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HomeMy WebLinkAboutPermit D10-355 - GEM CONSTRUCTION - LOT 3 - NEW HOUSEGEM CONSTRUCTION LOT 3 13932 51 AV S D1O-355 City ATukwila • Department of Community Development 6300 Southcentcr Boulevard, Suite #I00 Tukwila. Washington 98188 Phone: 206 -43 1 -3670 inspection Request Line: 206 -431 -2451 Web site: http: % /www.l'ukwila WA.Sov Parcel No.: 1670400028 kobiry) COMBINATION PERMIT - NEW SINGLE FAMILY Address: 13932 51 AV S TUKW Project Name: GEM CONSTRUCTION, LOT 3 Permit Number: Issue Date: Permit Expires On: D10-355 06/14/2011 03/06/2012 Owner: Name: GEM CONSTRUCTION INC Address: 21501 CONNELLS PRAIRIE RD E , BUCKLEY WA 98321 Contact Person: Name: MATT GRIMM Address: 21501 CONNELLS PR RD , BUCKLEY WA 98321 Email: GEM.CONSTRUCTION @COMCAST.NET Contractor: Name: GEM CONSTRUCTION INC Address: 21501 CONNELLS PRAIRIE RD E , BUCKLEY WA 98321 Contractor License No: GEMCOI *005MC Expiration Date: 05/10/2012 Phone: 206 - 931 -7274 Phone: 253 - 447 -4091 DESCRIPTION OF WORK: CONSTRUCT NEW 2106 SQ FT SINGLE FAMILY RESIDENCE WITH 420 SQ FT ATTACHED GARAGE AND 108 SQ FT DECK PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE INCLUDING LIMITED INFILTRATION, SANITARY SIDE SEWER, AND UNDERGROUNDING OF POWER. WATER DIST. 125 REVISION # 1 - NEW 2' WIDE TRENCH AND CONDUITS FOR SEATTLE CITY LIGHT POWER. PAVEMENT RESTORATION PER CITY STANDARDS. PAVEMENT MITIGATION FEE. STREET USE. Value of Construction: Type of Fire Protection: Type of Construction: Electrical Service Provided by: $256,300.80 SMOKE DE t'ECTORS Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Fees Collected: $11,423.02 International Residential Code Edition: 2009 Occupancy per IBC: 22 N Number: 0 Size (Inches): 0 N N Start Time: End Time: Y Volumes: Cut 10 c.y. Fill 10 c.y. N N Start Time: End Time: Y N Private: Public: Y Y Profit: N Non - Profit: N doc: IBC- SF7 /10 D10 -355 Printed: 10 -25 -2011 37: The City of Tukwila has an undergroun ordinance requiring the power, telecommuetions, and cable service lines be underground from the point of connection o e pole to the house. 38: Any material spilled onto any street shall be cleaned up immediately. 39: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 40: 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. 41: The Land Altering Permit Fee is based upon an estimated 10 cubic yards of cut and 10 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. 42: 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. 43: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV 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. 44: REVISION # 1 CONDI'T'ION - PRIOR TO PW FINAL OWNER/APPLICANT SHALL PAY A PAVEMENT MITIGATION FEE. FEE WILL BE BASED ON mac SF x $5.00 PER SF (7 - 10 YRS REMAINING LIFE) _ $xxx.xx. PUBLIC WORKS PROJECT INSPECTOR TO MAKE MEASUREMENT IN FIELD TO DETERMINE FINAL PAVEMENT MITIGATION FEE AMOUNT. 45: REVISION # 1 CONDITION - Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 46: REVISION # 1 CONDITION - A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 47: REVISION # 1 CONDITION - A bond in the amount of 150% x cost of work within the Public right -of -way made out to the City of Tukwila for possible property damages caused by activities. 48: REVISION # 1 CONDITION - PRIOR TO ISSUANCE OF REVSION # 1 APPLICANT SHALL SIGN WITH NOTARY A HOLD HARMLESS AGREEMENT FOR WORK WITHIN THE PUBLIC RIGHT -OF -WAY. 49: ** *FIRE DEPARTMENT CONDITIONS * ** 50: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 51: 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) 52: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 53: Maximum grade for all projects is 15 %. 54: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 55: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 56: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC- SF7 /10 D10 -355 Printed: 10 -25 -2011 • • Permit Center Authorized Signature:fC�.L�Q_ Date: /LI) / I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. /} I^ �4 /Vl Date: /OP' ) it Signature: J Print Name: (5.c\, This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: 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. 12: 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. 13: 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. 14: 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. doc: IBC- SF7/10 D10 -355 Printed: 10 -25 -2011 15: Water heaters shall be anchored or stra d to resist horizontal displacement due to ea ake motion. Strapping shall be at points within the upper one -third and r one -third of the water heater's vertical d' ion. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 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: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 18: 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. 19: ** *PLUMBING AND GAS PIPING * ** 20: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 21: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 22: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 23: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 24: 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. 25: 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. 26: 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. 27: 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. 28: 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. 29: 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. 30: 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. 31: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 32: 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. 33: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 34: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 35: Work affecting traffic flows shall be closely coordinated with the Public Works Project Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 36: Owner /Appicant shall pay entire amount of the King County Sewer Capacity Charge, prior to Public Works final for this Building Permit. Provide proof of payment to the City's Permit Center prior to the Public Work's final inspection approval. The 2011 King County Sewer capacity charge is $6,240.96. doc: IBC- SF7 /10 D10-355 Printed: 10 -25 -2011 Parcel No.: Address: Project Name: City ATukwila Department of Community Development 6300 Southcenter Boulevard, Suite 8100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 -431 -2451 Web site: http: / /www."I'ukwilaWA.gov COMBINATION PERMIT - NEW SINGLE FAMILY 1670400028 13932 51 AV S TUKW GEM CONSTRUCTION, LOT 3 Permit Number: D10 -355 Issue Date: Permit Expires On: 06/14/2011 12/11/2011 Owner: Name: Address: GEM CONSTRUCTION INC 21501 CONNELLS PRAIRIE RD E , BUCKLEY WA 98321 Contact Person: Name: Address: Email: MATT GRIMM 21501 CONNELLS PR RD , BUCKLEY WA 98321 G EM. C ONSTRUCTI ON@ C OMCAST. NET Contractor: Name: GEM CONSTRUCTION INC Address: 21501 CONNFLi S PRAIRIE RD E , BUCKLEY WA Contractor License No: GEMCOI *005MC 98321 Phone: 206- 931 -7274 Phone: 253- 447 -4091 Expiration Date: 05/10/2012 DESCRIPTION OF WORK: CONSTRUCT NEW 2106 SQ FT SINGLE FAMILY RESIDENCE W1TH 420 SQ FT ATTACHED GARAGE AND 108 SQ FT DECK PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE INCLUDING LIMITED INFILTRATION, SANITARY SIDE SEWER, AND UNDERGROUNDING OF POWER. WATER DIST. 125 Value of Construction: Type of Fire Protection: Type of Construction: Electrical Service Provided by: $256,300.80 SMOKE DETECTORS Fees Collected: $9,070.02 International Residential Code Edition: 2009 Occupancy per BC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N N N Y N N Y N Y N N N Number: 0 Start Time: Volumes: Cut 10 c.y. Start Time: Private: Profit: N Private: Size (Inches): 0 End Time: Fill 10 c.y. End Time: Public: Non - Profit: N Public: doc: IBC- SF7 /10 D10 -355 Printed: 06 -14 -2011 Permit Center Authorized Signature: • 41,01- Date: 11)-11-1-(1 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Atilt- (Nk rv\ Date: f 0 ` 1 I This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: 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. 12: 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. 13: 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. 14: 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. doc: IBC- SF7 /10 D10 -355 Printed: 06 -14 -2011 15: Water heaters shall be anchored or str d to resist horizontal displacement due to eart ake motion. Strapping shall be at points within the upper one -third and r one -third of the water heater's vertical dim n. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 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: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed 10 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. 19: ** *PLUMBING AND GAS PIPING * ** 20: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 21: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 22: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 23: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 24: 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. 25: 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. 26: 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. 27: 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. 28: 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. 29: 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. 30: 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. 31: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 32: 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. 33: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 34: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 35: Work affecting traffic flows shall be closely coordinated with the Public Works Project Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 36: Owner /Appicant shall pay entire amount of the King County Sewer Capacity Charge, prior to Public Works final for this Building Permit. Provide proof of payment to the City's Permit Center prior to the Public Work's final inspection approval. The 2011 King County Sewer capacity charge is $6,240.96. doc: IBC- SF7 /10 D10 -355 Printed: 06 -14 -2011 37: The City of Tukwila has an undergro ordinance requiring the power, telecommurions, and cable service lines be underground from the point of connection on the pole to the house. 38: Any material spilled onto any street shall be cleaned up immediately. 39: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 40: 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. 41: The Land Altering Permit Fee is based upon an estimated 10 cubic yards of cut and 10 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. 42: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV 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. 43: 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. 44: ** *FIRE DEPARTMENT CONDMONS * ** 45: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 46: 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) 47: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 48: Maximum grade for all projects is 15 %. 49: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 50: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 51: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC- SF7 /10 D10 -355 Printed: 06 -14 -2011 CITY OF TUKWILA COMMUNITY DEVELOPMENT DEPARTMENT PUBLIC WORKS DEPARTMENT PERMIT CENTER 6300 SOUTHCENTER BLVD., SUITE 100 TUKWILA, WA 98188 httc://www.ci.tukwila.wa.us PERMIT NO. 1) 10- 3SS' PROJECT NO. 1 EOS1 017 (FOR OFFICE USE ONLY) COMBINATION PERMIT APPLICATION — NEW SINGLE FAMILY APPLICATIONS AND PLANS MUST BE COMPLETE IN ORDER TO BE ACCEPTED FOR PLAN REVIEW. APPLICATIONS WILL NOT BE ACCEPTED THROUGH THE MAIL OR BY FAX. **PLEASE PRINT" 1 PROPERTY INFORMATION — SITE ADDRESS: 15 13 s-/ P-' S PROPERTY OWNERS NAME: MAILING ADDRESS: (Sb 1 iMt. (. ,mac 4.-Us r c KING CO ASSESSOR'S TAX NO.. l (Q2! `f 27 CITY STATE J CONTACT PERSON — WHO DO WE CONTACT WHEN THE PERMIT IS READY TO BE ISSUED — NAME: 1 - `LL"Ct (SiG ^Mr`s MAILING ADDRESS: 3a...41.-e_ DAY TELEPHONE 2O C1,3 f 7.27 y /' CITY STATE E -MAIL ADDRESS: e M . l re.A-ek. tQ(...ecclrCZj fit' FAX NUMBER: ?5 3 ZIP 1 GENERAL CONTRACTOR INFORMATION — • COMPANY NAME: ( 4N. C27.rL t01, MAILING ADDRESS: S d.- ti't CONTACT PERSON: 4-11, fait l!°- Cr‘ E -MAIL ADDRESS: _0..MP CONTRACTOR REGISTRATION NUMBER: 60P1[QI - COS. R'M C PROJECT INFORMATION CITY STATE ZIP DAY TELEPHONE: ...IC(: 431 /oil y FAX NUMBER: LILli EXPIRATION DATE: � 13 I - VALUATION OF PROJECT (CONTRACTORS BID PRICE): $ SCOPE OF WORK (PLEASE PROVIDE DETAILED INFORMATION): COV∎SACL .-c Z "11 ,. etiVh. how 1 DETAILED BUILDING INFORAATION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE BASEMENT T" FLOOR l +X, 21e' FLOOR is t� f , a GARAGE CARPORT 0 DECK — COVERED 0 UNCOVERED IIii `�( 8 TOTAL SQUARE FOOTAGE 11,2 1 SPRINKLERED BUILDING? ❑ YES 7` NO FIRE SUPPRESSION SYSTEM PROPOSED /REQUIRED? 0 YES H' Applications',Form - Applecauons On Line \2009 Appleceuons\d -2009 - Perm:[ Application - SFR Combination doc Revised bn NO Page 1 of 3 1 PUBLIC WORKS PERMIT INFORMATION. - SCOPE OF WORK (PLEASE PROVIDE DETAILED INFORMATION): CALL BEFORE YOU DIG: 1- 800.424 -5555 PLEASE REFER TO PUBLIC WORKS BULLETIN #1 FOR FEES AND ESTIMATE SHEET. W DI T ICT -. .. TUKWILA ❑ ...WATER DISTRICT #125 WATER AVAILABILITY PROVIDED SEWER DISTRICT [13.... TUKWILA ❑ ...VALLEY VIEW ❑ ... SEWER USE CERTIFICATE ❑ ...HIGHLINE ❑ ... RENTON ❑ ,.. RENTON ❑ . SEATTLE ❑ ... SEWER AVAILABILITY PROVIDED SEPTIC SYSTEM: ❑ ... ON-SITE SEPTIC SYSTEM — FOR ON -SITE SEPTIC SYSTEM, PROVIDE 2 COPIES OF A CURRENT SEPTIC DESIGN APPROVED BY KING COUNTY HEALTH DEPARTMENT. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): ❑ ... CIVIL PLANS (MAXIMUM PAPER SIZE — 22" X 34 ") ❑ ... TECHNICAL INFORMATION REPORT (STORM DRAINAGE) ❑ ... BOND ❑ ...INSURANCE ❑ ... EASEMENT(S) ❑ ...GEOTECHNICAL REPORT 0... TRAFFIC IMPACT ANALYSIS ❑ ... MAINTENANCE AGREEMENT(S) 0.. HOLD HARMLESS — (SAO) ❑ ... HOLD HARMLESS — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ ...RIGHT-OF-WAY USE - NONPROFIT FOR LESS THAN 72 HOURS ❑ ... RIGHT -OF -WAY USE - PROFIT FOR LESS THAN 72 HOURS ❑ ... RIGHT -OF -WAY USE - NO DISTURBANCE ❑ ,.. RIGHT -OF -WAY USE - POTENTIAL DISTURBANCE ❑ ... CONSTRUCTION /EXCAVATION /FILL - RIGHT -OF -WAY ❑ NON RIGHT -OF -WAY ❑ ❑ ...TOTAL CUT ❑ ,., TOTAL FILL CUBIC YARDS CUBIC YARDS ❑ ...WORK IN FLOOD ZONE ❑ .., STORM DRAINAGE ❑ ...SANITARY SIDE SEWER ❑ ...ABANDON SEPTIC TANK ❑ ... CAP OR REMOVE UTILITIES ❑ ...CURB CUT ❑ ... FRONTAGE IMPROVEMENTS ❑ ...PAVEMENT CUT ❑ ... TRAFFIC CONTROL ❑ ... LOOPED FIRE LINE ❑ ... BACKFLOW PREVENTION - FIRE PROTECTION IRRIGATION 11 DOMESTIC WATER ❑ ... PERMANENT WATER METER SIZE... " WO # ❑ ... TEMPORARY WATER METER SIZE .. WO # ❑ ...WATER ONLY METER SIZE " WO # ❑ .. SEWER MAIN EXTENSION PUBLIC ❑ PRIVATE ❑ ❑ ... WATER MAIN EXTENSION PUBLIC ❑ PRIVATE ❑ ❑ ... GREASE INTERCEPTOR ❑ ... CHANNELIZATION ❑ ...TRENCH EXCAVATION ❑ ... UTILITY UNDERGROUNDING ❑ ... DEDUCT WATER METER SIZE FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE FIRE LINE SIZE AT PROPERTY LINE ❑ ... WATER ❑ ... SEWER MONTHLY SERVICE BILLING TO: NAME: MAILING ADDRESS: WATER METER REFUND/BILLING: NAME: MAILING ADDRESS: NUMBER OF PUBLIC FIRE HYDRANT(S) ❑... SEWAGE TREATMENT DAY TELEPHONE: CITY STATE ZIP DAY TELEPHONE: CITY STATE ZIP H vlppltcattonsloma- Applications On Lnei2009 Application \4 -2009 - Permit Application • SFR Combmatton. doc Revised Page 2 of 3 EQUIPMENT AND FIXTURES — INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. VALUE OF MECHANICAL WORK MECHANICAL: $(47000 FUEL TYPE: ID ELECTRIC ` 9§ GAS FURNACE <100K BTU APPLIANCE VENT VENTILATION FAN CONNECTED TO SINGLE DUCT THERMOSTAT WOOD /GAS STOVE WATER HEATER (ELECTRIC) EMERGENCY GENERATOR PLUMBING: VALUE OF PLUMBING/GAS PIPING WORK $ l BATHTUB (OR BATH /SHOWER COMBO) 1 DISHWASHER 3 LAVATORY (BATHROOM SINK) WATER HEATER (GAS) OTHER MECHANICAL EQUIPMENT BIDET FLOOR DRAIN SINK LAWN SPRINKLER SYSTEM CLOTHES WASHER SHOWER WATER CLOSET GAS PIPING OUTLETS PERMIT APPLICATION NOTES — APPLICABLE TO ALL PERMITS IN THIS APPLICATION — VALUE OF CONSTRUCTION - IN ALL CASES, A VALUE OF CONSTRUCTION AMOUNT SHOULD BE ENTERED BY THE APPLICANT. THIS FIGURE WILL BE REVIEWED AND IS SUBJECT TO POSSIBLE REVISION BY THE PERMIT CENTER TO COMPLY WITH CURRENT FEE SCHEDULES. EXPIRATION OF PLAN REVIEW - APPLICATIONS FOR WHICH NO PERMIT IS ISSUED WITHIN 180 DAYS FOLLOWING THE DATE OF APPLICATION SHALL EXPIRE BY LIMITATION. I hereby certify that I have read and examined this application and know the same to be true under penalty of perjury by the laws of the State of Washington, and I am authorized to apply for this permit. PROPERTY OWNER OR AUTHORIZED AGENT: SIGNATURE: PRINT NAME: MAILING ADDRESS:,l 1:51) DATE: (0)-- / /0 DAY TELEPHONE: 6.0 R3 ( 7,% cof (4f-E 1E41/ CITY DATE APPLICATION ACCEPTED: l)_ ) 10 DATE APPLICATION EXPIRES: f [ I STAFF INITIALS: to( 111ApplicanonsWeints- Applmavons On line'.2000 Applicanons'•4 -2009 • Perrno Appl¢enon - SFR Combmannn doc Revised bh Page 3 of 3 • BULLETIN A2 • TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROTECT NAME (,Fyrk e,o,JS- t.ucT]o,J, 1-c5Ta PERMIT # (@ rr f. 51s� �.j If you do not provide contracto i s or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. lc -155 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water /Sewer /Surface Water Road /Parking /Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. 112 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 (B1-C +1)) S l U (4) $250 (1) 5. Enter total excavation volume ( 0 Enter total fill volume _ 0 Use the following table to estimate the grading Use the greater of the excavation and fill volum QUANTITY IN CUBIC YARDS Up to 50 CY 51 . -- 100 101 1,000 1,001 10,000 10,001 -- 100,000 cubic yards cubic yards plan review and permit fee. es. 100,001 - 200,000 200,001 or more RATE Free S23.50 $37.00 $49.25 $49.25 for 1 10,000 PI,US $24.50 for each additional 10,000 or fraction thereof $269.75 for- 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review and Permit Fees S (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH DERIVIIT APPLICATION (1 +4 +5) $ 3L0 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 Fotal Plan Review Fee. Approved 09.25.02 Last Revised 01.01 -11 1 L. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees i J 6. Permit Issuance /Inspection Fee (B +C +D) $ i 0 (6) 7. Pavement Mitigation Fee $ (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 pavement mitigation fee. Approx. Pavement Overlay and Remaining Years i Repair Rate (per SF of lane width) 20 -15 (100%) $10.00 15 -10 (75 %) S7.50 - - 10 -7 (50 %) $5.00 7 -5 (33 %) S3.30 5 -2 (25 %) $2.50 2-1 (10 %) $1.00 0 -1 S0.00 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS 50 or less 51 100 r 101 — 1,000 50 3 RATE $23.50 $37.00 S37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 10,001 -- 100,000 100,001 or more Approved 09.25.02 Last Revised 01.01.11 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. $325.00 for the 1st 10.000 CY plus $66.00 for each additional 10,000 or fraction thereof $919.00 for lst 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 2 (8) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTIIER 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 Al l Total A through E $ (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ $ $ B. C. D. E. F. G. H. I. Allentown Sewer (Ordinance 1777) Ryan I lill Watcr (Ordinance 1777) Allentown/Foster Pt Water (Ord 2177) Allentown /Foster Pt Sewer (Ord 2177) Special Connection ('TMC 'Title 14) Duwamish Transportation Mitigation Other Fees 22 7L Total A through I °LT � _ (10) (4 30v -fio 156 Pj,, VNpt -( Cie - ,��.� .) f_.. 7z DUF WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $_f719 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPEC"I'lON 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. Size (inches) 0.75 1 1.5 $2400 x,025 2 $2800 ' ' :,040 3 S4400 $96, _ 4 _ $7800 $150,125 6 S12500 , $300,250 WATER METER FEE Permanent and Water Only Meters Installation Cascade Water Alliance RCFC 01.01.2011 — 12.31.2011 $600 $6005 $1100 $15,0 0 Approved 09.25.02 Last Revised 01.01.11 Total Fee $6605 $16,112.50 $32,425 $50,840 $100,480 $157,925 $312,750 Temporary Meter 0.75" f $300 r_...__ 25 „__ _ } $1,500 3 City of Tukwila Department of Community Development 6300 Southcenter Roulevard, Suite #I00 Tukwila. Washington 98188 Phone: 206 -43 1 -3670 Fax: 206-431-3665 Web site: http: / /www.Tukwila WA.guv Parcel No.: 1670400028 Address: 13932 51 AV S TUKW Suite No: Applicant: GEM CONSTRUCTION, LOT 3 RECEIPT Permit Number: D10 -355 Status: ISSUED Applied Date: 12/30/2010 Issue Date: 06/14/2011 Receipt No.: R11 -02743 Initials: User ID: Payee: LAW 1632 MATTHEW GRIMM Payment Amount: $1,059.30 Payment Date: 12/15/2011 01:40 PM Balance: $0.00 TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA 1,059.30 Authorization No. 01532A ACCOUNT ITEM LIST: Description Account Code Current Pmts PW PAVEMENT MITIGATION 000.344.101 1,059.30 Total: $1,059.30 dnc: Receipt -06 Printed 12 -15 -2011 City of Tukwila Department of Community Development 6300 Southccnter Boulevard. Suite 4100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206 -431 -3665 Web site: http:11 ww.Tukwila WA.gov RECEIPT Parcel No.: 1670400028 Address: 13932 51 AV S TUKW Suite No: Applicant: GEM CONSTRUCTION, LOT 3 Receipt No.: R11 -02331 Initials: LAW User ID: 1632 Payee: GEM CONSTRUCTION INC TRANSACTION LIST: Type Method Payment Check Authorization No. ACCOUNT ITEM LIST: Description Permit Number: Status: Applied Date: Issue Date: D10 -355 ISSUED 12/30/2010 06/14/2011 Payment Amount: $2,250.00 Payment Date: 10/25/2011 11:06 AM Balance: $0.00 Dcscriptio Amount 5896 2,250.00 BONDS /DEPOSITS Account Code 000.239.100 Current Pmts Total: $2,250.00 2,250.00 doc: Receiot -06 Printed: 10 -25 -2011 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206-431-3665 Web site: http:'.'www.'I.ukwilaWA.gov Parcel No.: 1670400028 Address: 13932 51 AV S TUKW Suite No: Applicant: GEM CONSTRUCTION, LOT 3 RECEIPT Permit Number: D10-355 Status: ISSUED Applied Date: 12/30/2010 Issue Date: 06/14/2011 Receipt No.: R11 -02213 Initials: User ID: LAW 1632 Payee: GEM CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 03542C ACCOUNT ITEM LIST: Description PW ADDL PLAN REVIEW PW PERMIT /INSPECTTON FEE PW PLAN REVIEW 103.00 Payment Amount: $103.00 Payment Date: 10/10/2011 02:35 PM Balance: $0.00 Account Code Current Pmts 000.345.830 000.342.400 000.345.830 Total: $103.00 27.00 38.00 38.00 doc: Receiot -06 Printed: 10 -10 -2011 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 11100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206 -431 -3665 Web site: http: /!w vw.'l'ukwila WA.gov Parcel No.: 1670400028 Address: 13932 51 AV S TUKW Suite No: Applicant: GEM CONSTRUCTION, LOT 3 RECEIPT Permit Number: D10-355 Status: APPROVED Applied Date: 12/30/2010 Issue Date: Receipt No.: R11 -01199 Payment Amount: $7,271.37 Initials: WER Payment Date: 06/14/2011 02:29 PM User ID: 1655 Balance: $0.00 Payee: MATTHEW GRIMM TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA 7,271.37 Authorization No. 047523 ACCOUNT ITEM LIST: Description BUILDING - RES FIRE IMPACT FEES MECHANICAL - RES PARK IMPACT FEES PLUMBING RES PW BASE APPLICATION FEE PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES Account Code Current Pmts 000.322.100 90830402.5000.5304.XXXXX 000.322.102.00.00 90330109.5000.5301.XXXXX 000.322.103.00.00 000.322.100 000.342.400 000.342.400 000.345.830 640. 23'1. 114 104.367.120 Total: $7,271.37 2,767.15 922.00 189.00 1,426.00 252.00 250.00 23.50 70.00 '10.00 4.50 1,297.22 doc: Receipt -06 Printed 06 -14 -2011 • 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:' htqx/Iwww.ci.tukwilawa.us Parcel No.: 1670400027 Address: Suite No: Applicant: GEM CONSTRUCTION LOT 3 Receipt No.: R10 -02586 Initials: WER User ID: 1655 Payee: GEM CONSTRUCTION RECEIPT Permit Number: D10-355 Status: PENDING Applied Date: 12/30/2010 Issue Date: Payment Amount: $1,798.65 Payment Date: 12/30/2010 10:46 AM Balance: $3,212.65 TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. FINANCE ACCOUNT ITEM LIST: Description PLAN CHECK - RES 1,798.65 Account Code 000.345.830 Current Pmts Total: $1,798.65 tints- Rnrnint -fR :,798.65 City of Tukwila 6200 Southcenter Blvd, Tukwila, WA 1 Finance Department 1036401 -1 12/30/2010 BR1 T121 Thu Dec30,2010 10:50AM Trans #11 -12 11 $1798.65 DCDGEN - DCD Permits Plu - General Fund ID: GEM CONSTRUCTIONS LOT 3 Secondary ID: GEM CONSTRUCTION 12 $1798.65 DCDGEN - DCD Permits Plu - General Fund ID: GEM CONSTRUCTION LOT 2 Secondary ID: GEM CONSTRUCTION 2 ITEM(S): TOTAL: $3597.30 Visa PAID $3597.30 www.ci.tukwila.wa.us 206- 433 -1835 2b INSPECTION NO. INSPECTION RECORD Retain a copy with permit b -3e65 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: iIn 00k1c; l2 ?tO l i b Type of Inspection: F r MA (_ -- C30, bi ci Address: )3326lfUS Date Called: Special Instructions: Date Wanted:. la - 1 1 1 ao„ p.m. Requester: Phone No: v4, 3 t - 727V Approved per applicable codes. D Corrections required prior to approval. COMMENTS/:: / () /20411 , i .t.9 _2,v5 r V. j>>;9>d✓r't 1 //Jai/ <r /4. .Jr,. '73-' of ; - (2,9-21+-77 /#f .- /r;:tbf / Date: G T 1z -' 1�1 NSPECTION FEE REQ IRED. Prrior to next inspection, fee must be aid at 6300 Southcenter vd.. 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 (2„ (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 b3 .D1O -3s5 Project: c 0 s- if - fso,,,! Type of Inspection: 1- +,i.jwl - ?tit b }„aCi --6,tS Address: ! 3 3 2 's t At/ Date Called: Special Instructions: Date Wanted:. a.m. t2- -1C-t i <elfc Requester: Phone No: ..0C --c31 `72:71 EApproved per applicable codes. a Corrections required prior to approval. COMMENTS: Pe"/%1.1 ; ,.14d / °I• VI-77; R; r, SPECTION FEE REQU - ED. prior to next inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. /8 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. D ra -35'5 CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Project: 0ak3S-rR ?(0-crtr1/4) Type of Inspection: Type r= i1UAL — vv e 1, ,Aver.., Addr s: t 3`132 .5 1 rl v Date Called: Special Instructions: Date Wanted:. 1 2 -- I Co • r t a,m. c'P''1141 Requester: Phone No: 266 "' 3t - 727'-/ 53Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Pe/A-1/1 a. , f /f /e" SPECTION FEE REQ IRED. ior to next inspection, fee must be aid at 6300 Southcente lvd.. S ite 100. Call to schedule reinspection. INSPECTION NO, CITY OF' TUKWILA BUILDING DIVISION C 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit inspection Request Line (206) 431 -2451 INSPECTION RECORD Retain a copy with permit 00-35S PERMIT NO. Project: iii' Gc) (i" : Type Inspection: � *Kitt {.- Co AS P' p %'\�, Address: r st' Date Called: : r(.!f i t`� t I l{ , � Cl',,.., /i_...j , ..1 � {r'J 1 (r1 t'� Specia Instructions; Date Wanted: 12- — (r, / _ 1 / a.m. --" Requester: 1;f t \t +(Il(f IA, / 1\8,-1 ` No: Phone NeN 3 ( fl At Approved per applicable codes. irrections required prior to approval. `COMMENTS: ( : r(.!f i t`� t I l{ , � Cl',,.., /i_...j , ..1 � {r'J 1 (r1 t'� r, 1;f t \t +(Il(f IA, / 1\8,-1 ` At jt I ) f-,)/ , fli 1 ' f r t } A f) 4) , f\` ,fl Inspector: tg� REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION 0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 z (206) 431-367 Permit Inspection Request Line (206) 431-2451 o 3 SS Project: ,. . Type nspect' n: pi, Address: . k 1 32 5 I Ave_ Date Called: Speda1 Instructions: Date Wanted:11 - Co— I / •-"IIIT.11‘. Requester: Phone No: 9-11,-7 2_71 Approved per applicable codes 4Corrections required prior to approval. COMMENTS: (fr.: Alt (7)-1 Inspect° (7A-4/ Date' (el 7 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 D((.0 —355 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: (4)AJ`i , Type f Inspec ion: t- - , Al Ake (I. Add ress 3 (.L Date Called: Specia instructions: Date Wanted:. 12 -(0'1( ,�,.►� a.m. Requester: q Phone No: q '3 ( _1 2 049 2-*-1 �..� D AppFO d per applicable codes. Corrections required prior to approval. COMMENTS: ,�,.►� q �..� E/ � � -4.,+� ' _ ./� fJ1 /�. a / f%1� /�i"'�� f( {.9, j/ /�.1rt 64 p9 , -\ 5 (1 re i} 9 4'. a / / /,. Inspect a Date f 2- 4d (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 Tyo -355 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ,- (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Address: Special instructions: s Type of Insp�ect�ion; Date Called: Date Wanted: 5 "-7-43.1:0✓ p.m. Requester: PhrZ) -77 2 '7.1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: l 0 K - -c -2) /"J u ` - cut s (elf,) id 6t: .' 6, _so (YIuC 1 i o&e i n 4- I( A cto Ca t J J - ti R_Ar -- --) ''\.ta, (e — (P 4• t. u ., -G A Eck . 1 'Dam_ _ — 1 RE1NSPECTION 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 TION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 .DEC) -S Pro ct: ,1k Type,,ofii Inspe lion: sj 44 Ad1 dr ss 3 5 � ' A, IL. !N Date Call • criaotk ct� Special Instructions: - - (-10( f-,tf) ` L.,C i.... 1,,,.s iii A-N , Date Wanted: '' — / { p.m. it Requester: f ^f'r pJ, ati__ ` '1 Phone No: 2-� C, .. 31 ...r7 2,91 Apprroved per applicable codes. Corrections required prior to approval. COMMENTS: fit.... -" ppe - ..." ` r_ r. \ P t.AS 1-i i 3.� t ti.,) _fi...._ Ai a J AA (k/J LC, t( il Nve_TeR__ 1 u i I`. tAJL Li0 (-10( f-,tf) ` L.,C i.... 1,,,.s iii A-N , p S te J � .�. ei f ^f'r pJ, ati__ ` '1 linsp ctor: Daterg .f REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. All to sc INSPECTION RECORD Retain a copy with permit bl ct--. s 5 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 i, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: 6 41 CO, i.s7P2 ,) Type of Inspection: CO r3 / 1.1..�..Q1/ A06:4",f,u_s Address: /3932 5 /'lv S Date Called: Special Instructions: Date WWanted:. Ca ",2 5 —/ / CUM., p.m. Requester: Phone No: 0253 -931 _ 727V 'Approved per applicable codes. a Corrections required prior to approval. COMMENTS: SPECTION FEE REQUI'RED. Prior to text inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD t�- Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION -I 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 pc 0 —3 S5 Project: Cam- (AA f� i ST', Typepf Inspection ,r J A ., -A. 6 Address: t 3 't 3'- ' (.A- %-- Date Called: Special Instructions: o k Date Wanted:. :°_ ff a.m. Requester: Phone No: LamA^' D r V l f 4.+"r 4 ElApproved per applicable codes. a Corrections required prior to approval. COMMENTS: 41 o k ).S cl \ :°_ ---- r ... f� C' ,�; t :9 3-- e / ! 49, 5(os e ft, r-C . At _ -- / lA x( v" . r Inspec r: Date: 24— c/ • ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION O. INSPECTION RECORD Retain a copy with permit 31 o-.355 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 gn. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Prof je Typs of inspection: Address: t..-- J Date C6e6 (- -/--- ,S" „ Special Instructions: C 37% / / Date Wanted:. ¢ .m� ��' C� . .m. Requester: Phone No 2- c:0 93 i' <'72- )7 .{ Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Inspecto(: Date: - 1I REINSPECTION FEE REQUIRED. Prig 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 Q1 3- 355 PERMIT NO. CITY OF TUICWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 14— Project. rvi Type InspM: Address: — r — Date Called: Special Instructions: Instructions: Date Wantedv. a.m. Requester: Phone No: 'TO Co — q3 ( -.7.2:74 .4-1754epFoved per applicable codes. Corrections required prior to approval. COMMENTS: IDatt, EINSP CTION FEE RE !RED. Pri to next inspection. fee mult be 300 Southcenter B d., Suite 00. Call to schedule reinspectioh. INSPECTION RECORD Retain a copy with permit INSPEtTION 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 :3 f0- .3=s.> Project: J C� iv'�� Typ f Inspection: r(.r(,),..) 6 H 1 , l P6 A.,,,8 Addres .aF Date Called: Special Instructions: Date Wanted: . a.m. (7- ff Requester: Phone -1No: -0(0 5 3 i .,.... `-'72- '7'4 `''Approved per applicable codes. El Corrections required prior to approval. COMMENTS: nspect,L• DateP H -7— 1 PECTION FEE REQUI D. Prior to xt inspection, fee mu dt be t 6300 Southcenter Blvd Suite 100. all to schedule reinspection. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (2, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: (Frv\ Type of Inspection: I? ,a) )Gt4. -1---A-1 c AS Ad 3s; 3 . f-_ Date Called: Special Instructions: Date Wanted:. _/-/— a.m Requester: Ph7 "t746, ."f J l — l7.--1 41 -- Approved per applicable codes. a Corrections required prior to approval. Dat INSPECTION FEE REQ IRED. Prio o next inspection, fee must be id at 6300 Southcenter lvd., Suit 00. 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 Project:^ :-,.., Typ f Inspection: Address: 13i3Z. Sr- 'S( Date Called: pi pecial Instructions: IiV t �� e r e Je ur€... -@_— 4S ps' Date Wanted :, a.m. - Z'` p.m. Requester: Phong No: , _ c 3 ( ° t Z 741 Approved per applicable codes. Corrections required prior to approval. COMMENTS: J 4 t ( pi r-PS () C 3( D }--J e C7--e._ to _�� 2. - € s k (,k � - A- /'-` �� ,- . lit I' _..- (om, )`Z' (.r)f,. ,\ _P P g v S (- S 5 k J'e. l,v ^'\e r e .5 5 - (I 4 , ?c =: 6_5k p P. r,L;A ( O J ✓ ` �J r Insp tor: ri 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 NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 la. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 De -35.5 Project: £.fie �. C' _ . fT . Typpe of In ec ' n: -_ 1(0,3 fACAA1A. /1 Addr+ess_.} 57) 1 Y_ Date a I e it( ty Special Instructions: .tt s Date Wanted: / ” „spy. Requester: Phone N,o: -, e-O try_ 13t °274 LIApproved per applicable codes. QCorrections required prior to approval. COMMENTS: A jT �` A 1 A.9Qf JAk .tJ Ai s k. f_' + --- ---X 0 0 ;Jo- 6--dtukff '7, 3 .tt s t „se e % L (6 s Inspect r: Date ; 7 ( n 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 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: 6E-7, )-( -..._ Type of Inspection: M1 \ 1/4 r 9 . 1 A R t/g 1. \ Address: i 39 32- .V., .51 ilt4, S- Date Called: to A-44 sLkek? Special Instructions: P-3 , Date Wanted: p.m. Requester: Phone No: '2 0 :3 7U/ ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: M1 \ 1/4 r 9 . 1 A R t/g 1. \ , ad 1 e) (3 -"e74 X. 1-.27-0 -4. t( 0 P-3 , 0 , 17'4') JA 6 J C L ...) r o ,........_ --i- n,,,,tt i dt.„. - ‘A u 6 4 -1" : AN,c e-1— „.... ' i -, cri J.-4> S:;,) ,, ,...._Q., _itc..) A 7:124 .r C4,„ , L...)(..), \---) YI /..---ri) ---, (....,...f C----TA ( ( r 1Z- t ,,------‘ Insp ctor: CAA REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedute reinspection. INSPECTION RECORD: Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 vp__(206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro: Type of Insp ct n: Address: .r..:- i 3132_ t Ave Date Called: Special Instructions: 0 s ( ecz f- c._ Date Wanted: ....) - 5 ,--- •=-.1.4411.- - 0 P.m. Requester: Phor.....Noo:(0 31 - r-7 2.174 Approved per applicable codes. .Corrections required prior to approval. COMMENTS: t co p<0 Peof Date ( ( INSPECTION FEE R QUIRED. Prio to next inspection, fee must be id at'6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit IN5? CTION 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 Pro' Type of Ins ion: Address: 7 � � r t r_ Date Called: Special Instructions: Date Wanted: _ V ,,,_ a.m P.m. Requester: Phone N0o LO ! 3 , LJApproved per applicable codes. `Corrections required prior to approval. COMMENTS: tJ o p(--) f r e-t3 s\ c Date: — - it NSPECTION FEE RE UIRED. 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 1 PECTI. N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 y . (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 IQ 3 - Project: ( Fn'1 0 01.61 Q./ACTION) Type of Inspection: (�f2G2.10 t Ce Address: 1 g 3 2 '5 t ill) 6 Date Called: Special Instructions: .. Date Wanted: 7—.5 i 1 1ra.m) m. Requester: Phone No: ,all 67 -c 31 -°72 79 pproved per applicable codes. Corrections required prior to approval. COMMENTS: fo.f ttt (Zr-3.04- ,-. A f' .ts z,N -° ' * i� )S1A fili4szAL to„,4 Pis t(.1,te Date: INSPECTION FEE R QUIRED. Prior to ext inspection, fee must be id at 6300 Southcente Blvd.. Suite 100. all to schedule reinspection. INSPECTION RECORD Retain a copy with permit ( t� 3 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 14-i (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: cc--.4- r - 'Type S(r '-+c 1 :, �Q In ion: 0 C , -''l. Address: 1 3CI 3Z �. `~�t - Date Called: Special Instructions: 5 Date Wanted: l (p r a.m. ce"15 r-t Requester: Phone - 13 ('.` '.72,q4 F./ Approved per applicable codes. Corrections required prior to approval. COMMENTS: ►) f—t:c? , / c.7 LN! / , f9/04,0 1 /NW Date: ccL U FIN,SPECTION FEE REQUIRED. Prior b next inspection, fee must be at 6300 Southcenter Blvd., Suite 0. Call to schedule reinspection. rfr S�. fig 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 /0 -.3.1.5 ProjecttJ (�C riiJ� ° "at Type of In ection,;_ . /f GCS I't Ala.. Address: Date Called: Special Instructions: ea 1 J Yi?tl t1t (r 0 wt Pi , 0 ( --te) 1 ncr,c6 «., Date Wanted:. lc) P / CP:m Requester: Phone No: _ o 1 X73 1 -7,17 Corrections required prior to approval. COMMENTS: —F1;4^-le 4 i � T !ou {e 1 `% rah seeded "3"10{. (004re,A . c !+ -reAc e_ - P ✓efitt>1't Y)1; f .ree, & AJ'eI . o' 3.3.t s-C d ere- r;) -44-. 1, D T1 , 3� Peri lil p/A. vY1 -n+ cf pverrteivi ken- {- 'Cca_. Inspector: pc Date: t2-I1 t ri REINSPECTION FEE REQUIRED. Prior to next inspec ifn, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to sc ule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit Dia- 3 .J5 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 Inspection: (...nr) ari St - AA 3 SD i .15' 5 Address: Date Called: /3 /4;‘). .1 1 4ve /96 42 .31/ 1 Special Instructions: Date Wanted: qa. Request%,, I 1 100 a/11 f /Pit C4r101111 Phone No: 4906 9,31-7 7Y .. . Approved per applicable codes. required prior t pproval. COMMENTS: — 9 9e/r ,..7 . (A. , Approved per applicable codes. required prior t pproval. COMMENTS: — 9 9e/r ,..7 . (A. , Inspector: 05 Date: 6, (2,(1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Kw 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 orb -.ass Pro' ct6net Coyi i Larf 3 Type of Inspec o p rr ?cr +((e Net" Addr Si )�/�{�j /} V 7 V '_• Date Called•. y,r4;) -r pecia Instructions: E� 1 I .r Date Wanted: { j 1 i m. Requester: Ylel Elf/ mirk) Approved per applicable codes. ECorrections required prior to approval. COMMENTS: O Sp0N dfain( p rr ?cr +((e Net" 04-1 sfrifidtrd ) . ©K +o L c ;f ( • Inspector: n� Date: ( f If 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 NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: G e.,,,,, Cv,>,sf.�“-14,.c CL 0+ 3) Type of Inspection: f, .,e. f, 'v, 1 Address: /3932 s/ -4 Suite #: ' s. Contact Person: Special Instructions: Occupancy Type: 7a .3 5/ v et Pei- c 1.311 ,S /e.. Phone No.: HrApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: i%te)1gr ►S an 5i'11 -11 '3 Pre -Fire: /�e.se�/,-f iy,i, y,doi s C'( Occupancy Type: 7a .3 5/ v et Pei- c 1.311 ,S /e.. Y 4// *_ iflr5 v., 6 i i ::;-1 %; n,e. ale . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,C"triS3 Date: a -fell Hrs.: / 7/ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Word /Inspection Record Form.Doc 6/11/10 Zip: T.F.D. Form F.P. 113 2rojcct Name: City of Tukwila RESIDENTIAL HEATING AND VENTILATION COMPLIANCE FORM Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http://www.ci.tukwila.wa.us Prete entolr MECHANICAL PERMIT NO.: BUILDING PERMIT NO.: t 0 — 3SS- ;ite Address: ( 3i )C1: 'S ( ►'tt.. S (Complete Sections I and It for Group R Occupancies 4 Stories or- Less). H�VikWt t: WASHINGTON STATE ENERGY CODE HEATING DESIGN METHOD (select A, B or C below): G+oDe �O�Q�r a R'R A. ❑ System Analysis – W.S.E.C. Chapter 4 (submit documentation) 4 PrAn e C B. ❑ Component Performance Approach – W.S.E.C. Chapter 5 (submit documentation) C. ❑ Prescriptive Option – W.S.E.C. Chapter 6 (for prescriptive, complete the following calculation): House Square Footage (heated space): ,.,2,,10(0 r ` X 20 BTU/h Gj� �f Tukwila _ L13 t ia Maximum BTU of Heating SystemOutputN`'' ®rV1s ;®N ❑ Heating System Installed, (check system type below): 1. ❑ Electric Resistance 2. ❑ Electric (forced air) 3. S] Other Fuels (gas, heat pump) I. WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (select A or B below): A. ❑ Ventilation by Performance or Design Method - W.S.V.1.A.Q. Section 302 (submit documentation). B. 1 Prescriptive Ventilation Options - W.S.V.I.A.Q. Section 303 (select one of the following): 1. ❑ Ventilation using Exhaust Fans (Section 303.4.1.) ❑ Exception for outdoor air inlets – Forced air heating system w /interior doors undercut V2" 2. 5S Ventilation integrated with Forced Air System (Section 303.4.2.) 3. ❑ Ventilation using Supply Fan (Section 303.4.3.) 4. ❑ Ventilation using Heat Recovery System (Section 303.4.4.) ❑ Prescriptive Minimum/Maximum Outdoor Air Calculation specified in Table 3 -2 (see reverse side of form). 1. House Square Footage: 2. House Number of Bedrooms: 3. Required Outdoor Air Table 3 -2: Minimum - cfm Maximum - cfm Appicetiona1Forms- Applications On Linet2009 -08 Resdiential Heating and Ventilation Compliance doc rated. 7 -1 -2002 oised 8 -2009 Dio -ass RECEIVED DEC 3 0 2010 PERMITCENTER • a TABLE 3 -2 VENT�A4I'ION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES OR LESS Minimum and Maximum Ventilation Rates: Cubic Feet Per Minute (CFM) Floor Area, ft2 Bedrooms Maximum Length Feet 2 or less 3 4 5 6 7 8 70 Min Ma x Min Ma x Min Ma x Min Ma x Min Ma x Min Ma x Min Ma x <500 50 75 65 98 80 120 95 143 110 165 125 188 140 210 501 -1000 55 83 70 105 85 128 100 150 115 173 130 195 145 218 1001 -1500 60 90 75 113 90 135 105 158 120 180 135 203 150 225 1501 -2000 65 98 80 120 95 143 110 165 125 188 140 210 155 233 2001 -2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 2501 -3000 75 113 90 135 105 158 120 180 135 203 150 225 165 248 3001 -3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 3501 -4000 85 128 100 150 115 173 130 195 145 218 160 240 175 263 4001 -5000 95 143 110 165 125 188 140 210 155 233 170 255 185 278 5001 -6000 105 158 120 180 135 203 150 225 165 248 180 270 195 293 6001 -7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 7001 -8000 125 188 140 210 155 233 170 255 185 278 200 300 215 323 8001 -9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 >9000 145 218 160 240 175 263 190 • 285 205 308 220 330 235 353 *For residences that exceed 5 bedrooms, increase the minimum requirement listed for - bedrooms by an additional 15 CFM per ��� �� . The maximum CFM is equal to 1.5 times the minimum. TABLE 3 -3 PRESCRIPTIVE EXHAUST DUCT SIZLNG Fan Tested CFM @ 0.25" W.G. Minimum Flex Diameter Maximum Length Feet Minimum Smooth Diameter Maximum Length Feet Maximum Elbows' 50 4 inch 25 4 inch 70 3 50 5 inch 90 5 inch 100 3 50 6 inch No Limit 6 inch No Limit 3 80 4 inch' NA 4 inch 20 3 80 5 inch 15 5 inch 100 3 80 6 inch 90 6 inch No Limit 3 100 5 inch` NA 5 inch 50 3 100 6 inch 45 6 inch No Limit 3 125 6 inch 15 6 inch No Limit 3 125 7 inch 70 7 inch No Limit 3 1. For each additional elbow subtract 10 feet from length. 2. Flex ducts of this diameter are not permitted with fans of this size. \ppIicalionv,Forma- Appl•cations On Line12009 -08 Readiential Heating and Ventilation Cornpliance.doc wad' 7 -' -2002 ■,sod a -2009 419 • CITY OF TUKWILA -- BUILDING DIVISION Lot: Prescriptive Approach — Simple Form For the Washington State Energy Code (200 Climate Zone 1 ' VA% - Site Information 3 FILE COPY Address: I 3qt )Ck S 1 94' % S City: �v�7 i� c,� State: 1�1. Zip: q ,g t Contact: f� ;-Kt �-+1c` Phone: Pr-4-1 4 ? ( —)�7 Phone 2: 0,2S-- Lig ) Lt D4-1 Fax: ? 3 L( U( `) L /S-9 Building Department Table 6 -1 PRESCRIPTIVE REQUIREMENTS 0,1 FOR GROUP R -3 OCCUPANCY CLIMATE ZONE 1 Option Glazing % Area'''. /o of Floor Glazin. U- Factor s Door U- Factor Ceiling2 Vaulted Ceiling Wa1112 Above Grade Wall. int4 Below Grade Wall. ext4 Below Grade Floors Slabs on Grade Vertical �� Overhead I. 10% 0.32 0.58 0.20 R -38 R -30 R15 R -15 R -10 R -30 R -10 IL* . Unlimited Group R -3 and R -4 Occupancies Onl 0.35 0.35 0.58 0.20 R -38 R -30 :- • ! t -10 0.58 0.20 R -38 R -30 R -21 — - -_ R -21 — - R -10 R -30 R -10' ererences This project complies with the following: ✓ The project is a single family residence or duplex. f The project is wood frame OR all of the insulation is interior or exterior of the framing. All building components meet the requirements listed in Table 6 -1, Option IV.RECEIVED The project will meet all other provisions of the WSEC and VIAQ. The project will take advantage of the following exceptions to the prescriptive option: 602.6 Exception 1. Glazed Doors whose area and U- factor are included in glazir1ERMITCENTER calculations. Location of the door taking this exception ■ k Com ❑ 602.6 Exception 2. One door, that is 24 ft2 or less, unlabeled and exterior swinging may be used. n, Location of the door(s) taking this exception V i IN\ DEC 3 0 2010 Prescriptive - Simple - Form - Climate Zone tLO3S5 10/23/2007 MITCHELL ENGINEERING INC. rx-af cc 7821 - I68th Ave. N.E. Redmond_ WA 98052 ( 425) 747 150( ) Pais olpy LA-Ti L 1_04J y; J F- 2 - T -( w 1 .i ) 1 Ti 2 3 a 44414 VvA 1 14 �3g A> -al.:(GJs, )--1041.1 �� TS �. LATyr.r 4L 24z;p9 T6.c. /4 cAL-6,1 54kKr 47, 1/ J4 /z 4J - 15.1 F7i !.Lai = 2co•5YF era- tt K �. _ 44,4 344/ s 21� 21 �. V'AIJ - i32))2 744 1,,lesF = J � THESE CALCULATIONS ARE COpYRIGH1 ANT) MAY N BE COPIED WITHOUT THE WRITTEN PERMISSION OF MrTutal E3. INC. USE OFR CALCULATIONS IS LIMITED TO A SPECIFIC PROJECT FOR PERSONS NAM. % HEREON FOR TI4E CONSTRUCTION OF ONE BUILD:NU ANY OTHER USE OR REUSE IS STRICTLY PROMS.. Inn WITHOUT THE WRITTEN CONSENT FROM MITCHELL ENGINEERING. INC. OT PREPARED BYr-� 1-4 4. 1 C DATE ! ` /2! 1429 SIJI3JI:CT LAT . L RECEIVED DEC 3C2010 PERMIT CENTER o6SS G�.I �1�r��r► .6°13:1)1.11VCIlif!linf).-61-11-"4. CflisACt 1j� kWila LD� D/1/jSfo/1/ :47 r 4.r1 ‘-T 9E-A SHEET N().1 ()1: 3__ JOB NO. 0 `i `i . ` ? I! d 54. r -sue (J " A I ! '2.4 '...-/- ,/\1/1441..-/ �''( ' T i "� i �, � f �'r v`�� 1 1 i� '• • �% �� �' 1- A ,JGi' -1-7v Pio i-'� �J c � CL A 1 1 WAIL. F5-1 (0) Jkl-liv.-75 vi-161.+A 4471-104 k)10,)-1‘,,e4 GIFIJ145 . sly � � ,, f/ k! TiAZ- 1� 77 7 -� /r� s L, = / G x.k7 k-Tf31- �°� .�. 2? -52 i '/ sAr: AT ALL "II :j. /2 • J1- 1a.�,QT i 141 tT P "c4,. J f TTI 11-4- r4 • G Tv] U �oLGA►4 2 )2,,'cot. ITC4 5v2 T +L /4- 5Ih4,g_w/4 167v . /iJ rn- /t4- ��Q�� -I X64. Ak,c. 157,cI C 7,:1J 07-52) G 5l- 11.2776). Llfer ItigteE- 12. L4 7=1:A4- A 1.4.7 -711( -/'7 , � gOVF' /5,4i-411 5f-Lkot -) 9 7f (790a.7( -77 / r'a`h .(L1 5/0/) ry-04 `AVM p7 2 61-4-4e. A4// L/tells h7P, ad Lud C�t�S�y' r�7T -- l °I�U.l ?- 5 2 MITCHELL ENGINEERING INC 1— AI.;AL. /2.), \ 7 A 9*E.":, /7 LsJ '4.72 - ag ' ?4 t- 2 •5. .�. (.(25 - n,(I,:t(Im1. WA (4251747 :5(p. 1,) . I J .4i .. 11./I Ppi rA }J c,k.. 1 / i c..7rGd2,.r ..re:4,‘„) i...19.. ‘w_aqie•-)(1.4.-) 2.) ✓ ✓4,8 1() , %A L. A ? i �q c F ), S5-7 1. 5.,a to) el =0.54 a4 5 ' 0 °. 4. S iT L. Prhg _� : Cca I -F° - S ) S:. 1 Idil'- t 't *1" • 41)--1‘1 kVALL. F' 0,5 12 ) 711A) c L. . ��.d 1a. la� �-�¢ . Cc E FF.' . 5 ? }lt i, --4.1 I F ' 47T �' c-i�t - la= C� I JJ I i ..,,11,_ y'1 t-.,., 1/215.. .9 ' .sl ,j, 41 5 %T . -I -7 , ea 514i ;--.) ' 6 A5iat. 1.44.,4ixi. - 6- 1-A74. -7 r,' 74.115(4" 1,544a 5-11 I" .v4- 4-.'1 7. /) 0,21- �,Ie 4.' . /J;...'_ 24 'i1J D. A. . 1 I ?'/ 1, n / 4. 0, 1-1 v /1 (A 6.61: 12 -11 ) I.:,i(2- ��lA.), r' � � .H... �• I • f.r PREPARED RV ' F '- ' PRO.IFC r DAT1: 12-, •11 st 13Jl ( r 1nli NO 1( SHEET NO OF 9 t j2.! MITCHELL ENGINEERING INC. !4 4.t, 2atosir- 3 33-1.-. 11`114 15.'-• -Fr rear 910a4 /32 - rtt- C ke4- . -1j56 91 ,4 / 4,1-x '2 2 5fIEF 49-- -- f r�l C T�� i� r 15,614 C det. W & twaiz, 41 ► - t2-?1,.‘ 3 q c.o / �i = 2qcer -6. 4 11'2- - °1 ua4/ 6i's 21 eF- 6-4 26,054EF 7z2_, 241ia= 7(2.' - Ma) "1'2' = 1cat if f - i°t-cA 7621 - I (Xth Ave- N.E. Redmond. WA 98052 (4251 747 150(1 fri PREPARED BY DATE 21 1 2/ it, cl PROJECT SIIEET NO. `' OF SUBJECT JOB NO MITCHELL ENGINEERING INC. 7X21 l6 th Ave. N.E. Redmond, WA 98052 (425) 747.1501 1,c41.161,4*.: - 45.E / Iu; = 2 -6 -4- D- � � /,�- 41srt 3,42 413/2S: it F- PZ - 1/,Ek1 Et°-- (-0542. 6 ). L � - 455.›'4 + 2 gSU54421.5 i �� �-- 16 - �aS'k»— 324r /L,LI 2'31, -t- L' 4 3,121= i sLl�' /II.5j' It itfai �G I • �D I.�(� MI A , aa -T5 L, S 2:4 4. I41l'I 6-1.1s 12 1.'J 1172/. = 475 7 12624,7-- 276,12 415" 1 Orr l2 raP-41,1( 1A`41. 927,I2/ - 56.49 404. &cov P ©•42 P- 4- 4 7"/412,54,4172-= 3.4 s J•5, ./e7 4',4 '815 h 7V00 5 ;41tr -/- 52514 Al c ,1/2/2 . )4 S a Val = e2543'5 j 45 /45257/4. 172..‘.14 $ f /...;eIOC" .53: = 2.04 --5-//:,„4/6 PREPARED 13Y PROJECT SHEET NO. • OF DATE 2121 (7G1 SUBJECT JOB NO. '52/ SHEAR WALL SCHEDULE Shear Wall Designation Nail Size Nail Spacing ALLOWABLE SHEAR Hem -Fir #2 # /Ft Edges Studs Top /Btm. Plate Blocking Req'd. P1-6 8d 6" 12" 6" Yes 210 P1-4 8d 4" 11u 4" Yes 310 P1-3 8c1 3u 12" 3u Yes 400 P1-2 8d 2" 12" .7„ Yes S 1 5 P2 -3 8d 3" 1/" 3" Yes 800 P2 -2 8d 2" 12" 3" Yes 1050 Shear Wall Notes: 1. P1 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on one side of wall. P2 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on each side of wall. 2. For P1 -3, Pl -2, P2 -3, & P2 -2 shear walls use 3x studs at adjoining panel edges. Nailing shall be staggered per footnote (I) of 1.13 C. table 2306.4.1 3. Nails shall be 8d common. (d = .131 inch) 4 Where plywood is installed on both sides of wall plywood joints shall fall on separate studs each side. 5 All panel edges backed with 2 -inch nominal framing for P1 -6 & P1 -4 shear wall. All panels edges hacked with 3x framing at P1 -3, P1 -2, P2 -3, & P2 -2 shear walls. Install panels either horizontally or vertically. Space nails n 10 inches on center ( intermediate supports. 6 All anchor bolts shall he installed with hot dipped galvanized plate washers. 7. Refer to foundation plan for anchor bolt size, spacing and mudsill /rim connections. STRUCTURAL NOTES CODE: 2Q1 DESIGN 1S 1N ACCORDANCE WITIJ THE 2006 INTERNATIONAL BUILDING CODE (I.B.C.) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS: ROOF 25 PSF FLOOR 40 PSF DECKS 60 PSF LATERAL WIND EXPOSURE B, 85 MPH " (' t91 SEISMIC SITE CLASS "D" FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 2000 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1' -6" BELOW ADJACENT EXTERIOR FINISHED GRADE, CAST -IN -PLACE CONCRETE: F'c = 2,500 PSI @ 28 DAYS. MINIMUM 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6 -3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1 -1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER UNLESS NOTED OTHERWISE ON THE PLANS. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 12 INCHES OF EACH END OF TIIE SILL PLATE. HOT DIPPED GALVANIZED FASTENERS SHALL CONFORM WITH ASTM STANDARD 153 AND HOT DIPPED GALVANIZED CONNNECTORS SHOULD CONFORM TO ASTM A653, CLASS G -185. STAINLESS STEEL FASTENERS AND CONNECTORS SHOULD BE TYPE 304 OR 316. SIMPSON PRODUCT FINISHES CORRESPONDING TO THESE REQUIRMENTS ARE ZMAX(HOT DIPPED GALVANIZED) AND SST300 (STAINLESS STEEL). REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRS1. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM GRADE 40 FOR #5 AND SMALLER AND GRADE 60 FOR #6 AND LARGER. ALL REINFORCING BAR BENDS SHALL BE MADE COI..D, WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (1' -7" MINIMUM). CORNER BARS (2' -0" BEND) SMALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED. ON THE DRAWINGS REINFORCING STEEL SHALL HAVE TIM FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS #5 BAR AND SMALLER CONCRETE NOT EXPOSED TO EARTH OR WEATHER: #14 AND #18 BARS #11 BAR AND SMALLER SLAB -ON -GRADE (FROM TOP SURFACE) 3 INCHES 2 INCHES 1 -1/2 INCI IES 1 -1/2 INCHES 3/4 INCH 1 -1/2 INCHES STRUCTURAL TIMBER: ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW: 2X FLOOR JOIST 4X BEAMS 6X BEAMS COLUMNS LUMBER NOT NOTED HEM -FIR #2---------- - - - -Fb =850 PSI DOUG- FIR/LARCH #2- - - -Fb= 875 PSI DOUG - FIR/LARCH #2 - - - -Fc =875 PSI DOUG - FIR/LARCH #1- - - -Fb= 1000 PSI HEM -FIR #2 Fb =850 PSI MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A -307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH I.R.C. 602.3(1) AND R802.10 OR I.B.C. TABLE 2304.9.1 ALL BOLTS, WASHERS, NAILS, SCREWS, HANGERS AND FRAMING STRAPS THAT COME INTO CONTACT WITH ACQ TREATED LUMBER SHALL BE STAINLESS STEEL OR HOT - DIPPED GALVANIZED STEEL. FLOOR SHEATHING: SHEATHING SHALL BE 3/4 INCH TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 4 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. INSTALL PLYWOOD CLIP AT 48 INCHES ON CENTER. WALL SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 6 INCHES ON CENTER AND 10 INCIIES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLUED - LAMINATED TIMBER: LAMINATED TIMBER SHALL BE DOUGLAS - FIR/LARCH KILN DRIED. STRESS GRADE COMBINATION 24F -V4 (Fb =2400 PSI, Fv =-165 PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS BEAMS. A.I.T.C. CERTIFICATE OF CONFORMANCE REQUIRED. GLU -LAMS SHALL CONFORM TO A.I.T.C. STANDARDS 117. FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICATIONS TO THE ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. FLOOR FRAMING: PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS AT 6 INCHES ON CENTER. BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 DOUGLAS- FIR/LARCH #2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d NAILS AT 12 INCHES ON CENTER. PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2 -16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES WITH 2 -16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. FACE NAIL BOTTOM PLATE TO WITH 2 -16d NAILS. PRE - MANUFACTURED ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS - FIR/LARCH OR HEM -FIR. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. ALL TRUSS PLATES AND CONNECTORS SHALL BE I.C.B.O. APPROVED VERIFY MECHANICAL UNIT LOADS AND LOCATIONS WITH SUPPLIER AND FURNISH ADDITIONAL TRUSSES AS REQUIRED. SUBMIT TRUSS SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. SPECIAL CONDITIONS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. MITCHELL ENGINEERING INC. 782 1 - 168th Ave. N.E Redmond, WA 9805' 1425; 747.151)0 PRE:,p SATE 1 PROJECT . .4f SUBJECT SHEET NO. /5 OF JOB NO -5 2I MITCHELL ENGINEERING INC. - Ave N E ReJimond. WA 98O52 425) 74-.151y, 01,111. -T0r FE,4Tls- asp .. +, 0 a r..... a 0 de a ® 0 • of F (0 1. s 4 E'tf��1� 6P KALL 2„1 Ari e -Fa (-)-4144 , L Vv/ 4' 1- ve Fool > �1 .4h4e, iL3';a N,n 120► -i7"AL gt PREPARED BY 1� r PRQJECT SUBJECT -*" 111"p-ills DATE / 2/.1 SHEET NO. /C4: o JOB NO 9_52- s+ 'ILZS➢46k II I: vet hi•: 1.'IAi9a3flid t.GRUS..ViIVSaLAiB;Ww 457Q n2 3010581.. 6 12M /GRYantraM:RsaraN mfitriE::E9 MITCHEL', ENGINEERING INC, .rtsue Miger: ta, ws driZai x: ire tales as M> fillIE Da'c elliSlatUrd FEA,1 ;'I:: 14'9 • MITCHELL ENGINEERING INC. ic0,1@4neRe f ip FF4;--1 E WA L 52 '4_5 71 -;_;;i PREPARED riv /2 DATE V/ALL mite feA P- Tc.2 A4c1-1‘74. eo w 4 I 44 PR; �J F Cr SUBJECT SHEET NO OF �;�52/ :0:3 ) MITCHELL ENGINEERING INC. 10A11-Lwi 6.yof.L1 7321 - irthAvc.NE. Rodmcntl, 98.)52 i42.5. 747-5O() PREPARFP BY DATE 12 PRI )IEcr 41.1( SHEET NO3 OF ,01-52 MITCHELL ENGINEERING INC. NIESZIMBISP PREPAREI) BY DATE - i h sti: A•1e N.E. Re.:mt nd, WA 9() (4 25 7-r- 1.50C PROJECT SHEET NO. OF SUBJECT JOB NO G131:5-2/ MITCHELL ENGINEERING INC. PREPAREI) BY DATE 7821 - l h'ti: Ave N.F. Redr.it nd, w'.■ 08052 i425r 7-1- .15r;r, PROJECT SHEET NO. 2/ OF SUBJECT JC)B NO. C. -52 Men MITCHELL ENGINEERING INC. UNINEMEEIZINSEMISEIRENIZSMEMBZW PREPARE) BY DATE. 117kAaikLVI VIA L.L. Ti2 I - Ave. Rt:iinint! VA 0,8■2,52 (.4251 7.17 - I 50() F.21: 271 Vv)15/(-1. t4 743" I I/ PAI-j ALI Ai_16442;,, e PRO:EC"F (-7Eit-4 SUI3JEUT 11 SHEET NO 2_ oF s'fi —521 Al NO ICEIGIONESIMEMENERIBEMS MITCHELL ENGINEERING INC. PREPARED 13Y I ).V1-1.. ef-491f4C-• f: R„...111-041(. WA 5. P121!:Er'l ) MITCHELL ENGINEERING INC. ISEEMEMESZNEGILIBEDOMIESW pRlipARI'D DATF tLvci e L'- 1R I )JECT zr-71A-/ SHEET :r 24 OF o -52/ 1()11 N( MITCHELL ENGINEERING INC. - 168th Ave. N WA (i:)C15: 1-125;7.F-150. 411 PRF.P•RFI) BY PR().-H-r DAT1.. L-714,i1 1175^ N(: 52/ it )Ii N - MITCHELL ENGINEERING INC. PREPARED BY e:Je 4'' `; E Ritdm )ai{, W-: \) i)52 (4251747-1500 41' PROJECT SHEET NO. OF DATE /2/21/ 4.)1 SUBJFC :' JC)B N 5-2! rvorcHELL ENGINEERING INC. PREPARZ) BY /27; DATE - N E R111. '4:5 -S';. -** Slil:FT NO _2 7 OF J )1 N( MITCHELL ENGINEERING INC, Al pRFI'Ai:1:1.1 '/-1 • •• i,.; Ls.; L. WA • -:25. 717 . . F St 13!:_?..-1 II /4 sr 2° __All ; c4-52/ JI MITCHELL ENGINEERING INC � ( 47 � Sv . A 1r•% .br'i:l N R...rr,Ccc. WA 9S: 04 um, iVALL PREPARED BY PRO. CT`'�` /4-1 ST 73.1FCT Nei; 2'1 OF JOB No c1 -s2/ M ICHELL ENGINEERING INC T1. Mac; - Ave N.E. R,!drl•)nd, WA ` . =,05 . :425. 747 150:. 2 ! 12.3'c' 12.3'c' OF 3C° PREPARED BY PROJECT S -IFE NO /2/21 r �— J DATE SUBJECT JOB NO SHORT -.PLAT NO. L06 -006 CITYioF TUKWILA, WASHINGTON PORTION OF SW 1/4 of SW 1/4, S. 14 T. 23 N., R. 04 E., W.M. RECORDING NO DEDIt.ATION ...KNOW ALL MEN (jY THESE PRESENT, THAT. W E, THE UNDERSIGNED, - * OWNER(S) IN FEE SIMPLE OPYHE LAND HER *4.0ESCREED DO HEREBY MAKE A SHORT SUBDIVISIDI4 THEREOF-PURSUANT TO RCW ..58 17 08(1.A80 ACKNOWLEDGE THAT SAID SUBDIVISION SHAIJ. NOT BE FURTHER DMDED IN 8815 ■ANRER WITHIN A PERIOD OF FIVE 'YEARS, FROM DATE OF RECORD. WITHOUT THE EKING_0F A FINAL PLAT. THE UNDERSIGNED THE LJNDERESIGMED FURTHER DECLARE THIS SHGNT PLAT TO BE THE .GRARNIC•REPRESENTA1iON OF THE SAID SHORT'SUBDIVISION AND:: THE SAME IS MADE WITH THE FREE CONSENTAND IN ACCORDANICE. WITH THE DESIRE Li THE OWNER(S). IN WITNESS WHEREI;TFSME HAVE SET OURHANDS AND SEALS. FRED L. BESS EXISTING LEGAL DESCRIPTION • 1 RE PER ORDER NC. 205102544 551:10 BY SILWAR' T'LF CLARAN-Y COMPANY UAI °D DECEMBER 29, 2005. LOT 3, BLOCK 1, COLECROV•'S ACRE - RACTS, ACCORDING 10 1114 PLAT T1EREO= RECORDED 11 VO_JMI '1 OF P. ATE, PAGE 85, RECORDS OF K.110 COUNTY. WASI-0NC'ON EXCE.11"THAT POR1ON THEREOF CONVEYED TO K.140 COLA -Y FOR ROAD PURPOSES BY DEED RECOR^4D•E,tf04D..RE.CORINNG N3. 61.3,486, R =CORD$ CF SING C(X•N''Y, WASHINGTON; 'ANC L,XGFI T11-:FAST.:64 F?`_T THEREQC, 'T. Pe �nl[° NEW LEGAL DESCRIPTIONS NEW LOT 1 10 8LOCK. 1, C PL A- THER 5 RO TRACTS, ACCORD NG TG T-17 1 11 OF PLATS, PAGE 5^ ,V4:1 ,TON 1(INFr Cb N . 'k !� • `• rAi. ur 4t-lo aaoz5 DATE LESLIE A. BUI1ER ff-- ON BE OF FtMpNTIER BANK i STATE OF WASHINGTON COUNTY OF KING PATE REFERENCES I!<?n •// Ie • COLEGRCVE'S.ACRE TRAG -S, VOL. 1' at PL.AT5.P0. 85. RE:NORDS DATE KING COUNTY, WASHINGTON. - -. POR :TON T- IEREOF CONVEYED TO KING COUNTY FOR R. - . PURPOSES BY DEED RECORDED UNDER,,3 RDING NC. 613586, RECORDS 0E KING COJNT EXCEP - 4 FEET THEREOF; ' %•�''��• IWO EXCEPT 'HAT PORTIIN 7J_xN(PRVO$liH OF THE FOLLONING OESCREEC LINE: 1,..,1.,r•,!'"' . ,,,•E1•GNG AT THE SOJT'IWESI CORNER THEREOF; HEN% ALONG THE NEST UNE -HEREOF'. NORSE 00::E' "9" FAST 6300 1EE -; IHENCE CON TNUINC ALONG THE WEST IINF THERE011, NDT-H 01'33'52° EAST 12.37 FE" O 1HF TRUE HOI■T OF BEG-NNING; •� '•,.(HENCE SOUTH 88'49'05" EAST 192.85 FEET TO A POINT ON THE 0l.••'NEST LINE CF THE EAST 6• FEE. OF SAID 101 3 1.Y1(43 NORTH 0'.'37'30' EAST 74.95 •161 FROM / TI87 INTERSECTION OF SAID NEST IINE,1414•THE<•SOUT• LINE OF 54)0 111'. .3"455 11-E END OF 5155 pmt DESCRPT10N :-. -. •_ NEW LCT,. THAT "PORTION:•:o1 LOT 3; BLOCK :1•; :COIEGRDWE'S ACRE TRACTS, ACCORDING 1ti1H` PI /LT THERE& RE6 84DED IN VOI UMF 11 OF PF•ATS. PAGE 852 AEC ?DS O,1 /RING CQUN'Y, WASHINCTCI, ON THIS DAY OF PERSONALLY APPEARED BEFORE ME " ,TOME KNOWN TO BE INDIVIDUAL WHO EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT THEY SIGNED THE SAME AS THEIR VOLUNTARY AC' MD DEED FOR THE USES AND PURPOSES MENTIONED THEREIN:., GIVEN UNDER MY HANO AND OFFICIAL SEAL THI$ -.r_ ':_ [kV OE 20' SIGNATURE. ^e' NAME OF COMMISSIONED D'- TITLE. MY COMI IISSION EXPIRES STATE OF WASHINGTON'. COUNTY OF KING ON THIS DAY PER 0NALLY APPEARED BEFORE ME , 10 ME KNOWN:TQ Jtg INDIVIDUAL WHO. EXECUTED 1 HE FORE GOING INSTRUMENT ANDACKNOWL =OGEC THAT 18E5 SIGNED THE SAME AS THEN VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES MENTIONED THEREIN. GIVEN �}�N�� MY HAND AND OFFICIAL. SEAL THIS %.J DAY OF !l4%SJt= —. 20A", ..... __. 14r, > Dail BASIS OF BEARING' • • • • BASIS O1 MARINE,' NORTH 01'33'52" FAST ALONG:34 M040.11N ED EXCEPT ;NAT DORTION T8-8460F CONr55EC T�''NG COOK 51' FOR CI-N IER1.INF 0= 5-5T AVENJF 50JTA (WEST L NE OF THE SOUTHWEST ROAg•JURP0SES By DLO' RECORDED UNDEB`RECOROING NO. 1/1 OF SECTON '.1) 3ETNESN 5OLU5 13911 STREET AND SO .:4.-1 613586, RECORDS OF KING COUNTY, WASH'Ma.N, 14418- ST R; }T AS MEASURED CONV'.NTICN.At. 5 THIS SURVEY AND• , REFERE \CEO TO NAD83 BASED ON ST ATC OBSERVATIONS "P.OM 465 (438< RARTI1JLARL, °. CES((RINf7) AS FQUAW6...,.,, ' f.ORS 5TA'ION "7571 ". -' 1E NEST 100 LSE] DI TH1 ABOVE DESCRIBED PARCEL; SIGNATURE. NAME OF jMI b Nl'/ l}.I.t COMMISSIONED . LL G TITLE: A/0,f- ANN MY COMMISSION'S N �� EXPIRES: CERTIFY THAT i KNOW OR HAVE SATISFACTORY EVIOENCE THAT SIGNED THIS DEDICATION AND ON OATH STATED THAT (HE15HE) WAS AUTHORIZED TO EXECUTE THE ISTRUMENT AND ACKNOWLEDGED IT AS THE OF TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONEO IN THE INSTRUMENT. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF SIGNATURE. NAME OF COMMISSIONED. TITLE, MY COMMISSION EXPIRES- ,:CERTIFICATE OF CONFORMANCE 1:( S. SURVEY WAS PERFORMED WITH A TOPCCN GTS 21' -0 fl =CT.RON'C TFEODOL!TE'READMG DIRECI TO 5 SECONDS OF ARC AND MEASURNG_ J'STANCE •.1:(31 -(2PPM X U)) MM. NOS BASELINE COMP ARCU` NOVEMBER, 20E0S. 111',S SURVEY MEETS THE MIN11.400.I F.TA)ARDS SET.''ORITI IN WAC 332 - 130 EXCEPT THAT POR110N'e iNG S13 TH OF PT ou 08A5G DESCR17E0 IINF• .• - ... COMMENCING AT TILL SOUTH* ST CORNER +F 0081; THENCE AL0140 11I5 WEST LIVE THEREOF, NOR14 }DC'38'19.. EAST.. 63.00 FEET; IFIENGE CONTINUING ALONG THE W=S1 LINO 'I!CREO";:NCRTF :.. 01'33'52" EAST 12.37 FEET TO TF14 TRUE POINT 0= 3EGINNiNGi- THENCE SOUTH 88'49'05" EAST 192.85 FELT TO A POINT ON THE, -. WEST LINE OF 'HE LAST 64 1 EET OF SAID LOT 3 LYING NOR Pi 01'37'30" SST /4.95 IEEI FROM THE INTERSECTON OF SAIf) NT5T UNE M14 '8-1 SOUTH UNE OF SAID 101 3 AVC SHE ENO OF THIS UNE CESCRIF RON �L /•. AND EASEMENT .._DI 3 BLOCK 1 COLEGROVE'S ACRE TRACTS, ACCORD:NC TO THE 'ACCES'S AtND U tL- ITIES ElASEMENT :: "RECORDS OF KING ^COUNTYNWASR NORM PLA7S, PAGE. B5, THE ACCESS AND US1LIPES 'E4 8FNT.: /;S DE_!NEATEO ON SHEET r _XCFPT' T1-AT ?O1t1ION THEREOF CONVEYED TO KING COUNT7 FOR TWO OF TWO, IS HEREBY DEDICA'EU• UPON:RECOI4DING :DT THIS .: ROAD'PURPOSE R. B5 DEED .RECORDCD UNDER RECORDING NC. SHORT PEA- TO SERV6':TOTS 2 AND 3 DELINEATED ON THE FACE 613586, RECORDS OE:%(IhC COU NTY, WASHINGTON; OF "H8- SAME. MAIN'Et,ANCE OF SAID ACCESS AHD' UHL Rk ti' .: 745EMEN' SHALL 111 54 •487(1IE' UAH:_Y•BY THOSF'.PARTIES WHO AND EXCCJ?T THE. SAS- 6L 8-%=;5 51111REOF::. 88 HF.NCFI°CD ('5 SAID EASEMENT AND THE R65PONSIBILI I;' CF M4tCH SHALL RUN WI-11 'HE LAND AND SHALL BE BINDING 09, Ali,' AND EXCCPI 1,4 WEST 140 „E��T 1':IE160=; 888511 -S HAVING OR ACQUIRING ANY RIGHT, TITLE, OR - NTFREST IN - '4E LXN1,11P90RIBN�"HEREIN OR-RAIW 1AF444 -J• "'4"!"� AN] cXCLPI 11AT POR'ION YIN” SOUTH 0E THE FO;1 CYANG Ir-', #-- t "8 "'"`" -Ire r![ �......�j y ,,R D: SCRI)CO.LNC :1. g� ' .•.: 00MMENCING .41 .1H: 1100'1 JEST CORNER THEREOF; R; CODE COMPLI A C =. 6HCNCEECONYNUII4i AI(i}J(1 8-11 Ytl1STOLINE HERECF3ii0R15-1 /�=! � 01'33'52" EAST 12.37:1E17 TC THE TRUE „POINT 01 BEGF8NING; v aT. THENCE SCLH 88'49'05-.E,A5':‘ 19285 F?tl 0 A •FCINT ON 1H •-. NE5: LINE OF TER FAST 64 'EFT OF 155110 LOT 3 1 NHs NOR78-;' 01'37'30" CAS. 74.95 =8-F" FROM T +'_- .1-OF SAID AES- IINF MTH THE 50618 '_NC OF SAID _01'3.A,ND T10:CND OF NIS LINE DESCRIPTION. . uuty of Tukwila BUILDING DIVISION VOL PAGE ?/►76, SURVEYOR'S CERTIFICATE 1, KEVIN J. WALKER, PL5 , REGISTERED AS A LAND SURVEYOR BY THE STATE OF WASHINGTON. CERTIFY THAT THIS PLAT IS BASED ON AN ACTUAL SURVEY OF THE LAND DESCRIBED HEREIN. CONDUCTED BY LIE 014 UNDER MY SUPERVISION; THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN THEREON CORRECTLY: AND THAT MONUMENTS DRIER THAN THOSE MONUMENTS APPROVED FOR SETTING AT A LATER DATE, HAVE BEEN SET AND LOT CORNERS STAKED ON THE GROUND AS DEPICTED ONTHE PLAT COUNTY TREASURER'S CERTIFICATE I CENTIFY THAT ALL PROPERTY TAXES ME PAID AND THAT A DEPOSIT HAS BEEN MADE W SUFFICIENT AMOUNT TO PAY THE TAXES FOR THE FOLLOWING YEAR THAT THERE 4411 NO OEL1NQUENT SPECIAL ASSESSM S CERTIFIED TO 1,lS OFFICE FOR COLLECTION: AND T T ALL SPECIAL SSMENTS ON ANY OF THE PROPERTY HEREIN TED ASSTNEEIS ALLEYS OR FOR °THEN PUBLIC USE ARE PAID N PULL. THIS DAYS / \! LO .jj/ \ DEPUTY KING COUNTyYREASUREIN, KING COUNTY ASSESSOR COUNTY ASSESSOR'S APPROVAL EXAM_ E0f AND APPROV�EDt/ �BY��THE DEPARTMENT OF ASSESSMENTS THIS;v.3H, ._ DAY OF 9 - 200yi_ 'DEPUT TY ASSESSOR REC IVED 1(188. COUNTY ASSESSOR OEC 3 0 2010 TUKWILA SHORT SUBDIVIS� B COMMITTEE APPROVAL REVIEWED AND APPROVED BY THE SHORT SUBDIVISION COMM EE AND HE I' CERTIFIED THIS YOF /�4_ 2044 CHAIR 541055 SUBDIVIS RECORDING CERTIFICATE RECEIVED ASHINGTON TVORKS VII If, » pUg�. DIRECTOR, KING COUNTY PARTMENYOF RE -CORDS AND ELECTIONS DU N CAN S ON• CIVIL ENGINEERING - SURVEYING - LAND 41A 81818 1 'SS8S ,1•,;n; &.75.xas, , SO. OWN_ BY JMBIDATE O1it8/2006 JOB NO. 055)0 CHK0 BY KJw I S6^` E N!A SHEET 1 OF 2 p10- 35S 9ESS,PROPERTY SHORT SUBDIVISION MAP it El -' CITY OF TUKWILA rIAr 2 2011 Exhibit A CORRECTIO PERMITCENTER LTR# King County Water District Number 125 ���a WATER disc 'JOT NO. 12b. ErkNG COUi 'ry` Date: /cPC/0F Meter Size: 5/8 Street Address:'W 51s+ ave. Meter Charges _ .42 j -CO Other Maws $cPi 000.00 & IC $ '7 t 3 . 08 Received With Application: �' 7$.ap a(e,) -j9 .j 5i5SD.aa city o }:_ kw; /Q.. Lot: Block: Q_ Addition: Name of Owner: F- B,QSS Send Bills To: / a ii /8‘541 / j No units: Location of Meter: f� t hQ � %- `7 n g )33 / / 1 4 n lio & °lo3 - /63,4 Fx{ �I) T f /Ir DIG COUNTY WATER DISTRICT NO. 125 Seattle, Washington he undersigned, hereinafter called the applicant, hereby makes application for water service from KING COUNTY WATER DISTRICT NO. 125, ereinafter called the District, and in consideration that the said District install the service applied for and furnish water, the applicant agrees to pay T the same at the rate and in the manner as provided or to be hereafter provided and to abide by such other rules and regulations as may be made r resolution of the Board of Water Conunissioners of said District, and the applicant further agrees that the Water District hereby reserve's the right charge and collect such rates and enforce such penalties as may be provided by resolution of the said Board and to temporarily discontinue the service any time without notice, and it is further agreed that in case the supply of water shall be interrupted or fail by reason of accident or any other cause hatsoever, the District shall not be liable for damages for such interruption or failure nor shall such failures or interruptions for an ` asonable period time be held to constitute a breach of contract on the part of the District or in any way relieve the applicant from performing . e obligations of this ntract, and the District, in consideration that the applicant pay the charges and the rates and abide by the rul - - : d regul : ors as herein set forth, Rees to install the service and furnish water to the premises herein described according to the terms and . • .. 'bons • -. f. PLACE A STAKE WHERE , ER • BE LOCATED. Accepted: ��L Ply gcs f Owner By: Agent/Bulkier / 2- 7-2., JO, I J-1X 5tn,.� 4/o / Address 2/-66 ' e/-re" /, Telephone plicauon Accepted .s cg day o f� 4.-DALl PLACATION WATER DISTRICT NO. 125 a_ By. kthAOL.- J(/jr/�� CVVIBILL- NO. 004477 SHORT-PLAT NO. L06 -006 PORTION OF SW 1/4 of SW 1/4, S. 14 T. 23 N., R. 04 E., W.M. RECORDING NO. VOL/PAGE /7 (o I • f= CITY -OF TUKWILA, WASHINGTON DEDICATION EXISTING LEGAL DESCRIPTION NEW LEGAL DESCRIPTIONS SURVEYOR'S CERTIFICATE J. WALKER, PLS THE „KNOW ALL MEN BY THESE PRBSENT, THAT:WE. THE UNDERSIGNED, - • OWNER(S) IN FEE SIMPLE 091tHE LAND HEREIN:DESCRIBED DO ." HEREBY MALE A SHORT SUBDIVISIQN THEREOF PURSUANT TO RCW •-,59 17 08Q.AND ACKNOWL,OGE THAT SAID SLIKE WISION SHAI9. NOT BE FURTHER DIVIDED IN(WY MANNER WITHIN A PERIOD OF FIVE VEARS, FROM DATE OF REt.PFtD, WITHOUT THE ELLINOOF A FINAL PLAT: THE UNDERSIGNED .,. '• . -- '- THE UNDERSIGNED FURTHER DECLARE THIS SH(Y2T PLAT TO_BE THE - ,GRAPfj1C4EPRESENTATION OF THESAID SHOR -RSUBONIBItiN AND ::• " THE SAME IS MADE WITH THE FREE CONSENT -AND IN ACCORDANCE WITH THE DESIRE QI' THE OWNER(S). IN WITNESS WHERE -E HAVE SET OURHANDS ANO 5EA4G. ` �- '_' / ✓.' ^- ' TITLE PER ORDER NO. 205102544 ISSUED BY STEWART TITLE NEW LOT 1 I , KEVIN , REGISTERED AS A LAND SURVEYOR BY STATE OF WASHINGTON, CERTIFY THAT THIS PLAT IS BASED ON AN ACTUAL SURVEY OF THE LAND DESCRIBED HEREIN, CONDUCTED BY ME OR UNDER MY SUPERVISION: THAT THE DISTANCES. COURSES AND ANGLES ARE SHOWN THEREON K RRECTLY: AND THAT MONUMENTS OTHER THAN THOSE MONUMENTS APPROVED FOR SETTING AT LATER DATE, HAVE BEEN SET AND LOT CORNERS STAKED ON THE GROUND AS DEPICTED ON THE PUT. COUNTY TREASURER'S CERTIFICATE GUARANTY COMPANY DATED DECEMBER 29, 2005. LOT 3, BLOCK 1, COLEGROVE•S ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 85, LOT 3. BLOCK 1, COLEGROVE'S ACRE TRACTS, ACCORDING TO THE RECORDS OF KING COUNTY, WASHINGTON PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 85, RECORDS OF KING COUNTY, WASHINGTON EXCEPT THAT PORTION THEREOF CONVEYED TO KING COUNTY FOR -- ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. .EXCEPT THAT PORTION THEREOF CONVEYED TO KING COUNTY FOR 613586, RECORDS OF KING COUNTY, WASHINGTON; ROAD PURPOSES BY DEED RECORDED•WIDER-- RECORDING NO. 613586, RECORDS OF KING COUN'h', WASHINGRTIN; AND EXCEPT THE EAST 64 FEET THEREOF; AND EXCEPT THE :EAST :64 FEET THEREOF,.�;'�• AND EXCEPT THAT PORTION LYING NORTH OF THE FOLLOWNG DESCRIBED LINE: pair' Counl?Y '' Ti1it VT' .IL'7'04.000 ;£OMMENCING AT THE SOUTHWEST CORNER THEREOF; ..�:. -- -. -: THEN% ALONG THE WEST LINE THEREOF, NORTH 00'38'19" EAST : - :T == 63.O S FEET; • :.. THENCE CONTINUING ALONG THE WEST LINE THEREOF, NORTH REFERENCES . - _ .. 01.33.52 EAST 1237 FEET TO THE TRUE POINT OF BEGINNING; • I CERTIFY THAT ALL PROPERTY TAXES ARE PAID AND THAT A DEPOSIT HAS : EN MADE IN SUFFICIENT AMOUNT TO PAY THE TAXES FOR THE FOLLO 5 WEAR: THAT THERE ARE NO DELINQUENT SPECIAL ASSESSM • TS CERTIFIED TO .IS OFFICE FOR COLLECTION; ANDT TALL SPECIAL ESSMENTS ON ANY OF THE PROPERTY HEREIN DE TED AS : FLEETS, ALLEYS OR FOR OTHER PUBLIC USE ARE PAID IN • L. THIS DAY OF 20 FRED . BESS ` r ,` /� :/ :,�rj' -) r' •- �� -' LESLIE A. BUI ER '- :- DATE_ � „If J 4' 501 / ' 43 p -:- THENCE SOUTH 88'49'05" EAST 192.85 FEET TO A POINT ON THE COLEGROVE'S:'ACRE TRACTS, VOL. 11 OF PLATS,PB:-K.' RECORDS OF, -`WEST LINE OF THE EAST 64 FEET OF SAID LOT 3 LYING NORTH KING COUIj•TY, WASHINDTON. , 01'37'30" EAST 74.95 FEET FROM THE INTERSECTION OF SAID WEST LINE, YATTT'TRE SOUTH UNE OF SAID LOT., •AND. THE END OF THIS LINE DESCRIPTION: --. • • NFW lOt2. .': 'c;. :'. OA r2�?''+ ON BEH F OF' TIER BANK DATE STATE OF WASHINGTON COUNTY OF KING QN THIS DAY OF PERSONALLY APPEARED BEFORE ME _ f1 5S ? E.--5,./..(E• A' jrE,' TO ME KNOWN TO BE INDIVIDUAL WHO DEPUTY KING COON - SURE ' ... THAT,?ORTIO14:;OF LOT 3) BLOCK .1'; :COLEGROVE'5 ACRE TRACTS, y� ACGORDING TO:THE PLAT THERE DF RECORDED IN VOLUME 11 OF BASIS OF BEARING' - PLATS, PACE 85, 1100i(rDS OF''kING COUNTY, WASHINGTON • KING COUNTY - ESSOR ,1' :i' = COUN Y ASSESSOR'S APPROVAL EXAMINED AND ARPROVED BY THE DEPARTMENT OF ASSESSMENTS THIS GAY OF 7.&Lli 2009 EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT THEY SIGNED THE SAME AS THEIR VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES MENTIONED THEREIN, ,_. ' -- GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS-V-47'4 DAY GE • BASIS OF BEARING: NORTH 01'33'52" EAST AL••. •1E MONUAIEN TED - EXCEPT THAT PORTION 114FREOF CONVEYED T(i•'0ING COUNTY: FOR CENTERLINE OF 51ST AVENUE SOUTH (WEST LINE OF THE SOUTHWEST ROA0»AI.jRPOSES BY DEED' RECORDED UNDER' RECORDING 9O. 1/4 OF SECTION 14) BETWEEN SOUTH 139TH STREET AND SOUTH 613586, RECORDS OF KING COUNTY, WASHITiGSQN; 144TH STREET AS MEASURED CONVENTIONALLY THIS SURVEY AND, - •` ,: `_::: • REFERENCED TO NAD83 BASED ON STATIC OBSERVATIONS FROM NGS::NORE PARTIOULAR4Y DESCRID):i) AS FQLLOWS:_. ., ....ORS STATION "ZSE7 ". "' .- .• '-• THE WEST 100 FEET OF THE ABOVE- DESCRIBED PARCEL, - EXCEPT THAT PORTfON:LYING SOUTH OF 151E FOLLOWING DESCRIBED LINE ..... COMMENCING AT THE SOUTHWEST CORNER THEREOF; -: CERT�EJGATE OF CONFORMANCE THENCE ALONG THE WEST LINE THEREOF, NORTH:DO.38'19� EAST..:` 63.00 FEET; :.. - '17ul1� ,20y t = -. y. SIGNATU- i �[ - , )-f+ -:- (�QhL� COMMIS TONED: y / f� /�rh•CSPocC :•DEPUTY NOG OUNTY ASSESSOR (4" k � • ;:'T` MV COIy1MISSION / EXPIRES. /,1 Vi _ KING COUNTY ASSESSOR N TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL REVIEWED AND APPROVED BY THE SHORT SUBDIVISION COMMITTEE AND HE Y CERTIFIED FIj 0 FILING THIS YOF�Jj� 20 .: THIS SURVEY WAS PERFORMED WITH A TOPCON GTS 271 -0 THENCE CONTINUING ALONG THE WEST LINE THEREOF;': NOR TH -.' -' :ELECTRONIC THEODOLITE-READING DIRECT TO 5 SECONDS OF ARC 01.33'52" EAST 12.37 FEET TO THE TRUE POINT OF BEGINNIFTS- AND MEASURING DISTANCE.I(3 +(2PPM X D)) MM. NGS DASELINE THENCE SOUTH 88'49'05" EAST 192.85 FEET TO A POINT ON THEN - -1- COMPARE() NOVE3+IBER, 20Q5. THIS SURVEY MEETS THE MINIMUM WEST LINE OF THE EAST 64 FEET OF SAID LOT 3 LYING NORTH STAN,OARDS SET: FORTH IN,:WAC 332 - 130.,. 01'37'30" EAST 74.95 FEET FROM THE INTERSECTION OF SAID WEST UNE WITH THE SOUTH LINE OF SAID LOT 3 AND THE END OF THIS - UNE DESCRIPTION. _ +'- . _._..: '.: NEW 1 0T 3 STATE OF WASHINGTON'• ., -_ = [[ COUNTY Of KING • ONTHISDAV FPE MIALLYAMEARED BEFORE ME ,:' NTH OU/I TO APPEAR. ED �/ EXECUTED HE FO GOING INSTRUMENT AND ACKNOWLEDGED ._ THAT THEY SIGNED THE SAME AS THEIR VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES MENTIONED THEREIN. • GNEN��y1NN[o1EFFjj MY HAND AND OFFICIAL SEAL THIS i3 DAY OF • ND _ " - +' :•- ....LOT 3, BLOCK 1, COLEGROVE'S ACRE TRACTS, ACCORDING TO THE 'ACCESS. S B E �N' .:PLAT THEREOF RECORDED IN VOLUME 11 QF PLATS, PAGE 85. /1CI.�I�S'J AN;D U F:I LI TIES..GA �MLIVT - :- RECORDS_OF KING COUNTY, WASHINGTON A'I ,20� /GU SIG TURNA �71L 1-10 ACCESS AND UTILITIES EASEMEN AS DELINEATED ON SHEET.. • T+''.. EXCEPT' THAT - P6RTION THEREOF CONVEYED TO KINK COUNTY FOR TWO OF TWO. IS HEREBY DEDICATEU•UPON: RECORDING -0F THIS .••• ROAR'PURPOSES BY DES- D.RECORDED UNDER RECORDING NO. SHORT PLAT TO SERVC:{OTS 2 AND 3 DELINEATED ON THE FACE 613586, RECORDS OF:KING COUNTY, WASHINGTON; OF THE SAME. MAINTENANCE OF SAID ACGESS AND- UTILITIES- _ __ _ EASEMENT SHALL BE SHAREO'EQUALLY•B' THOSE,PARTIES *10 - ARE BENEFITED BY SAID EASEMENT AND THE RESPONSIBILITY: OF j°'ND EXCEPT THE OAST 64 F- ET'THEREOF;:. '- WATCH SHALL RUN WITH THE LAND AND SHALL AE BINDING ON, ALL- •" AND EXCEPT THE WEST .I QO..EEET THEREOF: :.. •,_ -.- . PARTIES DESCRIBED /O ACQUIRING ANY RIGHT, TITLE. OR INTEREST IN THE LAND DESCRIBED HEREIN OR ANY PART THEREOF... AND- - EXCEPT: -THAT PORTION LYII SOUTH OF THE FOLLOWING "- DI;SCRIBED:1_INE: : :' _ ..-... -: -: • .::COMMENCING AT THE SOUTHWEST CORNER THEREOF; - THENCE ALONG:IHE WEST .LINE THEREOF, NORTH 00'38'19' EAST` 63.00 FEET;. .: ' - : THENCE CONTINUING ALONG THE WEST LINE...- NOEL7H 01'33'52" EAST 12.37;FEET TO .:THE TRUE.POINT OF.:BEG(NNING; • - THENCE SOUTH 88'49'5" •EAST' 192.85 FEET TO A-.'POINT ON THE'-- ' WEST LINE OF THE EAST 64 FEET OF SAID LOT 3 LYING NORTH.Y ' 01'37'30" EAST 74.95 FEET FROM THE-INTERSECTION --OF SAID WEST LINE WITH THE SOUTH LINE OF SAID LOT' 3.. AND THE.END OF TN15 LINE DESCRIPTION. CHAIRS RECORDING .. TSUBDIVISIO MITEE CERTIFICATE - ,IKWIU THIS "' III"i•iii OF ASHINGTON. I, ;_I/ 29900020 `+ ,- NAME OF A'7nl ljtF ' , Y 3 COMMISSIONED- Ls ✓L KOTA.. PUBLIC TITLE: Notary 7 -t -z MY COMMISSION OF WA EXPIRES: ? /W/O9 STATE OF WASHI - ON COUNTY OF KING I CERTIFY THAT 1 KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ILO I� ORDS AND _. "- y W '-' _:::!A'(iJ k QL/Rl4'L.. ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE ISTRUMENT AND ACKNOWLEDGED IT AS THE :QIRECTOR, KING COUNTY PARTMENT OPRE_CORDS AND ELECTIONS J." "' • -•• .- - -' '' OF TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY Of 9 ' ` °- l0 • : 1 y�j',Fq ' 9 1- �_ ____ _ L. ,�, = :. (r) �' DUNCANSON••� �� - - •-. -. • 20 • SIGNATURE NAME OF COMMISSIONED: \ - \� CIVIL ENGINEERING ' SURVEYING • LAND PLANNING' PI... (x4244-„41 Fa. Ib4244-.05 TITLE: DWN. BY JMB DATE 01118/2006 JOB NO. 05510 _. . BFSS.PROPRTY ..° SHORT SUBDIVISION M P • MY COMMISSION EXPIRES' CHKD. BY KJW SCALE NIA SHEET 1 OF 2 SHORT.PLAT NO. L06-006 CITYOF filli(WILA, WASHINGTON ..;: PORTION OF SW 1/4 of SW 1/4, S. 14 T. 23 N., R. 04 E., W. RECORDING NO. VOL./PAGE 7/177 FOUND 2-BRASS NTH PUNCH IN ±r. CONC. AT SUREACE .:SECTION UN.'••£-W ,•.; • • & DLC UNE E-W. & LS 8808 Atgai_ 199' • ' • (tXP) 20 (P).-7 HOUSE 1009O' • 22::::•PRIVAT;,-ACCESS ATILIT1ESzEASEMENV." K.C. F3E-t0RDINC NO. it-10,10::!7 276.93(C). 888'49.08.E 192.1r • , 7,323 SF ge.. • N8814•08"W 558.50'(C) - 556.01'(P) S 139TH ST 15704C..0065. CONIC. RETAINING WALL UNDER FENCE 0.2 SOUTH 1.3' 258AP) •••••• ........ :'• •--1..OT 3 RA 040 ■-• .... 0.6' _100.00' --• --1___ 92.135' • :...,.....-P•' • ' .-:': N/3849'0514 - 5.2' 192.85' 5.3' .:•••• L., 2Q': PRIVATE UM. ESMT.•, K.C. RECORDING CONCRETE HOUSE 15 GRAPHIC SCALE so 71. 7670 4 64' 3.1' WALL. EAST SIDE 11. 1,8/FENCE ..••• • 2 ................ ( IN PUT) 1 68106 = 20 • \/ N813'49.0rW 342.9327 .30) 342.93' 8.9' /7– ---- b 89(C-0X7°) _ o NOTE NEW HOUSES BUILT ON LOTS 2 & 3 ARE REQUIRED TO BE SPRNKLERED PER TUKWILA FIRE DEPARTMENT. FOUND LEAD IN CONCRETE IN CASE, DOM 0.9' AT INTX 111TH S 1441H ST. AND AT THE SW COR S14, 173N, R4E, NW LEGEND 19/.75' 0 • (! 278:77(0) ' GARAQe —3.3 WALL. EAST SIDE CONCRETE RETAINING WALL N13919.013'W 555.801054 S 142TFr ST • • (N) (c) (P) SET BAR & CAP, LS. #41038 FOUND BAR & CAP, AS NOTED SET LEAD & TACK W/ TAG, LS. #41038 FOUND MONUMENT IN CASE, AS NOTED FOUND SURFACE MONUMENT, AS NOTED CALCULATED POSITION ONLY, NOT SET DATA PER FIELD MEASUREMENT DATA PER CALCULATION DATA PER SURVEY REFERENCE NO. 1 278.93'(C) u !21 FOUND 1-3/4" BRASS DISK! :6 • '4 WITH PUNCH IN exe CONC. z POST, IN CASE, DONN 0.3' 278.77.(0) .7\ N88'58.37.W 342.78' • 278.77(0) Foutio 2 BRASS DISK .• • POST x-rAsE.. DOWN 6:6' AT . INT.X IMTH S 1441IT,ST. .. • • .,. CIVIL ENGINEERING SURVEYING LAND PLANNING •• /NSW MA ANN Se 10; Saaaa /Nomova 911165 Mama MS, 0444141 Far (206)2444435 BESS:PROFtRTY Z. SHORT SUBDIVISION MAP 05 -02 -2011 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director MATT GRIMM 21501 CONNELLS PR RD BUCKI EY WA 98321 RE: rermit Application No. D10 -355 13932 51 AV S TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 12/30/2010. 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 06/28 /2011. 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, (--U\ Bill Rambo Permit Technician File. Permit File No D10 -355 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206- 431 -3665 Jim Haggerton, Mayor Department f Community Development January 12, 2012 Matt Grimm Gcm Construction Inc 21501 Connells Pr Rd Buckley, WA 98321 RE: Correction Letter #1 Development Permit Application Number D10 -355 Gem Construction, Lot 3 — I343�51 Av S Jack Pace, Director Dear Mr. Grimm, 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, and Planning Departments. The Public Works Department has no comments at this time. Building Department: Fire Department: Planning Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Alan Metzler at 206 747 -4407 if you have questions regarding the attached memo. Rebecca Fox at 206 431 -3683 if you have questions regarding the attached memo. 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, please contact me at (206) 431 -3670. Sincerely, RixiAk Bill Rambo Permit Technician encl File No DIO -355 VV 9'ennrt ('enter :Collection Letter s20I0'J)IO -355 Correction Letter h I DOC 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: .January 7, 2011 Project Name: GEM Construction, Lot 3 Permit #: D10 -355 Plan Review: Allen Johannessen, Plans Examiner The I3uilding Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 1 1 x 17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) Provide numbers for all sheets including the cover sheets. Provide 2009 code references on the cover sheet. Elevations sheet 1 reference building sides as North, East, South and West. 3. Sheet 2 general notes show 1/2 inch GWB for walls post beams and ceilings. Revise notes for ceilings for the garage to be 5/8 inch Type X GWB. 4. Show notes on the plan to provide Whole House Ventilation Systems. (IRC M1508.1 & 2006 WSV1AQC 302.3) 5. Show notes on the plan to provide external vents for combustion air in the garage for the fuel burning appliances. (1RC M1307.4.1.1) 6. The engineering specifics 18 inch footings with 8 inch foundation walls on the exterior foundation. It also specifics 12 inch footings and 6 inch foundation for the interior foundations all of which is different from what is indicated on the plans. Revise foundation plan to show foundations consistent with engineering calculations. 7. Carbon Monoxide Alarms are required in all new construction as of January 1 2011. Provide notes to reference installing Carbon Monoxide Alarm all of which shall be placed in the locations same as smoke alarms. (IRC 315.1 Washington State Amendments) 8. Provide dimensions for roof cave /overhangs. 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: January 7, 2011 Project Name: Gem construction — Lot 3 Address: 139XX 51 AV S Permit #: D10 -355 Plan Reviewer: Al Metzler, Fire Project Coordinator The Firc 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 water availability statement from Water District 125. Should there be questions concerning the above requirements, contact the Firc Prevention Bureau at 206- 575 -4407. No further comments at this time. • • PLANNING DIVISION COMMENTS DATE: January 5, 2011 RE: D10 -355 Gem Construction ADDRESS: 139XX 51 Ave. S ZONING: LDR The Planning Division of DCD has reviewed the above permit application. Additional information needs to be submitted prior to issuance of the permit. Please provide the following: 1. Provide an individual site plan for the subject lot. On the site plan show the footprint of the building and dash in the setback lines and lot lines. Show access and orientation. 2. Re -label elevations to indicate "north elevation," "south elevation," etc, rather than "right elevation," "left elevation," etc. 3. Revise roof plans to have at least 5 to 12 pitch. 4. Verify the orientation of the house, including the garage and "deck" at the front of the house. Indicate north on the drawing. The drawing (first sheet, not numbered) seems to show indicate that the garage is on the north side. The "front" elevation shows the garage on the south side, but the drawing shows the driveway on the north side. How will the house be served by the driveway? Provide drawings that show the elevations and house placement on the lot in a consistent manner. 5. The front deck steps cannot extend into the 20' front setback. The setback needs to be 20' from the steps. Revise the plan. 6. For the setbacks - Clarify what part of the house comes to the 5' side setback. Is it the edge of the eave? Edge of the house? Eave of the bump out? Body of the bump out? How big is the eave? Indicate this on the drawings. 7. The drawing shows a 22' easement driveway to lot 3. Is the easement part of lot 2 or lot 3? Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): D10 -355 Grantor: GEM Construction Inc., a Washington State Corporation Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Along 5151 Ave. South, adjacent to 13932 — 5151 Ave. South. Abbreviated Work Description: Work within the City Right -of -Way, including trenching for underground power and pavement restoration. 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. 1 IN I" 'NESS WHEREOF, said individuals have caused this instrument to be executed this /0 day of r , 2011. Authorized Signature STATE OF WASHINGTON) )ss. County of King ) 1 certify that I know or have satisfactory evidence that dlli '4% in'rvk is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the eit,ner)WriClr'n of CC in %YIS1TL<[ fi ovt , a corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated 10 pbl 2 :11/1? 74 (-d -( Notary Public in and for the State of Washington residing at 61/4t.) I C_ My appointment expires e `X-t - / `' • • DATED this / 0 day of �C cux' 1- , 2011. GRANTEE: By: Print Name: Its: CITY of TUKWIL Bob Giberson Public Works Director STATE OF WASHINGTON) )SS. COUNTY OF KING ) 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. Name: a7( aierk NOTARY PUBLIC, in and for the State of /,� �"ILUiI+ CL. Washington, residing at My commission expires: 05- dq/ / �1 HERMIT COORD CORY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -355 DATE: 08/29/11 PROJECT NAME: GEM CONSTRUCTION, LOT 3 SITE ADDRESS: 13932 51 AV S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: Building Division .AA jV(1j.0 . Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Xi Incomplete DUE DATE: 08/30/11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments cetermined incomplete. Bldg ❑ Fire ❑ P ng ❑ PW ❑ Staff Initials. TUES/THURS ROUTING: Please Route xi Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 09/27/11 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: B'dg ❑ Fire ❑ Plrg ❑ PW ❑ Staff Initials •PERMIT COORD COPY * PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -355 DATE: 05/23/11 PROJECT NAME: GEM CONSTRUCTION, LOT 3 SITE ADDRESS: 13932 51 AV S Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued D PARTMENTS: , Building Division Public Works AVV\ Fire Prevention Structural bl� Gl�r Af P anning Division Permit Coordinator DETERMINATION. OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 05/24/11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined ir.cornplete. Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials.______ _ TUES /THURS ROUTING: Please Route Structural Review Required 1 No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 06/21/11 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 2 1H c1 *PEW WON 'Y PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -355 DATE: 12 -30 -10 PROJECT NAME: GEM CONSTRUCTION — LOT 3 SITE ADDRESS: 139XX 51 AV S X Original Plan Submittal _ Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPA'TMENTS ���� L Public Work s A vA. 444.4 t edk Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 01-04-11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg El Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 02-01-11 Not Approved (attach comments) DATE: Permit Center Use Only I { CORRECTION LETTER MAILED: l _ 1)--1 i Departments issued corrections: Bldg:— Fire PIng' PW ❑ Staff Initials: Docunonts /ro,itirg slip doc 2 28 02 PROJECT NAME: qpiA1/4 SITE ADDRESS: GN PERMIT NO :0 ORIGINAL ISSUE DATE: REVISION LOG agivi it REVISION NO. DATE RECEIVED VN\ ■ t ISSUED DATE STAFF INITIALS .:Atiliv ISSUED DATE / 0/ Afb / STAFF INITIALS A 6,) ‘ Cri Summary of Revision: gv(An N7s1 ccL wv j,L A- iv 1 vk ci,tut (I e Received by: YLGk ty4, CANA cw( VvIttl.t Yf ( rA OA Received by: UI/ �w 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) 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 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: /fwww.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: 96/1/ ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 0. Revision # a after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: j � -,Girl (C•41,Strac-T'1G11 - /1u-t Plan Check/Permit Number: Y 1 0 3 3 5 RECEIVED CITY OF TUKWILA AUG 292011 aeguatt.' ea-tweets. Project Address: / -A 3,4 at 54` 40.1 S . Contact Person: / G- t (j f' i fir —cv-\ Phone Numbe r: 02— ? S / --).2--) y Summary of Revision: P� -t3� 1 f f/ t.(,1 , 2 L, + , 40 i (VA.).-eke S 4. t'd (.1 Sr_ 61--r-A. - tie n&e-r * Pe S itaii Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1.(49 vr Entered in Permits Plus on 7r1:7://// H:\Applications\Feums- Applications On Linn \2010 Applindmu \7 -2010 - Reviston Submitt1.doc Created: 8 -13 -2004 Revised: 7 -2010 • City of Tukwila Department of Community Development 6300 Southccnter Boulevard, Suite #100 -Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: http : / /winv.ci.Tukwila.wa.us 1 REVISION SUBMITTAL 1 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 11 -i 1- -- ❑ Plan Check/Permit Number: D10-355 Response to Incomplete Letter # ® Response to Correction Letter # ❑ Revision # after Pennit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Gem Construction, Lot 3 Project Address: 139XX 51 Av S Contact Person: NAV b c, ter. Phone Number: .22:36 it'll ---u-7 N Summ of Revision e s _ ariN _ 1.��* it . \\ 3 See 1. 3 3'. �` - - c, -sN,Q.A. s -- _48t -n- e- S•- 3 S LI 5_ _6cc Ao - Ow See 0 1,0 a see S‘,ark e s‘-ci- 51 la 5 €e /c Lr.- W See. - S 10 eat — El Cc CVO", See a_ LW� Sho0 0 ccc i- Or, i✓ j-)c, CAA- c.. S So'..-.A --C"ar1c_u_s,lq pec a5 + . @ITV g en MAY 23 2011 PERMIT camas Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: _ 1-44 XEntered in Permits Plus on \applications'torms- applications on line';revision submittal Created R -I3 2004 Revised: t0 35—S Deparr:ent o' Natural Resources and Parks wastewater Treatment Division Ming County Residential Sewer Use CertifLation Sewage Treatment Capaci alf Charge To be completed for all new sewer re- connections, or change of use of existing This form does not apply to repairs or existing sewer connections within five y- r r Please Print or "hype tt Property Street .Address Ul• ) Cit { r ZIP Owner's Name Owner's Mailing Address n City State �c�, State kk-i); ZIP wner's Phone Number (with Area Code) t ? f--i i1 Property Contact Phone Number (with Area Code) Party to be Billed (if different than Owner): Name Street Address City For Kind County Use Only Account No..l <:;I:: Month i7 Sewer District / Agency Contact & Phone Number Date of Sewer Connection Side Sewer Permit Number Required: Property Tax Parcel Number Subdivision Name Subdivision Number Lot Number Block Number State ZIP Residential Customer Please check appropriate box: Equivalent (RCE) Single - family (free standing, detached only) 1.0 Multi- Family (any shared walls): ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) Ci 4 -Plex (0.8 RCE per unit) [1 5 or more (0.64 RCE per unit) No. of Units ryi Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = 1.6 2.4 3.2 x 0.64 = Building Name z,C 30 2010 PERMIT CENTER Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes ❑ No Was building on Sanitary Sewer? ❑ Yes rJ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No If Multi- family, will units be sold individually? ❑ Yes ❑ No If yes, will this property have a Homeowner's Association? ❑ Yes ❑ No Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmissiop of corrected data for determination of a revised capacity charge. Signature of Owner/Representative Date 1-. 3 i1, J C J Print Name of Owner /Representative Contractors or Tradespeople P ter 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 GEM CONSTRUCTION INC UBI No. 602033731 Phone 2534474091 Status Active Address 21501 Connells Prairie Rd E License No. GEMCOI *005MC Suite /Apt. License Type Construction Contractor City Buckley Effective Date 7/3/2000 State WA Expiration Date 5/10/2012 Zip 98321 Suspend Date County Pierce Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date 01/01/1980 Expiration Date GRIMM, MATT Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 CBIC LB8060 05/10/2002 Until Cancelled 06/09/2012 512,000.0005/10 /2002 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 7 Granite State Insurance Compan 02LX64373406 06/09/2010 06/09/2012 51,000,000.00 06/08/2011 6 GRANITE STATE INS CO 02LX64373405406/09/2004 06/09/2010 S1,000,000.0006/09/2009 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: / /fbrtress .wa.gov /lni /bbip /Print.aspa 06/14/2011 SAWCP RLOETA 9 FULL WIDT-1- PATGti rEli CITY STANDARDS • STA 6 +82.28,;' 6.02'R RIM122.1 IE(IN) -114.1 IE(OUT) -114.0 FIELD VERIFY STA 6 +72.85 CL 20' DRIVEWAY CUT PER TUKWILA STDS RS -B 12 REMOVE EXISTING CURB CUT AND RESTORE CURB AND GUTTER SIDEWALK PER TUKWILA STANDARDS. 2 -3/4 "° WATER S PER KCWD:.#125 STDS, EX SIDEWALK" EX CURB & GUTTER 1 Lf ., STA 52:48 CL 20' DRIVEWAY CUT PER TUKWILA STDS RS-8 0 MATCH EXIST EX to MON. IN CASE STA 10 +00 TBM EL =117.58 2'. 'WI 2- [ w ;DE Po - S CL powoit 4011,0 IA DD-T. P-e'cl?' fa-foriv ;01 I..IS 8. FSYO S 1 0113% ..r ut7040•t1? • HOUSE • • &I. UTILITIES5:,E&SEMENT • v 41/44`31) W %Vtt t t 's cpi RQ•4� I Sr, '-TI ) Peg- c 1 r1 d i S- a3 /i4OD .ffuLt TiN ArC -` f'At) H i r S 139TH ST N88.34'08 "W 558,50'(C) - 556.Or(P) / PER i7. 10LLIJYC.rri0I.. 7 ' .0.2. .I 89•T • (• (•) 192.'2 S88'49'08 "E _ S • SS 48 ". STAr6478;2 ; :5DittaiR.. 7-- iREEI(MlOUtIDi2T �816 16 ' 8. .A58P9 IT,' B -TOS,QEREMOV D . 1 1 : 4:.}..,... •-r • .(T ' al LOT / .2 1� 20' . FRONT B.S.B.L. - 1`lI SEWER SER',ICE, TYP. 1300 ' R. .h .• ur 124 CONe' FETE 92.92' •' 2'b J :36. • • o, r • . 1 C t r D C1L°'o•.'7C; / I..:..', LOT '3 6802 SF ASF.IIIALI • „�~ . .92.85 \ N88 49.05 W +I 192 .85 • 7i• 17 a c_ VARIE: 2 :i ' •y iC / r..ct . j : 1 :dllR ,r .C- e3tl }i'I;Eq `•T:�- • -1;Tk }C•�• 5.1. °uriTe IT11 10•IlS do 31111 onze Viol: t10IIS;., f l / s. r . "l i.. ) ■< o ted, standards ^fir .ordin'azT.ero .The e�sponsibiltty-'•: for the adequacy of the;�design rests totally with the 1. 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. 20 !� ENT.. 20.x4' PAR151 0NrC ,0§,f IF 1 fir.• ' T .she Pub been zev>evc(�iy t o'r -t 6`f rnance-with- E HOUSE D. tLQC EXIST', +:SIDE iT • 1 ..)(j8T` Tiff E Jd97'E WITH.- NEW/,11X.2,,, 11N0: dT.: �R 1�Rg BUILAIN� "'SITE'. 1 U 0- U P/L i1• • -1 I 89'07'00" (C)(P) Ip l 7777)/7 GARBAGE • TO' 0 REMOVED / I••t 11. 1E101 Il 9'.t tru c$tffc sca�u ,r A VISON LIMITED INFILTRATION DRYWELL OR OTHER SMALLSITE .8MP. D ;gGN w/ BLDG PERMI.T2G .T - ^\ LO , 14,459 SF Final acceptance is subject to field inspection. by the Public Works utilities inspector. Date: By: • 22' EASEMENT 20' ASPHALT THICKENED EDGE PER KCRS DWG. NO. 1 -011 1.5" CSTC• " CLASS B ACP 10 REAR TYP. 0) rn • 1- .� K� I'II I I.,.r .1L'• I CJ U i I'WALL A sT :SIDE 1 !•1`FEN'.,. .. r::LIC 3.3'WAII.,FA 1I SIDE • is 4.9 :_: ..,. � • //77%77,1 /. GARAGE / ' ,7 %. DF1F3 • ii N89'19'08 "W 556.59'(C) 555.80'(P) S 142TH ST CV ( IN FEET ) 1 Inch - ;;g- It. F , b l78._.S(..) N88 49 08 "W 342.93' _ 0 ai E RIL CO Permit No. w+ aPProval T' wew i I':lei at - 1 i•1!1 o+ ..II : SAWCJT UNE EXI$TINS ASF1-IALT PAVEMENT :Ia Y I documents does not authorial I• icacippwledged car Clay Of 'Nitwits BUILDING DIVISION- WIDTH OF RESTORATION ASPHALT CONCRETE OR BITUMINOUS PLANT MIX EASEM NT .....REVISIONS t No changes shaft be ma a to the scope of work without prior approval of E TING EARTH Tukwila Building Division. o GRANULAR 11117.7: ` evlsians will require a new plan x E :nd may 1n lude.additwnai MINUS COMPACTED plan review feeSCRUS ED ROCK UNLESS VISE ORDERED BY THE CITY .5" CSBC vi a•+rZ Z�i+i�Ia� a • . • • ^• •• ' • a4iEi!:�:EaS"R "R:.Y1�.• • i. i'iryaaa8 "M"'yayiIIiIIeiiL'•II•S•Sd.'_. ad +1'�`i� • FaO�igSaliellutsP rt101ffaiorm1.C�11t:.:11m Ill'�1pi'C7'K vt i. r , al PRIVATE ACCESS ` DRIVE \' COMPACTED SUBGRADE ADDITIONAL TREATMENT MAY BE REQUIRED MATCH EXIST • NOT TO SCALE ittp \dWnA05510MOOLrai1a REPLACEMENT PATCH 150% OF EXISTING ASPHALT DEPTH DRAINAGE NOTES: (1) PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY OF TUKWILA PRIOR.. TO THE PRECONSTRUCTION MEETING. (2) ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7- 02.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL, AND ANY REQUIRED PIPE BEDDING TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE I5 SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. :(3) STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #2, OR BETTER, INSIDE AND OUTSIDE CITY OF TUKWILA DESIGN AND CONSTRUCTION STANDARDS. (4) ALL DRAINAGE STRUCTURES, SUCH AS,CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY. OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION /DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. I (5) ALL CATCH BASIN GRATES SHALL CONFORM TO CITY OF.•TUKWILA DEVELOPMENT AND CONSTRUCTION STANDARDS, THE STAMPING "OUTFALL .TO STREAM, DUMP NO POLLUTANTS ". WHICH INCLUDES TM " • i1 C.) p`- p - - E UFFICIENT LENGTH TC '. OPL FROMp TI IE' EDGE -TO THE DRIVEWAY TO THE BOTTOM OF :THE D13GH. - CULVERTS sHALt_ t'TiDYIDE H IMIIVI•UM 3 1 ESL E , HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE. (7) ROCK FOR EROSION PROTECTION OF, ROADWAY DITCHES, WHERE REQUIRED, MUST BE. OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF '• 1 FOOT AND MOST MEET THE FOLLOWING SPECIFICAITON: 4 "- �'8 "/40Y. -70K PASSING; 2 " -4" PLACED ROCK / 30% -40% PASSING; AND -2 ". RO4K -10 % -20% PASSING. INSTALLATION SHALL. BE IN ACCORDANCE WITH CITY OF / D S. TUKWILA DEVELOPMENT AND C O N S T RUC T IO NS TAND AR ADRAINAGE OUTLETS (STUB-OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS PPROVED FOR INFILTRATION BY CITY OF TUKWILA. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A) EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE- FLOWING, POSITIVE DRAINACC,,E TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. 8) OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH; 2 "X4" STAKE MAI;:(ED "STORM" OR "DRAIN." THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE AND BE SECURED TO 11 iE STAKE. C PIPE MATERIAL SHALL CONFORM TO..UNDERDRAIN SPECIFICATIONS DESCRIBED IN CITY OF TUKWILA DEVELOPMENT AND CONSTRUCTION STANDARDS AND, IF NOIII- METALLIC, THE PIPE SHALL CONTAIN WARE OR OTHER ACCEPTABLE DETECTION. D) DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEM DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS; E) THE APPLICANT /CONTRACTOR I5 RESPONSIBLE FOR COORDINATING THE LOCATIONS OF. ALL STUB -OUT CON LINES WITH RESPECT TO THE UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F) ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. (9) STORM DRAINAGE PIPE SHALL BE AIR ' ESTABLE PER WSDOT STANDARD SPEC 7 -04.3. YANCE UTILITY NOTES': 1. ALL TRENCH EXCAVATION. OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENT. ; 2. PLACE POWER, CABLE, FIBER OPTICS, AND ITELEPHONE LINES IN A TRENCH WITH A 5 -FOOT MINIMUM HORIZONTAL SEPARATION FROM OTHER. UNDERGROUND U1ILITIES• 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS AFTER ASPHALT PAVING. PAVEMENT RESTORATION NOTES: 1. COMPACT BACKFILL TO COMPACTION OF UNDISTURBED GROUND OR COMPACT BACKFILL TO MEET CITY STANDARDS. 2. RESTORE PAVEMENT TO ITS ORIGINAL CONDITION. IMMEDIATELY FOLLOWING BACKFILLING OR WHEN CONCRETE IS CURREO. A. EXCEPT FOR WNTER OR OTHER WEATHER CONDITIONS WHICH PREVENT PAVING, RESURFACING, OR FACILITY REPLACEMENT: • 0 N PRINCIP A L ARTERIAL, MAJOR Cft- COLE E CTOR STREET T WITHIN 3 CALENDAR DAYS. • ON OTHER STREETS WITHIN 7 CALENDAR DAYS. B. FOR WORK PREVENTED DUE TO:WEATAER: • PROVIDE A TEMPORARY PATCH. • PROVIDE A CONSTRUCTION SCHEDULE ADDRESSING MEANS AND METHODS TO MINIMIZE TRAFFIC DISRUPTION AND TO COMPLETE WORK AS QUICKLY AS POSSIBLE. SAWCUT LINE EXISTING �- ASPHALT PAVEMENT Imo-- TRENCH WIDTH 1 NOTES :_ 1. ALL WORK TO CONFORM TO THE CURRENT STANDARD SE!ECIJIATIONS FOR ROAD; BRIDGE, AND MUNICIPAL CONSTRUCTION• t' a J 2. "A MINIMUM OF A ONE. YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS. ';3,.>CONTROLLED: DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE REQUIRED IN CASES QF RECENT PAVEMENT' OVERLAY, OR AS DIRECTED BY THE CITY ENGINEER. FLEXIBLE PAVEMENT PATCHING NOT TO SCALE DETAIL RECEIVED AUG 3 0 2011 TUKWILA PUBLIC WORKS EARTHWORK QUANTITIES CUT(CY) FILL(CY) NET(CY) METHOD 250. 250 0 AVERAGE END NOTE: THE ABOVE QUANTITIES ARE FOR PERMITTING PROCESS ONLY AND ARE NOT INTENDED FOR BIDDING PURPOSES. THESE QUANTITIES DO NOT ACCOUNT FOR COMPACTION, UNSUITABLE MATERIALS OR SUB -GRADE CUTS. CITY OFT�ICW!� -P` AUG 2 1 1 PERMIT CENTER CEIV CITY • T LA MA 011 P ' . IT CEN , REVISION N0.! MapQuest Maps - Driving Directions - Map met. ma Map of: 13952 51st Ave S Tukwila, WA 98168 -4459 Notes Page 1 of 1 All rights reserved. Use subject to License /Copyright Directions and maps are informational only We make no warranties on the accuracy of their content, road conditions or route usability or expeditiousness. You assume all risk of use MapQuest and Its suppliers shall not be liable to you for any loss or delay resulting from your use of MapQuest. Your use of MapQuest means you agree to our Terms of Use PLANNING APPROVE No changes can be made to these plans without approval from the Planning Division of DCD Approved By: 12-* 111A Date:. a o 101 1 http: / /www.mapquestcom/ print ?a =app.core.a601ebdf70e9b 1 f04e6d7384 1 :E .iSIO Ny'.. No changes sti ti ba.made t4 th^ r ^or of ivcifk viritfiblit prior a jig - ;— i tsl TiAwila,Buijciing Division_ NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 12/29/2010 Project Description: Construct New Single Family Home Site :Address: :139XX 51st Ave S. Tukwila Lot 3 Total House Footage: 2106 Sq. Ft. Index To Drawings: 1. Cover Sheet 2. Elevations 3. First Floor Framing 4. Second Floor Framing 5. Foundation 6. Roof Plan 7. Cross - Section 8. Engineering 9. Engineering 10. Site Plan 11. Survey SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing ❑ Gas Piping City of Tukwila pr M.h I •te. t'1N REVIEWED FOR CODE COMPLIANCE APPI rn'F0 um 1 2vo 6,ft City a'T ila BUILDING ISION FILE COPY Permit No. 171 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Fold Copy and conditions is acknowledged: Date:, r_(1y 1� City of Tbkwila BUILDING DIVISION CITY OF TUKWILA MAY .232011 PERMIT CENTER CORRECTION I 0...3s 4 ' D REVIE Ep OR CODE COMPLIANCE, 4Pronewaio I BUILDING Tukwila JIUJI1flW titO3SS SCALE: DATE: ,Z.- -erk APPROVED BY: RECEIVSD CITY OF NO LA MAY .2 3 2011 PERMIT CENTER DRAWN BY REVISED DRAW I NUMBER p. c 31 k �ERSTOBE4X8I SPECIFIED OTHERWISE TYPICAL PLATE LINE TO BE 7' 11" SOLID BLOCKING OVER SUPPORTS FIRE BLOCK ALL PLUMBING PENETRATIONS TYPICAL EXTERIOR WALLS TO•BE 2 X 6@ 1 6 O.C. • SMOKE DETECTORS TO BE HARD WIRED W /BATTERY BACKUP & AUDIBLE IN ALL BEDROOMS 22" X 30" ATTIC ACCESS DOOR BETWEEN HOUSE & GARAGE TO BE SOLID CORE V8 GWB ON HOUSE GARAGE COMMON WALLS, CEILINGS, POSTS 8c BEAMS FURNACE & WATER HEATER TO BE 18" ABOVE FLOOR WATER HEATER STRAPPED TO WALL W/26 GA. METAL STRAP W /PRESSURE RELIEF VALVE TO EXTERIOR STEEL BO 4 FURNACE / TER HEATER ALL SOD IN CONT• T H CONCR - • : RE L ' ATED ALL FRAMING HARDWARE TO BE "SIMPSON" OR EQUAL P c 1k,t►,..e \ika— r∎ -b.e.. -rte IR NOTES: . PA 1 1 ac .L) SU ‘4 C T 3) \% (.) -Pem, -s1 $+K+ Dew }a` TO 38" ABOVE TREAD NOSING • MINIMUM HEADR• 6' TREADS: MIN 1 0" RUN, MAX 7 3/4" RISE STRUCTURAL NOTES: PER 2006 SRC • LIVE LOADS: LATERAL • WIND: EXPOSURE B- 85 MPH • SEISMIC: D • SNOw: 25 PSF • FLOOR: 40 PSF E COMP uny of Tukwila BUILDING DIV ISION \OdNS o..c�e Vt\ I cctsc'eg D10 355 CITYOF UKWJLA MAY .2'0 2011 PERMIT CENTER SCALE: Yh'� ,t 0 A DATE :I� APPROVED by : DRAWN BY RE V fSED 21 0 t RA-K) DRAWI UMBER ca .1 remoras 4191453 4A°1-$9°14 3- Nil ss, (;) DEA006-$ MMID3 1.6•40 14315.1 Carbon monoxide alarms. (WSA) For new construction, an approved carbon, monoxide alarm shall be installed by January 1, 2011, outside of each separate sleeping area in the immediate vicinity of the bedroom in dwelling units. In a building where a tenancy exists, the tenant shall maintain the CO alarm as specified by the manufacturer including replacement of the batteries. R315.2 Where required in existing dwellings. (WSA) Existing dwellings shall be equipped with carbon monoxide alarms by July 1, 2011. Exception Owner- occupied detached one - family dwellings legally occupied prior to July 1, 2010. R315.3 Alarm requirements. Single station carbon monoxide alarms shall be listed as complying with UL 2034 and shall be installed in accordance with this code and the manufacturer's installation instructions a.00 (2.5 ` �N 310° yJhPn*, (Y1Mc `� %,t %coo 84141 tbwa2P41.-@ 5,Viro vr.4)ccbg Nogin14 fir. eat v,«►val►a4 0141t -n) 2 = \' o 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). NOTES: • ALL BEAMS AND HEADERS TO BE 4 X 8 DF#2 UNLESS SPECIFIED OTHERWISE • TYPICAL PLATE LINE TO BE 7' 1 1 " • SOLID BLOCKING OVER SUPPORTS • FIRE BLOCK ALL PLUMBING PENETRATIONS • TYPICAL EXTERIOR WALLS TO BE '.2 X 6 @ 1 6" 0.0. • SMOKE DETECTORS TO BE HARD WIRED W/ BA BACKUP & AUDI - ;LL BED' A Y 00 CONTACT H CONCRETE TO BE PRESSURE REATED CMCbcPCN, V\ U 4842- � c ItZ-C IR NOTES: AIL .@ 34" TO • MINIMUM HEADROOM 6' 8" • TREADS: MIN 1 0" RUN, MAX 7 3/4" RISE NosING WH• - .Us F tNIMUM 1 20 FM, MAX 1.5 SONES. W/ 24HR, TIMER tk 1 S if A s QC 30A. A A SUMMARY: MAIN LOOR 1 c "6 SSQ FT LOWER FLOOR 820 SQ FT TOTAL 2106 SQ FT • GARAGE • PORCH • DECK 420 SQ FT 28 SQ FT 80 SQ FT WINDOW SCHEDULE: CLASS 40 VINYL Low E, UV .35 MIN, NFRC CERT. 3. 5'O" 4'O" HORIZONTAL SLIDER W /AIR VENT 1. 4'O" 4'O" HORIZONTAL SLIDER W /AIR VENT 1. 6'O" 4'O" HORIZONTAL SLIDER W /AIR VENT 1 4'O" 3'6" HORIZONTAL SLIDER W/ AIR VENT 1. 6'O" 2'O" PICTURE 1. 2'O" 5'O" PICTURE TEMPERED 1. 7'6" 4'O" XOX w/ AIR VENT 2. 5'0" 6'8" SLIDING GLASS DOOR TEMP W/ AIR VENT C ® ®C� Comp, ��R� TOTAL GLAZING 236 SQ. FT. 4o ,b 1,'ANGt GLAZING TO FLOOR = 1 1.2 B cityot Tukwila VIsIonV A10 -355 RECEIV_ CITY OF TUKW1 A MAT 232011 PERMIT CENTER SCALE: 34,1 oi PATE: 1 APPROVED BY: DRAWN BY REVISED 2-10 Co Lrq 0-1A) rache--PiA4J DRAWIN .NUMBER I J ithe- Vre x,t)4 le Q., 21e G. x rte" St: 6044.91At. 040. tore. 1 *h i2 4 •210+- g -f o . Z cam.. feoriat $401- . Vk air `' ©C 1 1 "X3R")(31: celS9 . is it -wy Lae -ro flu 1 24"x 2i/.'° $'� L_J x w j3:) *x 6401 1 i i i 1 V i (0) Doierto3 VD' ('' CO REVIEWED FOR4. DE COMPLIANCE: B UI�t}' Ot Turila LDING OIV�SION D ?k-AiN) Yvf " ` I 'o,, v1410kflO J .-; t•-• '1 NOTES: • ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED • ALL BEAMS AND HEADERS TO BE 4 X 8 DF #2 UNLESS SPECIFIED OTHERWISE • ALL FRAMING HARDWARE TO BE "SIMPSON" OR EQUAL • CONTRACTOR TO VERIFY ALL DIMENSIONS FOUNDATION NOTES: • EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL ASSUMED BEARING CAPACITY OF 2000 PSI • ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1 8" BELOW ADJACENT EXTERIOR FINISHED GRADE ' CONCRETE NOTES: F'c = 2500 PSI @ 28 DAYS. MINIMUM 5 1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6 3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. MAXIMUM SIZED AGGREGATE IS 1 1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. NEC 250.50. A concrete encased grounding electrode is required in all new concrete 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 of 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 near location of power panel.) This is a better option for the perimeter insulation where a flush mounted pt. 2x2 is used rather than tapering the crete slab. bio 35s SCALE: DATE: 12 -Qq RECEIVED CITY OF TUKWILA MAY 232011 PERMIT CENTER APPROVED 6Y: ORAWN SY REVISED 2-o 14, tom- 0J • S4 ORAWIM9ER 5 11 1 1 NOTES: • REVIEWED FOR CODE COMPL/ANCE APPNPINFD • 1 city ot Tukwila RINDING DIVISION --- • ALL BEAMS AND HEADERS TO BE 4 X 8 DF#2 UNLESS SPECIFIED OTHERWISE TYPICAL PLATE LINE TO BE 7' 11" VENTED BIRD BLOCKS EVERY OTHER TRUSS ROOF JACKS AS SHOWN, ATTIC VENTILATION REQUIRES 1 SQ FT OF NET FREE CROSS VENTILATION FOR EACH 150 SQ FT OF AREA • ROOF PITCH TO • TRUSSES AND Hi NLESS SPECIFIED OTHERWISE BE 24" 0.0. 111111111111MIL 1.. 004.6. .0,0 LuKyv., ow,pliew y CARRY MANUFACTURER'S STAMP • ALL TRUSSES SHALL BE INSTALLED AND BRACED TO MANUFACTURER'S SPECIFICATIONS • TRUSSES WILL NOT BE FIELD ALTERED VVITHOUT.PRIOR BUILDING DEPT. APPROVAL OR ENGINEERING CALCULATIONS • ALL TRUSSES SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING INSPECTION • TRUSS DRAWINGS TO BE STAMPED AND SIGNED BY A LICENSED STRUCTURAL ENGINEER ROOF VENTILATION: 1 SQUARE FOOT PER 150 SQUARE FEET, 1/2 LOWER, 1/2 UPPER Arric = 1286 SQ FT. 1286/ 150 = 8.57 SQ FT REQUIRED. 8" x 8" RooF JACKS = .44 SQ FT EACH. 4.29 1 .44 = 9.75, 1 0 MINIMUM, As DESIGNED = 1 0 TOTAL. 3 1/2" x 22 1/2" FULL SCREENED BIRD BLOCKS = .55 SQ FT. 4.29 / .55 = 7.8, 8 MINIMUM, As DESIGNED = 12 TOTAL 6L e kt-Prtc,e9V ci-r7S$E4vuiERvitA b - - MAY 2 b 2011 1. 0 .1., 355-- PERMIT CENTER SCALE: >et:, .0s■ DATE: APPROVED SY : 21010 pu,A DRAWN BY REV MED 12--A90E- -RPA) DRAWING NUMBER 40X0 SIB c_ r lAto • e. G IstAtmeA IA ve• $ X4 ®, IVOC, -24 I' t C&or-Lro2 /L'x ?r $ttA, j1,0 /i410 y -10 fns-• SI)wriol geensA 10/36V ft01.) SHEAR WALL SCHEDULE: SW NAIL EDGES STUDS • P1 -6 80 6" 12" • P1-4 8D 4" 12" • P2 -3 8D 3" 12" PLATES BLOCKING 6" 4" 3" YES YES YES HF #2 # /FT 210 310 800 SHEAR WALL NOTES • FOR P2 -3 SHEAR WALLS USE 3x STUDS AT ADJOINING PANEL EDGES, AT ADJOINING PANEL EDGES AND MUDSILLS. NAILING SHALL BE STAGGERED PER FOOTNOTE (1) OF I.B.C. TABLE 2306.41 • ALL ANCHOR BOLTS SHALL BE INSTALLED W/ GALVANIZED PLATE WASHERS. REFER TO PLAN FOR SIZE • REFER TO FOUNDATION PLAN FOR ANCHOR BOLT SIZE, SPACING AND MUDSILL /RIM CONNECTIONS Ierkou'l love <0 tAimAe. P1,4 ®1414 REVIEWED � N CODE COMPLIANCE D NCB -� I iry at Tukwila PP!LLGfflQN, 1� c gay tAt Thug Wm* " 3) Zx 12- gTat+ kroN $' 2 M 3v4cerSOtekezigLivi '4 & I Z • ) n �1 I 1 ROOF CONSTRUCTION: COMPOSITION • 7/16" OSB SHEATHING W/ 1 5# FELT, UNBLOCKED, W /FACE GRAIN PERPENDICULAR TO FRAMING BELOW. STAGGER END JOINTS, NAIL AS FOLLOWS: DIAPHRAM BOUNDRY & OVER EXTERIOR WALLS: 8D @ 6" o.c. ALL SUPPORTED EDGES: 8D @ 6" O.C. FIELD: 8D @ 1 2" O.C. EXTERIOR WALL CONSTRUCTION • SIDING PER ELEVATION: 8" HARDIPLANK LAP SIDING ON 1 5# FELT ON 7/16" OSB SHEATHING, NAILING PER SHEAR WALL SCHEDULE, OR: 7/16" LP -1 1 PANEL SIDING, NAILING PER SHEAR WALL SCHEDULE. • 2 X 6 STUDS @ 16" o.c. • R -21 INSULATION • 1/2" G.W.B. • VAPOR BARRIER PRIMER FLOOR CONSTRUCTION: • FINISH FLOOR COVERING ON • MINIMUM 1 9/32" THICK APA RATED T & G SHEATHING WIEXTERIOR GLUE OVER 2X FLOOR JOISTS • JOISTS @ 1 6" O.C. W/ 1 OD NAILS @ 6" O.C. AT SUPPORTED EDGES AND 1 0" O.C. AT INTERMEDIATE FRAMING MEMBERS • R -30 INSULATION EXTERIOR DECK CONSTRUCTION: • 5/4 X 4 CEDAR DECKING ON • 2 X 8 P.T. (REAR) 2 X 6 P.T. (FRONT) JOISTS @ 1 6" O.C. LEDGER LAGGED TO RIM W/3/8" X 4" LAGS EVERY BAY, 2 @ENDS •. 4 X 10 P.T. (REAR) 4 X 6 P.T. (FRONT) BEAM, 4 X 6 P.T. POSTS RAILING MINIMUM 36" HIGH, 2 X 2 CEDAR PICKETS SPACED 3 1/2" ENERGY DESIGN: PER 2006 WASH STATE ENERGY CODE REC CITY OF TUK LA MAY 2 SAW-- PERMIT CENTER SCALE' DATE : 12,.-017 No P APPROVED BY : DRAWN BY REVISED S6c:nok) 4loT ORA ING NUMBER MITCHELL ENGINEERING INC. iL- a4r 4AIg1 (LArs L Lcad $ A, 2 -sr ,r c11 %.11115 2.3 -'4. 1T- - � WAIk 14 . -04* . At -Leo'o A#4, S�Lw,1 4-1 g+lw.rs 20.1 • alt.ciAlui 4,1 orr 747.. 7821 • I681h Ave. N.E. Redmond. WA 98052 (425)7474500 1414.�I2 Oc.14 - 151 $r I, L.i = Z.56F . C 1.-. -P I. P( 2[..,51 • 2(0 S-+ v',. i2.'J,21.�7 115 *F 4 ��.. LIOU .. 1127i- 'a 9tf �ys -,11 -. MEM C41C0A11{,05401. (aP1IRICION MMJ NO Rol t: C00010 WITNONT ltI NNIYIEN PO00510N'O wrcia lhe.ukag Ne.m. WIN 71= CA LSPAnaa. IS uMITN) 10 ► APACIVIC ► NUkCt 7011 11'114RE N Aatan N(:•E011 1CR 71Y. C01-1i7110C1i0N QQ OAK W7DIAINNCn:d11.0r011 AITC(111 1115 WanT41 GONt' T(E Y nt61.Ea 11 YITCH U PREPARED BY r DATE 2 ©di • PROJECT SUBJECT GLL (! rwa nom+ SHEET NO.. a JOB NO. 5.2 • --a1li -to $l• WA // 64/k b7P, dt& /rl.=e) 6q.!lTok- 17417- $,J o7 -52/ DESIGN IS IN ACCORDANCE WITH THE 2006 INTBRNAT10NA1. B[ RI J71N0 CODE (INC.) .. AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. ROOF 25 Pa FLOOR 40PSF DECKS 60PSF LATERAL WIND --- ---• -- EXPOSURE B; SS MPH SEISMIC SITE CLASS "D" itanignal EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 200011F. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1'4" BELOW ADJACENT EXTERIOR FINISHED GRADE. raMaaMACKMEWZI Pc = 2,500 PSI g 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE MW AMAXIMUM OF 6-3/4 GALLONS OF WATER PER 946 SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE I5 1 -1/2 INCHES. MAXIMUM SLUMP IS 41NCHES. AIL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUR DING CODE REQUIREMENTS FORK CONCRETE. ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE S/8 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET 014 CENTER UNLESS NOTED OTHERWISE ON THE PLANS. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 12 INCHES OF EACH END OF THE SILL PLATE. HOT DIPPED GALVANIZED FASTENERS SHALL CONFORM WITH ASTM STANDARD 153 AND HOT DIPPED GALVANIZED CONNNECTORS SHOULD CONFORM TO ASTM A653, CLASS G -I85. STAINLESS STEEL FASTENERS AND CONNECTORS SHOULD BE TYPE 304 OR 316. SIMPSON PRODUCT FINISHES 'CORRESPONDING TO THESE REQUIRMENT'S ARE ZMAX(HOT DIPPED GALVANIZED) AND SST300 (STAINLESS STEEL). ALL RE11851G STEEL SHALL BE PLACED IN CONFORMANCE WITH THE IIUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REIdFO:10ED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM GRADE 40 FOR 15 AND SMALLER AND GRADE 60 FORME AND LARGER. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A MINIMUM RADIUS OF �(Rt,AL. �il1d -4111. Pr 27.401V75% 4 tw /1a1 -e� °tt ,4Tf3.24vr V'AS+I++,. C mid vat- A .J, . t5,wr'S (212'`x• erl 41044.-7/4-/- tip ). a9 -521 4LC 51HC47aJ Alr.A %y, ,r fsl,/aJd de JJSNd AT' Au. 5ra /Q.dL. ,ATA -5. _• • MITCHELL ENGINEERING INC. 12 •521 • 168th Ave N E. .. Redmond WA 916152 6123' 141.15170 LAIroA L 11 .9141,.1 h1.1 ali'r. 11+ t 1) 13;A* 4- 56.w.1 - °g5>d f44 2 M Po11:r14rk 1= - 1 • ' i) p �T5 Za 1.05 ) k="S J 14 ?2 � c.•d .5 ,45c.r, +5u1rG (AS- - 1.05 1, 7 IrM 41G I.1+ T4J - . Ac -Tai- ( TE• s 1,,,.,J L-9.i. 44e 6.0i 2.) H • r TiEAL ACCILLEgATI-I b . *0'544r 43."1.541 4. �aTJaAI ski Ce4Fe, Sv9 rot 3. 5CL405 D / .) I -w 441 '1r1 4 rL'9at,`( "0', T 1LJ +' ALL' i ic") 1%. It 1:11-1,iit gra._ ,, tat.fiplamg.01,.141 5vtolig.F4. 2.3 G✓ 1j .4i 11ark9fdlAs C42 RR*. `4.0 i ' *.i9141- i••1e2o1IF r,;t -} rAeroIL - I=^ v•5 1,4 Ati1,41. !v5 bales . tJ.S>td.11h)I.ite,e'.r.J` (, cC 12,14 -0 FAr. I,54: 1.3E0 01< CJl d, S47a , 11I (2.21 . /)71. 1.9c. a I.vl+' (2/) , L a,21a D Ivy J(V \J I.It I,��l- /;r151: ,17t. Ir., 1, , troy- -Two 5T.e a 1"I'�' PROJECT ^' G,�,1y11et.1�lXr�.i 1HElt I. NO OF- PREPARED BY q FJ a -� �1 DATE 12772.111c' 1 SUBJECT 1!111 NO _- ---I 6 BAR DIAMETERS (1'4" MINIMUM). CORNER BARS (2' -0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED. ON THE DRAWINGS R1 DJFORCINO -STEEL SHALL I JANE TIME FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH CONCRETE EXPOSED TO EARTH OR WEATHER: N6 THROUGH HI8 BARS N5 BAR AND SMALLER CONCRETE NOT EXPOSED TO EARTH OR WEATHER: 614 AND 018 BARS 611 BAR AND SMALLER SLAB -ON -GRADE (FROM TOP SURFACE) 3INCIIES 2 INCHES 1-1/2 INCHES 1.1/2 INCHES 3/4 INCH 1 -1/2 INCHES nagaingklittingt ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER. LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NU'T'S AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PEA PRESERVATIVE TREATMENT NOTE ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW: 2X FLOOR JOIST 4X BEAMS 6X BEAMS COLUMNS LUMBER NOT NOTED FIEM FIR NZ- .- ..- ..- -• - -Fb °850 PSI DOUO•PI /LARCH #2---Fb- 815 PSI DOUO•FBULARCH N2. -• -Fc u875 PSI DOUG- FE/LARCH NI- - - -Fb= 1000 PSI HEM -FIR N2 - - - - -• Fb -850 PS1 MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL • HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS ALL HOLES SHALL BE NAILED, MACHINE BOLTS TO BE A -307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH 1 R.C. 602.3(1) AND R802.10 OR I.B.C. TABLE 2304.9.1 ALL BOLTS, WASHERS, NAILS, SCREWS, HANGERS AND FRAMING STRAPS THAT COME INTO CONTACT WITH ACQ TREATED LUMBER SHALL BE STAINLESS STEEL OR HOT - DIPPED GALVANIZED STEEL. SHEATHING SHALL BE E 3/4 INCH TONGUE & GROOVE, A P A RA )ED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR 1'0 SUPPORTS UNLESS NOTED OTHERWISE NAB WITH 8d COMMON NAILS AT 4 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BF GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. r 4►� 1 4 /4-- v`'-1-44i. /44/4 ISTiv. FIAT /iJ4c. /Awl Ak hrL:.77IY4. 1 ► J 40E4 4' ". '-//"/ 5/. 4s),J GJe1-1 Ga/s l r,.(I- 4) o -52) LL ENGG INC. 01.441_.....41 f44.. ,,2 4SF� 21 7315: � �Ala�- �q1,- _ � J WALL* . - I.,- I- ,PhJa&A.d5a 4`r' ;ll,1- ,h1,3 310 An' a 3511 rr-44 7g-C4-FR-P. "la,!3 4. : 2 °4rt 50151- : G100017 q�'= /1.04P 4. - 1A11:444 6.•Ji1e,4••• 6A4.14 id3 7821 • heath Ave. N. Rodnloid. WA 98052 • 64 ?5)747.150) I • �tiu.hs t2,,.I Mf . .3r9(Aw4i /31'. 79orFl ° -P.4 • 112- 311d)/ 5i'' 21 - /fr- P 4 PREPARED BY. A• :.DATE 11721 .1 PROJECT SUBJECT d C,a -ISrw. ,4 41. .HEEL ND 1)1 co-I -321 100 NO BOOF SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING SPAN RATING 32/16. INSTALLED WITH LONO DIMENSION ACROSS SUPPORTS PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL INTERMEDIATE EDGES WIH 8d NAILS 4 INCAS ON CENTER AND 10 INCHES ON CENTS PLYWOOD CLIP AT 48 INCHES ON CENTER. WALL SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING. SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS • •MINATEDT 1ML. RE1C LAMINATED TIMBER SHALL BE DOUGLAS-FIR/LARCH KIL DD T E GRADE COMBINATION 24F -V4 (11P2400 PSI) M STRESS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS BEAMS. A l T C CERTIFICATE OF CONFORMANCE REQUIRED. GLU -LAMS SHALL CONFORM TO A 1 T C STANDARDS ENGINEER FAMUCATOR BUILDING H D AR DETAILS TMENT FOR ADPPROVAL PRIER TOT . SPECIFICATIONS FABRICATION. PROVIDE DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT 014 TI IF. PLANS SHALL BE (2) 2X8 ALL • VERTICALLY LAMINATED BEAMS AND 1•EADERS SHALL BE SPLICED TOGETHER WITH 16d NAILS AT 6 INCHES ON CENTER )BARING WALL/NAM/4Q: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 DOUGLAS- FIULARCH 52 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINOS•4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS. SPICE LAMINATED COLUMNS 1'OGE TITER WITH 16d NAILS AT 12 INCHES ON CENTER PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE. A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2.16d NABS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 17 INCURS ON CENTER. LAP AND FACE. NAIL PLATES WITII 2 -)6d NAILS AT 11 ACl1 SPLICE. CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INC) TES FACE NAB BOTTOM PLATE TO WITH 2. 16d NAILS 541.00. `vA// /STUD. L1 f < lh7%- - -° ---- -- ... - -- Lll9itx• Aga/8141 /kJ/. /Zaol° N/14141 511�N�,1' lal 4f1 -521 MJ'TCILL ENGII" INC. 7821 - .168th Ave. N.E. Redmond. WA98052 14251 747 15011 GA ', tn. -21.50-R-4- Ql><.J�l� A - 45. 4 41,4/vas. L.(...IEIs- f -3 G ptaJ1.1 f o.}Z•- (v5d.4/ Is 2., rep• C/i Dt A 4 J+ +2.6,z 5'- 554/ /21.3'- Lr' Nil/11.5'2 '+ jy, • 1'203,111.1' (O`! bo'•• r = o o Y 1(:y 329./1,• ^ 40.4„1.4■. :09 1).111'2 Sad,. 4riu W{ /4•041.rc 12':.u. v7k1,441111. Lll: 124-L.4' Vry:� I9�2� 5.;fr ! 4'15r1?b7/i�• 927.,12475- c. >12 *rn IM/ 1 `r21.,12/24 4(M J'- 514. F1 40L 4w 1' 042, : . 3' t4: 7•St/244,a/1?:./23s4 .42. 54S- /A2 .: i/4'r(.') '5;,b/' 17(010 a 52,94P s ,tom/- 4'52 .6y,k. 2/�= /(41.1.,H2/2.10.* ?.t/d /L Zia WtoasitiS3tJ p 4 r533A.5.0 - 5A52s7 J' 471!72i./4i ,, /• .r /a } PREPARED BY DATE 12 PROTECT' SUBJECT 4:40 -4 G�1�,1t :1Fxs1 SN1- r NO r♦i9 OF _ SOH NU. c1 -521 TRUSSES SHALL HE PLANT FABRICATED OF DOUGLAS- F1R/LARCH OR HIEM•FIR, TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER ALL TRUSS PLATES AND CONNECTORS SHALL B I.0 :B.0. APPROVED VERIFY MECHANICAL UNIT LOADS .AND LOCATIONS - SUPPLIER AND FZIRNISH ADDITIONAL TRUSSES AS REQUIRED SUBMIT TRUSS SHOP DRAWINGS TO ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION 9Pt:cIALCONDmQNS,: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERDI/ SIZE AND LOCATION OF ALL OPENING IN THE FLOOR. ROOF AND WALLS WITHAL' THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. ZINGS. THE DETAILS NOT SHOWN. ARE TYPICAL AND SHALL BE USED FOR �351- �. IV// lark (Mk L•«i 4.01 / G,;1 •4 1.1,a77w -J- 521 CODE D DE CQMPLI N Ir I Shar Will Noted: 1. PI - 7/16 A.P.A. rated Plywood at OrismaNd Bawd Nod (O.S.B./ a nee aid) of W*II.. footnote A)� P2 - 7/16 A P.A. rated Plywood or Wanted Bawd Board (O.S.B.) on aadl skis of will. 2. For PI -3, PI- 2.12 -3, d P2 -2 shear wral S Luse 3z studs it adloraing pawl eases. Nailing d*N be strggaed > I B.C. Table 2306 4 1 3 Nails shall be Sd Common. (d ° .131 inch) 4 Where plywood is installed on both side of wall plywood j oints shall fall on separate studs each side. 5 All patlel edges backed with 2 -inch nominal t'ramillg for P I4 & P1 -4 shear waft. All piMil edges backed with 3 center @ at P1.3, P t -2• P2 -3, & P2 -2 shear walls. Install panels either horizontally or vertically. Spree nails @ imermcdiale wppoats.. galvanized Plate washers 6 AU anchor bolts shell be installed r with tlot dipped and mud plate m connections. 7 Refer to Inundation p)In for anchor bolt size, spacing tL ifiTCHELL E • RING INC. 7521 • 168th Mc A. I 4:5:• 74 r4z'{I Jai P 4 Ilr, s 111.41110 +�•4el oa W'/ K11I.". r 1 1J ' ? +14 CITEC PROJECT SUBJECT UK LA MAY .2:i2011 PERMIT CENTER SHEET NO. /J OF - 1115 No °% -'-; / *mita Witragitz4G iNCe 7821 • 168th Ave. 19.E R44mood. WA 91052 (4251747 ISO �Univ. "TvP A Q1 U-klI: rTts • • 17- • I• fi/Art TJ epiti ., �. YvALL 5n.lok S 014 i•IPI,,,l4flrJ.l. )-1(.d51.U4i9 [� W (2 V610 J W 444 . � tki 4 t 1kF1 t3 t lq trAri, M� 1 re' 1.1 • - �Tia -1 i62 •'- III.IIme PREPARED B'r //I// f' PROTECT DA'Z'E /2(2/ eT SUBJECT e-iN F 5H!°.rT NO /C° OF JIM NO C/ .-SZ / ItCHELL ENGINEERING INC. ,B•21. 161W Ave. t• - Redmond, WA 91052 44231747.1500: SHEET NO 2/ OF - Jog O. x•52/ 11I'CH1;f\�� tNC 'REPARED R: /ATE 782: • 16581 Ave N.H. R:,:nww. WA 95032 04231747.1300 cTr .J 4r2 PROJECT SUBJECT Sklar NO OF_ 1rvt Nil `�. /�. MITCHELL ENGINEERING INC. R ?i9::r: 5Y tea-. NALL ' I'E'AIJ •1.1 .:47th A.e VE R..dnond, 'AA r.1052 14115. 1 :1170 1t 27' 4v/ /21,4 41 11 4L J 41 °°I` , TA I'LM PRf)JECT 444 _ - SiCY i : 411 OF._ MITCHELL ENG ERI IG INC. •'8'1 16801 Ave NE Redmond. WA 98052 1425,747.1500 Fi- 2,e w) 519.14 � ,+PA0iiro :i AIJc1194 3o'oc PROJECT SUBJECT MITCHELL ENGn llwRll INC. PREPARED BY DATE 11 2 SHUT N�O,cT 22. C .OP IOJI NO. CI-52( 7831 • 11111 Ave. N.E. R :dmone WA 99452 1+2.5 ,47.1500 Dd ltdl1 Stud Ud..14,),J 1-A5r awJJ 1J1.IG KA,I Ivl Au. �wIWI -Ia.J r-Ja PROJECT 4x/-/ SHEET NO 2.7- OP SUD1140 1,40 NO ei -6 �1 MITCHELL ENGINEERING INC. pa�_J..1.�L �' !1 FEAT ': Im1:nAe NE Redro: nd. WA 9505: .: • - 4`..501. PREPARED BY DATF. /2 )V*.;• 2. �rirL1 PT 3 ,, pert d -r�1 A4 c)-1,44 . i 2'c c W,/ -41,4 W fPA-r-J. vv.4 �I -I�� aT-A; L, 44 PROJECT SUIDEC- 'MITCHELL ENGINEERING INC. PREPARED D1 _ DATE /2/2/ 3 si : \.• NT Red: J x4.6952 .' 13Y1 TJ1 PP')J e1-T MITCHELL ENGINEERING INC. PREPARED BY/ • i:f_ c9 -52! _-" 18-21 • 1 6 8 ( 0 Redmond. WA 96052 Id:S- 74••(504: PROieI'T 1'•M DATE- -�• ^- SCUIECT_ _._ 2.1 .1 ) ' UF aJ•511 MITCHELL ENGINEERING INC. '821 -168th As, NE Redmond. WA 98115: PREPARED R1 DATE PROJECT SUBJECT_ 1VIITCHELL ENGINEERING INC. PRFPARl:11 BY n 1,471, /2 kod T -44t,L 9 SHEi I Nil /1 OF _ JOR NO 521 121 • 1311hA.e N.E Redmond. WA J &)5: :.1 ' I OM PRUJEC cry 0J, MITCHELL ENGINEE '821 • 1 with Ave NE Re4mood, WA 911057 0425047.1500 'REPARED BY )ATE PROJECT 20 SHEET NOp _ OF- SUBJECT - JOB No J / S21 MITCHELL ENGINEERING INC. ,'ODE COMPLIANCE pity of Tukwila B . UILDIG DIVISION yi E1 NFU _ 11F_ SCOIE(:T ...H C:, eq -.2' i'CHELL ENGINEERING INC. /L�4 5g, $s PREPARED BY / p PROJECT DATE /22/ 09 SUBJECT 02,5 e -I 1.4465 S- .Ag. w4u. . 7821 • 1681h Ave N.E Redmond, WA 98052 f4251 7474800 �vo F TAO% -121 - I fRlth Ave NE. Redmond. WA 98052 14251741-1500 411 fCHELL ENGINEERING INC. " bO-3SS 41,./ SHEET NOp `2 l OF _ JOB NO QQ -521 PREPARED BY DATE Si-1• I. NO OF _ R -52/ 782t • 16804 Ave N.E. Redmond. WA 98052 (425) 747.1500 Tt= 7I, G1,4r>04 rig,44 -moss d6511-1.4,a! d 741. Tic ►� ity1.4L=1 1•Jar kb 061 cal 1•ti1. �>•I4 Tia4465 .1/ J It:Ywadd I44►t1ac! w /.4do � 4 *Weld 64T�l -.1,� ti6c. Z1441 V AU. 12/21/09 A650240 6 77 4 4114/ Talus RECEIVE CITY OF TUK LA ud� tuau. 4PLMAY :2 ;s 2011 PROTECT SUBJECT 6 I C�lsr r,�l PERMIT CENTER Not S bledv-\ CsNr%-s-kt Q l .. . -k c)cscrA a COLEGROVES ACRE TRS LOT 3 OF TUKWILA SHORT PLAT #L06 -006 REC 20000529900020 SD SP BEING LOT 3 BLK 1 OF SD PLAT \ e _ MAY .2 `o 2011 PERMIT CENTER MON. IN CASE -STA 10 +00 IBM EL =117.58 SAWCUT LINE, TYP. PER DETAIL B FULL WIDTH PATCH PER CITY STANDARDS SSMH #1: STA 6 +82.28, 6.02'R RIM -122.1 IE(IN) •114.1 IE(OUT)-114.O FlELD VERIFY EX STA 6+72.85 �< CL 20' DRIVEWAY CUTS' PER TUKWILA SIDS RS-8 12 REMOVE EXISTING CURB CUT AND RESTORE CURB AND GUTTER SIDEWALK PER TUKWILA STANDARDS. 2- 3/4 " :: WATER S PER KCWD .1125 STDS, EX SIDEWALK EX CURB_ & GUTTER EXIST HYDRANT 33 ELF 8 "RVG /.r 013.3% Ti. 1604000 . % MOUSE ' re UTILITIE5,,EASEMENT O:3' i• - S88'49'U8.".E S • 139TH ST N88'34'08 "W 558,50'(C) - 556.01'(P) T1. ;(7O400CD;> ro4JOOH .278.93'(C) 192.92' CONCRETE 7 RETiLINING r;AI.L '11:'2` ;Oua11 GRAPHIC SCALE o '? I T LIMITED INFILTRATION DRYWELL OR OTHER SMALL SITE BMP. DESIGN W/ BLDG PEFAIIT'2G 2 .._.� �,3�(:.- 2 b ).' SS._... '1 � .t. . •: , (, 1,•":`•.:•'' . . " ` e .lr ;.,.. Imo% (. • FRONT \ 1 ' B:S,B,L. -I " 1 / R LOT 3\ SS 48 !'1 SE W STA -76€2 , •,giti51>R -- -- -• I SERVICE, TYP r _ RIM =124,6 �' I. ,. --- ,.130.._ ___.1•. 6,802 SF ,Font) = :116s LOT/ W 1 AE(OUT) -118,5 ' ASPHACIT TO BE REMOV. Q f : • I In HE REMOVED -:,4,: . • - . 3.1'WALL,_Aa1 SIDE -1.I;'FENC:; ASP, AL T ^Y )OQ:00'�lr�' -I f- p I J�,.� � 92.85' 1...157" ":17 " 7 - rN88 49'05 "W •; 192.85' r 7•, ---= -- ..8B -Tl..7.7,7777/777 �. 77/ Vii' j`'.'• \'_ , . . • RFMOV • - • CQN ETE ; /� 20 ...... . i .` •�••a4� Viµ.. STA 542 :48 CL 20' DRIVEWAY CUT PER TUKWILA STDS RS -8 MATCH EXIST 01 P1 P/L 20:x40 PARKING AAA ' J 4N Cg 1'. I., TYPE HI Iz1 CEI / j ^ . :..._ . '. . N88'S6•'�37'IM •:191 75. .:.... . "LW 4vg.... 1 213. 'lti) I..� GARAGE / /. HOUSE Df,LOCAT EXIST SIDE R`', W6X16NE E 'BUILDING-SITE. 1- LOT .1 14,459 SF 10'. REAR.. • TYP. ti.. r lt)E I.';1 I f :NCE i -122 ( IN FEET ) t inch - 20 ft. 2.7%I.93'(C:) \/ N88'49'08 "W 342.93' �z. 278.93'(C) U 0 m 0. 0 • ai DRAINAGE NOTES: (1) PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY OF TUKWILA PRIOR TO THE PRECONSTRUCTION MEETING. `7- 02.3(11). TH SR PREPARED SHALL INCLUDELEVELING AND COM ACTING THET ENCH BOTTOM, THE TOP OF ACCORDANCE THE WITH WSDOT FOUNDATION MATERIAL, AND ANY REQUIRED PIPE BEDDING TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. :(3) STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #2, OR BETTER, INSIDE AND OUTSIDE CITY OF TUKWILA DESIGN AND CONSTRUCTION STANDARDS.. (4) ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY. OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION /DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. (5) ALL CATCH BASIN GRATES SHALL CONFORM TO CITY OF TUKWILA .DEVELOPMENT AND CONSTRUCTION STANDARDS, WHICH INCLUDES THE STAMPING "OUTFALL TO STREAM, DUMP NO POLLUTANTS ". (6) ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF TUKWILA RIGHT -OF -WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE TO THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE. (7) ROCK FOR EROSION PROTECTION OF, ROADWAY DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICAITON: 4'- 8 740 % -70% PASSING; 2 " -4" ROCK /30 % -40% PASSING; AN D -2" ROOK /10 % -20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA DEVELOPMENT AND CONSTRUCTION STANDARDS. (8) DRAINAGE OUTLETS (STAB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS Appanyvn FOR iNFILTRATION BY CITY OF TUKWILA. STUB-OUTS SHALL CONFORM TO THE FOLLOWING: 171‘140.VEDTOR-14-111-_TliATI01:1-BY-Clis? -0'F' TUKWILA. STUB-OUTS SHALL CONFORM TO THE FOLLOWING-. A) EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS. AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO REI,NDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE- FLOWING, POSITIVE DRAINAGE. TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B) OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2 "X4 STAKE MAI.XED "STORM" OR "DRAIN." THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE AND BE SECURED TO 1I iE STAKE. C) PIPE MATERIAL .SHALL CONFORM TO .UNDERDRAIN SPECIFICATIONS DESCRIBED IN CITY OF TUKWILA DEVELOPMENT AND CONSTRUCTION STANDARDS AND, IF N0III- N,ETALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION; D) DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEM DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E) THE APPLICANT /CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F) ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. (9) STORM DRAINAGE PIPE SHALL BE AIR ' ESTABLE PER WSDOT STANDARD SPEC 7 -04.3. UTILITY NOTES: 1. ALL TRENCH EXCAVATION, OPERATIONS SHALL MEET OR EXCEED ALL ARQLICABLE SHORING LAWS FOR TRENCHES. ALL TRENCH SAFETY SYSTEMS SHALL MEET WWSHA REQUIREMENTS 2. PLACE POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES IN A TRENCH -Wilt A 5 -FOOT MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS AFTER ASPHALT PAVING. • PAVEMENT RESTORATION NOTES; 1. COMPACT BACKFILL TO COMPACTION OF UNDISTURBED GROUND OR COMPACT BACKFILL TO MEET CITY STANDARDS. "',0"°"'"--- , RESTORE-- PAVEMENT TO ITS ORIGINAL CONDITION IMMEDIATELY FOLLOWING BACKFILLING OR WHEN CONCRETE IS CURRED. Ef� ��� XCEPT FOR WINTER OR OTHER WEATHER CONDITIONS WHICH PREVENT PAVING, RESURFACING, OR FACILITY _ _ _ _ _ _ 278 ® PL�AICEMENT N88'56'37 W 342.78' - PL1e `� '8tJ OTHERPSTREETSRWITHINA70CAL NDARLDAYSR STREET WITHIN 3 CALENDAR DAYS. 278.77'((:) . " '''r''1l1�► /"nil FOR WORK PREVENTED DUE TO WEAThhER; 1i ,:: if • PROVIDE A TEMPORARY PATCH. • PROVIDE A CONSTRUCTION SCHEDULE. ADDRESSING MEANS AND METHODS TO MINIMIZE TRAFFIC DISRUPTION AND TO a 1 :1 :: :l;rua.i COMPLETE WORK AS QUICKLY AS POSSIBLE. r 0 U 8907'00" (c)(P) -- 3' 22' EASEMENT 20' ASPHALT THICKENED EDGE PER KCRS DWG. NO. 1 -011 EASEMENT 1.5" CSTC- 2" CLASS B ACP -\ .2.5" .CSBC 2% an9lNLd3iii2i i•_i!i• ✓mss ��! itw,...a: ra. :t•R ose iLi' -i"S•r zvi ccoo •IiL "i!•l da,l. ` 7�1��: 5•. lr :��l!i•i!s!iiB!i! :t:#:RS4EiliS 'II 1-.1 if: PRIVATE ACCESS DRIVE NOT TO SCALE \nihtn \AWa \00610,401L, IN • COMPACTED SUSGRADE ADDITIONAL TREATMENT MAY BE REQUIRED N89'19'08 "W 55659'(C) - 555.80'(P) S 142TH ST MATCH EXIST SAWCUT UNE EXISTING ASPHALT - PAVEMENI Gity of Tukwila _BUILDING DIVISION WIDTH OF RESTORATION ASPHALT CONCRETE OR BITUMINOUS PLANT MIX <) EXISTING EARTH-1 OR GRANULAR BA.E 5/8" NINUS COMPACTED CRUSHED ROCK UNLESS OTHERMSE ORDERED BY THE CITY REPLACEMENT PATCH 150% OF EXISTING ASPHALT DEPTH H--- TRENCH WIDTH SAWCUT LINE EXISTING ASPHALT PAVEMENT NOTES: 1. ALL WORK TO CONFORM. TO THE CURRENT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. A MINIMUM OF A ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS. 3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE REQUIRED IN CASES OF RECENT PAVEMENT OVERLAY, OR AS DIRECTED BY THE CITY ENGINEER. FLEXIBLE PAVEMENT PATCHING DETAIL NOT TO SCALE EARTHWORK QUANTITIES CUT(CY) FILL(CY) • 20:x40 PARKING AAA ' J 4N Cg 1'. I., TYPE HI Iz1 CEI / j ^ . :..._ . '. . N88'S6•'�37'IM •:191 75. .:.... . "LW 4vg.... 1 213. 'lti) I..� GARAGE / /. HOUSE Df,LOCAT EXIST SIDE R`', W6X16NE E 'BUILDING-SITE. 1- LOT .1 14,459 SF 10'. REAR.. • TYP. ti.. r lt)E I.';1 I f :NCE i -122 ( IN FEET ) t inch - 20 ft. 2.7%I.93'(C:) \/ N88'49'08 "W 342.93' �z. 278.93'(C) U 0 m 0. 0 • ai DRAINAGE NOTES: (1) PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY OF TUKWILA PRIOR TO THE PRECONSTRUCTION MEETING. `7- 02.3(11). TH SR PREPARED SHALL INCLUDELEVELING AND COM ACTING THET ENCH BOTTOM, THE TOP OF ACCORDANCE THE WITH WSDOT FOUNDATION MATERIAL, AND ANY REQUIRED PIPE BEDDING TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. :(3) STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #2, OR BETTER, INSIDE AND OUTSIDE CITY OF TUKWILA DESIGN AND CONSTRUCTION STANDARDS.. (4) ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY. OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION /DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. (5) ALL CATCH BASIN GRATES SHALL CONFORM TO CITY OF TUKWILA .DEVELOPMENT AND CONSTRUCTION STANDARDS, WHICH INCLUDES THE STAMPING "OUTFALL TO STREAM, DUMP NO POLLUTANTS ". (6) ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF TUKWILA RIGHT -OF -WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE TO THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE. (7) ROCK FOR EROSION PROTECTION OF, ROADWAY DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICAITON: 4'- 8 740 % -70% PASSING; 2 " -4" ROCK /30 % -40% PASSING; AN D -2" ROOK /10 % -20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA DEVELOPMENT AND CONSTRUCTION STANDARDS. (8) DRAINAGE OUTLETS (STAB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS Appanyvn FOR iNFILTRATION BY CITY OF TUKWILA. STUB-OUTS SHALL CONFORM TO THE FOLLOWING: 171‘140.VEDTOR-14-111-_TliATI01:1-BY-Clis? -0'F' TUKWILA. STUB-OUTS SHALL CONFORM TO THE FOLLOWING-. A) EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS. AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO REI,NDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE- FLOWING, POSITIVE DRAINAGE. TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B) OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2 "X4 STAKE MAI.XED "STORM" OR "DRAIN." THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE AND BE SECURED TO 1I iE STAKE. C) PIPE MATERIAL .SHALL CONFORM TO .UNDERDRAIN SPECIFICATIONS DESCRIBED IN CITY OF TUKWILA DEVELOPMENT AND CONSTRUCTION STANDARDS AND, IF N0III- N,ETALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION; D) DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEM DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E) THE APPLICANT /CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F) ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. (9) STORM DRAINAGE PIPE SHALL BE AIR ' ESTABLE PER WSDOT STANDARD SPEC 7 -04.3. UTILITY NOTES: 1. ALL TRENCH EXCAVATION, OPERATIONS SHALL MEET OR EXCEED ALL ARQLICABLE SHORING LAWS FOR TRENCHES. ALL TRENCH SAFETY SYSTEMS SHALL MEET WWSHA REQUIREMENTS 2. PLACE POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES IN A TRENCH -Wilt A 5 -FOOT MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS AFTER ASPHALT PAVING. • PAVEMENT RESTORATION NOTES; 1. COMPACT BACKFILL TO COMPACTION OF UNDISTURBED GROUND OR COMPACT BACKFILL TO MEET CITY STANDARDS. "',0"°"'"--- , RESTORE-- PAVEMENT TO ITS ORIGINAL CONDITION IMMEDIATELY FOLLOWING BACKFILLING OR WHEN CONCRETE IS CURRED. Ef� ��� XCEPT FOR WINTER OR OTHER WEATHER CONDITIONS WHICH PREVENT PAVING, RESURFACING, OR FACILITY _ _ _ _ _ _ 278 ® PL�AICEMENT N88'56'37 W 342.78' - PL1e `� '8tJ OTHERPSTREETSRWITHINA70CAL NDARLDAYSR STREET WITHIN 3 CALENDAR DAYS. 278.77'((:) . " '''r''1l1�► /"nil FOR WORK PREVENTED DUE TO WEAThhER; 1i ,:: if • PROVIDE A TEMPORARY PATCH. • PROVIDE A CONSTRUCTION SCHEDULE. ADDRESSING MEANS AND METHODS TO MINIMIZE TRAFFIC DISRUPTION AND TO a 1 :1 :: :l;rua.i COMPLETE WORK AS QUICKLY AS POSSIBLE. r 0 U 8907'00" (c)(P) -- 3' 22' EASEMENT 20' ASPHALT THICKENED EDGE PER KCRS DWG. NO. 1 -011 EASEMENT 1.5" CSTC- 2" CLASS B ACP -\ .2.5" .CSBC 2% an9lNLd3iii2i i•_i!i• ✓mss ��! itw,...a: ra. :t•R ose iLi' -i"S•r zvi ccoo •IiL "i!•l da,l. ` 7�1��: 5•. lr :��l!i•i!s!iiB!i! :t:#:RS4EiliS 'II 1-.1 if: PRIVATE ACCESS DRIVE NOT TO SCALE \nihtn \AWa \00610,401L, IN • COMPACTED SUSGRADE ADDITIONAL TREATMENT MAY BE REQUIRED N89'19'08 "W 55659'(C) - 555.80'(P) S 142TH ST MATCH EXIST SAWCUT UNE EXISTING ASPHALT - PAVEMENI Gity of Tukwila _BUILDING DIVISION WIDTH OF RESTORATION ASPHALT CONCRETE OR BITUMINOUS PLANT MIX <) EXISTING EARTH-1 OR GRANULAR BA.E 5/8" NINUS COMPACTED CRUSHED ROCK UNLESS OTHERMSE ORDERED BY THE CITY REPLACEMENT PATCH 150% OF EXISTING ASPHALT DEPTH H--- TRENCH WIDTH SAWCUT LINE EXISTING ASPHALT PAVEMENT NOTES: 1. ALL WORK TO CONFORM. TO THE CURRENT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. A MINIMUM OF A ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS. 3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE REQUIRED IN CASES OF RECENT PAVEMENT OVERLAY, OR AS DIRECTED BY THE CITY ENGINEER. FLEXIBLE PAVEMENT PATCHING DETAIL NOT TO SCALE EARTHWORK QUANTITIES CUT(CY) FILL(CY) NET(CY) METHOD 250 250 0 AVERAGE END NOTE: THE ABOVE QUANTITIES ARE FOR PERMITTING PROCESS ONLY AND ARE NOT INTENDED FOR BIDDING PURPOSES. THESE QUANTITIES DO NOT ACCOUNT FOR COMPACTION, UNSUITABLE MATERIALS OR SUB -GRADE CUTS. RECEIVE,: CITY OF TUI LA MAY .2 2011 PERK] CENTER Z4/0/ DUNCANSON riN LI Company, Inc. 145 SW 1SSth Street, Suite 102 Seattle Washington 98166. Phone : :206.244.4141 Fax 206.244.4433 . .. r m U V) z 0 W c1- J DESCRIPTION c3 0 REVISED PER 'COMMENTS zz DRAWN: . KCF. DCI NO: 05510 DATE: 7/24/06 EKPIRE 7 -3 -07 C1.3 3 OF 3 SHEETS