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Home My WebLink AboutPermit D16-0095 - DOAK HOMES / LOT 3 - NEW SINGLE FAMILY RESIDENCEDOAK HOMES INC LOT 3 5014 S 122 LN D16-0095 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 0179001857 5014 S 122ND LN Project Name: DOAK HOMES INC LOT 3 COMBOSFR PERMIT Permit Number: Issue Date: Permit Expires On: D16-0095 6/1/2016 11/28/2016 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: DOAK HOMES INC 11812 26TH AVE SW , BURIEN, WA, 98146 DARRYL DOAK 11812 26 AVE SW , BURIEN, WA, 98146 DOAK HOMES INC 11812 26 AVE SW , SEATTLE, WA, 98146 DOAKHI*092NZ DOAK HOMES INC 11812 26TH AVE SW , BURIEN, WA, 98146 Phone: (206) 372-2280 Phone: (206) 246-6587 Expiration Date: 8/13/2017 DESCRIPTION OF WORK: CONSTRUCTION OF A 1500 SQ FT SINGLE FAMILY RESIDENCE, 240 SQ FT ATTACHED GARAGE AND 63 SQ FT COVERED DECK. Project Valuation: $202,509.18 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $45,643.49 Occupancy per IBC: 0022 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: 1 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: Volumes: Cut: 30 Fill: 20 Number: 1 1 Yes 9 - Permit Center Authorized Signature:1 ``"t 1t I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit nd agree to the conditions attached to this permit. Signature: Print Name: Agit7 r Ar Date:(Q 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: ***PUBLIC WORKS PERMIT CONDITIONS*** 2: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 3: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 4: 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. 5: Any material spilled onto any street shall be cleaned up immediately. 6: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 7: 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. 8: The Land Altering Permit Fee is based upon an estimated 30 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. 9: 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. 10: 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. 11: The house fire sprinkler system shall be designed by a Fire Sprinkler System Designer. Designer shall verify in writing to the Public Works Inspector that a 3/4-inch water meter and service line meets domestic water and fire flow requirements. If domestic water and fire flow requirements are not met, then a 1-inch water meter with a 1-inch service line is required. Refer to attached Public Works Details for 1" FIRE/DOMESTIC SERVICE and/or 1" FLOW-THROUGH SYSTEM. Coordinate with Public Works Project Inspector. 12: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 13: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 15: 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) 16: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. (City Ordinance #2435) 17: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 14: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 18: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 19: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 20: ***BUILDING PERMIT CONDITIONS*** 21: 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. 22: 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. 23: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 24: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 28: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 29: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 30: 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. 31: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 32: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 33: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 34: 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. 35: ***MECHANICAL PERMIT CONDITIONS*** 36: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 37: 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. 38: Manufacturers installation instructions shall be available on the job site at the time of inspection. 39: Except for direct-vent appliances that obtain all combustion air directly from the outdoors; fuel-fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 40: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor-fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 41: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 42: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 43: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 44: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 45: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 46: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 47: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 48: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 49: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 50: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 51: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 52: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 53: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 54: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5180 BACKFLOW - FIRE 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0610 ENERGY EFF CERT 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 0708 GAS FIREPLACE INSERT 2000 GAS PIPING FINAL 0606 GLAZING 8004 GROUNDWORK 5040 LAND ALTERING 0502 LATH & GYPSUM 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0609 PIPE/DUCT INSULATION 1500 PLANNING 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 0602 SLAB/FLOOR INSUL 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 http://www.TukwilaWA.i4ov Combination Permit No. p I () -05 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.: 0179001857 Site Address: 5014 S 122nd Lane Tukwila, WA 98178 lot 3 PROPERTY OWNER Name: Darryl Doak Sr 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 Sr 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: 08/13/2013 Tukwila Business License No.: BUS -0100696 f /e4re AtArA A c441/v9 °s AS APee'cyrd; 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 240 SF garage. DETAILED BUILDING INFORAMTION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement In floor 635 2nd floor 865 Garage II carport ■ 240 Deck — covered uncovered IN C3 Total square footage 1,803 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 furnace <100k btu 1 thermostat emergency generator 1 1 appliance vent wood/gas stove other mechanical equipment fuel type: ❑ electric VI -6 gas 3 ventilation fan connected to single duct water heater (electric) 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 clothes washer shower water closet gas piping outlets 3 4 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 0 ...Tukwila ❑ ... Water District #125 ❑ ...Letter of water availability provided SEWER DISTRICT VI ...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): m ...Civil Plans (Maximum Paper Size — 22" X 34") ❑ ...Technical Information Report (Storm Drainage) ,[Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ ...Right -Of -Way Use - Potential disturbance .. Construction/Excavation/FiII - Right -of -Way... ® ...Total Cut 40 Cubic Yards ❑ .. Work In Flood Zone ® ...Total Fill 20 Cubic Yards ® .. Storm Drainage VI ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut 0 .. Looped Fire Line VI ...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 ❑ 0 -or- Non Right -of -Way.. ®.. Trench Excavation .. Utility Undergrounding ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Water Main Extension Public ❑ - or - Private 0 FINANCE INFORMATION — THIS INFORMATION IS REOUIRED TO BE FILLED OUT WHEN REOUESTING WATER OR SEWER SERVICE Fire line size at property line ❑ ...water ❑ ...sewer ❑ ...sewage treatment MONTHLY SERVICE BILLING TO: Name: number of public fire hydrant(s) 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. PROPERTY O� �ER 0��1U,�'HORIZED AGENT: Signature: �///7/(1/1i�0.4%(1t_., 1 Date: i r .S Zd/ Print Name: Darryl Doak Sr Day Telephone: (206) 403-3611 Mailing Address: 11812 26th Ave SW Burien WA 98146 City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME JP ✓ 0' e ; f/(,% PERMIT # b /4 – 66 (G .5014 S, / 22" tr.! If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: $250 (1) J,, C, 47 t C� �' --(loco/4;o rro 7206) B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume 30 cubic yards Enter total fill volume O cubic yards $ �-2 := (4) /0 2 Use the following table to estimate the grading plan review fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION 3 5-3 (1+4+5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action 6kI be charged 25% of the Total Plan Review Fee. C'TV Or TUKWILA Approved 09.25.02 Last Revised 01/15/16 /M -0 b 2016 PERMIT CENTER 1 10 P16 ooq5 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 1 6. Permit Issuance/Inspection Fee (B+C+D) Fee $ 11) /J-) 7. Pavement Mitigation The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement mitigation fee. Approx. Remaining Years 20-15 (100%) 15-10 (75%) 10-7 (50%) 7-5 (33%) 5-2 (25%) 22-1— 0-1 Pavement Overlay and Repair Rate (per SF of lane width) $10.00 $7.50 $5.00 $3.30 $2.50 $1.00 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. $ QUANTITY IN CUBIC YARDS 50 or less 51 —100 101-1,000 1,001 — 10,000 10,001 — 100,000 100,001 or more 9. Technology Fee (5% of 6+8) Approved 09/5.0?F ast Revi a i0lA5/11' 44. M (7) 3Cr(8) RATE $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. $194.50 for lst 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. t 1& ;5/ o i 1 $325.00 for the lst 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof $919.00 for lst 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 2 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter - Deduct ($25) B. Flood Control Zone ($52.50 - includes Technology Fee) ( C. Water Meter - Permanent* C 6 30 D. Water Meter - Water only* / E. Water Meter - Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ , 6A0 (9) 11 'ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ / J� 441/7 B. Allentown Sewer (Ordinance 1777) $ 19 6'00,00 C. Ryan Hill Water (Ordinance 1777) $ - D. Allentown/Foster Pt Water (Ord 2177) $ - E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ - G. Duwamish $ - S8 H. Transportation Mitigation $ /0/3 05 I. Other Fees $ / — i3 I 7° 0 Total A through L, -`_-$ f / (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+1 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 01.01.2016 -12.31.2016 Total Fee 0.75 ./ $625 V $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 01/15/16 emporary Meter 0.75" $300 2.5" $1,500 3 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY I PAID PermitTRAK $44,113.97 D16-0095 Address: 5014 5 122ND LN Apn: 0179001857 $44,113.97 0.75 INCH $6,630.00 CONNECTION CHARGE R401.379.002.00.00 0.00 $60.00 METER/INSTALL DEPOSIT B401.245.100 0.00 $490.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00 WATER METER INSPECTION R401.342.400.00.00 0.00 $15.00 WATER TURN -ON FEE R401.343.405.00.00 0.00 $50.00 CASCADE WATER ALLIANCE B640.237.500 0.00 $6,005.00 DEVELOPMENT $2,357.60 PERMIT FEE R000.322.100.00.00 0.00 $2,353.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $1,504.88 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $108.75 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $108.75 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $23.50 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 SEWER SERVICE FEE $19,800.00 SEWER ALLENTWN/RYAN/FOSTER PT R402.379.004.00.00 0.00 $19,800.00 TECHNOLOGY FEE $146.32 TECHNOLOGY FEE R000.322.900.04.00 0.00 $146.32 WATER SERVICE FEE $10,886.17 WATER ALLENTWN/RYAN/FOSTER PT TOTAL FEES PAID BY RECEIPT: R8612 R401.379.004.00.00 0.00 $10,886.17 $44,113.97 Date Paid: Wednesday, June 01, 2016 Paid By: DOAK HOMES INC Pay Method: CHECK 9005 Printed: Wednesday, June 01, 2016 10:25 AM 1 of 1 L_ r _�: L.' SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS IACCOUNT 1 QUANTITY I PAID PermitTRAK $1,529.52 D16-0095 Address: 5014 5 122ND LN Apn: 0179001857 $1,529.52 DEVELOPMENT $1,529.52 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R8129 R000.345.830.00.00 0.00 $1,529.52 $1,529.52 Date Paid: Wednesday, April 06, 2016 Paid By: DOAK HOMES INC Pay Method: CHECK 6934 Printed: Wednesday, April 06, 2016 12:28 PM 1 of 1 CRMSYSTEMS INSPECTION RECORD Retain a copy with permit IJI(a -O©°/S' ■ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670\\11/ Permit Inspection Request Line (206) 438-9350 CTION NO. PERMIT NO. Project: teiYAK I -/c nl e3 Tye of Inspection: I tb%AJ & 9 JA t-. Address: sT6o/Z1 5 )Zi LJ Date Called: Special Instructions: LGr Date Wanted: 3/1 /7 a.m. Requester: Phone No: Itgj Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 1� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit IN `— ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION jiLp-cogs_ 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: K OteVAa5 Type of Inspection: e1J/L.D//Y& rift/6W– //Y/ –Address• Address. OW Si )22ND hN Date Called: Special Instructions: L e.r L t- - `� Date Wanted: J f p.m Requester: Phone No: Approved per applicable codes. -Corrections required prior to approval. COMMENTS: PLA--itiAh,v4- 44)011104-t_ 2L2tn'r2L Inspector: Ai, Date:2 221, 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: DGetK (*vv ES' Type of Inspection: /11XCH,4J )04L F Nlft_ Address: gbi9 £", /22/Y0 AN, Date Called: Special Instructions:Date Wanted: X2-24-/7 a.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: /vt(Govvk /tL f'iIN/0- Inspector: R Date: 2-2 9-t "7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Dila -6 95r - Project: tr3,1-K /*ME Type of Inspection: 91ArL (f -S P/P/)t[G ATM-I-- Address:Date Address:, 5'b/.] S' 122ND J/1'. Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: N LJ Approved per applicable codes. Corrections required prior to approval. COMMENTS: �1>�/�►to �'9s P/Pr' f/1Yfi L, Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: DIrl tMa - Type of Inspections:: PLUMB/NG- lint -L Address: 5t,4 S' 12--. tY Date Called: Special Instructions:Date L�� Wanted: 2-'2-4-17 . ,,. p.m Requester: Phone No: 1>! Approved per applicable codes. Corrections required prior to approval. COMMENTS: inspector: Date: 2�^/ 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. FP°A1 IN TION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: j �,K )-�v tSS Tye of Ins ction: I✓ ell/AI& /uc ilC.. Address: S-Ogi5 i2 t G'J Date Call d: Special Instructions: Date Wante a.ni, / /2 /7 Request : Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date:l / t / 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. \kiN INSPECTION RECORD Retain a copy with permit IN . CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION iii- oG95' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Pr ct: de/Yria rAic /—k' � Type of Inspection: (r( Address:Date S'0®GI < /22-"b t Ar Called: Special Instructions: Date Wante : i y a.m. Requesteddddd: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date:12 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 ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 T)/ - oe1 S_" etNs Pr.Qje`c_t: !»A K. )49706:S Type of Inspection: 1u z Address: 5tiii s t 2% �A' Date Calle Special Instructions: La__ Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ; 'ws ti i- A j4 1 ./-+ 4 e inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit IN TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 "sick bt-©yrs Project: T4 K )- s Type of Inspe tion: Address: 92rq s /2&,) ikif Date Calle : Special Instructions: VZoT1 Date Wants z f� .. Requeste Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector/6414 Date: n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 `doQs 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Pro'ect: A e /40n41 I✓s Type of Inspection: WALL l j (,t 77e Al Address: 5Z/Z) S )20A eil Date Called: Special Instructions: // . ..3 Date Wantesdj �Z1ia l�, a.m.L®- 'Requester: 4. Phone No: Approved per applicable codes. 1 Corrections required prior to approval. COMMENTS: Inspector: Amid Date: � Vfia 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 TION NO. PERMIT NO. "1)6 -cogs" CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: AK EcilleS T e of Insp ction: )ni /c-iii3O-6.Y 1JOL. Address: CON S I22.uD Gil Date Call d: Special Instructions: Date Want,3 ZZ 1/6 f/ /�m� Requester:/: Phone No: Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Insiltv pector: Date: y/006 0 6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 oo 9s-1 Pr •ec_t:_ 1�.�U+�. � 1Y�1 Type spection: Jar Address:,Date SUM 122Jb (,ted Called: Special Instructions: Date Wan c�ig// jll C1/ . iC p Requester. Phone No: ® Approved per applicable codes. Corrections required prior to approval. COMMENTS: aiAs.'hiJ61%otr Ont' i"1�'-�' DWI" C?K IV Cer Inspector:/) Awl Date: 9/9,6 lI f6 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 6/6 - dogs' 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:Type `, of Inspect:: Address: Id SON S i2ZAt Date Called: Special Instructions: Date Walt /9 k p.m p.m. Requester: Phone No: ®Approved per applicable codes. u Corrections required prior to approval. COMMENTS: Date: 9 i9lla REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD VO Retain a copy with permit INS' TION NO 1b1 oo rs PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Proj ct:- DOAK /11eS Trg of Inspection KUvGt} — /A,i MA/10 i ii Address- moo/ S /22ND L/ Date Called: Special Instructions:�� Date Want: /s" J / (� a;m: m. Requester: Phone No: IgApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspecto�� Date: ,//s...//6, /� / 6 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INS CTION NO. INSPECTION RECORD Retain a copy with permit bieD `cogs PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Prect: qq �� t1 Y. /7C�4'/es Type of Inspection: 6-A n 6-1900; l zerer- Address: 27,' S 12-2.01 L,J Date Called: Special Instructions: LOt"�$�j%i Date Wante J p.m. Requester: Phone No: JApproved per applicable codes. Ll Corrections required prior to approval. COMMENTS: Inspector: Date: 9//s---// /S REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Prct: DOA %-kwl6S Type of Inspection: �UM4 - /if ell Pf Piid& Address: So/4J S i22,0b. t'_4•l Date Called: Special Instructions:y G Date Wanted �� &a.m m. Requester: Phone No: Approved per applicable codes. L� Corrections required prior to approval. COMMENTS: Inspector: 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 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro ect: AIC � e Type of 1 sp ection: LAA 146 - Address: 5iy i 22A -b 14 Date Called: Instructions: Date Wan / 7Special Requester. Phone No: Approved per applicable codes. L Corrections required prior to approval. COMMENTS: Ceisc tikuuN2- Inspector: Date: � J !.(ia 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 CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: IV x t) i7 Type of Inspection: ? 7C .S% a >AIG - Address: Date Called: Special Instructions: Date Wanted: /� ra: „� Requester: Phone No: EApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: (f�p REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 -0095- Project: b9Ak l-h'JEs Type of Inspection: t,JAu- .01e47-74)/Jo-SNFA►2 Address: 1114 S 1224)b La Date Called: Special Instructions: P Date Want e /� % m P.m. Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: Inspector: Date: e/z >// 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 16- cogs" INSPEC IN NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tuk.vvila. WA 98188 (206) 43.1-3670 Permit Inspection Request Line (206) 438-9350 Project: IC .,, l4/ e Type of Inspection: LL I / J J MCA Address: •I I bLA/ Date Called: 11 % L '.4 ILS A r pAxl,+ Ate" Special Instructions: Lor 3 Date Wanted: 7 1 jx a.m. p.m. Requester: ler WAVS Phone No: Approved per applicable codes. E] Corrections required prior to approval.. COMMENTS: 11 % L '.4 ILS A r pAxl,+ Ate" C �< eg ,4R = Cs '466- Pi ni D&'Poem tr Pew ler WAVS 7 CAU- Are f REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit IN 11r21 TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 b6 -oo9S 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Project: 1YAK /o n4 els Type of Inspection: OibE2r-L / Am)AJ& Address: Soiy S i Z2,.jb L-✓ Date Called: Special Instructions: zor 3 Date Wantcd: I1 / / m. Requester: Phone No: KApproved per applicable codes. L.� Corrections required prior to approval. COMMENTS: Inspecto Date: 7//z//4. /Z /4. n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. )716- coctr _______INSPECTION RECORD Retain a copy with permit PECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: K act Type k. ec iO Cs u q5 -®i 41 9 , I2 111 14 Date Called: Special Instructions:,e @gm T eis(�.v'e, ./" DateWante _ r I a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 7 - REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. rc INSPECTION RECORD Retain a copy with permit PECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 1P16 006{5- P 'act Tyof Ins action: (vis Ar Date Calle Special Instructions: As / Date Wane 16 a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206X 431-3670 Permit Inspection Request Line (206) 438-9350 r.c rf t/ 6�n Prpkect: Voa �C {- u.t€J Type of r°011 II Address: _/ SOI Ja. 127 `M 14 Date Callec: Special Instructions: 6/1 Date Wanted: 6-2-3- CC a.m. p.m. Requester: tefrs� ' — 1 Phone No: x-772 2–LSO Approved per applicable codes. Corrections required prior to approval. OM M ENTS: Q,cc e_rf p L/I de W F4 ,91-6E.4k0/ ` f 7c't - 2 ufpi'-ykt 2rkhzif Inspector: Date:6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD W EI Retain a copy with permit NO. PECTION T(6 --od Q.I! 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:j Type pf 101(6111/4 1(6 s111/ i (4440 ` A5 -O !, Li 50 fzZr- (! _rp a Date Called: Special Instructions:�A Mil Date W/a}ited:-.m. l- �k ppm. Requester: Phone No: Approved per applicable codes. a Corrections required prior to approval. OMMENTS: 42* c•to ern 60 fr e(:_./`(oii c(de,sc 7 Inspector: (t Date: 6 4( n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 21' II 15' PROPOSED RESIDENCE FF: 113.1 GARAGE HI/LOW: 112.1/111.7 CRAWL FL 110.6MIN 36.00' SIL EXIS11NG CONTOUR PROPOSED 4 RESIDENCE .. ' FF: 113.1 GARAGE HI/LOW: — 112.9/112.5 CRAWL FL: 110.6MIN OPOSED 3 RESIDENCE FF: 113.1 N.. GARAGE HI/LOW:� 25.00' 112.8/112.4..: ; ._ ..:.. . CRAWL FL: 110.6MIN 1.14 40' PROPOSED 2 RESIDENCE N FF: 113.1 GARAGE HI/LOM 112.8/112.4 CRAWL FL 110. 40' 270' g+p ---_______ ...._ 4 • _ AIN5,1.0 X S. 2$0' Mur ammaiii 6 5.00' 61.PtR—F CPEP, ' 0.00 �� T 273'48" PERF CPEP1 13.00' -- PROPOSED RESIDENCE FF: 113.1 GARAGE HI/LOW: 112.4/112.0 CRAWL FL: 110.6MIN 43' --J �.. .( PROPOSED ESIDENCE FF: 113.1 GARAGE HI OW: 112.6/1112.2 CRAWL FL: 1110.6MIN 40'. PROPOSED RESIDENCE FF: 113.1 GARAGE HI/LOW: 112.8/112.4 CRAWL FL: 110.6MIN 43'. J iE PROPOSED CONTOU 1 Jan. 8. 2015 3:33PM CG ENGINEERING 25' -7*3 • • . 'a- 7' 'i? 'j.• I\ O()V \\ M \\\ • / .\ '4: / iZ.d 1 )94-k, Nam e 5 4ot 3 P -p0 N +►SITE. PORTION OF NE 1/4, SE 1/4, SECTION 10, T23N, R4E, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON VICINITY MAP NOT TO SCALE 0610'°N 9NIS33N19N3 00 Wd8E:8 S1O/ '8 'upf T.L.SCHRIEVER, PE, PLS, CESCL LAND DEVELOPMENT ENGINEERING 14513.141th barmen (luIfs 132) WoDdlmvlh, WA 9/072 (POO 6194211 off 1125) 419.4141 Imo I(Ovlhihplm.wm • November 18, X2013 I Doak Homes, Inc. 11812 26th Avenue SW Burien, WA 98146 RE: GEOTECHNICAL EVALUATION REPORT FOR RESIDENTIAL BUILDING FOUNDATION Lots 2 through 10, Doak BLA L08-0404 (5l" Place S.) 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. R. to 4386 sq. R. The site is located between Stu Place S. and 50th Avenue S. just north of South 124th 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 now access roadway constructed. Excavated soils may have recently been placed on some of the Tots 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 then 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 Page 1 of 3 ti 'd 06/0 '°N 9NI2133N19N3 93 INd(8:8 SIOZ '8 ''PC T.L.SCHRIEVER, PE, PLS, CESCL LAND DEVELOPMENT iNOINEERINO 14525.14116 Avenue NE (Suite 1321 Woodinville, WA 91072 (2061669.5211 alt (42S) 419.4166 tae tec1vUolloplemem 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' Browrt f111e-medium sand with silt lenses TPS: 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 tenses 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 RECOMMENDATIONS 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 beat a depth of six inches below the top of the floor slab. Footings founded on competent native soils may be designed for an allowable b ing capacity of fifteen hundred (1500) pounds per square foot. The foundation walls should be designnd to resist the lateral earth pressure imposed by an equivalent fluid with a unit weight of thirty-five (40)ipounds 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 arc 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 or 3 S 'd 06Z0'9N 9NIN33N19N3 99 WdEE:6 SIOZ '8 vpf T.L.SCLIURIEVER, PE, PLS, CESCL LAND DEVELOPMENT ENOINEIRINO 14525.141th Amnon! (Svlto 132) Woodinville, WA 91072 (206) 669.5211 oil (425) 489.4161 to f( �civpdteplen.cem 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 Leet 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 es 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 quany 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. Whcn foundation drains arc not installed, we recommend a geotechnical engineer inspect the foundation excavation to verity 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. Sod Log Location Map. /00 011 9 'd 0620 '°N Page 3 of 3 9NIa33N19N3 DO 1NdtiE E SIR '8 Upf DOAK VILLAGE GREEN VICINITY MAP N VICINITY MAP SITE NOT TO SCALE PORTION OF NE 1/4. SE 1/4. SECTION 10, T23N. R4E. W.M. CITY OF TUKWILA. KING COUNTY. WASHINGTON TAX PARCEL NO. 0179001855 0610 '°N 9NIS33NI9N3 90 WdtiE E SIOZ '9 'wpf 8 'd 06/0.°N 9NIS33NION3 00 WdtE: SIO/ '9 'uPr JAMES -ANDERSON DESIGN, P.S. RESIVENTIAL ARCHITECTURE 1 cI626 16th Ave. YV Ste. A Lynnwood, WA <iSOS6 (425) 776-6'166 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 17 2016 City of Tukwila BUILDING DIMON STRUCTURAL CALCULATIONS FOR: Doak Homes Inc. Lot 3 Tukwila, WA FIL RECEIVED .,.... CITY OF TUKWILA APR 062016 PERMIT CENTER Catherine Anderson, Architect 2012 IBC JOB # Lot 3 Date Desc. 3/11/2016 ca 1 original calculation DIV -Ooh DOAK LOT 3 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" O.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: ULTIMATE DESIGN WIND SPEED: WIND EXPOSURE: INTERNAL PRESSURE COEF: COMPONENTS & CLADDING: SEISIMIC DESIGN CRITERIA: PROCEDURE USED:SIMPLIFIED (ASCE IMPORTANCE FACTOR, 1 RISK CATEGORY, II SITE CLASS, D SEISMIC DESIGN CAT., D SEISMIC FORCE RES. SYS, A.15. DESIGN BASE SHEAR = 7116 I I 110 MPH B +/- .55 16 PSF (min) 7-10, 12.14.8) R=6.5 Ss = 1.25 S� = 0.40 Sos = 0.83 SDI = 0.43 Cs = 0.13 Lateral Analysis IBC 2012 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 [16-31 1603.1.4 Wind Design Criteria j16-4] 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 [16-41 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 S1 SDS SD1 85/110 mph 1.00 +/- 55 +/- 16 psf 1.00 1.25 0.4 D 0.83 0.43 D A.15. 7116 lbs 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 7 T 6-1 [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 0.1 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 j16-4] 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 [16-41 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 S1 SDS SD1 85/110 mph 1.00 +/- 55 +/- 16 psf 1.00 1.25 0.4 D 0.83 0.43 D A.15. 7116 lbs 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 7 T 6-1 [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 0.1 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 1609.3 [16-46], F1609 [16-41] Wind Exposure Category B 1609.4 [16-47] Height & Exposure Adjustment = 1.00 ASCE 7 F 28.6-1 (304] Topographic Factor Kzt = 1.00 ASCE 7 F 26.8-1 (252] Wind Pressures ASCE 7 28.6.3 [3021 Ps = X Kzt Ps3o 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 8 :12 or 33.69 degrees 24.25 ft 17 ft 20.625 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 21.60 14.80 17.20 11.80 1.70 -13.10 0.60 -11.30 -7.60 -8.70 2 21.60 14.80 17.20 11.80 8.30 -6.50 7.20 -4.60 -7.60 -8.70 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. F x= D 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) = 25 a (ft) = 3 Areas 2a (ft) = 6 Forces Front to Rear A B C D 24 44 166 224 Fx = 6668 Fxmin = 4580 Front to Rear A B C D 54 8 306 22 Fx = 6430 Fxmin = 3600 Side to Side A B C D 27 8 148 22 Fx = 3507 Fxmin = 2050 Side to Side A B C D 53 167 Fx = 4017 Fxmin = 2200 Version 7.0 Pg 1.2 Seismic Design IBC 2012 Site Clasification, Criteria Selection, & Minimum Design Lateral Force Risk Category Seismic Importance Factor Seismic Design Category Site Class Short Period Acceleration 1 -Second Acceleration Seis. Force Resisting System Response Modification Factor IE Ss Si R I I 1.00 D D 1.25 0.4 A.15. 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=2.Fa•Ss Sim =0.83 2 SD1=3*Fv.S1 SDi = 0.43 Simplified analysis, Seismic base shear ASCE 7 12.14.8 [1081 V = (F Sps/R) W Where: F=1.1 for (2) -story Vertical Distribution, Forces at each level ASCE 7 12.14.8 [1081 FX = (wx/W) V FX = 0.141 x wX Effective seismic weight & Forces (lbs) at Level x ASCE 7 T 6-1 [77] ASCE 7 T 1.5-215] 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 12.2-1 173] 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 = 3571 roof area (ft2) floor area (ft2) story height (ft) wall length (ft) w X 1000 910 8 258 weight (lbs) 15000 0 10320 25320 Diaphragm (x = 1) FX = 4093 roof area (ft2) floor area (ft2) story height (ft) wall length (ft) wX 128 910 8 192 weight (lbs) 1920 9100 7680 29020 Version 7.0 Pg 2.3 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 [16-177 For worse case effect with wind load, L & S shall be zero: Equations 16-18, 16-19and 16-20 become, D+ccW 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 , substitute ASCE 7 EQ 12.14-5 for E (pQE-0.2SDSD) 0.9 D + 1.4 "0.9-0.14 SDS) D+ P QE 1.4 1605.1 [16-13] ASCE 7 12.14.3.1.3 (7), EQ 12.14-5 [104] , simplify & arrange variables EQ 16-22 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 ASCE 7 12.3.4 [83] Diaphragm For Kzt = 1.00 Front to Rear Side to Side Diaphragm Force (lbs) Force (lbs) x = 2 5201 2735 x = 1 5015 3133 • Seismic Design Loads, (p/1.4) FX p = 1.3 ASCE 7 12.3.4 [83] Diaphragm Force (lbs) x=2 3316 x=1 380,0 Version 7.0 Pg 3.4 Allowable Stress Design Loads For Wood - cont. Sum the moments about the base of a shearwall, overturning shall resist, Where, (v•w)•h -/D•W + P•w) 3 \ 2 (v•w)•h - v w h D P (0.9 - 0.14 S os D.— P •w \ 2 = shear per linear foot of shearwall = width of shearwall = height of shearwall = resisting dead load centered over shearwall = resisting dead load at end of shearwall Free Body Diagram of a ShearWall P SUM MOMENTS /—A13OUT CORNER w h (VxW) (20) - 16d for wind for seismic Version 7.0 Pg 3.5 Wall Line Leel (x) .c c, 0 o ' Segment Tributary Toads , Wind Seismic Width Height wr wra wf wfa T(x) T(x+1) T(x) T(x+1) Seis max 1 2 F -R 24.00 8 1.5 4 -332 -844 VD(x+1) [Ibs] % VD(x) [Ibs] VT(x) [Ibs] L V 2008 SDPWS MAX TMAX(x) [Ibs] Wind Seis 50% 50% 2600.52 1657.86 2600.52 1657.86 24.00 24.00 108 69 SEISMIC 2 I 2 I F -R 24.00 8 1.5 4 -332 -844 VD(x+1) [Ibs] % VD(x) [Ibs] VT(x) [Ibs] L V 2008 SDPWS MAX TMAX(x) [Ibs] Wind Seis 50% 50% 2600.52 1657.86 2600.52 1657.86 24.00 24.00 108 69 SEISMIC 3 I 2 I F -R VD(x+1) [Ibs] % VD(x) [lbs] VT(x) [lbs] L v 2008 SDPWS MAX TMAX(x) [Ibs] Wind Seis SEISMIC 4 I 2 I F -R VD(x+1) [Ibs] % VD(x) [Ibs] VT(x) [Ibs] L v 2008 SDPWS MAX TMAX(x) [Ibs] Wind Seis ON, % - SEISMIC Version 7.0 Pg 4.6 Wall Line Level (x) c. G;�o p 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 20.00 8 2.8 4.5 988 195 VD(x+1) [Ibs] % VD(x) [Ibs] VT(x) [Ibs] L V 2008 SDPWS MAX TMAX(x) [Ibsl Wind Seis 2600.52 1657.86 50% 50% 2507.54 1900.12 5108.06 3557.98 20.00 20.00 255 178 SEISMIC 988 195 2 11 I F-R 15.50 8 3.3 4 1731 782 VD(x+1) [Ibs] VD(x) [Ibs] VT(x) [Ibs] L V 2008 SDPWS MAX TMAX(x) [Ibs] Wind Seis 2600.52 1657.86 50% 50% 2507.54 1900.12 5108.06 3557.98 15.50 15.50 330 230 SEISMIC 1731 782 . 3 I 1 I F-R VD(x+1) [lbs] VD(x) [Ibs] VT(x) [Ibs] L v 2008 SDPWS MAX TMAX(x) [Ibs] Wind Seis SEISMIC • 4 I 1 I F-R VD(x+1) [Ibs] VD(x) [Ibs] VT(x) [Ibs] L v 2008 SDPWS MAX TMAX(x) [Ibs] Wind Seis SEISMIC -.„ Version 7.0 Pg 4.7 Wall Line Level () �. oG;�o '0' Segment Tributary loads Wind Seismic Width Height wr wra wf wfa T(x) T(x+1) T(x) T(x+1) Seis max A 2 S -S 11.75 8 5 4 -54 -18 VD(x+1) [Ibs] % VD(x) [Ibs] VT(x) [Ibs] L V 2008 SDPWS MAX TMAX(x) [Ibs] Wind Seis 50% 50% 1367.65 1657.86 1367.65 1657.86 11.75 11.75 116 141 SEISMIC B I 2 I S -S 4.50 8 2 4 285 371 VD(x+1) [Ibs] VD(x) [Ibs] VT(x) [Ibs] L V 2008 SDPWS MAX TMAx(x) [Ibs] Wind Seis 4.50 8 2 4 285 371 4.25 8 2 4 294 382 50% 50% 1367.65 1657.86 1367.65 1657.86 13.25 13.25 103 125 SEISMIC 294 382 C I 2 I S -S VD(x+1) [lbs] % VD(x) (Ibs] VT(x) [Ibs] L v 2008 SDPWS MAX TMAX(x) [Ibs] Wind Seis SEISMIC D I 2 I S -S VD(x+1) [Ibs] VD(x) [Ibs] VT(x) [Ibs] L v 2008 SDPWS MAX TMAx(x) [Ibs] Wind Seis *°+ CI% SEISMIC Version 7.0 Page5.8 Wall Line Level (x) t. Segment Tributary loads Wind Seismic 0C po`� Width Height wr wra wf wfa T(x) T(x+1) T(x) T(x+1) Seis Seis max A 1 S -S 20.83 8 5.5 4 -137 -105 VD(x+1) [Ibs] % VD(x) [Ibs] VT(x) [Ibs] L V 2008 SDPWS MAX TMAX(x) [lbs] Wind Seis 1367.65 1657.86 50% 50% 1566.71 1900.12 2934.36 3557.98 20.83 20.83 141 171 SEISMIC B I 1 I S -S 4.50 8 7 1105 294 1387 382 VD(x+1) [Ibs] % VD(x) [Ibs] VT(x) [Ibs] L V 2008 SDPWS MAX TMAX(x) [Ibs] Wind Seis 1367.65 1657.86 4.50 8 7 1105 294 1387 382 5.00 8 3 1147 294 1436 382 50% 50% 2.10 7.35 2.5 1194 294 1485 382 332 1566.71 1900.12 2934.36 3557.98 18.75 18.75 156 190 SEISMIC 332 1194 1485 2.65 7.35 2.5 1176 294 1464 382 263 C I 1 Is -S VD(x+1) [Ibs] % VD(x) [Ibs] VT(x) [Ibs] L v 2008 SDPWS MAX TMAX(x) [Ibs] Wind Seis SEISMIC D I 1 I S -S VD(x+1) [Ibs] VD(x) [Ibs] VT(x) [Ibs] L v 2008 SDPWS MAX TMAX(x) [Ibs] Wind Seis SEISMIC Version 7.0 Page5.9 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 SheetingReqm'ts Wind Seis Max 77 69 77 69 83 141 74 125 182 178 235 230 101 171 112 332 SW -1 SW -2 1 1 1 1 1 2 1 1 1 4 4 2 2 SW -3 Shear Transfer Wind Seismic 108 69 108 69 116 141 103 125 255 178 330 230 141 171 156 190 SW -4 SW -5 SW -6 Overturning Values Wind Seismic 1731 1194 1485 235 332 -330 190 Shear Transfer Connectors - CD = 1.6, Hem -Fir Connector 16d Nails Z (lbs) 195.2 lbs 7.1 12.3 0.0 0.0 0.0 0.0 16d Slant Nails (v<150p1f) 162 lbs 5.9 10.2 0.0 0.0 0.0 0.0 Simpson A35 Clip 600 lbs 21.8 37.9 0.0 0.0 0.0 0.0 Simpson H1 Truss Connector 415 lbs 15.1 26.2 0.0 0.0 0.0 0.0 Simpson DTC Clip 210 lbs 7.6 13.3 0.0 0.0 0.0 0.0 1/2" Diameter Anchor Bolts (2x) 912 Ibs 33.2 57.6 0.0 0.0 0.0 0.0 5/8" Diameter Anchor Bolts (2x) 1328 Ibs 48.3 83.9 0.0 0.0 0.0 (20) - 16d 5/8" Diameter Anchor Bolts (3x) 1664 Ibs 60.5 1 105.1 0.0 0.0 0.0 0.0 (plf) (Of) 2011 NDS T I I N [105] 2011 NDS T1I N [105] Simpson C-2013 Simpson C-2013 Simpson C-2013 2001NDS T11E [93] 2001 NDS T11 E [93] 2001 NDS T11 E (93] Page6.10 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%2", 10d=0.148"x3", 12d=0.148"x3'/", 16d=0.162"x3'/2", 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) Allsheathing must be Structural I sheathing U.N.O. HOLDOWN SCHEDULE Date: 3/10/2016 Job #: Lot 9 MARK HOLDOWN / STRAP *(1) FASTENERS TO (2) -STUDS MIN U.N.O. FOUNDATION ANCHOR *(1)(4) COMMENTS T-1 STHD8/8RJ (20) - 16d sinkers N/A 16d @ 6 " o/c A35 @ 16 " o/c 5/8"0x10" AB's @ 48 " o/c SW -2 7/16" OSB 8d @ 4" o/c (12" o/c field) 16d @ 9 " o/c A35 @ 24 " o/c 5/8"0x10" AB's @ 60 " o/c SHEARWALL SCHEDULE Date: 3/10/2016 Job #: Lot 9 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 @ 6 " o/c A35 @ 16 " o/c 5/8"0x10" AB's @ 48 " o/c SW -2 7/16" OSB 8d @ 4" o/c (12" o/c field) 16d @ 9 " o/c A35 @ 24 " o/c 5/8"0x10" AB's @ 60 " o/c ,FIRST FLOOR .SHEARY 4ALL. LAYOUT 1%a"=1' -O • ZEC.OMT, FLOOR SH EA?4ALL LAYOUT 1/8)"=1-0" .. 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 RAF I ERS PARALLEL TO WALL SHEARWALL PER PLAN TIGHT F1T SOLID BLK'G BOUNDARY NAILS PER PLAN ROOF SHEATHING PER PLAN RAFTERS PE ROOF FRAMING PER PLAN • 2X I FD.GER W/ . (2)— 16d EA STUD PEI\DICULAR TO WALL pow:coF s EA TRA SHEARWALL PER PLAN TIGHT F1T.SOLID BLK'G, • BOUNDARY NAILS PER .PLAN ROOF SHEATHING PER PLAN IRUSS.(MONO) PER PLAN 2X CONTINUOUS SOLID BLK'G W% (2)— 16d EA. STUD TRUSSES PERPE NDICULAR TO WALL - SFE • TY91CAL Scale? .3/4" • = 1'-0" SUBJECT: BY: SCPJ F. DATE SI IFFT CHK'D: C U_ A. . [ J - -7--) . f D �l ^ N. E . f i 1t[ THESE DETAILS MAY .BE USED TOCREATE A'..CONTINUOUS: SHEATHING . •_CONDITI-ON THAT. WILL. ALLOW FOR THE OPTIONAL REvOVAL OF .A35- AI\I I F. I inC' PCS iFii I,1 lH �'I"I L.; .I`nAI,``rL:::L�1-LL'LILL .. SW. A.B O VE - SW. BELOW - 1 -6d PER • SW BASE .: • .PLATE - • NAILING • I D IRES 5-27- REED & ASSOCIATES, PS civ6'& Strvcbnd En'g'ineering . 8311 212th St SW -Edmonds, WA 98026 P- '(425)78-2793 EX: (425)775-2073 Sue: ct: RLA JDD _ .r. a i ..t—.Ji V. L 1 1 v� SCALE:3/Q" = 1 DATE 8'. SHEFT: .12/03 1 8Y: T IP •V James -Anderson Design BeamChek v2008 licensed to: James Anderson Design Reg # 8551-66699 Doak/Lot • 7,7 B-1 • Selection Conditions Mirr Bearing Area Data Attributes Actual 'Critical Status Ratio Values Adiustments Loads Beam Prepared by: CA Date: 7/09/08 3-118x 10-1/2 GLB 24F -V4 DF/DF Lu = 0.0 Ft R1= 4.7 in R2= 4.7 int (1.5) DL Defl= 0.14 in Recom:Camber- 0.21 in Baam Span 12:0 ft Beam Wt per ft 7.97 # am Wt Included 96 # Max Moment 9144 `# TL Max Defl L / 240 LL Max Defl L / 360 Reaction 1 LL • 2400 # Reaction 1 TL 3048 # Maximum. V - 3048 # Max V (Reduced) 2603 # TL Actual Defl L / 299 LL Actual Defl L / 419 Reaction 2 LL Reaction 2 A 2400 # . 3048 # • Section (in') Shear (int) 11 Defl (in) LL Defl 57.42 45.72 OK 80% 32.81 16.27. OK 50%. 0.48 0.60 OK 80% • 0.34 0.40 OK 86% Fb (psi) Reference Values - 2400 Adjusted Values 2400 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress .. Gm Wet Use 1.00 1.000 1.00 1.00 Fv (psi) E (psi x mil ) Fc .. (psi) ' 240 240 1.8 1.8 650 650 1.00 N/A 9.00 1.00 • 1.00 CI Stability . 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 400 Uniform TL: 500 = A Uniform Load A R 1 = 3048 7\ • R2 = 3048 SPAN =12 FT Uniform and partial uniform loads are lbs per lineal ft. James -Anderson Design BeamChek v2008 licensed to: James Anderson Design Reg # 8551-66699 Doak/Lot B-2 • Selection Conditions I Min Bearing Area :R1= 5.6 in2 R2= 5,6 in2 (1.5) DL Defl= 0.14 in Beam Prepared by: CA " Date: 7/09/08 3-1/8x 10-1/2 =GLB 24F -V4 DF/DF • Lu = 0.O Ft Data • Attributes Actual Critical Status Ratio Values Adjustments Loads Recom Camber= 0.22 in Beam Span Beam Wt per ft Bm Wt Included Max Moment ' TL Max Defl LL Max Defl 11.5 ft Reaction1 LL 2875 # Reaction 2 LL - 2875 # 7.97 # Reaction 1 TL • 3640 # Reaction 2 TL 3640 # 92 # Maximum V 3640 # 10464 `# MaX'V'(Reduced) • 3086 # L / 240 TL Actual Defl L / 272 L/360 LL Actual Defl L/381 Section (in') 57.42 52.32 OK 91% Shear (in2) TL Defl (in) 32.81 19.29 OK 59% 0.51 0.58 OK 88% LL Defl 0.36 0.38 OK 94% Fb (psi) Reference Values 2400 Adjusted Values 2400 Cv Volume Cd .Duration Cr Repetitive Ch Shear Stress Cm Wet Use Fv (pti) (p si x mil) Fc (psi) 240 240 1.8 1.8 650 650 • 1.000 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: 500 • Uniform TL: 625 = A Uniform Load A /• R1 = 3640 . R2 = 3640 SPAN = 11.5 FT Uniform and partial uniform loads are lbs per lineal ft. James -Anderson Design BearnChek v2008 licensed to: James Anderson Design Reg # 8551-66699 Doak/Lot B-3 Selection Conditions Min Bearing Area Beam Prepared by: CA Date: 7/10/08 6x 12 DF -L #2 . Lu = 0.0 Ft Data Attributes Actual Critical Status Ratio Values Adjustments Loads R1= 3.6 in2 R2= 3.6 in2 (1.5) DL Defl= 0.18 in Beam Span 12.5 ft Beam Wt,per ft 15.37 # Bm Wt Included . • '192 # Max Moment 7038 '# TL.Max Defl • L / 240 LL Max Defl • L / 360 Reaction 1 LL Reaction 1 TL. Maximum V 1094 #K 2252 # 2252 # Max V (Reduced) 1907 # TL Actual Defl L / 527 LL Actual Defl L / >1000 Reaction 2 -LL Reaction 2 TL. 1094 # 2252 ## Section (in') Shear (ink TL Defl (in) LL Defl - 12123 96.53 9K 80% 63.25 • 16.83 OK 27% . 0.28 0.63 OK 46% 0.11 • • 0.42 OK • 26% Fb (psi) Fv (psi) E (psi x mil) Fc i (psi) Reference Values 875 Adjusted Values 875 • CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 170 170 1.3 1.3 625 625 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 "Le = 0.00 Ft Uniform LL: 100 Uniform TL: 125 = A • Par Unif LL Par Unif TL Start • End 75 H = 120 =100 H -Uniform Load A /\- R1 = 2252 R2 = 2252 SPAN = 12.5 FT Uniform and partial uniform loads are lbs per lineal ft. • 12.5 12.5 James -Anderson Design • BeamChek v2008 licensed to: James Anderson Design Reg # 8551-66699 • Doak/lot 3 B-4 Selection • Conditions • • Min Bearing Area beam Prepared by: CA Date: 7/30/08 4x 8 bF-L #2 . Lu = 0.O.Ft to Attributes Actual Critical Status ' Ratio Values Adjustments Loads Beam Span Beam Wiper ft Bm Wt Included Max Moment • TL Max Defl LL Mai( Defl R1= 1.3 int R2= 1.3 tn2 (1.5) DL Defl= 0.14 in 12.5 ft 6.17 # 77 # 25621# L/240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V' Max V (Reduced) TL Actual Defl LL Actual Defl 625 # 820 # 820 # 741 # L/331 L / 486 Reaction 2 Lt..- Reaction LReaction 2 TL 625 # 820 # Section (in3) Shear (n2) TL Defl (in) LL Defl 30.66 26.28 OK 86% 25.38 6.17 OK 24% 0.45 0.63 OK 72% 0.31 0.42 OK 74% Fb (psi) Fv (psi) (P si x mil) Fc I (psi) Reference Values - 900 180 Adjusted Values 1170 180 CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress . N/A Cm Wet Use 1.00 1.00 1.6 . . 625 1.6 625 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft '..Uniform LL: 100 Uniform TL: 125 = A Uniform Load A RI =. 820 R2=820 SPAN = 12.5 FT Uniform and partial uniform loads are lbs per lineal ft. James -Anderson Design BeamChek v2008 licensed to: James -Anderson Design Reg # 8551-66699 Doak/Lot 7j •H-1 • Selection Conditions Min Bearing Area Data Attributes Actual Critical Status Ratio Header Prepared by: CA Date: 7/09/08 4x 6. DF -L"#2 Lu = 0.0 Ft Values Adiustments Loads • R1= 1.8 in' R2= 1.8 in' . (1.5) DL Defl= .0.05 in Beam Span 5.0 ft Beam Wt per ft 4.68 # Bm Wt. Included 23 # Max Moment 1390 `# TL Max Defl L / 240 LL Max Defl . L / 360 Reaction 1 LL 688 # Reaction 2 LL .688 # Reaction 1 TL 1112 # Reaction 2 TL 1112 # Maximum V 1112 # Max V (Reduced) 908# • " TL Actual Defl L / 627 LL Actual Defl L / >1000 Section (in') Shear (in') TL Defl (in) - LL Defl 17.65 14:25 OK 81% 19.25 7,57 OK 39% 0.10 0.25 OK 38% 0.05 0.17 OK 30% Fb (psi) Fv (psi) . (p si x mil Fc I (psi) Reference Values 900 Adjusted Values 1170 CF Size Factor Cd Duration Cr Repetitive Ch` Shear Stress Cm Wet Use 1.300 1.00 1.00 1.00 180 180 1.6 1.6 625 625 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 275 Uniform TL: 440 = A Uniform Load A R1 = 1112 R2 = 1112 SPAN=5FT Uniform and partial uniforrn loads are lbs per lineal ft. Notes Worst case at roof . James -Anderson Design BeamChek v2008 licensed to: James -Anderson Design Reg # 8551-66699 Doak/Lot H-2 Selection' Conditions Data Attributes Actual Critical Status Ratio Values Ad/ustrnents Loads Header Prepared by: CA Date: 7/10/08 6x 8 DF -L #2 1_u = 0.0 Ft . Min Bearing Area R1= 3.2 int R2= 3.2 int (1.5) DL Defl= 0.03 in Beam Span Beam Wt per ft Bm Wt Included Max Moment 11.. Max Defl LL Max Defl 5.0 ft Reaction 1•LL 1238 # 10.02 # Reaction 1 TL 2013 # 50 # Maximum V 2013 # 2516 '# Max V (Reduced) 1509 # L / 240 TL Actual be L / >1000 L / 360 LL Actual Defl L / >1000 Reaction 2 LL Reaction 2 TL 1238 # 2013 # Section (in') Shear (ire) TL Defl (in) LL Defl 51.56 40.25 • OK 78% 41.25 13.32 OK 32% 0.06 0.25 OK 22% 0.03 0.17 OK 17% Fb (psi) Reference Values . 750, Adjusted Values 750 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00. 1.00 1.00 Fv (psi) E (psi x mil) Fc I (psi) 170 170 1.3 1.3 625 625 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 220 Uniform TL: 275 = A Par Unif LL Par Unif TL c• 275 H = 440 =80. H Uniform Load A R1.= 2013 R2 = 2013 SPAN = 5 FT Uniform and partial uniform loads are lbs per lineal ft. Notes ` Worst of first floor'UNO Start 0 End 5.0 5.0 James -Anderson Design BeamChek v2008 licensed to: James -Anderson Design Reg # 8551-66699 Doak/Lot 5 H-2 Selection Conditions 11 gJ nf Header Prepared by: CA Date: 7/10/08 6x8 DF -L #2 . Lt.!" = 0.0 Ft Min Bearing Area R1= 5.0 rr2 R2= 2.5 in2 (1.5) DL Defl= 0.05 in 1 1 1 10 06auti,u0 pu 6j: P5.2!us (.1.2) VD* 0.02P Cougipouz 2sIscpou : I EX 9 DE 1' its ' = 0'0 Li H -S • bLsb9L6q pA: cv DWG: IV 0108 B6guicu6K Avg ping to:lsinG2-yugst2ou psOu Asa # 8221-00088 'swsa-yugGL2ou Dsalau Window, Skylight and Door Schedule Project Information Exempt Swinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) Component Description Ref. U -factor Ref, U -factor Contact Information Width Height Qt. Feet Inch Feet Inch Width Height Qt. Feet Inch Feet inch Area UA I17.81 17.781 0.0 0.00 Area 6.0 UA 1.80 40.0 12.00 72.0 21.60 0.0 8.0 0.00 2.40 41.0 30.0 27.0 0.0 0.0 12.30 9.00 8.10 0.00 0.00 0.0 0.0 0.00 0.00 0.0 0.0 0.00 0.00 0.0 0.0 0.00 0.00 0.0 0.0 0.0 0.00 0.00, 0.00 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.0 0.0 0.00 0.00 0.0 0.0 0.0 0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.00 0.00, 0.00 0.00 0.0 0.0 0.00 0.00 0.0 0.00 James -Anderson Design BeamChek v2008 licensed to: James -Anderson Design Reg # 8551-66699 .. DoatdLot 3 H-2 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Header Prepared by. CA Date: 7/10/08 6z 8 DF -L #2 . Lu = 0.0 Ft Min Bearing Area Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl DL - " 0.05 in Reaction 2 LL Reaction 2 TL 6.0 ft 10.02 # 60 # 2895`# L/240 L / 360 Reaction 1 LL 1941 # Reaction 1 TL 3138 # Maximum V 3138 # Max V (Reduced) 2465 # TL Actual Defl L / 757 LL Actual Defl L / >1000 1004 # 1572 # • Section (ins) 51.56 46.31 • OK 90% Shear (int) TL Defl (in) t_L Defl 41.25 • 21.75 OK 53% 0.10 • 0.30 OK 32% • 0.05 0.20 • OK • 25% Fb (psi) Reference Values ' 750 Adjusted Values 750 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use Fv (psi) E (psi x mi 1) Fc (psi) 170 170 1:3 ' 1.3 625 625 1.000 1.00 1.00 1.00 1.00 N/A 1.00 1.00 • 1.00 Cl Stability . 1.0000 Rb = 0.00 Le = 0:00 Ft • Uniform LL: 220 Uniform TL: 275 = A Point LL Point TL 1000 ' • Pt loads: R1=3138 Distance Par Unif LL Par Unif TL Start B = 1600 0.5 125 .H=200 I=80 H Uniform Load A I© R2 = 1572 SPAN= 6FT Uniform and partial uniform loads are lbs per lineal ft. (dotes Worst of first floor UNO End 0 5.0 0 5.0 Doak/Lot H-3. • Selection 1 4x 10 DF -L #2 Conditions • Min Bearing Area R1=.2.3 int R2= 2.3 inZ (1.5) DL Deft= 0.03 in James -Anderson Design BeamChek v2008 licensed to: James Anderson Design Reg # 8551-66699 Header Prepared by: CA Date: 7/10/08 Lu = 0.0 Ft_ 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 Reaction 1 LL 1120 # Reaction 2 LL 7.87 # Reaction 1 TL • 1431 # Reaction 2 TL 63 # Maximum V 1431 # 2863'# Max V (Reduced) 1156 # L / 240, • TL Actual Defl L / 971 L / 360 'LL Actual Defl L / >1000 Section (in3) Shear (int) TL Defl (in) LL Defl 0.07 0.27 • OK 26% 49.91 • 31.81 OK 64% '32.38 9.63 OK • 30% Fb (psi) Reference Values 900 Adjusted Values 1080 1.200 1.00 1.00 0.10 0.40. OK 25% Fv (psi) E (psi x mi 180 180 1.6 1.6 CF Size Factor Cd Duration • Cr. Repetitive Ch Shear Stress Gm Wet Use CI Stability 1.0000 Rb = 0.00 ' Le = 0.00 Ft 1.00 Uniform LL: 280 • 1.00 N/A 1.00 1.00 1) Fc l (psi) 625 625 1.00 Uniform TL: 350 = A Uniform Load A R1 = 1431 R2 = 1431 SPAN = 8 FT Uniform and partial uniform loads are lbs per lineal ft. 1120 # 1431# James -Anderson Design BeamChek v2008 licensed to: James Anderson Design Reg # 8551-66699 Column Prepared by. CA Date: 7/09/08 2x 6 Hem -Fir #2 Solid Wood Column Using values -for 2x and 4x solid sawn, Dimension Lumber. DoaidLot .� C-1 Selection CondifiOns Data Load 3179 # . Column Area 8.25 int Kf 1.00 Actual Height 7.66 ft le d1 Effective Ht 0 in c 0.80 KcE 30 Unbraced L1 0.0 ft le d2 Effective Ht 92 in FcE 10 98 Unbraced L2 7.66 ft Ke Buckling Mode 1.0 Fc II (Psi) E (psi x mil) Reference Values 1300 1.3 Adjusted Values 977 1.3 CF Size Factor 1.10 Cd Duration 1.00 Cm Wet Use 1.00 1.00 Cp'Stability 0.68 'Attributes and Values Controlling d is 5.5 inches Ie/d. psi Area (in') Actual 17 385 8.25 Critical 50 977. 3.25 Status OK OK OK Ratio 34% • 39% 39% . Note: A wood plate under this column must have an Fc value, perpendicular to the grain, greater than 385 psi. Doak/Lot 7j C-2 Selection Conditions . Data James -Anderson Design BeamChek v2008 licensed to: James Anderson Design Reg # 8551-66699 Column Prepared by: CA Date: 7/10/08 . (3) 2x 4 Hem -Fir #2 Nailed Built -Up Wood Column values for 2x and 4x solid sawn, Dimension Lumber. Laminate built-up nailed columns per NDS 15.3.3.1 or per local code. Load • 3640 # Column Area . 15.75 int • Kf 1.00 Actual Height 7.66 ft le d1 Effective Ht 92 in c 0.80 Unbraced L1 . 7.66 ft le d2 Effective Ht .92 in KcE 0.30 Unbraced L2 7.66 ft Ke Buckling Mode • 1.0 FcE . 566 Fc 11 (psi) E (psi x mil) Attributes and Values Controlling.d is 3.5 inches le/d psi Area (ire) Actual 26 231 15.75 Critical 50 512 7.1 Status OK - OK OK Ratio 52% 45% • 45% Reference Values 1300 Adjusted Values 512 CF Size Factor Cd Duration Cm Wet Use Cp Stability • 1.15 1.00 1.00 0.34 1.3 1.3 1.00 Note: A wood plate under this column must have an Fc value, perpendicular to the grain, greater than 231 psi • Doak/Lot ' C-3 Selection Conditions Data James -Anderson Design BeamChek ✓2008 licensed to: James Anderson Design Reg # 8551-66699 Column Prepared by: CA 2x 6 Hem -Fir #2 Using values for 2x and 4x solid sawn, Dimension Lumber. Solid Wood Column Date: 7/10/08 Load 3048 # Actual Height 7.66 ft Unbraced L1 0.0 ft Unbraced L2 7.66 ft Controlling d is 5.5 inches psi Area (in') Attributes and. Values Actual Critical Status Ratio Ie/d 17 50 OK 34% Column Area le d1 Effective Ht le d2 Effective Ht Ke Buckling Mode 369 977 OK 38% 8.25 3:12 OK ' 38% 8.25 int • Kf Din. c 92 in KcE 1.0 FcE Reference Values Adjusted Values CF Size Factor Cd Duration Cm Wet Use Cp Stability Note: A wood plate under this column must have an Fc value, perpendicular to the gra 1.00 0.80, 0.30 1398 Fc Ij (psi) E (psi x mil) 1300 1.3 977 1.3 1.10 1.00 1.00 • 1.00 0.68 in, greater than 369 psi. Doak/Lot Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads Point LL 1.000 James -Anderson Design BeamChek v2008 licensed to: James Anderson Design Reg # 8551-66699 girder Prepared by: CA Date: 7/09/08 Lu = 0.0 Ft 6x 10 DF -L #1 Min Bearing Area R1= 2.3 in2 R2= 4.5 1n2 (1.5) DL Dell= Beam Span Beam Wt per ft Bm Wt Included Max Moment" TL Max Defl_ LL Max Dell 12.5 ft 12.7 # 159 •# 8370 '# L / 240 L / 360 Section in Shear in 82.73 74.40 OK 90% 52.25 21.68 OK . 41% Fb •si Reference Values 1350 Adjusted Values 1350 1.000 1.00 . 1.00 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm -Wet Use CI Stability Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl TL Defl in 0.40 0.63 OK 64% Fv •s 170 170 1.00 N/A 1.00 1.00 1.0000 Rb = 0.00 Le = 0.00 Ft 835 #' 1415 # 2784 # 2457 # L / 375 L/743 LL Defl 0.20 0.42 OK. 48% E •sixmi Fcl •s 1.6 625 625 0.20 in Reaction 2 LL Reaction 2 TL 1.6 1.00 Point TL B=1600 Pt loads: R1 = 1415 Distance 8.0 Par Unif LL 250 50 1.00 Par Unif TL H = 400 1=80 H. R2 = 2784 SPAN =12.5 FT Uniform and partial uniform loads are lbs per lineal ft. Notes for loads onfr Start 8.0 0 1691 # 2784 # End 12.5 8.0 Doak Lot Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments James -Anderson Design BeamChek v200B licensed to: James -Anderson Design Reg #8551-66699 girder • - Prepared by:. CA Date: 7/09/08 Min Bearing Area Beam Span Beam Wt per ft. Bm Wt Included Max Moment TL Max Defl LL Max Defl D fl026• R1= 5.1 int R2= 3.3 in Z (1.5) DL Defl= ►n. 15.0 ft 15.37 # 231 # 12295`# L / 240 L/360 Section (in3) Shear in 121.23 63.25 10929 24.54 OK. OK .90% 39% Fb •si Reference Values 1350 Adjusted Values 1350 1.000 1.00 1.00 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use Cl Stability Loads Point LL Point TL 1000 B=1600 Pt loads: • L R1 = 3179 H Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 1915 #- 3179 # 3179 # 2781' # L / 349 L / 696 TL Defl in LL Defl 0.52 0.26 0.75 . .0.50 OK OK 69% 52% Fv •si E .si x mi 170 1.6 1.6 170 1.00 N/A 1.00 1.00 1.0000 Rb = 0.00 Le = 0.00 Ft Reaction 2 LL Reaction 2 TL Fc1 .s 625 625 1.00 1.00 Distance Par Unif LL Par Unif TL 8.0 250 H = 400 50 1=80 R2 = 2091 SPAN = 15 FT. ljtuforin and partial uniforrn loads are lbs per. lineal ft. . Notes For loads only Start 0 7.0 1235 # 2091 # End 7.0 15.0 Overhead Glazing (Skylights) Component Descri • tion Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Width Height Ref. U -factor Qt. Feet I"`h. Feet inch Sum of Overhead Glazing Area and UA Overhead Glazing Area Weighted U = UA/Area u.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 224.0 67.20 Area 0.30 UA 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.00 Overhead Glazing (Skylights) Component Descri • tion Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Width Height Ref. U -factor Qt. Feet inch Feet inch Sum of Overhead Glazing Area and UA Overhead Glazing Area Weighted U = UA/Area Total Sum of Fenestration Area and UA (for heating system sizing calculations) 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 224.0 67.20 Area 0.30 UA 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.00 241.8 84.98 r Simple Heating System Size: Washington State This heatina system sizina calculator is based on the Prescriptive Requirements of the 2012 Washington State Enemy Code (WSEC) and ACCA Manuals J and S. This calculator will calculate heating loads only. ACCAprocedures for sizing cooling systems should be used to determine cooling Toads. The glazing (window) and door portion of this calculator assumes the installed glazing and door products have an area weighted average U -factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop-down options, please call the WSU Energy Extension Program at (360) 956-2042 for assistance. Contact Information Heating System Type: O All Other Systems 0 Hee Pump To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instructions Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) Average Ceiling Height Instructions Average Ceiling Height (ft) Glazing and Doors Instructions Skylights Instructions Insulation Attic Instructions Single Rafter or Joist Vaulted Ceilings Instructions Above Grade Walls (s.. Floure 1) Instructions Floors Instructions Select R -Value Below Grade Walls (0.. Figure 1) T V Instructions Slab Below Grade fay. Figur. 1) Instructions Slab on Grade (see Figure 1) Instructions Location of Ducts Instructions Design Temperature Difference (AT) 46 AT = Indoor (70 degrees). outdoor Design Temp Conditioned Volume 12,000 U -Factor X Area = UA 0.30x. A 4.Ih;''' 67.20 U -Factor X Area = UA 0.50 U -Factor X Area = UA No selection U -Factor X Area ^yg UA No selection U -Factor X Area UA No selection U -Factor X Area UA No selection rr7 U -Factor X Area UA No selection -. df F -Factor X Len th UA No selection--- F-Factor X Len th No selection Duct Leakage Coefficient 1.10 UA Sum of UA 67.20 Envelope Heat Load 3,091 Btu / Hour Sum or UA X AT Air Leakage Heat Load 5,962 Btu / Hour VolumeX 0.5X5TX.018 Building Design Heat Load 9,053 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 9,958 Btu / Hour Ducts In unconditioned space: Sum of Building Heat Loss X 1.10 Ducts In conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 13,941 Btu / Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13) Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing (window) and door portion of this calculator assumes the installed glazing and door products have an area weighted average U -factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop-down options, please call the WSU Energy Extension Program at (360) 956-2042 for assistance. Project Information Contact Information Doak Lot 3 Heating System Type: QQ All Other Systems Q Hea Pump To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instructions ['Tukwila Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) Average Ceiling Height Instructions Average Ceiling Height (ft) Glazing and Doors Instructions Skylights Instructions Insulation Attic Instructions R-49 Single Rafter or Joist Vaulted Ceilings Instructions l Select R -Value Above Grade Walls (see Figure 1) Instructions Floors Instructions LrF-t_;1. Intermediate L R-30 Below Grade Walls (see Figure 1) Instructions N Select R -value j Slab Below Grade (see Figure 1) Instructions Select conditioning Slab on Grade (see Figure 1) Instructions L( Select R -value Location of Ducts Instructions 1 Unconditioned Space Dlro- OO'15 i-1) L1 Design Temperature Difference (AT) AT= Indoor (70 degrees) - Outdoor Design Temp 1,500 8.0 U -Factor X 0.30 U -Factor 0.50 46 REVIEWED FOR CODE COMPLIANCE Conditioned Volume APPROVEC 12,000 Area = UA MAY 17 2016 224 X Area U -Factor X 0.026 U -Factor X No selection U -Factor X 0.056 Area 925 67.20 UA Chit Ciff ' jukVtllld I.40ILDING i3IVIS1ON UA 24.05 Area UA Area 2,021 U -Factor X Area 0.029 913 UA 1131&3RRECTION UATR# 26.46 U -Factor X Area UA No selection F -Factor X Len UA No selection F -Factor X Length UA No selection L�il D --- CITY OF TUKWILA MAY 12 2016 Duct Leakage Coefficient PERInIIT CENTER 1.10 Sum of UA 230.89 Envelope Heat Load 10,621 Btu / Hour Sum of UAXOT Air Leakage Heat Load 5,962 Btu / Hour VolumeX 0.6XAT X.018 Building Design Heat Load 16,582 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 18,241 Btu / Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 25,537 Btu / Hour Building and Duct Heat Loss X 1.40 for Forced Air Fumace Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13) 40 Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information ✓/aiiie5//)C S t &/L1 5 l81.2, 44/0e - (..1/1/41i,1)1 /0e- .. %C- i,1)1 /4 1,t) f4 Contact Information ,DN(.2y,/ ,bev)k, 1/'/ This project will use the requirements of the Prescript've Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. /7 Authorized Representative All Climate Zones Efficient Building Envelope 1 a R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 Skylight U -Factor n/a 0.50 Glazed Fenestration SHGCb a n/a n/a Ceiling 49' 0.026 Wood Frame WaIRk.' 21 int 0.056 Mass Wall R -Value' 21/21h 0.056 Floor 309 0.029 Below Grade Wall° k 10/15/21 int + TB 0.042 Slabd R -Value & Depth 10, 2 ft n/a able H402.1.1 and I able H402.1.3 Footnotes included on Page 2. Date itpJ C-),cl6 C RECEIVED CITY OF TUKWILA APR 0 6 201 PERROT CENTER Each dwelling unit in one and two-family dwellings and townhouses, as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: Z1. Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. 02. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in #1 or #3, including additions over 750 square feet. ❑3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. 04. Dwelling unit other than one and two-family dwellings and townhouses: Exempt As defined in Section 101.2 of the International Residential Code Table R406.2 Summary Option Description 1 a Efficient Building Envelope 1 a 0.5 1 b Efficient Building Envelope 1 b 1.0 1c Efficient Building Envelope lc 2.0 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a N 5% 0.5 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 2.0 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 0.5 5b Efficient Water Heating 1.5 6 Renewable Electric Energy 0.5 FC.tVltVVLU 1`OI•< CODE COMPLIANCE II ❑ APPROVED MAY 17 2016 City of Tukwila ILDING DIVISION *1200 kwh Total Credits *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/Table 406 2 Energy Credits 2012 WSEC.pdf 0.0 0.00 Table R402.1.1 Footnotes For 51: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R -values are minimums. U -factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R -value of the insulation from Appendix Table A101.4 shall not be less than the R -value specified in the table. b The fenestration U -factor column excludes skylights. The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. Basement wall insulation is not required in warm -humid locations as defined by Figure R301.1 and Table R301.1. g Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cavity insulation plus R -S continuous insulation or insulated siding. If structural sheathing covers 40 percent or Tess of the exterior, continuous insulation R -value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. ' The second R -value applies when more than half the insulation is on the interior of the mass wall. For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration U -factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. April 27, 2016 City of Tukwila Department of Community Development DARRYL DOAK 11812 26 AVE SW BURIEN, WA 98146 RE: Correction Letter # 1 COMBOSFR Permit Application Number D16-0095 DOAK HOMES INC LOT 3 - 5014 S 122ND LN Dear DARRYL DOAK, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Egress windows located on the buildings minimum 5 -foot side setback shall be required to provide adequate ground ladder access to all rescue (egress) windows above the first story. The "flat landscape" shall be a 12 -foot by 4 -foot wide area below the rescue window. Since the minimum set back is 5 -feet on each side of the property lines, a minimum of 10 -feet by 4 -feet shall be allowed between buildings if applicable. Provide a note on the plan that no fence other than a wood fence or similar shall be allowed at that location. Fire department shall have the ability to easily remove that portion of fence as necessary for rescue. As an alternative, the building may also be designed where bedrooms are located on the side of the building to provide for adequate ground ladder access. (TMC 16.16.070) 2. Provide a window and door schedule on the plan. Specify U -values of the exterior openings. Specify egress windows for bedrooms and show on the plan view. 3. Elevation detail on sheet 8 shows roof insulation as R-38. This shall be changed to R-49 unless the roof is to be advanced framing where R-38 would be allowed. 4. In Lieu foundation drainage shown on sheet 8, add a footing drain detail with notes, to show gravel shall extend at least 1 foot min. beyond the outside edge of the footing and 6 inches min. above the top of the footing and covered with an approved filter membrane material. Perforated pipe shall be placed on a minimum of 2 inches of washed gravel or crushed rock at least on sieve size larger than perforation and covered with not less than 6 inches of the same materials. Roof drains and footing drains shall tight line separately to a discharge system or facility. The intent is that groundwater will not accumulate in the crawl space. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 5. Outdoor combustion air shall be provided for gas appliances located in the garage. Show combustion air opening(s) with sizes specified in the garage. (IRC G2407.6 & IMC 304.6) 6. The fireplace extends into the 5 foot setback. Where protrusions extend into the setback that wall shall be one hour rated wall. Provide details for the one hour wall, or relocate the fireplace to not extend into the setback. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, 'bILQ Bill Rambo Permit Technician File No. D16-0095 6300 Southcenter Boulevard Suite #100 • Tukwila Washinxton 98188 • Phone 206-431-3670 • Fax 206-431-3665 r'ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0095 DATE: 05/12/16 PROJECT NAME: DOAK HOMES - LOT 3 SITE ADDRESS: 5014 S 122 LN Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works n Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 05/17/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n DUE DATE: 06/14/16 Approved with Conditions n Denied (corrections entered in Reviews) (ie: Zoning Issues) Vc49 fk(Ae • Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0095 PROJECT NAME: DOAK HOMES - LOT 3 DATE: 04/6/16 SITE ADDRESS: 5014 S 122ND LN X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: 444° Building Division Se 11-‘\ /4('J L �t4v Public Works /4t4 4W C f(O LTz? A -f --t I-- U Planning Division Fire Prevention IP Structural Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 04/7/2016 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE: 05/5/2016 Approved with Conditions ❑ Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only j �j CORRECTION LETTER MAILED: L2 -7v ` F� Departments issued corrections: Bldg Fire 0 Ping ❑ PW ❑ Staff Initials: 1/fre 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter.Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions the mail, fax, etc, Date: J� /4, ill not be accepted through Plan Check/Permit Number: D 16-0095 ❑ 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 3 Project Address: 5 014 S 122 Ln RECEIVED CITY OF TUKWILA MAY 12 2016 PERMIT CENTER Contact Person: Phone Number: -' Summary of Revision: g&S / � Y v �"rrt --1 4 endo — A/4_ sAyi'Tl l eyz,i 1f Liyh/6� yA amu- Iii s wJNt s o1DE Adm 4 iat- . ,-t rc,ht cf 7 aAd ( 3 Sheet Number(s): "Cloud" or highlight alt areas of revision including date of revision Received at the City of Tukwila Permit Center by: (a --Entered in TRAKiT on S D=1, l9 \applications\forms-applications on line\revision submittal Created: 8-13-2004 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: 0179001857 Address: 5014 S 122ND LN Applicant: DOAK HOMES INC LOT 3 WATER METER INFORMATION Permit Number: D16-0095 Issue Date: 6/1/2016 Permit Expires On: 1/2/2017 DESCRIPTION OF WORK: CONSTRUCTION OF A 1500 SQ FT SINGLE FAMILY RESIDENCE, 240 SQ FT ATTACHED GARAGE AND 63 SQ FT COVERED DECK. METER #1 METER #2 METER #3 Water Meter Size: .75" Water Meter Type: PERM Work Order Number: 21640111 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: $625.00 $0.00 $0.00 Cascade Water Alliance (RCFC): $6,005.00 TOTAL WATER FEES: $6,630.00 $0.00 $0.00 Residential Sewer Use f -rtification Sewage Treatment Capacity Charge 11.41 King County Department of Natural Resources and Parks Wastewater Treatment Division • To be completed for all new sewer connections, re- connections, or change of use of existing connections. • This form doesnot apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 0/ Sd /yve. Property Street Address ety4 City State ZIP DQE /-//Orae ; /41 Owner's Name /l1)212 -- Owner's Mailing Address 814r1 r' Vele 1 City State ZIP 2494 - 4/41:'-‘5-R7 Owner's Phone Number (with Area Code) 9.06 312-2 O Property Contact Phone Number (with Area Code) Party to be Billed (if different than Owner): ,4 e Name Street Address City State ZIP For King County Use Only Account # No. of RCEs Monthly Rate Sewer District Date of Sewer Connection Side Sewer Permit m b r V 01 Required: Property Tax Parcel. Number AP- ' Subdivision Name ,/ 'Subdivision Number q ,41417-"1 t7J4l%?/iiil- Residential Customer Please check appropriate box: Equivalent (RCE) :Single-family (free standing, detached only) 1.0 Multi -Family (any shared walls): ❑ Duplex (0.8 RCE per unit) 1.6 ❑ 3-Plex (0.8 RCE per unit) 2.4 ❑ 4-Plex (0.8 RCE per unit) 3.2 ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 - If Multi -family, will units be sold individually? ❑ Yes ❑ No If yes, will this property have a Homeowner's Association? ❑ Yes ❑ No Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 206-477-5533. 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 orrecte data or det rmin tion of a revised capacity charge. Lt T umber Ai In Buildi g Name Block Number 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? ❑ YesNo Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No Signature of Owner/Representative gkv r Date ti Print Name of Owner/Representative,-9f g I / j)0/41‹ / 1057 (Rev. 10/14) White - King County Yellow - Local Sewer Agehcy Pink - Sewer Customer Sao qR• DOAK HOMES INC Home Espafiol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries Page 1 of 2 A -Z Index Help My LRT Workplace Rights Trades & Licensing DOAK HOMES INC Owner or tradesperson Principals DOAK, DARRYL E SR, PRESIDENT DOAK, ESTRELLA M, VICE PRESIDENT Doing business as DOAK HOMES INC WA UBI No. 601 329 337 11812 26TH AVE SW SEATTLE, WA 98146 206-246-6587 KING County Business type Corporation Governing persons DARRYL EUGENE DOAK SR ESTRELLA M DOAK; 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— 08/13/2017 Bond CBIC Bond account no. SC9910 $12,000.00 Received by L&I Effective date 08/01/2001 08/01/2001 Expiration date Until Canceled Insurance Developers Surety & Indem Co $1,000,000.00 Policy no. BIS00022982-01 Received by L&I Effective date 08/11/2015 08/26/2015 Expiration date 08/26/2016 Insurance history Savings (in lieu of bond) Received by L&I $12,000.00 Effective date https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601329337&LIC=DOAKHI*092NZ&SAW= 5/18/2016 GENERA- NOTES 1 CONTRACTOR SHALL.. VERIFY ALL EXISTING SITE CONDITIONS FOR COMPLIANCE WITH PLANS AND SPECiFIGATIONS. SITE GONDmONS INCLUDE, SOIL, TOPOGRAPHY, REQUIRED SETBACKS AND iF APPLICABLE, THE DIMENSIONS OF EXISTING STRUCTURES AND THEIR STRUGiURAL AND MECHANICAL COMPONENTS. THIS OFFICE SHALL BE NOTIFIED PRIOR TO CONSTRUCTION OF DISCREPANCIES, AMBIGUU1ES OR OMISSIONS N THE PLANS. 2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER DRAWING SCALE: DETAILS TAKE PRECEDENCE OVER PLAN AND ELEVATION VIEWS. 5. ALL WORKMANSHIP, MATERIALS AND INSTAL i ET7 PRODUCTS SHALL MEET OR EXCEED THE ACCEPTED INDUSTRY STANDARDS AND SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE IB.C., WS.E.C., N T.S.,U.P.G., N.ES.. U.M.G., AND ALL APPLICABLE LOCAL GORES, WHiCH SHAD_ TAKE PRECEDENCE OVER NOTES, SPECIFICATIONS AND DRAWINGS. 4. UNLESS A PROFESSIONAL SURVEY AGGOMPANIES THE PLANS, THE SITE PLAN WAS DRAWN FROM GENERAL 51TE LANDMARKS AND IS NOT TO BE CONSTRUED A5 A PROFESSIONAL SURVEY.. THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR MAINTAINING REQUIRED ZONING SETBACKS OR SHALL, AT HIS DISCRETION, REQUEST THE OWNER TO PROVIDE A PROFESSIONAL SURVEY TO DETERMINE SETBACKS AND/OR OTHER ZONING RESTRICTIONS. 5. THE CONTRACTOR SHALL.. SECURE ALL NECESSARY • PERMITS AND INSPECTIONS ANT? SHALL NOTIFY THIS OFFICE, PRIOR TO CONSTRUCTION, OF ANY REVISIONS OR ADDED REQUIREMENTS REQUESTED BY THE BUILDING OFFICIAL WITHIN THEIR JURISDICTION. 6. THE CONTRAGTOR SHALL VERIFY SIZE AND LOCATION OF ALL REQUIRED OPENINGS IN FLOORS, WALLS AND ROOF Y4rIH PROPOSED MEC, HANICAL, PLUMBING AND ELECTRICAL WORK PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. . 1. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT, PROTECTED UNDER COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT, REPRODUCTION OR USE OF THESE SERVICE DOCUMENTS BEYOND THE SCOPE OF THIS PROJECT I5 FRONTS► i WITHOUT" PERMISSION N WELTING FROM THE ARCHITECT. GENERAL CONSTRUCTION NOTES A. - SITE CONDITIONS AND SITE WORK 1. IF SOiL CONDITIONS ENCOUNTERED UPON EXCAVATION DIFFER FROM THE SOiL BEARING CAPACiTY OUTLINED UNDER "DESIGN LOADS", OR IF EXCESSIVE GROUND WATER IS PRESENT, CONTACT THIS OFFICE BEFORE PROCEEDING. ALL FOOTINGS SHALL EXTEND TO BELOW THE FROST LiNE AND SHALL BEAR ON UNDISTURBED, NATIVE SOL. 2. DO NOT BACKFILL UNTiL WALLS HAVE BEEN ADEQUATELY BRACED OR HAVE BEEN DESIGNED TO RESIST LATERAL EARTH PRESSURE. BACKFILL MATERIAL SHALL. BE CLEAN, PERME...ABLE AND FREE OF ORGANIC MATERIALS. 3. INSTALL 4" 01AM. PVC PERFORATED PERIMETER. DRAINS (AS REQUIRED BY SITE CONLDmONS) 114 1 CU. FT. OF DRAIN GRAVEL. PER. LINEAL FOOT, AND PROVIDE SEPARATE DOWNSPOUT AND SEALED SURFACE DRAINAGE ASID/OR RETENTION AS REQUIRED BY LOCAL CODES. 4. EXCAVATED SOL TO BE STOCKPILED ON SITE U.N.O. VV 10' MAX. HGT AND 1/1 H TO V SLOPE. B. CONCRETE 1. CENTER ALL POST FOOTINGS UNLESS NOTED AND PROVIDE 1" PLINTHS AT SLABS OR 5" PLINTHS AT EXPOSED EARTH (6" IF POST 15 PRESSURE TREATED). PROVIDE 6" MIN. FROM SILL PLATES TO FINISHED GRADE. DAMP-PROOF FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE SPACE. USE 2 COATS ASPHALTIC EMULSION TO THE EXTERIOR OF THE WALL. G. REINFORCING 1. INSTALL REINFORCING PER. A.G.L. STANDARD PRACTICE. SPLICE CORNER AND CONTINUOUS BARS WiTH A MIN. OF 30 BAR DIAMETERS. MINIMUM BAR CONS COVER: EXPOSURE TO WEATHER 2", TO EARTH 5". TO OTHER 1". 2. EMBED ANCHOR BOLTS A MINIMUM OF T' U.N.O., PLACE WITHIN 12" OF ENDS. 5. NEW FOOTINGS SHALL NOT IMPOSE 'UNDESIGNED" LOADS ON NEW OR EXISTING BASEMENT OR RETAINING WALLS. --- D. LUMBER AND FRAMING 1. FRAMING LUMBER: KD. TO ICI% MOISTURE CONTENT, GRADED PER STD. GRADING RULES PER W.G.L.IB. OR W,W.P.A. AS APPLICABLE. GRADE AND SPECIES PER FRAMING PLANS, GENERAL NOTES AND "DESIGN LOAD CHART'. 2. SILL. PLATES, DECK SUB -STRUCTURES, POSTS AND BEAMS EXPOSED TO WEATHER AND ANY WOOD IN CONTACT Y"JTH CONCRETE SHALL BE PRESSURE TREATED WITH AN - APPROVED PRESERVATIVE. COLUMNS AND POSTS SHALL BE FRAMED TO TRUE END BEARING WITH ADEQUATE ANCHORS AT TOP AND BOTTOM TO AVOID UPLIFT AND DISPLACEMiENT. PROVIDE LATERAL SUPPORT FOR BEAMS, RAFTERS AND JOISTS PROVIDE TEMPORARY BRACING AS REWIRED UNTIL ALL. PERMANENT CONNECTIONS AND STIFFENERS ARE INSTALLED 3. PROVIDE A MINIMUM JOIST BEARING OF 1 1/2" ON 1E1001Z 3" ON CONCRETE. 4. MULTi 2X BUILT-UP BEAMS SHALL BE SPIKED TOGETHER UNLESS NOTED, USE 104 NAILS 0 12" O.G. STAGGERED. 5. SOLID BLOCK W/ 2X 0 MIDPOINT OF STUDS OVER 10 Fes-, BELOW BEARING PARTITIONS PERPENDICULAR TO JOISTS AND RAFTERS 0 SUPPORTS. 6. WOOD ENTERING CONCRETE OR MASONRY SHALL HAVE 1/2" NET AIRSPACE AT TOP, SIPES AND END. 1: DOUBLE JOISTS UNDER PARALLEL BEARING PARTITIONS AND UNDER WINDOW CRIPPLES AT CANTiLEVERED FLOOR SEGT10N5. 5. FIRESTOP AND DRAFTSTOP TO GUT OFF ALL CONCEALED HORIZONTAL AND VERTICAL OPENINGS AT CEILING AND FLOOR LEVELS, FLOOR TO ATTIC., AT 10' INTERVALS HORIZONTAL BEHIND WALL FURRING, AT TOP, BOTTOM AND SiDES OF STAIRS, WITH 2" NOMINAL WMBER. R. GLI -LAM BEAMS SHALL BEAR A.I.T.C. iNSPEGTION STAMP AND SHALL 135 "ARCHITECTURAL APPEARANCE" GRADE WHERE EXPOSED TO V IEN. • E. METAL. CONNECTORS 1. ALL METAL CONNECTORS SHALL BE "SIMPSON" OR AN APPROVED EQUIVALENT. 2. FRAME NAILING SHALL COMPLY WiTH IBC R602.3.(1) (2) UNLESS NOTED OTHERWISE ON FRAMING PLANS OR SHEARWALL SCHEDULE. ALL NAILS SHALL BE COMMON -WiRE NAILS U.N.O. 3. USE CUT WASHERS AT BOLTED CONNECTIONS. CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED OR HAVE APPROVED COATING. ROOFING SHALL 55 FASTENED WITH CORROSION -RESISTANT FASTENERS. 4. TREATED WOOD REQ)IRES THE USE OF STAINLESS STL, SiMPSON ZMAX OR =, OR HOT -DIPPED GALVANIZED FASTENERS, CONNECTORS AND ANCHORS. F. PLYWOOD AND DIAPHRAGM NAILING 1. ALL PLYWOOD FOR STRUCTURAL U5E5 SHALL CONFORM AND BEAR A GRADING STAMP OF THE AMERICAN PLYWOOD ASSOCIATION (APA) AND NAIL PER TBG 602.5.(1),(2). 2. PROVIDE DIAPHRAGM SHEATHING AND NAILING AS FOLLOWS UNLF55 NOTED ON PLANS: FLOOR. SHEATHING SHALL BE TSG 3/4" G -D -EXT -APA PLYWOOD WITH EXT. GLUE, P.I. 52/16, GLUE TO JOISTS AND NAIL WiTH 104 0 6" 0/0 EDGES, 104 0 10" 0/0 FIELD. ROOF SHEATHING SHALL BE 15/32" G -D -ENT -APA PLYWOOD NTH EXTERIOR GLUE, P.I. 24/0, NAIL 84 0 5." 0/0 EDGES, 84 0 12" 0/0 FIELD WALL SHALL BE 1/16" OSB AND NAiL WITH 8d NAILS AT 6" D.G. PANEL EDGES AND 12" O.G. FIELD. G. VENTILATION AND ACCESS 1. VENTILATE GRAWL SPADES AND OVERHANGING FLOORS WITH SCREENED OPENINGS NOT L THAN 1 SQ. FT.(NET FREE) FOR EACH 150 SGL FT. OF UNDER FLOOR AREA. DISTRIBUTE OPENINGS APPROXIMATELY EQUAL. ALONG THE LENGTH OF AT LEAST TWO OPPOSITE SIDES AND ONE OPENING SHALL BE WITHIN 3 I-tC r OF EVERY CORNER. COVER NTH 1/5" CORROSION RESISTANT WIRE MESH AT CRAWL- SPACE OPENINGS. 2. VENTILATE ATTIC SPACES WITH GROSS VENTILATION EQUAL TO 1/150TH OF THE ATTIC AREA(NET FREE) EXCEPT THEAREA MAY BE 1/300TN, PROVIDED AT LEAST 40% AND NO MORE THAN 50% OF THE REQUIRED VENT AREA 15 WITHIN 5' FT. OF EAVES WITH THE REMAINDER OF THE REQUIRED VENT AREA IN THE EAVES. 9. PROVIDE AN ACCESSIBLE ATTIC ACCESS PANEL, 22" X 30" MINIMUM WITH A CLEAR HEIGHT OF 30", INSULATE AND WEATHER-STRIP. 4. PROVIDE 16" X 24" ACCESS THROUGH THE FLOOR OR 16" X 24" THROUGH THE WALL TO UNDER FLOOR AREAS. H. SAFETY GLAZING 1. TEMPERED SAFETY GLASS SHALL BE INSTALLED iN HAZARDOUS LOCATIONS, INCLUDING AREAS THAT ARE SUBJECT TO HUMAN IMPACT, GLAZING IN P0055, GLAZING WITHIN A 24" ARG OF CLOSED DOOR, GLAZED AREAS > q SQ. FT. WHEN LESS THAN 15" ABOVE FLOOR OR WALKING SURFACE AND GUARDS AND RAILINGS A5 DEsc,RIBED iN 150 8308.4. SAFETY GLAZING E5 REQUIRED TO BE PERMANENTLY MARKET" PER TRC R305,1. 1. ELECTRICAL 1. ELECTRICAL- CONTRACTOR SHALL EVALUATE AND DETERMINE ADEQUAGY OF EXISTING AND PROPOSED ELECTRICAL SERVICE AND PROVIDE REQUIRED CIRCUITS AND AMPERAGE PER N.E.G., STATE AND LOCAL ENERGY CODES, AND MANUFACTURER'S SPECIFICATIONS FOR PROPOSED PRODUCTS, APPLIANCES AND EQUIPMENT. SEPARATE PERMIT REQUIRED. J. MECHANICAL 1. WARM AJR FURNACE OR GAS H.W. SHALL NOT BE INSTALLED UNDER STAIRS AND SHALL HAVE PROPER VENTS AND DIRECT OUTSIDE COMBUSTION AiR.. 2. GAS APPLIANCES IN GARAGE SHALL BE ON A 18" HIGH PLATFORM. 3. AER DUCTS PENETRATING GARAGE TO HOUSE SEPARATION SHALL BE 26 GAUGE MINIMUM OR SHALL HAVE APPROVED DAMPERS. 4. DUCTING SHALL MEET' U.M.G. STANDARDS AND SYSTEMS ARE TO BE BALANCED. CONTRACTOR SHALL PROVIDE MECHANICAL DUCTING DIAGRAMS/SHOP DRAWINGS, EQUIPMENT SIZING, HEAT 1.055 CALCULATIONS AND MANUFACTURERS DATA ON EQUIPMENT EFFICIENCY FOR ARCHITECTS REVIEW. 5. BATHROOMS, LAUNDRY ROOMS, KTTGHE NS AND SPA ROOMS SHALL HAVE MECHANICAL EXHAUST N RIGID DUCTING TO EXTERIOR, WiTH A BACrrp7RAFT DAMPER, CAPABLE OF 5 MR CHANGES PER HOUR. K. PLUMBING 1. PLUMBING CONTRACTOR. SHALL SiZE ALL LINES AND VENTS PER U.P.G. 2. HOT WATER TANKS SHALL BE SIZED BY INDUSTRY STANDARDS FOR PROPOSED USE AND BE LABELED NAECA APPROVED_ 3. FLOW RATES TO COMPLY WITH WAG 51-46 SECTION 402.0 TOILET'S: 1.6 GPF(MAX), SHOWERS: 2.5 GPM(MAX), LAVATORiES/FAUCET: 2.9 GPM(MAX). 3. PROVIDE SEISMIC. STRAPS AND PRESSURE RELIEF VALVES (PLUMBED TO OUTSIDE) AT HOT WATER. TANKS. SEPARATE PERMIT REQUiRED. L. MOISTURE CONTROL 1. SHO EERS SHALL HAVE A NONABSORBENT SURFACE TO A HEIGHT OF 6'-0" ABOVE FLOOR.. 2. PROVIDE WATERPROOF BOARD OR GLASS MESH MORTAR UNITS BEHIND I1LE AT SHOWER SURROUNDS. TILE SHOWERS WITH A SITE -BUILT PAN SHALL BE Fil I FD AND LEAK TESTED FOR 12 HOURS. PROVIDE MILDEW RESISTANT CAULK -AT ALL TILE ACCESSORIES. M. BATH SAFETY 1. HINGED SHOWER DOORS SHALL OPEN OUTWARD AND ENCLOSURES SHALL BE FULLY TEMPERED OR LAMINATED SAFETY GLASS, MINIMUM THICKNESS = 1/8" TEMPERED, 1/4" LAMINATED. 2. FLOOR TILES AT SHOWERS AND WET AREAS SHALL BE SKID -RESISTANT. 3. PROVIDE SECURE BLOGKiNG FOR ALL GRAB BARS PER PLAN, CAPABLE OF SUPPORTING A 500* IMPACT LOAD. N. TRUSSES 1. FRE-FABRiC.ATED TRUSSES SHALL BE DESIGNED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER AND IN ACCORDANCE NTH THE PLAN REQUIREMENTS. SUBMIT COMPLETE SHOP DRAWINGS WITH ENGINEER'S SEAL FOR APPROVAL PRIOR TO FABRICATION. TRU CES MUST BE STAMPED BY AN APPROVED MANUFACTURER OR BY A QUALi1Y CONTROL AGENCY SUCH AS WASHINGTON WOOD TRUSS FABRICATORS COUNCIL. 2. CONTRACTOR SHALL VERIFY EXACT SPANS PRIOR TO FABRICATION. 5. APPROVED HANGERS MUST 55 USED AT ALL CONNECTIONS OF RAFTERS, JACKS, OR HIP TRUSSES TO A MAIN GIRDER TRUSS. NON-BEARING PARTiTiONS BELOW TRUSSES SHALL. BE SEPARAft:1J FROM TRUSS WITH SIMPSON STC .FASTENERS. 4. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY AND INSTALLED IN ACCORDANCE WITH THE INDIVIDUAL TRUSS DESIGN PROVIDED BY THE MANUFACTURER. O. SKYLIGHTS 1. GLAZING SHALL BE INSULATED, FULLY TEMPERED, LAMINATED GLASS WiTH MIN. .015" POLYVINYL BUTYRAL INTER LAYER 2. PROVIDE A MINIMUM 4" CURB, FLASHED AND COUNTER FLASHED AT TOP AND BOTTOM AND STEP FLASH SiDES. THE UNIT SHALL HAVE A CONDENSATiON GUTTER AT THE LOWER END. INSTALL PER MANUFA OTUR132'S INSTRUCTIONS, FINISH AND FLARE WELL TO CEILING PER PLANS. P. EMERGENCY EGRESS 1. EVERY SLEEPING ROOM AND BASEMENT SHALL HAVE ONE OPE NABLE EMERGENCY ESCAPE AND RESCUE OPENING. THE OPENING SHALL HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE THE FLOOR, A NET CLEAR OPENING OF 5.1 SQ. FT., A MINIMUM CLEAR HE16HT OF 24", A MINIMUM CLEAR WIDTH OF 20" AND SHALL BE OPERABLE FROM THE INSIDE WITHOUT SPECIAL TOOLS OR KEYS. GRADE FLOOR OPENINGS MAY HAVE A NET CLEAR MINIMUM OPENING OF 5 SQ FT. Q. SMOKE/CARBON MONOXIDE ALARMS 1. SMOKE ALARMS SHALL BE MOUNTED IN EACH SLEEPING ROOM AND SHALL BE MOUNTED ON TEE CEILING OR WALL OUTSIDE EACH SEPARATE SLEEPING AREA IN THE GEiNERAL VICINITY OF THE BEDROOMS. IN DWELLINGS WITH MORE THAN ONE STORY OR WITH A BASEMENT AND/OR HABITABLE ATTIC., A SMOKE ALARM SHALL BE INSTAL I Fi7 ON EACH STORY AND IN THE BASEMENT. IN SPLiT LEVEL STRUCTURES, PROViDE SMOKE ALARMS ON UPPER LEVEL, UNLESS SLEEPING ROOMS ARE LOCATED ON THE LOWER LEVEL, THEN SMOKE ALARMS ARE REQUIRED ON BOTH LEVELS. ALL SMOKE ALARMS SHALL BE AUDIBLE IN BEDROOMS. 2. SMOKE ALARMS SHALL BE DIRECT WIRED TO BUILDING POWER IN NEJ'^I CONSTRUCTION WITHOUT A DISCONNECT SWITCH OTHER THAN FOR O'✓ERGURRENT PROTECTION AND MUST HAVE BATTERY BACK-UP. ALL. OTHERS MAY BE BA t t EKY OPERATED. 5. WHEN MORE THAN ONE ALARM 15 REQUIRED, THEY MUST BE INTERCONNECTED AND ONE ALARM WiLL ACTIVATE ALL. 4. FOR. NEN CONS -MOTION A CARSON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA. R. SECURITY 1. PROVIDE SECURITY AT ENTRANCE AND GARAGE I700R5 WITH A MINIMUM 1/2" THP.0}M DEAD BOLT WITH LOCKS OPERABLE WITHOUT SPECIAL KNOWLEDGE, KEYS OR EFFORT. 2. PROVIDE SECURITY FOR WINDOWS < 10' FROM FINISHED GRADE. 5. GARAGE SEPARATION 1. GARAGE,17PIEU-NG SEPARATION SHALL CONSIST OF FIRETAPED 1/2" GM, APPLIED TO THE GARAGE SIDE OF ALL GARAGE SURFACES ADJOINING DWELLINGS, LIVING, ATTIC AND DRAWL SPACES. STRUCTURAL SUPPORTS FOR DY`ELLiNG SPACES SHALL ALSO BE WRAPPED NTH SAME. 2. GARAGE CEILING WITH LIVING SPACE ABOVE SHALL USE 5/8" 6E1^ TYPE "X". • 3. AIR DUCTS PENETRATING THE SEPARATION SHALL BE 26 GAUGE OR HAVE AN APPROVED DAMPER. 5. DOORS FROM GARAGE TO DWELLING SHALL BE 1-3/8" 501.117 GORE. TIGHT FITTING. T. STARS AND GUARDRAILS 1. PROVIDE A STAIRWAY WIDTH OF 36" MINIMUM, RISER. HEIGHT OF 1-3/4" MAXIMUM, MINIMUM TREAD LENGTH OF 10" AND A 3/8" MAXIMUM VARIATION. A NOSING OF NOT LESS THAN %." OR MORE THAN 1-1/4" 15 REQUIRED ON STAIRWAYS WITH SOLiD RISERS UNLESS TREAD DEPTH 15 11" OR GREATER. 2. HANDRAILS SI4ALL BE PROVIDED ON AT LEAST ONE .SIDE OF FLIGHTS ram 4 OR MORE R1513R5. 3. HANDRAILS SHALL BE PLACED 34" TO 38" OFF NOSING AND SPACED 1-1/'E MINIMUM OFF WALL WITH A 1-1/2" TO 2" DIAME I E, SMOOTH GRASP AND A NEWEL OR RETURN 1- 1/4" AT ENDS. - 4. PROVIDE 80` MINIMUM CLEAR HEADROOM ABOVE STAIR NOSING. 5. PROVIDE GUARDRAILS FOR AREAS 30" ABOVE GRADE OR ADJACENT FLOORS, WRH A MINIMUM HEIGHT OF 36" AND INTERMEDIATE BALUSTERS OR RAILS SPADED 50.11 -IAT A 4" SPHERE GAN£tOT PASS THROUGH. 6. ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE 1/2" GWS, FIRETA:-'ED ON WALLS AND SOFFITS. PROVIDE FIRESLOCKJNG IN CONGEALED SPACES BETWEEN STAIR STRINGERS AT TGE" AND BOTTOM OF RUN AND BETWEEN STUDS ALONG ANP IN LINE WITH RUN OF STAIRS, IF THE - WALL UNDER THE STAIRS 15 UNFINISHED. . U. • ENERGY AND VENTILATION 1. EXTERIOR J01 NTS AROUND WINDOW AND DOOR . FRAMES, OPENINGS BETWEEN WALLS AND. FOUNDATIONS, BETWEEN WALLS AND ROOF,- AND BETWEEN WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS. ROOF AND FLOORS: AND OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASK5TE12 OR WEATHER-STRIPPED TO Limi-. AIR LEAKAGE. WEATHER-STRIP EXTERIOR DOORS AND DOORS ADJOINING UNHEATTE? SPADES. EXTERIOR.OPENINGS EXPOSE? TO WEATHER SHALL BE FLASHED IN SUCH A MANNER AS TO HAKE THEM WEATHERPROOF, ALL FLASHING, COUNTER FLASHING AND DOPING, WHEN OF METAL, SHALL 95 NOT < 26 GA CORROSION RESISTANT METAL. 2. PROVIDE VAPOR BARRIERS AT WARM SIVE IN WINTER OF INSULATEDASSEMBLIES, EXCEPT AT INSULATED WALLS WITH W.P. WALL. SOARD AND AT SHO} ER GEU-INGS. 3. PROVIDE 6 MIL, BLACK, AND POLYETHYLENE 6,501JND COVER AT CRAM SPADES. OVERLAP 12" MINIMUM AND EXTEND TO FOUNDATION WALL - 4. INSULATE FLOORS, WALLS AND ROOF PER PLAN TO ACHIEVE PROP5Z DENSITIES AND R -VALUES 5. FACED INSLEATION TO BE FACE STAPLED. 6. INSULATE HOT AIR DUCTS 11%1 NON -HEA t Eli SPACES TO R-8. 1. INSULATE 24 AT PERIMETER OF SLABS AT HEATED ROOMS WITH 5-10 RIGID INSULATION. 8. INSULATE HOOT WATER PETS TO R-4. CI. PROVIDE 23 GPM. FLOW RLSTRiGTORS AT SHOWERS. 10. WATER HEATERS AND HEATING EQUIPMENT SHALL MEET 1181 NAECA. 11 ELECTRIC H"I TANKS 114 NON -HEATED SPACES SHALL BE PLACED ON A ION-COMPRESSD3LE SURFACE AND THE FLOOR. INSULAT37 TO R-10. 12. HVAC. EQUPME NT SHALL BE SILt:IJ TO A MINIMUM OF 10096 AND MAXIMUM OF 20096 OF THE DESIGN LOAD (UNO). iNSTALLING CONTRACTOR SHALL.. PROVIDE SIZING AND HEAT 1.055 CALLS. 13. RECESSED LIGHTING SHALL BE TYPE 16 OR NON 10 INSIDE AIR -TIGHT ASSEMBLY (1/2" GEO BOX). 14. EXTEND PM ND BAFFLES TO A POINT 12" VERTiCALLY ABOVE THE TOP OF INSULATION. 15. SOURCE SPE..IFIG VENTILATION REQUIREMENTS: EXHAUST FAiN REQUIREMENTS: NTS: BATHROOMS, LAUNDRIES AND POWDER ROOMS SHALL HAVE MINIMUM 50 CFM 0 .25 W.G. KITCHENS SHALL HAVE MINIMUM 100 CFM 0 .25 KG. RANGE HOOD :ANS. 16. EXHAUST DUCT REQUIREMENTS: DUCTS TO BE INSULATED - TO R-4114 UNGCTIDiTIONED SPACES BE EQUIPPED NTH A SACK DRAFT DAMPER, TERMINATE OUTSIDE THE BUILDING €B4VEL OPE. 11. A PERMANSLT CERTIFICATE SHALL 135 POSTED WITS -IN 5' OF ELEC PANE iT SHALL LiST THE TYPE AND EFFICIENCY OF HEATING AND WATER HEATING EQUIP. IT MUST GONTAiN DUCT LEAKAGE RATES AND AIR LEAKAGE RESULTS IF BLOWER. D0LT TEST WAS CONDUCT®. 15. DUCTS SHALL BE LEAK ..TESTED IN ACCORDANCE WITH 85-33 USING MAX LEAKAGE RATES PER 504.10.5. rt. SUILDiNG ENVELOPE LEAKAGE CONTROL SHALL BE NOT > 5 AIR GHANGPER HOUR WHEN TESTED WiTH BLOWER DOOR. 20. A MINIMUM OF 15% OF ALL. INTERIOR LUMINAIRES AND ALL OUTDOOR LUMINAIRES SHALL BE HiGH EFFICACY. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1_ '7 2016 CiW of 1 ut:Amila BU1LDII' OLVISION 616.2 vtrb, ;sj DESIGN LOADS CODES 2012 INTERNATIONAL RESIDENTIAL CODE WITH WASHINGTON STATE AND SEATTLE AMENDMENTS IF APPLICABLE AND 2012 WASHINGTON STATE ENERGY CODE. LATERAL ANALYSIS 2012 INTERNATIONAL BUILDING CODE U ASCE 1-10 MINERS DIRECTIONAL PROCEDURE(Wind) ASCE 1-10 STMPLIFiED(seismic) DESIGN LOADS ROOF: 15 PSF DEAD LOAD FLOOR: 10 PSF DEAD LOAD ATTiC: DECK: 10 PSF DEAF LOAD STAIRS: GUARD/HANDRAiL: 200# PT LOAD 0 THE TOP OF RAiL 25 PSF LIVE LOAD 40 ME LIVE LOAD 30 PSF(SLE EPING RM) 10 P5F(NO STORAGE) 20 PSF(STORAGE) 40 PSF LIVE LOAD ULTIMATE DESIGN WIND SPEED: WIND EXPOSURE CATEGORY: - RISK CATEGORY: METHOD: TOPOGRAPHIC FACTOR: COMPONENTS and CLADDING: INTERNAL PRESSURE COEF: SEISMIC DESIGN CATEGORY: SEISMIC IMPORTANCE FACTOR: SiTE GLASS: PROCEDURE USED: SHORT PERIOD ACCELERATION: 1 SECOND ACCE ERATON: 5E15M1G FORGE RESISTING SYSTEM: RESPONSE MODIFICATION FACTOR: 6.5 • DESIGN BASE SHEAR: I II(D - . SPECTRAL RESPONSE ACCEL.: 0:83 (short period) 0.43 (1 second) 110 MPH/85 NOMINAL B Ii ASCE 1-10 MINERS KZt= 16 PSF (min) +/- -.55 .D 1.0 • D ASCE 1-10 SIMPLIFIED • 9-0 A.19 SOIL BF_ARING CAPACITY ASSUMED AT I WO PSF 1N PLANS OR A SOILS REPORT BY A QUALIFIED -'501:5 ENGINEER. EARTH PRESSURE ASSUMED AT 60 PGF EQUIVALENT FLUID ARE FOR BASEMENT MALLS AND 30 PGF FOR CANTILEVER RETAIMNG WALLS. • • CONCRETE STRENGTH OF CONCRETE SHALL BE fa- 2500 Psi MINIMUM FOR CONCRETE NOT EXPOSED TO WEATHER EXCEPT GARAGE FLOOR. SLABS. MINIMUM COMPRESSIVE STRENGTH: 2500 PSI AT 28 DAYS 5 1/2 SACK GEMENT PER CU/YD, MAX. 6 GAL. WATER PER 414 L.B. SACK OF GEMENT. MAIC SLUMP 4", MAXIMUM AGGREGATE 5125 1-1/2" STRENGTH OF CONCRETE SHALL BE 5000 PSI AT 28 DAIS, 5 i SACK CEMENT PER CU/YD, FOR CONCRETE EXPOSED TO WEATHER, GARAGE FLOOR SLABS AND PORCHES AND RETAINING WALLS EXPOSED TO WEATHER. EXTERIOR WALKS AND SLABS TO BE AiR E1-iT MINEQJ4QT LESS THAN 5% NOR MORE THAN 1%. REINFORCING. STEEL ASTM A-615 GRADE 40 FRAMING LUMBER (UNLESS OTHERWISE Nu.fttJ PLATES AND 511.1.5 ON PLAN) U140 STUDS JOISTS AND RAFTERS POSTS AND HEADERS BEAMS GLU-LAM BEAMS (SIMPLE SPAN) 61 U -LAM BEAMS (OVERHANGING) DECK JOISTS DECK BEAMS HF4t2 05 BTR (PTo GONG) HF"STUD GRADE" HFIE2 OR 'TJi" DF#2. DF42 OR" PARALLAM" 24F V4 24F V8 P.T. HE #2 P.T. DF #2 RECEIVED CiTY OF TUKWILA APR -0 *6-2016 PERMIT CENTER JAMES-ANi?ERSON VE51GN, P.S. R15582ENI IAL ARGHi1 i:-GTURE ATHElLLQ Fni tyg STATE r ,¢.i, tirM 1600q6 ' L - CATHERINE ANI,ERSON 55615TER537 ARCHITECT 1et62b TbTH Ave. t^t nA Lynnwood, YVA 48036 (425) 716-619b TELEPHONE DATE SHUT i 4i` FOOTING INSPECTION (RE: Geotech report prepared for this site.) Over excavation requiring structural (engineered) fill shall comply with recommendations as outlined in the geotechnical report. Prior to requesting a footing inspection, the Geotech engineer of record shall verify the soils condition and provide an inspection report prepared and signed by the Geotech engineer. Geotech report shall verify that soils conditions including compacted fill shall satisfy specifications as outlined for footing/foundation construction. Geotech enaineer�port shall be .resented to the buildina ins.ector at time of footing inspection. s + r - _t N �1 /. I1W ' vv_is kokii t 9.4 e, izp BG 110.0. v(.4114.1-° r w/ • yrx 'r ,V G &'o 0.6 t1.0.0 2'.W 4 G d 0 vsaw �l'ZMI� .r 4 cow 1,71 /e" (O dimmoommoolo fi FOUNPATION PLAN SCALE -J 1" = 4'-0" • V ,k 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"x21/2",10d=0.148"x3", 12d=0.148"x3'/.", 16d=0.162"x314",16d sinker=0.148"x3W'. (6) Install H1's 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"olc, 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 -lie or equal. (7) Minimum 3x or dbt-2x stud Iam'd wt (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: i'l 0-'1G, Job#: MARK HOLDOWN / STRAP *(1) FASTENERS TO (2) -STUDS MIN U.N.O. FOUNDATION ANCHOR *(1)(4) COMMENTS T-1 STHD8/8RJ (14) 1 NKr;l N/A r L v t lel` foI2N SHEARWALL SCHEDULE MARK *(2) SHEATHING - APPLY TO 2x HF STUDS @ 16"o/c U.N.O. BELOW *(9) o 1 v D PV -r ha► -1.17 . ga6. 41'4 vet-fled=4,Gi 6-1 `r(\ GONGRETE SLAB ON GRADE G.- S -.• 1" 11 NEC 250.52 Grounding Electrodes. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of 1/2" or larger reinforcement bar or Bare copper conductor not smaller than 4 AWG, and shall be located horizontally within that portion of a concrete foundation or footing that is in direct contact with the earth & encased by at least 2" of concrete. (NOTE: 20 foot rebar shall be one continuous piece tied alongside any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) SHEATHING EDGE NAILS *(5) ALL EDGES BLOCKED (do not penetrate past flush) SW -1 7/16" OSB 8d @ 6" o/c (12" o/c field) BASE PLATE NAILS *(5) 16d @ 6 " olc SW -2 7116" OSB 8d © 4" ole (12" o/c field) 16d @ 9 " o/c ROOF TO TOP PLATE, FLOOR TO TOP PLATE & SILL PLATE *(6) A35 @ 16 " o/c A35@ 24"o% REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1'7 2016 City of Tukwila BUILDING DIVISION Date: 3/10/2016 Job #: SILL PLATE ANCHORS w/ 3" x 3" x 1/4" WASHERS *(8) 518"0x10" AB's @ 48 " o/c 5/8"0x10" AB's @ 60 " olc RF(Fliti✓11 CITY OF TUKWILA APR D6.2016 IDENTIFY LOT LINES ot lines shall be established on site and made visible to erify distance of building setbacks the from lot lines, at ti of footing/foundation inspection, prior to pouring concrete. A survey may be required to verify lot lines. PLEASE NOTE: Setback(s) shall be calculated and measured from the buildings finish face or corner of the building nearest the property line and not necessarily measured from the exterior foundation. 1 .STAT:-"• PERMIT CENTFR JAMAS—ANPER50N DESIGN, P.S. Rff5n7ENTAL ARGFIFTEGTURE pfeltheg. 1'4 *1c' t,,ic1 I ?ate,' 141 0� LI per, ate FLAN CATHERINE AND N • REMISi014frEdT 530 DAYTON ST. #b EDHONDS, PMA. (425) Tlb-816b TELEPHONE/FAX btb'O0% .a - 5H eel- -Lc\ 12'>cId 6,01.16 2'•&" 1' Allyn ' T r r 7 1 Ivr Or tile 41ccoc444,0.4r I-2'00AI� ( b°1° ®{� Li ki of mut 1 'x(0, r � .1266} VWT YY �N�IkA11:. ry LI ti %i,K. 44,V ILMI, /2j/14/tl P1-12+-0{Pat i�ZI 1/)-4 ,, �I, 7)&11 lr 6.#19.xo t LIN 9 _I •Il FIRST FLOOR PLAN U356: 5/8" (15.9 mm) Fire -Shield Gypsum Board applied vertically to interior side of 2x4 wood studs 16" o.c. with 6d coated nails, 1-7/8" long, 1/4" heads. 7' o.c. 3-1/2" insulation installed in stud cavity. 7/16" wood panels applied horizontally or vertically to exterior side with 6d coated bo nails 6" o.c. Exterior to be finished with vinyl siding, particle board siding, wood structural panel (lop siding), cementitious stucco, brick veneer, exterior insulation and finish system (EIFS), steel/alurninum siding, fiber cement siding. - - A/7414-"IrXT r t AREA SUMMARY FIRST FLOOR= SEGOND FLOOR= TOTAL= GARAGE= r COVERED PORCH= Zxe,rrl:ce DL PudoctA ;'v4 b eCONP FLOOR FfrfIN•G SGt!.‘LE 1"f^__ 635 SQ FT 865 SQ FT 1500 SQ FT 240 SQ FT 62.5 SQ FT pi CORRECTION LTR# REVIEWED FOR CODE COMPLIANCE APPROVED MAY 72016 Ci¢ BUILL t -t: Vila RECEIVED CITY OF TUKWILA MAY 12 2016 PERMIT CENTER JAMES-,ANPERSON PES1GN, P. RESIDENTIAL ARGNITE TU E P19- e* 114d 1 Iv G 100citAu kit lArfq Of7_ 14Ajte/ I 1-4 SI GATHERIN ANDERSON REGISTERED A1.GHITE0T 330 DAYTON ST. #6 EDMONDS, PIA. c18020• JJ (425) T16-&166 TELEPHONE/FAX DATE 7a 492, .3=1©-1b SHEET .1. =!!gle tat rims,iii,eavraii•e- EC#ON0 FLOOR PLAN L____SGALS 1" = 4LO" Adequate ground ladder access shall be provided to all rescue windows above the first story. Landscape a flat, 12 foot deep by 4 foot wide area below each required rescue window: No fence other than a wood fence shall be allowed in this location. Fire department should have the ability to easily remove that portion of the fence as necessary. CONTINUOUS LATERAL BRACING CONTINUOUS LATERAL BRACING IP SPAN 15 GREATER THAN 16 FT PROVIDE ALL THREE 11 LATERAL BRACES IF SPAN 15 GREATER • THAN 24 FT DIAGONAL BRACING • ROOF SHEATHING NAILS a 6" OG EDGES ad NAILS a 4" OC. GABLE EDGE5 6c1 NAILS 12" 00 FIELD IF TRUSS SPAN > 40 Fr OR 2nd STORY, USE 10d NAILS TRUSS COMPRESSION NEB CONTINUOUS LATERAL BRACE(5) NAIL (12,) 16:1 AT EACH NEB 45 DEGREE DIAGONAL BRACE AT GABLE ENDS AND HIP MASTERS REPEAT AT 20 FT INTERVALS (NAIL TO OPPOSITE SIDE OF NEB) CHORD AND CEILING GAE31.E EN'? TRUSS 13FeAC.ING PETAL - • NO SCALE ROOF FRAMING SL Z 1" = 41-0" MI/ ffor5r-. I ( 4-x& 1710#2,) ATTIC VENTILATION. SUMMARY RECEIVED CITY OF TUKWILA MAY 122016. PERMIT CENTER ATTIC AREA = c110 SQ rr 144 = 151040 SQ INCHES DIVIDED BY 300= 45-1 SQ INCHES REQUIRED EAV E VENTING= VENTED BLOCKING REQUIRED IN 149 EAVE BLOCKS 225 SQ IN (5) 50 SQ INCH NET FREE ROOF JACKS= 250 SQ IN TOTAL FROVIDED= 478 Sc IN > 45-1 REQ 10-44. 06 q 671A .MES-ANPERSON pesiam, PS. '1":7r47!IIPAC:P.C)‘c'10:1:412LF:11113:161\RICE City of Tutm.iiia BUILDING DIVISCON RE5IDENTLatt- ARcHfracrvRE Ite71-16. var trrvoK__ GATHER E 4PESON REGISTERED ARCHITECT 11e,26 16TH Ave. Ni. ItA Lynnwood, VIA ci505e, (425) 1-76-6166 TELEPHONE Iit / 4I V.1' Ceit-h*, M.0.1141.1.1M. 1 1' '1 1 I 1 •I 1 •1 1 I 1 1 1 4-Ir7i 06) N r FL- NM; 61dirf .1.11•11.•••••• 11 SOUTH ELEVATION SCALE 1"= 4'-0" f 1,•••••••( r NORTH ELEVATION SCALE 1. 4-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 7' 2016 Qitlf ciTuilla WAVt-IZIS101 EAST ELEVATION SCALE V= 4'-0" tber .117101 RECEIVED CITY OF TUKWILA APR.06. 2016 PERMIT CENTER "EST ELEVATION SCALE 1"= 41-0" bt&- oects t VAULT:a ViATE OF WA,31,';!.,Aftni: (JAMES-ANT:PERSON PES1GN, •. RE51r2EI477AL ARcHrrEcnipz tOsNie.44i4 10& 1b,0 A pi olqatz- rugy CATHERINE ANDERSON REGISTERED ARCHITECT 1cle,26 16TH Ave. IN. 4tA Lynnwood, PIA eISO3E, (425) 1-16-Er1661 TELEPHONE DATE 18 -Ifo 5, __Vxfor FIRST FLOOR SHEARINALL LAYOUT 1/8"=11-0" • • • n y rr 1..1 D 0•W !r44l0 - -'GX adte.. SEGON17 FLOOR SHEARWALL LAYOUT 1/8"=1'—O" FLOOR RIM/BLKG (OR ROOF GABLE) EDGE NAILS EDGE NAILS —� jeer- F11�-t�`1Gt )410.1A,6/2 x� ie,wo461e r SWF OAFZik a SHEAKINALL OSTAIL Scale: no kale 7 Mbl - DIAPHRAGM PER STRUCT NOTES EXTERIOR SHEARWALLS 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 distanceand 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'/i",10d=0.148"x3", 12d=0.148"x3'/,", 16d=0.162"x3'/= , 16d sinker=0.148"x31," (6) Install H1's on all trusses/rafters, A35's at 24"ofc 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" ofc 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 I sheathing U.N.O. HOLDOWN SCHEDULE Date: 3110/2016 Job #: Lot S741 MARK HOLDOWN / STRAP *(1) FASTENERS TO (2) -STUDS MIN U.N.O. FOUNDATION ANCHOR *(1)(4) COMMENTS T-1 STHD8/8RJ (20) - 16d sinkers N/A 16d @ 6 " o/c A35 @ 16 " olc 5/8"0x10" AB's @ 48 " ofc SW -2 7/16" OSB 8d @ 4" o/c (12" o/c field) 16d @ 9 " o/c A35 @ 24 " o/c 518"0x10" AB's @ 60 " o/c • SHEARWALL SCHEDULEDate: 3/10/2016 Job #: Lot .41 MARK *{2) SHEATHING - APPLY TO 2x HF STUDS @ 16"0% U.N.O. BELOW *(9) SHEATHING EDGE NAILS *{6) ALL EDGES BLOCKEDFLOOR (do not penetrate past flush) BASE PLATE NAILS *(5) ROOF TO TOP PLATE, TO TOP PLATE & SILL PLATE *(6) SILL PLATE ANCHORS wi 3" x 3" x 1/4" WASHERS *(8) SW -1 7/16" OSB 8d @ 6" olc (12" olc field) 16d @ 6 " o/c A35 @ 16 " olc 5/8"0x10" AB's @ 48 " ofc SW -2 7/16" OSB 8d @ 4" o/c (12" o/c field) 16d @ 9 " o/c A35 @ 24 " o/c 518"0x10" AB's @ 60 " o/c NAILS PER SW — SCHED WALLNs-N.‘/— SOLID BLKG BASE PLATE CONNECTION A35 PER SW SCIIED DOUBLE—SIDED SHEARWALLS, INTERIOR SHEARWALLS, & EXTERIOR SHEARWALLS @ CANTILEVERS SHEARWALL FLOOR (ROOF GABLES) CONNEC.1 IONS, TYP ROOF DIAPRHAGM PER STRUCT NOTES EDGE NAILS —� SOLID / BLOCKING —� WALL --/ rH2.5MIN @ALL ROOF MEMBERS U.N.O. SHEARWALLS SHEARWALL IN/ TRUSS OR RAFTER BEARING SWR ' SHEARWALL ROOF CONNECTIONS, TYP �— H1@ SHEARWALLS a L550 @ SHEARWALLS • PER SCHED N.T.S. WAIL ANCHORS PER SW SCHED FOUNDATION , " 2x SILL U.N.O. y-- PER SW SCHED PER PLAN • ..t " SWB / SHEARWALLS TO FOUNDATION WALL BASE PLATE CONNECTION PER 5W SCHED RIM/BLKG EDGE NAILS FOUNDATION PER PLAN WALL DIAPHRAGM PER STRUCT NOTES ANCHORS PER SW SCHED 2x SILL U.M.O. PER SW SCHED SHEARWALLS TO FLOOR TO FOUNDATION SHEARWALL BASE PLA I & FOUNDATION CONNEL I IONS, TYP N.T.S. N.T.S. J REVIEWr1 l� I CODE COMPLIANCE APPROVED 20 Cit?, o3 lut'NU1a. c•ATHF.f __ A r,,-"e,,fi 1.550 @ SHEARWALLS PER SCHED r H2.5 fat ALL ROOF MEMBERS C }I1taI SI IEARWALt 5. RECEIVED • CITY OF TUKWILA APR .0 6.2016 PERMIT CENTER JAMES—ANDERSON DESIGN, P.S. RE611:2ENT1AL ARGN/IEG7Z E isMe, 1,q0PIAu tv) E ANDERSON REGISTERED ARGHITEGT 330 DAYTON ST. 46 EDMONDS, r . 98020 (423) '776-6166 TELEPHONE/FAX PATE 7- 30. ()& g,- —10 -7-i1-14 SHEET ;7 FIRST FLOOR ELEC./MEGH SCALE 1" = 4'-0" •C 1,j1 Er .g17 T. 14. 10 VENT TO EXTERIOR �' SCREENED FRESH AIR INTAKE VENT ELECTRONIC DAMPER GAS FURNACE jCOMBUSTION FURNACE AIR MANUAL AIRFLOW ADJUSTMENT DAMPER CGS RETURN AIR 24 HR TIMER WITH ON - OFF SWITCH SUPPLY AIR INSULATED SUPPLY DUCTS R-8 u _ 1 FURNACE INTEGRATED WHOLE HOUSE VENTILATION SYSTEM SCONP FLOOR ELEG/M.Gf4 SCALE 3/16" = 1'-0" GMl : Ged iotJ I -11)0 6417e- AL/144m REVIEWED FOR CODE COMPLIANCE APPROVED ,`I' 17 tib City Ct t- Tu to BUILDING DIVISION [ • RECEIVED CITY OF TUKWILA MAY 12 2016 PERMIT CENTER JAMES-ANPERSON PE5IGN, P.5. RE5/DENT/AL ARCHITECTURE i2064‹...�M� 1W- 100A1:/ NS loaA' f 51119 1,r,-G/frtga-if 14141 CATHERINE ANDERSON 330 DAYTON ST. #6 REGISTERED ARCHITECT EDMONDS, WA. 98020 (425) "116-6'166 TELEPHONE/FAX DATE , -. h-z_o SHEET FRAMING_ SECTION Scale: 114" = 1'-O" window sched >IL'O14t SCHEDULE MARK # SIZE TYPE AREA "U" "UA" NOTES A 1 2/0X3/0 5H 6.00 030 1.80 TSG B 2 5/0X4/0 SLDG 40.00 030 12.00 6' G 3 6/0X4/0 SLDG 72.00 0.30 21.60 EGRESS 8' #4 @ 16' O,C. #4 •@ 10' 0,C. 6' TI < > 8' E 1 4/0X2/0 FIXED 8.00 0.30 2.40 F 1 6/0X6/10 PATIO 41.00 030. 1230 T56 G 1 6/0X5/0 SLDG 30.00 0.30 9.00 H 3 3/0X3/0 SLDG 21.00 030 8.10 ar � .m � r 224.00 I 61.20 r WEIGHTED "U" 0.300 DOORS 1 1 3/0X6/8 In metal 19.98 O 20 4.00 2 1 2/8X6/8 EXEMPT 3 '� � � ''�� :.� `°�'� �::: 19.980 .......,...: :,. WEIGHTED "U" 0.200 WINDOW MANUFACTURER MILGARD MFG POOR MANUFACTURER EMPIRE 11 rkiv ie--rre67 e x p ) 2x� T 41 f no 0 1-14/ r% kts('' Uo, lArra r'r •1r� Pryer relz �1Nft' IJet"7 Z,X;1•T, 12Z1t01°-- (#) k tgob4f1.--r 1 t-><4 A 1, (-) 14- ewf-‘7 < rf rte"' -&11-1 nEGK SECTION Scale:" = 11-O" II I`1 edtetc.i. I t$4Vj F r ��.'�i.41;2 I �T REVIEWED FOR CODE COMPLIANCE APPROVED ►I ( 17 2015 • fwv ' Xtvrp:t4rut I O f-1 1' \v, ZX Pi,IE"et vg HT Y/ um7 ki-etris 24/411. w/l4 N 149Gf4 (--Pgr4di1 City o Tukvita ILDING DIVISION ------Ye 4wr2 okAisrpAzAte 1‘1\ Lii4af,e, ,5.4 r- , s______ peA,-Averw 1 01- 0 r_iitsi ysv du 1 r-vvler-- 4.013/4 01v-41460-N1w-0A /211.117 �l•?)I-t L4'1 STIR SECTION r ETAIL Scale':%"=1'-0" i 4-1,3,1,11 /,Q .7/ (r LoAm424 oz, 041 IV o (1W7 ZYGa tit? I� 1 % ZI IIJ'lt11. (� f. 4wrj 2> r , __ t rel 1-H. (rte, 7) r' .II4'�titvVitd' /60),11,1 iv • ri/Af H-1 kfal 1r�'PA t'P • r i ■ -01eiIy pvIn) ,0011,64,2 /ir li tii//rX ''Xil lrL.vviy, HDA wiwi:0 9( 7I IroAts..i4a12 I -t L1ir , 14-6IP(/- 140 (iIii0 l err Wil' 14" RECEIVE© CITY OF TUKWILA MAY 12 2016 PERMIT CENTER i 1 111,0w-0 //-4x r rk- - 109.4 J /I.7'(Itil,r7 wiW ISI iJL- bv'6L 9ww N b ll -W/ IV't fri/44,-1 trallif• 6.i7Jr9 ,,,,,,de6o0}€,K) i& f b� r t 9 �• t -i'. - 11 'TYPICAL YELL Scale: NTS _11,11�'?�'U124r2-,:V IItJ r�>' CAiHERL`gE A 4DEBSO STATE Of W JAMES-ANDERSON DESIGN, P.5. \ DATE RESIDENTIAL ARCHITECTURE 7- ©•-per 17,35.44. 14, 6, � ,rf2Ael-1 'M ' 4it t4 , D c.6,Wi4a. .. ' CATHERINE ANDERSON REGISTERED ARCHITECT 330 DAYTON ST. #6 EDMONDS, N A. c18020 (425) 'T76-6166 TELEPHONE/FAX -4 •/' SHEET C7 REINFIRCEMENT SCHEDULE HEIGHT IN FEET VERTICAL REINFORCEMENT HORIZINTAL REINF U.RCEMENT 2' NINE REQ'D 2- #4 TIP BAR 2/TO < 4' #4 @ 24' O.C. #4 @ 24' 1.0. 6' #4 @ 18' O.C. #4 @ 4' TI < 18' ',C. 8' #4 @ 16' O,C. #4 •@ 10' 0,C. 6' TI < > 8' ENGINEER'S DESIGN REQ'D 'TYPICAL YELL Scale: NTS _11,11�'?�'U124r2-,:V IItJ r�>' CAiHERL`gE A 4DEBSO STATE Of W JAMES-ANDERSON DESIGN, P.5. \ DATE RESIDENTIAL ARCHITECTURE 7- ©•-per 17,35.44. 14, 6, � ,rf2Ael-1 'M ' 4it t4 , D c.6,Wi4a. .. ' CATHERINE ANDERSON REGISTERED ARCHITECT 330 DAYTON ST. #6 EDMONDS, N A. c18020 (425) 'T76-6166 TELEPHONE/FAX -4 •/' SHEET C7 ,ra DATE: 08/06/08 IBM 109.68 SET CAP "22594" IN FOUND 3/4" IRON PIPE 12" DECIDUOUS OUND 1.5" IRON PIPE 0.4' NORTH & 0.8' WEST OF CALCULATED CORNER PROPOSED `ONTOUR 15' - v PROPOSED RESIDENCE ' FF: 113,1 GARAGE HI/LOW: 112.1/111.7 CRAWL FL 110.6MIN 36.00', PROPOSED 4 RESIDENCE FF: 113.1 GARAGE HI/LOW: 112.9/112.5 CRAWL FL: 110.6MIN LEGEND w w w WATER MAIN (8"DI) ® WATER METER s s s SANITARY SEWER MAIN (8"PVC) STORM DRAIN El CATCH BASIN o Q o FENCE off off off OVERHEAD UTILITIES G G G NATURAL GAS 9 NATURAL GAS UNDERGROUND POWER, PHONE, TV _ w- WATER SERVICE ,LINE: 1" POLY 2ZOOI` PSI WATER METER 3/4" . .. SANITARY SEWER MAIN; 8RPVC, S=1 8' PVC CLEAN OUT. REF COT DETAIL S.S=O3 PROPOSED SANITARY SIDE'SEKIt SANITARY SIDE MWER 6" PV0(5=200%) -W/ CLEAN MIT AND INSPECTION TEE ,AT PROPERY UNt°BUT .NOT UNDER : -PA REF COT ,DETAIL SS --02 & SS -p„!-` Y STORM DRAIN ROPOSED 3 RESIDENCE FF: 113.1 51) GARAGE HI/LOW: N 25.00' 112.8/112.4 CRAWL FL: 110.6MIN 4 ' 40' PROPOSED RESIDENCE FF: 113.1 2 GARAGE HI/LOW: 112.8/112.4 CRAWL FL: 110.6MIN 40' PROPOSED RESIDENCE FF: 113.1 GARAGE Ht/L 111.2/110.8 CRAWL FL: 1106M1 33' EXISTING SSMH NO. 4-50-01 UD: 111.35 IE(N): 103.78 IE(E): 103.88 EXISTING 8" PVC SEWER PIP TO BE REMOVED AND REPLAC SAW CUT ;'4'x6',_ ASPHALT 1 AND PATCH PERRtI1Y. STD FOR NEW SEWER MAIN EXISTING CATH : BASIN (C88)- 1 GRATE:110.17 - IE:107.22-: (18"N 1E:107.37 (12"E) S BASIS OF BEARINGS: PLAT OF ALLENTOWN, VOLUME 12 OF PLATS, PAGE 100 ELEVATION DATUM: NAVD 88 BENCHMARK: INVERT ELEVATION OF 12" DI IN CB#2 ON' 501H AVE SR ELEVATION: 109.30 N FF: 113.1 GARAGE H1/LOW: 112.4/112.0 CRAWL FL: 110.6MIN 43' 6 5.00' PROPOSED RESIDENCE PROPOSEDESIDENCE FF: 113.1 GARAGE HI OW: 112.6/1112.2 CRAWL FL: I 110.6MIN 40' ," N0f. fit_ �3�" � `.. approv! is subjeW, f o errors and 01111331on3. construction docs .:n13 c;c. ^ .i ccLf tloir%© Jny adoip'tocG „r _c'rd!n inco. R^., tet. � �C�3.1,r 1 opy an �-.:..C;13 13 acknowledged: PROPOSED RESIDENCE FF: 113.1 GARAGE HI/LOW: 112.8/112.4 ' CRAWL FL: 110.6MIN 43' PROPOSED RESIDENCEW: , FF: 113.1 GARAGE HI/LO .11 112.8/112.4 CRAWL FL 110:6MIN 40' EXISTING cATMAASIN,(CB9. GRATE:109.97 1E:107.52 (18" N&W) IE:107.62 (12" S) / City of t !;cv1;i;a 'BUILDING DIVISION• REVIEWED FOR- ODE COMPLIANCE APPROVED MAY 1: 7316 CB1 EXISTING E 1 GRATE: 110,1 IE:108.66 (12' DI) C82 EXISTING TYPE 1 GRATE: '111.07 IE: 109.30 (OUT FX.12"Dl, S=0.48%), 1E: 109.30 (IN NEW 33'-12"DI, S=0:50%) 1E: 109.50 (IN NEW 60'-4"PVC, S=1.00%) C83 NEW TYPE 1 STA. 0+24.63, 14.47'LT GRATE: 111.10 IE: 109.46 (OUT 33'-12"DI,S=0.50%) IE:- 109.46 (IN 11'-12"LCPE,S=0.50%) CB4 NEW TYPE 1 STA. 0+31.52, 11.91'LT GRATE: 111.15 IE: 109.52 (OUT 11'-12"DI,S=0.50%) IE: 109.52 (IN 16'-8"Dl,S=0.50%) IE: 108.50 (IN 280'76"PERF CPEP,S=0.00%) CB5 NEW TYPE 1 STA. 0+33.24, 6.37'RT GRATE: 111.36 1E: 109.60 (OUT 16'-8"DI,S=0.50%) 1E: 108.50 (IN 273'-6"PERF CPEP,S=0.00%) CB6 NEW TYPE 1 STA. 3+04.06, 16.10'LT GRATE: 110.68 IE: 108.50 (OUT 6"PERF CPEP,S=0.00%) ! No changes rtiodr.N to these plans without approval from the I Approved B HIGH POINT ELEV = HHJGH PONT STA = 1 PVI STA = 2+31. VI ELEV = 112. A.D. = -2.50 FINISHED GRADE ,v ha^I.^.al . ��1Cat ❑ Plumbing ❑ G a Piping C r s� of TI rk1,��ila k' ,"G DIVISION CONSTRUCTION NOTES: .l • 1 NEW 8"PVC (S=1.00%) SANITARY SEWER MAIN r -TERMINATING WITH 48" MANHOLE. (COT_ DETAIL SS -05 NEW, FIRE HYDRANT ASSEMBLY (COT DETAILS WS -13, WS -10, WS -14, WS -1$>' ca 0 EXISTING- WATER METER TO ," RELOCATED TO ROW LINE ® NEW 3/4" WATER MEl'ER_ VICES (COT DETAIL WS -01) VCONSTRUCT PRIVATE'ROAD -. PER CROSS-SECTION `A -A ;ON SHT 6 OF 8. EXISTING CB7 NEW TYPE 1 .STA. 3+13.45, 6.56'RT GRATE: 110.56 YI„x08.50 (OUT 6"PERF CPEP,S=0.00%) -cg$:- EXISs'1NG' TYPE 1 STA1'3+29, 16.8'RT GRATE: 110.17 IE: 107.22 (18" N&S) IE•, 107.37 (12" E) SANITARY SEWER MANHOLE SSMH NO. 4-50-01 STA -.0+11.0 LT 15.4' RIM: 111.35 IE(N): 103.78 IE(E): 103.88 100 L STA:1+79.9 RIM: 112.15 (&'PVC -OUT) 8 (6"PVC-IN) ETAILSS-d5) EXISTING SANITARY: SE4- ,NNOLE SSMH NO. 4-51PL-04 STA:3+42.01, 10.59' :LT RIM:110.74 IE(N): 103.24 IE(S):103.34 IE(W):103:34 City of Tukwila PUBLIC W©rkg . RECEIVED CITY OF TUKWILA - REVISIONS ,No chances sh2!l he -made to.the scope APR 2016 of work witi4cr;t prior apprCivet of PERMITryENTER. Division. Nt ; r uiro a plan submittal and may in,,!uce additional plan review fees. RECEIVED CITY OF TUKWILA SEP 1 1 2013 PE'RMfl CENTER AELS PROJECT NUMBER 04028 • -