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Home My WebLink AboutPermit D13-292 - DOAK HOMES - LOT 5 - NEW SINGLE FAMILY RESIDENCEDOAK HOMES LOT 5 5002 S 122 LN D13-292 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite N100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: hittp://wwvi.TukwilaWA.eov 0179001859 5002 5 122 LN Project Name: DOAK HOMES, LOT 5 COMBOSFR PERMIT Permit Number: D13-292 Issue Date: 5/5/2014 Permit Expires On: 12/20/2014 Owner: Name: Address; Contact Person: Narrbe: Address: Contractor: Name: Address; License No: Lender: Name: Address: DOAK HOMES INC 11812 26TH AVE SW , BURIEN, WA, 98146 DARRYL DOAK JR 11812 26 AV SW , BURIEN, WA, 98146 DOAK HOMES INC. 11812 26 AV SW , SEATTLE, WA, 98146 DOAKHI•092NZ SELF FUNDED - DOAK HOMES INC r 1 J Phone: (206) 403-3611 Phone: (206) 246-6587 Expiration Date: 8/13/2015 DESCRIPTION OF WORK: CONSTRUCTION OF 1500 SF SFR WITH ATTACHED 420 SF GARAGE AND 50 SF COVERED DECK. PUBLIC WORKS ACTIVIES INCLUDE: TESC, LAND ALTERING, WATER SERVICE W/METER, SANITARY SIDE SEWER, STORM DRAINAGE INCL. INFILTRATION, AND UNDERGROUNDING OF POWER. TRANSPORTATION IMPACT FEE. TRAFFIC CONCURRENCY TEST FEE PAID UNDER PW10-142 / C11-004. Project Valuation: 5209,493.10 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construc-tion: V -B Fees Collected: 542,583.45 Occupancy per IBC: R-3 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov COMBOSFR PERMIT Parcel No: 0179001859 Permit Number: D13-292 Address: 5002 S 122 LN Issue Date: 5/5/2014 Permit Expires On: 11/1/2014 Project Name: DOAK HOMES, LOT 5 Owner: Name: DOAK HOMES INC Address: 11812 26TH AVE SW , BURIEN, WA, 98146 Contact Person: Name: DARRYL DOAK JR Address: 11812 26 AV SW , BURIEN, WA, 98146 Contractor: Name: DOAK HOMES INC. Address: 11812 26 AV SW , SEATTLE, WA, 98146 License No: DOAKHI*092NZ Lender: Name: SELF FUNDED - DOAK HOMES INC Address: I/ / Phone: (206) 403-3611 Phone: (206) 246-6587 Expiration Date: 8/13/2015 DESCRIPTION OF WORK: CONSTRUCTION OF 1500 SF SFR WITH ATTACHED 420 SF GARAGE AND 50 SF COVERED DECK. PUBLIC WORKS ACTIVIES INCLUDE: TESC, LAND ALTERING, WATER SERVICE W/METER, SANITARY SIDE SEWER, STORM DRAINAGE INCL. INFILTRATION, AND UNDERGROUNDING OF POWER. TRANSPORTATION IMPACT FEE. TRAFFIC CONCURRENCY TEST FEE PAID UNDER PW10-142 / C11-004. Project Valuation: $209,493.10 Type of Fire Protection: Sprinklers: YES Fire Alarm: NO Fees Collected: $42,583.45 Type of Construction: V -B Occupancy per IBC: R-3 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: • • Internations Building Code Edition: 2012 International Fuel Gas Code: 2012 International Residential Code Edition: 2012 WA Cities Electrical Code: 2012 International Mechanical Code Edition: 2012 WA State Energy Code: 2012 Uniform Plumbing Code Edition: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: 0 0 0 0 0 Volumes: Cut: 40 Fill: 20 0 Number: 0 0 0 Yes Permit Center Authorized Signature: I hearby certify that I have read and AS� Date: ned this permit and know the same to be true and correct. All provisions of law and ordinances goverhii'g 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. ee% Signature: \�N�f !t/ Date �— a/,/y Print Name: �)At+y�E �� This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PLANNING DEPARTMENT CONDITIONS*** 2: HOME CONSTRUCTION MUST MEET ALL REQUIREMENTS OF THE SETTLEMENT AGREEMENT, AS AMENDED, BETWEEN DOAK HOMES AND THE CITY OF TUKWILA. 3: ***FIRE DEPARTMENT CONDITIONS*** 4: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 5: 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) 6: Fire apparatus access roads "Fire Lanes" shall be identified by painting the curb yellow and a four inch wide line and block letters 18 inches high, painted in the lane, at fifty foot intervals, stating, "FIRE LANE NO PARKING", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING", and painting the curb. Signs shall be posted on or immediately next to the curb line or on the building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City Ordinance #2047) 7: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 8: Maximum grade for all projects is 15%. 9: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 10: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 11: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 12: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** 13: Contractor shall notify Public Works Inspector Mr. Dave Stuckle at (206) 433-0179 of commencement and completion of work at least 24 hours in advance. 14: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 15: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 16: Any material spilled onto any street shall be cleaned up immediately. 17: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 18: 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. 19: The Land Altering Permit Fee is based upon an estimated 40 cubic yards of cut and 20 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 20: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 21: 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. 22: ***BUILDING PERMIT CONDITIONS*** 23: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 24: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 25: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 26: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 27: All wood to remain in placed concrete shall be treated wood. • 28: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4 -inches shall be maintained above the controls with the strapping. 29: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 0610 ENERGY EFF CERT 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 2000 GAS PIPING FINAL 0606 GLAZING 8004 GROUNDWORK 5040 LAND ALTERING 0502 LATH & GYPSUM 1800 MECHANICAL FINAL 0609 PIPE/DUCT INSULATION 1500 PLANNING FINAL 1900 PLUMBING FINAL 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 9002 ROUGH -IN GAS PIPING 0701 ROUGH -IN MECHANICAL 8005 ROUGH -IN PLUMBING 5070 SANITARY SIDE SEWER 5090 STORM DRAINAGE 0412 UNDERFLOOR FRAMING 9001 UNDERGROUND 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR 5130 WATER METER - PERM CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 htm://www.TukwilaWA.gov Combination Permit No. Project No.: Date Application Accepted: Date Application Expires: (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** SITE LOCATION King Co Assessor's Tax No.: 0179001859 Site Address: 5002 S 122nd Lane Tukwila, WA 98178 PROPERTY OWNER Name: Darryl Doak JR Name: Doak Homes INC City: Burien State: WA Zip: 98146 Address: 11812 26th Ave SW Email: doakhomes@gmail.com City: Burien State: WA Zip: 98146 CONTACT PERSON — person receiving all project communication Name: Darryl Doak JR Address: 11812 26th Ave SW City: Burien State: WA Zip: 98146 Phone: (206) 403-3611 Fax: (206) 246-5991 Email: doakhomes@gmail.com GENERAL CONTRACTOR INFORMATION Company Name: Doak Homes INC Address: 11812 26th Ave SW City: Burien State: WA Zip: 98146 Phone: (206) 246-6587 Fax: (206) 246-5991 Contr Reg No.: DOAKHI*092NZ Exp Date: 08/13 Tukwila Business License No.: BUS1.00696 tin ARCHITECT OF RECORD Company Name: Land Development Consultants Company Name: James Anderson Design City: State: Zip: Architect Name: Cathy Anderson Address: 19626 76th Ave W. Ste. A Zip: 98072 City: Lynnwood State: WA Zip: 98036 Phone: (425) 776-6766 Fax: Email: archimama@msn.com ENGINEER OF RECORD Company Name: Land Development Consultants Engineer Name: Tim Schriever City: State: Zip: Address: 14525 148th Ave NE City: Woodinville State: WA Zip: 98072 Phone:(206) 669-5218 Fax: Email: t@civilsiteplan.com LENDER/BOND ISSUED (required for projects $5,000 or, greater per RCW 19.27.095) Name: N/A - Self funded by Doak Homes INC Address: City: State: Zip: H:\Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11. docx Revised: August 2011 bh Page 1 of 4 • PROJECT INFORMATION — Valuation of project (contractor's bid price): $ 170,000.00 Scope of work (please provide detailed information): Construction of a 1500 SF single family home with 420 SF garage. DETAILED BUILDINGINFORAMTION — 1 ` PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement Ist floor 958 rd floor 542 Garage !I carport ■ 420 Deck — covered !A uncovered • 50 Total square footage 1,970 Per City of Tukwila Ordinance No. 2327, all new single family homes are required to have an automatic fire sprinkler system installed in the home. Please contact the Tukwila Fire Department for more information at 206-575-4407. EQUIPMENT AND FIXTURES — INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: Value of mechanical work $ 4,000.00 1 1 furnace <100k btu thermostat emergency generator 1 appliance vent wood/gas stove 1 fuel type: ❑ electric ® gas ventilation fan connected to single duct water heater (electric) 3 other mechanical equipment PLUMBING: Value of plumbing/gas piping work $ 7,000.00 2 1 4 bathtub (or bath/shower combo) dishwasher lavatory (bathroom sink) 1 water heater (gas) 1 bidet floor drain sink lawn sprinkler system H:\Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh 1 3 clothes washer shower water closet 4 gas piping outlets Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — Scope of work (please provide detailed information): Provide land altering, hookup of water service, sewer & storm drainage to a new signal family home. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WATER DISTRICT Z ...Tukwila ❑ ... Water District #125 ❑ ...Letter of water availability provided SEWER DISTRICT Z ...Tukwila ❑ ...Sewer use certificate ❑ .. Highline ❑ ...Valley View ❑ .. Renton ❑ ...Letter of sewer availability provided ❑ .. Renton ❑ .. Seattle 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): Z ...Civil Plans (Maximum Paper Size — 22" X 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Hold Harmless — (SAO) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) 0 .. Maintenance Agreement(s) 0 ...Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): 0 ...Right -Of -Way Use - Potential disturbance m .. Construction/Excavation/Fill - Right -of -Way... 0 -or- Non Right -of -Way.. Z ...Total Cut 40 Cubic Yards 0 .. Work In Flood Zone Z ...Total Fill 20 Cubic Yards m .. Storm Drainage Z ...Sanitary Side Sewer 0 ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ .. Abandon Septic Tank ® .. Trench Excavation ❑ .. Curb Cut m .. Utility Undergrounding ❑ .. Pavement Cut ❑ .. Backflow Prevention - Fire Protection 0 .. Looped Fire Line Irrigation Domestic Water Z ...Permanent Water Meter Size 3/4 " WO # 0 ...Residential Fire Meter Size " WO # 0 ...Deduct Water Meter Size 0 ...Temporary Water Meter Size " WO # 0 ...Sewer Main Extension Public 0 - or - Private ❑ ❑...Water Main Extension Public ❑ - or - Private ❑ FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line number of public fire hydrant(s) ❑ ...water ❑ ...sewer 0 ...sewage treatment MONTHLY SERVICE BILLING TO: Name: Day Telephone: Mailing Address: City State Zip WATER METER REFUND/BILLING: Name: Day Telephone: Mailing Address: City State Zip H:\Applications\Forms-Applications On Line\2011 Applications \Combination Permit Application Revised 8-9-11. docx Revised: August 2011 bh Page 3 of 4 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. PROPERT Signature: OR AU' ' . ' ZED AG Date: c'//I/i 7 Print Name: Darryl Doak JR Day Telephone: (206) 403-3611 Mailing Address: 11812 26th Ave SW H:\Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Burien WA 98146 City State Zip Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME :Z -a 2- 1?? `-1-`4/ r l . b O j< i-/ p pie. S t T s) If you do not provide contractor bid or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. PERMIT # lD / 3 Z 9 2 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement categor Mobilization titC� Erosion prevention A 2C) Water/Sewer/Surface Water 1 5`Z3z� Road/Parking/Access 14, 1, 07 A. Total Improvements It' 2 r .7a% 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. 513 C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) $250 (1) 5. Enter total excavation volume cubic yards Enter total fill volume w cubic yards $ *67,5 Use the following table to estimate the grading plan review fee. Use the reater of the excavation and fill volumes. (4) RECEIVED CITY OF TUKw QUANTITY IN CUBIC RATE SEP EP 1 Up to 50 CY Free 51 — 100 $23.50 PERMIT ( 101 — 1,000 $37.00 1,001 - 10,000 $49.25 10,001 - 100,000 $49.25 for 1s' 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for lsr 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1s1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees 1 2013 ENTER $ (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 31-7 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 03.27.13 P2i2 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) 7. Pavement Mitigation Fee $ Co') " (6) $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee 0..3v 1 ?'Giading Permit Fees are calculated using the following table. Use R •the greater of the excavation and fill volumes from Item 5. $ 2 3 ' (8) QUANTITY IN CUBIC YARDS RATE ' ♦ ' 50 or less $23.50 51 —100 $37.00 101— 1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for ls` 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the Is` 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 Last Revised 03.27.13 .a • 2 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* t Cd�S �itA� * Refer to the Water Meter Fees in Bulletin Al Total A through E G 14*(6 — ALC. i ,ei,.J66 $ lo 30 (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ , B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ 53 D. Allentown/Foster Pt Water (Ord 2177) $ `'1 `6`�'Co -- E. Allentown/Foster Pt Sewer (Ord 2177) $ 1 g oor, F. Special Connection (TMC Title 14) $ G. Duwamish $ $ H. Transportation Mitigation $ /�O 13(3-- I. Other Fees $ Total A through I $ 20i9 3 ► o - (10) DUE WHEN PERMIT IS ISSUED ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2013 -12.31.2013 Total Fee 0.75 $625 $6005 $6630 1 $1125 $15,012.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 $48,040 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 03.27.13 Temporary Meter 0.75" $300 2.5" $1,500 3 I%/ Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $65.00 D13-292 Address: 5002 S 122 LN Apn: 0179001859 $65.00 DEVELOPMENT $65.00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R2936 R000.345.830.00.00 1.00 $65.00 $65.00 Date Paid: Tuesday, August 26, 2014 Paid By: DOAK HOMES INC Pay Method: CHECK 6835 Printed: Tuesday, August 26, 2014 10:55 AM 1 of 1 s (0, _1905 Cash Register Receipt City of Tukwila Receipt Number R2033 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY I PAID $40,752.51 D13-292 Address: 5002 S 122 LN Apn: 0179001859 $40,752.51 0.75 INCH $6,630.00 CONNECTION CHARGE R401.379.002.00.00 $60.00 METER/INSTALL DEPOSIT B401.245.100 $490.00 WATER METER PLAN REVIEW R000.345.830.00.00 $10.00 WATER METER INSPECTION R401.342.400.00.00 $15.00 WATER TURN -ON FEE R401.343.405.00.00 $50.00 CASCADE WATER ALLIANCE 6640.237.500 $6,005.00 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 $922.00 PARK R104.345.851.00.00 $1,426.00 Mechanical Fee - new const $189.00 Mechanical Fee - new const R000.322.100.00.00 $189.00 Permit Fee $2,327.60 Permit Fee R000.322.100.00.00 $2,327.60 PERMIT ISSUANCE/INSPECTION FEE $67.50 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 $67.50 Plumbing/Gas piping permit fee $252.00 Plumbing/Gas piping permit fee R000.322.100.00.00 $252.00 PUBLIC WORKS $1,013.88 TRAFFIC IMPACT FEE R104.345.840.00.00 $1,013.88 PW LAND ALT PERMIT FEE $23.50 PW LAND ALT PERMIT FEE R000.342.400.00.00 $23.50 SEWER - ALLENTOWN/RYAN $18,000.00 SEWER - ALLENTOWN/RYAN R402.379.004.00.00 $18,000.00 STATE BUILDING SURCHARGE $4.50 STATE BUILDING SURCHARGE B640.237.114 $4.50 WATER - ALLENTOWN/RYAN $9,896.53 WATER - ALLENTOWN/RYAN TOTAL FEES PAID BY RECEIPT: R2033 R401.379.004.00.00 $9,896.53 $40,752.51 Date Paid: Monday, May 05, 2014 Paid By: DOAK HOMES INC Pay Method: CHECK 6805 Printed: Monday, May 05, 2014 3:41 PM 1 of 1 r t. City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 0179001859 Address: 5002 S 122 LN TUKW Suite No: Applicant: DOAK HOMES, LOT 5 RECEIPT Permit Number: D13-292 Status: PENDING Applied Date: 09/11/2013 Issue Date: Receipt No.: R13-02603 Payment Amount: $1,830.94 Initials: JEM Payment Date: 09/11/2013 02:13 PM User ID: 1165 Balance: $2,864.60 Payee: DOAK HOMES, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 6736 1,830.94 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW 000.345.830 000.322.100 000.345.830 Total: $1,830.94 1,512.94 250.00 68.00 inr Receipt-f1R Dri..Le.l• /ICI 4 4 on 4,1 INSPECTION RECORD Retain a copy with permit INSPECTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Bivd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 Dia -'LIZ 'Project: , K 14---,) e S �o A. ---K- Type Inspection: t, i U � r .. 1 . R, /JA -L, Addr s: Date Called: Special Instructions: / Date Wanted: 2.6, f f p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS; Inspect Date: - REINSPECTION FEE REQUIRED. Prior to next inspection. Fee must be - paid at 6300 Southcenter Blvd.. Suite 100. Cali 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) 438-9350 Project: -p, i) � M 1h.) s Typt,qf Inspection;C�, 1... ESu c(>. Address: 00 Z:- 17,7 _L-ti1 Date Called: Special Instructions: Dateate Wanted:a.m. / I- Z5 — l 4.---p.al 1kequester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: ;I A(..- r pct 11t I) JT r; ) r ro /- Inspector: `-- „/„.1 Date: REINSPECTION. FEE REQUIRED. Prior to next inspection. Fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. It -15 INSPECTION RECORD Retain a copy with permit D1�-2 2 INSPECTION N0. PERMIT NO. AA - CITY OF TUKWILA BUILDING DIVISION G 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: `Typ- Da l -%o .e. of Inspection: -AM A; -e_ � � Address: a,B S-662_- 122 MI Date Called: P(,."13. hj /'S G Special Instructions: l \1/4 �Jl Date Wanted:{ 11 I 24 ..11 -...:-Ea: p.m. Requester: `Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: (5i (0A s AI,�-L . A 0/JM� J AJn L * .� c n (1 A P u�;(,`(,_,A7 (/ L-i(;,,1J( S` .AJ(. (Ya -e r pip . , ? Insr%ctor: Date:—Z4-(1t C REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100, Call to schedule reinspection. 41-14 INSPECTION RECORD Retain a copy with permit ( 3' 2-92 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6A'k 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: IDoAt( H-DPit e -S Type of Inspection: (A eii\HJ I (3/66 gyp, Address: DDI. q4) 112 1_Al ate Caller (.e,.,L, n( i / A.S,Jt ATS 0A Special Instructions: Crate Wanted: il 12 '' 14 :tn p.m. Requester: �7 J W J Li /? (AJAZ -e/4 � / Ip Phone No: J/ ok of c -e -.'(4n(:, .mss„ ( t,`9/1 %' Approved per applicable codes. �rCorrections required priorf.to approval. COMMENTS:7` t - UA( 0' "J f o ...)/v1. v A (A)f1/ kI�'/\ - )k Se Jt(�rt' . �7 J W J Li /? (AJAZ -e/4 � / Ip ok of c -e -.'(4n(:, .mss„ ( t,`9/1 fn K ,it Ito, -.4 .. `Rl /41, _ _.„-,-5--"--D--8a Inspg'ctor: Datei ( [.REINSPECTION FEE REQ ' •. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. �t3-2�i2_ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: T DAK 1-f1t L&tS Tye of Inspecti: ((oc,4 onlF : I ; n6 -1--AS p IA - Address: C®02_ /2Z LAI I/ / Date Called: X-1UA--/JL .5Tici7%c- Special Instructions: i/ JII 1 Date Wanted: I ( 9 /4 `- 11 P.m. Requester: lon(,"o 3-7? !2 2 0 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: p IA - I/ / 0e el\ X-1UA--/JL .5Tici7%c- , 6 Inspec r: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSP CTIO. 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: Type of Inspection: ei uui j}bA J 1-644._-5 Address: A_9 'n,? 127_ LAI Date Called: Special Instructions: q5 \k• z„. Date Wanted:/ Z - t.G (.7a.03--,5_ p.m. Requester: Requester:. Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspe or: Date: ! 1 g - 23- N REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd,„., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Ju D 13-2�i2 Proj ct: �s Type of Inspecti n: SLARF166 .11 - Address: D50 02— S 122 L� Date Called: Instructions: Date Wanted: � qSpecial - 1 a -m. p'tf; Requester: Phone No: Approved per applicable codes. Q Corrections required prior to approval. COMMENTS: r In pec47: CLX Li n R NSPECTION FEE EQUIRED. Pri r to next inspection, fee must be paj� at 6,300 Southcen r Blvd., 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 (206) 431-3670 Permit Inspection Request line (206) 431-2451 Project: DOAK 1 itAei Type o I p tion: 1 S i AdS 49 ® � ! J�� W Date Ci�a�t led: N ' % f Special Instructions: Date Wanted: (71--(S-'-/ C .a iT:' p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date n REINSPECTIO$I, FEE RE ' UIRED. Prior to next inspection, fee must be paid at 6300 Southcenter'g, vd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. 3zga 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 'ect:DOWk l It 4 c Type of Inspection: Fik (10I t\J6 Ad ess: 5002- t 2 Lt.i Date Called: Special Instructions: Date Ranted: ism. Requester: Phone No: 2.a -Z'4(...-(.557 Approved per applicable codes. t�J Corrections required prior to approval. COMMENTS: 4 _ _ _ . _ p Sr), . -ec.,) )--0 0.0,:-If,1,_)4--/ ,..._,Tre <An ,i'D/u- t A16 v4 e ( a /9( �Act:91Seclt/\ , Ins'aector: Date o 4 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1./ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. D 3-4Z CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: &.)611\r .- (/) PP/9 - , .CAS — Q')o f6t/(2', 17 ifs. Type ofnspectio RM U% -,Jo Fte�ki -1, ; 'C�u(C Address: P 5O2_2_ 1 Date Callledd: (_j2 AJ17r. i3,---w/ii e /3v7r,«,c., yIJ, -o Special Instructions: Date Wanted: jm. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: (/) PP/9 - , .CAS — Q')o f6t/(2', 17 ifs. 'I 701 c. �� DzlCr( -(Jr -)e-f. LYS' /(+'�1 r E --,u` r l�� 3) A' F) s 1)7 .: i i/7. -.:('h A.k"'ij % - 7)2)6 v(- AJ17r. i3,---w/ii e /3v7r,«,c., yIJ, -o c) pi, 3�-ham ,'ICCG' , -4 ✓ r'Af(/ EINSPECTION FEREQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD A Retain a copy with permit 13 - ? 2 INSPECTION NO. PERMIT NO. G CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: /� f .9WII< (--(-o' 1e5 Type of Inspection: I>bt)( L Al PLL i i X/ Address:t c6v(22 L Date Called: ..- Special Instructions: Date Wanted/��1 f a`._m_; P.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. r COMMENTS: Ins ector: Date:„7 / lU '/4 / I I I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. #S INSPECTION RECORD Retain a copy with permit D(3 -2g'2_1- INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Projee , n i+-14_,(� es.K Type -of Inspection: AJ 3 U61'! --- j) M j+ 1 I Address: �. t A u09. /22 (,w Date Called: o A-''1 c A -L P De .ST L '9 �-- Special Instructions: . i +11-iN\ tr Date Wanted:..., _ f 5 ( / r( a,itt.• p.m. Requester: Phone No: Approved per applicable codes. • �/ Corrections required prior to approval. COMMENTS: )f°r.ui"P (_nDO,Pr (,01 O nex t A P c',,\`C-- 1A J►Pn1LA} Y } M o \J e• 0 0 . - A I ho -t--- p ex r, Shop/ ei, L (L) .S LJ r e McQ A L'//1 o A-''1 c A -L P De .ST L '9 n t_ D1 4`re -T'0 n 4\gyne VA -11 -CO N-9' (ft .) 1.\-1 .--b ID%1 �� r0) i +11-iN\ tr r\)0.0 14-A MIMer Fvr 6-0 r `-:1)1 7i5ir) Inspcion r: Com_ jj f f/ Date? , / _ I n REINSPECTION FEE REQUIRED!Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Callao schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTIO NO. D 13- 21 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Project_ DOAK. (164es Typfrof Inspection: A KeA G LA-, n(— Addr s: A. d "5009 )27_'LAJ Date Called: 0.0-11 si,\'or _. Special Instructions: / Date Wanted:1 _ J (4 a.m: Requester: Phone No: Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: Nc7-t'" Pk,aeLA (-1)r -Fra n� a 6\ -z-` ()JARS ( Insp Dater rr: REINSPECTION FEE R QUIRE . Prior to next inspection, fee must be paid 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 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 �G'�3-29a Proje � IL 5 Type of In/spec%tif nC:� Addre 4 Date Called: Special Instructions: a Date Wanted:� s j1` p.m. Requester: Phone No: jG 37Z--- 2..26 Approved per applicable cedes. COMMENTS: • Corrections required prior to approval. 1 S ,C< S 4.460k 5 4,1,, 4.04c, /1).6 Inspector: Date: 4 z�/U REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .s 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 ProjectSG *9934045Type of tns � ion: yC - .a 602 S /22 L,-- Date Called: ....7Addre` _J Special Instructions: Date Wanted: / L a m. Requester: Phone No: KA.,pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector: )1? REINSPECTION FEE R QUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. / y INSPECTION RECORD Retain a. copy with permit INSPECT! N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 PERMIT NO. Project: C C)11 K i -i Ovvti-. `'7 Type of Inspection: =1-0OR— 7J1,1 DS re.- 1:71-00R— Address: Address: E()DZ , 127_L_kJ Date Called: Special Instructions: Date Wanted: (.€? r C — I t-1, a.m P.m. Requester: Phone No: `i Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date, 14_ PECTION FEE REQ ED. Prior to nAxt inspection, fee must be t 6300 Southcenter Blv .. Suite 100. Capt to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION'NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 0' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro eecct: t) t )JILS`c t—f 0 a`\ Type of Inspection: j� Aln 07 r-` l l 1 rV r> l (9 /<1 Address: 1 2_2 -LW Da 0( : G A5 - wA`Ter Special I(nnsstructions: i Date Wanted: 51-L(, .aim . 1 le p.m. Requester: I Phone No: IZIApproved per applicable codes. Corrections required prior to approval. COMMENTS: •JA-) Inspec or: r Dater,2 1.. (4 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. /, CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 Project JtOAr` I4)M(, Type of Inspection: —(9oT: n )r6in S AddD !' O � , (2 2_ L -w, Date Called: Special Instructions: ZPhone Date Wanted r �� ---4.m:(p.m. Requester: No: %DApproved per applicable codes. Corrections required prior to approval. COMMENTS: rInspectp c):A_A-A V\ Date -3_9 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a.copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 -2 2, Project:? q UAB L; J/14r;S . Type _Inspection: �, - 0' ll A161i 1 . U V Address:( 0tZ t, I\ I\ ; Date Called: Special Instructions: r ( `i i f Date Wanted: 1 `1 ! — / / I P.m. Requester: Phone No: I / I Approved per applicable codes. Corrections required prior to approval. COMMENTS: ')c R • l t. Inspcto� r: Dates: : - Z — 1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copywith permit D\ 3-2,9 PERMIT NO cN\ Project: K �--,nMP � r y Type. of Inspection:, ooTI AC, _v Address. 0 Ver " M Datecalled: Special Instructions: -4::::k>5 / Date Wanted:r _ m. Requester: - PtnnT 2<J -5o2 Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Inspector: � 0),....A. J \/'?\i\ Date:P S `fl n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: Fire Alarm: T e of Ins tion: Address: s--Oac� Suite #: S t a01 1. H-) Contact Person: Special Instructions: Phone No.: ti Approved per applicable codes. Corrections required prior to approval. COMMENTS: r vd _ D (e - Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: j/A $,,1 _5–'0:— Date: ///0 f/V Hrs.: 1 1 f $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSULATION �- NORTHWEST 16T 1 -- Insulation Certificate / Blower Door Test Form v/ t 3 -V 2-• Batts & Blankets When installed in accordance with the manufacturer's recommendations, Knauf baits & blankets will provide the full R -value. ., R N luea' „n '± s,s )iljutn€Tli clut.ss,;< To obtain. insulation resistance R -Value of: Installed insulation should not be less than: R-38 HD 10.25" R-38 12.00" R-30 HD 8.25" R-30 10.00" R26 9.00" R-22 6.50" R-21 HD 5.50" R-19 6.25" ** R-15 HD 3.50" R-13 3.50" R-11 3.50" R-8 2.50" ** R-18 in a 5.5" cavity. Conforms to ASTM C665 & Federal Specification HH -1-521F Thermal Performance (Attic Application) The stated thermal resistance (R -value) is provided by installing in accordance with the manufacturer's instructions, the required number of bags per 1,000 sq. ft. of net area, at not less than the labeled minimum thickness. Failure to install both the required number of bags & at least the minimum thickness will result in lower insulation R -value. :-, clue£ 'r To obtain an insulation resistance (R -Value) of: Baa/1 OOUsri;i The number of bags/1,000 SF of net area should not be l %ttiit'r E ,r :9 t Contents of this bag should not cover more than: .. .� tlUtr! :_` ill , sgwRt; The Weight/SF of installed insulation should not be less than: t' '1II4111111001103 i: 1,nstalled insulation should not be less than: R-60 29.7 33.6 SF .952 lbs. 19.750" R-49 23.5 42.5 SF .7531bs. 16.375" R-44 20.9 47.8 SF .670 lbs. 14.875" R-38 17.8 56.2 SF .569 lbs 13.000" R-30 13.6 73.3 SF .437 lbs 10.375" R-26 11.8 85.0 SF .377 lbs 9.125" R-22 9.8' • 102.2 SF .313 lbs 7.750" R-19 8.4 119.3 SF .268 lbs 6.750" R-13 5.7 175.3 SF .183 lbs 4.750" R-11 4.7 210.8 SF .1521bs 4.000" Bag Weight - Nominal 30 lbs, Minimum 29 lbs. This product con forms to the performance requirements of ASTM C 764, Type 1, & cancelled Federal Specification HH -1-1030B, Type 1, Blass B. R -Values are determined in accordance with C 687 & C 518. "R" means resistance to heat flow. The higher the R -value, the greater the insulation power. To get the marked R -value, it is essential that the insulation be installed properly. If you do it yourself, get instructions & follow them. To achieve labeled R -value, this product must be applied with a pneumatic blowing machine & a corrugated hose with a minimum .25" internal corrugation, a minimum length of 150 ft. & a diameter of at least 3". Coils in the hose should not be less than 36" in diameter. Acceptable material feed rate is 5-35 lbs. /minute. Recommended feed rate is 15-25 lbs. /minutes. Builders Insulation Statement. Batts and/or blankets have been installed in conformance with the above recommendations to urovide a thermal resistance of.... Completed as of: 10/1 0/ Installers Name Print: Pr- rE a -r) (Pa) Installers Name Sign: ec{ Site Address s°o/ S. r as zn s.0,,,ePee wfi Home Builders Signature: Horne Builders Address: 2009 WSEC Residential Energy Compliance Certificate - Building Air Leakage Building & Test Condition: Comments: Date: Time Indoor Temp: Outdoor Temp: Floor Area (sq ft) Building Air Leakage Target: SLA Less Than 0.00030 Test # 1 - Depress Press Pretest Baseline Pressure Bldg Press. (Pa) Flow Ring Fan Press. (Pa) Flow (cfin) Post Test Pressure: Fan Model/SN: \ Results: SLA (Specific Leakage Area): Test # 2 - Depress Press Pretest Baseline Pressure Bldg Press. (Pa) Flow Ring Fan Press. (Pa) Flow (cfm) Insulation Contractor: Insulation Northwest LLC P. 253-846-0121 P.O. Box 732069 F. 253-846-8096 Puyallup, WA. 98373 Affidavit: I certify that this Specific Leakage Area is accurate & determined using Blower Door Test Standard 502.4.5 Building Air Leakage Testing. Post Test Pressure: Fan Model/SN: (Pa) Results: SLA (Specific Leakage Area): Technician Name Print: Technician Name Sign: R -Value Standard Attic Area R-49 '1 Ceiling Area R-49 Walls R-21 Floors (over unheated crawl space) R-30 Completed as of: 10/1 0/ Installers Name Print: Pr- rE a -r) (Pa) Installers Name Sign: ec{ Site Address s°o/ S. r as zn s.0,,,ePee wfi Home Builders Signature: Horne Builders Address: 2009 WSEC Residential Energy Compliance Certificate - Building Air Leakage Building & Test Condition: Comments: Date: Time Indoor Temp: Outdoor Temp: Floor Area (sq ft) Building Air Leakage Target: SLA Less Than 0.00030 Test # 1 - Depress Press Pretest Baseline Pressure Bldg Press. (Pa) Flow Ring Fan Press. (Pa) Flow (cfin) Post Test Pressure: Fan Model/SN: \ Results: SLA (Specific Leakage Area): Test # 2 - Depress Press Pretest Baseline Pressure Bldg Press. (Pa) Flow Ring Fan Press. (Pa) Flow (cfm) Insulation Contractor: Insulation Northwest LLC P. 253-846-0121 P.O. Box 732069 F. 253-846-8096 Puyallup, WA. 98373 Affidavit: I certify that this Specific Leakage Area is accurate & determined using Blower Door Test Standard 502.4.5 Building Air Leakage Testing. Post Test Pressure: Fan Model/SN: (Pa) Results: SLA (Specific Leakage Area): Technician Name Print: Technician Name Sign: 1/15/2014 JAMES-ANPERSON DESIGN RESIDENTIAL ARCHITECTURE 19626 76T" AVE. IN. 5TE. A LYNNWOOD, INA 98056 PHONE 425-T16-6766 City of Tukwila Inspection Division RE: Doak Homes Lot 5 To 1Nhom It May Concern: FILE COPY Permit No. I have made an error art the plans and need to make a revision. There was no isolated footing called out under "beam 6." In lieu of pouring a new footing, I have suggested that the builder place a 5 14 x 914" P.L. under beam six and post down with 2- 2x 6's to the continuous footing. I have attached the beam calculation. Regards, Catherine Anderson REVISION N0.1 V2M CATHERINE ANDERSON AR..1$IMAMA@MSN.GOM REVIEWED FOR COMPLIANCE APPROVED AUG 0 7 2014 • • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 0 5 2014 PERMIT CENTER James -Anderson Design BeamChek v2011 licensed to: James -Anderson Design Reg * 1194-67520 Lot 5 In fdn (rev) S Conditions Data Attributes Actual Crtiical Status Ratio Values Adnrsbnents beam Prepared by: CA Date: 7/18/14 5-114x 9-114 2.0E TJ Parallam W.S. PSL Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 3.6 in2 R2= 2.0 int (1.5) DL Dell= 0.67 in Beam Span 14.0 ft Beam Wt per ft 15.18 # Reaction 1 TL 2666 # Reaction 2 TL 1466 # Bm Wt Included 212 # Maximum V 2666* Max Moment 9949 'It Max V (Reduced) 2593 # TL Max Dell L / 240 TL Actual Deg L / 250 Section (in') Shear (1n2) TL Dell (m) 74.87 40.00 OK 53% 48.56 13.41 OK 28% 0.67 0.70 OK 96% Fb (ps» Fv (psi) E(psi xmil) Fcl Reference Values 2900 Adjusted Values 2985 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.029 1.00 1.00 1.00 290 290 2.0 2.0 750 750 1.00 N/A 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Point TL Distance Par Unif TL Start End Pt loads: /\ R1 = 2666 B=2800 4.0 H=80 H El R2 =1466 SPAN =14 FT Uniform and partial uniform loads are lbs per lineal ft. 0 14.0 Aim ••••••••,..•..10 111-Zzrac.i&"19 ItLy..2±-11 • >4 1 22.' (/J41. lW 172. T3( (rt.t*L4 u>ot aii iiI 11 11 NMI IA to -- 11 wommioni CIIMPIPPENIP -4- Co,1 AM?, loixa 0,44- 471,1 \/11,1 ao'r).6 1.1 1 • p', 67" zo.1- Allmommi rim T.L.SCHRIEVER, PE, PLS, CESCL LAND DEVELOPMENT ENGINEERING um 14525 - 148th Avenue NE (Suite 132) Woodinville, WA 98072 (206) 669-5218 off (425) 489.4168 fax t@civllsiteplan.com FILE COPY Permit NO. November 18, 2013 --� s.. ^"h160 til BRfo1$ and of Is* M Doak Homes, Inc. 11812 26t1i Avenue SW Burien, WA 98146 RE: GEOTECHNICAL EVALUATION REPORT FOR RESIDENTIAL BUILDING FOUNDATION Lots 2 through 10, Doak BLA L08-0404 (51st Place S.) REVIEWED FOR CODE COMPLIANCE APPROVED DEC 10 2013 City of Tukwila BUILDING DIVISION INTRODUCTION This report presents the results of our research and investigation of the above described site. The purpose of this study was to investigate subsurface soils to provide recommendations for the design of residential building foundations. PROJECT DESCRIPTION The subject project includes nine single family residential building lots that vary in size from ,2500 sq. ft. to 4386 sq. ft. The site is located between 51st Place S. and 50th Avenue S. just north of South 124`1i Street. See Figure 1 for a Vicinity Map and Figure 2 for Soil Test Hole Locations and lot layout. SITE RECONNAISSANCE The project site has been recently cleared and a new access roadway constructed. Excavated soils ,may have recently been placed on some of the lots to depths of approximately 2 feet. The easterly half of the site appears to have been covered with 2-4 feet of imported fill material more than 10 years ago. The site generally slopes to the northwest on an average grade of approximately 2%. No surface water was observed on the site. SUBSURFACE EXPLORATION The soils on the site were explored by excavation of test holes with a backhoe at the locations 'shown on the attached Figure 2. The soil survey was performed on January 17, 2008. 'The soil stratification encountered was as follows: TP 1: 0-3' Brown/grey silt loam 3-9' Grey Coarse sand, loose, dry TP 2: 0-3' Brown/grey silt loam 3-6' Grey/brown fine sand 6-9' Grey/brown medium sand RECEIVED CITY OF TUKWILA NOV 2 0 2013 PERMIT CENTER CORRECTION LTR# I Page 1 of 3 Dt21Z k� T.L.SCHRIEVER, PE, PLS, CESCL LAND DEVELOPMENT ENGINEERING LOA 14525 - 148th Avenue NE (Suite 132) Woodinville, WA 98072 (206) 669-5218 off (425)489.4168 fax ttcivilsiteplan.com TP 3: 0-3' Brown/grey silt loam 3-5' Grey/Brown fine sand, loose, roots 5'-9' Brown medium sand, loose TP 4: 0-3' Brown/grey silt loam 3-8' Brown fine -medium sand with silt lenses TP5: 0-5' Fill 5'-9' Grey silty sand with roots TP 6: 0-4' Brown/grey silt loam (fill) 4'-6' Grey Silty fine sand 6'-9' Grey/Brown Fine Sand TP 7: 0-5' Brown/grey silt loam 5-9' Brown medium sand, loose 9'+ Wet In our subsurface exploration we determined that the soils on the site are generally alluvial soils consisting of fine -medium sand with silt lenses to depths greater than 8 feet. The depth to the winter season water table or restrictive layer is estimated to be greater than 8 feet below the ground surface. CONCLUSIONS AND RECOM1bIENDATIONS The new residences on the site may be supported on conventional continuous and spread footings bearing on the native soils or structural fill. Exterior footings should be bottomed at a minimum depth of twelve inches below the lowest adjacent outside finish grade. Interior footings may be at a depth of six inches below the top of the floor slab. Footings founded on competent native soils may be designed for an allowable bearing capacity of fifteen hundred (1500) pounds per square foot. The foundation walls should be designed to resist the lateral earth pressure imposed by an equivalent fluid with a unit weight of thirty-five (40) pounds per cubic foot. Lateral loads due to wind or seismic forces may be resisted by friction between the foundations and the supporting subgrade. A coefficient of friction of 0.40 may be used between the structural foundation concrete and the supporting subgrade. The passive resistance of the undisturbed natural soils may be taken as equal to the pressure of the fluid having a density of three hundred fifty (350) pounds per cubic foot. The wall pressures apply only for a maximum wall height of ten feet. It is assumed that no hydrostatic pressures act behind the wall and that no surcharge slopes or loads will be placed above the walls. if surcharges are to be applied they should be added to the above lateral pressures. Heavy construction equipment should not be operated behind retaining and foundation walls within a distance equal to the height of a wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. The wall design criteria assume that the backfill will be well - compacted in lifts no thicker than 12 inches. The compaction of backfill near the walls should be accomplished with hand -operated equipment to prevent the walls from being overloaded by the higher soil forces that occur during compaction. Page 2 of 3 1�1NE T.L.SCHRIEVER, PE, PLS, CESCL LAND DEVELOPMENT ENGINEERING 14525 - 148th Avenue NE (Suite 132) Woodinville, WA 98072 (206) 669-5218 off (425) 489.4168 fax t@civilsiteplan.com Based on the above design criteria, it is anticipated that the total settlements of the footings founded on the native sandy soils will be less than 1 inch, with differential settlements of one-half inch or less. Slab on -grade floors may be supported on the native soil subgrade or on structural fill. Excavation slopes should not exceed the limits specified in local, state, and national government safety regulations. Temporary cuts to a depth of about 4 feet may be attempted vertically in unsaturated soil, if there are no indications of slope instability. However, vertical cuts should not be made along property boundaries, or existing utilities and structures. Based upon Washington Administrative Code (WAC) 296, Part N, the soil at the subject site would generally be classified as Type B. Therefore, temporary cut slopes greater than 4 feet in height cannot be excavated at an inclination steeper than 1:1 (H:V), extending continuously between the top and the bottom of a cut. Groundwater exiting cut faces can result in rapid destabilization of the cut. If groundwater is encountered in any of the cuts, we recommend consulting with the geotechnical engineer prior to proceeding. Drains, rebuilding the cut with quarry rock, or temporary shoring could be required to maintain the stability of temporary cuts that encounter groundwater. DRAINAGE CONSIDERATIONS When the residence foundation bottom is less than 36 inches below the original and finished ground surface, foundation drains may not be necessary because the normal groundwater table appears to be greater than 48 inches deep. When the foundation is greater than 36 inches below the ground surface, we recommend that foundation drains be placed at the base of all foundation/earth-retaining walls. These drains should be surrounded by at least 6 inches of 1 inch -minus, washed rock and then wrapped in non- woven, geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, a perforated pipe invert should be at least 6 inches below the bottom of any slab or crawlspace floor, and it should be sloped for drainage. When foundation drains are not installed, we recommend a geotechnical engineer inspect the foundation excavation to verify the soil/water table conditions. USE OF THIS REPORT AND WARRANTY This report was prepared for the Doak Homes, Inc. for use in planning and design of this project. Our report is based on observations of the soils exposed in the test holes and by visually observing the surrounding area. This report should be considered a limited evaluation of existing conditions, and our report conclusions and interpretations should not be construed as a warranty of subgrade conditions. Within the limitations of scope, schedule and budget for our services, we have striven to take care that out work has been done in accordance with generally accepted practices followed in this area at the time this report was prepared. No other conditions, expressed or implied, should be understood. Sincerely, Timothy L. Schriever, PE Enclosures: 1. Assessor Map showing site vicinity 2. Soil Log Location Map. Page 3 of 3 DOAK VILLAGE GREEN VICINITY MAP N VICINITY MAP NOT TO SCALE SITE SITE PLAN SCALE 1 "=100' ..Q^ yY S. 124th PORTION OF NE 1/4, SE 1/4, SECTION 10, T23N, R4E, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON TAX PARCEL NO. 0179001855 DOAK VILLAGE GREEN. SOIL PIT LOCATION MAP w s OIL TEST PIT (TYP) Y— MS H' U ' S. 124th Street SCALE: 1"=50' b 1111.1 t 1 1 1 1 0 25 60 76 100 125 James -Anderson Design BeamChek v2011 licensed to: James -Anderson Design Reg # 1194-67520 Doak 1500/Lot 5 B-1 Selection 5-1/4x 11-1/4 2.0E TJ Parallam W.S. PSL Conditions Beam Prepared by: CA Date: 6/19/13 Data Attributes Actual Critical Status Ratio Values Adjustments Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 6.3 inz R2= 6.3 in2 (1.5) DL Defl= 0.36 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 14.0 ft 18.46 # 258 # 16905'# L / 240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 2450 # 4722 # 4722 # 4180 # L/279 L / 693 Reaction 2 LL Reaction 2 TL 2450 # 4718 # Section (in') Shear (in') TL Defl (in) LL Defl 110.74 69.45 OK 63% 59.06 21.62 OK 37% 0.60 0.70 OK 86% 0.24 0.47 OK 52% Fb (psi) Fv (psi E (psi x mil Fc I (psi) Reference Values 2900 Adjusted Values 2921 290 290 2.0 2.0 750 750 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.007 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 350 Uniform TL: 560 = A Point TL Distance Par Unif TL Start End B = 542 FILE COPY No. 4.0 H = 80 H Uniform Load A Pt loads: R1 = 4722 R2 = 4718 SPAN = 14 FT Uniform and partial uniform loads are lbs per lineal ft. 4.0 14.0 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 1 0 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 1 1 2013 PERMIT CENTER �13-2°►2 James -Anderson Design BeamChek v2011 licensed to: James -Anderson Design Reg # 1194-67520 Doak •1500/Lot 5 B-2 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Prepared by CA Date: 6/19/13 2-11/16x 9-1/2 2.0E TJ Parallam W.S. PSL Lu = 0.0 Ft• NDS 2005 Min Bearing Area R1= 3.1 in2 R2= 3.1 in2 (1.5) DL Defl= 0.24 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 10.5 ft 7.98 # 84 # 6174 '# L/240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 1181 # 2352 # 2352 # 1997 # L/313 L / 788 Reaction 2 LL Reaction 2 TL 1181 # 2352 # Section (in') Shear (in2) TL Defl (in) LL Defl 40.42 24.89 OK 62% 25.53 10.33 OK 40% 0.40 0.53 OK 77% 0.16 0.35 OK 46% Fb (psi) Fv (psi) E (psi x mil Fc i (psi) Reference Values 2900 Adjusted Values 2976 290 290 2.0 2.0 750 750 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.026 1.00 1.00 1.00 N/A 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 225 Uniform TL: 360 = A Par Unif TL H = 80 H Uniform Load A R1 = 2352 R2 = 2352 SPAN =10.5 FT Uniform and partial uniform loads are lbs per lineal ft. Start End 0 10.5 James -Anderson Design BeamChek v2011 licensed to: James -Anderson Design Reg # 1194-67520 Doak 1500/Lot 5 B-3 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Prepared by: CA Date: 6/19/13 5-1/4x 9-1/2 2.0E TJ Parallam W.S. PSL Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 5.0 in2 R2= 4.9 in2 (1.5) DL Defl= 0.24 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 11.5 ft 15.59 # 179 # 10818'# L/240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 2013 # 3766 # 3766 # 3247 # L / 324 L / 753 Reaction 2 LL Reaction 2 TL 2013 # 3693 # Section (in3) Shear (in2) TL Defl (in) LL Defl 78.97 43.62 OK 55% 49.88 16.80 OK 34% 0.43 0.58 OK 74% 0.18 0.38 OK 48% Fb (psi) Fv (psi) E (psi x mil Fc i (psi) Reference Values 2900 Adjusted Values . 2976 290 290 2.0 2.0 750 750 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.026 1.00 1.00 1.00 N/A 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 350 Uniform TL: 560 = A Par Unif TL Start End H=80 H Uniform Load A R1 = 3766 R2 = 3693 SPAN = 11.5 FT Uniform and partial uniform loads are lbs per lineal ft. 0 10.5 James -Anderson Design BeamChek v2011 licensed to: James -Anderson Design Reg # 1194-67520 Doak 1500/Lot 5 B-4 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Prepared by: CA Date: 6/19/13 4x 8 DF -L #2 - Lu=0.OFt NDS 2005 Min Bearing Area R1= 3.1 int R2= 3.1 in' (1.5) DL Defl= 0.05 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 6.0 ft 6.17 # 37 # 2863 '# L / 240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 1320 # 1908 # 1908 # 1524 # L / 593 L / 1,000 Reaction 2 LL Reaction 2 TL 1320 # 1908 # Section (in3) Shear (in2) TL Defl (in) LL Defl 30.66 29.36 OK 96% 25.38 12.70 OK 50% 0.12 0.30 OK 40% . 0.07 0.20 OK 36% Fb (psi) Fv (psi) E (psi x mil Fci_ (psi Reference Values 900 Adjusted Values 1170 180 180 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.300 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 440 Uniform TL: 550 = A Par Unif TL Start End H = 80 H Uniform Load A R1 = 1908 R2 = 1908 SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft. 0 6.0 James -Anderson Design BeamChek v2011 licensed to: James -Anderson Design Reg # 1194-67520 Doak 1500/Lot 5 B-5 Selection Beam Prepared by: CA Date: 6/19/13 1-3/4x 9-1/2 1.9E TJ Microllam LVL Lu = 0.0 Ft Conditions NDS 2005 Min Bearing Area R1= 2.2 in2 R2= 2.2 in2 (1.5) DL Defl= 0.05 in Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 8.0 ft .4.27 # 34 # 3334 '# L/240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 1320 # 1667 # 1667 # 1337 # L / 539 L/751 Reaction 2 LL Reaction 2 TL 1320 # 1667 # Section (in') Shear (in') TL Defl (in) LL Defl 26.32 14.91 OK 57% 16.63 7.04 OK 42% 0.18 0.40 OK 45% 0.13 0.27 OK 48% Fb (psi) Fv (psi) (p si x mil Fc I (psi) Reference Values 2600 Adjusted Values 2684 285 285 1.9 1.9 750 750 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.032 1.00 1.00 1.00 N/A 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 330 Uniform TL: 413 = A Uniform Load A R1 = 1667 R2 = 1667 SPAN = 8 FT Uniform and partial uniform loads are lbs per lineal ft. James -Anderson Design BeamChek v2011 licensed to: James -Anderson Design Reg # 1194-67520 Doak 1500/Lot 5 B-6 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Prepared by: CA Date: 6/19/13 3-1/2x 9-1/2 2.0E TJ Parallam W.S. PSL Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 3.1 in' R2= 3.1 int (1.5) DL Defl= 0.32 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 13.5 ft 10.39 # 140 # 7755 '# L / 240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 1350 # 2298 # 2298 # 2028 # L / 260 L/543 Reaction 2 LL Reaction 2 TL 1350 # 2298 # Section (in') Shear (in') TL Defl (in) LL Defl 52.65 31.27 OK 59% 33.25 10.49 OK 32% 0.62 .0.68 OK 92% 0.30 0.45 OK 66% Fb (psi) Fv (psi) E (psi x mil Fc I (psi) Reference Values 2900 290 Adjusted Values 2976 290 • 2.0 2.0 750 750 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.026 1.00 1.00 1.00 N/A 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 200 Uniform TL: 250 = A Par Unif TL Start End H = 80 H Uniform Load A R1 = 2298 R2 = 2298 SPAN = 13.5 FT Uniform and partial uniform loads are lbs per lineal ft. 0 13.5 James -Anderson Design BeamChek v2011 licensed to: James -Anderson Design Reg # 1194-67520 Doak/Lot 5 B-7 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Prepared by: CA Date: 8/12/13 4x 6 DF -L #2 Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 0.8 in2 R2= 0.8 in2 (1.5) DL Defl= 0.18 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl Section (in3) 10.0 ft 4.68 # 47 # 1308 '# L/240 L / 360 Shear (int) Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 313 # 523 # 523 # 475 # L / 330 L / 664 TL Defl (in) LL Defl Reaction 2 LL Reaction 2 TL 313# 523 # 17.65 11.67 OK 66% Reference Values Adjusted Values CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use CI Stability 19.25 3.45 OK 18% 0.36 0.50 OK 73% 0.18 0.33 OK 54% Fb (psi) Fv (psi) E (psi x mil) Fci_ (psi) 900 180 1346 207 1.300 1.15 1.00 1.15 1.6 1.6 N/A 1.00 1.00 1.00 1.0000 . Rb = 0.00 Le = 0.00 Ft Uniform LL: 63 625 625 1.00 Uniform TL: 100 = A Uniform Load A R1 = 523 R2 = 523 SPAN = 10 FT Uniform and partial uniform loads are lbs per lineal ft. James -Anderson Design BeamChek v2011 licensed to: James -Anderson Design Reg # 1194-67520 Doak/Lot 5 H-(1 Selection - Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Header Prepared by: CA Date: 8/12/13 4x 6 DF -L #2 Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 1.2 in2 R2= 1.2 in2 (1.5) DL Defl= 0.05 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 6.0 ft Reaction 1 LL 450 # Reaction 2 LL 450 # 4.68 # Reaction 1 TL 734 # Reaction 2 TL 734 # f . 28 # Maximum V 734 # 1101 '# Max V (Reduced) 622 # L / 240 TL Actual Defl L / 658 I L / 360 LL Actual Defl L / >1000 1 Section (in3) Shear (in2) TL Defl (in) LL Defl 17.65 19.25 0.11 0.06 9.82 4.51 0.30 0.20 OK OK OK OK 56% 23% 36% 28% • Fb (psi) Fv (psi) E (psi x mil) Fci. (psi) Reference Values 900 180 1.6 625 Adjusted Values 1346 207 1.6 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.300 1.15 1.00 1.15 N/A 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 150 Uniform TL: 240 = A Uniform Load A R1 = 734 R2 = 734 SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft. Notes Worst case 1st floor headers James -Anderson Design BeamChek v2011 licensed to: James -Anderson Design Reg # 1194-67520 Doak/Lot 5 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Header Prepared by: CA Date: 8/12/13 4x10 DF -L#2 Lu=0.0Ft NDS 2005 Min Bearing Area R1= 3.0 in2 R2= 3.0 in2 (1.5) DL Defl= 0.07 in Beam Span 8.0 ft Reaction 1 LL 1150 # Reaction 2 LL Beam Wt per ft 7.87 # Reaction 1 TL 1871 # Reaction 2 TL Bm Wt Included 63 # Maximum V 1871 # Max Moment 3743'# Max V (Reduced) 1511 # TL Max Defl L / 240' TL Actual Defl L / 691 LL Max Defl L / 360 LL Actual Defl L / >1000 1150 # 1871 # Section (in') Shear (in2) TL Defl (in) LL Defl 49.91 32.38 0.14 0.07 36.16 10.95 0.40 0.27 OK OK OK OK 72% 34% 35% 27% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) Reference Values 900 180 1.6 625 Adjusted Values 1242 207 1.6 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.15 1.00 1.15 N/A 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 288 Uniform TL: 460 = A Uniform Load A 0 R1 = 1871 R2 = 1871 SPAN = 8 FT Uniform and partial uniform loads are lbs per lineal ft. James -Anderson Design BeamChek v2011 licensed to: James -Anderson Design Reg # 1194-67520 Doak/Lot 5 H-2 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Header Prepared by: CA Date: 8/12/13 5-1/8x 12 GLB 24F -V4 DF/DF Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 5.8 int R2= 5.8 in2 (1.5) DL Defl= 0.31 in Recom Camber= 0.47 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 16.0 ft 14.94 # 239 # 15198'# L / 240 L / 360 Reaction 1 LL 2300 # Reaction 1 TL 3800 # Maximum V 3800 # Max V (Reduced) 3325 # TL Actual Defl L / 305 LL Actual Defl L / 603 Reaction 2 LL 2300 # Reaction 2 TL 3800 # Section (in3) Shear (in2) TL Defl (in) LL Defl 123.00 61.50 0.63 0.32 66.08 18.07 0.80 0.53 OK OK OK OK 54% 29% 79% 60% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) Reference Values 2400 240 1.8 650 Adjusted Values 2760 276 1.8 650 Cv Volume 1.000 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 288 Uniform TL: 460 = A Uniform Load A R1 = 3800 R2 = 3800 SPAN = 16 FT Uniform and partial uniform loads are lbs per lineal ft. James -Anderson Design BeamChek v2011 licensed to: James -Anderson Design Reg # 1194-67520 Doak 1500/Lot 5 Rafter Prepared by: CA Date: 6/19/13 Selection 2x 8 DF -L #2 @ 24 in oc Lu = 0.0 Ft Conditions NDS 2005, Repetitive Use Min Bearing Area R1= 0.6 int Data Attributes Actual Critical Status Ratio Values Adjustments Loads R2= 0.6 in2 (1.5) DL Defl= 0.13 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 10.0 ft 0# 0# 1000 '# L / 240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V • Max V (Reduced) TL Actual Defl LL Actual Defl 250 # 400 # 400 # 352 # L / 429 L/814 Reaction 2 LL Reaction 2 TL 250 # 400 # Section (in3) Shear (in2) TL Defl (in) LL Defl 13.14 8.40 OK 64% 10.88 2.55 OK 23% 0.28 0.50 OK. 56% 0.15 0.33 • OK 44% Fb (psi Fv (psi) E (psi x mil Fc L (psi) Reference Values 900 Adjusted Values 1428 180 207 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.15 1.15 1.00 1.15 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 50 Uniform TL: 80 = A Uniform Load A R1 = 400 R2 = 400 SPAN = 10 FT Uniform and partial uniform loads are lbs per lineal ft. James -Anderson Design BeamChek v2011 licensed to: James -Anderson Design Reg # 1194-67520 Doak 1500/Lot 5 Selection Conditions Data Ceiling joist Prepared by: CA Date: 6/19/13 2x 8 DF -L #2 @ 24 in oc Lu = 0.0 Ft NDS 2005, Repetitive Use Min Bearing Area R1= 0.5 in2 R2= 0.5 in2 (1.5) DL Defl= 0.07 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 10.0 ft 0# 0# 825 '# L / 240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 250 # 330 # 330 # 290 # L / 550 L / 814 Reaction 2 LL Reaction 2 TL 250 # 330 # Attributes Section (in') Shear (in2) TL Defl (in) LL Defl Actual Critical Status Ratio Values Adjustments 13.14 7.97 OK 61% 10.88 2.42 OK 22% 0.22 0.50 OK 44% 0.15 0.33 OK 44% Reference Values Fb (psi) Fv (psi) 180 180 900 Adjusted Values 1242 E (psi x mil) Fc I (psi) 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.15 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 50 Uniform TL: 66 = A Uniform Load A R1 = 330 R2 = 330 SPAN = 10 FT Uniform and partial uniform loads are lbs per lineal ft. JAMES -ANDERSON DESIGN, P.S. RESIDENTIAL ARCHITECTURE 19626 '16th Ave. kN Ste. A Lynnwood, "A 9SOS6 (425) T16-6766 STRUCTURAL CALCULATIONS FOR: Doak Homes Inc. Lot 5 Tukkwila, WA REVIEWED FOR CODE COMPLIANCE >r : APPROVED DEC 10 2013 City of Tukwila BUILDING DIVISION FILE COPY a SSIS r'��19'6?pt �kt9U NERVE fearir.a ATE OYE'f NTA RECEIVED CITY OF TUKWILA SEP 1.1 2013 PERMIT CENTER Catherine Anderson, Architect 2009 IBC (1) JOB # Lot 5 Date Eng # Desc. 8/12/2013 CA 1 original calculation X13- 212 Lateral Analysis IBC 2012 R&A Job #: 13 - Description: 0 Engineer: 0 Governing Code: 2012 International Building Code all references in right margin are 2012 IBC unless specifically noted otherwise. [Page numbers] 1603.1 General Design Criteria f16-31. 1603.1.4 Wind Design Criteria t16-41 1. Nominal/Ultimate Wind Speed 2. Risk Category 3. Wind Exposure Category 4. Internal Pressure Coefficient 5. Components and Cladding design pressure 1603.1.5 Seismic Design Data f16-41 1. Seismic Importance Factor 2. Short Period Acceleration 2. 1 -Second Accelleration 3. Site Class 4. Spectral response coefficient 4. Spectral response coefficient 5. Seismic Design Category 6. Seis. Force Resisting System 7. Design Base Shear 8. Seismic Response Coefficient 9. Response Modification Factor 10. Analysis Procedure 11. Risk Category Table of Contents VasdNult I I le ss si SDs SD1 85/110 mph 1.00 +/- 55 +/- 16 psf 1.00 1.25 0.4 D 0.83 0.43 D A.15. 7371 Ibs Cs 0.13 R 6.5 Equivalent Lateral Force I I 0.0 General Lateral Design Criteria 1.0 Determination of Wind Forces 2.0 Determination of Seismic Forces 3.0 Allowable Stress Design Loads 4.0 Shear walls in the Front to Rear Direction 5.0 Shear walls in the Side to Side Direction 6.0 Shear flow calculations 7.0 Appendix F 1609A [16-41] ASCE 7T6-1 [77] 1609.4 [16-47] ASCE 7 F 26.11-1 [258] ASCE 7 30.2.2 [316] ASCE 7 T 1.5-2 [5] F1613.3.1(1) [16-74] F1613..3.1(2) [16-76] ASCE 7 T 20.3-1 [204] EQ 16-39 [16-72] EQ 16-40 [16-72] T1613.3.5(1) and (2) [16-73] ASCE 7 T 12.2-1 [73] ASCE 7 EQ 12.8-2 [89] ASCE 7 T 12.2-1 [73] ASCE 7 T 12.6-1 [88] ASCE 7 T 11.6-2 [69] Version 7.0 Pg 0.2 Roof Walls Floors Snow Partitions Live Load (psf) 25 40 25 Dead Load (psf) 15 10 10 0 10 1603.1.4 Wind Design Criteria t16-41 1. Nominal/Ultimate Wind Speed 2. Risk Category 3. Wind Exposure Category 4. Internal Pressure Coefficient 5. Components and Cladding design pressure 1603.1.5 Seismic Design Data f16-41 1. Seismic Importance Factor 2. Short Period Acceleration 2. 1 -Second Accelleration 3. Site Class 4. Spectral response coefficient 4. Spectral response coefficient 5. Seismic Design Category 6. Seis. Force Resisting System 7. Design Base Shear 8. Seismic Response Coefficient 9. Response Modification Factor 10. Analysis Procedure 11. Risk Category Table of Contents VasdNult I I le ss si SDs SD1 85/110 mph 1.00 +/- 55 +/- 16 psf 1.00 1.25 0.4 D 0.83 0.43 D A.15. 7371 Ibs Cs 0.13 R 6.5 Equivalent Lateral Force I I 0.0 General Lateral Design Criteria 1.0 Determination of Wind Forces 2.0 Determination of Seismic Forces 3.0 Allowable Stress Design Loads 4.0 Shear walls in the Front to Rear Direction 5.0 Shear walls in the Side to Side Direction 6.0 Shear flow calculations 7.0 Appendix F 1609A [16-41] ASCE 7T6-1 [77] 1609.4 [16-47] ASCE 7 F 26.11-1 [258] ASCE 7 30.2.2 [316] ASCE 7 T 1.5-2 [5] F1613.3.1(1) [16-74] F1613..3.1(2) [16-76] ASCE 7 T 20.3-1 [204] EQ 16-39 [16-72] EQ 16-40 [16-72] T1613.3.5(1) and (2) [16-73] ASCE 7 T 12.2-1 [73] ASCE 7 EQ 12.8-2 [89] ASCE 7 T 12.2-1 [73] ASCE 7 T 12.6-1 [88] ASCE 7 T 11.6-2 [69] Version 7.0 Pg 0.2 Wind Design (MWFRS - Envelope Procedure) IBC 2012 Part 2 Wind Load Method ASCE 7 28.1.1 (2) /2971 Nominal/Ultimate Wind Speed 85/ 110 mph Wind Exposure Category ,B Height & Exposure Adjustment k = 1.00 Topographic Factor. Kzt =.1.00 Wind Pressures ASCE 7 28.6.3 /3021 Ps = X Kit Ps3o 1609.3 [16-46], F1609 [16-41] 1609.4 [16-47] ASCE 7 F 28.6-1 [304] ASCE 7 F 26.8-1 [252] ASCE 7 EQ 28.6-1 [306] Minimum pressures shall not be less than assuming the pressures for ASCE 7 28.6.4 [306] zones A and C equal +16 psf, B & D equal +8 psf, while zones E, F, G, & H all equal zero. Roof Pitch Ridge Elevation Eave Height Mean Roof Height, h 6 :12 or 26.565 degrees 23 ft 17.833 ft 20.417 ft Zone Pressures, (A)(ps3o) ASCE 7 F 28.6-1 [3041 ASCE 7 26.2 [243] 110 Horizontal Pressures Vertical Pressures Overhangs 0 A B C D E F G H EOH GOH 1 23.32 14.18 17.34 6.44 -6.82 -14.13 -5.10 -11.57 -16.05 -14.40 2 6.76 4.63 5.38 3.69 -0.22 -7.46 1.50 -4.94 -2.38 -2.72 Horizontal Zones Areas & Forces, Fx ASCE 7 F 28.6-1/3031 End zone distance, 2a, where "a" equals the smaller of 10 percent of least horizontal. dimension (I.h.d.) or 0.4h, but not less than either 4 percent of Ihd or 3 feet. D / F x= E (p sx.X) x=A Diaphragm (x = 2) I.h.d. (ft) = 24 a (ft) = 3 Areas 2a (ft) = 6 Forces Diaphragm (x = 1) I.h.d. (ft) = 36 a (ft) = 3.6 Areas 2a (ft) = 7.2 Forces Version 7.0 Front to Rear A B C D 21 60 37 236 Fx = 3502 Fxmin = 3540 Front to Rear A B C D 29 32 96 135 Fx = 3664 Fxmin = 2920 Side to Side A B C D 24 9 116 12 Fx = 2776 Fxmin = 1610 Side to Side A B C D 65 40 265 70 Fx = 7128 Fxmin = 4400 Pg 1.3 Seismic Design IBC 2012 Site Clasification, Criteria Selection, & Minimum Design Lateral Force Risk Category II Seismic Importance Factor IE 1.00 Seismic Design Category D Site Class D Short Period Acceleration SS 1.25 1 -Second Acceleration S1 0.4 Seis. Force Resisting System A.15. Response Modification Factor R 6.5 Design Spectral Response Acceleration Parameters Site Coeffiecient, Fa 1.0 Site Coeffiecient, Fv 1.6 Substitute equations 16-37 & 16-38 into 16-39 & 16-40 respectively, SDS=3 Fa'Ss SDs=0.83 SDS=3.Fv.S1 SDl0.43 Simplified analysis, Seismic base shear ASCE 7 12.14.8 11081 V = (F SDS/R) W Where: F=1.1 for (2) -story Vertical Distribution, Forces at each level ASCE 7 12.14.8 [1087 F. = (wX/W) V FX = 0.141 x w,r Effective seismic wei ht & Forces (lbs) at Level x ASCE 7 T 6-1 [77] ASCE 7 T 1.5-2 (5] T1613.3.5(1) and (2) [16-73] ASCE 7 T 20.3-1 [204] F1613.3.1(1) [16-74] F1613.3.1(2) [16-76] ASCE 7 T 12.2-1 [73] ASCE 7 T 12.2-1 [73] T1613.3.3(1) [16-72] T1613.3.3(2) [16-72] EQ 16-39 [16-72] EQ 16-40 [16-72] ASCE 7 EQ 12.14-11 [108] ASCE 7 EQ 12.14-12 [109] Diaphragm (x = 2) FX = 2838 roof area (ft2) floor area (ft2) story height (ft) wall length (ft) wX 825 542 7.75 200 weight (lbs) 12375 0 7750 20125 Diaphragm (x = 1) FX = 5100 roof area (ft2) floor area (ft2) story height (ft) wall length (ft) wX 653 542 8 330 weight (lbs) 9795 5420 13200 36165 Version 7.0 Pg 2.4 Allowable Stress Design Loads For Wood IBC 2012 Design shall be in accordance with Sections 2304-2306. Structures using wood shear walls and diaphragms to resist wind, seismic and other lateral loads shall be designed and constructed in accordance with AF&PA SDPWS and provisions of Sections 2305 - 2306. Design per Alternative Basic Load Combinations 1605.3.2 /16-171 For worse case effect with wind load, L & S shall be zero. Equations 16-18, 16-19and 16-20 become, D wW *0.6 2301.2 (1) [23-2] 2305.1 [23-38] 1605.1 [16-13] Where w equals 1.3, W equals Fx of the respective diaphragm, and 1605.3.2 [16-17] D shall be multiplied by two-thirds. For worse case effect with seismic load, L & S shall be zero. Equation 16-22 controls, 0.9 D + E/1.4 0.9 D + 1605.1 [16-13] , substitute ASCE 7 EQ 12.14-5 for E ASCE 7 12.14.3.1.3 (7), EQ 12.14-5 [104] (pQE-0.2SDSD) 1.4 simplify & arrange variables EQ 16-22 (0.9-0.14SDs) D+ P QE 1.4 Where QE equals FX of the respective diaphragm. Principle of Mechanics Sum the forces in the horizontal direction, diaphragms and shearwalls shall resist, Wind Design Loads, 1.3 Fx Seismic Design Loads, (p/1.4) FX p='1.3 Diaphragm For Kzt = 1.00 Front to Rear Side to Side Diaphragm Force (lbs) Force (lbs) x = 2 2732 2165 x = 1 2858 5560 Seismic Design Loads, (p/1.4) FX p='1.3 Diaphragm Force (lbs) x = 2 2635 x = 1 4736 Version 7.0 ASCE 7 12.3.4 [83] Pg 3.5 Allowable Stress Design Loads For Wood - cont. Sum the moments about the base of a shearwall, overturning shall resist, (v•w)•h- 7 Dw+P•w 3 \ 2 / (v•w)•h - (0.9 -0.14 S DS) D•W + P•w\ \ 2 Where, v = shear per linear foot of shearwall• w = width of shearwall h = height of shearwall D = resisting dead load centered over shearwall P = resisting dead load at end of shearwall Free Body Diagram of a ShearWall P D Version 7.0 h (V x for wind for seismic Pg 3.6 Wall Line Level (x) oc. o'�` •;k12, ' Segment Tributary loads Wind Seismic Width Height wr wra wf wfa T(x) T(x+1) T(x) T(x+1) s max 1 2 F -R 18.00 7.75 1.5 4 -372 -550 VD(x+1) [lbs] % VD(x) [Ibs] VT(x) [lbs] L V 2008 SDPWS TMAX(x) [Ibs] Wind Seis 50% 50% 1365.87 1317.71 1365.87 1317.71 18.00 18.00 76 73 SEISMIC MAX 2 I 2 I F -R 6.00 7.75 1.5 3 363 247 VD(x+1) [Ibs] % VD(x) [Ibs] VT(x) [Ibs] L V 2008 SDPWS TMAX(x) [lbs] Wind Seis 6.00 7.75 1.5 3 363 247 50% 50% 1365.87 1317.71 1365.87 1317.71 12.00 12.00 114 110 SEISMIC MAX 363 247 3 I 2 I F -R VD(x+1) [Ibs] VD(x) [Ibs] VT(x) [Ibs] L v 2008 SDPWS TMAX(x) [Ibs] Wind Seis SEISMIC MAX 4 I 2 I F -R VD(x+1) [Ibs] oda VD(x) [Ibs] VT(x) [lbs] L v 2008 SDPWS TMAX(x) [lbs] Wind Seis SEISMIC MAX Version 7.0 Pg 4.7 Wall Line Level (x) oc. �a'�` O\•� Segment Tributary loads Wind Seismic Width Height wr wra wf wfa T(x) T(x+1) T(x) T(x+1) Seis max 1 1 F-R 4.00 8 1.5 3 1764 2399 Wind Seis VD(x+1) [Ibs] 1365.87 1317.71 6.00 8 1.5 1 1775 2412 % 50% 50% VD(x) [Ibs] VT(x) [lbs] L V 2008 SDPWS TMAX(x) [Ibs] 1428.96 2794.84 10.00 279 SEISMIC MAX 1775 2367.95 3685.65 10.00 369 2412 2 I 1 I F-R 28.00 8 -69 363 -174 247 VD(x+1) [Ibs] Wind Seis 1365.87 1317.71 14.00 8 306 363 262 247 % 50% 50% VD(x) [lbs] 1428.96 2367.95 VT(x) [Ibs] 2794.84 3685.65 L 42.00 42.00 V 67 88 2008 SDPWS SEISMIC MAX TMAX(x) [Ibs] 306 262 3 I 1 _ F-R Wind Seis VD(x+1) [Ibs] VD(x) [Ibs] VT(x) [Ibs] L v 2008 SDPWS TMAX(x) [Ibs] SEISMIC MAX 4 I 1 I F-R Wind Seis VD(x+1) [Ibs] % VD(x) [Ibs] VT(x) [Ibs] L v 2008 SDPWS SEISMIC MAX TMAX(x) [Ibs] Version 7.0 Pg 4.8 Wall Line Level (x) �c Q� Segment Tributary loads Wind Seismic Width Height wr wra wf wfa T(x) T(x+1) T(x) T(x+1) Ss max A 2 S -S 14.00 7.75 14 4 -1383 -1593 Wind Seis VD(x+1) [Ibs] 12.00 7.75 14 4 -1190 -1368 % 50% 50% VD(x) [Ibs] VT(x) [Ibs] L V 2008 SDPWS TMAX(x) [Ibs] 1082.52 1082.52 26.00 42 SEISMIC MAX 1317.71 1317.71 26.00 51 B I 2 I S -S 23.50 7.75 -454 -510 Wind Seis VD(x+1) [Ibsj % 50% 50% VD(x) [Ibs] 1082.52 1317.71 VT(x) [Ibs] 1082.52 1317.71 L 23.50 23.50 V 46 56 2008 SDPWS SEISMIC MAX TMAX(x) [lbs] C I 2 I S -S Wind Seis VD(x+1) [Ibs] VD(x) [Ibs] VT(x) [Ibs] L v 2008 SDPWS TMAX(x) [lbs] SEISMIC MAX D 1 2 I S -S Wind Seis VD(x+1) [Ibs] VD(x) [Ibs] VT(x) [Ibs] L v 2008 SDPWS SEISMIC MAX TMAX(x) [Ibs] Version 7.0 Page5.9 Wall Line�0 Level (x) `off O\•� Segment Tributary loads Wind Seismic Width Height wr wra wf wfa T(x) T(x+1) T(x) T(x+1) s max A 1 S -S 3.00 8 6 4 994 902 256 VD(x+1) [Ibs] % VD(x) [Ibs] VT(x) [Ibs] L V 2008 SDPWS TMAX(x) [Ibs] Wind 1082.52 Seis 1317.71 3.00 8 6 4 994 902 256 4.00 8 6 4 937 836 29% 29% 4.00 8 6 4 937 836 1612.4 2694.92 14.00 192 SEISMIC MAX 994 1373.41 2691.12 14.00 192 256 902 B I 1 I S -S 15.00 8 10 4 529 183 VD(x+1) [Ibs] % VD(x) [Ibs] VT(x) [Ibs] L V 2008 SDPWS TMAX(x) [Ibs] Wind 1082.52 Seis 1317.71 50% 50% 2780.01 3862.52 15.00 258 SEISMIC MAX 529 2367.95 3685.65 15.00 246 183 C 1 1 1 S -S 20.00 8 -283 -476 VD(x+1) [Ibs] % VD(x) [Ibs] VT(x) [Ibs] L V 2008 SDPWS TMAX(x) [lbs] Wind Seis 21% 21% 1167.6 1167.6 20.00 58 SEISMIC MAX 994.538 994.538 20.00 50 D I 1 L S -S VD(x+1) [Ibs] VD(x) [Ibs] VT(x) [Ibs] L v 2008 SDPWS TMAX(x) [Ibs] Wind Seis SEISMIC MAX Version 7.0 Page5.10 Shear wall Summary 1 - 2nd 2 - 2nd 3 - 2nd 4 - 2nd A -2nd B - 2nd C -2nd D - 2nd 1 - 1st 2 -1st 3 -1st 4 - 1st A -1st B - 1st C - 1st D -1st Sheathing Shear Flow Sheeting Reqm'ts Wind 1 Seis Max 54 73 81 110 30 51 33 56 42 50 200 369 48 88 137 256 184 246 42 50 SW -1 SW -2 1 1 1 1 3 1 2 2 1 1 1 1 1 SW -3 Shear Transfer Wind Seismic 76 73 114 110 42 51 46 56 58 50 279 369 67 88 192 192 258 246 58 50 SW -4 SW -5 SW -6 Overturning Values Wind Seismic 1775 2412 256 369 192 279 Shear Transfer Connectors - CD = 1.6, Hem -Fir Connector 16d Nails Z (lbs) 195.2 lbs 12.2 8.4 0.0 0.0 0.0 0.0 18d Slant Nails (v<150p1f) 162 lbs 10.1 Simpson A35 Clip 7.0 1 0.0 0.0 0.0 0.0 600 lbs. 37.5 25.8 Simpson H1 Truss Connector 0.0 0.0 0.0 0.0 415 lbs 25.9 17.8 0.0 0.0 0.0 0.0 Simpson DTC Clip 210 lbs 13.1 9.0 0.0 0.0 0.0 0.0 1/2" Diameter Anchor Bolts (2x) 912 lbs 57.0 39.2 0.0 0.0 0.0 0:0 5/8" Diameter Anchor Bolts (2x) 83.0 57.1 1328 lbs 0.0 0.0 0.0 0.0 5/8" Diameter Anchor Bolts (3x) 1664 lbs 104.0 71.6 0.0 0.0 0.0 0.0 (plf) (pIO 2011NDS T11N [105] 2011 NDS TI1N [105] Simpson C-2013 Simpson C-2013 Simpson C-2013 2001NDS T11 E (93] 2001NDS T11E[93] 2001NDS T11E[93] Page6.11 SHEARWALL & HOLDOWN-NOTES (U:N:O.) : - - -- (1) Simpson or equal. Locate at end of shearwall u.n.o. Install per manufacturer recommendations for foundation minimum end distance and embedment, deepen foundation as required. (2) Construct cripple wall same as shearwall (SW) above, and gable -end same as shearwall (SW) below. (3) Requires 3x or (2) 2x foundation sill plate (4) Threaded rod and coupler as required. (5) Common nails, UNO: 8d=0.131"x2'/", 10d=0.148"x3", 12d=0.148"x3'/<", 16d=0.162"x3'/z', 16d sinker=0.148"x3'/<". (6) Install His on all trusses/rafters, A35's at 24"o/c on gables & rim joist (or solid blkg) to top plate (sill plate at fdn) u.n.o.; When specified spacing is less than 24"o/c, install A35's at roof solid blk'ing to SW top plate, and install H1 or H2.5 on all trusses/rafters. LTP4, LTP5 or LS50 can be substituted for A35. Conn. per Simpson Strong -Tie or equal. (7) Minimum 3x or dbl-2x stud lam'd w/ (2)-16d @ 6" o/c at abutting panel edges. (8) Anchor bolts shall be embedded at least 7" into concrete; there shall be a minimum of two bolts per piece with one bolt located not more than 12" or less than seven bolt diameters from ;each end of the piece. 2x min PT, u.n.o. !(9) All sheathing must be Structural 1 sheathing U.N.O. HOLDOWN SCHEDULE Date: 8/12/2013 Job #: Lot 5 MARKSTRAP - HOLDOWN-1 - *(1) FASTENERS TO (2) -STUDS MIN U.N.O. FOUNDATION ANCHOR *(1)(4) COMMENTS T-1 STHD14/14RJ (38)/(30) - 16d N/A 16d @ 9 " o/c A35 @ 24 " o/c 5/8"0x10" AB's @ 60 " o/c SW -2 1 8d @ 3" o/c (12" o/c field) 16d @ 6 " o/c A35 @ 16 " o/c 5/8"0x10" AB's @ 48 " o/c SHEARWALL SCHED-ULE 'Date: Job #: MARK *(2) SHEATHING - APPLY TO 2x HF STUDS @ 16"o/c U.N.O. BELOW *(9) SHEATHING EDGE NAILS 15) ALL EDGES BLOCKED (do not penetrate past flush) BASE PLATE * NAILS (5) ROOF TO TOP PLATE, FLOOR TO TOP PLATE & SILL PLATE *(6) SILL PLATE ANCHORS w/ 3" x 3" x 1/4" WASHERS (8) SW -1 7/16" OSB 8d @ 6" o/c (12" o/c field) 16d @ 9 " o/c A35 @ 24 " o/c 5/8"0x10" AB's @ 60 " o/c SW -2 7/16" OSB *(7) 8d @ 3" o/c (12" o/c field) 16d @ 6 " o/c A35 @ 16 " o/c 5/8"0x10" AB's @ 48 " o/c GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2012 EDITION, OR OTHER GOVERNING CODE, AS REQUIRED BY LOCAL JURISDICTION. DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL JURISDICTION. FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR FOOTING SHALL BE 1'-6" MINIMUM BELOW OUTSIDE FINISHED GRADE. COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL -GRADED, GRANULAR SOIL, FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST PROCEDURES. CONCRETE fc = 2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE PREVENTED. REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 BARS SHALL BE GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6X6 — W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES. TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: BEAMS AND POSTS (4x_ AND GREATER): JOISTS / STUDS (2x_): GLUE LAMINATED BEAMS (GLB) DF -L#2 HF#2 / STUD 24F -V4 (24F -V8 AT CANTILEVERS) 2x_ TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I. AND THE IBC. ALL CONNECTIONS PER IBC TABLE 2304.9.1. ROOF DIAPHRAGM INSTALL MINIMUM 1/2" CDX PLYWOOD (32/16) OR 7/16" OSB SHEATHING. NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 8d AT 6" 0.C, AND INTERIOR SUPPORTS WITH 8d AT 12" O.C.; BLOCKING NOT REQUIRED. FLOOR DIAPHRAGM INSTALL MINIMUM 23/32" T&G STURD-I-FLOOR (24oc) SHEATHING. GLUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6" O.C.; AND INTERIOR SUPPORTS WITH 10d AT 12" O.C., BLOCKING NOT REQUIRED. MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE -FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. WIND DESIGN CRITERIA : RISK CATEGORY: II ULTIMATE DESIGN WIND SPEED: 110 MPH WIND EXPOSURE: B INTERNAL PRESSURE COEF: +1- .55 COMPONENTS & CLADDING: 16 PSF (min) SEISIMIC DESIGN CRITERIA: PROCEDURE USED:SIMPLIFIED (ASCE 7-10, 12.14.8) IMPORTANCE FACTOR, 1 RISK CATEGORY, II SITE CLASS, D SEISMIC DESIGN CAT., D SEISMIC FORCE RES. SYS, A.15. DESIGN BASE SHEAR = 7371 R=6.5 Ss = 1.25 S� = 0.40 SIDS = 0.83 SDI = 0.43 Cs = 0.13 SHEARWALL PER PLAN TIGHT FIT SOLID BLK'G BOUNDARY NAILS PER PLAN ROOF SHEATHING PER PLAN ROOF FRAMING PER PLAN 2X LEDGER (OR ROOF TRUSS) W/ (2)— 16d EA STUD TRUSSES OR RAFTERS PARALLEL TO WALL SHEARWALL PER PLAN TIGHT FIT SOLID BLK'G BOUNDARY NAILS PER PLAN ROOF SHEATHING PER PLAN ROOF FRAMING PER PLAN 2X LEDGER W/ (2)— 16d EA STUD RAFTERS PERPENDICULAR . TO WALL LOW ROOF SHEAR SHEARWALL PER PLAN TIGHT FIT SOLID BLK'G BOUNDARY NAILS PER PLAN ROOF SHEATHING PER PLAN TRUSS •(MONO) PER PLAN 2X CONTINUOUS SOLID BLK'G W/ (2)— 16d EA STUD TRUSSES PERPENDICULAR TO WALL TRANSFER, TYPICAL Scale: 3/4" = 1'-0" D13 ' Z T.L.SCHRIEVER, PE, PLS, CESCL LAND DEVELOPMENT ENGINEERING 14SMS • lath Avenue NI (Suite 199) Woodinville, WA 98072 1406) 669.5411 off (425) 419.4168 fax 1ncivlldteelan.com May 24, 2014 Darryl Doak Doak Homes, Inc. 11812 26th Avenue SW Burien, WA 98146 RE: Lot 5, KA L08-040 Dear Mr. Doak, RECEIVED MAY 272014 PERMIT CENTER I inspected the site and measured the elevations of the existing concrete footings at the above described site. The elevation of the top of the concrete foundation wall is 113.36 and the top of the interior concrete footings are 111.36. The Civil Site Plans dated 8/6/2006 recommend the minimum floor elevation to be 113.1 and the crawlspace elevation at 110.6 minimum. The elevations of CB2 on 50th Ave S are; Grate: 111.07 and 1E:109.50. It is my opinion that footing drains are not necessary around the subject residence foundation due to the groundwater levels being at a lower elevation than crawlspace floor. We recommend that the floor of the crawlspace be covered with 3"-4" depth of 3/8" pea rock with a (4 ml. min.) plastic covering, and that the stonnwater runoffrom the roof be piped away from the building to the approved drainage system. Sincerely, Tim Schriever, PE Page 1 of 1 October 1, 2013 Darryl Doak Jr, 1181226`''AvSW Burien, WA 98146 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Correction Letter #1 Development Permit Application Number D13-292 Doak Homes — Lot 5 - 5002 S 122 Ln Dear Mr. Doak, 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 Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Dave Larson at 206 431-3678 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File No. D13-292 W:IPermit CenterlCorrection Letters12013\D13-292 Correction Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: September 23, 2013 Project Name: Doak Homes, Lot 5 Permit # D13-292 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36. Please submit all plans on the same size paper. Revised plans need to be the same size as originally submitted). (If applicable) Structural Drawings and structural calculation sheets shall be stamped and signed. 1. On sheet 1, under Design Loads -Soil, the assumed soil bearing capacity is stated as 2000 pounds per sq. foot. Past projects in this area have had soils with much lower soil bearing capacity. Please provide confirmation of the soils and revise the foundation design if necessary to match the soil bearing capacity. Should there be questions concerning the above information please contact the Building Division at 206-431-3670. PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D13-292 DATE: 08/05/14 PROJECT NAME: DOAK HOMES - LOT 5 SITE ADDRESS: 5002 S 122 LN Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: !TT t - Building Division 'Public Works 8-7-tq Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWERS INITIALS: DUE DATE: 09/04/14 DATE: 08/07/14 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 ONE RMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-292 PROJECT NAME: DOAK HOMES, LOT 5 DATE: 11/20/13 SITE ADDRESS: 5002 S 122 LN Original Plan Submittal Response to Incomplete Letter # X Response to. Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: (-4i3 Building Division 11 Public Works Fire Prevention Structural n Planning Division ❑ Permit Coordinator C DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 11/26/13 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire 0 Ping 0 PW 0 Staff initials: TUES/THURS ROUTING: Please Route Vi Structural Review Required n REVIEWER'S INITIALS: DATE: No further Review Required ❑ 1 APPROVALS OR CORRECTIONS: DUE DATE: 12/24/13 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: A PERMIT COORD COPS PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-292 DATE: 09/11/13 PROJECT NAME: DOAK HOMES, LOT 5 SITE ADDRESS: 5002 S 122 LN X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued 'DEPARTMENTS: dam,\ J a- 3-13 ,Building Division �� 1V—I3 Public Works rJI CA.111 i IV A -WC, Q-1)--13 Fire Prevention Structural • Planning Division ❑ Permit Coordinator ❑ (DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 09/12/13 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire 0 Ping 0 PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ISA Structural Review Required [ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/10/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) X Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only f CORRECTION LETTER MAILED: 1O— l 3 Departments issued corrections:Bldg Fire 0 Ping ❑ PW ❑ Staff Initials:ike PROJECT NAME: 1k. SITE ADDRESS: SW), & I) Le PERMIT NO: ORIGINAL ISSUE DATE: 1! REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIILS es +0 _ `k- v. ti c rovtAif 4 S"`., , Summary of Revision: r0` Received by: /AAA.,,./E# De,,4 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) Date: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: 1 3 Z ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # al-- Revision # 1 _ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: /694/G Project Address: ADO Z a S / ,Z 2. /1) /94/ P S� a Contact Person: c 1, ¢ie2 j ( 2 k S'�^ , Phone Number: .;-C96‘ 2 Y C 5- g27 l Summary of Revision: P r c, FiECEIVED CITY OF TUKWILA AUG 05.2U14 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on S.—C-1 / City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tulovila.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: \.0u lC �� 117 Plan Check/Permit Number: D13-292 ❑ Response to Incomplete Letter # Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Doak Homes — Lot 5 Project Address: 5002 S 122 Ln Contact Person: 41-S—r Phone Number: A i'LAM i CEINTER 2 1-fO3 s6(( Summary of Revision: C7v0�� V1(CC P,2C't' ,(tv`,SCk -eoh ok`l i otHaciterios Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Cen er by: 1 tit`'' Entered in Permits Plus on , 7'1' \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: City of Tukwila Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-433-0179 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No: 0179001859 Address: 5002 5 122 LN Applicant: DOAK HOMES, LOT 5 WATER METER INFORMATION Permit Number: D13-292 Issue Date: 5/5/2014 Permit Expires On: 11/1/2014 DESCRIPTION OF WORK: CONSTRUCTION OF 1500 SF SFR WITH ATTACHED 420 SF GARAGE AND 50 SF COVERED DECK. PUBLIC WORKS ACTIVIES INCLUDE: TESC, LAND ALTERING, WATER SERVICE W/METER, SANITARY SIDE SEWER, STORM DRAINAGE INCL. INFILTRATION, AND UNDERGROUNDING OF POWER. TRANSPORTATION IMPACT FEE. TRAFFIC CONCURRENCY TEST FEE PAID UNDER PW10-142 / C11-004. METER #1 METER #2 METER #3 Water Meter Size: 0.75 0 0 Water Meter Type: Perm Work Order Number: 21340134 Connection Charge: $60.00 $0.00 $0.00 Installation: $490.00 $0.00 $0.00 Plan Check Fee: $10.00 $0.00 $0.00 Inspection Fee: $15.00 $0.00 $0.00 Turn on Fees: $50.00 $0.00 $0.00 Subtotal: Cascade Water Allicance (RCFC): $625.00 $0.00 $0.00 $6,005.00 $0.00 $0.00 TOTAL WATER FEES: $6,630.00 Department of Natural Resources and Parks Wastewater Treatment Division King County Residential Sewer Use Certification Sewage Treatment Capact?4 Charge To be completed for all new sewer coni't, .2. ions, re- connections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type `> C t v ;-4r, d o t Property Street Address -71.V t,(G L `/c`(�[` City Owner's Name State ZIP I(t tOil r; Owner's Mailing Address City i.' State ZIP Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Party to be Billed (if different than Owner): Name Street Address For King County Use Only Account t No. of FICEs Monthly Hate Sewer District / Agency Contact & Phone Number Date of Sewer Connection Side Sewer Permit Number 017900 I Se Required: Property Tax Parcel Number Subdivision Name Lot Number Subdivision Number RECEIVED Blgll`iuinb9rF TUKWILA SEP 1 1 2013 Building Name City State ZIP Residential Customer Please check appropriate box: Equivalent (RCE) 1..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) ❑ 4-Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units Mobile home space (1.0 RCE per space) No. of Spaces x 0.64 = x 1.0 = 1.6 2.4 3.2 If Multi -family, will units be sold individually? ❑ Yes ❑ No 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? SYes ❑ No Was building on Sanitary Sewer? ❑ Yes [ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? 6[ t`"' R.pquestpply demolition credit to multiple buildings? /"Yes No If yes, will this property have a Homeowner's Association? ❑ Yes ❑ No DISw-2.elt 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 resubmission o -corrected d deter tion of a revised capacity charge. _�, j//(//:5 Signature of Owner/Representative Date t Print Name of Owner/Representative CA -1 11/ ( DOAK HOMES INC k Washington State Department of I Labor & Industries Page 1 of 2 DOAK HOMES INC Owner or tradesperson DOAK, DARRYL E SR Principals DOAK, DARRYL E SR, PRESIDENT DOAK, ESTRELLA M, VICE PRESIDENT Doing business as DOAK HOMES INC WA UB I No. 601 329 337 11812 26TH AVE SW SEATTLE, WA98146 206-246-6587 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. DOAKHI*092NZ Effective — expiration 08/09/1991— 08/13/2015 Bond CBIC Bond account no SC9910 $12,000.00 Received by L&I Effective date 08/01/2001 08/01/2001 Insurance Nevada Capital Ins Co $1,000,000.00 Policy no 77 -NPP -4-014639 Received by L&I Effective date 08/12/2013 08/26/2011 Expiration date 08/26/2014 Insurance history Savings hnnc•ficeenre Ini.wa.goviverifv/Detail.asnx?UBI=601329337&LIC=DOAKHI*092NZ&SAW= 05/05/2014 License #I: BUS -090422 UBI: 601329337 Issued Date: 01/01/2014 Expiration Date: ; 12/31;2014 Bus Lic-Outside Contractor Doak Homes, Inc 1.1812 26TH Ave SW BURIEN, WA 98148-2403 Nature of Business: Construction of New Ho Business Name. Doak Hornet Inc' Buinesa Address; 11812 28TH AVE SW, BURIEN, WA 98146-2403 INANCE "DIRECTOR LICENSEE AGREES TO COMPLY WITH ALL THE REQUIREMENTS OF art ORDINANCES AND STATE LAWS APPLICABLE TO THE BUSINESS ACT IVITYLICN NSED HEREUNDER. •' This IIcense.1. to be'diaglayad ooaaPlixicuNY at IMi location of bu#Inaw and is not I i nsterrOble or assignable,, c;A Please note thefollowing quidelirles In tie operation"of your buslnees: It is necessary to contact the Finance Office at 206481-3680 in the event your business: • Moves within the city limits of Tukwila . ; Moves outside the city limits . Ceases operation • Changes ownership • Changesuse or type of operation . Will Ma having a special event (such as a tent sale, parking lot sale or ant other event) outside its routine operation. 2. Additional licenses are required if your business has live music/entertainment, tow. trucks; amusement devices, solicitors/peddlers, or adult entertainment. ' 3. Any retail Sales tax generated In Tukwila needs to be reported to the'Wastirington State Department of Revenue, under sales tax code,* 1729. 4. Tukwila business license renewals are mailed to all licensed businesses in Debember and payable without penalty until January 31. *,n•,r.,ri �.�.. rc.•�..;:x"• 1• ..; .:i,:= ,•,`ter•_ .,.� .. �:rrTm,�u��'„•nTr� ::•:�.n..r,.-:._.. .,�..-rt�m,�.. �n�...:.—�k•.•r :'1•.,n�� ., x:,,r-;;,.• State of Washington Business Licensing Service �1s Office of the Secretary of State Corporations Division LEGAL ENTITY REGISTRATION DOAK HOMES, INC. 601 UNION ST STE 2600 SEATTLE WA 98101 Domestic Profit Corporation Renewed. by Authority of Secretary of State REGISTERED TRADE NAMES: NAPS (NORTHWEST AIR PURIFICATION SYSTEMS) By accepting this document the licensee certifies that information provided on the renewal was complete, true, and accurate to the best of his or her knowledge, and that the company will stay in compliance with all applicable Washington State regulations. Unified Business ID #: Business ID #: Expires: 601 329 337 1 07-31-2014 Director, Department of Revenue f: wu:?fLnt-w,.,�,1•.--.—,. a..:'L:< u"^'t";.a ,..--:..,,n,.,«---"r, _--t '^_--•. �..,. :.•---• . UBI NO. 601 329 337 1 DOAK HOMES, INC. 601 UNION ST STE 2600 SEATTLE WA 98101 EXPIRATION 07-31-2014 Please tear off this section and keep it with your records. Note: This is not a Washington business license. The expiration date indicates when you will need to renew your corporation, limited liability company or Massachusetts trust in Washington State. You may Use the changes renew again at business.wa.gov/BLS after February 1, 2014. new password: K9V3 4367. For security purposes the password each year after you renew. Please read the information printed on the back side of this document. For business license information go to business.wa.gov/BLS or 1-800-451-7985.