE, REPLACE EXTERIOR LIGHT FIXTURES Value of Construction: $380,000.00 Fees Collected: $5,426.40 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: 0021 * *continued on next page ** D08 -227 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 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 •erfo orized to sign and obtain this development permit. Signature: Date: / 0 9 c Print Name: f a ' 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 (9t � '1 r 1 Date: L 11- 1/4-oe Permit Number: D08 - 227 Issue Date: 06/05/2008 Permit Expires On: 12/02/2008 D08 -227 Printed: 10 -09 -2008 Parcel No.: Address: Suite No: Owner: Name: Address: Phone: 5861 S 152 ST TUKW Tenant: Name: HEATHERWOOD APTS - BLDG A Address: 5861 S 152 ST , TUKWILA WA Cityllif Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT Contact Person: Name: KATIE RICHARDS Address: 19501 144 AVE NE SUITE A -700 , WOODINVILLE WA 98072 Phone: 425 - 482 -6470 Contractor: Name: INTERIOR CONSTR SERVICES INC Address: 19501 144 AV NE STE A700 , WOODINVILLE WA 98072 Phone: 425 948 -4677 Contractor License No: INTERCS947NG Permit Number: D08 -227 Issue Date: 06/05/2008 Permit Expires On: 12/02/2008 Expiration Date: 08/07/2008 DESCRIPTION OF WORK: EXTERIOR UPGRADE TO INCLUDE VINYL SIDING REMOVAL AND REPLACE WITH HARDIE LAP SIDING, REPAIR BUILDING ENVELOPE FAILURES, REPLACE WINDOWS AND DOORS, REPLACE DRY ROT ON BALCONY GUARDRAILS, LANSCAPING, MONUMENT SIGN, ADD SECURITY GATE, REPLACE EXTERIOR LIGHT FIXTURES Value of Construction: $380,000.00 Fees Collected: $5,426.40 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: 0021 doc: IBC -10/06 * *continued on next page ** 008 -227 Printed: 06-05 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: governing this work will be complied 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 -227 Issue Date: 06/05/2008 Permit Expires On: 12/02/2008 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 I hereby certify that I have read and *an 1ned this permit and know the same to be true and correct. All provisions of law and ordinances , whether specified herein or not. Date: (Li iocW 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 o / r the �performance of work. I am authorized to sign and obtain this development permit. ` Signature: 71®./,1.0 /4/,( /1- /J2 Date: 6VC /dY Print Name: /1e77/ ( /(/7 i(dS 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 D08 -227 Printed: 06-05 -2008 Parcel No.: Address: Suite No: Tenant: 5861 S 152 ST TUKW HEATHERWOOD APTS - BLDG A 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: D08 -227 Status: ISSUED Applied Date: 04/28/2008 Issue Date: 06/05/2008 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 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. 4: 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. 5: All wood to remain in placed concrete shall be treated wood. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 7: 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. 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: ** *FIRE DEPARTMENT CONDITIONS * ** 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 12: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn- around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 13: 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) 14: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 15: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall doc: Cond -10/06 D08 -227 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 16: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 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)) 17: 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) 18: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 19: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 20: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 21: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 nun) 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) 22: 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) 23: 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) 24: 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) 25: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 26: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 27: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #2050) 28: All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator valves (WIV), and Fire Department connection (FDC). (City Ordinance #2050) 29: Sprinkler protection shall be provided for exterior balconies, decks, and patios of dwelling units where the building is of type V construction per IBC 903.3.1.2.1(2006) doc: Cond -10/06 D08 -227 Printed: 10 -09 -2008 31: Maximum grade for all projects is 15 %. 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 30: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required "rescue window ". 32: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) Provide a Lockbox at the "Security Drive Gate ". 33: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox keybox. Contact the Tukwila Fire Prevention Office at 206 - 575 -4407 for ordering information. 34: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 35: To schedule all construction fire - related inspections send an e -mail to fireinsprequest @ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 36: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 38: Changes to signage, including any refacing of existing signs or replacement/modification to the monument sign requires a sign permit. doc: Cond -10/06 * *continued on next page ** D08 -227 Printed: 10 -09 -2008 • 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Date: / D doc: Cond -10/06 D08 -227 Printed: 10 -09 -2008 Parcel No.: Address: Suite No: Tenant: 5861 S 152 ST TUKW 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 HEATHERWOOD APTS - BLDG A PERMIT CONDITIONS Permit Number: D08 -227 Status: ISSUED Applied Date: 04/28/2008 Issue Date: 06/05/2008 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 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. 4: 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. 5: All wood to remain in placed concrete shall be treated wood. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 7: 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 Tulcwila 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. 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: ** *FIRE DEPARTMENT CONDITIONS * ** 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 12: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn- around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 13: 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) 14: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 15: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall doc: Cond -10/06 D08 -227 Printed: 06-05 -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 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)) 16: Each circuit breaker shall be legibly marked to indicate its purpose. (NEC 110 -22) 17: 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) 18: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 19: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 20: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 21: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 22: 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) 23: 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) 24: 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) 25: All new sprinlder systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 26: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 27: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinlder systems shall be electrically supervised. (City Ordinance #2050) 28: All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator valves (WIV), and Fire Department connection (FDC). (City Ordinance #2050) 29: Sprinkler protection shall be provided for exterior balconies, decks, and patios of dwelling units where the building is of type V construction per IBC 903.3.1.2.1(2006) doc: Cond -10/06 D08 -227 Printed: 06-05 -2008 31: Maximum grade for all projects is 15 %. • • 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 30: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required "rescue window ". 32: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) Provide a Lockbox at the "Security Drive Gate ". 33: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox keybox. Contact the Tukwila Fire Prevention Office at 206 - 575 -4407 for ordering information. 34: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 35: To schedule all construction fire - related inspections send an e -mail to fireinsprequest @ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 36: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 38: Changes to signage, including any refacing of existing signs or replacement/modification to the monument sign requires a sign permit. doc: Cond -10/06 * * continued on next page ** D08 -227 Printed: 06-05 -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 this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: lkd XiCh K0/ ,X " c fd Print Name: doc: Cond -10/06 D08 -227 Date: V /Sla8 ordinances governing or local laws regulating Printed: 06-05 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: wwwr.ci.tukwila.wa.us SITE LOCATION Site Address: Tenant Name: Property Owners Name: 1 uklJi 1r:1 AM 1\j ((.(, (- Mailing Address: Jo v) l aCot A \(C • N. (.J ,Su:-( O(? 8,e n (V UC 1A/ A 4'O n - City / CONTACT PERSON - who do we contact when your permit is ready to be issued Name: ISC: ie R∎ ( ha(r, S Day Telephone: MAST) t in -Co cf Tr) Mailing Address: IgSC) I IL►u 1^ Ave . NE 4+e. Sui+e A-300,. (Noodi v/11 1.01 4 }4 City J State Zip E -Mail Address: '<G I"; e_. L s @ \I C(7 7_0 11. rk t Fax Number: (N J-s ) ( "1 S "(o GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: I n I Q .0 0 Con St (1 JCk O l/\ S 2 ,C �t t� e_s I ►'\ ! . Mailing Address: (CI S O I 1'-i M AU C . 1JE A - 7 - 0 3 3 Wn i/1 v,'II [ W4 9kD City State Zip Day Telephone: 0. y $d - (0 4 E -Mail Address: \i\te.rnf CortSI UCtiOf Se /y rs Cc Ve(; znn, YtC I Fax Number: (Lid 14 ,4 - (per I Contractor Registration Number: INTL A CS 4L-17- N ( Expiration Date: V 7/t7 Contact Person: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: (a-rim Arr,K∎i-ect.)Ta I ( Mailing Address: 15-()E-1 I � ft pi. N E, Su,+t () be II r vue J I4�Q 9tOD Cit State Zip Contact Person: RIC hor(1( CTUIStrnr'v\ Day Telephone: (Lidci Co d ' E -Mail Address: ()NC C r arch. (' U 111 Fax Number: C Co H - !gal ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: Contact Person: NI ( A E -Mail Address: N/A Q Applieanons•Torms- Applicanons On Line \3-2006 - Permit Application -doc Revord 9 -_006 bh • • Building Permit No. Doe -).21 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. PO f O G( l (For office use only) 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 ** S ffo I S. 15,1".j Sire f t Q I c( A King Co Assessor's Tax No.: 1 I S3- COO 0 O Suite Number: Floor: New Tenant: ❑ Yes [✓]r No State City State Day Telephone: N /( Fax Number: NIA Zip Zip Page 1 of 6 • BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ ;S kO., n n 0 Scope of Work (please provide detailed information): k(O (a�( -ho 1 nC Jd� �! qy Ski �= 1 fly U1ri'cw de CS fepIctc -e (2A -- Orn ha on 9 I/Grrltr.teI IA odSrtp;l1 cr t s Qdr) SQcvr; � cAC4c 3c laGe rn 15ht c\ii -Li r Will there be new rack storage? ❑ Yes T No If yes, a separate permit and plan submittal will be required. 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: C Compact: Handicap: Will there be a change in use? ❑ Yes [DK [D' 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 (2- No If 'yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q. App6canons'.Forms- Applications On LrneV -2006 - Permit Applicanon.doc Revised. 9 -2006 hh Existing Building Valuation: $ Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor LI 17 l W Fratvlc 1 _ MI/ITt-lrll1nil y 2" Floor Hi 1 ma 3 Floor � I � 1 Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport 1 l a,on Covered Deck Uncovered Deck • BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ ;S kO., n n 0 Scope of Work (please provide detailed information): k(O (a�( -ho 1 nC Jd� �! qy Ski �= 1 fly U1ri'cw de CS fepIctc -e (2A -- Orn ha on 9 I/Grrltr.teI IA odSrtp;l1 cr t s Qdr) SQcvr; � cAC4c 3c laGe rn 15ht c\ii -Li r Will there be new rack storage? ❑ Yes T No If yes, a separate permit and plan submittal will be required. 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: C Compact: Handicap: Will there be a change in use? ❑ Yes [DK [D' 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 (2- No If 'yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q. App6canons'.Forms- Applications On LrneV -2006 - Permit Applicanon.doc Revised. 9 -2006 hh Existing Building Valuation: $ 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. 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. Signature Print Name: 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). Plumbins; 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). BUILDING OWNER Date: H / a 0 1 /0 - /� I kP BC l Day Telephone: Aid.c Fd -( L Address: 1 g S0�f �1 th NF. ���� .A-�r�r7 Inlooc linul'lIP WA 9iU�d Mailing Addre A �. City 1 State Zip I Date Application Accepted: 4 -og Date Application Expires: Staff Initials: I Q:WpplicanonsWomu- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 6 of 6 Doc: RECSETS -06 RECEIPT NO: R08 -01949 Initials: WER User ID: 1655 • 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 CONSTURCITON SERVICES, INC. SET ID: 0603 SET NAME: HEATHERWOOD APARTMENTS SET TRANSACTIONS: Set Member Amount aQ8 2-2_j 3,290.50 D08 -228 3,290.50 D08 -229 3,290.50 D08 -230 3,290.50 TOTAL: 13,162.00 TRANSACTION LIST: Type Method Description Amount Payment Check 1865 ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE SET RECEIPT TOTAL: • Payment Date: 06/05/2008 Total Payment: 13,162.00 13,162.00 13,162.00 Account Code Current Pmts 000/322.100 13,144.00 000/386.904 18.00 TOTAL: 13,162.00 3301 06/05 9711 TOTAL 13162.00 Parcel No.: Address: 5861 S 152 ST TUKW Suite No: Applicant: HEATHERWOOD APTS Receipt No.: R08 -01362 • 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:/lwww.ci.tukwila.wa.us Payee: INTERIOR CONSTRUCTION SERVICES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1768 2,135.90 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES RECEIPT Account Code Current Pmts 000/345.830 2,135.90 Total: $2,135.90 • Permit Number: D08 -227 Status: PENDING Applied Date: 04/28/2008 Issue Date: Payment Amount: $2,135.90 Initials: WER Payment Date: 04/28/2008 11:32 AM User ID: 1655 Balance: $3,290.50 1697 04/28 9711 TOTAL 2135.90 doc: Receiot -06 Printed: 04 -28 -2008 Ca April 16, 2008 Community Planning Department, Permit Center; LICENSED PROFESSIONAL ENGINEERS BUILDING DIAGNOSTICS INSPECTIONS ENVIRONMENTAL SERVICES MAINTENANCE PLANNING DESIGN PIOL1 ENGINEERS • W1.1 - Window Wrap Details • W1.2 - Flashing Details • W1.3 - Door Patio and Misc. Flashing Details • W1.4 - Through Penetration and Misc. Details • W1.5 - Details U08- 2-17 F� C ;.,� PY Re: Heatherwood Condominiums Building Envelope Review for EHB 18 8 5851 S 152 P1 Tukwila, WA 98188 This letter is intended to address the state waterproofing law (EHB 1848) regar . ing s uilding enclosure design and associated details as it relates to Heatherwood Condominiums, located at the above address. �I MO o City of Tukwila y _ Attn: Community Planning Department, Permit -C enter �;'' ; �.... , . -�� ` '... ....... 6300 South Center Blvd, Suite i - � �� " _ ` � � �^ % "� EW E® Tukwila, WA 98188 CODE COMPLIANCE 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. 10011 MAIN STREET BOTHELL, WA 98011 425 486 -4000 425 486 -4007 fax 800 945 -4189 (WASHINGTON) APPROVED JUN - 2 2008 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 following building envelope design drawings by GMS Architectural Group, dated 4 -16 -2008 will adequately limit moisture entry into the building envelope: Provided that the building envelope is installed per these drawings, Heatherwood building envelope 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 the Heatherwood Condominiums to ensure satisfactory installation. RECEIVED APR 2 8 2008 PERMIT CENTER 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. Thank you for the opportunity to be of assistance. Sincerely, amdal, P.E. Criterium - Pioli Engineers 1 January 27, 2009 Dave Jensen Remco Deacon 2375 130 Av NE #200 Bellevue, WA 98005 RE: Request for Extensions Development Permit No D08 -227 Heatherwood Apartments Bldg A Dear Mr. Jensen, This letter is in response to your written request for an extension to Permit Number D08 -227. The Building Official has reviewed your letter and considered your request to extend the above referenced permits. It has been determined that this permit has no justification for extension due to hardship since the notice from November was ignored until now. In order for work to continue for the scope of work permitted under D08 -227, a new application submittal must be made along with accompanying fees. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, fer Marshall t Technician File: Permit No. D08 -227 Cizj' of Tukwila Department of Community Development Jack Pace, Director P:\Pemit Center\Extension Letters \Denials\Permits\DO8 -227 Permit Extension Denial.doc Page 1 of 1 jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 Jim Haggerton, Mayor y o ) 1- e-a r k0 619 et S 6- 1-EC, s, 4 J.A J O f t\.; 5 PQ r !' 0 ...Ili e,I , -� S p j % ,A. S c 4 L t k�c�- �` v ( 1-- i I Q n * 0 I-t ■c-e S i F ��lC 4 f'4e 4 � n abt/Z ti a t, mac, -0 k-L\J p0.16.1 Cal t 1 Fo .4i-Aeneedlx-/- re-V 84-,A y — aav 1/�- iC •'►(b�' .: Q rz e_O rt e_►eL 0 4 1 30 i� S (Fin r C am, CCTV OF 1 JAN 1 6 2009 PERMIT CENTEI �P- Gc 1 4,1 r ou. t. ki h s i r e_ OSO - ozs (£s; Pu ACTIVITY NUMBER: D08 -227 DATE: 04 -28 -08 PROJECT NAME: HEATHERWOOD APTS - BLDG A SITE ADDRESS: 5861 S 152 ST X Original Plan Submittal _ Response to Correction Letter # _ DEPARTMENTS: Complete Comments: o • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP R 1 ' 50 1Mu n�� G 6 Fire Prevention L:! Planning Division DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Structural I I Permit Coordinator Incomplete n Response to Incomplete Letter # Revision # After Permit Issued DUE DATE: 04 -29 -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 ROUTING: Please Route I - Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 DUE DATE: 05-27-08 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 11 -03 -2008 DAVE JENSEN 2375 130 AV NE #200 BELLEVUE WA 98005 RE: Permit No. D08 -227 5861 S 152 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 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 12/02/2008 , 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, 'fer Marshall, Permit Technician xc: Permit File No. D08 -227 city of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 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! Jrori 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 file: / /C:\ temp\ XPGrpWise \490EB5E4tuk- mail6300 -po 10016B6D3614B391 \GW } 00001.... 11/03/2008 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 0 -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 • • This communication and any attachments may contain privileged or otherwise confidential information. If you are not Lori Gilberts 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. a Page 1 of 1 file: / /C:\ Documents %20and %20S ettings \j ennifer -m\ Local %20Settings \Temp\XPGrp Wis... 10/08/2008 Name Role Effective Date Ex . iration 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 $12,000.00 11 /13/2007 2 AMERICAN HME ASSURANCE CO 207693 10/15/2001 Until Cancelled $12,000.00 05/31/2002 Untitled Page General /Specialty Contractor A business registered as a construction contractor with LEtI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company Business Owner Information Bond Information 0 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 https: / /fortress.wa. gov /lni/bbip/Detail. aspx ?License= REMCO* * 973 QL • 601908729 ACTIVE REMCO**973QL CONSTRUCTION CONTRACTOR 11/13/2003 6/5/2010 REMCOS1026P1 GENERAL UNUSED Page 1 of 3 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 General /Specialty Contractor A business registered as a construction contractor with MI 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 CORPORATION Parent Company Business Owner Information Bond Information ALLIANCE RESTORATION SCVS INC 4258827930 18133 NE 68TH ST STE D150 REDMOND WA 98052 KING • UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 https: / /fortress.wa. gov /lni/bbip/I)etail. aspx ?License = ALLIARS987LP • 602212376 ACTIVE ALLIARS987LP CONSTRUCTION CONTRACTOR 6/17/2002 6/18/2010 FAIRWCL968J1 GENERAL UNUSED Page 1 of 2 10/08/2008 License Information License INTERCS947NG Licensee Name INTERIOR CONSTR SERVICES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602618289 Ind. Ins. Account Id #1 Business Type CORPORATION Address 1 19501 144TH AVE NE STE A700 Address 2 City WOODINVILLE County KING State WA Zip 98072 Phone 4259484677 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/7/2006 Expiration Date 8/7/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 CBIC SG8183 07/26/2006 Until Cancelled $12,000.00 08/07/2006 Business Owner Information Name Role Effective Date Expiration Date BERG, MIKE PRESIDENT 08/07/2006 Look Up a Contractor, Electrin or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Savings Information • Page 1 of 2 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= INTERCS947NG 06/05/2008 I� - yy -‘2 „ i ' fi�r te a . C ;lY , ,, l ' "....,,\ \ .. • f•:, • n • • t '1 . DT" L F `_:.•ICE ta_?At V . • M.4CY. LOPE. OF soD 1 -/ /aLL d •Z Cr.1C> /VS - /c. / ! -1 c$ • i — EXIST. /2ock�,� i c, S / 4_2 1 f >r- � am . › < , . > Cam?, Sur- wcv c�z , -�� fi 5 Cr) J tIG, A IA, — 4 – � (w /p -r.4>c Flt 4� 4, ./1E-.7 w 6 c.. R . 11 �e . aaY,J ii EXIST EXTRv 6 CuR8 e __ tarn, Dug • KlOr=7-14 .,� 1 c C CC f� b r "^ - cote Lr NY a 76, C C.G. o, T ‹ FL' • 1 . X 1 0 pa r° c /CC- Y `� L� or.. .,• • " • xr Sr. KYc�. ✓ c ,4R1: /J �Thrr'T't(t a Tor , �,r� F Jr 4 . +r �• I' ( r,/ r ':r C - • - A/ - ..'•r'•. +:�1 F - • , t=. T y ?i7r> •!. r 4 c_r..L4r.Aa,, 5 . fir'�I =ii ' iili m ~ �y • r CoNC u1 • P r 4• o la Il N N a ;c1:2 fel - s. 11 } i ! ( v / • • \ t i P r f �llry ) I,S'.� �,. r , r. • r, � E.. • i OL liV LI��Tr I2c•1l 1 7r .. A- rf'C /,�.( , c- - '077 exf.'rc V (C (,'F:7 � ( 7(�'r ("Cl 1/6 •'A G-F c / / T Y7) At ; r /.Nr.°c. ve' c 'C' 5 - 1 - 0 c 2 e.. o •.ps ., 2 fs tr" L . a • : _, //7ir/ ;::[L . . E G THAT PORTION OF SECTION ,23, T'C)4dt,st [ [ 1' ,., t 'COUNTY ; WASHINGTON AND OF TRACTS 37 !\H iiACA'rED STREET' LYING BETI'rF:F•ri , ACC:01t11 1 (;1 ; OF PLATS, • PAGE I IN K Y , 1J11.` ;11 1 BEGINNING AT A POINT ON THE S()(I I'H 1. H It 890 11 53" EAST,, .393' FEET' FROG 1'H[•: 3 :1::' 00" EAST, ' 3'2 ..li 3 F'[::`" :1' 1•G o , fl IF: l DEFINED IN A .1 7512 00369; '1•(Ir :tiic[; t 1 r 1 EAST, . �3 I�I:E T MI 1 P1 1 'F;E;;I•:( :1'II)I! 4; 1 LIES NORTH 1 18 ° 3)1 011,1 EAST,' NO FE:[' snr.n 'sully THROUGH AN ARC 0I ST11NcV (1E 1111 E;CEN'ERL1'!E OF .5. Ni) aI'Rt q" e ISTF,rhL "bit.A •CURVE T() TIE LEE " - fIADtl15 durivr An! .ARC DT•STAII( OE 7'UPfli2E•' ON A ClUfitrE • TO THE N r(,, IT Ii 1 1( I • ' DISTANCE OE 108 .21 FF'F :•I ;f() A POINT I'l I.,zrvE, ■0f(1E1 87 ° .20' ` 00" EAST, 133,11; t. -' 4 , 11.E OF .INTE:h A[)[) ITII)tJ •I'c 1 `>F111 i , Vt7I 10 d:' PLATS; PAGE •5`S., RF, 1'IRt ; ,;A.T[) WEST [: ME SOUTH . , j , ' WITH T[iE EAs x ' � `'•1'f?.Ill Y I'.. 1II�i";TC�tI 111 E11L. SAID .301T'H' LTIII. • Atm. rr`S • .t. t ic;: . ti Ft I• T(,'i(' F'( t1I'r OF ;IF!:r L A �fl�rj T� • C1A//7 ("Cc Ufa .,4 , V T y :� O, •CC?7 /_S C CJ / J C o co/N/57 7 • V /SC. Dpt4` A/O �d j C 2 727 4 o /;" 3 / tr/. L3C)LJa f3 y�Ll r_ ? c'','' L lJ 1\7 /is/A I LJ • •- ` b.1 99 P3EESSig 1 w E n � •'r r•� F F P � 7 REVISIONS No changes shall be made to the sco0 of work without prior approval of ` Tukwila Building Division. ( NOTE: Revisions will require a new plan submittal and may include additional plan review fens. r j FILE COPY Permit No. I ' Plar review approval Is erect to errors and ontislons. ;Approval of won documents does not al otlt° the violation of any adopted code or ordinance. Receipt of approved Fib Copy and =eons Is ed: By Date : , 2/S7()- -. BUILDING DIVISION EX DEC 0 2 MO .. r : 84•P 227 R ECEIVED APR 2 8 2008 ENM n GENT & 1, j INSTALL WEATHER BARRIER AT HEAD LAP WEATHER BARRIER 4" MINIMUM OVER HEAD FLASHING AND W.R.S. AT JAMBS LAP ALL WATHER RESISTIVE BARRIER PER MANUFACTURER'S SPECIFICATIONS Nor TO SCALD 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 NOT To vCALE 26 GA. PRE - FINISHED GALV. METAL HEAD FLASHING. OR EQUIV. SLOPE Yd" MIN. TO DRAIN FOLDED, UNBROKEN END DAM WINDOW WRAP STEP 17 WINDOW WRAP STEP 70 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 LAP ALL WATHER 'RESISTIVE BARRIER PER MANUFACTURER'S SPECIFICATIONS 1. INSTALL WEATHER RESISTIVE BARRIER TUCK UNDER PENETRATION FLASHING 6 IN MIN AT SILL SHINGLE W.R.B. WORKING FROM BOTTOM TO TOP. BEGIN AT BOTTOM OF PENETRATION FLASHING AT SILL AND EXTEND ABOVE PENETRATION FLASHING AT JAMB 1. AT INTERIOR JAMB AND HEAD AIR SEAL FULL PERIMETER OF WINDOW AT INTERFACE OF FLASHING, WINDOW INNER FRAME AND FRAMING. NOT TO ecALO WINDOW WRAP STEP 9 NOT rO SCALE l /NDQW WRAP STEP 5 NOT ro 6CALE WINDOW WRAP STEP 7 CONTRACTOR TO VERIFY CONDITION OF EXISTING SHEATHING d WALLS AFTER EXISTING SIDING HAS BEEN REMOVED- CONTACT ARCHITECT OF ANY REPAIRS NECESSARY (TYP_) 2. PLACE 9 INCH ADHESIVE SEAL AT WINDOW HEAD. POSITION OVER FLANGE AND EXTEND JUST PAST JAMB 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 KNIFE). 1. PLACE 3" NON - ASPHALTIC TAPE OVER BOTH JAMB FLANGES d FULLY COMPRESS WITH RETRACTED BLADE UTILITY KNIFE. EXTEND TO BOTTOM OF SILL FLASHG' AND SLIGHTLY ABOVE HEAD OF WINDOW. WINDOW WRAP STEP 6 NOT TO SCALE 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. MAKE SURE WINDOW FLANGE IS CLEAN, DRY AND FREE OF PAPER LABELING. TRIM AWAY ANY EXCESS PLASTIC AT CORNER WELDS. WINDOW WRAP STEP 5 NOr TO SCALD 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" INGH 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. WINDOW WRAP STEP 4 NOT TO ,9CAL5 CONT}R,4CTOR TO VERIFY CONDITION OF EXISTING 51- IE4TI-HNC 4 WALLS AFTER EXISTING SIDING 1 -1,x,5 BEEN REMOVED- CONTACT 4RC1- IITECT OF ANY 1REF4IRS NECESSARY (TYP.) NON - ASPHALTIC TAPE WINDOW WRAP STEP 3 I. INSTALL NAIL FLANGE WINDOW PER MANUF. SPECIFICATIONS (CAULK FLANGE ALONG NAIL HOLES ON TOP AND SIDES, RUN 3 /5" 'NIGH BEAD OF CAULK BEHIND AND ALONG SILL PAN AT BACK DAM. SET WINDOW 50 INSIDE FACE AT SILL PAN SEALS AGAINST CAULK) 12 „ WINDOW WRAP STEP 2 Nor ro SCALE Nor 7O ,SCALE WINDOW WRAF STEP 7 SHEATHING PER STRUCTURAL (TYP.) 1. POSITION 6" INCI-4 MN. LENGTHS OF FLEXIBLE ADHESIVE FLASHING TAPE INTO WINDOW RD. CORNER AND W INDO W SILL. POSITION FLEXIBLE ADHESIVE W/O BUBBLES OR CREASES FLASHING TAPE FLUSI -I ONTO ALL SURFACES WINDOW OPENINGS. EXTEND FLEXIBLE ADHESIVE FLASHING TAPE OF 3" INCHES MIN. UPWARDS FROM EXTERIOR CORNER 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 ATTACHED TO SILL PAN IN STEP 1 2. COMPRESS AND WORK SMOOTH INTO PLACE THE FLEXIBLE ADHESIVE FLASHING TAPE BY FIRM PRESSURE. 3. POSITION WINDOW SILL PLASTIC SHIMS AT " INCHES MIN. INTERVALS ON TOP OF ADHESIVE SILL FLASHING OR ACCORDING TO WINDOW MANUFACTURER'S INSTALLATION INSTRUCTIONS. PLACE SHIM BLOCKS TO SUPPORT ALL WINDOW MULLIONS OR JOINING JAMBS EXP 1 st'_ DEC 0 2 2008 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 RD. DO NOT PULL ADHESIVE PROTECTIVE COVER SHEET WHILE POSITIONING SILL FLASHING. EXTEND ADHESIVE SILL FLASHING STRIP 9" INCHES MN. BEYOND BOTH SIDES OF R.O. AND TI-4E 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. CUT SIDES 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 PAN 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. FOR R �IEWED . rCODE COMP APPR purr - 2110% City Of ruMila I. INSTALL CUT PREMANUF. SLOPED SILL PAN INTO WIN 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 1/8 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 11 STEW' WON/ WA TE/?PR ©OF /NG AND CONCEALED FLASNINO DETAILS SCALE NTS • Anammink 0 0 Date 04 -16 -08 w Drawn• w cn Job # • 0803 Revisions. w 0 w 10 10 1804 136th Place NE Ste. 1 Bellevue Washington 98005 425.644.1446 — Fax 644.1921 office@grnsarch.com gmsarch.com Architecture 4 oDesign( Planning Members of the American Institute of Architects C D E G 2 -PIECE SADDLE FLASHING (MIRROR IMAGE SIMILAR) SADDLE FLASH /NG 2. ALL JOINTS TO OVERLAP 4" TO 6" W/ OVERLAP SET IN A BED OF SEALANT. 3. END DAMS ARE REQUIRED WHERE THE FLASHING TERMINATES AT OPENINGS, WINDOWS, WALLS, ETC. STEP I (OF 10) APPLY PEDESTRIAN BASE COAT WATERPROOFING MEMBRANE TO DECK 4 CONTINUE 6 "MIN. UP WALL INSTALL TARGET FLASHING MATERIAL PIECE STEP 3 INSTALL LOWER SADDLE FLASHING PIECE INSTALL UPPER ADDLE FLASHING CE OVER LOWER SADDLE PIECE* STEP 6 INSTALL FASCIA 4 THEN DRIP EDGE FLASHING FUND DECK EDGE OUTE SHEATHING ATE FLUSH EDGE L OVER SADDLE FLASHING STEP S APPLY PEDESTRIAN WATERPROOFING MEMBRANE TO DECK 4 CONTINUE 6" MIN. UP WALL STEP 9 THROUGH WALL FLASHING W/ END DAM WHERE OCCURS STEP 10 LAP PRIMARY W.R.S. OVER WATERPROOFING ELEMENTS AT TOP OF DECK AND LAP UNDER W.RB. TARGET PIECE AT BASE DECK FLASHING FLUSH w/ BUILDING CORNER COND /T /ON 4_ PRIME AND PAINT ALL FLASHING TO MATCH DECK COLOR 5. CONTRACTOR TO PROVIDE SAMPLE FOR APPROVAL. STEP 5 INSTALL CONTINUOUS BASE METAL FLASHING W/ STAGGERED NAIL PATTERN 2" TO 3" O.G. OVER SADDLE FLASHING AND DRIP FLASHING STEP 1 INSTALL REINFORCING FLASHING W/FOLDED DIVERTER END DAM ROUTE INTO PLYWOOD TO FORM FLUSH SURFACE AT DRIP FLASHING FLASH /NG SECT /ON • APPLY SEALANT BETWEEN SADDLE PIECES 4 ENSURE 2" OVERLAP BETWEEN SADDLE PIECES STEP 1 (OF 10) APPLY BASE COAT WATERPROOFING MEMBRANE TO DECK 4 CONTINUE 6" MIN. UP WALL STEP 2 INSTALL TARGET FLASHING PAPER MATERIAL PIECE STEP 3 INSTALL LOWER SADDLE FLASH PIECE STEP 4 INSTALL UPPER SADDLE FLASHING PIECE OVER LOWER SADDLE PIECE* STEP 5 INSTALL CONTINUOUS BASE METAL FLASHING W/ STAGGERED NAIL PATTERN 2" TO 3" O.C. OVER SADDLE FLASHING AND DRIP FLASHING STEP 6 INSTALL FASCIA 4 TI- IEN EDGE FLASHING AROUND DECK EDGE ROUTE SHEATHING TO CREATE FLUSH EDGE INSTALL OVER SADDLE FLASHING STEP S APPLY PEDESTRIAN WATERPROOFING MEMBRANE TO DECK 4 CONTINUE 6" MN. UP' WALL STEP 9 THROUGH WALL FLASHING W/ END DAM WHERE OCCURS STEP 10 LAP PRIMARY W.R.B. OVER WATERPROOFING ELEMENTS AT TOP OF DECK AND LAP UNDER W.RB. TARGET PIECE AT BASE STEP INSTALL DIVERTER IN CORNER W/ WATERPROOFING MATERIAL OR SO i D METAL FLASHING DECK EDGE PERPENDICULAR TO BU /LD /NG PLANE COND /T /ON BUILDING BUILDING DECK EDGE FLUSH W/ BUILDING CORNER DECK EDGE PERPENDICULAR TO BUILDING PLANE WINDOW DETAILS STATE REGISTERED RCHITECT LST I NGTON Revisions: PERMIT CENTEh 10 � 1 0 9 EXISTING EXT. SHEATH'G ONE LAYER WEATHER RESISTIVE BARRIER OVER FLASHING FLANGE NEW EXTERIOR SIDING NEW METAL FLASHING N NEW HEAD FLASHING TAPE EXIST'G 2x TOP PLATES NEW TRIM PER ELEVATION AIR GAP NEW 26 GAUGE HEAD FLASHING SET IN A FULL BEAD OF SEALANT H CI - SCALE: 3 = 1 -0 EXIST'G NAILER "vx ., — EXIST'G GWB EXIST'G HDR NAIL FLASHING ABOVE WINDOW FLANGE EXIST'G OPT. TRIM GWB PER OWNER 1/2" SEALANT JOINT WITH BACKER ROD NEW VINYL WINDOW CAULK JOINT WOOD STOOL AND APRON PER OWNER NEW FLASHING TAPE NOTE: ICr...EL,HJ.t ,�_" Y_ - 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 ?LASHINGS -SLOPE ALL FLASHING AWAY FROM THE BUILDING CONTRACTOR TO VERIFY CONDITION OF EXISTING SHEATHING 4 WALLS AFTER EXISTING SIDING HAS BEEN REMOVED- CONTACT ARCHITECT OF ANY REPAIRS NECESSARY (TYP.) SCALE 3 J —0" 1/2" SEALANT JOINT WITH BACKER ROD EXIST'G GWB SCALE: 3 = 1--0" SHIM NEW WINDOW TO BOTTOM OF ROUGH OPENING FOR LEVELING 4 SUPPORT OPTIONAL SCREEN NEW PRE -GUT SILL PAN NEW METAL CAP W/ DRIP EDGE EMBEDED IN SEALANT OVER WOOD TRIM CUT 2X4 TRIM TO 1 -1/2" x 2" W/ BEVEL TOP TO DRAIN BACKER ROD 4 SEALANT NAILING FIN ATTACHED TO FRAME OF BUILDING NEW TRIM PER ELEVATION SEALANT SILL FLASHING PAPER ONE NEW LAYER WEATHER RESISTIVE BARRIER EXIST'G SHEATHING NEW SIDING TUCK IN ONE NEW LAYER WEATHER RESISTIVE BARRIER UNDER PENETRATION FLASHING NEW PENETRATION FLASHING PAPER NEW SIDING CAULK NEW TRIM PER ELEVATION SLOPED HEAD FLASHING EXTEND TO EDGE OF HORZ. TRIM SLOPED -HEAD FLASHING BUTT TO VERTICAL TRIM 2X6 TRIM PER ELEVATION E DEC 0 2 2008 Where damaged sheathing or framing has sustained substantial moisture damage and is replaced, any insulation with moisture damage shall be replaced and shall require an insulation inspection prior to cover. Sheathing and framing replaced shall require a framing and sheathing nailing inspection prior to finish siding cover. '--R.WIENNED FOR CODE COMPLIANCE APPROVE �11N - 2. MB • I't DSI$ 2X4 TRIM PER ELEVATION 2731 r 0 J 0 J J w co 0 0 a 0 0 0 bJ w 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 Co GMS 2008 0 m 0 0 tal t z -I Cn o0_ 0 ff a0_ j) A ti 2X4 TRIM PER ELEVATION NEW VINYL WINDOWS, TYPICAL <4C) 2X4 TRIM PER ELEVATION .4 2 -PIECE SADDLE FLASHING (MIRROR IMAGE SIMILAR) SADDLE FLASH /NG 2. ALL JOINTS TO OVERLAP 4" TO 6" W/ OVERLAP SET IN A BED OF SEALANT. 3. END DAMS ARE REQUIRED WHERE THE FLASHING TERMINATES AT OPENINGS, WINDOWS, WALLS, ETC. STEP I (OF 10) APPLY PEDESTRIAN BASE COAT WATERPROOFING MEMBRANE TO DECK 4 CONTINUE 6 "MIN. UP WALL INSTALL TARGET FLASHING MATERIAL PIECE STEP 3 INSTALL LOWER SADDLE FLASHING PIECE INSTALL UPPER ADDLE FLASHING CE OVER LOWER SADDLE PIECE* STEP 6 INSTALL FASCIA 4 THEN DRIP EDGE FLASHING FUND DECK EDGE OUTE SHEATHING ATE FLUSH EDGE L OVER SADDLE FLASHING STEP S APPLY PEDESTRIAN WATERPROOFING MEMBRANE TO DECK 4 CONTINUE 6" MIN. UP WALL STEP 9 THROUGH WALL FLASHING W/ END DAM WHERE OCCURS STEP 10 LAP PRIMARY W.R.S. OVER WATERPROOFING ELEMENTS AT TOP OF DECK AND LAP UNDER W.RB. TARGET PIECE AT BASE DECK FLASHING FLUSH w/ BUILDING CORNER COND /T /ON 4_ PRIME AND PAINT ALL FLASHING TO MATCH DECK COLOR 5. CONTRACTOR TO PROVIDE SAMPLE FOR APPROVAL. STEP 5 INSTALL CONTINUOUS BASE METAL FLASHING W/ STAGGERED NAIL PATTERN 2" TO 3" O.G. OVER SADDLE FLASHING AND DRIP FLASHING STEP 1 INSTALL REINFORCING FLASHING W/FOLDED DIVERTER END DAM ROUTE INTO PLYWOOD TO FORM FLUSH SURFACE AT DRIP FLASHING FLASH /NG SECT /ON • APPLY SEALANT BETWEEN SADDLE PIECES 4 ENSURE 2" OVERLAP BETWEEN SADDLE PIECES STEP 1 (OF 10) APPLY BASE COAT WATERPROOFING MEMBRANE TO DECK 4 CONTINUE 6" MIN. UP WALL STEP 2 INSTALL TARGET FLASHING PAPER MATERIAL PIECE STEP 3 INSTALL LOWER SADDLE FLASH PIECE STEP 4 INSTALL UPPER SADDLE FLASHING PIECE OVER LOWER SADDLE PIECE* STEP 5 INSTALL CONTINUOUS BASE METAL FLASHING W/ STAGGERED NAIL PATTERN 2" TO 3" O.C. OVER SADDLE FLASHING AND DRIP FLASHING STEP 6 INSTALL FASCIA 4 TI- IEN EDGE FLASHING AROUND DECK EDGE ROUTE SHEATHING TO CREATE FLUSH EDGE INSTALL OVER SADDLE FLASHING STEP S APPLY PEDESTRIAN WATERPROOFING MEMBRANE TO DECK 4 CONTINUE 6" MN. UP' WALL STEP 9 THROUGH WALL FLASHING W/ END DAM WHERE OCCURS STEP 10 LAP PRIMARY W.R.B. OVER WATERPROOFING ELEMENTS AT TOP OF DECK AND LAP UNDER W.RB. TARGET PIECE AT BASE STEP INSTALL DIVERTER IN CORNER W/ WATERPROOFING MATERIAL OR SO i D METAL FLASHING DECK EDGE PERPENDICULAR TO BU /LD /NG PLANE COND /T /ON BUILDING BUILDING DECK EDGE FLUSH W/ BUILDING CORNER DECK EDGE PERPENDICULAR TO BUILDING PLANE WINDOW DETAILS STATE REGISTERED RCHITECT LST I NGTON Revisions: PERMIT CENTEh 10 � 1 0 9 EXISTING EXT. SHEATH'G ONE LAYER WEATHER RESISTIVE BARRIER OVER FLASHING FLANGE NEW EXTERIOR SIDING NEW METAL FLASHING N NEW HEAD FLASHING TAPE EXIST'G 2x TOP PLATES NEW TRIM PER ELEVATION AIR GAP NEW 26 GAUGE HEAD FLASHING SET IN A FULL BEAD OF SEALANT H CI - SCALE: 3 = 1 -0 EXIST'G NAILER "vx ., — EXIST'G GWB EXIST'G HDR NAIL FLASHING ABOVE WINDOW FLANGE EXIST'G OPT. TRIM GWB PER OWNER 1/2" SEALANT JOINT WITH BACKER ROD NEW VINYL WINDOW CAULK JOINT WOOD STOOL AND APRON PER OWNER NEW FLASHING TAPE NOTE: ICr...EL,HJ.t ,�_" Y_ - 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 ?LASHINGS -SLOPE ALL FLASHING AWAY FROM THE BUILDING CONTRACTOR TO VERIFY CONDITION OF EXISTING SHEATHING 4 WALLS AFTER EXISTING SIDING HAS BEEN REMOVED- CONTACT ARCHITECT OF ANY REPAIRS NECESSARY (TYP.) SCALE 3 J —0" 1/2" SEALANT JOINT WITH BACKER ROD EXIST'G GWB SCALE: 3 = 1--0" SHIM NEW WINDOW TO BOTTOM OF ROUGH OPENING FOR LEVELING 4 SUPPORT OPTIONAL SCREEN NEW PRE -GUT SILL PAN NEW METAL CAP W/ DRIP EDGE EMBEDED IN SEALANT OVER WOOD TRIM CUT 2X4 TRIM TO 1 -1/2" x 2" W/ BEVEL TOP TO DRAIN BACKER ROD 4 SEALANT NAILING FIN ATTACHED TO FRAME OF BUILDING NEW TRIM PER ELEVATION SEALANT SILL FLASHING PAPER ONE NEW LAYER WEATHER RESISTIVE BARRIER EXIST'G SHEATHING NEW SIDING TUCK IN ONE NEW LAYER WEATHER RESISTIVE BARRIER UNDER PENETRATION FLASHING NEW PENETRATION FLASHING PAPER NEW SIDING CAULK NEW TRIM PER ELEVATION SLOPED HEAD FLASHING EXTEND TO EDGE OF HORZ. TRIM SLOPED -HEAD FLASHING BUTT TO VERTICAL TRIM 2X6 TRIM PER ELEVATION E DEC 0 2 2008 Where damaged sheathing or framing has sustained substantial moisture damage and is replaced, any insulation with moisture damage shall be replaced and shall require an insulation inspection prior to cover. Sheathing and framing replaced shall require a framing and sheathing nailing inspection prior to finish siding cover. '--R.WIENNED FOR CODE COMPLIANCE APPROVE �11N - 2. MB • I't DSI$ 2X4 TRIM PER ELEVATION 2731 r 0 J 0 J J w co 0 0 a 0 0 0 bJ w 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 Co GMS 2008 0 m 0 0 tal t z -I Cn o0_ 0 ff a0_ j) A ISOMETRIC. SIDING PANEL 'Z' METAL • PANEL JOINTS HORIZON TA L WALL FL A S/-/ 'G = STEP 1 NEW WINDOW OR DOOR -HEAD CASING, WATER TABLE OR OTHER HORIZONTAL TRIM JOINT SETNEEN DISSIMILAR MATERIALS HORIZONTAL WALL FLASH'G NEW WEATHER RESISTIVE BARRIER OVER FLASHING AS WELL AS BEHIND NEW FLASHING OVER SEALANT OUT0127_EO13LIER WEATHER RESISTIVE BARRIER OVER u , FLASHING AS WELL AS BEHIND FLASHING OVER SEALANT ATER TABL OR OTHER HORIZONTAL TRIM 11112E CORNER NEW SIDING CONTINUOUS HORIZONTAL 'Z' FLASHING W/ 2" (MN) OVERLAPS e JOINT -SLOPE To EXTERIOR- NEW SIDING NEW WEATHER RESISTIVE BARRIER CONTINUOUS UNDER I- IORIZONTAL SIDING JOINT 5INEATINING (OR STUD WALL FOR SINGLE -WALL CONSTRUCTION) CONTINUOUS WEATHER RESISTIVE BARRIER 'Z' METAL FLASHING -NEW SIDING CONTINUOUS HORIZONTAL FLASHING W/ DRIP k 2" (MN) OVERLAPS 9 JOINT -SLOPE TO EXTERIOR - BEVEL (OPTIONAL) FOR BEST DRAINAGE NEW WEATHER RESISTIVE BARRIER CONTINUOUS OVER FLASHING AS WELL AS BEHIND WATER TABLE OR OTHER HORIZONTAL TRIM HORIZONTAL WALL F L A SI-IG STET' 2 gitEra HORIZONTAL WA L L FL A SH 'G 3 "= 1' O" , • „ _ 3 „ =1 , 0 ,. D .4 E AIR SPACE OFF FLASHING i rLASHINN DRIP V STEP 1 STEP 2 STEP 3 SLOp TO Ek T�RIoR DOOR HEAD FL A SH'G J "— 1 --- -y FLASHING 2e) GA. NEW SIDING EXT. GIEATHING FLASHING PAPER HEAD METAL FLASHING SLOPE TO EXTERIOR SIDING HEAD TRIM WARS. HEAD FLASHING DOOR TRIM ROUGH OPENING WRAP VENT PIPE BEAD OF ROOF CEMENT 4 SHINGLE CUT TO FIT OVER PIPE UNDERLAYMENT 1111 741110 6 4 q VENT PIPE PREFORMED FLANGE PLACE (INSTALLED PER MANUF SPECS) OVER PIPE AND SET 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 APPL /CA T/ON OF SHINGLES AROUND PIPE FLASH /NG N. T.S. CORNER FLASHING DECKING PER PLAN NOT USED E 0 NEW WINDOW OR DOOR TRIM PLAN �GTION u WALL TO ROOF O2E 1 I TRESHOLD PER L/ MANUFACTURER CONTRACTOR TO VERIFY CONDITION OF EXISTING SHEATHING 4 WALLS AFTER EXISTING SIDING HAS BEEN REMOVED- CONTACT ARCHITECT OF ANY REPAIRS NECESSARY (TYR) NOTE: THE BOTTOM EDGE OF TI-IE WALL FINISH IS MORE LIKELY TO GET WET THAN THE TOP. ALLOW WATER TO FALL FROM THE BOTTOM EDGE OF THE WALL FINISH IN A WAY THAT AVOIDS CAPILLARY ACTION. EXTERIOR WALL FINISHES • IZOTTOM EDGE C EXTER /OR WALL F /N /SHES CLEARANCES 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. DOOR SILL PAN (7) (AT UPPER FLOOR DECK) y 0 CAULK NEW SIDING A SECOND BEAD OF CAULK MAY BE USEFUL m OUTER EDGE IF SIDING IS TO BE PAINTED. EXTERIOR WALL FINISHES • VERTICAL EDGES WALL TO PORCH, DECKS, PATHS, STEPS OR DRIVEWAYS WALL STRUCTURE W.R.B. CONTINUOUS BEHIND SIDING 4 VERTICAL TRIM EXTERIOR WALL FINISHES 26 GA. PAN FLASH'G (SILL PAN 4 DOOR ASSEMBLY MUST BE SEALED 6 BACK DAM) SEE DETAIL 2-Al 1)i" LT WT CONC. CARPET/ PAD OR PER PLAN 3UEFLOOR DXIST'G FLASHING TYP. FLR CONST. MN. DISTANCE ABOVE HORIZ. SURFACE PER 'JAMESHARDIE' INSTALLATION SPECIFICATIONS /POCKET FL ASH /NG g DOGR /S/AI. gs CONC. ENTR Y N. TS. 0 SOLDERED PAN FITS IN DOOR ROUGH OPENING (USE NO FASTENERS THROUGH PAN) L, INTERIOR FLANGE COORDINATES W/ SILL 4 FINISH FLOOR BOTTOM FLANGE OF PAN LAPS SHEATHING 4 DOOR WRAP VARIES W/ TYPE OF DOOR SILL/ THRESHOLD at2JAM1 4 SOLE PLATE A NOTE: FINISH ALL EDGES OF EXTERIOR DOORS TO PREVENT SWELLING •fr ■ HEADER PER STRL. SHEATHING WRAPPED W/ WEATHER RESISTIVE BARRIER NEW SIDING PER ELEV. NEW METAL FLASHING NEW TRIM ATTACHES TO EXTERIOR FRAME OF BUILDING, 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 W/ DRIP PORCH Z 4 IL W IL SHEATHING DOOR SILL PAN FRAME DOOR JAMB DOOR OPENING Ix THRESHOLD DOOR SILL RAN N. T.S. • il EXTERIOR SWINGING DOORS 267 GA. PAN FLSH'G W /END DAM DRY SET SIDE J,411 DOOR SILL PAN REVIEWED FOR CODE COMPLIANCE APPROVED City Of Tukwila B . L.: ► YO —4" SLAB ON GRADE EX JUN M 2 2008 DEC 0 2 2005 3/S" NOTE: MOISTURE BARRIER (NOT SHOWN FOR CLARITY WRAPS OVER SIDE JAMB SIDES OF SILL PAN ADD SHIM 4 SCREW JAMB TO FRAMING BEHIND HINGES OF DOOR. NEW TRIM ATTACHED FIRMLY TO FRAMING RABBETED JAMB SIZED TO WIDTH OF WALL (FRAMING + SHEATHING + INTERIOR FINISH) EDGE OF SILL BELOW TRIM PER ELEV. 0 J 0 J J w co 0 Z 0 m 1=1 z o C o o E t ■ ci co z ;ffiz ca 1 ‹ C cc co J a Lim 10 10 1804 136th Place NE Ste. 1 Bellevue Washington 98005 . 425.644.1446 — Fax 644.1921 office @gmsarch.com U- 0 0 Architecture +Design+ Planning Members of the American Institute of Architects Date 04 - 16 - Drawn. Job # • Og303 Revisions. /1 ❑[ #) Q 4) lrlt rye i le iL1jtjA0 JERMIT CENTER C D E NEW WATER RESISTIVE BARRIER NEW FLASHING EXIST'G GRADE VERIFY BELLY BAND SCALE N.T.S. NEW SIDING 60 MIN. W.R.B. TO OVERLAP EACH CORNER SIDE 12 IN MIN. 2X6 WOOD CORNER TRIM BUTT TO SIDING CAULK 4 SEAL JOINTS EXTERIOR BUILD /NG CORNERS N.T.S. CAULK TYP. EX /ST'G EXT. WALL DO NOT CAULK NEW CONTINUOUS HORIZONTAL 'Z' FLASHING NEW 2X BELLY BAND TRIM PER ELEVATION NEW WEATHER RESISTIVE BARRIER NEW SIDING TYP.: CONTRACTOR TO VERIFY CONDITION OF ALL EXTERIOR WALLS FOR WATER DAMAGE OR DRYROT (CONTACT ARCHITECT IF REPAIRS REQUIRED) EXIST'G 2X6 PT PLATE (VERIFY CONDITION) EXIST'G 2X4 TREATED WOOD EXIST'G 4" CONC. SLAB TYP. EX /ST'G EXT. WALL EXIST'C RIM JOINT 4 BAC■UP B tICEs PRIVACY WALL DECK SCALE N.T.S. EXISTING DOOR TRACK AND HARDWARE LAP ALL WATHER RESISTIVE BARRIER PER MANUFACTURER'S SPECIFICATIONS EXISTING DOOR TRACK AND HARDWARE EXISTING HEADER EXISTING STOP EXISTING HEAD TRIM PAINTED EXISTING OVERHEAD GARAGE DOOR PAINTED FINISH EXISTING ND_ STUDS EXISTING OVERHEAD GARAGE DOOR EXISTING STOP • SEALANT NEW TRIM PER ELEV. SEALANT NEW SIDING NEW METAL WALL FLASHING EXISTING DECK SYSTEM EXIST'G DECK JOISTS/ LEDGER 4 HANGER EXIST'G SOFFIT TO REMAIN CONTRACTOR TO REPAIR IF NECESSARY- PREP. FOR NEW PAINT (TYP.) EXISTING JAMB TRIM EXISTING KING STUDS 4 TRIMMER STUDS EXISTING SHEATHING NEW WEATHER RESISTIVE BARRIER NEW SIDING NEW SIDING NEW WEATHER RESISTIVE BARRIER EXISTING SHEATHING KEY BLOCK NEW 26 GAUGE 6 IN HEAD FLASHING W/ DRIP EDGE, SET IN A FULL BEAD OF SEALANT SLOPE TO DRAIN NEW HEAD FLASHING PAPER NEW PAINTED TRIM PER ELEVATION CAULK END DAM (FULL DEPTH) m NEW 26 GAUGE HEAD FLASHING W/ DRIP EDGE, SET IN A FULL BEAD OF SEALANT SLOPE TO DRAIN EXISTING JAMB TRIM MECH. VENT THROUGH WALL SCALE: N.T.S. STEP 5 STEF 4 FACE OF EXISTING 5HEATHING TARGET FLASHING NEW SIDING NEW 9" FLASHING TAPE SEALANT JOINT NEW SEALED VENT PENETRATION TO AVOID BACK PRESSURE LEAK INTO WALL ASSEMBLY INSTALL NEW PLASTIC FLANGED VENT PER MANUFACTURE'S SPECIFICATIONS SEALANT JOINT TUCK PRIMARY W.R.B. FROM BELOW UNDER TARGET FLASHING NEW SIDING 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/ON ASSEAIBL Y SCALE. N.T.S. 3. INSTALL NEW FLANGED VENT PER MANUFACTURER'S SPECIFICATIONS STEP 3 STEP 2 TARGET FLASHING MATERIAL SEALANT JOINT NEW ELECT. SOX DOWNLEG NEW 9" FLASHING TAPE (TOP 4 SIDES OF BOX) INSTALL NEW ELECTRICAL BOX PER MANUFACTURE'S SPECIFICATIONS W.R.B. PIECE LINER, EXTEND MIN_ 9" PAST ROUGH 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.R.B. LINER - ABOVE, BELOW 4 SIDES. 1. INSTALL TARGET FLASHING PIECE OVER HOLE. (9" PAST ROUGH OPENING e ALL SIDES) 2. TRIM FOR OPENING STEP 1 FACE OF EXISTING SHEATHING TARGET FLASHING MATERIAL NEW SIDING NEW 9 IN. FLASHING TAPE NEW 26 GAUGE METAL FLASHING WITH END DAMS SET IN FULL BED OF SEALANT NEW 1x P.T. TRIM NEW PIPE PENETRATION NEW POLYETHYLENE WEATHERPROOF PLUMBING FLASHING PANEL SEALANT TUCK W.R.B. FROM BELOW UNDER TARGET FLASHING NEW SIDING CONTRACTOR TO VERIFY CONDITION OF EXISTING SHEATHING 4 WALLS AFTER EXISTING SIDING HAS SEEN REMOVED- CONTACT ARCHITECT OF ANY REPAIRS NECESSARY (TYP.) PIPE TH R O U GH WALL SCALE N.T.S. CONTRACTOR TO VERIFY CONDITION OF EXISTING S1-1EAT1 -4ING 4 WALLS AFTER EXISTING SIDING 1-IAS BEEN RE1" IOVED- CONTACT ARci- IITECT OF ANY 2EPAIfiz5 NECESSARY (TYF.) DEC 0 2 2008 10 10 1804 136th Place NE Ste. 1 Bellevue - Yashington 98005 425.644.1446 — Fax 644.1921 office@gmsarch.com gmsarch.com Architecture + Design.t Planning Members of the American Institute of Architects Date 04-16-08 Drawn' Job # - O5m3 Revisions. APR 2 8 2008 -- r-nnrr (■CA►TEI- t1 61911111I1 •engts 4 C D E NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED MTL. FLASHING DIVERTER FLASHING AT ENDS DF ROOF EXIST'G_ 1" MN. GAP TNN S FASCIA AND ROOF 1" MIN. GAP AT SOFFIT TO RO "I 'AZ_ 10 NOT USED 10 CONTRACTOR TO VERIFY CONDITION OF EXISTING SHEATHING 4 WALLS AFTER EXISTING SIDING HAS BEEN REMOVED- CONTACT ARCHITECT OF ANY REPAIRS NECESSARY (TYP.) NOT USED NEW STEP FLASHING LAP OVER KICKOUT FLAHING MN. OF 3 IN. FASCIA TO ROOF INTERFACE N.T.S. FLASH/NG AT SHED f7'OOF /W4LL NEW KICKOUT' FLASHING EXIST'G WALL SHEATHING SELF - ADHERING MEMBRANE - .. 7<ickouT' FLA SH /NG AT ROOF WALL WHERE ROOF INTERSECTS A SIDE WALL • C R E COMPLIANCE FOR CODE APPROVED JUN - 2 MB City Of Tukwila B ILD DWI .Z N EXIST'G DRIP EDGE FLASHING D I VERTER FLASHING UNDER BLDG PAPER AT ROOF TO WALL INSTALL SIDING N. T. TO PREVENT WATER FROM DUMPING BEHIND THE SIDING AND THE END OF THE ROOF INTERSECTION, INSTALL A KICKOUT' OF SUFFICIENT LENGTH AND ANGLE WHERE THE ROOF TERMINATES TO DIRECT WATER RUNNING DOWN THE ROOF INTO DOWNSPOUT AND AWAY FROM THE SIDING. NEW WEATHER • RE VE S BAR #t li 10 - EXIST'G ROOF SHEATHING EXIST'G ROOF SHINGLES EXIST'G ROOF UNDERLAYMENT EXIST'G FASCIA BOARD N.T.S. STEP 2 INSTALL WEATHER RESISTANT BARRIER 5T�P 1 INSTALL TARGET FLASHING PAPER MATERIAL PIECE 1804 136th Place NE Ste. 1 Bellevue Washington 98005 425.644.1446 — Fax 644.1921 office ® gm sarch. c om Architecture 4 Design 4 Planning Members of the American Institute of Architects Date- O4 -16 -08 Drawn- Job 0803 Revisions- RFCRUFF Ann n0 onnn 4 ae Ajjuiv PERMIT CENTS' s C D