Loading...
HomeMy WebLinkAboutPermit D08-228 - HEATHERWOOD APARTMENTS - BUILDING D - IMPROVEMENTHEATHERWOOD APTS BLDG D 5861 S 152 ST D08 -228 Parcel No.: Address: Suite No: Owner: Name: Address: Phone: 5861 S 152 ST TUKW Tenant: Name: HEATHERWOOD APTS - BLDG D Address: 5861 S 152 ST , TUKWILA WA CityOf 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: 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 doc: IBC -10/06 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 - 228 Issue Date: 06/05/2008 Permit Expires On: 01/13/2009 Expiration Date: 06/05/2010 DESCRIPTION OF WORK: EXTERIOR UPGRADE TO INCLUDE VINYL SIDING REMOVAL, REPLACE WITH HARDIE LAP SIDING, REPAIR BUILDING ENVELOPE FAILURES, REPLACE WINDOWS AND DOORS, REPLACE DRY ROT ON BALCONY GUARDRAILS, LANDSCAPING, MONUMENT SIGN, ADD SECURITY DRIVE GATE, REPLACE EXTERIOR LIGHT FIXTURES Value of Construction: $380,000.00 Fees Collected: $5,426.40 Type of Fire Protection: SPRONKLERS International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: 0021 D08 -228 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: City oil/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 N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. 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 Laz11c Permit Center Authorized Signature: Permit Number: D08 -228 Issue Date: 06/05/2008 Permit Expires On: 01/13/2009 Date: U 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 development pe / Signa =. �r� Date: 11 5 ' (a6r - Print Name: /� 0 ,1t ) 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 -228 Printed: 11 -03 -2008 Parcel No.: Address: Suite No: Tenant: Name: HEATHERWOOD APTS - BLDG D Address: 5861 S 152 ST , TUKWILA WA Owner: Name: Address: Phone: doc: IBC - 10/06 5861 S 152 ST TUKW CitAf Tukwila Contractor: Name: ALLIANCE RESTORATION SCVS INC Address: 8583 154 AV NE , REDMOND WA 98052 Phone: 425 882 -7930 Contractor License No: ALLIARSJ87LP 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 -228 Issue Date: 06/05/2008 Permit Expires On: 01/13/2009 Expiration Date: 06/18/2010 DESCRIPTION OF WORK: EXTERIOR UPGRADE TO INCLUDE VINYL SIDING REMOVAL, REPLACE WITH HARDIE LAP SIDING, REPAIR BUILDING ENVELOPE FAILURES, REPLACE WINDOWS AND DOORS, REPLACE DRY ROT ON BALCONY GUARDRAILS, LANDSCAPING, MONUMENT SIGN, ADD SECURITY DRIVE GATE, REPLACE EXTERIOR LIGHT FIXTURES Value of Construction: $380,000.00 Fees Collected: $5,426.40 Type of Fire Protection: SPRONKLERS International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: 0021 * *continued on next page ** D08 -228 Printed: 10 -09 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: Signature: Print Name: City di/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 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 • erform- ;,y• ed to sign and obtain this development permit. Permit Number: D08 -228 Issue Date: 06/05/2008 Permit Expires On: 01/13/2009 ) - AL M Date: to` (% Date: / ' - & r 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 -228 Printed: 10 - - 2008 Parcel No.: Address: Suite No: 5861 S 152 ST TUKW Tenant: Name: HEATHERWOOD APTS - BLDG D Address: 5861 S 152 ST , TUKWILA WA Owner: Name: Address: Phone: doc: IBC -10/06 Cityabf Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: htip: / /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 * *continued on next page ** Permit Number: D08 -228 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, REPLACE WITH HARDIE LAP SIDING, REPAIR BUILDING ENVELOPE FAILURES, REPLACE WINDOWS AND DOORS, REPLACE DRY ROT ON BALCONY GUARDRAILS, LANDSCAPING, MONUMENT SIGN, ADD SECURITY DRIVE GATE, REPLACE EXTERIOR LIGHT FIXTURES Value of Construction: $380,000.00 Fees Collected: $5,426.40 Type of Fire Protection: SPRONKLERS International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: 0021 D08 -228 Printed: 06 -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 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: Date: governing this work will be complied doc: IBC - 10/06 , whether specified herein or not. Permit Number: D08 - 228 Issue Date: 06/05/2008 Permit Expires On: 12/02/2008 cuA lo . ct I hereby certify that I have read and =may' ed this permit and know the same to be true and correct. All provisions of law and ordinances 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 t of work. I am authorized to sign and obtain this development permit. Signature: %�!(2(.C? � 1./,C J /lGp 2-C6 Date: ' i2 Print Name: A? fl, l 177,( S 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 -228 Printed: 06-05 -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 D PERMIT CONDITIONS Permit Number: D08 -228 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 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. 5: All wood to remain in placed concrete shall be treated wood. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 8: 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. 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: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 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: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) doc: Cond -10/06 D08 -228 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 15: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 16: 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)) 17: Each circuit breaker shall be legibly marked to indicate its purpose. (NEC 110 -22) 18: 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) 19: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 20: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 21: 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) 22: Portable fire extinguishers complying with Section 906 of the International Fire Code shall be provided for spraying areas in accordance with the requirements for an extra (high) hazard occupancy. (IFC 1504.6.4 and Table 906.3(2) 23: 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) 24: 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) 25: 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) 26: 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) 27: 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) 28: 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) 29: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #2050) doc: Cond -10/06 D08 -228 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 30: 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) 31: 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) 32: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 33: Maximum grade for all projects is 15 %. 34: 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 "Security Drive Gate". 35: 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. 36: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 37: 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. 38: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 39: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 40: 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 -228 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 D08 -228 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 D PERMIT CONDITIONS Permit Number: D08 -228 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 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. 5: All wood to remain in placed concrete shall be treated wood. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 8: 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. 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: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 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: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) doc: Cond -10/06 D08 -228 Printed: 06 -05 -2008 a • 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 15: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 16: 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)) 17: Each circuit breaker shall be legibly marked to indicate its purpose. (NEC 110 -22) 18: 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) 19: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 20: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 21: 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) 22: Portable fire extinguishers complying with Section 906 of the International Fire Code shall be provided for spraying areas in accordance with the requirements for an extra (high) hazard occupancy. (IFC 1504.6.4 and Table 906.3(2) 23: 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) 24: 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) 25: 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) 26: 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) 27: 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) 28: 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) 29: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #2050) doc: Cond -10/06 D08 -228 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: htql://www.ci.tukwila.wa.us 30: 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) 31: 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) 32: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 33: Maximum grade for all projects is 15 %. 34: 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 "Security Drive Gate". 35: 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. 36: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 37: 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. 38: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 39: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 40: 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 -228 Printed: 06-05 -2008 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: 4,0Af irM/I.c62 Print Name: /1'i1 / ,( Ai/di o • 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 doc: Cond -10/06 D08 -228 Date: U/ /c /OF ordinances governing or local laws regulating Printed: 06-05 -2008 SITE LOCATION 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 CONTACT PERSON - who do we contact when your permit is ready to be issued GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: N) A Mailing Address: N /4 Contact Person: NI ( A E -Mail Address: N/A Q'\Apphtations \Forms- Apphcanons On Lme\3 -2006 - Permit Application.doc Revised' 9 - 2006 bh n • Building Permit No. bo g - Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (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 ** King Co Assessor's Tax No.: I I S --- 4 - c . 0 0 3 i C� Site Address: S iko I _S . I S,. "d _kre.f t - 81 (kq [) Suite Number: Floor: Tenant Name: 711 K .t l t \CA Rye., I f,, LC( J New Tenant: ❑ Yes E :.No Property Owners Name: Rik( 0; 1 q Rrc II`! ( t.t ( , Mailing Address: 010 in tS&,'! A1(C. NE. 1 Sul-( Iot7 e lit ,vuc i WA ( MO" city / State Zip Name: K ip R\ c hair)! S Day Telephone: 0-WS) L i c (o L IT() Mailing Address: I I Sr) I I gl u n Ave . N' 4 SU i k A Oe' , INOO�,�i n u l l I C I oa goo 1 City J State Zip E -Mail Address: kc T i C... i GS @ \I C- (; ZOY) . nG f" Fax Number: ( .4-s, � Company Name: 111+12 ,CiO - (nn St(t 1 Lei Q tY1 S e,Y' i t (Ps I Yl C . Mailing Address: NCO I Iy9' UC_. NL � Svi Q WnF iYlut'I�t �J 4 G I�07�.� ;� City / State Zip t� Contact Person: � 1 �{e 711 Day Telephone: ( L{ Trol - Co 4 E -Mail Address: itlte.(;n( fStIUGf ion set VitcS Ve( ;znn ,Y1Cf" Fax Number: lyd.SJLi"r} -(p er Contractor Registration Number: INTO R CS 4LI N G Expiration Date: '/ 7 ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: 6-MS Arc,h■Ieci - Ixa l ri-60i A Mailing Address: IM--1 I Y.o f - PI. N t sti +-c ( a e l l r v c}C W 4 9t00- dry State Zip Contact Person: R is fc. r rill I S tin wN Day Telephone: l L id-SJ (a "1 4 —114 y (,, E -Mail Address: (7ffi t_CO 0 m n ((.fn. Cn W\ ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Fax Number: ( Co d 1 L l - 14 d City State Day Telephone: N /' Fax Number: /A Zip Page 1 of 6 BUILDING PERMIT INFORMATION — 206- 431 -3670 u Valuation of Project (contractor's bid price): $ ' ' Scope of Work (please provide detailed information): t' t ((r)( J •A 1 •_ i'• •1 It id U»( ■r)Ow 0106 (S re9lac.e C � - Q slot') Qdcl sec( r; I• d(Nc a�-c (r ylate -tXkkrnr ItSht R,rf ✓mss Will there be new rack storage? ❑ Yes Q \Applicanons\Forms- Appbcanons On Lane U -2006 - Permit Application doc Rev,sed: 9 -2006 bh rr..No Provide All Building Areas in Square Footage Below • Existing Building Valuation: $ 1.(ac,Lc -k) incl ✓dam Vinyl slpA in t • pQ:d' tmacf(l9f i tv/Y.S 7(pI4Ce , c_. If yes, a separate permit and plan submittal will be required. PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: * Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: lS 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 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. Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I Floor I 1, I d Lunnci F✓nmc tar`nr.I FG Th-e f t bc From e inuJf;- &4 I'4 ll t` 'ki/ii i / AO — kW i i f. rd 2 Floor 1 }a 3`d Floor Liil7l d■ Floors thru / Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport i aoo Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION — 206- 431 -3670 u Valuation of Project (contractor's bid price): $ ' ' Scope of Work (please provide detailed information): t' t ((r)( J •A 1 •_ i'• •1 It id U»( ■r)Ow 0106 (S re9lac.e C � - Q slot') Qdcl sec( r; I• d(Nc a�-c (r ylate -tXkkrnr ItSht R,rf ✓mss Will there be new rack storage? ❑ Yes Q \Applicanons\Forms- Appbcanons On Lane U -2006 - Permit Application doc Rev,sed: 9 -2006 bh rr..No Provide All Building Areas in Square Footage Below • Existing Building Valuation: $ 1.(ac,Lc -k) incl ✓dam Vinyl slpA in t • pQ:d' tmacf(l9f i tv/Y.S 7(pI4Ce , c_. If yes, a separate permit and plan submittal will be required. PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: * Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: lS 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 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. 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 OWNS' !'I:iT= : / 1 Signature /% Q.\Apphcations\Forns- Applications On Linel3 -2006 - Permit Apphcation.doc Revised 9 -2006 bh Date: L I M ( -1 /(fir Print Name: 11(1= t r ( Day Telephone: ( f 3 5 !la (., -i � Mailing Address: (qSO 1 r A VC . NE �i�C A-7-o4 1(1k00r1iii vt ll r WA ca (7 City • State Zip Date Application Accepted: Date Application Expires: Staff Initials: �J Page 6 of 6 RECEIPT NO: R08 -01949 Initials: WER User ID: 1655 SET TRANSACTIONS: Set Member Amount v 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 D08 -227 3,290.50 �D0822� 3,290.50 D08 -229 3,290.50 D08 -230 3,290.50 TOTAL: 13,162.00 TRANSACTION LIST: Type Method Description 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 Amount 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 0711 TOTAL 13162.00 • City of Tukwila Parcel No.: Address: 5861 S 152 ST TUKW Suite No: Applicant: HEATHERWOOD APTS - BLDG D Receipt No.: R08 - 01364 Initials: WER User ID: 1655 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 SERVICES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1769 2,135.90 ACCOUNT ITEM LIST: Description doc: Receiot -06 PLAN CHECK - NONRES RECEIPT Account Code Current Pmts 000/345.830 2,135.90 Total: $2,135.90 • Permit Number: D08 -228 Status: PENDING Applied Date: 04/28/2008 Issue Date: Payment Amount: $2,135.90 Payment Date: 04/28/2008 11:40 AM Balance: $3,290.50 1696 04/28 9711 TOTAL 2135.90 Printed: 04 -28 -2008 Project: /9( /h"/400(/ */ J Type of Inspection: F /A Address: 58 6/ 5 1 -f Date Called: Special Instructions: . - Date Wanted: e- / 8 - 6 p.m. Requester: Phone No: X66 -5j, -9 ' INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1)8 ~z, J PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: (' w9 1E /3-, ti4 1 spect • Receipt No.: 'Date: Da_ 8 _ 119 . .0 10 REINSPECTION F REQUI D. Prior to inspection, fee must be " at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Probe ,.•4 1 14-A4A9er / 41 0 Type of Inspection: X/;1/4 / Address: .,3 -' ..5--/- Date Called: Special Instructions: Date Wanted: - 3-- ' 3 _. d5 a.m. esf Requester: P hone No: INSPECTIONI NO. CITY OF TUKWILA BUILDING DIVISION S� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ei Approved per applicable codes. COMMENTS: & e Inspector Receipt No.: INSPECTION RECORD Retain a copy with permit r'- Corrections required prior to approval. d./44, Date: 'Date: PERMIT 0. $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: WO QP A � S t.�., PA I Type I Ipspecti -- (-Ai P ICI. � _.,._ Address : fid 6 IS 2* Date Called: Special Instructions: gU ' 1 I ? � V- Date Wanted: _ G 2.- Z S - O i Crrfi` p.m. Requester: Phone No: 2 ' " 1 —61- Io PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. Approved per applicable codes. , Corrections required prior to approval. 7 COMMENTS: Inspectq : 1 Date: (` . El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: INSPECTION RECORD Retain a copy with permit Date: Project: !4�'A h � r w c x 1 A Type of Ins 'on: � e c t— Amt k.J (., Address: // __ Date Called ( AI( __.1.--Ai. Special Instructions: Date Wanted: a. Requester: Phone No: 2,- —3795 tSS1011a01fFt � INSPECTION RECORD c.__ Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspect: ti -* D a te i (206)431 -3670 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: Project: ne.44.1+4s1v0,9d dpeafd~4.04s Type of Inspection: r Address: S t / 5 1.1 5 Suite #: O1'. 0 Contact Person: Pre -Fire: Special Instructions: Phone No.: • Needs Shift Inspection: Sprinklers: Fire Alarm: Hood &Duct: Monitor: Pre -Fire: Permits: Occupancy Type: It Vi Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 COMMENTS: ce,..).„).44, Inspector: 6 A i 6 ""'' Date: 31).2.1 $80.00 REINSPECTION FEE REQUIRED: You'will receive an invoice from ity of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS Fi correcticins required prior to approval. T.F.D. Form F.P. 113 COMMENTS: J 4 " . 's Type of Inspection: A;i� r..141 k A i ) Address: • S IrGI Suite #: .S /S • Contact Person: Special Instructions: '', Occupancy Type: Phone No.: • ...War: lsv 4?6tee. ar ti i4 J .YY? aw $,¢�i'D J+��1 6 - - .a_ 0 r .s, • Iu! • 3'Szl s• - Sr . ,i,d'' ' .) c►? ... . AC1 s /.rz Sr. Sig) 4 6 ,oak- zz ' • _ 5 /61- Or. 001 1. w - 18 . • P r o j e c t : eta4hcir,.dv J 4 " . 's Type of Inspection: A;i� r..141 k A i ) Address: • S IrGI Suite #: .S /S S r. Contact Person: Special Instructions: '', Occupancy Type: Phone No.: Needs Shift inspection: (v. 'T '' ,.w fgprinklers: Are Alarm: Hood & Duct: . Monitor: Pre- Fire:' • Permits: '', Occupancy Type: a.; SeQ -aG' INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 App roved per applicable codes. CITY OF TUKWILA FIRE DEPARTMENT Inspector: 5 Date: 3 /2. /ce ? Hrs.: • $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 INSPECTION RECORD Retain a copy with permit t.* 178 - 230 ovfr 22. PERMIT NUMBERS Corrections required prior to approval. T.F.D. Form F.P. 113 Project: He. 4 4-11er e ere , ,1p1 • T Type of Inspection: : :. . . Address: S'ie‘ / S S / .5' 5 5T" /3)J C Contact Person: • Special Instructions: P Phone N t Needs Shift In spection: " .` Sprinklers: � ' � w ' '-- Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: - Occupancy Type: v INSPECTION NUMBER 444 Andover Park East, w Tukwila, Wa. 98188 206 - 575 -4407 CITY OF tUKVVILA FIRE DEPARTMENT Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Dok - 22 ✓'rCorrections required prior to approval. COMMENTS: Q'y }l44 J Q /v � zo PERMIT NUMBERS Inspecto 510, _ •, f . Date: 'I Hrs.: 2_ $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Departmept. Call to schedule a reinspection. • Word/Inspection Record Form.Doc ..:..1./,13/06 ,s1 T.F.D. Form F.P. 113 laareabrarsztli v INSPECTION NUMBER 444 Andover Park East, w Tukwila, Wa. 98188 206 - 575 -4407 CITY OF tUKVVILA FIRE DEPARTMENT Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Dok - 22 ✓'rCorrections required prior to approval. COMMENTS: Q'y }l44 J Q /v � zo PERMIT NUMBERS Inspecto 510, _ •, f . Date: 'I Hrs.: 2_ $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Departmept. Call to schedule a reinspection. • Word/Inspection Record Form.Doc ..:..1./,13/06 ,s1 T.F.D. Form F.P. 113 laareabrarsztli 'a April 16, 2008 City of Tukwila r r r•'^?'!rr•ar•+S (• Attn: Community Planning I>epartment,`.Pe __ tt . Conte - C :! C71!"^i ^7;, 6300 South Center Blvd, Suite 100 Tukwila, WA 98188 Re: FILE COPY Permit No. Heatherwood Condominiums Building Envelope Review for EHB 18 5851 S 152 Pl Tukwila, WA 98188 Community Planning Department, Permit Center; 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. LICENSED PROFESSIONAL ENGINEERS BUILDING DIAGNOSTICS INSPECTIONS ENVIRONMENTAL SERVICES MAINTENANCE PLANNING DESIGN • 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 DOS- 218 PIOL1 ENGINEERS 10011 MAIN STREET BOTHELL, WA 98011 425 486 -4000 425 486 -4007 fax 800 945 -4189 (WASHINGTON) REVIEWED FOR CODE COMPLIANCE APPROVED JUN - 2 2008 8 This letter is intended to address the state waterproofing law (EHB1848) regarding building enclosure design and associated details as it relates to Heatherwood Condominiums, located at the above address. 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 • •e• • 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 January 15, 2009 Dave Jensen Remco Deacon 2375 130 Av NE #200 Bellevue, WA 98005 RE: Request for Extensions Development Permit Nos D08 -228, 229, & 230 Heatherwood Apartments, Bldgs D, E, & F Dear Mr. Jensen: This letter is in response to your written request for an extension to Permit Numbers D08 -228, D08 -229, and D08 -230. The Building Official has reviewed your letter and considered your request to extend the above referenced permits. The City of Tukwila Building Division will be extending your permits an additional 180 days from the original date of expiration, through July 12, 2009 as requested. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, er Marshall t Technician City of Tukwila Department of Community Development Jack Pace, Director File: Permit No. D08 -228, 229 & 230 PAPemmit Center\Extension Letters\Permits\2008\D08 -228 Pemit Extension.doc jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 yora1k.4 4 ) 1 2 9 "E4133 111 %13d C1 ct) 110 4 1i i9 soot C r NW Mow. 40 a �.►� (I c�1 v`n 5 —e.-0 N' ---p �� , •^c? -ts tit i �,�-a.� -� �„ ' ' .a3 �-� n r .A -`''7 1 J -' m-l- S r01" , ► - a7"2 , � � � � - 1 � c'o.� — a rrl * fp s 0 ro- A, 1I � 9 a _ r .0 y� r) cx_s n o -7 00.4 A ' ! S , - � aJ a : �, / � 'T t J 4 3 (1 s s NI gin a.l' —V 0 �j ) O - p� - v+ ('` 7 �o Q ✓ � WI v� 1 J 4-d M '7 b oaa n1, 8 - c t- )c O 1, Q ."67 cayY )( '1/c'� �S-v�1 T r'� , vt �- ho- -i' -/O ogi P1:11,07h - 17'1 ' ? S p t" - i 1.O`A,1- 'J.k -L1 7 -c 0- 0 rn_ - f k ' aN 12 -03 -2008 DAVE JENSEN 2375 130 AV NE #200 BELLEVUE WA 98005 RE: Permit No. D08 -228 5861 S 152 ST TUKW Dear Permit Holder: xc: Permit File No. D08 -228 Thank you for your cooperation in this matter. Sincerely, .(AA') i‘6111 r Marshall, Pertf Technician City of Tu 'la Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 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 writini 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 01/13/2009 , your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 ® Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 o 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 O 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! .oni 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• / /(''•\ tame\ XP( ;rnWi.maonP mailFZnn -nn 1 nnl (RFTIZF 1 1R10 1 WIWI nnnnl 11 /nlonnR • 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 ./ori C�i(bert 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. , * * * * * * * * * * * * * * file: / /C:\ Documents %20and %20Settings \j ennifer -m\ Local %20Settings \Temp\XPGrpWis... 10/08/2008 ACTIVITY NUMBER: D08 -228 DATE: 04 -28 -08 PROJECT NAME: HEATHERWOOD APTS - BLDG D SITE ADDRESS: 5861 S 152 ST X Original Plan Submittal - Response to Correction Letter # _ DEPARTMENTS: 6y vision Public Works Complete Comments: Approved Notation: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP t.- --y APPROVALS OR CORRECTIONS: Response to Incomplete Letter # Revision # After Permit Issued hie ,, MU 5' g�v Planning - G ' 2q Fire Prevention Panning Division Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Approved with Conditions d ❑ Permit Coordinator REVIEWER'S INITIALS: DATE: DUE DATE: 04 -29-08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: I31dg ❑ Fire ❑ Ping ❑ PW ❑ Staff initials: TUES/THURS RO TING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: n DUE DATE: 05-27-08 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Name Role Effective Date Expiration Date OLSON, SCOTT J PRESIDENT 11/13/2003 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 LaI 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 Bond Information 0 REMCO - DEACON 4252844040 2375 130TH AVE NE #200 BELLEVUE WA 98005 KING CORPORATION Business Owner Information 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* *973QL • 601908729 ACTIVE REMCO**973QL CONSTRUCTION CONTRACTOR 11/13/2003 6/5/2010 REMCOSIO26P1 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 LaI 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 a 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)etai 1. 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 CB IC 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, Elects 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 4 6K, Ca2p4cRETS 1 .WAL y 4 A-tA,4 XI ST. — col 1 4-11 r 5i t Ajr ?;- •'•?) S t -v. DTL E.:..•E 1.e . . . • 1..,r•C: . . • - ' • • "' 5 C- L P•fi.:7) — 4 - 0 F • , r 7,7 .,••■••=9".. EXIST E X CuR8 3 2 - 41s 33`%371 f,,101z-D4 - • - • • or 76, A //1G "=',AC • A r 7 • / , Z 11 ' ' :14, • „t,1,•'; ' ■;./ ''F • ” ' ...T. 1 t4:;,;•: . .41 v • 60. Li r •••••• •■••,... • '.,•• ,,1•••••.• • • 4.... • • v • • -••••• • rpryigi 'Jr • C: /7z?;- tywly C--7, r j. ji „ x, t 7-4:1 • W:V•71(• r?..71-/-fe'VeFF LPL"' • f' 'Cr*: / / /./c,;., • • ,,,-.4,t:A / ,-.3\ 0 ' 'k) I L ( ril, 71) - e a ° t'l I \ ,P i k \ ,. 10 lo g A i ..\ . _,„-_,,,,, . „7 . -42- ( , • ,...,..+,„,,,, _ • .::.,,,,, L:i1 %_. .,-..=.:-----'.".. • - ' ... -`-'-''';-.=,:••,,.;=.—Z;L:.,......Z.4••---":-.':'"7".4^-:,i, .- • '. ^: ' • - ' ,.•,n•• .--"---'----"- . ii) --, • '''' - - f _.,:...-2------r-__ ..., ____,,.._-______. IT t •_..,_—_,.._,__.... ,-'':, • . • -.._,.-. ._77],o■—,4:-N--.-..,r,... ', , ,177P-71A-:.71," - -- / s -/ :' ( • 2 O\ 0 0 ',® 7,:zpz f re--1 • • • • Vb i/1(( Arc„A< 101(.1_ I 7 ; IT( r,!9..t C 1 077 - ki t (5-.42e (- (IC 1;:" • ( 7O 7 ts e".01,•e tr_r/ t/e71,2 1 G - - 1 51-112c-i& OFTP.5 fa) • 6 t.1)- -; pi_ A diii\& f:777 2/ L A AID -4 L Ittl•- 4/ z=:7 1 ; = 1 'rp 174 ,:7v • occo 7 a C C U A /:-/Cf, `f CO/V X 01% A/0 77 /,/ 4 77 • i\ /7 .•= 2 ( , , , .: \ t' .' ix,_/.11," /, 4 _, t CI. ...Ai / F V, THAT 1 OF SEcTioN 23 , TOtiNsH 1 • v COHNTY ; WASHINGTON AND (.)C •riAcrS 37 • ilACATED STREET LYING BETV1F:Eu , Accom I ft ; OF PLA3S, PAGE 1 17 IN K ING c(.!Lrf Y ; BEGINNING AT A POINT ON THE' SOHTH 89° 1 19 53 EAST .323' FEET FRO( I '111F 0 00 00" EAST '32§_/1 3 Fil:F1' "t111.: „.1 Vl.ffl!r Id DEFINED IN A. 751210:369 FAST, 12 . - 33 HIT TO AN _ENTI I I LIES NOHTFI 1 18° 3) Olt" EAST ,' 1 10 3A;Ib TIMOUGt1 ARC DI STOUT ( CEN'ERLI'IF, OF Sf i e!,"11711,LA ;C.iiiiVE Tr() THE 1.EFI M RADIUS CURVE AN loc oLsTAticf.: iTIE1E.'oN A MEV' • TO T1 IE 1111 I. I .. DISTANCE OF 108 ;fQ A POI NI r1 LINE NORTH 87o. 2p( 09" , 103 . ft • - (DF INTf?,i3-1 1 AN ADD I TICII To ! • . VGI TIE 10 d:r• PLATS,' PAGE .55., in't)to f,1 ,011G FOF: Sr)fiTlf ' [TO ThE EAS•EftLY '111f! !3/1 I .3011111' P.111) ' rVIVSp T( E( 't OF nrt t!?[ IL P $24..1: gi075, 41n6 r -- - - - - - - - - - , - ;;„:.- i , ii i ' ! t : ,, : : - ; I : . e . ...,,, , i ' • ' ki I i ) ' l■ -:' i f ' 'V' :' • ';; B--.,- I • i 1 '. ..' i A' ,.... .■•941 REVIEWE FOR CODE COMPLIANCE APPROVED JUN - 2 2008 Of 111kwila ING DIVISION - r - Permit No. ,11 FILE COPY Do& 22 I 9 ,Pisr review approval Is subject to errors and ctmissions. 'Approval of construction document does not authorize :the Violation of any adopted code or ordlnanc. Receipt o approved Field Copy and colleens is acknowi ed: • By `"/ 6,06 i Date: , 6BULDNG DIVISION , City of Tukwila ii P g i REVISIONS No changes shall be made to the scope of work without prior approval Of Tukwila Building Division. NOTE: Revisions will require a new plan submittal , and may include additional plan revieW fees. 1 . i ' z RECEIV APR 282 PERMIT CE TF i INSTALL WEATHER BARRIER AT HEAD LAP ALL ' RESISTIVE BARRIER PER MANUFACTURER'S SPECIFICATIONS 4' LAP WEATHER BARRIER 4" MINIMUM OYER HEAD FLASHING AND W.R.S. AT JAMBS 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 Ya MIN. TO DRAIN FOLDED, UNBROKEN END DAM �I W//VDOW WRAF STEP 71 NOT TO SCALE I/7 34 I L // W /NDOW WRAP STEP W NOT To SCALE WINDOW HEAD FLASHING SCALE: NTS 10 vEP.IFY 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 WINDOW WRAF STEP 9 NOT To „SCALE LAP ALL WATHER RESISTIVE BARRIER PER MANUFACTURER'S SPEC IF ICATI 0N5 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 I. AT INTERIOR JAMB AND HEAD AIR SEAL PULL PERIMETER OF WINDOW AT INTERFACE OF FLASHING, WINDOW INNER FRAME AND FRAMING. NOT TO 5C4LE L W /NDOW WRAP STEP if NOT TO SCALE WINDOW WRAP STEP 7 i 1 CONTRACTOR TO VERIFY CONDITION OF EXISTING SHEATHING 4 WALLS AFTER EXISTING SIDING HAS BEEN REMIOVED- CONTACT ARCHITECT OF ANY REPAIRS NECESSARY (TYP_) • 0 1 1 n 'I I 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 FLASING' AND SLIGHTLY ABOVE HEAD OF WINDOW. W/NDOW WRAP S TEP 6 NOT TO 5cALE 2. INSTALL FLASHING TAPE ACROSS INNER SIDE OF FLANGE AT HEAD WINDOW. EXTEND PAST FLANGE BY 3 IN. ip) 3. INSTALL 6 IN. FLASHING TAPE IN THE SAME WAY OVER. INNER SIDE OF JAMB FLANGE. FOLD ALONG FLASHING TAPE CREASE LINE. 7 N WWI W INI/C W SHIM SRI ILL PAN II II N V 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 TI-4E REMAINING 9" INCH OF MATERIAL TO HANG LOOSE. NOT TO 5C4L E WINDOW WRAP STEP 5 NOT TO SCALE 12" WINDOW l T AP STEP 4 CONTRACTOR TO VERIFY CONDITION OF EXISTING SI- IE4TI-1ING WALLS AFTER EXISTING SIDING 1-1A5 BEEN REMOVED- CONTACT ,ARCHITECT OF ANY REPAIRS NECESSARY (TYP.) 9" RY • 3 ,, 11 MAKE SURE WINDOW FLANGE IS CLEAN, DRY AND FREE OF PAPER LABELING, TRIM AWAY ANY EXCESS PLASTIC AT CORNER. WELDS. I. INSTALL NAIL FLANGE WINDOW PER MANUF, SPECIFICATIONS (CAULK FLANGE ALONG NAIL HOLES ON TOP _4.:...." AND SIDES, RUN 3/8" INCH BEAD OF CAULK BEHIND AND ALONG SILL PAN AT SACK DAM. SET WINDOW SO INSIDE FACE AT SILL PAN SEALS AGAINST CAULK) 12" NON - ASPHALTIC TAPE 0 1 rl 1 3eA WiNDOW WRAF STEP J NOT TO SCALE 9 ,1 • 311 1 -1/2" WINDOW WRAP STEP 2 NOT TO 5C,4LE WINDOW WRAP STEP 1 NOT TO 5CAL E 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 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 I 2. COMPRESS AND WORK SMOOTH INTO PLACE THE FLEXIBLE ADHESIVE FLASHING TAPE BY FIRM PRESSURE. 3. POSITION WINDOW SILL PLASTIC SHIMS AT 6" INCHES MN, 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 I. ATTACHED BOTTOM OF STICKY ADHESIVE SILL FLASHING TO ONE SIDE OF WINDOW ROUGH OPENING (R.O.) AT FACE OF EXTERIOR SHEATHING FACING INNARD 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. 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. WED R CODE COMP APPRO JUN -2228 Oily ®f Tukwi 1. INSTALL CUT PREMANU F 't N ; D ,:_`; Sx SLOPED SILL PAN INTO " 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 SY NO MORE THAN 1/S INCH. INSURE THAT WINDOW WELDS DO NOT REST UPON SLOPED SILL PAN. SHEATHING PER STRUCTURAL (TYP.) 2. FASTEN EVERY 6 TO S INCHES O.C. WITH 4D PENNY COMMON NAILS ALONG THE REAR NAILING STRIP OF SILL PAN 0o.- 228 NAILING STRIP 11 STS/ /I 0111 JVATERPROOF /N6' AND CONCEALED FLASH /NG DETA / LS SCALE. NTS 0 J a a 0 J J W m 0 h w 0 Q 0 0 r•a F�1 � z o 1::a) ri0 rxel tt � f 3 z� w Q W CIS 111 45 al W E- OL 00 0 0 a0_ (J) Date 0.4 -16 - Drawn. Job a; 0803 Revisions. RECI ' 'I ' FE "iii CE i E 10 8 1 0 0 0 w 1804 136th Place NE Ste. 1 Bellevue Washington 98005 425.644.1446 — Fax 644.1921 office g msarch.com. Architecture +Design *? Planning Members of the American Institute of Architects G 10 FLASH /NG SECT /ON /7..I� 4x ��► �� 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 EXIST'G NAILER EXIST'G GWB EXIST'G HDR NAIL FLASHING ABOVE WINDOW FLANGE WOOD STOOL AND APRON PER OWNER SHIM NEW WINDOW TO BOTTOM OF ROUGH OPENING FOR LEVELING 4 SUPPORT OPTIONAL SCREEN NEW PRE -CUT SILL PAN NEW METAL CAP W/ DRIP EDGE EMBEDED IN SEALANT OVER WOOD TRIM CUT 2X4 TRIM TO I -I/2" x 2" W/ BEVEL TOP TO DRAIN BACKER ROD 4 SEALANT NAILING FIN ATTACHED TO FRAME OF BUILDING REVIEWED FOR CODE COMPLIANCE APPROVED JUN - 2 2008 1804 136th Place NE Ste. 1 Bellevue Washington 98005 425.644.1446 — Fax 644.1921 office (gznsarch.com Architecture +Design*? Planning Members of the American Institute of Architects DECK FLASH /NG FLUSH w/ BU /LD /NG CORNER COND /T /ON DECK FLASH /NG DECK EDGE PERPEND /CULAR TO BU /LD /NG PLANE COND /T /ON WINDOW DETAILS Revisions. 2 -PIECE SADDLE FLASHING (MIRROR IMAGE SIMILAR) NOTES: 1. MATERIAL TO BE 26ga. GALvANIZED SADDLE FLASH /NG 2. ALL JOINTS TO OVERLAP 4" TO 6" W/ OVERLAP SET IN A BED OF SEALANT. 10 3. END DAMS ARE REQUIRED WHERE THE FLASHING TERMINATES AT OPENINGS, WINDOWS, WALLS, ETC. STEP I COF 10) APPLY PEDESTRIAN BASE COAT WATERPROOFING MEMBRANE TO DECK 4 CONTINUE 6 "MIN. UP WALL INSTALL TARGET FLASHING MATERIAL PIECE INSTALL LOWER SADDLE FLASHING PIECE INSTALL UPPER ADDLE FLASHING CE OVER LOWER SADDLE PIECE* INSTALL CONTINUOUS BASE METAL FLASHING W/ STAGGERED NAIL PATTERN 2" TO 3" O.G. OVER SADDLE FLASHING AND DRIP FLASHING STEP 6 INSTALL FASCIA 4 THEN DRIP EDGE FLASHING UND DECK EDGE OUTE SHEATHING ATE FLUSH EDGE L OVER SADDLE FLASHING STEP 7 INSTALL RE INFORCING FLASHING W/FOLDED DIVERTER END DAM ROUTE INTO PLYWOOD TO FORM FLUSH SURFACE AT DRIP FLASHING STEP S APPLY PEDESTRIAN WATERPROOFING MEMBRANE TO DECK 4 CONTINUE It MIN. UP WALL STEP 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.R.B. TARGET PIECE AT BASE 4. PRIME AND PAINT ALL FLASHING TO MATCH DECK COLOR 5. CONTRACTOR TO PROVIDE SAMPLE FOR APPROVAL. N. 7:5. W 0 APPLY SEALANT BETWEEN SADDLE PIECES 4 ENSURE 2" OVERLAP BETWEEN SADDLE PIECES STS 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 THEN DRIP 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" MIN. UP WALL 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 NEW 26 GAUGE HEAD FLASHING SET IN A FULL BEAD OF SEALANT 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 INSTALL LOWER SADDLE FLASH PIECE AIREL,1 INSTALL DIVERTER IN CORNER W/ WATERPROOFING MATERIAL OR SO METAL FLASHING H SCALE: 3 = 1 —O OPT. TRIM PER OWNER 1/2" SEALANT JOINT WITH BACKER_ ROD NEW VINYL WINDOW BUILDING BUILDING NEW FLASHING TAPE NOTE: f:Ie,AL E 48WI C!Z!2 - INSTALL SIDING PER MPG SPECS -DO NOT NAIL TRIM OR FLASHING THROUGH WINDOW FLANGE - REPAIR OR REPLACE WINDOW IF FLANGE BREAKS -CAULK ALL SEAMS, JOINTS 4 CORNERS OF FLASHINGS -SLOPE ALL FLASHING AWAY FROM THE BUILDING CONTRACTOR TO VERIFY CONDITION OP EXISTING SHEATHING 4 WALLS AFTER EXISTING SIDING HAS BEEN REMOVED- CONTACT ARCHITECT OF ANY REPAIRS NECESSARY (TYP.) DECK EDGE FLUSH W/ BUILDING CORNER DECK EDGE PERPENDICULAR TO BUILDING PLANE SCALE: 3 = 1 —0" 1/2" SEALANT JOINT WITH BACKER ROD EXIST'G f GWB NEW TRIM PER ELEVATION SEALANT SILL FLASHING PAPER ONE NEW LAYER WEATHER RESISTIVE BARRIER EXIST'G SHEATHING NEW SIDIN A 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 City Of Tukwila ILD D SI 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. 2X4 TRIM PER ELEVATION m m 0 0 0 N N CO ee I w C D E FLASHING MIN..DECK PLUS 4" IF 2X4 TRIM PER ELEVATION NEW VINYL WINDOWS, TYPICAL v. 2a8 2X4 TRIM PER ELEVATION A 00 8 10 FLASH /NG SECT /ON /7..I� 4x ��► �� 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 EXIST'G NAILER EXIST'G GWB EXIST'G HDR NAIL FLASHING ABOVE WINDOW FLANGE WOOD STOOL AND APRON PER OWNER SHIM NEW WINDOW TO BOTTOM OF ROUGH OPENING FOR LEVELING 4 SUPPORT OPTIONAL SCREEN NEW PRE -CUT SILL PAN NEW METAL CAP W/ DRIP EDGE EMBEDED IN SEALANT OVER WOOD TRIM CUT 2X4 TRIM TO I -I/2" x 2" W/ BEVEL TOP TO DRAIN BACKER ROD 4 SEALANT NAILING FIN ATTACHED TO FRAME OF BUILDING REVIEWED FOR CODE COMPLIANCE APPROVED JUN - 2 2008 1804 136th Place NE Ste. 1 Bellevue Washington 98005 425.644.1446 — Fax 644.1921 office (gznsarch.com Architecture +Design*? Planning Members of the American Institute of Architects DECK FLASH /NG FLUSH w/ BU /LD /NG CORNER COND /T /ON DECK FLASH /NG DECK EDGE PERPEND /CULAR TO BU /LD /NG PLANE COND /T /ON WINDOW DETAILS Revisions. 2 -PIECE SADDLE FLASHING (MIRROR IMAGE SIMILAR) NOTES: 1. MATERIAL TO BE 26ga. GALvANIZED SADDLE FLASH /NG 2. ALL JOINTS TO OVERLAP 4" TO 6" W/ OVERLAP SET IN A BED OF SEALANT. 10 3. END DAMS ARE REQUIRED WHERE THE FLASHING TERMINATES AT OPENINGS, WINDOWS, WALLS, ETC. STEP I COF 10) APPLY PEDESTRIAN BASE COAT WATERPROOFING MEMBRANE TO DECK 4 CONTINUE 6 "MIN. UP WALL INSTALL TARGET FLASHING MATERIAL PIECE INSTALL LOWER SADDLE FLASHING PIECE INSTALL UPPER ADDLE FLASHING CE OVER LOWER SADDLE PIECE* INSTALL CONTINUOUS BASE METAL FLASHING W/ STAGGERED NAIL PATTERN 2" TO 3" O.G. OVER SADDLE FLASHING AND DRIP FLASHING STEP 6 INSTALL FASCIA 4 THEN DRIP EDGE FLASHING UND DECK EDGE OUTE SHEATHING ATE FLUSH EDGE L OVER SADDLE FLASHING STEP 7 INSTALL RE INFORCING FLASHING W/FOLDED DIVERTER END DAM ROUTE INTO PLYWOOD TO FORM FLUSH SURFACE AT DRIP FLASHING STEP S APPLY PEDESTRIAN WATERPROOFING MEMBRANE TO DECK 4 CONTINUE It MIN. UP WALL STEP 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.R.B. TARGET PIECE AT BASE 4. PRIME AND PAINT ALL FLASHING TO MATCH DECK COLOR 5. CONTRACTOR TO PROVIDE SAMPLE FOR APPROVAL. N. 7:5. W 0 APPLY SEALANT BETWEEN SADDLE PIECES 4 ENSURE 2" OVERLAP BETWEEN SADDLE PIECES STS 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 THEN DRIP 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" MIN. UP WALL 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 NEW 26 GAUGE HEAD FLASHING SET IN A FULL BEAD OF SEALANT 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 INSTALL LOWER SADDLE FLASH PIECE AIREL,1 INSTALL DIVERTER IN CORNER W/ WATERPROOFING MATERIAL OR SO METAL FLASHING H SCALE: 3 = 1 —O OPT. TRIM PER OWNER 1/2" SEALANT JOINT WITH BACKER_ ROD NEW VINYL WINDOW BUILDING BUILDING NEW FLASHING TAPE NOTE: f:Ie,AL E 48WI C!Z!2 - INSTALL SIDING PER MPG SPECS -DO NOT NAIL TRIM OR FLASHING THROUGH WINDOW FLANGE - REPAIR OR REPLACE WINDOW IF FLANGE BREAKS -CAULK ALL SEAMS, JOINTS 4 CORNERS OF FLASHINGS -SLOPE ALL FLASHING AWAY FROM THE BUILDING CONTRACTOR TO VERIFY CONDITION OP EXISTING SHEATHING 4 WALLS AFTER EXISTING SIDING HAS BEEN REMOVED- CONTACT ARCHITECT OF ANY REPAIRS NECESSARY (TYP.) DECK EDGE FLUSH W/ BUILDING CORNER DECK EDGE PERPENDICULAR TO BUILDING PLANE SCALE: 3 = 1 —0" 1/2" SEALANT JOINT WITH BACKER ROD EXIST'G f GWB NEW TRIM PER ELEVATION SEALANT SILL FLASHING PAPER ONE NEW LAYER WEATHER RESISTIVE BARRIER EXIST'G SHEATHING NEW SIDIN A 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 City Of Tukwila ILD D SI 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. 2X4 TRIM PER ELEVATION m m 0 0 0 N N CO ee I w C D E FLASHING MIN..DECK PLUS 4" 10 9 8 10 NEW SIDING CONTINUOUS HORIZONTAL 'Z' FLASHING W/ 2" (MIN) OVERLAPS e JOINT - SLOPE TO EXTERIOR- NEW SIDING 'Z' METAL FLASHING SIDING PANEL 'Z' METAL PANEL JOINTS NEW WEATHER RESISTIVE BARRIER CONTINUOUS UNDER HORIZONTAL SIDING JOINT SHEATHING (OR STUD WALL FOR SINGLE -WALL CONSTRUCTION) CONTINUOUS WEATHER RESISTIVE BARRIER NEW SIDING W .RB. HEAD FLASHING DOOR TRIM ROUGH OPENING WRAP EXT. SHEATHING W.R.B. FLASHING PAPER HEAD METAL FLASHING SLOPE TO EXTERIOR SIDING HEAD TRIM COMER FLASHING DECKING PER PLAN TRESHOLD PER MANUFACTURER 2G GA. PAN FLASI-I'G (SILL PAN 4 DOOR ASSEMBLY MUST BE SEALED BACK DAM) L 1UIt SEE DETAIL 2-Al DOOR SILL PAN (AT UPPER FLOOR DECK) CONTRACTOR TO VERIFY CONDITION OF EXISTING SHEATHING 4 WALLS AFTER EXISTING SIDING HAS BEEN REMOVED- CONTACT ARCHITECT OF ANY REPAIRS NECESSARY (TYR) I )z" LT WT CONC. CARPET/ PAD OR PER PLAN SUBFLOOR EXIST'G FLASHING 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 FRAME DOOR JAMB Door SILL FAN 26 GA. PAN FLSH'G 14/END DAM DRY SET —4" SLAB ON GRADE DOOR SILL PAN NOTE: MOISTURE BARRIER (NOT SHOWN FOR CLARITY WRAPS OVER SIDE JAMB SIDES OF SILL PAN POCKET FLASHING ..e DOOR S/ I: '+...' CONC. ENTRY TR Y NEW WINDOW OR DOOR HEAD CASING, WATER TABLE OR OTHER HORIZONTAL TRIM NEW SIDING CONTINUOUS HORIZONTAL FLASHING W/ DRIP 4 2" (MIN) OVERLAPS m JOINT -SLOPE TO EXTERIOR- BEVEL (OPTIONAL) FOR BEST DRAINAGE NEW WEATHER RESISTIVE BARRIER CONTINUOUS OVER FLASHING AS WELL AS BEHIND JOINT 'BETWEEN DISSIMILAR MATERIALS NEW WEATHER RESISTIVE BARRIER OVER FLASHING AS WELL AS BEHIND NEW FLASHING OVER SEALANT CPUTOI . Wig_ WEATHER RESISTIVE BARRIER OVER FLASHING AS WELL AS BEHIND FLASHING OVER SEALANT ATER TABL OR OTHER HORIZONTAL TRIM • STEP 2 VENT PIPE BEAD OF ROOF CEMENT SHINGLE CUT TO FIT OVER PIPE UNDERLAYMENT 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/QN OF SH// GL "S AROUND . PIPE FLASHING NOT USED NOTE: THE BOTTOM EDGE OF THE WALL FINISH 15 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. WALL TO ROOF OR WALL TO PORCH, DECKS, PATHS, STEPS OR DRIVEWAYS EXTERIOR WALL FINISHES COTTON EDGE MN. DISTANCE ABOVE HORIZ. SURFACE PER 'JAMESHARDIE INSTALLATION SPECIFICATIONS 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.RB.) 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. NEW WINDOW OR DOOR TRIM EXTERIOR HALL FINISHES vERTIcAL EDGES CAULK WALL STRUCTURE W.R.B. CONTINUOUS BEHIND SIDING 4 VERTICAL TRIM NEW SIDING A SECOND BEAD OF CAULK MAY BE USEFUL e OUTER EDGE IF SIDING IS TO BE PAINTED. NOTE: FINISH ALL EDGES OF EXTERIOR DOORS TO PREVENT SWELLING SHEATHING WRAPPED W/ WEATHER RESISTIVE BARRIER NEW SIDING PER ELEV. NEW METAL FLASHING NEW TRIM ATTACHES TO EXTERIOR FRAME of BUILDING. RABBETED JAMS BOTTOM RAIL OF DOOR EDGE OF CASING CARPET 4 PAD OR PER PLAN SLAB ON GRADE THRESHOLD PER 7 MANUFACTURER W/ WEATHER STRIP SILL W/ DRIP PORCH ') ) HEAD JAMS 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. EXTERIOR SHIA/GING DOORS Members of the American Institute of Architects REC nl " APR 2 8 Z jud rcruvil 1 3 >- 0 J J W 0 a 1804 136th Place NE Ste. 1 Bellevue Washington 98005 425.644.1446 — Fax 644.1921 office @gmsarch.com Architecture +Design 4' Planning z ' - w 1.L 0(_ 0 0 ot aa_ e ci M 0 or4 ( - 9 rr o cx e�r�e C D E G II 5EL CM'` GRADE WALL CO/VD/770N SCALE. N. T. S. W A AZ A A ___.:„--milii«._ A II fiOk I 2 SELL Y E 1 ND SCALE. N.TS. 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 0_ NEW CONTINUOUS HORIZONTAL 'Z' FLASHING D' /LD /NG CORNERS N.TS. nE: EX /ST'G EXT. WALL DO NOT CAULK NEW 2X BELLY BAND TRIM PER ELEVATION CAULK NEW WEATHER RESISTIVE BARRIER NEW SIDING 12" MIN. TYP. EX /ST'G EXT. WALL 7 EXIST'GRIM JOIST d BAC SUP BLI< EXISTING 2X WALL CONST. PRIVACY WALL DECK SCALE N.T.S. EXISTING DOOR TRACK AND HARDWARE EXISTING G.W.B. LAP ALL WATHER RESISTIVE BARRIER PER MANUFACTURER'S SPECIFICATIONS GARAGE DOOR JAMB SCALE N. T S. EXISTING DOOR TRACK AND HARDWARE EXISTING HEADER EXISTING STOP EXISTING HEAD TRIM PAINTED EXISTING OVERHEAD GARAGE DOOR PAINTED FINISH N m A �t 1\ t /Y.< GARAGE DOOR HEADER SCALE. N.T.S. EXISTING ND. STUDS EXISTING OVERHEAD GARAGE DOOR EXISTING STOP NEW SIDING NEW METAL WALL FLASHING I Yz" LT WT CONC, EXIST'G EXISTING DECK SYSTEM EXIST'G DECK JOISTS/ LEDGER C HANGER EXIST'G SOFFIT TO REMAIN CONTRACTOR TO REPAIR IF NECESSARY- PREP. FOR NEW FAINT (TYP.) RUN FLASH'G FROM PLYWD. SHEATHING m FLOOR EXISTING JAMB TRIM NEW JAMB FLASHING PAPER FAST JAMB BY 3 IN. SEALANT NEW TRIM PER ELEV. SEALANT 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 FAINTED TRIM PER ELEVATION CAULK END DAM (FULL DEPTH) -H NEW 26 GAUGE HEAD FLASHING W/ DRIP EDGE, SET IN A FULL BEAD OF SEALANT SLOPE TO DRAIN EXISTING JAMB TRIM FACE OF EXISTING SHEATHING TARGET FLASHING NEW SIDING STEP 5 5TEF 4 NEW PRIMARY W.R.B. 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 CH. VENT 1711R0UG/1 WALL SCALE N.T.S. 6. CONTINUE INSTALLING PRIMARY W.R.B. BY LAPPING OVER VENT AREA 4 TRIMMING AROUND VENT; =ENSURE STANDARD 6" LAPS OF PRIMARY W.R.B. 5, INSTALL FLASHING TAPE OVER TOP OF VENT FLANGE. *ENSURE 2" MIN. OVERLAP ONTO W,RB. LINER -ABOVE 4 SIDES. VENT PENETRATION ASSEIW L Y SCALE. N.T.S. \\ 3. INSTALL NEW FLANGED VENT PER MANUFACTURERS SPECIFICATIONS STEM' 3 STEF 2 NEW PRIMARY W.R.B. TARGET FLASHING MATERIAL SEALANT JOINT NEW ELECT. BOX DOWNLEG NEW 9" FLASHING TAPE (TOP 4 SIDES OF BOX) INSTALL NEW ELECTRICAL BOX PER MANUFACTURE'S SPECIFICATIONS SEALANT JOINT 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. 0110 0 1. INSTALL TARGET FLASHING PIECE OVER HOLE. (9" PAST ROUGH OPENING e ALL SIDES) NEW 9 IN. FLASHING TAPE NEW 26 GAUGE METAL FLASHING WITH END DAMS SET IN FULL BED \ OF SEALANT CONTRACTOR TO VERIFY CONDITION OF EXISTING SHEATHING 4 WALLS AFTER EXISTING SIDING HAS SEEN REMOVED- CONTACT ARCHITECT OF ANY REPAIRS NECESSARY (TYP) PPE THROUGH WALL SCALE N.T.S. REVIEWED CODE COMPLIANCE APPROVED JUN -2 2008 • FACE OF EXISTING SHEATHING TARGET FLASHING MATERIAL NEW SIDING NEW IX P.T. TRIM NEW PIPE PENETRATION 1/2 IN. SEALANT JOINT WITH SACKER ROD NEW POLYETHYLENE WEATHERPROOF PLUMBING FLASHING PANEL SEALANT TUCK W.R.B. FROM BELOW UNDER TARGET FLASHING NEW SIDING City Of Tukwila II D CONTRACTOR: TO VERIFY CONDITION OF EXISTING SHEATHING 4 N4LLS AFTER EXISTING SIDING HAS BEEN REMOVED - CONTACT ARCHITECT OF ANY REF',4IRS NECESSAfRY (TYRE.) 2. TRIM FOR OPENING o_ 0 N 0 0 J t.! 0 0 0 Q a z 0 Lti EL I 0 0 Q Z 10 NEW WATER RESISTIVE BARRIER NEW HORIZ. BEVELED SIDING EXIST'G EXT. SHEATHING NEW FLASHING EXIST'G GRADE VERIFY EXIST'G CONC. RETAINING WALL 10 z) 9 EXIST'G 2X6 PT PLATE (VERIFY CONDITION) EXIST'G 4" CONC. SLAB TYP.: CONTRACTOR TO VERIFY CONDITION OF ALL EXTERIOR WALLS FOR WATER DAMAGE OR DRYROT (CONTACT ARCHITECT IF REPAIRS REQUIRED) EXIST'G 2X4 TREATED WOOD r 0 J Q C- C- 0 J J w 0 W F- 0 J 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 F�*�1 0 U7 z L.4 PTA I +— PTA -4U z -4 w et i n i l�' 00 0 a0_ ( Date • 04- 1(c, - Drawn- Job # • °°°3 Revisions: _APR 7 R 7Q�Ipi r. err g- tt1i id �a C D E NOT USED NOT USED NOT USED NOT USED NOT USED 1" MIN_ GAP BT WN FASCIA AND ROOF 1" MN. GAP AT SOFFIT TO ROO MTL. FLASHING EXIST'G. D I VERTER FLASHING UNDER BLDG PAPER AT ROOF TO WALL STEP 3 INSTALL SIDING STEP' z INSTALL WEATHER RESISTAN77 BARRIER INSTALL TARGET FLASHING PAPER MATERIAL PIECE NEW STEP FLASHING LAP OVER KICKOUT PLANING MIN. OF 3 IN. NEW WEATHER' RESISTIVE BARRIER NEW 'KICKOUT' FLASHING EXIST'G WALL SHEATHING SELF - ADHERING MEMBRANE EXIST'G ROOF SHINGLES EXIST'G DRIP EDGE FLASHING EXIST'G FASCIA BOARD 17CKWT' FLAS /-H /NG A T OOF:AMLL WHERE ROOF INTERSECTS A SIDE WALL 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. EXIST'G ROOF UNDERLAYMENT NOT USED CONTRACTOR TO VERIFY CONDITION OF EXISTING SHEATHING it WALLS AFTER EXISTING SIDING HAS BEEN REMOVED- CONTACT ARCHITECT OF ANY REPAIRS NECESSARY (TYP.) • 5 NOT USED tJ • 10 10 9 8 7 4.....R. ,r. 4 3 0 J a 0 J W w 1804 136th Place NE Ste. 1 Bellevue Washington 98005 425.644.1446 — Fax 644.1921 office @a gmsarch.com Architecture 4 Design + Planning Members of the American Institute of Architects z Q tY a a_ u 0 a0_ Date O4- I6 -08 Drawn Job # 0803 Revisions. FCF VED Ann n 0 wino fill 99 6 k. &CHAO' PERMIT CENTER C D C