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Permit D16-0081 - SAPPHIRE HOMES - LOT 4 - NEW SINGLE FAMILY RESIDENCE
SAPPHIRE HOMES INC - LOT 4 2912 S 135TH ST D16-0081 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.Rov COMBOSFR PERMIT 7346600119 Permit Number: 2912 S 135TH ST Issue Date: Permit Expires On: Project Name: SAPPHIRE HOMES INC - LOT 4 D16-0081 5/17/2016 11/13/2016 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: MINNS DONALD PO BOX 33710 C/O OHANA FIDUCIARY CORP, SEATTLE, WA, 98133 TROY SCHMEIL 16834 SE 43RD ST, BELLEVUE, WA, 98006 SAPPHIRE HOMES INC 16834 SE 43 ST, BELLEVUE, WA, 98006 SAPPHHI867RH SOUND COMMUNITY BANK Address: 2001 FIFTH AVE , SEATTLE, WA, 98121 Phone: (425) 818-8829 Phone: (425) 818-8829 Expiration Date: 12/8/2016 DESCRIPTION OF WORK: NEW SFR Project Valuation: $276,570.56 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: Fees Collected: $9,406.87 Occupancy per IBC: R-3 Water District: Sewer District: 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: 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: 10 Fill: 10 Number: 0 1 Permit Center Authorized Signature: ripp Date: I hearby certify that I have read and examined this permit and" now 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 developmentpermit and agree to the conditions attached to this permit. Signature: Print Name: r Datil/f/1 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. 5: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 6: 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. 7: The Land Altering Permit Fee is based upon an estimated 10 cubic yards of cut and 10 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 8: 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. 9: 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. 10: Roof and foundation drain systems shall include connection to an infiltration trench(s). Reference plan sheet DT1 and plan sheet PG1 (general note 5) - attached to building site plan sheet Cl of Cl. Coordinate with the Public Works Inspector. 11: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 12: 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). 13: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 14: 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) 15: 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) 16: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 17: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 18: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 19: ***BUILDING PERMIT CONDITIONS*** 20: 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. 21: 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. 22: 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. 23: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 24: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 25: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 26: All wood to remain in placed concrete shall be treated wood. 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 0608 PIPE INSULATION 0609 PIPE/DUCT INSULATION 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 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 0412 UNDERFLOOR FRAMING 9001 UNDERGROUND 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Combination Permit No. Dly•mb. Project No.: Date Application Accepted: ' 01 j Date Application Expires: 4 G) (For office e 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** 11(%)I ' njln SITE LOCATION King Co Assessor's Tax No.: Lot 4 of L15-0013 e,144,01 Site Address: 2914 S 135th St Tukwila, WA (Lot 4) ' II to l ovry — Same as D/5 - 0;7 g_ PROPERTY OWNER Name: Troy Schmeil Name: Sapphire Homes Inc. Address: 16834 SE 43rd St Address: 16834 SE 43rd St City: Bellevue State: WA City: Bellevue State: WA Zip: 98006 CONTACT PERSON — person receiving all project communication Name: Troy Schmeil Address: 16834 SE 43rd St Address: 16834 SE 43rd St Phone: (425) 818-8829 Fax: City: Bellevue State: WA Zip: 98006 Phone: (425) 818-8829 Fax: Phone: (425) 828-4117 Fax: Email: callidusland@comcast.net Email: mjhnsnwy@hotmail.com GENERAL CONTRACTOR INFORMATION Company Name: Sapphire Homes, Inc. Address: 16834 SE 43rd St City: Bellevue State: WA Zip: 98006 Phone: (425) 818-8829 Fax: Contr Reg No.: SAPPHHI867RH Exp Date: 12/08/2016 Tukwila Business License No.: BUS -0995576 ARCHITECT OF RECORD Name: Sound Community Bank - David Sharon Company Name: Nash & Associates Architects Architect Name: Mike Johnson Address: 11644 NE 80th St. City: Kirkland State: WA Zip: 98033 Phone: (425) 828-4117 Fax: Zip: 98188 Email: mjhnsnwy@hotmail.com ENGINEER OF RECORD Name: Sound Community Bank - David Sharon Company Name: PBG, LLC City: Seattle State: WA Zip: 98121 Engineer Name: Han Phan Address: 5130 S. 166th Lane City: Seatac State: WA Zip: 98188 Phone: (206) 446-1292 Fax: Email: pbg.engr@yahoo.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Sound Community Bank - David Sharon Address: 2001 Fifth Avenue City: Seattle State: WA Zip: 98121 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): $ 175,000.00 Scope of work (please provide detailed information): Construct new single family 2 -story home of 2,711 square feet DETAILED BUILDING INFORAMTION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement Upstairs Bonus 683 Is` floor 798 2nd floor 1,230 Garage rA carport ■ 402 Deck — covered '/ uncovered ■ 60 Total square footage 3,173 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 $ 8500 1 furnace <100k btu 1 thermostat 0 emergency generator 1 appliance vent 1 wood/gas stove fuel type: ❑ electric IK gas ventilation fan connected to single duct 1 water heater (electric) other mechanical equipment PLUMBING: 9500 Value of plumbing/gas piping work $ 2 1 4 1 bathtub (or bath/shower combo) dishwasher lavatory (bathroom sink) water heater (gas) 0 bidet 0 floor drain 1 sink 0 lawn sprinkler system H:\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh 1 1 3 clothes washer shower water closet 5 gas piping outlets Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — Scope of work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WATER DISTRICT ❑ ...Tukwila m ...Water District #125 m ...Letter of water availability provided SEWER DISTRICT ❑ ...Tukwila ❑ ...Sewer use certificate ❑ .. Highline 0...Valley View ❑ .. Renton 0... 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. SUB ITTED WITH APPLICATION (MARK BOXES WHICH APPLY): Civil Plans (Maximum Paper Size — 22" X 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report 0... Hold Harmless — (SAO) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): El ...Right -Of -Way Use - Potential disturbance ❑ .. Construction/Excavation/Fill - Right -of -Way... ❑ -or- Non Right -of -Way.. ❑ ❑ ...Total Cut ❑ ...Total Fill ..Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control Cubic Yards Cubic Yards ❑ .. Work In Flood Zone ❑ .. Storm Drainage CI.. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line L✓f ...Permanent Water Meter Size " WO # ❑ ...Residential Fire Meter Size " WO # ❑ ...Deduct Water Meter Size ❑ ...Temporary Water Meter Size " WO # ❑ ...Sewer Main Extension Public ❑ - or - Private ❑ ❑ .. Trench Excavation El .. Utility Undergrounding ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water war mem S f gids .seine!' on /0 I— ❑ ...Water Main Extension Public ❑ - or - Private ❑ FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line ❑ ...water ❑ ...sewer MONTHLY SERVICE BILLING TO: Name: Sapphire Homes Inc. number of public fire hydrant(s) ❑ ...sewage treatment Mailing Address: 16834 SE 43rd St WATER METER REFUND/BILLING: Name: Sapphire Homes Inc. Mailing Address: 16834 SE 43rd St Day Telephone: Bellevue City Day Telephone: Bellevue City (425) 818-8829 WA 98006 State Zip (425) 818-8829 WA 98006 State Zip H:\ApplicationsWorms-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 OW OR AUTHORI ED AGENT Signature: Print Name: Troy SMlmeil Day Telephone: (425) 818-8829 Mailing Address: 16834 SE 43rd St • Bellevue WA 98006 Date: 7f-il(6 H:Wpplications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh City State Zip Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME SCA Pf'H iat /l umES ( 4) PERMIT # b f C, - 0081 (Q zo 1 5'� /354 0r 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: B. 2.5% of first $100,000 of A. foo /o00//Joo0/75o //coo 455D-4e7eo- / 01375 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 /0 Enter total fill volume /o cubic yards cubic yards $250 (1) Use the following table to estimate the grading plan review fee. Use the greater of the excavation and fill volumes. 0.00 (4) 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 1 s! 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 lsi 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees $ (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION 1$ (1+4+5) $ 34; -26(344e - The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01/01/14 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) 7. Pavement Mitigation Fee $ 1 t 3 — -e-eo_ (6) $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. $ 23 coo QUANTITY IN CUBIC YARDS RATE — 50 or less $23.50 51 –100 $37.00 101 – 1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 – 10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 – 100,000 $325.00 for the 1St 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 01/01/14 2 (8) $ 137 ZS -4'313-(9) 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* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ 0.00 (9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ f3, $g I. Other Fees $ �$ Total A through I $ /0/S -a-M0 (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ //2S$ 38' 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 / 01.01.2014-12,34. 015 Total Fee 0.75 $625 $ 5 $6630 1 $1125 5,012.50 $16,137.50 1.5 $2425 5 $32,450 2 $2825 $48,040 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 5157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 01/01/14 Temporary Meter 0.75" $300 2.5" $1,500 3 476/ 1,6, Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $15,695.62 D16-0081 Address: 2912 S 135TH ST Apn: 7346600119 $7,468.50 DEVELOPMENT $2,986.60 PERMIT FEE R000.322.100.00.00 0.00 $2,982.10 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 $1,514.88 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $113.75 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $113.75 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 TECHNOLOGY FEE $178.02 TECHNOLOGY FEE R000.322.900.04.00 0.00 $178.02 D16-0083 Address: 2910 S 135TH ST Apn: 7346600116 $8,227.12 DEVELOPMENT $3,709.10 PERMIT FEE R000.322.100.00.00 0.00 $3,704.60 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 $1,514.88 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $113.75 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $113.75 Date Paid: Tuesday, May 17, 2016 Paid By: SAPPHIRE HOMES Pay Method: CHECK 2865 Printed: Tuesday, May 17, 2016 1:00 PM 1 of 2 rrIffSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $15,695.62 D16-0083 Address: 2910 S 135TH ST Apn: 7346600116 $8,227.12 PUBLIC WORKS $1,514.88 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 TECHNOLOGY FEE $214.14 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R8490 R000.322.900.04.00 0.00 $214.14 $15,695.62 Date Paid: Tuesday, May 17, 2016 Paid By: SAPPHIRE HOMES Pay Method: CHECK 2865 Printed: Tuesday, May 17, 2016 1:00 PM 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT I QUANTITY I PAID $6,754.35 D16-0081 Address: 13418 MILITARY RD S Apn: 7346600116 $1,938.37 DEVELOPMENT $1,938.37 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,938.37 D16-0082 Address: 13418 MILITARY RD S Apn: 7346600116 $2,407.99 DEVELOPMENT $2,407.99 PLAN CHECK FEE R000.345.830.00.00 0.00 $2,407.99 D16-0083 Address: 13418 MILITARY RD S Apn: 7346600116 $2,407.99 DEVELOPMENT $2,407.99 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R8040 R000.345.830.00.00 0.00 $2,407.99 $6,754.35 Date Paid: Tuesday, March 29, 2016 Paid By: SAPPHIRE HOMES Pay Method: CHECK 2667 Printed: Tuesday, March 29, 2016 10:04 AM 1 of 1 CPWSYSTEMS INSPECTION RECORD Retain a copy with permit •)6 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: SAPP/ /,2( %4vi/es Tag of Inspection: N./ 1 C.D»J'&.c% L Address: Al2 S 13S77) ST - Date Called: Special Instructions: Date Wante a.m • • Request r: Phone No: W Approved per applicable codes. 1l Corrections required prior to approval. COMMENTS: 0 4 70 9---/Anit- I ns pector: At Date: //Ze// 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 1/6 - Otof 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: PUUi►�,=� / ?� Tye of Inspection: �, u.b, j::7, z Address: 2f2 S 13s r7- Date Called: Special Instructions: Date Wanted: j/ a.m. Requester: Phone No: ElApproved per applicable codes. glCorrections required prior to approval. COMMENTS: Inspector: 4 Date: /62/g/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 INS TION NO -009 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Pect: roSA1 Pi- )iib"^ /� � Type of Inspection: �/' �AS P oar ITA L Address: AZ573S774 57 Date Called: Special Instructions: Date Wanted: 10 7, 6 a. Requester. Phone No: Approved per applicable codes. t__J Corrections required prior to approval. COMMENTS: Inspector: /464.1 Date:/ ,/ 7/ jj' REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. V AIN INSPECTION RECORD Retain a copy with permit 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 1716 -00P/ Project: S4i>04 lee I nita Ty" of Inspection: I- uplebuter-b/(61-Ls Address: 2112S13r7 Date Called: 1 51— Special Instructions: � .y—� i `7 Date Wante 1 � J��a.m. le Requeste : ,// Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Atrill Date: /0 a 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 >/6 -doe \01 Project: AA9%�I f&i' /-I40 Type of Inspection: ,,�� / f'9 i-1.4'IJ9('!;L ?'/naL Address: 202Si3s174sr Date Called: Special Instructions: Zp% Date Want d: a.m. Request r: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Date: ,o /7 I n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD >/6_ 5111 Retain a copy with permit -!'( j ON 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 Pro ct: Type of Inspection: 10 cik_iik 6 detird Ad dr s: fa S , /3s *Fi5-7`., Date Called Special Instructions: Date nte{l: b -17 -/IC ' p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: /( Date: l/ 7/*, n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. rINSPECTION RECORD Retain a copy with permit Ci'I3 ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Project: 49?N112E /- m'1L''3 Ty�pyy of Inspection: Gt/ALi- /AA 0Mr7o,J Address: 2i12 S i3'S" Date Called: Special Instructions:zcr7Lj —I Date Warlte�i:,1/6Ciauy �I/ m. Requester: Phone No: RiApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: tfr A'" i Date: 6//4--)/ /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 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 6A6PW I 6 1)046 Type of pection: /AT& Address: 2q)z s i2S7 T Date Called: Special Instructions:Date z07,...-1 Ware / e /0//(0 ga.m., 8:co p.m. Requester: Phone No: ® Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: /4.1z) Date: `0 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 *7)6- 00 e/ Project: Project: e6 147)146S Type of Inspection: Voo614 - /Ai 1116IHAARCAL Address: 2q,13 i3.s` 1I r Date Called: Special Instructions: GU/ y Date Want % J /��i Cr Cr me p.m. Requester: / Phone No: ® Approved per applicable codes. !__.1 Corrections required prior to approval. COMMENTS: Inspector: A Awl Date:46/1/0/1,a 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 ` 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 b16-'O1l Project: SAi2O/4)VC )9c�/S5 Tye of Inspection: kbzll-/4 /iJ OAS AP/ij6 Address: .1/2 .S I arril 67- Date Called: Special Instructions: kry Date Wang / //6 �j qm,, ��'m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: 4104bAl / Date:0q/// 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 INS 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 N6-0091 \R\ Project: APP/-ler hies Type of spection: aArmiAke Address: /Z' /3c/74 S-- Date Called: Special Instructions: /0� Li Date WanAdk // p.m. Requeste . Phone No: ElApproved per applicable codes. gi Corrections required prior to approval. COMMENTS: PIimaE —r. is _ f2o', Al APPFLII/4L t Pa bc, rge bell- App j .c Pan Y 6 VVI6c4-4A-fIKx Z_ z, 44 / AI Peo/AZ._ Inspector: Date / /// G REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 8 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 \e - Project: q PP7-I /gi"- /70 AL Tye of Inspection: JEi14', I ) J Mew Address: N/2 S i 3c' S7--. Date Called: Special Instructions: �y /07,-1 U `, Date W nt��d: /) // a:m: (r: Request(r: Phone No: E1Approved per applicable codes. EA Corrections required prior to approval. COMMENTS: ci iPo 27` &Nhuc5i/ky- Inspector:AAwi Datg/, // REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPE TION NO. INSPECTION RECORD Retain a copy with permit [D16 -cog/ 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: I®Pi4 i Pe-- Alla Tye of Inspection 010414 1,41liii4 Rill ' Address: 2l/xS/3i/S- Date Called: Special Instructions: )l Gt y Date Wanted: a.m. p.m. Requester: Phone No: EApproved per applicable codes. Corrections required prior to approval. \m COMMENTS: Inspector: A411" Date: a 06 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 bk -000 / 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: SApioili 2E Aviles ST Type of Inspection: IAIAt2- SN Date Called: -PA16- .0.04 � Address: : 24 12 S / 35 - Special Instructions: ze27.-q Date Wanted: m. Requester: Phone No: gjApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector i‘Avi 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 bJ6 - dd 9' !NSP ON 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: ApN) 126 i ;iS Sr Type of Inspection: ' S�i� Date Called: Address: 2Q/2 S I3g-, Special Instructions: l .r, '` Date Way:g,I J� b. pix Request Phone No: r Approved per applicable codes. D 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 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 Project k ( VL Typte of 1 pectio6 Addre�s: fit - Date ailed: Special Instructions: 444 Date Wanted: r �� a.p.m. Regyester: PhonNPt o: z06- 3%- 8Y.2 AC MMENTS: Approved per applicable codes. Corrections required prior to approval. Inspector: )( Date: 6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. rV 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 P(6 -°°0 Projec : ftr€ 00 TypeInsp dtion:Addre Inq (1 241z 5a f55 -*51-. Date Called: Special Instructions: r � Dat�W t 0 / a.m. p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. OMMENTS: Inspector: 1Date:(, n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 f Pro ct: Typettof Inspectio d s Date Called: Special Instructions: Date 3/ Wanted: �� a.m. P.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. ICOM M ENTS: Inspector:/EL Date 3 l REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. RECORD IIINSPECTION Retain a copy with permit RIM NO. Dib-tia6I PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr ect: r 5R kat A)fF Z Type Inspe tion: 00 Address: 24(Z 50f 13 5-14L 5f, Date Called: Special Instructions: lA Date Wanted:a.m. 5-Z5 - - 1,6 p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. =OM M ENTS: gff-tA or sef �u.ks old Inspector: "I b REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /h— PERMIT pito— oe) NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 A),//4/,,, Project: Sprinklers: �iL `'� Type of Inspection t/4 I 6/`G/421 -C Address:Contact Suite #: 2 1/1 S l5' S .� Persons / Special Instructions: ' glit Phone No.: -71;,_ 1 M1/6/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: - / I..E. C /Zs,,.c l 7 _Li -t ? /-,,,,4-4/r ,(1.4C/2 iffr, 2 A.,.., -,,,z, Ae..- --7( / / r / AI !/ Z ' glit / -71;,_ 1 M1/6/ '/1_ �� r / O/Z._ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector !/ c S Date: W Sb G Hrs.: 2. a $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 .Project:Jt////) 1 /-.217144 C/ Type of Inspection: G.6.7.1 Address: , Suite #: Z9JZ c% 35 Contact Person: Special Instructions: Occupancy Type: Phone No.: yi Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: . (' 2i/ f -Js S 6 77. 1,/f / ‘r f' ., ( 7i / O 3z2 � Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: % _ frill? Date: oho 4 Hrs.: f k 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: / Type of Inspection: Address: Suite #: 9f Z -\\.,, 5• I3S Sj Contact Person: Special Instructions: f /li Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: /` C • ,-or' l C/ . rT L _ ,3�%z''' t--(--; ` ` _, /Z f /li / f / �'. 4 --()Ii !i1 �j jV�= 7' , - fir.- `e ! 4- /Alo J/ I /-, 'f (S . ;� /� a ill AA,S14 /4 / .1: .fir r f/( t../ y /,4-, i r - ,S;-1,-, ,--1./.1.1.--1 p.-rj i /`• "4-4 C !.0 /S A, rJ/ f "/✓Into- j e --,-{y Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 5J - / ; Date: /onenc Hrs.: 7, 6 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit t0— CDC ? PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: Type of Inspection: ( Address: Suite #: 2 \ L _.�,` s. 1-S Contact Person: Special Instructions: Occupancy Type: , Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: /-7444(- 74sS Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: , Inspector:5 3 Date: //)//6 Hrs.: / 6 / I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 DU cc'si __■ 11 NASH & ASSOCIATES 2 711-------4 rR AND 2512 C ARCHITECTS PLAN BEAM, LATERAL, SEISMIC CALCULATIONSCITY REVIEWED FOR CODE COMPLIANCE APPROVED MAY 137016 City of Tukwila BUILDING DIVISION RECEIVED OF TUKWILA MAR 2 9 2016 PERMIT CENTER `' ,. REGIS ARCH, ='CT :. S NASH 1 F WASHINGTON 2012 IBC MAY 22, 2014 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW. NASH- ARCHITECTS. COM n DU cc'si r a ❑ NASH & ASSOCIATES BEAM DESIGN DATA CLIENT: PROJECT: PLAN 2111 ARCHITECTS DATE: 5/22/14 NAME: Roof Loads: LL 25 #/sf DL 15 #/sf Total 40 #/sf Unless Noted Otherwise Floor Loads: LL 40 #/sf DL 10 #/sf Total 50 #/sf Deck Loads: LL 60 #/sf DL 10 #/sf Total 70 #/sf Soil: 1500 PSF Min. Concrete: Per IBC 12 Masonry: Per IBC 12 Steel: Per IBC 12 Wood: Per IBC 12 Nailing: Per IBC 12 4" Beam: Douglas Fir #2 fv = 180 fb = 900 PSI E = 1,600,000 6" Beam: Douglas Fir #2 fv = 170 fb = 875 PSI E = 1,300,000 Joists & Hem Fir #2 Rafters: fv = 150 fb = 850 PSI E = 1,300,000 Glu— Lam Beams: fv = 240 PSI fb = 2,400 PSI (reduced by size factor, CF*KI) E = 1,800,000 11644 N.E. 80th St. Kirkland, WA 98033 (425) WWW. NASH—ARCHITECTS. COM 828-4117 Fax (425) 822-1918 a PLAN 2711 BeamChek v2012 licensed to: Kulshan Design Reg # 4009-67690 RB -1 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads BED 2 Date: 5/22/14 3-1/8x 9 GLB 24F -V4 DF/DF Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 3.7 in R2= 5.7 in2 (1.5) DL Defl= 0.04 in Recom Camber= 0.06 in Beam Span Beam Wtper ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 5.0 ft Reaction 1 LL 1517 # Reaction 2 LL 6.83 # Reaction 1 TL 2394 # Reaction 2 TL 34 # Maximum V 3736 # 6364'# Max V (Reduced) 3161 # L / 240 TL Actual Defl L / 727 L / 360 LL Actual Defl L / >1000 2364 # 3736 # Section (in3) Shear (int) TL Defl (in) LL Defl 42.19 31.82 OK 75% 28.13 19.76 OK 70% 0.08 0.25 OK 33% 0.04 0.17 OK 27% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi Reference Values 2400 Adjusted Values 2400 240 240 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 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 Point LL Point TL Distance Par Unif LL Par Unif TL Start End 2695 Pt loads: R1==2394 B = 4200 2.8 50 475 H = 80 I=760 H B R2-=3736 SPAN = 5 FT Uniform and partial uniform loads are lbs per lineal ft. 0 2.8 2.8 5.0 PLAN 2711 BeamChek v2012 licensed to: Kulshan Design Reg # 4009-67690 B-1 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments KITCHEN Date: 5/22/14 4x 10 DF -L #2 Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 1.8 in2 R2= 1.8 in2 (1.5) DL Defl= <0.01 in. Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 4.0 ft Reaction 1 LL 740 # Reaction 2 LL 7.87 # Reaction 1 TL 1136 # Reaction 2 TL 31 # Maximum V 1136 # 1136 '# Max V (Reduced) 698 # L / 240 TL Actual Defl L / >1000 L / 360 LL Actual Defl L / >1000 740 # 1136 # Section (in3) Shear (int) TL Defl (in) LL Defl 49.91 12.62 OK 25% 32.38 5.82 OK 18% 0.01 0.20 OK 5% <0.01 0.13 OK 4% Fb (psi Fv (psi) E (psi x mil) Fc (psi) Reference Values 900 Adjusted Values 1080 180 180 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 370 Uniform TL: 560 = A Uniform Load A R1 = 1136 R2 = 1136 SPAN = 4 FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2711 BeamChek v2012 licensed to: Kulshan Design Reg # 4009-67690 B-2 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads DINING Date: 5/22/14 3-1/8x 9 GLB 24F -V4 DF/DF Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 3.7 in2 R2= 3.7 in2 (1.5) DL Defl= 0.09 in Recom Camber= 0.13 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max DefI 8.0 ft 6.83 # 55 # 4855 '# L / 240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Def I LL Actual DefI 1580 # 2427 # 2427 # 1972 # L / 500 L/903 Reaction 2 LL Reaction 2 TL 1580 # 2427 # Section (in3) Shear (in2) TL Deft (in) LL Deft 42.19 24.27 OK 58% 28.13 12.33 OK 44% 0.19 0.40 OK 48% 0.11 0.27 OK 40% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) Reference Values Adjusted Values 2400 2400 240 240 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 N/A 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 395 Uniform TL: 600 = A Uniform Load A R1 = 2427 R2 = 2427 SPAN = 8 FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2711 BeamChek v2012 licensed to: Kulshan Design Reg # 4009-67690 B-3 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads GREAT ROOM Date: 5/22/14 3-1/8x 9 GLB 24F -V4 DF/DF Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 3.8 in2 R2= 3.8 in2 (1.5) DL Defl= 0.08 in Recom Camber= 0.13 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 8.0 ft 6.83 # 55 # 4935 '# L / 240 L/360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 1640 # 2467 # 2467 # 2005 # L/495 L / 870 Reaction 2 LL Reaction 2 TL 1640 # 2467 # Section (in3) Shear (in2) TL Defl (in) LL Defl 0.11 0.27 OK 41% Fb (psi) Fv (psi) E (psi x mil) 42.19 24.67 OK 58% 28.13 12.53 OK 45% 0.19 0.40 OK 48% Fci_ (psi) Reference Values 2400 Adjusted Values 2400 240 240 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 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: 410 Uniform TL: 610 = A Uniform Load A 0 R1 = 2467 R2 = 2467 SPAN = 8 FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2711 BeamChek v2012 licensed to: Kulshan Design Reg # 4009-67690 B-4 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads GREAT ROOM AT STAIR Date: 5/22/14 5-1/8x 9 GLB 24F -V4 DF/DF Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 5.2 in2 R2= 5.1 in2 (1.5) DL Defl= 0.06 in Recom Camber= 0.09 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 8.3 ft 11.21 # 93 # 6927 '# L / 240 L/360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 2595 # 3352 # 3352 # 2744 # L / 549 L/817 Reaction 2 LL Reaction 2 TL 2353 # 3297 # Section (in3) Shear (in2) TL Defl (in) LL Defl 69.19 34.63 OK 50% 46.13 17.15 OK 37% 0.18 0.42 OK 44% 0.12 0.28 OK 44% Fb (psi) Fv (psi) E (psi x mil) Fcl. (psi) Reference Values 2400 Adjusted Values 2400 240 240 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 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 Par Unif LL Par Unif TL Start End 640 510 H = 800 I = 770 H R1 = 3352 R2 = 3297 SPAN = 8.3 FT Uniform and partial uniform loads are lbs per lineal ft. 0 5.5 5.5 8.3 PLAN 2711 BeamChek v2012 licensed to: Kulshan Design Reg # 4009-67690 B-5 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads ENTRY DOOR Date: 5/22/14 4x 10 DF -L #2 Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 1.6 in2 R2= 1.6 int (1.5) DL Defl= <0.01 in. Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 5.5 ft 7.87 # 43 # 1353 '# L / 240 L / 360 Reaction 1 LL 770 # Reaction 1 TL 984 # Maximum V 984 # Max V (Reduced) 708 # TL Actual Defl L / >1000 LL Actual Defl L / >1000 Reaction 2 LL Reaction 2 TL 770 # 984 # Section (in3) Shear (in2) TL Defl (in) LL Defl 0.02 0.18 OK 9% 49.91 15.04 OK 30% 32.38 5.90 OK 18% 0.02 0.28 OK 8% Fb (psi) Fv (psi) E (psi x mil) Fc1(psi) Reference Values 900 Adjusted Values 1080 180 180 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 1.00 N/A 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 280 Uniform TL: 350 = A Uniform Load A R1 = 984 R2 = 984 SPAN = 5.5 FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2711 BeamChek v2012 licensed to: Kulshan Design Reg # 4009-67690 GB -1 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads GARAGE DOOR HDR. Date: 5/22/14 5-1/8x 18 GLB 24F -V4 DF/DF Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 10.6 in2R2= 10.6 in2 (1.5) DL Defl= 0.15 in Recom Camber= 0.23 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 16.3 ft 22.42 # 365 # 27978 '# L / 240 L/360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 4523 # 6866 # 6866 # 5602 # L/ 561 L / 996 Reaction 2 LL Reaction 2 TL 4523 # 6866 # Section (in3) Shear (in2) TL Defl (in) LL Defl 276.75 142.03 OK 51% 92.25 35.01 OK 38% 0.35 0.81 OK 43% 0.20 0.54 OK 36% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) Reference Values 2400 Adjusted Values 2364 240 240 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 0.985 1.00 1.00 1.00 N/A 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 555 Uniform TL: 820 = A Uniform Load A R1 = 6866 R2 = 6866 SPAN = 16.3 FT Uniform and partial uniform loads are lbs per lineal ft. Notes 20'-0" LONG PLAN 2711 BeamChek v2012 licensed to: Kulshan Design Reg # 4009-67690 PB -1 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads COVERED ENTRY Date: 5/22/14 3-1/8x 15 GLB 24F -V4 DF/DF Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 3.6 in2 R2= 3.6 int (1.5) DL Defl= 0.14 in Recom Camber= 0.21 in Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl LL Max Defl 14.5 ft Reaction 1 LL 1233 # Reaction 2 LL 11.39 # Reaction 1 TL 2330 # Reaction 2 TL 165 # Maximum V 2330 # 8447 '# Max V (Reduced) 1928 # L / 240 TL Actual Defl L / 698 L / 360 LL Actual Defl L / >1000 1233 # 2330 # Section (in3) Shear (int) TL Defl (in) LL Defl 0.11 0.48 OK 22% E (psi x mil) 117.19 42.23 OK 36% 46.88 12.05 OK 26% 0.25 0.73 OK 34% Fb (psi) Fv (psi) Fc_l_ (psi) Reference Values 2400 Adjusted Values 2400 240 240 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 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: 170 Uniform TL: 310 = A Uniform Load A R1 = 2330 Z\ R2 = 2330 SPAN = 14.5 FT Uniform and partial uniform loads are lbs per lineal ft. Notes ABOVE PLATE PLAN 2711 BeamChek v2012 licensed to: Kulshan Design Reg # 4009-67690 PB -2 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads OPTIONAL REAR PORCH Date: 5/22/14 4x 10 DF -L #2 Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 1.9 in2 R2= 1.9 in2 (1.5) DL Defl= 0.08 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 9.6 ft 7.87 # 76 # 2855 '# L/ 240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V 720 # 1190 # 1190 # Max V (Reduced) 999 # TL Actual Defl L / 751 LL Actual Defl L / >1000 Reaction 2 LL Reaction 2 TL 720 # 1190 # Section (in3) Shear (int) TL Defl (in) LL Defl 49.91 31.73 OK 64% 32.38 8.32 OK 26% 0.15 0.48 OK 32% 0.08 0.32 OK 24% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) Reference Values 900 Adjusted Values 1080 180 180 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 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: 150 Uniform TL: 240 = A Uniform Load A R1 = 1190 R2 = 1190 SPAN = 9.6 FT Uniform and partial uniform loads are lbs per lineal ft. 4 C NASH & ASSOCIATES VIII ND AND SEISMIC DESIGN DATA PER 2012 IBC CLIENT: PROJECT: PLAN 2111 ARCHITECTS DATE: 5/22/14 NAME: * IN D 1NIND DESIGN CRITERIA SECTION 1604.1 WIND LOADS 21.5 WALLS SHALL PROVISIONS of page of page of page of page 1104#/BOLT DESIGN VALUES USED USE SEISMIC CATEGORY DESIGN PER ASCE 1-10 I. NOMINAL/ULTIMATE 2. RISK CATEGORY 3. WIND EXPOSURE CATEGORY 4. INTERNAL PRESSURE 5. COMPONENTS AND DESIGN PRESSURE BUILDINGS, STRUCTURES, CONSTRUCTED IN ACCORDANCE FACTOR DESIGN, ALLOWABLE CONSTRUCTION METHODS, BUILDINGS, STRUCTURES, AS DEFINED IN SECTION SIMPLIFIED METHOD (BUILDING HEIGHT IS 110 MPH ULTIMATE WIND USE 19.6 PSF PER TABLE WOOD DESIGN PER SECTIONS AND DIAPHRAGMS TO BE DESIGNED AND CONS OF SECTIONS 2305-2306 SEISMIC DESIGN WIND SPEED V/asd / Vult 85/110 mph II 1.00 GOEFFICENT +/-55 CLADDING +/- 16 psf AND PARTS THEREOF SHALL BE DESIGNED AND WITH STRENGTH DESIGN, LOAD, AND RESISTANCE STRESS DESIGN, EMPIRICAL DESIGN OR CONVENTIONAL AS FERMI I I tD BY THE APPLICABLE MATERIAL CHAPTER, AND PARTS THEREOF, SHALL BE DESIGNED TO WITHSTAND 1609 AND ASCE 1-10 TO BE USED FOR WIND DESIGN PER ASCE 1-10, SECTION LESS THAN 160 FEET) SPEED 27.6.1 "EXPOSURE B" 2304-2306. STRUCTURES USING WOOD SHEAR RESIST WIND, SEISMIC, AND ALL OTHER LATERAL LOADS II lJGTED IN ACCORDANCE WITH AF $ PA SDPWS AND DATA DESIGN PER ASCE 7-10/SECTION I. SEISMIC IMPORTANCE 2. SHORT PERIOD ACCELERATION 3. I SECOND ACCELERATION 4. SITE GLASS 5. SPECTRAL RESPONSE 6. SPECTRAL RESPONSE 7. SEISMIC. DESIGN CATEGORY S. SEISMIC FORGE RESISTING 9. DESIGN BASE SHEAR 10. SEISMIC, RESPONSE II. RESPONSE MODIFICATION 12. ANALYSIS PROCEDURE 13. RISK CATEGORY THE ANCHORAGE OF DESIGNED IN ACCORDANCE IN S I KUCTURES ASSIGNED AND THEIR CONNECTIONS MAXIMUM EFFECTS AS BASE SHEAR V= (F ANCHOR BOLTS: 5/8" PER USGS, THE MAXIMUM THIS ANALYSIS ARE BASED IF RISK CATEGORY 15 I, 1613 FACTOR le 1.00 Ss lbs *see footnote at bottom Si 0.148 *see footnote at bottom D (default class per IBG) GOEFFICENT 5os 0.912 '*see footnote at bottom GOEFFICENT Sol 0.745 *'see footnote at bottom D SYSTEM PLYWOOD SHEAR WALLS (see seismic calculations) GOEFFICENT 05 0.13 FACTOR R 6.5 EQUIVALENT LATERAL FORGE II WALLS SUPPORTING CONSTRUCTION SHALL BE BE WITH ASCE 7-10, SECTION 12.11.2 TO SEISMIC DESIGN CATEGORY G -F, COLLECTOR ELEMENTS TO VERTICAL ELEMENTS SHALL BE DESIGNED TO RESIST SPECIFIED IN ASCE 1-10, SECTION 12.10.2.1 Sps /R) W DIA X 10", A307 OR BE i i tR W/ 7" MIN. EMBEDMENT. V= Si IN THE STATE OF WASHINGTON IS 0.148. ALL SEISMIC UPON THIS NUMBER. SINGE S115 LESS THAN 0.15, THEN II, OR III 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW. NASH—ARCHITECTS. COM C -7 .5 17.5 ■. n U- ■■� U■ n -n n n ■. ■■ -■ ME ■. EMI U.I 171 -n -n n n nnnnn nnnnn FRONT ELEVATION PLAN 211 I 2 S 5.5 5 5.5 7.5 7.5 ,NNSN -1--1 I E O 'I Tr I RIGHT ELEVATION PLAN 21H I 0 3C' / / / / / / / / / / J i / / / / / / / / / / / / / / i STHD14 - S PLACES PI -4" PI -4" PI -4" 17////7//i / / / / / / /////// // P -3" PI -3" 3X 3X HDUS - 4 PLACES / / / / / / / / / / 7/7/ 0 I 1- i.5' / / / / / / PI -3" 3X .= 0 // PI -3" 3X STHDI4 - S PLACES MAIN FLOOfk PLAN 2'111 PI -2" 3X - HDUS - 2 PLACES 0 {////////1 P1-5" 3X / / / / / / I H LU O 17' 0 1-1ST37 - 4 PLACES P1-5" PI -6" O 17' ///////// PI -4" MSTG4883- 2 PLACES PI -4" / / / / / / / / / / C\I kfl ,w rQ m_1 �ft 31 it 7 / / / / / / / / / / / / / / / ///////'l PI -6" 1 PI -4" / MST5-1 - 2 PLACES / / / ,__n___�� i. nn 777, PI -6" PI -6" 1///////// PI -6" MSTC4885 - 8 PLACES UPPER FLOOR PLAN 2111 a a LATERAL CALCULATIONS CLIENT: NASH & ASSOCIATES WIND WORKSHEET PROJECT: PLAN 2711 ARCHITECTS PER IBC 12 DATE: 5/22/14 55 MPH/I1O MPH= NOMINAL/ULTIMATE WIND SPEED NAME: IQ.6 PSF- EXPOSURE "13" X FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION LOCATION TOTAL SHEAR FORCE (#) SHEAR UNIT SHEAR W x H x (see chart for wind pressure WALL SHEAR WALL @ specified height) LENGTH (ft) (#/ft) TYPE 1—UPPER 17.5 X 12 X 19.6 = 4116 4116 33 125 P1-6" 2—UPPER 17.5 X 16 X 19.6 = 5488 5488 36 153 P1-6" 1—MAIN 17.5 X 10 X 19.6 = 3430 + 4116 7546 36 210 P1-6" 2—MAIN 17.5 X 10 X 19.6 = 3430 + 5488 8918 27 331 P1-4" 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW. NASH—ARCHITECTS. COM r a LATERAL CALCULATIONS CLIENT: NASH & ASSOCIATES WIND WORKSHEET PROJECT: PLAN 2111 ARCHITECTS PER IBC 12 DATE: 5/22/14 85 MPH/I10 MPH= NOMINAL/ULTIMATE WIND SPEED NAME: I9.6 PSF- EXPOSURE "B" FRONT ELEVATION LEFT ELEVATION REAR ELEVATION X RIGHT ELEVATION LOCATION TOTAL SHEAR FORCE (#) SHEAR UNIT SHEAR W x H x (see chart for wind pressure WALL SHEAR WALL @ specified height) LENGTH (ft) (#/ft) TYPE A—UPPER 7 X 17 X 19.6 = 2333 2333 17 138 P1-6" B—UPPER 10.5 X 17 X 19.6 = 3499 3499 11 319 P1-4" C—UPPER 13 X 17 X 19.6 = 4332 4332 17 255 P1-4" D—UPPER 7.5 X 17 X 19.6 = 2499 2499 17 147 P1-6" A—MAIN 5 X 10 X 19.6 = 980 + 2333 3X 3313 7.5 442 P1-3" B—MAIN 10.5 X 10 X 19.6 = 2058 + 3499 3X 5557 10 556 P1-2" C—MAIN 13 X 10 X 19.6 = 2548 + 4332 3X 6880 16 430 P1-3" D—MAIN 7.5 X 10 X 19.6 = 1470 + 2499 3969 12.5 318 P1-4" 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW. NASH— ARCHITECTS. COM d n C I,TF,NT: NASH&ASSOCIATES SEISMIC ANALYSIS PROJECT: PLAN 2111 ARCHITECTS PER IDC 12 DATE: 5/22/14 NAME: 1 Weight of Building: Roof Assembly: Asphalt Shingles - 2.00 #/ft Cedar Shakes - 2.25 #/ft Tile - 9.50 #/ft Felt - 0.15 #/ft Felt - 0.15 #/ft Felt - 0.15 #/ft 1/2" Plywood - 1.50 #/ft 1/2" Plywood - 1.50 #/ft 1/2" Plywood - 1.50 #/ft Trusses @ 24" o.c. - 1.75 #/ft Trusses @ 24" o.c. - 1.75 #/ft Trusses @ 24" o.c. - 1.75 #/ft R-38 Insulation - 2.35 #/ft R-30 Insulation - 2.25 #/ft R-30 Insulation - 2.25 #/ft 1/2" GWB Ceiling - 2.00 #/ft 1/2" GWB Ceiling - 2.00 #/ft 1/2" GWB Ceiling - 2.00 #/ft Total 9.75 #/ft Total 9.90 #/ft Total 17.90 #/ft Use 10.00 #/ft Use 10.00 #/ft Use 18.00 #/ft 1st & 2nd Floor Assembly: Carpet / Pad - 0.50 #/ft Hardwood - 2.50 #/ft 3/4" T&G Plywood - 2.50 #/ft 3/4" T&G Plywood - 2.50 #/ft 2x10 @ 16" o.c. - 2.30 #/ft 2x10 @ 16" o.c. - 2.30 #/ft 1/2" GWB Ceiling - 2.00 #/ft 1/2" GWB Ceiling - 2.00 #/ft Total 7.30 #/ft Total 9.30 #/ft Use 10.00 #/ft Use 10.00 #/ft Interior Wall Assembly: Exterior Wall Assembly: 1/2" GWB - 2.00 #/ft 3/4" Wood Siding - 2.30 #/ft 2X4 @ 16" o.c. - 1.10 #/ft 1/2" Plywood - 1.50 #/ft 1/2" GWB - 2.00 #/ft 2x6 @ 16" o.c. - 1.37 #/ft R-21 Insulation - 2.10 ft Total 5.10 #/ft 1/2" GWB - 2.00 #/ft Use 8.00 #/ft Total 9.27 #/ft Use 10.00 #/ft 4" Brick Veneer - + 3.20 #/ft 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW. NASH-ARCHITECTS. COM L C 4 ❑ NASH&ASSOCIATES SEISMIC ANALYSIS PER IBC 12 2 CLIENT: PROJECT: PLAN 2711 ARCHITECTS DATE: 5/22/14 NAME: SEISMIC: (Plywood) V = (C,) (Wdl) 2nd Level: (Asphalt / Cedar Shake) 10#/ft X 1489 sf = 14,890 (E2) (I 2) Roof: or Exterior Walls: Interior Walls: (Tile) 18#/ft X sf = -- L x 10#/sf x 1/2 (h) 146 x 10#/sf x 4.0 L x 8#/sf x 1/2 (h) 165 x 8#/sf x 4.0 TOTAL = 26,010 (26.0) 5840 5280 1st Level: (1st Floor Roof) 10#/ft X sf = -- (E1) (I1) Roof: 2nd Floor: Exterior Walls: Interior Walls: 10#/ft X 1468 sf = 14,680 (E2) + L x 10#/sf x 1/2 (h) 5840 + 142 x 10#/sf x 4.5 (I 2) + L x 8#/sf x 1/2 (h) 5280 + 64 x 8#/sf x 4.5 TOTAL: = 34,494 (34.5K) 12,230 7584 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW. NASH—ARCHITECTS. COM L a CLIENT: NASH & ASSOCIATES SEISMIC ANALYSIS PROJECT: PLAN 2T11 ARCHITECTS PER IBC 12 DATE: 5/22/14 NAME: 3 BASE SHEAR: BASE SHEAR V= (F Sos/R) IN V= F (.6172)/6.5= .1461 LEVEL 2: Wdl 26.0 # x 0.149 = 3.87 LEVEL 1: Wdl 34.5 # x 0.149 = 5.14 TOTAL Wdl 60.5 # x 0.149 = 9.01 (V) Level Dead Load (Wdl) Height (h) Moment h Shear ® Story Fx = [(Wdl)(h)ly (Wdl) (h) Remarks 2 26.0 18.5 481 481 (9.01) =5.25 826 1 34.5 10 345 345 (9.01) -3.76 826 Total 60.5 826 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW. NASH-ARCHITECTS. COM J n In LINE Vmax OVER HOLD - LEVEL LINE LINE SHEAR TOTAL P 1 WALL SEISMIC WIND WALL TURNING DOWN SHEAR SHEAR ABOVE LENGTH SHEAR HEIGHT FORCE REQ'd WALL V / 1.4 2 1 2.62 -- 2.62 33 80 58 125 8 1000 MST37 P1-6" 2 2.63 -- 2.63 36 73 53 153 8 1224 MST37 P1-6" A .88 -- .88 17 52 38 138 8 1104 MSTc48[33 P1-6" B 1.75 -- 1.75 11 159 114 319 8 2552 MST37 P1-4" C 1.74 -- 1.74 17 103 74 255 8 2040 MSTc48133 P1-4" D .88 -- .88 17 52 38 147 8 1176 MST37 P1-6" 1 1 1.88 2.62 4.50 36 125 90 210 9 1890 STHD14 P1-6" 2 1.88 2.63 4.51 27 167 120 331 9 2979 STHD14 P1-4" 3X A .63 .88 1.51 7.5 202 145 442 9 3978 STHD14 91-3" 3X B 1.25 1.75 3.00 10 300 215 556 9 5004 HDU5 P1_2" 3x C 1.25 1.74 2.99 16 187 134 430 9 3870 HDU5 p1 -3- D .63 .88 1.51 12.5 121 87 318 9 2862 STHD14 P1-4" I 1 a a NASH & ASSOCIATES SEISMIC ANALYSIS PER IDC 12 5 CLIENT: PROJECT: PLAN 2111 ARCHITECTS DATE: 5/22/14 NAME: Redundancy Factor (p): 1. 2. 3. Maximum Vumax \/ Maximum Vmax = .520 p = 2—[2(Vaccstory)/(Vumax)(Ab 2 allowable = (2)(Vaccstory)/Ab (2) 9.01 wall shear for p<=1 1/2 - .520 wall shear 1/2) = 1 1200 actual shear Largest seismic > .300 (2) 9.01 .520 (34.64) 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 WWW. NASH-ARCHITECTS. COM Fax (425) 822-1918 Prescriptive Energy Code Compliance for Climate Zones 6, 5 and Marine 4 Project Information Contact Information Play 2711 r5 Nash and Associates Architects 425-828-4117 ext 105 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 thp-pemi _applicant. II �,i Authorized Representative a� fm Date Climate Zone 5 & Marine 4 6 R-Valuea U-Factora Fenestration U-Factorb Skylight U -Factor Glazed Fenestration SHGCb,e Ceiling Wood Frame Wall9.k.I Mass Wall R -Value` Floor Below Grade Wallc* Slabd R -Value & Depth R-Valuea U-Factora n/a 0.30 n/a 0.30 n/a 0.50 n/a 0.50 n/a n/a n/a n/a 49i 0.026 49 0.026 21 int 0.056 21+5ci 0.044 21/21" 0.056 21+5h 0.044 309 0.029 309 0.029 10/15/21 int + TB 0.042 10/15/21 int + TB 0.042 10, 2 ft n/a 10, 4 ft n/a able R402.1.1 and Table R402.1.3 Footnotes included on Page 2. 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: 01. 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. 03. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Cr la Efficient Building Envelope la 0.5 1 b Efficient Building Envelope lb 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 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 Total Credits *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/2012%20Res%20Energy.pdf RECEIVED CITU OF TUKWILA ❑ MAIR 2 9 2016 EPEROBVIEENFR3R bDE COMPLIANCE APPROVED • MAY 1 3 7016 City of TuIIa ILDING DIVISION *1200 wh 0.0 1.50 Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R -values a're 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. a 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-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less 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. Glazing Schedule Project Information Plan 2711 Vertical Glazing (Windows and glazed doors) Plan Component Glazing ID Description Ref. U -factor Contact Information .Vinyl Frame` Vinyl Frame 0.30` roll°Frame:'.;`` 0,30 !inyl Frame 0.30. Vinyl,: Frame 0.30; Vinyl Frame 0.3Q, Vinyl Frame Vinyl_; Frame.';;;,. VinylFrame Vinyl Frame 0.30; Vlnyl Frarne 0.30 :'. inyl Frame 0.30. ;'; Vinyl; Frame:' 0:3.0, R402.3.3 Exception (15 sq. ft. max.) Width Height Qt. Feet Inch Feet Inch t0.0 3 5 1 5; 4 1.`: 5 2 6 1 8 4 2 1 5 4 2; 5 4 6:. 1 2. 3 4 4 9: 8 8 1.00: 8 5 6' 1 2 3 2; 6:.. Glazing Area UA 15.0 4.50 20.0 6.00 12.5 3.75 32.0 9.60 10.0 3.00 20.0 6.00 45.0 13.50 6.0 1.80 16.0 4.80 64.0 19.20 44.0 13.20 6.0 1.80 12.0 3.60 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 0.0 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 0.0 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 0.0 0.00 0.0 0.00 Sum of Area and UA Area Weighted U = UA/Area 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 302.5 90.75 0.30 Simple Heating System Size: Washington State This hbattnq'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 Plan 2711 0 Forced nit 0 P p Contact Information Heating System Type: To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instructions > Seattle: Sea -Tac AP Area of Building Conditioned Floor Area instructions Conditioned Floor Area (sq ft) Average Ceiling Height Instructions Average Ceiling Height (ft) Glazing and Doors Instructions Insulation Attic instructions R-49 Single Rafter or Joist Vaulted Ceilings instructions No Vaulted Ceilings in this project. Above Grade Walls (see Figure 1) Instructions Floors Instructions R-21 R-30 Below Grade Walls (see Figure 1) Instructions No Below Grade Walls In this project. Slab Below Grade (see Figure 1) Instructions No Slab Below Grade In this project. Slab on Grade (see Figure 1) Instructions No Slab Slab on Grade In this project. Location of Ducts Instructions .. Conditioned Space Design Temperature Difference (OT) AT = Indoor (70 degrees) - Outdoor Design Temp 2,711 8.5 U -Factor 0.30 Conditioned Volume 23,044 X Area 347 UA 104.10 U -Factor X Area = UA 0.026 35.36 U -Factor U -Factor 1,360 Area UA Area UA 0.056 2,400 134.40 U -Factor 0.029 U -Factor Area UA 35.96 1,240 Area UA F -Factor Len UA F -Factor Length UA Duct Leakage Coefficient 1.00 Sum of UA 309.82 46 Envelope Heat Load 14,252 Btu / Hour Sum ofUAXPT Air Leakage Heat Load 11,448 Btu / Hour VolumeX 0.6XPTX.018 Building Design Heat Load 25,700 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 25,700 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 32,125 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) GEOTECH CONSULTANTS, INC. Sapphire Homes 16834 Southeast 43rd Street Bellevue, Washington 98027 Attention: Troy Schmeil Subject: Geotechnical Engineering R Proposed Sapphire Short Plat 13418 Military Road South Tukwila, Washington Dear Mr. Schmeil: 13256 Northeast 20th Street, Suite 16 L rill/ Bellevue, Washington 98005 (425) 747-5618 GEOTECRNW.COM REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 3 2016 City of TukWilBvia e BUILDING DIVISION November 24, 2015 JN 14482 ail callidusland@comcast.net RECEIVED CITY OF TUKWILA MAY 032016 PERMIT CENTER On two separate occasions geotechnical engineers from our firm have visited the subject property to observe the existing conditions and to monitor subsurface explorations in the area of the proposed development. Based on the provided plans, we expect that the property will be subdivided into four residential lots. The existing house (#13418) located in the center of the site, as well as the detached garage and shed on the north portion of the property will be removed. A new access drive will enter the property from South 135 Street to serve all four of the new homes. Storm drainage will be discharged to the existing system in South 135" Street, requiring a street crossing and storm drain extension. The property slopes gently down toward the east from the edge of Military Road South. A gravel driveway enters the northwest corner of the site and angles across the north side of the centrally - located house, before continuing straight south to South 135t" Street. As mentioned above, there is a detached garage and a shed located on the north portion of the site. Most of the remainder of the property is covered with grass or landscaping, with some trees scattered around the site. There are no steep slope areas on, or around, the subject property. The lots to the north and east contain previously -constructed single-family homes. In order to explore the subsurface conditions on the site, two test pits were excavated and four soil probes were conducted at the approximate locations shown on the attached Site Exploration Plan. Logs of these explorations are also attached. Based on the explorations, the native subsurface profiled consist of a layer of topsoil overlying loose, weathered, gravelly, silty sand. At a depth of approximately 3 feet below the original ground surface, we encountered dense, gravelly, silty sand that has been glacially compressed. This competent soil is locally referred to as glacial till. The glacial till is very compact, and is difficult to excavate. Although not encountered in our test pits, boulders of varying sizes are often found scattered through glacial till soils. In Test Pit 1, we found 2 feet of fill overlying the original topsoil. It is relatively common on previously -developed sites to find areas of fill where grading occurred for driveway, structures, utilities, landscaping, etc. No groundwater seepage was observed in the test pits. However, we noted wet conditions in the upper portion of Test Pit 2. It is common to find at least isolated zones of subsurface water perched on top of the relatively impervious glacial till following extended wet weather. CORRE TION LTR#__�____ GEOTECH CONSULTANTS, INC. b1(o OOB1 Sapphire Homes November 24, 2015 CONCLUSIONS AND RECOMMENDATIONS GENERAL JN 14482 Page 2 Based on our observations the new houses can be supported on conventional foundations that bear on the dense glacial till soils. Footings should not be placed on the existing fill soil, topsoil, or loose weathered soils. All soils loosened by the excavation process will have to be scraped out before pouring concrete. In wet conditions the dense bearing soils will tend to get disturbed and muddy by foot traffic during the placement of foundation forms and rebar. As a result, it is prudent to protect the bearing surfaces with several inches of clean crushed rock. Alternatively, any muddy or softened soils will have to be shoveled out of the forms by hand before pouring concrete. If the bearing soils lie below the planned footing subgrade elevation: 1. The foundations could be extended downward to the bearing soils; or, 2. The overexcavation below the planned footing elevation could be backfilled with clean crushed rock (quarry spalls or railroad ballast rock). Well constructed drainage and waterproofing will be important, as perched subsurface water should be expected. A typical footing drain detail is attached to the end of this report. In addition to this drainage element, it would be prudent to install a minimum 6 -inch -thick layer of drain rock or pea gravel below the vapor retarder/barrier with a perforated pipe buried in the gravel. This underdrainage is intended to collect any perched subsurface water that may want to "pop up" under the structure. There are no steep slopes on or around the site to present a hazard to the planned development. The erosion control measures needed during the site development will depend heavily on the weather conditions that are encountered. Existing ground cover and landscaping should be maintained wherever possible. A rock -covered access should be provided for trucks and equipment moving between the street and the excavation. Tracking of soil and mud onto the surrounding streets must be avoided. A wire -backed silt fence should be erected immediately downslope of the work area. Areas of bare should be covered with plastic, gravel, straw, mulch or another suitable material during wet weather. As with any project, erosion control measures must be maintained, and be upgraded as necessary, throughout the earthwork and construction process. SEISMIC CONSIDERATIONS In accordance with the International Building Code (IBC), the site class within 100 feet of the ground surface is best represented by Site Class Type C (very dense soils). The soils that underlie the site and will support the new foundations are not susceptible to seismic liquefaction, even under the Maximum Considered Earthquake (MCE), due to their dense condition. The MCE has a theoretical return period of once in 2,475 years (2 percent probability of occurring in a 50 -year period). CONVENTIONAL FOUNDATIONS We recommend that continuous and individual spread footings have minimum widths of 12 and 16 inches, respectively. Exterior footings should also be bottomed 'Et least 18 inches below the lowest GEOTECH CONSULTANTS, INC. Sapphire Homes November 24, 2015 JN 14482 Page 3 adjacent finish ground surface for protection against frost and erosion. The local building codes should be reviewed to determine if different footing widths or embedment depths are required. Footing subgrades must be cleaned of loose or disturbed soil prior to pouring concrete. Depending upon site and equipment constraints, this may require removing the disturbed soil by hand. An allowable bearing pressure of 2,500 pounds per square foot (psf) is appropriate for footings supported on competent native soil, or on rock fill placed over the bearing soils. A one-third increase in this design bearing pressure may be used when considering short-term wind or seismic loads. For the above design criteria, it is anticipated that the total post -construction settlement of footings founded on competent native soil will be less than one inch, with differential settlements on the order of one-half inch in a distance of 50 feet along a continuous footing with a uniform load. Lateral loads due to wind or seismic forces may be resisted by friction between the foundation and the bearing soil, or by passive earth pressure acting on the vertical, embedded portions of the foundation. For the latter condition, the foundation must be either poured directly against relatively level, undisturbed soil or be surrounded by level, well -compacted fill. We recommend using the following ultimate values for the foundation's resistance to lateral loading: PARAMETER Coefficient of Friction Passive Earth Pressure ULTIMATE VALUE 0.45 350 pcf Where: (i) pcf is pounds per cubic foot, and (ii) passive earth pressure is computed using the equivalent fluid density. If the ground in front of a foundation is loose or sloping, the passive earth pressure given above will not be appropriate. The above values do not include a safety factor. PERMANENT FOUNDATION AND. RETAINING WALLS No tall retaining walls are anticipated for the site development. Any walls backfilled on only one side, and with imported granular fill, should be designed to resist the lateral earth pressures imposed by the soil they retain. The following recommended parameters are for walls that restrain level backfill: PARAMETER VALUE Active Earth Pressure * 35 pcf Passive Earth Pressure 350 pcf Coefficient of Friction 0.45 Soil Unit Weight 135 pcf Where: pcf is Pounds per Cubic Foot, and Active and Passive Earth Pressures are computed using the Equivalent Fluid Pressures. * For a restrained wall that cannot deflect at least 0.002 times its height, a uniform lateral pressure equal to 10 psf times the height of the wall should be added to the above active equivalent fluid pressure. GEOTECH CONSULTANTS, INC. Sapphire Homes November 24, 2015 JN 14482 Page 4 The values given above are to be used to design only permanent foundation and retaining walls that are to be backfilled, such as conventional walls constructed of reinforced concrete or masonry. It is not appropriate to use the above earth pressures and soil unit weight to back -calculate soil strength parameters for design of other types of retaining walls, such as soldier pile, reinforced earth, modular or soil nail walls. We can assist with design of these types of walls, if desired. The passive pressure given is appropriate only for a shear key poured directly against undisturbed native soil, or for the depth of level, well -compacted fill placed in front of a retaining or foundation wall. The values for friction and passive resistance are ultimate values and do not include a safety factor. Restrained wall soil parameters should be utilized for a distance of 1.5 times the wall height from corners or bends in the walls. This is intended to reduce the amount of cracking that can occur where a wall is restrained by a corner. The design values given above do not include the effects of any hydrostatic pressures behind the walls and assume that no surcharges, such as those caused by slopes, vehicles, or adjacent foundations will be exerted on the walls. If these conditions exist, those pressures should be added to the above lateral soil pressures. Heavy construction equipment should not be operated behind retaining and foundation walls within a distance equal to the height of a wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. Wall Pressures Due to Seismic Forces The surcharge wall loads that could be imposed by the design earthquake can be modeled by adding a uniform lateral pressure to the above -recommended active pressure. The recommended surcharge pressure is 7H pounds per square foot (psf), where H is the design retention height of the wall. Retaining Wall Backfill and Waterproofing Backfill placed behind retaining or foundation walls should be coarse, free -draining structural fill containing no organics. This backfill should contain no more than 5 percent silt or clay particles and have no gravel greater than 4 inches in diameter. The percentage of particles passing the No. 4 sieve should be between 25 and 70 percent. If the on-site soil is compacted as backfill, a minimum 12 -inch width of free -draining gravel should be placed against the wall for rapid downward movement of water to a footing drain. A detail for a typical footing drain is attached. For increased protection, drainage composites should be placed along cut slope faces, and the walls should be backfilled entirely with free -draining soil. The top 12 to 18 inches of the backfill should consist of a compacted, relatively impermeable soil or topsoil, or the surface should be paved. The ground surface must also slope away from backfilled walls to reduce the potential for surface water to percolate into the backfill. It is critical that the wall backfill be placed in lifts and be properly compacted, in order for the above -recommended design earth pressures to be appropriate. 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. GEOTECH CONSULTANTS, INC. Sapphire Homes November 24, 2015 JN 14482 Page 5 The above recommendations are not intended to waterproof below -grade walls, or to prevent the formation of mold, mildew or fungi in interior spaces. Over time, the performance of subsurface drainage systems can degrade, subsurface groundwater flow patterns can change, and utilities can break or develop leaks. Therefore, waterproofing should be provided where future seepage through the walls is not acceptable. This typically includes limiting cold -joints and wall penetrations, and using bentonite panels or membranes on the outside of the walls. There are a variety of different waterproofing materials and systems, which should be installed by an experienced contractor familiar with the anticipated construction and subsurface conditions. Applying a thin coat of asphalt emulsion to the outside face of a wall is not considered waterproofing, and will only help to reduce moisture generated from water vapor or capillary action from seeping through the concrete. As with any project, adequate ventilation of basement and crawl space areas is important to prevent a build p of water vapor that is commonly transmitted through concrete walls from the surrounding soil, even when seepage is not present. This is appropriate even when waterproofing is applied to the outside of foundation and retaining walls. We recommend that you contact an experienced envelope consultant if detailed recommendations or specifications related to waterproofing design, or minimizing the potential for infestations of mold and mildew are desired. LIMITATIONS The conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our field work. This report has been prepared for the exclusive use of Sapphire Homes and its representatives, for specific application to this project and site. Our conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the scope of our services and within budget and time constraints. No warranty is expressed or implied. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, techniques, sequences, or procedures, except as specifically described in our report for consideration in design. Please contact us if you have any questions regarding this report, or if we may be of further service. Respectfully submitted, Attachments: • Vicinity Map • Site Exploration Plan • Test Logs • Typical Footing Drain GEOTECH CONSULTANTS, INC. Marc R. McGinnis, P.E. Principal GEOTECH CONSULTANTS, INC. NORTH S`ealyac '' ,1 Pagt.$iinset iafr ia$-- North Se Ea Park Sunset; Pleyfeld;;e .S -1 - (Source: Microsoft MapPoint, 2013) VICINITY MAP Sapphire Short Plat 13418 Military Road South Tukwila, Washington Job No: 14482 I Date: Nov. 2015 I Plate: 1 tnn S00°1527'E 199.93 goo^u'2 (7 00 w S S �O 0 w 0 MSL M a i, ,(poz 0 SB9°56Y16•E 212.91' w 0 cQ� w KN 0 AMI Legend: 0 Test Pit Location e Soil Probe Location East s_ k, MILITARY ROAD a P SITE EXPLORATION PLAN Sapphire Short Plat 13418 Military Road South Tukwila, Washington Job No: Date: I Plate: 14482 Nov. 2015 No Scale 2 TEST PIT AND PROBE LOGS Sapphire Short Plat 13418 Military Road South Tukwila, Washington TEST PIT 1 Deepth (feet) 4ois .De$cripoon 0 — 2.0 Brown, silty, gravelly SAND, fine-grained, very moist, loose (FILL) 2.0 — 5.0 12 inches of old topsoil over brown, silty, gravelly SAND, fine-grained, very moist, loose 5.0 — 10.0 Gray, silty, gravelly SAND, fine-grained, moist, dense (Glacial Till) est Pit was terminated at a depth of 10.0 feet on December 2, 2014. No groundwater seepage was observed in the test pit. TEST PIT 2 Depth (feet) Soil Description 0 — 0.5 Topsoil 0.5 — 3.0 Brown, mottled, very silty SAND with roots, very moist, loose -wet at 2.0 feet 3.0 — 3.5 Grayish -brown, gravelly, silty SAND, fine-grained, very moist, dense (Glacial Till) est Pit was terminated at a depth of 3.5 feet on November 19, 2015. No groundwater seepage was observed in the test pit. SOIL PROBE 1 Dense Glacial Till at 3.0 feet SOIL PROBE 2 Dense Glacial Till at 3.0 feet SOIL PROBE 3 Dense Glacial Till at 2.5 feet SOIL PROBE 4 Dense Glacial Till at 4.0 feet GEOTECH CONSULTANTS, INC. Slope backfill away from foundation. Provide surface drains where necessary. Backfill (See text for requirements) Washed Rock (7/8" min. size) 4" min.;4; Tightline Roof Drain (Do not connect to footing drain) 0 Nonwoven Geotextile Filter Fabric -•°°J o0°. 000 000. 0 •00p'000.00o p00.0 0? 0'0 .000'0::?g,6'0.0o0.0000o.�G.10oo oe a0.0 c °,� °..6.0,� . . .0, °Jb .J •°^•a. a` O O • „u III Illlbllll7--- 1111111111 4" Perforated Hard PVC Pipe (Invert at least 6 inches below slab or crawl space. Slope to drain to appropriate outfall. Place holes downward.) Vapor Retarder/Barrier and Capillary Break/Drainage Layer (Refer to Report text) NOTES: (1) In crawl spaces, provide an outlet drain to prevent buildup of water that bypasses the perimeter footing drains. (2) Refer to report text for additional drainage, waterproofing, and slab considerations. FOOTING DRAIN DETAIL Sapphire Short Plat 13418 Military Road South Tukwila, Washington Job No: 14482 Date: Nov. 2015 I Plate: 3 NASH & ASSOCIATA_., ARCHITECTS City of 72-)tc 'i4: Building Department Sapphire Homes Lot 4 - 2914 S 135th Street D16-0081 1. The plans have been wet stamped and signed by the architect of record 1. See detail on the site plan 2. See note on the site plan 3. Client to provide 4. See note on A4 and A6 5. See note on a4 6. These sheets have been stamped and signed Mike Johnson Nash and Associates Architects (425) 242-7490 mjhnsnwy@hotmail.com CORRECTION LTR# r////6 blOO8l GARY NASH MARIE ANDERSON MICHAEL JOHNSON RECEIVED CITY OF TUKWILA MAY 0 3 2016 PERMIT CENTER 11644 NE 801H STREET • KIRKLAND, WA • 98033 • 425-828-4117 WWW.NASH-ARCHITECTS.COM April 28, 2016 City of Tukwila Department of Community Development TROY SCHMEIL 16834 SE 43RD ST BELLEVUE, WA 98006 RE: Correction Letter # l COMBOSFR Permit Application Number D16-0081 SAPPHIRE HOMES INC - LOT 4 - 2914 S 135TH ST Dear TROY SCHMEIL, 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. On the site plan, provide a plan detail that shows a footing drain or a crawl space water -discharge system. The detail shall specify dimensions for a discharge trench or where the discharge pipe shall terminate to an approved discharge facility. Roof drains and footing drains shall tight line separately to a discharge system or facility. On footing drain detail, show gravel shall extend at least 1 foot beyond the outside edge of the footing and 6 inches 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. (IRC R401.3, R405.1, R408.6) 2. 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. If the space on the side of the building does not allow sufficient ladder access of 12 -feet, 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 relocated or designed where bedrooms are located on the side of the building to provide for adequate ground ladder access. (TMC 16.16.070) 3. Please provide a Geotechnical soils analysis report of the site by a registered geotechnical engineer. Evaluation shall include load-bearing values of site soils for footings and provide recommendations for a footing drainage system including separate recommendations for down spout drainage system. Engineering calculations for footing soils load bearing specifications shall be consistent with the geo-tech report. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 4. On the site plan provide wmensions to the building from all four property noes. 5. Where the fireplace bump out is shown, it shall not extend into the five foot setback unless that wall is constructed as a one hour fire separation wall. Details shall be required for the one hour wall. 6. 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) 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)433-7165. Sincerely, e Rachelle Riple Permit Technician File No. D16-0081 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0081 DATE: 05/03/16 PROJECT NAME: SAPPHIRE HOMES - LOT 4 SITE ADDRESS: 2912 S 135 ST Original Plan Submittal X Response to Correction Letter # 1 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: ASL A3 lip Building Division W Public Works ❑ Fire Prevention Structural n Planning Division nPermit Coordinator IIII PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 05/05/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n Denied (ie: Zoning Issues) Approved with Conditions (corrections entered in Reviews) DUE DATE: 06/02/16 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0081 DATE: 04/01/16 PROJECT NAME: SAPPHIRE HOMES - LOT 4 SITE ADDRESS: 2914 S 135TH ST X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Deferred Submittal #_ after Permit Issued DEPARTMENTS: Building Division CI ublic Works LJ1 M\AWC Fire Prevention Structural 11 --)-3-tf VL- M 4-15-1, ILi Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 04/05/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/03/16 Approved Approved with Conditions ❑ Corrections Required (corrections entered in. Reviews) Notation: Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 Date: 53//6 ❑ Response to Incomplete Letter # City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: 1)(h – I El Response to Correction Letter # Revision # 4 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: - 00 i L?liOl1>rc S Project Address: r2c'1 H H S I 54 k (44-(5 l&L # Contact Person: y Av . 6.7rcrso1., Summary of Revision: SzL A-1--1AG �>A Phone Number: 26,6 314 867 . RECEIVED CITY OF TUKWILA MAY 0 3 2016 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date o revision Received at the City of Tukwila Permit Center by: 1E— Entered in TRAKiT on W.\Permit Center \Templates\Forms\Revision Submittal Form.doc Revised: August 2015 3460 5748th Suite 100 ---- 7 --- .---- Seattk WA 98168 Phone: (206)2424236 SEWER DISTRICT Roc (2002424527 • • CERTIFICATE OF SEWER AVAILABILITY / NON 4VAILABILITY • d n Residefftlak $ 50.00 Commercial:4700.00 rs/ 61 Is- ietertificate of Sewer Availability OR 0 Certificate of Sewer Non -Availability Part A: ( To Be compietO By Applican; ) Purpose • of Certificate: 0 Building Permit ' 0 Preliminary Plat or PUD %Short Division • Rezone 0 Other Proposed Use: a Commercial ;IC Residential Single Family a Residential Multi -Family 0 Other Applicant's Name , k. 1469.4z.s Phone Number iat„...190. 2,29g Property Address is -u 41 Tax Lot Numb0,7.3YAlse:sd/16 ' Legal Description (Attach Map and legal Description if Necessary); Leif I, Mock I, teive.ribft acte ff....ds, ace.adet 4 14+recod vol,„4„.... U 44., pkii . 010,5 ,i, /Oa in. 4* , (.6,y . - , Part B: i To be Completed by Sewer Agency I 1.freS. A Sewer Service will be provided by side sewer connection only to an existing 6 size sewer 0 feetfrom the site and -the sewer systern has the capacity to serve the: proposed use. b. Sewer service will require an improvement to the sewer system of: ' OR • • (1) feet of sewer trunk or lateral to reach the site; and/or . IN (2) The construction of a collection system on the site and/or O (3) Other (describe) 2. Must be completed if 1. b above is checked a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR C b. The sewer system improvement will require a sewer comprehensive amendment. 3. ,..,,„..a. The proposed project is within the corporate limits of the District or has been granted Boundary T Review Board approval for extension of service outside the District. •RECEP, OR CI a. Annexation or BRB approval will be necessary to provide service. , CITY OF IL 4. Service a 9 is subject to the following; r nt $ pia ii, •Peri Connection Charges due to District prior connection: GFC: $ g 5'0, 00 SFC: $ Unit $ Total $ PRIVII14E b. c. i hereby from the BY (Subject to Change on,January 1st) Either a King County/METRO Capacity Charge,SWSSD or Midway Sewer District Connection Charge may be due upon connection to sewers. Easements: • Required g<ay i4e ReciWre0 Other certify that the above sewer agency information is true. This certification shall be valid for one year date of signature. 'title Aft . l'A..., -ro.prit etis Date 1-14,...,trs DI 0- CM)! ED KWILA 2O1 NTER ATTACHMENT TO VALLEY VIEW SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY The following terms and conditions apply to the attached Valley View Sewer District ("District") Cer if`icate of Sewer Availability/Aloe-AVailabi1iity�CCert�ficate") 1.. This certificate invalid onlyfor the real property referenced herein ("Property") which is in the District's service area, for the sole purpose of submission to the ling County Department of Development. and Environmental Services, King County Department of Public Health, City of Seattle,.Gty of Tukwila, City of Burien and/or City of SeaTac This certificate is between the District and the applicant Only and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns and does not constitute and may not be relied upon as the District's guarantee that sewer service will beavailabie at the time the applicant may apply to the District for such service... 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is.availableto the Property through sewer systems that exst or that may bis extended by the applicant. The District makes no other representations, express or implied, including withOut limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations frorp,Igng.County; City of Seattle, Ctti'�ftukwiia, City of Burien, City of Seatac'or any other gi7vernrnental agencjrbefore the applicant can utilize the sewer service which is the subject of this Certificate... !i. .. If the Distr,.ict or the applicantmust a tr'ri the,Clistrice`s.Sewer•systernIa.prosride sewer service to the Property, the'District br applicant<may be rect,,uired to obtain from,,the appropriate governmental agency the necessary permits, approvals'and thorizat dns.'In addition, the governm ''ental agency may establish requirements that must be satisfied as a condition of granting any such, permits, approvals: or authorizations,. which may make impractical or impossible the provision of sewer services to the Property. S. Application for and possible provision ofsewer service to the Properly shall be subject to and" conditioned upon availability of sewer service to. the Property.,at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. ! acknowledge.that i have received the Certificate of Sewer Availability/Non -Availability and this attachment, and fully understand the terms and conditions herein. Applicant's signature bate RtCEIVED CITY OF TUKWILA /_'l4i 22 9 MS PERMIT CENTER General Facility Charge and System Fadtity Charge to increase in 2015 After 17 years with im change in either the General Facility Charge (GFC) or the System Facility Charg4e (SFC) Valley View will be increasing both the GFC and SFC in 2015. The GFC which has been set at $850.00 since 1997 wili'go Up to $4,033.00. The SFC which has been set at $1900.00 since 1997 will go up to'$$100.00. The SEC, however, will be limited in use. Most new connections to sewers will only be required to pay a GFC. This is intended to giveyou notice of this planned increase in connection charges: Please take this information inta.consideration when budgeting for future projects. which Will require connection to sewers. These new charges will take effect on Aprfi• 1°C, 2015. City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431-3670 Web site: httpi/www'lhkwilaWA.gov CERIWCATE OF:: WATER AVAILABILITY PERMIT NO.: Part A: Tole corn ►te firytiipplicane;'..:` Site address (attach map and legal description showing hydrant location andsize of main): rg I /1/it I t ri 'R S 7.3 U -011(o Owner Information Name: i+tS Flo" -e_. . ,Name: Address: 1 6tt-" ?Li S E Li 3r�t 5'i. %wi('. Address: Phone: 1 25- N9.. 070_,,i.Phone: 7.06, ails_ tpf-i ✓ This certificate is for the purposes of O Residential Building Permit ❑ Commemiailndustrial Building Permit ❑ Preliminary Plat ❑i Rezone Estimated number of service comioctions and water metersize(s): LI Ir Vehicular distance from nearest hydrant to the closest point of structure is Arca is served by (W ity District): 12 '5 ❑ Short Subdivision O Other Agent Signature nate Part B: Tobe•completedsby'':water'.atililty Maria` - 1. The proposed project is within 2. lr°o improvements required. T u(Cu,i, 4 / K;AJg (City/county) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan onto meet the minimum flow requirements oftile project before connection -and to meet the State cross connection control requirements: (Use separate sheet ifmore room ism _ 4. Based upon the improvements listed above. water can be provided and will be available at the site with a flow of 3 nt L. C E f Vl7 p. residual fora duration of 2 hours ata velocity of 1 O fps as documented by the attached calculations. T U K W I L A S. Water availability: Acceptable service can be provided to this project O Acceptable service cannot be provided to this project unless the improvements in Item B-2 are met. ❑ System is not capable of providing service to this project. MAR 2 9 2016 PERMIT CENTER I hereby certify that the above information is Imo and correct iN y(brt Lyre{ :+)/ermO 0; Ste GT*.<!5 Agcrt 2 01. 2-42.-95'4/7 • By tri 444 Pa.4,a#,-,.44s• 3 —`x-16 Date This certificate is not valid without Water District 125's attachment entitled "Attachment to Certificate of Water Availability" Long or Install. DIW1 HiAppkatioWegraKippliotiontOa t. 11-05 Want AvW.bitirydoc • Robot rdg2011 Exp; ac's Attachment to Certificate of Water Availability King County Water District No. 125 fhe following terms and conditions apply to the attached Certificate of Availability `'Certificate") 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the. City of Tukwila ("City"). This Certificate is issued at the request of the City and is not assignable or transferable to any ether party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, expressed or implied, the applicant will be able to obtain the necessary permits, approvals and authorization from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificatehtay not be relied upon and does not constitute the District's guarantee that waterutility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the Subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real RECEIVED property at the time of such application, as well as of application for (-Fry O F T U K W I L A utility service, including conservation, water restrictions, and other policies and regulation -n in effect. ,u/HA Applicant's Signature District Representative M4 Date )0...,7..pj-'IERMIT CENTER Date 3 - 9 -- i5 DI ce-ooPl SAPPHIRE HOMES INC Home Espaiiol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & industries Page 1 of 2 Search L&I A -Z Index Help My LKI Workplace Rights Trades & Licensing SAPPHIRE HOMES INC Owner or tradesperson Principals SCHMEIL, ANGELA MARIE, PRESIDENT SCHMEIL, TROY JOHN, SECRETARY Doing business as SAPPHIRE HOMES INC WA UBI No. 603 268 674 16834 SE 43RD ST BELLEVUE, WA 98006 425-818-8829 KING County Business type Corporation Governing persons ANGELA SCHMEIL TROY SCHMEIL; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. SAPPHHI867RH Effective — expiration 12/08/2014-12/08/2016 Bond Active. Meets current requirements. Wesco Insurance Co $12,000.00 Bond account no. 46WB057329 Received by L&I Effective date 12/08/2014 12/04/2014 Expiration date Until Canceled Insurance Western Pacific Mutual Ins Co $2,000,000.00 Policy no. WPGL4600056615 Received by L&I Effective date 10/06/2015 10/01/2015 Expiration date 10/01/2016 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603268674&LIC=SAPPHHI867RH&SAW= 5/17/2016 E 0 z J SAPPHIRE ® Military Road South \CADD\Drawings\R15250—PS-PG1.dwg L: \Working\R15250 E 0. r 0 0 0) N T 0 i 589'5600'E 45.00' 1...• .r,r.,zra,, -r C Y Existing t carport 589"56'06'E 212.91' 3 ' SEWER EASEMENT KC REC. #5813736 RIGHT OF WAY S. 135TH STREET wood grO (en drif-e �voy: 588 4239"W -.�38.41 /n LVT73 -(7,874 sp. FT) I S65&.- ..I • 20.0' w z J 0 re 6" 589 5606'E 15572' l 1, VARIES EXISTING PAVEMENT 15.0' FLOW LINE V:RTICAL SAWCUT WrigarjA CROWN 4" CLASS A ASPHALT CONCRETE 4" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE EXISTING GROUND SEE NQTE 6 r-17 Fn `. 1.0''1FAC ENED PARCEL B. S. 135TH STREET SECTION SCALE: NONE GTE7 STA 10+28 INSTALL AND 01 SEE DETAI 8.5' RT #1 -TYPE 1 WITH VANED GRATE TER SEPARATOR. S 2, 3 & 4 ON SHEET DT1 (0 to SEE NOTE16 LL MAST, X. POWER RM WITH LUMINAIRE OLE 141.32• 81 LF 12"DIP @6.1% lI89"55'03"W a&"l1ocus!5 -0t-55p‘ � -���.5: P .'s t P "v vs I' - �i1 • SS \ concrete/post w OF,W \ W / y -(5x5 sy 3,7n,gh) / 501+00 Sk,H r : S. 135TH STREET `- r'm - - cS.-)Ss-- G \- driv�,voy P P CAU+ION:'CROgSING 2" M#E GAS LI& SS --_{l / _ SS SS -T- SS ;a, W IN • . did /J G\ G\. G GI G GRAVEL. 45 LF 12"DIP @1.0%" SAWCUT & PATCHING PER DETAIL ON SHEET UT1 STA 501+65.68, 18.0' RT INSTALL CB #2 -TYPE 1 WITH VANED GRATE SEE DETAILS 3 & 4 ON SHEET DT1. SEE NOTE 4. o • Qr. P r..n M350.1' N 503+00 inv(121'10?. 5S' SS --I-- SS .. SS 00 SS SS CONSTRUCTION NOTES: ® PROTECT EXISTING MAILBOX. ® PROTECT EXISTING COMMUNICATION POLE. ® SAWCUT AND CONSTRUCT PAVEMENT SECTION PER DETAIL THIS SHEET. ® INSTALL MAILBOX PER DETAIL ON SHEET DT1. ® CONSTRUCT 20' WIDE PRIVATE ACCESS ROAD PER SECTION THIS SHEET AND PROFILE ON SHEET DTI. ® INSTALL "NO PARKING FIRE LANE" SIGN PER TUKWILA FIRE DEPARTMENT STANDARDS. ® INSTALL 10 LF 6" ADS N12 STORM DRAIN STUB © 1.00%. ® INSTALL 108 LF 6" ADS N12 STORM DRAIN TIGHTLINE @ 1.00%. ® INSTALL 7 LF 6" ADS N12 STORM DRAIN STUB @ 1.00%. INSTALL 5 LF 6" ADS N12 STORM DRAIN STUB © 1.00%. 1.0' THICKENED EDGE 132 LF 12"DIP @5.9% STA 503+00, 17.5' RT INSTALL CB #3 -TYPE 1 WITH VANED GRATE SEE DETAILS 3 & 4 ON SHEET DT1 SEE NOTE 4. N SD -�rl SD co rim = 349.9' - 41,412"04)=347.2' ;nv=(12 (E)=346.9' 390 380 370 360 350 340 330 n r p cc O 00 45-LF-12"-OIP 1' X: GROUND @ RIGHT -OF WAY CENTERLINE EX,:.27.MP.E:.GAS.L1N.E (REPTH:TQ E VARIFIEI) 132.LF.12".:DIP 81' LF 12* DIP' EX; GROUND ROW CENTERLINE EX: 8'1+ EWER MAIN 6.1% 320 O CD (O .. .. .. .. C'�) CCD CO - CO O M rn O (•) LO O (O C'7 r` 0) 0 Cr) N 00 U) C') O CD U) C7 O U) C') r N C`') CO oi 501+00 501+20 501+40. 501+60 501+80 502+00 502+20 390 380 370 360 350 340 330 320 502+40 502+60 502+80 503+00 503+20 503+40 503+60 503+80 504+00 HORIZONTAL GRAPHIC SCALE VER11CAL GRAPHIC SCALE Ell OM 1■11 MI NI 1 inch = 20 ft. MI MI 1111111111111111111111.11 IN Ms MI CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 REFERENCE SHEET NO. SHEET OF 5 SHEETS CL CL co o z 0 cc< 1-0 Cub' „co r, GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 2. SEE SHEET DT1 FOR PRIVATE ROAD PROFILE AND DRAINAGE DETAIL. 3. SEE SHEET UT1 FOR UTILITY PLAN. 4. STAMP ASPHALT "NO DUMPING DRAINS TO STREAM". 5. TO BE CONNECTED TO A PERFORATED TIGHTLINE STUB OUT @ BUILDING PERMIT PHASE. SEE DETAIL 1 ON SHEET DT1. 6. INSTALL SAND/COMPOST MIXTURE (12"D X 5W X 15'L) 7. INSTALL SAND/COMPOST MIXTURE (12"D X 5W X 20'L) 8. INSTALL SAND/COMPOST MIXTURE (12"D X 5W X 25'L) Lu 10.0' 20.0' PVT. ACCESS ROAD APPROVED JUL 02 2015 City of Tukwila PUBLIC Works 10.0' 1.0' P EXISTING GROUND 2% FLOW LINE 2" CLASS B ASPHALT CONCRETE 6" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE SUBGRADE SHALL BE COMPACTED TO 95% MAX. DENSITY PVT. ACCESS ROAD SECTION SCALE: NONE rsi in czz a. DESIGNED BY: cLX -21 czz REVISION DESCRIPTION. I CHECKED BY: PROJ. MNGR: R Eu NC E IVF 2 20 15 RKS >- 03 389'56V69 - t 45.00' EX.SHED - TO BE DEMOLISHED 589°56'06'E 212.91' 91' wood fenc. X x - x x - - 588°4239W / -L- ________ _ / 38.41' / 1 d i or _° �d 'eWQY`' LOT/ a____ INSTALL 20 LF 6" SIDE SEIVVER STUt3'@.Zi0% MIN. 0_ BIW'-----, DM,0' \ J II INS • Lit 2 SERVICE 1 Y" FORoLOT 2 (713418 UTILITY TRENCH t' C0 MMUNICATIONS) �SCL TO DESIGN EL CMICAC Com, ONDUI S / o -- 589.56'06T 14852' 589.56116'E 155.72' LOT 2 (7,598 ?Q. FT) (POWER AN PARCEL A 5' UTILITY o i EX. HOUSE EASEMENT i TO BE DEMOLISHED I INSTALL 20 LF 6" SIDE LOT 1 (SEWER STUB d@ 2.0% MIN. (7,249 SQ. FT) M I NEW WATER METER (g) (BY WATER DISTRICT #1215) I� I 20' INGRESS, EGRESS. & UTILITY EASEMENT INSTALL 2 SERVIeE LINES 1 Y4" FOR LOT 3 : o PARCEL 9 INSTALL 10 LFI6" SIDE ISEWER STUB i@ 2.0% N )EER POI_ INSTALL FRE HYDRANT 8LF6"DI, CL52 & BOLLARS ; G \ - / drivQvay. o F \P / P.. EX. WATER MAIN G G: concrete/post (5(5x5 by 3.7high) w/_1_501+00 . ..� e sI,/ S.135TH STREET l ss ss ss — ss —) � STALLS 27 LF 6S5SIDE w EDP ! TAIL -THIS -SH G SAWCUT &&P NTG -j PER DETAIL THIS SH EX. 8" SEWER MAIN EX. WATER MAIN SEWER STI41 ((il 2,0% "t— W 503+00 w " 1 ' SS — { — SS Ss Is — ss / G W TEE WITH 8' BRANCH WYE W/ 45' ON S' MAIN 6" STUB TEMPORARY WATERTIGH CAP FOR FUTURE CONNECTION NON FABRICATED iocis IG CONC. CURB TO BE PROTECTED TEE %MTH 6" BRANCH NON FAB CAP EXTEND PAST - - PROPERTY UNE NOTE ALL FITTINGS TO BE SHOP FABRICATED BY SPECIFED FITTINGS INC. OR EQUAL DETAIL 13 ELEVATION STUB CONNECTION NOT TO SCALE \o.vP.UeH.\n0'kl4YdW.\csno.dp 9/23/I o. G\ EX. FIRE HYDRANT CUT WITH PNEUMATIC PAVEMENT CUTTER SAW CUT EXISTING ASPHALT PAVEMENT NEW WATER METER (BY WATER DISTRICT #125) ASPHALT CONCRETE CR BITUMINOUS PLANT MIX REPLACEMENT PATCH CONCRETE 150% OF COSTING DEPTH EXISTING CONCRETE PAVEMENT 8" EXISTING RIGID BASE 5/8" MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED TYPICAL PATCH FOR RIGID PAVEMENT BT THE CITY. (TYP.) SAW CUT. ASPHALT CONCRETE OR BITUMINOUS PLANT MIX REPLACEMENT PATCH 50% CF EXISTING DEPTH. SAW CUT EXISTING ASPHALT PAVEMENT EXISTING OIL MAT LA: +etrre i,:Ti1 aliVi trpooltitatoki ViVitkit iittesfVfatlit C 0 EL HORIZONTAL GRAPHIC SCALE. 20 10 0 10 20 IN _ _-a 1 inch = 20 ft. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 .011111111 APPROVED JUL 02 2015 City of Tukwila PUBLIC Works 5/8" MINUS COMPACTED CRUSHED TYPICAL PATCH FOR FLEXIBLE PAVEMENT e E GTrSS. (°TYTMP.rSE OEREE NOTES: - - - DETAIL 10 vP eALLFOR ROAD. WORK TO CONFERM roM P CONSTRUCTION. SPECIFICATIONS 2 A MORMUN PATS YEAR IS REQUIRED CN AU. 3. A CONTROLLED DENSITY FA1. IN PLACE OF CRUSHED ROCK MATERIAL AY BE REdj1EO IN ,ac RECENT PAVEMENT OVERLAY, OR GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 2. SEE SHEET PG1 FOR ROADWAY AND DRAINGE PLAN & SECTION. VAL WE SEWER DISTRICT LA CHING AIL REFERENCE SHEET NO. UT1 SHEET 4 OF 5 SHEETS < 0 (n_o co O -< ce Q W Qct = J CL c F- CTI d' C) r z Q . 0 W CO CO 03 LfT x1 N CO N oto E IZ J CO. w W CD 0T W _ d J Z I 0 CHECKED BY: PROJ. MNGR: REVISION DESCRIPTION REC JUN TU PUBU EWE 12 2015 <WI W C WOR f(5 m UI 0 w•Ilddw wv/m CD 0 FLOVI FLOVI, 0 E 0 0 0 t c x E 0 U) May 27, 2015 390 380 370 360 350 340 330 LI/ 0) CT C') CO C") M � T C'9co 0) C)) M CCD 1"1 CO 0) C+) CD 10+00 11+00 PRIVATE ACCESS PROFILE HORIZONTAL GRAPHIC SCALE 20 10 0 10 .` 20 --_ 1 inch = 20 ft. VERTICAL GRAPHIC SCALE 10 5 0 5 10 1 inch = 10 ft. i 4 BOXES MINIMUM • -10 MAXIMUM VARIATIONS SUB.ECT TO APPROVAL.. 4 FACE OF CURB ELEVATION (FROM STREET) TYPICAL .18' TYPICAL TO BACK OF CURB POST 2-3/8' OD GALVANIZED STEEL NON -SHRINK GROUT (MOUND TO DRAIN) 5' MIN ' 3' DIAMETER GANIZED STEEL SLEEVE A1 ..s,.,., INEWSMOI I 8 12•. CURB 6' 12' SIDE VIEW BACK OF SIDEWALK NOTES: 1. MAILBOX MUST BE TYPE "APPROVED BY THE POSTMASTER GENERAL" WITH A UNIFORM BOX STYLE AND METHOD OF ADDRESS IDENTIFICATION PER EACH STANDARD. 2. LOCATION IS SUBJECT TO APPROVAL BY THE CITY FOR PROTECTION OF VIEWS AND ACCESS AND IS TO BE SHOWN ON THE STREET IMPROVEMENT PLANS. 3. THIS SKETCH DEPICTS A MINIMUM STRUCTURAL AND DIMENSIONAL STANDARD. INNOVATIVE DESIGNS MEETING THESE MINIMUMS MAY BE ACCEPTED. • NOT TO SCALE City o Tukwila MAILBOX INSTALLATION SHEET: RS -08 REVisioN su 08.03 . -. APPROVAL:. B. SHELTON 390 NOTES: 380 1. SELF -LOCK VANED GRATE IANUFACTURER SUBJECT TO APPROVAL BY ENGINEER. 2. USE WITH TWO LOCKING BITS 5/8"-1 1 NC STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) BOLTS, 2" LOIG. 3. MATERIAL IS DUCTILE IRON4STM A536 GRADE 80-55-06. 370 360 350 340 330 12+00 5° DRAFT 23 3/4" O z v z m 1/2" LEVELING PAD (6 MIN) 1/8" X 3/4" X 21 /4" \ \ \•\ \ \ \•\ \ \ \ \ \ \ 1 \ I \ \ VANED GRATE DETAIL SCALE: NONE ?Z INit)111 " tk ° EACH SIDE #3 BAR EACH CORNER / TYPICAL KNOCKOUT W/ ALIk 2" MIN WALL THICKNES #3 BAR EACH WAY CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 1‘100.14 PRECAST BASE SECTION (MEASUREMENT AT THE TOP OF THE BASE) CATCH BASIN TYPE 1 DETAIL SCALE: NONE m WRAP WASHED ROCK ENTIRELY WITH FILTER FABRIC NATIVE FILL `oD (EXISTING GROUND 4" RIGID PERFORATED PVC PIPE LAID LEVEL (TYP) WASHED ROCK 3/4" - 1 1/2" 24" TRENCH X -SECTION NTS r CONNECT TO LOT ROOF DRAIN STUB REFERENCE SHEET Na DT1 - SHEET 5 OF 5 SHEETS F- J 0 co 11 (0 Q00 o < LL.I<J C) CI) J W 0 W Co PLAN VIEW OF ROOF NTS 2' X 10' LEVEL TRENCH WITH PERFORATED PIPE, TO BE INSTALLED AT THE TIME OF BUILDING PERMIT CATCH BASIN OR AREA DRAIN WITH SOLID LID PERFORATED TEGHTLINE STUB OUT SCALE: NONE OIL COLLECTION CATCH BASIN -TYPE 1 VANED GRATE TO CATCH BASIN SEDIMENT COLLECTION OIL/WATER SEPARATOR DETAIL - SCALE: NONE w 0 w CO CO CO Lf) 1-1 0 \ os N Ln NOTES - - 1. CATCH BASINS SHALL BE CONSTRCUTED IN ACCORDANCE WITH ASTM C478 (AASHTO M 199) & C890 UNLESS OTHERWAISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. - - 2. AS AN ACCEPTABLE ALTERNATIVE TO REBARD, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NO BE PLACE IN KNOCKOUTS. 3. ALL REINFORCED CAST -IN-PLACE CONCRETE SHALL BE CLASS 4000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAM. PLUS CATCH BASIN WALL THICKNESS. 6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX. DIAM. OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D' SHAPE. 7. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5'-0". - - - 8. THE TAPER ON THE SIDE OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. 9. CATCH BASIN FRAM AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDE SPECIFICATIONS RR -F -621D. MATING SRUFACES SHALL BE FINSHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSTION. 10. FRANE AND GRATE MAY BE INSTALLED WITH FLANGE DOWN 11. EDGE OF RISER OR BIRCK SHALL BE MORE THAN 2' FROM VER APPROVED JUL 02 2015 City of Tukwila PUBLIC Works 0 J m w w 0 C w a —j m 0 CHECKED BY: d 0 0 REVISION DESCRIPTION CO Ui c 0 R J PL' EC UN BUC EIVED 12 2315 TU KWILA - WORKS NEWLY GRADED OR DISTURBED SLOPE. WIRE MESH FENCE WITH FILTER FABRIC MATERIAL. 2 1 MAXIMUM BURY BOTTOM OF FILTER FABRIC MATERIAL WITH EXCAVATED MATERIAL NO FILL WITHIN 4 FT. OF FENCE. // 121N. OHO 000 :Pc ocb • _..o 2 X 2 WOOD POST, STEEL POST, OR EQUIVALENT. 4FT 24 IN. SIN. TYPICAL CROSS SECTION WIRE MESH FENCE WITH FILTER FABRIC MATERIAL. I-- a FT. --I N 6 IN. 3.5 FT. 24 IN. BURY BOTTOM OF FILTER FABRIC ELEVATION MATERIAL IN 12 IN. X8IN. TROCH. NOTES: 1. FENCE SHALL NOT BE INSTALLED ON SLOPES STEEPER THAN 2 :1. 2. JOINTS IN FILTER FABRIC SHALL BE OVERLAPPED 6 INCHES AT POST. 3. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO WIRE FENCE. 4. REMOVE SEDIMENT WHEN IT REACHES 1/3 FENCE HEIGHT. REINFORCED SILT FENCE LOT /I ROCK SIZE 0I I4°-611 ROCK CONSTRUCTION ENTRANCE DETAIL SOUTH 133RD STREET p 13 VICINITY = ►� NOT TO SCALE V);I 012 5 In w 0 z SOUTH 135TH 0 STREET 10 15 25 50 SIT F'L-rA‘N 34TH AVE S 89°56'06"W SEE GENERAL NOTES SCALE: I" = 10'-O" ALL FUTURE HOMES SHALL HAVE AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED. THAT PORTION OF PARCEL B OF CITY OF TUKWILA LOT LINE ADJUSTMENT L15-0012, RECORDED UNDER KING COUNTY RECORDING NUMBER , RECORDS OF KING COUNTY, WASHINGTON, BEING A PORTION OF LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL B, BEING ON THE NORTH MARGIN OF SOUTH 135TH STREET; THENCE NORTH 00°15'27" WEST 149.90 FEET TO THE NORTH LINE OF SAID PARCEL B; THENCE NORTH 89°56'06" WEST, ALONG THE NORTH LINE OF SAID PARCEL B, 50.00 FEET; THENCE SOUTH 00°15'27" EAST 149.88 FEET, TO THE NORTH MARGIN OF SAID SOUTH 135TH STREET; THENCE SOUTH 89°55'03" EAST, ALONG SAID NORTH MARGIN, 50.00 FEET TO THE POINT OF BEGINNING; (ALSO BEING KNOWN AS A PORTION OF PARCEL A, CITY OF TUKWILA SHORT PLAT NUMBER L11-035, RECORDED UNDER RECORDING NUMBER 20120209900004, IN KING COUNTY, WASHINGTON). SU.VEY \OTES: 1. Field data for this survey was obtained by direct field measurements. Angular and linear relationships were measured with a Topcon GTS225 theodolite and electronic measuring device, supplemented by a steel tape. Traverse methods used in performing this survey meets or exceeds the standards contained in WAC 332-130-090. 2. This survey has been prepared for the exclusive use of parties whose names appear hereon only, and does not extend to any unnamed third parties without express recertification by the land surveyor. BASIS OF BEAT G BASIS OF BEARING ARE THE FOUND MONUMENTS AT THE EAST 1/4 OF SECTION 16, T23N, R4E, W.M. AND THE NORTHEAST CORNER OF SECTION 16, T23N, R4E, W.M. AS SHOWN ALSO ON KING COUNTY RECORD OF SURVEY 20050826900007. EFEE\CES Plat of Riverton Acre Tracts, Vol. 11/100 RECORD OF SURVEY 20050826900007 CITY OF TUKWILA SHORT PLAT L11-035 ROS 31/195, ROS 90/58, ROS 162/119, ROS 106/171, ROS 136/22, ROS 121/26 NATIVE FILL MATERIAL 24" TE=NCH SEGT I ON SLOPE Fl STORM STUB SHORT PLAT V"1RAP NASHED ROCK ENT RELY Vel/ FILTER FABRI G 4" RIGID 'ERF. '1/C FIFE LAID LEVEL S/4"— 1—I/2" k" ASHED ROCK PLAN VI EN OF ROOF CONNECT TO LOT ROOF DRAIN STORM STUB 2' X 10' LEVEL TRENCH 1A1/ PERF. PIPE CATCH BASIN OR AREA DRAIN W/ SOLID LID FE FORATID STUfr3—OUT C O NNE G T I ON These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: f/-7//6 o -P CO 00 1 50.00' 10" BSBL LOT 4 (7,494 ±) ROOF DRAIN TRENCH 2X10 TRENCH LINE OF 12" ROOF O.H. 0 0 < U0 LJ" LINE OF FOUNDATI O� RESIDENCE PLAN 2711 FF MAIN © 362 ARAG E (;)3 61 01 D5 DRIVE AY 1�5 L_ SEPARATE Til Pa111T U'ED FOR: ❑ Mechanical Electrical ❑ Plumbing ❑ Gas Piping City of Tukwila BIM ri!l ry!DIVISION SINCE THE HOME IS ON THE 5' BSBL, THE ONLY TYPE OF FENCE ALLOWED ON THE SIDE PROPERTY LINE, IS A WOOD FENCE THAT THE FIRE DEPARTMENT IS ABLE TO REMOVE IN CASE OF r..E C.UE IS REQUIRED FROM A SECOND FLOOR EGRESS WINDOW A MINIMUM 10' X 4' CLEAR AND FLAT AREA IS REQUIRED BETWEEN HOMES FOR THE RESCUE LADDER S'-6" SAKI. S1NR. 0 0 " BSBL 1'1.M. N89°55'03 50.00' W So. 71L3U7 Sfrec t IMPERVIOUS CALGULAT I ONS FXL COPY t_ t o.121L0151_____ Plan s : ' tti subject to errors and c:; Appro�.�� ' z �� �on�. '.7...-:-1:.-:.-..-,::::.n i_.cu+`I' e ti: the s/1Di rdzi:oda ,;i(diri..il-:tt f' .,t of appro. ..1, L,Id C- py andis t L.;a,,:a11Ls tCat,-;%-,,d, i (5) 0 Date: City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made o the of wont Without prior approval al of scope Tukw la BUildin Division. NOTE: F'avisicn,; will require ` end may include additional t4 p onal lan p.2n submittal r vi;^-rw fess RFS I tDENGF lDRI VEV'1AY 1500 SOFT (I-7.5%) -700 SOFT TOTAL 2000 SOFT (26.0%) RECEIVED CITY OF TUKWILA MAY 03 2016 PERMIT CENTER CORRECTION LTR# bi(o..00 9 ( G 'Y " ATE .;p NASH VAto REG THOMAS OF WASHINGTO protect: 5A PI -t l HOMES G I TY OF TUKY'tI LA SHORT PLAT #L 15 -OO LOT 4- TUtK?4I LA, 1^[A dcit: I0-Odi-I5 permit: revisions: 05-01-15 City review REVIEWED FOR CODE COMPLIANCE APPROVED MAY 13 201E City M of Tukwila (VISION ..r, l—Ii=i= T c -i c F= IT MINIM 11■• ■•i■ •iiia iiiiii I I -IJ 1 1`1 1 P 2 -7 CO N TRACTOR/0 �---} I H U '' I S N ARCH I TGT : N ASH ANS ASSGC I ATLS /i'GH I TLCTS I I S BOTH- STI T <I CLAN11: , ./\A ‹5053 (vi 75) &7&-71 I I XT. I05 RO JLCJT : C� L IL( R SIS G CO LS US : 20I2 Ii�C, 20I2 T/\53LL 0 SH T- C, O y Al A2 Az - AS Ag LI C� CO TL'NTS : AST ANI. /\ 0TH AN ST LL 17 SOUTH ALAN ALAN LOOK -)LAN I OUN17AT I Off. AIN FLOOR FLOOR E30NUS 1�OON7 ROOF F ANzI 5UILD' ISLCTION LATLRAL LAN5 AN I GAL BALL /\C� .\I.ASH I VAT IONS L\/ATI ONS LAN 1� ID TAIL S CSTO SQUA E 1=00TA ES MAIN UFPE 6ONUS TOTAL 1230 6,85 2-711 402 STATI 1--- I- C0171 tILoOO9l CORRECTION LTR# RECEIVED CITY OF TUKWILA MAY 03 2016 PERMIT CENTER E-4 U W ,14 U L dcttc.: permit: re 5-22-14 -I5 ci ` • review tor N Rev eawn bay: MWJ by: C -OVER VI TTA D FOR CODE COMPLIANCE APPROVED 1'INC I .1 /UM City of Tukwila BUILDING DIVISION Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to froceeding with the work, or the Contractor shall acept c ull responsibility for the cost to rectify same. 2X5 TRIM NOTES: 5/4X5 TRI M I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED OR 2 " CEDAR. 2. CAULK AND SEAL ALL WINDOW/DOOR AND EXTERIOR ENVELOPE PENETRATI OHS. 5. GLAZING PER STATE ENERGY CODE. 4. SEPERATE PERMITS ARE REQU I RED FOR FENCES, PLUMBING, MECHANICAL, AND ELEGTRIGAL . 5. PROTECTION FROM DECAY IS REQUIRED FOR ALL WOOD SIDING AND WALL FRAMING LESS THAN 2" ABOVE CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER S. REFER TO ALL ELEVATIONS FOR TYPICAL NOTES. 7. S.G. = SAFETY GLASS FLASHING NOTE PER 2012 IRG 8705 2X5 TRIM MINl',OW TRIM 37ETAIL SEE GENERAL NOTES APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION I N SUCH A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER INTO THE BUILDING STRUCTURAL FRAMING COMPONENTS THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: I. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR. TO THE WATER RES I STI VE BARRIER FOR SUBSEQUENT DRA I NAGE 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS 5. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR. METAL COPING'S AND SILLS 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM 5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME GONSTRUCTI ON 6. AT WALL AND ROOF INTERSECTIONS 7. AT BUILT I N GUTTERS 2012 AS!G NOTES *GLI MATE ZONE 5 AND MARINE 4* FENESTRATION U -FACTOR SKYLIGHT U -FACTOR GLAZED FENESTRATION SHGG CEILING R -VALUE WOOD FRAMED WALL R -VALUE FLOOR R -VALUE BELOW GRADE WALL R -VALUE SLAB R -VALUE AND DEPTH 0.50 0.50 NR R -`{`T (R -Sb VAULTED) R. -2I R-50 10/15 R -2I +TB R -IO, 2 FEET ALL WINDOW HEADERS TO SE INSULATED NI/ R-10 INSULATION. HVAC: TABLE 406.2 ENERGY CREDITS HOUSES BETWEEN 1500 SOFT AND 5000 SOFT REQUIRE 1.5 CREDITS OPTION OPTION 4 ALL HEATING AND COOLING SYSTEM COMPONENTS INSTAI I FD INSIDE THE CONDITIONED SPACE. ALL COMBUSTION EQUIPMENT SHALL BE DIRECT VENT OR SEALED COMBUSTION. CREDIT(5) OPTION BA ELECTRIC WATER HEATER w/ A MIN. OF EF OF .SS 1.0 0.5 INSTALL PROGRAMMABLE THERMOSTAT TO CONTROL HVAC. SYSTEM LIGHTING REQUIREMENTS: SECTION .404 - ELECTRICAL POWER 4 LI6HTIN6 SYSTEMS 404.1 Interior Lighting: A minimum of 75 percent of all luminaries shall be high efficacy luminaires. VENTILATION: MI501.3 INTERMITTENTLY OPERATING VENTILATION SYSTEMS. THE DELIVERED VENTILATION RATE FOR INTERMITTENTLY OPERATING VENTILATION SYSTEMS SHALL BE THE COMBINATION OF ITS DELIVERED CAPACITY FROM TABLE M1501.3.3 (I), AND ITS VENTILATION ;=r1-tCTIVENE55 AND DAILY FRACTIONAL OPERATION TIME FROM TABLE MI501.5.5(2) AIR INFILTRATION: PERFORM BUILDING AIR LEAKAGE TEST (BLOWER DOOR TEST) IN ACCORDANCE TO MEC PROVIDE DUCT SEALING AFFIDAVIT (IF APPLICABLE) ALL HOT WATER PIPES IN UNHEATED SPACES MUST SE INSULATED WITH R-4 INSULATION PER 2012 MEG 5E0403.4.2 SCALE• 1/2" - 1,-0" 2X10 BARGE BOARD IN/ I X5 TRI ALL GABLE ENDS BOARD AND BATTEN SIDING- I X5 BATTENS 16" O.G. IN/ PLYWOOD OR HARD I -PANEL BEHIND I X5/4 CORNER CEDAR SHINGLE SIDING WHERE SHOWN 2x I 0 BAND 4X8 BRACKETS 2XI2 TRIM S" EXPOSURE HORIZONTAL SIDING WHERE SHOWN FRAME OUT GABLE END 6 " L 1 I I I I I II d d L 0 \ ASPHALT COMP: SHINGLES ON 154* FELT METAL FASCIA GUTTER. BONUS P.L. FIN. FLR. BONUS UPPER FLOOR P.L. FIN. FLR. UPPER MAIN FLOOR P.L. FIN. FLR. MAIN CULTURED STONE VENEER. IN/ CONCRETE SILL INSTALL PER. MFD. SPEC IFIGAT IONS TREATED PLYWOOD BEHIND ALL AREAS WITH STONE INSTALLED PER. 2012 IRG GH. 7, TABLE 8705.4 AND 8705.7. DETAIL PROVIDED BY STONE MANUF. CONTRACTOR TO PROVIDE SPECS. ON SITE FOR. INSPECTOR STONE IS TO BE ADHERED PER MANUF. SPECS ONE LAYER. OF NO. 7 ASPHALT FELT FREE OF HOLES AND BREAKS, COMPLYING WITH ASTM D 225 FOR TYPE I FELT SHALL BE APPLIED OVER. ALL EXTERIOR SHEATHING WRAP WINDOW AND DOOR OPEN I NGS W I TH WATERBLOGK FLASHING MATERIAL OR. SIMILAR PRODUCT SOUTH L \ AT I ON SEE GENERAL NOTES SCALE: 1/4" = I' -O" ADDRESS NOTE: ADDRESS NUMBERS SHALL BE A MINIMUM 4" HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" AND TO BE ON A CONTRASTING BACKGROUND PER. IRG 5Ici.I BONUS P.L. LINE OF ATTIC SPACE I r (5.C..) (5.C..) SQUARE 1=O0TAES MAIN -T UPPER 1250 SONUS 6785 TOTAL. 2-711 GARAGE 402 FIN. FLR. BONUS UPPER FLOOR P.L. FIN. FLR. UPPER 9 I MAIN FLOOR P.L. FIN. FLR. MAIN NO TH L\/AT I ON SEE GENERAL NOTES SCALE: 1/4" = I' -O" 0 I RECEIVED CITY OF TUKWILA MAY 03 2016 PERMIT CENTER 25 ( t GARY STA " OF (5.G.) (5.G.) REGISTERED ARCH� OMAS NASH WASHINGTON (5.C..) (5.C..) SQUARE 1=O0TAES MAIN -T UPPER 1250 SONUS 6785 TOTAL. 2-711 GARAGE 402 FIN. FLR. BONUS UPPER FLOOR P.L. FIN. FLR. UPPER 9 I MAIN FLOOR P.L. FIN. FLR. MAIN NO TH L\/AT I ON SEE GENERAL NOTES SCALE: 1/4" = I' -O" 0 I RECEIVED CITY OF TUKWILA MAY 03 2016 PERMIT CENTER 25 ( t GARY STA " OF T � �,. , REGISTERED ARCH� OMAS NASH WASHINGTON protect: ''1..AN 2/1 1 4 E3E ..00M E3ONUS, 2 GAR.c A GE ELEVATION A dote: 5-22-14 permit: revisions: drawn by: MWJ checked by: I ---11=3=T O, I nEVICv to ron UUE UOIVIPLIANCE APPROVED MAY 1 3 2016 City of Tukwila BUILDING DIVISION 1Nritten dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. NOTES: I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED OR CEDAR. 2. CAULK AND SEAL ALL iNINDOIN/DOOR AND EXTERIOR ENVELOPE PENETRATIONS. 5. GLAZING PER STATE ENERGY CODE. 4. SEPERATE PERMITS ARE REGUIRED FOR FENCES, PLUMBING, MECHANICAL, AND ELECTRICAL. 5. PROTECTION FROM DECAY IS REGUIRED FOR ALL WOOD SIDING AND WALL FRAMING LESS THAN 2" ABOVE CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER 6. REFER TO ALL ELEVATIONS FOR TYPICAL NOTES. -l. S.G. = SAFETY GLASS BONUS P.L. FIN. FLR. BONUS UPPER FLOOR P.L. (S.6J FIN. FLR. UPPER MAIN FLOOR P.L. 0 I FIN. FLR. MAIN J I i I F- I 1 BAST i_.\/A17101•1 SEE GENERAL NOTES SCALE: 1/4" = I' -O" I SEE GENERAL NOTES SCALE: 1/4" = 1'-0" UPPER FLOOR P.L. FIN. FLR. UPPER 9 1 MAIN FLOOR P.L. FIN. FLR. MAIN 0 i cr RECEIVED CITY OF TUKWILA MAY 03 2016 PERMIT CENTER trUll�vur_u \.R CODE COMPLIANCb APPROVED MAY 13 2016 City of Tukwila BUILDING DIVISION 12 GAwr.f TA E OF f� REG S ,D AR n C 0 AS NASH Wi+N1NGT0 ' L16444NE80th STREET. KIRKLAND,WA. 98033.425-828-4117 4 E3EL7ROOM E3ONUS, 2 GAR GARA E ELEVATION A date: 5-22-14 permit: revisions: drawn by: MVU heck.ed by: f-iT )A,2 Ae) trUll�vur_u \.R CODE COMPLIANCb APPROVED MAY 13 2016 City of Tukwila BUILDING DIVISION Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. SHEAR. NOTE: I. 5X MATERIAL GAN BE USED FOR. ALL MUDS ILLS 2. SET A DOUBLE 2X STUD BEHIND EVERY STHDI4 HOLDOWN GALLED OUT ON THE FOUNDATION PLAN. SET HOLDOWN 1/2" MINIMUM AWAY FROM WALL CORNERS, WINDOW AND DOOR HEADERS. IT IS IMPORTANT THAT THE FOUNDATION CONTRACTOR HAS THE MAIN FLOOR. PLAN SHEET TO PROPERLY LAYOUT HOLDOWNS. 5. A MST48 STRAP WITH (2) 1/2 " BOLTS INTO THE FOUNDATION IS A PROPER FIX FOR. A MISPLACED STHDI4 HOLDOWN. NOTES: ALL WOOD IN GONTAGT WITH CONCRETE SHALL BE PRESSURE TREATED OR GEDAR. PROVIDE GRAWL DRAIN S LOW POINT IN GRAWLSPAGE. SOLID BLOCKING UNDER. ALL BEARING WALLS. SLOPE ALL GONG. STOOPS AND/OR PATIOS 1/4" PER FOOT AWAY FROM DOORWAYS. — — — — — BEARING WALL ABOVE FOUNDATION VENT CALCULATION 7ciS SQUARE FEET = 5.52 150 .5-1 10 VENTS REQUIRED I*" SHEAR. NOTE: SEE SHEET LI FOR. SHEAR. WALL NAILING SCHEDULE, 4 DETAILS. HOLDOWN SCHEDULE MARK: HOLDOWN/ STRAP FASTENERS TO (2) STUDS MIN. U.N.O. T -I STH0.I4/14 R.J (24)-16d T-2 HDU5-SDS2.5 5/8" A.B./(14)-SDS T-5 MSTS-7 (20)-I6d T-4 MST48 (52)-I6d T-5 MSTG48155 (16)-IOd/(S8)-IOd SEE SHEET L -I FOR. SHEAR. WALL SCHEDULE 0 m K• 1 0 10'-O" 15'-5" V Y i2 G •rte° S ATE I L__I ® I I ® a,cL__I LT • 4" GONG. SLAB ON 4" GRAVEL FILL ON COMPACT EARTH SLOPE I/4"/FT. #4 STUB STEEL ® 15" O.G. MAX. I 55'-0" OVERALL / PI -4 ,`I I I I I,; I t� i� r ,\ ) „ P I -4 PI -4 I� KV/ /// ► //•ZZ/ Z// �---� — I ---j ///// O AS A / A� II % TYPICAL DI=TAIL FOR. GR.I^lL-sFAG� to • W 0 ai '! 7`- / ALL FOUNDATION WALLS UNLESS til _ ILI in / / / / OTHERWISE NOTED S" GONG. FOUNDATION WALL 4x4 P.T. POST SPLIGES) ON GO# 15/18/12 GONG. (4x6 @ BEAM FELT ON PAD, TYP. ' 0 — © Ill lli 2 Q — 1- 11-1 I 2'-S" / , UNLESS OTHERWISE NOTED ' 0 H / / TYP. S 2 -STORY ) I- I- ln O LSL 15"x-1" GONT. GONG. FOOTING 6 MIL. BLACK VAPOR TYP. S 2 -STORY BARRIER TO / - l{1 TOP OF FTG.II W W/ 12" LAP® ALL SEAMS CIO N TJ I I"1DIT FON. VENTS, TYP. J I u D4 18"x6" SGREENED 10 REQUIRED / -5" 4'-2" 4'-2" 4'-2" /ISXISX12 J WiElli / / / PAD IN/ TYPICAL- — AE44 SIMPSON AT BEAM I 2X4 GUSSET GONG. (2) 4*4 E.W. USE SIMPSONB POST BASES WITH ABE46 POST BASES SPLIGES ( 4X6 POST) EACH SIDE OF POST7 LSL IN / 4 j; `' \ 3X STUDS \/ \\.. 3X STUDS K' //\ 4 PLATES 4 PLATES / // 4X I O L / I / A `l,o+i/ / S / SPAGE r v+18"X24" \� • ,piaCRAWL ''N-1 , / GGESS I `14 �/ / 5'-10" I S. a WS. \/1 11'-2" / / / 4" GONG. SLAB ON 4" GRANULAR BED ON TAMPED GRADE / / 1 / 1 I — N ` %` Of SLOPE S" TO O.H. DR. / 7/77 7r /777/77 , <;/ / / / / / / 5" GONG. - - -) 15"x-7" Ge 4 �� x.''Q\ 0�'�0 � �0 FOUNDATION T. PI -2" 3X STUDS d PLATES WALL GONG. FOOTIN nnI W C ABV i (�,( 0 A Ed / , 1 I 1 f l /////7J r / --�- / / ® r I I I I I �c'� I ,71-" S 1 1 1 / / I) _ _ -i GOVT. FOOTING i- I I _ 4" GONG. SLAB ON PLATES 4" GRAVEL FILL ON COMPACT EARTH SLOPE I/4"/FT. I EDGE OF SLAB ► I // / #4 STUB STEEL e I S" O.G. MAX. I ri ///j I —��; PI -3" (2) 2X STUDS 4 PLATES I CONCRETE CONCRETE STEM WALL STEM WALL TO -!2" ABV. TO -12" ABV. SLAB SLAB 16'-5" I ,' '— (2) 2 4 PLATES I - - — R {� 0 0 P1-3" cyCO -1-� nQ�J0iO0P X STUDS O —,q Lc O �` J 'K .0 ®A -i7 0\.;.0 •/ / / I'-102" / I'-102" 20'-0" / 15'-0" i 55'-0" OVERALL a I'-9" i J o 0 m J J W 0 0 I in 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 engineers report shall be presented to the building inspector at time of footing inspection. 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.) IDENTIFY LOT LINES Lot lines shall be established on site and made visible to verify distance of building setbacks the from lot lines, at time 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. RECEIVED CITY OF TUKWILA MAY 032016 PERMIT CENTER °UN ATI ®N1 L N SEE GENERAL NOTES SCALE: 1/4" = I'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 132016 City of Tukwila BUILDING DIVISION i2 G •rte° S ATE REGIS` NOMAS NASH OF WASHINGTON 01 Li644 NE 80th STREET • , WA 98033 • 425-828-4117 project: SA-4I1PH 1 RE HOMES PLAN 211 I 4 E3EI:71WOM 15ONUS, 2 GAR. AIRAE ELEVATION A dG�te: 5-22-14 permit: revisions : drawn by : MWJ checked by: O AS A REVIEWED FOR CODE COMPLIANCE APPROVED MAY 132016 City of Tukwila BUILDING DIVISION Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. NOTES: ALL EXTERIOR HARM WALLS TO BE 2 X 6 STUDS e 16" O.G. TYPICAL. ALL HEADERS TO BE 4X10 DF#2 UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATCH 2 X 6 HALLS. SOLID BLOCKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN +72" OF DRAIN, SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO 2.5 GAL/MIN. EXHAUST FANS LARGER THAN 50CFM MAY BE CONNECTED TO 4" SMOOTH HALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES PT. LD. ABV. ). VIA VVVi BEARING HALL BEARING ABOVE FLOOR LINE ABOVE POINT LOAD ABOVE MULTIPLE 2x STUDS 5 POINT LOAD SMOKE DETECTOR IIOV INTERCONNECTED IN/ BATTERY BACK-UP. PER IRC 314 O CARBON MONOXIDE DETECTOR PER IRO 515 GARAGE NOTES: I. 5/8" TYPE X GWS AT CEILING ONLY IF LIVING SPACE ABOVE. 1/2" GWS MIN. AT WALLS 2. INSULATE ALL HARM HALLS AND CEILING. HEATING NOTES: + INSTALL PER ASHRAE c1OA-88 + 18" PLATFORM OF 2 LAYERS 3/4" PLYWOOD (I LAYER IF PLATFORM IS ON SLAB) + SEE HEATING NOTES PRESSURE RELEASE VALVE TO EXTERIOR FOR GAS HOT HATER TANK OPTIONAL NOTES: RAISE ALL PILOTS, BURNERS AND SWITCHES +18" MINIMUM ABOVE SLAB. F I REPLAGE NOTE : '0' CLEARANCE FIREPLACE IN/ DIRECT VENT FACTORY BUILT FIREPLACE SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND SHALL HAVE APPROVAL LABEL ATTACHED 5/8" TYPE "X" GWS TO ROOF SHEATHING FIREPLACES 4 STOVES MUST BE D.O.E. APPROVED 4 BE TESTED, CERTIFIED 8 LABELED AS SUITABLE FOR USE DURING A FIRST STAGE BURN BAN. *** SHEAR. NOTE: SEE SHEET LI FOR. SHEAR. WALL NAILING SGHEDULE, ' DETAILS. NOTE: ALL EXTERIOR WALLS NOT GALLED AS SPECIFIC SHEAR. WALLS ARE TO BE NAILED AT PI -6" TANKLESS HOT HATER WITH MIN. EF OF .82- DIRECT VENT UNIT AND COMBUSTION Gi'-6" 10'-0 " OPTIONAL GO\/ERED PATIO DEPENDING ON LOT 15'-5" 9 I 0 COVERED PATI GONG 55'-0" / 4'-6 " / 4040 XO B-1 10'-0" SLDR. 4X10 PI -4" / 12'-6" 6080 SIDING GLASS DOOR (S.G.) B-2 5-I/8"X G" &LB. ■ Q 0 /EIVLIWAS% .- 111111161 SINK IN/ DISP. II DW KITCHEN WL I i H.S. r‘. v4' -O" 1 2 - 8 I. N.G., Asv.I P4NTRit in N VIAPIKWAFAV AIR IS PROVIDED FROM VENT DIRECTLY TO OUTSIDE SIZING AND SPECS PER MFG. 0 m HOLDOWN SGHEDULE MARK HOLDOWN/ STRAP FASTENERS TO (2) STUDS MIN. U.N.O. T -I STHD14/14 RJ (24)-16d T-2 HDU5-SDS2.5 5/8" A.B./(I4)-SDS T-5 MST3 7 (20)-16d T-4 MST48 (52)-16d T-5 MSTC-4S65 (16)-I0d/(58)-I0d SEE SHEET L -I FOR. SHEAR. WALL SGHEDULE 0 i MIPIOr PI -311 Sx STv 4 PLA 4.-8" 5.-2" co ON 0 PI -4" 8056 XOX SLDR. B-5 5-1/0"X c " GLB. PI -4" %%1%%%L%/.%A DINING i@O M H.S. W. AB W.G. ABM. rr .r w -o771 L NE OF JA 10 PI - _1 Tx PL 4 SPL DS As TES CSI6 TRAP BOTH SIDES OF B�AM TYPICAL AT BIBIAM TO WALL OST CONNECTION 8'-2" GE O.H. D4�OR IN UPRIG 911, HT POSITION GONG CIL( _ 16080 C .H. GARASE DObR 0 I (\l,..\ CANTILEVER PI -3" (2) 2X S 4 PLAT • 7- I, DS S B -I 5 1/8" • LON 18" so, LB. LINE OF FLOOR. ABOVE 16,-O" 16. Iu,._ q IN 1111111111111111V AdriyAr G EA ROOM H.S. ALL BUILT UFb STUD/ COLUMNS USE I47d NAILS e 12' O.G. STAGGERED TO ATTACH MEMERS. N{AsILING IIS TO R T. OCC AT E FACE OF THE R. 5-4 5-(I/8"X G" G W �.v z .II-i>W_ J1_vxkwEl. O Q‹ ISE OFPFIF 18" FLOOR 6'-8" / / / / B. 9ELO1^1 PLATE - ICi 4'-2"0 35" HIGH OPEN RAIL 2X6 WALL in -7'-0' 3,-10" J CD 2658 0- / / / / I s "X24" C AWL S -ACE CESS �i; I S. 8 WS. 20'-0" CD 0 1-2" X STUD PLATE 1-2" X STUD PLATE OI^1DER I 5< G F; V H_5 MN LI 0. FOR ALL HALLS LESS THAN 5'-0" TO THE PROPERTY LINE ONE HOUR EXTERIOR HALL GA FILE NO. HP 810G- FIRE TEST HP 5510 (UL R350I-47, -40, UL DESIGN U50c1) EXTERIOR SIDE: BASE LAYER 5/5" TYPE X GYPSUM SHEATHING APPLIED PARALLEL TO 2X4(6) STUDS 16" O.G. WITH 1-5/4" GALVANIZED ROOFING NAILS 4" O.G. AT VERTICAL JOINTS AND T" O.G. AT INTERMEDIATE STUDS AND TOP AND BOTTOM PLATES. JOINTS OF GYPSUM SHEATHING MAY BE LEFT UNTREATED. FACE LAYER OF 1/4" GEMENT BOARD SIDING FASTENED THROUGH THE SHEATHING INTO THE STUDS. 3-1/2" UNFAGED GLA55 FIBE FRICTION FIT IN STUD SPACES INTERIOR SIDE, ONE LAYER 5/5" TYPE X GWB APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH 6d COATED NAILS, I-.i/S" LONG, 0.0915" SHANK, 1/4" HEADS, '7" O.G. (LOAD BEARING) CD / / / / ///i/ 8-5 PI -3" 1060 (2) 2X STUDS FXD. 4 PLATES (S.G.) 7 - 4'- I " 4X101 GO RED PO H 'll 3X 4 P GONG 3" I TUDS ATES PB -I 5-I/8"X 15' CRL5. ABOVE PLATE 1060 FXD. (S.0.) 4'-5" 55'-0" " 2050 SINGLE HUNG / 5'-0" 6'-6" / 15'-0" / / 0 I m 1- 0 m RECEIVED CITY OF TUKWILA MAY 03 2016 PERMIT CENTER MAIN LOO 1. N SEE GENERAL NOTES SCALE: 1/4" = I' -O" REGISTE'. ARCH/',. A -Y z '=iVMAS TA °` OF WASHiNGTON 0 CT NASH L 1644 NE 80th STREET • KIRKLAND, WA . 98033 .425-828-4117 protect: SAP'Pf I Ste f-HOHECJ PLAN 211 1 4 E3Er7fRoom E3ONUS, 2 GAS: ELEVATION A dote: 5-22-14 permit: revisions: drawn by: MWJ chc.ked by: 1-1-T- -1TA O, A 4 REVIEWED roR I1Nrvu APPROVED MAY 1 3 2016 City ©f Tukwila BUILDING DIVISION ■ Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. NOTES: ALL EXTERIOR HARM HALLS TO BE 2 X 6 STUDS 's 16" O.G. TYPICAL. ALL HEADERS TO BE 4X5 DF#2 UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATCH 2 X 6 HALLS. SOLID BLOCKING UNDER. ALL BEARING HALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +12" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN +12" OF DRAIN, SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO 2.5 GAL/MIN. EXHAUST FANS LARGER THAN SOCFM MAY BE CONNECTED TO 4" SMOOTH HALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF IS' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES LEGEND: PT. LD. ,, ABV. �t IM (444 0 BEARING HALL BEARING ABOVE FLOOR LINE ABOVE POINT LOAD ABOVE MULTIPLE 2x STUDS ® POINT LOAD SMOKE DETECTOR II0V INTERCONNECTED W/ BATTERY BACK-UP. PER !RC 514 CARBON MONOXIDE DETECTOR PER IRC 515 *** SHEAR NOTE: SEE SHEET LI FOR. SHEAR. WALL NAILING SCHEDULE, 4. DETAILS. 0 / 55'-O" NOTE: ALL EXTERIOR WALLS NOT GALLED AS SPECIFIC. SHEAR. WALLS ARE TO BE NAILED AT FI -6" 12'-4" / P -6" / / 5' " / 5020 SLDR. ®t XO (S.G.) I5'-6" -7'-6" 8'-O" / 8040 SLDR. ?COX (EGRESS) PI -6" ,c,0 �N `` MARK HOLDOWN/ STRAP � � V//////// T -I Q %/////////////y////////////I T-2 i ® 5/8" A.B./(14)-SDS / i (20)-16d °WEIR , MST48 (52)-16d \1/4 MSTG48B5 .<'� _1 _ / Fla;AS / / / / 4 P .. ,. S.GS NCL. • +12" 50 SOAKING TUB UNIT / / / / / 6 / 50 CFM / / / / / FAN VTO. - MASTER ATH 2868 / L -I / TYP. / � � 2868 H.S. // I / MASTER / _j _ /, 11 / �- _ BEDROOM O / CARPET / I / / T' ® (I — FAN / VTO. / ///////�i�NI I////M//MPv / ///////// / \ \ = O Ia / ®)• 6'-4" / PI -4" 5 -10" / PI -4" TUB/SHOW R 0 / // R.O. = 5' O-14" , / ' '/ I5'-2" -0„ 0 / In Jn 7 SEE NOTES / 1 W V 50 CFM lL 0 T SH. BELOW 1-0 iy. FAN_ \/TO. _ u O m Q / X \- X BEDROOM TI/\10 BATH 2X6 HALL // O 0 V 63 11 CARPET H.S. .S. \ N / \ � iy / e e _� 2668 m ® 0 z >- / != 0_ 0 kn / CA "/ \ \ /2'-o Q(Y // \ CO / P 4 S O GIS96 2X6 HALL / EFF. / %/ ///////f / Z Ci CCAS ( \////////./2///f ® ® / COMBUSTION AIR `�� _ u_ FURN 1 Z \�(if) III/ JL-)' , _° TRUSSES TO PROVIDE COMBUSTION AIR FOR / THE FURNACE- SIZE / PER MFG. SPECIFICATIONS / `Q 0.(\ 2668 3'-0" — J PAIR in ® BEDROOM / / 5'-4" 4'-10° 2068 POUR / / - // / ® CARPET / I I)- / BEDROOM \ c0 1— — n LINE OF HALL BELOW ' / ®e / THREE I II I r� / \ // / / / CARPET 0 i I (N 120 CFM WHOLE HOUSE I Q �I I— _u I— 1-1 I aQ6 I O Si FA I R 2668 / / 0 / Al FAN VTO LINE OF WALL BELOW I Y///////// 1 \ \ \ 0 / LAUNDRYL — U ®T P -6" ®� P1-6" 1P5.0 I / H.S. "� � 0® •</ 1 t\ V////////. (\. ,///////A I \, I N, HOLDOJNN SCHE=DULE= MARK HOLDOWN/ STRAP FASTENERS TO (2) STUDS MIN. U.N.O. T -I STHD14/14 RJ (24)-16d T-2 HDU5-SDS2.5 5/8" A.B./(14)-SDS T-3 MST37 (20)-16d T-4 MST48 (52)-16d T-5 MSTG48B5 (15)-IOd/(58)-IOd SEE SHEET L -I FOR. SHEAR. WALL SCHEDULE ®). PI -6" 5046 XO (EGRESS) 6'-8" SLDR. 6'-6 " ®.. P1-6" 2030 S11\ OLE HUNG / / 15'-2" / 1'-5" 5'-4" 6,-10" 20'-0" /2 - / 31 5046 XO' SLDR. (EGRESS) 5,-0" 12'-10" 15'-0" 35,-0" / / / RECEIVED CITY OF TUKWILA MAY 032016 PERMIT CENTER L L O 1=)1. N SEE GENERAL NOTES SCALE: 1/4" = I'-0" 12 GA's' g „w. 0` NADH I ION .;. - REGIS ii. ARC ROMA.S EOFWAS� INGiG.: project: SAP1=9-1I RE HQMEs 'PLAN 21I I 4 aE171R.001� E30NUS, 2 GAi' AR.7zsNE ELEVATION A dcate : 5-22-14 Permit; revisions: drawn by . MWJ chec?cd by: O 1= II -„I{ -I CODE COMPLIA APPROVED MAY 1 3 2016 City of Tukwila BUILDING DIVISION Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations From the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS 0 16" O.G. TYPICAL. ALL HEADERS TO BE 4X8 DF#2 UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATCH 2 X 6 WALLS. SOLID BLOCKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +12" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN +12" OF DRAIN, SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO 2.5 GAL/MIN. EXHAUST FANS LARGER THAN 50CFM MAY BE CONNECTED TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES LEGEND: PT. LD. ABV. :,i 144 1441 BEARING WALL BEARING ABOVE FLOOR LINE ABOVE POINT LOAD ABOVE MULTIPLE 2x STUDS e POINT LOAD SMOKE DETECTOR IIOV INTERCONNECTED W/ BATTERY BACK-UP. PER IRC 514 O CARBON MONOXIDE DETECTOR PER IRC 515 *** SHEAR. NOTE: SEE SHEET LI FOR. SHEAR WALL NAILING SCHEDULE, .$ DETAILS. G'-6" 167'-0" G'-6" ON REGIS - THOMASNA:h ��� ° 1TE OF WASHIN VERIFY 1/\l/TRUSS 0'-0" 11644 NE 80th STRRRT IICERICLANTI- _ WA . DESIGNER 8.-0" .1 / iJ 5040 SLDR. XO (EGRESS) LINE OF WALL BELOW LINE OF WALL BELOW FLAT GLG. SLOPED SLOPED GLC. _I -1 < J GLG. j 4 K W W z r I i W +I I J IJ r0 r0 +1 l!1 In BONUS ROOM C X I \ 2252c," ACCESS IN KNEE WALL INS B WS CARPET 61�J -QII - m ® .K I I Q IL JL �I \ in 0 -� _ . 0 j I CO0 __\\Q V�- O r - - L_ HVAC CHASEin i I2'2"x5�"I ATXIG IXI 5'-10" I g' "s L--� INS ffq,ACCESS W�„ / — 22"xSO" ATTIC IN KNEE / WALL 22"x30" _ El III ° I --1 1 NII 011 II I PTI�NAL� ii ATH \ ;II �n ��) m o`� I u ACCESS IN KNEE WALL INS 4 X I -9 / 111 II ?(-CAN II 1� IJ 50 � _VTO. 1 Iz I- N° I 1¶ I 0 m WS A� 7 J 5026 SLDR. 8'-O" XO s' -O" / / / RECEIVED CITY OF TUKWILA MAY 03 2016 PERMIT CENTER E3ONUS 1='L.AN SEE GENERAL NOTES SCALE: 1/4" = 1'-O" t ‘L Y 1t OR CODE COMPLIANCE APPROVED MAY 1 3 2016 City of Tukwila BUILDING DIVISION GA S r:i, '. ON REGIS - THOMASNA:h ��� ° 1TE OF WASHIN 11644 NE 80th STRRRT IICERICLANTI- _ WA . protect: SAPP41RE f-4OHES PLAN 2/1 1 4 15EI:7'R:001�1 E3ONUS, 2 GAR. �iZG ELEVATION A &cite: 5-22-14 permit: revision: drown by •: MWJ checked by: fit-ir ,, AC9 t ‘L Y 1t OR CODE COMPLIANCE APPROVED MAY 1 3 2016 City of Tukwila BUILDING DIVISION Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. ROOF FRAMING NOTES GUT RAFTER TAILS TO MATCH 2x4 TRUSSES CONNECTORS SHALL BE ENGINEERED SY TRUSS MANUFACTURER ROOF PITCH SHALL BE 8: 12 TYPICAL UNLESS NOTED OTHERWISE ROOF OVERHANG SHALL BE 12" U.N.O. •w• 2x6 OVERFRAMING BEARING BELOW 0 DS DOWNSPOUT TRUSS NOTE ALL TRUSSES SHALL HAVE: I. STRESS ANALYSIS AND DRAWINGS / DETAILS STAMPED BY A STATE REGISTERED ENGINEER. 2. MANUFACTURER'S STAMP ON PRE - MANUFACTURED TRUSSES. 3. BRACED TO MANUFACTURER'S SPECIFICATIONS. 4. STRESS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DEPT. FOR APPROVAL AND SHALL BE KEPT ON SITE FOR FRAMING INSPECTION. 5. TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OR. ENGINEERING CALCULATIONS. 6. ALL TRUSSES SHALL HAVE SIMPSON H -I CLIPS AT ENDS. WHERE TRUSSES ARE PARALLEL TO WALL, USE SIMPSON L30 AT MIDSPAN. USE SIMPSON STC CLIPS AT NON-BEARING WALLS ROOF VENTING CALCULATION -PER 2012 IRC R806.2 1505 SOFT AREA =4.56 SOFT REQUIRED 500 (4.56) X (50%) = 2.18 SOFT MIN. REQUIRED AT EAVES TYPICAL TRUSS BLOCK HAS (4) 2 QP SCREENED HOLES PROVIDING 6.28 SO. IN. (.044 SOFT) PER BLOCK. APPROXIMATELY 38 VENTED BLOCKS= 1.67 SOFT PROVIDED PROVIDE 2 AF5O VENTS NEAR EAVES= .68 SOFT PROVIDED (4.56) X (50%)= 2.18 SOFT MIN. REQUIRED WITHIN 5' OF THE RIDGE AF50 ROOF JACK. VENTS= .54 SOFT EACH VENT PROVIDE -7 AFSO VENTS= 2.58 SOFT PROVIDED TOTAL VENT AREA PROVIDED= 4.75 SO FT ** SHEAR NOTE: SEE SHEET LI FOR SHEAR WALL NAILING SCHEDULE, 4 DETAILS. DS DS PRE. MFD. TRUSSES OPTIONAL COVERED PATIO DEPENDING ON LOT 0)24" O.G. DS DS ISLOPED GLC. AF5O ROOF VENT GIRDER TRUSS GIRDER TRUSS 22"x50" ATTIC 2"x30"ATTIC ACCESS IN KNEE WALL INS 8 WS GABLE END TRUSS IX' AFSO ROOF VENT AF5O ROOF VENT AF50 ROOF VENT SLOPED GLC. J JI • r a:12 TYPIGAL UNLESS NOTED 22"x30" ATTIC ACCESS IN KNEE WALL INS 8 WS AFEO ROOF VENT AFEO ROOF VENT AFS ROOF VENT J I:11 DS RIDGE PI -4" 22"x30" ATTIC. ACCESS IN KNEE WALL INS B WS v 0 DS DS TYP. 0 m 0 2X6 RAFTERS 0) 24" O.G. W/ 2X5 CEILING JOISTS 24" O.G. 0 FIREPLACE ROOF BELOW RECEIVED CITY OF TUKWILA MAY 03 2016 PERMIT CENTER SEE GENERAL NOTES SCALE: 1/4" = I' -O" 2512 GATE ' r: REGIS THOMAS� GF WASNINNA 11644 NE 80th STREET . KiRKLAND_ WA . proJet.t: SAPP I SZE Homes PLAT l 2'7I 1 4 ED OOM E3ONUS, 2 GAR. A .. E ELEVATION A date: 5-22-14 permit: revisions: dreavvn by: MI/1J checked by: �H-1- A Al I O� A .„- REVIEWED FOR �+V L./I- :r\ilai1 U1 APPROVED MAY 132016 City of Tukwila BUILDING DIVISION Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Gontractor shall accept full responsibility for the cost to rectify some. PRE -MFG. ATTIC- TRUSSES (0 24" O.G. 4"(I) DOWNSPOUT TIGHTLINE W/ FOS ITIVE DRAIN TO STORM SYSTEM. 111111111111 Wig 'EDROOM TWO 11111,111911 'ONUS ROOM FLOOR. TRUSSES W/ T G PLYWOOD, GLUED NAILED, GARA&E= N V ®N a INMAN FLOOR. JO I STS W/ T G PLYWOOD, GLUED ff NAILED, SEE GENERAL NOTES SCALE: 1/4" = I' -O" BONUS P.L. FIN. FLR. BONUS UPPER FLOOR P.L. 0 I FIN. FLR. UPPER MAIN FLOOR P.L. FIN. FLR. MAIN /\/\/ /(\// RECEIVED CITY OF TUKWILA MAY 03 2016 PERMIT CENTER s 4 S ATE L REGtSTE '- ARC C ARC HOMAS NASH OF WASHINGT01' (IL 1644 NE 80th STREET . KIRKLAND, WA 98033 .425-828-4117 project: SA .""1 N-1 I' RE HOMES 'LAN 211I 4 DEI71ZOOM E3ONUS, 2 GA1' C-�AiZA E ELEVATION A dote : 5-22-1,4.permit: revisions: drawn by: MWJ checked by: i--i£=3=T C=7) F A.! t 1}A'1 A rrA. Am" .trs C ODE LOMPLfANC E APPROVED MAY 1 3 2016 City of Tukwila BUILDING DIVISION SHEAR WALL PER SHEAR WALL CALCULATIONS SHEAR. 1NALL SHEA T'1" Ten 2012 S • Alwoo er:%.UL. Y'4AL. . ,7f- . I. GENERAL NOTES: THE DIFFERENT DESIGNATORS FOR SHEAR HALL MATERIALS, AND HOEDOWNS. LOCATE HOLDOHNS AS CLOSE AS POSSIBLE TO THE END BOLTS, HASHERS, 4 NAILS IN CONTACT WITH P.T. HOOD TO BE SEE PLANS TO DETERMINE NAILING, ANCHOR BOLTS, OF THE DESIGNATED WALL. ALL HOLDOWNS, ANCHOR HOT DIPPED GALVANIZED PI = ONE SIDE PLYWOOD P2 = TWO 510E5 PLYWOOD MARK TA6' NAIL SPACING TOP * BTM. A35 BLKG. PLATE SIMPSON MASAP PLATE H VALUE EDGES FIELD i• --ice T P-YH"D• PLATES ANCHORS RECTO. ANCHOR BOLTS ANCHORS NAILING (#/1.F) PI -6° 8d 6' 12" 6" 18" O.G. 2x4 5/8" ® 48" 0 48" 3 ENDS (2) I6d ®10° 240 PI -4" 8d 4' 12" 4' 16' O.G. 2x4 5/8" ® 32" 0 30" 4 ENDS (2) Ibd ® 1° 341 PI -3" ** 8d 3' 12' 3" 14' O.G. 3x4 5/8" ® 24' 0 24' 4 ENDS (2) I6d ®5" 450 P1-2" ** 8d 2" 12' 2" 12° O.G. 3x4 3/4° 0 24' 0 IS" 4 ENDS (2) 1661 0 5" 585 P2-6" " 8d 6" 12" 6" 10" O.G. 3x4 5/8" 0 24" WA (2) I6d 0 5° 480 P2-4" ** Sd 4' 12" 4' 5. O.G. 3x4 3/4° 0 20" WA (3) I6d 0 5" 100 P2-3° " 8d 3' 12" 3" 8' O.G. 3x4 3/4" 0 16" WA (4) I6d 0 5" 100 P2-2° ** 8d 2' 12" 2' 5° O.G. 3x4 3/4" 0 12" WA (4) I6d 0 4' 1110 "NOTE: HALLS WITH UNIT SHEAR OF 350#/ft. OR GREAIti SHALL HAVE FRAMING MEMBERS (STUDS 4 PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS PER IBC 2012, TABLE 23063.1. 3X FRAMING WILL BE NOTED ON PLAN. I. USE POWER -DRIVEN STEEL STUDS AND NAILS BY HILlY OR RAMSET WHERE APPLICABLE. 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 3. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR HALLS. SHEAR WALL NOTES 1/16" OSB OR PLYWOOD SHEATHING - USE 8d COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL 0 12. O.G. TO ALL INTERMEDIATE STUDS. WHERE 3' NAIL SPACING 15 SPECIFIED AT PANEL EDGES, USE I-1/2° 8d SHORT NAILS OR 3X STUDS WITH 8d COMMON NAILS. FOR 2' NAIL SPACING, USE 3X STUDS AND STAGGER PANELS. WHERE PLYWOOD 15 2 SIDES OF HALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD - USE 8d COMMON NAILS ® 10" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G. AT ALL PANEL EDGES AND 4' 0.G. AT ALL SHEAR HALLS, UNLESS OTHERWISE SHOWN ON PLANS. FLOOR JOISTS - JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR HALLS SHALL BE CROSS BLOCKED AT 48" O.G. ® EDGES W/ (4) IOd NAILS FOR THE FIRST BAY. 3' x 3" x 1/4" SQUARE HASHERS AT ALL ANCHOR BOLTS. PLATE HASHERS TO EXTEND WITHIN 1/2" OF THE BOTTOM PLATE ON THE SIDES) WITH SHEATHING WITH SHEAR CAPACITY GREATER THAN 400 PLF. PER AF4PA SDPHS-2006 SECTION 4.3b.4.3 PI -3' SHEAR WALLS AND GREA I tit. 1/16" OSB OR PLYWOOD SHEATHING - STAPLE SCHEDULE ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS 2" 16 GA. STAPLES ® 15 GA. STAPLES 0 14 GA. STAPLES 3. O.G. - 250 #/ft. 4" O.C. - 280#/ft. 4' O.G. - 303#/ft. 2' O.G. - 360#/ ft. 2-1/2" O.G. - 430#/ft. 3" O.G. - 310#/ft. 4" O.G. AND 10d NAILS 2' O.G. - 504#/ft. 0 6" O.G. - 620#/ft. FIELD SPACING: 12" O.G. NAILS 4 STAPLES. I-IOLDOWNS - INSTALL SIMPSON HOLDOWNS OR EQUIVALENT AT THE END OF CIIEAR HALLS WHEN SHOWN ON DRAWINGS. TO ATTACH USE 2X OR 3X HF #2 CONSTRUCTION GRADES AS SHEAR WALL BOUNDARY ELEMENTS. HOLDOHNS ARE ONLY REQUIRED WHERE SHOWN ON PLANS. SIMPSON MST3 T STRAP PER PLAN NAIL PER SI MPSON SPECIFICATIONS NAIL BOTTOM PLATE TO TOP TRUSS CHORD BELOW PER SHEAR WALL SCHEDULE 18" FLOOR. TRUSS RIM FLOOR TRUSS (NOT SHOWN) PER TRUSS MANUFACTURER NAIL SHEATHING AT RIM LOCATIONS PER SHEAR WALL CALLOUT OF THE UPPER FLOOR PROVIDE FOR 2X4 VERTICAL BLOCKING AT 4" AT RIM TRUSS I` NAIL SHEATHING TO MIN. 3"x 11.25" NET trl • HEADER, EXTEND TO L I . A.__ "SIMPSON" LSTA24 STRAP, WALLS ALLS l• I' ' ' 'I 'I BACK SIDE, EA. EDGE (2)2x STUDS EACH EDGE tIrt I'II'I I•I•1.I 1.47 II• .I.I I.• CONNECT PLYWOOD gdNAILS®3° FASTEN TOP PLATE TO HDR. 2 ROWS I6d SINKER NAILS @ 3" O.G. SHEAR. 1NALL PROVIDE 4X12 BLOCKING I I TO HANG OFF 4X6 TRUSS CHORDS WITH CONCEALED r 1 FLANGE HANGERS WHERE MST 48 I I I STRAPS COME FROM SHEAR WALL I GI ABOVE I I STACKED I NTE:RI Oil Si -FEAR lAIALL OPEN WEB TRUSSES PER TRUSS MANUFACTURER TRUSS MANUFACTURTER TO PROVIDED 4X6 CHORDS AT TRUSS ENDS WHERE THERE 15 TO BE AN MST48 STRAP PROVIDE DOUBLE STUDS AT THE LOWER SHEAR WALL TO ALLOW FOR PROPER HOLD-DOWN NAILING (TRUSSES FE:RFE:ND I GULAR) .I.i�O.C. TO ALL STUDS, PLATES •at HEADERS APA RATED SHTG. —<I.I I.I. "SIMPSON" STHD14 WOOD TO CONCRETE CONNECTORS OR EQUAL (3) #4 VERTICALS (3) 2x PLATES (I PLATE PLUS 2 BLK. BETWEEN STUDS) NAIL SHEATHING TO EACH PLATE 3/4"4 X 15" A.B. 1" MIN. EMBED. W/ 3"X3"XI/4" PLATE WASHER #4 HORIZ. 12" O.G. SHEAR WALL PER SHEAR WALL CALCULATIONS GONG. SLAB SHEAR. WALL CONT. FOOTING ELEVATION VIEW SIMPSON MSTG48B3 STRAP PER PLAN 11 NAIL PER SIMPSON SPECIFICATIONS NAIL BOTTOM PLATE TO TOP TRUSS CHORD BELOW PER SHEAR WALL SCHEDULE 18" FLOOR. TRUSS LATERAL RESTRAINT PANEL PROVIDE 4XI2 BLOCKING TO HANG OFF 4X6 TRUSS CHORDS WITH CONCEALED FLANGE HANGERS WHERE MSTG48B3 S I rtAPS COME FROM SHEAR WALL ABOVE OPEN WEB TRUSSES PER TRUSS MANUFACTURER TRUSS MANUFACTURTER TO PROVIDED 4X6 CHORDS AT TRUSS. ENDS WHERE THERE IS TO BE AN MSTG48B3 STRAP SHEAR IAIALL AT OFFSET INTE:RIOfi . V'IALL (TRUSSES i=E:RPE:N]D I GULAR) SHEAR WALL PER SHEAR WALL CALCULATIONS SHEAR. WALL SIMPSON MSTG48B3 STRAP PER PLAN NAIL PER 1 SIMPSON SPECIFICATIONS PLYWOOD ROOF SHEATHING TRUSS OVER S.W. TO HAVE BLOCKING AT NAIL BOTTOM PLATE TO TOP TRUSS CHORD BELOW PER SHEAR WALL SCHEDULE 18" FLOOR. TRUSS TRUSSES PER PLAN 2X NAILER - NAIL TO BOTTOM CHORD VV I6d ' 6" o.c.. 5/4" PLYWOOD PROVIDE 4XI2 BLOCKING TO HANG OFF 4X6 TRUSS CHORDS WITH CONCEALED FLANGE HANGERS WHERE MSTG48B3 STRAPS COME FROM SHEAR WALL ABOVE OPEN WEB TRUSSES PER TRUSS MANUFACTURER TRUSS MANUFACTURTER TO PROVIDED 4X6 CHORDS AT I t-4U5S ENDS WHERE THERE IS TO BE AN MSTG48B3 STRAP 2 ROWS I6d NAILS ® 6" o.c. PLYWOOD TO TOP PLATE I6d 0 4" o.c. PLYWOOD TO NAILER SHEAR WALL PER SCHEDULE TRUSSES PER PLAN TRUSSES OR. RAFTERS PER PLAN ROOF SHTG - NAIL PER SHEAR WALL SCHEDULE 8d ® 6" O.G. ONTINUE HEAR WALL 0 ROOF 2X BLKG. W/ I6d ® 8" O.G. it VENT HOLES (RIP BLK'G.) OVERHANG 4 FASCIA HI ANCHOR 24" O.G. SHEATHING PER SHEAR SCHEDULE A35 ANCHORS PER SHEAR WALL SCHEDULE T'1" S • Alwoo I" REGIS - NOMAS WASHINGTON / _r CT [ 111(c° SHEAR WALL PER SCHEDULE TRUSSES PER PLAN TRUSSES OR. RAFTERS PER PLAN ROOF SHTG - NAIL PER SHEAR WALL SCHEDULE 8d ® 6" O.G. ONTINUE HEAR WALL 0 ROOF 2X BLKG. W/ I6d ® 8" O.G. it VENT HOLES (RIP BLK'G.) OVERHANG 4 FASCIA HI ANCHOR 24" O.G. SHEATHING PER SHEAR SCHEDULE A35 ANCHORS PER SHEAR WALL SCHEDULE SHEAR WALL PER SCHEDULE 2X STUD WALL 0 16" O.G. Sf-FE=AR'. V'IALL AT GANTILEVERED EXT. YNALL (TRUSSE=S PE .FEND I GULAR) NO SCALE SHEAR WALL PARALLEL TO TRUSS NO SCALE TYF I GAL SHE:ARIAIALL TO ROOF CONNECT I ON A h U 1 U City of Tukwila BUILDING DIVISIO No SCALE RECEIVED CITY OF TUKWILA MAY 03 2016 PERMIT CENTER GA" , " E OF E. NASH REGIS - NOMAS WASHINGTON / _r CT [ 111(c° proJeC.t: SA P: 1 HOMES L- N 2/1 1 4 E3EL7i�.001�f EONUS, 2 CA1 t= A E ELEVATION A date: 5-22-14 permit: revisions: drawn by: MwJ Che .kaci by: i• --ice T L. I (REVIEWED FOR CODE COMPLIANC A PPROVin SHEAR WALL PER SCHEDULE 2X STUD WALL 0 16" O.G. Sf-FE=AR'. V'IALL AT GANTILEVERED EXT. YNALL (TRUSSE=S PE .FEND I GULAR) NO SCALE SHEAR WALL PARALLEL TO TRUSS NO SCALE TYF I GAL SHE:ARIAIALL TO ROOF CONNECT I ON A h U 1 U City of Tukwila BUILDING DIVISIO No SCALE RECEIVED CITY OF TUKWILA MAY 03 2016 PERMIT CENTER Whitten dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. 24" CARDBOARD BAFFLE ALLOW FOR I" AIR SPACE MIN. EXTEND 12" ABOVE INSULATION. ALLOW FOR 3" AIR CLEARANCE FOR ALL EXHAUST VENTS AT ATTIC SOLID SHEATHING OR GDX PLYWD. WHERE EXPOSED TO WEATHER IX FASCIA BD. W/ METAL GUTTER TOP FL. 2X BIRD BLK'G. IN/ 2" SCREENED VENT HOLES NTH 1/4" GORRPSION RESISTANT METAL MESH COVERING ROOFING MATERIAL FINISH PER ELEVATION ON 1/16" OBS SOLID GDX 24-0 PLYWOOD SHEATHING; 8d a 6"O.G. EDGE 8d @ 12" O.G. FIELD (1/16" OSB AGX PLYWD a EVES) MIN. I5# UNDERLAYMENT NAIL 6" EDGE, 12" FIELD WITH 8d NAILS, U.N.O. FIN. FLR. A35 CLIPS AT FLOOR TO RIM CONNECTION SEE SHEAR WALL SCHEDULE ON SHEET LI FOR SPACING TOP PL. (2) 2x TOP PLATE, LAP CORNERS, OFFSET END JOINTS BY 48" OSB. OR PLYWD. SHEATHING. NAIL 6" EDGE, 12" FIELD WITH 8d NAILS UNLESS NOTED OTHERWISE 2x STUDS © 16" O.G. TYP. SIDING, SEE PLAN FOR TYPE 2x BOTTOM PLATE 2x P.T. SILL FIN. FLR. z_ 4"4) D.S. TIGHTLINE, POSITIVE DRAIN TO STORM SYSTEM FIN. GRADE TO SLOPE AWAY FROM BUILDING APPROVED TRUSSES BEARING MANUFACTURER'S SEAL. SEE ROOF FRAMING PLAN FOR SPACING INSULATE PER WSEG L I V I NG AREA FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS ENGINEERED JOISTS, SIZE AND SPACING PER PLAN OR 2X JOISTS L=J r -i L J L -J r-� r -i 1/2" GYPSUM WALLBOARD, TYP. IN/ PVA VAPOR BARRIER a WALLS AND CEILINGS LIVING AREA FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS AND AT PLATES TO ROOF i"X 10" ANCHOR BOLT W/ 3"X3"X 4-" PLATE WACI IERS a 48" o.c. NO LESS THAN 4" et NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETC. 1" MIN. EMBEDMENT INTO GONG. EXCEPT SHEAR WALLS - SEE SHEAR WALL NAILING SCHEDULE. 54" TSG PLYWOOD SUB -FLOOR (GLUED ff NAILED) NAIL 6" EDGE, 12" FIELD W/ IOd NAILS. 111111111111 7 REBAR PLACEMENT SEE DETAIL #2 ABOVE 2x P.T. SILL / MAXI MUM ( 48" UNBALANCED BAGKF I LL FOR ) FOUNDATION WALL #4 REBAR W "J" BAR s/8"X 10" ANCHOR BOLT W/ 3"X3"X 1/4 " PLATE WASHERS a 48" o.c. NO LESS THAN 4)/2" NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETC. 1" MIN. EMBEDMENT INTO GONG. EXCEPT a SHEAR WALLS - SEE SHEAR WALL NAILING SCHEDULE. #4 REBAR a 16" O.G. HORIZONTAL #4 REBAR a 48" O.G. VERTICAL 3" MIN. GLR. TYP. ALL FOOTINGS TO BEAR ON BEARING SOIL STD .OU�IDAT I O1 TA I L SCALE: N.T.S. INSULATE PER WSEG., CRAI�ILSFACE 111 kr) Q�Q\1 - f UJ cL I ll1 Ca OZ Z0 _ J SEE FOUNDATION PLAN FOR BEAM SIZE 5 POST SIZE / SPACING 6 MIL. POLY VAPOR BARRIER PER IRC R405.1.34 R403.I.5.I TOP FLANGE JOIST HANGER PER PLAN SOLID BLOCKING BRG. WALL ABOVE TYP. HANDRAIL: GRIP 114" - 2" 4) PROJECTION FROM WALL NO LESS THAN I1". OPEN RAIL: OPEN SPACE BETWEEN PICKETS SHALL BE LESS THAN 4" CLEAR RISERS ARE TO BE SOLID AND NOT OPEN TO BELOW 2X4 STOP 2-2X HEADER FLOOR JOIST I/ 9 1" FIREBLOCK STAIRS: ONCE IN TOP 8 BOTTOM OF RUN BETWEEN STRINGERS it ALONG RUN BETWFFN STUDS USABLE SPACE UNDER STAIRS TO BE I HR FIRE CONSTRUCTION 5/8" TYPE 'X' G.W.B. (TWO LAYERS AT STAIR CEILING) ENGINEERED JOISTS, SIZE AND SPACING PER PLAN, 2x4 GUSSET EA. SIDE HGAMIO 10# FELT —� POST TO GONG. Al I REINFORCEMENT MUST BE TIED IN PLAGE FOR FOUNDATION INSPEGITON SEE FOUNDATION PLAN FOR FTG. / FDN. SIZE ALL FOOTINGS TO BEAR ON I GRAVEL TO EXTEND AT LEAST \ BEARING SOIL 1 ONE FOOT BEYOND OUTSIDE I EDGE OF THE FOOTING AND 6 INCHES I ABOVE THE TOP OF THE FOOTING AND I COVERED WITH AN APPROVED FILTER 1 MEMBRANE MATERIAL PERFORATED PIPE \� I SHALL BE PLACES ON A MINI MUM OF 2 INCHES OF WASHED GRAVEL OR GRI SHED ROCK AT LEAST ONE SI EVE S I ZE LARGER THAN PERFORATION \ AND COVERED WITH NO LESS THAN 6 INCHES OF SAME MATERIAL _ a 4 a i 03/4hI L 3411 NASH AND ASSOCIATES GENERAL NOTES: I. All construction per applicable codes and ordinances. 2012 IRC, IBC. 2012 WASHINGTON STATE ENERGY CODE 2. Verify all dimensions on Job site. Bring discrepancies to the attention of Owner and/or Designer. NOSING 3. Owner will verify window sizes and manufacturer(s) with framer before start of construction. HANGER 3 2xI2 STRINGERS 2X4 BLOCKING (Fl RESTOP) FIREBLOCKS STAIR TA I L - TIAL SCALE: N.T.S. GARAGE 4" GONG. SLAB ON 4" GRANULAR BED SEE FOUNDATION PLAN FOR PAD SIZE ALL FOOTINGS TO BEAR ON BEARING SOIL TYPICAL WALL SECTIONS SCALE: N.T.S. 6-8" MIN. HEADROOM STAIR NOTES: RISER HEIGHT = -1-3/4" MAX. TREAD DEPTH = 10" MIN. 4. One window per bedroom shall meet egress code. 5. Skylight glazing per 2012 IBC. 6. Truss manufacturer shall supply shop drawings to Owner and framer to review and approve before fabrication. 1. Owner will verify electrical and heat layouts with installer before installation. S. Under all parallel bearing walls, use double Joists or as noted on plan. Double Joist (or extra TJI) under all non- bearing parallel walls. 1. TJI products to be installed per manufacturer's installation guide and approved reports. 10. All metal connections to treated wood shall be at a minimum; triple zinc ZMAX (GI85 per ASTM A653); Hot Dip Galvanze (ASTM A123 for connectors and ASTMI53 for fasteners and anchors. II. All bathroom fans, kitchen hood, and dryer ducts shall be exhausted through the attic to the roof or through the floor system to an outside wall. All wall ducts shall terminate at least 36" from a window opening. CLI MAT I C. AND GEOGRAPH I C DE5I GN CRITERIA: TERMITE: SLIGHT TO MODERATE DECAY: SLIGHT TO MODERATE WINTER DESIGN TEMP: 11° IGESHIELD REQUIRED: NO FLOOD HAZARDS: 2003 1112 FIRM AIR FREEZING INDEX: 250 MEAN ANNUAL TEMP: 50 DESIGN DATA: ROOF LOADS: FLOOR LOADS: DECK LOADS: LL 25#/SF (SNOW) DL 15#/SF TOTAL 40#/SF LL 40#/SF DL 10#/SF TOTAL 50#/SF LL 60#/SF DL 10#/SF TOTAL 10#/SF SOIL : 1500 PSF MINIMUM CONCRETE: 2500 PSI Ab -i rR 28 DAYS (51 SACK MIX) -3000 PSI FOR EXTERIOR FOUNDATION WALLS, PORCHES, STEPS, AND OR GARAGE SLABS- AIR ENTRAINMENT IS BETWEEN 5-1% (TABLE 402.2 IRC) STEEL : GRADE 60 REINFORCING STEEL REQUIRED PER IRC 8404.1.2.3.1.1. MASONRY : PER 2012 IBC WOOD : PER 2012 IBC NAILING : PER 2012 IRC NAILING PER TABLE R602.3(I), 8802.10 WIND: 85 MPH SEISMIC: ZONE - D2 V = see design calculations(Wdl) WEATHERING POTENTIAL: MODERATE FROST LINE: 12" E.F.P.: 4" BEAM: 6" BEAM: 45 PSF DOUGLAS FIR #2 fv = 85 fb = 815 PSI E = 1,600,000 4" POST: DOUGLAS FIR #2 6" POST: fv = 85 fb = 875 PSI E = 1,300,000 JOISTS * RAFTERS HEM FIR #2 8 STUDS: fv = 75 fb = 850 PSI E = 1,300,000 GLU-LAM BEAMS: fv = 240 psi fb = 2,400 psi (reduced by size factor, CF*KI) E = 1,800,000 psi NOTE: VARIATIONS FROM THE ABOVE LUMBER GRADES WILL BE NOTED ON THE PLANS. I. SUBFLOOR: T$G PLYWOOD OR OSB APA RATED STURD-I-FLOOR 16" O.G., 3/4" WALL 5 ROOF SHEATHING: APA RATED SHEATING 24/16 1/16" RECEIVED CITY OF TUKWILA MAY 032016 PERMIT CENTER FOOTING FOR 5" WALL - 18"x 12" FOOTING 18" BELOW GRADE #4 STUB STEEL - 48" o.c. VERT. UNLESS NOTED OTHERWISE date: 01/01/10 permit: revisions: 05-02-14 drawn by: Ro checked bu: SHEET rum APPROVED MAY 132016