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HomeMy WebLinkAboutPermit D13-157 - SINGH RESIDENCE - NEW SINGLE FAMILY RESIDENCESINGH RESIDENCE 2916 S 135 ST D13-157 Parcel No: Address: 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 7346600128 2916 S 135 ST Project Name: SINGH RESIDENCE COMBOSFR PERMIT Permit Number: D13-157 Issue Date: 11/20/2013 Permit Expires On: 9/3/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: SINGH SARANJEET+JOHAL KARNA 14218 4TH AVE S BURIEN, WA, SEATTLE, WA, 98168 DAN O'NEILL PO BOX 0567 KIRKLAND, WA, SEATTLE, WA, 98033 G & R DOZING LLC 19243 SE 259 PL , COVINGTON, WA, 98042 GRDOZRD919L2 SHARANJIT SHAGLANI 848 KIRKLAND AV KIRKLAND, WA, SEATTLE, WA, 98033 Phone: (425) 238-9602 Phone: (253) 261-2521 Expiration Date: 9/7/2015 DESCRIPTION OF WORK: CONSTRUCT NEW 2820 SQ FT SINGLE FAMILY RESIDENCE WITH A 516 SQ FT ATTACHED GARAGE ON AN EXISTING LOT. PUBLIC WORKS ACTIVITIES INCLUDE EROSION CONTROL, DRIVEWAY, STORM DRAINAGE and STREET USE. PROJECT ON VALLEY VIEW SEWER AND WATER DISTRICT #125 WATER. Project Valuation: $376,246.23 Type of Fire Protection: Sprinklers: YES Fire Alarm: NO Fees Collected: $14,949.54 Type of Construction: Occupancy per IBC: Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: 125 Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: • r Internations Building Code Edition: 2012 International Fuel Gas Code: 2012 International Residential Code Edition: 2012 WA Cities Electrical Code: 2012 International Mechanical Code Edition: 2012 WA State Energy Code: 2012 Uniform Plumbing Code Edition: 2012 Public Works Activities: Channelization/Striping: N Curb Cut/Access/Sidewalk: Y Fire Loop Hydrant: N Flood Control Zone: Hauling/Oversize Load: N Land Altering: Volumes: Cut: 75 Fill: 20 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: PRIVATE Storm Drainage: Y Street Use: Y Water Main Extension: PRIVATE . Water Meter: Yes Permit Center Authorized Signature: Date: *ad -Ay I hearby 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 permit and agree to the conditions attached to this permit. Signature: / / �— Datg� Print Name: /4A -e ‘Xx.�� This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days froth the last inspection. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. • 6: 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. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: 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. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 13: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 14: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4 -inches shall be maintained above the controls with the strapping. 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 17: 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. 18: ***PLUMBING AND GAS PIPING*** 19: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 20: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 21: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 22: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 23: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 24: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 25: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 26: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 1 • 27: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 28: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 29: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 30: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 31: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures and fittings in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency and Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments. 32: ***FIRE DEPARTMENT CONDITIONS*** 33: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 34: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2327) 35: 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 Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 36: For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 37: Fire hydrants shall conform to American Water Works Association specifications C-502-54; it shall be compression type, equipped with two 2-1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1-1/4" Pentagon open -lift operating nut. (City Ordinance #2052) 38: Fire hydrant installation requires a Public Works permit. 39: 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) 40: Maximum grade for all projects is 15%. 41: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 42: 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) 43: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 44: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 45: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 46: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** • • 47: Minimum 48 hours in advance, applicant or contractor shall call Public Works at (206)433-0179 to schedule a mandatory preconstruction meeting with Public Works Inspector, Mr. Dave Stuckle. The applicant must notify the City Project Inspector at (206)433-0179 upon commencement and completion of work at least 24 hours in advance: All inspection requests for utility work must also be made 24 hours in advance. 48: Contractor shall notify Public Works Project Inspector at (206)433-0179 of commencement and completion of work at least 24 hours in advance. 49: Work affecting traffic flows shall be closely coordinated with the City Project Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 50: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 51: Any material spilled onto any street shall be cleaned up immediately. 52: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 53: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 54: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 55: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 56: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15%. Turning radii shall be a minimum of 5'. 57: Driveways shall be paved for a minimum distance of 20' from the edge of the existing road pavement. 58: A copy of the Certificate of Insurance Coverage (minimum of $1,000,000 naming the City of Tukwila as additionally insured) shall be submited to Public Works. 59: A bond in the amount of 150% x cost of the work within the City public rigt-of-way, made out to the City of Tukwila for possible property damages caused by the activities shall be submited to Public Works. Contractor shall have a valid Business License with the City of Tukwila. 60: The Land Altering Permit Fee is based upon an estimated 75 cubic yards of CUT and 20 cubic yards of FILL. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 61: PAVEMENT MITIGATION FEE APPLIES FOR PAVEMENT CUT IN THE STREET; TO BE MEASURED IN THE FIELD -SF x $2.50/SF = $; APPROX. REMAINING PAVEMENT LIFE IS (2 TO 5 YEARS). 62: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 63: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 64: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 5000 CURB, ACCESS, SDW 0610 ENERGY EFF CERT • • 1400 FIRE FINAL 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 0708 GAS FIREPLACE INSERT 2000 GAS PIPING FINAL 0606 GLAZING 8004 GROUNDWORK 5040 LAND ALTERING 0502 LATH & GYPSUM 1800 MECHANICAL FINAL 0608 PIPE INSULATION 0609 PIPE/DUCT INSULATION 1900 PLUMBING FINAL 0101 PRE -CONSTRUCTION 0101 PRE -CONSTRUCTION 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 9002 ROUGH -IN GAS PIPING 0701 ROUGH -IN MECHANICAL 8005 ROUGH -IN PLUMBING 4035 SI -SOILS 5090 STORM DRAINAGE 5100 STREET USE 0412 UNDERFLOOR FRAMING 9001 UNDERGROUND 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR Parcel No: Address: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 7346600128 2916 S 135 ST Project Name: SINGH RESIDENCE COMBOSFR PERMIT Permit Number: D13-157 Issue Date: 11/20/2013 Permit Expires On: 5/19/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: SINGH SARANJEET+JOHAL KARNA 14218 4TH AVE 5 BURIEN, WA, SEATTLE, WA, 98168 DAN O'NEILL PO BOX 0567 KIRKLAND, WA, SEATTLE, WA, 98033 G & R DOZING LLC Address: 19243 SE 259 PL, COVINGTON, WA, 98042 Phone: (425) 238-9602 Phone: (253) 261-2521 License No: GRDOZRD919L2 Expiration Date: 9/7/2015 Lender: Name: SHARANJIT SHAGLANI Address: 848 KIRKLAND AV KIRKLAND, WA, SEATTLE, WA, 98033 DESCRIPTION OF WORK: CONSTRUCT NEW 2820 SQ FT SINGLE FAMILY RESIDENCE WITH A 516 SQ FT ATTACHED GARAGE ON AN EXISTING LOT. PUBLIC WORKS ACTIVITIES INCLUDE EROSION CONTROL, DRIVEWAY, STORM DRAINAGE and STREET USE. PROJECT ON VALLEY VIEW SEWER AND WATER DISTRICT #125 WATER. Project Valuation: $376,246.23 Fees Collected: $14,884.54 Type of Fire Protection: Sprinklers: YES Fire Alarm: NO Type of Construction: Occupancy per IBC: Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: 125 Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: • • Internations Building Code Edition: 2012 International Fuel Gas Code: 2012 International Residential Code Edition: 2012 WA Cities Electrical Code: 2012 International Mechanical Code Edition: 2012 WA State Energy Code: 2012 Uniform Plumbing Code Edition: 2012 Public Works Activities: Channelization/Striping: N Curb Cut/Access/Sidewalk: Y Fire Loop Hydrant: N Flood Control Zone: Hauling/Oversize Load: N Land Altering: Volumes: Cut: 75 Fill: 20 Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Number: 0 PRIVATE Y Y PRIVATE Yes Permit Center Authorized Signature: ' 9491. I hearby certify that I have read an provisions of law and ordinances go exam rni Date: tI 1111 7 ned this permit and know the same to be true and correct. All 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 permit and agree to the conditions attached to this permit. Signature: }a) -e`4 Print Name: - f --)J% sl' - Date: /4----"-°' "-°' This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. • • 6: 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. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: 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. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 13: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 14: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4 -inches shall be maintained above the controls with the strapping. 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 17: 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. 18: ***PLUMBING AND GAS PIPING*** 19: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 20: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 21: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 22: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 23: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 24: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 25: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 26: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. • 27: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 28: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 29: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 30: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 31: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures and fittings in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency and Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments. 32: ***FIRE DEPARTMENT CONDITIONS*** 33: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 34: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2327) 35: 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 Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 36: For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 37: Fire hydrants shall conform to American Water Works Association specifications C-502-54; it shall be compression type, equipped with two 2-1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1-1/4" Pentagon open -lift operating nut. (City Ordinance #2052) 38: Fire hydrant installation requires a Public Works permit. 39: 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) 40: Maximum grade for all projects is 15%. 41: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 42: 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) 43: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 44: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 45: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 46: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** • 1 47: Minimum 48 hours in advance, applicant or contractor shall call Public Works at (206)433-0179 to schedule a mandatory preconstruction meeting with Public Works Inspector, Mr. Dave Stuckle. The applicant must notify the City Project Inspector at (206)433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 48: Contractor shall notify Public Works Project Inspector at (206)433-0179 of commencement and completion of work at least 24 hours in advance. 49: Work affecting traffic flows shall be closely coordinated with the City Project Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 50: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 51: Any material spilled onto any street shall be cleaned up immediately. 52: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 53: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 54: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 55: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 56: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15%. Turning radii shall be a minimum of 5'. 57: Driveways shall be paved for a minimum distance of 20' from the edge of the existing road pavement. 58: A copy of the Certificate of Insurance Coverage (minimum of $1,000,000 naming the City of Tukwila as additionally insured) shall be submited to Public Works. 59: A bond in the amount of 150% x cost of the work within the City public rigt-of-way, made out to the City of Tukwila for possible property damages caused by the activities shall be submited to Public Works. Contractor shall have a valid Business License with the City of Tukwila. 60: The Land Altering Permit Fee is based upon an estimated 75 cubic yards of CUT and 20 cubic yards of FILL. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 61: PAVEMENT MITIGATION FEE APPLIES FOR PAVEMENT CUT IN THE STREET; TO BE MEASURED IN THE FIELD -SF x $2.50/SF = $; APPROX. REMAINING PAVEMENT LIFE 15 (2 TO 5 YEARS). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 5000 CURB, ACCESS, SDW 0610 ENERGY EFF CERT 1400 FIRE FINAL 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 0708 GAS FIREPLACE INSERT 2000 GAS PIPING FINAL • 0606 GLAZING 8004 GROUNDWORK 5040 LAND ALTERING 0502 LATH & GYPSUM 1800 MECHANICAL FINAL 0608 PIPE INSULATION 0609 PIPE/DUCT INSULATION 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 9002 ROUGH -IN GAS PIPING 0701 ROUGH -IN MECHANICAL 8005 ROUGH -IN PLUMBING 5090 STORM DRAINAGE 5100 STREET USE 0412 UNDERFLOOR FRAMING 9001 UNDERGROUND 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY Of TUKWILA Community &Filament Deportment PuNie Works Department Permit Center 6300 Sputheenter 81vd. Suite 100 TuIcivila, WA 98188 http://www.TukwilaWAlgov Combination Permit No*.DB— IS 7 ProjeetNo:: Date Application Accepted: Date Application Etpires: t, I) (For ejitense onb9 • COMBINATION PERMIT APPLICATION - NEW SINGLE FAMILY Applications and plans must be complete in order to be accepted tor plan.review. Applications will .not be accepted through the mail or by fax. **please print** SITE LOCATION Site Address. 2--%;4 k 17 c King Co Assessor's Tax No.: PROPERTY OWNER Name: tvestQ otijei (c 'lame: 944A6 CA Ni S4allhalCET" Address: - En2": i)anpoeAdio.A-coecoyi\ City: City: State: Zip: CONTACT PERSON— person mccivingutt project communication Name: tvestQ otijei (c Address: ?'ba:y.)4 0663 city: 124A pr.) State: wA Zip: 9'8033 Phone: 42 vs, %flax: - En2": i)anpoeAdio.A-coecoyi\ GENERAL CONTRACTOR INFORMATION Company Name Address: Company Name: •City: k..; p.4.40tptel State: 1,04., ZiP:Ot sof3 ?tone: +.2.5,40,,tio fax: City: 'State: rip: Phone: Fax: City: State: Contr Reg No.: Phone: Exp Date: Tukwila Business License No.: ARCHITECT OF REGARD Company Name: •Engineer Name:: A.A1 /64 vi Company Name: •City: k..; p.4.40tptel State: 1,04., ZiP:Ot sof3 ?tone: +.2.5,40,,tio fax: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: •Engineer Name:: A.A1 /64 vi Address: 10, 0, 15vx. s4,7 •City: k..; p.4.40tptel State: 1,04., ZiP:Ot sof3 ?tone: +.2.5,40,,tio fax: Email: 411.t e mar:01144— 4,6, c.0 t4.1 LENDER(BOND ISSUED (required for projects S5,000 or greater per ReW 19.27.095) Name: yype, . 3 Atite4-7/S1T 8//d 1-0•"'1 Address: vo, City: j‹.11 414 Le- yio) State: i 4 4 1 , Zip: 916 73 • HAApgiCatoislrrirna.Applicalioch LM1 I Applicatioariviiicatiaa Nrtaiii44katica 44vived $.9-11.66c3 ReviAk Aqua 201 1 bb Page I of4 'ID 1211 Orl 1 PROJECr INFORMATION Valuation of cuoject (contractor's bid price):: S 5-5; 0 0.0 a -Ts Scope of yrork (please provide detailed information): 5 F HP's') e N(i,/ co Ars -r-gm 7-,.g44) —0 ri Ex/s , DETAILED BUILDING INFORAMTION PROJECT FLOOR AREAS Basement 1' floor rt floor Garage caroitcJ Deck - coved Total square rootage uncovered 0 PROPOSED SQUARE FOOTAGE S 1 6 173. 3,'o'• 0 PerCity ofTukwila OrdinanCeNo.-2327.; all :new single fainily hanies..arereiluired-to have an autOrnatie fire Prrnk1ersyem installed in the horde. .Pleaseermtact.the TukWile Fire Department:fin. Mike information at 20647541407. I EQUIPMENT AND FIXTURES - INDICATE'NUMBER OF EACH TYPE OF FIXTURE -TO BEINSTALLED ASPART OF YOUR PROJECT. MECHANICAL: Value of mechanical work $5°o c,613' 1 furnace .100.1: bta theri11.9%aZ. ernergeney generator fuel &pi': •appliance vent wood/gas stove other mechanical equipment a bathtub (or bath/shower combo) PLUMBING Vairrerwasher of plum bitfegas piping work -7 tr-er° lavatory (bathroom sink) water heater (gas) r -z -e-05 _____ bidet floor drain 1 sink lawn sprinkler system EtWolipaionaorms,Appiicatiom 9R ;.his.1011 ApptintiodiCcolikOoa fersral Appri;"sios 144*AS-9-114g" Anslos.1 I • t!h o electric al g s ventilation fan connected to single duct water heater (electric) 1 clothes -washer shower water closet gas piping outlets .Paite:2 of 4 1 PUBLIC WORKS PERMIT INFORMATION - Scope of work (please provide detailed information): Cali before you Digi 811 Please refer to Public. Works Bulletin #1 for fees and estimate sheet. W %TER DISTRICT (,,.Tukwila, 0—Water District #125 ❑ .. Highline ❑ ...Letter of water availability provided .SEWER DISTRICT ar...Tttkwila ❑:..Valley View ❑ .. Renton ❑ ...Sewer use certificate ❑...icttcr of sewer availability provided ❑ .. Renton ❑ .. Seattle, $EPTIC SVSTE' i 0 .. On-site septic•system — for on-site septic system. provide 2 copies ofa current septic design approved .by King County Health Department. SURyIIT I'ED WITH APPLICA'fIoN (MARK BOXES will CH APPLY): ❑ ...Civil .Plans (Maximum Paper Size - 22" X 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Rond ❑ .. Insurance ❑... Easement(s) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ ...Right -Of -Way Use.- Potential disturbance ❑ ...Total Cut ❑ :..Total Fill ❑.:..Sanitary.Side Sewer 0 ...Cap or Remove Utilities ❑ ...Frontage lmprovclncnts ❑ ...Traffic Control Cubic Yards Cubic Yards ❑ ., Geotechnical Report ❑.. Maintenance Ar,eernent(s) ❑...Hold Hairnless — (SAO) ❑...Hold Harmless _ (ROW) ❑ :. ConstructiontExcavaiioniFill - Right -of -Way::. 0 -or-. Non Right-af-Way.. 0 ❑ .. Work In Flood `Lone ❑ .. Storm Drainage 0 .. Abandon Septic Tank ❑.. Curb Cut 0 .. Pavement Cut ❑ .. Looped. Fire Line ❑:...Permarnent Water Meter. Size " WO # ❑ ...Residential Fire Meter Size " WO # • ❑ ..,Deduct Water Meta -Size .. 0 ...Temporary Water Meter Size " WO # ❑ ...Sewer Main Extension Public 0 - or - Private 0 0 _Trench Excavation ❑ .. Utility Undergrounding 0 ., BackfowPrevention - Fire Protection Irrigation Domestic Water ❑...Water Main Extension Public ❑ - or- Private. 0 FINANCE INFORMATION —TH F RI%1ATJONLSREOE IRF.I)TORE FILLED OUT WHEN REOUESTINGWATEROA SEWFRSERVICE Fire line size at property line number of public fire hydrant(s) ❑..:.water❑ ..:sewer 0 ...sewage treatment MONTHLY SERVICE BILLING TO: Name: Day Telephone: Mailing Address: City State Zip. WATER METER REFUND/BILLING, Name: Day Telephone: Mailing Address: Zip City State ii pplitasio sFomn•lt.pplieatnns On Lsie _011 h,• iratit>iu Coadfcnatioh Pam» Application Retic Kdctsed Auxu,t:011 bh Page3 ofd 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. 1 HEREBY. CERTIFY THAT 1 HAVE READ AND EXAMINED THIS:APPLICATION ANDKNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF TI -IE STATE OF WASHINGTON, AND IAM AUTHORIZED TO APPLY FOR THIS PERMIT. PROPERTY OWNER OR AUTHORIZED AGENT: Signature: /0/4,42 Print Name: )< ^) l L_ Sr 7 n)*L Pi Mailing Address: g 7 D Ill /Z ISL i/VF. An/E Date: 4/R V 2 3/20 /Z Day Telephone: 206- 1/- 7 g- 9% 6 8- lSiRk�� tf:tApplia.:mrrolormvApplication. On Linc ,.201 l.A{gii iorei CombiuuPesti[ Application Rni+ci&9.1t.drct' Rental' Acrgitit _D! 1 bb City Afrti sl,ty 9 Fc 33 Pagc 4 of 4 PERMIT APPLICATION NOTES — A (CABLE TO ALL PERMITS IN THIS A .w ICATION - Value of construction — In all cases, a value of construction amount should be entered by t e' 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. 1 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. PROPERTY OWNER OR AUTHORIZEpD%AGE Lvi 06►0�' Signature: Print Name: 11-2A ti1 J ,"1- . 3 31-1A-4 LA -P Date: //^ .2-0 - /3 Day Telephone: (}(� M� 1' 77S - Mailing Address: /4,a6 g' JI 77,49-v e-ly - Ti✓ f City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-I.l.docx Revised: August 2011 bh Page 4 of 4 BULLETIN A2 • • TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME S k PERMIT # If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization /00 0 Erosion prevention 5B o =cro • LWater/Sewer/Surface Water R0 v 0 00 Road/Parking/Access 2 o'a o .era A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) $ $250 (1) 5. nter total excavation volume 7 5- yds cubic yards Enter total fill volume Zo y�� cubic yards Use the following table to estimate the grading plan review fee. Use the reater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1s1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for lsr 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees (4) $ (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 03.27.13 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) 7. Pavement Mitigation Fee $ (6) $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. $ (8) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37.00 101 — 1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001— 10,000 $194.50 for lst 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 Last Revised 03.27.13 2 • BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin A 1 Total A through E $ (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ I. Other Fees $ Total A through I $ (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10) $ ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2013 -12.31.2013 Total Fee 0.75 $625 $6005 $6630 1 $1125 $15,012.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 $48,040 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 03.27.13 Temporary Meter 0.75" $300 2.5" $1,500 3 DESCRIPTIONS PermitTRAK Cash Register Receipt City of Tukwila ACCOUNT QUANTITY PAID $87.45 D13-157 Address: 2916 5 135TH ST Apn: 7346600128 $66.50 DEVELOPMENT $66.50 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $66.50 RPR15-0050 Address: 2916 S 135TH ST Apn: 7346600128 $20.95 MISCELLANEOUS $20.95 • PHOTOCOPIES/DUP SERVICES TOTAL FEES PAID BY RECEIPT: R8118 R000.341.690.00.00 0.00 $20.95 $87.45 Date Paid: Tuesday, April 05, 2016 Paid By: NILAKUMARI JOHAL Pay Method: CHECK 1124 Printed: Tuesday, April 05, 2016 11:27 AM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID D13-157 Address: 2916 S135 ST Apn': 7346600128 $65.00 DEVELOPMENT $65.00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R1620 R000.345.830.00.00 $65.00 $65.00 Date Paid: Friday, March 28, 2014 Paid By: BRUCE MACVEIGH Pay Method: CHECK 12206 Printed: Friday, March 28, 2014 12:21 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID 4,500.00 D13-157 Address: 2916 S 135 ST Agri: 7346600128 4,500.00 PUBLIC WORKS $4,500.00 PW BONDS/DEPOSITS TOTAL FEES PAID BY RECEIPT: R150 B000.239.100 $4,500.00 $4,500.00 Date Paid: Wednesday, November 20, 2013 Paid By: EK NOOR TRUCKING LLC Pay Method: CHECK 1096 Printed: Wednesday, November 20, 2013 1:53 PM 1 of 1 IRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PetmitTRAK ACCOUNT QUANTITY PAID $7,93.128 C13-016 Address: 2916 S 135 ST Apn: 7346600128 $300.00, PUBLIC WORKS $300.00 TRAFFIC CONCURRENCY R104.367.121.00.00 $300.00 D13-157 Address: 2916 S 135 ST Apn: 7346600128 $7,631.28 Building Fee $3,600.40 Building Fee R000.322.100.00.00 $3,600.40 FIRE IMPACT FEES $922.00 FIRE IMPACT FEES 90830402.5000.5304.XXXXX $922.00 Mechanical Fee - new const• $189.00 Mechanical Fee - new const R000.322.100.00.00 $189.00 PARK IMPACT FEES $1,426.00 PARK IMPACT FEES 90510403.5000.5301.XXXXX $1,426.00 PERMIT ISSUANCE/INSPECTION FEE $163.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 $163.00 Plumbing/Gas piping permit fee $252.00_ Plumbing/Gas piping permit fee R000.322.100.00.00 $252.00 PW LAND ALT PERMIT FEE $37.00 PW LAND ALT PERMIT FEE R000.342.400.00.00 $37.00 PW LAND ALT PLAN REVIEW$23.50 PW LAND ALT PLAN REVIEW R000.345.830.00.00 $23.50 STATE BUILDING SURCHARGE $4.50 STATE BUILDING SURCHARGE B640.237.114 $4.50 TRAFFIC IMPACT FEES $1,013.88 TRAFFIC IMPACT FEES TOTAL FEES PAID BY RECEIPT: R149 R104.345.840.00.00 $1,013.88 $7,931.28 Date Paid: Wednesday, November 20, 2013 Paid By: EK NOOR TRUCKING LLC Pay Method: CHECK 1095 Printed: Wednesday, November 20, 2013 1:51 PM 1 of 1 CRWSYSTEMS. i City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 7346600128 Address: 2916 S 135 ST TUKW Suite No: Applicant: SINGH RESIDENCE RECEIPT Permit Number: D13-157 Status: PENDING Applied Date: 05/07/2013 Issue Date: Receipt No.: R13-01544 Initials: WER User ID: 1655 Payment Amount: $2,753.26 Payment Date: 05/07/2013 04:09 PM Balance: $4,208.90 Payee: NILAKUMARI JOHAL TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1037 2,753.26 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW 000.345.830 000.322.100 000.345.830 Total: $2,753.26 2,340.26 250.00 163.00 Printarl• n5 -n7-9(113 INSPECTION RECORD Retain a copy with permit INSP TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 /r7 Project: ��j� Si /uV C76 Ty f Inspection:t�' )1tt /-7. Address:�� 2916 15 Date Called: Special Instructions: Date Wan 19 �� a. P Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: OK 70 Inspector J f�✓1 Date:0 /8 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. rrgaiINSPECTION RECORD Retain a copy with permit INSP ION NO. X13-- 157 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Si A./64-1 2„ Ty a of Inspection: ,f ,A,,./), L Address: 29>l S 135 TS Sr- Date Called: Instructions: Date Wante isyi6Special a.m Requester: Phone No: Approved per applicable codes. 1:KI Corrections required prior to approval. COMMENTS: 1 rir1 6 Z-WiticG iii— KA1101-rra,,ykk IL Przovi nuc 1anrs c_ appiert. UIQ &bsTri .. dAL 4 At Inspector: -0.1114/1 Date: 6k n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. TION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro) (ky h fi Typ f Inspection: ( cisOC k fro Ode r j Address. -7-cw ,, 05-0A- f/c CaIIIv�• k„At t of Ce( rv\ ler, riv f fQ/Gt SpecialInstructions: tf-m Date Wanted: / a.m. Requester: k Phone No: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: T0(10. ( cisOC k fro Ode r CD pVuj 0l/t-.. 5 /7(..e, D ` ( via I, [2S. Q Oct vi cotrAp ()I -a Va lto/,e__ 6 k„At t of Ce( rv\ ler, riv f fQ/Gt ( k CCM r rQ(wSP . Qfr1 Inspector: -lb REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., ##100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Pr --.1 (L).thdf2.14te ��mo _h Type of Ins •ec ion:..,. Aaoress; i 61 I ( Date ailed: Special instructions: PiL' „j� tfNJ`� r Date Wanted: 3) p.m., Request' A c `�'" ut d 1 Phone No:, 495,S15 -- (e-1'75 Approved per applicable codes. $ Corrections required prior to approval. COMMENTS: ettas 4;11 .0..)yy\tikAs rot t tr, iitilhea.a Date: � �3ti11 REINSPECTION FEE REQUIRED. Prior to next inspe ion. Fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. lnspe tor Can. rt INSPECTION RECORD Retain a copy with permit CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P(3 -f7 Proj7t� k itilt-R af Typ7fjlnwectig tee- Address. 16 5.. Orli'Cf Date CaII : ()C"° je' Special Instructions: Date Want d: 0 --( ik •FC tremar 5! r ,,, a.m. p.m. Requuester: 5k(ott f ICrill Lt r� r, PhOne�lo:gqg G -7 V l Ye ElApproved per applicable codes. Corrections required prior to approvai. COMMENTS: r - tee- eeke. ()C"° je' •FC tremar 5! r ,,, I ICrill Lt r� r, sk-t.(a fe 1° wa12r Ye ,E_( cvo w l fflce- Cq%i ce re.r iA,s• 1(c) Inspector: Date ` REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. n. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 p(3-15- 7 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Prqiect: �' ©(re, c ( (�� o,�r�k. / Type of Inspection; � p r a of e� €e5s Addres J X1(6 $0, (r--f``-I1-, Q crux 1f 5/'ace Date Calfe iiCtLyle- e-#--ori-f'Qi �� q rr ��-1- ce; Vt- f Pc'P- r cst / t yr sD offAkr)lla f 7 >Cr�ct Special Instructions: ^A 1, Date — 16 a.m. p.m. Requester: Phone No: Approved per applicable codes. 144 Corrections required prior to approval. COMMENTS: P (^ l �o4 ` fv i v f dem r ©(re, c ( (�� o,�r�k. / rw E f rs c raV? f p r a of e� €e5s v�.ta f e 2- Wef r Iii -le- /fir r�Q («c Q crux 1f 5/'ace ) CCw (t%2 cautf -r,. 1i- (rr-,,/) v'e_th iiCtLyle- e-#--ori-f'Qi �� q rr ��-1- ce; Vt- f Pc'P- r cst / t yr sD offAkr)lla f 7 >Cr�ct 1 Cu 11 -Giv- vrvi-rp e -c ---c d Inspector: Date / REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit IN TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 1)(3-(s7 P5 5th t ' ( /V J / I 0 ('etrIA".(1s a-�( TYPe,i?f Inpecti ktct Addr !; sa ( (3E -t -S#. r fi cct, 1 pVo per I- % ((k� , ���/// Date Call' : 0 e K -a. (( (Is() «/ fiz( /a Special Instructions: m Date Wanted: 1-. —I 2-- /� a.m. P.m. Reque'ster! WK,v \�<< p f, val Phone No: CA(( R5v ice. Approved per applicable codes. Corrections required prior to approval. COMMENTS: ( oci, ( I„Qt, O}x ` erov( ; 0 ('etrIA".(1s a-�( �D e r'� (r r r r t � Q, ((5 ast)e-r II ' f e c ici r fi cct, 1 pVo per I- % ((k� , ���/// 0 ` Ks r rid ✓ct e . ��a � Q 0 e K -a. (( (Is() «/ fiz( /a 0( fid er- a. c C a. e_ss- 9 Cwt ( 5r �� «r<Ge-Ss c©t.p (e4-er cast.( -1 ctttd_ sem f ( q eP e,i-v cd-t'o &s. p « �e WK,v \�<< p f, val „te. CA(( R5v ice. i"sfi -ro Inspecto:/ Date, l�-f REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. SCI 47 001 K INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 1) (3-1r7 Proj@ct:'] k :A Str. Type l/oCfInspectioR: �fI ii vq c ce, . Addr (b 50(83-5 ./ Date Call Special Instructions: DateN(ante Y� / YA7 Ab a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4Jobooy k'thQccess Ca (( Ev !ICJ vLS >I 0 Inspector: Ge Date: ti -6- (4. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. K LOMERetain a copy with permit INSPECTION RECORD INSPECTION NO. .(3-`J7 PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'e�t: �� 4 AFil, Ty of Inspec on: p�e - Gas Addres it,Date s. oct Called. Special Instructions: co (( Fr OCCe r q /' .y Date W me `f '� 1 a.m. p.m. Req ester: ))04411x' ` Phh/on'e��!!``�/AA��TT 2oG - 4 77S' Approved per applicable codes. ECorrections required prior to approval. COMMENTS: Inspector: Date: -5-1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit SPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 pr jRct: l Yl Type of Inspection: // V 0-5 ■r.■r• Addr : Date CalI'•' : Special instructions: Date ant j / �7 a.m.- p.m. Reque ter: Phone No: Approved per applicable codes. Corrections required prior to approval. OMMENTS: Inspector: Date:4 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit I? (TO" S 7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Prr j'ect: ',j)( Typee(orf�I/nnss'�p'�cctipn: t ( r -t r Addie '1-i 6 �at (3.5-1` 5f. Date Called: Special nstructions: •A-44Date Wa,qtgd: l — I,f.(� a.m. • p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: 0_ Date: L_f --kt) REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 b(3-15 7 (206) 431-3670 Project: �S-r( Type of ns ectio c roA4.I Addr- (6 fo' I17r - $+ 1 Date Called: Special Instructions:. �'" 1 Date Wanted:,a.m. Y p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. OMMENTS: Inspector: Date : `— REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit PECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 P(3- (S 7 Permitgpec inn Request Line (206) 438-9350 Pr jE t: i I vZ7 " Type f Ins ectioa; r fro ID P©s f (r ccc di rimes 1 tf-<< Addr� 2'414 56. (3rfttft, Date Calle . ( c.,oInd &c + @ €44. wq /Ls- special Inst uctions: ;ii \9 1A223"1-- - 36 v °o �� �� � � $ �c -f 9 l ` $5 & Iy(,u4ev., Dat anted: G� ro Requester: ero Kt r( t•, ` Phone No:�� j cc -c -r -t_- flxluve ElApproved per applicable codes. Corrections required prior to a proval. COMMENTS: cca R� �� �,Q-Zjii Q h r hu\ot., Inst or. . J(�� ; fro ID P©s f (r ccc di rimes 1 tf-<< t,€)A 70-- - (ej1 `-' ' / rt `'tr'` hgaia s (2) ca kk1 f.(e4-v I c s 1 r eKe_ -Fc 1 -kJ ( c.,oInd &c + @ €44. wq /Ls- r te 10 /Ay ''`c 1 Irv) q q r/o vc( l )0 N - [Crr (,� ( I f fr\ c frbyq / / I, r( t•, ` 0 Gcs 17) .rifr,„,„(1 . )e, q (I iadd ware, a b( Ed CV 1,t ( 5 pa -c_€_ (`1 l 1 X1.N,L c- -e 617-coA) Seur-e_ ,( lam Iii4 Inspector: Date:;. n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd . Suite 100. Call to schedule reinspection. Cn n r . 1 /_ /1 �, .--- G INSPECTION NO. INSPECTION RECORD Retain a copy with permit t13 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projec : Type of Inspecti n: tiv,A/et OA. /vedyiAps' s; Address: )- C0 S 13ss-i- Date Called: SpecialInstructions: STI v1 n't4 r kbvI'..-- 1-1.)-g- — y'YVf.S��✓1 L-)-3— a -2-0z Date Wanted:, Z--) + I a.m. p.m. Requester. Phone No: nApproved per applicable codes. l.._J Corrections required prior to approval. COMMENTS:� / // / /' /nit/`er- , t' eWs ti, C c/ pr7ery ,e' Ai C tiv,A/et OA. /vedyiAps' s; es • Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit X13- 157. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 Project , t s,�,�, Sto\ rve Type of Inspection: tl,ai ( I Address- d-c►1 to S 13c S+ Date Called: q -1 o-14) Special Instructions: a. Date Wanted:.L 114 Requester: t J 14,11'VV.4t t , Phone No: Approved per applicable codes. t] Corrections required priortoapproval. COMMENTS: i riI p REINSPECTION FEE REQUIRED. Prior to ne t inspection, fee /must be aid at 6300 Southcenter/Blvd., Suite 100. Call -to schedule reinspection. Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit V LI bi 3_t57 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: 1 N-) iv l TYP� q A M t oNJ AddressDate La s (3 S C)-r— Called: Special Instructions: ct R r)a7 46 Date red: / /aRequtv r OPO t T l hone 253 -16. /-2-;-2-f Approved per applicable codes. Corrections required prior to approval. COMMENTS: (I 12AW11`N —ACA/vl% 6-2 r OPO t T l . t `-j-f-.4-, _ l -4R/A/W , fv c (u `c (e)1 L 1 ' pec w� Dr-7,_._.----/C.,./- RE! SPECTION REIIJ+SPECTION FEE REHIRED. Prior to r ext inspection. fee m be pa at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 ,D t—s-1 5 7 Project: , C.., t r-.36, t_{ Qin Type of Inspection: F II:1411 < <L3 C. - Address: Address: ..D....1 1 S 1 - SI— 'Special Date Called: SpecialInstructions: f Cto- -iA+1eiok_ Date Wanted: a.m. itequester: 2DC, a' 8- 7'<> Phone No: g25 3-.2_fnl-2-'}2-1 Approved per applicable codes. 'Corrections required prior -to approval. COMMENTS: `► re_ S. 40p - a at Io A ( 7 - :. _'Pe ti ' r 4-( -r+ r Y) ; 56,,k.) 4. I C (R 1( CJS I of , Q , L "Tc., E� PL A -t. i (7) at_.c.)Z4Z F(rc' r.2,. t- _ t ___ ry\ f ,v2( ✓i--NGA -t _ 5 )T 1F cad 0A,L A iI '-,i5c rves/eids. : . i -j) Brut Lh , (k5 A 7I 1(.,:r. h',,,.)() /eVo' Inspec r: Dae: 77— tty ] INSPECTION FEE RUIRED. Pridr to next inspection, fee must be ad at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 57 Project: �, S, /\6(-( les Type of Inspection: r'uG(.� - PL -Ms Address (( 13S �, Sr Date Called: Special Instructions: fO IP -Requester: 1 d Date Wanted: T r-/v1 L� ,} S rn' p.m. 1 Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: D� - Inspector: - Date: - /4 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 D13 -IS7 Pros in je�ti, j 1 1` 5 Type l lInspecAtion: J -/Silk A 1 t n D - .reAm: nG ! n,Spex`r"0n kiksf;i 6e.eA (_.A2lea• Or ' S -c(lUk P A \i t" -- Add 4ess�: 1 1 L'� 3 1 Date Called: kb 0 M'w-- —e'' ' < n AO D/ 3 tii° / –I i_ / u _--, Special Instructions: • Date Wanted: D J 1 / L� a m -411;•m: p. Requester: 7 Phone No: Approved per applicable codes. (Corrections required prior to approval. COMMENTS: ,KP . A-1 • tn I t E 0./1 J -/Silk A 1 t n D - .reAm: nG ! n,Spex`r"0n kiksf;i 6e.eA (_.A2lea• Or ' S -c(lUk P A \i t" -- kb 0 M'w-- —e'' ' < n AO D/ 3 tii° / –I i_ / u -I) rj NicYT 6-60er A - L ."i Date:,� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT N0 CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 \ 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 Proje t:i Ca -/�% t_ -LJ Type Inspectiion:~ --/ki u a �Pike-LA- Adt ( E 3 S Si- Date Called: Special Instr'uctions: GAS �r f ur-AnCGL"'_ / \ Date Wanted: ,� -�- (,n /f '—/&` �p-m` Requester: 1,0onoNo.. 2_4 si 7 9 e Approved per applicable codes. EJ Corrections required prior to approval.. COMMENTS: AG ;,,S; It fp se<t �� instor: Date:c _ REINSPECTION F REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 981882 3670 Permit Inspection Request Line (206) 431-2451 '� l0'6 \ Proje j,, (J �(NA` R - Type -of Inspection, ��b06) �'t .'>"l Add)res Called: � i (0 1 3. , �� Special Instructions: e 4,.� I c, r E_,.��� � %a ras Date Wanted-Th„,.../2/0 �� p.m. fd \ C J C{ c e ,:::,?. ru rAAc e Requester:1.),) PrZA04"ne NCO°: / idei.Y--790() Approved per applicable codes. Corrections required prior to approval. COMMENTS: it) F. i J r)K k -o u 6 .H -- -A. h w tuf t e N3T-e - & & w, I/ &e .1, e,<. --A ri --c Inspector: Date: PLe I1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. I't INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project. Type of InpectU0_ MI t.. Zt�-ttt:o2 1 ,.1• t-6-I*t,E j \ Addr j Date Calle A` - Special Instructions: Date anted:r r- (t .— (!./ p.m. ite uester ElApproved per applicable codes. ['Corrections required prior to approval. COMMENTS: I,, q , '-h 6w\./E1`LA►-t-ta _Cackh-;=A:c.PAA MI t.. Zt�-ttt:o2 1 ,.1• t-6-I*t,E j \ REINSPECTION FEE RE(iUIRED. PriIr to next inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ( INSPECTION RECORD �, Retain a copy with permit �f 5 ( `7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �,vl 6300 Southcenter Blvd #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project:, `� .N (D !A- r e-5, Typ of Inspection: • KDu(,i LiPIui‘--,P, Address: < ` Date Called: Special Instructions: r. 5) Ni (/1?o%1- 0-PA•S .AIJ'Ji? Date Wanted: e4.03— 1;-1if) `14 p.m. Requester: Phone No: jApproved per applicable codes.Corrections required prior to approval. COMMENTS: (3) r41 U :Sr In A V*- , IVO pove_Ol -,P,-t< of- () Ian s On c. -r-.-__ 11-11. A 5 P Cr.9" 4 (A --RD ,- -' /7-1'.. 1.. "105� kin U.e (; A% E- DA SJPP I7 r. 5) Ni (/1?o%1- 0-PA•S .AIJ'Ji? K e -.:Sc 14 9 Dv, _. /.' ___ r 1 Date: n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit t > INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: , 1 .5,� n6 It !��,5; �(eikcr Type o Inspection:' SLL P. ( , A6 Address- `r 74 (0 (35 . Date Called: GAJ pi) ,Sk a Special Instructions: r' / . Date Wanted:a -1-- - r 4 m p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: C Inspector;` Date: < REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit (57 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: (tS G Re.. Type of Inspection: 21 n1 12- rl..ov2 Address: 3,9 S ► 35 ST— Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: "aNpproved per applicable codes. Corrections required prior to approval. COMMENTS: ns•. tor: Date: 5 i_30-/� A A.1,/°/ ` REINSPECTION FEEE]REQUIRED. Prior next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSP CTION'NO INSPECTION RECORD Retain a copy with permit 1)( 157 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro' t:� /� f/ l 14 /��S Type of Inspection: 1)\/fs)f .1� i� 0()t� 17— Ail Address- (�? (1\ 135 SR, Date Called: l)S^ t I ,.}4 (r.t A.-.4 x4�� tic, . Specia `Instructions: Date Wanted:___.., .., r, 17,LI-(4 a.m. 0Requester:'— t L..•` Phone No: i• ,' t'\G.(\Qp 1 .n I i ,P i,nrC" nr-(3 C<1 ea Approved per applicable codes. Corrections required prior to approval. COMMENTS: ••r)(,-(.\‹) c—n A,:J: t P ?> -\ WN.c" � , _ 17— Ail . v 1 l)S^ t I ,.}4 (r.t A.-.4 x4�� tic, . t , '(.)isI‘e , V' U.) C' t , ) dr\ 1tJi\`,j — i• ,' t'\G.(\Qp 1 .n I i ,P i,nrC" nr-(3 C<1 k. OF ) (ap if AvfP S 7c n inspector: Date _ )�; I4 r� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be - paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 X13-15`7 Project- , 3f (13 f 1 leS Type of Inspgct�on: Foo I , nG .D)rO f'S Addressi ! 6 ,3 5 ; ti SI' Called: A; Date _ 2-(-:)\ - 1 L\ Special Instructions: 7 Date Wanted: 3 -- �� l 1 a.m./, rp:m: Requester: \------ --/f Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: . Inspect1or: ^_ f { V A; Date _ 2-(-:)\ - 1 L\ r REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit D13-1591 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Projec t Rcr i . Type of Insp-cion: 1 C C Fb�TI , �� � r� t � L. Address- y � � � � Date Called: Special Instrtuctions: Date Wanted _ L Requester: Phone No: Approved per applicable codes: L�J Corrections required prior to approval. COMMENTS: PP\ ()r\\ . • \ Q Inspector. cm,V.. n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100,: Call to schedule i-einspection. Date'_ 4t INSPECTION NO. r( • INSPECTION RECORD: Retain a copy with permit .013-t5 i PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: S I N) , Et •C2 g. S Tyke, of Inspection:, r-61( . il.K t z�ll (!�i i i k Addr s:// .. o S f-' 5 Date Called: 0 Uhl' i -"`� fiCla A 4 \-2,e.0 ;-'5 +' 0,--„J 7-..-- R ?Jo.' %i N V-- < -14) .itPlolo S ul/t ) Special Instructions: • ; Date Wa ted:. (.._� ,.. © f (y a.m. p.m. Requester: ; Phone No: Approved per applicable codes. Corrections required prior to approval. 51 MENTS: 0 1---60-n 0 ,-/ reakeA6-1- 1 oqo v.) Kk\ a cR,` '- I. ial r: -. v fid✓ .-n i 1 C.; ) r,en ►c.. -t-1 NZeP -ate sl, p '':A • r -k i 19)00 V.,.a --lo 00.5-57e& k 0 Uhl' i -"`� fiCla A 4 \-2,e.0 ;-'5 +' 0,--„J 7-..-- R ?Jo.' %i N V-- < -14) .itPlolo S ul/t ) r'(0:W+ -fc) L.@ 41\1; 3 1.0 O,fLi . A_2 e, -(n c-1-4 Ak , i -j k CCIA/64 l- Fkfeip CpCD ( it/tf9iQ 0.:;,k...<_ C-1.:) ez, t.-c--cl. --e-)fv?_ :=Lt.' J =)-- 2._ n 07° Date: flILp EIN'PECTION FEE REQUIR D. Prior next inspection.fee must be • at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. - PERMIT NO. CITY OF TUKWILA BUILDING DIVISION / 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451. - D13- + 57 Proj er. ( /1 +J %. %� 6'S '� e!tl�. Type of Inspection: 1 5 o r (s Addd�lres : (J^ T, Date Called: Z \� Special Instructions: Date Wanted 1 _(( rJa 7� P.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: -1 a - Date: REINSPECTION FEEEQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMITNO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451. Dt3-_1:5 7 -. Project:. I'J t -k TypeInspectipn: re- l° - s-Id Address: Date Called: Special Instructions: __ Date Wanted: 3, -i a .,_m. Requester - Phone No: fpproved per applicable codes. Corrections required prior to approval. . COMMENTS: / Da 7- r, , JT] EI SPECTION FEE R UIRED. Priorto ext inspection, fee must be p\!),d at 6300 Southcent r Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit -S I PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Type --,72.' k c.,10,c,..,i t '----?--,aS of Inspection: N I Address: Suite #:Ze:i44 S. Si-. Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: I -I A/ A -R e_ s 71-a- / A' , / 6 t4`r'‘v), CC/0 Pry, 1y,tr Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: r Inspector -- Date: C /2_4( (( Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /1-/-5— vac( PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Type C � �c)1 � � , `fie Fire Alarm: of Inspection: ArA 7 Monitor: Address: Suite #: 2 ?/ 5. 13 -N Sr ontact P rerssonn: ~` Special Instructions: t Phone No.: - .e. /a 1 O viz Approved -per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: 07 / A/S/ 4 7 J /A Go /%-e.,,= j — -- .77- .e. /a 1 O viz .6/0 / ,, /iv / /"-,sir/71 IA, pi IN pAi f C 34e'c-:7- f /'-5+-- (-4 4 J--.. -- C-2/,,, cf . .447,.4.. ATr - A J2__ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: `- /5---3 Date: ,'//3//6 Hrs.: /. 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from tjNity of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /'; 5 -. W N3 - ) C-7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:[A,1 0 Ve hif--e Fire Alarm: Type of spection• iz-c,r 4 if.tir- 4W.7 -i Address: Suite #: 2 q4' /3e2) 5r Contact Person: Special Instructions: '------- ,A1 --c 5 7---60 Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1-,44 /IV?) '------- ,A1 --c 5 7---60 /‘- A T5 . t! feu et' r` � -.edr ----- "a / . 7. sy.4- 1 ="= SFJ - 20 v 1/ 4_5V4--41.04-7 a -'i /s'-- A- G i / ?. 1/ hea l,, -k'-; v Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: `— 7 ,//41(3 Date: 9/r W/ I Hrs.: 6 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 EXPIRES: 4/24/ 7 . I REVIEWED FOR CODE COMPLIAI EU APPROVED SEP 01 2015 August 13, niiksofTukwila BUILDING DIVISION City of Tukwila Attn: Al Metzler, Fire Department Review ce S. MacVeigh, P.E. Civil Engineer 14245 59th Ave. S. Tukwila, WA 98168 EvisioN No Cell: 206-571-8794 Tukwila Permit: D13-157 Subject: Shop. Drawing for Addition Emergency Vehicle Turnaround, New Residence, 2916 S. 135th Street, Tukwila, WA 98168 •(PN: 734660-0128). Dear Mr. Metzler: The purpose of this letter is to provide a design drawing for an additional on-site paved turnaroundsection as discussed during our recent meeting. While it is understood that a standard turnaround section is 20 feet wide by. 65. feet long, the. available site permits only an extension of 45 feet, with a 5 foot setback from the rear (north) property line to allow for grade transition to the neighboring property. Having recently visited the site,. there are approximately 40: cubic yards of embankment on the west part of the site which must be cutaway for the new pavement section to be constructed. As a resultthe turnaround will probably not be paved during the main access driveway paving projected for this next week. It is understood that it must be in place and inspected prior to issuing occupancy for the new residence. Thank you for your timely assistance in this matter whichis important and very helpful for the property owners. Questions relating to this matter may be directed to this office. Sincer- Iy, Bruce S. MacVeigh, P Civil Engineer ,karnailj 135thturnaround/1375 LTO# I i ED CITY OF TUKWILA • AUG 1 7 2015 PERMIT CENTER /3 #0 '6T r 5 Ri. iEWED FOR CODE COMPLIANCE APPROVED SEP 0 1 2015 City of Tukwila BUILDING DIVISION WIPP MOM milla =Om mom 4•11101 X 5'-0' SIDE BS.BL. -4 , 1Z City of Tukwila wily PUBLIC Works' i7Rpalvo I PROPOSED 2'STORY REST ENCE F.F. = 355.00' F.F. 065.08' DS 2,820 SQ. FT 7UR ONCF P041 2 CAR; GARAC 12„/76. DE. 40" .£'D, J Lu /ELBDbY WE/ L - . -, Dirt. D' DEEP E REVIE (:ODE C :aP::.Yati+�t 2900 King County sr 4E.: The=m orma bn;.indu ed on!thIs map +1°en compiled by roup: • •uh y staff a: tlry Countymakes-no representations or v ties express or implied as to accuracy, °ofnplet Thia d000mentis.nal intended:for uae ae a'.atuvey product. KInA,Cotu�'sghall not �m the useboe fo au �. diuneges�tnclu9 g,butn:tItmtteddo-Ipahe tinea Atby'pvirrolitsresunningfrom.King-CourKY. 'tnten?ap Or information on,thiamep i pr Date;10/31/2014 Source_ King.County P Property:Infoa laUOtt jhttpf/ww.w.metrokc.gov 7/' 011 yi ae: Hiriel B4� Qp�{� r}t�, p app °" of lh j�[ arCO tYl$.fn@DYJWY ' ,gnfP, APPROVED King County O SEP 0 1 2015. City of Tukwila City of Tukwila FILE COPY Permit No. 17 1 Plan review approval is subject to errors and omissions. P pproval cf construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By: Date: City c.Nf Tukwia BUILDING DIVISION I,.•r;. • fo. REVISIONS No changes shall be made to the scope of work withc!.:t prior P. pprovc1 of 10("n O'visirn FT: rIsv7nr, subrnit!d cnci aff.:i(7.1d 1:::n FILM STORM DRAINAGE SYSTEM AND DRIVEWAY DESIGN FOR ACCESS EASEMENT 2916 S. 135th Street Tukwila, WA 98168 PN: 734660-0128 These plans have been reviewed by the PubliClient: Works Department for conformance with rctali Johal City standards. Acceptance is subject to errors and omissions which do not authorize violations 206-478-91.88 adopted' standards or ordiriances. The responsibility. for the adequac7 . of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the. Public Works utilities inspector. Date: _ _ By... RVISiONNO1. j: Prepared by: Bruce S. MacVeigh, P.E. Civil Engineer 14245 59th Ave. S. Tukwila, WA 98168 CeII Ph: (206) 571-8794 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 01 2015 City of Tukwila ;BUILDING DIVISION RECEIVED CITY .OF TUKWILA AUG 1 0 2015 PERMIT CENTER tij2,. 11 I EXPIRES: 4/24/r rd>t' V4' (57 / • 77,kt v/LA; l/b/.. eu28 LEve�L /V,X/171247/OA, 72PAee - / IN` 6 " .PG'c' /D•c"2/c" A1/2PE -- Z._ DE ,O 7W 'c E)2 i�i95 EG 3 X13 hi 7-47 (A 7/-1 2l SD/ •/- L /A/E /W 2)' 20 V �Y OIP7-/DN4 L . 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Paused - Help l Files - KCRTS 1: ,II • 1: ,11 111 111 Step:7a Ranked peaks that None Step:7b Route Time Series Trial Area 16 231.6 Step:7a Ranked peaks that None Step:7b Route Time Series Trial Area 17 231.6 Step:7a Ranked peaks that None Step:7b Route Time Series Trial Area 18 231.6 Step:7a Ranked peaks that None Step:7b Route Time Series Trial Area 19 227.5 Step:7a Ranked peaks that None Select dates for Iteration Hydrograph have changed: Route Timeseries to Point of Compliance Facility Length=115.8 Storage -Avail Storage -Used Target 208.400 208.400 3.000 Select dates for Iteration Hydrograph have changed: Result 3.000 Route Timeseries to Point of Compliance Facility Length=115.804 Storage -Avail Storage -Used Target Result 208.400 208.400 3.000 3:000 Select dates for Iteration Hydrograph have changed: Route Timeseries to Point of Facility Length=115.807 Storage -Avail Storage -Used 208.500 208.479 Compliance Target. Result 3.000 3.000 Select dates for Iteration Hydrograph have changed: Route Timeseries to Point of Compliance Facility Length=113.729 Storage -Avail Storage -Used • Target Result 204.700 204.700 3.000 3.000 Select dates for Iteration Hydrograph have changed: Type of Facility: Gravel Infiltration, Trench Facility Length: 113.73 ft Facility Width: 00 ft Facility Area: sq. ft Effective Storage Depth: 3.00 ft Stage 0 Elevation: 1.'0 ft Storage Volume: 20 cu. ft Vertical Permeability: 30.00 min/in Permeable Surfaces: Bottom Riser Head: 3 00 ft Riser Diameter: 12 00 inches Top Notch Veir:.None Outflow Rating Curve: None Click Right Mouse Button or Press Any Key to continue //7 •2'2,i <e. 44 '7/z S /.,?S' 9'.Sz- P/2r 1/ (-4.2A y 2 S' 57 le, 1,-i rGs _. j;r Sr" $`O CO = 8 Ac; 0.01)- /5— / iey C' C' 2.7 S -7-j2ftc 227 �� 1.14 , l :ar 0.:0 . JJ'3 Kw:cg Ca10701Y The inlonnatlon included on this map has been compiled by King County staff from a variety of sources and is su.ject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. This document is not intended for use as a survey product. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of King County. Date: 10/31/2014 Source: King County NAP - Property Information (http://www.metrokc.gov/GIS/iMAP) King County ,. ,. AN FILE COPY Bruce S. MacVeigh, P.E. Civil Engineer 14245 59th Ave. S. Tukwila, WA 98168 Cell: 206-571-8794 17 MAR 14 City of Tukwila Attn: Building Official/Field Inspector REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 City of Tukwila BUILDING DIVISION Subject: Foundation Adjustment Due to Poor Soils, New Residence, 2916 S. 135th Street, Tukwila, WA 98168 (PN: 734660-0128) ri0/3 _ /5-7) Dear Sir: Attached is a sketch showing additional treatment of building foundation base soils and changes to perimeter foundation footings/stemwalls. A site visit on this date confirmed that the existing base soils are relatively soft. They consist of a fine uniform very silty sand to depths of up to 5 feet below the footing level. It could not be determined if this was fill material or just uncon- solidated old outwash material. No vegetation debris, old topsoil layer or old building debris was found. There was no mixed old charcoal from earlier slash burning. A viewing of the site topography was not helpful in determining if this was a fill area. The soils were evaluated in three test pits in the foundation area with depths up to 6 or 7 feet deep. The soils were very damp but unsaturated and the soils were porous. Pounding with the back of the backhoe bucket produced a partly spongy and partly permanent deflection in the soil. A three feature adjustment is made in the foundation design, as shown on the attached sketch. The base soils below bottom of footing level are to be overexcavated about 2 feet. A 1 foot deep by 4 foot wide layer of heavily mechanically compacted very sandy pit run (select ballast material) is then placed over the exposed undisturbed base soils. Above this is a similar 1 foot layer of 5/8" minus crushed rock, mechanically compacted. The second feature is to widen the plan width footings of 16" to 24" to a full 36". This will effectively reduce the soil pressure loadings by about half. RECEIVED CITY OF TUKWILA MAR 1 9 2014 PERMIT CENTER REVISION N0. 13- 151 The third feature is to have three each #4 rebar in the footing and a total of three each #4 rebar in the top of the stemwall. It is planned that the height of the stemwall and it footing remain as per plan/normal construction. The additional steel will create to some extent grade beams out of the otherwise normal stemwalls and footing, thus further discouraging differential settlement in the building foundation. With the above measures in place, the new house should have no greater overall or differential settlement than if the base soils were the usual stable type encountered in undisturbed soils at footing depth. This office will monitor the excavation, imported materials, and their placement and compaction. The depth of footing excavation relative to finished house elevations will be the responsibility of the builder. Questions relating to this matter may be directed to this office. Sincerely, Bruce S. MacVeigh, P.E. Civil Engineer EXPIRES: 4/24/15- / /24/1$ karnailj 135thfnd/1375 //c/4, /Pry/d +I -- Si /f 3 'N S?. /7'ir1/4.. ��iy ATI b Pernik, COI) a__ Structural Calculations REVIEWED FOR CODE PROVED CE AP OCT 3 0 2013 City of Tukwila BUILDING DIVISION For "The Magnolia" Tukwila, WA April 16, 2013 Prepared by Ali Amin Lateral L1 -L10 Gravity G 1. -G21 D t 3- 1s 7 C TVED CITY OF TUKWILA MAY 0 7 2013 PERMIT CENTER Project: The Magnolia By: Ali Amin Client: 2.8 Date: 4/14/2013 Subject: Lateral Calculations Page: L t J j o LOADING CRITERIA FOR ROOF AND/OR CEILING - Main Roof Area - Canopy or Mansard Roof - Ceiling Only - Other Item Material Load PSF Roofing Composition 2.8 Sheathing or Decking 15/32 CDX 1.3 Insulation 3.0 Ceiling 5/8 GWB 2.6 Fixtures 1.5 Framing Truss 3.0 Misc. 0.8 TOTAL DEAD LOAD 15 PSF LIVE LOADS - Snow Load - 25 psf - non reducible - Ceiling Only - 10 psf - Increase in Fb and Fv of 15% allowed for duration of load Project: The Magnolia By: Ali Amin Client: Carpet and Pad Date: 4/14/2013 Subject: Lateral Calculations _Page: I- z:// a LOADING CRITERIA FOR FLOOR Item Material Load PSF Floor Covering Carpet and Pad 3.0 Floor Sheathing 3/4" T&G CDX 2.3 Ceiling 1/2" GWB 2.2 Fixtures 1.0 Framing TJI's 3.0 Misc 1.5 TOTAL DEAD LOAD 13 PSF LIVE LOADS Residential - 40 psf (reducible) Where allowed, live load is reduced by 0.08% per square foot for areas greater than 150 sf to a maximum reduction of 40% for members receiving load from one level only and a maximum reduction of 60% for other members. R=0.08(A-150) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.48347 Longitude = -122.29491 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.484 (Ss, Site Class B) 1.0 0.511 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.48347 Longitude = -122.29491 Spectral Response Accelerations SMs and SM1 SMs =FaxSs and SM1 =FvxS1 Site Class C - Fa = 1.0 ,Fv = 1.3 Period Sa (sec) (g) 0.2 1.484 (SMs, Site Class C) 1.0 0.665 (SM1, Site Class C) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.48347 Longitude = -122.29491 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1= 2/3 x SM1 Site Class C - Fa = 1.0 ,Fv = 1.3 Period Sa (sec) (g) 0.2 0.989 (SDs, Site Class C) 1.0 0.443 (SD1, Site Class C) • 1.00 0.95 0.90 0.85 0.80 0.75 0.70 0.65 0.60 0.55 co 0.50 0.45 0.40 0.35 0.30 0.25 0.20 0.15 0.10 0.05 t-4-1A6n614 L4 Design Spectrum Sa Vs Sd 0.00 ----- 0 1 2 3 4 5 6 7 8 9 Sd (in) Site Class "D" (Table 1615.1.1) Project: The Magnolia By: Ali Amin Client: Date: 4/14/2013 ,Subject: Lateral Calculations Page: QUAKE FORCES Ss = 1.48 - Critical Values per 2002 USG Website Based on Latitude & Longitude S1 = 0.66 - Critical Values per 2002 USG Website Based on Latitude & Longitude Fa = 1.0 per Table 1615.1.2 (1) Fv = 1.5 per Table 1615.1.2 (2) Sms = Fa * Ss = 1.0 (1.55) = 1.55 Sm1 =Fv*S1 =1.5(0.55)_.825 Sds = 2/3 * Sms = 2/3 (1.55) = 1.03 Sd1 = 2/3 * S1 = 2/3 (0.825) = .55 SEISMIC RESPONSE COEFFICIENT: Use Section (12.8.1.1) ASCE 7-05 Except as Noted To = 0.2 (Sd1/Sds) = 0.11 SEC Ts = Sd1 /Sds = 0.53 SEC Tstruc = Ct * (Hn)^3/4 = 0.020 (25.3)^3/4 = 0.23 SEC Where To 5 Tstruc 5 Ts Sa = Sds = 1.03 Therefore Seismic Design Category "D" R = 6.5 for Wood Shear Walls per ASCE 7-05 Table 12.2-1 Cs = Sds /(R/I) = 1.03 / (6.5/1) = 0.158 Cs 5 Sd1 / (T*(R/I)) 5 0.55 / (0.23"(6.5/1.0)) 50.368 Cs ? 0.01 (12.8-5) Cs = 0.16 Project: The Magnolia By: Ali Amin Client: 4/14/2013 Subject: Lateral Calculations Page: LATERAL WIND FORCES Design Wind Pressures Roof Pitch: 7:12 Wind Speed: 85 mph Wind Exposure: B A: 12.9 C: 10.4 Minimum Pressure: 10 psf B: 8.8 D: 7.0 Kz: 1 X — X Direction E Fw Upper = 10x 11x66 7.15 kip E Fw Main = 10x10x62 6.82 kip Upper Min = 7.15 kip Main Min = 6.20 kip Y — Y Direction E Fw Upper = 10x11 x27 2.97 kip E Fw Main = 10x10x40= 4.0 kip Upper Min = 2.97 kip Main Min = 4.00 kip WI;JD Shear wall Table Job:The Magnaflat _ j 43 0.60 +W, 0.6D+ 0.7E Level Line Force(k) Min. wall legnth L(ft) Length (ft) Height H(ft) Unit shear(plf) Sesmic modified by H/2W (plf) Designation i DL(klf) Wm OTM above M2 T2/C2 EOTM (kft) F Ho,down (kip)(1) Hlodown Upper X1 1788 3 16 8.1 112 SW -6 150 2310.5 770 CS16 Upper X2 3575 11 11 8.1 325 SW -4 150 9752 364 Upper X3 1788 23 23 8.1 78 SW -6 150 -9322 -405 Upper, Y1 1485 3 43 8.1 35 SW -4 150 434.2 145 Lipper Y2 1485 7.75 42 8.1 35 SW -6 150 -483.3 -62 Main X4 3195 2.75 12 9 266 SW -4 400 5682.2 2066 STHD10 Main X5 7314 7 26.25 9 279 179 SW -4 400 11674 1668 STHD10 Main X6 2841 7.5 15 9 189 114 SW -4 400 6034.5 805 Main Y3 616 2.5 8 9 77 139 SW -6 400 982.5 393 Main Y4 3639 2.25 18.5 9 197 393 (2)SW-3 400 3375.7 1500 STHD10 Main Y5 2715 5.5 34 9 80 65 SW -6 400 322.72 59 Seismic Shear wall Table Job: The Magnolia ,t. 10 0.6D +W. 0.60+ 0.7E Level Line Force(k) Min. wall legnth L(ft) Length (ft) Height H(ft) Unit shear(plf) Sesmic modified by H/2W (plf) Designation DL(klf) WDL OTM above M2 T2/C2 EOTM (kft) F Holdown (kip)(1) , Hlodown Upper X1 1533 3 16 8.1 96 139 SW -6 150 1923.2 641 CS16 Upper X2 3065 11 11 8.1 279 SW -4 150 9752 364 Upper X3 1532 23 23 8.1 67 SW -6 150 -9322 -405 Upper Y1 3065 3 43 8.1 71 96 SW -6 150 1327.1 442 Upper Y2 3065 7.75 42 8.1 73 SW -6 150 1878.3 242 Main X4 2276 2.75 12 9 190 280 SW -4 400 3786.8 1377 STHD10 Main X5 5211 7 26.25 9 199 SW -4 400 6626.4 947 Main X6 2024 7.5 15 9 135 81 SW -4 400 2358 314 Main Y3 520 2.5 8 9 65 117 SW -6 400 712.5 285 Main Y4 4885 2.25 18.5 9 264 528 (2)SW-3 400 4739.6 2106 STHD10 Main Y5 4105 5.5 34 9 121 99 SW -6 400 2346.4 427 Y Yz )/ •••• I !4 Sa�: Th M nal; N. RAIN J VOLI M 6lt R(7GM • ••at o law al s•• acre. Sty uPt raz PLAN er KA w• • r.o• OAP MVP. NAT 01/0.V n'•r WALE VW • r.o. Sh eJe - IA4i.,1) iee-y ft Let .i —+ n• aW^.1 .4•110,Mttl • 04 Diu w• swe„ earl .•i•r .110 •Yt awm.r! • m r r• •0.a Mom. 10 Nae• •aMOmee • I•a.cr bo aCVMONa .••a.a ea!ee• •10m r 04•00 I•••✓ qY ~M▪ tVIVI••vtrctwtlb • rc4•00•01. ✓ 0ac-o.m1 r.. • ••.o•.a ea+t ar ro r VV.Atta • 4•41aI n.•t• •P r •a+r•!a . ■ Me,* Poker ••N o erre tovD 0,141.110. • M. Ar IN W •••••e, . KI a•o••Mt • 11/.... ,IOra •?Ate 20 re INi0O ✓ !r baa • !acOW_ woo. mos.* ts.homi &AOri.WO% Peae• ose!wrl P OT. . r•••ytlsJYO A+a✓Jl O IOM W.A Men *PA t• t MII.••IM N.•IAtI••, W oan erre. otlr.••ae to et • MN•IO• re Al l MT) • Y !OKI nib TO et I•• 00. KV, eye . re APP. KEY NOTES p .e.•4• n..t.rr.. C2::.r �� tO �ed 0 •VSY Om!. 11/4411 Ate.. •avrtatat met 1•1/./ IVY Mr, .G -I M__ _ TAM 0 LW. L.. PM1.11.44‘... M•ro 1M, .•<Mtl Mlat m /M!SM 43.1•••.G ala M+04 ree 1.111..W[a TUBS b SI (OWERS. 111.4.0..° iA• •eta.. . t.+ 4.40•0•.Aw l• Mt .11.11.1 wDr .••••••••••t• Oa, •▪ VVIVNOV•AKAO Mar.. 1 LOOR AR(A SUMMARY: MX R. • (lee Mt PT. ,rren ROM • IMO e0 e!. *Oau. •Lae an It &ARAMS • 114630 It Rare IPO PATIOS • .en R. *WM= POCKS • . an It Iwn. • M.O. OPSw • •r0 we g,......... ••,i.I,AAp v owe* a were hog, `Ai. SPIVS .raw w'.•o•A•a••• am.. (() 0OIe1eelt era MEM •er:Or e R • 1 EVISIO NS .iPPI R FLOOR PLAN rmr. GA:1. *O! IIP S(IEET 4 1 FLQORS- TABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, = 360)° JOIST SPACING (Inches) SPECIES AND GRADE DEAD LOAD =10 psf DEAD LOAD = 20 psf 2x6 2x8 1 2x10 1 2x12 2x6 I 2x8 1 2x10 2x12 Maximum floor foist spans (ft - In.) (ft - In.) (ft - In.) (ft - In.) (ft - In.) (ft - In.) (ft - In.) (ft - in.) Douglas fir -larch SS 11-4 15.0 19.1 23-3 11-4 15.0 19.1 23-3 Douglas fir -larch 41 10.11 14.5 18-5 22-0 10-11 14-2 174 20-1 Douglas fir -larch #2 10-9 14-2 17-9 20-7 10-6 13-3 16-3 18.10 Douglas fir -larch 43 8.8 11-0 13-5 15-7 7-11 10-0 12-3 14-3 Hem4ir SS 10-9 14-2 18-0 21-11 10-9 14-2 18-0 21.11 Hem -fir 41 10-6 13-10 21-6 10-6 13.10 16-11 19-7 fcm-fir 10-0 13-2 20-4 10-0 13-1 16-0 18-6 ..--- #2 12 Hem -fir 43 8-8 11-0 -5 15-7 7-11 10-0 12.3 14-3 Southern pine SS 11-2 14-8 18-9 22-10 11-2 14-8 18-9 22-10 Southern pine al 10-11 14-5 18-5 22-5 10-11 14-5 18-5 22-5 Southern pine a2 10-9 14-2 18-0 21-9 10-9 14.2 16-11 19-10 Southern pine #3 9-4 11-11 14-0 16-8 8.6 10-10 12.10 15-3 Spruce -pine -fir SS 10-6 13-10 17-8 21-6 10-6 13-10 17-8 21-6 Spruce -pine -fir 41 10-3 13-6 17-3 20-7 10-3 13-3 16.3 18-10 Spruce -pine -fir a2 10-3 13-6 17-3 20-7 10-3 13-3 16-3 18-10 S race-.ine-fir #3 8.8 11-0 13-5 15.7 7-11 10-0 12-3 14-3 Douglas fir -larch SS 10-4 13.7 17-4 21-1 10.3 13-7 17-4 21-0 Douglas fir -larch 41 9-11 13-1 16-5 19-1 9-8 124 15-0 17-5 Douglas fir -larch 42 9-9 12-7 15.5 17.10 9-1 11-6 14-1 16-3 Douglas fir -larch #3 7-6 9-6 11.8 13-6 , 6-10 8-8 10-7 124 liem-fir SS 9-9 12-10 16-5 19-11 9-9 12-10 16-5 19-11 Hern•fir 41 9-6 12-7 16-0 18-7 9.6 12-0 14.5 17-0 em -fir a2 9.1 12-0 15-2 Ilf 8-11 11-4 13-10 16-1 16 Item -fir #3 7-6 9-6 11-8 13-6 6.10 8-8 10-7 12-4 Southern pine SS 10-2 13-4 17-0 20-9 10-2 134 17-0 20-9 Southern pine 41 9-11 13-1 16-9 20-4 9-11 13-1 16-4 19-6 Southern pine 42 9-9 12-10 16-1 18.10 9-6 12-4 14-8 17.2 Southern pine 43 S-1 10-3 12-2 14-6 74 9-5 11-1 13-2 Spruce -pine -fir SS 9-6 12-7 16-0 19-6 9-6 12-7 16-0 19.6 Spruce -pine -fir 41 9-4 12-3 15-5 17-10 9-1 11-6 14-1 16-3 Spruce -pine -fir #2 9-4 12-3 15-5 17-10 9-1 11-6 14-1 16-3 Spruce -pine -fit 43 7-6 9.6 11.8 13-6 6.111 8.8 10-7 12-4 Douglas fir -larch SS 9-8 12-10 16-4 19-10 9-8 12-10 16-4 19-2 Douglas fir -larch 41 9-4 12-4 15-0 17-5 8-10 11-3 13.8 15-11 Douglas fir -larch #2 9-1 11-6 14.1 16-3 8-3 10-6 12-10 14.10 Douglas fir -larch #3 6-10 8.8 10-7 12-4 6-3 7-11 9.8 11-3 Hem -fir SS 9-2 12-1 15-5 18.9 9-2 12-1 15-5 18-9 Hem -fir 41 9.0 11-10 14.8 17-0 8-S 10.11 134 15-6 Hem -fir #2 8.7 11-3 13-10 16.1 8-2 10-4 12.8 14-8 19 Hem -fir 43 6-10 8-8 10-7 12-4 6-3 7-11 9-8 11-3 Southern pine SS 9-6 12-7 16-0 19-6 9-6 12-7 16-0 19-6 Southern pine 41 9-4 12-4 15-9 19-2 9-4 12-4 14-11 17-9 Southem pine a2 9-2 12-1 14.8 17-2 8-8 11-3 13.5 15-8 Southern pine n3 7-4 9-5 11-1 13-2 6-9 8-7 10-1 12-1 Spruce -pine -fir SS 9-0 11-10 15-1 18-4 9-0 11-10 15-1 17-9 Spruce -pine -fir 4 8-9 11-6 14-1 16-3 8-3 10-6 12-10 14-10 Spruce -pine -fir 42 8.9 11-6 14-1 16-3 8-3 10.6 12-10 14-10 Spruce -pine -fir #3 6-10 S-8 10-7 12-4 6-3 7-11 9-8 11-3 Douglas fir -larch SS 9-0 11-11 15-2 18-5 9-0 11-11 14-9 17.1 Douglas fir -larch #1 8.8 I1.0 13-5 15-7 7-11 10-0 12-3 14-3 Douglas fir -larch 42 8-1 10-3 12-7 14.7 7-5 9-5 11-6 13-4 Douglas fir -Inch 43 6-2 7-9 9-6 11-0 5-7 7-1 8-8 10.1 Hem -fir SS 8.6 11-3 14.4 17.5 8-6 11-3 14-4 16.10' Hem -fir 01 8-4 10-9 13-1 15-2 7-9 9-9 11-11 13.10 Hem -fir 02 7-11 10-2 12-5 14-4 7-4 9.3 11-4 13-1 • Hein -fir 143 6-2 7.9 9-6 11.0 5-7 7-1 8-8 10-1 Southern pine SS 8-10 11-8 14-11 18-1 8-10 11-8 14-11 18.1 Southern pine 41 8-8 11-5 14-7 17.5 8.8 11-3 13.4 15.11 Souther pine 42 8.6 11-0 13.1 15-5 7-9 10.0 12-0 14-0 Southern pine 43 6-7 8.5 9-11 11.10 6-0 7.8 9-1 10-9 Sprucc-pinc•Iir SS 8-4 11-0 14.0 17-0 84 11.0 13-8 15-11 Spruce -pine -fir al 8.1 10-3 12.7 14-7 7-5 9-5 11-6 13-4 Spruce -pine -fir #2 S-1 10.3 12-7 14-7 7-5 9-5 11-6 13-4 Spruce -pine -fir 43 6-2 7.9 9-6 11-0 5-7 7.1 8.8 10-1 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 inn . 1 pound per square foot = 0.0479 kPa. Note: Check sources for availability of lumber in lengths greater than 20 feet. a. End bearing length shall be increased to 2 inches. b. Dead load limits for townhouses in Seismic Design Category C and all structures in Seismic Design Categories D4. D„ and D: shall be determined in accordance with Section 8301.2.2 2.I. 116 2009 INTERNATIONAL RESIDENTIAL CODE® it 11:1031011•11101131.00 3 SNVds t N1:4Y lr iAO s« SILON Sifitll. .._...mss._.... �...°•rr mItru tAl (t1 4'itvs" P INV 1d VIVIL40'2:1y d002i • 0 Ile. 4,0 0 1.14 . s53:vr rot. 3a o: s..1.4 JOON 'lV •;1:01. ...tm -rvv.wu g701. 4311 t:OI1ViLLN11 JILV • t:i WW�'2�4 rioo-I- a Nvlcf iaaari . z.n.n m 1...a... es,. r.• w+ 0 ...at! As,-• S3101".4 DNS4Y SJ 8OO1 3 1- The Magnolia Yuktwila, Wa Rev. 530004 User. KEN -0604409. Vet 5 8.0. 1.Oec•2003 (c)1083-2003 ENERCALC Engineenng Software Description Title : Dsgnr: Description : Scope : General Timber Beam Job # Date: 5:04PM, 14 APR 13 Beam R1, Bedroom 2 header General Information Page 1 !2 Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabtes are user defined Section Name 4x10 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 3.500 in 9.250 in Sawn 1.150 Pin -Pin Full Length Uniform Loads Center Span Left Cantilever Right Cantilever Douglas Fir - Larch Fb Base Allow Fv Allow Fc Allow E 6.25 ft Lu ft Lu ft Lu (North), No. 1/No. 2 850.0 psi 180.0 psi 625.0 psi 1,600.0 ksi 0.00 ft 0.00 ft 0.00 ft Center Left Cantilever Right Cantilever DL DL DL 230.00 #/ft #/ft #/ft LL LL LL Span= 6.25ft, Beam Width = 3.500in x Depth = 9.251n, Ends are Pin -Pin 0.612 1 3.0 k -ft 4.9 k -ft at Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max Left Support Max @ Right Support Max. M allow fb 718.46 psi Fb 1,173.00 psi 2.99k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 4.88 fv Fv at 67.34 psi 207.00 psi 3.125 ft 6.250 ft 382.00 #/ft #/ft #/tt Maximum Shear * 1.5 Allowable Shear: Left Right Camber. @ Left Center @ Right Reactions... Left DL Right DL 0.72 k 0.72 k Max Max Beam Design OK 2.2 k 6.7 k 1.91 k 1.91 k 0.000 in 0.032 in 0.000 in 1.91 k 1.91 k Deflections Center Span... Dead Load Deflection -0.021 in ...Location 3.125 ft ...Length/Defl 3,508.1 Camber ( using 1.5 D.L. Defl) ... @ Center 0.032 in @ Left 0.000 in Right 0.000 in I Stress Calcs Total Load -0.057 in 3.125 ft 1,318.41 Left Cantilever... Deflection Length/Defl Right Cantilever... Deflection ...Length/Defl Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Bending Analysis Ck 32.811 Le Cf 1.200 Rb @ Center Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 0.000 ft 0.000 Max Moment 2.99 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 2.18 k 10.533 in2 207.00 psi 1.91 k 1.91 k Sxx CI 49.911 in3 Area 32.375 in2 0.000 Sxx Req'd 30.57 in3 0.00 in3 0.00 in3 @ Right Support 2.18 k 10.533 in2 207.00 psi Bearing Length Req'd Bearing Length Req'd Allowable fb 1,173.00 psi 1,173.00 psi 1,173.00 psi 0.874 in 0.874 in The Magnolia Tukwila, Wa Title : Job # 6 3 Dsgnr: Date: 5:04PM, 14 APR 13 Description : 2-1 Scope : Rev. 580004 Use!KN1.0504408, Ver 580, I -Dec -2003 General Timber Beam Page 2 n (c)1883.2003 ENERCALC Engineering Sdcxere Description Beam R1, Bedroom 2 header Query Values v n M, V, & D @ Specified Locations Center Span Location = Right Cant. Location = Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment Shear Deflection 0.00 k -ft 1.91 k 0.0000 in 0.00 k -ft 0.00 k 0.0000 in 0.00 k -ft 0.00 k 0.0000 in The Magnolia Tukwila, Wa By Ali Amin Title : Dsgnr: Description : Scope: Rev SSOLiia User KWZ604409, Vet 580, 1•Dec•2003 General Timber Beam (c)1_33.2003 EtHERVALC Engmeeting Sot a,c Description Beam Ft No0K/g/74- !General K%, i7` General Information Job # Date: 5:19PM, 14 APR 13 Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base ailowables are user defined Section Name Beam Width Beam Depth Member Type Load Our. Factor Beam End Fixity 3.125x9 3.125 in 9.000 in GluLam 1.000 Pin -Pin I Full Length Uniform Loads Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Fb Base Allow 2,400.0 psi Fv Allow 240.0 psi Fc Allow 650.0 psi E 1,800,0 ksi 8.50ft ,,.,.Lu 0.00 ft ft Lu 0.00 ft ft Lu 0.00 ft Center DL Left Cantilever DL Right Cantilever DL 165.00 #/ft 11 510.00 #/ft #/ft 11 #/tt $/ft LL #/ft Span= 8.50ft, Beam Width = 3.125in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max left Support Max @ Right Support Max. M allow ft) 1,734.00 psi Fb 2,400.00 psi Depth = 9.in, Ends are Pin -Pin 0.722 1 6.1 k -ft 8,4 k -ft at 4.250 ft at 8.500 ft 6.10k -ft 0.00k -ft 0.00 k -ft 0.00 k -ft 8.44 fv Fv 126.07 psi 240.00 psi Deflections Maximum Shear * 1.5 Allowable Shear: (4 Left Right Camber: @ Left Center Right Reactions... Left 01 Right 01 0.70 k 0.70 k Center Span... Deflection ...Location ... Length/Defl Camber ( using 1.5 • Center Left Right Dead Load Total Load -0.057 in -0.232 in 4.250 ft 4.250 ft 1,798.6 439.66 D.L. Deft) ... 0.085 in 0.000 in 0.000 in Stress Calcs left Cantilever,.. Deflection ...Length/Dell Right Cantilever... Deflection ... Length/Deft Max Max Beam Design OK 3.5 k 6.8 k 2.87 k 2.87 k 0.000 in 0.085 in 0.000 in 2.87 k 2.87 k Dead Load _ ...... Total Load _ -- 0.000 in 0.000 in 0.0 0.0 0.000 in 0.0 0.000 in 0.0 Bending Analysis Ck 22.210 Cf 1.000 @ Center Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max, Left Reaction Max. Right Reaction Le Rb 0.000 ft 0.000 Max Moment 6.10 k -ft 0.00 k -ft 0.00 k -ft Left Support 3.55 k 14.774 in2 240.00 psi 2.87 k 2.87 k Sxx CI 42.188 in3 0.000 Sxx Read 30.48 in3 0.00 in3 0.00 in3 Right Support 3.55 k 14.774 int 240.00 psi Bearing Length Req'd Bearing Length Req'd Area 28.125 in2 Allowable fb 2,400.00 psi 2,400.00 psi 2,400.00 psi 1.412 in 1.412 in The Magnolia Tukwila, Wa By Ali Amin Rev 580004 User KW -060,1409, Ver 580, 1•Dec•2003 (c)19832003 ENERCALC Env:ecnng Software Title : Dsgnr: Description : Scope : Job # Date: 5:19PM, 14 APR 13 General Timber Beam Page Description LQuery Values Beam F1, M. bedroom M, V, & D @ Specified Locations @ Center Span Location = Right Cant. Location = @ Left Cant. Location = Moment Shear Deflection 0.00 ft 0.00k -ft 2.87 k 0.0000 in 0.00 ft 0.00k -ft 0.00 k 0.0000 in 0.00 ft 0.00k -ft 0.00 k 0.0000 in Sketch & Diagram °1+544�ilieiitttiiii1i14eritiiriiiiiief(iri Roar = 2.9k Voar ®kA e. 28k fir= 6.1K•a mma._ •o.2san 0 FIrrus 2.9k Vault 2.04 The Magnolia I Tukwila, Wa By Ali Amin Title : Dsgnr: Description : Scope : Job # Date: 5:31 PM, 14 APR 13 /2 j Rev 58000: User' K /.0604409. Ver 5.80, 1-Dec•2003 (cj1983..2003 ENERCALC Enoinecrrng Seftwar General Timber Beam Description Page 1 I Beam F2, Nook/Kitchen I General Information Section Name 5.125x10.5 Beam Width 5.125 in Beam Depth 10.500 in Member Type GluLam Load Our. Factor Beam End Fixity 1.000 Pin -Pin Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined .. _ . ... .., ....wiw-.. erg% d... ✓re... . ..-... __ .. w .._ E� Center Span 16.50 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir, 24F - V4 Fb Base Allow 2,400.0 psi Fv Allow 240,0 psi Fc Allow 650.0 psi E 1,800.0 ksi 0.00 ft 0.00 ft 0.00 ft 1 Point Loads Dead Load 712.0 Ibs Live Load 2,189.0 Ibs ...distance 8.250 ft lbs lbs 0.000 ft lbs lbs 0.000 ft lbs lbs 0.000 ft Span= 16.500, Beam Width = 5.125in x Depth = 10.5in, Ends are Pin -Pin Max Stress Ratio 0.635 : 1 Maximum Moment 12.0 k -ft Allowable 18.8 k -ft Max. Positive Moment 11.97 k -ft at 8.250 ft Max. Negative Moment 0.00 k -ft at 16.500 ft Max @ Left Support 0.00 k -ft Max @ Right Support 0.00 k -ft Max. M allow 18.83 fb 1,524.87 psi fv 40.43 psi Fb 2,400.00 psi Fv 240.00 psi Deflections lbs lbs 0.000 ft Maximum Shear * 1.5 Allowable Shear: @ Left @ Right Camber: @ Left @ Center @ Right Reactions... Left DL 0.36 k Max Right DL 0.36 k Max lbs lbs 0.000 ft lbs lbs 0.000 ft Beam Design OK 2.2 k 12.9 k 1.45 k 1.45 k 0.000 in 0.194 in 0.000 in 1.45k 1.45 k Center Span... Dead Load Deflection -0.129 in ...Location 8.250 ft ...Length/Defl 1,530.4 Camber ( using 1.5 ' D.L. Deft) ... @ Center 0.194 in @ Left 0.000 in @ Right 0.000 in Total Load Left Cantilever... Dead Load Total Load -0.527 in Deflection 0.000 in 0.000 in 8.250 ft ...Length/Defl 0.0 0.0 375.60 Right Cantilever... Deflection ...Length/Deft 0.000 in 0.0 0.000 in Stress Calcs Bending Analysis Ck 22.210 Cv 1.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 0.000 ft 0.000 Max Moment 11.97 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 2.18 k 9.066 in2 240.00 psi 1.45 k 1.45 k Sxx CI 0.0 94.172 in3 Area 53.813 in2 0.000 Sxx Req'd 59.83 in3 0.00 in3 0.00 in3 @ Right Support 2.18 k 9.066 in2 240.00 psi Bearing Length Req'd Bearing Length Req'd Allowable fb 2,400.00 psi 2,400.00 psi 2,400.00 psi 0.435 in 0.435 in The Magnolia • IS Wa , . By Ali Amin Title: Job *3 Dsgnr: Date: 5:31PM, 14 APR 13 Description : Scope : Rev 580004 I User KW -0604409. yet 580. 1.0ec-2033 (c)19.63-2003 ENERCALC Engineestng Software General Timber Beam Page Description 1 Query Values Beam F2, Nook/Kitchen M, V, & D @ Specified Locations Center Span Location = ig Right Cant. Location = Left Cant. Location = I Sketch & Diagram 0.00 ft 0.00 ft 0.00 ft • 1.54 tarsi 12 C1c-11 Drruz k../3 ,2M WRAY z 1.5k Vrrsar 0 Sok Moment 0.00k -ft 0.00k -ft 0.00 k -ft Rrrsar k 1.5k %Mu. et 1.5k Shear 1.45 k 0.00 k 0.00 k Deflection 0.0000 in 0,0000 in 0.0000 in The Magnolia Tukwila, Wa . By Ali Amin Rev 580004 User KW -0604409, ver 5 8.0, t•Oec-2033 (c)1983.2003 ENERCALC Eregineerrng Software Title : Job 1f Dsgnr: Date: 5:53PM, 14 APR 13 Description : Scope : General Timber Beam Page 1 Description Beam F3, Hall General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC. 2003 NFPA 5000. Base allowabies are user defined Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 3.125x9 3.125 in 9.000 in Glulam 1.000 Pin -Pin Point Loads Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Fb Base Allow 2,400.0 psi Fv Allow 240.0 psi Fc Allow 650.0 psi E 1,800.0 ksi 11.00ft Lu ft Lu ft Lu 0.00 ft 0.00 ft 0.00 ft - - Dead Load 467.0 Ibs Live Load 1,434.0 lbs ...distance 5.000 ft Summary tbs lbs 0.00011 lbs lbs 0.000 ft Span= 11.000, Beam Width = 3.125in x Depth = 9.in, Ends are Pin -Pin 0.613: 1 5.2 k -ft 8.4 k -ft at 5.016 ft at 11.000 ft Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow ib 1,470.78 psi Fb 2,400.00 psi 5.17 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 8.44 fv 55.30 psi Fv 240.00 psi lbs lbs 0.000 ft lbs lbs 0.000 ft lbs lbs 0.000 ft lbs lbs 0.000 ft Maximum Shear * 1.5 Allowable Shear: Reactions... Left DL Right DL Beam Design OK 1.6 k 6.8 k @ Left 1.04 k @ Right 0.86 k Camber: @ Left 0.000 in @ Center 0.097 in @ Right 0.000 in 0.25 k 0.21 k Max 1.04 k Max 0.86 k iDeflections Center Span... Deflection ...Location ...Length/Defl Dead Load -0.065 in 5.324 ft 2,038.1 Camber ( using 1.5 ' D.L. Defl) ... Center 0.097 in @ Left 0.000 in @ Right 0.000 in Stress Calcs Total Load -0.264 in 5.324 ft 500.68 Left Cantilever... Dead Load Deflection 0.000 in ...Length/Defl 0.0 Right Cantilever... Deflection ...Length/Defl 0.000 in 0.0 Total Load 0.000 in 0.0 0.000 in 0.0 Bending Analysis Ck 22.210 Le Cv 1.000 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 0.000 ft 0.000 Max Moment 5.17 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 1.56 k 6.481 in2 240.00 psi 1.04 k 0.86 k Sxx CI 42.188 in3 Area 28.125 in2 0.000 Sxx Req'd 25.85 in3 0.00 in3 0.00 in3 @ Right Support 1.30 k 5.401 in2 240.00 psi Bearing Length Req'd Bearing Length Req'd Allowable fb 2,400.00 psi 2,400.00 psi 2,400.00 psi 0.510 in 0.425 in The Magnolia �uk�Arila, Wa By Ali Amin Title : Dsgnr: Description : Scope : Job # Date: 5:53PM, 14 APR 13 69/ ( Rev 580304 1 User. KW -0504409. Ver 5 8 0. 1 -Dec -:003 I (c)1833-2003 Et:ERCALC Engu+eenng Software Description Beam F3, Hall General Timber Beam Page Query Values M, V, & D © Specified Locations Center Span Location = Right Cant. Location = Left Cant. Location = Sketch & Diagram 0.00 ft 0.00 ft 0.00 ft mu R=tOk Vmat 0led = 10k Mak =52k5 MUNI( .0.2644n Moment 0.00k -ft 0.00k -ft 0.00k -ft Raw =0W Vmaa@n= 0.9k Shear 1.04 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in The Magnolia Tuk*ita, Wa By Ali Amin Rev 580004 User: KW.O 04409. Ver 5.8.0. 1 -Dee -2003 (ct1983.2003 EUERCALC Er,ineenng Software Title : Job # Dsgnr: Date: 5:58PM, 14 APR 13 614, Description : Scope : General Timber Beam Page 1 I Description Beam R2, Dining header General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 4x10 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity I Full Length Uniform Loads 3.500 in 9.250 in Sawn 1.150 Pin -Pin Center Span Left Cantilever Right Cantilever Douglas Fir - Larch Fb Base Allow Fv Allow Fc Allow 6.00 ft Lu ft Lu ft Lu (North). No. 1/No. 2 850.0 psi 180.0 psi 625.0 psi 1,600.0 ksi 0.00 ft 0.00 ft 0.00 ft Center Left Cantilever Right Cantilever DL DL DL 315.00 #/ft Wit #/ft LL LL LL Span= 6.00ft, Beam Width = 3.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb Fb Deflections 908.81 psi 1,173.00 psi Depth = 9.25in, Ends are Pin -Pin 0.775: 1 3.8 k -ft 4.9 k -ft at 3.000 ft at 0.000 ft 3.78 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 4.88 fv Fv 86.87 psi 207.00 psi 525.00 #lft if/ft #/ft Maximum Shear * 1.5 Allowable Shear: Reactions... Left DL Right DL Beam Design OK 2.8 k 6.7 k @ Left 2.52 k @ Right 2.52 k Camber: @ Left 0.000 in @ Center 0.037 in @ Right 0.000 in 0.94 k 0.94 k Max 2.52 k Max 2.52 k Center Span... Dead Load Deflection -0.025 in ...Location 3.000 ft ...Length/Deft 2,895.2 Camber ( using 1.6' D.L. Deft) ... @ Center 0.037 in @ Left 0.000 in a Right 0.000 in Total Load -0.066 in 3.000 ft 1,085.70 Left Cantilever... Deflection ...Length/Deft Right Cantilever... Deflection ...Length/Defl Stress Calcs Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Bending Analysis Ck 32.811 Cf 1,200 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 0.000 ft 0.000 Max Moment 3.78 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 2.81 k 13.586 in2 207.00 psi 2.52 k 2.52 k Sxx CI 49.911 in3 Area 32.375 in2 0.000 Sxx Req'd 38.67 in3 0.00 in3 0.00 in3 @ Right Support 2.81 k 13.586 in2 207.00 psi Bearing Length Req'd Bearing Length Req'd Allowable fb 1,173.00 psi 1,173.00 psi 1,173.00 psi 1.152 in 1.152 in 62 The Magnolia • r, Tukv)rila, Wa By Ali Amin Rev 530004 User: KLV-0604409. Ver 5 8 0. Dec.2003 .' (010:33-M03 EP:ERi.RLC E"•neenng $0ftware Description Beam R2, Dining header Title : Dsgnr: Description : Scope : General Timber Beam I Query Values Job fi G_:3f Date: 5•58PM, 14 APR 13 Z) Page M, V, & D @ Specified Locations @ Center Span Location = Right Cant. Location = Left Cant. Location = Sketch & Diagram Roux = 2.51, vr,a=9 Tin : 2 St 0.00 ft 0.00 ft 0.00 ft moo=• 3.8=•! Moment 0.00 k -ft 0.00k -ft 0.00k -ft Shear 2.52 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in 0401111 Rm. 2 5k vma"On=25k • The Magnolia iTuk�wila, Wa By Ali Amin Rev 580004 user: K'/ 04409, Vet 5a0,1•t3ec•2003 Genera W1083.2003 ENERCALC Engineering Sc. Description Beam F4, Garage General Information Title : Dsgnr: Description : Scope : Timber Beam Job# (--17 )2 Date: 6:13PM, 14 APR 13 Page 1 Code Ret: 1997/2001 NOS, 2000/2003 IBC, 2003 NFPA 5000. Base altowabies are user defined t' Section Name 5.125x18 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 5.125 in 18.000 in GluLam 1.000 Pin -Pin Center Span 22.50 ft Lu Left Cantilever ft Lu Right Cantilever ft lu Douglas Fir, 24F - V9 Fb Base Allow 2,400.0 psi Fv Allow 240.0 psi Fc Allow 650.0 psi E 1,800.0 ksi Full Length Uniform Loads 0.00 ft 0.00 ft 0.00 ft Center DL Left Cantilever DL Right Cantilever DL Summary Span= 22.50ft, Beam Width Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow ro 1,673.78 psi Fb 2,288.79 psi 150.00 #/ft #/ft #/n LL LL LL 460.00 #/f1#/ft #/ft = 5.125in x Depth = 18.in, Ends are Pin -Pin 0.731 : 1 38.6 k -ft 52.8 k -ft at 11.250 ft at 22.500 ft 38.60 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 52.79 fv Fv Deflections 97.30 psi 240.00 psi Maximum Shear * 1.5 Allowable Shear: Reactions... Left DL Right DL Beam Design OK 9.0 k 22.1 k @ Left 6.86 k @ Right 6.86 k Camber: @ Left 0.000 in @ Center 0.289 in @ Right 0.000 in 1.69 k 1.69 k Center Span... Deflection ...Location ...Length/Deft Dead Load -0.193 in 11.250 ft 1,399.5 Camber ( using 1.5 • D.L. Defl) ... @ Center 0.289 in @ Left 0.000 in @ Right 0.000 in Total Load -0.785 in 11.250 ft 344.14 Stress Catcs Max 6.86 k Max 6.86 k Left Cantilever... Deflection ...Length/Deft Right Cantilever... Deflection ...Length/Deft Dead Load Total Lead 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Bending Analysis Ck 22,210 Cv 0.954 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 0.000 ft 0.000 Max Moment 38.60 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 8.98 k 37.401 in2 240,00 psi Sra 276.750 in3 Area 92.250 in2 CI 0.000 $, x Req'd 202.39 in3 0.00 in3 0.00 in3 @ Right Support 8.98 k 37.401 in2 240.00 psi Allowable fb 2,288.79 psi 2,288.79 psi 2,288.79 psi 6.86 k Bearing Length Req'd 2.060 in 6.86 k Bearing Length Req'd 2.060 in Z.. ) • The Magnolia iukovila, Wa r= By Ali Amin Title : Job # Dsgnr: Date: 6:13PM, 14 APR 13 C "1"7 1 Description : • Scope : Rev 580004 User, KW -0604409, Vcr 5 8 0. 1 •[kc 2003 ((cc)1933.2003 ENERCALC Enginee:nng Software Description General Timber Beam Page 2 Beam F4, Garage Query Values M, V, & D(41 Specified Locations Center Span Location = Right Cant. Location = Left Cant. Location = [Sketch & Diagram '1i� 619,1 iti 0.00 ft 0.00 ft 0.00 R r- T! i,t,•t,tl#rtitlftt tt#ti+tt!!i 61OJ1 Rmav n 6 9Y Vm]Y Ic = 6,6k YirS6 V" OmaY n -0.785M Moment 0.00 k -ft 0.00k -ft 0.00 k -ft Rm.. 6.6t Vn u0nn69k Shear 6.86 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in The Magnolia Tukwila, Wa By Ali Amin Title : Dsgnr: Description : Scope : Job # Date: 6:29PM, 14 APR 13 Rev 563004 U:.er KV/4604409, Vef 5 8 0, 1-Det•2003 (c)1983.2003 E:IERCALC Eng.�renng So.'. -'e General Timber Beam Page 1 Description Beam F5, Garage IGeneral Information Code Ref: 1997/2001 NDS, 2000/2003 IBC. 2003 NFPA 5000. Base allowables are user defined Section Name 5.125x10.5 Beam Width 5.125 in Beam Depth 10.500 in Member Type GluLam Load Dur. Factor Beam End Fixity 1.000 Pin -Pin Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Fb Base Allow Fv Allow Fc Allow E Point Loads 7.50 ft Lu ft Lu ft Lu 2,400.0 psi 240.0 psi 650.0 psi 1,800.0 ksi 0.00 ft 0.00 ft 0.00 ft Dead Load 1,693.0 Ibs Live Load 5,208.0 Ibs ...distance 3.750 It Summary lbs lbs 0.000 ft lbs lbs 0.000 ft lbs lbs 0.000 ft Span= 7.5011, Beam Width = 5.1251n x Depth = 10.5in, Ends are Pin -Pin Max Stress Ratio 0.687 1 Maximum Moment 12.9 k -ft Allowable 18.8 k -ft Max. Positive Moment Max. Negative Moment Max Left Support Max Right Support Max. M allow 1,648.82 psi Fb 2,400.00 psi 12,94 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 18.83 fv Fv at 3.750 ft at 0.000 ft 96.18 psi 240.00 psi lbs lbs 0.000 ft Maximum Shear * 1.5 Allowable Shear. Reactions... Left DL Right DL lbs lbs 0.000 ft lbs lbs 0.000 ft Beam Design OK 5.2 k 12.9 k 0Left 3.45k 0 Right 3.45 k Camber: @ Left 0.000 in Center 0.043 in Q Right 0.000 in 0.85 k 0.85 k Max 3.45 k Max 3.45 k Deflections Center Span... Dead Load Deflection -0.029 in ...Location 3.750 ft ...Length/Deft 3.115.0 Camber ( using 1.5' D.L. Defl) ... Center 0.043 in Left 0.000 in 0 Right 0.000 in Total Load -0.118 in 3.750 ft 764.19 Left Cantilever... Deflection ...Length/Deft Right Cantilever... Deflection ...Length/Defl Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 [Stress Calcs Bending Analysis Ck 22.210 Cv 1.000 0 Center Left Support 0 Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 0.000 ft 0.000 Max Moment 12.94 k -ft 0.00 k -ft 0.00 k -ft 0 Left Support 5.18 k 21.566 in2 240.00 psi 3.45 k 3.45 k Svc CI 94.172 in3 Area 53.813 in2 0.000 Sxx Req:d Allowable fb 64.70 in3 2,400.00 psi 0.00 in3 2,400.00 psi 0.00 in3 2,400.00 psi 0 Right Support 5.18 k 21.566 in2 240.00 psi Bearing Length Req'd Bearing Length Req'd 1.036 in 1.036 in The Magnolia Tukwila, Wa • By Ali Amin Rev 580004 User Mr -08044W, , Ver 5 8 4. 1 -Dec -2003 (c)1983-2003 ENERCALC EnSEnecong Software an Title : Dsgnr: Description : Scope: Job # Date: 6:29PM, 14 APR 13 General Timber Beam Page Description Beam F5, Garage Query Values M, V, & D @ Specified Locations Center Span Location = Right Cant. Location = Left Cant. Location = Sketch & Diagram 0.00 ft 0.00 ft 0.00 ft ()Tax 11&n Rm .% 3 S Vmak Q le 3.5k Moment 0.00 k -ft 0.00k -ft 0.00 k -ft ROUX = 3 S Vmai 0n=3Sk Shear Deflection 3.45 k 0.0000 in 0.00 k 0,0000 in 0.00 k 0.0000 in 5� The Magnolia y,; �uk�arila, Wa By Ali Amin Title : Dsgnr: Description : Scope : Rev. 580004 User. <W-0504409. Ver 5.8.0, 1•Dec.2003 (c)1983.2003 ENERCALC Eng:neenng Software Job # Date: 6:56PM, 14 APR 13 General Timber Beam 1410.40* WO* Page 1 1 Description BeamF6, Garage header I General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 5.125x31.5 5.125 in 31.500 in GluLam 1.250 Pin -Pin Full Len th Uniform Loads Center Span Left Cantilever Right Cantilever Fb Base Allow Fv Allow Fc Allow E 16.50 ft ft ft 2,400.0 psi 165.0 psi 625.0 psi 1,800.0 ksi Lu Lu Lu 0.00 ft 0.00 ft 0.00 ft Center Left Cantilever Right Cantilever DL DL DL 98.00 #/ft #/ft #/ft LL LL LL 300.00 #/ft #/ft #/ft Trapezoidal Loads #1 DL @ Left DL @ Right #2 DL @ Left DL @ Right 173.00 #/ft LL @ Left 173.00 #Ift LL @ Right 173.00 #/ft LL @ Left 173.00 #/ft LL @ Right [Point Loads 288.00 #/ft 288.00 #/ft 288.00 #/ft 288.00 #/ft Start Loc End Loc Start Loc End Loc 0.000 ft 1.750 ft 14.750 ft 16.500 ft Dead Load Live Load ...distance 1,170.0 lbs 1,950.0 lbs 1.750 ft Summary 1,170.0 lbs lbs lbs 1,950.0 lbs lbs lbs 14.750 ft 0.000 ft 0.000 ft lbs lbs 0.000 ft lbs lbs 0.000 ft lbs lbs 0.000 ft Beam Design OK Span= 16.50ft, Beam Width = 5.125in x Depth = 31.5in, Ends are Pin -Pin Max Stress Ratio 0.102 : 1 Maximum Moment 19.7 k -ft Maximum Shear * 1.5 3.4 k Allowable 197.1 k -ft Allowable 33.3 k Max. Positive Moment 19.71 k -ft at 8.250 ft Shear: @ Left 7.21 k Max. Negative Moment 0.00 k -ft at 16.500 ft @ Right 7.21 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.019 in Max. M allow 197.09 @ Right 0.000 in Reactions... fb 279.07 psi fv 20.99 psi Left DL 2.28 k Max 7.21 k Fb 2,790.50 psi Fv 206.25 psi Right DL 2.28 k Max 7.21 k I Deflections Center Span... Dead Load Deflection -0.012 in ...Location 8.250 ft ...Length/Defl 15,992.1 Camber ( using 1.6 . D.L Deft) ... @ Center 0.019 in @ Left 0.000 in @ Right 0.000 in Total Load -0.043 in 8.250 ft 4,658.78 Left Cantilever... Deflection ...Length/Deft Right Cantilever... Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 Deflection 0.000 in 0.000 in ...Length/Defl 0.0 0.0 The Magnolia e T• ukwila, Wa By Ali Amin Title : Job # 67 Dsgnr: Date: 6:56PM, 14 APR 13 Description : Scope : Rev 580004 User. KW -0604409. Ver 5 3.0. 1 .Oec-2003 (c)1933-2003 ENERCALC Engmeenng Software General Timber Beam Page Description BeamF6, Garage header Stress Calcs Bending Analysis Ck 19.865 Le Cv 0.930 Rb Center Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction [Query Values 0.000 ft 0.000 Max Moment 19.71 k -ft 0.00 k -ft 0.00 k -ft Left Support 3.39 k 16.429 in2 206.25 psi Sxx 847.547 in3 Area 161.438 in2 CI 0.000 Sxx Regsl Allowable fb 84.76 in3 2,790.50 psi 0.00 in3 2,790.50 psi 0.00 in3 2,790.50 psi Right Support 3.39 k 16.429 in2 206.25 psi 7.21 k Bearing Length Req'd 7.21 k Bearing Length Req'd 2.251 in 2.251 in M, V, & D@ Specified Locations @ Center Span Location = Right Cant. Location = Left Cant. Location = Sketch & Diagram 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear 7.21 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in "'"'ret 14/t: � r --i lttriY l} ti4l}1t}tt}l tf Yf Yi+/t}1�t4Yt fY Y} 3.98/04 1"P 41141 i 4610/! 46)t ( i 4611141 Rrtux z 7.2it wax 0 lea = 7.21t Rpm = t6.7101 .i tic-0o.xt 0 Rmac 721, Vmv@rt =7.h The Magnolia . u vita, Wa By Ali Amin Rev '553004 user Ktv-36344cs, ve: 5.5 0. 1.Dee.2003 (c)1S53,X03 ENERCALC Engineering So:wafe Description Beam F7, Living room I General Information Title : Dsgnr: Description : Scope : General Timber Beam Job # j Date: 7.07PM, 14 APR 13 Page 1 f Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NF PA 5000. Base atlowables are user defined Section Name 5.125x13.5 Beam Width 5.125 in Beam Depth 13.500 in Member Type GtuLam Load Dur. Factor Beam End Fixity Full Length Uniform Loads 1.000 Pin -Pin Center Span 16.00 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir, 24F - V4 Fb Base Allow 2,400.0 psi Fv Allow 240.0 psi Fc Allow 650.0 psi E 1,800.0 ksi 0.00 ft 0.00 ft 0.00 ft Center OL Left Cantilever DL Right Cantilever DL 225.00 #/fl #/ft #/ft LL 375.00 #/ft LL #Ift LL #Ifl Span= 16.00ft, Beam Width = 5.125in x Depth=13.5in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb Fb 1,480.04 psi 2,400.00 psi 0.617 1 19.2 k -ft 31.1 k -ft 19.20 k -ft at 8.000 ft 0.00 k -ft at 0.000 ft 0.00 k -ft 0.00 k -ft 31.13 fv 89.91 psi Fv 240.00 psi Maximum Shear * 1.5 Allowable Shear: Reactions... Left DL Right DL Beam Design OK 6.2 k 16.6 k @ Left 4.80 k @ Right 4.80k Camber. @ Left 0.000 in @ Center 0.263 in @ Right 0.000 in 1.80 k 1.80 k Deflections Center Span... Deflection ..Location Dead Load -0.175 in 8.000 ft ...Length/Defi 1,094.6 Camber ( using 1.5' D.L Deft) ..< @ Center @ Left @ Right 0.263 in 0.000 in 0.000 in Stress Calcs Bending Analysis Ck 22.210 Cv 1.000 @ Center @ Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max, Left Reaction Max. Right Reaction Total Load -0.468 in 8.000 ft 410.47 Left Cantilever... Deflection ...LengthiDefl Right Cantilever... Deflection ...Length/Deft Max 4.80 k Max 4.80 k Dead Load _ .. _.._-° Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.0 Le Rb 0.000 ft 0.000 Max Moment 19.20 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 6.22 k 25.920 in2 240.00 psi 4.80 k 4.80 k Sxx CI 155.672 in3 0.000 Sxx Req'd 96.00 in3 0.00 in3 0.00 1n3 @ Right Support 6.22 k 25.920 in2 240.00 psi Bearing Length Req'd Bearing Length Req'd Area 69.188 in2 Allowable fb 2,400.00 psi 2,400.00 psi 2,400.00 psi 1.441 in 1.441 in 0.000 in 0.0 The Magnolia r : �(u14wiIa, Wa B1i Ali Amin Rev --........... __.. 580004 Usti: KW46O.4O9, ver 580, t-Dec•2003 (c)1983.2O03 ENERCALC Engineering Software Title : Job # Z ) Dsgnr: Date: 7:07PM, 14 APR 13 / L Description : Scope : General Timber Beam Description Beam F7, Living room Query Values Page 2 I M, V, & D @ Specified Locations Center Span Location = Right Cant. Location = Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment Sketch & Diagram �QY¢titirt14ttt ttttt$tittrtiitlU1111iii$$ 900S4t Rm1x x 46k wnsx O'lel - 4.E1( 142xx.= Io 7111 Crux = -0 48Ed1 0 0.00k -ft 0.00 k -ft 0.00k -ft Shear 4.80 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in The Magnolia Ttrdcwila, Wa BY Ali Amin Rev 590004 User KW -0804409, Ver 500. 1.OK-2033 (c)1g83.2003 ENERCALC Engneenng Software Title : Dsgnr: Description : Scope : General Timber Beam Job # Date: 7:19PM, 14 APR 13 Page Description Beam F8, Entry General Information Code Ref: 1997/2001 NOS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined j Section Name 5:125x10.5 Center Span 9.50 ft Lu 0.00 ft Beam Width 5.125 in Left Cantilever ft Lu 0.00 ft Beam Depth 10.500 in Right Cantilever ft Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V4 Fb Base Allow 2,400.0 psi Load Dur. Factor 1.000 Fv Allow 240.0 psi Beam End Fixity Pin -Pin Fc Allow 650.0 psi E 1,800.0 ksi Full Length Uniform Loads Center Left Cantilever Right Cantilever Point Loads DL DL DL 60.00 #/ft #/ft #/ft LL 180.00 #/ft LL #/R LL #/ft Dead Load Live Load ...distance 1,800.0 tbs 3,000.0 lbs 1.500 ft Summary lbs lbs 0.00011 lbs lbs 0.000 ft lbs lbs lbs lbs lbs lbs lbs lbs 0.000 ft 0.000 ft 0.000 ft 0.000 ft Span= 9.50ft, Beam Width = 5.125in x Depth = 10.5in, Ends are Pin -Pin Max Stress Ratio 0.578: 1 Maximum Moment 7.5 k -ft Allowable 18.8 k -ft Max. Positive Moment 7.50 k -ft at 1.596 ft Max. Negative Moment 0.00 k -ft at 9.500 ft Max @ Left Support 0.00 k -ft Max @ Right Support 0.00 k -ft Max. M allow 18.83 Reactions... fb 956.23 psi fv 138.60 psi Left DL 1.80 k Max Fb 2,400.00 psi Fv 240.00 psi Right DL 0.57 k Max Maximum Shear * 1.5 Allowable Shear: �, Beam Design OK 7.5 k 12.9 k Left 5.18k Right 1.90 k Camber: Left 0.000 in Center 0.062 in Right 0.000 in LDeflections 5.18 k 1.90 k Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.041 in -0.127 in Deflection 0.000 in 0.000 in ...Location 4.294 ft 4.370 ft ...Length/Dell 0.0 0.0 ...Length/Defl 2,755.1 900.09 Right Cantilever... Camber ( using 1.5' D.L. Dell ) ... Deflection 0.000 in 0.000 in Center 0.062 in ...Length/Den 0.0 0.0 Left 0.000 in Right 0.000 in The Magnolia „F:anrila, Wa By Ali Amin Rev 580004 - user KW0604409. Ver 5 8 0. 1.Oec•2003 (c)1983.2003 ENERCAIC Engineenng Software Title : Dsgnr: Description : Scope : Job it .31 Z1 Date: 7:19PM, 14 APR 13 General Timber Beam Page 2 Description Beam F8, Entry I Stress Calcs 161. Bending Analysis Ck 22.210 Le Cv 1.000 Rb r§ Center Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 1 Query Values 0.000 ft 0.000 Max Moment 7.50 k -ft 0.00 k -ft 0.00 k -ft Left Support 7.46 k 31.077 in2 240.00 psi •1 5.18 k 1.90 k S)o CI 94.172 in3 Area 53.813 in2 0.000 Sxx Req'd Allowable fb 37.52 in3 2,400.00 psi 0.00 in3 2,400.00 psi 0.00 in3 2,400.00 psi Right Support 2.53 k 10.551 in2 240.00 psi Bearing Length Req'd Bearing Length Req'd M, V, & D Specified Locations Center Span Location = Right Cant. Location = Left Cant. Location = Sketch & Diagram Rmak = 5.2k Vau[ 0 = 5.2k tkx = 7.5k -R Druz = -0 122$n 0.00 ft 0.00 ft 0.00 ft 9/i{1eie*$, 1.556 in 0.570 in Moment 0.00 k -rt 0.00 k -ft 0.00 k -ft Shear 5.18 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in ire Glazing Schedule i Project Information 134XX MILITARY RD S Tukwila, WA 98168 Conditioned Floor Area Sum of All Glazing Areas From Below Glazing to Floor Area Ratio Exterior Doors Plan Component 2820 513 18.19% Contact Information L E CO Dan O'Neill Pen,* P.O. Box 567,0_ Kirkland, WA 98033 Sum of UA for Heating System Sizing 602.7.2 Exception Ratio (not to exceed 1%) 157.0 Door Percent Width Height Glazing Door Door -factor Glazed Qt. Feet �"`h Feet inch Area Area UA ID L II JUVn Entry Door • ••••. •- 0.200. 50% . 1 3 0.300 6 10 10.3 20.5 4.1 7 Deck Door 1 0.200 50%, 1 6 3 6 10 20.5 41.0 8.2 Main Floor 8 5 0.300 1. Main Floor 5 0.300 1 Upper Floor - _ 0.300 4 Upper Floor 2 0.300 1 Upper Floor City of TuKWIla 4. 0.300 1 Upper Floor igUtLDING uiVIEION One Exempt Swinging Door < 24 Square Feet - 3 _ 0.300 - Sum of Glazing Area, Door Area, and UA (do not include exempt door) Area Weighted U = UA/Area c,,.,, r f craa and UA for Heatina system size only (include exempt door) 30.81 61.5 12.3 . 0.20 30.81 61.5 12.3 Vertical Glazing (Windows, Glazed doors using Exception 602.6 #1) Plan Component Glazing Width Height ID Description Ref. U -factor t. Feet inch Feet in h WSEC Prescriptive Worksheet (2010 Edition) bk3-- t 57 2 Main Floor0.300 35.0 7 Main Floor 2 2 0.300 -..__ , 1 Main Floor R JItWtD FOR 7 0.300 1 Main Floor ut COMPLIANCE 5 0.300 3 Main Floor APPROVED 5 0.300 2 . Main Floor 8 5 0.300 1. Main Floor 5 0.300 1 Upper Floor - _ 0.300 4 Upper Floor 2 0.300 1 Upper Floor City of TuKWIla 4. 0.300 1 Upper Floor igUtLDING uiVIEION 5 0.300 3 Upper Floor 0.300 WSEC Prescriptive Worksheet (2010 Edition) bk3-- t 57 2 6 35.0 7 56.0 2 2 8. 7 22.50 1 8 30.0 7 30.0 1 2 4 5 3.00 3 5. 72.0 5 2 . 2 8 5 1. 6 5 1 6. 5 4 2. 2 1 2 6 4. 1 7 6 5 3 6 4 Sum of Area and UA Area Weighted U = UA/Area RECEIVED CITY O.F TUKWILA MAY 072013 PERMIT CENTER Glazing Area UA 84.0 25.20 35.0 10.50 56.0 16.80 11.7 3.50 75.0 22.50 25.0 7.50 30.0 9.00 30.0 9.00 16.0 4.80 10.0 3.00 37.5 11.25 72.0 21.60 1 482.2 144.651 0.30 WSUEEP10-010 Copyright 2010 . ii3Overhead Glazing . "e? • Plan Component ID Description Glazing Ref. U Doube Glazed Garden Windows Section 602.7.2 Exception Plan Component ID Description Width Height Qt. Feet I"0" Feet Inch Sum of Area and UA Area Weighted U = UA/Area Width Height Qt. Feet I"`" Feet lnth Sum of Area Sum of Area X 3 (This total is automatically included in the glazing area total.) Glazing UA for Heating System Size Only = Area X 0.63 WSEC Prescriptive Worksheet (2010 Edition) Area UA Area UA WSUEEPI O-010 Copyright 2010 %fnple Heating System Size: Climate Zone 1 • Project Information 134XX MILITARY RD S Tukwila, WA 98168 Indoor Design Temperature Outdoor Design Temperature Design Temperature Difference (AT) AT = Indoor - Outdoor Design Temp Conditioned Floor Area Conditioned Volume Glazing Copy Sum of UA from Glazing Schedule Attic U -Factor X 0.027 0.026 R-49 R-38 Advanced Single Rafter or Joist Vaulted Ceilings U -Factor X Area 0.027 R-38 Vented 70 24 46 3831 24205 157 Area 1968 Above Grade Walls R-21. Floors U -Factor X Area 0.056 R-30 2957 U -Factor X Area 0.029 Below Grade Walls 2' Depth 3.5' Depth 7' Depth Walls Walls Walls Slab Below Grade 2' Depth 3.5' Depth 7' Depth U -Factor X 0.042 0.041 0.037 F -Factor X 0.59 0.64 0.57 Slab on Grade R-10 2' perimeter R-10 Full - Heated 581 Area Length F -Factor X Length 0.54 0.55 Sum of UA Envelope Heat Load Sum ofUAXAT Air Leakage Heat Load ((Volume X 0.6) X AT) X .018)) Building Design Heat Load Air Leakage + Envelope Heat Loss Building and Duct Heat Load If ducts are located In unconditioned space: Sum of Building Heat Loss X 1.15 If ducts are located in conditioned space: Sum of Building Heat Loss X 1 1 Contact Information Dan O'Neill P.O. Box 567 Kirkland, WA 98033 • UA 53.1 UA UA 165.6 • UA 16.8, • UA • UA • UA Maximum Heat Equipment Output Building and Duct Heat Loss X 1.50 WSEC Prescriptive Worksheet (2010 Edition) 150% 393 18056 12025 30081 30081 45122 P'LE copy REVIEWED FOR CODE COMPLIANCE APPROVED. OCT 3 0 2013 City of Tukwila BUILDING DIVISION Btu / Hour Btu / Hour Btu / Hour Btu / Hour Btu / Hour X13- 15 7 RECEIVED CITY OF TUKWILA MAY 0 7 2013 PERMIT CENTER WSUEEPI O-010 Copyright 2010 Prescriptive Energy Code Compliance for Single Family and Duplex Housing: Zone 1 1(91 Project Information Contact Information 134XX MILITARY RD S Tukwila, WA 98168 Dan O'Neill P.O. Box 567 Kirkland, WA 98033 This set of forms has been developed to assist permit applicants documenting compliance with the Washington State Energy Code, (2009 edition). This set is for structures built under the IRC and located in Climate Zone 1. The following forms provide much of the required documentation for plan review. The details noted here must also be shown on the drawings (WSEC 104.2). This form is not a substitute for the energy code itself. To obtain a copy of the energy code, go to the following web address. http://www.energy.wsu.edu/code Option pCeilingAbove Glazing Area'°: % of Floor GlazingU-Factor 9 Door U -Factor 2 Vaulted Ceiling3 Wa1112 Grade Wall• int4 Below Grade Wall. ext4 Below Grade Floor5 Slab' on Grade Vertical Overhead'' 01 13% 0.34 0.50 0.20 R-49 or R-38 Adv. R-38R R-21 R-21 TB R-10 R-30 R-10 2' Q II 25% 0.32 0.50 0.20 R-49 or R-38 Adv. R-38R R-21 R-21 TB R-10 R-30 R-10 2, QQ Ili Unlimited 0.30 0.50 0.20 R-49 or R-38 Adv. R-38R R-21 R-21 TB R-10 R-30 R-10 2, See WSEC table 6-1 for footnotes Glazing Schedule Attached to Document ❑ Does not apply. (SEE INSTRUCTIONS) Using Prescriptive Option III. All glazing and doors meet maximum U -factor. Alternate heating size method submitted. ❑ Option I or II, Glazing to floor area limit (WSEC 602.7.2) ❑ Area weighted window, skylight or door U -factor (WSEC 602.7.2) ❑ As part of the heating system sizing calculation (IRC M1401.3 & WSEC 503.2.2) Radiant slab: 0 R-10 foam insulation, continuous with thermal break (WSEC 502.1.4.9) Chapter 9 Options Total of 1 Credit Required Opt. Opt. Description 1a High Efficiency HVAC Equipment 1 1 b High Efficiency HVAC Equipment 2 lc High Efficiency HVAC Equipment 3 2 High Efficiency HVAC Distribution System 3a Efficient Building Envelope 1 3b Efficient Building Envelope 2 3c Super -Efficient Building Envelope 3 4a Air Leakage Control and Efficient Ventilation 4b Additional Air Leakage Control and Efficient Ventilation 5a Efficient Water Heating 5b High Effieciency Water Heating 6 Small Dwelling Unit 7 Large Dwelling Unit 8 Renewable Electric Energy Total Credits *1200 kwh b3H57 1.0 0 0 0 0 0 0 0 0 1.00 RECEIVED CITY OF TUKWILA MAY 0 7 2013 PERMIT CENTER WSEC Prescriptive Worksheet (2010 edition) Zone 1 WSUEEPIO-010 Copyright 2010 75"/40,sY7l,4' 7-V,e/A/114 lit/A1 .s -e -k, W.4465 kir/ "1/4;1c/4'7%2.4 7/ 0/V RV' _KY PY L///E P/ W !f SE -c -/oma, 11frV6, .,� 7p r a ON ,WEST 570:E); 641. o.%= 72 o.L-L, . g ( — — olc 2'/ •' e" 'ESS T • 44e_ /. 0* �2 /7414.3 • 0' 2'." lif/A ZZ. ze e , may, -sv=4B,-000 psi 774,9/! /r8 )7:IE /, o 771/ • Pa) E46 r'. " / znG7 14 I33.UU z o -' CD _0. 9. N c0 0 Ui JcD fel 00 20' easement for the fo 00 ingress, egress and utilities 1 k I 75.00' C0 W 0 0 N v 5 lead • LEGAL DESCRIPTION So. 735th Street OF SOUTH 90 FEET OF LOT 2, BLOCK -RACTS, ACCORDING TO THE PLAT IN VOLUME 11 OF PLATS, PAGE 100, .SHINGTON; 0' ACCESS AND UTILITIES RECORDED ' RECORDING NO. 20070206001109. 0 N GRAPHIC SCALE 50 0 25 50 100 490.70' calc. 490.49' P D13-157 200 ( IN FEET ) 1 inch = 50 ft. Return Address: 20070206001109.001 Union Bank of California, NA, as Trustee for the Donald F. Minns Trust C/O Johns Monroe Mitsunaga PLLC ATTN: Michael Monroe 1601-114t'Ave. S.E., Ste. 110 Bellevue, WA 98004 P-1 I 111111 111111 20070206001109 lir INC AUDITOR/RECORDER'S INDEXING FORM Doc uuentTIt e(s): Access and Utilities Easement t • t1-(by Reference Nraabehs) of Doctmmnte assigned or. reams* 11/A 6 Qrintor(s) . Union Bank of California (formerly The Bank of California, NA.) as Trustee for the Donald F. Mins Trust Additional names on page of docameak Geantsels): 1. Karnali Johal 2. Saranjeet Singh Shaglani Q Additional names on page of document L.1181 Desedlitiere Pte. of Lot 1, Blk. 4, Riverton Aere Trade, per Plat Rec. in Vo1.11 of Plats, pg.100, King (abbreviated) County, WA 0 Additional legal is on pages 2,3 of document Ch Pr& o>r Lo r" a, 4 y, YwI, f i b Assessor's Property Tax ParoeYA Number 7346600115 ACCESS and UTILITIES EASEMENT AGREEMENT THIS ACCESS AND UTILITIES EASEMENT AGREEMENT ("Easement Agreement") is entered into and granted this 23 day of 'g , 2007, by and between Union Bank of California, N.A. (formerly, The Bank of California, N.A.), as Trustee of the Donald F. Minns Trust ("Grantor"), and Kaman Johal, a married man as his separate estate and Saranjeet Singh Shaglani, a married man as his separate estate (collectively "Gram"). REPRESENTATIONS A. Grantor owns the following real property located in King County, Washington, the legal Page Iof5 C011nECTiON RECEIVrrN RECEIVED CITY OF TUKWI AUG 082013 t.a PUBLIC WOKS AUG 0 7 2013 PERMIT CENTER N I 1 20070206001109.002 description of which is: LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY WASHINGTON; TOGETHER WITH VACATED PORTION OF OLD MILITARY ROAD LYING EASTERLY OF EAST MARGIN OF COUNTY ROAD NO.1455 ADJOINING SAID PREMISES ON THE WEST; SITUATE IN KING COUNTY, WASHINGTON. (Hereafter referred to as "Grantor's Parcel"). B. Karnail Johal and Saranjeet Singh Shaglani are the owners of the following real property located in King County, Washington, the legal description of which is: THE EAST 155 FEET OF THE SOUTH 90 FEET OF LOT 2, BLOCK 4, RIVERTON ACRE TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON; SITUATE IN KING COUNTY, WA. (Hereafter referred to as "Grantee's Parcel"). C. Grantor initially owned Grantee's Parcel, and as part of the terms of the purchase and sale agreement with Grantee the Grantor agreed to provide a certain easement for access and utilities to Grantee's Parcel, the terms of which are set forth more fully below. NOW, THEREFORE, in consideration of the covenants and agreements as bereinaftcr set forth and other good and valuable consideration, the sufficiency of which is hereby acknowledged, the Grantor and Grantee agree as follows: : 1. Giant of Easement. Grantor does hereby grant, for the benefit of the Grantee's Parcel, a perpetual, nonexclusive easement for access and for utility purposes over, under, across and through a portion of the area of Grantor's Parcel legally described as follows: THAT PORTION OF LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY WASHINGTON, TOGETHER WITH VACATED PORTION OF OLD MILITARY ROAD LYING EASTERLY OF EAST MARGIN OF COUNTY ROAD NO. 1455 ADJOINING SAID PREMISES ON THE WEST, AND AS DESCRIBED AS FOLLOWS: Page 2 of 5 • • 20070206001109.003 THE WEST 20.00 FEET OF THE EAST 95.00 FEET OF SAID LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. (Hereafter the area described in this Sections 1 is referred to as the "Easement Area"). 2. Use of Easement Area. This nonexclusive easement shall include all rights in the Easement Area as may be reasonably necessary for vehicular and pedestrian ingress, egress and access to serve Grantee's Parcel, as well as for the installation, repair and maintenance of any utilities to serve Grantee's Parcel. The use of the Easement Area shall be for the benefit of Grantee's Parcel, or any new lots which may be created and located within the boundaries of Grantee's Parcel, but such use may not otherwise be intensified to include or provideaccess or utilities to serve any additional lots or parcels outside the present boundaries of Grantee's Parcel. 3. Grantor's Reservation of Rights. Grantor reserves the right to also use the Easement Area so long as such use does not materially interfere with the primary purpose of this easement by Grantee for the uses described in Section 2. Grantor also reserves the right to relocate the Easement Area and any then -existing access road improvements or utilities within the Easement Area, at Grantor's sole expense and in Grantor's sole discretion, at any time so long as: (i) the substitute easement area is functionally equivalent to the subject Easement Area; (ii) Grantee is provided with plans concerning the proposed relocation at least sixty (60) days prior to the commencement of any relocation; (iii) the new access road and new utilities proposed to be relocated are comparable with Grantee's then -existing mad and utility improvements located within the Easement Area; (iv) Grantor is responsible for and does obtain all permits associated with relocating the Easement Area; (v) Grantor is responsible for recording the new easement as may be consistent with the relocation work and the terms of this Easement Agreement; and (vi) Grantee shall reasonably cooperate with Grantor concerning any relocation of the Easement Area, including the effective termination of the original easement as may be consistent with the relocation work and the terms of this Easement Agreement. 4. Grantee's Obligations. Prior to or on the date that' Grantee begins any constructionor development =of= -Grantee's: Parcel Grantee shall, at Grantee's sole expense, commence construction of a reasonably attractive, good quality 6 -foot high cedarTr fencewhich.will-be located along the -eastern-boundary;6f the Easement Area, starting at 135th Street and ending at the southern boundary of Grantee's Parcel. The purpose of this fence is to provide reasonable screening of the Easement Area to benefit Grantor's existing residence located on Grantor's Parcel. The construction of this fence will be diligently prosecuted to completion; shall become the property of Grantor, and shall be maintained by Grantee for a period of 1 year following its completion. Grantee shall reasonably cooperate with Grantor in the event of Grantor's relocation of the Easement Area as set forth in Section 3 of this Easement Agreement. Grantee shall also reasonably maintain the Easement Area and any improvements installed by Grantee therein. Page 3of5 • • • 20070206001109.004 5. Duration. Successors and Assigns. The easement and covenants contained herein shall be perpetual in duration. All terms and conditions provided herein shall nm with the land and shall inure to the benefit of, and be binding upon, the successors, assigns, personal representatives or heirs of the parties herein. 6. indemnity. Grantee, their successors and assigns, hereby agree to indemnify and hold Grantor (including its Trustor, Trustee and Beneficiary), its successors and assigns harmless from any loss, claim or damage, including attorney's fees and costs, which occurs as the result of the exercise of rights pursuant to this Easement provided that, Grantor shall not be indemnified or held harmless for any loss, claim or damage to the extent of Grantor's own negligence. 7. Modification. This Easement may not be modified except by a written agreement, executed by the parties and recorded with the King County Department of Records. The failure to require performance of any provision of this Easement shall not limit a party's right to subsequently enforce the provision. Waiver of any breach of any provision shall not be a waiver of any succeeding breach or waiver of any other provision of this Easement. 8. Enforcement. The terms of this Easement may be enforced by obtaining a court decree specifically enforcing its terms. In the event of a lawsuit in connection with enforcement of this Easement, the prevailing party shall be entitled to an award of reasonable attorneys' fees and costs, including fees and costs on any appeal. IN WITNESS WHEREOF, the parties have caused this Access and Utilities Easement Agreement to be executed on the date indicated above. GRANTOR: Union Bank of California, N.A. (formerly The Bank of California, N.A.) as Trustee for the Donald F. Minns Trust Its: VICE RESIDENT By: (Name) B'+f' T. MULLINS Its: VICE PRESIDENT Page 4 of 5 GRANTEE: KjeglYaLA , arnail Johal GRANTEE: Saranjeet Singh So '-7 20070206001109.005 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT w:anvu? l•�^ r �� /rr�i;.�''�ti����:_t,�j� ""'v'. s��S• ._... �r nr�hMC+rt ^!y_Yer:�: sv �i•�.r1" c ti 1 c' g 1 1 g idPg F State of California County of SanFr 'isoo On January 23, 2007before me, mite personally appeared SS • a• Stephanie Santiago, Notary Public • ; Nomoand TN, d Odder Ica.. Vida Doe. Maim ROC) ✓. Sharman Noguchi and Brian T. Mullins Place *My satMwe Neme(a) d sane*, gpersonally known to me 0 proved to me on the basis of satisfactory -- 4 ri 6 n evidence to 'be the person(s) whose name(s) subscribed to the within instrument a acknowledged to me that! the same in '-r -+ authorized capacity(ies), end that • y .M , signature(s) on the instrument the person the entity upon behalf of which the person(s) acted, executed the instrument. WITN , my hand d official seal. CiNoaryt OPTIONAL Though the Wonnetion below is not wired by law; It may prove valuable to persons relying on the document end could prevent fraudulent removal and reottadiment &this form to another document Description of Attached Document Title Type of Document and Utilities Easement Agreement Document Date: January 23, 2007 Number of Pages: Signer(s) Other Than Named Above: No other sir's. 4 Capacity(les) Claimed by Signer Signers Name: ❑ individual ❑ Corporate Officer -- Title(s): ❑ Partner — 0 Limited 0 General ❑ Attorney in Fact Trustee ❑ Guardian or Conservator ❑ Other. Signer Ls Union Bank of California, firma, N.A. lap d htsarb here 019enMIAMI Nam7MeoefeBae•IMO DaSOOkit. V.O.Bac 7102• G913%34 22• owismiloralratolog Pad. No. WA RsommONItifieo botOomsdots STATE OF (X -- I know or have signed this execute the instrument and acknowl the free and voluntary act of 20070206001109.006 dence that and and on oath stated that they are authorized to the Trustee of the Donald F. Minns Trust, to be and purposes mentioned in this instrument. (Print Name) Notary Public Residing at My appointment expires: STATE OF WASHINGTON ) )ss. COUNTY OF KING ) I hereby certify that I know or have satisfactory evidence that Karnail Jolla and Saranjeet Singh Shaglani are the persons who appeared before me, and acknowledge that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as their free and voluntary act for the uses and p poses mentioned in this instrument DATED: 25, Notary Seal MARLENA PARKER NOTARY PUBLIC STATE OF WAs': NS= OaltIMISSON Vara APL 29 9 �,, (Print Name) Notary Public cGp.�.b u Resift at My appointment expires: Page 5of5 hdoJ. WArfe '11E7E.2 To /1111/".1 LirJE• i'9CLESS r1€N-7— I ,1-v/4c% OFF S. /3; 7// ST. !n) o1ZDEi2. `T6 E ».-p I • • Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): Grantor/Borrower: ,h1I s, SH IL.,9-AI Grantee/Beneficiary: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: .43I(5, S. /3,"-TH STWE E T; 7Nxw/;,,, w/4. Abbreviated Work Description: NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right-of-way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right-of-way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. Page l of • • EXHIBIT A DEPICTION OF WORK LOCATION(S) Page of (1 DATED this C6 GRANTOR: S 2-EET S. SH61, 4'dt eV240 -U`' a limited liability corporation By: Print Name: Its: day of l , 20 13 STATE OF WASHINGTON ss. COUNTY OF KING On this � V d y of % ( , 20 [ jbefore me a Notary Public in and for the State oWg ingto , personally appeared S to me known to be the ryo rt _ of AI-- , a limited liability corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he/she was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set y hand and official seal // Name. 1 _.:. the day and year first above written. Notary Public State of Washington THUY T NGUYEN MY COMMISSION EXPIRES X June 03, 2018 I"ARY PUBLIC, in and for the State of Washington, residing lila e 9 v V !— My commission expires: qi0 Fj 10E� DATED this 1 GRANTEE: CITY ofIUKWILA By: Print Name: Its: day of 1 Cooker Bob Giberson Public Works Director STATE OF WASHINGTON COUNTY OF KING , 2013 On this day, before me personally appeared BOB GIBERSON to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. , E'�' ►pp s 0,c) SfQ=,�• • %740°el10s 1 %woollos V9-1 4 Name: NOTARY PUBLIC, in and for the State of Washington, residing at p-qctv-1(c` My commission expires: Page �of os--ag-// 4/1/2016 City of Tukwila Department of Community Development SARANJEET SHAGLANI 14208 FOURTH AVE S BURIEN, WA 98168 RE: Permit No. D13-157 SINGH RESIDENCE 2916 S 135 ST Dear Permit Holder: Allan Ekberg, Mayor 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, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 5/18/2016. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 5/18/2016, 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, •Litcil Bill Rambo Permit Technician File No: D13-157 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 November 19, 2015 Saranjeet Shaglani 14208 Fourth Ave S Burien, WA 98168 � f City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Request for Expired Permit Reopening Permit Number D13-157 Singh Residence — 2916 S 135 St Dear Mr. Shaglani, This letter is in response to your written request for reopening of expired Permit D13-157. The Building Official has reviewed your letter and considered your request to reopen the above referenced permit. It has been determined that the City of Tukwila Building Division will be reopening the permit. The new expiration date is May 18, 2016. If you should have any questions, please contact our office at (206) 431-3670. Bill Rambo Permit Technician File: Permit No. D13-157 W.\Permit Center\Extension Letters\Permits\2013D13-157 Permit Extension Reopening.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 2 83it 3O11WB3d 5 ' j-Ve-71-0 -a/Lae..0 /vti --2rd W7ttg-c/Wt.Avt-0-) 117 ° - r r' JLt� ✓fib $ - ROt '41a -/Of irY 7117 'AV di? ° _5 -?1/1 ArTrw 'vit° --71``‘r'°12 r-'17 rArni al/ Jr/ `°4-",-6" / -? "`4A -e -d ' �-a.4-< 7/ y40 J b/'nl/hL )I57, , 'S V6Z L S/ E/ Q % ///'Aqi • _87 13 6 - bpi ifv-31 vh yi—S ' S h IiL b 0 -6‘k-�' 'S'>/' ( -7h4114S ' 5 ' 5 /r � S sBlab • bvvr v7(f1Y12L LKhry lu L, August 18, 2015 • City of Tukwila Department of Community Development DAN O'NEILL PO BOX 0567 KIRKLAND, WA SEATTLE, WA 98033 RE: Correction Letter # 1 COMBOSFR Permit Application Number D13-157 SINGH RESIDENCE - 2916 S 135 ST Dear Bruce MacVeigh, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: FIRE - R DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • The marked up map photo shows the access drive as 175 ft. long. Fire access roads that exceed 150 ft. in length require and approved turnaround. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-433-7165. Sincerely, I te Rachelle Ripley Permit Technician File No. D13-157 6.300.Snuthcenter Boulevard .Suite 11100 • Tukwila Wnchinotnn 9RIRR • Phnna 706-431-3670 • For 7(16-431-3665 Bruce S. MacVeigh, P.E. Civil Engineer 14245 59th Ave. S. Tukwila, WA 98168 Cell: 206-571-8794 August 13, 2015 Tukwila Permit: D13-157 RECEIVED AN. 11 2015 TUKVvu.A PUBLIC WORKS City of Tukwila Attn: Building Official/Field Inspector Subject: Inspection: 20 Foot Wide Access Driveway and Drainage, New Residence, 2916 S. 135th Street, Tukwila, WA 98168 (PN: 734660-0128) Dear Sir The purpose of this letter is to document the satisfactory construction of the above driveway (less actual pavement placement). The driveway is located in a 20 foot by approximately 150 foot access easement running from the right-of-way on the north side of S. 135th street north to the subject property. In November 2014 this office prepared an engineered design for the driveway, including an engineered minor concrete retaining wall for use on either both sides or at least the east side of the driveway. The wall(s) were desired to level the run of the driveway which would otherwise "dip" too much along its run. This design has been submitted and substantially approved. During routine visits to the site to assist in the residential construction in June and July the. construction of the east wall, the fill placement and the drainage trench installation were observed. All installations were of good construction and matched the recommendations and specifications of the engineered design. At this time the run of driveway from the street up to (and including) the site's parking pad are graded and ready for top course and asphalt paving. Prior to final occupancy an additional "turn -around" pavement section will be installed on the site west of the residence to meet Fire Department requirements. The grading required for this additional pavement has not been completed and it's paving will be done separately. Attached are photographs of the infiltration trench installation. The designed 5 foot by 45 foot trench was properly installed, and with a completed width typically at least one foot wider than the required 5 foot. Questions relating to this matter may be directed to this office. Sincerely, Bruce S. MacVeigh, P.E. Civil Engineer karnailj 135thdrivewayinsp/1375 1 EXPIRES: 4/24/17 1 ,'$ 1 ' "5 8/6/2015 City of Tukwila Department of Community Development DAN O'NEILL PO BOX 0567 KIRKLAND, WA SEATTLE, WA 98033 RE: Permit No. D13-157 SINGH RESIDENCE 2916 S 135 ST Dear Permit Holder: Jim Haggerton, Mayor 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, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 9/15/2015. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 9/15/2015, 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, Bill Rambo Permit Technician File No: D13-157 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 March 13, 2015 Sharanjit Shaglani 848 Kirkland Ave Seattle, WA 98033 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Request for Extension #1 Permit Number D13-157 Singh Residence — 2916 S 135 St Dear Mr. Shaglani, This letter is in response to your written request for an extension to Permit D13-157. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through September 15, 2015. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, c Bill Rambo Permit Technician File: Permit No. D13-157 W:\Permit Cente,\Extension Letters\Permits\2013\D13-157 Permit Extension #l.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • Bill Rambo From: Karnail Johal <karsjohal@gmail.com> Sent: Friday, March 06, 2015 10:57 AM To: Bill Rambo Cc: Dan ONeill Subject: Letter from Tukwila for Singh Residence - permit # D13-157 > Hi Bill, > I am writing request a permit extension for permit no. D13-157. > Further to my telephone call to you yesterday, I would like to relay to you that we need the additional time as we had delays with testing of the sprinkler system, availability of water service and installation of underground utilities during the wet weather. > I have had major surgery and was not able to contact you earlier. > Thanks for your help. > My contact number is 206-898-6775 > S. Shaglani > Sent from my iPad » On Feb 6, 2015, at 10:16 AM, "Dan O'Neill" <dan@meridian-co.com> wrote: » Your message is ready to be sent with the following file or link » attachments: » 02061500 » Note: To protect against computer viruses, e-mail programs may » prevent sending or receiving certain types of file attachments. » Check your e-mail security settings to determine how attachments are handled. » <02061500.PDF> RECEiVEO CITY OF TUKWILA MAR. 1:16, 2015 PERMIT CENTER Request for Extension # \Current Expiration Date: ` r IS_ IS extension Request: NApproved for fir days C Denied (provide explanation) Signature/Initials 2/2/2015 • • City of Tukwila Department of Community Development DAN O'NEILL PO BOX 0567 KIRKLAND, WA SEATTLE, WA 98033 RE: Permit No. D13-157 SINGH RESIDENCE 2916 S 135 ST Dear Permit Holder: Jim Haggerton, Mayor 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, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 3/15/2015. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 3/15/2015, 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, Bill Rambo Permit Technician File No: D13-157 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • • Jim Dunaway From: Karnail Johal <karsjohal@gmail.com> Sent: Thursday, May 01, 2014 10:56 AM To: Jim Dunaway Subject: Fwd: survey permit D13--157 For S. 135 th Street house foundation Attachments: 13140 (1).pdf Jim, Please find attached which I am resending. Thanks Karnail Sent from my iPad Begin forwarded message: Le rt5 e (1-e 0-.r/'c0 From: Karnail Johal <karsjohal@gmail.com> Date: May 1, 2014 7:58:15 AM PDT To: "jdunaway@ci.tukwila.wa.us" <jdunaway@ci.tukwila.wa.us> Cc: "Kagcco@gmail.com" <Kagcco@gmail.com> Subject: Fwd: survey permit D13--157 For S. 135 th Street house foundation James Dunaway, Please find attached property survey for above stated permit number D13---157 which you have requested.We are ready to pour foundation, please let us know this morning If you have any concerns. My neighbor has agreed to allow the fence to me moved to the property line and I have agreed to pay for the new fence. My cell number is 206 478 9188 and my foundation contractor is Kulminder Brar and can be reached on 206 353 2727 . The foundation staking was done by Geo Dimensions a survey company in Bellevue Wa. Their contact number is 425 458 4488.I will send you a separate email indicating that construction staking was done on the property by Geo Dimensions. Thanks . Karnail Johal Sent from my iPad Begin forwarded message: From: schroetersurvey@comcast.net Date: April 2, 2014 11:22:33 AM PDT i ,. • To: karsjohal@gmail.com Subject: survey Thank you! Schroeter Land Surveying PO Box 813 Seahurst, WA 98062 206- 242-6621 DISCLAIMER: Any electronic drawings or documents attached to this message are for your information and drawing underlayment only. Documents are not to be manipulated without the knowledge of Schroeter Land Surveying. Schroeter Land Surveying has retained a copy of this work. In forwarding this data, we are authorizing its subsequent use by you. We are not authorizing any changes to any portion of the work. Any modifications made to the data without our consent will result in an immediate invalidation of the work and assumption of full liability by you. If you discover any required changes, please contact Schroeter Land Surveying. We will then oversee any and all revisions, thank you. 2 • City of Tukwila Jim Haggerton, Mayor r 2 Department of Community Development Jack Pace, Director 1908 November 18, 2013 Dan O'Neill Meridian Incorporated PO Box 0567 Kirkland, WA 98083-0567 RE: Request for Extension Development Application No. D13-157 Singh Residence — 2916 S 135 St Dear Mr. O'Neill, This letter is in response to your written request for an extension to Application Number D13-157. The Interim Building Official has reviewed your letter and considered your request to extend the above referenced application. It has been determined that the City of Tukwila Building Division will be extending your permit application an additional 30 days from the date of expiration, through December 6, 2013. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, File: Permit No. D13-157 W:\Permit Cente,\Extension LettersWpplications\2013\D13-157App Extension Letter#1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • Bill Rambo From: Dan O'Neill <dan@meridian-co.com> Sent: Wednesday, November 06, 2013 6:19 PM To: Bill Rambo Cc: 'Karnail Johal' Subject: Permit Application D13-157 The owner is out of town right now so I would like to request an extension to pick up the permit at 2916 S 135 st. Permit number D13-157. Please give me a call if you have any questions. Thank You, Dan O'Neill Meridian,Inc. Design, Development & Construction P.O. Box 0567 •Kirkland, WA 98083-0567 Tel 425.238.9602 •Fax 425.310.8125 e: dan(a.meridian-co.com 48113- 0IL--7-a eilc-pexrp (� u'r i c_ ► z 13 RECEIVED CITY OF TUKWILA NOV 0 6 2013 PERMIT CENTER Qx? 1PLIu Joanna Spencer From: Sent: To: Subject: FYI Thanks Sent from my iPad Begin forwarded message: Karnail Johal <karsjohal@gmail.com> Thursday, October 17, 2013 11:01 AM Joanna Spencer Fwd: 2916 s 135th street, Tukwila Wa. KC tax # 7346600128 From: Don Tomaso <Don.Tomaso@TukwilaWA.gov> Date: October 17, 2013 10:15:04 AM PDT To: 'Karnail Johal' <karsjohal@gmail.com> Cc: Al Metzler <A1.Metzler@TukwilaWA.gov>, Norita Deckard <Norita.Deckard @ TukwilaWA.gov> Subject: RE: 2916 s 135th street, Tukwila Wa. KC tax # 7346600128 Mr. Shaglani, I will grant the request for the increased travel distance to the fire hydrant as the home will be equipped with a fire sprinkler system. Don Don Tomaso Fire Marshal City of Tukwila Original Message PERMANENT FILE COPY From: Karnail Johal fmailto:karsjohal@gmail.coml Sent: Thursday, October 17, 2013 10:26 AM To: Don Tomaso Cc: Al Metzler Subject: 2916 s 135th street, Tukwila Wa. KC tax # 7346600128 Dear sir, The above stated property address is currently a vacant lot.I have applied for a building permit with the City of Tukwila to build a single family residence on the the lot. Water District 125 is going to make me install 1" inch water meter to provide fire sprinkler system for the proposed house. I am within 350 feet to the existing fire hydrants and would like to a request,to allow me to build my house without having to provide a new fire hydrant.I originally had a permit for this lot back in 2008 and lost it due the downturn in the economy. 1 DI's-I57 I trust you will be able to accommodate my request,it will help me a lot.I have already spoken with Al Metzler about this permit # D13--157. If you need any further information please let me know. Thanks S.S. Shaglani 206 478 9188 2 Date: 10-7-13 0 O'NEILL DESIGN Associates City of Tukwila Building Department 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 RE: Response to Correction Letter dated Sept. 10 2013. Permit # D13-157 2916 S 135 St — Singh Residence To whom it may concern; RECEIVED CITY OF TUKWILA OCT 1 6 2013 PERMIT CENTER Following is an itemized response to your comment letter dated Sept. 10th 2013. If you have any questions please feel free to give me a call 1. Site plan has been revised per our meeting with Joanna Spencer. 2. The cost estimate has been provided for work in the right-of-way and the fire hydrant. The owner is in the process of asking for some relief on this requirement from the Fire Marshall. Ta 74-cS45"0a 3. Note for a 6'-0" high cedar fence to be installed along the eastern border of the access easement has been added. 4. Fire hydrant approval is in discussion with Fire Marshall. The sewer plan will get a permit from Valley View Sewer District. 5. Edge of pavement has been shown on plans. 6. Water, gas, electric has been shown in the easement. The location of these in the right-of-way and installation needs be dictated from the utility providers. 7. Completed traffic Concurrency Certificate Application has been filled out. 8. A Street Use permit will be obtained per your requirements noted in the letter. 9. It's noted that the contractor doing work inside the City Right of Way shall obtain a business license with City of Tukwila. Sincerely, Dan O'Neill Principal O'Neill Design Associates P.O. Box 567 Kirkland, WA 98083-0567 Tel: (425) 238-9602 Fax: (425) 310-8125 10-01-2013 • City of Tukwila • Jim I-1 aggert on, Mayor .Department of Community Development Jack Pace, Director DAN ONEILL PO BOX 0567 KIRKLAND WA 98033 RE: Permit Application No. D13-157 SINGH RESIDENCE 2916 S 135 ST TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 05/07/2013, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 11/03/2013. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D13-157 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 September 10, 2013 Dan O'Neill PO Box 0567 Kirkland ,WA 98033 r City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Correction Letter #2 Development Permit Application Number D13-157 2916 S 135 St – Singh Residence Dear Mr. O'Neill, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building, Fire, and Planning Departments have no comments Public Works Department: Joanna Spencer at 206 431-2440 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431-3670. Sincerely, e:77 -6X �� D - �� Jam'''` Bill Rambo Permit Technician File No. D13-157 W: IPermit Center\Correction Letters120131D13-157 Correction Letter #2.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • • PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.tukwilawa.gov Development Guidelines and Design and Construction Standards DATE: August 26, 2013 PROJECT: Singh Residence (SFR) 2916 S 135th St (2"d Review Comments) PERMIT NO: D13-157 PLAN REVIEWER: Contact Joanna Spencer at (206) 431-2440 or Joanna.Spencer@,TukwilaWA.gov, if you have any questions/comments regarding the following comments. 1. Revise your site plan per attached mark-up. 2. Submit a cost estimate for work inside the city right-of-way. Cost estimate shall include fire hydrant installation. 3. Per 20 foot wide easement for access and utilities recorded under KC recording # 20070206001109 condition #4 on page 3 of 5 the applicant/property owner shall construct good quality 6ft high cedar fence along the eastern boundary of the easement area. Please show the fence on your site plan. 4. Fire hydrant installation requires approval and permit from WD #125. Sanitary sewer plan requires approval and permit from Valley View Sewer District. 5. Show north edge of S. 135th Street roadway. 6. Show pavement cuts required for installation of utility lines (water, gas, power/telecom, fire hydrant. Please note that project is subject to pavement mitigation fee. 7. Provide a completed Traffic Concurrency Certificate Application for this Building permit prior to Building permit issuance. Test Fee based on one single family residence is $300.00 (see enclosed application). Make check payable to City of Tukwila. 8. Work within the S. 135`x' St. public right-of-way requires a Street Use permit as part of this Building permit. Bonding (150% cost of R.O.W. work), insurance certificate naming Tukwila as additional insured, and Hold Harmless Agreement for R.O.W. work are required. 9. Contractor performing work inside the City Right of Way shall obtain a business license with City of Tukwila. • • 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.tukwilawaus: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax etc. Date: $114())012-0/3 Plan Check/Permit Number: D13-157 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Singh Residence Project Address: 2916 S 135 St er4gF runivlu, AUG 0 i 2013 t'ERM,7 CEN1'EA 206- At7g— 9/U t' — 23 8 — 9 bo 17' d 4g/1 -I- Phone Number: Contact Person..G'��-- , Summary of Revision: C/ f41Yz t5S/310-3)f- Ili f y 77E 7)4 -TEA t'�'y 3/ 20r , 71RRFAl'f pur;-4, /i lir 1.4 it tea / / ' Se -J L T1 CroX t'1 o 1 i11 FAQ i()yr DoCM. Mf f) N 14 ;W7 1715 /jc 1-1A 0-1"0 SPOL. �1 / 0-71 et, Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: kEntered in Permits Plus on \applicationslforms-aPPlic ations on iinelrevision submittal JULY 30, 2013 CIT' OF TUKWILA O'NEILL DESIGN .Associates Response to correction letter #1 Development Permit Application Number D13-157 2916 S 135 St. - Singh Residence To, whom it my concern; Following the correction letter by date May 31, 2013 Sincerely; O'Neill D so Dan O'Neill ,President 22833 Bthl-Evrt Hwy, Ste 204 Bothell, WA 98021 Tel: (425) 398-7110 Fax: (206) 973-5332 Building Department. Date: Project Name: Permit#: Plan Review: July 30, 2013 Singh Residence D13-157 Allen Johannessen 1. Showed on sheet 1.1 2 Finish floor elevation showed on sheet 1.1. 3. Egress window showed on sheet 4 4. Additional CO showed on sheet 4 5. Note showed on sheet 4 1 22833 Bthl-Evrt Hwy, Ste 204 Bothell, WA 98021 Tel: (425) 398-7110 Fax: (206) 973-5332 Fire Department. Date: July 30, 2013 Project Name: Singh Residence Permit#: D13-157 Plan Review: Alan Metzler 1. Nearest fire hydrant showed on sheet 1.1 22833 Bthl-Evrt Hwy, Ste 204 Bothell, WA 98021 Tel: (425) 398-7110 Fax: (206) 973-5332 Planning Department. Date: Project Name: Permit#: Plan Review: • July 30, 2013 Singh Residence D13-157 Brandon Miles 1. Setbacks showed on site plan, sheet 1.1 2. Copy for access easement provided. 3. Roof pitch showed on sheet 6 4. Correction showed on sheet 1.1 (new setback) 5. Correction showed on sheet 1.1 22833 Bthi-Evrt Hwy, Ste 204 Bothell, WA 98021 Tel: (425) 398-7110 Fax: (206) 973-5332 Public Work Department. Date: Project Name: Permit#: Plan Review: July 30, 2013 Singh Residence D13-157 Joanna Spenser .. The estimate cost is $3,500 2. New site plan on sheet New access road showed on sheet 1.1 4. • Showed on sheet 1.1 5. Showed on sheet 1.1 6. Showed on sheet 1.1 Will be pay the fee 8. Will be pay the fee 9. Will be provided before start work 22833 Bthl-Evrt Hwy, Ste 204 Bothell, WA 98021 . Tel: (425) 398-7110 Fax: (206) 973-5332 May 31, 2013 Dan O'Neill PO Box 0567 Kirkland ,WA 98033 • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Correction Letter #1 Development Permit Application Number D13-157 2916 S 135 St — Singh Residence Dear Mr. O'Neill, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building, Fire, Planning, and Public Works Departments. If you have questions regarding the attached comments, please contact the appropriate individual as listed below. Building Department: Allen Johannessen at 206 433-7163 Fire Department: Alan Metzler at 206 971-8718 Planning Department: Brandon Miles at 206 431-3684 Public Works Department: Joanna Spencer at 206 431-2440 Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File No. DI3-157 W:IPermit CenterlCorrection Letters120131D13-157 Correction Letter #l.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: May 14, 2013 Project Name: Singh Residence Permit #: D13-157 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. 1. On the site plan, provide a plan detail that shows a footing drain or a crawl space water -discharge system. A discharge system shall generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department. The detail shall show size of discharge pit with pit specifications and dimensions or where the discharge pipe shall terminate to an approved culvert with screening. The intent is that groundwater will not accumulate in the crawl space. 2. On the site plan show finish floor elevation and elevation bench mark at the street to show amount of slope to the street and that shows the finish grade sloping away from the building. Coordinate with the sloping of the crawl space drainage discharge systems drain pipe. 3. On sheet #4, show the number (2) bedroom window as egress and the study window as egress since it can also qualify as a bedroom. 4. Show on sheet #4 an additional CO detector by bedrooms 3 & 4. 5. On the plan sheet #4, provide specific notes for combustion air to be provided in the garage for the gas appliances. (IFGC 304.6.1 or 304.6.2 & IRC G2407.9 (304.9)) Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: May 13, 2013 Project Name: Singh Residence Address: 2916 S 135th St Permit #: D13-157 Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. 1. Please provide a complete, to scale, site plan which shows the location of the nearest fire hydrant by vehicular travel and the point at which the access road for the house leaves the public street (S. 135`h St.) Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 971-8718. No further comments at this time. • • PLANNING DIVISION COMMENTS DATE: May 15, 2013 PROJECT NAME: Singh Residence PERMIT NUMBER: D13-157 ADDRESS: 2916 S. 135th St ZONING: LDR The Planning Division of DCD has reviewed the above permit application. The permit application cannot be approved. 1. The setbacks shown are incorrect. The front setback will be 20 feet off of the south property line; the east property line will be considered a second front and have a setback of ten feet; and the north and west property lines will have five foot setbacks. Note if you intend on doing a short plat in the future the setbacks for any additional homes on the parcel may differ. 2. Provide a copy of the access easement which will allow access to a public street. 3. Show the roof pitch for all roof elevations. Note that the roof pitch must have a minimum slope of 5:12. 4. The vent for the gas fireplace in the family room intrudes into the setback area which is not permitted. 5. The bay window for the two car garage extends into the setback area. This is not permitted. Please see comment #1 for the correct setback. 1 • PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.tukwilawa.gov Development Guidelines and Design and Construction Standards DATE: May 29, 2013 PROJECT: Singh Residence (SFR) 2916 S 135th St (1st Review Comments) PERMIT NO: D13-157 PLAN REVIEWER: Contact Joanna Spencer at (206) 431-2440 or Joanna.Spencer(a TukwilaWA.gov, if you have any questions/comments regarding the following comments. 1. Submit a cost estimate for work inside the city right-of-way. 2. Site plan shall be drawn to scale on the same size sheet (24"x36") so it matches size of the building plans. 3. Show new access road from S. 135th St that needs to be constructed if none exists. Applicant shall contact Mr. Al Metzler, Tukwila Fire Department at 206 971-8718 regarding required road width and surface pavement material. nt s 4. Revise site plan to include: (1) Water main off which you will tap off water service; (2) New 1" water meter with 1" water service line showing connection to proposed house. Contact Water District #125 since house must have a fire sprinkler system installed; (3) Show and label any pavement cuts in street; (4) Undergrounding of power from existing power source; (5) Show location of the nearest power pole; (7) Storm drainage design per King County Surface Water Design Manual 2009 edition; (8) Show where footing drains and roof drains will tie to; (9) Show location of the nearest fire hydrant; (10) Show access road with dimensions all the way to the edge of S. 135th St. asphalt roadway; (11) Show 20 foot wide easement for access and utilities and reference KC recording # 20070206001109; (12) Show driveway pavement material, spot elevations and drainage flow arrows; (13) Show drainage flow arrows and downspouts; (14) Show and label on plan sheet any proposed water, sanitary sewer, storm drainage, power and other utilities (gas, cable, telephone, etc.) as applicable. 5. Water meter/service plan requires approval and permit from WD #125. Sanitary sewer plan requires approval and permit from Valley View Sewer District. 6. Show any S. 135th Street roadway pavement cuts required for installation of utility lines. Please note that project is subject to pavement mitigation fee. 7. Provide a completed Traffic Concurrency Certificate Application for this Building permit prior to Building permit issuance. Test Fee based on one single family residence is $300.00 (see enclosed application). Make check payable to City of Tukwila. 8. A Transportation Impact Fee applies to this permit (see PW Bulletin A3 - enclosed). Transportation Impact Fee based on one single family residence in Zone 3 is $1,013.88 due at issuance of this Building Permit. 9. Work within the S. 135th St. public right-of-way requires a Street Use permit as part of this Building permit. Bonding (150% cost of R.O.W. work), insurance certificate naming Tukwila as additional insured, and Hold Harmless Agreement for R.O.W. work are required. PW:Eng/Other/Joanna/Cornments D13 -157b lt COP PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D13-157 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 2916 S 135TH ST Original Plan Submittal X Response to Correction Letter # 1 DATE: 08/24/15 Revision # before Permit Issued Revision # 2after Permit Issued DEPARTMENTS: Building Division Public Works El tek Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 08/25/15 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions DUE DATE: 09/21/15 Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2(113 OPERtiiIT COPY'S PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D13-157 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 2916 S 135TH ST Original Plan Submittal Response to Correction Letter # DATE: 08/11/15 Revision # before Permit Issued X Revision # 2 after Permit Issued DEPARTMENTS: Na- \tt Building Division jai 411 Public Works Fire Prevention Structural it0 Planning Division Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 08/13/15 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n (corrections entered in Reviews) Notation: P\A( It C/1 DUE DATE: 09/10/15 Approved with Conditions Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only 1 CORRECTION LETTER MAILED: i (�IC( Departments issued corrections: B dg 0 Fire Ping 0 PW 0 Staff Initials: 9#1 ivianoia • PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D13-157 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 2916 S 135 ST Original Plan Submittal Response to Correction Letter # DATE: 03/19/14 Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: uuilding Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator n 1 PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 03/20/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: 04/17/14 Approved with Conditions n Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Censer Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 HERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-157 DATE: 10/16/13 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 2916 S 135 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # "ice Revision # after Permit Issued DEPARTMENTS: Building Division 3- 7 1Ug, 10.11p13 Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10/22/13 Complete gi Incomplete n Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route R- Structural Review Required ri No further Review Required ri REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/19/13 Approved ❑ Approved with Conditionskr- Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: .PERMITCOORD an. PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-157 DATE: 08/07/13 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 2916 S 135 ST Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Buildingfa -14.)G 01i61 -"i5 " Division S &VA 46-1) Public Works • Arc, g-ts,'3 ire Prevention Structural .\00 A P' Planning Division ❑ Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 14 Incomplete ❑ DUE DATE: 08/08/13 Not Applicable ❑ Comments: Permit Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route IT REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: Approved C Notation: DUE DATE: 09/05/13 Approved with Conditions ❑ Not Approved (attach comments) N' REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 1,"""' O �3 Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW Staff Initials: we Ilt Y• D y. PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: 013-157 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 2916 S 135 ST X Original Plan Submittal Response to Correction Letter # DATE: 05-07-13 Response to Incomplete Letter # Revision # After Permit Issued EPA TMEN S: uilding Dlvlsl Public Works Fire Prevention Structural g-17—( 70•V\ Planning Division 111 Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [x] Incomplete DUE DATE: 05-09-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials: TUESITHURS ROUTING: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions DUE DATE: 06-06-13 Not Approved (attach comments) NI' Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 5 113 Departments issued corrections: Bldg— Fire — Ping PW Staff Initials: Documents/routing slip.doc 2-28-02 PROJECT NAME: S`t k 1111r-Sike'rktt SITE ADDRESS: a-4, � S 3 SI PERMIT NO: 110'b t 157 ORIGINAL ISSUE DATE: 1,()4-( 3 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAF NIT (� 1 � t � IS , ► DA l � Received by: Summary of Revision: g ve) .0 ,_ , ,, ,, • i ., A . l Received by: � / L Received by:��f�� , REVISION NO. DATE RECEIVED STAFF I ITIALS ISSUED DATE STAFF INITIALS STAF NIT � 1 � t � IS , ► DA I' STA \ 1 ITIsALS Received by: Summary of Revision: �y CA •moi °�Y�v�W"' A i WAi l Received by: � / L S, J E J f 4 ease print) ' (please print) REVISION NO. vs Ori N 1� . STAFF INITIALS D • E ' CE E STAF NIT • s S IS , ► DA I' STA \ 1 ITIsALS Received by: 0(l, t� Su \ y • ' ev'.t. •� ,i • O , YAC S ('3t W`'r� Received by: A _ •1 (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila I1.q� ti Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL RECEIVE AUG. 1.2 2015 TUKWILA PUBLIC WORKS Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / 7/A' Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: L74, /// / 574'f- Project s/4'/Project Address: Z ?/C S /....?4:-.7)4/ S 7 Contact Person: 2U« �.41Ye-AJ/,/J (P.� Summary of Revision: Phone Number: Zo 6 6 791:- z P ? 2 c'0 0' 7 S -- /, 'c 770 et7, Ze" /g -c- 9' 5 5 PRI Ce > 1Or L Al Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 4: /+ Plan Check/Permit Number: p(3- I ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # 2 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name:_/6f/ A" 52 Pzts-5, RECEIVED C11'v OF TUKWILA AUG 10 2015 Project Address: fig/ S / S 7 p"V/5 Contact Person: �/2 'cam S /%Qc14 4/// /C Phone Number: 2-a6 4 794 Summary of Revision: SS' >2/ /'-b- 4 Gv.41eG 74- A~,-/ i' 7 //i=/C r APPS/ 4� AeA/w/eti g S 1 sE--7s. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: %,6t) Entered in TRAKiT on al/0//S City of Tukwila • s Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / y / * /4 Plan Check/Permit Number: 0 / 3 - / S ❑Response Response to Incomplete Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: fri s',C /2s -/-/ccs Project Address: 2 / 5, 134" ? ' S 7. 7‘,,161 (6 nw /1 / l crse*c Contact Person: X/1 v 1`14e- ? L Phone Number: 26)6- S` 7 /— e 7 Summary of Revision: /f' '/ /2 Z 7/E + .f;ze ��// ) f/'S7' �,, � /4Gs- %%vim 7o �Gd iZ Sv / e 5 /5/- /57->1 - y 1 G -7/-2- w/ enivocitomput MAR 19 201%% PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: — Entered in TRAKiT on .2)`A.°1 t C:\Users\iennifer-m\Desktop\Revision Submittal Form.doc City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /c)-7—(3 Plan Check/Permit Number: D13-157 ❑ Response to Incomplete Letter # • Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner OCT 2013 PERMIT CENTER Project Name: Singh Residence Project Address: 2916 S 13 5 St Contact Person: b' 6'1U uV( Phone Number: 4234 1(061 -- Summary of Revision: .1-e- P kvx tas (rcec,,I- si•)(-v 1e4,4s vv��H—i AHI 1,44, otq,J( j- Iv z -d r �ci1/4/�k12V h don ' ill ;nom /CN S' / $ 2— Sheet Sheet Number(s): / e 1G Z 2_6(e. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 3 61/\ \applications\forms-applications on Iine\revision submittal Created: 8-13-2004 Revised: -V • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov CERTIFICATE OF WATER AVAII,ABII,ITY PERMIT NO.: Part A: To be completedby' applicant';.'. Site address (attach map and legal description showing hydrant location and size of main): VA C -i i >- rt 73 L1 G ,O 01 2g Owner Information Agent/Contact:Person Name:S° .A .JTe' e T S . Sl -/,9 4 Lf} m 1' ,Name: A/4 / L S. "7fi 861_ Address: /3 g XXmiLiroy46,S , Address: g v a Jki R K1 -4-n% /lM-- Phone: 20 G _ 4 7 is— i) g $ Phone: 9.2S - 86/ —LI` 9 7S This certificate is for the purposes of kcl Residential Building Permit 0 Commercial/Industrial Building Permit O Preliminary Plat O Rezone CAIS c e�G 'r zo ii_Lf8 9 Estimated number of service connections and water meter size(s): 0iVE Vehicular distance from nearest hydrant to1 est oint of structure is J 0 0 l" y sp'-PX ft." tei d Area is served by (Water Utility District): '� DISTRICT 125 O Short Subdivision ❑ Other Owne)o-a,e r/Agent Signature g/ 2per / 3 Date Part B: To be completed by water utility district 1. The proposed project is within i [.c .k . y a [ _ati / K i /V 3 2. RIO improvements required. (City/County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of IS r) gpm at 20 psi residual for a duration of 2 hours at a velocity of / () fps as documented by the attached calculations. 5. Water availability: EAcceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in Item B-2 are met. ❑ System is not capable of providing service to this project. RECEIVED CITY OF TUKWILA MAY 0 7 2013 I hereby certify that the above information is true and correct. KAN) C a ca wa'TL1 Ltd AT -EP Di STiz; c2r Z � Agenc} Phone 2.0 fo , Z4 Z —1'5-47 7 Vltli c/-Zy— /3 By Date cnPlict3 6'*Zy-0 This certificate is not valid without Water District 125's attachment entitled "Attachment to Certificate of Water Availability" H:Wpplications\Forms-Applications On Line \2011.05 Water Availability.doc • Revised: May 2011 Sh}oAr • • Attachment to Certificate of Water Availability Kong County Water •Istriet ®a 125 The following terms and conditions apply to the attached Certificate of Availability ("Certificate") 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the. City of Tukwila ("City"). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, expressed or implied, the applicant will be able to obtain the necessary permits, approvals and authorization from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all application for utility service, including conservation, water restrictions, and other policies and regulation then in effect. Applicant's Signature i(cd/1)-) District Representative vJJ 1 Date -4) 23 26 )3 Date /-/-2.q 1>t-15- 157 °WORBINC TOWARD A BETTER ENNIRQ'YMENT" 3460 S 148th Suite 100 Seattle, WA 98168 = .. T'T'' Phone: (206) 242-3236 SEWER DISTRICT Fax: (206) 242-1527 CERTIFICATE OF SEWER AVAILABILITY / NON AVAILABILITY Residential: $ 50.00 Commercial: $ 100.00 0 Certificate of Sewer Availability OR C Certificate of Sewer Non -Availability Part A: (To Be Completed By Applicant ) Purpose of Certificate: X Building Permit ❑ Preliminary Plat or PUD ❑ Short Division • Rezone ❑ Other Proposed Use: ❑ Commercial % Residential Single Family ❑ Residential Multi -Family ❑ Other Applicant's Name SARAn/.� t E T s . SNA y Lp A/ 1 Phone Number 264-4 7g-9/ S'$ Property Address or approximate location / 3L/XX Al iLiT Tax Lot Number -73L/d 6 o o / 2g -mw,1..A- • Legal Description (Attach Map and legal Description if Necessary ); Part B: (To be Completed by Sewer Agency ) a. A Sewer Service will be provided by side sewer connection only to an existing g �� size sewer 1' rJ Zo' feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and/or ❑ (2) The construction of a collection system on the site and/or ❑ (3) Other (describe) 2, Must be completed if 1. b above is checked a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR C b. The sewer system improvement will require a sewer comprehensive amendment. 3. �, a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District. OR 0 a. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following; Permit $ a. District Connection Charges due to connection: /CO. " prior GFC: $ 8:30,00 SFC: $ s5;6:50 .00 Unit: $ Total $ ‘5OO.00 (Subject to Change on January 1st) RECEIVE Either a King County/METRO Capacity Charge, SWSSD or Midway Sewer District Connetiffy OF TU K Charge may be due upon connection to sewers. MAY 072 b. Easements: ❑ Required ❑ May be Required PEFlMIT CEN c. Other I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date of signature. By . .. s em_ Title S S //7S�tsilo Y Date ci/Z 06)3 1>t-15- 157 • • ATTACHMENT TO VALLEY VIEW SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY The following terms and conditions apply to the attached Valley View Sewer District ("District") Certificate of Sewer Availability/Non Availability ("Certificate") 1. This certificate is valid only for the real property referenced herein ("Property") which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This certificate is between the District and the applicant only and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of Seatac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that I have received the Certificate of Sewer Availability/Non -Availability and this attachment, and fully understand the terms and conditions herein. Applicant's signature • Date Reset Form 7346600128 Parcel Number Site Address SINGH SARANJEET+JOHAL KARNA Print,Form N g0 w E 10.8 11m t« m J o c l o u d J E m m E'm crn`�o5 5.5m.o m 0E E m'•. E J Y v L N 8 °' d 91 2TA o 5.9.2.7-08V°2 55'Eoo.8c L� o c Ya ;c c c A YIi u m as O m -30-83.6t N a co 2 ad 8 « m u1 'C m J C r_F J C O > N N w m L c a O O mO C y6 O J= .0 8 g 8 X 5) 2 c m 013°"" = N .- c m 8 c 5 E€ 9 L d F m Lam °c c n Contractors or Tradespeople Peer Friendly Page General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name G Et R DOZING LLC UBI No. 602788206 Phone 2532612521 Status Active Address 19243 Se 259Th Pl License No. GRDOZRD919L2 Suite/Apt. License Type Construction Contractor City Covington Effective Date 6/22/2009 State WA Expiration Date 9/7/2015 Zip 98042 Suspend Date County King Specialty 1 Excavation, Grading And Land Clearing Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status GRDOZRD918LT G Et R DOZING LLC Construction Contractor General Unused 6/26/2009 6/26/2011 Expired GRDOZRD962JF G & R DOZING Construction Contractor Excavation, Grading And Land Clearing Unused 4/6/2004 4/19/2010 Re - Licensed Business Owner Information Name Role Effective Date Expiration Date WILSON, GARY ANDREW Partner/Member 06/22/2009 Bond Amount WILSON, REBECCA A Partner/Member 06/22/2009 09/07/2011 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 Platte River Ins Co 41232847 09/01/2011 Until Cancelled $6,000.0009/07/2011 1 American Contractors Indem CO 100067422 04/08/2009 Until Cancelled 06/25/2011 02/22/2012 $6,000.0006/22/2009 03/12/2010 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 3 Liberty Northwest Ins Corp BKS54871569 08/30/2011 08/30/2014 $1,000,000.0007/25/2013 2 SCOTTSDALE INS CO CPS1179042 03/12/2010 03/12/2011 $1,000,000.00 03/12/2010 1 SCOTTSDALE INS CO CPS0999096 06/09/2009 06/09/2010 $1,000,000.00 06/22/2009 Summons/Complaint Informat'on Cause County Complaint Judgment Status Payment Paid By 11-2-31672-6KNT CITY TRANSFER INC InterPlead: No KING Date: 09/19/2011 Amount: $5,393.01 Bond(s): 100067422 Date: Amount: $0.00 Open Date: 02/22/2012 Amount: $5,166.49 Bond httos://fortress.wa. s?ov/lni/bbip/Print.aspx 11/20/2013 Drainage Plan Prepared by: Bruce S. MacVeigh, P.E. Civil Engineer 14245 59th Ave. S. Tukwila, WA 98168 Cell Ph: 206-571-8794 NEW RESIDENTIAL DRAINAGE AND ESCP PLAN 2916 S. 135th Street Tukwila, WA 98168 PN: 734660-0128 MAINTENANCE :INSTRUCTIONS FOR FULL INFILTRATION Your property contains a stormwater management flow control 13MP (best management practice) called "fuR infiltration," which was installed to mitigate the stormwater quantity and quality impacts of some or alt of the impervious surfaces on your property. Full infiltration is a method of soaking runoff from impervious area (such as paved areas and roofs) into the ground. if properly installed and maintained, full infiltration can manage runoff so that a majority of precipitation events are absorbed. Infiltration devices, such as gravel filled trenches, drywells, and ground surface depressions, facilitate this process by putting runoff in direct contact with the soil and holding the runoff long enough to soak most of it into the ground. To be successful, the soil condition around the infiltration device must be reliably able to soak water into the ground for a reasonable number of years. The infiltration devices used on your operty include the following as indicated on the flow control EMP site plan: 0 gravel filled trenches,dryweils, 0 ground surface depressions. The size, placement, and composition of these devices as depicted by the flow control BMP site plan and design details must be maintained and may not be changed without written approval either from the King County Water and Land Resources Division or through a future development permit from King County. Infiltration devices must be inspected annually and after major storm events to identify and repair any physidal defects. Maintenance and operation of the system should focus on ensuring the system's viability by preventing sediment -laden flows from entering the device. Excessive sedimentation will result in a plugged or non-functioning facility. If the infiltration device has a catch basin, sediment accumulation must be removed on a yearly basis or more frequently if necessary. Prolonged ponding around or atop a device may indicate a plugged facility. If the device becomes plugged, it must be replaced. Keeping the areas that drain to infiltration devices well swept and clean will enhance the longevity of these devices. For roofs, frequent cleaning of gutters will reduce sediment loads to these devices. DRY WELL SCALE >= NTS HOUSE ROOF DOWNSPOUT r HOJSE r FLOW ROOF DOWNSPOUT ROOF DOWNSPOUT OVERFLOW i SPLASH BLOCK FLOW FINE MESH SCREEN CATCH BASIN (YARD DRAIN) CATCH BASIN (YARD DRAIN) 15' MIN DRY 'WELL PLAN VIEW NTS s 0 #e" DIAMETER HOLE FILLED WITH 1.5-3" WASHED DRAIN ROCK MARK CENTER OF BOLE WITH 1" CAPPED PVC OR OTHER MEANS FLUSH WITH SURFACE MINIMUM 4" DIAMETER PVC PIPE SIDES OF HOLE LINED WITH FILTER FABRIC SECTION NTS E MINIMUM 1' ABOVE SEASONAL HIGH GROUNDWATER TABLE tf r INFILTRATION DRYWELLS Infiltration drywall systems are intended for use in infiltrating runoff from single—family residential roof downspout drains and small residential parking areas that are not subject to water quality treatment. DESIGN REQUIREMENTS A minimum of one soils log for each proposed Infiltration location, minimum 4 feet in depth, that describes the SCS series of the soli and the textural class of each horizon through the depth of the log. and notes any evidence of high groundwater table (such as mottling). The soils report must be prepared by or under the direction of o licensed civil engineer, engineering geologist, or geotechnical engineer. Existing soils in the location of the infiltration system must be coarse sands or cobbles, or medium sands with no fill materials present. QESIGN CRITERIA 1) Coorse Sands or Cobbles — volume of gravel equal to or greater than BO cubic feet per 1,000 sq ft of impervious surface area. 2) Medium Sands — volume of gravel equal to or greater than 90 cubic feet per 1,000 sq ft of impervious surface area. ) Typical drywelis are 4 feet in diameter (minimum) and have a depth of 5 feet (4 feet of gravel plus 1 foot of suitable cover). 4) Minimum spacing between any part of odjacent dtywells shall be 4 feet. 5) Drywell bottoms must be o minimum or 1 foot above seasonal high groundwoter level. 4) A yard drain/catch basin with a down—tumed elbow shall be installed upstream of all infiltration drywell systems to trap spilled materials and debris prior to entering the system and to allow for maintenance by the owner of the system. 7) Infiltration systems may not be placed in sensitive area buffers, on slopes greater than 25%, or in fill moterials. pET9ACKS 1) A minimum 5—foot setback shall be maintained from any structure, property line, or NGPE. 2) A minimum 15—foot setback from buildings onsite or on adjacent properties with crawl space or basement elevation that are below the overflow point of the infiltration system. 3) A 50—foot setback Is required from steep slope hazard areas or landslide hazard areas. 4) Infiltration systems shall be located 30 feet down slope from any septic tank/drain field onsite or an adjacent properties, and a minimum of 100 feet upatope from any septic tank/drain field onsite or on adjacent properties. All septic tank/drain field systems shall be identified and shown on pion set prior to infiltration system approval, CrOMPACTION PROTECTION AND SEDIMENTATION CONTROL The infiltration trench orea and a 5—foot buffer must be fenced prior to construction and until final stabilization of the site to prevent soil compaction by construction activities. For exposed infiltration trenches, silt fence Oa be installed around this constructed perimeter to prevent sedimentation of the facility. INSPECTION At the City's discretion, infiltration systems may be required to be tested as built prior to final. .rrwYM.w�w� 90.00'rS- 0^15'28' P 5'-0` SIDE B.S.BJ. EXPIRES: 4/24// 9- MOM MIIIIMMOOPONSIMMO - - ammo.-,..,.... MIMMONIMMOI lS, 55.0' 8956"7"OL IMEM .� --ter--- -- .... ..-,MOMM.l MM. — .... 5'-0* SIDE S.S.15.L. ..-. — '-1 3/4' 4 — — .00pp..-rr..- E !STING GRADE NEW PRPPO$$ED GRADE PLANNINGAl'PR�,: � �� O !E No c angel'Carl be made t,... these plan without approval fro the PI.tnning Division of DC Approve. By: Date: PA 73 1 CEL # 600128 0 SF 10'-0, 355' • ®' 354.5' PROPOSED 2TORY REST ENCS MA1N\F.F. = 355.00' .-UPPE) F.F. =65,08' 4 BEDS 2,8201 SQ. FT. 1 I H fn 151-0a NEU1 PROPOSED GRADE 4:, /e 2 CARS GARAGE 4e'? 7t. 4,,e MO IN Cl'M7.E 20'-0' FRONT 13,a.8.L EXISTING SEWER LINE to r4 fn 0 rn fn S 891'56'6" E M.O. Popo poommompoomoomo OOP. m 20'-0' EASEMENT FOR INGRESS, EGRESS AND UTILITIES FROM S 1311-1 STREET KC RECORDING 200'1020600l109 NEW I' WATER SERVICE L INE NEW GAS SERVICE LINE NEW POWER SERVICE LINE ' WIPE NEW ASPHALT 7 NOTE COORDINATE W/ GAS AND POWER COMPANIES ON LOCATION • SITE PLAN 0 SCALE = 1'=10'-0' 10 5 20 POWER POLE NEW WATER METER S. 135TH ST. SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical ❑ Plumbing CJ Gas Piping City of Tukwila BUILDING DIVISION G 0011/1111111101 w 111111011111111111111110 G G w G S 89156161' E w SAIICUT, SEAL 4 RESTORE PAVEMENT w REVIEWED FOR CODE COMPLIANCE APPROVED OCT 3 0 2013 City of Ila BUILDING ► ISION f) 0) t) 0) 0) MEM 11100•• FILE CO PlY Permit No. tY9 Plan review approval is subject to firs and omissions. Approval of construction document's does not authorize the violation of any adopted code i r ordinance. Receipt of approved Field Copy and is edged: By Sr7:2:4 InD�slz QF ABPHALT ROADWAY CENTER LiNE OF R.O.W. G w G G w w G City Of lbkwila BUILDING DIVISION G G PPIMOM G w 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. VICINITY MAP. NO SCALE PROJECT DATA TAX PARCEL a 1346600128 SITE ADDRESS: 29113 3. 135TH ST. TUKWILA, WA 95168 OWNER: 81-IAGLANI SARANJEET 81NGH PHONE: (206) 898-6115 CONTACT PERSON: PAN o'NEILL MERIDIAN INC 11200 KIRKLAND WAY KIRKLAND, WA 98033 PHONE: (425) 238-9602 FAX: (425) 310-8125 EMAIL: DAN eMERIPIAN-CO.COM ZONING ZONING: LDR LOR BASIC DEVELOPMENT. STANDARDS Lot area; minifrium -1 :.__ • 6.500 sq: ft. . .. 5(1 feet •� Average lot: width (min: 20.ft,'street frontagewridthi),.miniriv !m :._. w._..: Setbacks to yards' (minimui;^):_ i":Front?.'•: • :.. ..:� . ...__.� . !. :. 20:feat.:! ' . Front.:decks o orches. I : 15.feet• `j Second front • .. !.. 10 feet: Sides ;:5 ...: Rear.: feet .x.10 feet.: : Hei•ht;.maximum 1 . 30 foot .1 Offstreetparking:.._.__w_.,.:.:.. .. Res dentiaf : '^ .:.: . .. . i_„:., ., . See TMC Chapter 18,56; OffstreetParkirtg &Load= •:; • 'ing Regulations ..:•. . •.: Adcessory dwelling unit`. ; • . See 18.10.030 1..Seo TMC Chapfer:18.56, ... l . Off: street Parking &Load- . .. tri,Reitjlations ...... • Other uses: : . • mrd..197: §.4, 2O4i; G?rd.175.1`(0. LOT COVERAGE ;::f995). These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequac' • of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. THESE DRAWINGS ARE COPYRIGHTED AND MAY NOT BE COPIED OR REDRAWN WITHOUT THE WRITTEN PERMISSION OF O'NEILL DESIGN, INC. USE OF THIS DRAWING IS LIMITED TO A SPECIFIC PROJECT FOR PERSONS NAMED HEREON AND FOR THE CONSTRUCTION OF ONE BUILDING. ANY OTHER USE OR REUSE IS STRICTLY PROHIBITED WiTHOUT THE WRITTEN CONSENT FROM ONEiU. DESIGN; INC. O. COPYRIGHT O'NEII.L DESIGN ASSOCIATES REVISIONS DESCRIPTION 1- z x 0 r d' rn N m 6 m o. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date. By:.; PttJb A-TDRAr pR6 - coNSi fax r✓nc4 M�ETIG - IV ?to IviseCD' 1S r 62 t CAA, ¥ SL(C WORK-' PtT 2D6- 433- v119 -ID Sc.P-c�OLtLE PRE -- C J . V'! .SER 152015 GROSS LOT AREA ALLOWED LOT COVERAGE STRUCTURE AREA D iVEWAY AREA 13,950 SO. FT. 35% OF LOT (■ 4,882,5 SQ FT ALLOWABLE) 2351 SQ FT 1,395 SQ FT Mas.. TOTAL LOT COVERAGE LEGAL DESCRIPTION 3,152 SQ FT (26.s% OF LOT) RECEIVED CITY OF TUKWILA OCT 1 6 2013 RtVERTON ACME TRS E S5 FT. OF 390 Fr. PERMIT CENTER 255.41' FIRE I-1YDRANT LOCATION AT MILITARY RD. S. 4 S. 135114 5T. FIRE HYDRANT LOCATION D15--ici SCALE = 1'=80'-0'. 120' 210' 100' 1 120' FIRE HYDRANT LOCATION AT 135T1-1 ST. d5 DATE: 04-18-2013 JOB NO: 13-15 SHEET /% 1 STABILIZED CONSTRUCTION ENTRANCE AS PER KING COUNTY ROAD STANDARDS. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R—O—W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER KING COUNTY .ROAD STANDARDS. 4"-8" QUARRY.SPALLS GEOTE.XTILE .12" MIN. . THICKNESS -.."� .STABILIZED CONSTRUCTION -ENTRANCE PROVIDE FULL WIDTH OF INGRESS/EGRESS .AREA Purpose Construction entrances are stabilized to reduce the amount of sediment transported onto paved roads by motor vehicles or runoff by. constructing •a stabilized,pad of quarry spalls at the entrances to construction sites. Application • Construction entrances shall bestabilized wherever traf5b will be leaving a construction site and traveling on paved roads or other paved areas within.1,000' feet of the site: Design and installation Specifications 1. See Figure C.3.1.A for details. 2. ' Aseparation geatextileshall be•place ituider the spalls ..toprcaieut fine:sedin entfrom pumping up into the rock pad. The geotektile•shall.meetthe following standards: Grab Tensile Strength (ASTM D4751) 200 psi min. Grab Tensile Elongation (ASTM D4632) 30% max. Mullen Burst Strength (ASTM D3786 -80a) - 400 psi min. AOS (ASTM 1)4751) 20=45 (U.S. standard sieve size) 3. Hog fuel (wood based mulch) may be substituted for or. combined with quarry spalls in areas that will not be used for permanent roads. The effectiveness of hog fuel is highly variable,,but-ithas been used successfully on many construction sites, It generally requires more maintenance than quarry spalls. Hog fuel is not recommended •for entrance stabilization in urban areas.. The.inspector ratty at any time require the use of quarry spalls .if the hog fuel is not,preventing sedii hent from being tracked onto pavement or if the hog fuer is being carried onto pavement..Hog:fuel is prohibited in permanent roadbeds because organics•in the subgtade soils cause difficulties withcompaction. • 4. Whenever possible, the entrance shall be constructed nn a firm, cotnpaoted subgrade. This can substantially increase the effectiveness of thepaciand-zeduce the?need for maintenance. Maintenance 1. Quarry spalls (or hog fuel) shall be added if thepadis no longer in-aceordance with the specifications. 2. If the entrance is not preventing sediment from being tracked onto pavement, then alternative measures to.keep the streets free of sediment shall be used.Thi s.mayinclude••street:sweeping, an increase in the dimensions of the entrance, orthe installation of a wheel wash. If washing is used, it shall he done on an area covered with crushed rock,•andwash watershali.drain to a sediment trap or pond. 3. Any sediment:that is tracked onto pavement shall be removed immediately by sweeping. The sediment collected by sweeping shall be removed or stabilized onsite. The pavement shall not be cleaned by washing down the street, except when sweeping is ineffective and there•is a threat to public safety. If it is necessary to wash the streets, a small sump must be constructed. The sediment would then be washed into the.sump where it can be. controlled and discharged appropriately. 4. Anyquarry spalls that are loosened.from the pad and end up on the roadway shall be removed, immediately. 11 I1 1I 11 2'x2” BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC —«"- z 2 tv 6' NMX. J. / POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING LS USED NOTE FILTER FABRIC FENCES SHALL BE INSTALLER ALONG CONTOUR WHENEVER POSSIBLE MINIMUM 414" TRENCH BACKFILL TRENCH WiTH NATIVE $ot[; OR 3!4 =1.5' ' WASHED GRAVEL 2k4" WOOD POSTS, STEEL FENCE POSTS. REOAR;OR EQUIVALENT 1 SILT FENCE INSTALLATION AND MAINTENANCE . Dig trench Toe -In -fabric Stake Reinforce SILT FENCE Monitor Maintain and -dean Purpose Use of a silt fence reduces the transport of coarse sediment from a construction site by providing a temporary physical barrier to sediment and reducing the runoff velocities of overland flow. Conditions of Use Silt fence maybe used downslope of all disturbed areas.: Silt fence is not intended to treat concentrated flows, nor is it intended to treat•substantial amounts of overland flow. Design and -installation Specifications L See Figure C.3.1.E anti -figure C.3.I.F.for details: 2. The geotextile'used must meet the standards listed below. A copy of the manufacturer's fabric specifications must be available onsite. AOS (ASTM D4751) Water Permittivity (ASTM D4491) 30-1.0.0 sieve size (Oa60-0a5 mm) for slit film 5041p0.sieve size (0.30-0.15 mm).for other fabrics 0.02:sec'1 minimum Grab Tensile Strength (ASTM 04632) 180 lbs, min. for extra strength fabric .100 lbs. min. for standard strength fabric Grab Tensile Elongation (ASTM D4632) 30% max. Ultravioiet Resistance (ASTM 04365) 70% min. 3. Standard strength fabric requires wire backing to increase the strength of the fence. Wire backing or closer post spacing may be required for extra strength fabric if field performance warrants a stronger fence. 4. Where the fence is installed, the slope shall be no Steeper than 2H: I V. 5. If a typical silt fence (per Figure C.3.1.E) is•used, the standard 4 x 4trench may not be reduced as long as the bottom 8 inches of the silt fence is well buried and secured in.a.trench:that stabilizes the fence and does not allow water to bypass or undermine the silt fence. Maintenance Standards 1. Any •damage shall be repaired immediately. 2. If concentratedflows are evident uphill of the fence, they must be intercepted and conveyed to a sediment trap or pond. 3. It is important to check the uphill side of the fence for signs of the fence clogging and acting as a barrier to flow.and then causing channelization of flows parallel to the fence. If this occurs, replace the fence or remove the trapped sediment. 4. Sediment.must be removed when the sediment is 6 inches high. 5. If the filter fabric,(geotextile) has deteriorated due to ultraviolet breakdown, it shall be replaced. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 3 0 2013 City of Tukwila BUILDING DIVISION General This is an existing 13,950 sf parcel which is undeveloped. The new house will be 2,357 sf, with an additional 1,395 sf of driveway flows into the same trench as the entire new roof area: The total area to be infiltrated will therefore be 3,752 sf or 0.086 acres. Soils indicate on-site infiltration is feasible. Soil logs and percolation test results are attached. Soil Loos and Percolation Test Results SOIL LOGS 25 SEP 13 SL 1 0 - 6" Topsoil Loam 6 - 48"+ Medum Sand w/trace of Silt No groundwater indicated. SL 2 0 - 6" 6 - 48"+ Topsoil Loam Medum Sand w/trace of Silt No groundwater indicated. SL 3 0 - 6" 6 - 48"+ Topsoil Loam Medum Sand w/trace of Silt No groundwater indicated. SL 4 0 - 6" 6 - 48"+ Topsoil Loam Medum Sand w/trace of Silt No groundwater indicated. For design purposes the soils may be considered as medium sand, the silt content being light enough to not interfere with a medium sand matrix. Infiltration Test: 25 SEP 13: EPA Failing Head percolation tests were done at SL 1 and SL 2 after a thorough pre- soak consisting of two each 12" drop runs. These two logs were used since they were approximately 3 feet lower in surface elevation than the last.two logs. Since the infiltration system will be placed in the part of the property higher than the logs used for the percolation tests, we can conclude that the deeper soils on the site will support infiltration deeper than the 48" in the upper logs. Soils on site were very consistent. Test Results: SL 1: 11:10 am to 2:00 pm 12" drop 170 min. 14.2 min../in. SL 2: 11:46 am to 2:00 pm 12" drop 134 min. 11.1. min./in. For design use the more conservative 14.2 min./in. is considered. This would be. considered a very favorable infiltration rate. Based on the determined infiltration rate and the soils encountered, we may conclude that a drywell system is appropriate: Dwell Sizing Per Appendix C of the King County Stomiwater Design Manual, a drywell in Medium Sand should have 90 cubic feet of gravel per 1,000 square feet of imperviousarea served. As a result, the proposed dry well should have: 3,752 sf/1,000 x 90 = 338 cf of gravel or 12:5 cy of gravel Assuming a gravel depth of 6 feet and a circular drywell, we obtain a diameter of 1/2 [(338/6)/3.1425926] x 2 = 8.5 feet diameter These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions whidh do not authorize violations of adopted standards or ordinances. The responsibility for the adequac: • of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: . RECEIVED CiTY OF TUKWILA OCT 16 2013 PERMIT CENTER NEW RESIDENTIAL DRAINAGE AND ESCP PLAN 2916 S. 135th Street Tukwila, WA 98168 PN: 734660-0128 EXPIRES:l ,e-7.-(/ b 1 3 a%ii I u co M. BAT w.I.d M. BEDRM 11'-1I"x 18'-0" it J i LL JJ PEN TO BELOW 4 rt Ir- ll mil IL-JII 1 L__JL__J LNY BDRM 2 1'-0" x 10'-0" BATH BONUS 16'-2" x 12'-0" BDRM 4 12'-2" x 15'-2" BDRM 3 1I'-I"x 10'-4" J UPPER P1-00Ft 'I.II�11�11 SCALE 1/8° = 1'-0° FRONT ELEVATION DINING 11'-7" x 12'-2" LIVING 11'-9" x 17'-1" PORCH 0 NOOK ti ENTRY COVERED PATIO FAMILY 12'-3" x 17'-1" STUDY 11'-11"x 11'-8" 2 -CAR GARAGE REVIEWED FOR CODE COMPLIANCE APPROVED OCT 3 0 2013 City of Tukwila BUILDING DIVISION MAN :L.00R 121_,AN SCALE 1/81' = 1'-0° (`rr . PCF1 !TFR FLOOR AREA SUMMARY: MAIN FLOOR = 1,380 SQ. FT. UPPER FLOOR = 1,440 SQ. FT. TOTAL = 2,820 SQ. FT. GARAGE = 516 SQ. Ft. DECKS AND PATIOS = 653 SQ. FT. COVERED PORCHES = 108 SQ. FT. WIDTH = 39'-0' DEPTH = 63'-0' SQUARE FOOTAGE IS MEASURED TO TI -IE OUTSIDE PACE OF WALLS. STAIRS ARE COUNTED APPROXIMATELY ONE AND ONE HALF TIMES. OPEN TO BELOW SPACES ARE NOT INCLUDED IN CALCULATIONS. GARAGE AREA IS CALCULATED SEPARATELY. DRAWING INDEX CO ER GENERAL NOTES R Y NOTES 3. FOUNDATION PLAN 4. MAIN FLOOR PLAN, UPPER FLOOR PLAN 5. UPPER FLOOR FRAMING PLAN ROOF FRAMING PLAN 6. ELEVATIONS BUILDING SECTION TYPICAL MATERIALS DI. CONSTUCTION DETAILS SI. STRUCTURAL NOTES S2. STRUCTURAL NOTES - DETAILS S3. STRUCTURAL DETAILS CORE ECTION M- C1 THESE DRAWINGS ARE COPYRIGHTED AND MAY NOT BE COPIED OR REDRAWN WITHOUT THE WRITTEN PERMISSION OF O'NEILL DESIGN, INC. USE OF THIS DRAWING IS LIMITED TO A SPECIFIC PROJECT FOR PERSONS NAMED HEREON AND FOR THE CONSTRUCTION OF ONE BUILDING. ANY OTHER USE OR REUSE IS STRICTLY PROHIBITED WITHOUT THE WRITTEN CONSENT FROM ONEILL DESIGN, INC. © COPYRIGHT O'NEILL DESIGN ASSOCIATES REVISIONS DESCRIPTION PERMIT SET CORRECTIONS PER CITY OF TUKWILA RECEIVED AUG 082013 TUKVVIL/ PUBLIC WORKS SHOO soc),LE PrN A 1,0304 • 15 'nits SN.ou coos- ttg.,-**) ( 106, To gec,c)Ixte..A axces5/4iL cools ple se, frxce +0 6e fltalok, s+aitizi 5 okis tso7roM eLg,V. THESE DRAWINGS ARE COPYRIGHTED` AND MAY NOT BE COPIED OR REDRAWN WITHOUT THE WRITTEN PERMISSION OF O'NEILL DESIGN, INC. USE OF THIS DRAWING IS LIMITED TO A SPECIFIC PROJECT FOR PERSONS NAMED HEREON AND FOR THE CONSTRUCTION OF ONE BUILDING. ANY OTHER USE OR REUSE IS STRICTLY PROHIBITED WITHOUT THE WRITTEN CONSENT FROM ONEILL DESIGN. INC. REVISIONS FOOTING DRAINS The Footing drainage system shall be separate from the roof drain system and shall be at a sloping elevation to prevent ground water from entering into the crawlspace. Footing drain may connect to the roof drain system downstream away from the building and extend to a drainage disbursement system. PROPOSED 2'STORY RESIOENCE MAIkF.F. = 355.00' -11.1PPO F.F. =65.08' 4 BEDS 2,820iSQ. FT. VICINITY MAP NO SCALE 2 CARS GARAGE TAX PARCEL * /346600128 SITE ADDRESS: 2916 S. 135TH ST. TUKWILA, WA 98168 SI-IAGLANI SARANJEET SINGH (206) SW -6115 OWNER: PHONE: CONTACT PERSON: DAN O'NEILL MERIDIAN INC 11200 KIRKLAND WAY KIRKLAND, WA 98033 (425) 236-9602 (425) 310-8125 DANOMERIDIAN -COCCOM — ROOF DOWNSPOUT CATCH BASIN (YARD DRAIN) 20'-0': i:RONT 13.S FLOW ROOF DOWNSPOUT BASIN R E FOR CODE COMPLIANCE APPROVED OCT 3 0 2013 ZONING: LDR LDR NASD DEVELOPMENT STANDARD; 48' X 48' DRY WELL ROOF DOWNSPOUT OVERFLOW SPLASH BLOCK FLOW FINE MESH SCREEN Lot area mintni m Average tqt Width (fl it 20 ft street frontage width) mlrr� u , $ettzacit4f6aids m;,�irnum , Front ?i From; decks oi`porwhin k< :: *' Secrsnd i9 op • 'fides Height >iiaxamum Off:street:p rktng :: F?estderrfiai• MARK CENTER OF HOLE W1TH 1" CAPPED PVC OR OTHER MEANS FLUSH WITH SURFACE TOPSOIL 20'-0' EASEMENT POR INGRESS, EGRESS AND UTILITIES FROM S Is38TH STREET KC RECORDING * 20010206001109 gee TRIC Chapter 1$ . . • ff street pr)Sing & Load- lilei ieq(14tions See 1810 030 See TMC Chapter 18 a6, off street, Parking & Load ing Regulations CATCH BASIN (YARD DRAIN) SIDES OF HOLE LINED WITH FILTER FABRIC LOT COVERAGE GROSS LOT AREA ALLOWED LOT COVERAGE STRUCTURE AREA DIVEWAY AREA TOTAL LOT COVERAGE 51-uGe D I Per 112. 51 -tow pooTI ? A-0 D I,J1-1512F i ra D. (.9 A 061.0 /0666s• ry 85 /A 11ct, (A126 LEPT. Rho u t s PH Be D/ix) 2.92 FT). 51-491-4)FM toc4-77°"1 ON 5/7E PSN i9 -AZ 08271-/A) PC/4111/r Fog NeoP/i PR -011 13,950 S. FT. 35% OF LOT (s4582.5 SQ FT ALLOWABLE) 2,351 SQ FT 1,395 SQ FT 3,152 SQ FT (26.9% OF LOT) ' WIDE ASPHALT A• CESS ROAD _ NSW UR. }lc(5ri we ?? 95 00' S 89^56'6" E poo St -t 64) 6 e or ! ;20.44t0419 INFILTRATION DRYWELLS Infiltration drywall systems are intended for use in infiltrating runoff from single—family residential roof downspout drains and small residential parking areas that are not subject to water quality treatment. DESIGN REQUIREMENTS A minimum of one soils log for each proposed infiltration location, minimum 4 feet in depth, that describes the SCS aeries of the soil and the textural class of each horizon through the depth of the log, and notes any evidence of high' groundwater table (such as mottling). The soils report must be prepared by or under the direction of a licensed civil engineer, engineering geologist, or geotechnical engineer. Existing soils in the location of the infiltration system must be coarse sands or cobbles, or medium sands with no fill materials present. DESIGN CRITERIA 1) Coarse Sande or Cobbles volume of gravel equal to or greater than 60 cubic feet per 1,000 aq ft of impervious surface area. 2) Medium Sands volume' of grovel equal to or greater than 90 cubic feet per 1,000 sq ft of impervious surface area 3) Typical drywalls are 4 feet in diameter (minimum) and have a depth of 5 feet (4 feet of gravel plus 1 foot of suitable cover). • 4) Minimum spacing between any part of adjacent drywalls shall be 4 feet. 5) Drywall bottoms must be a minimum of 1 foot above seasonal high groundwater level. 6) A yard drain/catch basin with a down—tumed elbow shall be installed upstream of all infiltration drywell systems to trap spilled materials and debris prior to entering the system and to allow for maintenance by the owner of the system. 7) Infiltration systems may not be placed in sensitive area buffers, on slopes greater than 25%, or in fill materials. SETBACKS 1) A minimum 5—foot setback shall be maintained from any structure, property line, or NGPE. 2) A minimum 15—foot setback from buildings onsite or on adjacent properties with crawl space or basement elevation that are below the overflow point of the infiltration system. 3) A 50—foot setback is required from steep` slope hazard areas or landslide hazard areas. 4) Infiltration systems shall be located 30 fest down slope from any septic tank/drain field onsite or on adjacent properties, and a minimum of 100 feat upslope from any septic tank/drain field onsite or on adjacent properties. All septic tank/drain field systems shall be identified and shown on plan set prior to infiltration system approval. NEW WATER METER LEGAL DESCRIPTION lY SAWCUT, SEAL` 4 RESTORE PAVEMENT 255.41' FIRE HYDRANT LOCATION AT MILITARY RD. S_ S. 135T1-1 ST. 04-18-2013 COMPACTION PROTECTION AND SEDIMENTATION CONTROL The infiltration trench area and a 5—foot buffer must be fenced prior to construction and until final stabilization of the site to prevent soil compaction by construction activities. For exposed infiltration trenches, silt fence shall be installed around this constructed perimeter to prevent sedimentation of the facility. INSPECTION At the City's discretion, infiltration systems may be required to be tested as built prior to final. RECEIVED CITY OFTUKWILA AUG 0 7 2013 PERMIT CENTER GENERAL NOTES FIREPLACES (SITE BUILT AND ZERO -CLEARANCE) FIREPLACES SHALL BE PROVIDED WITH: (V.I.A.Q. CHAPTER 4, SEC. 402.3.) A - TIGHTLY FITTING FLUE DAMPERS, OPERATED WITH A READILY ACCESSIBLE MANUAL OR APPROVED AUTOMATIC CONTROL. B - AN OUTSIDE SOURCE FOR COMBUSTION AIR. MINIMUM DUCT SIZE OF 6 SQUARE INCHES, WITH READILY OPERABLE DAMPER. OUTLET MUST BE INSIDE FRONT OF FIREBOX. C - TIGHTLY FITTING GLASS OR METAL DOORS WITH A FLUE DRAFT INDUCTION FAN. SOLID FUEL -BURNING APPLIANCES SHALL BE PROVIDED WITH: (V.I.A.Q. CHAPTER 4, SEC. 402.2.) A - TIGHTLY FITTING METAL OR CERAMIC GLASS DOORS. B - OUTSIDE SOURCE COMBUSTION AIR SHALL BE PROVIDED PER MFG. SPECS. DOORS AND WINDOWS EXTERIOR EXIT DOOR: BUILDINGS OR STRUCTURES USED FOR HUMAN OCCUPANCY SHALL HAVE AT LEAST ONE EXTERIOR EXIT DOOR WITH DIMENSIONS OF 3 FEET BY 6 FEET, 8 INCHES PER I.R.C. R311.4.1 AND R311.4.2. A FLOOR OR LANDING IS REQUIRED ON EACH SIDE OF AN EXTERIOR DOOR. (I.R.C. R311.4.3) EXCEPTION: WHERE A STAIRWAY OF TWO OR FEWER RISERS IS LOCATED ON THE EXTERIOR SIDE OF A DOOR, OTHER THAN THE REQUIRED EXIT DOOR, A LANDING IS NOT REQUIRED FOR THE EXTERIOR SIDE OF THE DOOR. THE FLOOR OR LANDING AT THE EXIT DOOR REQUIRED BY SECTION R311.4.1 SHALL NOT BE MORE THAN 1.5 INCHES LOWER THAN THE TOP OF THE THRESHOLD. THE FLOOR OR LANDING AT EXTERIOR DOORS OTHER THAN THE EXIT DOOR REQUIRED BY SECTION R311.4.1 SHALL NOT BE REQUIRED TO COMPLY WITH THIS REQUIREMENT BUT SHALL HAVE A RISE NO GREATER THAN THAT PERMITTED IN SECTION R311.5.3. EXCEPTION: THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN 7 3/4 INCHES BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR DOES NOT SWING OVER THE LANDING. THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE DOOR SERVED. EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES MEASURED IN THE DIRECTION OF TRAVEL. ALL GLAZING TO BE PER W.S.E.C. TABLE 6-1 PERSCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1. UNLESS NOTED OTHERWISE ALL SKYLIGHTS AND SKYWALLS TO BE LAMINATED GLASS UNLESS NOTED OTHERWISE. FRENCH DOORS TO BE DOUBLE GLAZED NON TESTED ASSUMED U VALUE OF 0.58 PER W.S.E.C. TABLE 10-6C UNLESS NOTED OTHERWISE. SAFETY GLAZING REQUIREMENTS PER 2006 I.R.C. SECTION 2406.3: 1) INGRESS AND EGRESS DOORS 2) GLAZING IN SLIDING OR SWINGING GLASS DOORS, BI -FOLD DOORS AND STORM DOORS. 5) SHOWER AND BATHTUB ENCLOSURES WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 60" ABOVE A STANDING SURFACE AND DRAIN OUTLET. 6) GLAZING ADJACENT TO A DOOR WHERE THE EXPOSED EDGE OF GLAZING IS WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED POSITION AND BOTTOM EDGE IS LESS THAN 60" ABOVE THE WALKING SURFACE. 7) WHERE GLAZING IS GREATER THAN 9s.f., BOTTOM EDGE IS LESS THAN 18" ABOVE FINISHED FLOOR, EXPOSED TOP EDGE IS GREATER THAN 36" ABOVE FLOOR AND WALKING SURFACES WITHIN 36" HORIZONTAL DISTANCE TO PLANE OF GLAZING. 8) GLAZING IN GUARDRAILS AND IN ACCORDANCE WITH SECTION 2407. 10) GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE; WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD. EXCEPTION: SAFETY GLAZING FOR ITEM 10 OR 11 IS NOT REQUIRED FOR THE FOLLOWING INSTALLATIONS WHERE: 1. THE SIDE OF A STAIRWAY, LANDING OR RAMP WHICH HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PROVISIONS OF SECTIONS 1012 AND 1607.7; , AND 2. THE PLANE OF THE GLASS IS GREATER THAN 18 INCHES FROM THE RAILING. 11) SKYLIGHTS GLAZING INSTALLED ON SLOPES 15 DEGREES OR MORE FROM THE VERTICAL PLANE SHALL BE CONSTRUCTED WITH ANY OF THE FOLLOWING MATERIALS COMPLYING WITH 2009 I.R.C. CHAPTER 24, SECTION 2405.2. LAMINATED GLAZING WITH A MIN. 30 -mil POLYVINYL BUTYRAL INTERLAYER FOR GLASS PANES. 1) FULLY TEMPERED GLASS. 2) HEAT -STRENGTHENED GLASS. 3) FOR MULTI -LAYER GLAZING SYSTEMS, EACH LIGHT OR LAYER SHALL CONSIST OF ANY OF THE GLAZING MATERIALS SPECIFIED ABOVE. SCREENS NEED NOT BE PROVIDED PER 2009 I.R.C., SECTION 2405.3 EXCEPTION 4, WITHIN DWELLING UNITS WHEN FULLY -TEMPERED GLASS IS USED AS SINGLE GLAZING OR THE BOTTOM LAYER OR IN BOTH PANES OF INSULATING GLASS UNITS WHEN ALL THE FOLLOWING CONDITIONS ARE MET: A - THE GLAZING AREA DOES NOT EXCEED 16 SQUARE FEET. B - THE HIGHEST POINT OF THE GLASS IS NOT TO BE MORE THAN 12' ABOVE ANY WALKING SURFACE OR ACCESSIBLE AREA. C - THE NOMINAL THICKNESS OF EACH PANE DOES NOT EXCEED 3/16". INFILTRATION CONTROL (W.S.E.C. SECTION 502.4) 1) EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOOR AND ROOFS' AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED OR WEATHER-STRIPPED TO LIMIT AIR LEAKAGE. 2) ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR LEAKAGE AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED 'FIRE -RATED' AND MUST MEET THE ABOVE REQUIREMENT. 3) ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO OMIT INFILTRATION INTO OR FROM THE BUILDING ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD A.S.T.M. E283-91. SITE -BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT FROM TESTING BUT SHALL BE WEATHER- STRIPPED, CAULKED, AND MADE TIGHTLY FITTING. 4) RECESSED LIGHT FIXTURES TO LIMIT AIR LEAKAGE PER W.S.E.C. SECTION 502.4.4. VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR RETARDER SHALL BE INSTALLED ON THE WARM SIDE (IN WINTER) OF INSULATION AS SPECIFIED IN W.S.E.C. SECTIONS 502.1.6.2, 502.1.6.3, 502.1.6.6, 502.1.6.7. PVA (VAPOR RETARDER) PAINT WITH A DRY CUP PERM. RATING OF 1 MAX. SHALL BE USED AS THE VAPOR RETARDER FOR ALL EXTERIOR WALLS & ALL CEILINGS WITHOUT HEATED SPACE ABOVE. A GROUND COVER OF 6mil. (0.006") BLACK POLYETHYLENE OR EQUIVALENT, SHALL BE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. W.S.E.C. SECTION 502.1.6.7. UNDER -FLOOR VENTILATION, MINIMUM NET AREA OF 1 SQUARE FOOT FOR EACH 150 SQUARE FEET OF UNDER FLOOR AREA, OPENINGS SHALL BE LOCATED AS CLOSE TO CORNERS AS PRACTICAL AND SHALL CROSS VENTILATION. THE OPENINGS SHALL BE COVERED WITH ONE-QUARTER INCH CORROSION RESISTANT WIRE MESH PER 2006 I.R.C. R408.1 AND R408.2. THE TOTAL NET FREE VENTILATION AREA SHALL BE 1 TO 300, PROVIDED AT LEAST 50 PERCENT AND NOT MORE THAN 80 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. AS AN ALTERNATIVE, THE NET FREE CROSS -VENTILATION AREA MAY BE REDUCED TO 1 TO 300 WHEN A VAPOR BARRIER HAVING A TRANSMISSION RATE NOT EXCEEDING 1 PERM IS INSTALLED ON THE WARM SIDE OF THE CEILING. PER 2006 I.R.C. R806.1 AND R806.2. INSULATION TYPICAL. INSULATION VALUES: EXTERIOR WALLS: WALLS BETWEEN HOUSE AND GARAGE: FLOORS o/ CRAWL SPACE & GARAGE: CEILINGVAULTED 2x12 FRAMING): CEILING (ATTIC): SLAB ON GRADE: DUCTS IN UNHEATED SPACES: UNLESS NOTED OTHERWISE. INSULATION TO BE INSULATION BAFFLES TO MAINTAIN 1" ABOVE IN BAFFLES TO EXTEND 6" ABOVE BATT. INSULATI BAFFLES TO EXTEND 12" ABOVE LOOSE FILL IN INSULATE BEHIND TUBS/SHOWERS, PARTITIONS FACE STAPLE BATTS FRICTION FIT FACED BATTS WATER HEATERS ALL STORAGE WATER HEATERS SHALL MEET THE REQUIREMENTS OF THE 1987 N.A.E.C.A. (NATIONAL APPLIANCE ENERGY CONSERVATION ACT) AND BE SO LABELED. ELECTRIC WATER HEATERS IN UNHEATED SPACES OR ON CONCRETE FLOORS SHALL BE PLACED ON A INCOMPRESSIBLE, INSULATED SURFACE WITH A MINIMUM THERMAL RESISTANCE OF R-10 PER W.A.C. CHAPTER 51-11 W.S.E.C., CHAPTER 5, SECTION 504.2.1. R-21 Batt. R-21 Batt. R-30 Batt. R-38 Batt. R-49 Blown-ln R-10 R-8 PER W.S.E.C. TABLE 6-1 Opt. N. CLIMATE ZONE 1 SULATION. ON. SULATION. AND CORNERS. PIPING INSULATION ALL PIPING SHALL BE THERMALLY INSULATED IN ACCORDANCE WITH W.A.C. CHAPTER 51-11 W.S.E.C. CHAPTER 5, SECTION 503.11 AND TABLE 5-12. COLD WATER PIPES OUTSIDE SHALL BE INSULATED PER W.S.P.C. CHAPTER 51-46 W.A.C. (W.S.E.C. SEC. 503.11) MISCELLANEOUS NOTES 1) 2.5 GPM FLOW RESTRICTORS ON SHOWERS, TUBS AND LAVATORIES. 2) GUARDRAILS PER 2006 I.R.C. CHAPTER R312 GUARDRAILS TO BE 36" MINIMUM ABOVE FINISH FLOOR PER SECTION R312.1. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A SPHERE 4" IN Dia. CANNOT PASS THROUGH PER SECTION R312.2. EXCEPTIONS: 1. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD AT THE OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF SUCH A SIZE THAT A SPHERE 6 INCHES CANNOT PASS THROUGH. 2. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4 3/8 INCHES TO PASS THROUGH. MISCELLANEOUS NOTES(CONTINUED) GUARDRAILS SHALL BE DESIGNED TO WITHSTAND A LOAD OF 200psf APPLIED AT ANY SINGLE CONCENTRATED POINT APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. 2009 I.R.C. TABLE R301.5 GUARD INFILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. 2006 I.R.C. TABLE R301.5 FIREBLOCK STAIRS BETWEEN STAIR STRINGERS AT TOP AND BOTTOM AND ALONG AND IN LINE WITH THE RUN OF THE STAIRS BETWEEN STUDS. SECTION 717.2.4, 2009 I.B.C. 3) STAIRWAYS SHALL COMPLY WITH 2009 I.R.C. CHAPTER 3, SECTION R311.5. 36 INCHES MINIMUM WIDTH HANDRAILS CANNOT PROJECT MORE THAN 4.5 INCHES ON EITHER SIDE PER SECTION R311.5.1. MAXIMUM RISE 7 3/4 INCHES, MINIMUM RUN 10 INCHES PER SECTION R311.5.3. HEADROOM MINIMUM 6 FEET 8 INCHES PER SECTION R311.5.2. HANDRAILS TO BE 34" - 38" ABOVE NOSING, WITH HAND GRIP OF 1 1/4" - 2" IN CROSS SECTION, ENDS SHALL BE RETURNED. SECTION R311.5.6. 4) THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT. 2006 I.R.C. CHAPTER 3, SECTION 309.2. 5) HABITABLE BASEMENTS AND BEDROOM EMERGENCY EGRESS WINDOWS PER 2006 I.R.C. CHAPTER 3, SECTION 310.1: MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET., MIN. NET CLEAR OPENING WIDTH OF 20" AND MINIMUM NET CLEAR OPENING HEIGHT OF 24". MAXIMUM FINISHED SILL HEIGHT OF 44" ABOVE FLOOR. 6) VENEER SHALL SUPPORT NO LOAD OTHER THAN ITS OWN WEIGHT AND THE VERTICAL DEAD LOAD OF THE VENEER ABOVE PER 97' U.B.C. CHAPTER 14, SECTION 1403.4.1. ANCHORED VENEER SHALL COMPLY WITH THE PROVISIONS OF 97' U.B.C. CHAPTER 14, SECTION 1403.6. ANCHORED VENEER SHALL BE PROVIDED WITH #22 GA. X 7/8" CORROSION RESISTANT ANCHOR TIES. THE ANCHOR TIES SHALL BE SPACED A MAX. OF 24" O.C. HORIZONTALLY AND VERTICALLY AND SUPPORT NO MORE THAN 2 SQ. FT. OF VENEER IN SEISMIC ZONE D1 & D2 PER 2006 I.R.C. CHAPTER 7, SECTION R703.7.4. THE EXTENDED LEG OF THE ANCHOR TIE SHALL LOOP AROUND A #9 GA. CONT. HORZ. JOINT REINFORCEMENT WIRE. MASONRY SHALL NOT BE SUPPORTED BY WOOD MEMBERS 2006 I.R.C. R703.7.2. 7) FIREBLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: (2009 I.R.C. R717.2.2 THROUGH R717.2.7) A - IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10 FOOT INTERVALS HORIZONTAL AND VERTICAL. (R717.2.2) B - AT ALL CONCEALED VERTICAL STUD WALL OR PARTITION SPACES AND CONCEALED HORIZONTAL SPACES CREATED BY AN ASSEMBLY OF FLOOR JOISTS OR TRUSSES, AND BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS AND SIMILAR LOCATIONS. (R717.2.3) C - FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL ALSO COMPLY WITH SECTION 1019.1.5. (R717.2.4) D - FIREBLOCKING SHALL BE INSTALLED AT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILING AND FLOOR LEVELS, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND THE PRODUCTS OF COMBUSTION. FACTORY -BUILT CHIMNEYS AND FIREPLACES SHALL BE FIREBLOCKED IN ACCORDANCE WITH UL 103 AND UL 127. (R717.2.5) E - WHERE WOOD SLEEPERS ARE USED FOR LAYING WOOD FLOORING ON MASONRY OR CONCRETE FIRE -RESISTANCE -RATED FLOORS, THE SPACE BETWEEN THE FLOOR SLAB AND THE UNDERSIDE OF THE WOOD FLOORING SHALL BE FILLED WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION OR FIREBLOCKED IN SUCH A MANNER THAT THERE WILL BE NO OPEN SPACES UNDER THE FLOORING THAT WILL EXCEED 100 SQUARE FEET IN AREA AND SUCH SPACE SHALL BE FILLED SOLIDLY UNDER PERMANENT PARTITIONS SO THAT THERE IS NO COMMUNICATION UNDER THE FLOORING BETWEEN ADJOINING ROOMS. (R717.2.7) FIREBLOCKING CONSTRUCTION (R717.2.1) FIREBLOCKING SHALL CONSIST OF 2 -INCH NOMINAL LUMBER OR TWO THICKNESSES OF 1 -INCH NOMINAL LUMBER WITH BROKEN LAP JOINTS OR ONE THICKNESS OF 0.719 -INCH WOOD STRUCTURAL PANEL WITH JOINTS BACKED BY 0.719 -INCH WOOD STRUCTURAL PANEL OR ONE THICKNESS OF 0.75 -INCH PARTICLEBOARD WITH JOINTS BACKED BY 0.75 -INCH PARTICLEBOARD. GYPSUM BOARD, CEMENT FIBER BOARD, BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE SHALL BE PERMITTED AS AN ACCEPTABLE FIREBLOCK. BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED NONRIGID MATERIALS SHALL BE PERMITTED FOR COMPLIANCE WITH THE 10 -FOOT HORIZONTAL FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. LOOSE -FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND TO RETARD THE SPREAD OF FIRE AND HOT GASES. THE INTEGRITY OF FIREBLOCKS SHALL BE MAINTAINED. DOUBLE STUD WALLS. (R717.2.1.1) BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED NONRIGID MATERIALS SHALL BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. 8) SHEAR WALL REQUIREMENT IN SEISMIC ZONE D. SILL PLATES AND FRAMING MEMBERS RECEIVING EDGE NAILING FOR SHEAR WALLS EXCEEDING 354/FT SHALL BE 3X_ NOMINAL MEMBERS. ANCHOR BOLT REQUIRES 7 INCH MIN. EMBEDMENT. (A MINIMUM 12 ANCHOR BOLT TO ENSURE COMPLIANCE), SEE FOOTNOTE 1, TABLE 2306.4.1, 2006 I.B.C. FIRE WARNING SYSTEMS SMOKE DETECTOR SHALL BE PROVIDED IN ACCORDANCE WITH 2006 I.B.C. CHAPTER 3, SECTION R313 THE REQUIRED DETECTORS SHALL RECEIVE THEIR POWER FROM THE BUILDING WIRING AND BE EQUIPPED WITH A BATTERY BACKUP. THE DETECTOR SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE LOW. 2009 I.B.C. CHAPTER 3, SECTION R313.2. A SMOKE DETECTOR SHALL BE INSTALLED IN EACH SLEEPING ROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. WHEN THE DWELLING UNIT HAS MORE THAN ONE STORY AND IN DWELLINGS WITH A BASEMENT, A DETECTOR SHALL BE INSTALLED ON EACH LEVEL AND IN THE BASEMENT. IN DWELLING UNITS WHERE A STORY OR BASEMENT SPLIT INTO TWO OR MORE LEVELS, A DETECTOR SHALL BE INSTALLED ON THE UPPER LEVEL, EXCEPT THAT WHEN THE LOWER LEVEL CONTAINS A SLEEPING AREA, A DETECTOR SHALL BE PLACED ON EACH LEVEL. WHEN SLEEPING ROOMS ARE LOCATED ON THE UPPER LEVEL A DETECTOR SHALL BE PLACED AT THE CEILING OF THE UPPER LEVEL IN CLOSE PROXIMITY TO THE STAIRWAY. WHERE THE CEILING HEIGHT OF A ROOM OPEN TO THE HALLWAY SERVING THE SLEEPING ROOMS EXCEEDS THAT OF THE HALLWAY BY 24 INCHES OR MORE, DETECTORS SHALL BE PLACED IN THE HALLWAY AND THE ADJACENT DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING UNIT. BASIC MECHANICAL: SOLD FUEL BURNING APPLIANCES SOLID FUEL BURNING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM HEATERS/FIREPLACE STOVES, FACTORY BUILT FIREPLACES, AND FIREPLACE INSERTS. UNLESS OTHERWISE ADOPTED BY JURISDICTION, ALL SOLID FUEL BURNING APPLIANCES SHALL COMPLY WITH THE PROVISIONS OF THE 2006 I.M.C. AND APPLICABLE AMENDMENTS OF W.A.C. CHAPTERS 51-52 HEATING EACH DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A TEMPERATURE OF 70 F AT A HEIGHT OF 3'-0" ABOVE THE FLOOR IN ALL HABITABLE ROOMS WHEN THE OUTSIDE TEMPERATURE IS AS SET FORTH IN W.S.E.C. SECTION 302.2.1 AND I.R.C. SECTION R303.8 REQUIRED HEATING SYSTEM EFFICIENCIES ARE DETERMINED BY THE TYPE OF GLAZING INSTALLED. FOR A BREAKDOWN OF REQUIRED HEATING SYSTEMS FOR EACH TYPE OF GLAZING SEE W.S.E.C. TABLE 6-1 HVAC EQUIPMENT FOR LOW-RISE RESIDENTIAL SHALL BE SIZED NO GREATER THAN 150% OF DESIGN LOAD. BUILDING ENVELOPE: FOR GROUP R OCCUPANCY, THE ELEMENTS OF A BUILDING WHICH ENCLOSE CONDITIONED SPACES THROUGH WHICH THERMAL ENERGY MAY BE TRANSFERRED TO OR FROM THE EXTERIOR OR TO OR FROM SPACES EXEMPTED BY THE PROVISIONS OF SECTION 101.3.1. (DEFINITION PER W.S.E.C. 201.1) A - FUEL BURNING EQUIPMENT LOCATED WITHIN THE BUILDING ENVELOPE (CONSTRUCTED UNDER THE W.S.E.C.) SHALL OBTAIN COMBUSTION AIR FROM OUTDOORS, MEETING THE PROVISIONS OF SECTION 703 U.M.C. B - FUEL BURNING EQUIPMENT LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL BE VENTED TO MEET THE PROVISIONS OF SECTION 806.1 U.M.C. C - DUCTWORK, LOCATION AND SOURCE OF COMBUSTION AIR, REFERENCE SECTIONS 702 - 707 U.M.C. LISTED APPLIANCES; THE INSTALLER SHALL LEAVE THE MANUFACTURER'S INSTALLATION INSTRUCTIONS ATTACHED TO THE APPLIANCE. CLEARANCES OR LISTED APPLIANCES FROM COMBUSTIBLE MATERIALS SHALL BE AS SPECIFIED IN THE LISTING OR ON THE RATING PLATE. SECTION 304.1 U.M.C. ALL WARM -AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED TO LISTED SPECIFICATIONS. SECTION 304 U.M.C. APPLIANCES INTENDED FOR INSTALLATION IN CLOSETS, ALCOVE OR CONFINED SPACES SHALL BE SO LISTED. SECTION 304 U.M.C. • NO WARM -AIR FURNACES SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACES, ENCLOSED FURNACES AND ELECTRIC HEATING FURNACES. NO WARM -AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE LESS THAN 12" WIDER THAN THE FURNACE OR FURNACES INSTALLED THEREIN WITH A MINIMUM CLEAR WORKING SPACE LESS THAN 3" ALONG THE SIDES, BACK AND TOP OF THE FURNACE. SECTION 315.1 (1) U.M.C. APPLIANCES DESIGNED TO BE IN A FIXED POSITION SHALL BE SECURELY FASTENED IN PLACE. SUPPORTS FOR APPLIANCES SHALL BE DESIGNED AND CONSTRUCTED TO SUSTAIN VERTICAL AND HORIZONTAL LOADS WITHIN THE STRESS LIMITATIONS IN THE BUILDING CODE. SECTION 304. U.M.C. A - APPLIANCES INSTALLED IN GARAGES OR OTHER AREAS WHERE THEY MAY BE SUBJECTED TO MECHANICAL DAMAGE SHALL BE SUITABLY GUARDED AGAINST SUCH DAMAGE BY BEING INSTALLED BEHIND PROTECTIVE BARRIERS OR BY BEING ELEVATED OR LOCATED OUT OF THE NORMAL PATH OF VEHICLES. SECTION 308.1 U.M.C. B - HEATING OR COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATES A GLOW, SPARK, OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 16 INCHES ABOVE THE FLOOR LEVEL. SECTION 308.2 U.M.C. FIRE DAMPERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE WALL, FLOOR OR CEILING SEPARATING A RESIDENCE. (GROUP R, DIVISION 3 OCCUPANCY) FROM A GARAGE (GROUP U, DIVISION 1 OCCUPANCY), PROVIDED SUCH DUCTS WITHIN THE GARAGE ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN 0.019 INCH (No. 26 GALVANIZED SHEET GAUGE) AND HAVE NO OPENINGS INTO THE GARAGE. SECTION 302.4 U.B.C. WARM -AIR FURNACE INSTALLATIONS IN ATTICS OR CRAWL SPACES SHALL COMPLY WITH SECTIONS 319, 320, AND 605 U.M.C. EVERY APPLIANCE DESIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM COMPLYING WITH CHAPTER 8, AND TABLES No's 8-A AND 8-B, U.M.C. EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OR TYPE BW GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF IT'S LISTING, MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE PROVISIONS OF SECTIONS 803 AND 814 U.M.C. ,HEATING(CONTINUED) TYPE B OR BW. TYPE B OR BW GAS VENT SHALL TERMINATE AS FOLLOWS: 1. GAS -VENT CAPS HAVING AN INTERNAL DIAMETER OF 12 INCHES OR LESS SHALL TERMINATE AT LEAST 2 FEET ABOVE OR 8 FEET AWAY FROM ANY PORTION OF A BUILDING WHICH EXTENDS AT AN ANGLE OF MORE THAN 45 DEGREES UPWARD FROM THE HORIZONTAL. GAS -VENT CAPS HAVING AN INTERNAL DIAMETER OF 12 INCHES OR LESS THAT ARE LOCATED 8 FEET OR MORE FROM A PORTION OF A BUILDING WHICH EXTENDS AT AN ANGLE GREATER THAN 45 DEGREES UPWARD FROM THE HORIZONTAL MAY TERMINATE IN ACCORDANCE WITH TABLE 8-A, PROVIDED THAT IN NO CASE SHALL ANY DISCHARGE OPENING ON THE CAP BE LESS THAN 2 FEET HORIZONTALLY FROM THE ROOF SURFACE. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE THE HIGHEST POINT WHERE THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEST 2' HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' OF THE VENT. SECTION 806.5 U.M.C. VENT CONNECTORS SHALL BE INSTALLED WITHIN THE SPACE OR AREA IN WHICH THE APPLIANCE IS LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANNER AS TO MAINTAIN THE CLEARANCE TO COMBUSTIBLES PER TABLE No. 3-C U.M.C. DUCTWORK A - DUCT SYSTEMS SHALL BE OF METAL AS SET FORTH IN TABLES No's 6-A, 6-B AND 6-C OR FACTORY - MADE AIR DUCTS COMPLYING WITH U.M.C. STANDARDS No. 6-1 U.M.C. B - JOINTS AND SEAMS SHALL BE SUBSTANTIALLY AIRTIGHT, SECTION 601.5 (C), TABLE No. 6-A (RECTANGULAR DUCTS) AND TABLE No. 6-B (FLAT, OVAL AND ROUND DUCTS). U.M.C. C - INSTALLATION OF DUCTS SHALL COMPLY WITH SECTION 603 U.M.C. D - DUCT INSULATION SHALL BE INSTALLED IN ACCORDANCE WITH TABLE 5-11 W.S.E.C. SEAMS AND JOINTS: (CHAPTER 51-11 W.A.C., SECTION 503.10.2 W.S.E.C.) ALL LOW-PRESSURE SUPPLY AND RETURN DUCTS, INCLUDING ENCLOSED STUD BAYS OR JOIST CAVITIES/SPACE USED TO TRANSPORT AIR, SHALL BE SECURELY FASTENED AND SEALED WITH WELDS, GASKETS, MASTICS (ADHESIVES), MASTIC -PLUS -EMBEDDED -FABRIC SYSTEMS OR TAPES INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. TAPES AND MASTICS USED WITH FIBROUS GLASS DUCTS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 181A. TAPES AND MASTICS USED WITH FLEXIBLE AIR DUCTS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 181B. DUCT TAPE IS NOT PERMITTED AS A SEALANT ON ANY DUCTS. EXCEPTION: DUCTS OR BUILDING CAVITIES USED FOR AIR DISTRIBUTION THAT ARE LOCATED ENTIRELY WITHIN THE CONDITIONED SPACE OF THE BUILDING ARE EXEMPT FROM THIS SECTION. WASHINGTON STATE ENERGY CODE - TABLE 6-1 (EDITED FROM) CHAPTER 51-11 W.A.C. - 2009 WSEC PR=SCRIPTIVE REQUIREMENTS°" FOR GROUP R OCCUPANCY - CLIMATE ZONE 1 2009 WASHINGTON STATE ENERGY CODE CHECKLIST CHAPTER 6 PRESCRIPTIVE - CLIMATE ZONE 1 PROPOSED INSULATION OP11ON NUMBER III CEILINGS R-49 MAX. GLAZING PERCENTAGE ALLOWED 25% VAULTED CEILINGS R-38 PROPOSED PERCENTAGE GLAZING 18.31% ABOVE GRADE WALLS R-21 int MAX. VERTICAL L' -VALUE ALLOWED 0.32 BELOW GRADE WALLS (INTERIOR) R-21 TB PROPOSED VERTICAL U -VALUE 0.30 FLOORS OVER UNHEATED SPACES R-30 MAX. OVERHEADU-VALUE ALLOWED 0.50 SLAB ON GRADE R-10 PROPOSED OVERHEAD U -VALUE 0.49 DUCTS IN UNHEATED SPACES R-8 MAX. DOOR U -VA -UE ALLOWED 0.20 PROPOSED DOOR U -VALUE 0.20 * REFERENCE CASE 0. NOMINAL R -VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSEMBLIES BUILT IN ACCORDANCE WITH SECTION 601.1. 1. MINIMUM REQUIREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED DESIGN HAS A GLAZING RATIO TO THE CONDITIONED FLOOR AREA OF 15%, IT SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF THE 25% GLAZING OPTION (OR HIGHER). PROPOSED DESIGNS WHICH CANNOT MEET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPLIANCE BY CHAPTERS 4 OR 5 OF THIS CODE. 2. REQUIREMENT APP.IES TO ALL CEILINGS EXCEPT SINGLE RAFTER OR JOIST Q I T VAULTED CEILINGS COMPLYING WITH NOTE 3. 'ADV.' DENOTES ADVANCED FRAMED CEILING. 3. REQUIREMENT APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILINGS. 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R-10, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVE GRADE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.2. 5. FLOORS OVER CRAWL SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REQUIRED SLAB PERIMETER INSULATION SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.4. FOR SLABS INSIDE A FOUNDATION WALL, THE INSULATION SHALL BE INSTALLED TO PROVIDE THERMAL BREAK (TB) BETWEEN THE SLAB EDGE AND THE FOUNDATION. MONOLITHIC SLAB SHALL INCLUDE INSULATION, INSTALLED OUTSIDE THE FOUNDATION WALL, AND SHALL EXTEND DOWNWARD FROM THYE TOP OF THE SLAB FOR A MINIMUM DISTANCE OF 24 INCHES OR DOWNWARD AND THEN HORIZONTALLY FOR A MINIMUM COMBINATE DISTANCE OF 24 INCHES. MONOLITHIC SLAB SHALL ALSO INCLUDE R-10 INSULATION UNDER THE NONLOAD BEARING PORTION OF THE SLAB 7. INT. DENOTES STANDARD FRAMING 16 INCHES ON CENTER WITH HEADERS INSULATED WITH A MINIMUM OF R-10 INSULATION. 8. RESERVED 9. DOORS INCLUDING ALL FIRE DOORS, SHALL BE ASSIGNED DEFAULT U -FACTORS FROM TABLE 10-6C. 10. WHERE A MAXIMUM GLAZING AREA IS LISTED, THE TOTAL GLAZING AREA (COMBINED VERTICAL PLUS OVERHEAD) AS A PERCENT OF GROSS CONDITIONED FLOOR AREA SHALL BE LESS THAN OR EQUAL TO THAT VALUE. OVERHEAD GLAZING WITH U -FACTOR OF U=0.35 OR LESS IS NOT INCLUDED IN GLAZING AREA LIMITATIONS. 11. OVERHEAD GLAZING SHALL HAVE U -FACTORS DETERMINED IN ACCORDANCE WITH NFRC 100 OR AS SPECIFIED IN SECTION 502.1.5. 12. LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 3.5" ARE EXEMPT FROM THIS INSULATION REQUIREMENT. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 3 0 2013 City of Tukwila BUILDING DIVISION 2009 IBC/IRC CODE WHOLE HOUSE VENTILATION AS A DEFAULT OP11ON 1 IS SELECTED AND A VENTED WINDOW IS REQUIRED IN EACH HABITABLE ROOM. IF ANOTHER OPTION IS SELECTED VENTED WINDOWS ARE NOT REQUIRED. X OPTION 1. INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FANS (IRC M1508.4) 75 MIN. CFM @ 0.25 WG EXHAUST FANS FLOW RATING PER IRC TABLE M1508.2 MINIMUM FAN REQUIREMENTS OUTDOOR AIR DISTRIBUTED TO EACH HABITABLE ROOM BY INDIVIDUAL OUTDOOR AIR INLETS. Powder, Laundry OP11ON 2. INTERMITTENT WHOLE HOUSE VENTILATION INTEGRATED WITH A FORCED -AIR SYSTEM (IRC M1508.5) PROVIDE OUTDOOR AIR AT CFM PER IRC SECTION M1508.3 4Kitchen B MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC VENTILATION CONTROL Min. 100 cfm @ 0.25" WG (IRC TABLE M1507.3) (Range hood or down draft exhaust fan rated at min.100 cfm at 0.10" WG may be used for exhaust fan requirement.) OPTION 3. INTERMITTENT WHOLE HOUSE VENTILATION USING A SUPPLY FAN (IRC M1508.6) PROVIDE OUTDOOR AIR AT 75 CFM @ 0.40 WG PER IRC TABLE M1508.2 Whole House Fan INCH SMOOTH OR INCH FLEXIBLE OUTDOOR AIR INLET DUCT PER IRC TABLE M1508.6.2 BACK -DRAFT DAMPER SELECTION: CALIBRATED MANUAL VOLUME DAMPER MANUAL VOLUME DAMPER AUTOMATIC FLOW -REGULATING DEVICE OPTION 4. INTERMITTENT WHOLE HOUSE VENTILATION USING A HEAT RECOVERY VENTILATION SYSTEM (IRC M1508.7) VENTILATION SCHEDULE 2009 IRC SECTIONS M1507 & M1508 SYMBOL LOCATION MINIMUM FAN REQUIREMENTS 4Bath, A Powder, Laundry Min. 50 cfm @ 0.25" WG (IRC TABLE M1507.3) 4Kitchen B Combination Smoke Alarm & Carbon Monoxide Alarm Min. 100 cfm @ 0.25" WG (IRC TABLE M1507.3) (Range hood or down draft exhaust fan rated at min.100 cfm at 0.10" WG may be used for exhaust fan requirement.) 4 C Whole House Fan Min. cfm = 75 AT 0.25 WG (IRC TABLE M1508.2) (based on 2,892 s.f. floor area & 4 bedrooms) *flow rating @ 0.25" WG *whole house fans located 4 ft. or less from interior grille to have a sone rating of 1.0 or less measured @ 0.1" WG All fans to vent to outside. All other requirements of the 2009 WSEC and the 2009 IRC sections M1507 and M1508 must be met. ALARM SCHEDULE 2009 IRC SECTIONS R314 & R315 SYMBOL DESCRIPTION REQUIREMENTS SA O Smoke Alarm *110 V interconnected w/ battery backup *installed on each floor and in each sleepin area g *listed in accordance with UL 217 and installed per the household fire warning equipment provisions of NFPA 72 0 ® Combination Smoke Alarm & Carbon Monoxide Alarm *installed outside of each separate sleeping area in the immediate vicinity of the bedrooms10 *smoke alarm requirements per above *carbon monoA e alarms to be installed in dwelling u <;.� • t�_�aa _,a.n,�m„�..�� a,a,���x�a�.r�m g *carbon monoxide alarms listed as complying with UL 2034 and installed per manufacturer's installation instructions FLOOR WALL CEILING LY VAPOR RETARDER APLED BACKED BATTS LY APLED BACKED BATTS LY APLED BACKED BATTS !UI RED IF VENTILATION SPACE AVERAGE 12" ABOVE INS )D W/ EXT. GLUE VT 0.111.10. THESE DRAWINGS ARE COPYRIGHTED AND MAY NOT BE COPIED OR REDRAWN WITHOUT THE WRITTEN PERMISSION OF O'NEILL DESIGN, INC. USE OF THIS DRAWING IS LIMITED TO A SPECIFIC PROJECT FOR PERSONS NAMED HEREON AND FOR THE CONSTRUCTION OF ONE BUILDING. ANY OTHER USE OR REUSE IS STRICTLY PROHIBITED WITHOUT THE WRITTEN CONSENT FROM ONEILL DESIGN, INC. © COPYRIGHT O'NEILL DESIGN ASSOCIATES REVISIONS DESCRIPTION Lu 0 M CO tet' N .o GENERAL NOTES .1 5 201 CODES: ALL WORK OF THIS CONTRACT SHALL COMPLY WITH THE IRC,IBC, PLUMBING CODE, MECHANICAL CODE, AND OTHER CODES AS ADOPTED AND AMENDED BY THE JURIDICTION THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL CODES, LAWS, ORDINANCES, RULES, AND REGULATIONS. IF THE CONTRACTOR OBSERVES THAT ANY OF THE CONTRACT DOCUMENTS ARE AT VARIANCE THEREWITH IN ANY RESPECT, HE SHALL PROMPTLY NOTIFY THE ARCHITECT, AND ANY NECESSARY CHANGES SHALL BE MADE. CONTRACT DOCUMENTS: THE CONTRACTOR SHALL CAREFULLY STUDY CONTRACT DOCUMENTS INCLUDING DRAWINGS, AND SHALL AT ONCE REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCY OR OMISSIONS HE MAY DISCOVER. IF DETAILS OR MATERIALS ARE NOT SHOWN ON DRAWINGS, THE CONTRACTOR SHALL CONSULT WITH THE ARCHITECT OR SUBMIT SHOP DRAWINGS AND/OR LITERATURE FOR APPROVAL PRIOR TO STARTING THE WORK INVOLVED. ALL WORK REQUIRED SHALL BE FURNISHED, INSTALLED, COMPLETE AND IN OPERATING CONDITION. DRAWINGS: DO NOT SCALE DRAWINGS. USE WRITTEN DIMENSIONS ONLY, OR AS DIRECTED BY THE ARCHITECT. PLAN DIMENSIONS ARE TO THE FACE OF STUDS AND FACE OF CONCRETE WALLS OR AS SHOWN. REPEAT FEATURES ARE OFTEN SHOWN ONCE, AND SHALL BE COMPLETELY PROVIDED AS IF SHOWN IN FULL. WHEN THERE IS A CONFLICT BETWEEN DRAWINGS OR BETWEEN DRAWINGS AND SPECIFICATIONS, THE MORE RESTRICTIVE REQUIREMENTS SHALL GOVERN. WHEN THERE IS A CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND CODE REQUIREMENTS, CODE REQUIREMENTS SHALL GOVERN. PERMITS: ELECTRICAL, MECHANICAL, FIRE PROTECTION AND PLUMBING ARE NOT PART OF THIS BUILDING PERMIT APPLICATION. THE SUBCONTRACTORS SHALL APPLY FOR AND OBTAIN PERMITS AND DO ALL WORK IN STRICT ACCORDANCE WITH CODE REQUIREMENTS AND AS INDICATED ON PLANS AND SPECIFICATIONS. FIRE PROTECTIONS: THE CONTRACTOR SHALL PROVIDE FIRE DAMPERS, FIRE PROTECTION FOR ELECTRICAL AND MECHANICAL PIPINGS AND FIXTURES, FIRE STOPS, DRAFT STOPS, AND PENETRATIONS THROUGH FIRE ASSEMBLIES AS REQUIRED PER CODES. EVEN IF THEY ARE NOT SHOWN ON THE DRAWINGS OR CALLED OUT ON SPECIFICATIONS. PREPARATION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL WORK. THE CONTRACTOR SHALL VERIFY FIELD DIMENSIONS AND ROUGH -IN DIMENSIONS FOR EQUIPMENT, DOORS AND WINDOWS AS WELL AS PROVIDE ALL CUTOUTS, BLOCKING, AND BACKING AS REQUIRED BY THIS CONTRACT AND BY OTHERS. THE CONTRACTOR SHALL PROVIDE CUTOUTS AND BLOCKINGS FOR FIXTURES AS REQUIRED FOR MECHANICAL, ELECTRICAL, AND ARCHITECTURAL WORK. D13 157 ED CITY OF TUKWILA AUG 01 2013 PERMIT CENTER IDENTIFY LOT LINES Lot lines shall be established on site and made visible to verify distance of building set backs the from lot lines, at time of footing/foundation inspection, prior to pouring concrete. A survey may be required to verify lot lines A NEC 250.50. A concrete encased grounding electrode is required in all newconcrete footings. The electrode shall consist of at least 20 feet of 1/2" or larger reinforcement bar or #4 copper wire, located near the bottom f the building footing. (NOTE: 20 foot rebar shall be one continuous piece tied along side any vicinity footing rebar and shall protrude 8" min. above top of foundation wall ar location oower panel.) y2'-0' 39'-0' 12'-0' 18'-10' 8'-2' CRAWL SPACE' VENT - TYPICAL s s v CRAWL SPACE COVER C.S. GRADE WITH 6 MIL BLACK VAPOR BARRIER LAP 12' AT SEAMS 2'-0' 5'-0 3/41 -- jam42 5'-1' r— • Q� - 4x12 DF*2 r —I— L _ J io L_J 1 PBL \ T% -1-11\`/x7\ �y II zo LLJ r / NOTE: THIS AREA / \ IS 12' O.C. FOR FLOOR 18'X12' FOOTING ' F 4MING / \ / O \ / 00 ;L / / Y rr� VENT 4 SOFFIT AT CANT IL EVER r a L DBL 81-0" 4x12 DP'2 r— I I I I I I I I I I X f - N �O 24.I 0 4-- +--- I 11 I� 4.1 PORCH CONC r—� L_J L H EXTENT I \ OF FRAMING TYP 5'-0° \ 6'-0L \ 1 r \ �% 1 - _+ / 6'-5 3/4' 1'-4 5/8' 5'-3 I/8' L--- EXTENT _ 1'-9 3/4' —7 I 0 I L_J -VENT 4 SOFFIT AT CANTILEVER FOOTING AT HOLDOWNS 1'1'-3' -�- 1- +---' ---1 1 1 1 A STEEL1 PORCH CONC. J,-4" 6 I©I --L J- 1'-4'xl'-4' PLINTH ON 24'x24' CONC FTG. 9'-6" EDGE OF CONC. 71 4 T-0' m N r 1- N 0 0 Q VERIFY FRAME OUT FOR FURNACE W/ MECH L (2) LAYERS 3/¢ PLY AT PLATFORM 16'-0' n 2- CAR GARAGE 4" CONC. SLAB SLOPE 3' TO DOORS CONTINUOUS FOOTING AT GAR. DOORS N N N 41) 161-0' 23'-0' 39'-0" :ouNoAT I oNI 121..AN SCALE 1/4' = 1'-0' b13 FOUNDATION NOTES • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD • STEP FOUNDATION PER SITE CONDITIONS VERIFY STEP LOCATIONS WITH DEVELOPER • PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. • 2x6 P.T. (SODIUM BORATE PRESSURE TREATED) SILL PLATES w/ 5/8'4'x12' ANCHOR BOLTS 4 3x3x1/4' WASHERS 6 4'-0' o.c. TO FOUNDATION (TYP. UN.O.). ANCHOR BOLTS SHALL HAVE MIN. 1' EMBEDMENT INTO CONCRETE. • FLOOR JOISTS TO BE 2 x 10 1-1F*2 AT 16' OL. UNLESS NOTED OTHERWISE • FLOOR SHEATHING SHALL BE 23/32' T4G OSB SUBFLOOR APPLIED w/ LONG DIMENSION ACROSS JOISTS, STAGER END JOINTS. GLUE AND NAIL 6 ALL PANEL EDGES AND OVER ALL SWEAR WALLS w/ 10d 41 6' o.c. AND OVER ALL INTERMEDIATE FRAMING m 12' o.c. • BEAMS TO BE 4 x 10 DF*2 UNLESS NOTED OTHERWISE • PROVIDE SOLID BLOCKING OVER ALL SUPPORTS /NDICATES STRAP HOLDOWNS, PER PLANS, LOCATED AT ENDS OF MAIN FLOOR SHEAR WALLS ABOVE. INSTALL PER DETAILS ON SHEETS 51 AND 52 AND MANUFACTURER'S SPECIFICATIONS. SEE R/52 FOR RETROFIT WOLDOU.N. • VERIFY ALL PLUMING DROPS. • FOOTINGS TO BEAR ON UNDISTURBED OR COMPACTED SOIL OF 2000 PSF MIN. BEARING CAPACITY. MINIMUM DEPTH OF EMBEDMENT FOR ALL FOOTINGS SHALL BE 18 INCHES. • PROVIDE 4 x 4 PT POSTS UNDER BEAMS (4 x 6 AT BEAM SPLICES). PROVIDE POSITIVE CONNECTION TO BEAMS • PROVIDE 1/2' MINIMUM AIRSPACE BETWEEN CONCRETE AND WOOD. USE PRESSURE TREATED WOOD WHEN IN CONTACT WITH CONCRETE • COVER CRAWL SPACE GRADE WITH 6 MIL. BLACK VAPOR BARRIER LAP EDGES 12' MINIMUM. EXTEND 12' MIN UP FON. WALL SPREAD FOOTING KEY ■ 4x4 POST ON 18'xlS'x8' THICK CONCRETE PAD • 4x4 POST ON 24'x24'x8' THICK CONCRETE PAD w/ (3) *4 EACH WAY • 4x4 POST ON 30'x30'x8' THICK CONCRETE PAD w/ (4) *4 EACH WAY L---130' CRAWL SPACE VENTILATION CRAWL SPACE AREA 1342 SF CRAWL SPACE AREA / 150: 8. S4 SF OF VENT AREA REQ'D TYP. VENT SIZE • 14' x 8' x .80 (80% EFFICIENCY) ■ .62 SF / VENT VENT AREA / .62 • 14.42 VENTS REQUIRED 15 VENTS SHOWN (SEE PLAN FOR LOCATION) 15 VENTS x . 62 = S. 3 VENT AREA PROVIDED • VENTS SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH 1/4' MAX OPENINGS. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 3 0 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 072013 PERMIT CENTER THESE DRAWINGS ARE COPYRIGHTED AND MAY NOT BE COPIED OR REDRAWN WITHOUT THE WRITTEN PERMISSION OF O'NEILL DESIGN, INC. USE OF THIS DRAWING IS UMITED TO A SPECIFIC PROJECT FOR PERSONS NAMED HEREON AND FOR THE CONSTRUCTION OF ONE BUILDING. ANY OTHER USE OR REUSE IS STRICTLY PROHIBITED WITHOUT THE WRITTEN CONSENT FROM ONEILL DESIGN, INC. © OOPYRIGI r O'NEILL DESIGN ASSOCIATES REVISIONS DESCRIPTION 11111111 2'-6' GID AT TOP 2-6x4-0 C SAF. GL. (5) SI -I 1-6x5-0 XOX EGRESS M. BATH VINYL M. BEDROOM CARPET r N 50 CFM EX. FAN Y.T.O. 365.08' TOP OF PLYWOOD ON 16R CARBON "9 MONOXIDE DETECTOR HALL CARPET BED 2 CARPET TRIM OUT COLUMNS SOFFIT ON 8' 1!iASH441 I I Yro ERI LL_ LNDRY VINYL FAN VTO-► WHOLE 2-8 HOUSE FAN +36' COUNTER OPEN UNDER BONUS CARPET Zn N 2'- 39'-0' 12'-0' 181-10' 8'-2' 6'-2 3/4° L 5'-9 1/4' 2'-11 1/2' 10'-10 5/S' 5'-0' SW -4 6-0x5-0 *0 MULLED W1114 6-0x2-0 TRANSOM SEE ELEVATION -10' SW -4 BOTT. OF HDR AT 8'-6' FOR DINING/LIVING ROOM DINING CARPET 5 1/2' X 1• MOON NMI MON I 5-0x5-0 XO SW -4 HOSE BIBB 5-0x5-0 XO SW -4 MEM Are, c m ARCHED CPENING 9'-4° H I �----; 1,Dui .1 .• P KITCHEN EX. FAN VTOS IN HOOD HDWD ISLAND REF 1- 2x6 WALL NOOK 1'-0' 12'-2' HALF WALL OR OPEN RAIL VERIFY W/ OWNER GAS ZERO PIPE CLEARANCE GAS FIREPLACE ..�� BUILVERIDFYER SIZE U/ = LIVING CARPET BOTT. OF I4DR AT 8'-6' FOR DINIi4G/LIVING ROOM 5'-0' 5'-1 2-6 4'-5 1/2' 5-0x5-0 XO BOTT OF HDR AT 8'-0' AFF (TYP) UNO 36' GAS FIREPLACE W/ TV NICHE ABOVE FAMILY CARPET H C ZERO CLEARANCE GAS PIPE 4'-1' 12'-8° NEWEi: FOS 8' 5 VARIES ) 2 STORY 1 - DISPLAY a4REA-' OPEN TO ABOVE^N 2 STORY ENTRY HDWD HALL HDWD -I —'!— Ur 2-6 STR DR. SORkl1� DN 1 CARBON HSC I I MONOXIDE STR DR DETECTOR 2-6 6-0x5-0 X0 MULLED WITH 6-0x2-0 TRANSO SEE ELEVATION PORCH CONC. v VOID FAN PDR OS HOWD SW -4 ZA• 3'-6' 1-3/8" (MIN.) S r LINE OF WALL BELOW 11'-5 1/2° 11'-6 1/2' UPPER :ioOfie 1:5141N1 SCALE 1/4" = 1'-0' 2006-2009 WSEC 503.11 Pipe Insulation: All piping shall be thermally insulated in accordance with Table 5-12. EXCEPTION: Piping installed within unitary HVAC equipment. Cold water pipes outside the conditioned space shall be insulated in accordance with the Washington State Plumbing Code (Chapter 51-56 WAC). 9'-6' I'-6' 5'-0' REVIE D FOR CODE COMPLIANCE RO��D CE APP OCT 302013 City of Tukwila BUILDING DIVISION 16'-0' O O a N WOOD DOOR (2)R vl0 • 1 - RI MI '-4' SW -4 STUDY CARPET (2) STRAPS REQUIRED LOCATE AT UPPER AND LOWER ) RD OF TANK. UPC 508. 2 5068 SIFOLD ROD 4 SHELF SW -4 (2) LAYERS 3/4' PLYWOOD FOR 30' DEEP MECI4. PLATFORM CANT.1' PAST RIM. 4" MAX. :R 4 10' TREAD 1'-4 1/2' '-0' INTERNATIONAL FUEL GA5 CODE 304.62 IS HEREBY AMENDED t0 READ AS FOLLOWS: THE OPENING SHALL DI CTLY COMMUNICATE WITH THE OUTDOORS OR THROUG A VERTICAL OR HORIZONTAL DUCT TO THE OUTDOORS AND HALL HAVE A MINIMUM FREE AREA OF 1 SQUARE INCH PER 000 BTU/HR (314 MM2KW) OF THE TOTAL INPUT RATING OF LL EQUIPMENT LOCATED N THE ENCLOSURE, AND NOT LESS THAN THE SUM OF AREAS OF ALL VENTS CONNECTORS IN 1114E PLACE. )RC G2401.5 (304.9) MECHANICAL COMBUSTION AIR SUPPLY WHERE ALL COMBUSTION AIR IS PROVIDED BY A MECHANICAL AIR SUPPLY SYSTEM, THE COMBUSTION AIR SHALL BE SUPPLIED FROM TINE OUTDOOR AT A RATE NOT LESS THAN 035 CUBIC FEET PER MINUTE PER 1,000 BTU/1-1 (0.034 M3/MIN. PER KW.) OF TOTAL INPUT RATING OF ALL APPLIANCES LOCATED WITHIN THE SPACE POWER GAS METE HOSE METER BIBS I I ......::.::. - -, NOTE: VERIFY LOCATION OF POWER 4 GAS METER E 1 2 CAR GARAGE CONC WIDE SILL FRAME SILL WITH 2x10 At 16' o.c. BOTT. OF 2x10 AT 1'-6' A.F.F. SW -4 1'-6' 6-0x2-0 F GRIDS BAY WIND 8',-0' 1'4 'B' VEN NMI SW -4 1'-6' IIMIN 23'-0' 39'-0' 1N P1_oo 121-14,7 SCALE I/4' = 1'-0' 0.: A5 FURN. AND NWT PILOT LIGHT AND BURNERS t0 BE 18" MIN. ABOVE TOP OF N N `rte FLOOR PLAN NOTES: (MAIN FLOOR PLAN) • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. • SEE ROOF FRAMING FOR ALL HEADER AND BEAM CALL -OUTS. • MAIN FLOOR PLATE HEIGHT SHALL SE 9'-1', TVP. UN.O. • TOP OF WINDOWS ® 8'-6' ABOVE FLOOR, TYP. UN.O. • EXTERIOR WALLS SHALL BE 2x6 HF 16' o.c. AND INTERIOR WALLS 2x4 HF to 16' o.c. • ALL ANGLED WALLS TO BE 457 UN.O. • ALL WINDOWS (WOOD, ALUMINUM, OR VINYL) SHALL COMPLY W/ WS.E.C. FRAMERS TO VERIFY ROUGH OPENING • PROVIDE SOLID BLOCKING OVER SUPPORTS. • SMOKE DETECTORS TO BE HARD WIRED w/ DISCONNECTION SWITCH AND BATTERY BACKUP. DEVICES TO BE INTERCONNECTED IN ACCORDANCE w/ SECTION R3I3.I, IRC. • SMOKE DETECTORS TO BE LOCATED IN ALL BEDROOMS. • HANDRAIL AT STAIRS TO BE MOUNTED AT 34' - 38' ABOVE TREAD NOSING IN ACCORDANCE w/ 83115.6, IRC. • n DENOTES SOLID BEARING UNDER CONCENTRATED LOADS. USE (2) 2x6 AT 6' WALLS. USE (2) 2x4 AT 4' WALLS. UNLESS NOTED OTHERWISE. • VENT ALL FANS AND DRYER EXHAUST TO EXTERIOR. • ALL STORAGE 4 SPACES UNDER STAIRS TO BE FINISHED w/ 1/2' GWS. • DOOR BETWEEN HOUSE 4 GARAGE SHALL BE A SOLID CORE WOOD DOOR, SOLID OR HONEYCOMB STEEL DOOR, NOT LESS THAN 1-3/8' IN THICKNESS. • PREFABRICATED FIREPLACES, CHIMNEYS AND RELATED COMPONENTS TO BEAR U.L. OR I.B.C.O. SEAL OF APPROVAL AND TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. • TOILET PAPER DISPENSERS TO BE MOUNTED 21' A.F.F. (TYP.) • ALL TOWEL BARS TO BE 24' WIDE, MOUNT TOWEL BARS fa 42' A.F.F. KEY NOTES: WATER HEATER PER 81 NA.E.C.A. WATER HEATER SHALL NAVE 80 GALLON MINIMUM FIRST HOUR RATING. INSTALL PRESSURE RELIEF VALVE TO EXT. INSTALL RATED EXPANSION TANK IF REQUIRED BY JURISDICTION. HEAT ELEMENTS AND SWITCHES TO BE 18' ABOVE CONCRETE SLAB. 18'x24' CRAWL SPACE ACCESS PROVIDE 2x8 BLOCK AT 54' A.F.F. FOR THERMOSTAT (SEE SHEET ECI) 1/2' GYPSUM WALL BOARD ON ALL WALLS AND POSTS. 5/8' TYPE 'X' GYPSUM WALL BOARD ON CEILINGS AND BEAMS. 5/8' TYPE 'X' G.W.B. SHALL BE INSTALLED PERPENDICULAR TO THE CEILING FRAMING AND SHALL BE FASTENED AT MAX. 6 INCHES O.C. FASTENERS PER TABLE R10235. ZERO -CLEARANCE METAL FIREPLACES TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. PREFAB FIREPLACES TO BEAR THE STAMP OF AN APPROVED TESTING LAB. PROVIDE 6.' DIM. OUTSIDE COMBUSTION AIR. HEARTH PER BUILDER/OWNER TUBS & SHOWERS: • FIREBLOCKING IN ACCORDANCE W/ SECTION 8602.8, IRC. • LIMIT SHOWER FLOW TO 2. 5 GPM. • WALLS SHALL BE WATERPROOF TO A MIN. 10' ABOVE DRAIN INLET. • ALL GLAZING INCLUDING WINDOWS WITHIN 60' OF STANDING/WALKING SURFACE SHALL BE SAFETY GLASS. RECEIVED CITY OF TUKWILA AUG 0 7 2013 PERMIT CENTER FLOOR AREA SUMMARY: MAIN FLOOR UPPER FLOOR TOTAL GARAGE DECKS AND PATIOS COVERED PORCHES SEP, 15 2015 = 1,380 SQ. FT. = 1,440 SQ. FT. = 2,820 SQ. FT. = 516 SQ. FT. = 653 SQ. FT. = 108 SQ. FT. N = 39'-0' DEPTH = 63'-0' ARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED APPROXIMATELY ONE AND ONE HALF TIMES. OPEN TO BELOW SPACES ARE NOT INCLUDED IN CALCULATIONS. GARAGE AREA IS CALCULATED SEPARATELY. YXI THESE DRAWINGS ARE COPYRIGHTED AND MAY NOT BE COPIED OR REDRAWN WITHOUT THE WRITTEN PERMISSION OF O'NEILL DESIGN, INC. USE OF THIS DRAWING IS UMITED TO A SPECIFIC PROJECT FOR PERSONS NAMED HEREON AND FOR THE CONSTRUCTION OF ONE BUILDING. ANY OTHER USE OR REUSE IS STRICTLY PROHIBITED WITHOUT THE WRITTEN CONSENT FROM ONEILL DESIGN. INC. © COPYRIGHT O'NEILL DESIGN ASSOCIATES REVISIONS DESCRIPTION 111111111 P7 A 1- 8 1 IMP 4X10 RIDGE 1 MBING P BRCS WALL 1 1 r 1 'Lim I 1 L 3 I/8X9 GI -154 Ia FLUSH BEA C–HANGER I1-1U5410�1 711.7•14 1.7 4.7.67•7.4,76,11.74!"411/41o7W4 /747. .47•74/74,1 lo'r41 41."71117474761436767 N / / / / / 0 4X10 O U Sal 5-1/8x12 GLB / / / / / / / / / POINT LOAD / FROM ABOVE S -1/8x10-1, 0 s X 1 1 FLOOR FRAMING NOTES • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD • PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. • ALL HEADERS TO BE 4 x 10 DF *2 UN.O. • ALL GLB TO BE 24F -V4 OF/DF UNLESS NOTED OTHERWISE • SEE FLOOR AND / OR FRAMING PLANS FOR BEAM SIZES. • PROVIDE SOLID BLOCKING AT ALL BEARING POINTS • 0 DENOTES SOLID BEARING UNDER CONCENTRATED LOADS. USE (2) 2x6 AT 6' WALLS. USE (2) 2x4 AT 4' WALLS. UNLESS NOTED OTHERWISE. • 0 DENOTES POINT LOAD FROM ABOVE • • EOM CROSS HATCHED WALLS INDICATE BEARING WALLS TO BE FRAMED WITH 2x STUDS AT 16' O.C. MAX. UN.O. SHADED AREAS INDICATE SOFFITED AREAS. SEE PLANS FOR DEPTH • ALL VOID SPACES TO BE FIRE AND DRAFT STOPPED PER IBC • FLOOR SHEATHING SHALL BE 23/32' T4G OAS. SUBFLOOR APPLIED WITH LONG DIMENSION ACROSS JOISTS, STAGGER END JOINTS. GLUE AND NAIL 0 ALL PANEL EDGES AND OVER ALL SHEARWALLS w/ 10d NAILS 6' o.c. AND OVER ALL INTERMEDIATE FRAMING A 12' o.c. • FLOOR JOISTS ARE 2x12 HF*2'6 A 16' o.c. (TYP. UN.O.) • USE SIMPSON I-IANGERS FOR SINGLE AND DOUBLE JOIST CONNECTION AND SIMPSON HU HANGERS FOR ALL BEAM CONDITIONS. • ALL WINDOW HEADERS TO BE SET AT 6'-10' AT 8 ' PLATES AND AT 8'-0" AT 9' PLATES, UNLESS NOTED OTHERWISE PER ELEVATIONS. • PROVIDE 'PB' POST BASES AT POST TO FON. CONNECTIONS UN.O. AND 'AC' POST CAPS AT POST TO BEAM CONNECTIONS UN.O. CONGEALED FLANGE HANGER 2x6 RAFTERS — STRUCTURAL 2x FASCIA BOARD 1 i i HANGER HU5410 4x10 FLUSH MMIIMMINS 1 1 I_ . PLY AT SOFFIT--� ANGER AT 16" OC 1 ERG WALL -:, ��:❖:❖:r^:❖:❖:•:��•��, sir•:�:ry❖:❖:❖:•:�:❖:►:r•:%�:�:� 0 0 120 0: N A Q SOLID BLOCKING II GING T 2x12 FLOG JOISTS AT 16' O.C. DBL 0 co 4x10 2x12 F OOR JOISTS AT 16' O.C. POST DN TO 3-1/8x9 BELOW 1/8x10 1/2 GLIB DBL GABLE END TRUSS 1'-6' 6 RAKE 2x6 RAFTERS 4 2x4 CLG JST AT 24' o.c. ROOF AT BAY WINDOW BELOW UPPER F1001:2 FRAMING PJ..I, N SCALE 1/4° = 1'-0° DS 4•1•11M11* 11110 NOTE: SEE UPPER FLOOR 4 1).0WER ROOF FRAMING PLAN FOR LOWER ROOF FRAMING 4 NOTES (TYP) L a a RIDGE GABLE ENP TRUSS O.H. TYP 1'-6' j –ROOF VENT L� TYPICAL 7 1 ATrC COMMO TRUSSES L J ATTIC VENTILATION 1949 SF , 6. 49 SF OF NET VENT AMA REQUIRED 300 50% AREA PROVIDED BY ROOF VENTS (10) 050 ROOF VENTS AT 35 SF EACH : 3.80 SF PROVIDED 50% AREA PROVIDED AT EAVES PROVIDE MIN. 3. 24 SF OF VENTILATION AT EAVES INSTALL SCREENED TRUSS BLOCKS W/ (3) 2" DIA. HOLES AT EACH TRUSS BAY TOTAL VENTILATION PROVIDED :6. 14 SF NOTE: ALL ROOF PITCHES TO 8E '1/12 UNLESS NOTED OTHERWISE ED FOR \ CODE COMPLIANCE APPROVED OC1 3 0 2013 Oily ISG DIVISION ukwila E3,t.�lt: D ABLE END TRUSS 1:12 L COMMON TRUSSES AT 24' o.c. GABLE END TRUSS ROOF FRAMING PIAN 1� SCALE 1/4° = 1'-0° DOWNSPOUT TYPICAL DOWNSPOUT TYPICAL TYPIC1'-6� OVERHALANG ROOF NOTES • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. • ALL BEAMS AND HEADERS SHALL BE 4 x 10 OF *2 UNLESS OTHERWISE NOTED. SEE PLANS FOR BEAM SIZES • PRE -MANUFACTURED WOOD TRUSSES m 24' o.c. (TYP. UN.0.) • PROVIDE SIMPSON H1 HURRICANE TIE AT EACH END OF EVERY ROOF TRUSS. PROVIDE (2)142.5 AT EACH END OF 2 -PLY AND GREATER GIRDER TRUSSES. • ROOF SHEATHING SHALL BE 1/16' OSB APPLIED WITH LONG DIMENSION ACROSS TRUSSES OR RAFTERS. NAIL 6 ALL PANEL EDGES AND OVER ALL SHEAR WALLS AND DRAG TRUSSES w/ 8d NAILS 6' o.c. AND OVER ALL INTERMEDIATE FRAMING 12' o.c. • PROVIDE SOLID BLOCKING OVER SUPPORTS. • ROOF OVERHANGS PER PLAN • ROOF PITCHES PER PLANS AND/OR ELEVATIONS. • INSTALL SKYLIGHTS ON 2 x 6 CURB • ALL TRUSSES AND RAFTERS TO BE SPACEp AT 24" O.C. MAX. UNLESS NOTED OTHERWISE • SHADED AREAS INDICATE OVER - FRAMING OVER ROOF BELOW • DENOTES SOLID BEARING UNDER CONCENTRATED LOADS. SEE UPPER FLOOR PLANS FOR ALL BEARING STUD AND COLUMN CALL -OUTS D.S. 41E===D = DOWNSPOUT TO GRADE a===D S= DOWNSPOUT TO LOWER ROOF ATTIC VENT - SPACED PER PLAN (*PER ATTIC VENTILATION CALC.) TRUSS NOTES • TRUSS DESIGN DRAWINGS SHALL SE PROVIDED WITH THE SHIPMENT OF TRUSSES DELIVERED TO THE J05 SITE AND SHALL BE ON THE JOB SITE. • ENGINEERING DATA AND DETAILS SHALL BE APPROVED BY THE BUILDING OFFICIAL BEFORE INSTALLATION. • TRUSSES SHALL BE DESIGNED BY A REGISTERED WASHINGTON STATE ENGINEER STRESS ANALYSIS, DRAWINGS AND DETAILS SHALL BE STAMPED BY AN APPROVED STATE OF WASHINGTON RESISTERED ENGINEER AND FABRICATED FROM ONLY THESE DESIGNS. • ROOF TRUSSES 51 -TALL BE FRAMED AND TIED INTO THE FRAMEWORK AND SUPPORTING WALLS SO AS TO FOR`! AN INTEGRAL PART OF THE WHOLE BUILDING. • ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACE ALL TRUSSES. • PRE -MANUFACTURED TRUSSES TO SE STAMPED BY THE MANUFACTURER OR BY A QUALITY CONTROL AGENCY SUCH AS THE WASHINGTON STATE TRUSS FABRICATORS COUNCIL. • • TRUSS INFORMATION PERMANENTLY AFFIXED TO EACH TRUSS SHALL CONTAIN TRUSS MANUFACTURER'S IDENTIFICATION, DESIGN LOAD AND TRUSS SPACING. TRUSS MANUFACTURER TO NOTIFY DESIGNER OR ENGINEER OF ANY SIGNIFICANT LOADS NOT ACCOUNTED FOR IN THE ARCHITECTURAL DRAWINGS. THESE SHALL INCLUDE BUT ARE NOT LIMITED TO POINT LOADS AND UPLIFT LOADS. IF NECESSARY, PROVIDE TRUSS DRAWINGS FOR REVIEW BY ENGINEER. • NONBEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENERS (SUCH AS SIMPSON STC) TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. • TRUSSES SHALL BE DESIGNED FOR UNIFORM LOADING AS FOLLOWS: TOP CHORD: 35 PSF OF TRIBUTARY AREA. BOTTOM C1-40RD: 5 PSF OF TRIBUTARY AREA. OVER -FRAMING SPANS • 2x4 HF*2 RAFTERS 0 24'o.c. UP TO 5'-5' MAX. SPAN. • 2x6 HF*2 RAFTERS 0 24'o.c. UP TO S'-6' MAX. SPAN. • 2x8 1-1F*2 RAFTERS 0 24'o.c. UP TO 11'-3' MAX. SPAN. • 2x10 1-F*2 RAFTERS ® 24'o.c. UP TO 14'-4' MAX. SPAN. RECEIVED CITY OF TUKWILA AUG G 7 LUIJ PERMIT CENTER THESE DRAWINGS ARE COPYRIGHTED AND MAY NOT BE COPIED OR REDRAWN WITHOUT THE WRITTEN PERMISSION OF O'NEILL DESIGN, INC. USE OF THIS DRAWING IS UMITED TO A SPECIFIC PROJECT FOR PERSONS NAMED HEREON AND FOR THE CONSTRUCTION OF ONE BUILDING. ANY OTHER USE OR REUSE IS STRICTLY PROHIBITED WITHOUT THE WRITTEN CONSENT FROM ONEILL DESIGN, INC. © COPYRIGHT O'NEILL DESIGN ASSOCIATES REVISIONS DESCRIPTION PERMIT SET 11111111 REAR E EVAM I Ot 4 SCALE 1/S' = 1'-0' TOP PLATE ArD1NTIF1G7LiW7fl FRICSHt E1_EVAtION SCALE 1/S' = 1'-0' NEI ■■111■IIU111 1_EPt EL. EVA TIO1b,4 SCALE 1/8' = 1'-0' S.G. 30' MAXIMUM 1 -(EIGHT RIDGE BUILT-UP BARGE BD 1x3 ON IX' ON 2x10 1x3 At 16' O.G. OVER SMOOTH HARDBOARD TYPICAL CONT. METAL GUTTER ON 5/4 x 8 FASCIA TYPICAL EXTEND BARGE BD. 5' TO HIDE GUTTER TYPICAL HARDIPLANK (OR EQ.) FIBER -CEMENT EXTERIOR SIDING 6' HORZ. EXPOSURE TYPICAL cri ROOF CONSTRUCTION • COMPOSITION SHINGLES IN ACCORDNCE w/ SECTION 8905.2, IRC • 316' O.S.B. SHEATHING w/ 15• FELT • PRE -MANUFACTURED WOOD TRUSSES 24'o.c. UN.O. ▪ MINIMUM R-49 BLOWN -IN INSULATION 0 FLAT CEILINGS • MINIMUM R -3S BATT INSULATION ® VAULTED 2x12 CEILINGS TYP. CEILING SHEATHING @ ROOF • 1/2' G.W.B. w/ 5d COOLER NAILS 0 1'o.c. OR 5/8' G.WB. w/ 6d COOLER NAILS 0 l'o.c. PERIMETER NAILING 51 CEILING DIAPHRAGM SHALL BE 2x6 OR 2x8 BLOCKING INSTALLED FLAT OVER THE TOP PLATE TO PROVIDE A 2' NAILING SURFACE FOR G.W$. NAIL TO ALL MEMBERS 6 CEILING BOUNDARY AT LEAST -1/8' FROM ENDS AND EDGES OF G.W.B. • P.VA. (VAPOR RETARDER) PAINT • MINIMUM R-38 BATT INSULATION 6 VAULTED 2x12 CEILINGS EXTERIOR WALL CONSTRUCTION ▪ SIDING PER EXTERIOR ELEVATIONS ON • BUILDING PAPER PER SECTION 81032, IRC • X16' O.S$. SHEATHING w/ NAILING PER STRUCTURAL SHEETS ON • 2x6 STUDS 41+ 16'o.c. (UN.O.) • R-21 BATT INSULATION • 1/2' G.W.B. w/ P.VA. (VAPOR RETARDER) PAINT FLOOR CONSTRUCTION • FINISH FLOOR COVERING ON • MINIMUM 23/32' T4G 0.55. SUBFLOOR APPLIED WITH LONG DIMENSION ACROSS 2X10 1-IP2 * 16'o.c. (UPPER FLOOR FRAMING) 2x10 HFr2 0 16'o.c. (MAIN FLOOR FRAMING), STAGGER END JOINTS. GLUE AND NAIL e ALL PANEL EDGES AND OVER ALL SHEAR WALLS w/ ad NAILS 6 6'o.c. AND AT ALL INTERMEDIATE FRAMING 0 12'o.c. • NAIL PER STRUCTURAL SHEETS • MINIMUM R-30 BATT INSULATION —REAR VENT GAS FIREPLACE ELEVATION NOTES: • PROVIDE CONTINUOUS METAL GUTTERS (TYP.) • PROVIDE ROOF VENTS PER 1$.C. (SEE ROOF FRAMING PLAN) • PROVIDE GALVANIZED 51-1EET METAL FLASHING AND COUNTERFLASHING AT ALL ROOF PENETRATIONS INCLUDING CHIMNEYS. • PROVIDE WEATHER-STRIPPING AT ALL DOORS AND WINDOWS. • CAULK ALL JOINTS AND PENETRATIONS IN EXTERIOR WALLS. MAINTAIN 1" CLEARANCE OVER INSULATION 12 R-49 INSUL 1/2" GUM AT WALLS AND CEILINGS R-21 INSUL. BEDRM 4 R-30 INSUL. ADHERED CULTURED STONE VENEER TYPICAL PER MFGR'S INSTALLATION INSTRUCTIONS TYPE 'S' MORTAR REQUIRED. 2 x 6 GARAGE DOOR LINER GRIDS PER ELEVATION 5/4x4 2x BULLNOSE 5/4x6 TYP. WINDOW TRIM WINDOW PER PLAN MANUFACTURED TRUSSES PER ROOF FRAMING PLAN HALL FRONT E1_MV14tIOf\l SCALE 1/4' = 1'-0' M. BEDRM REVIEWED FOR CODE COMPLIANCE APPROVED OCT 3 0 2013 City of Tukwila BUILDING DIVISION BEAM PER PLAN GARAGE STUDY R-30 INSUL. FAMILY SOLID BLOCKING 7AT BEARING TYP. R-21 INSUL. 401 •• UPPER FLOOR TOP OF PLATE UPPER FLOOR TOP OF PLYWOOD MAIN FLOOR TOP OF PLATE MAIN FLOOR TOP OF PLYWOOD COVER GRADE WITH 6 MIL BLACK VAPOR BARRIER 3UI1.OINIG SECTION —0:11 SCALE 1/4' = 1'-0' MIN. 18' CLEARANCE TO MOTT. OF FLR MIN. 12' CLEARA TO BOTT. OF BE i RECEIVED CITY OF TUKWILA AUG U 7 2013 PERMIT CENTER THESE DRAWINGS ARE COPYRIGHTED AND MAY NOT BE COPIED OR REDRAWN WITHOUT THE WRITTEN PERMISSION OF O'NEILL DESIGN, INC. USE OF THIS DRAWING IS UMITED TO A SPECIFIC PROJECT FOR PERSONS NAMED HEREON AND FOR THE CONSTRUCTION OF ONE BUILDING. ANY OTHER USE OR REUSE IS STRICTLY PROHIBITED WITHOUT THE WRITTEN CONSENT FROM ONEILL DESIGN. INC. © COPYRIGHT O'NEILL DESIGN ASSOCIATES REVISIONS DESCRIPTION 111111111 MAINTAIN 6'-S' MIN. HEADROOM 34' MIN. TO 38' MAX ABOVE FACE OF STAIR NOSING EXTEND TO TOP 4 BOTT. RISER RETURN TO WALL 10' TYP. (SEE PLAN) (10' MIN. REQ. TREAD lt 1 1/2' DIA. MIN CONT. HANDRAIL - 1-1/2' CLEAR FROM WALL. HANDRAILS PER IRC 8311.5.3 BALUSTERS PER IRC R312.3 LESS THAN 4" BM. OR DBL PER PLAN BETWEEEN 1x8 BALUSTERS RISER 11/X111/4 / 11 TREAD 1 2x THRUST BLOCKING 1/2" GWB ON ALL SURFACES OF USABLE SPACE UNDER STAIRS (3) 2 x 12 STRINGERS FIREBLOCKING AT TOP AND BOTTOM ACROSS STRINGER BETWEEN STUDS NOTE: PER IRC 2009 CODE R3I1.1.4 STAIRS TREADS AND RISERS R3I1.1.4.1 RISER HEIGHT. THE MAXIMUM RISER HEIGHT SHALL BE 1 ' INCHES (196 mm). THE RISER SHALL BE MEASURE VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIR SHALL NOT EXCEED THE SMALLEST BY MORE THAN ' INCHES (9.5 mm). 8311.1.4.2 TREAD DEPTH. TI -IE MAXIMUM TREAD DEPTH SHALL BE 10" INCHES (254 mm.). THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAT DEPTH WITHIN ANY FLIGHT OF STAIR 51-IALL 10 EXCEED THE SMALLEST BY MORE THAN ' INCH (9.5 mm.). CONSISTENTLY 51-IAPES WINDERS AT THE WALKLINE SHALL BE ALLOWED WITHIN THE SAME FLIGHT OF STAIR AS RECTANGULAR TREADS AND DO NOT HAVE TO BE WITHIN ' INCH (9.5 mm.) OF THE RECTANGULAR DEPTH. INTERIOR STAIR 3/4' = 1'-0' NOT USED 3/4' = 1'-0' EXTERIOR 2 x 4 STUDS AT 16' O.C. I x2 TRIM METER CAN NOTCH TOP OF2x8FOR DBL TOP PL 1/2' TYPE 'X' GWB PANEL BOX 2 x 8 EACH SIDE INTERIOR PT 2 x 4 SILL W/ ANCH. BOLTS FILL BLOCK N INTERIOR 1/2' TYPE 'X' GLOB POWER MAST SIDING PER ELEVATIONS SECTION PLAN ELEC. METER SECTION & PLAN 3/4" = 1'-0" w 0 2 x 8 EACH SIDE D -FR3 4 3/4 x 3/4 UJ/ RELIEVED EDGES 5/8 OR 2 1/4 TRIM PER PLAT SPECIFICATION UJ/ RELIEVED EDGES 2x4 HALF WALL 1/2" GWB T.O. SUBFLOOR 3 -PIECE CAP 3' = 1'-0' 4 r m VINYL WINDOW W/ INSUL. GLAZING UNIT. 3/4" SHIM 3/4" PLYWOOD 2) 2X6 SILL PLATES -CABINET T.O. SUBFLOOR KITCHEN WINDOW SILL ' = 1'-0' NOT USED 3/4' = 1'-0' RAM SET A35 CLIP 0* FELT ALTERNATE 3/4" T4G 055 5U5FLOOR ON FLOOR JOISTS PER MAIN FLOOR FRAMING PLAN. SOLID BLOCKING R 30 INSULATION BEAM PER PLAN 2 x 4 CLEAT EA. SIDE POST TO BEAM W/(3) 10d EA. END POST PER FND. PLAN MA515 STRAP 0* FELT 6 MIL BLACK VAPOR BARRIER. NOTE: SIZE OF FOOTING REBAR PER PLAN 4 STRUCTURAL DETAILS. GOING PER ELEVATION I-XTERIOR SHEATHING PER PLAN P.-21 BATT INSULATION 1/2' GWB 3/4" T4G OSB SUBFLOOR -21 BATT INSULATION JOIST PER FRAMING PLAN IM JOIST PER FRAMING PLAN 1/2' GWB FLOOR AT EXT. WALL 3/4' = 1'-0' OUBLE TOP PLATE INSULATION 4x HEADER PER PLAN RIPPED 2x ...�tEVtEUVED FOR CODE, COMPLIANCE APPROVED OCT 3 0 2013 City of Tukwila UILDING DIVISION SPREAD FOOTING 3/4' = I'-0' P.T. PLATE W/ ANCHOR BOLT (2) *4 CONT ,AT TOP OF WALL POUR FTG. ON UNYEILDING SOIL FDN10 4" DIA. TIGHTLINE WHERE REQUIRED, CONNECTED TO STORM DRAIN OR DRY WELL. TYP. EXT. WALL CONST. P.T. SILL PLATE PER PLAN W/ 5/8" DIA. x 10' A.B. W/ 3'x3'x1/4" SQ. PLATE WASHERS SPACE AT 48' O.C. W/ (UNLESS NOTED OTHERWISE PER SHEAR WALL SCHEDULE) MIN. 1' EMBED (1) BOLT 12' FROM CORNERS TYP. FLOOR CONST. 4" DIA. PERF. FOOTING DRAIN IN WASHED GRAVEL BED *4 CONT. AT TOP OF WALL *4 CONT. HORZ. 4 W.‘4*.ir°41(1) 6 L = A BARRIER ON CRAWL SPACE GRADE (2) *4 CONT. HORIZ. UNDISTURBED SOIL FOUNDATION WALL 3/4" = 1'-0' 1/2" TYPE "X" GWB, FIRETAPE TO CODE FDN - 007 P.T. 2x6 SILL PLATE W/ 5/5" DIA. x 10' A.B. W/ 3"x3"XI/4' SQ. PLATE WASHERS SPACE AT 45" O.C. W/ (UNLESS NOTED OTHERWISE PER SHEAR WALL SCHEDULE) MIN. 7' EMBED (1) BOLT 12" FROM CORNERS 4" CONC. SLAB OVER MIN. 6 MIL V.B. OVER 4" LAYER GRANULAR FILL SLOPE TYP, FLOOR CONST. AT SPLICES FDN. WALL FOOTING *4 CONT. AT TOP OF WALL *4 CONT. HORZ. 4 VERT. AT 16' O.C. 6 MIL BLACK VAPOR BARRIER ON CRAWL SPACE GRADE DOOR OR WINDOW HDR TO BEAR FULLY ON (1) 2x STUD AT ALL DOOR AND WINDOW OPENINGS HEADER PER PLAN TYP. HEADER FRAMING 3/4' = 1'-0' 5/8" GWB 2x10 -49 BLOWN -IN, TYP. TRUSS, TYP. /8" GLOB STEPPED FOOTING 3/4'=1'-0' EAVE DETAIL 3/4' = (2) *4 CONT AT BOTTOM OF FOOTING SEND AND LAP AT EACH STEP D_FDNI4 COMP. ROOFING ON TYPE 15 FELT ON 1/16" OSB SHEATHING ON MFG. TRUSSES 24' O.C. INSULATION BAFFLE MIN. 1' AIR SPACE -49 BATT INSULATION W/ MIN. 1' AIR SPACE 2x4 VENT BLOCKING P SOFFIT MATERIAL AT OVERHANG WB W/ PVA PAINT, TYP. 2x6 STUD WALL 0 16"o.c. i-ASCIA 4 GUTTER SIDING PER ELEVS. ON 15* BLDG. PAPER ON 7/16" 0S5 SHEATHING ON 2x6's ' 16"o.c. W/ R-21 BATT INSULATION UND ISTURBED SOIL *4 CONT. VERT. AT 16" O.C. (2) *4 CONT. HORIZ. FOUNDATION / INT. GARAGE WALL 3/4' = 1'-0" 4" DIA. TIGHTLINE WHERE REQUIRED, CONNECTED TO STORM DRAIN OR DRY WELL. FDN-03I TYP. EXT. GARAGE WALL CONST. P.T. 2x SILL PLATE PER PLAN W/ 5/8' DIA. x 10" A.B. W/ 3'x3"xl/4' SQ. PLATE WASHERS SPACE AT 48' O.G. W/ (UNLESS NOTED OTHERWISE PER SHEAR WALL SCHEDULE) MIN. 7" EMBED (1) BOLT 12" FROM CORNERS *4 CONT. AT TOP OF WALL NOTE: 30' MAX UNBALANCED BACKFILL 4' CONC. SLAB 0/ 6 MILL VAPOR BARRIER 0/ 4' GRANULAR BASE *4 CONT. HORZ. 4 T. AT 6' 0 4" DIA. PERF. FOOTING DRAIN IN WASHED GRAVEL BED (2) CONT. HORIZ. POUR FTG. ON UNYEILDING SOIL FOUNDATION WALL AT GARAGE 3/4'=1'-0' 7-3/4" MAX RISER 4 11" MIN. TREAD NERVOUS -MAL BELOW DOOR THRESHOLD NERVOUSTRAL SLOPE DN. 1:96 FDN-013 z z: 0 LU w N01— z0 1--Q� 040 DOS ty E01 0z.g zw N Z (p ry thi la F -0O zZ U W z O U ce c/) z O V ATTIC ACCESS 3/4' = 1'-0' EATHER STRIP 1x2 TRIM WB ROOF SHEATHINGi PER PLAN 2x VALLEY OVER 2x RAFTER OVERFRAMING ROOF FRAMING WALL FRAMING 15 2015 FALSE VALLEY FRAMING DETAIL NO SCALE D_RF4 FOUNDATION WALL 3/4' = 1'-0' }RECEIVED ----' ' CITY OF TUKWILA z r� t FDN-012 AUG 0 7 2013 PERMIT CENTER THESE DRAWINGS ARE COPYRIGHTED AND MAY NOT BE COPIED OR REDRAWN WITHOUT THE WRITTEN PERMISSION OF O'NEILL DESIGN, INC. USE OF THIS DRAWING IS LIMITED TO A SPECIFIC PROJECT FOR PERSONS NAMED HEREON AND FOR THE CONSTRUCTION OF ONE BUILDING. ANY OTHER USE OR REUSE IS STRICTLY PROHIBITED WITHOUT THE WRITTEN CONSENT FROM ONEILL DESIGN, INC. © COPYRIGHT O'NEILL DESIGN ASSOCIATES CO GENERAL STRUCTURAL NOTES ( The following applies unless shown otherwise on the plans.) 1, ALL MATERIALS AND WORKMANSHIP DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWING SPECIFICATIONS, THE INTERNATIONAL BUILDINGS CODE, (2009 EDITION) 2. DESIGN CRITERIA ROOF LIVE LOAD FLOOR LIVE LOAD (RESIDENTIAL) FLOOR LIVE LOAD (DECK) STAIR 4 CORRIDOR LIVE LOAD MECHANICAL UNITS WIND EARTHQUAKE ALLOWABLE SOIL PRESSURE SEE PLANS FOR ADD. LOADING CRITERIA. 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATISILTY AND SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER, OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS TO THE WORK 25 PSF 40 PSF 60 PSF 100 PSF WEIGHTS FURNISHED BY MFGR 85 MPH, EXPOSURE 'B' Kz = 1.4 S5 =1.55 5 i =.55 (SITE CLASS 'D') 2500 PSF (NATURAL SOILS OR COMPACTED) 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE SEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFTEY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED TO PERFORM HIS WORK. 7, CONTRACTOR -INITIATED CHANGES SHALL SE SUBMITTED IN WRITING TO THE ARCHITECT AND THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY 11-415 REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER 9. ALL STRUCTURAL SYSTEMS WH1C1-4 ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL SE SUPERVISED SY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER 10, SHOP DRAWINGS FOR STRUCTURAL STEEL, GLUED LAMINATED MEMBERS, OPEN WES WOOD TRUSSES, AND PLYWOOD WES JOISTS SHALL BE SUBMITTED TO TI -4E ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION OF THESE ITEMS. 11, SHOP DRAWINGS REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY± REPRODUCIBLE WILL BE MARKED AND RETUNED. SHOP DRAWINGS SUBMITTALS PROCESSED SY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, THAT HE DEMONSTRATES HIS UNDERSTANDING BY INDICATING WHICH MATERIAL HE INTENDS TO FURNISH AND INSTALL AND AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS HE INTENDS TO USE. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED SY THE ENGINEER, THE DESIGN DRAWNINGS AND SPECIFICATONS SHALL CONTROL AND 5HALL SE FOLLOWED. SHOP DRAWINGS OF DESIGN BUILD COMPONENTS INCLUDING STAIRS, AND EXTERIOR CLADDING SHALL INCLUDE TI -4E DESIGNING PROFESSIONAL ENGINEER'S STAMP, STATE OF WASHINGTON, AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE COMFORMANCE AN ALL NECESSARY CONNECTOINS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRICTURE. DESIGN CALCULATIONS SHALL 8E MADE AVAILABLE UPON REQUEST. GEOTECIHN1C4L 12. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER FOOTINGS SHALL BEAR ON SOLID UNDISTRUBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST 18' BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY THE ACTUAL ELEVATIONS OF FOOTINGS MUST SE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAS AND SOILS ENGINEER BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE SOILS REPORT. CONCRETE 13. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f'c= 2500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD AND NO MORE THAN 6 GALLONS OF WATER PER SACK OF CEMENT. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO I.B.G. THE AMOUNT SHALL 8E 4% + 1% BY VOLUME. ALL EXPOSED CONCRETE SHALLHAVE STRENGTH OF f'c= 3000 P51 14. REINFORCING STEEL SHALL CONFORM TO ASTM A615, (INCLUDING SUPPLEMENT 51) GRADE 40, fy= 40,000 PSI. EXCEPTION: COLUMN TIES, BEAM STIRRUPS, BARS TO BE FEILD BENT, BARS TO BE WELDED AND ANY OTHER BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40 fy= 40,000 PSI REINFORCING COMPLYING WITH ASTM 4615 (61) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D1.4 ARE SUBMITTED. NO REINFORCING SHALL SE WETSET UNLESS SPECIFICALLY SO DETAILED. WELDED WIRE MESH SHALL CONFORM TO ASTM A -ISS. ALL CONCRETE EXPOSED TO WEATHER, INCLUDING GARAGE SLABS, IS REQUIRED TO SE 3000 psi CONCRETE AND HAVE AIR ENTRAINMENT OF 5%. (IBC 190422, IBC 19042.1, R402.2. 15. REINFORCING STEEL SHALL BE DETAILED (INCLUDING 1-100K6 AND BENDS ) IN ACCORDANCE WITH ACI 315-80 AND 318-83. LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS (2'-0' MIN.). PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS (2'-0' MIN.). LAP ADJACENT MATS OF WELDED WIRE FABRIC ONE FULL MESH (MIN. OF 8') AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 16 . CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3' FORMED SURFACES EXPOSED TO EARTH (I.e. WALLS BELOW GROUND) OR WEATHER (*6 BARS OR LARGER) (*5 BARS OR SMALLER) COLUMN TIES OR SPIRAL AND SEAM STIRRUPS SLABS AND WALLS (INTERIOR FACE) 2' 1 1/2' 1 1/2' 3/4' CAST -IN-PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR .ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN-PLACE AND PRECAST. 17 . NON -SHRINK GROUT SHALL SE FURNISHED SY AN APPROVED MANUFACTURER AND SHALL SE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURE'S PUBLISHED RECOMMENDATIONS. 18, STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON ON THE A.IS.C. 'SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL BUILDINGS', LATEST EDITION, PLUS ALL REFERENCES CODES. 19 , STRUCTURAL STEEL INCLUDING PLATES, AND ROLLED SHAPES, SHALL CONFORM TO ASTM A36, Fy= 36 K51 STEEL PIPE SHALL CONFORM TO ASTM A-53, TYPE E, OR 5, GRADE B, Fy= 35 KSI STRUCTURAL TUBING SHALL CONFORM TO ASTM 4500, Fy= 46 KS11 BOLTS SHALL CONFORM TO AS111 A301 EXPANSION SHALL BE 'PARABOLT' OR APPROVED EQUAL INSTALLED IN STRICT ACCORDANCE WITH THE MAUFACTURES'S PUBLISHED RECOMMENDATION. 2 0 . ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY WA.33.0. CERTIFIED WELDERS USING E1OXX ELETRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. WELDMG OF GRAPE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E10XX ELETRODES. WELDING WITHIN 4' OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. WOOD 21, FRAMING LUMBER SHALL BE KILN DRIED OR MC -I5, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2x MEMBERS) BEAMS AND STRINGERS POSTS AND TIMBERS STUDS, PLATES AND MISC. LIGHT FRAMING TOP AND BOTTOM PLATES AT SEARING WALLS BOLTED STUDS, LEDGERS AND PLATES 2x6 STUDS AND PLATES HEM FIRS NO2 DOUGLAS FIR NO2 DOUGLAS FIR NO.1 DOUGLAS FIR NO.I OR HEM FIR STAND. GRADE. DOUGLAS FI+': N0.1 OR HEM FIR CONSTRUCTION GRADE. DOUGLAS PR STANDARD GRADE. DOUGLAS FIR OR HEM FIR NO3 (STUD GRADE). 2 2. GLUE LAMINATED MEMBERS 51-IALL BE FABRICATED IN CONFORMANCE WITH 113.C. STANDARDS. EACH MEMSER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATION OF CONFORMANCE. ALL SIMPLE SPAN SEAMS 514ALL BE DOUGLAS FIR COMBINATION 24F -V4, Fly= 2400 PSI, Fv= 165 PSI. ALL CANTILEVER BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -VS, Fb= 2400 PSI, Fv= 165 P5I. 23, LAMINATED VENEER LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH REPORT NO. NER-126. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARC ALL SEAMS SHALL BE WESTERN SPECIES, GRADE 1.8E, Fb= 2600 PSI, Fv= 285 P51. 2 4 . PARALLEL STRAND LUMBER SHALL 1EE FABRICATED IN COTORMANCE WITH REPORT NO. NER-292. EACH MEMBER 51-IALL 53EAR AN IDENTIFICATION MARK ALL BEAMS SHALL BE DOUGLAS FIR, GRADE 2.0E, Fb= 2900 P51, Fv= 210 PSI 2 5, PREFABRICATED OPEN WEB 4 PLYWOOD WRB TRUSSES (OR COMBINATION WOOD AND METAL) SHALL BE DESIGNED BY THE MAUFACTURER FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL BE FURNISHED AND NSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. ALL NECESSARY BRACING, BRIDGING, BLOCKING, PRE -NOTCHED PLATES ETC., SHALL BE THE DETAILED AND FURNISHED BY THE MANUFACTURER. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS (COMPLETE WITH STRESS DIAGRAMS) TO THE ARCHITECT AND TI -4E STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION. DESIGN SUBMITTALS SHALL BEAR THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PERMANENT AND TEMPORARY BRIDGING AND BRACING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. 2 6 . PLYWOOD SHEATHING SHALL BE GRADE C -D EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH I$.C. STANDARD NO. 25-9 ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. 2 8 . TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE BY SIMPSON COMPANY, .45 SPECIFIED IN THEIR CATALOG. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBG APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTORS STRAPS CONNECT TWO MEMBERS, PLACE ON HALF OF THE NAILS OR BOLTS IN EACH MEMBER ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM 4301. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD UNLESS NOTED OTHERWISE. ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS SHALL SE CONNECTED TO FLUSH BEAMS WITH 'U' SERIES HANGERS. ALL DOUBLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U' SERIES HANGERS. ALL TRIPLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH 13EA115 WITH 'U' SERIES HANGERS. 243_ PROTECTION OF CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD ALL BOLTS, NAILS, JOIST HANGERS, AND ANY OTHER CONNECTIONS SHALL BE 1-407 DIPPED GALVANIZED FASTENERS RECOMMENDED TO CONFORM WITH A5111 STANDARD 153 AND 1-407 DIPPED GALVANIZED CONNECTORS SHOULD CONFORM TO ASTM A653, CLASS G-183. STAINLESS STEEL FASTENERS AND CONNECTORS SHOULD 8E TYPE 304 OF 316. SIMPSON PRODUCT FINISHES CORRESPONDING TO THESE REQUIREMENTS ARE ZMAX (HOT DIPPED GALVANIZED) AND 557300 (STAINLESS STEEL. 30- ALL WOOD FRAMING DETAILS - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS. 2 7 ALL WOOD PLATES AND SLOGGING IN DIRECT CONTACT WITH CONCRETE OR MASONARY $HALL BE PRESSURE -TREATED WITH AN A.W.PA. APPROVED PRESERVATIVE. PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. A. B. C. D. E. F. G. H. I. J. K. L. M. N. MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE 23049.1 OF THE INTERNATIONAL BUILDING CODE. AT SAWN TIMBER JOIST AREAS: PROVIDE CROSS -BRIDGING AT 8'-0' o.c. MAXIMUM SPACING AND SOLID 'BLOCKING AT BEARING POINTS. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS. PROVIDE DOUBLE JOISTS EACH SIDE OF OPENINGS UNLESS DETAILED OTHERWISE. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS THAT EXTEND MORE THAN HALF THE JOIST LENGTH AND DOUBLE JOIST HEADERS AND DOUBLE JOISTS EACH SIDE OF ALL OPENINGS IN FLOORS AND ROOFS UNLESS DETAILED OTHERWISE. COORDINATE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. PROVIDE TWO 2x10 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD BEARING WALLS NOT DETAILED OTHERWISE. PROVIDE SOLID BLOCKING FOR WOOD COLUMNS AND MULTIPLE STUD POSTS THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID OF ALL STUDS OVER 10' IN HEIGHT. TOENAIL JOISTS TO SUPPORTS WITH 2-16d NAILS. ATTACH ALL SEAMS AT THE ROOF EXCEEDING 8'-0' IN LENGTH TO SUPP WITH US.P. KST29 STRAP EACH END. ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH U.S.P. 'U' SERIES METAL JOIST HANGERS TO SUIT THE JOIST SIZE. WALL FRAMING ALL STUD WALL SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS * 16' o.c. .47 INTERIOR WALLS AND 2x6 STUDS a 16' o.c. AT EXTERIOR WALLS REVIEWED FOR CODE COMPLIANCE APPROVED Ts OCT 302013 City of Tukwila BUILDING DIVISION NOTATINS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS, AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY SIMPSON CONNNECTORS, A GIBRALTAR COMPANY, LIVERMORE, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURES MAY BE SUBSTITUTED. PROVIDED THEY HAVE ICB0 APPROVAL FOR EQUAL LOAD CAPACITIES. INDIVIDUAL MEMBERS OF BUILT-UP POSTS AND BEAMS SHALL EACH BE ATTACHED WITH 16c1 NAILS * 12' o.c. STAGGERED. ALL WOOD STUDS WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH I6d NAILS 61 12' o.c. STAGGERED UNLESS SHOWN OTHERWISE. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. .y PLYWOOD ROOF AND FLOOR SHEATHIG UNLESS OTHERWISE NOTED ON PLANS 51-1ALL BE LAID UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 8d NAILS * 6' o.c. TO FRAMED PANEL EDGES AND OVER STUD WALLS SHOWN ON PLANS AND 6 12' o.c. (10'o.c. AT FLOORS TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED EDGE CLIPS * 16'o.c. AT UNBLOCKED ROOF SHEATHING EDGES. PROVIDE SOLD BLOCKING AT LINES OF SUPPORT AT FLOORS. TOENAIL BLOCKING 70 SUPPORTS WITH I6d NAILS 0 12' o.c. UNLESS OTHERWISE NOTED IN THE SHEARWALL SCHEDULE. o. PROVIDE 2- 2x8 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD WALLS NOT DETAILED OTHERWISE. ATTACH WITH 'U.S.P. LUMBER CONNECTORS' P.C. POST CAPS OR EQUAL. P. Q. R. 31_ PLYWOOD WALL SHEATHING SHALL HAVE SOLID BLOCKING AT ALL EDGES. ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS STAGGERED OR BOLTED TO CONCRETE WITH 5/8' DIAMETER ANG -AOR BOLTS * 4'-0' o.c. UNLESS SHOWN OTHERWI PLYWOOD NAILING: (USE UNLESS GREATER NAILING IS DETAILED OR SPECIFIED) ad 66'o.c. 8d 12' c.c. A7 SHEET EDGES AT INTERMEDIATE BEARING POINTS 1. PROVIDE ABU POST BASE * ISOLATED POSTS TO CONCRETE CONNECTION. 2. PROVIDE (2) A35 CLIPS * TOP 4 BOTTOM OF ALL POSTS TO OTHER FRAMING MEMBERS (UN.O.) 3. PROVIDE AC OR ACE POSTS CAP ISOLATED POSTS TO BEAM CONNECTIONS. 4. PROVIDE MIN. (2) 435 CLIPS ® POST TO BEAM CONNECTION. (UN.0) w RECEIVED AUG 0 7 2013 PERMIT CENTER CONCRETE MASONRY UNIT WALLS 51-IALL SE CONSTRCUTED OF GRADE N UNITS CONFORMING TO ASTM STANDARDS, SHALL B BE LAID UP IN RUNNING BOND USING TYPE '5' MORTAR, AND SHALL SE REINFORCED AND ANCHORED AS 51-101UN ON THE DRAWINGS. WHERE SPECIFIC REINFORCEMENT IS NOT SHOWN, PROVIDE *5 a 48'o.c. WERTICAL AND JOINT REINFORCING (3/16' ROUND MAIN WIRE) IN ALTERNATIVE COURSES. PROVIDE BOND BEAMS WITH 2'-0' MINIMUM BEYOND EDGE OF OPENINGS. AND 1 -*5 VERTIVAL EACH SIDE OF OPENING , AT WALL COMERS AND INTERSECTIONS AND AT FREE ENDS OF WALLS. DESIGN f'm - 1,500 PSI. ALL VERTICAL BARS AND OTHER EMBEDDED ITEMS SHALL BE GROUTED SOLID IN CELLS. GROUT USED FOR FILING CELLS AND BOND BEAMS 514ALL CONFORM TO IBC REQUIREMENTS AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. REVISIONS DESCRIPTION OH W L.1. 16304 81st PI. N.E., Kenmore,WA 98028 Tel: (425) 442-6179, Fax: (206) 973-5339 (2)2x STUDS 0 HOLDOWN 2x4" P.T. MUDSILL w/ ANCHOR BOLTS PER PLAN 12" MIN. AT MUDSILL ENDS AND JOINTS, WITH 1" MIN. EMBEDMENT. (U.N.0) SEE SCHEDULE FLOOR JOISTS (PER PLAN) SIMPSON STHDI4RJ w/ 38-2 I/2x. 148 NAILS TO DBL. STUDS (STRAP LOCATION PER PLAN) (2)#4 BARS TOP CONTINUOUS PYL. EDGE NAILING TO EACH STUDS 0 HOLDOWN CONT. PLY. TO SILL PLATE I2d 05"O.G. 8d 0 6" O.G. #4 0 I6" O.G. VERT. 0 CENTERLINE OF WALL #4 0 10" O.G. HORZ. 6 MIL. 'BLACK' VISQUEEN _>►� VAPOR BARRIER. 6" HOOK ED6E NAILIN6 PER SCHEDULE T.N. I2d 0 5" O.G. cA Fr I; L_ o. cA 4» UNYIELDING SOIL (2)#4 CONT 8' 4" EXTERIOR SHEARWALL CR4UJL SPACE 3/4"= I'_0" 0"-sa / 8d 0 5" O.G. PLY. TO BLOCK (2)MDAI CLIPS T T T I T 0 MIPPloo �( 1 I X __ 1 IF 00 R R R 4)U.S.P. MD, SHEARWALL PER PLAN 2x6 BLOCK ROOF TRUSSES 2x4 BRACE w/ (2)A35 EA. END/ EA. TRUSS PROVIDE ONE "V" BRACE 0 8'-O" O.G. ABOVE SHEARWALL I ANCHORS SHEARWALL PERPEND ICUL AR 52 ) 3/4"= 11-O" TO ROOF TRUSSES Ill UJ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SHEARWALL WALL (2)2x STUD O HOLDOWN FLOOR PLYWOOD FLOOR JOISTS (PER PLAN) SIMPSON MSTC52 STRAP TIE IN/ (62) I6d NAILS SHEARWALL PER PLAN (2)2x STUD O HOLPOWN PLY. EDGE NAILIN6 O HOLDOWN STUDS (TYP) MSTC52 HOLDOUJN AT FLOOR N.T.5. SHEARWALL PER PLAN BOTTOM PLATE NAILIN6 PER SCHEDULE EDGE NAILIN6 FLOOR PLYWOOD II 1/8" TJI'S (PER PLAN) 8d 0 6" O.G. JOIST OR BEAM PER PLAN SHEARWALL PARALLEL TO FLOOR JOISTS INTERIOR S1-IEARUJALL TO FLOOR 3/4"= 11-O" 8ELOUJ IO'-O" MAX N 4x12 HDR. MIN: 11 - MIN. n TTTT $ It II l TOP PLATE 2x4 8d- 3" O.G. TOP ft NAIL SHEATHING TO HDR. HEADER 5" O.G. EA. WAY TYP (2)2x STUDS 0 16" O.G. NAIL STUDS w/ I2d 6" O.G. OR 4x4 POST (2)2x4 BLKING w/ (4)12d SHEATHING PER PLAN (MIN) ONE SIDE OR TWO SIDES $dYP. TO AL (TL MEMBERS) (5)2x4 P.T. PLATES STHDIO HOLDOWN w/ 50- I617 SINKERS NAILS (2) 5/8" DIA.xI6" A.B. 0 8" O.G. (2)#4 CONT. CONC. FOUNDATION (CONT.) LATERAL RESTRAINT PANEL END OF PLATE / 4'-0' MIN. SPLICE LENGTH (25) I2d ITT ITT NOTE: SPLICE AND NAIL TOP PLATES AS SHOWN 0 ALL EXTERIOR WALLS, SHEAR WALLS, 5 AT EACH FLOOR LEVEL AND AT ROOF. :LEVATION D 3L. TOP PLATE SPLICE TOP PLATE 2x STUDS 52 ,1 3/4" = I -O" EDGE NAILING FLOOR PLYWOOD JSTS. PER PLA I2d 0 5" O.G. EDGE NAILIN6 SHEARWALL PER PLA I2d 0 16" O.G. 0 JSTS I2d 0 5" O.G. 0 2x4 2X4 CONT. 0 SHEARWALL SHEARWALL PARALLEL TO FLOOR JOISTS EDGE NAILING FLOOR PLYWOOD LID BLKING OR TJI BLOCKING I2d 0 5" O.G. 2x8 JOISTS (PER PLAN) TOENAILIN6 PER SCHEDULE I2d 05"0.C. EDGE NAILING SHEARWALL PER PLAN SHEARWALL PERPENDICULAR TO FLOOR JOISTS INT. SI- EARWALL TO FLOOR AESV. 2x4 BLKING EXPANSION JOINT PLY. EDGE NAILING 0 HOLDOWN STUD (2)2x STUDS STHDI4 w/ 38-2 I/ 2x .148 NAILS STRAP LOCATION PER PLAN EDGE NAILING #4 0 16" O.G. VERT. 6" HOOK 30" MAXIMUM UNBALANCED 1 4" / / EXT. SHEARWALL 6) SLA 3/4"= I' -O" CONT. TIMBER -STRAND RIM FLOOR PLYWOOD FLOOR JOISTS (PER PLAN) EXTERIOR WALL PLYWOOD PER -SGHE7ULE BOTTOM PLATE NAILIN6 PER SCHEDULE PLY. SPLICE 2d T.N. 0 16" O.G. DGE NAILIN6 PLY. PER SCHEDULE I JOIST PERPENDICULAR TO EXTERIOR WALL 3/4"= I' -O" PLY. PER W,HEDULE 2x4 BLKING OVER SHEARWALL NAILING DETAIL CAIN. FLOOR JOIST 3/4"= I' -O" (2)2x STUDS 0 EA. HOLDOWN BEND STRAP AROUND BEAM OR MULTI. JOIST SHEARWALL PER PLAN EDGE NAIL PLY. TO EACH DBL. STUD SIMPSON MSTG52 STRAP TIE w/ (62) I6d NAILS FLOOR PLYWOOD BEAM OR MULTIPLE JOIST PER PLAN MSTC52 HOLDOWN AT FLOOR 3/4"=I1 TRUSS PER PLAN SIMPSON HI EA. END/ EA. TRUSS PLY. EDGE NAILING 2x BLOCK w/ (5) 2" DIA VENT HOLES AS REQUIRED w/ (2) I6d T.N. EA. TRUSS/ EA. END EDGE NAILIN6 2x STUD 0 16" O.G. PLY. PER SCHEDULE BOTTOM PLATE NAILING PER SCHEDULE CONT. TIMBERSTRAND RI FLOOR PLYWOOD I >: VI '\AfiED FOR r� r cuMPI...00,Na T OCT 3 0 f013 City of Tukwila IaUILDlNG DIVISION STS (PER PLAN) EXT. WALL GH=ATHI PER SCHEDULE PLY. SPLICE EDGE NAILIN6 I2d T.N. 0 16" O.G. EDGE NAILIN6 EXTERIOR WALL SW -6 SW -4 SW -3 W-3 JOIST PARALLEL TO EXTERIOR UJALL 52 l 3/4"= 11-o" ROOF PLY. (2)12d Nz EDGE NAIL PLY. TO EACH TRUSS PROOF TRUSS DESIGN LATTERRAL/LOAD (4)12d TO 2x4 FLAT TO TOP ft 2x4 FLAT 0 12" O.G. (2) I2d EDGE NAILING SHEARWALL PER SCHEDULE ROOF TRUSS PARALLEL TO S.W. 3/4"= I' -O" TYP. FLOOR CONST. 2x SOLID BLOCKING OVER BEAM 2 x 4 CLEAT EA. SIDE POST TO BEAM W/(3) I0d EA. END 6 MIL BLACK VAPOR BARRIER ON CRAWL SPACE GRADE • R • z e0 BEAM PER PLAN POST PER PLAN 90" FELT OR NERVSTRAL UNDER POST. ANCHOR WITH SIMPSON HGA10 W/ (4) I6d TO POST AND (2) POWDER ACTUATED FASTENERS TO FOOTING FOOTING PER PLAN r l �t� : r- l SII g1111.I I=11 11, - l.I. PIER FOOTING 3/4"= I' -O" POUR FTG. ON UNYEILDING SOIL D_FDN10 TYP. EXT. WALL CONSTRUCTION (UNLESS OTHERWISE NOTED) 1. SHEATHING: 1/2" PLYWOOD OR 1/16" 0.5.B., EXTERIOR SIDE, BLOCKED, NAIL w/ 8d 0 6" O.G. ALL EDGES AND 0 12" O.G. FIELD. 2. BOLT SILL PLATE TO CONCRETE w/ 5/8 DIA. x 10" A.5.'S 0 48" O.G. 5. NAIL BOTTOM PLATE TO FRAMING BELOW w/ I6d 0 4" O.G. 4. FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE w/ I6d T.N. O 4" O.G. AND DETAILS ON 51 $ 52. CAPACITY: 240 LB/FT SHEARWALL SCHEDULE CAPACITY: 550 LB/FT INDICATES SHEARWALL w/ PLYWOOD ONE SIDE. 1. SHEATHING: 1/2" PLYWOOD OR 1/16" 0.5.B., ONE SIDE, BLOCKED, NAIL w/ 8d 0 4" O.G. ALL EDGES AND 12" O.G. FIELD. 2. BOLT SILL PLATE TO CONCRETE v4/ 5/8 DIA. x 10" A.B.'S 0 32" O.G. 3. NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d 0 5" O.G. 4. FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE w/ I6d T.N. O 4" O.G. AND DETAILS ON 51 $ 52. SHEARWALL SCHEDULE CAPACITY: 450 LB/FT - INDICATES SHEARWALL w/ PLYWOOD ONE SIDE. 1. SHEATHIN6: 1/2" PLYWOOD OR 1/16" O.S.B., ONE SIDE, BLOCKED, NAIL w/ ed 0 4" O.G. ALL ED6E5 AND 12" O.G. FIELD. 2. BOLT DBL. SILL PLATE TO CONCRETE w/ (2) 5/8 DIA. x 12" A.B.'s PER D/51. 5. FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE w/ I6d T.N. O 4" O.G. AND DETAILS ON SI * 52. 4. USE (2)2x STUDS 0 16" O.G. 4 SEE DETAIL D/ 51. (PER APA Form No. "TT -014) SHEARWALL SCHEDULE INDICATES SHEARWALL w/ PLYWOOD TWO SIDES, I. SHEATHING: 1/2" PLYWOOD OR 1/16" 0.9.5., ONE SIDE, BLOCKED, NAIL w/ 8d 0 5" O.G. ALL EDGES AND 12" O.G. FIELD. 2. BOLT 3x SILL PLATE TO CONCRETE w/ 5/8 DIA. x 12" A.B.'s 0 8"o.c. CAPACITY: 6100 LB/FT 3. FASTEN DBL. BOTTOM PLTS. TO DOUBLE JOIST OR BLOCKING BELOW w/ 2 ROWS 2 LAYERS 16d a 6' O.C. OR 2 ROWS A35 CLIPS W 16' O.C. 4. FASTEN DBL. TOP PLTS. TO DOUBLE JOIST OR BLOCKING BELOW w/ 2 ROWS 2 LAYERS 12d TOE NAILS a 6' O.C. AND 2 ROWS A35 CLIPS * 16' O.C. OR PER DETAILS 5. USE 3x ALL FRM'NG MEMBERS RECIEVING EN. FROM ABUTTING PANELS SHEARWALL PER PLAN TYP I CAL ROOF SHEATHING 1/16" O.S.B. PLYWOOD, INDEX 32/16, UNBLOCKED, IN/ FACE GRAIN PERPENDICULAT TO FRAMING BELOW. NAIL AS FOLLOWS: DIAPHRAM BOUNDARY AND OVER EXT.SHEARWALLS ALL SUPPORTED EDGES FIELD TYPICAL FLOOR SHEATHING 8d 0 6" O.G. Sd06"0.G. 8d 0 8" O.G. 3/4' T4G, 0.3.8., INDEX 40/20, UNBLOCKED, LAID UP W/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END JOINTS, GLUE 4 NAIL AS FOLLOWS: DIAPHRAGM BOUNDARY AND OVER ad AT 6' OC EXTERIOR WALLS AND SHEARWALLS ALL SUPPORTED EDGES FIELD 8d AT 6' OC SdAT10'OC OPTION: USE #6 SCREWS 0 I6" O.G. IN ADDITION TO NAILS SPECIFIED ABOVE a 16' O.C. NOTES: 1. USE 3"x3"xl/4" PLATE WASHERS ON ALL ANCHOR BOLTS. CONNECT ALL RIM JOISTS 0 EXT. WALLS w/(2) 0516 STRAPS. FILL ALL HOLES WITH NAILS. 2. ALL I2d NAILS SHALL BE 5 1/4" LONG x .131 SHANK DIA. (MIN). 5. FILL ALL HOLES 0 ALL HOLDOWNS it/ 2 1/2" LONG x .148 SHANK DIA. NAILS. 4. ALL POWDER DRIVEN NAILS SHALL BE 2 5/4" LONG (MIN)x .156 SHANK DIA. w/ MINIMUM 1 1/4" PENETRATION. 5. USE IOd x 2 1/8" LONG COMMON NAILS WHERE CALLED ON PLANS i-- MSTC52 STRAP TYP. FLOOR CONST. 2x SOLID BLOCKING OVER BEAM Da - 2 x 4 CLEAT EA. SIDE POST TO BEAM W/(3) 10d EA. END POST PER PLAN 6 MIL BLACK VAPOR BARRIER ON CRAWL SPACE GRADE RECEIVED CITY OF TUKWILA AUG 0 7 LUIS PERMIT CENTER INTERIOR FOOTING e STRAP REVISIONS z O E 111111111 8d a 3" O.G. PLY. TO BLOC (2)2x6 BLOCK (2)MDAI CLIP 81-0' (2)2x6 DIAGONAL "T" BRACE ® RIDGE AND ® 8'-O" O.G. MAX. (VERIFY w/ TRUSS MF6R.) 2x6 CONT. I2d ® 6" O.G. 2x6 CONT. TO TOP PLATE TTP. GAE3LE MUSS DETAIL 3/4"=1'-O" 2x TRUSSES a 24" O.G. 2x OUTRIGGER (OPTIONAL) EGDE NAILING DBL. TOP CHORD HORZ. WEB BRACING BY TRUSS MPGR. PER T.P.I. SPECS. NAIL TO ALL TRUSSES I2d @ 6" O.G. (2)2x6 CONT. ® 6ABLEEND TRUSS MID HEIGHT STRUCTURAL TRUSS w/ 2x4 FLAT INLET STUDS ® 24" O.G. (2)MDAI CLIPS (ONE EA. SIDE) I2d @ 6" O.G. (TRUSS TO 2x6) EDGE NAILING 1/16" 0.3.8. OR 1/2" PLYWOOD CONT. PLY FROM ROOF TO FLOOR Sd06'o.c. 16d04'o.c. A33 CLIPS ROOF PLY. EDGE NAILING MONO TRUSSES PER PLAN TRUSS HANGER 2x10 LEDGER PER PLAN w/6-16d*16'o.c. EDGE NAILING CONT. PLY FROM ROOF TOI FLOOR 2X BLOCKING 2x STUDSe16'o.c. 2x LEDGER w/3-16d016'o.c. ad06'o.c. 16dg4'o.c. FLOOR PLY. FLOOR JOIST PER PLAN A33 CLIP016'o.c. 2x STUDS * 16'o.c. —1/1— U tf" LOW ROOF F A IING PERP. 83 3/4' = i'-0' ad 0 4'o.c. 16d 41 4'o.c. SHEATHING LOWER ROOF TRUSSES PER PLAN CONT. PLY FROM ROOF TO FLOOR 2x BLOCKING LOW ROOF FRAMING PARALLEL 3/4' = 1'-0' 0 e e ARWALL WALL (I)2x STUD ® HOLDOWN FLOOR PLYWOOD FLOOR JOISTS (PER PLAN) • SIMPSON 0516 STRAP TIE w/ (28) 8d NAILS °!� SHEARWALL PER PLAN (I) 2x STUD ® STRAP PLY. EDGE NAILING • • HOLDOWN STUDS, TYP. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 3 0 2013 City of Tukwila BUILDING DIVISION IVSD CITY OF TUKWILA AUG 0 7 2013 PERMIT CENTER REVISIONS Z O E 11111111- LO - '2 O 0 w w N z 0 1- 0 w 0 ui Q 16304 81st PI NE, Kenmore,WA 98028 Tel: (206) 355-4644, Fax: (206) 973-5339