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Permit D16-0083 - SAPPHIRE HOMES - LOT 1 - NEW SINGLE FAMILY RESIDENCE
SAPPHIRE HOMES INC - LOT 1 2910 S 135THST D16-0083 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 7346600116 2910 S 135TH ST Project Name: SAPPHIRE HOMES - LOT 1 COMBOSFR PERMIT Permit Number: D16-0083 Issue Date: 5/17/2016 Permit Expires On: 11/13/2016 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: SAPPHIRE HOMES INC 16834 SE 43RD ST, BELLEVUE, WA, 98006 TROY SCHMEIL 16834 SE 43RD ST , BELLEVUE, WA, 98006 SAPPHIRE HOMES INC Address: 16834 SE 43 ST, BELLEVUE, WA, 98006 License No: SAPPHHI867RH Lender: Name: 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: CONSTRUCTION OF A NEW 2714 SQ FT SINGLE FAMILY RESIDENCE WITH A 377 SQ FT ATTACHED GARAGE AND 143 SQ FT COVERED DECK Project Valuation: $361,697.61 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: V -B Electrical Service Provided by: TUKWILA FIRE SERVICE Fees Collected: $10,635.11 Occupancy per IBC: R-3 Water District: 125 Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 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: Volumes: Cut: 10 Fill: 10 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: 1 Street Use: Water Main Extension: Water Meter: No 41) Permit Center Authorized Signature: )44ItI h Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. ` ` Signature: Date( i' Print Name: 6417LC---(/ 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). 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) 13: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 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 55: Roof pitch shall be minimum 5:12, as redlined on sheet A2. 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 Combination Permit No. V Project No.: Date Application Accepted: Date Application Expires: (For o CON CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov cirie ice u�o)e nt COMBINATION PERMIT APPLICATION - NEW SINGLE FAMILY Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION Site Address: King Co Assessor's Tax No.: Lot 1 of L15-0013 2910 S 135th St Tukwila, WA (Lot 1) ?7 I y play) record in y 0-161(y032 , cl0000l gall% play) as 104-3 eiap1- door Ioc lio i PROPERTY OWNER Name: Troy Schmeil Name: Sapphire Homes Inc. City: Bellevue State: WA Zip: 98006 Address: 16834 SE 43rd St Email: callidusland@comcast.net City: Bellevue State: WA Zip: 98006 CONTACT PERSON — person receiving all project communication Name: Troy Schmeil Address: 16834 SE 43rd St City: Bellevue State: WA Zip: 98006 Phone: (425) 818-8829 Fax: Email: callidusland@comcast.net 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\Porms-Applications On Line\201I 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 2,714 square feet DETAILED BUILDING INFORAMTION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement 0 1s1 floor 1,110 2nd floor 1,604 Garage ►/ carport ■ 377 Deck — covered ►/ uncovered ■ 143 Total square footage 3,234 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 PLUMBING: 1 appliance vent 1 wood/gas stove fuel type: ❑ electric ® gas ventilation fan connected to single duct 1 water heater (electric) other mechanical equipment Value of plumbing/gas piping work $ 9500 3 1 bathtub (or bath/shower combo) dishwasher 5 lavatory (bathroom sink) water heater (gas) 1 0 bidet 0 floor drain sink 0 lawn sprinkler system 1 H:\ Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 5-9-11.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 0... Water District #125 m ...Letter of water availability provided SEWER DISTRICT ❑ ...Tukwila ❑ ...Sewer use certificate 0 .. Highline 0...Valley View ❑ .. Renton 0...Letter of sewer availability provided ❑ .. Renton 0 .. 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. SUV✓IITTED WITH APPLICATION (MARK BOXES WHICH APPLY): �' Civil Plans (Maximum Paper Size — 22" X 34") ❑ ...Technical Information Report (Storm Drainage) 0 ...Bond 0 .. Insurance 0 .. Easement(s) ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ ...Right -Of -Way Use - Potential disturbance 0 ..Construction/Excavation/Fill - Right -of -Way... ❑ -or- Non Right -of -Way.. ❑ ❑ ...Total Cut ❑ ...Total Fill Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control Cubic Yards Cubic Yards 'ermanent Water Meter Size ❑ ...Residential Fire Meter Size ❑ ...Deduct Water Meter Size ❑ ...Temporary Water Meter Size ❑ ...Sewer Main Extension ❑ .. Work In Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line " WO # " WO# " WO# Public ❑ - or - Private ❑ ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water )J woof m4ers 4sk 4e4A/44- o to%' ❑...Water Main Extension Public ❑ - or - Private ❑ FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line number of public fire hydrant(s) ❑ ...water 0 ...sewer ❑ ...sewage treatment MONTHLY SERVICE BILLING TO: Name: Sapphire Homes Inc. 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:\Apptications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-1 t.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 0 NER OR AUTHORIZED AGENT: ������, Signature: \ Date: Print Name: Troy Schmeil Day Telephone: (425) 818-8829 Mailing Address: 16834 SE 43rd St H:\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Bellevue WA 98006 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 SA Pf g� H E� (Q -q10 S./3s'Ir) If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost usim tes for reasonableness and, may adjust estimates. 'PERMIT # /(13 — 008 S 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. C. 2.0% of amount over $100,000, but less than $ 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 r $250 (1) mots /000,//`0oo/750 -- 2-75 to r� 455z -$424-ea- / X1'1 200,000 of A. Jo cubic yards cubic yards $ {l — 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 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for l s' 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1s1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees $ l (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION 15 (1+4+5) $ ' —0760 - 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) $ 1 �3 �% -9-80 (6) 7. Pavement Mitigation Fee $ ✓ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement mitigation fee. Approx. 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. $ 2; .- (8) QUANTITY IN CUBIC YARDS RATE — 50 or less $23.50 51 —100 $37.00 101-1,000 $37.00 for 1St 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 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 $ 13-7 is —e -8e (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 $ i0 f 3, `Bg I. Other Fees $' S3 $ /or; -9,00 (10) Total A through I 35 DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ IZ$( ,g-ee 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 1''-, (inches) Installation '\ Cascade Water Alliance, RCFC 01.01.2014 —12.,31:2015 ts Total Fee 0.75 $625 -'~-. , 005 $6630 1 $1125 -15,012.50 $16,137.50 1.5 $2425 X10,02,5 $32,450 2 $2825 $48,040 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 —$157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 01/01/14 Temporary Meter 0.75" $300 2.5" $1,500 3 4//2/l Clear Form 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 ?t i : ':,- SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK$15,695.62 ACCOUNT QUANTITY PAID 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 CSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I PermitTRAK ACCOUNT QUANTITY 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 SYSTEMS INSPECTION RECORD Retain a copy with permit INSP ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V6 -00 3 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: SAPP/4 We/?b 4TtS T e of Inspection: )3c' lc.b%,14- .k1.� L Address: 29/© , / 3S-174 SI -- Date Called: Special Instructions: Lo � Date Wantedj %� io 2,0//� a.m. p.m. Requeste : Phone No: RIApproved per applicable codes. Corrections required prior to approval. COMMENTS: rv Inspector: .45()itivii Date: ie 0 c 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 INSP ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION b'6 6093 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: c641... cP*4lYte / % Tyke of Inspection: t /Af . Date Called: Special Instructions: 2a1 Date Wa�e l / / (a A Request : Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: )Prali/be -1Z6 raik_ Inspector: mii., A Date: l 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 DM) POog3 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Pct: SiePPH ► ge' Aors Type of Inspection: Mall/we-AL + 1- Address: Date Called: Special Instructions:Date LUT / Wante / /p / Vo a.m. pm. Requeste : Phone No: ExApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: /l Date: 47)4 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. bib -OO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: ,' ,& /-i lee %]a''leS Ty a of Inspection: PL me4A F7Ai r1 Address:Date el%® S is - i Si Called: Special Instructions: Date Wanted: V i a.m. Requeste Phone No: WApproved per applicable codes. E Corrections required prior to approval. COMMENTS: Inspector:�� Date:, 1. //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 INSP ION 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 b/! -Clob3 Project: SAPPH we des TYPe of Inspection: GA PiP/, - r,1,4z. Address: 29/0 S )3S Sl"-- %Special Date Called: SpecialInstructions:p r Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. a Corrections required prior to approval. COMMENTS: Inspector: /444,4 1 Date: /t / 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD NOM Retain a copy with permit INSPE T'sN NO. PERMIT NO. b)c -®r te CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: /4690.)/iC' Ty a of Inspeytion: Si 6-YPSOt'I ,,14 Address: //aS )3.1174 Date Called: 5T Special Instructions: lr1 / Date Wane n,./6 Requester. Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: 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 1 /6 -00611 Project:Type A erN i !2t" ))o»Tts of Inspection: ANL //v vt4-Tia,J Address: 29/0 S /M sr- Date Called: a.mL p.m. Special Instructions: ,— 1 Date Want �fZ`�%� Requester: ! Phone No: Approved per applicable codes. 1__J Corrections required prior to approval. COMMENTS: Inspector: ,� Date: ��Z / 6 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cali to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: S4 PPP1-I I I CC /4,044S Ty f Inspection: e/i-nl / Ai& Address: 2//0 5 30.4 Sr' Date Called: Special Instructions: 47— 1 Date Wante�f / �/ /6 p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1)/6-053 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: .S,�Pai lint- 401,165 Ty of Inspection: 1i64 Al Ruinga-- Address: 29k2 S 13s1 S% Date Called: Special Instructions: Lor / Date Wan d�l t pAo �. :"' p.m. Requeste Phone No: Approved per applicable codes. a Corrections required prior to approval. COMMENTS: Inspector: /I 'tom'/ Date: /6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPE ION 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 -OV9 Project: <APRitee ICS Typ of Inspection: �A Ai ereN Address: 2910 S i 3 Cr} s7-' Date Called: Special Instructions: Date Wanted" /�/ z/ o .rryj p a. r 1 Requeste . Phone No: gjApproved per applicable codes. Corrections required prior to approval. COMMENTS: Ins pector/ 611 Date/%//6 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP ON 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 lyi-con Project: 1 PP t/2e libICS Tye of Inspection: fit 14- til (i f P'Af( Address: "//o S ) 3CM ST- Date Called: Special Instructions: i_.f�- / kr_ Gv Date Wal j.. ALl a. Request/ Phone No: ® Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: Date: 0/2//0,.. 2/ j0 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPE ION NO. INSPECTION RECORD Retain a copy with permit D(6 -co S 3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ,-. mi/6, Project: t �J Ire- Type of In`spe�on���ry � (`� Kos J `�.1 Called: Addr s: UT (0 (3f -)t• Date Special Instructions: e2 Itio/ Date Tell % 1 6 a.m. P.m. Requester:st�eri Phone No: ..ice W6 a3 6 2' ® Approved per applicable codes. tl Corrections required prior to approval. COMMENTS: Inspector:A 4744 Date:/z9 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD I Retain a copy with permit CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Dik—oo 3 Prp ject: r Type of In pection: Address: 2- 0 *,135ft- Date Cal ed: Special Instructions: arl(Gtif 6i"�� g /' Date W ted: a r �6 a.m. p.m. Requester: YZra Phon No: ?(3.6 3 6 53Ca Approved per applicable codes. E] Corrections required prior to approval. C ' MMENTS: Inspector: 4=c-- Date: is— (,6 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 166 INSPECTION RECORD Retain a copy with permit SPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P(6-0083 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: zt(0 .. (5s Si, Typ of In pgction: r Foo f i Gsf a (-tr - ek �.,; Ge. Ad ess::% , kq (L- Date Call d: Speci I Instructions: (4 4 W N . rf /vf _% � - Dat Wanytgd: —g "" ((i a.m. p.m. RegLiester: PhoVQK �h 3q6 836. Approved per applicable codes. Corrections required prior to approval. reMMENTS: a (-tr - ek �.,; Ge. s -k w kq (L- couGLS'- l ak Inspector.fc.) Date: 6 f� n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 9 (6-0e3.753 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: / ` SS .4 (v� Typ InspectiRn` ou�rV, JJ- O l V Addre s.d !O ` ' 3r-{1 st` Date Called: Special Instructions: /Ito Date Wanted: f ` f/ a.m. p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. MENTS: Inspector: Date' r ` 1� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. tr INSPECTION RECORD Retain a copy with permit IN 'iri' 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 Project: , I f1� /U5-�/� Type of In pQction: o r 7 Ad r ss: av© Se. fj Jf, Date Called: Special Instruction"s: /� �"�,t Date Wanted: 5--7j-q6, a.m. p.m. Requester. Phone No: Approved per applicable codes. Corrections required prior to approval. O M M ENTS: sem b cc \Ark ©K Inspector: f6, 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 +P (3 -- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: Fire Alarm: Typef Ins echo o Zc 6.01 vv, ----- Address:_ Suite #: 2/o 5. 5 Contact Pers Special Instructions: Phone No.: Approved per applicable codes. COMMENTS: Corrections required prior to approval. Sie—o — tots -5 "ASS- 64- itc _76 frf- a i>4.-A,,,f Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type:, Inspector: Date:/l, ' 0 Hrs.: $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: ) Sprinklers: Fire Alarm: Type of Inspection: Address: Suite #: � /0 � c- /3c- 3 Contact Person: Special Special Instructions: K-: 442_ -;pc---t ,..10,c, Phone No,: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: K-: 442_ -;pc---t ,..10,c, V 1 ik--f — Ne ---e- C`- J F 40...e.f i N ii - 1( c6S 5 r._,,.4 -4r- -Nc,.-, CLl 5" -i' --r- OC"- --%A._ <; /-•.,u ck-C 4 (4c w- Vk( /5 c li',4-///r ‘-/-Ac.,_ . ; / ---- d4 d 2- /' e s Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 1 ice" 3 Date: /o// 51/ Hrs.: /_ v { $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 b -- O©3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Pnk� 4s�1' Sprinklers: Fire Alarm: Type of Inspection: NP's Address. Suite#: 2 9I , 1 -A-,.....,, S Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: c Jz- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: l Inspector y 5 ' 3 Date: /0/2..e/, c Hrs.: / G 4$100.00 JtEINSPECTION 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 SAPPHIRE SHORT PLAT 'TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL DEPARTMENT OF ASSESSMENTS CITY..::OF-.TVKWILA FILE NO. L15-0013 .-.... Reviewed and approved by the Short Subdivision Committee and Examined and approved this2..5A15.. day or_rftak 3-.CAAI''‘ \•64/ I\ till' Assesscutiv\ ,at' of Micmac.hereby certified for filing 711epartruentoftarrununityDevetopment .6300 SobtkplanpulcEalia.wa.us Telephaj# (2013) 431-3870 FAX (208)431-3880 CO clic/ o ••.- utisrienter Boulevard, Tukwila, WA 98188 this DECLAIR'ATIi)N Knoy:all men by•Aese .piesent that ye,-threundersigned, ...elyeber(s) in fee,simple...Of the land -herein described do hereby make a short:iubdiviiion thereof pursuant to ROW.. 58.17.060 and ocknowledge that said suedivItion shalt not be further divided in,any manner withlr1.-a period:bf five year.% from date, of. rec.ded, withoilf the filirt.g.of .a finociplat. ThejUndersigned" 'EXISTING LEGAL DESCRIPTION An-dier declare this short at beS-the graphic representation of said short,Subdivision and Inc same is mode with the free consent and- in accordance with the desireof ttre owner(s). IN W1TNESSWHEREQF we set 0kif hands and • ...• Chalrpersdc Sh&t Subdivision Committee 201(1_ Deputy Assessor Account Number 7346600116 OOJL RECORDING NO. VOL /PAGE •34-0//7.9 PORTION OF 4 _SE _1/4 of _NE_1/4. s._ 23 N., R. _E., W.M. P INCIP7 Sapphire Homes, Inc. , a Washington corporation, Ohana Financial Services Trustee • ... pi STATE OF trOrICCL•tagrACL ) ti COUNTY OF Elm_) I CERTIFY THAT 1 KNOW OR HAVE SATISFACTORY EVIDENCE THAT ) SS -Ton Sr,krn e, I SIGNED -THIS DEDICATION AND ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE NSTRUbtENT AND ACKNOWLEDGED IT AS THE S OF-,..Sol-42.4144•1.-1-2-ies .----. TO 8E'THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES'AND. PURPOSES MENTIONED IN THE INSTRUMENT. •" •• ... " - DATED •la, i it.f2:::- '',.. . • • • . SIGNATURE OF $,..i NOTARY PUBLIC , PRINTED NAME OF0 ,, . •:,.:," ••D ,..:.; NOTARY PUBI.JD. . • •••••••6;.‘ ..-..'-nmE A.Ityi: lei.St....13:74rd- Te,,ti. .:" MY APPOINTMENT EXPIRES )0-0,-avil - -•,,. MJ APPROVALS PARCEL WF CITY OF W8'W1LA LOT LIN,ADJUSTMENT L15-0012, RECO -... "CINDER KING COUNTY'RECORDING Num66 2015070190001O RECORDS 0 :touNLY, WASHINGTON. •'-' . ,. ........ •:-.,. •-:' ..., .....' '''.... ....,'• •..r.,-. EASEMENT AND RESTRICTIONSii; , ,. - ..y.•. r: -.-- .. .. (FROM CHICAGO TITLE COMF4My:::bF WASHINGTOW.COMMITMEFIT.Na ..f.' "0026214 610 DATEEyOctober 9...2014 at 0800AM. ). .„..,........ '''''' 1. The .pi-operty is subject to Retarding No4..581,5736:Which 'le- a 3 to • ... . easerrient for the'purpose of.sewer line grid iewerrIthe facillyis. This i shoiin on the..drawing. ,,,. .. .. .. . . 2. Reeorcing„...No.: 20070206001109 i.:•an easeprent for utilities and'''. vehicular arid pedestrionringress, egress ond„ticcess; This affreCtsr 20 f adjoining the east lino.'of said preMises .:. 3. The property is subjeet to Jtec. No..j20090421000236,fihe effect, any, of underground agreenieni, waiveto under grounding ordinar, obligation for future under grounding ..'iocluding.ihe teens and prilvisions thereof Recorded: April 21, 2009 . • 4. The property is subject to covenants, conditions, reStrictions, reciterd,':•.... reservations, easements, easement provisions, dedicatione, building setback lines, notes and statements, if any, of City of Tukwila Shiird..Plat Number ...r'. L11-035 recorded under recording number 20120209900004 .............. gimmim=11•1•62riesr ... SURVEY NOTES: 1. Field data for this survey was obtained by direct field measurements. Angular and linear relationships were measured., with a Topcon GTS225 theodolite and -'efectrenic rila0Pring device, supplemented by a steel tape. Traverse methods used in performing this survey meet.s.ar.exceeds Ste standards contained in WAC Sibte„of Washington 332130,1090. County. a( r . . This skivey has .rbeen prepored-for„the exclusive use • of partteS whose riernespoprear hereon Orgy,. and does Q4'4, •• •• not saitrend to ally uarraMed third parties withast xpi'ess recert.iftcotren ' by the land -surveyor. " BASIS,OF.f3EARIN6 -• -5A9eOF BEARING ARE .THE FOUND MONUMEI:fit AT. THE see EAST 1/4 OF SECTION 18',..I23t4:134E, W.M. AND THE w KIBB COUNTY FINANCE DDASION I certify that all properly bites are paid and that a deposit has Oen' made to' dont ...mod to pay the tames for the followingi‘ar, thallbaroar.seedelinqeoet special assessments careevie to this office for canoed* • d that all spadel assessmeets on any of the zo.,,,,,.„ property herein did as streets, alieysror for other public use are paid In full ,,.. Tills - -1 al -Or 20 --`,.,,.... 4kigt-o-u-'nly Treasurer 1431181.1M Deputy King NORTHEAST CORNER OF SECTION 1.6;•Tg3N, SHOWN ALSO 04-19,NO COUNTY RECORD'OF SURVEY REFERENCES • •• •• .• 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 „r. 10%0083 LAND SURV YOR'S CERTIFICATE SURVEY FOR: RECORDER'S CERTIFICATE I, Richard L. Schroeter, registered as a land surveyor by the _ State of Washington, certify that this plat is based on an OWNER: filed for record this-2—C4Noy of A'AW20./4..ae!..,04.-.1 actual survey of the load described herein, conducted by me SAPPHIRE HOMES, INC. or under my supervision; that the distances, courses and in book.,39-af at page/Z.9.ot the request of angles are shown thereon correctly: and that monuments - .„-, 23. other than thoseants approved for setting of a Icier AA date Y; lot corners staked on the ground as 4 Mgr. Supt..2 dep NAME CERTIFICATE NO. NE corner Sec. 16, r23N, R4E, .M. Found 3" brass disk in concrete in nose (not visited this survey) So. 128th Street Found brass tack in lead in concrete in case - 2/18/15 Found monument is 1.79' south of the intersection of Sc. 135th Street. Monument is based on the based on the Plot of Riverton Acre Tracts, Vol. 11, page 100. 5139'55'03"E 615.08' So. 7,35th Street :NoTf:, TO SCALE • ••• Fest 1/4 corner Sec. 16, T23N, R4E, W.M. Found 3.7 -brass disk in concrete in case 11/13/10 .•- • • j.; gg (\j .,.CONTROL rem RECEIVED CITY OF TUKWILA MAR 29 2016 PERMIT CENTER VICINITY ADDRESS: 16843 SE 43RD ST. ISSAQUAH, WA 98027 SCHROETO PROFESSIONAL,'LAND SURVEYOR P.O. Bid* 813, Senhurst-Vashinglr.on 98060.A206) 245:,6061' ''"•Et4irtit,$ SCHREIETERSURV.EY@COHCAS.T.NET OWN. BY 0411 T/13/16 JOB Na fi36/29 DATE. Flab 3/16/155 LAW PROJECt A10.15017SP 3 CRIED. BYSHEET '1, ...,1,gritF 1iiir �aL 300 1PG 79 5 0 SNI p Oo2J Jo; Poll m. v -,,.0Q.1 °o z ••i O mak: •m O D, O D m y ]SD 0(0`1.1:.:05 0 00 m T p "A,. 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Aa•�YOL 3�0 �W'1A v a .�i z 0 6 N 0 o D Z 600 L00Z l l IS LOZ .agwnN 6u)p,O00a 0ua0 0003 AVM ,S0 M„ LZ,S LOON £6'66 £6'68 3..LZ,SLOOS r O IV A cn C3 Lom D O m O ti — ur g Dvov...Z cam _o w � 1'68 Z N3N3SV34S6380S • S38 ONt ,OZ 9g0 Z 38NOON ONIO:1Q03?M„Z,S LOON OZ 0 N yea ori” '0 OmZD „ `-)A 9fLt 196#'?°81 0u.W0000 19096 0004 0- z o v m Z 0 co _('0 8 p V ;•'� rn : r D A m a Z O N O 0 NOLLd30Xg 1004 S6 1Sb�3.3H1'•YO 3NI1 1S3M •dl •DD8 /00,71111/11 DOJO pas0pua 6upoiz3 86'64 20' ,56:¢4 ..: •'-1 -,8B'661 3_ 0,S LOOS —�`'liga ,9f2c18S#i 'oa21 ON 0uowac0a, .40090 100; f- 06 6 0, 785815.-- --.—� ,06 641 M„ LZ,S LOON NOILd3OX3 1003 06 1S"V3 31-11 3O 3NI1 1039 Prescriptive Energy Code Compliance for Climate Zones 6, 5 and Marine 4 Project Information Contact Information Plan 271:. Nash and Associates Architects 425-828-4117 ext 105 J This project will use the requirements of the Prescriptive 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 by-itriperm : Authorized Representative Date Climate Zone 5 & Marine 4 6 R-Valuea U-Factora Fenestration U-Factorb Skylight U -Factor Glazed Fenestration SHGC" Ceiling Wood Frame Wall9.k'l Mass Wall R Value' Floor Below Grade Wall`.k 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 491 0.026 49 0.026 21 int 0.056 21+5ci 0.044 21/21h 0.056 21+5h 0.044 309 0.029 30g 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 *Table 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 ##�� r Dwelling units less than 1500 square feet in conditioned floor area with less thanCbrtpeiton area. Additions to existing building that are less than 750 square feet of heated BODE COMPLIANC 02. Medium Dwelling Unit: 1.5 points APPROVED All dwelling units that are not included in #1 or #3, including additions over 750 sq are fe 03. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. MAY 1 3 2016 Table R406.2 Summary Option Description Credit(s 1a Efficient Building Envelope la 0.5 lb Efficient Building Envelope lb 1.0 lc 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 Cof Tukwila BUILDING u IVISION , Civ 4FYUKWILA ity o MAR 29 2016 ❑❑ PERMIT CENTER ❑ 1200 kwh 1.50.0 1.50 bUo'OOS3 Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a l-value_aare 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 2714 Vertical Glazing (Windows and glazed doors) Plan Component ID Description Glazing Ref. U -factor Contact Information raJ O. =.rar y < Vinyl`'Frai Vinyl 'injrl Frame; 03! 03 0 30' 0.30'' inyi rams: Inyl 'rta"rni 0;'30 030 Vinyl Frame' �r,Vinyl Frame :N .1 my! Fr i e`, 0';:3 Imp rar t_ - E3 0: w' ' .. rF • f• R402.3.3 Exception (15 sq. ft. max.) Width Height Qt. Feet Inch Feet Inch 2:00 1= 5 2 8;,' 6;'V 3 rt 6 4 00; 6 II l: • Glazing Area UA 42.0 12.60 6.0 1.80 25.0 7.50 16.0 4.80 64.0 19.20 32.5 9.75 52.0 15.60 18.0 5.40 5.0 1.50 10.0 3.00 80.0 24.00 32.0 9.60 12.0 3.60 24.0 7.20 36.0 10.80 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 0.00 454.5 136.35 0.30 Simple Heating System Size: Washington State This hgatina;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 2714 Or OH tP D Contact Information Heating System Type: To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instructions _ Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) Average Ceiling Height Instructions Average Ceiling Height (ft) Glazing and Doors Instructions 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 a Floors Instructions R-30 Design Temperature Difference (AT) AT = Indoor (70 degrees) - Outdoor Design Temp 2,714 8.5 U -Factor 0.30 Conditioned Volume 23,069 X Area 498 UA 149.40 U -Factor X Area = UA 0.026 43.37 U -Factor U -Factor 0.056 U -Factor 0.029 Below Grade Walls (see Figure 1) U -Factor Instructions - W 110 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 on Grade in this project. Location of Ducts Instructions Conditioned Space F -Factor F -Factor 1,668 Area UA Area UA 2,760 154.56 Area UA 48.37 1,668 Area UA Length UA Length UA Duct Leakage Coefficient 1.00 Sum of UA 395.70 Envelope Heat Load Sum of UA X AT Air Leakage Heat Load VolumeX 0.6XATX.018 Building Design Heat Load Air Leakage + Envelope Heat Loss Building and Duct Heat Load 34,177 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 47,848 Btu / Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Dud Heat Loss X1.25 for Heat Pump 53 20,972 Btu I Hour 13,205 Btu / Hour 34,177 Btu l Hour (07/01/13) ' NASH & ASSOCIATES , +L ARCHITECTS 0-p LE) , ., PLAN 2714 BEAM, LATERAL AN ) REVIEWED FOIi SEISMIC CALCULATIO' AEPR°RoPV o �� MY 13 2616 . City of Tukwila -- BUILDING DIVISION 2512 REGISTERED AtCHITE CITY OFTUKWILA MAR 2 9 2016tY GARY T.. STATE OF 1Ai I PERMIT CENTER b 1 (fr OD 2012 IBC 3 JULY1, 2013 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW. NASH—ARCHITECTS. COM ❑ I NASH & ASSOCIATES BEAM DESIGN DATA CLIENT: y❑ PROJECT: ARCHITECTS DATE: 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 ❑ PLAN 2714 BeamChek v2014 licensed to: Nash Jones Anderson Architects Reg # 6464-622 RB -1A Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Date: 1/16/15 3-1/8x 10-1/2 GLB 24F -V4 DF/DF Lu = 0.0 Ft NDS 2012 Min Bearing Area R1= 6.9 in2 R2= 6.9 in2 (1.5) DL Defl= 0.11 in Recom Camber= 0.16 in Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl LL Max Defl 8.0 ft 7.97 # 64 # 9024 '# L / 240 L/360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 2800 # 4512 # 4512 # 3525 # L / 422 L/ 809 Reaction 2 LL Reaction 2 TL 2800 # 4512 # Section (in3) Shear (in2) TL Defl (in) LL Defl 0.12 0.27 OK 45% Fb (psi) Fv (psi) E (psi x mil 57.42 45.12 OK 79% 32.81 22.03 OK 67% 0.23 0.40 OK 57% Fel. (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: 700 Uniform TL: 1120 = A Uniform Load A R1 = 4512 R2 = 4512 SPAN = 8 FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2714 BeamChek v2014 licensed to: Nash Jones Anderson Architects Reg # 6464-622 RB -1B Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Date: 12/05/14 4x 10 DF -L #2 Lu = 0.0 Ft NDS 2012 Min Bearing Area R1= 3.1 in2 R2= 3.1 in2 (1.5) DL Defl= 0.03 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 6.0 ft 7.87 # 47 # 2915 '# L/240 L / 360 Reaction 1 LL 1200 # Reaction 1 TL 1944 # Maximum V 1944 # Max V (Reduced) 1444 # TL Actual Defl L / >1000 LL Actual Defl L / >1000 Reaction 2 LL Reaction 2 TL 1200 # 1944 # Section (in3) Shear (in2) TL Defl (in) LL Defl 49.91 32.39 OK 65% 32.38 12.04 OK 37% 0.06 0.30 OK 20% 0.03 0.20 OK 16% Fb (psi) Reference Values 900 Adjusted Values 1080 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use Fv (psi) E (psi x mil Fc (psi) 180 180 1.6 1.6 625 625 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: 400 Uniform TL: 640 = A Uniform Load A R1 = 1944 0 R2 = 1944 SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2714 BeamChek v2014 licensed to: Nash Jones Anderson Architects Reg # 6464-622 RB -2A Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Date: 12/05/14 3-1/8x 9 GLB 24F -V4 DF/DF Lu = 0.0 Ft NDS 2012 Min Bearing Area R1= 5.2 in2 R2= 5.2 in2 (1.5) DL Defl= 0.05 in Recom Camber= 0.08 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 6.0 ft 6.83 # 41 # 5071 '# L / 240 L / 360 Reaction 1 LL 2100 # Reaction 2 LL Reaction 1 TL 3381 # Reaction 2 TL Maximum V 3381 # Max V (Reduced) 2535 # TL Actual Defl L / 631 LL Actual Defl L / >1000 2100 # 3381 # Section (in3) Shear (in2) TL Defl (in) LL Defl 42.19 25.35 OK 60% 28.13 15.85 OK 56% 0.11 0.30 OK 38% 0.06 0.20 OK 30% Fb (psi Fv (psi) E (psi x mil) 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: 700 Uniform TL: 1120 = A Uniform Load A 0 R1 = 3381 0 R2 = 3381 SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2714 BeamChek v2014 licensed to: Nash Jones Anderson Architects Reg # 6464-622 RB -2B Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Date: 12/05/14 3-1/8x 9 GLB 24F -V4 DF/DF Lu = 0.0 Ft NDS 2012 Min Bearing Area R1= 2.4 in2 R2= 4.8 in2 (1.5) DL Defl= 0.05 in Recom Camber= 0.08 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 6.0 ft 6.83 # 41 # 4912 '# L/240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl L / >1000 900 # 1563 # 3106 # 2621 # L / 737 Reaction 2 LL Reaction 2 TL 1800 # 3106 # Section (in') Shear (in2) TL Defl (in) LL Defl 42.19 24.56 OK 58% 28.13 16.38 OK 58% 0.10 0.30 OK 33% 0.05 0.20 OK 23% 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 1500 Pt loads: R1 = 1563 B = 2708 4.0 100 400 H=160 I = 640 H B R2 -3106 SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft. 0 4.0 4.0 6.0 PLAN 2714 BeamChek v2014 licensed to: Nash Jones Anderson Architects Reg # 6464-622 B1 -A Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Date: 12/05/14 5-118x 15 GLB 24F -V4 DF/DF Lu = 0.0 Ft NDS 2012 Min Bearing Area R1= 14.2 in2R2= 14.2 in2 (1.5) DL Defl= 0.21 in Recom Camber= 0.31 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 13.0 ft 18.68 # 243 # 29970 '# L/240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 5590 # 9221 # 9221 # 7448 # L / 372 L/ 734 Reaction 2 LL Reaction 2 TL 5590 # 9221 # Section (in3) Shear (in2) TL Defl (in) LL Defl 192.19 149.85 OK 78% 76.88 46.55 OK 61% 0.42 0.65 OK 65% 0.21 0.43 OK 49% Fb (psi) Fv (psi) E (psi x mil Fc (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 N/A 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 860 Uniform TL: 1400 = A Uniform Load A R1 = 9221 R2 = 9221 SPAN = 13 FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2714 BeamChek v2014 licensed to: Nash Jones Anderson Architects Reg # 6464-622 B1 -B Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Date: 12/05/14 4x 10 DF -L #2 Lu = 0.0 Ft NDS 2012 Min Bearing Area R1= 5.4 in2 R2= 3.5 in2 (1.5) DL Defl= 0.03 in Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl LL Max Defl 5.0 ft 7.87 # 39 # 3352 '# L/ 240 L / 360 Reaction 1 LL 1960 # Reaction 2 LL Reaction 1 TL 3375 # Reaction 2 TL Maximum V 3375 # Max V (Reduced) 2814 # TL Actual Defl L / >1000 LL Actual Defl L / >1000 1240 # 2208 # Section (in3) Shear (in2) TL Defl (in) LL Defl 49.91 37.24 OK 75% 32.38 23.45 OK 72% 0.05 0.25 OK 21% 0.02 0.17 OK 15% 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: 400 Uniform TL: 720 = A Point LL Point TL Distance 1200 Pt loads: R1 = 3375 B = 1944 1.0 Uniform Load A B R2 = 2208 SPAN =5 FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2714 BeamChek v2014 licensed to: Nash Jones Anderson Architects Reg # 6464-622 B-2 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Date: 12/05/14 3-1/8x 9 GLB 24F -V4 DF/DF Lu = 0.0 Ft NDS 2012 Min Bearing Area R1= 3.7 in2 R2= 3.7 in2 (1.5) DL Defl= 0.06 in Recom Camber= 0.09 in Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl LL Max Defl 8.0 ft 6.83 # 55 # 4855 W L / 240 L/360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 1840 # 2427 # 2427 # 1972 # L / 524 L/775 Reaction 2 LL Reaction 2 TL 1840 # 2427 # Section (in3) Shear (in2) TL Defl (in) LL Defl 42.19 24.27 OK 58% 28.13 12.33 OK 44% 0.18 0.40 OK 46% 0.12 0.27 OK 46% Fb (psi) Fv (psi) E (psi x mil) Fc (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: 460 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 2714 BeamChek v2014 licensed to: Nash Jones Anderson Architects Reg # 6464-622 B-3 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Date: 12/05/14 3-1/8x 9 GLB 24F -V4 DF/DF Lu = 0.0 Ft NDS 2012 Min Bearing Area R1= 4.5 in2 R2= 4.5 in2 (1.5) DL Defl= 0.10 in Recom Camber= 0.15 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 8.0 ft 6.83 # 55 # 5815 '# L/240 L/360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 1920 # 2907 # 2907 # 2362 # L/419 L / 743 Reaction 2 LL Reaction 2 TL 1920 # 2907 # Section (in') Shear (in2) TL Defl (in) LL Defl 42.19 29.07 OK 69% 28.13 14.76 OK 52% 0.23 0.40 OK 57% 0.13 0.27 OK 48% Fb (psi) Fv (psi) E (psi x mil) 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: 480 Uniform TL: 720 = A Uniform Load A R1 = 2907 R2 = 2907 SPAN = 8 FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2714 BeamChek v2014 licensed to: Nash Jones Anderson Architects Reg # 6464-622 B -4A Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Date: 12/05/14 5-1/8x 15 GLB 24F -V4 DF/DF Lu = 0.0 Ft NDS 2012 Min Bearing Area R1= 11.2 in2 R2= 11.2 in2 (1.5) DL Defl= 0.10 in Recom Camber= 0.14 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 11.0 ft 18.68 # 205 # 15937'# L/240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 4290 # 7272 # 7276 # 5627 # L / 718 LL Actual Defl L/>1000 Reaction 2 LL Reaction 2 TL 4290 # 7276 # Section (in3) Shear (in2) TL Defl (in) LL Defl 192.19 79.68 OK 41% 76.88 35.17 OK 46% 0.18 0.55 OK 33% 0.09 0.37 OK 24% Fb (psi) Fv (psi) E (psi x mil 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: 80 Uniform TL: 100 = A Point LL Point TL Distance Par Unif LL Par Unif TL Start End 2100 2100 Pt loads: R1 -7272 B = 3381 C = 3381 3.0 700 H = 1200 9.0 1 = 80 700 J = 1200 J H Uniform Load A B C R2 -7276 SPAN = 11 FT Uniform and partial uniform loads are lbs per lineal ft. 0 3.0 9.0 3.0 9.0 11.0 PLAN 2714 BeamChek v2014 licensed to: Nash Jones Anderson Architects Reg # 6464-622 B4 -B Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Date: 12/05/14 3-1/8x 9 GLB 24F -V4 DF/DF Lu = 0.0 Ft NDS 2012 Min Bearing Area R1= 4.5 in2 R2= 4.5 in2 (1.5) DL Defl= 0.13 in Recom Camber= 0.20 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 8.0 ft 6.83 # 55 # 5815 '# L / 240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 1600 # 2907 # 2907 # 2362 # L/400 L/891 Reaction 2 LL Reaction 2 TL 1600 # 2907 # Section (in3) Shear (in2) TL Defl (in) LL Defl 0.11 0.27 OK 40% E (psi x mil 42.19 29.07 OK 69% 28.13 14.76 OK 52% 0.24 0.40 OK 60% Fb (psi) Fv (psi) 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: 400 Uniform TL: 720 = A Uniform Load A R1 = 2907 R2 = 2907 SPAN = 8 FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2714 BeamChek v2014 licensed to: Nash Jones Anderson Architects Reg # 6464-622 B-5 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Date: 12/05/14 4x 10 DF -L #2 Lu = 0.0 Ft NDS 2012 Min Bearing Area R1= 3.3 in2 R2= 3.3 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 4.75 ft 7.87 # 37 # 2419 '# L / 240 L / 360 Reaction 1 LL 1615 # Reaction 1 TL 2037 # Maximum V 2037 # Max V (Reduced) 1376 # TL Actual Defl L / >1000 LL Actual Defl L / >1000 Reaction 2 LL Reaction 2 TL 1615 # 2037 # Section (in3) Shear (in2) TL Defl (in) LL Defl 49.91 26.88 OK 54% 32.38 11.47 OK 35% 0.03 0.24 OK 12% 0.02 0.16 OK 13% Fb (psi) Fv (psi) E (psi x mil) Fci. (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: 680 Uniform TL: 850 = A Uniform Load A R1 = 2037 R2 = 2037 SPAN = 4.75 FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2714 BeamChek v2014 licensed to: Nash Jones Anderson Architects Reg # 6464-622 GB -1 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads Date: 12/05/14 5-1/8x 16-1/2 GLB 24F -V4 DF/DF Lu = 0.0 Ft NDS 2012 Min Bearing Area R1= 10.0 in2R2= 10.7 in2 (1.5) DL Defl= 0.26 in Recom Camber= 0.38 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 16.0 ft 20.55 # 329 # 28498'# L / 240 L/ 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 3840 # 6524 # 6924 # 5906 # L/417 L / 938 Reaction 2 LL Reaction 2 TL 3840 # 6924 # Section (in3) Shear (in2) TL Defl (in) LL Defl 0.20 0.53 OK 38% 232.55 143.15 OK 62% 84.56 36.91 OK 44% 0.46 0.80 OK 58% Fb (psi) Fv (psi) E (psi x mil Fc (psi) Reference Values 2400 Adjusted Values 2389 240 240 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 0.995 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: 480 Uniform TL: 720 = A Point TL Distance Pt loads: R1-6524 B = 800 C = 800 8.0 12.0 Uniform Load A B C R2 6924 SPAN = 16 FT Uniform and partial uniform loads are lbs per lineal ft. NASH &ASSOCIATES WIND AND SE I SM I G DESIGN DATA PER 2012 IBG - JL CLIENT: PROJECT: ARCHITECTS DATE: NAME: * IN D WIND DESIGN CRITERIA DESIGN PER ASCE 1-10 I. NOMINAL/ULTIMATE WIND SPEED V/asd / Vult 55/110 mph 2. RISK CATEGORY II 1.00 3. WIND EXPOSURE CATEGORY "B" 4. INTERNAL PRESSURE GOEFFIGENT +/-55 5. COMPONENTS AND CLADDING DESIGN PRESSURE +/- 16 psf BUILDINGS, STRUCTURES, AND PARTS THEREOF SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH STRENGTH DESIGN, LOAD, AND RESISTANCE FACTOR DESIGN, ALLOWABLE STRESS DESIGN, EMPIRICAL DESIGN OR CONVENTIONAL CONSTRUCTION METHODS, AS PERMITTED BY THE APPLICABLE MATERIAL CHAP BUILDINGS, STRUCTURES, AND PARTS THEREOF, SHALL BE DESIGNED TO WITHSTAND AS DEFINED IN SECTION 1609 AND ASCE 1-10 SIMPLIFIED METHOD TO BE USED FOR WIND DESIGN PER ASCE 1-10, SECTION (BUILDING HEIGHT IS LESS THAN 160 Fttl) 110 MPH ULTIMATE WIND SPEED USE 1a.6 PSF PER TABLE 21.6.1 "EXPOSURE B" WOOD DESIGN PER SECTIONS 2304-2306. STRUCTURES USING WOOD C'I !EAR AND DIAPHRAGMS TO RESIST WIND, SEISMIC, AND ALL OTHER LATERAL LOADS BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AF t PA SDPWS AND OF SECTIONS 2305-2306 SEISMIC DESIGN DATA i LR, 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/SECTION I. SEISMIC IMPORTANCE 2. SHORT PERIOD ACCELERATION 3. I SECOND ACCELERATION 4. SITE GLASS 5. SPECTRAL RESPONSE S. SPECTRAL RESPONSE 1. SEISMIC DESIGN CATEGORY S. SEISMIC FORCE RESISTING 9. DESIGN BASE SHEAR 10. SEISMIC RESPONSE II. RESPONSE MODIFICATION 12. ANALYSIS PROCEDURE 13. RISK CATEGORY THE ANCHORAGE OF DESIGNED IN ACCORDANCE IN STRUCTURES ASSIGNED AND THEIR CONNECTIONS MAXIMUM tri-EGTS AS BASE SHCAR V= (F ANCHOR BOLTS: 5/5" PER USGS, THE MAXIMUM THIS ANALYSIS ARE BASED IF RISK CATEGORY IS I, 1613 FACTOR le 1.00 Ss 1.66 *see footnote at bottom Si 0.148 *see footnote at bottom D (default class per IBC) GO Lt 1 (GENT SDs 0.912 *see footnote at bottom COEFFICENT SD, 0.148 *see footnote at bottom D SYSTEM PLYWOOD SI ICAR WALLS (see seismic calculations) COEFFICENT C5 0.13 FACTOR R 6.5 EQUIVALENT LATERAL FORCE II WALLS SUPPORTING CONSTRUCTION SHALL BE BE WITH ASCE 1-10, SECTION 12.11.2 TO SEISMIC DESIGN CATEGORY C -F, COLLECTOR ELEMENTS TO VERTICAL ELEMENTS SHALL BE DESIGNED TO RESIST SPECIFIED IN ASCE 1-10, SECTION 12.10.2.1 SDs/W W DIA X 10", A301 OR BETTER W/ 1" MIN. EMBEDMENT. V= SI IN THE STATE OF WASHINGTON IS 0.148. ALL SEISMIC UPON THIS NUMBER. SINGE 5115 LESS THAN 0.15, THEN II, OR III 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWPT. NASH— ARCHITECTS. COM J -0. 1 1 6. J 1 l a e 6. i n I I 1 1 J t2P,1 p3riZY 26,E u IMP a I LATERAL C ALC ULATIO NS CLIENT: NASH & ASSOCIATES WIND WORKSHEET PROJECT: ARCHITECTS PER IBC 12 DATE: 85 MPH/I10 MPH NOMINAL/ULTIMATE WIND SPEED NAME: 19.6 PSP 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 iv P (i$x4.I6J y6 3 3' 43b UP& 05)(0(4066) 2ilh ifz' 63 -- PjP (nYqiciqq,I I/3 tall /9 / pg --- Bv9 61)(44'741 ` 5/16 IS 3(1/ Pi yip tL' (yqkt4,61 ' 1w1 / S 494 --- bow Seal(mC 14-? 6yb st4Z Z61 76y P/-y// Zo140v ((SXa x«tG) +Zb yb 1 slit z Z6-s 191 Pk" A rn/ (1.4)(4x14161 + (4171 i q las$ t43q Ph3il Bow 74 x g x t Qteo ) f-5116 C211..- 102'42 U 46 5 t IZ 3 x Gov✓ 6t444,61414tI Z$ZZ, 5,5,' S13 PPV1 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 t 2 my WWW. NASH— ARCHITECTS. COM NASH & ASSOCIATES SEISMIC ANALYSIS PER IBC 12 1 • I CLIENT: PROJECT: ARCHITECTS DATE: NAME: Weight of Building: - 9.50 #/ft - 0.15 #/ft Plywood - 1.50 #/ft ® 24" o.c. - 1.75 #/ft Insulation - 2.25 #/ft GWB Ceiling - 2.00 #/ft Roof Assembly: Asphalt Shingles - Felt - 1/2" Plywood - Trusses ® 24" o.c. R-38 Insulation - 1/2" GWB Ceiling - Total Use 1st & 2nd Floor Assembly: Carpet / Pad - 3/4T&G Plywood 2x10 ® 16" o.c. - 1/2" GWB Ceiling - Total Use Interior Wall Assembly: 1/2" GWB - 2X4 ® 16" o.c. - 1/2" GWB - Total Use 2.00 #/ft Cedar Shakes - 2.25 #/ft Tile 0.15 #/ft Felt - 0.15 #/ft Felt 1.50 #/ft 1/2" Plywood - 1.50 #/ft 1/2" - 1.75 #/ft Trusses ® 24" o.c. - 1.75 #/ft Trusses 2.35 #/ft R-30 Insulation - 2.25 #/ft R-30 2.00 #/ft 1/2" GWB Ceiling - 2.00 #/ft 1/2" 9.75 #/ft Total 9.90 #/ft Total 10.00 #/ft Use 10.00 #/ft Use 0.50 #/ft Hardwood - 2.50 #/ft - 2.50 #/ft 3/4" T&G Plywood - 2.50 #/ft 2.30 #/ft 2x10 ® 16" o.c. - 2.30 #/ft 2.00 #/ft 1/2" GWB Ceiling - 2.00 #/ft 17.90 #/ft 18.00 #/ft 7.30 #/ft Total 9.30 #/ft 10.00 #/ft Use 10.00 #/ft Exterior Wall Assembly: 2.00 #/ft 3/4" Wood Siding - 2.30 #/ft 1.10 #/ft 1/2" Plywood - 1.50 #/ft 2.00 #/ft 2x6 ® 16" o.c. - 1.37 #/ft 5.10 #/ft R-21 Insulation - 2.10 #/ft 8.00 1/2" GWB - 2.00 #/ft #/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 WWW. NASH-ARCHITECTS. COM (425) 822-1918 L CLIENT: NASH & ASSOCIATES SEISMIC ANALYSIS PROJECT: ARCHITECTS PER IBC 12 DATE: NAME: 2 SEISMIC: V = (C,) (Wdl) (Plywood) 2nd Level: Roof: (Asphalt / Cedar Shake) 10#/ft X fb f 0 sf = /6 9O0 or (Tile) 18#/ft X sf = Exterior Walls: L x 10#/sf x 1/2 (h) gee) (E ) 172 Sr1 ok14 Interior Walls: L x 8#/sf x 1/2 (h) /7s)( S‘OID (Is) TOTAL: = 1st Level: Roof: (1st Floor Roof) 10#/ft X sf = 2nd Floor: 10#/ft X sf = Exterior Walls: (E2) + L x 10#/sf x .1/2 (h) , y S 3 Q (E1) 6$8o4- rho 1rlo xu•r Interior Walls: (12) + L x 8#/sf x 1/2 (h) Qt,� Sboo 4"' ok v`T O (I1) So k ar TOTAL: = 3 g050 6SN30 Basement: 1st Floor: 10#/ft X sf = Exterior Walls: (E1) + L x 10#/sf x 1/2 (h) Interior Walls: (Ii) + L x 8#/sf x 1/2 (h) TOTAL: = - 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW. NASH— ARCHITECTS. COM L Li CLIENT: NASH & ASSOCIATES SEISMIC ANALYSIS PROJECT: ARCHITECTS PER IBC 12 DATE: NAME: 3 BASE SHEAR: BASE 511LAR V= (F S05/R) W V= F (.(112)/65= .141 LEVEL 2: Wdl Za, 3 # x 0.149 = u, 3 4 LEVEL 1: Wdl 3471 0 # x 0.149 = sI 6 I TOTAL: Wdl 6S. N # x 0.149 = (©f (di (V) Level Dead Load (Wdl) Height (h Moment Shear Story Fx = [(Wdl)(h)IV (Wdl) (h) Remarks 2 26713 t b� SilLf crbi Cteet4 °r MM! 1 3q 1p 3410 340((mg) gi7i Total 04 Lt 411/114 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW. NASH- ARCHITECTS. COM A JZdiii. 1 4 60 I, ef4 1$ S l (09 f Z 6 ?tq 2- - ?,4Z 15 14 Pi/ / S 272g zr pt -yo 2 6 //qt. - i, etb (5 ci cry 1 l t,r7 lion. Sot Zo 2 scl ttq q 2 37& sIh$itp y�� t(11 I 2 ?4Z col 2 6 S (q 2 jqc1 9 17 1:of t,rG°, I A hoi h 0 big a 2S2- 413q of Sts t Nno. P) --p I (4 7,0 7tiz- Slog ZZ ( q65 q NIgr 14o70 171-7 NASH & ASSOCIATES SEISMIC ANALYSIS PER IBC 12 5 CLIENT: t Q SL PROJECT: ARCHITECTS DATE: NAME: Redundancy Factor (p): `� for p<=1 _ ?o, 3$ z _ ,s g 36,54 1/2) 1. 2. 3. Maximum Vumax Maximum Vmax = I 5 2 p = 2—[2(Vaccstory)/(Vumax)(Ab allowable wall shear = (2)(Vaccstory)/Ab 1/2 Oyler y Iu41 actual shear Largest seismic wall b 'eI1461 Z 2C101(4 15790 9,s6-0 2-1 rd I 016 wtN D GovenAi shear i 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW. NASH—ARCHITECTS. COM GEOTECH CONSULTANTS, INC. Sapphire Homes 16834 Southeast 43rd Street Bellevue, Washington 98027 Attention: Troy Schmeil FIL3 Subject: Geotechnical Engineering Repo Proposed Sapphire Short Plat 13418 Military Road South Tukwila, Washington Dear Mr. Schmeil: 13256 Northeast 20th Street, Suite 16 Bellevue, Washington 98005 (425) 747-5618 I GEOTECHNW.COM REVIEWEDail CODE COMPLIANCE APPROVED MAY 132016 City of Tukwila BUILDING DIVISION On two separate occasions geotechnical engi F- fo o -f ited 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 135m Street to serve all four of the new homes. Storm drainage will be discharged to the existing system in South 135th Street, requiring a street crossing and storm drain extension. November 24, 2015 JN 14482 allidusland@comcast. net RECEIVED CITY OF TUKWILA MAY 032016 PERMIT CENTER 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 135th 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. CORRECTION GEOTECH CONSULTANTS, INC. bu0ooa3 • 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 at 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 Active Earth Pressure * VALUE 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, GEOTECH CONSULTANTS, INC. Attachments: iyttOr • Vicinity Map • Site Exploration Plan • Test Logs • Typical Footing Drain Marc R. McGinnis, P.E. Principal , GEOTECH CONSULTANTS, INC. (Source: Microsoft MapPoint, 2013) VICINITY MAP Sapphire Short Plat 13418 Military Road South Tukwila, Washington ti O Z 1 500°1577T 119.9 \ 01} I -co \ w a. cc z - oec \mu1 M W WLi. \ W IL +"v1Fb'�•,:i. Q H m a 2 �Ul I-• r^ W w 1n ' N9v7,?„%ya W W\ W O a CC U' O v % ^ ocro¢S? 3� a ZJ W O o F- .....• �1...... - 9C- — CO Y • .+A< N n \50915'2 500°15577 500.5'71•. .... 99.95'YE 49.95' 99.98' SOZ3 W ❑ C7 w a= a I- 0 O Legend: O Test Pit Location O Soil Probe Location P _ P r E. ed•e ° 50.51' 01.130 rwte ai9n M1LRARY ROAD S• 0 /J 6 SITE EXPLORATION PLAN Sapphire Short Plat 13418 Military Road South Tukwila, Washington Job No: 14482 Date:I 'Plate: Nov. 2015 No Scale 2 TEST PIT AND PROBE LOGS Sapphire Short Plat 13418 Military Road South Tukwila, Washington TEST PIT 1 5:-,w•..� IyyI;;33 ' i" Aa`E 'ti `.Sa C ^V S <a 2 4.'$°" h y y; 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) Test 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 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) Test 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. Tightline Roof Drain (Do not connect to footing drain) 0 Nonwoven Geotextile Filter Fabric 0 0 ;o0o0 0 O °Q ° oO °Q oO o1 '0°0° \I 00000 ° a o'".p°.Q °°o•n° ° °ooh°°o°.g �°°°°'go�°°' °o�°°°'goo °° • °, O° °° • O 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 'Plate: 3 NASH &ASSOCIATLJ ARCHITECTS City of TV wit,4Building Department Sapphire Homes Lot 1- 2910 S 135th Street D16-0083 1. The plans have been wet stamped and signed by the architect of record 1. The client will be providing the geotech report 2. See detail on the site plan 3. See note on the site plan 4. Roof pitches are a minimum 5:12 5. See note on A4 and A6 6. Elevations have been re -labeled 7. Additional detectors added 8. These sheets have been stamped and signed Mike Johnson Nash and Associates Architects (425) 242-7490 mjhnsnwy@hotmail.com CORRECTION LTR# Dib- 0093 GARY NASH MARIE ANDERSON MICHAEL JOHNSON RECEIVED CITY OF TUKWILA MAY 032016 PERMIT CENTER 11644 NE 8014 STREET • KIRKLAND, WA • 98033 • 425-828-4117 WWW.NASH-ARCHITECTS.COM April 26, 2016 City of Tukwila Department of Community Development TROY SCHMEIL 16834 SE 43RD ST BELLEVUE, WA 98006 RE: Correction Letter # 1 COMBOSFR Permit Application Number D16-0083 SAPPHIRE HOMES - LOT 1 - 2910 S 135 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. Please provide a Geotechnical soils analysis report of this site by a registered geotechnical engineer. Evaluation shall include load-bearing values of site soils for footings and shall include methods for footing preparation due to the typical soft soils observed in this area or location. Report shall provide recommendations for a footing drainage system including separate recommendations for down spout drainage system. Engineering/architectural calculations for footing soils load bearing specifications shall be consistent with the geo-tech report. 2. 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) 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 3. Egress windows located on the buildings minimum 5 -foot side setback shall be required to provide adequate ground ladder access to all rescue (egress) windows above the first story. The "flat landscape" shall be a 12 -foot by 4 -foot wide area below the rescue window. Since the minimum set back is 5 -feet on each side of the property lines, minimum of 10 -feet by 4 -feet shall be allowed between buildings if applicable. Provide a note on the plan that no fence other than a wood fence or similar shall be allowed at that location. Fire department shall have the ability to easily remove that portion of fence as necessary for rescue. As an alternative, the building may also be designed where bedrooms are located on the side of the building to provide for adequate ground ladder access. (TMC 16.16.070) 4. Revise roof pitch to meet the minimum requirements of 5:12 pitch. 5. Outdoor combustion air shall be provided for gas appliances located in the garage. Show combustion air opening(s) with sizes specified in the garage. Also specify the type of furnace to be installed in the closet upstairs and indicate source of combustion air supplied to the furnace. Typically the newer high efficiency furnaces have direct line to the exterior. (IRC G2407.6 & IMC 304.6) 6. On the elevations sheets show the sides of the house as North, East, South and West. 7. Show an additional CO and Smoke detector in the upper hallway spread apart to be in close vicinity of the bedrooms. (R314.1 & R315.1) 8. Front civil sheet was missing the design professional signature and stamp. Please see General Note above. PLANNING DEPARTMENT: VALERIE LONNEMAN at (206)433-7140 if you have questions regarding these comments. • Roof pitch must be a minimum of 5:12 per TMC 18.50.050. Revise plans accordingly. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, '12,W Bill Rambo Permit Technician File No. D16-0083 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: D16-0083 DATE: 05/03/16 PROJECT NAME: SAPPHIRE HOMES - LOT 1 SITE ADDRESS: 2910 S 135 ST Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works n Fire Prevention Structural n Planning Division Permit Coordinator I PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 05/05/16 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required n DUE DATE: 06/02/16 Approved with Conditions n Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED. Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0083 DATE: 03/29/16 PROJECT NAME: SAPPHIRE HOMES- Loi- I SITE ADDRESS: 2-1(O s ISS St X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 5 Co,rrZ- 1--1(r Building Division • Aidtgi ublic Works 111 ,cul c 4-LH/(e Fire Prevention Structural Planning Division op Permit Coordinator m PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 03/31/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/28/16 Approved Corrections Required n Approved with Conditions n Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 4 Fire ❑ Ping PW ❑ Stafflnitials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through _ the mail, fax, etc. Date: Plan Check/Permit Number: D16-0083 E Response to Incomplete Letter # Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Sapphire Homes — Lot 1 Project Address: 2910 S 135 St Contact Person: Ryan c:1 u5ar Phone Nymber: 2.&6 35C g? Summary of Revision: �� G ��r^C 4 e A RECEIVen CITY OF TUKWILA MAY 0 3 2016 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: %71(1{ Entered in T.RAK.iT on 5--J/r1(/ \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site; http:llwww.TukwilaWA.gov CERTIFICATE:_OF WATER AVAILABILITY PERMIT NO.: Part At To Completed byi nppiicant : Site address (attach map and legal description showing hydrant location and size of main): B /1/1't t t a.� R S 734(6(? — OIL (0. Owner Information Agent/Cont Person . • Name: .191 -)1 -',It -e- vvv .. Name: L4 Address: 1 .‘iS tj s E. cj 3rd s4. Address: Phone: 42,5._c)1f3` %,),,,‘Phone: 206. 710 - 0 Ph ✓ This certificate is for the purposes of: ❑ Residential Building Permit ❑ Commercial/Industrial Building Permit ❑! Preliminary Plat ❑ Rezone Estimated number of service connections and water metersize(s): ❑ Short Subdivision O Other Vehicular distance from nearest hydrant to the closest point of structure is 'QCs' Arca is served by (Wrlity District): 12 ') ner/Agent Signature 3-6-I Date Part B: 'To be completed •by:wafer'.utility district' 1. The proposed project is within 2. iv°o improvements required. 1 ctieurt/ 4 (City/County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements ofthe project before connection and to meet the State cross connection control requirements: /4. (Use separate sheet ifmare roam is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of residual for a duration of 2 hours at a velocity of i Q fps as documented by the attached calculations, 5. Water availability: Acceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in Item B-2 are met. System is not capable of providing service to this project. 0 d4)(18PmEIVED CITY OF TUKWILA MAR 2 9 2016 PERMIT CENTER I hereby certify that the above information is true and correct. 1'C i tilq t bu rJTei t )41 Y.' o ; sTk ie i i.Z.S B (Yr a�e Pete Agen hone 266 2.42-„954/7 y 3 -9-I6 Date This certificate is not valid without Water District 125's attachment entitled "Attachment to Certificate of Water Availability" Long or (o -D093 11:1icmioroV°mmApprrationsOa Lind2411-95 Wua.Awe.bitity.doc • 'Wised: MayZ011 63..9_,b� Install. :I, tO Certificate o Water Availability King County Water District No 125 #125 i'r;e following tennis and conditions apply to the attached Certificate of Availability "'Certificate") 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the. City of Tukwila ("City"). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The Distract makes no representations, expressed or implied, the applicant will be able to obtain the necessary permits, approvals and authorization from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate; may not be relied upon and does not constitute the District's guarantee that 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 property at the time of such application, as well as all application for utility service, including conservation, water restrictions, and other policies and regulation,,. -n in effect. Applicant's Signature District Representative tvLa-at_ Date )0-17-I Date 3 -9- /5 RECEIVED CITY OF TUKWILA MAR 2 9 2016 PERMIT CENTER %k0063 EIVED TU KWILA 2 9 2016 T CENTER b7 L r3,r iT+e 4MA $ O.ti Ari* l z a ut F 3460 5148th Suite 100 ( , • Seattle, WA88168 g "i %y' Phone: (206)242-3236 A 'ERF:I% 51 23 T fax: (206)242-1527 • CERTIFICATE OF SEWER AVAILABILITY / NON AVAILABILITY nd Residential: $ 50.00 Cammerciah $100.00 1 316r "'Certificate of Sewer Availability OR C Certificate of Sewer Non-Availability Part A: (To Be Completed By Applicant ) Purpose of Certificate: 0 Building Permit 0 Preliminary Plat or PUD Short Division . 0 Rezone . 0 Other e. Proposed Use: 0 Commercial X' Residential Single Family ❑ Residential Multi-Family k Other Al......., Applicant's Name .l .. Phone Number Zet :.39a 8x43 r+c. a+►Q. S:. Property Address 13 q tilir i,'4 . lei . S Tax Lot Number 73y4,6po fl $ Legal Description (Attach Map and legal Description if Necessary ); Le* r , Mock 41) teivcr n ae.tt% itsi.cds cit_tt. PJtAj .4 'ie.+ i a ..4 iw .41 ., 406 /eh, f. - {fit .. 6,,,.„,4y _ .. VoLr..t- l/ 0.4 Oi /1.4 Part B: (To be Completed by Sewer Agency ) )1.. . A Sewer Service will be provided side sewer connection only to an existing 6 " size sewer 0 feet from the site and the sewer system 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 • (2) The construction of a collection system on the site and/or ❑ (3) Other (describe) 2. Must be completed if 1. b above is checked . . a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ("` b. The sewer system improvement will require a sewer comprehensive amendment. 3' ,,,.a Theproposed project is within the corporate limits of the District, or has been granted Boundary Y Review Board approval for extension of service outside the District. OR C a. Annexation or BRB approval will be necessary to provide service. 0 eaa 4. Service a. b. c. I hereby from the By is subject to the following; Permit $ CITY District Connection Charges due prior to connection:. GFC: $ g5'U; 00 SFC: $' Unit: ` $ Total' $ r1Qli (Subject to Change onJanuary 1st) Either a King County/METRO Capacity Charge,SWSSD or Midway Sewer District Connection PERM Charge may be due upon connection to sewers. Easements: 0 Required agaay be Required Other certify that the above sewer agency information is true. This certification shall be valid for one year date of signature. Title kit . Z'4: Ttiw.n.c_ Date r.,.,($`. %k0063 EIVED TU KWILA 2 9 2016 T CENTER ATTACHMENT TO VALLEY VIEW SEWER DISTRICT CERTIFICATE OFSEWERAVAILABILITY/NON-AVAILABILITY, The following terms and conditions apply to the attached Valley View Sewer District ("District Certificate of Sewer Availabiliity/Non Availabiliity-(;Certificate"} 1. This certificate invalid only for the real property referenced herein ("Property") which is in the District's service area, for the sole purpose of submission to the King County Department of Development. and Environmental Services, King County Department of Public Health, City of Seattle, .Cityof Tukwila, City of Burien and/or City of SeaTac. This certificate is between the District and the applicant only and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service... 3. As of the date of the District's signature on this Certificate,. the District represents that sewer service is availableto the Property through sewer systems that exist or that maybe extendedby the applicant. The District makes no other representations, express or implied, including withoutlimitation that the applicant will be able to obtain the necessary permits, approvals and: authorizations from ,King County, City of Seattle, CitVof Tukwila, City' of Burien, City of Seatacor any other gbvernniental agencybefore the applicant can utilize the sewer service which is the subject of this Certificate. 4., . ,If the District or the applicant must extend the Districes sewer systern•td provide sewer service to the Property, the District. or applicantmay be required to obtain from: the appropriate governmental agency the necessary permits, approvals -authorizations:' In addition, the governmental agency( May establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations,. which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and ` conditioned upon availability of sewer service to the Property at the time of such application,andcompliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. l acknowledge that i have received the Certificate of Sewer Availability/NonAvailability and this attachment, R E(;[ Ri( and fully understand the terms and conditions herein. Applicant's signature C714' OF 1SEtWEr ;,4kfl 29 2096 F, G Chi' CEFFER General Facility Charge and System Facility charge to increase in 2015 After 17 years with ino change in either the General Facility Charge (GFC) or the System Facility Charge (SFC) Valley View will be increasing both the GFC and SFC in 2015. The GFC which has been set at $850.00 since 1997 will's() op to $4,033.00. The SFC which has been set at $1900.00 since 1997 will go up to•$8,100.00. The SFC, however, will be limited in use. Most new connections to sewers will only be required to pay a GFC. This is intended to give you notice of this planned increase in connection charges. Please take this information into consideration when budgeting for future projects which will require connection to sewers. These new charges will take effect on Aprii 1n, 2015. SAPPHIRE HOMES INC Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & industries Search L&I Page 1 of 2 A -Z Index Help My L&1 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 12/0812014-12/08/2016 Bond Wesco Insurance Co Bond account no. 46WB057329 Active. Meets current requirements. $12,000.00 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 3SEWER EASEMENT. :-. KC REC: #5813736 589°56V6'E- _ 21Z91' .. 588°4239•. SEE NO EXISTING PAVEMENT CROWN.• 4" CLASS A AS• PHALT CONCRETE 4" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE , 8.5' RT #1 -TYPE 1 WITH VANED GRATE TER SEPARATOR S 2, 3 & 4 ON SHEET DT1 81 LP 12".DIP @6.1% . ,S Sm; S 135TH STRESET €OP • • yE L \ \ f.:. 0 0 . 4 .12" DIP. 1. /o - 5LF @ SAWCUT & PATCHING PER ' N DETAIL ON SHEET UT1 f v PROTECT EXISTING MAILBOX; • Q2 PROTECT EXISTING COMMUNICATION POLE. _ Q3 SAWCUT AND CONSTRUCT PAVEMENT SECTION PER DETAIL THIS SHEET. INSTALL MAILBOX PER DETAIL ON SHEET DT1 0 CONSTRUCT 20' WIDE PRIVATE ACCESS ROAD PER.SECTION THIS SHEET • - AND. PROFILE ONSHEET DT1.- • © INSTALL "NO PARKING FIRE LANE" SIGN PER TUKWILA FIRE DEPARTMENT STANDARDS. Q7 INSTALL 10 LF 6 ADS N12 STORM DRAIN STUB © 1.00%0 INSTALL 108 LF 67 ADS N12 STORM DRAIN TIGHTLINE @ 1.00%. Q9 INSTALL 7 LF 6 ADS N12 STORM DRAIN STUB @ 1.00% INSTALL 5 LF 6"• ADS N12 STORM DRAIN STUB © 1.00% STA 501+65.68, 18.0' RT • INSTALL CB #2 -TYPE 1 WITH VANED GRAT SEE DETAILS 3 & 4 ON SHEET DT1 SEE NOTE 4 STA 503+00 17 5 RT INSTALL CB #3 TYPE 1 WITH VANED GRATE SEE DETAILS 3 & 4 ON SHEET DT1 SEE NOTE 4: Inv(12"(N) 3412 tnv?(12"(E) 346.9' • 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 DTI. B. INSTALL SAND/COMPOST MIXTURE (12"D X 5W X 151.) 7. INSTALL SAND/COMPOST MIXTURE (12"D X 5W X 201) 8. INSTALL SAND/COMPOST MIXTURE (12"D X 5W X 25'L) JUL 02 2015. City of Tukwila_ PUBLIC Work :1N.E:<:.I.....::.......::: •1(REP.TH:TO OR:VARIFIER).:;. PVT. ACCESS ROAD HORIZONTAL GRAPHIC SCALE "20.- • 10 0 •.' to : 20.. 320 503+40:. .503+60' 503+80 504+00 CALL 48 HOURS BEFORE YOU DIG_ 1-800-424-5555 G!b�'r�aai�t�sz�`ct'r�ris�rtr.z9riv�.�'rizz�irsev/9 "'� t�� �f.�n�i�.5ply f"'3t�=•Sti�l, —r' • 2" CLASS B ASPHALT CONCRETE RECEMVIE:1 JUN122I15`. TUhrvn..� PUBLIC WORKS 6" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE SUBGRADE SHALL BE COMPACTED •:- TO 95% MAX. DENSITY - PVT. ACCESS: ROAD: SECTION • REFERENCE SHEET NO. EX. SHED TO BE DEMOLISHED. 589°56'06'E 212.91'. ' SHEETS AL 2 SERVICE.LINES 1Y4" O5ouLOseT2 x . #t„TRECateN. UTILITYH .. (POWER AND C MMUNICATIONS) ICAL CONDU nSCL TO. DESIGN EL 5' UTILITY EX. HOOSE EASEMENT TO BE DEMOLISHED I INSTALL 20 LF 6" SIDE LSEWER STUB. (412.0%D MIN. NEW WATER METER (2) (BY WAT4R DISTRICT #12p) EX.4 II E SEWER TO REMAIN & PROTECT: II'JSTALL 105 LF 6 SIDE EWER Q20%, : - INSTALL 10 LFI6". SIDE ISEWER STUB i© 2.0% N D• WER POL INSTALL RE HYDRANT BLF67DI, L52 &BOLLAR'S ":..: EXTEND PAST ',PROPERTY UNE ' NOT6.ALL F17'41411 TO SHOP FAlATED.BY ' •sive 6PEC6rED F1TTIGB 2t1C. .00% MM. ROPE OR EQUAL_ .. 6' I,tiN. PIPE DIAMETER. • •_- VAL WE SETTER . DISTRICT \Oe.NAitu ,txtbs Noinaw.ru.4,o . e/syns Ca. SMNH/ 8. 135TH STREET 0 rim ss --- . ss. ss • ss �sf�lSTALL27 LFI 6S:SIDE: ,..� W•.: Nr/ w S WER STU%ET OP r EE -DET -AIL THI H ' f , SAWC UT GPER DETAIL THS HET- G; 60.0' 502+00.-` -CUT WITH PNEUMATIC • PAVEMENT CUTTER - .. ASPHALT CONCRETE CR BITUMINOUS PLANT MIX REPLACEMENT PATCH . _ .. CONCRETE 13Ox OF. DOSTMG DEPTH • NEW WATER METER (BY WATER DISTRICT #125) EXISTING CONCRETE PAVEMENT • :_... 'ttccr�`ar tu En N I. n co to N Ln Z Z El 0- = _ • 5/5' MINUS COMPACTED CRUSHED • ROCK UNLESS OTHERYASE ORDERal TYPICAL PATCH FOR RIGID PAVEMENT BT THE arr. (TYPJ- - • • ASPHALT CONCRETE OR BITUMINOUS PLANT MIX REPLACEMENT PATCH 5O% OF EXISTTNO DEPTH. ` ...:. -. SAW d1T - .. EXISTING ASPHALT PAVEMENT APPROVED JUL: 02 2015 City of Tukwlla PUBLIC Works N 8 Lt) HORIZONTAL GRAPHIC SCALE 20 : 10 0 10. 20 5/5' MINUS COMPACTED CRDSMED TYPICAL PATCH FOR FLEXIBLE PAVEMENT ROaf i1NLE5S aTHERNTSE CRDEREE TIT THE CITY. (TYP.) CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 GENERAL NOTES• 1. CONTRACTOR SHALL FIELD VERIFY ALL:GRADES PRIOR TO CONSTRUCTION. 2. SEE SHEET PG1 FOR ROADWAY AND DRAINGE PLAN & SECTION. NOTES _.. - I. ALL WORK TO CGlEORM It) THE cussorT STANDARD wow -Arms - Tart ROAD NUDGE. AND MUN�rI cotrsmvcnoN VAL VUE SEWERDI6TRICT.. 2. A MMHRRI CF A WE YEAR GUARANTEE is smarm ON Au... ,. ... _ . CITY - OF..TUKWILA PAVEMENT PATCHING REQUI -;q.» T PAYEY£NT PATCHING AND OVERLAYS. r: 3. A CONTROLLEDFHL PLACE OF CRUSIFD ROQl MAMMAL... Y 9EC/LLGtD11RED8 RECENT PAWNOR' OVERLAY CR EIVE 2 2015_ VILA C WORKS A- :NATIVE FILL SELF -LOCK VANED GRATE FANUFACTURER SUBJECT TO APPROVAL BY ENGINEER: USE WITH TWO LOCKING BQ_TS 5/8'-11 NC STAINLESS TYPE 304 STEEL -SOCKET HEAD (ALLEN HEAD) BOLTS, 2" LOIG Z MATERIAL IS DUCTILE IRON\STM A536 GRADE 80-55-06 • 23 3/4" • WRAP WASHED ROCK .ENTIRELY - WITH FILTER FABRIC: .EXISTING GROUND 4" RIGID PERFORATED. PVC PIPE LAID LEVEL (TYP) • WASHED ROCK 3/4 1.1/2 •GROUND HORIZONTAL GRAPHIC, SCALE `- VERTICAL. GRAPHIC SCALE 20 10 0 • 10 20 :': 10 .. 5... 0 ..5-_ .. 10 • 1 inch = 20. ft:. LEVELING PAD (6 .1/8"X3/4"X21/4`• 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 , 42815 4 BOXES MIOIMUM- IO MAXIMUM VARIATIOIJS SUB.ECT TO APPROVAL -.POST 2-34 0D GALVANIZED STEEL. NONSHROA( GROUT- (MOUNDTO.FRAM) . - 3' DIAMETER GAL STEEL SLEEVE FACE OF CURB. BASK OF SIDEWALFs • In cc— OIL COLLECTION .0 0 0 TO CATCH BASIN • SEDIMENT COLLECTION :f ELEVATION (FROM STREET) SIDE VIEW TYPICAL w 0 0 N •rn C 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 _STANDAR D. INNOVATIVE DESIGNS MEETING THESE MINIMUMS MAY BE ACCEPTED. #3 BAR EACH CORNER TYPICAL KNOCKOUT WI 2" MIN WALL THICKNES CATCH BASIN-TYPE.1 l 1 OIL/WATER SEPARATOR DETAIL PRECAST BASE SECTION • (MEASUREMENT AT THE TOP OF.APPROVEQTHE BASE) s• JUL 022015 City of Tukwila PUBLIC Works SCALE: NONE NOTE. 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. i 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. . CATCH BASIN _TYPE 1. DETAIL SCALE: NONE NOT TO SCALE MAILBOX INSTALLATION .` •3 N SHEET: RS -O8 REVis)OH sp 08.03. APPROVAL:... B. SHELTON •1 CALL48.HOURS BEFORE YOU DIG 1-800-424-5555 KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAM. PLUS CATCH BASIN WALL THICKNESS 8. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX. DIAM. OF 207. KNOCKOUTS MAY BE EITHER ROUND OR '13* 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 FEDERAL SPECIFICATIONS RR-F=82ID. MATING SRUFACES SHALL BE FINSHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSTION. •. 10: FRANE AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER 11 EDGE OF RISER OR BIRCK SHALL BE MORE THAN 2' FROM VERTICAL EDGE OF CATCH BASIN WALL r RECI JI. N 1 TUI PUBLI( :IVIE 22)15 ;YVILA WORK NEWLY GRADED OR DISTURBED SLOPE. WIRE MESH FENCE WITH FILTER FABRIC MATERIAL 2 I 1 MAXIMUM ,•\moi\\\�/.\ BURY BOTTOM OF FILTER FABRIC MATERIAL WITH EXCAVATED MATERIAL WIRE MESH FENCE WRH FILTER FABRIC MATERIAL NO FILL WITHIN 4 FT. OF FENCE. O Po%12 IN. 0�0 2 X 2 WOOD POST, STEEL POST, OR EQUIVALENT. TYPICAL CROSS SECTION i�\moi 5\\ 24 IN. 4 FT. i i l-- a FT MAXMLIM--{ 6 IN. 3.5 FT. 24 IN. BURY BOTTC61 OF FILTER FABRIC ELEVATION MATERIAL IN12INA 8hL 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 SURVEY \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. 3ASIS OF 3E/6\1\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 ROCK SIZE QI I 14"-6" ROCK CONSTRUCTION ENTRANCE DETAIL 0 1 2 5 10 15 25 50 eI T 'L.AN SEE GENERAL NOTES SINGE THE HOME 15 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 RESCUE 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 148.52' N89°56'06" SCALE: 1" = 10'-0" SOUTH 133RD STREET 5 -4 70 VICINITY 5. NOT TO SCALE cn SITE 0 SOUTH 135TH STREET 5' Utility Easement 3 foot sewer easement 0 0 DS DS LST1 (7,2 Q±)LINE OF 12" ROOF O.H. 5" BSBL LINE OF RESIDENCE FOUNDATION LAN 2 714 FF MAIN @ 369 i0 0 < 0 i1 DS GARAGE @ 367 20' W ▪ SAN. 0 SNR. 0 C) 10' BSBL DS ROOF DRAIN TRENGH 2XIO TRENCH .. O S Foo 0012 tel. S89°55'03" 141.32' STORM 911/8 PER SHORT PLAT NATIVE FILL MATERIAL z_ I ,IYiw�%f cir2n( nr%-Ylr%rrt 24" TRENCH SEGTI ON SLOPE V'1RAF' lAIASHED ROGK ENTIRELY 1N/ FILTER FABR1 G 411 i.IOID PERF. PVC, FIFE LA 117 LEVEL 5/4"— I-1/2" V'IASHED ROCK PLAN VI EV^i OF ROOF CONNECT TO LOT ROOF DRAIN STORM STUB 2' X 10' LEVEL TRENCH V'l/ PERF. PIPE CATCH BASIN OR AREA DRAIN lN/ SOLID LID F RFORATED STU CONN I C T I ON -OUT So71±) th IMPERVIOUS CALCULATIONS .En, si l L PERMIT FSC! I T=D FOR: ❑ r lechanical Electrical ❑ Plumbing ❑ Gas Piping City of Tukwila B1Ill_ '"'G DIVISION cc°/cjs RES I DENGE DR I VENAY ACCESS ROAD TOTAL 16567 SQFT (22.80 3clQ SFT (000 SFT 5046 SFT (42.0%) S FILE COPY 0. DIO--GOV2 ! is subject toerrorsand crr 33icns. .._... ._... ..it Cx. ui i•ien} ts '�^.^ •l c tti i . ..it7 Copy and lzi i} "i13 iJ acknc,vi: d od: Ey: Data: //FL City of Tukwila BUILDING DIVISION REVISIONS No chances shall ho made to the scope of work without prior approval of Tukwila Building Division. NOTE: Rcv;310n3 will roquiro a naw plan submittal and may incudo additional Wan review foGs ALL FUTURE HOMES SHALL HAVE AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED. nese plans have been reviewed by the Public `‘:'orks Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of .,ad -opted standari s or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after thin 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: L011 CORRECTION LTR# 1 bI 0063 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, WASHINGTON AND A PORTION OF VACATED MILITARY ROAD SOUTH ADJOINING, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL B, BEING ON THE NORTH MARGIN OF SOUTH 135TH STREET; THENCE NORTH 89°55'03" WEST, ALONG SAID NORTH MARGIN, 50.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00°15'27" WEST 49.98 FEET; THENCE NORTH 89°56'06" WEST 148.52 FEET TO THE EAST MARGIN OF MILITARY ROAD SOUTH; THENCE SOUTH 08°27'00" EAST, ALONG SAID EAST MARGIN, 50.50 FEET TO THE NORTH MARGIN OF SAID SOUTH 135TH STREET;FIECEIVED CITY C�� iU��1►'6LA THENCE SOUTH 89°55'03" EAST, ALONG SAID NORTH MARGIN, 141.32 FEET TO THE TRUE POINT OF BEGINNING; MAY 03 2016 (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); PERMIT CENTER TOGETHER WITH AND SUBJECT TO A 20 FOOT INGRESS, EGRESS AND UTILITIES EASEMENT KING COUNTY RECORDING NUMBER AND TOGETHER WITH AND SUBJECT 5 FOOT UTILITIES EASEMENT KING COUNTY RECORDING NUMBER ; AND AND TOGETHER WITH AND SUBJECT TO A 3 FOOT SANITARY SEWER EASEMENT PER KING COUNTY RECORDING NUMBER 5813736. KtrVIEVVl=1,) CODE COMPLIANCE APPROVED MAY 132016 A'‘) City of Tukwila BUILDING DIVISION 12 SiASE IS I' jEC 1 NP`SH .. AGI ,.,, .a MINS OF WASHINGTOt'i 0111, project : vA'' ''H HOMES 1 S G I TY O1 TUKIAI I LA SHORT i'L.AT #L-15-0015 L. O T TUK1^I I LA, VIA dote : I O-oci-I5 permit: revisions: 05-01-15 city review drawn by: c.heck,ed by: S F -I -T— Cks? OF= COI I I KtrVIEVVl=1,) CODE COMPLIANCE APPROVED MAY 132016 A'‘) City of Tukwila BUILDING DIVISION 2 -7 GO�1TRAGTOR/O s/\H I RI HO NV I s N ARCH I I TI GT: ASSOC I ATARCH I TI &003 I I STH- AV NE < I R<LAND, /\ G g055 ((25) C T : SINCL GOA I --s Us TA5L SH - GO\/ I A2 Azi A5 Ag LI C� A NV IL( F sIr NG1-- : 7017 lRC, 2012 OF CO T- T SH T I R0 TA N1-_ iz iz I CST ANS L --T 1 OUN/\T I OLAN. CAIN FLOOR .LAN U�� I LOOK I izA UL_R FLOOR .LA TI NTS : fiz I L SHI \/AT I O L_ VATION RAN/INC� INC LAN E3U I L1' I N.S sLGT 10�. .LAT RAL FLANS AN I CAL ALL AC� NS s LA N TAILS C�TO� STATE-- f-fi`G'� GOEI b1oo83 CORRE :TION LTR# RECEIVED CITY OF TUKWILA MAY 03 2016 PERMIT CENTER £orf GOVER Si-eET tei'/i6 City of Tukwila BUILDING DIVISION V1ritten 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 bythe Owner prior to froc.eedtng with the work, or the ontractor shall accept ull responsibility for the cost to rectify same. NOTES: I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, PAINTED OR. CEDAR.. 2. CAULK AND SEAL ALL WINDOW/DOOR AND EXTERIOR. ENVELOPE PENETRATIONS. B. GLAZING PER. STATE ENERGY CODE. 4. SEPERATE PERMITS ARE REQUIRED FOR FENCES, PLUMBING, MECHANICAL, AND ELECTRICAL. 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 6. REFER TO ALL ELEVATIONS FOR TYPICAL NOTES. -1. S.G. = SAFETY GLASS FLASI-f I NCS NOTE APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN 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 RESISTIVE BARRIER FOR. SUBSEQUENT DRAT 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 COPINGS 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 CONSTRUCTION 6. AT WALL AND ROOF INTERSECTIONS -l. AT BUILT IN GUTTERS 2012 MSEC NOTES *CLIMATE ZONES AND MARINE 4* FENESTRATION U -FACTOR SKYLIGHT U -FACTOR &LAZED FENESTRATION SI CEILING R -VALUE 1,4000 FRAMED WALL R -VALUE FLOOR R -VALUE: =LOW GRADE WALL R -VALUE SLAB R -VALUE AND DEPTH 0.50 0.50 NR R-` cl (R -s8 VAULTED; R-21 R-50 10/15 R. -2I +TB R -1O, 2 FEET IVAC: TABLE 406.2 ENERGY GREDITS HOUSCS BETWEEN 1500 SOFT AND 5000 SQFT REQUIRE 1.5 CREDITS OPTION ENT WATER HEATING GAS PROPANE, OR OIL WATER HEATER WITH A MINIMUM EF OF .82 cREDIT(S) 1.5 INSTALL PROGRAMMABLE THERMOSTAT TO CONTROL HVAC. SYSTEM LIOHTINCS SE UIREMENTS: SECTION 404 - ELECTRICAL POWER * LIGHTING SYSTEMS 404.1 Interior Lighting: A minimum of 15 percent of all luminaries shall be high efficacy luminaires. VENTILATION: MI501.5 INTERMITTENTLY OPERATING VENTILATION SYSTEMS. THE DELIVERED VENTILATION RATE FOR INTERMITTENTLY OPERATING VENTILATION SYSTEMS SHALL BE THE COMBINATION OF ITS DELIVERED CAPACITY FROM TABLE MI507.3.3 (I), AND ITS VENTILATION EFFECTIVENESS AND DAILY FRACTIONAL OPERATION TIME FROM TABLE MI509.3.3(2) AIR INFILTRATION: PERFORM BUILDING AIR LEAKAGE TEST (BLOWER DOOR TEST) IN ACCORDANCE TO WEEC PROVIDE DUCT SEALING AFFIDAVIT (IF APPLICABLE) ALL HOT WATER PIPES IN UNHEATED SPACES MUST BE INSULATED WITH R-4 INSULATION PER 2012 MEC 5E0403.42 ASPHALT COMP. SHINGLES ON 154* FELT METAL FASCIA GUTTER HORIZONTAL SIDING WHERE SHOWN I X4 CORNER HARDIEPANEL SIDING W/ 1X2 AT SEAMS AND 2X2 PRE -MADE CORNERS TYPICAL UNLESS NOTED OTHERWISE 12 J 5 II IL II II II �i 11 I I 5/4X8 s (5.S.) u u 2X10 BARGE BOARD W/ IX5 TRIM ALL GABLE ENDS UPPER FLOOR P.L. SHINGLE SIDING WHERE SHOWN 4X8 BRACKETS ® 5 PLACES FIN. FLR. UPPER 9 I MAIN FLOOR P.L. ,I- 0 FIN. FLR. MAIN 0 I I - z 0 0_ 0 0 I- I STONE VENEER INSTALL PER. MFD. SPECIFICATIONS TREATED PLYWOOD BEHIND ALL AREAS WITH STONE AST EI- VATION SEE GENERAL NOTES SCALE: 1/4" = I' -O" J (5.SJ L (S.GJ 1( 7-1 SQUARE 1=00TAG'ES MAIN 1110 UFFER '&04 TOTAL. 2-714 C�ARAC'E GOVERED FORGH/DECK 3-7-7 1014 ADDRESS NOTE: UPPER FLOOR P.L. ADDRESS NUMBERS SHALL BE A MINIMUM 4" HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" AND TO BE ON A CONTRASTING BACKGROUND PER. IRC 51'1.1 FIN. FLR. UPPER -6J MAIN FLOOR P.L. FIN. FLR. MAIN 0 I iT ►MI ST L. VAT I O N SEE GENERAL NOTES SCALE: 1/4" = I' -O" bl 3 RECEIVED CITY OF TUKWILA MAY 032016 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED MAY 132016 City of Tukwila BUILDING DIVISION i Y date: 11-12-14 permit: revisions: 01-15-14 city rev. drawn by: MWJ checked by: O, A I 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 bythe Owner prior to froceeding with the work, or the ontractor shall accept ull responsibility for the cost to rectify same. (S.G.) (S.G) i LI Il 1 (S.G.) M.G.) h UPPER FLOOR P.L. PIN. PLR. UPPER MAIN FLOOR P.L. FIN. FLR. MAIN 0 I sou -n-4 1... \lATION SEE GENERAL NOTES SCALE: 1/4" = 1'-0" I'l- I DI UPPER FLOOR P.L. FIN. PLR. UPPER MAIN FLOOR P.L. FIN. FLR. MAIN 0 I is N01"1"1-1 L_ \l I TI ON SEE GENERAL NOTES SCALE: 1/4" = 1'-0" bi 0 93 RECEIVED CITY OF TUKWILA MAY 032016 PERMIT CENTER S -10 L ci date: 11-12-14 permit: revisions: drawn by: MWJ checked bu: O A.2 A8 RFVIEVVED FOR L� vLiivIr-LIP',IVL,Iz 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. ETAL FLASHING e RIM SIMPSON LUS2I O Z -MAX JOIST HANGER SIMPSON DTT2Z-SDS2.5 TWO PLACES AT DECK. USE (2) 2X JOISTS AT EACH LOCATION PER SIMPSON SPECIFICATIONS. NAIL FLOOR. SHEATHING AT 6" AT DOUBLE JOIST WITH 1/2" DIAMETER THREADED ROD 24" LONG 2X10 PT LEDGER / 1/2" (' W X 6" LAG BOLTS HOT DIPPED GALVANIZED OR STAINLESS STEEL LAG BOLTS SHALL SE PLACED 2 INCHES FROM THE BOTTOM OR TOP OF THE DECK LEDGER AND BETWEEN 2-5" FROM THE ENDS OF THE DECK LEDGER. THE LAG BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER/ LAG BOLTS ARE TO BE AT EVERY JOIST BAY (IS" 0.0.) DECK LEDGER DETAIL SHEAR NOTE: I. 3X MATERIAL GAN BE USED FOR ALL MUDSILLS 2. SET A DOUBLE 2X STUD BEHIND EVERY STHD14 HOLDOWN GALLED OUT ON THE FOUNDATION PLAN. SET HOLDOWN 1/2" MiNIMUM AWAY FROM WALL GORNERS, WINDOW AND DOOR HEADERS. IT 15 IMPORTANT THAT THE FOUNDATION GONTRAGTOR HAS THE MAIN FLOOR PLAN SHEET TO PROPERLY LAYOUT HOLDOWNS. 3. A MST48 STRAP WITH (2) 1/2" BOLTS INTO THE FOUNDATION IS A PROPER FIX FOR A MISPLAGED STHD14 HOLDOWN. NOTES: ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED OR CEDAR.. PROVIDE CRAWL DRAIN e LOW POINT IN CRAWLSPACE. SOLID BLOCKING UNDER ALL BEARING WALLS. SLOPE ALL CONG. STOOPS AND/OR PATIOS 1/4" PER FOOT AWAY FROM DOORWAYS. rrl BEARING WALL ABOVE FOUNDATION VENT GALGULATION 1110 SQUARE FEET 5.10 BOO .51 7 VENTS REQUIRED *** SHEAR NOTE: SEE SHEET LI FOR SHEAR WALL LOGATIONS, SHEAR WALL NAILING SCHEDULE, 4 DETAILS. HOLDDOINN SCHEDULE MARK HOLDOWN/ STRAP FASTENERS WOOD MEMBER THIGKNESS/SPEGIES ANCHOR REQUIRED T- I STHD 14/14 RJ 24-16d SINKERS (2) 2X4/2X6 STUDS HF/SPF rp Z T-2 MST48 (54)-16d (2) 2X4/2X6 STUDS HF/SPF 41 T-5 MSTA56 (26)-IOd (2) 2X4/2X6 STUDS HF/SPF i--4EEET A 5 0;= A a T-4 MSTG48BS (SS)-IOd (2) 2X4/2X6 STUDS HF/SPF T-5 HD 7B (S)_ 5/4" 5-1/2" MIN. DF/SP SSTB28 (7/8") MIN. 24-1/8" EMBEDMENT S. 30'-0" OVERALL 15'-0" I7' -O" I- — 1-1x1 I I I L_H—J PI -S" (2) 2X STI.05 p6 PLATES K" A I ----A 5X12 PT I- 0 X 0xt 00 Q L 1- 61 24X24X6 GONG. PAD W/ (2) #4 E.W. TYPICAL 2' O" 4'-4" I L PI -S" (2) 2x 51105 !_PLATES A' f r. J 5'-0" G141tAWLS'AGE 6 MIL. BLACK VAPOR. BARRIER TO TOP OF FTG. W/ 12" LAP e ALL SEAMS IS" MINIMUM CRAWLSPAGE 12" MINIMUM UNDER. BEAMS 4X10 —I r- DF# —I P (2) TJI (2) TJI K' -I- r 4.-2" J 4'-S" L_J 5'-O" L J " L JL_ 2'-4" 2 f 1F#2 I P Q L_J -O" 4'-4" L I J PI -2" (2) 2X STUDS ___rPLATES ABOVE I I— tr 4' P DJ L i L II L=J IS"x24" CRINL. SPACE ACCESS / INS 4 1,45 4X I O — D12 --j 14X10 . F4*2 I to F- I J L_J L 4'-4" 3'-2 J V / / P L 0 r I I L_ `— J 0 II 5,-O" 3'-10" 5" CONC. FOUNDATION WALL TYPICAL 15"x'7" CONT. GONG. FOOTING _J L_J L_J _4X10 _ L J L 5'-2" J L 5'-2" -1 r- 10. _1 - L__1 1 rf r TYPICAL FOUNDATION VENTS 18"x6" SCREENED REQUIRED to / (2) 2X 5TUD E PLATES 5 J I 1")•• ICP), L_— J ', 1-----1 I L 4" GONG. SLAB ON -1 4" GRAVEL FILL ON L COMPACT EARTH SLOPE I/4"/FT. #4 STUB STEEL F- • I8" O.G. MAX. J r __J PI -2" (2) 2X STUDS t PLATES 111-0" 15'-ci PI -2" (2) 2X 51.05 * PLATES A HANG FLOOR JOISTS OFF 2X MUDSILL WITH SIMPSON Z -MAX HANGERS WHERE JOISTS ARE INSIDE THE FOUNDATION WALL 4" CONG. SLAB ON 4" GRANULAR BED ON TAMPED GRADE SLOPE 5" TO O.H. DR. CONT. FOOTING e O.H. DOOR EDGE OF SLAB PI -2" (2) 2X STUDS 4 PLATES ./--1-2-1-> 16'-5" R.O. L r�' -TI 10 0 to N J } 0 9 In PI -2" (2) 2X STUDS t P.ATES I' 1,41-0" 50'-O" OVERALL 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. RECEI'/ED CITY OF TUKWILA MAY 03 2016 PERMIT CENTER OU1\ AT I ON 1=1. -AN SEE GENERAL NOTES SCALE: 1/4" = I' -O" 509 PL`i1E1NED FOR CODE COMPLIANCE APPROVED MAY 1 3 2016 13 118TH AVE NE . KIRKLAND, RK LAND, 'WA . 98033 . 425-828-4117 1- 41 —7 rp Z 41 0_ 0 0 0 eL al ILI dote: 11-12-14 permit: revisions: drawn by: MW_1 Gin 6cked by: i--4EEET A 5 0;= A a PL`i1E1NED FOR CODE COMPLIANCE APPROVED MAY 1 3 2016 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 S IS" O.G. TYPICAL. ALL HEADERS TO SE 4 X 10 DF#2 UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATCH 2 X 6 WALLS. ALL EXTERIOR HEADERS MUST BE INSULATED WITH R-10 INSULATION PER SEC FOR WINDOWS WITH OPERABLE OPENINGS MORE THAN -12" ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THROUGH OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 20'10 OR R6I2.3 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 +'72" OF DRAIN, SHALL BE SAI- i !=Y 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. IM L'W O 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 IRO 515 GARAGE NOTES: I. GARAGE/LIVING SEPARATION, USE 5/5" TYPE 'X' GNB AT CEILING/WALL. WRAP POSTS AND BEAMS. 2. INSULATE ALL HARM HALLS AND CEILING. 3. DOOR BETWEEN GARAGE AND RESIDENCE SHALL BE I-5/8" MINIMUM THICK SOLID HOOD OR STEEL WITH SOLID OR. HONEYCOMB GORE OR 20 MINUTE FIRE RATED EQUIPPED WITH A SELF CLOSING DEVICE. DUCTS IN GARAGE AND DUCTS PENETRATING THE HALLS OR CEILINGS SEPERATING THE RESIDENCE FROM THE GARAGE SHALL BE NO. 25 GAGE SHEET STEEL AND HAVE NO OPENINGS INTO THE GARAGE HEATING NOTES: + INSTALL PER ASHRAE GiOA-88 + 18" PLATFORM OF 2 LAYERS 5/4" PLYHOOD (I LAYER IF PLATFORM IS ON SLAB) + SEE HEATING NOTES OPTIONAL NOTES. RAISE ALL PILOTS, BURNERS AND SNITCHES +18" MINIMUM ABOVE SLAB. FIREPLACE NOTE: '0' CLEARANCE FIREPLACE W/ DIRECT VENT FACTORY BUILT FIREPLACE SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND SHALL HAVE APPROVAL LABEL ATTACHED 5/8" TYPE "X" GWB TO ROOF SHEATHING FIREPLACES 4 STOVES MUST BE D.O.E. APPROVED 4 BE TESTED, CERTIFIED 4 LABELED AS SUITABLE FOR USE DURING A FIRST STAGE BURN BAN. *** SHEAR NOTE: SEE SHEET LI FOR SHEAR WALL NAILING SCHEDULE, it DETAILS. HOLIDDOWN SCHEDULE MARK HOLDOWN/ STRAP FASTENERS WOOD MEMBER THICKNESS/SPECIES ANCHOR REQUIRED T -I STHD 14/14 RJ 24- 16d SINKERS (2) 2X4/2X6 STUDS HF/SPF revisions: T-2 MST48 (54)-16d (2) 2X4/2X6 STUDS HF/SPF Ase? T-3 MSTA56 (26)-I0d (2) 2X4/2X6 STUDS HF/SPF T-4 MSTG48B5 (38)-IOd (2) 2X4/2X6 STUDS HF/SPF T-5 HD -7B (3)- 3/4" 5-1/2" MIN. DF/SP SSTB28 (7/8") MIN. 24--7/8" EMBEDMENT \ \ 30'-0" OVERALL 15'-0" I -7'-O" 7 8080 SLIDING GLASS DOOR (S.G.) 0 I N 0 0 0 \ \ 0 N 0 COVERED DECK wD DINING ROOM H.S. PI -3" (2) 2X STUDS t PLATES /1//////) X 0 - \ \ W 0 -' 0z� Naz FLEX ROOM H.S. OPTIONAL GUEST BEDROOM PI -2" ,•,, (2J 2X STUDS t PLATES 4" HIDE X 12" TALL SOFFIT I'-4" lX / KCS // 0 \ \ 0 N m "x24" C SP AGGES INS I 2468 1 _✓ -9-06 Il Z 1N 0 rf iJ // 5-1/2" COFFERED CEILING 5080 Ei•ITRY DcPOR FOYER PI -2" (2) 2X STUD t PLATES / 50-'0 PIG (S.G.) 5'_q.. H.S. u COVERED PORCH GONG 4' -moi" 50-'0 PIG (S.G.) 8050 PIG. 1N/ 8016 XOX SLDR. BELOW GREAT ROOM H.S. FOR ALL HEADERS, BEAMS, JOISTS, AND POST LOCATIONS, SEE SHEET A-5 e'o in -1. c0 C DW 0 SINK HI DISP. KITCHEN H.S. I OFT. + REFO + PI -S" (2) 2X STUDS * PLATES ////\(//// III 2880 i. OPNG. 0X TOP OF WINDOWS AT MAIN FLOOR TO BE AT 8'-O" UNLESS OTHERWISE NOTED Lin 0 IIII 1 11 IIII 0 ui 0° mU- oz zd LU a�Q I NQS 0 FOR ALL WALLS LESS THAN 5'-O" TO THE PROPERTY LINE ONE HOUR EXTERIOR WALL GA FILE NO. HP 810q- FIRE TEST HP 5510 (UL 85501-41, -48, UL DESIGN US0G) EXTERIOR SIDE. BASE LAYER 5/BTYPE X GYPSUM SHEATHING APPLIED PARALLEL TO 2X4(6) STUDS I6" O.G. WITH I-5/4" GALVANIZED ROOFING NAILS 4" O.G. AT VERTICAL JOINTS AND T" O.G. AT INTERMEDIATE STUDS AND TOP AND BOTTOM PLATES. JOINTS OP GYPSUM SHEATHING MAY BE LEFT UNTREATED. FACE LAYER OF 1/4" CEMENT BOARD SIDING FASTENED THROUGH THE SHEATHING INTO THE STUDS. 5-1/2" UNFACED GLASS MBE FRICTION FIT IN STUD SPACES INTERIOR SIDE. ONE LAYER 516" TYPE X GwB APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS wITH 6d COATED NAILS, I -R/8" LONG. 0.0415" SHANK, 1/4' HEADS, 1' O.G. (LOAD BEARING) 0 I in C O op, 0 00 in 0 I 56" OPEN 2458 r 2'-1 lin 0 //////7/i -----1 I— — — — —1 \ -----I 2'-10" 3'-6" 2458 0010 in \ \ 2'-10" PI -2" (2) 2X STUDS t PLATES 0 l / / / / I OPT. \2858 5'-10"\ / 15'-Q GARAGE GONG LINE OF O.H. DOOR IN UPRIGHT POSITION 16080 O.H. GARAGE DOOR -1 PI -2" (2) 2X S`UDS 1 PLATES 2'-5" I '-6" LINE OF FLOOR ABOVE 15'-0" / / / / / / / / / / / / / / / / / / / / / TANKLESS HOT HATER WITH MIN. EF OF .82- DIRECT VENT _ UNIT AND COMBUSTION AIR IS PROVIDED FROM '0 VENT DIRECTLY TO OUTSIDE SIZING AND SPECS PER MFG. 0 — J 0 In m m N PI -2" (2) 2X STUDS t PLATES / IP -0" 1,11-0" 50'-0" OVERALL } 0 0 In \ \ \ \ 5'-0" GUEST BDRM CARPET I'-2" P4S 110 O .D. in \ \ FM AN 30" VTO VANITY POWDER�� H. 2558 54"x60" HER Fl PA CL. +12" S. .5. in \ RECEIVED CITY OF TUKWILA MAY 032016 PERMIT CENTER OF'T 10NAL 5/4 BATH AND GUEST 1: 0Q1N f b b- 3 MAIN SEE GENERAL NOTES SCALE: 1/4" = 1'-0" KI-%/li-l/111-1) I -t !K CODE COMPLIANCE APPROVED MAY 1 3 2016 City of Tukwila BUILDING DIVISION Ns, ARCHITECTS )3 118TH AVE NE . E TRK AND, WA . 98033 . 425-828-4117 L..EV T I ON date: 11-12-14 permit: revisions: drawn by: MWJ cFiec.ked by: 4----t T O, A4 Ase? KI-%/li-l/111-1) I -t !K CODE COMPLIANCE APPROVED MAY 1 3 2016 City of Tukwila BUILDING DIVISION Ns, 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 bythe Owner prior to proceeding with the work, or the ontractor shall accept Pull 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 4 X 10 DF#2 UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATCH 2 X 6 HALLS. ALL EXTERIOR HEADERS MUST BE INSULATED HITH R. -IO INSULATION PER WSEC FOR HINDOHS HITH OPERABLE OPENINGS MORE THAN 12" ABOVE THE FINISHED GRADE OR SURFACE BELOH, THE LOHEST PART OF THE CLEAR OPENING SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXCEPTIONS: FULLY OPEN HINDOHS HHERE A 4" SPHERE MAY NOT PASS THROUGH OR HHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR 8612.3 SOLID BLOCKING UNDER ALL BEARING HALLS. TUB/SHOHER UNITS SHALL HAVE FIRE BLOCKING BETHEEN HALL STUDS AND HATERPROOF SURROUNDS TO +12" FROM DRAIN. GLAZING, INCLUDING HINDOHS HITHIN +12" OF DRAIN, SHALL BE SAFTEY GLASS. SHOHER FLOH IS LIMITED TO 2.5 GAL/MIN. EXHAUST FANS LARGER THAN SOGFM 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" DIAM1= i tR HITH A MAXIMUM RUN OF 15' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES LEGEND: PT. LD.„ ABV. ). i 0 BEARING HALL BEARING ABOVE FLOOR LINE ABOVE POINT LOAD ABOVE MULTIPLE 2x STUDS e POINT LOAD SMOKE DETECTOR IIOV INTERCONNECTED H/ BATTERY BACK-UP. PER IRC 514 O CARBON MONOXIDE DETECTOR PER IRC 515 * * * SHEAR NOTE: SEE. SHEET LI FOR SHEAR WALL LOGATIONS, SHEAR WALL NAILING SGHEDULE, $ DETAILS. B -I 5-1/8" X 15" G.L.S. 24F-\/4 ABV. PLATE r =ii L -J 0# XQ ON 5- /8" X 2" G.L.S. 24F -V4 SET BOTTOM OF PORCH BEAMS FLUSH WITH BOTTOM OF FLOOR TRUSSES c� R�� P cPX-I/8"1x042 G.L.S. 24F -V4 r = 1 L -J S-2 5-1/5" X ci" G.L.B. 24F -M4 I\ / 5-1/6" x n I ( I GLIB. 2�F-\/41 I / \ I I/ \I I r+ r — 1 TRUES R .� TaLL .. L ////// 1I J -/Pr 4XId DF#32 SHEAR LL OVE 4X I O 9F#2 -A- 0 1- N W In 0 J W 0 inz In z 0 In LU z x10 DPP F#2 S-5 4X 0 DF#2 E31-10. PLATE I L 0-4 5-I/8" X 15" G.L.S. 24F -V4 ASV. PLATE GB-I 5-I/8" X I6 -I/2" G.L.B. 24F -V4 11'-O" LONG 0# X -Q LI - ALL BUILT UP STUD/ COLUMNS USE I6d NAILS e 12" O.G. STAGGERED TO ATTACH MEMBERS. NAILING IS TO OCCUR AT THE FACE OF THE STUD CSI6 Si i<AP BOTH SIDES OF BEAM TYPICAL AT BEAM TO HALL/POST CONNECTIONS Di6viza- U1=1=31R.LOO AM 1PLN RECEIVED CITY OF TUKWILA MAY 032016 PERMIT CENTER SEE GENERAL NOTES SCALE: 1/4" = 1'-O" CODE COMPLIANCE APPROVED MAY 1 3 2016 City of Tukwila BUILDING DIVISION 13 118TH AVE NE . KIRKLAND, WA . 98033 . 425-828-4117 1- 41[ -I ./- 1---p n— Z < li i 4Z 0_ 111 o -1 0 L CL dote: 11-12-14 permit: revisions: drawn by: MWJ checked by: A 5 O� A al 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 bythe Oner prior to proceeding with the work, or the Owner shall accept ull responsibility for the cost to rectify same. NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS e 16" O.G. TYPICAL. ALL HEADERS TO BE 4 X 8 DF##2 UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATCH 2 X 6 WALLS. ALL EXTERIOR HEADERS MUST BE INSULATED WITH R -IO INSULATION PER WSEC FOR WINDOWS WITH OPERABLE OPENINGS MORE THAN 72" ABOVE THE FINISHED GRADE OR. SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4 SPHERE MAY NOT PASS THROUGH OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2OqO OR R6I2.3 SOLID BLOCKING UNDER ALL SEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN +12" OF DRAIN, SHALL BE SAI- i EY GLASS. SHOWER FLOW IS LIMITED TO 2.5 GAL/MIN. EXHAUST FANS LARGER THAN 50GFM 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: BEARING WALL BEARING ABOVE FLOOR LINE ABOVE PT. LD. POINT LOAD ABOVE ASV. �l MULTIPLE 2x STUDS e POINT LOAD SMOKE DETECTOR IIOV INTERCONNECTED IN/ BA! i i=RY BACK-UP. PER IRC 314 CARBON MONOXIDE DETECTOR PER IRC 315 *** SHEAR. NOTE: SEE SHEET LI FOR SHEAR WALL NAILING SGHEDULE, DETAILS. HOLDDOI/IN SCHEDULE MARK Ho 1_1201^1N/ STRAP FASTENERS WOOD MEMBER. THICKNESS/SPECIES ANCHOR REQUIRED T -I STHDI4/I4 R.J 24-16d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 MST45 (54)-1 6d (2) 2X4/2X6 STUDS HF/SPF f j T-5 MSTA56 (26)-IOd (2) 2X4/2X6 STUDS HF/SPF T-4 MSTG48B5 (58)-IOd (2) 2X4/2X6 STUDS HF/SPF T-5 HD7B (5)_ 5/4" 5-I/2" MIN. DF/SP SSTB25 (7/8") MIN. 24-7/8" EMBEDMENT TOP OF WINDOWS AT UPPER. FLOOR TO BE AT 7'-O" UNLESS OTHERWISE NOTED 50'-O" OVERALL 15'-2" 16'-10" 2'-6" 10'-8" 5'-4" S' -S" 2540 PIG. (5,,S.) 8040 XOX SLDR. (EGRESS) O in \ \ , f j - ri I 0 — I Q 1 0-- • Z m - 8'-O" VANITY MASTER I I \ X (v x BATH t- 0 Q LINEOUTSIDE H.S. 4'-3" O UT 0 E 0 J MASTER I �,. = 41-0"BELOW 2865_ BEDROOM N �' �+ \ CARPET 0 A - - - J I,� ' i SO CFM FANPOST VTO / / I FOR ALL HEADERS, BEAMS AND LOCATIONS, SEE SHEET A-7 ;,�+ (I' 1.' a v IIF° 110 IL I L- / / 0 _ I IOV_ S.D. 15'-0" \ - \ COM 0 o I 0 [---*AN TO - \ , _ in z_ Z � � = (� 1 I I II �2 (0 � //\\ \ N I _J P4S ' y t_ I I 0Im 0 - IIS II LL- - \�li _. = 0 Q N I Int z CO - �` BEDROOM _I .� In FOUR P a S CARPET ln J_ N OPTIONAL _L. \ \ . 0 \ 6'-6' di 0 5'-8" f 0 0 D. IiO /.D. I' -}r," 3'-10" ' SITTING © ROOM iIOV S.D. 0 c) u - 1..,.1t 0N In in 0 1 0 Q / /i 2668 N / BEDROOM 'cr 0 kn Two r 1- I I I I A /i 56'-O" OVERALL I \ X I�i�i CARPET I - N l`-1 1-w --�i 1 0 I - Pis I— - 1- _ IIOV S.D. I f-1 1 I. 15 CFM 1^IHOLE HOUSE FAN OPERATING I WHOLE 1 i HOUSE IaQ I GONTINUOSLY IN ACCORDANCE WITH N _1 - 0 15 O CFM U —_ J ASHRAE 52.2 _ FRESH AIR TO BE <D mZ FAN VTO n I PROVIDED WITH 0 \ \ - �y� t� I S AT ALL J -d -1 1 I i p 1 i OPERABLE W NDOWS s 1 l M I- 2 9.z 1 LAUNDR`I1-1 1-' _ i m - ki AN 5.-6" ELI 1T0.• VANITY n R H.S. � N al I Q 0 10 0 0 (_ff 1 m o o N _ 0 H.S. \ mzZ �6 0 II0a LJ 0 \ OD ® 1I1� N� 1 I N l(1 = S I IOv S.D. 111" 0 I _I 3'-4" T-8'770WN u 176.-10" I - / 't - R /Id y RISERS I NI TUB/SHOWER R.O. = 5' O-14'6 SEE NOTES LINEN NI 2868 N 1ii/ iiiiiiiiiii»/iiii L \_ /liiii r \ \ j, PI -4" • A 5'-6" 3'-2" \ N EFF. I IIS I I� I II= /\ II V/s PI -4" N / \ II A • �� 0 I / / o `m' GAS FURN li- \ _il COMBUSTION AIR. INTAKE TO TRAVEL 0 Ii Q i IOV S.D. 3'-6" FURN - — -I IIOV S.D. (IF WALL AND - THROUGH FLOOR COMBUSTION AIR FOR i THE FURNACE- SIZE EDROOM p DOORS ADDED) I PER MFG. SPECIFICATIONS - j tIB THREE I \ W CARPET BONUS I _ Q .ice \ ROOMI tV I \ �9 0 I(n Os in 2468 I id (V CARPET LINE OF OUTSIDE I 0 N I 0 I 0 I=I% _ I I Q- I d) WALL BELOW I r CC 0 ----1--- 6020 G. 5'-10" 51-2" II' -0 " 4'-4" 8046 XO SLDR. (EGRESS) 101-4" 41-4" Ici'-O " 50'-0 OVERALL c RECEIVED CITY OF TUKWILA MAY 032016 PERMIT CENTER U1=F' L..00 frAR. AN SEE GENERAL NOTES SCALE: I/4" = 1'-0" date: 11-12-14 permit: revisions: drawn by: MWJ .he .kked by: ?.G Ae) iItViEWED i -U 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 froceeding with the work, or the Contractor shall accept ull responsibility for the cost to rectify same. EAVE PROTECTION PER !RC R502.1 IF EAVES ARE NI THIN 5' OF THE PROPERTY LINE, THEN A ONE HOUR. FIRE RESISTANCE RATING IS REQUIRED IF THERE ARE BIRD BLOCKING VENTS OR GABLE END VENTS. IF THERE 15 SOLID BLOCKING AND NO VENTS, THEN THE FIRE RESISTANCE RATING CAN BE REDUCED TO ZERO HOURS. AF5O ROOF VENT LOCATIONS PER PLAN SOLID BIRD BLOCKING AT WALLS 5' OR LESS FROM THE PROP. LINE 2X6 EXTERIOR WALL TRUSSES PER PLAN ONE HOUR EAVE DETAIL ( IF PLAN REQUIRES) ROOF FRAMING NOTES CUT RAFTER TAILS TO MATCH 2x4 TRUSSES CONNECTORS SHALL BE ENGINEERED BY i KUSS MANUFACTURER ROOF PITCH SHALL BE 5:12 TYPICAL UNLESS NOTED OTHERWISE ROOF OVERHANG SHALL BE 12" U.N.O. ♦• 2x6 OVERFRAMING BEARING BELOW Q 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. 5. 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 L5O AT MIDSPAN. USE SIMPSON STC CLIPS AT NON-BEARING WALLS ROOF VENTING CALCULATION -PER 2012 IRC 8806.2 OVER UPPER FLOOR 1668 SQFT AREA = 5.56 SQFT REQUIRED 300 (5.56) X (509) = 2.78 SQFT MIN. REQU I RED AT EAVES TYPIGAL TRUSS BLOCK HAS (4) 2 0 SCREENED HOLES PROVIDING 6.28 SQ. I N. (.044 SQFT) PER BLOCK. APPROXIMATELY 14 VENTED BLOCKS= .61 SQFT PROVIDED PROVIDE 7 AF50 VENTS AT EAVE LINE = 2.58 SQFT PROVIDED (5.56) X (50%)= 2.78 SQFT MIN. REQUIRED WITHIN 5' OF THE RIDGE AF50 ROOF JACK VENTS= .54 SQFT EACH VENT PROVIDE ci AF50 VENTS= 5.06 SQFT PROVIDED TOTAL VENT AREA PROV I DED = 6.05 SQ FT ROOF JACKS ® 24" O.G. TYP. 4X8 DF#2 RB -I S-1/8" X 10-1/2" G.L.B. 24F -V4 AF50 ROOF VENT 4' EXHAUST ROOF JACK ❑ 4' EXHAUST ROOF JACK ❑ AFSO ROOF VENT AFSO ROOF VENT AFSO ROOF VENT AFSO ROOF V=NT n AFSO ROOF VENT RIDGE AFSO ROOF VENT AFSO ROOF VENT 5:12 F50 ROOF AFSO ROOF J VENT VENT AFSO I ROOF VENT ii AFSO ROOF VENT 4" EXHAUST ROOF JACK ❑ '///////////// P1-4" BELOW AF5O ROOF VENT AFSO ROOF VENT AF50 ROOF VENT LU 6 V 0 AFSO ROOF VENT b' EXHAUST ROOF JACK ♦�.♦�i ►♦♦ii 411:♦ -111":41153r I 0♦ii♦iTiiRiii♦♦♦�♦♦i♦i♦i•ii♦♦♦•ii♦♦♦♦i♦♦♦♦i♦ • -i! \ 6 RB -2 3-I/8" X c " G.L.B. 24F -V4 PRE. MFG. TRUSSES ® 24" 0.G. AFSO ROOF VENT FIREPLACE ROOF NO OVERHANGS NO VENTED BIRD BLOCKS AT ROOF - INSTALL (I) AF50 VENT AT F.P. ROOF 2X4 HF**2 RAFTERS ® 24" O.G. RECEIVED CITY OF TUKWILA MAY 032016 PERMIT CENTER 00 'LAN SEE GENERAL NOTES SOALE: 1/4" = 1'-0" NEVIEVVEU I -UN CODE COMPLIANCE APPROVED MAY 1 3 2016 City of Tukwila BUILDING DIVISION 13 118TH AVE NE • , WA • 98033 425-828-4117 �.o`/-,"'% I N. EL -EY Pcate : 11-12-14 permit: revisions: drawn by: MWJ checked by: f--ir O, A i A a NEVIEVVEU I -UN CODE COMPLIANCE APPROVED MAY 1 3 2016 City of Tukwila BUILDING DIVISION 1^iritten 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 some. R-4ci @ ATTIC tit WAWA WO tit BEL7ROOM POUR DINING ROOM R. -2I @ WALL R -5O @ FLOOR S GT I ON A -A SEE GENERAL NOTES SCALE: 1/4" = I' -O" UPPER FLOOR P.L. FIN. FLR. UPPER MAIN FLOOR P.L. FIN. FLR. MAIN 9 4"4' DOWNSPOUT TIGHTLINE W/ POSITIVE DRAIN TO STORM SYSTEM RECEIVED CITY OF TUKWILA MAY 032016 PERMIT CENTER 0 0_ dot: 11-12-14 permit: reviSionS: drawn by: MINJ checked by: Si-+i=i=T c F CODE COMPLIAI' APPROVED MAY 1 3 2016 City of Tukwila BUILDING DIVISION ef-feAm V ALL SGf-fe1.,ULe 'MR 2012 IBG GENERAL NOTES: THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, AND HOLDOWNS. LOCATE HOLDOWNS AS CLOSE AS POSSIBLE TO THE END BOLTS, WASHERS, 4 NAILS IN CONTACT WITH P.T. WOOD TO BE SEE PLANS TO DETERMINE NAILING, ANCHOR BOLTS, OF THE DESIGNATED ALL. ALL HOLDOWNS, ANCHOR HOT DIPPED GALVANIZED. P1 = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD NAIL SPACING z O t- 2 i( A SILL OPTIONAL BASE HEM FIR #2 MARK 1/16" TOP 4 BTM. A35 BLKG. PLATE SIMPSON MASAP PLATE VALUE EDGES FIELD PLYWD. PLATES ANCHORS REG'D. ANCHOR BOLTS ANCHORS NAILING (#/LF) PI -6" 8d 6" 12" 6" IS" O.G. 2x4 5/8" ' 45" ® 48" 4 ENDS (2) 16d 4910" 240 PI -4" 8d 4" 12" 4" 16" O.G. 2x4 5/8" @ 32" @ 30" 4 ENDS (2) I6d @ 1" 349 PI -3" ** Sd 5" 12" 3" 14" O.G. 3x4 5/8" @ 24" @ 24" 4 ENDS (2) I6d © 5" 450 PI -2" ** 8d 2" 12" 2" 12" O.G. 3x4 3/4" ® 24" © 18" 4 ENDS (2) 16d ® 5" 585 P2-6" ** 8d 6" 12" 6" 10" O.G. 3x4 5/8" ® 24" WA (2) I6d ® 5" 480 P2-4" ** 8d 4" 12" 4" 8" 0.G. 3x4 3/4" @ 20" WA (3) I6d ® 5" 100 P2-3" ** 8d 3" 12" 3" 8" O.G. 3x4 3/4" ® 16° WA (4) I6d ® 5" 900 P2-2" ** 8d 2" 12" 2" 8" O.G. 3x4 3/4° @ 12" WA (4) I bd 6 4" 1110 **NOTE: WALLS WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS 8 PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS PER IBC 2012, TABLE 2306.3.1. 3X FRAMING WILL BE NOTED ON PLAN. I. USE POWER -DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAMSET WHERE APPLICABLE. 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 3. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALLS. 4 A35 ANCHORS ONLY REQUIRED IF SHEATHING BREAKS AT RIM. IF SHEATHING OVERLAPS RIM OR BREAKS AT DOUBLE TOP PLATE, NO A35 ANCHORS ARE REQUIRED SHEAR WALL NOTES 1/16" OSB OR PLYWOOD SHEATHING - USE Sd COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL ® 12" O.G. TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL SPACING IS SPECIFIED AT PANEL EDGES, USE I-1/2" Sd SHORT NAILS OR 3X STUDS WITH 8d COMMON NAILS. FOR 2" NAIL SPACING, USE 3X STUDS AND STAGGER PANELS. WHERE PLYWOOD IS 2 SIDES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD - USE Sd COMMON NAILS @ 10" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G. AT ALL PANEL EDGES AND 4" 0.G. AT ALL SHEAR WALLS, UNLESS OTHERWISE SHOWN ON PLANS. FLOOR JOISTS - JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SHALL BE GROSS BLOCKED AT 48" O.G. @ EDGES IN/ (4)10d NAILS FOR THE FIRST BAY. 3" x 3" x 1/4" SQUARE WASHERS AT ALL ANCHOR BOLTS. 1/16" OSB OR PLYWOOD SHEATHING - STAPLE SCHEDULE ALLOWABLE C11EAR VALUES WITH HEM FIR #2 STUDS 2" 16 GA. STAPLES ® 15 GA. STAPLES @ 14 GA. STAPLES 3" O.G. - 280 #/ft. 4" O.G. - 280#/ft. 4" O.G. - 303#/ft. 2" O.G. - 360#/ ft. 2-1/2" 0.G. - 430#/ft. 3" O.G. - 390#/ft. 4" O.G. AND 10d NAILS 2" O.G. - 504#/ft. ® 5" O.G. - 620#/ft. FIELD SPACING: 12" O.G. NAILS 4 STAPLES. HOLDOWNS - INSTALL SIMPSON HOLDOWNS OR EQUIVALENT AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWINGS. TO ATTACH USE 2X OR 3X HF #2 CONSTRUCTION GRADES AS SHEAR WALL BOUNDARY ELEMENTS. HOLDOWNS ARE ONLY REQUIRED WHERE SHOWN ON PLANS. IL.2,c TOP PER PLAN /f PLATE HEADER EXTEND TO END WALLS NAIL SHEATHING TO (.3) *4 VERTICALS *4 HORIZ. 12" OG GONG. STEM WALL I I' HEADER 0 2' O.G. ES.N. (2) 2x STUDS CONNECT PLYWOOD W/ Ed NAILS 0 2' O.G. • TO ALL STUDS, PLATES * HEADERS gP" 'i— I –I APA RATED SHTG. 9b" MIN. 24/0 EXP. I STHDI4 WOOD TO CONCRETE CONNECTORS OR EQUAL 2 - Ex PLATE NAIL SHEATHING TO EACH PLATE 3/4' 17 X 10' AO. W/ 5 X5"XI/4" PLATE WASHER DONT. FOOTING ELEVATION VIEW OUTSIDE OF GARAGE 74 INSIDE OF GARAGE PLAN VIEW OF CONCRETE STEM WALL I GARAGE DOOR LATERAL RESTRAINT PANEL SEE GENERAL. NOTES SHEAR WALL SI MPSON STRAP PER PLAN NAIL PER NO SCALE SIMPSON SPECIFICATIONS 1 tT-Tfifi T -T N SHEAR WALL PER SHEAR WALL CALCULATIONS NAIL BOTTOM PLATE TO TOP TRUSS CHORD BELOW PER SHEAR WALL SCHEDULE Aft AlEk PROVIDE 4X12 BLOCKING TO HANG OFF 4X6 TRUSS CHORDS WITH CONCEALED FLANGE HANGERS WHERE MST 45 STRAPS COME FROM SHEAR WALL ABOVE OPEN WEB TRUSSES PER TRUSS MANUFACTURER TRUSS MANUFACTURTER TO PROVIDED 4X5 CHORDS AT TRUSS ENDS WHERE THERE 15 TO BE AN MST4S STRAP SHEAR WALL AT FLOOR TRUSS (TRUSSES PERPENI7I GULAR) TRUSSES PER PLAN JT NO SCALE PLYWOOD ROOF SHEATHING 2X4 BLOCKING Sd NAIL ®3" o.G. TO 2X4 BLOCKING 8d NAIL ® 6" o.c.. TO TRUSS A (4) IOd TOENAILS V -B .ACE TO LL PLATES 2X5 V -BRACE '0 8'-O" o.c. (2) 2X TOP PLATE 2X STUD/ SHEAR WALL PER SCHEDULE SHEARS IAIALL FERF. TO TRUSS NO SCALE TRUSSES OR RAFTERS PER PLAN ROOF SHTG - NAIL PER SHEAR WALL SCHEDULE Sd ® 6" O.G. 2X BLKG. W/ I6d ® V 5" O.G. i ENT HOLES (RIP BLK'G.) OVERHANG * FASO A SHEATHING PER SHEAR SCHEDULE 2X STUD WALL ® 16" O.G. I HI ANCHOR co 24" O.G. TYP. SHEARWALL TO ROOF GONNEGTI ON NO SCALE bt 3 RECEIVED CITY OF TUKWILA MAY 03 2016 PERMIT CENTER 012 REGISTER ARCM GA THOMAS NASO STATE OF WASNIN GTON r R .►ODE COMPLIANCE APPROVED MAY 132016 City of Tukwila BUILDING DIVISIOI )3 118TH AVE NE . KIRKLAND, WA . 98033 . 425-828-4117 __- it( 44- z O t- 2 i( A 4Z al A liiV L 0 0 L 0 date: 11-12-14 prmit: revisions: drawn by: M U checked by : I--f-1-- rL-I L.1 I r R .►ODE COMPLIANCE APPROVED MAY 132016 City of Tukwila BUILDING DIVISIOI 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. My such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept Nil 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 ATTIG SOLID SHEATHING OR GDX PLYWD. WHERE EXPOSED TO WEATHER IX FASCIA BD. W/ METAL GUTTER ROOFING MATERIAL FINISH PER ELEVATION ON 7/16" OBS SOLID GDX 24-0 PLYWOOD SHEATHING; 8d ® 6"O.G. EDGE 8d ® 12" O.G. FIELD (1/16" OSB AGX PLYWD ® EVES) MIN. I5# UNDERLAYMENT NAIL 6" EDGE, 12" FIELD WITH 8d NAILS, U.N.O. TOP PL. 2X BIRD BLK'G. W/ 2" SCREENED VENT HOLES NTH 1/4" CORRPSION RESISTANT METAL MESH COVERING FIN. FLR. A35 CLIPS AT FLOOR TO RIM CONNECTION SEE GHEAR WALL SCHEDULE ON SHEET LI FOR SPACING TOP PL. (2) 2x TOP PLATE, LAP CORNERS, OFFSET END JOINTS BY 48" Tf&" 05B. 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 APPROVED TRUSSES BEARING MANUFACTURER'S SEAL. SEE ROOF FRAMING PLAN FOR SPACING INSULATE PER WSEG L.IVIN& 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-1 L r J L J 1 r-1 FIN. FLR. z 4"4) D.S. TIGHTLINE, POSITIVE DRAIN TO STORM SYSTEM FIN. GRADE TO SLOPE -- AWAY FROM BUILDING I I 1/2" GYPSUM WALLBOARD, TYP. W/ PVA VAPOR BARRIER ® 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 -" PLATE WASHERS ® 48" o.c. NO LESS THAN 4" 4 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. 34" Tt G PLYWOOD SUB -FLOOR (GLUED 4 NAILED) NAIL 6" EDGE, 12" FIELD W/ IOd NAILS. 111111111111 T \ REBAR PLACEMENT 1 SEE DETAIL #2 ABOVE ,) Z� 2x P.T. SILL /MAXIMUM ( 48" UNBALANCED / BACKFILL FOR FOUNDATION WALL dJ #4 REBAR W "J" BAR s/8"X 10" ANCHOR BOLT W/ 3"X3 "X 1/4 " PLATE WASHERS © 48" o.c. NO LESS THAN 4Y2" 4 NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETC. 1" MIN. EMBEDMENT INTO GONG. EXCEPT 0 SHEAR WALLS - SEE SHEAR WALL NAILING SCHEDULE. #4 REBAR ® 16" O.G. HORIZONTAL #4 REBAR ® 48" O.G. VERTICAL 3" MIN. GLR. TYP. ALL FOOTINGS TO BEAR ON BEARING SOIL OUNI,AT I ON TA I L SCALE: N.T.S. INSULATE PER WSEG., GRAIAILSFAGE SEE FOUNDATION PLAN FOR BEAM SIZE 4 POST SIZE / SPACING 6 MIL. POLY VAPOR BARRIER 40# FELT PER IRC. R403.1.3 4 R403.I.3.1 TOP FLANGE JOIST HANGER PER PLAN SOLID BLOCKING BRC. WALL ABOVE TYP. HANDRAIL: GRIP I14" - 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 10��4" L 1 3411 NASH AND ASSOCIATES GENERAL NOTES: I. All construction per applicable codes and ordinances. 2012 IRC, IBG.-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. FIREBLOCK STAIRS: ONCE IN TOP 4 BOTTOM OF RUN BETWEEN STRINGERS 4 ALONG RUN BETWEEN 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 "SIMPSON" HGAMIO POST TO GONG. ALL REINFORCEMENT MUST BE TIED IN PLAGE FOR FOUNDATION INSPEGITON SEE FOUNDATION PLAN FOR FTG. / FON. SIZE ALL FOOTINGS TO BEAR ON I GRAVEL TO EXTEND AT LEAST \ BEARING SOIL I ONE FOOT BEYOND OUTS IDE I EDGE OF THE FOOTING AND 6 INCHES I ABOVE THE TOP OF THE FOOTINS AND I COVERED WITH AN APPROVED FILTER I MEMBRANE MATERIAL PERFORATED PIPE \� SHALL BE PLACES ON A MINI MUM OF 2 INCHES OF WASHED GRAVEL OR GRISHED ROCK AT LEAST ONE SIEVE SIZE LARGER THAN PERFORATION \ AND COVERED WITH NO LESS THAN 6 I NCHES \ OF SAME MATERIAL — — HANGER 3 2x12 STRINGERS 2X4 BLOCKING (FIRESTOP) FIREBLOGKS STAIR :PETAL - TYPICAL - SCALE: N.T.S. a. GARAGE 4" GONG. SLAB ON 4" GRANULAR BED a TYPICAL V ALL. SECTIONS SCALE: N.T.S. SEE FOUNDATION PLAN FOR PAD SIZE ALL FOOTINGS TO BEAR ON BEARING SOIL L STAIR NOTES: RISER HEIGHT = -1-3/4" MAX. TREAD DEPTH = IO" MIN. 4. One window per bedroom shall meet egress code. 5. Skylight glazing per 2012 IBC. S. 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. 4. 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 (6185 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. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA: TERMITE: DECAY: WINTER DESIGN TEMP: ICESHIELD REQUIRED: FLOOD HAZARDS: AIR FREEZING INDEX: MEAN ANNUAL TEMP: DESIGN DATA: SLIGHT TO MODERATE SLIGHT TO MODERATE 11° NO 2003 1492 FIRM 250 50 ROOF LOADS: FLOOR LOADS: LL 25#/SF (SNOW) DL 15#/SF TOTAL 40#/SF LL 40#/SF DL 10#/SF TOTAL 50#/SF DECK LOADS: LL 60#/5F DL 10#/SF TOTAL 10#/5F SOIL : 1500 PSF MINIMUM CONCRETE: 2500 PSI AFTER 28 DAYS (51.SACK MIX) -3000 PSI FOR EXTERIOR FOUNDATION WALLS, PORCI ICS, STEPS, AND OR GARAGE SLABS- AIR ENTRAINMENT 15 BETWEEN 5-1% (TABLE 402.2 IRC) STEEL : GRADE 60 REINFORCING STEEL REQUIRED PER IRC R404.I.2.3.1.1. MASONRY : PER 2012 IBC WOOD : PER 2012 IBC NAILING : PER 2012 IRC NAILING PER TABLE R602.3(1), 8802.10 WIND: 85 MPH SEISMIC: ZONE - D2 V = see design calculations(Wd1) WEATHERING POTENTIAL: MODERATE FROST LINE: 12" E.F.P.: 45 PSF 4" BEAM: 6" BEAM: DOUGLAS FIR #2 fv = 85 fb = 815 PSI E = 1,600,000 4" POST: DOUGLAS FIR #2 6" POST: fv = 85 fb = 815 PSI E = 1,500,000 JOISTS 4 RAFTERS HEM FIR #2 STUDS: fv = 15 fb = 550 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: T4G PLYWOOD OR OSB APA RATED STURD-I-FLOOR 16" O.G., 3/4" WALL 4 ROOF SHEATHING: APA RATED SHEATING 24/16 1/16" RECEIVED CITY OF TUKWILA MAY 032016 PERMIT CENTER FOOTING FOR : 8" WALL - 18"x 12" FOOTING 18" BELOW GRADE #4 STUB STEEL - 48" o.c. VERT. UNLESS NOTED OTHERWISE 5"s REGIS GR` THGM TACE oFwAgN1tJBTON ' ' _ t P FS NASH `l, � NASH & ASSOCIATES ARCHITECTS 11644 NE 80th STREET • KIItKLAND, WA • 98033.425-8284117 www ILD —I 1-- Li _I 4_1 __), -4...0 t: date: 01/01/10 permit: revisions: 05-02-14 drawn by: RO Checked by: SHEET 61 i4LVtLVVL.LJ 1 Vt\ CODE COMPLIANCE APPROVED MAY 132016 City of Tukwila BUILDING DIVISION,