Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D11-157 - THORNTON RESIDENCE - NEW HOUSE
THRONTON RESIENCE 13328 56 AV S D11 -157 Parcel No.: Address: City JP Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov COMBINATION PERMIT - NEW SINGLE FAMILY 2172000205 13328 56 AV S TUKW Project Name: THORNTON RESIDENCE Permit Number: Issue Date: Permit Expires On: D11 -157 10/14/2011 03/10/2012 Owner: Name: THORNTON RALEIGH J Address: 13328 56TH AVE S , TUKWILA WA 98178 Contact Person: Name: Address: Email: Contractor: Name: SARA SLATTEN 16720 REDMOND WY, SUITE G , REDMOND WA 98052 SSLATTEN@ARMSTRONG- HOMES. C O M ARMSTRONG CONSTRUCTION CO INC Address: 2709 AUBURN WY N , AUBURN WA 98002 Contractor License No: ARMSTC *373NO Phone: 425 - 749 -9945 Phone: Expiration Date: 05/07/2012 DESCRIPTION OF WORK: NEW SINGLE FAMILY RESIDENCE TOTALING 1602 SQ FT TO REPLACE EXISTING SINGLE FAMILY HOME (980 SF). PUBLIC WORKS ACTIVITIES INCLUDE EROSION CONTROL, SANITARY SEWER RECONNECTION, STORM DRAINAGE (SPLASH BLOCKS PER THE GEOTECH ENGINEER), WATER SERVICE AND NEW 1" FIRE PREVENTION LINE BOTH FED FROM 3/4" EXISTING WM, 1" FIRE PREVENTION (DCVA) DOUBLE CHECK BACKFLOW LOCATED AT THE STREET BEHIND THE WM AND POWER /TELECOMMUNICATION UNDERGROUNDING. Value of Construction: $202,422.90 Type of Fire Protection: SPRINKLERS Type of Construction: Electrical Service Provided by: SEATTLE CITY LIGHT Fees Collected: $5,197.72 International Residential Code Edition: 2009 Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: N N Y Y Y Y Water Main Extension: Water Meter: N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 10 c.y. End Time: Fill 10 c.y. Start Time: End Time: Private: Profit: N Private: ** *continued on next page * ** Public: Non - Profit: N Public: doc: IBC- SF7 /10 D11 -157 Printed: 10 -14 -2011 Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie Date: 1011gEt1 x- ed this permit and know the same to be true and correct. All provisions of law and ordinances with, hether specified herein or not. The granting of this permit does not pr construction or the performance of work. to this permit Signature: Print Name: to give authority to violate or cancel the provisions of any other state or local laws regulating am authorized to sign and obtain this development permit and agree to the conditions attached 6u2 Date: (o l (q I This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDMONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional m responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: All wood to remain in placed concrete shall be treated wood. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that doc: IBC- SF7 /10 D11 -157 Printed: 10 -14 -2011 the source of ignition is not less than 18 imcilabove the floor surface on which the equipmlir appliance rests. 15: 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. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Thkwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: ** *PLUMBING AND GAS PIPING * ** 20: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 21: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 22: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 23: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 24: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 25: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R -3. 26: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 27: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 28: All pipes penetrating floor /ceiling assemblies and fire - resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 29: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 30: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 31: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 32: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures and fittings in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency and Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments. 33: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 34: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 35: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. doc: IBC- SF7 /10 D11 -157 Printed: 10 -14 -2011 36: A final report documenting required sp inspections and correction of any discrepan noted in the inspections shall be submitted to the Building Official. al inspection report shall be prepared by t proved special inspection agency and shall be submitted to e Building Official prior to and as a condition o rural inspection approval. 37: ** *FIRE DEPARTMENT CONDITIONS * ** 38: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 39: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2050) 40: Acceptance of residential fire sprinlder systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. 41: All new sprinkler systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder systems and all modifications to sprinlder 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 sprinlder work shall commence without approved drawings. (City Ordinance No. 2050). 42: Maximum grade for all projects is 15 %. 43: 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) 44: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 45: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 46: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 47: ** *PUBLIC WORKS DEPARTMENT CONDFFIONS*** 48: Minimum 48 hours in advance the applican or contractor shall call Public Works at (206)433 -0179 to schedule a PW pre - construction meeting with Public Works Project Inspector Mr. Dave Stuckle. The applicant must notify the City Project 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. 49: Contractor shall notify Public Works Project Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. Contractor shall purchase and install MUELLER Residential Fire Service Connection (Full Flow, Uni -cast Body) and associated fittings to accommodate the existing 3/4" water meter. See attached Valve Domestic System Detail WS -O 1 FIRE, which needs to be adjusted for existing 3/4" meter. Sanitary sewer shall be installed per City of Tukwila Detail SS -02. 50: Work affecting traffic flows shall be closely coordinated with the City Project Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 51: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 52: Any material spilled onto any street shall be cleaned up immediately. 53: A revision plan shall be submitted for any work inside the City Right -of -Way together with a valid Insurance Certificate naming City of Tukwila as additional insured, bond or other means of financial guarantee in the amount of 150% cost of work in the Right -of -way together with a current contractors Business License with the City of Tukwila. 54: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 55: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this tune 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. 56: 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. doc: IBC- SF7 /10 D11-157 Printed: 10 -14 -2011 57: The site shall have permanent erosion ol measures m place as soon as possible aftal grading has been completed and prior to the Final Inspection. 58: 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. 59: Driveway modifications shall be constructed in accordance with City standards. 60: It shall be verified in writing to the City Utilities Inspector that the fire loop system for the building contains a State Department of Health approved Double Check Valve Assembly (DCVA). Upon installation the backflow shall be tested by a certified tester and copy of the backflow test report shall be forwarded to Public Works Project Inspector.This shall be done prior to the Final Inspection. 61: Thereafter annual tests shall be performed by a certified tester at the property owner's expense and copies of passing test results shall be provided to City of Tukwila Water Department, 600 Minider Blvd, Tukwila, WA 98188, phone: 206 433 -1860, fax:206 575 -3404. 62: Prior to backfill of pipe and final permit sign -off applicant shall provide as constructed plan showing dimensions inrelation to the property line and the house. doc: IBC- SF7 /10 D11 -157 Printed: 10 -14 -2011 CITY OF TUKbrILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.citukwila.wa.us Combination Permit No. 1i1 (5-7 Project No.: (For office use only) COMBINATION PERMIT APPLICATION — NEW SINGLE FAMILY Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *please print ** PROPERTY INFORMATION — King Co Assessor's Tax No.: 2172000205 Site Address: 13328 56th Avenue South, Tukwila, WA 98178 Property Owners Name: Mailing Address: Same Raleigh & Myrna Thomton City State Zip CONTACT PERSON — who do we contact when the permit is ready to be issued Name: Sara Slatten Mailing Address: 16720 Redmond Way E -Mail Address: sslatten @armstrong - homes.com Day Telephone: (425) 749 -9945 Redmond City Fax Number: WA State (425) 883 -4741 98052 Zip GENERAL CONTRACTOR INFORMATION — Company Name: Armstrong Construction Mailing Address: 16720 Redmond Way Contact Person: Sara Slatten Redmond WA 98052 E -Mail Address: sslatten @armstrong- homes.com Contractor Registration Number: 4 P.m STC* 31314 0 City State Day Telephone: (425) 749 -9945 Fax Number: (425) 883 -4741 Expiration Date: 05/07/2012 Zip PROJECT INFORMATION — Valuation of project (contractor's bid price): $ 163,200.00 Scope of work (please provide detailed information): New single family home totaling 1602 square feet to replace existing single family home (approx 980 SF). DETAILED BUILDING INFORAMTION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement 0 lit floor 1,602 2nd floor 0 Garage ❑ carport ❑ 0 Deck — covered 0 uncovered rA 532 Total square footage 2,134 Sprinklered building? 0 yes ❑ no Fire suppression system proposed/required? ❑ yes ❑ no H:\ Applications \Fors- Applications On Line \2010 Applications \7 -2010 - Permit Application - SFR Combination.doc Revised: 7 -2010 bb Page 1 of 3 1 PUBLIC WORKS PERMIT INFORI ION — Scope of work (please provide detailed information): New single family home totaling 1602 square feet to replace existing single family home (approx 980 SF). CALL BEFORE YOU DIG: 1-800-424-5555 PLEASE REFER TO PUBLIC WORKS BULLETIN #1 FOR FEES AND ESTIMATE SHEET. WATER DISTRICT ❑ ...Tukwila ❑ ...Water availability provided SEWER DISTRICT VI ...Tukwila ❑ ...Sewer use certificate ❑...Water District #125 ❑ .. Highline ❑...Valley View ❑ .. Renton ❑ Sewer availability provided ❑ .. Renton ❑ .. Seattle SEPTIC SYSTEM: ❑ .. On -site septic system — for on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): ❑ ...Civil Plans (Maximum Paper Size — 22" X 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report. ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ ...Right -of -Way Use - Nonprofit For Less Than 72 Hours ❑ ...Right -of -Way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -Way ❑ Non Right -of -Way ❑ ❑ .. Work In Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line Fire Protection Irrigation Domestic Water ❑--Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Right -Of -Way Use - Profit for less than 72 hours ❑ .. Right -Of -Way Use - Potential disturbance ❑ ...Total Cut 10 Cubic Yards ❑...Total Fill 10 Cubic Yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - ❑ ...Permanent Water Meter Size " WO # ❑ ...Temporary Water Meter Size " WO # ❑ ...Water Only Meter Size " WO # ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑...Water Main Extension Public ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding 0... Deduct Water Meter Size FINANCE INFORMATION — THIS INFORMATION IS REOUIRED TO BE FILLED OUT WHEN REOUESTING WATER OR SEWER SERVICE Fire line size at property line number of public fire hydrant(s) ❑ ...water ❑ ...sewer ❑ ...sewage treatment MONTHLY SERVICE BILLING TO: Name: Day Telephone: Mailing Address: City State Zip WATER METER REFUND/BILLING: Name. Day Telephone: Mailing Address: City State Zip H: \Applications\Fotms- Applicetions On Line\2010 Applications\7-2010 - Permit Application - SFR Combination.doc Revised: 7 -2010 bh Page 2 of 3 1 EQUIPMENT AND FIXTURES — INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: Value of mechanical work $ 6,000.00 fuel type: ❑ electric 0 gas 1 furnace <100k btu 1 appliance vent A ventilation fan connected to single duct 1 thermostat 1 wood/gas stove water heater (electric) emergency generator other mechanical equipment PLUMBING: Value of plumbing/gas piping work $ 5,800.00 1 bathtub (or bath/shower combo) bidet 1 clothes washer 1 dishwasher floor drain 1 shower 2 lavatory (bathroom sink) 1 sink 2 water closet 1 water heater (gas) lawn sprinkler system 5 gas piping outlets PERMIT APPLICATION NOTES — APPLICABLE TO ALL PERMITS IN THIS APPLICATION — Value of construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. PROPERTY O 7wx_ R ORilj; ORIZED AGENT: Signature: Print Name: Mailing Address: 13328 56th Avenue South IDate Application Accepted: Date: t ' 7'— i 1 Day Telephone: '��na)?Jlq 0267 5-_ 7y Tukwila WA 98178 9 49l f S City State Zip Date Application Expires: 11— " - Staff Initials: H:\Applicalions\Fonns- Applications On Line\2010 Applications \7 -2010 - Permit Application - SFR Combination.doc Revised: 7 -2010 bh Page 3 of 3 1 ULLETIN A2 • TYPE WERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME 1#087 -o/t SPX, PERMIT # If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE $250 (1) Enter total construction cost for each improvement category:. Mobilization ig /OOO -- Erosion prevention 112-120, — Water/Sewer/Surface Water / 1600, --- Road/Parking/Access %�MIN6'I W 7750, A. Total Improvements " "" 0/2150, 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $1 00,000, but Less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. Enter total excavation volume cubic yards Enter total fill volume cubic yards $ Use the following table to estimate the grading plan review and permit fee. Use the Greater of the excavation and fill volumes. QUJANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 - 10,000 $49.25 10,001 - 100,000 $49.25 for 1 s 10,000, PLUS $24.50 for each additional .10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1sT 100,000, PLUS $13.25 for each additional 10 000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof GRADING Plan Review and Permit Fees (4; $ (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+-4-1.5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01.01.11 1 RECEIVED SEP152011 TUKWILA PUBLIC WORKS • • PUBLIC WORKS BULLETIN Al PERMITS AND FEES CITY OF TUKWILA Public Works Department 206 -433 -0179 This Bulletin summarizes permits Public Works (PW) issues for onsite development and for activities in the right -of -way. Public Works permits can be issued as part of a building permit or as a Miscellaneous permit. Most Public Works permit fees are flat rates, except for Type C permit fees, which are based on the value of the construction work. For Type C permits, PW collects a base application and plan review fee when the application is submitted and a Permit Issuance and Inspection fee when the permit is issued. Flat rate permit fees are due when the permit is issued. After the permit is issued, PW may assess additional fees for Revisions and inspections. These additional fees must be paid before the PW Final Inspection occurs. Refer to Bulletins A2, A4, A6, and A7, for more information. PERMIT DESCRIPTION Short -term Nonprofit Type A Issued for 72 hours to nonprofit organizations for assemblies, bike races, block parties, parades, parking, processions, nonmotorized vehicle races, street dances, street runs. Flat Rate $50 Short -term Profit Type B Issued for 72 hours to for - profit entities for fairs, house moves, sales, street closure. Flat Rate $100. Construction Type C Issued for 180 days for activities in the right -of -way and on private property. These activities include sewer, water, storm drainage, grading, street improvements, boring, culverts, curb cuts, paving, driveways, fences, landscaping, painting/striping, sidewalks, trenching, utility installation/repair. Calculated fee based on construction value. Refer to Bulletin A2 to estimate permit fees. Long -term Type D Issued for periods greater than 72 hours for activities which do not disturb the right -of -way including: air rights, bus shelters, access to construction sites, loading zones, newspaper sales, recycling facilities, sales structures, sidewalk cafes, awnings, benches etc, underground rights, utility facilities, waste facilities. Flat Rate $100. Potential Disturbance Type E Issued for 180 days for activities having a potential to disturb the right -of -way, such as hauling 6 loaded vehicles/hr /8 hr day for 2 or more consecutive days or hauling hazardous waste. Flat Rate $100. Blanket Type F Issued for 365 days to telecommunications and cable franchisee, and utilities for connections, repairs, pulling cable through existing conduit, and emergencies. Flat Rate $250 plus $5000 PW inspection deposit. Flat Rate $100/PW Inspection. Approved 09.25.02 Last Revised 01.01.11 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 2172000205 Address: 13328 56 AV S TUKW Suite No: Applicant: THORNTON RESIDENCE RECEIPT Permit Number: Status: Applied Date: Issue Date: D11 -157 ISSUED 06/07/2011 10/14/2011 Receipt No.: Initials: User ID: R12 -00872 LAW 1632 Payment Amount: $1,470.00 Payment Date: 03/01/2012 11:49 AM Balance: $0.00 Payee: LAURA L JIMENEZ TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 1029 1,470.00 Account Code Current Pmts PW PAVEMENT MITIGATION 000.344.101 Total: $1,470.00 1,470.00 doc: Receiot -06 Printed: 03 -01 -2012 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 2172000205 Address: 13328 56 AV S TUKW Suite No: Applicant: THORNTON RESIDENCE RECEIPT Permit Number: Status: Applied Date: Issue Date: D11 -157 ISSUED 06/07/2011 10/14/2011 Receipt No.: Initials: User ID: Payee: R11 -02693 WER 1655 Payment Amount: $63.00 Payment Date: 12/09/2011 02:31 PM Balance: $0.00 RALEIGH THORNTON TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 2509 63.00 Account Code Current Pmts PLAN CHECK - RES 000.345.830 Total: $63.00 63.00 doc: Receiot -06 Printed: 12 -09 -2011 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 2172000205 Address: 13328 56 AV S TUKW Suite No: Applicant: THORNTON RESIDENCE RECEIPT Permit Number: Status: Applied Date: Issue Date: D11 -157 ISSUED 06/07/2011 10/14/2011 Receipt No.: Initials: User ID: Payee: R11 -02294 LAW 1632 Payment Amount: $81.00 Payment Date: 10/20/2011 11:00 AM Balance: $0.00 ARMSTRONG CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 155664 ACCOUNT ITEM LIST: Description 81.00 Account Code Current Pmts PW ADDL PERMIT /INSP FEE 000.342.400 Total: $81.00 81.00 doc: Receipt -06 Printed: 10 -20 -2011 • C City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 2172000205 Address: 13328 56 AV S TUKW Suite No: Applicant: THORNTON RESIDENCE RECEIPT Permit Number: D11 -157 Status: APPROVED Applied Date: 06/07/2011 Issue Date: Receipt No.: R11 -02254 Payment Amount: $3,688.65 Initials: JEM Payment Date: 10/14/2011 10:20 AM User ID: 1165 Balance: $0.00 Payee: CONNIE J TAYLOR TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1020 3,688.65 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES MECHANICAL - RES PLUMBING - RES PW BASE APPLICATION FEE PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE 000.322.100 000.322.102.00.00 000.322.103.00.00 000.322.100 000.342.400 000.342.400 000.345.830 640.237.114 Total: $3,688.65 2,321.65 189.00 252.00 250.00 23.50 324.00 324.00 4.50 doc: Receipt-06 Printed: 10 -14 -2011 Cil 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 SET RECEIPT RECEIPT NO: R11 -01146 Initials: WER Payment Date: 06/07/2011 User ID: 1655 Total Payment: 1,653.04 Payee: LAURA L JIMENEZ SET ID: 060711 SET NAME: THORNTON SET TRANSACTIONS: Set Member Amount D11 -156 143.97 D11 -157 1,509.07 TOTAL: 143.97 TRANSACTION LIST: Type Method Description Amount Payment Check 1002 1,653.04 TOTAL: 1,653.04 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES 000.345.830 1,653.04 TOTAL: 1,653.04 INSPEC ION NO. INSPECTION RECORD Retain a copy with permit CZ /PERMIT NO. 7 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 tr, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: TWO,P rtn/ ,Q € S Type of Inspection: Pi IvA! 21 / / L.v/ h/-. Address- /3325 56, Av5 Date Called: Special Instructions: Date Wanted:. 3— 2 -/7 > P.m. Requester: Phone No: .2 5 3-76 - /b/ 2 EziApproved per applicable codes. Corrections required prior to approval. COMMENTSY,Jfi1/f QG j ,%F- ,p 410/ "AA: a/ Date: R SPECTION FEE REQ 13l tRED. Prior to next inspection, fee must be id at 6300 Southcenter d., Suite 100. Call to schedule reinspectioh. /3 INSPECTION NO. CITY OF TUKWILA BUILDING 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 INSPECTION RECORD Retain a copy with permit PERMIT NO. 11�1•SION • (206) 431 -3670 Project: • 7/40416 41 AV 5 Type of Inspection: /A/y/ -64.5 ,i.PF , Addre s: / 228 SG 4v s Date Called: Special Instructions: Date Wanted:. .� - z /2 ent p.m. Requester: Phone No: A2s3— 67d-- /G /7 Approved per applicable codes. E Corrections required prior to approval. COMMENTS: rev,.,- '1�6/- ��"7• -� / I spect Date: 3 -2 -ice' RE)NSPECTION FEE REQI IRED. Prior to next inspection. fee must be id at 6300 Southcenter vd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1L/ / -"57 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 fe,Z (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Project: 7.--//0 A7% ' iPfc Type_ of Inspection: 1 r /A14L ff / ?/,416. J at Address: /3.34,2 .5-.4 ii/ S Date Called: 1- Special Instructions: Date Wanted:. ,3 _2..../2' 60 p.m. Requester: Phone No: .23-6-740- /6/ Approved per applicable codes. E Corrections required prior to approval. COMMENTS: -/s.3/‘ 09;4 arrvf?144' spect RE I °a -2 -/ 2 SPECTION FEE RE UIRED. Pri9f'to next inspection, fee must be id at 6300 SouthcenterBlvd., Suite 100. Call to schedule reins P ectioh. -- .....� _- 1/ INSPECTION NO. INSPECTION RECORD Retain a copy with permit b //- /A r7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 tZ., (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: • Q 7-H41? r0Ai /9F s Type of Inspection: A:7/ ."9L- ? ? /'IO,,v 6, Address: /J,3AB 5 4 Ar/ 5 Date Called: 40 ,' /9a/.v,, J - /-",‘A,,,/ 4/ e/' t, Special Instructions: Date Wanted:.; -2 /e. 71/0,4;v9 J,ys' //4 / -- NS /elvif/7'u' p.m. Requester: Phone No: a?5 .? - 6 ?' -r6 /.P Approved per applicable codes. ® Corrections required prior to approval. 7 COMMENTS: 67 a. h1I,N 6 - ,Q,,4e M - /� L. 4. /era is q/. _ X; ',� / •rim , / P 12 /.c t.t./crIiCg i. Yii f N. r. 6.4 40 ,' /9a/.v,, J - /-",‘A,,,/ 4/ e/' t, /2/.zrlv,✓., - 64s. - t ��v,l4 �v #P cf iN/�& `1( S - Nt,, /a'V 71/0,4;v9 J,ys' //4 / -- NS /elvif/7'u' . /"/ re" , Airf / — /Vf�C / /c/ • I Date: a?- L 8 -,� SPECTION FEE r to next inspection. fee must be did at 6300 Southce er Blvd., Suite 100. Call to schedule reinspection. 4UIRED rio ern tif4H�asm �[..�a._ INSPECTION NO. INSPECTION RECORD Retain a copy with permit l)//-1 7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 A2.- (206) 431 -3670 Permit Inspection RequestLine (206) 431 -2451 Project: 77/4 A ?T '\/ ear's Type of Inspection: i " J'9G. - K. 45 Address: /232e- 5"4 Ad 5 Date Called: Special Instructions: Date Wanted:. a - 2/3 -/2 tt) Requester: Phone No: 2 -53 —6, 76 -/ /.Z aApproved per applicable codes. NCorrections required prior to approval. 7 COMMENTS: e L9'Wy INSPECTION FEE E4UIR iD. P 'Date: 61 -z9 -iZ R ` I rior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit Z//-/..5 7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 12_, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: - 7-11/0i?704J /l&.S Type of Inspection: i ilVt9L — , /2,.044/ Address: /3.3 -2 g -5-6 /`1!l S Date Called: Special Instructions: Date Wanted:. a.2 -- 2.8 -/z Va p. Requester: Phone No: .2SJ -67O - /G /�' ElApproved per applicable codes. Corrections required prior to approval. ,'� COMMENTS: /1/d NiT a,47-c. NSPECTION FEE I3EQUIRED. Prior to next inspection, fee must be p- id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. sal INSPECTION NO. INSPECTION RECORD Retain a copy with permit L' /- '57 PERMIT NO. a� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 14. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: 7—/I0 /276A/ /?F S Type of Inspection: • / /A/c9 - /Y •,,,fir/jer9j Address: /33.2B' s6 41/5 Date Called: . Special Instructions: Date Wanted:. 02 -a2 8 -/2 P.m. Requester: Phone No: .253- 6-7 .0 -/6/2 ESApproved per applicable codes. aCorrections required prior to approval. COMMENTS: a m 1'o 4 A / 'Date: ,.2 -zA -07 INSPECTION F E REQUIRRD. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request. Line (206) 431 -2451 JJ/ /- /5 7 Project: 7W0/? 'RAJ N% S Type of Inspection: /_ �A/4 C- P M,/APA/ 6 Address: ./?? .. r:j `"c, d91/ S Date Called: Special Instructions: geNse Date Wanted:. ,2-..2.8, -/2 a( p.m. Requester: Phone No: d -5 3- 67D- /CD /,7 IN/Approved per applicable codes. ECorrections required prior to approval. COMMENTS: Inspector: r Date: r7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectioh. _mac .. • • r' • •la: . :r- Pt • i..•• • • tf, tiT Qy • • 1r. It • •INSPECTION RECORD etain a copy with permit .INSPECTION NO., , • • . CITY-OP TUKWILA BUILDING DIVISION =63'00 5outhceriter Bjvd., #100, Tukwila. WA 98188 (206) 431 -3670 Perrnit Inspection Request Line (206) 431 -2451 &D. . PERMIT NO. Project: �� i Hei _ 1.1 ../? s Type of Inspection: .,Z�r 3 Address.. • •• Date Called: Special Instructions: • : J" • - • - 4 Date Wanted: _ /2 a.m- Reques er: Phone No 2 6 — 6 ZQ -. /6 / 2 proved •per applicable codes. E Corrections required prior to approval. COMMENTS:. • .) -77 bG) h/S 1/L • %i /d✓PO ,pia/ 7 Date: . E,INSPECTION FEE REQUIR D. Prior t next inspection. fee must be paid at 6300Southcenter Blv .. Suite 100. Call to schedule reinspection. .ltf:/., INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. • CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 r- DS t - is -7 Project: Type of Inspection: ice) A L I ZiJS. i 4414 -(/ A2 /tr 4C1gll - OtPAidi. ' r i - l a k N i r ()Q (E'S . Address: t `..326 .5 c u S Date Called: Special Instructions: • tC VSrc.731( -U 1 Date Wanted:. 12. %2 .e it) rein. �P Requester: i t ig _ P�ione No: .25 3 - 7,L.— / 6, +Z proved per applicable codes. LJcorrections required prior to approval. 1- COMMENTS: i 4414 -(/ A2 /tr 4C1gll - OtPAidi. 6 Dn -Pao5 S) c Tr Ste fia-rNyO r 01/ ki e 1 �Pc 4 -1'4-1 , ,,A44**// , 4444-7 -1 •Date: / �Z a b INSPECTION FEE REQUIR�D. Prior t'o next inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • r- INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 6z (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 c71 Li /- is 7 PERMIT NO. Project:. " - J/WS • Type of Inspection: r,/2441, G Address:. /332 ,.5"4 Au S Date Called: Special'lnstructions: Date Wan e // P.m- Requeste[;, Phone No: 6 2 5 3 - 6 7 4 ) - 7 6 / Z Approved per applicable codes. 1 Corrections required prior to approval. • COMMENTS: R NSPECTION FEE 's QUIRED. Prior o next inspection. fee must be Sid at 6300 Southcen er Blvd.. Suit- 00. Call to schedule reinspection. F � • F. INSPECTION RECORD Retain a copy with permit • INSPEC ION NO PERMIT NO. • • • CITY OF' TUKWILA BUILDING DIVISION 6300'Southcei ter Blvd., #100, Tukwila. WA 98188 se (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 r f , Project: /� , f 7%C) aie Type of Inspection: • R6 /661 - rn/- / /7r Address Date Called: Special Instructions: • ..._. ._ - • Date Waned:. /// / a.m~ p.m. Requester Phone No: as 4,70 .� - -- /i'7 /? 44Appr.cived per applicable codes. CO MENTSs aCorrections required prior to approval. _ bi4h / 7 4,;./ — 4,a'rv'eO 0_ 14 .h_ --;)x, 5 ,47/1.A..6 c ,5?) .041a0~0.erAgAig- 4/4:-/ki ifrt------- '''', � z/CT 3env/L TE S i /2e z« >e ,o t I SPECTI.ON FEE REQUIR •. Pr to next inspection. fee must be pat at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit /57 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 , , (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: 7VRA/r(.�/ / ?ES Type of Inspection: ( ' ` Address: /33e A l� 4o S Date Called: n ,y � ' �� / 'off � k./ Special Instructions: Date Wanted: 4,2— // Requester: Phone No: -5 "R - 676 --/6 /Z ❑ Approved per applicable codes. 'Corrections required prior to approval. , COMMENTS: I I ,e 741 do' NP 4(Jo2'i(- (d4/ PA f , lijr <1 c/`,04.1 a4hM✓ ?Ar / v /--0 bath,. Lt y Dw c/ft litdri - 'MST--6oPOO R NSPECTION FEE REQUIRE . Prior t., next inspection. fee must be id at 6300 Southcenter Blvd.. Suite 10'. Call to schedule reinspexction. '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) 431 -2451 • • • • (206) 431 -3670 Project: • • - , . 'T cq,r r) . . Type of Inspection: f) irt{ S (n.P�4ik .14 Address: . v'(, •.I • l k •SAM / -- Date Called: Special Instructions: `. Date Wanted:. �`a.r'? I (.-1 S I p.m. Requester: Phone No: 2. 53 - told - OpIL • Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ate. o aoi ivect �-r.. / 1 v� - 1-111Q1 c l+ b, +cte Le- 4e✓ (bv ?AAJA/-'< • Date: I�EINSPECTION FEE REQUIRED. Pri f to next inspection. fee must be paid at 6300•Southcent r Blvd.. Suite,!100. Call to schedule reinspection. • 1 4 • '`' INSPECTION RECORD Retain a copy with permit • IN ECTION NO. . •; PERMIT NO. • • 'CITY -Or'•- TUKWILA BUILDING DIVISION 6300 Southcenter,Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 ,'. . Permit bnspection•'Request Line (206) 431 -2451 • (g I5`] • •1. • • 1 ' Project: - Type of Inspection: / Arj / Address: _ IL AV Date Called: Sp cial InstrucUOns.: . - • • ' Date Wanted: . 'fcrt1„ I 1 — (s - (1 p.m. Requester: Phone No: 7,S? — (076 — I(012— f._ • • • • • proved per applicable codes. Corrections required prior to approval. COMMENTS: • 1 Date: i' V_ 11-- t 5`1 EI SPECTION FEE R QUIRED. Prior o next inspection. fee must be p d at 6300'Southcenter Blvd.. Suite 1 O. Call to schedule reinspection. INSPE TION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 INSPECTION RECORD Retain a copy with permit PERMIT NO. Project: I r{btt'8fJ c..- Type of Inspection: 11N i R1~ Looms - 112 Itriot Address: 1 2 3 G. h4V S. Date Called: ,I Special Instructions: Date Waned:. / Il"2 it P.m. Request r: 1 Phone No: Approved per applicable codes. EjCorrections required prior to approval. COM114f, TS: R.. NSPECTION FEE REf3l1IRED. Prior rCo next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. • . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: 'T146 rei"0 *3 RI c- Type of Inspection: •17:- °Cry I v-1 to WA-%`1,4-...1. Address: . t1374 Date Called: Special Instructions: . (St (INVA. llattyv. 054.lc7 1-0 1 Date Wanted:. 1 N — 1 — t' 0' Requester: Phone No: 2--" 3 6,0 — i i 7 Approved per applicable codes. COMMENTS: • EJCorrections required prior to approval. rt7Atkri4N) S A.pp elAke c-/ • REINS ECTION FEE REQUIR p. Prior to ne t inspection. fee must be • paid/at 6300 Southcenter BlvdiSuite 100. C ll to schedule reinspection. DLN46, INSPECTION RECORD p 4 ermit a copy with ermit 0/ / -/5 • •• INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: - • :.7 .OR'MA/,Q S • Type of Inspection: fOT /� O /6 /l ^- Dr�17)4 Ad'dres : 133,A..(9) . S , /9v S Date Called: / Special' Instructions: - • Date Wanted:. / 2 9- // a.m p.m. Requester: Phone No: akpproved per applicable codes. Corrections required prior to approval. COMMENTS: 0 /C"o , r/'G //(A'' - , pp%✓Pcf ..see f64-/J: / , wee 4 rej in/Ai - ,UAif.1) .12/11/ 4 • Date: ro -2 q--// SPECTION FEE REQUIRED. Prior tdiext inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 / t: )t ( VS'9 ypeo Inspection: .41 . A A 1 13 5 / _ _ Z. Date Called: Special Instructions: .r Date Wanted:. ( (.9 r 2- / ' (( '44.m. p.m. Requester: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 arm (? 6.4e .�.A./ _ 411,0444 ,g) SZiv &' j i' "us .i / pLAtar° , .3) rcrE3 ,.../G / 4,14.4-1,Jk4Mo J ) Rd? k /P ivii T evt, AOki, Vey C�a7`;ov'17 Reor. ;e 0)%15 Newts-it J (--Al, . IAOPat/At / — 1 A� A?y/r4 // ..,L iVSA1'�i;rix/ �/iY4 •- x159,0 "_! • lithtift, .r spe Date: • EINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �D INSPECTION RECORD Retain a copy with permit iPlI INSPECTION•NO. P RMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 (206) 431 -3670 Pro'ect: Type of In pection: 411A _G���S�de�a� Address: 13 5 6 (9 A .�. bate Called: 0Ia-1 R. Special Instructions: Date Wanted: c- ' ,s„ P4-- a.m. p. • Requester: C Phone No: ,;) c3 -- L)-3 0 -- N ❑ Approved per applicable codes. fl Corrections required prior to approval. COMMENTS: — •Fio‘h blaces lnc-Ea tkfd ntr M12;)rOded feyil - "leg- ((. )or+ ((U Iik'd , Ftr'1 kiwi - (h;+ -Cle r-1,91 . Envied Uriµ l P d Inspector: Date: ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be • paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 (206) 431 -3670 Projec • OM tt41 keNs fk,1t e Type of Inspection: See 'ado LA) Fria fed A dress: ))3,Af S6 i'ke S Date Called: o1Inha- —PIA- Special Instructions: C a I i t ho u rs -pf 10 r -to rnSpeCl\r. Date Want d:. O*UP, ®/ 1111,-,q ap -rm-. Request r-L " M;-1.- 41 SPod on f q(07 sc /5-years rf ,irt Phone No: -,2s'3 G7()- /(/; —big 11) LA Ste 5p tvtq Polo B ElCorrections required prior to approval. COMMENTS: -1UC Utz 1nS4a(fe4 1,5ide, ho(As . PO t�rorrlm.eeh t Fria fed —PIA- -K144. 40tor) ,mS i/156461 et or +o -44,1 -1:1-(6 u6. -6r, ins44 eJ of exisf r lm - Ping J M;-1.- 41 SPod on f q(07 sc /5-years rf ,irt — il)ee, 4-4,44- re ri- rror 40 -A;;49-14,-,. —big -1(4 .1. - Inspector: nS Date. REINSPECTION FEE REQUIRED. Prior to nextti • spection. tee must be • paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectioh. 5 Pave- a INSPECTION NO. INSPECTION RECORD Retain a copy with permit I5/7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Prole o (1 iz4Yl 1 'd ?c e Type of Inspection: to J Pave. O 5!o 4-e_ S (oryk-te- a /11 bade -relied Address: J 1-( �6/4,ie - a Date Called: / l i°�` /i{ / _ Special Instructions: f'�S Y.c�l1 � '11 ti 1 (,tJid be Opt el--- lJ cJO44 Date Wanted:. !�//f1/// a.m. P.m. Requester: C iCt V) Phone No: 15'3 .3k1 -QG oeg" ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: - Pbtdet' cfos5vic, 40 pak. on Uo4-1 5i l-e O 5!o 4-e_ S (oryk-te- a /11 bade -relied - Permanent- p e.J31znt p,9,4-r,.4--, carnple.tc_. eetvwlenj- 141;1- Pee- LA/ 104 takwl at«( ai- p) c I ix41 - Inspector: 95 Date: 1x'23%11 ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 6 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 • Permit Inspection Request Line (206) 431 -2451 P+1 -15-7 '1,v) Project: e lr/1,Y1 7 5'r1 der we Type of Inspection: 5S.5 • Address: 1.145Z 54, Ave-5 Date Called: loft (11 Special Instructions: • Date Wanted:. //// iii a.m„ p.m. Requester: n �� vl �i C it ne.,.+ t pti A Phone No: 53 -3 / -go &g 4Mj +c� tn Approved per applicable codes. 1Corrections required prior to approval. COMMENTS: .- 1 .5 'I ct e). - t�tt_ �i C it ne.,.+ t pti A 4Mj +c� tn cdn c(te ` 51:04(.. 51:04(.. .5 ett)e.r: Uo • f� w(Af.er .-064 - d0^42_. 1 Frp.:6■1,rOf a 4 ad ' . / . . ---. . Inspector: 0) j Date: 1,1,1(1 ❑ 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 D //- /S-7 PI- /77 / / - - P E R M I T NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Prot: !� /l lty ✓�✓'r�rt/ 1 <t.>rdPNC-e Tye of Inspection: . ire -VI it) wL e.:1 2 -Fr /4)4G- Address: 3 a Suite #: 6✓ S _ Contact Person: Special Instructions: Occupancy Type: Phone No.: [ 4Appreved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: • s Permits: Occupancy Type: 1)1 - I S 40(4 ,s''' , ,m. ta L o L b// - I-7 7 6-AfA9 Q C.,,,,,,, L- 0V— S P c',, (- - OK Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: • s Permits: Occupancy Type: Inspector: k C 02_ Date: /q7' Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: 1 Company Name: Address: City: State: 1 Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 0 /' s -7 �- S— 2 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: ?hv,, -,.: A e.. ., dam,,, « Type of Inspection: /3A- ■=::-� j:-... i TssT' Address: / 31 2-k Suite #: S'G '4 '• Sc. . Contact Person: 1%4— Special Instructions: C s+- A..ot.4,1..›,t._ ) Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: /3....,,.,., ri..sT _C. ( A/4,-3s 0 5,51. #. Fire Alarm: .0 / Jc-4., re a S' C .«.p Ji,1i .e , 0 5,7,-. �,, 74•4, /1..... s lr 7 "a 44..06 S -1/ ce- . YJ37-$ USX d*/ Sy A 14 C s+- A..ot.4,1..›,t._ ) Pre -Fire: Permits: • Occupancy Type: Needs Shift Inspection: fir► 3-3, Sprinklers: Fire Alarm: / Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: fir► 3-3, Date: 2/i .0- 2_ Hrs.: / 1,1r $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 6/11/10 T.F.D. Form F.P. 113 •J i INSPECTION NUMBER INSPECTIO RECORD ' Retain a copy with permit ��- S -as- -0 Wl- 1 s? PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: —1.vz��f'��s Sprinklers: Type of Inspection: I4yoRD Address: J 33 a d Suite #: s-6 S Contact Person: Special Instructions: Occupancy Type: Phone No.: RApproved per applicable codes. Corrections required prior to approval. COMMENTS: /Pe /345'" Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: i `" ` Date: 1? /slit 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: 1 Zip: Word /Inspection Record Form. Doc 6/11/10 T.F.D. Form F.P. 113 Oct. 24. 2011 8:42AM Armstrong a Memo ECEWWE Cr i '2011 BU:LO NG DEPAR TRENT Iv To Kevin C., Armstrong Construction From: Keith Scheint onf G and Brett M. Allen, PEI' DC; Date: October 21, 2011 Re: 13328 — 56th Avenue South, Tukwila, WA No. 0344 P. 2 GeoResources, LLC We previously performed a site visit and documented the exposed bearing soils for a new single family residence. We probed the exposed bearing soils with a T probe and observed moderate amounts of embedment, indicating in our opinion that the soils did not appear suitable to support the IBC default bearing capacity of 1,600 pounds per square foot (psf)- As stated on the attached field report, we provided three recommendations on how to (mprove the subgrade soils or minimize the amount of the anticipated load. We understand that you opted to widen the footing by 6 Inches (from 12 to 18 inches) and added an additional piece of reinforcing steel in lieu of overexcavating and replacing the reinforcement steel. The original foundation design was a prescriptive foundation; as such the original design did not have an actual slructuret engineer. By widening the footing, the effective require bearing pressure decreased from 1,500 psf for the 12 inch by 6 Inch footing to 1,000 psf. In our opinion, based on our original observations, the site soils will support the anticipated 1,000 psf beating load. We trust that this is sufficient for your current needs. RECEIVED 10- 24 -'11 08:35 FROM- 2538335878 TO- publicworks /dcd P002/003 Oct. 24. 2011 8:43AM Armstrong 5007 Pacific Highway East, #16 Fife, Washington 98424 (253) 896 -1011 (253) 896 -2633 CtentlOwner ROOM Pelland Enterprises ECEWWED C`.,I 2 2011 Bt: a..D NG DEPARTMENT No. 0344 P. Olt- tS-1 3 „GeoResources, LLC Daily Field Report Proposed Thornton Single Family Residence —564d2A02., STUvilet S1 GeoReeourcee flew Reposerua We: GeoReeoureea Project Manager Cal Olmstead Keith Schembs Reason to WC Weetner ConUeet& Pelland Ent. Sib Contact: Footing Inspection Location tpdd�eaalStleeUgOA Sean A GeoResources representative arrived on site per the contractors request. At the time of our arrival, the building pad was excavated to the proposed design elevation. Exposed soils consisted of silty fine sand representative of alluvial valley soils. Exposed soils were proposed with a1/2 inch diameter steel t -bar and were observed to be in a loose condition. The existing exposed soils do not appear suitable to support the anticipated 1.500 psf building load. The building pad may be modified to support the anticipated loads by one of the following: 1) Widen the footings by 50 %. This will need to be approved by the structural engineer for the project. 2) Overexcavate down 2 feet, place a woven geotextile such as Mirafl 140N or equivalent, backfill with 2 -4 inch spalls or compacted structural fill to the design grade. Overexcavation should extend 1 foot horizontally for each foot verticval (1 H:1V). 3) Overexcavate and replace with CDF at a 1 H:1 V prism outside the proposed footing area. 0 Past Oeddendes Corrected Today Cal Olmstead GeoResources Fteld Technician W1Ute —Office VeDow —Rotd FPe Pint —Contreder RECEIVED 10- 24 -'11 08:35 FROM- 2538335878 (rw.0907) TO- publicworks /dcd P003/003 ARMSTRONG LUMBER COMPANY 2109 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 NOVEMBER Il, 2011 SUBJECT: SHEAR WALL NAILING (PRESCRIPTIVE ENGINEERING) TI-1ORNTON RESIDENCE 4 DETACHED GARAGE 13328 56TH AVE S. TUKWILA, WASH. 98118 HOUSE PERMIT 1D11 -151 GARAGE PERMIT °D11 -11l TO WHOM IT MAY CONCERN: Dk 1-k Aidivinq Building Since '1952' GERRY McAULEY Design Department Manager (253) 833 -3355 (ext. 331) (253) 924 -0411 (206) 623 -7617 Fax (253) 351 -6429 STRUCTURAL PLAN CRITERIA FOR "A" SHEAR WALLS: THE "A" SHEAR WALLS WERE CONSTRUCTED WITH 1 /I6" 08. 13. SHEATHING, NAILED WITH 8d (2 1/2" LONG X .135" DIAM.) 6" ON CENTER AT PANEL EDGES AND 12" ON CENTER AT FIELD PER ATTACHED PRESCRIPTIVE SHEAR WALL SCHEDULE. STRUCTURAL PLAN CRITERIA FOR "D" SHEAR WALLS: THE "D" SHEAR WALLS WERE CONSTRUCTED WITH 1/16" O.S.B. SHEATHING, NAILED WITH 8d (2 1/2" LONG X .135" DIAM.) 6" ON CENTER AT PANEL EDGES AND 12" ON CENTER AT FIELD PER ATTACHED PRESCRIPTIVE SHEAR WALL SCHEDULE. PLEASE REFER ALSO TO THE ENCLOSED PHOTOS THAT WERE TAKEN AT THE MANUFACTURING PLANT IN AUBUW AS THE PANELS WERE BEING FABRICATED. THE MITEK PANEL LAYOUT HAS BEEN INCLUDED AS WELL FOR REFERENCING THE PHOTOS WITH THE WALL LOCATIONS ON THE PLAN. T ANK YOU, GE RY McAULEY DESIGN DEPT. MANAGER 5RACED LUA.I SCHEDULE MIN. PANEL LENGTH MAX. PANEL HEIGHT MINIMUM SHEATHING NAILING REQ'D ANCHOR BOLTS I- 4OLDOWNS REQ'D A 4' -0" 10' -0" 1/I6" PLYWD ONE FACE 6d 6" O.C. EDGES 6d 12" O.C. FIELD 5%" A.B. 48" O.C. N/A B 4 -0 u 10 -0 u 548" G.WB. EACH FACE 5d WALLBOARD NAILS 1" O.C. N/A N/A e 8' -0" 10' -0" 5'8" G.W.B. ONE FACE 5d WALLBOARD NAILS 1" O.C. N/A N/A D 2' -8" 10'_0„ 1/16" PLYWD ONE FACE 8d 6" O.C. EDGES 8d 12" O.C. FIELD 5 /g" AB. 16" O.C. 18000 UPLIFT MIN EA. END © 2' -8" 10' -0" 1/16" PLYWD EACH FACE Sd 6" O.C. EDGES Sd 12" O.C. FIELD 543" AB. 8" O.C. 3000 UPLIFT MIN EA. END AI' -6" 10' -0" REFER TO LATERAL RESTRAINT PANEL DETAIL 1- aenn10=a9 [MICA tEZEM€NIMMISINIMNI8IMIV3125i t C =a Thornton - Gad- L2 -1.jpg (JPEG Image, 2080x1544 pixels) - Scaled (37 %) file: / / /C:/ Documents% 20and% 20Settings /gerry /Local %20Settings /T... 1 of 1 11/17/2011 2:40 PM Thornton- Gar- L3.jpg (JPEG Image, 2080x1544 pixels) - Scaled (37 %) file: / / /C:/ Documents% 20and% 20Settings /gerry/Local %20Settings /T... • 4 1 of 1 11/17/2011 2:40 PM I Il1F1k'alll`� Mill 4-1-0 2 -5-8 II II Iate1III 1111n7I 101EiIII 3r -8 TT i ansom 1= 12�r= i�IINll III Il�llilll�IE:=Mf#i rr�r. .o u51113 7—me. .-uxr aaax..an..n 5068 BP 111•11111a.MIIi- IMMI r111011111uw1111111 «- i.���a�� 2 -3068 TT 2 -3068 TT Thornton -House Transom 2 -3068 TT 6 -0x6 -0 117=Eli 411. III :> K *< as1 r,,=,s; •su lgllThwAiwisga .°a; aa+i?w 'SwlllltF9.�l ILiiW Thornton L6.jpg (JPEG Image, 2080x1544 pixels) - Scaled (37 %) file: / / /C:/ Documents% 20and% 20Settings /gerry/Local %20Settings /T... 1 of 1 11/17/2011 1:46 PM Thornton V Elevation Report bw- ZWAV .t': _. a E 2 of 7 11/17/2011 1:52 PM Thornton 4 of 7 ' 1, t `I �i19' or 11/17/2011 1:52 PM Thornton i v, • .17,-;3 Job:' Tho Elevation Report • SS!!P LLYJSC ye- :.: 6 of 7 Li 11/17/2011 1:52 PM Elevation Report Job: Thornton Panel :L1 Page: 1 11/08/2011 08:59:35 AM Bundle Name: N/A Level Name: First Floor Length= 28 -0 -0 Stud Height=8 -8 -10 Width =0 -5 -8 TPIt pitch, xLen, spring= BPIt pitch, xLen, spring= Nog Heights= 0, 28 -0 -0, 9 -1 -2 0, 28 -0-0, 0 -0-0 VTP= 13 -6-4 offset= 14 -0-0, VTP= 13 -6 -4 offset = 14-0 -0 Sheathing4x9x7 /16 OSB L =0-0 -0 R =0 -0 -0 T= -0 -0 -8 B=- 0 -0 -12 Stud Spacing =1-4 -0 Studs =6 X 2 HF No.2 &B 1st Stud1-3-4 Nom.TimVol.= 417.5000Bft 449 8d Nails 6 "o.c. 1 s 1learwa 1 "A" 48" Sheet F 4-5-14 L9 6-0x6-0 Shearwall' A' 48'Shee 6-34 28-0-0 fiT 3-4-1 9-10- 4- 51413 -Sif I / PII� p p 4 6-0x6-0 > Opening 0/A FRAMING Q N T Cutting List Label Member Description Qty /Length LElev REIev LPlan RPlan A Bottom Plate HF 2 X 6 No.2 &B D (2) 14-0 -0 B VTP HF 2 X 6 No.2 &B D (2) 13-6-4 C Top Plate HF 2 X 6 No.2 &B D (2) 4-2 -14 D Trimmer HF 2 X 6 No.2 &B D (4) 7 -11 -10 E Trimmer HF 2 X 6 No.2 &B D (2) 6-8 -2 F Header Sill HF 2 X 6 (0 -0-8 x 0-5-8 Act) No.2 &B D (1) 6-3-4 G Kingstud HF 2 X 6 No.2 &B D (2) 8-8 -10 H Trimmer HF 2 X 6 No.2 &B D (4) 8 -1 -2 I Sill HF 2 X 6 No.2 &B D (4) 6-0-0 J Sill Cripple HF 2 X 6 No.2 &B D (12) 1 -8-10 K Header 3 1/2 x 9 GLM (1) 19 -6-4 L Sill DF 4 X 6 No.2 &BTR G (1) 6-6-4 M Stud HF 2 X 6 No.2&B D (8) 8-8 -10 N Stud HF 6 X 2 No.2 &B 0 (4) 8-8 -10 O Trimmer HF 2 X 6 No.2 &B D (2) 1 -0-0 P Header Sill HF 2 X 6 No.2 &B D (1) 19-0 -4 Q Sheathing 4x9x7/16 OSB (7) 8 -11 -14 Elevation Report Job: Thornton Panel :L2 Page: 2 11/08/2011 08:59:35 AM Bundle Name: N/A Level Name: First Floor Length =8 -0 -0 Stud Height= 8 -8 -10 Width =0 -5 -8 TPIt pitch, xLen, spring= BPIt pitch, xLen, spring= Nog Heights= VTP= 7 -11 -8 offset= -0-5 -4 0, 8 -0 -0, 9 -1 -2 0, 8 -0 -0, 0 -0 -0 Stud Spacing =1-4 -0 Sheathing4x9x7 /16 OSB L= 0-5-15 R = -0 -5-15 T= -0 -0 -8 B=- 0 -0 -12 Studs =6 X 2 HF No.2 &B 1st Stud0-9-5 Nom.TimVol.= 105.0000Bft L1 8d Nails 6 "o .c 8-0-0 0/A FRAMING Cutting List Label Member Description Qty /Length LEIev RElev LPlan RPIan A Bottom Plate HF 2 X 6 No.2 &B D (1) 8-0-0 B VTP HF 2 X 6 No.2 &B D (1) 7 -11 -8 C Top Plate HF 2 X 6 Not &B D (1) 8-0-0 D Stud HF 2 X 6 No.2 &B D (8) 8-8 -10 E Stud HF 6 X 2 No.2 &B D (1) 8-8 -10 F Sheathing 4x9x7/16 OSB (2) 8 -11 -14 (Shearwall "A " Shearwall 'A "� Shop 40" Shag 948" /A 8-0-0 0/A FRAMING Cutting List Label Member Description Qty /Length LEIev RElev LPlan RPIan A Bottom Plate HF 2 X 6 No.2 &B D (1) 8-0-0 B VTP HF 2 X 6 No.2 &B D (1) 7 -11 -8 C Top Plate HF 2 X 6 Not &B D (1) 8-0-0 D Stud HF 2 X 6 No.2 &B D (8) 8-8 -10 E Stud HF 6 X 2 No.2 &B D (1) 8-8 -10 F Sheathing 4x9x7/16 OSB (2) 8 -11 -14 Elevation Report Job: Thornton Panel:L3 Page: 3 11/08/2011 08:59:35 AM Bundle Name: N/A Level Name: First Floor Length= 13 -0 -0 Stud Height= 8 -8 -10 Width =0 -5 -8 TPIt pitch, xLen, spring= BPIt pitch, xLen, spring= Nog Heights= VTP= 12 -11 -8 offset= -0 -5-4 0, 13 -0 -0, 9 -1 -2 0, 13 -0-0, 0 -0-0 Sheathing4x9x7 /16 OSB L =0-0 -0 R =0-0 -0 T= -0 -0 -8 B=- 0 -0 -12 Stud Spacing =1-4 -0 Studs =6 X 2 HF No.2 &B 1st Stud1-3-4 Nom.TimVo1.= 226.3750Bft Cutting List Label Member Description Qty/Length LElev RElev LPlan RPIan A Bottom Plate HF 2 X 6 No.2 &B D B VTP HF 2 X 6 Not &B D C Top Plate HF 2 X 6 No.2 &B D D Kingstud HF 2 X 6 No.2 &B D E Trimmer HF 2 X 6 No.2 &B D F Header 3 1/2 x 9 GLM G Header Sill HF 2 X 6 No.2 &B D H Hdr Cripple HF 2 X 6 No.2 &B D I Stud HF 2 X 6 No.2 &B D J Stud HF 6 X 2 No.2 &B D K Sheathing 4x9x7/16 OSB L Sheathing 4x9x7/16 OSB (1 -0 -0 Act) (1) 13-0 -0 (1) 12 -11 -8 (1) 13-0 -0 (2) 8-8 -10 (4) 7 -11 -10 (1) 6-9-4 (2) 6-3-4 (6) 0 -11 -10 (7) 8-8 -10 (4) 8-8 -10 (3) 8 -11 -14 (1) 8 -11 -14 Elevation Report Job: Thornton Panel:L4 Page:4 11/08/2011 08:59:35 AM Bundle Name: N/A Level Name: First Floor Length= 25 -1 -0 Stud Height= 8 -8 -10 Width =0 -5 -8 Stud Spacing =1-4 -0 TPIt pitch, xLen, spring= 0, 25 -1 -0, 9 -1 -2 BPIt pitch, xLen, spring= 0, 25 -1 -0, 0-0-0 Nog Heights= VTP= 15-1 -0 offset =- 0-5-4, VTP =4-0 -0 offset=- 0 -5-4, VTP =6-6 -8 offset= -0-5 -4 Sheathing4x9x7 /16 OSB L= 0-5 -15 R =0 -5-15 T= -0-0 -8 B=- 0 -0 -12 Studs =6 X 2 HF No.2 &B 1st Stud0-9-5 Nom.TimVo1.= 443.0000Bft �Shgarwalt "A" 48 Sheet 4-7-4 5-7-0 25-1-0 2 hearvall "A" 48" S feet 9-10- 2 L3 N 2 y )yI'� bJ� 4-0x1-6 2-0x1-6 �l�_ r _C i 2 2i _r K _r r N E; H t, t N L pP 4 N S+ yy; )y�• QQQQ��� z: P 4° N N N N i. U (n N '� i (li N i N A N b Opening O/A FRAMING A7 L5 1 N N Cutting List Label Member Description Qty /Length LElev RElev LPlan RPlan A Bottom Plate HF 2 X 6 No.2 &B D (1) 14 -11 -0 B VTP HF 2 X 6 No.2 &B D (1) 15-1 -0 C VTP HF 2 X 6 No.2 &B D (1) 6-6-8 D Top Plate HF 2 X 6 No.2 &B D (1) 18-0 -0 E Kingstud HF 2 X 6 No.2 &B D (4) 8-8 -10 F Trimmer HF 2 X 6 No.2 &B D (4) 7 -11 -10 G Header 3 1/2 x 9 GLM (1) 4 -3-0 H Sill HF 2 X 6 Not &B D (2) 4 -0-0 I Header Sill HF 2 X 6 No.2 &B D (2) 4-0-0 J Sill Cripple HF 2 X 6 No.2 &B D (8) 5-7-8 K Hdr Cripple HF 2 X 6 No.2 &B D (8) 0-4 -2 L Header 3 1/2 x 9 GLM (1) 2 -3-0 M Sill HF 2 X 6 No.2 &B D (2) 2 -0 -0 N Header Sill HF 2 X 6 No.2 &B D (2) 2 -0 -0 O Stud HF 2 X 6 No.2 &B D (17) 8-8 -10 P Stud HF 6 X 2 No.2 &B D (4) 8-8 -10 O Stud HF 4 X 2 No.2 &B D (1) 8-8 -10 R Bottom Plate HF 2 X 6 No.2 &B D (1) 10-2 -0 S Top Plate HF 2 X 6 No.2 &B D (1) 7 -1 -0 T VTP HF 2 X 6 No.2 &B D (1) 4 -0-0 U Sheathing 4x9x7/16 OSB (6) 8 -11 -14 ✓ Sheathing 4x9x7/16 OSB (2 -0-14 Act) (1) 8 -11 -14 18d Nails6 "o.c.I Elevation Report Job: Thornton Panel:L5 Page: 5 11/08/2011 08:59:35 AM Length =24 -11-4 Stud Height= 8 -8 -10 TPIt pitch, xLen, spring= BPIt pitch, xLen, spring= Nog Heights= Bundle Name: N/A Level Name: First Floor Width =0 -5 -8 0, 24 -11-4, 9 -1 -2 0, 24 -11-4, 0 -0 -0 VTP= 12 -8 -0 offset =0 -5-12, VTP= 10 -0-2 offset =0 -5-12 Sheathing4x9x7 /16 OSB L =0-0 -0 R =0-0 -0 T= -0-0 -8 B=- 0 -0 -12 Stud Spacing =1-4 -0 Studs =6 X 2 HF No.2 &B 1st Stud1-3-4 Nom . T i m Vo I. = 557.2500 Bft ROUT BEAM POCKET 2 6-9-0 24-11-4 > Opening O/A FRAMING L4 A10 2 -0x2-0 A9 ■ ■ ■ ■ 6-0x50 ■ IEMI ■ICI ■IIENIIIMIIMIIIPAM idd�i�di�i�4�4�1�i ■44ii44i;i�i' All P4r Yt'"V' 4" P'P , ^� ''YY044 i�g 6 Z.o gm iiY %yba,$ g'�ti� Cutting List Label Member Description Qty/Length LElev RElev LPlan RPlan A Bottom Plate HF 2 X 6 No.2 &B D (1) 10-3 -4 B VTP HF 2 X 6 No.2 &B D (1) 12 -8-0 C VTP HF 2 X 6 No.2 &B D (1) 10-0 -2 D Top Plate HF 2 X 6 No.2 &B D (1) 16-5 -4 E Kingstud HF 2 X 6 No.2 &B D (4) 8 -8 -10 F Trimmer HF 2 X 6 No.2 &B D (6) 7 -11 -10 G Header 3 1/2 x 9 GLM (1) 2 -9-0 H Sill HF 2 X 6 No.2 &B D (2) 2-6-0 I Header Sill HF 2 X 6 No.2 &B D (2) 2 -6-0 J Sill Cripple HF 2 X 6 No.2 &B D (3) 4-7-8 K Hdr Cripple HF 2 X 6 No.2 &B D (9) 0 -4-2 L Header 3 1/2 x 9 GLM (1) 6-6-0 M Sill HF 2 X 6 No.2 &B D (2) 6-0 -0 N Header Sill HF 2 X 6 No.2 &B D (2) 6 -0 -0 O Sill Cripple HF 2 X 6 No.2 &B D (6) 2 -1 -8 P Stud HF 2 X 6 No.2 &B D (16) 8 -8-10 Q Stud HF 6 X 2 No.2 &B D (6) 8-8 -10 R Stud HF 6 X 2 No.2 D (5) 8-8 -10 S Trimmer HF 2 X 6 No.2 &B D (3) 8-2 -10 T Trimmer HF 2 X 6 (0 -0-8 x 0-5-8 Act) No.2 &B D (1) 8 -2 -10 U Trimmer HF 2 X 6 (0 -0 -12 x 0 -5-8 Act) No.2 &B D (1) 8-2 -10 ✓ Bottom Plate HF 2 X 6 No.2 &B D (1) 14 -8 -0 Elevation Report Job: Thornton Panel :L5 Page: 6 11/08/2011 08:59:35 AM Bundle Name: N/A Level Name: First Floor W Top Plate HF 2 X 6 No.2&B D (1) 8-6 -0 X Sheathing 4x9x7/16 OSB (3) 8 -11 -14 Y Sheathing 4x9x7/16 OSB (3 -10 -12 Act) (1) 8 -11 -14 Z Sheathing 4x9x7/16 OSB (2 -9-4 Act) (1) 8 -11 -14 M Sheathing 4x9x7/16 OSB (3 -7-4 Act) (1) 8 -11 -14 AB Sheathing 4x9x7/16 OSB (2 -8-0 Act) (1) 8 -11 -14 Elevation Report Job: Thornton Panel :L6 Page: 7 11/08/2011 08:59:35 AM Bundle Name: N/A Level Name: First Floor Length= 28 -0 -12 Stud Height= 8-8 -10 Width =0 -5-8 Stud Spacing =1-4 -0 TPIt pitch, xLen, spring= 0, 28 -0-12, 9 -1 -2 BPIt pitch, xLen, spring= 0, 28 -0 -12, 0 -0 -0 Nog Heights= VTP= 6-0 -10 offset= 5 -6 -14, VTP= 10 -0-2 offset =5 -6-14, VTP= 11 -8 -0 offset =5 -6-14 Sheathing4x9x7 /16 OSB L =0-0 -0 R =0 -0 -0 T= -0 -0 -8 B = -0 -0-12 Studs =6 X 2 HF No.2 &B 1st Stud0-4-0 Nom.TimVol.= 655.7128Bft 1 8d Nails 6-o.c.1 8�3ifi Ala 2-6x3-6 A26 A25 L7 III11111■1111111111IIII■111IIIIIII111111!Ill1=l ∎1111111 ∎li ∎'sIWA= Pi4i411 ∎iii ∎f•i ■4ii 11 :∎11; rr EEEEi Opening O/A FRAMING Cutting List Label Member Description Qty /Length LEIev RElev LPlan RPlan A Bottom Plate HF 2 X 6 No.2 &B D B VTP HF 2 X 6 No.2 &B D C VTP HF 2 X 6 No.2 &B D D Top Plate HF 2 X 6 No.2 &B D E Kingstud HF 2 X 6 No.2 &B D F Trimmer HF 2 X 6 No.2 &B D G Trimmer HF 2 X 6 No.2 &B D H Header 5 1/2 x 9 GLM I Trimmer HF 2 X 6 No.2 &B D J Sill 6 X 3 HF No. 2 K Header 3 1/2 x 9 GLM L Sill HF 2 X 6 No.2 &B D M Header Sill HF 2 X 6 No.2&B D N Sill Cripple HF 2 X 6 No.2 &B D O Hdr Cripple HF 2 X 6 No.2 &B D P Header 3 1/2 x 9 GLM O Sill HF 2 X 6 No.2 &B D R Header Sill HF 2 X 6 No.2 &B D S Sill Cripple HF 2 X 6 No.2 &B D T Stud HF 2 X 6 No.2 &B D U Stud HF6X2No.2D ✓ Stud HF 6 X 2 No.2 &B D (1) 14-4 -0 (1) 10-0 -2 (1) 11 -8-0 (1) 17 -0 -0 (6) 8-8 -10 (8) 7 -11 -10 (2) 6-9 -2 (1) 3-8-8 (2) 1 -0-0 (1) 3-5-8 (1) 6-6-0 (2) 6-0-0 (2) 6-0-0 (7) 2 -1-8 (10) 0-4 -2 (1) 2 -9 -0 (2) 2-6-0 (2) 2-6 -0 (3) 3-7-8 (20) 8-8 -10 (2) 8-8 -10 (5) 8-8 -10 Elevation Report Job: Thornton Panel:L6 Page: 8 11/08/2011 08:59:35 AM Bundle Name: N/A Level Name: First Floor W Trimmer HF 2 X 6 No.2 &B D (3) 8 -2 -10 X Trimmer HF 2 X 6 (0 -0 -8 x 0 -5 -8 Act) No.2 &B D (1) 8 -2 -10 Y Trimmer HF 2 X 6 (0 -0 -12 x 0 -5 -8 Act) No.2 &B D (1) 8 -2 -10 Z Stud HF 4 X 2 No.2 &B D (3) 8-8 -10 AA VTP HF 2 X 6 No.2 &B D (1) 6-0 -10 AB Top Plate HF 2 X 6 No.2 &B D (1) 11 -0-12 AC Bottom Plate HF 2 X 6 No.2 &B D (1) 13 -8-12 AD Sheathing 4x9x7/16 OSB (3 -10 -12 Act) (1) 8 -11 -14 AE Sheathing 4x9x7/16 OSB (5) 8 -11 -14 AF Sheathing 4x9x7/16 OSB (3 -2 -0 Act) (1) 8 -11 -14 AG Sheathing 4x9x7/16 OSB (1 -0 -0 Act) (1) 8 -11 -14 Elevation Report Job: Thornton Pane1:L7 Page: 9 11/08/2011 08:59:35 AM Bundle Name: N/A Level Name: First Floor Length= 25 -1 -0 Stud Height= 8 -8 -10 Width =0 -5 -8 TPIt pitch, xLen, spring= 0, 25 -1 -0, 9 -1 -2 BPIt pitch, xLen, spring= 0, 25 -1 -0, 0 -0 -0 Nog Heights= Stud Spacing =1-4 -0 VTP= 13 -2 -0 offset =- 0-5-4, VTP =2 -1 -8 offset=- 0 -5 -4, VTP= 10 -0 -0 offset= -0 -5-4 Sheathing4x9x7 /16 OSB L= 0 -5 -15 R= 0 -5 -15 T= -0 -0 -8 B=- 0 -0 -12 • Studs =6 X 2 HF No.2 &B 1st Stud0-9-5 Nom.TimVoI.= 494.2500Bft T8d Nails 6"o.cj ShearwaI "A" 48" Sheet hearwall 48" S eet 23-1 9-1-0 4-o-11 25-1-0 6-6- Opening O/A FRAMING A17 4-0x1 -6 L8 Ebb gg gg /y ql� xx%NNN�yy !a u u�a�g6U u um2aaENbom v uP �g E22 L' GNb6�6 G N um Cutting List Label Member Description Qty /Length LElev RElev LPlan RPlan A Bottom Plate HF 2 X 6 No.2 &B D (1) 12 -3-11 B VTP HF 2 X 6 No.2 &B D (1) 13-2 -0 C VTP HF 2 X 6 No.2 &B D (1) 2 -1-8 D VTP HF 2 X 6 No.2 &B D (1) 10-0 -0 E Top Plate HF 2 X 6 No.2&B D (1) 18-0 -0 F Kingstud HF 2 X 6 No.2 &B D (4) 8-8 -10 G Trimmer HF 2 X 6 No.2 &B D (4) 7 -11 -10 H Header 3 1/2 x 9 GLM (2) 4 -3-0 I Sill HF 2 X 6 No.2 &B D (4) 4-0 -0 J Header Sill HF 2 X 6 No.2 &B D (4) 4-0-0 K Sill Cripple HF 2 X 6 No.2 &B D (10) 5-7 -8 L Hdr Cripple HF 2 X 6 No.2 &B D (10) 0-4 -2 M Stud HF 2 X 6 No.2 &B D (20) 8-8 -10 N Stud HF 4 X 2 No.2 &B D (2) 8-8 -10 O Stud HF 6 X 2 No.2 &B D (3) 8-8 -10 P Bottom Plate HF 2 X 6 No.2 &B D (1) 12 -9 -5 Q Top Plate HF 2 X 6 No.2 &B D (1) 7 -1-0 R Sheathing 4x9x7/16 OSB (4) 8 -11 -14 S Sheathing 4x9x7/16 OSB (3 -11 -3 Act) (1) 8 -11 -14 T Sheathing 4x9x7/16 OSB (2 -8-13 Act) (1) 8 -11 -14 U Sheathing 4x9x7/16 OSB (3 -4-14 Act) (1) 8 -11 -14 Elevation Report Job: Thornton 11/08/2011 08:59:35 AM Bundle Name: N/A Length= 12 -0 -0 Stud Height= 8 -8 -10 Width =0 -5 -8 TPIt pitch, xLen, spring= BPIt pitch, xLen, spring= Nog Heights= VTP= 11 -11 -8 offset =0 -5-12 0, 12 -0-0, 9 -1 -2 0, 12 -0-0, 0 -0-0 Sheathing4x9x7 /16 OSB L =0-0 -0 R =0-0 -0 T= -0 -0 -8 B = -0 -0-12 Stud Spacing =1-4 -0 Panel:L8 Level Name: First Floor Studs =6 X 2 HF No.2 &B Page: 10 1st Stud1-3-4 Nom.TimVoI.= 240.3750Bft 18d Nails 6 "o.c. 1 L7 2 -3068 Tr Opening > 0/A FRAMING Cutting List Label Member Description Qty /Length LElev RElev LPian RPlan A Bottom Plate HF 2 X 6 No.2 &B D (1) 12 -0 -0 8 VTP HF 2 X 6 No.2 &B D (1) 11 -11 -8 C Top Plate HF 2 X 6 No.2 &B D (1) 12 -0-0 D Kingstud HF 2 X 6 No.2 &B D (2) 8-8 -10 E Trimmer HF 2 X 6 No.2 &B D (4) 7 -11 -10 F Header 3 1/2 x 9 GLM (1) 6-9-4 G Header Sill HF 2 X 6 No.2 &B D (2) 6-3-4 H Hdr Cripple HF 2 X 6 No.2 &B D (6) 1 -1 -2 I Stud HF 2 X 6 No.2&B D (8) 8-8 -10 J Stud HF 6 X 2 No.2 D (2) 8-8 -10 K Stud HF 6 X 2 No.2&B D (2) 8-8 -10 L Sheathing 4x9x7/16 OSB (3) 8 -11 -14 Elevation Report 11/08/2011 08:59:35 AM Job: Thornton Panel:L9 Page: 11 Bundle Name: N/A Level Name: First Floor Length =8 -0 -0 Stud Height= 8-8 -10 Width =0 -5 -8 TPIt pitch, xLen, spring= 0, 8 -0 -0, 9 -1 -2 BPIt pitch, xLen, spring= 0, 8 -0-0, 0 -0 -0 Nog Heights= V TP= 7 -11 -8 offset= 0 -5 -12 Stud Spacing =1-4 -0 Sheathing4x9x7 /16 OSB L=- 0-5-15 R= 0 -5 -15 T= -0 -0 -8 B=- 0 -0 -12 18d Nails 6"o.c.l 8-0-0 Studs =6 X 2 HF No.2 &B 1st Stud0-5-3 Nom.TimVol.= 105.0000 Bft 0/A FRAMING L1 Cutting List Label Member Description Qty /Length LElev RElev LPlan RPlan A Bottom Plate HF 2 X 6 No.2 &B D B VTP HF 2 X 6 No.2 &B D C Top Plate HF 2 X 6 No.2 &B D D Stud HF 2 X 6 No.2 &B D E Stud HF 6 X 2 No.2 &B D F Sheathing 4x9x7/16 OSB (1) 8 -0 -0 (1) 7 -11-8 (1) 8 -0-0 (8) 8-8 -10 (1) 8-8 -10 (2) 8 -11 -14 FILE COPY 5007 Pacific Highway East, #16 Fife, Washington 98424Pef141lt No. (253) 896 -1011 (253) 896 -2633 GeoResources, LLC Daily Field Report Client/Owner: Project: Pelland Enterprises Proposed Thornton Single Family Residence Location (Address/Sj ei ty): _ ST J* S Irk ' c/ I GeoResources Project Manager Keith Schembs GeoResources Field Representative: Cal Olmstead Reason for Visit: Footing Inspection A GeoResources representative arrived on site per the contractors request. At the time of our arrival, the building pad was excavated to the proposed design elevation. Exposed soils consisted of silty fine sand representative of alluvial valley soils. Exposed soils were proposed with a' /2 inch diameter steel t -bar and were observed he anticipated condition. building load. The existing exposed soils do not appear suitable to support p ated 1,500 psf TM-6a gp ma emo e• p,• - e - o. °- • •,- of olowi •: 1) Widen the footings by 50 %. This will need to be approved by the structural engineer for the project. • - • cava e down 2 feet, place a woven geotextile such as Mirafi 140N or equivalent, backfill with 2 -4 inch spalls or compacted structural fill to the design grade. Overexcavation should extend 1 foot horizontally for each foot verticval (1 H:1 V). 3) Overexcavate and replace with CDF at a 1 H:1 V prism outside the proposed footing area. Job Number /Job Name: PellandEnt.Tukwila Permit Number: Weather. Contractor: Pelland Ent. Site Contact Sean Date: October 7, 2011 Report Number: Page: of Site Contact Phone Number. 253 - 381 -8088 ffhls n fi ,a : ate s vl F t tThls e iis.;cons a ed p Rte a . aate b3 eel lc totc ' rt on v e b u -PM es �j e itra to Wrd patty t o ' he }t+ ( e Is3'i oft eo'e o�ute�LQz t s t.. �55 rf r th o trn o co pIY'Wte< ?erjgl eed g.geglog_JJ d: a tee ng nee ng� rase c o nur etTesenta'e a r. o doe nota nclyde s pew tsion ondlreebon o e c ual ns afe1.,. -1.- ® Deficiencies Noted Today ❑ Past Deficiencies Corrected Today REViEINEI) I-OR C ODE COMPLIANCE APPROVED MI 2 0 ZU11 City of Tukwila BUILDING DIVISION — d . ,�: 40;- fir4 donbcon i ed e e t is pr vyd�e eiyforOur den rese tstifo f e� s sooiirse ft ��t; a sTands . 1Ga tin s ro ghoti tie d�'fi ratio e fx he�eon(ra or, s m loge.= orag tf e (I ®.J4 Yill Cal Olmstead GeoResources Field Technician White— Office Yellow —Field File RECEIV CITY OF TUKWILA OCT 17 2011 PERMIT CENTER GeoResources Project Manager Pink Contractor REVISION bI 1-IS� (rev. 09-07) /,ej'`e.X / LU) C.c.s A'1 THE WATER METER IS INSTALLED BY CITY STAFF PLAN VIEW 1" COUPLING MUELLER 110 XANGLE STOP BALL VALVE B -24258 / _ 1" MUELLER 300 BALL CURB VALVE FULL PORT B -20285 TO MAIN THIS VALVE IS ROTATED TOA VERTICAL POSITION THIS VALVE IS TO 9E SEALED IN A OPEN POSITION -TYPE K COPPER PIPE - PVC - POLY ETHYLENE FIRE FINISHED GROUND LINE -\ TO MAIN 1" MUELLER RESIO. FIRE SERVICE CONNECTION WITH F.I.P. CONNECTIONS & LOCKABLE ANGLE BALL VALVE THIS VALVE IS IN A HORIZONTAL POSTION SECTION DOMESTIC TO SERVICE -TYPE KCOPPERPIPE - PVC - POLY ETHYLENE METER INSTALLED BY CITY MUELLER RES. FIRE SERVICE CONNECTION r // />1' 24" 4" • GRAVEL 1" FIRE SERVICE PARTS LIST: TO SERVICE TYPE K COPPER - TYPE KCOPPER PIPE 1 -B -24258 - 1" COUPLING MUELLER 110 X ANGLE STOP - BALL - P -POOLL Y ETHYLENE 1 -B -25028 - 1" CORP STOP - BALL 1 - 1 "MUELLER RESIDENTIAL FIRE SERVICE CONNECTION IS SUPPLIED BY TUE CITY WITH MUELLER 300 BALL CURB VALVE. FOR &g HD NEW A'1 eTr RS. THE WATER METER IS SUPPLIED AND INSTALLED BY THE CITY (WM IS EXIST ING) THE CITY WILL SUPPLY TO PVC SPACER FOR THE CONTRACTOR TO INSTALL THE FITTINGS SO THAT THE WATER METER WILL FIT BETWEEN THE FITTINGS ONLY Fog NOTES: $RA.'V NEL4 ME'F'Eas 1. NO METER BOXES IN SIDEWALKS AND DRIVEWAYS WHERE POSSIBLE. 2. USE CLEAN 5/8" MINUS CRUSHED ROCK TO BACKFILL AROUND CORP STOP AND SERVICE LINE. 3. THE FIRE SPRINKER SYSTEM SHALL BE DESIGNED PER APPENDIX R AND NFPA 13D 4. REFER TO CH AL l =BS. Xref W: \PW Enq \DEVELOPMENT\PW Infrast REVIEWED FOR CODE COMPLIANCE APPROVED SEP122011 uctundirthariteaggditi BUILDING DIVISION VALVED DOMESTIC SYSTEM 1" FIRE SERVICE METER WS -01 FIRE 5/10/11 M. CUSICK 2009\2009 Typical details \Titleblock \titleblock.dwg M -ELLE Residential Fire Service Connection Connecting a residential service that feeds independent domestic water and fire protection systems is quick and easy with the Mueller Residential Fire Service Connection. This compact uni -cast fitting has two outlets to allow the fire sprinkler system to function normally even when the residential side has been shut off. A 1" full port, lockable angle ball valve controls the domestic supply side, while the other side feeds water unimpeded to the fire protection system. Outlet connections feature a choice of 1" integral Mueller 110° or Pack Joint CTS Compression Connections, as well as FIP which allows adapting this convenient fitting to virtually any connection type. The inlet will accept 1" or full 3/4" water meters. This quality US -made fitting can be used in most meter pit installations, and is available in C89833 (low -lead) or C 83600 (85- 5 -5 -5) copper alloys. T-0 N` R-- •SWe oiawk1W MS Comp* Comm* Save the time and cost associated with assembling a collection of separate parts, and avoid the potential for leakage from the multiple connection points involved. Specify the new Mueller Residential eDS � CODE COMPLIANCE APPROVED SEP 12 2011 Mueller Co. Customer Service — Decatur, IL Water Division : 800 - 423 -1323 www.muellercompany.com Canada — Mueller Canada Inc., Barrie, Ontario 705- 719 -996 City of Tukwila BUILDING DIVISION All products must be installed and maintained in accordance with applicable instructions and/or standards. Form 12704 -2/11 Copyright 2011 Mueller Co. Printed in U.S.A. t PROPERTY LINE w z w a O a a r- 150' MAX. 30" PLUGGED CLEAN OUT (TOTAL 90° REQUIRES CLEAN OUT) LONG SWEEP BEND PLUGGED CLEAN OUT (WYE) 4" MIN. SEWER PIPE EXISTING SEPTIC INSPECTION TEE AT CITY R/W LINE CLEAN OUT 6" PLUG 6 "x6 "x4 "WYE 6" SEWER PIPE NOTES: ADDRESS w z J cc w a 4 N SOIL PIPE ADAPTER SADDLE AT EXISTING MAIN w z -J a STREET SEWER MAIN 1 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 12 2011 City of Tukwila BUILDING DIVISION CITY RNV LINE 1. MATERIALS AND INSTALLATION CHAPTER 8 OF THESE STANDARDS. 2. DECOMMISSION SEPTIC TANK PER CHAPTER 8 OF THESE STANDARDS AND KING COUNTY HEALTH DEPARTMENT. 3. WATER AND SEWER LINE SEPARATION 10' HORIZONTALLY. IF WATER AND SEWER LINES CROSS, SEWER SHALL BE AT LEAST 18" BELOW THE WATER LINE. 4. STANDARDS FOR SEWER MAIN APPLY TO CONNECTIONS LONGER THAN 150' FROM THE MAIN. SEE CHAPTER 8. NOT TO SCALE City of Tukwila SANITARY SIDE SEWER RESIDENTIAL SHEET: SS -02 REVISION #1: 08.03 1 LAST REVISION: 1 2.04 APPROVAL: B. SHELTON Job Number: KH0497 :41 11N . J K aM, "dtS4' L f}L,,, "2.1 .b. �; 'r 'i 0�r11 ■Y Jr • "tt C ✓ aaat. .d y Y"' -$ q �arl �A 4 ^-"' ii lee Nun • o• . KH0497 JERRY . JERRY GOIN Obana THORTON F 425- 881.0100 ' 425-881-3030 - - -- Mao CrVcagebb.aa. b VA; ✓ Mach. 1 13328 56TH AVE S. TUKWILA, WA 98178 1 WESTESF1360F .....7 1—µl - - • TUKWILA j THORTON fr.FY`( S+F, 11 G:W.Iw Gr., 1 '...Jr 's " "x 5 yypp��{ty� {.�s �% a" InT�. {y�'�f�.'J.!�5�' 1' F" t,Td 6�m.� ;� r. :9*i -Nr. ♦ ". tl �.1'i �a iF. r�GS+t�W 1Y l:�Yr E�. �GI. K '' . O.ntry 1 Abu 4 Aabbalab 0.050gpm /f12 — ..-...— _T._._.— .-- _ - -.. -- _ - -__ _..._ .___. —.. 256.00ft'(Actual28644ft�) u..t Dow., a0nmb, O.b X... u,..ww 4.9 K- Factor 14.03 at 8.200 100.00 Cabbage Pa/ $.bot.r C0011.0. .. 01 Sm... C. - - 256.00f2 I 2 baba. blow Demand 51.139 j 28.32 128.32 ® 51.139 I +51.592 (50.2:5) Ar• RI, v:'..- y�'` ° dl ', : . i?ti r. • l s a ,164644.4 ., in ? „ ,; vt, 't . w Identifier pressure(psil K- Factor(Kl Flow(ppml Node Flow(gpm) Hose Flow(opm) Static(psi) Residual(psi) 1 500.00 100.00 110.000 20.000 1e Cet^d $ � II too" e1 J1 filtt. I al David A. CM:1y 2697 v4, tfo. sprink - �,h �048h DcaC0 T I t { o ' ; n srse!{1'' I$` 1 • ��c��4�el��kQr(t�`�,��ih.' '�`�.ea h3zx�' �' �`,?�1 =:RS r� rye SA Pte,.. w+n �,�p��t���'e.�'j����,�� ���irQ..ruOwtf��l ©Ps.� Out}- 2dY��a��,'tf�.�:'i;:i�f�nR�s, i� 150 135 : I . REVIEWED FOR CODE COMPLIANCE APPROVED 6�i9 SEP 12 2011 City of Tukwila BUILD! 4,aitiit ', `� ' '' , 120 _ =Static 105 Pressure 110.000 90 N a ai 75 co a so ]28 45 — 30 =S 32 @ 51.139 tl 128.32 with hose streams demand AUG 25 2011 � PERMIT CENTER Y stem curve 15 -( 1 1 1 1 PPIIIII 1 1 1 1 1 1 1 1 1 I I I I I I l l 1 1 / 1 1 1 1 / 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 gd°°150 200 250 300 350 400 450 500 Water flow, gpm pj, ®MEP CAD. Inc. AutoSPRINK® VRB v8.1.11 08/22/2011 12.40 53PNI Page 1 loe Noma. KH0497 Iaa NN. —a. — THORTON 13328 56TH AVE S. TUKWILA, WA 98178 O..yn inan.., JERRY GOIN 1 SYS Ce,Nawnn:ane. fume.. WESTESF136QF AMTUKWILA Ioe SU.Bua.q -- - - - - -- THORTON 0:.1003 N.m. THORTON - KH0497.cad Job Number. KH0497 Report Description. Light Hazard ,+R!f j' ltrrTByrTm.t Y,,y x: r'f , i tea }i �; T'N ib'i .4+.4r.`2 `� . A iS`E s f` i'�?5 3k 3� n t �' ' ;f�'+g r „x; %wyx'°n��a iol 11.0:' `' y qy� j� ' 'g. ' �0 y m k !i�E t++vi i&°4"�rr$F` 1Q'. 74 iPW.: =e .:51, . E x i+- {!S: v+{;Sib iS` i �i; r r'�r" 341+�.%ku:i ✓ u $,0 . 0.10.mw dmq Ye.t O.mwenq BynkY. D.Y 4.9 K- Factor 14.03 at 8.200 100.00 bON,u, NP.. 9upW.v Node , 0“...."/ 1 lob Su6. ' Light Hazard Area al ApPw.on i 0.050gpm/ft' 256.00ft3 (Actual 286.44ft2) Xum.0 . G.kuYYP Co.,. P.. Span.. Flow(PPm) 2 I 258.00ft' rpm X..arnm. 100.00 Aub Pe.Y n..utb P,...w. PO, Ram. A...m.CnenXr M. n.meu •• 1 --..__._---- -- - - -- Of.. Wn O.m.n:! 28.32 Y ,., .wm p....,.. u.,wane, k �..w 0.000 Ya+mum NkellY Moron"... 10.51 between nodes 5 and 20 T read w.k.n.ew..PO.KWanq Me.. Now.c.t i 128 -32 f Ala mwn v.tec,ry uw. [hound 9.54 between nodes 1 and 5 Volume canal, et' Mt Ppm . v•Wfm gPeaty of WY P,Pn - -. ..• �t21f.171gal a r. e8k �1)ii 4 a 1«'i`: 5..'*`r?'�;3F.�t'�^�C k.o.. LY Y i : »�.E fF f ����� "Irp 3.��� �A Hose Flow Node I (gpm) Static ! Residual @ Flow Available Cap Total Demand i Required Safety Margin (psi) 1 (psi) (gpm) (psi) (gpm) i (psi) I (psi) 1 ! 100.00 110.000 - 20.000 500.00 102.730 - 128.32 1 51.139 - 51.592 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 12 2011 ' ECEWE • AUG 25 2011 City of Tukwila PERMITCENTER BUILDINGDIVISION e"�ya, 2„e.� "hrS.rP. mow S'N .�;t .,X nn '�aa - d.Yta:,Ni,�':� 4 "'aP�k'f 4i�'"E21 Lrf�` @- r- ' "¢'V �t £,"1 -+� 'Y~';F? 1 f 4} 1:: i ':�:.+" ' ^,1 .1 FArou6.,.. 1> tt, 5 u'it.. Jr. at, :!.,li;ki� Sri..iQJ..iSY. 't` k 4 iti ':i r Fn.f.F3 Gen.., ■.n,aw KH0497 P..n o, G. . .• Western States Fire Protection 14690 NE 95th St .fe..a2 Redmond , wa 98052 Cana[ N.m. C•maa r4u Jerry Goin PM pro•• 425-881-0100 425-881-3030 jerry.goin©wsfp.us Lty ® M E.P CAD Inc j ?3 AutoSPRINK® VR8 v8 1 11 08/22/2011 12:41 OOPM Page 2 Device Actual Flow (gPm) Minimum Flow .K- Factor Pressure Sprinkler 115 (gpm) (K1 (Psi) 14.29 14.03 4.9 8.506 14.03 4.9 8.200 4> Sprinkler 118 j 14.03 b Most Demanding Sprinkler Data Job Number. KH0497 Report Description: Light Hazard REVIEWED FOR CODE COMPLIANCE APPROVED SEP 12 2011 City of Tukwila BUILDING DIVISION RECEIVER AUG 25 MI PERMIT CENTEE (M� O M E P CAD. Inc ; ;1' AutoSPRINK® VR8 v8 1 11 08/22/2011 12:41:03 P M Page 3 ;i0.1-10 Node Elevation(Foott Fittings Job Number: KH0497 Report Description: Light Hazard Pressure(psl) Discharge(gpm). 1 -3-0 S 51.139 115 ; 9%6 Spr(-8.506) 118 i 9'-6 I Spr(-8.200) 5 i . 20 • 5'-1 77 I 10%0 T(5'-0) 28,32 8.506 14.29r_ 8.200 14.03 23.126 20.473 8.491 • REVIEWED FOR CODE COMPLIANCE APPROVED SEP 1 2 2011 City of Tukwila BUILDING DIVISION RECEIvEr AUG 25 2011 PERMITCENTEI- M.E P CAD. Inc AutoSPRINK0) VR8 u8 1 11 08/22/2011 12:41:05PM Page 4 M AutoSPRINK91 VR8 v8 1 11 08/22/2011 12.41.08 P M Page 5 ,y ' b ek `,� Job Number: KH0497 NISMI � ���"'`� ', X� # Report Description: Light Hazard •Pipe Type _ _ _Diameter Flow Velocity HWC Friction Loss Length Pressure . Downstream Elevation Discharge K- Factor Pt Pn Fittings IEq, Length Summary Upstream i Total Length Er Route 1 DR 1 -1010 14.03 4.73 150 0.035319 - - -- --- --- - - -- - --- - - --- -- ------- -- ------------ .. - - 9'-4, Pf 0.507 118 9' -6 14.03 4.9 8 200 Sprinkler. , - - - - - - -i 5' -0' Pa -0 217 77 10' -0 8.491 E(5' -0) 14' -4 Pv CM _ - __ _______- 1.1010 28_32 -___. -- 9.54 150 0.129513 39' -2 Pf 9.860 77 107-0 ..._... ' 8.491 37'4 Pe 2.122 20 5' -1 20.473 C(5' -0), 4E(5' -0), T(5' -0), E(7' -0) 76' -21 Pv CM 1.0490 28.32 10.51 120 0 247700 3' Pf 0.985 -11 20 5' -1 20.473 • Pe 1.688 5 1' -3 23.126 i 3' -11IPv UG 1.1010 28.32 9.54 150 0.129513 __ ____ ._ 56'-3 Pf 26.187 5 1' -3 23.126 Supply. 7-0 Pe 1.826 1 -3'-0 51.139 E(7' -0). BFP(- 5.000), 63' -3: Pv WMV(- 13,000), S Source _--.____-__ -_ ___-.___— 100.00 Hose Allowance At Source 1 128.32 — -- - -- — ' sib Route 2 DR 1.1010 14.29 4.82 150 0.036538 0' -6 Pf 0.201 115 9'-6 - 14.29 4.9 8.506 Sprinkler, 5' -0: Pe -0.217 77 10' -0 8.491 T(5' -0) 5' -6j Pv ggiledrOVIMOSEMenag!) WV Z1 MS - , «, ( Actual Inside Diameter et Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16_ 1.33 1.51 l Schedule 40 Steel Pi a Inside piameter Factor P REVIEWED FOR CODE COMPLIANCE APPROVED SEP 12 2011 . City of Tukwila BUILDING DIVISION RECER /F AUG 25 2u l l PERMITCENTE AutoSPRINK91 VR8 v8 1 11 08/22/2011 12.41.08 P M Page 5 P pe Type Downstream Upstream Pita ti" °,�» w sta AO Arm -Over BL CM DN DR DY FM FR MS OR RN SP ST UG Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity K- Factor HWC Friction Loss Job Number; KH0497 Report Description: Light Hazard Length : Pressure Eq. Length I Summary o Total Length +k� la �najc �nits�l�Seg n Lt1 ' iv '� 16210161 r 1e r-sa �r :r . Diameter Inch Elevation Fool Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Pt Pn Fittings gpm gpm fps psi Foot psi/Foot Hazen - Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point In a pipe REVIEWED FOR CODE COMPLIANCE APPROVED SEP 12 2011 • City of Tukwila BUILDING DIVISION ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve De1V Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11Y4* Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FOC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LIE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 PIV PO PRV PrV Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve red Reducer /Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ECEIVEr AUG 25 2011 PERMIT CENTEF L Csl M.E.P.CAD. Inc AutoSPRINKF VRB v8 1.11 08/22/2011 12.41 08PM Page 6 1 1 10 9 6 45 30 15 0 Supply at Node 1 Job Number: KH0497 Report Description: Light Hazard 15 ■ 0 : 5 Static Pressure 110.000 i v = 28.32@51.139 rr 128.32 • with hose streams — System 1 demand curve _11l1l111111111 1 1 1 1 1 1 1 1 1 1 1 11,11 1 1 1 I I t 1 1 1 1 1 1 1/ 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 I I I I I I I I 1 I 50 150 MAR...64 G.4y1 Supply at Node 1 July •••au. .. .... .. _ 110.000 • ' .6. Raaaw• .. . . 20.000 @ 500.00 • 102.730 128.32 an1.a1 oam.,a 51.139 @ 28 32 51.139 © 128.32 250 300 350 Water flow, gpm 400 REVIEWED FOR CODE COMPLIANCE APPROVED ..... _ SEP 12 2011 City of Tukwila BUILDING DIVISION 450 RECEIVED AUG 252011 PCRM1TCENTEF 500 M E.P.CAD, Inc ■f. AutoSPRINK® VR8 v8.1 11 08/22/2011 12:41 10PM Page 7 Job Number. KH0497 Report Description: Light Hazard REVIEWED FOR CODE COMPLIANCE APPROVED SEP 12 2011 City of Tukwila BUILDING DIVISION LOP ECEI�,k AUG 2 PERMIT CENT S 44 1 Cd M E P CAD. Inc AutoSPRINK® VR8 v8 1 11 08/22/2011 12 41 13PM Page 8 ■ ASPHALT CONCRETE OR BITUMINOUS PLANT MIX REPLACEMENT PATCH CUT WITH PNEUMATIC PAVEMENT CUTTER EXISTING ASPHALT PAVEMENT CONCRETE 150% OF EXISTING DEPTH EXTRA RIGID BASE 5/8' MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CITY SAW CUT EXISTING OIL MAT DEPTH DETERMINED BY CITY TYPICAL PATCH FOR RIGID PAVEMENT ASPHALT CONCRETE OR BITUMINOUS PLANT MIX REPLACEMENT PATCH 150% OF EXISTING DEPTH SAW CUT EXISTING CONCRETE PAVEMENT ..... . .....•••...•••••... • 5/8' MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CITY SAW CUT EXISTING ASPHALT PAVEMENT 5/8' MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CITY NOTES: TYPICAL PATCH FOR FLEXIBLE PAVEMENT 5/8' MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CITY 1. ALL WORK TO CONFORM TO THE CURRENT WSDOT /APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. A MINIMUM OF A ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS. 3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE REQUIRED IN CASES OF RECENT PAVEMENT OVERLAY, OR AS DIRECTED BY CITY ENGINEER. NOT TO SCALE City of Tukwila PAVEMENT RESTORATION SHEET: RS -03 REVISION #1: 08.03 4 APPROVAL: B. SHELTON I Y FILE COPY ,u►,,.,..., -,RA Po.% u Geotechnical Engineering Report Thornton Tukwila Property 13328 56th Avenue South Tukwila, Washington Submitted to: Mr. Raleigh and Myrna Thornton 13328 56th Avenue South Tukwila, Washington 98178 Submitted by: E3RA, Inc. PO Box 44840 Tacoma, Washington 98448 July 8, 2011 T11063 'RECEIVE JUL 1 stoli TUKWILP► PUBUC WORKS RECEIVED art OFTU WMLA JUL 152011 PIITCE'R INCOMPLETE LT/4.1. TABLE OF CONTENTS Page No. 1.0 SITE AND PROJECT DESCRIPTION 1 2.0 EXPLORATORY METHODS 2 2.1 Test Pit Procedures 2 3.0 SITE CONDITIONS 3 3.1 Surface Conditions 3 3.2 Soil Conditions 3 3.3 Groundwater Conditions 3 3.4 Seismic Conditions 3 3.5 Liquefaction Potential 4 4.0 CONCLUSIONS AND RECOMMENDATIONS 4 4.1 Site Preparation 5 4.2 Spread Footings 6 4.3 Slab -on -Grade Floors 6 4.4 Drainage Systems 7 4.5 Structural Fill 7 5.0 RECOMMENDED ADDITIONAL SERVICES 8 6.0 CLOSURE 9 List of Tables Table 1. Approximate Locations and Depths of Explorations 2 List of Figures Figure 1. Topographic and Location Map Figure 2. Site and Exploration Plan APPENDIX A Soils Classification Chart and Key to Test Data A -1 Logs of Test Pits TP -1, TP -2 and TP -3 A -2 i PO Box 44840 Tacoma, WA 98448 253 - 537 -9400 253 - 537 -9401 Fax E3RA July 8, 2011 T11063 Mr. Raleigh and Myrna Thornton 13328 56th Avenue South Tukwila, Washington 98178 Subject: Geotechnical Engineering Report Thornton Tukwila Property 13328 56th Avenue South Tukwila, Washington Dear Mr. & Mrs. Thornton: E3 RA is pleased to submit this report describing the results of our geotechnical engineering evaluation for the residence planned at 13328 56th Avenue South in Tukwila, Washington. The purpose of our evaluation is to evaluate soil characteristics and possible groundwater conditions at the residential site adjacent to the Duwamish River. This report has been prepared for the exclusive use of Raleigh and Myrna Thornton and their consultants, for specific application to this project, in accordance with generally accepted geotechnical engineering practice. 1.0 SITE AND PROJECT DESCRIPTION The project site is a residential lot located at 13328 56th Avenue South in the Second Addition East Riverton Garden Tracts in Tukwila, Washington, as shown on the enclosed Location Map (Figure 1). This lot consists of a nearly rectangular parcel that measures approximately 75 by 210 feet and encompasses about 0.26 acres. The existing structure is slightly elevated from the surrounding lot. The surface is nearly level with a slight grade to the southwest and southeast towards the Duwamish River. The property extends northwest / southeast with 56th Avenue South bounding the northwest property line and the Duwamish River bounding the southeast property line. To the northeast and southwest are similar single family residential structures. Access to the property is provided by a paved driveway that enters at the northeast corner of the lot and extends along the northeast property line to a detached single car garage. Current plans call for removing the existing home and construction a new three bedroom single family residence with a footprint measuring 34 by 53 feet on the north central part of the lot. The new residence will utilize a single car detached garage. The existing residence has a full basement and the new residence will have a crawl space. The structure will be situated approximately 30 feet southeast of 56th Avenue South and 80 feet northwest of the Duwamish River. The existing home and new structure will utilizes a municipal sewer system. It was reported that the existing home once utilized a gravity distribution septic drain field located in the southeastern portion of the property. 1 July 8, 2011 T11063 Thornton Geotechnical Report E3RA, Inc. 2.0 EXPLORATORY METHODS We explored surface and subsurface conditions at the project site on June 29th 2011. Our exploration program comprised the following elements: A surface reconnaissance of the site; Excavation of three soil test pits (TP1 — TP3); A review of published aerial photography, geologic maps and literature. Table 1 summarizes the approximate functional locations and termination depths of our subsurface explorations, and Figure 2 depicts their approximate relative locations. The following text sections describe the procedures used for excavation of test pits. TABLE 1 APPROXIMATE LOCATIONS AND DEPTHS OF EXPLORATIONS Exploration Functional Location Elevation (feet) Termination Depth (feet) TP -1 TP -2 TP -3 South Central portion of lot Middle — Southwest side of lot North Central portion of lot 8 9 10 8 9 10 Elevation datum: Site Plan The specific number and locations of our explorations were selected in relation to the existing site features, under the constraints of surface access, underground utility conflicts, and budget considerations. We estimated the relative location of each exploration. Consequently, the data listed in Table 1 and the locations depicted on Figure 2 should be considered accurate only to the degree permitted by our data sources and implied by our measuring methods. It should be realized that the explorations performed and utilized for this evaluation reveal subsurface conditions only at discrete locations across the project site and that actual conditions in other areas could vary. Furthermore, the nature and extent of any such variations would not become evident until additional explorations are performed or until construction activities have begun. If significant variations are observed at that time, we may need to modify our conclusions and recommendations contained in this report to reflect the actual site conditions. 2.1 Test Pit Procedures Our exploratory test pits were excavated with a rubber - tracked excavator by an owner - operator provided by the owners. A geologist from our firm observed the test pit excavations and logged the subsurface conditions. The enclosed test pit logs (Appendix A) indicate the vertical sequence of soils and materials encountered in each test pit, based on our field classifications. Where a soil contact was observed to be gradational or undulating, our logs indicate the average contact depth. We estimated the relative density and consistency of the in -situ soils by means of the excavation characteristics and the stability of the test pit sidewalls. Our logs also indicate the approximate depths of any sidewall caving or groundwater seepage observed in the test pits, as well as all sample numbers and sampling depths. The soils were classified visually in general 2 July 8, 2011 E3RA, Inc. T11063 Thornton Geotechnical Report accordance with the system described in Figure A -1, which includes a key to the exploration logs. Summary logs of the explorations are included as Figures A -2. 3.0 SITE CONDITIONS The following sections of text present our observations, measurements, findings, and interpretations regarding surface, soil and groundwater conditions. 3.1 Surface Conditions The site is about 75 feet wide and extends to the southeast from 56th Avenue South approximately 210 feet. Topographically, the lot is nearly level with a slight grade to the southeast and southwest towards the Duwamish River. The lot is covered with manicured lawn grass and landscaping plants. The southeast property line drops steeply to the Duwamish River. The slope is thickly vegetated with native shrubs and brush. The slope shows not signs of deterioration from erosion or sloughing. It was reported the property lies above the potential flooding level projected by the Army Corp of Engineers for a failure of the Howard Hansen Dam. A review of the King County Soil Survey and On -Line Soil Survey by the USDA Natural Resource Conservations Service found the soils in the area of the property have not been mapped. Soils identified and described adjacent to the property are listed as Urban Land (Ur). The characterization of the soils on the Thornton property is not consistent with the Urban Land (Ur) designation. Soils observed and described are native undisturbed sand and silty sand. 3.2 Soil Conditions Our on -site explorations, surface reconnaissance, and observations were made in three test pits excavated adjacent to the existing structures. In our three test pits, located in the southeast central portion of the lot, the southwest side yard and northwest front yard we observed well drained interbedded sand and silty sand to depths of 8 to 10 feet. The sandy soils were found to be loose at the surface becoming medium dense to dense below 3 feet. Sidewalls of the test pits experienced no sloughing or caving. 3.3 Groundwater Conditions At the time of our reconnaissance, June 29`x' 2011, we did not observe groundwater in any of our subsurface explorations, nor did we observe surface expressions of groundwater, such as seeps or springs, anywhere onsite. We do not expect that groundwater will be encountered in excavations for the proposed residence. It was reported the basement in the existing home has never experienced any seepage or groundwater issues. 3.4 Seismic Conditions Based on our analysis of subsurface exploration logs and our review of published geologic maps, we interpret the onsite soil conditions to correspond with site class D, as defined by Table 1613.5.2 of the 2009 International Building Code (IBC). 3 July 8, 2011 E3RA, Inc. T11063 Thornton Geotechnical Report 3.5 Liquefaction Potential Liquefaction is a sudden increase in pore water pressure and a sudden Toss of soil shear strength caused by shear strains, as could result from an earthquake. Research has shown that saturated, loose sands with a fines (silt and clay) content less than about 20 percent are most susceptible to liquefaction. Our subsurface explorations observed free draining, loose to medium dense sand and silty sand that became more dense with depth. Observations did not reveal saturated or the potential for saturated conditions. The sandy soils appear to be free draining with no visible mottling, seepage or groundwater. 4.0 CONCLUSIONS AND RECOMMENDATIONS Development plans call for the construction of a single family residence utilizing a conventional spread footing and stem wall foundation. We offer the following general geotechnical conclusions and recommendations concerning this project. Feasibility: Based on our field explorations, research, and analyses, the proposed development appears feasible from a geotechnical standpoint, provided that the recommendations presented later in Section 4 are followed. Erosion Hazards: Soils on the part of the site to be developed present a moderate erosion hazard and erosion control measures, consisting properly placed silt fences or straw bales and interceptor ditches, as described in Section 4.1, should be employed. Bare soils exposed during construction should be covered with straw. • Impacts on Adjacent Properties: The proposed construction should not, in our opinion, affect adjacent properties during or after construction. • Foundation Options: We recommend conventional spread footings bearing on subgrades consisting of organic -free, medium dense or denser native soils to support the foundation stem walls. Recommendations for spread footings are provided in Section 4. Basement Floor: We understand the existing homes basement foundation will be removed and backfilled prior to building the new structure. We recommend the concrete slab floor be broken and left in place. Backfilling of the basement cavity should be completed in accordance with the recommendation outlined in Section 4.6. • Spread Footings: Footings should bear on a minimum of 2 feet of structural fill or native soil compacted to a uniform dense condition. Stone W Storm water originating from the roof, walkways and driveways should be collected and disposed in a manner acceptable to the City of Tukwila. Soils observed and described across the property are considered suitable for infiltration of storm water. Storm water should be diverted away from foundations via splash blocks or other accepted techniques. 4 July 8, 2011 E3RA, Inc. TI1063 Thornton Geotechnical Report Based on the free draining condition of the soils and lack of topographic relief across the property, footing drains are not necessary. Surface grading should provide positive runoff away from foundation walls. The following sections of this report present our specific geotechnical conclusions and recommendations concerning site preparation, spread footings, slab -on -grade floors, drainage, and structural fill. The Washington State Department of Transportation (WSDOT) Standard Specifications and Standard Plans cited herein refer to WSDOT publications M41 -10, Standard Specifications for Road, Bridge, and Municipal Construction, and M21 -01, Standard Plans for Road, Bridge, and Municipal Construction, respectively. 4.1 Site Preparation Preparation of the project site should involve erosion control, excavations, and subgrade compaction. Erosion Control: Before new construction begins, an appropriate erosion control system should be installed. This system should collect and filter all surface water runoff through silt fencing. We anticipate a system of berms and drainage ditches around construction areas will provide an adequate collection system. Silt fencing fabric should meet the requirements of WSDOT Standard Specification 9 -33.2 Table 3. In addition, silt fencing should embed a minimum of 6 inches below existing grade. An erosion control system requires occasional observation and maintenance. Specifically, holes in the filter and areas where the filter has shifted above ground surface should be replaced or repaired as soon as they are identified. Site Excavations: Based on our explorations, we expect that site excavations will encounter loose to medium dense sand and silty sand. Conventional earth working equipment should be able to rapidly excavate this soil. Dewatering: Our explorations did not encounter groundwater within their termination depths, nor do we expect that groundwater will be present in the planned excavations. Subgrade Compaction: Exposed subgrades for footings and floors should be compacted to a firm, unyielding state before new concrete or fill soils are placed. Any localized zones of looser granular soils observed within a subgrade should be compacted to a density commensurate with the surrounding soils. In contrast, any organic, soft, or pumping soils observed within a subgrade should be overexcavated and replaced with a suitable structural fill material. Site Filling: Our conclusions regarding the reuse of on -site soils and our comments regarding wet - weather filling are presented subsequently. Regardless of soil type, all fill should be placed and compacted according to our recommendations presented in the Structural Fill section of this report. Specifically, building pad fill soil should be compacted to a uniform density of at least 95 percent (based on ASTM:D - 1557). Fill placed in non - structural areas should be compacted to a uniform density of at least 90 percent (based on ASTM:D - 1557). On -Site Soils: We offer the following evaluation of these on -site soils in relation to potential use as structural fill: Sand and Silty Sand: The sand and silty sand observed underlying the building site is moderately sensitive to moisture content variations and can be reused during most weather conditions. 5 July 8, 2011 E3RA, Inc. T11063 Thornton Geotechnical Report 4.2 Spread Footings In our opinion, conventional spread footings will provide adequate support for proposed residence if the subgrades are properly prepared. Footing Depths and Widths: For frost and erosion protection, the bases of all exterior footings should bear at least 18 inches below adjacent outside grades, whereas the bases of interior footings need bear only 12 inches below the surrounding slab surface level. To reduce post - construction settlements, continuous (wall) and isolated (column) footings should be at least 18 and 24 inches wide, respectively. Bearing Subgrades: Footings should bear on medium dense or denser, undisturbed native soils which have been stripped of surficial organic soils, or on properly compacted structural fill which bears on undisturbed native soils which have been stripped of surficial organic soils. In general, before footing concrete is placed, any localized zones of loose soils exposed across the footing subgrades should be compacted to a firm, unyielding condition, and any localized zones of soft, organic, or debris -laden soils should be overexcavated and replaced with suitable structural fill. Subgrade Observation: All footing subgrades should consist of firm, unyielding, native soils or structural fill materials compacted to a density of at least 95 percent (based on ASTM:D - 1557). Footings should never be cast atop loose, soft, or frozen soil, slough, debris, existing uncontrolled fill, or surfaces covered by standing water. Bearing Pressures: In our opinion, for static loading, footings that bear on properly prepared subgrades can be designed for a maximum allowable soil bearing pressure of 1,500 pounds per square foot (psf). This value is conservative and may be increased for specific footings under the direction of E3RA. A one -third increase in allowable soil bearing capacity may be used for short -term loads created by seismic or wind related activities. Footing Settlements: Assuming that bearing subgrades are prepared as described above, we estimate that total post - construction settlements of properly designed footings bearing on properly prepared subgrades will not exceed 1 inch. Differential settlements for comparably loaded elements may approach one -half of the actual total settlement over horizontal distances of approximately 50 feet. 43 Slab -On -Grade Floors In our opinion, soil - supported slab -on -grade floors can be used in the proposed structure if the subgrades are properly prepared. We offer the following comments and recommendations concerning slab -on -grade floors. Floor Subbase: Structural fill subbases do not appear to be needed under soil - supported slab -on -grade floors at the site. However, the final decision regarding the need for subbases should be based on actual subgrade conditions observed at the time of construction. If a subbase is needed, all subbase fill should be compacted to a density of at least 95 percent (based on ASTM:D - 1557). Capillary Break and Vapor Barrier: To retard the upward wicking of groundwater beneath the floor slab, we recommend that a capillary break be placed over the subgrade. Ideally, this capillary break would consist of a 4- inch -thick layer of pea gravel or other clean, uniform, well - rounded gravel, such as "Gravel Backfill for Drains" per WSDOT Standard Specification 9- 03.12(4), but clean angular gravel can be used if it adequately prevents capillary wicking. In addition, a layer of plastic sheeting (such as Crosstuff, Visqueen, or Moistop) should be placed over the capillary break to serve as a vapor barrier. During subsequent casting of the concrete slab, the contractor should exercise care to avoid puncturing this vapor barrier. 6 July 8, 2011 E3RA, Inc. T11063 Thornton Geotechnical Report 4.4 Drainage Systems In our opinion, the proposed structure should be provided with permanent drainage systems to reduce the risk of future moisture problems. We offer the following recommendations and comments for drainage design and construction purposes. Perimeter Drains: Based on the soil textures and groundwater conditions observed in our site explorations, we do not infer a need for perimeter drains. Subfloor Drains: Based on the groundwater conditions observed in our site explorations, we do not infer a need for subfloor drains. Runoff Water: Roof-runoff and surface -runoff water should be directed away from foundation structures utilizing splash blocks or other accepted techniques. Grading and Capping: Final site grades should slope downward away from the buildings so that runoff water will flow by gravity, rather than ponding near the building. Ideally, the area surrounding the building would be capped with concrete, asphalt, or low- permeability (silty) soils to minimize or preclude surface -water infiltration. 4.5 Structural Fill The term "structural fill" refers to any material placed under foundations, retaining walls, slab -on -grade floors, sidewalks, pavements, and other structures. Our comments, conclusions, and recommendations concerning structural fill are presented in the following paragraphs. Materials: Typical structural fill materials include clean sand, gravel, pea gravel, washed rock, crushed rock, well -graded mixtures of sand and gravel (commonly called "gravel borrow" or "pit- run "), and miscellaneous mixtures of silt, sand, and gravel. Recycled asphalt, concrete, and glass, which are derived from pulverizing the parent materials, are also potentially useful as structural fill in certain applications. Soils used for structural fill should not contain any organic matter or debris, or any individual particles greater than about 6 inches in diameter. Fill Placement: Clean sand, gravel, crushed rock, soil mixtures, and recycled materials should be placed in horizontal lifts not exceeding 8 inches in loose thickness, and each lift should be thoroughly compacted with a mechanical compactor. Compaction Criteria: Using the Modified Proctor test (ASTM:D -1557) as a standard, we recommend that structural fill used for various on -site applications be compacted to the following minimum densities: Fill Application Footing subgrade and bearing pad Foundation backfill Slab -on -grade floor subgrade and subbase 7 Minimum Compaction 95 percent 90 percent 95 percent July 8, 2011 E3RA, Inc. T11063 Thornton Geotechnical Report Subgrade Observation and Compaction Testing: Regardless of material or location, all structural fill should be placed over firm, unyielding subgrades prepared in accordance with the Site Preparation section of this report. The condition of all subgrades should be observed by geotechnical personnel before filling or construction begins. Also, fill soil compaction should be verified by means of in -place density tests performed during fill placement so that adequacy of soil compaction efforts may be evaluated as earthwork progresses. Soil Moisture Considerations: The suitability of soils used for structural fill depends primarily on their grain -size distribution and moisture content when they are placed. As the "fines" content (that soil fraction passing the U.S. No. 200 Sieve) increases, soils become more sensitive to small changes in moisture content. Soils containing more than about 5 percent fines (by weight) cannot be consistently compacted to a firm, unyielding condition when the moisture content is more than 2 percentage points above or below optimum. For fill placement during wet - weather site work, we recommend using "clean" fill, which refers to soils that have a fines content of 5 percent or less (by weight) based on the soil fraction passing the U.S. No. 4 Sieve. 5.0 RECOMMENDED ADDITIONAL SERVICES Because the future performance and integrity of the structural elements will depend largely on proper site preparation, drainage, fill placement, and construction procedures, monitoring and testing by experienced geotechnical personnel should be considered an integral part of the construction process. Consequently, we recommend that E3RA be retained to provide the following post -report services: Check all completed subgrades for footings or slab -on -grade floors before concrete is poured, in order to verify their bearing capacity; and Prepare a post - construction letter summarizing all field observations, inspections, and test results (if required by the City). 8 July 8, 2011 T11063 Thornton Geotechnical Report E3RA, Inc. 6.0 CLOSURE The conclusions and recommendations presented in this report are based, in part, on the explorations that we observed for this study; therefore, if variations in the subgrade conditions are observed at a later time, we may need to modify this report to reflect those changes. Also, because the future performance and integrity of the project elements depend largely on proper initial site preparation, drainage, and construction procedures, monitoring and testing by experienced geotechnical personnel should be considered an integral part of the construction process. E3RA is available to provide geotechnical monitoring of soils throughout construction. We appreciate the opportunity to be of service on this project. If you have any questions regarding this report or any aspects of the project, please feel free to contact our office. Sincerely, E3RA, Inc. REX B. HUMPHREY 1 Rex 13. Humphrey, L.E.G. Principal Geologist James E. Brigham, P.E. Principal Engineer RBH:JEB:dj TACO\ \Tacoma - server \cUOB FILES\2011 JOB FILES \T11063 THORNTON GEOLOGIC ASSESSMENT\T11063 Thornton Geotech Report.doc Five copies submitted 9 :71XIMIsIsI :fSi►Vide Yi rtYle IdeI.Y. TN TOPO! map printed on 07/06/11 from "Untitled.tpo" 122°17.000' W 122°16.000' W W GS84 122°15.000' W I, .P. k ..,_. rA6.41risi kfir or= ----- \eL.:42144ki A woman -41 s‘ittalkei,m now .. a__ ___ ..,. \Nr-v- -11 11113,14 OW 016! msko iztok kos Et -girlie. IIlL Ir�� Sh i VIC iii -1 'l armirsamo nswairmau wi,ri iflot 7:rtia ,.—‘, i,\41$.11- fir. A f iiiitir--, ■ /17%* MN 122°17.000' W 122°16.000' W 0 WGS84122 °15.000' W 1 MILE 0 1000 FEET 0 500 1000 METERS Map created with TOPO!® ©2003 National Geographic ( www .nationalgeogxaphic.comitopo) E3RA, Inc. PO Box 44840 Tacoma, WA 98448 THORNTON RESIDENCE TOPOGRAPHIC AND LOCATION MAP TUKWILA, WASHINGTON FIGURE 1 T11063 s ,,W :P '4IsIsIsI DINIDICIAZ •4b • TOPOGRAPHIC (Sc BOUNDARY SURVEY. SW 1/4 OF THE NW 1/4 OF SEC. 14, TWP. 23N., RGE_ 4E., W.M. CITY OF TUKWILA, KING COUNTY, WA. THORNTON RESIDENCE 13328 56TH AVENUE S. TUKWILA, WA. 98178 LEGEND MUM 1441149fT AS NOTED - SET Iran f CAP AS NOSED • MAC REAM R W AS HAWED Faro RAL A5 ROTS MAO NAL ROAD s=.¢ main Paz X CATCH Bass m SAOfART STRR NANCES • fitSlm AE04 FlEYADpi X SPOT SLEV4T• S:ER pTST { 041= AERR yr FRS NISIRANT L OAS METER C TITER VALPC B LIGHT STANOYo V TFlEP10K AANLTLE 1--1 ASPHALT SURFACE +'mac' me SWAM ® suns L:Z3 Car CRAWL SURFACE arms., 11•1007 ALCMS L17rIC LLxO21E R-0..► Ryan -ff-siY ( ) Was AS MOTO RCS RECOO 6 9AARA!Y, SOD( / PAGE RAND MOM LK SRDA0 L E CF IIMAE Of ROAD OWERMEAO RYQ3 SDPE AS NODD G1LS YARD OAS LK IAA FENCE =so= TR¢ (NOT 5+3•4 70 ' .E1 TRW(w Sam N 0075 E,,. •7��y�a y�P NOTE: BOUNDARY AND TOPOGRAPHY ARE BASED ON MAPPING PREPARED BY GeoDimensions, 2011 AND PROVIDED TO E3RA. THE INFORMATION SHOWN DOES NOT CONSTITUTE A FIELD SURVEY BY E3RA. TP -1 E3RA TEST PIT LOCATION (6/29/2077) t► GRAPHIC SCALE 1 " =30' N 0 30 60 90 4�• THE SCOPE OF TTIIS SURVEY AS DEFINED BY CLIENT DID NOT INCLUDE LOCATION OF THE NORTHWESTERLY EDGE OF THE DUWAMISH WATERWAY WHICH DETERMINES THE SOUTHEASTERLY MARGIN OF THE SUBJECT PROPERTY. E3RA Inc. 201 - 160th St. S Suite 401 Tacoma, WA 98448 253 - 537 -9400 253 - 537 -9401 fax www.e3ra.com PROJECT: THORNTON SHEET TITLE: SITE & EXPLORATION PLAN DESIGNER: RBH FIGURE 2 DRAWN BY: VLJ SCALE: 1" = 30' CHECKED BY: RBH SHEET: 1 DATE: 7/6/2011 FILE: T11063 APPENDIX A SOILS CLASSIFICATION CHART AND KEY TO SOIL DATA LOG OF TEST PITS a ao 5 Z 3 0 z z z 0 0 J MAJOR DIVISIONS TYPICAL NAMES COARSE GRAINED SOILS More than Half > #200 sieve GRAVELS MORE THAN HALF COARSE FRACTION IS LARGER THAN NO. 4 SIEVE CLEAN GRAVELS WITH LITTLE OR NO FINES GW • •'$` WELL GRADED GRAVELS, GRAVEL -SAND MIXTURES GP . ' .: 54 m' •D. POORLY GRADED GRAVELS, GRAVEL -SAND MIXTURES GRAVELS WITH OVER 15% FINES GM • 0'o l b lb SILTY GRAVELS, POORLY GRADED GRAVEL-SAND-SILT MIXTURES GC OA CLAYEY GRAVELS, POORLY GRADED GRAVELSAND�LAY MIXTURES SANDS MORE THAN HALF COARSE FRACTION IS SMALLER THAN NO. 4 SIEVE CLEAN SANDS WITH LITLE OR NO FINES SW WELL GRADED SANDS, GRAVELLY SANDS SP P POOY GRADED SANDS, GRAVELLY SANDS SANDS WITH OVER 15% FINES SM SILTY SANDS, POOORLY GRADED SAND -SILT MIXTURES SC CLAYEY SANDS, POORLY GRADED SAND -CLAY MIXTURES FINE GRAINED SOILS More than Half < #200 sieve SILTS AND CLAYS LIQUID LIMIT LESS THAN 50 ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, SILTY OR CLAYEY FINE SANDS, OR CLAYEY SILTS WITH SLIGHT PLASTICITY CL / INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYS OL ORGANIC CLAYS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY SILTS AND CLAYS LIQUID LIMIT GREATER THAN 50 MH INORGANIC SILTS, MICACEOUS OR DIATOMACIOUS FINE SANDY OR SILTY SOILS, ELASTIC SILTS CH INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS OH reIZI ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY. ORGANIC SILTS HIGHLY ORGANIC SOILS Pt SG . ,, ., ,, PEAT AND OTHER HIGHLY ORGANIC SOILS ■ Modified Califomia RV R -Value CI Split Spoon SA Sieve Analysis Pushed Shelby Tube SW Swell Test [j] Auger Cuttings TC Cyclic Triaxial iii: Grab Sample TX Unconsolidated Undrained Triaxial Sample Attempt with No Recovery 1V Torvane Shear CA Chemical Analysis UC Unconfined Compression CN Consolidation (1.2) (Shear Strength, ksf) CP Compaction WA Wash Analysis DS Direct Shear (20) (with % Passing No. 200 Sieve) PM Permeability Q Water Level at Time of Drilling PP Pocket Penetrometer 1 Water Level after Drilling(with date measured) SOIL CLASSIFICATION CHART AND KEY TO TEST DATA A•1 E3RA E3RA TEST PIT LOGS — T11063 Depth (feet) Material Description Test Pit TP -1 Location: Southeast — Central portion of Lot (Rear Yard) Approximate ground surface elevation: 22 feet 0.0 — 8.0 Loose to medium dense, dark gray, slightly moist, non - plastic, roots to 5 ft. SAND with some /trace silt (Alluvial) (SM). Test Pit terminated at approximately 8 feet on June 29, 2011 No Caving Observed No groundwater encountered Test Pit TP -2 Location: Southwest — Between existing home and southwest property line. Approximate ground surface elevation: 23 feet 0.0 — 9.0 Loose to medium dense, dark gray, slightly moist, non - plastic, coarser with depth, fine to medium grained, SAND with some /trace silt (Alluvial) (SM). Test Pit terminated at approximately 9 feet on June 29, 2011 No Caving Observed No groundwater encountered 0.0 — 10.0 Test Pit TP -3 Location: Northwest — northwest of existing home Approximate ground surface elevation: 23 feet Loose to medium dense, dark gray, slightly moist, non - plastic, fine to medium grained, SAND with some /trace silt (Alluvial) (SM). Test Pit terminated at approximately 10 feet on June 29, 2011 No Caving Observed No groundwater encountered Date Excavated: 6/29/2011 Logged by: RBH City of Tukwila RESIDENTIAL HEATING AND VENTILATION COMPLIANCE FORM Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.ci.tukwila.wa.us FILE COPY MECHANICAL PERMIT NO.: BUILDING PERMIT NO.: Project Name: )Z I Site Address: (Complete Sections I and II for Group R Occupancies 4 Stories or Less) I. WASHINGTON STATE ENERGY CODE HEATING DESIGN METHOD (select A, B or C below): A. ❑ System Analysis — W.S.E.C. Chapter 4 (submit documentation) B. ❑ Component Performance Approach — W.S.E.C. Chapter 5 (submit documentation) C. Prescriptive Option — W.S.E.C. Chapter 6 (for prescriptive, complete the following calculation): House Square Footage (heated space): 1 L02 X 20 BTU/h = 3214b ❑ Heating System Installed, (check system type below): 1. ❑ Electric Resistance 2. ❑ Electric (forced air) 3. Other Fuels (gas, heat pump) Maximum BTU of Heating System Output II. WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (select A or B below): A. ❑ Ventilation by Performance or Design Method - W.S.V.I.A.Q. Section 302 (submit documentation). B. a!(..-Prescriptive Ventilation Options - W.S.V.I.A.Q. Section 303 (select one of the following): 1. ❑ Ventilation using Exhaust Fans (Section 303.4.1.) ❑ Exception for outdoor air inlets — Forced air heating system w /interior doors undercut %2" 2. (iJ Ventilation integrated with Forced Air System (Section 303.4.2.) 3. ❑ Ventilation using Supply Fan (Section 303.4.3.) 4. ❑ Ventilation using Heat Recovery System (Section 303.4.4.) [Prescriptive Minimum/Maximum Outdoor Air Calculation specified in Table 3 -2 (see reverse side of form). 1. House Square Footage: 1 o 2. House Number of Bedrooms: 3 3. Required Outdoor Air Table 3 -2: Minimum - cfin Maximum - l2-0 cfm H: 1Applications1FonnaApplications On Line12009 -08 Resdiential Heating and Ventilation Compliance.doc Created: 7 -1 -2002 Revised: 8.2009 1 5 7 ECEOVED JUN 07 2011 PERMIT CENTER TABLE 3 -2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES OR LESS Minimum and Maximum Ventilation Rates: Cubic Feet Per Minute (CFM) Floor Area, ft2 Bedrooms Maximum Length Feet 2 or less Maximum Length Feet Maximum Elbows' 4 5 6 7 8 3 Min Ma x Min Ma x Min Ma x Min Ma x Mln Ma x Min Ma x Min Ma x <500 50 75 65 98 80 120 95 143 110 165 125 188 140 210 501 -1000 55 83 70 105 85 128 100 150 115 173 130 195 145 218 1001 -1500 60 90 75 113 90 135 105 158 120 180 135 203 150 225 1501 -2000 65 98y$.i, i;120 95 143 110 165 125 188 140 210 155 233 2001 -2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 2501 -3000 75 113 90 135 105 158 120 180 135 203 150 225 165 248 3001 -3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 3501 -4000 85 128 100 150 115 173 130 195 145 218 160 240 175 263 4001 -5000 95 143 110 165 125 188 140 210 155 233 170 255 185 278 5001 -6000 105 158 120 180 135 203 150 225 165 248 180 270 195 293 6001 -7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 7001 -8000 125 188 140 210 155 233 170 255 185 278 200 300 215 323 8001 -9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 >9000 145 218 160 240 175 263 190 285 205 308 220 330 235 353 For residences that exceed 8 bed ooms, increase the minimum requirement listed for 8 bedrooms by an additional 15 CFM per bedroom. The maximum CFM is equal to 1.5 times the minimum. TABLE 3 -3 PRESCRIPTIVE EXHAUST DUCT SIZING Fan Tested CFM @ 0.25" W.G. Minimum Flex Diameter Maximum Length Feet Minimum Smooth Diameter Maximum Length Feet Maximum Elbows' 50 4 inch 25 4 inch 70 3 50 5 inch 90 5 inch 100 3 50 6 inch No Limit 6 inch No Limit 3 80 4 inch NA 4 inch 20 3 80 5 inch 15 5 inch 100 3 80 6 inch 90 6 inch No Limit 3 100 5 inch` NA 5 inch 50 3 100 6 inch 45 6 inch No Limit 3 125 6 inch 15 6 inch No Limit 3 125 7 inch 70 7 inch No Limit 3 1. For each additional elbow subtract 10 feet from length. 2. Flex ducts of this diameter are not permitted with fans of this size. ECEO V Er H Mppllcations1Forma•Application$ On Line\2009-08 Resdlential Heating and Ventilation Compliance.doc Created: 7 -1 -2002 Revised: 8 -2009 JUN 07 2011 PERMIT CENTEI • Armsi�onq Budding Since '1952' August 24, 2011 City of Tukwila Public Works Joanna Spencer, Development Engineer Tukwila Public Works 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 RE: Permit #D11 -157 Thornton Residence, 13328 56th Ave S Dear Ms. Spencer, • AR MS TC 373NO 2715 Aubum Way North Aubum, Washington 98002 -2499 (253) 833"3355 (206) 623 -7617 • (253) 924-0411 The following letter is in regards to the Thornton building permit review and your letter dated August 8, 2011. Each of the comments are listed below and we have included a response to each as follows: 1) The property owner shall execute the attached KC Metro Residential Sewer Use Certification form. Response: The KC Metro Residential Sewer Use form has been signed and is enclosed. 2) The property owner shall execute the attached Sensitive Area Hold Harmless Agreement since the subject parcel is next to the river. Form is attached and owners' notarized Signatures are required. Response: The Sensitive Area Hold Harmless is signed, notarized and enclosed. 3) PW site visit has revealed that there is a second 3/4" water service stub which can be used for fire prevention sprinkler system. Show this stub on your site plan and fire service line (pipe length/size /pipe material). Response: The second 3/4" water service was installed in anticipation of the future development of an additional lot. At this time, there is no proposal to tie into this meter. 4) Submit fire sprinkler flow calculations prepared by a Level II NICET certificate holder fire sprinkler designer to assure that the existing 3/4" water service can handle the required fire sprinkler system. Response: Jerry Goin, Western States Fire Protection, has prepared the enclosed fire flow calculations and fire sprinkler plan. Our proposal is to keep the existing 3/4" meter service in place and to split the line into two piped sections once extended from the meter. One piped section will be branched off for the domestic line and the second will be for the fire sprinkler line to the home. Please refer to the enclosed plan & calculations from Western States for review. CORRECTION All - 1,57 RECEIVED AUG 25 2011 PERMITCENTER • 1 5) The engineering stamp, signature and name of the consulting firm shall be removed from the site plan if the additions of setback lines /dimensions, structures footprints, notes and etc were added by somebody else. Response: The engineering stamp, signature and name of the consulting firm have been removed from the site plan. 6) Floor Plan sheet no.1 shows a 3 -ft square concrete pad for the heat pump. Please show this pad on your site plan. Please note that the subject pad shall be outside of the required 5 -ft wide side yard setback. Response: The heat pump location has been revised and is no longer inside the 5 -ft side side -yard setback. The site plan has been revised to show the new heat pump location at the front of the house. The new heat pump location falls outside of all building setbacks. 7) City of Tukwila has an undergrounding ordinance; all utilities shall be installed underground. Show how power and telecommunication services will be brought to the new house. Response: The power line condition has been noted and Seattle City Light has been contacted. An application process has begun with Seattle City Light and they will be providing engineering as to the new underground location & construction requirements. We have noted the undergrounding requirement on the site plan and added a note to this effect. 8) Show footprint of the existing house to be removed in dotted lines. Response: Dotted lines have been added around the footprint of the existing house that is proposed for removal. 9) On your site plan please cross - reference the geotechnical report. List report title, date, name address and phone number of the geotech firm. Response: Reference to the project geotech report has been added to the site plan. Enclosed are the following for your review: 1) One (1) copy of the signed KC Metro Residential Sewer Use Certification form. 2) One (1) copy of the signed Sensitive Area Hold Harmless Agreement. 3) Three (3) copies of the revised site plan. 4) Three (3) copies of the fire sprinkler calculations & plan by Western States Fire Protection. Should you have any questions or need any additional information, please contact me at (425) 749 -9945. Sincerely, SarX Slatten Armstrong Construction • • July 14, 2011 Allen Johannessen City of Tukwila Dept of Community Development 6300 Southcenter Blvd, Suite #100 Tukwila, WA 98188 RE: Thornton Residence, D11 -157 Dear Mr. Johannessen, The following re- submittal is for the Thornton Residence and is in response to your Determination of Completeness Memo, dated June 10, 2011. In your letter you ask us to respond to the following comments and to provide additional information: 1. Provide benchmark elevation number of street and elevation number of finish floor of house to show sufficient sloping from house and crawl space. These numbers may be shown on the Topographical Boundary Survey or plan cover sheet. Response: The finish floor for the new home will be at the same elevation of the existing home which is 25.8 feet, which sits approximately 2 — 3 feet higher than existing grade. The new finish grades will essentially be the same the current ones and will slope away from the home in all directions. 2. The relative flat lot topography and uncertain soil condition, requires that additional plan detail show how the footing/crawl space drain system will function to prevent the accumulation of water in the crawl space. This may be accomplished with lot plan cross section that demonstrates the gravity flow will discharge water away form the crawl space, or a soils report identifies how the soil conditions could otherwise dispersed any footing or crawl space water discharge system. Show roof details (on plan set) to identify a footing drain or a crawl space water discharge system. Show roof drainage system or downspouts. The footing discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department. Discharge may be to a culvert or gutter. The intent is that groundwater will not accumulate in the basement or crawl space. Foundation details shall also show crawl space drainage pipe with gravel and filter fabric cover. Response: E3RA has completed a soils report dated July 8, 2011 for the property. Three test pits were taken and the recommendation for site • drainage recommendations can be found on page 7, section 4.4. Downspouts and splash blocks have been recommended for roof drainage and have been added to the plans. Please refer plan sheets 1 and 5 for detail. The footing recommendations can be found on E3RA's report, page 6 under section 4.2 Spread Footings. Additional crawl space drainage measures on not recommended based on the soils conditions. It should be noted that the Thornton's currently have a basement in the existing home and have never encountered any drainage issues / flooding issues. They have lived in this home since the 1950's. 3. Provide a geotechnical soils report for the lot. The report shall determine size of footings for the house and provide any recommendations for crawl space drainage and downspout discharge systems. Response: E3RA has completed a soils report dated July 8, 2011 for the property. Three test pits were taken and the recommendation for crawl space drainage and downspouts can be found on page 7, section 4.4 Drainage Systems. 4. On the cover sheet or site plan reference current codes i.e. 2009 IRC, IBC, WSEC etc. Codes referenced only show IBC. Response: Sheet 1 has been amended to show all of the code callouts as listed above. The cover sheet has also been amended to include applicable codes. 5. On elevations sheet show sides as north, east, south and west. Response: The elevations have been amended as indicated above. Please refer to sheets 4 and 5. Enclosed are the following for your review: 1) Four (4) copies of the amended site plan/survey. 2) Four (4) copies of the revised building plans. 3) Three (3) copies of the soils report by E3RA dated July 8, 2011 Should you have any questions or need any additional information, please contact me at (425) 749 -9945 Sincerely, S • '' Slatten Armstrong Construction enclosures • City of Tukwila Jim Haggerton, Mayor _ o Department of Community Development Jack Pace, Director - 2 .. June 10, 2011 Sara Slatten Armstrong Construction 16720 Redmond Wy Redmond, WA 98052 RE: Incomplete Letter #1 Development Permit Application D11 -157 Thornton Residence —13328 56 Av S Dear Ms. Slatten, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on June 7, 2011 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, ""R\L__ Bill Rambo Permit Technician Enclosures File: DI 1 -157 W:\Permit CenterkIncomplete Letters\2011\D11 -157 Incomplete Ltr #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 • • Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: June 9 2011 Project Name: Thornton Residence Permit #: D11 -157 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide bench mark elevation number of street and elevation number of finish floor of house to show sufficient sloping from house and crawl space. These numbers may be shown on the Topographical Boundary Survey or plan cover sheet. 2. The relative flat lot topography and uncertain soil conditions, requires that additional plan detail show how the footing/crawl space drain system will function to prevent the accumulation of water in the crawl space. This may be accomplished with lot plan cross section that demonstrates the gravity flow will discharge water away from the crawl space, or a soils report identifies how the soil conditions could otherwise dispersed any footing or crawl space water. Provide additional plan details (on plan set) to identify a footing drain or a crawl space water discharge system. Show roof drainage system or downspouts. The footing discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department. Discharge may be to a culvert or gutter. The intent is that groundwater will not accumulate in the basement or crawl space. Foundation details shall also show crawl space drainage pipe with gravel and filter fabric cover. (IRC R405.1, R408.6) 3. Provide a geotechnical soils report for the lot. The report shall determine size of footings for the house and provide any recommendations for crawl space drainage and downspout discharge systems. 4. On the cover sheet or site plan reference current codes i.e. 2009 IRC, IBC, WSEC etc. Codes referenced only show IBC. 5. On elevations sheet show sides as north, east, south and west. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 20110920000603 SLATTEN AG 68.00 PAGE -001 OF 007 09/20/2011 12:22 KING COUNTY, WA Above this line reserved for Recorder's use ti HOLD HARMLESS - SENSITIVE AREA /.�Gp..F Mer`1 -' tirM�f ; iii -E57� £Ii- 177 Grantor /Borrower: RaleighThornton Grantee /Beneficiary: CITY OF TUKWILA, a municipal corporation of King County, Washington Document Reference Number(s): Section/Township /Range: NW - 14 - 23 - 4 Assessor's Tax Parce; Number(s): 2172000205 Property Legal Description (abbreviated): EAST RIVERTON GARDEN TRS 2ND NELY 25 FT OF 39 & ALL 40 COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page 1 of7 D1H57 SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT This covenant and hold harmless reement is entered into between / �2/1 %ra harmless , (Individual(s) (Corporation) , ( "Grantor), and the City of Tukwila, a Washington municipal corporation ( "Grantee "). RECITALS WHEREAS, Grantor owns and has applied for necessary permits to develop certain real property (the "Property") legally described in Exhibit A, which is attached and incorporated by reference. WHEREAS, a portion of the Property contains sensitive areas of potential geologic instability (potential slide areas) as depicted in Exhibit B, which is attached and incorporated by reference. WHEREAS, as a condition of the issuance of subdivision plat approval, land use permits, and /or construction permits for the Property, the Grantee required the Grantor to execute and record this "Sensitive Area Covenant and Hold Harmless Agreement" to hold the City of Tukwila harmless from all loss incurred as a result of any landslide or seismic activity, or soil disturbance. WHEREAS, Grantor assumed this obligation in order to obtain said subdivision plat approval, land use permits, and /or construction permits for the Property. WHEREAS, the parties agree that this agreement constitutes an arms length, . bargained -for agreement, which includes a waiver of liability that runs with the land for risks created by the proposed use of property because of the shape, composition, location or other characteristic unique to the Property sought to be developed. NOW, THEREFORE, the parties agree as follows: AGREEMENT 1. In consideration of Grantee issuing subdivision plat approval and /or other development permits, which constitutes good and valuable consideration, the receipt of which and the sufficiency of which the Grantor hereby acknowledges, the Grantor shall defend, indemnify, and hold the Grantee, its officers, officials, employees, agents, and assigns harmless from any and all claims, injuries, damages, losses, or suits, whether brought by grantor or third parties, including all legal costs and reasonable attomey fees, arising out of or in connection with any injuries or damages to persons or property caused in whole or in part by any landslide or seismic activity or soil disturbance on the Property, legally described in Exhibit A, which is attached and incorporated by reference. COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page 2 o 2. Grantor on its own behalf and on behalf of its heirs, successors and assigns hereby waives any right to assert any claim against the Grantee, its officers, officials, employees, agents, and assigns for any Toss, or damage to people or property either on or off the site resulting from any landslide or seismic activity or soil disturbance on said Property by reason of or arising out of the issuance of the permit(s) by the City for development on said Property except only for such losses that may directly result from the sole negligence of the City. 3. Grantor will inform its successors and assigns of said Property that the Property is in an area of potential geologic instability (potential slide area), of the risks associated with development thereon, of any conditions or prohibitions on development imposed by the City of Tukwila, and of any features in this design which will require maintenance or modification to address anticipated soils changes. 4. Grantor will maintain continuous insurance coverage as required by the permit authorizing the development. 5. Grantee's inspection or acceptance of any of the Grantor's construction or other work either during construction or when completed shall not be grounds to avoid any of these covenants of indemnification. 6. This covenant and hold harmless agreement shall be a covenant running with the land and the rights and obligations contained herein shall run with and burden the Property, including each parcel comprising the Property and shall inure to the benefit of and be binding upon the Grantor and Grantee, their successors and assigns. COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page Sof 7 DATED this GRANTOR: individual(s) day of ALA --r> • q Y STATE OF WASHINGTON ss. COUNTY OF KING ,20a On this c23r"l day of . , 20 1/ , before me a Notary Public in and for the State of Washingto , personally appeared £b rr►ri. i c L o v- ,tome known to be the individual(s) that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said individual(s), for the uses and purposes mentioned in this instrument, and on oath stated that he /she /they was /were authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. MICHELLE K. WILSON STATE OF WASHINGTON NOTARY PUBLIC -MY COMMISSION EXPIRES 09 -28-13 1,..a/.62&14-te.16 Wil.4.4v) Name: Yl ie.ka.I,Ui 14 (.iC10 i SOYA NOTARY PUBLIC, in and for the State of Washington, residing at salts 19,01-1-4-t Ate, 5. . My commission expires: l 1 ig 1 COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page of DATED this 1b- day of '>v , 201 . STATE OF WASHINGTON County of King ss. On this h day of X-C �2k/y1 hz'.� , 20 1/ , before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared i Yti1 a 5'( + Y and 1V1 e L i 556 -Et ak. , known to me to be the Mayor and City Clerk, respectively, of CITY OF TUKWILA, the municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said municipal corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he/she was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year above written. a- i-7cs A. A1 rnh3 J 'Dil di? t nt name 16-( ?, NOTARY PUBLIC in a • • for the State of Washington, residing at _" 11,1 ►L,i,'�,': is COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page sof.T EXHIBIT A LEGAL DESCRIPTION OF PROPERTY TRACT 40, SECOND ADDITION EAST RIVERTON VOLUME GARDEN 2 OF TRACTS, ACCORDING TO PLAT RECORDED PLATS, PAGE 79, IN KING COUNTY, WASHINGTON: EXCEPT ANY PORTION THEREOF LYING BELOW WERE LINE OF ORDINARY HIGH WATER OF THE DUWAMISH THE NORTH 25 FEET OF TRACT 39, SECOND ADDITION T AST RECORDED RIVERTON GARDEN TRACTS, ACCORDING TO IN VOLUME 12, OF PLATS, PAGE 79, IN KING COUNTY, WASHINGTON. COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Pigs rof EXHIBIT B DEPICTION OF SENSITIVE AREAS 15302 2172000095 13315 2/72000105 13301 2172000000 5610 21720au24.7 19319 5612 2172000110 2/720002 2172000716. , 13925 2/72000120. 2'172.000226 13327 13331 21!2000126 .:_ 21721100222 2172000230 • 13341 . 2172.000129. 2172000130 13993 0¢+ • •.,,2172000131 ' .1172000 .21720001'40 1.3312 13349 2172000215 2172000i'45, 19317 73357 2172000150 /9355 2172000155 217!2 13924 2172600160 13361 13936 12172000/95 13940 2173000120 13944 2172000185 21713350 2000180 • �!u 13354 2172000175 13360 2172000165 COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page7of 7 •PERMIT COORD COP. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -157 DATE: 12/02/11 PROJECT NAME: THORNTON RESIDENCE SITE ADDRESS: 13328 56 AV S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X _ Revision # 2 after Permit Issued DEPARTMENTS: Building Division IIC Work Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 1K Comments: Incomplete DUE DATE: 12/06/11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01/03/12 Approved kI Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center' Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 ERMIT COORD COP`S PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -157 DATE: 10/14/11 PROJECT NAME: THORNTON RESIDENCE SITE ADDRESS: 13328 56 AV S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after Permit Issued EPART ENTS: itQ_�1 �(T B I ing i is on Public Works Fire Prevention ❑ Structural n Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10/18/11 Complete IT Incomplete n Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route 110 Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/15/11 Approved Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 CITY OF TUKWILA PUBLIC WORKS DEPARTMENT/ REVIEW COMMENT www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards TO: FROM: DATE: SUBJECT: Flood Review Note: Development File Public Works Department — Joanna Spencer, Development Engineer September 7, 2011 Thornton New SFR and New Detached Garage 13328 58th Avenue S Permit No. D11 -157 (SFR) D11 -177 (Garage) The site plan shows finished floor for the residence at 25.8 feet (surrounding area is at elevation 23.0 feet) and for the garage at 24.0 feet (surrounding area at 22.6 feet). The 100 year flood elevation for this area is less than 20 feet (NAVD 88). The residence will be constructed approximately 130 feet and the garage 100 feet from the bank. Based on the above information Flood Zone Control Permit is not required. (W:PW Eng/Other /Joanna Spencer/Flood Review Note D11-157 & D 1 1-177) PERMANENT FILE COPY Dll 157 N (g 3 z JOINS PANEL 0960 13RD AVENUE m m oo 44TH AVENUE 4TH AVENUE S t4? AVENUE cn m m-0 mO m rT Zr mm AVENUES z AVENUE :NUE Dzi Z zN -n m 0 40' 57T 0) O O 64 AVENUE AVENUE o". 66TH AVENUE S to v rcn .. •000••••••••■•••0 ^�^^� 513.~ (EL 987) Floodplain boundary Floodway boundary Zone D boundary ORS and OPA boundary 4-- Boundary dividing Special Flood Hazard Areas of different Base Flood Elevations, flood depths or flood velocities. Base Flood Elevation line and value; elevation In feet* Base Flood Elevation value where uniform within zone; elevation In feet* * Referenced to the North American Vertical Datum of 1988 (NAVD 88) 97 °07'30 ", 32 °22'30" 4275momN 6000000 M DX5510X • M1.5 Cross section line Transect line Geographic coordinates referenced to the North American Datum of 1983 (NAD 83) 1000 -meter Universal Transverse Mercator grid ticks, zone 10 5000 -foot grid ticks: Washington State Plane coordinate system, north zone (FIPSZONE 4601), Lambert Conformal Conic Bench mark (see explanation in Notes to Users section of this FIRM panel) River Mile MAP REPOSITORIES Refer to Map Repositories list on Map Index EFFECTIVE DATE OF COUNTYWIDE FLOOD INSURANCE RATE MAP September 29, 1989 EFFECTIVE DATE(S) OF REVISION(S) TO THIS PANEL May 16, 1995 May 20, 1996 March 30, 1998 November 8, 1999 December 6, 2001 April 19, 2005 - to change special flood hazard areas, to incorporate previously issued letters of map revision, to change base flood elevations, to change zone designations, to update corporate limits, and to update roads and road names. For community map revision history prior to countywide mapping, refer to the Community Map History table located in the Flood Insurance Study report for this jurisdiction. To determine if flood insurance is available in this community, contact your insurance agent or call the National Flood Insurance Program at 1- 800- 638- 6620. MAP SCALE 1" = 500' 250 0 500 1000. EET METERS 300 I H H H 1 1 I---1 150 150 PANEL 0957K FIRM FLOOD INSURANCE RATE MAP KING COUNTY, WASHINGTON AND INCORPORATED AREAS . PANEL 957 OF 1700 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) CONTAINS: P U ,.., to- o® ,.; pa Iii tO• v- -• Q �• Iv 2 COMMUNITY NUMBER PANEL SUFFIX ������ KING COUNTY 530071 0957 K SEATTLE, CITY OF 530089 0957 K TUCKWILA, CITY OF 530091 0957 K RENTON, CITY OF 530088 0957 K �"I' -' `.��L. ��� �. ® REVISED PRELIMINARY r r® ►® IIm MAY 172010 to used when above should community. Federal User:, The Map placing map orders; be used on insurance 0,MILr.^, = •,�, A. 0.1"� .1 Nu s1'`' Emergency Number shown below should be the Community Number shown applications for the subject MAP NUMBER 53033C0957K MAP REVISED Management Agency MENotice "'��� W..- Mai �® 1111 iiim V•:.. RM144 29TH z 0 6:2C,,er‘a -47, le (...te./ © C ti Lit.Aeo 4--fitle.-N be? 01-7 fr-71? o " w €w Q a 11.E i e Z 0 t� %'t �, C/l1j //fr:8, 1 ST STREET e 0 0 S DRNELA OA.1' 11/4. l • 0 •0 0 so SOUTH 136TH STREET ZONE AN (EL 18) / 0 /- RECEIVED OCT 312011 PERMITCENTER SOUTH 139TH STREET SOUTH STREET R M32 Footbridge Z SOUTH 139TH STREET SOUTH 140TH STREET SOUTH 140TH STREET 0 ZONE X 0 cn w D 0 cn SOUTH 142ND STREET CITY OF TUKWILA 530091 S 141ST PLACE ACE O N 142ND STREET NOTE: MAP AREA SHOWN ON THIS PANEL IS LOCATED WITHIN TOWNSHIP 23 NORTH. RANGE SOUTF 1$ P I PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -157 DATE: 08 -25 -11 PROJECT NAME: THORNTON RESIDENCE SITE ADDRESS: 13328 56 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Building Division Public rk c ■ Fire Prevention Structural n Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 08-30 -11 Not Applicable n Comments: PermitCen er Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: nNo further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 09 -27 -11 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 OPERIVIIT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -157 DATE: 07/15/11 PROJECT NAME: THORNTON RESIDENCE SITE ADDRESS: 13328 56 AV S Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # after Permit Issued DEPART ENTS: uiliding ivisi p ©LL. ,,d( ev,,‘ Public Works Fire Prevention Structural PTahning ivision Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete IA Comments: Incomplete DUE DATE: 07/19/11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/16/11 Approved Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: g -n- 4� Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: Documents /routing slip.doc 2 -28 -02 4 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -157 DATE: 06 -07 -11 PROJECT NAME: THORNTON RESIDENCE SITE ADDRESS: 13328 56 AV S X Original Plan Submittal _ Response to Correction Letter # Revision # After Permit Issued Response to Incomplete Letter # DEPARTMENTS: I dirDiv ion koV\ Public Works Fide Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete DUE DATE: 06-09-11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: L'-'( O' I,' LETTER OF COMPLETENESS M LED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: V "1 TUES/THURS ROUTING: Please Route n Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 07 -07 -11 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2- 28-02 PROJECT NAME: SITE ADDRESS: PERMIT NO i �' S ORIGINAL ISSUE DATE: I 0 111-t l `I REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF INITIALS I I�l �l L�P Summary of Revision: li N 64, (A lo�ao /i w Summary of Revision: � Tob INK S,1 f aAAL Iv j iS V' O ( / Received by: /C c p_. . -- REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF IN;ItLS Summary of Revision: li N 64, (A Cd Mr Received by: 0_,O),‘„h, le ,_-_., 1 b (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: //www.ci.tukwila.wa.us REVISION SUBMITTAL To ; oA- AlIvA- SP G �-( Pik L ] AA -S 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: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # _� after Permit is Issued 0 Revision requested by a City Building Inspector or Plans Examiner Project Name: 1 1 - 157 Project Address: I-3 2ii3 G i1 Contact Person: SA LATT Phone Number: 414x" -7-1 S6W s 1it. _1'Z yy.lt. ©v, c Summary of Revision: CA RFC CIT'v OF TuKwu DEC 0 2 2011 Pfi ENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on H:'Applications'Fonns- Applications On Line\2010 Applies Created: 8 -13 -2004 Revised: 7 -2010 010 - Revision Submittal.doc City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: //www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ( —) 1 L) L c Plan Check/Permit Number: 01 \ - \ S ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # El Revision # 1 after Permit is Issued OCT .17 2011 ❑ Revision requested by a City Building Inspector or Plans Examiner / Project Name: (1A o n,`.1 `` c_ k e S -, (1e K c e Project Address: l 3 3Dv , "T„ L, c..., Contact Person: KL. U%�. Coca 5 Phone Number: g-3-7q 7 - q Summary of Revision: C - cam-\ 1.. S \ ,o = u p c) AECENED crr a OF TUKWILA 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: A W 1 Entered in Permits Plus on /OP // / H: Applicationt\Fortm- Applications On Line \2010 Applications \7 -2010 - Revision Submittal.doc Created: 8-13-2004 Revised: 7 -2010 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: ' ZS— I Plan Check/Permit Number: D11-157 ❑ 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: Thorton Residence Project Address: 13328 56cAv S 4as---- q ) Contact Person: 3Gl.lr� S Weil' I Phone Number: / 9 '" L r `TS— Summary of Revision: ECENED CTf OF TllKWIIA AUG 252011i "ERA4IT CENTER 2,0 1 1 S r Yti 0 J coy [ - I I re, Ceq [co [441'o Yk-S - Peii Seq s piavtp) - 92.44,54\,e, Ce•110 11 k4 wV eA4, They)-r, Sheet Number(s): Se4Ne.. "6/'nY1 "Cloud" or highlight all areas of revision including date of revis n Received at the City of Tukwila Permit Center by: C9 N-- Entered in Permits Plus on ') -S— 1, I \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 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: t I Plan Check/Permit Number: D1 1- 1 5 7 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Thornton Residence. Project Address: 13328 56 Av S Contact Person: Orr o /M- X 151011 ! PERM1?CENTEA Phone Number: Summary of Revision: s� c�,c. s Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Centetl by: r Entered in Permits Plus on \applications \forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: • ill— 157 • Residential Sewer Use Certification Sewage Treatment Capacity Charge • To be completed for all new sewer connections, re- connections, or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 1,3320 - 2 p Property Street Address City V 41G�U L �� clg t -1 State ZIP � Y riAt,EiGN - ... o\ Owner's Name _1332 51; - S Owner s Mailing Address TM- WlLA11A) A c% ' City State ZIP ro /0-S-7 I Lis — Owner's Phone Number ( h Area Code) ® King County Department of Natural Resources and Parks Wastewater Treatment Division For King County Use Only Account # No. of RCEs Monthly Rate 6 Month Rate Sewer District Date of Sewer Connection Coy N) ?2) °� 4/3-0c)6 ide Sewer Permit Number Property Contact Phone Number (with Mee. Code) I 2.0002-05 Party to be Billed (if different than Owner): I V Required: Property Tax Parcel Number Name bW ■-Sk Subdivision Name Subdivision Number Street Address City Lot Number Block Number State ZIP Building Name Residential Customer Please report any demolitions of pre- existing PI ase check appropriate box: Equivalent (RCE) building on this property. Credit for a demolition Ire Single- family (free standing, detached only) 1.0 may be given under some circumstances. Multi - Family (any shared walls): Demolition of pre- existing building? Yes ❑ No ❑ Duplex (0.8 RCE per unit) 1.6 Was building on Sanitary Sewer? Yes ❑ No ❑ 3 -Plex (0.8 RCE per unit) 2.4 Sewer disconnect date: IN 9 15 -I I� ❑ 4 -Plex (0.8 RCE per unit) 3.2 Type of building demolished? Sr —4-IL,s. ❑ 5 or more (0.64 RCE per unit) Request to apply demolition credit to multiple buildings? No. of Units x 0.64 = ❑Yes f�No RECEIVED ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 — CORRECTION AUG 25 2011 ii If yes, will this property have a Homeowner's Association? ❑ Yes No °'° }}�� T� CENTER Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities'Sl &tlje a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 206-684-1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of r vised capacity char e. Signature of Owner /Representative el +t' k- Pm CALKA, tel. Date 5 -Li 1 11 !'A tdt JI -- rANA AP If Multi- family, will units be sold individually? ❑ Yes ❑ No t TR Contractors or Tradespeople .ter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name ARMSTRONG CONST CO INC UBI No. 171002737 Phone 2538333355 Status Active Address 2709 Auburn Way N License No. ARMSTC *373N0 Suite /Apt. License Type Construction Contractor City Auburn Effective Date 8/20/1963 State WA Expiration Date 5/7/2012 Zip 98002 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status ARMSTHR290KP ARMSTRONG HMS REDMOND INC Construction Contractor General Unused 5/17/1971 5/7/2013 Active ARMSTHT294KP ARMSTRONG HMS /TACOMA INC Construction Contractor General Unused 5/17/1971 5/7/2012 Active ARMSTH6307QLARMSTRONG HMS BREMERTON INC Construction Contractor General Unused 11/13/1970 5/7/2013 Active ARMSTL *340ME ARMSTRONG LUMBER CO INC Construction Contractor General Unused 7/5/1966 5/7/2012 Active ARMSTHI077NR ARMSTRONG HMS /KENNEWICK INC Construction Contractor General Unused 8/19/1993 8/12/1997 Archived Business Owner Information Name Role Effective Date Expiration Date ARMSTRONG, RICHARD C JR President 01/01/1980 Amount KROKE, GAYLE A Secretary 01/01/1980 000377622 ARMSTRONG, JAMES R Vice President 01/01/1980 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 TRAVELERS CAS & SURETY CO HT4536 05/07/2005 Until Cancelled $12,000.00 02/09/2005 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 28 Co James River Ins 000377622 05/07/2011 05/07/2012 $1,000,000.0005 /04/2011 27 JAMES RIVER INS CO 00377620 05/07/2009 05/07/2011 $1,000,000.0005 /05/2010 26 CENTURY SURETY CO CCP546379 05/07/2008 05/07/2009 $1,000,000.0005 /06/2008 25 JAMES RIVER INS CO 00023948 05/07/2007 05/07/2008 $1,000,000.0005 /04/2007 24 LLOYDS OF LONDON (UNDERWRITERS CJ0677041 05/07/2006 05/07/2007 $1,000,000.0006 /06/2006 https://fortress.wa.gov/lni/bbip/Print.aspx 10/14/2011 PLAN -VIEW i l l' 30 I t° RELATIVE SCALE IN FEET CONSTRUCTION MATERIALS INSPECTION: Phone your Electric Service Consultant (Marilyn Boland, 206 -386 -1671) in advance of purchasing or installing construction materials for City Light approval of manufacturers. Refer to the attached Material Standards, 7015.05 & 7050.05, for a list of City Light approved conduit manufacturers. HANDHOLE & CONDUIT INSTALLATION INSPECTION: Phone your Electric Service Consultant (Marilyn Boland, 206 - 386 -1671) 48 hrs setting handhole & installing conduit to schedule inspection of the installation. City Light inspector must inspect conduit trench, trench bedding, conduit, conduit mandreling & trench backfill before trench is covered. in advance of O Pulling Handhole (H -01): Provide and install one 17 "x28 "x24" handhole (Utility Vault Co, 17 "x28 "x12" handhole with cover, and 12" handhole extension) at finish grade level, per U2 -13.1 on the property at indicated location, as shown. on plan. Handhole must be easily accessible and not hidden among planned londscaping that will obscure it over time. Handhole lid must open flat. Position hondhole to avoid collecting surface water. Conduit must enter handhole as shown in handhole detail, Hondhole , must not be located in on area subject to vehicle traffic. © Service Conduit: Provide and instoll 3" PVC Sch 40 conduits, per U2 -10, U2-13.1, U12-1.3 & U12-1.4, follows: These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequac • of the design rests totally _ with,. the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittat of revised drawings for subsequent approval. OS Final acceptance is subject to field inspection the Public Works utilities inspector. Date: • One 3" PVC Sch 40 conduit from meter base to handhole H -01 as shown on plan view, and on handhole detail. • Two 3" PVC Sch 40 conduits from handhole H -01 to pole #88, and 10' up pole #88 on so444A-west face as shown on handhole detail and the pole detail, per U2 -10, U2 -13.1, U12 -1.4, Conduit. Risers: First 10' up pole shall be rigid steel, as shown on bird's eye view and pole detail, per U7 -10 & U7-10.1. • Conduit, Bends: Three 90- degree bends of 3' radius are allowed in each of the conduit runs between access points. Bends shall be rigid steel (Mat'I Std 7050.05) except bend at base of hondhole H -01, which shall be PVC SCH 40 (Mat'I Std 7015,05), Conduit, Cleaning: Clean and mandrel the conduit, and instoll a pulling hondline and marking tope per U2- 11.40. APPROVED PVC CONDUIT MFRS (8):' J —M MANUFACTURING CO., INC. SCEPTER .o. plc JEMENi REs • t D N P c . o.-r. DETAIL" ZS - 03. 4 1/2" MINIMUM BETWEEN POLE AND CONDUITS 9.o' OROUNL -- l..EVEL. - .- TOP OF CONDUITS 36" MIN. DEPTH AT FULL SIZE W LL' BIRD'S EYE VIEW TP-88 NO SCALE CONDUIT ON POLE (CONDUIT BISBBS) 1. POLE STANDOFF BRACKET * INSTALL 9' ABOVE GROUND. * USE THREE (4 •x1 /2 ") LAG SCREWS. * ALIGN WITH NOTCH IN POLE (SOUTHWEST FACE) 2. TWO 3" CONDUIT RISERS * PVC RIGID STEEL FIRST 10' * 4.5" SPACING BETWEEN CONDUIT & POLE. * CONDUIT SHALL RISE VERTICALLY FROM TRENCH. 3. TAPE CONDUIT (STEEL CONDUIT ONLY) * TAPE 8" ABOVE AND BELOW THE GROUND UNE, USE VINYL PIPE WRAP TAPE ONLY. ELDOw AT BASE OF POLL * RIGID STEEL * 90' BEND MIN. 3' RADIUS ▪ NO BEND PORTION ABOVE GRADE 5. CAP VERTICAL SECTION TO PREVENT WATER ENTRY. WORK ORDER #: DESCRIPTION REVISIONS No rhenges shall bo made to the scope Of work without prior approval of Tukwila Building Division. NOM: Revisions will require a new plan submittal crd may include additional plan review fees. (2) -3" SVC B CONDUIT TO POLE #88 (1) -3" SVC CONDUIT TO METER BASE PLAN VIEW CUST PULLING HANDHOLE (H-01) 17" x 28" x 24" NOT TO SCALE TRENCH BED 3" PVC, 45' SWEEP, 36" RADIUS MIN (BY OUST.) C, PROFILE VIEW CUST PULLING HANDHOLE (H -01) NOT TO SCALE THIS DRAWING IS THE PROPERTY OF THE CRY OF SEATTLE AND ITS SEATTLE CITY LIGHT DEPARTMENT. IT IS PRODUCED SOLELY FOR THE USE BY SEATTLE CRY LIGHT AND OTHER CITY DEPARTMENTS. THE USE, REPRODUCTION, AND TRANSFER OF THIS DRAWING AND/OR ANC INFORMATION CONTNIE) IN THE DRAWING REQUIRES THE WRITTEN PERMISSION OF SEATTLE CITY LIGHT. 4.5' (2) -3" PVC TO H -01 POLE #88 DETAIL (NO SCALE) RACEWAY TECHNOLOGY (RACETEC) PICOMA KRALOY EAGLE PACIFIC INDUSTRIES / PW PIPE ROYAL PIPE SYSTEMS CARLON CALL BEFORE YOU DIG TO LOCATE EXISTING UNDERGROUND UTILITIES TWO BUSINESS DAYS ADVANCE KING CO. ONE CALL. 1- 800- 424-5555 REFERENCES:. FIE COPY Permf No. V)1%, S pion «view approval is subject to ears and tans. of & , truction documents does not authorize IN 1 '~ �' arty adopted code orvrdinance. Ins L)prvv teed Copy and conditions is acknowledged: By Date: - 1._p-k111- City OflUkv a BUILDING D Construction Standards: U2 -10, U2- 11.40, U2 -13,1, U7 -10, U7 -10.1, U12 -1.3, U12 -1.4 Material Standards: 7015.05, 7050.05 ,IMPORTANT INFORMATION I UNDERGROUND POWER INSTALLATION SPECIFICATION The installer Is responsible for coordinating installation of other underground Aties. Specifications are vadd for 120 days from date given on this drawing. Installer must comply with all conditions on permf for installation in the public ryht- ofauay. Installer must comply with applicable Washington State Administrative Code regarding trenching and clearance from utilities. Do not eater energized SCL facility without SCL Safety Standby. The customer must supply and install matedaM as specified by SCL. Approval from SCL Inspector Ia required. Applicable SCL Construction Guideline and Material Guidelines are available upon request. . . • • SERVICE FROM (SCL FACILITY NO.) NOTION Nw 011k 325 RAO Tvl! POLE IMMO 1 TMN11 TI0 METER BASE AMMAR WMM a_ WOit 7500 AMPS SR #1103930 ENDORSEMENTS SIGNATURE DATE DRAWN: LO CHECK: Ill Seattle City Light Distribution Engineering PROJECT TYPE Customer Drawing SHEET 1 OF 1 PROJECTNAME 120/240 V, 200A, 1-PHASE, UG SVC APPROVED: M APPROVED FOR SEATTLE CITY LIGHT PROJECT ENGINEER L. OPPERMAN 615 -0657 SHEET CONTENTS QUARTERSECTION NUMBER(S) 325 NW SECTION / TOWNSHIP / RANGE PROJECT ADDRESS 13328 56TH AVE S TUKWILA RECEIVED CITY OF TUKWILA DEC 022011 PERMIT CENTER WORK / JOB ORDER NO. Customer Dwg. TU KW I LA DRAWING NO. REV. NO. 0 REVI$IONNO1 2 DI - IS'I POSTED SPEED (MPH) 35/45 IN TANGENT (FEET) 45/5SMPI1 500 RURAL .R • DS'4.LieAtArr RURAL RURAL ROADS • URBAN STREETS ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATEO OTHERWISE 25 MPH OR LESS i0Of * ALL ,SIGN $PACING MAY BE ADJUSTED TO ACCOMMODATE . AT,GRA. : DE:INTERSECTIONS :mts,pmvEwAy..s: . . . . NOTES Oan:::::0.1pten000.Etr use on roadwys whsn traffic votumes create siOrWent,::.401*.forirStor,syohtoos..-tp..yoso: 2 Steady Bumng Waming LIghs (Type C per MUTCD) shall be used to 01440.0.0000.1400:::p0.0.00,0t:tiot • a„. Adequate sight : distance shall blii:ptoVkled -:fot041***10:*00.!:00.000100::. 4, -E4617fr.0-01100611409'::Diii.4164.-tatier librOtt:Ehotilder.i'reettriitnOtlist- 5. ROtit mount &gns when In place for 3 days or langer. 6. Far speed llmIt 35 mph or higher re0age!.:.: #4#1, W1-4R 7: 'FOt:plitin0:.#1te::!tefoeIoi:mattuat'bri,:-:ytoitiETtop,:• Control . 6540.&! PCMS- for additional advance waming 1 SIGN LOcA ON CHANINEUZING DEVIC BARRICADE TYPE 3 FLASHING WARNING LIGHT 024:3-2A 253 RECEIVED CITY OF TUKWILA DEC 0 2 2011 PERMIT CENTER EXPE-71kW/WiT 9. 2009 U RE GOER E ROAD K410 R20.0 SHEET DA SHE *FA 4 APPROVED FOR PUBLICATION Pasco akotich. 111 10- 12 Wahkgt tOkTE 51001:-;:.00partrivitett TromporfOlitin ■ • • • • ■ ^ • • ....... • • ■ REVISION 110. P11-16.1 RUB. ROAD$ 45 . / t 5 MP_H ;. -RVRAL. ROADS R TER T RURAL ROADS, R 25 MPH RESIDENTIAL BUSINESS ISTRi ' #. 5 MPH OR LE S ' URSA NS; ORANGE UN LES ESI TED OTHERWI to POST PEE (MPH) TEDIEE (PH): IN TANGENT (F ALL SIGN SPACING MAY BE U' TED O ACCOMMODATE T-GRADE INT RSE TIO AND <DRIVEWAYS. 1114 RtoAt NOTES Till ;p1 r� i t sd r rise n roa st'i' le s r or vehles to yi id.: for a '�%RM ... ::.: rna: �ChaI nel in l evi night. Utittvti h is nce shall be pr V1d . Or Teri. 4. Extend Channel 11cg`D evice all be used toi:. driver to see opp &n In: per across shoulder - post: mount I when ir: plate for days ar longer. 6. For peed limit 35 mph or higher replaces 11 F For 1pns: Stze refer to Manual on Uniform Traffic... (MU► CD) and WSDOT Siign Fabrialitlan Manual Consider using a P MS. r additional a iwince' • . ...............Y ' h.:3.: f2 LEGEND;. SIGN LOCATION i .I .11410: ARIi.II PGHT: 11 :ENO ROAD ' WORK GO!.. b(lIS7 rot Vices FOR LOCAL AGENCY USE ONLY NOT FOR USE O ST ' E ROUTES `. WVITHOU LCO STANDiiit SH 1 APPROVED FOR PI L:I CATION : C° eitICONCit 111 tri!ertoesptisitioiNER. Washboxt ;'stets :t eparitern olloonsporIolloo . RECEIVED CITY OF TUKWILA DEC 02 2011 PERMIT CENTER o ALL FOUNDATION FLAT STRAPS TO BE ON THE INSIDE OF FOWDATION WALLS UN.O. o ALL DIMENSIONS ARE FRAMING TO FRAMING BASED ON ACTUAL MATERIAL THICKNESS o ALL FOOTINGS TO BEAR ON UNDISTURBEP SOIL o VERIFY ALL UTILITY STUSOUT LOCATIONS ON SITE PRIOR TO POURING CONCRETE 53' -0" 22' -b" 1' -0" 23' -b" HORIZGNTAL SIDING METAL .FLAS IINA 2X P.T. R ATTACHED TO JOB OATH (2) SOS u4 " x3 I/2 AT I6 "OC, II' -10 1/2" I0' -1 1/2" 10' -1 I/2" 12' -I01/2" REVISIONS I""o changes shall be made to the scope ' I'ori< without prior approval of Tul -viia Building Division. 1 � °Vi ^Ic +13 will require a new plan submittal �c may invlude additional plan review fees. 1 SEPARATE PERMIT REQUIRED FOR: elViechanical EfElectrical &Numbing Las Piping City of Tukwila Est bJ DI !VISION TYPICAL O 51/2" LPI ('18) FLOOR JOISTS lb" O.C. 3/4" TIG 05B SUSFLOOR GLUED AND NAILED TYPICAL OVER o RIM JOIST AND BLOCKING PER LPI MANUFACTURER SPECS. (2)6"A" POSTS POST BASE 'ABA66' ▪ 3' -0 3/4" 1" r f agUNIZEIMIKIIM 5/41X4' TK CEDAR DECK SURFACE OVER 2'X6' HF. n PECK JOISTS Ib" OL. HUNG TO LEDGER AT HOUSE WITH SIMPSON 'LU52b' OR EQUAL HANGERS. 4 "X8' P.T. BEAM HUNG TO POSTS. ALL STRUCTURAL MATERIAL TO BE PRESSURE TREATED. ALL CG1IIECTORS TO BE 'MAX'. Q RIM JOIST P.T. DECK JOISTS SIMPSOt4 T HANGER NERVAST ' MEI"I BETWEEN ANP WALL 510 =U LM 4"X6' P.T. (SILL WITH 5/8" ROUND BY 10" LONG ANCHOR BOLTS 4' -0" oL. AND WITHIN 12' OF SILL ENDS AND CORNERS WASHERS TO BE GALV. 3" X3'XU4' Lgpag% p FAIL 1 "0" r J 241 241 111111111 POINIIMII =III 1111E1111 MINNI111•1111 3/4" TIG OSB SUBFLOOR GLUED AND NAILED (TYPICAL) T. CONCRETE FOOTING ' P.T. PLATE ANCHOR BOLTS 4' -0° ON CENTER 41X4" POSTS 4' -0" ON CENTER -ince` CONT. CONCRETE FOOTNG YMTH 2h(4' P.T.I I.ATE,*I 1OR ease 4'9t' �.e 1 / / 2' -9 3/4" 3 A 21-S 3/4" MIMI IMMINIIIIIIN1I11111•111=1111I111•11I111111111I=11'!- -ICI 1111111I1•1j1111MINNIM■IO City Of'ItJkwila BUILDING DIVISION DECK WAtIPIG mss: 5/4")c4' TK CEDAR DECK SURFACE OVER 2'X8" HF.12 DECK JOISTS 12" OL. HUNG TO LEDGER AT 44015E WITH SINPSON 111528' OR EQUAL MANGERS. 4 "X10' P.T. BEAMS WITH 4 "X4" POSTS LAVER'Pc44' CAPS, 'ABA44' BASES. ALL 5TRJC11RAL MATERIAL TO BE PRESSURE 1REATED. ALL CO VECTORS TO BE 'IMAX'. , /.I/ /II/ ' 1 SEE DECK NOTES I /• I1FE 1 • !I i 1I • •,I • 'r l -- I �� i •� •� I !I ,�'R�s•� r I I !� I 1 I 1+ I I „ I/I%� 111111111 ! ° !T�IN►KINI�IIIIMI �� INIVIO i1i111115l2 2 I51I !1INI' VI „ NIE N115i1il115l12! „ 11261111112I111'/.1„ I11I � M 8' -b" c 8' -b" 8' -b" 8 b" T 8' -b" 81-6* f T A 1 "C ,D(CK POST DIMENSIONS a' -0" 28' -0 •!..=1_ a:a;=C.,=17:a_: : =_s::s ::c:: (I) 114 CCNTKJOU5 HORIZONTAL 04 vERTICAL DEBAR 16" 0L, A .TEII IATE DENO (2) •4 CONTNJOUS ZONTAL rale : ALL FOQTWIS TO FEAR • u4pl &nP 541E • ALL REIIIPORCING IQ PE LOCAL 5 SHEET FDN. / FLOOR FRAMING: PLAN 53' -0" TRACT 40, PLAT RECO' EXCEPT AN OF THE DU THE NORTH TRACT% A IN KING C. _ Ss _z. ECONO ADDITION EAST RIVERTON GARDEN TRACTS. ACCORDING TO ED IN VOLUME 12 OF PLATS. PAGE 79. IN KING COUNTY. WASHINGTON; PORTION THEREOF LYING BELOW THE LINE OF ORDINARY HIGH WATER NISH RIVER. 0 FEET OF TRACT 39. SECOND ADDITION EAST RIVERTON GARDEN DING TO PLAT RECORDED IN VOLUME 12. OF PLATS. PAGE 79. fy, • WASHINGTON. 71-:71.71. -',------111.._ OF N48152.48°E ON CENTERLINE OF aatm Aft. b.. rot mecumu OF 4.9.15.3 OF SURVEYS AT PAGE 38, RECORDS OF KING COUNTY. . , THE T THE F2 AN ELE WRITTE allo. SUBJEC 3) A TITL IF A 4) THE T CREWS NOT RE 5) THIS S COMPLE PROPER SCOPE MAYO 8E0 A IC SURVEY SHOWN HEREON WAS PERFORMED IN MAY OF 2011. D. BATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH moN:c THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR co. MO NOTES NAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVIENENCE $fON SHOULD RELY ON SPOT ELEVATIONS. PROPERTY TAX PARCEL. NO 6414104560. REPORT WAS NOT FURNISHED AND THEREFORE. EASEMENTS ARE NOT SHOWN ON THIS NAP. OF SLOPE SHOWN ON THIS SURVEY IS THE FIELD NTERPRETATION OF THE TOP OF SLOPE. THIS DOES SENT THE LIMITS OF A "40X" SLOPE AREA. VEY DOES NOT REPRESENT A FULL AND TOPOGRAPHIC SURVEY OF THE SUBJECT Y. TOPOGRAPHY SHOWN IS LIMITED IN DEFINED OY CLIENT. OS. 4000404,008611.000.6660.0 0•06 ••••0004000.64.0.0.06 00.004 0......411,66•11006006 ••••••••••• • • 11 • 11 • • • • • .0011411•0460 6 •••00.11,600 • 144,0114•1106 041.0....0.1•••••••••••• 400000400" 6.640&6006.0604.11110.0040.644s.s.6. 0116.0004...." 0,14110.10.06,04,"4080..6.06064110.0 ••••••••••■•••••••••••••••••••••••••••••••••••••••••••••••••••••••• "::=6"%%%%%%• .06.4.006.9.01,41.06$000.11.414.00.60.• • • 4.11.6.7:1:......%•••••.%%, 0 P. .04406 67:•••••••••••••••••••••••••••••••••%•••••:1301•••••••• .t 0.66111,111...0.00.1,10. 11606104,11,16 %70.::11 4S414,1"14a 04600411•6.1.400•4•6641. 1.0104,•40•00•60.61.0... 110,0“60.604."6.000.00.01.4.1101106. 0:4%%%%%%%%%%%%%%%%%%%%%%%%%70%%%%. ..486.00.0000000140.0.• • • • • • • • • • • • • • • • • • • • • • • • •••• 00 .....66.8004,4110110.8004 0660 4407.0" 600006••••••••••••••• 6060.00.• .101100.0004.0.0.6.". 1100244 0.1.7.6.7.0.61.7.0.0.7.0.0.7.4.11 OS. 11. 7.060011.470076066.4 :••••••••••••••••••• • • ..40A0000071,10.11061,0.11. 440 •::::::::::::::::::: 0.00.0.6.00.4.4.411 60046 GRAPHIC SCALE 1 ".■10 04154!lito • ••••• •••••••••••••••• • • 6 or • • • • • • • • •41 • • • • • • •••••••••••• •••••-•-•-• ••••••••••• ••••••••••• •••••••••• ••••• •••••••••••••••••••••::::. • ”444.6.e114•6 ••••••••••••••••• •••••••••••••••••••• •••••••••••••••••••••••• •■••••••••••••••••••••• ••••••••••••••••••••••• 0•• •••••••••••••••••••••• •••• 011160••••••••••••••••••• •••• ••••••••••••••••••••••• ••■• ••••••••••••••••••••••• ••••• •••••••••••••••••••••• •••• ••••••••••••••••••••••• •••• ••••••••••••••••••••••• ••••• ••■•••••••••••••••••••• ••••• •••••••••••••••••••••• 4.14" •••••••••••••••••••••• ••••• •••••••••••••••••••••• ••••1 ..* • • . ......... .*.' • ..........••• 11,60011,07.4,4 111V • FOUND MONUNErAS NOT is SET REM 8 ce AS NOEO • FOUND kW COAP AS OTi )( FOUND NAIL AUNOTED • f(UUNU RAIL mcw, OPIKC 4 'UTILITY POLE: • ID CATCH BASIN SANITARY SEWER MANHOLE FINISHED FLOOR ELEVATION X rPOT ELEVATZ00: ao SEWER POST ao WATER METER FIR HYDRANT ao OAS NETER O 4 WATER VALVE. 3* LIGHT STANDARD 4) fELEPHONE MANHOLE CONC SURFACE hill STAIRS CM DECK r777773 GRAVEI SURFACE D.W.APRON DRIVEWAY ACCESS CONC CONCRETE R-O-W RIGHT-OF-WAY ) RECORD AS NOTED ROS RECORD OF SURVEt BOOK / PAGE BURIED WATER LINE SWIMS LINE CENTERLINE OF ROAD OVERHEAD MIRES SLOPE AS NOTED EAVES BURIED GAS LINE -0 0 W000 FENCE (DDECIDUOUS TREE (NOT SHOWN TO SCALE) TRUNK DIA SHOWN IN INCHES. •••••• OP •••••••• • • 1.01166•••••• •11••••■•••••• • ..... • • . • • • ...•. . • ... • . • • • • • .. • • . •••••••••••••••••• 60006.06•41704 .710.06.00.4.00"40 0.0046".60.60.600" NTATION FOR THIS SURVEY WAS A LEICA ELECTRONIC DISTANCE UNIT. PROCEDURES USED IN THIS SURVEY WERE DIRECT AND ANGLES. NO CORRECTION NECESSARY. MEETS KING COUNTY AND ANDAROS SET BY MAC 332-130-090. 0▪ 00•••• •••• ••••••• •••••••••• •••••■••• • 11.114•••••41141 ••••••••••• ••••••••• ••••••• 4W5 41b4,1 4:4°11,. A:90'4:04, o'r T9,4/14 4cti At;14 0" t 4:4% ;41. 4'0.10+ AS1'4 P 4 .60A 4. A' •c- r41 PAkt,t4.0. :9047•714./04,' kg" ko* • • ••••••••• •••••••••• ••••••••• •••••••••• i:OVW.0= OVUOV=:,W0740 • • • •• • •7 •••,• • • • • • •• • •• • • • • •• "%7.7.7.7.:1.%77707“6“77" .......... :::::::::::::::::::: 6076%.: 0 414.66 004. 60. • $0.066. 0.04 4 • • • • • • • • • •-• • • 4 • • •0,4.04. 00 .'.''.:.:.......:.:.:..... • ,....'.'.'.'.*.'. , . ............................ ............ .............. , ........ ....... "':::::!:::::::•%•::::::::%%%%%%%. a" • •••••••••• • ••• • • • • • • •••••••• ••• • "1 "0 "::•"6:6F4%%% 666••••••••••0 ■•••••••• 6.6.. 0:::OV:41“. ". •• 00.000110e. ••••::::::::::::"." • 7.0.7.6.4.4.6.7.4.%•••••••7::::::: .4••••••••• $00•44t0.060".4:6%%%% •6064400040 6.0•66.86.04•0100000160 6 • • 1.0.0.0.0.7.7.•••••••::::• ::::: • 017 • • • • • • • • • • • • • • 9 • "606 • • ••• • • • • I • • • • • • • 6 • ••••••••:::: • • • • 0016.06.11111,00.066,1671.6.01141.606 6.. 0. 4,110.P440,111.0. • • • • 6,4060,00•01.40. 604 .74 .1,60•••■••we 04 ;:::::::::::::::::::::: •••••••••••• ••••••• :::::7•••••••••%••••••••••••••••••••••••••••••••••••••••••••• . ... . . ... . 0,14044 •••••••04000•0041 .44407.14W. • it "0"01.0 ...■••601101106110•60061••••••••• 600•061,.64.1. 4.61p0fie ...%.....1•::::: ::::::::::::::::::::: 4 • 41::::::::::: ...."16,4 elis..0110.0.04111007.,00 01•••••••••••••••11100.60..00604. ........• *46004110411...77.8.0• 1,660.110400.1,0•11•4110.7....110. ....."1“ ••00.•••••••••06"...60 440406•04•46.04.60416000.000600 .......... 86•006.40.1,44000400004 11040060444sol...0000071,0164 "....... ••••••••••1160.06•••••• $.400•••••••••••••••••••••••• ......... 44••••••••■••••••••••• .04••••■•••••••••••••••••••••• ".".".".W= “."*"“ 6410•040160"64.40000“0407.• .660“.0•006.6ew“."604.000" 600"741,0“000•••••••00“.“ ,•“."744. "6.-0040i0s4•40."•64e"4"1" 117“.“."B"."”fo$0.40.0.004 16===0.046110“6"0".604"4“.“•“ •"000,666.000•060.".",".“ "11,001,11.000“01141.04047"6“ 1“.".“▪ 4“ 000.0."0“0“""07110•01." ,4••400400 6•066.“440.440.7"0".““. ▪ ••••1106"008“460.0•0.““4“. goe0"a000"6“0"6•64"60•0 6sowk,000"4.1.004444"4"." • •••••••••••••••••••••••••••• 141%.""0=1%V::::::=6% / Al."."== •••••••■• .•6•0“00.0 •••••••• •••••••••••• REVJSIONS changes shall be ri-fe to the scope of work without prior approval of Tukwila Building Division. , : Revisions will require a new plan submIttri may include additional plan review f3es. 10040 04.04, c4 '40 .0 '144/. 0' +41,041:5)4, :1,1 4400'.\ 644,e '.p 14 ec4441,,A" eA: 04 0,. c- 004.0 4ek):94'41-Lk, 4°1124110.&zo Jiro? "V . P 4t, CO LTR CEIVED AUG SO Z011 TUKWILA PUBLIC WORKS RECEIVED AUG 25 2011 PERMIT CENTER THE SCOPE OF THIS SURVEY AS DEFINED BY CLIENT DID NOT INCLUDE LOCATION OF THE NORTHWESTERLY EDGE OF THE DUWANISH WATERWAY WHICH DETERMINES THE SOUTHEASTERLY MARGIN OF THE SUBJECT PROPERTY. RECTION • Ac>. ek.00,4AP, 4tA51* 4,,p•rkte0,,i 157 a Hanger Detail AFCON 511 HANGER AFCON 514 HANGER .51.10° i 4. CUP `;111. inVr! CUP , Ch)C1NG CC I k AWU! TMENT 1.35F G040 Sprinkler Detail 2 va" J6's. ?m y] MA. HGL(�iN CECNC: i "v1/2" RELVC4 1/4" 151.50147 MAX. FRC& OF 511704 m FACE OF CEILIWC HMT. 5 Si fir f):A. , j 4.lmmJ F1 3E5 30,_49_,_5k1 84c 76 CCP PEND. Listed Restraint 314" thru 2" AFCON 515 HANGER Insulation Tenting Standards Vicinity Map Max. S rtlrti ler Spacing Among Slope ('{III) Width x (L) Length ft (art} Max. Sic..; ofaha 33.7° P" Mme» Sio + f "Az (18.4°} Pitch Min. Flow Per Spri tkier Head Pressures Psi (bar) Mint, Flow Per Sprinkler Head Pressure psi (bar) 12 x 12 (3,6 x 3,6) 14 (53) 8.2 (0,57) 13 (49) 7.t) (0,48) 14 x 14 (4,3 x 4,3) 14 (53) 8.2 (057) 13 (49) 7.0 (0,48) 16 x 16 (4,9 x 4,9) 14 (53) 8.2 (0,67) 14 (53) 82 (0,56) 18 x 18 (5,5 x 5.,5) 2307) 22 (1,52) 20 (75,7) 17 (1,17) 20x20(61 x6,1 ) 87 ,' I 21 (75,7) 17(1,17) .,-- ...__...__...__23 5.6.3 Sprinklers shall not be required in clothes closets, linen closet, and pantries that meet all of the following conditions: 1. The area of the space does not exceed 24 sq.ft 2. The (east dimension does not exceed 3 ft. 3. The walls and ceilings are surfaced with noncombustible or limited- combustible materials as defined in NFPA 220, Standard on Types of Building Construction. 8.6.4 Sprinklers shall not be required in garages, open attached porches, carports, and similar structures. 5.6.5 Sprinklers shall not be required in attics, crawl spaces, and other concealed spaces that are not used or intended for living purposes or storage. 8.6.6 Sprinklers shall not be required in covered unheated projections of the building at entrances /exits as long as there Is another means of egress from the dwelling unit. 1" CPVC TO SYSTEM NODE TAG I r .? �f 1" RELIABLE RISER MANIFOLD WITH TEST & DRAIN PRESSURE GAUGE I--..- FLOW SWITCH I (: 1" DRAIN TO EXTERIOR 1" AMES MODEL 2000E DOUBLE CHECK BACKFLOW ASSEMBLY ... ; 1" BRASS TEE WITH PLUG FOR UNDERGROUND FLUSHING 1" UNDERGROUND SUPPLY (DONE BY OTHERS) INSERTION POINT FOR DOMESTIC FLOW Riser Detail Scale : NTS 1" SPRINKLER RISER LOCATION SEE DETAIL 6" ALARM BELL 120 VAC (WIRED BY OTHERS) Domestic Water Line Done By Others 3A" Water Meter ( -13.0 PSI) Fire Sprinkler Water Line 1" x 30' -0" Done By Others 1 66 Double Check Backflow Installed By Others ( -5.0 PSI) 1 1 1 1 Existing City Main Site Plan � Scale : NTS 1101470 we., ,00,0runictiorma0 14 All material used on this project shall be UL Listed and /or FM Approved. All material shall be installed in accordance with NFPA, State, local codes & manufactures specifications. For a description of all material used on this project, see the Product Descriptive Data submitted seperately. 2. All portions of the sprinkler system shall be able to drain in accordance with NFPA. 3. All hanger assemblies shall be installed in accordance with NFPA & Manufactures specifications. All hanger assemblies shall be spaced in accordance with NFPA & manufactures specifications. Seismic bracing shall be provided in accordance with .NFPA, State and local codes. 4. All electrical wiring & connections shall be performed by others in it's entirety. 5. All painting of sprinkler system piping & components shall be by others in it's entirety. 6. All sprinkler piping sizes shall be derived from Hydraulic Calculations. Hydraulic Calculations shall be performed in accordance with NFPA and as modified by state & local codes. For specific design criteria, see notes under Design Criteria. 7. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 8. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 9. The owner is responsible for all monitoring of the sprinkler system in accordance with state & local codes. 10. Upon successful completion of this project, all piping_ and com onents shall be Hydrostatically tested to 200 PSI for 2 hours, in accordance with NFPA. WSFP shall pre -test the system prior to City of Tukwila Fire department inspection. 11. Upon successful completion of this project a hydraulic placard shall be osted on the riser. 12. Upon successful completion of this project all control valves shall be left in the open position. 13. Upon successful completion of this project a stock of spare sprinklers shall be provided per NFPA. 14. All sprinkler piping and fittings shall be CPVC piping and fittings unless otherwise noted. All piping and fittings shall be installed in accordance with NFPA & manufactures specifications. 15. All underground piing shall be installed and tested by others. 16. Sprinklers are not to be centered in the ceiling tile or among the ceiling fixtures. Sprinklers may be shown centered within the ceilin tile or among the ceiling fixtures, but WSFP will position sprinklers into the ceiling or among the ceiling fixtures at thelocation the pipe is roughed into. General Notes Residential Areas: The residential areas shall be protected by a plastic pipe wet sprinkler system, designed in accordance with NFPA 13D. Viking model VK456 residential concealed pendant s rinklers shall be used unless otherwise noted. Residential sprinklers shall be spaced a maximum of 16, '' -0" on center and a maximum of 8' -0" off of walls and shall have a maximum covers a of 256 SQFT in accordance with the manufactures listing and NFPA 13D. Hydraulic Calculations shale based on the Residential Method. The minimum sprinkler flows (desiged to a Design Density of .05) shall be used for the hydraulic calculations. Central Station Monitoring: Central Station Monitoring of the water flow indicators, tamper switches & supervisory switches (if required) shall be provided by others (the Fire Alarm Contractor). EAST ELEVATION 114" = 1'-0" 1.,0., WEST ELEVATION 114" .1'•0" Section View Scale : 1/8" = 1'_0'► Hydraulic Information OCCUPANCY CLASSIFICATION Light Hazard REVIEWED FOR CODE COMPLIANCE -. APPROVED SEP 12 2011 City of Tukwila BUILDING DIVISION DENSITY 0.05Dgpmfft2 for 256.00ft2 (Actual 286.44ft2) TOTAL HOSE STREAMS 100.00 TOTAL HEADS FLOWING 2 K- FACTOR 4.9 TOTAL WATER REQUIRED 128.32 TOTAL PRESSURE REQUIRED 51.139 BASE of RISER - GPM 128.32 BASE of RISER - PSI 51.139 SAFETY MARGIN - PSI +51.592 (50.2 %) 6" ALARM Es ":LL 120 VAC (WIRED B',` OTHERS) 1" RISER LOCATION SEE RISER DE TAIL 1" DOUBLE CHECK BACKFLOW LOCATED AT THE STREET BEHIND THE METER PER TUKWILA H2O REQUIREMENTS 6'0`RO&61435 1140/3n0.ERCQMEO BEDROOM #2 CARPET U ILItY wwa INYL l . ENTRY\ 1 HARWiOOb 01001E0c. 0.46 IWA,iR' X SITTING ROOM HARDWOOD sun. 3' -5 �HALL At4TRY ii 0' -8 irr KITCHEN HARDWOOV !rtrEnrxe, G D MASTER BEDRM. #1 CARPET n000RBV. rd. OS ' f 2 .00 EXTERIOR DECK CEDAR RECK SURFACE EIXEOCOECM RECEIVED plain Floor Scale : 1/8" = 1' -011 sip oe Xoii TUKWILA r). PUBLIC WORKS 1 • k.) Lk) \Y\ 1. `ta C 1 w J w w a L 1 rn o; 8 • LL z Ci REVISIONS t�l btu a 0 O v) AUGUST 2011 a co uj 00 /`M�y' z X11► tair 0 co i• 0 SHEET NAME T/TLE: FIRE SPRINKLER PLAN SHEET NO: FP4 Thornton Residence 13328 56`" Ave South, Tukwila NEC 250.50. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of 1/2" or large r. inforcement bar or #4 copper wire, lac .7ed near the bottom of the building footing. (NOTE: 20 foot 'rebar shall be one continuous piece tied along side any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) Lot lines shall be established on site and made visible to verify distance of building set backs the from lot lines, at time of footing /foundation inspection, prior to pouring concrete. A survey may be required to verify lot lines Pere: L corms' FGOOg 11hl5 crtoN Opot pcKmrsoT OF Lo F e off= •* . ► pRIOR TO , A rcTHme S ERTPcosL -A ONE 61S8$fl row NTATWO, © ©45rAt•ep Si A sweep witom ©F e wv1411oN opT E • 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 Ian oundation & Floor Framing Plan Roof Framing Plan Building Elevations Building Elevations & Typ Wall Section Building Cross Section & Shear Wall Sch. SEPARATE PERMIT REQUIRED FOR: d MethanIcal lectrical 0 Plumbing 0 Gas Piping City of Tukwila BUILDING DIVISION FILE COPY Permit No. II"- I , Phrt review approval is subject to errors and omissions. of construction documents does not authorize vilation of any adopted code or ordinance. Receipt of Lpproved ieid Copy and conditions tions is acknowledged: By, c IVA4 Dom: Q l t _i t City Of 1Ukwiia BUILDING DIVISION PLANNING APPROVED • No changes can be made. to th plans without approval from the Planning DM: � of DCD Approved By:; Date:, ' 1 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. Building Square Footage: 1602 SF Sheet 1 Sheet 2 Sheet 3 Sheet 4 Sheet 5 Sheet 6 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 12 2011 City f Tukwila BUILDING DIVISION RECEIVED CITY TUKW1LA .JIOF JL 15 2011 PERMIT CENTER All Construction to comply with 2009 I.B.C, 2009 l .R.C, 2009 W.S.E.C, and local building ima codes .310N NOS: G _ ? E5 CENTERLINE C. c=NSION D _ ')TE5 EDGE DIMEN510N 5•1 ' .70L. INDICATE5.5IDE REVISION DATE REVS. 3 -23 -11 GPM REVS. 5 -2 -11 GPM COPYRIGHT PROJECT 1 ORNtON SHEET C:'"VER SHEET DRAUdW'• BY GF M P\\--ISt 541- 5. DATE 4 -20 -11 SHT. NO. COVER LTR #J� 53' -0" 22' -6" l' -0" 6' -3 3/4" 5' -10 1 /4" 5' -3 1/2" 2' -9 3/4" 2' -2 3/4" NW' . 2' -5 1 /2" 2' -2" 1' -3" 23' -6" 4' -6 1/2" 5' -6" 2' -2 1/2" 5' -911 / STEP - 0 v DNSP �1 E MULLED — 30" BAR HT.. (2) 3'- 0 "X5' -0" S.N. WD i TEMPERED m 21" BAR HT. 2'- 6 "X3' -6" S.H. (2) 6 "X6" POSTS TO BE WRAPPED ia W -9 1-11 I MULLED 30" BAR HT. DN5P'2(2) 3'-0 "X5' -0" S.N. vERIFY O155C. ▪ TEMPERED 5" BAR HT. 2'- 6 "X2' -6" S.H. TRANSOM ABV. OR VOID RN DNSP 73 spy% s�yaf BEDROOM1 111-8 1/2" X 10' -3 1/2" CARPET Ip -6 ON DEMAND W/H GAS UNCLE HOUSE FAN ON PN TtER V.TAS� BATH '1 vl\L E• GAG N.I.C. L r V.TDA UTILITY WASHE FLAT CEIL:1 N.I C. VINYL ` I GAS AIR HANpLER U/DAMFER CIRCLES DENOTE BEAM POCKETS SITTINCs ROOM 11' -0" X 1I' -l" vAULTED CEILING HARDWOOD 2 "X6" WALL N HEAT 1 PUMP ROD AND SHELF SDJC.O. SDJCA. 151 -PASS DOOR CONCRETE PAD 36 "X36" VERIFY LOCATION SDJCA. BEDROOM +3 \ 6DIC.0.I4 11' -s 1/2" x 9' -1" ) CARPET <iyi TOP IR COMMON WALL TO BE A SOUND WALL GAT ROOM X 21' -2 1/2" VAULTED CEILING HARDWOOD REFRIG. PLUMB. FOR / ICE II AKER.. `' /' KITCHEN 9' -0" X IT-1" VAULTED CEILING (e,1 HARDWOOD , GAS \ _ RANGE HOOD ABv. s> SCISSOR TRUSSES ABOVE 1 INACTIVE FRENCH DOORS DNSP *4 L- ze GAS FIREPLACE DIRECT VENT vERIFY 'SPECS.' INACTIVE FRENCH DOORS _ I DNSP Lj - EDGE OF DECK 1 DESK FRENCH DOORS dib REVIEWED FOR CODE COMPLIANCE APPROVED 6' -2" L__ STRUCTURE ROOFLINE 6'- 0 "X6' -0" B.V. 18" BAR HEIGHT TEMPERED INACTIVE TRANSOM AEA!. DOOR 6'- 0 "X6' -0" B.v. 18" BAR HEIGHT TEMPERED MN CEDAR DECK SURFACE SEP 12 2011 City of Tukwila BUILDING DIVISION EDGE OF DECK 5' -10" l' -6" 6' -6" 6' -6" 1' -6" T-2" 12' -0" 28' -0" 13' -0" 531-0" PL-001;2 LIVING AREA r, 1602.0 5Q. FT. 1/ " 11 -011 L..P.LAN. o ALL CONSTRUCTION TO COMPLY WITH 2009 [ B.C., 2009 LRC., 2009 W.5.E.C. AND ALL LOGAL CODES O 2 "X6 EXTERIOR FRAME WALLS TYPICAL UNDER UNLESS OTHERWISE NOTED O 9 I/2" LPI FLOOR JOISTS 16" O.C. WITH 3/4" T4G 0.55 SUBFLOOR GLUED AND NAILED o ALL WINDOW UNITS TO 15E MILGARD VINYL. o VERIFY ALL GUTTER AND DOWNSPOUT LOCATIONS ON SITE AT TIME OF CONSTRUCTION O VERIFY LOCATIONS OF ALL FROST FREE HOSE 8I6155., EXT. W.P. PLUGS, PHONE JACKS AND T.v. JACKS. DIMENSION NOTES: (p DENOTES CENTERLINE !DIMENSION DENOTES EDGE DIMENSION SYMBOL INDICATES SIDE 6 halkiR p 1,164 1 sg 01 411 lg 4v4i.gi- IR 31 Rk 1 14 ii ill Ill 2 ilg it ig h '0- § 1411 1 115111 E,R stig eg i a 3 0 Ma lid 1 If" 115s gigK P. lh 4g 1 90 -III WM 2)- P14111 4i lil 1 Ih I!: 1 v 0 0 W .SE.C. INFORMAT„ o CONDITIONED AREAVt 16022 5Q FT. o GLAZING AREA = 291.15 50. FT. o 'RA = b qo O HEAT GLASS TYPE TIO = FORCE AIR FURNACE o FLOOR INSULATION = R -30 MIN. O WALL INSULATION = R -2I MIN. O CEILING (FLAT) = GITY'TUaIMLA JUL 15 2011. PERMIT CENTER REVISION DATE REy5.3 -23 -11 GPM REV5.5 -2 -11 GPM REPS. 1 -14 -11 GPM COPYRIGHT PROJECT n-IORNTON SHEET FLOOR PLAN DRAWN BY DATE GPM 4 -20 -11 AUBURN SARA S. SHT. NO. CIDEAMILIM O ALL FOUNDATION FLAT STRAPS TO BE ON THE INSIDE OF FOUNDATION WALLS UN.O. O ALL DIMENSIONS ARE FRAMING TO FRAMING BASED ON ACTUAL MATERIAL THICKNESS O ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL O VERIFY ALL UTILITY STUBOUT LOCATIONS ON SITE PRIOR TO POURING CONCRETE 53' -0 22' -6" lr -0r 23' -6 11' -10 1/2" 10' -1 1/2" r�a�t�+� ways O 9 1/2" LPI (118) FLOOR JOISTS 16" O.C. 3/4" T4G 0.5$ SUBFLOOR GLUED AND NAILED TYPICAL OVER O RIM JOIST AND BLOCKING PER LP' MANUFACTURER SPECS. (21) SCREENED FOUNDATION VENTS SHOWN BASED ON 14 5Q. IN. PER VENT 6" FOUNDATION WALLS 12 "X6" FOOTINGS (TYR) 3' -0 3/4" r r J sf\ �Z0 - 1 (2) 6 "X6" POSTS 'r r POST BASE 'ABA66' 24 2 "X6" LEDGER 10' -1 1/2" I2' -10 1/2" ' (2) PLACES HUC48 � 4 "XS 14.F.«2 14.F.«2 r -- 20 .�1 BEAM ; � r ' r 1 r 1 r it L - T1- L--.1 SEE PORCH NOTES ABOVE ADJUST FLOOR JOISTS AS REQUIRED TO ALLOW OR PLUMBING FIXTURES r 1 -- L L 1L 9 1/211 LPL Mb) FLOOR JOISTS 16" O.C. 3/4" T4G 0.5.6 SUBFLOOR GLUED AND NAILED (TYPICAL) i I♦ I2 "X6" CONT. CONCRETE FOOTING WITH 2 "X4" P.T. PLATE, ANCHOR BOLTS 4' -0" ON CENTER. 4"X4" POSTS 4' -0" ON CENTER 4'X8" DF."2 BEAMS, BLOCK NG OVER TYPICAL r J 5/4 "X4" T.K. CEDAR DECK SURFACE OVER 2 "X6" HF. '2 DECK JOISTS 16" O.C. HUNG TO LEDGER AT HOUSE WITH SIMPSON 'LUS26' OR EQUAL HANGERS. 4 "X8" P.T. BEAM HUNG TO POSTS. ALL STRUCTURAL MATERIAL TO BE PRESSURE TREATED. ALL CONNECTORS TO BE 711AX'. I" I DSILL NOTE: 2 "X6" P.T. MUDSILL WITH 5/8" ROUND BY 10" LONG ANCHOR BOLTS 4' -0" O.C. AND WITHIN 12" OF SILL ENDS AND COMERS WASHERS TO BE GALV. 3 "X3 "XI /4 241 X 4 RIM JOIST 1 HORIZONTAL SIDING METAL FLASHING 2X P.T. LEDGER ATTACHED TO RIM JOIST WITH (2) 5D5 1/4"X3 1/2 WOOD SCREWS AT 16" O.C. 4.T. DECK JOISTS SIMPSON JOIST HANGER 'NERVASTRAL' MEMBRANE BETWEEN LEDGER AND WALL SHEATHING LEDGER DETAIL` 3/4" I' -0" 1 I I • L EXTERIOR METAL CRAWL ACCESS W /LOCKING LID 30 "X24" BUCKOUT VERIFY LOCATION R -30 FIBERGLASS BATT INSUL. TYPICAL BETWEEN FLOOR JOISTS II II II II II 6 MIL BLACK POLYETHYLENE MOISTURE BARRIER ON GROUND L mr. oeac saari rates: 5/4 "X4" TK CEDAR DECK SURFACE OVER 2 "X8" F. "2 DECK JOISTS 16" O.C. HUNG TO LEDGER AT HOUSE WITH SIMPSON 'LUS28' OR EQUAL HANGERS. 4 "XI0" P.T. BEAMS WITH 4 "X4" POSTS UNDER 'PC44' CAPS, 'ABA44' BASES. ALL STRUCTURAL MATERIAL TO BE PRESSURE TREATED. ALL CONNECTORS TO BE 'ZMAX'. / I 2 "X8" LEDGER/ / / / / / ,/' ,/ / / ( / /' ,/44 "XI0" HEN BEAMS, 5'-01 - 5' -0 1-011 7 it ,/ I /' / i " ,/, /',/ / / / / / SEE DECK NOTES " / ' / /' / /�- // / /i /// I / I /_! 1, A 4 "XI0" HEN BEAMS , I' A "I II •110111 MEMBE " IIIMIUMINI i I2 "X6" CONT. CONCRETE FOOTING WITH 2 "X4" P.T. PLATE, ANCHOR BOLTS 4' -0" ON CENTER 4 "X4" POSTS 4' -0" ON CENTER REVIEWED FOR CODE COMPLIANCE APPROVED SEP 12 2011 City of Tukwila BUILDING DIVISION r -- J ,- -r -- r L - -. -' �- `--- it'__- it I LI-- _- _J-` I I --J' - - -- 4'X8" D BEAMS, BLOCKING r - -- OVER - -- m _, I__ III r I I 4 / ' / 1221)(8" LEDGER ; /�/ / ,/ // / / //' / /.,/' / '/ /‘ /' / / /' /' 4 "X 0" H.F. '2 BEAMS / 1, / / /i ' i '1 / /11- 0/ DE1LK POST DIMENSIONS 8' -6" 8' -6" �irjl II�JIi/J1I�'•iJfl��is4 � =::ate:= ===== ;::: =1: =4:2:1 = = ::::a:111= '�112112111111111111111111112 irdrargair 12' -0" 8' -6" 8' -6" $r -6" 28' -0" 13' -0" 1 53' -0" PON/PI-FR PRAM IF— DENOTES TIEDOII,N (DIMENSIONED TO TIEDOWN CENTERLINE) 1/4" = 1' -0" 0 FOOTING LEGEND RECEIVED CITY OF TUKWILA JUL 1 5 2011 PI POIIT!'Cwrrjp 201 FTG. W /(3) .4 BAR E.W. 20"X20"X12" DEEP 24 "X24 "X12" DEEP FTG. W /(4)'4 BAR E.W. 6" (1) "4 CONTINUOUS HORIZONTAL REBAR *4 VERTICAL REBAR 16" 0:0., ALTERNATE BENDS (2) .4 CONTINUOUS HORIZONTAL REBAR NOTE: ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL NOTE_ ALL REINFORCING TO BE / 1 -0 / PER LOCAL CODES DIMENSION NOTE$: DENOTES CENTERLINE DIMENSION DENOTES EDGE DIMENSION SYMBOL INDICATES SIDE 6 g p 5R II 15 g; 1 1.11 111 gh ;I It a a th l'; ,11 lb gw itRg Itbd 111 1 s 9mg FOUNDATION DETAIL STD 6" MN WALL BUILDING COMPONENTS (253) 833 -6666 AUBURN, UJAS - IINGTON REVISION DATE REVS. 3 -23 -11 GPM REVS. 5 -2 -11 GPM REVS. 1 -14 -11 GPM COPYRIGHT PROJECT THORNTON SHEET FEN. / FLOOR FRAMING PLAN, DRAWN BY DATE 4 -20 -11 AUBURN SARA S. SNT. NO. 2 12' -0" 53' -0" 28' -0" 13' -0" 10' -6" 1' -0" 10' -6" 2' -0" 2' -0" 2' -0" ROOF TRUSSES TO BE UJRAPPED / AND EXPOSED Auk STD. HEADER , % /, / /' STD. HEADER /' /, / , / , / / • 5TD. HEADER TYP. TRUSS LAYOUT FASCIA BOARD DASHED TRUSSES DENOTES ROOF OVER FRAMING AT THIS AREA CONTINUOUS RIDGE vENTIN CONTINUOUS RIDGE VENTING GENERAL ROOF NOTES O SCISSOR TRUSSES 24" O.C. 8 IN 12 EXTERIOR PITCH 5 IN 12 IN TERIOR PITCH o ROOF TRUSSES 24" O.C. COMPOSITION ROOFING 15" BUILDING PAPER 1/16" 0.5.8 SHEATHING 6 IN 12 ROOF PITCH o PROVIDE SIMPSON '1-1-1' OR EQUAL HURRICANE CLIPS AT EACH END OF EACH TRUSS O 2 "X6" EXTERIOR FRAME WALL TYPICAL UNDER UNLESS OTHERWISE NOTED o ALL BARGE AND FASCIA MATERIAL TO BE 5/4 X 6 WHITEWOOD UNLESS OTHERWISE NOTED 0 DIMENSION NOTES: DENOTES CENTERLINE DIMENSION 1I DENOTES EDGE DIMENSION SYMBOL INDICATES SIDE O VERIFY ALL GUTTER AND DOWNSPOUT LOCATIONS ON SITE AT TIME OF CONSTRUCTION o STANDARD HEADER (STD OR) TO BE 31/2" X 9" GLB Fb =2400 W/ 2 "X6" FILLER f1? UNDER INSULATE VOID o VENT BLOCKS BETWEEN TRUSSES REFER TO REQUIRED VENTILATION NOTE COPYRIGHT NOTICE i191 41o;r4t.H 4: !IR5 2 t 1 R/ Wdg 11 egi!21, 741 IPM3gith l 3b :121 2a I! v SOLID BEARING UNDER GIRDER ENDS STD. I -EADER 1=111=11121111111111111=1 ,/ / /' /' /" i / / / / % ,/ ,/ SCISSOR TRUSSES 24" O.C. / ' - 8 IN 12 EXtERIOR PITCH/ •/ ,/ / /' 5 IN 12 It TERIOR PITCH / / ,/ / •/ /' ,/ ,/ ,/ / / / /' /' ,/ ,/ 4 z FASCIA BOARD FASCIA BOARD 0 GABLE END TRUSS BARGE BOARD SEP 12 2011 I' -6" ROOF O.H. AT 8 IN 12 PITCH 12' -0" 28' -0" I3' -0" ROOP Pf•4•1 P N 1/4" = 1' -O" RECEIVED CITY OF TUKWILA JUL 1 5 2011 PERMIT CENTER I' -0" TYP. GABLE O.H. 0 REM, ROOF VENTILATION NOTE: ONE HALF TOTAL REM VENT AREA TO BE PROVIDED IN UPPER 1/2 OF ROOF AREA BY CONTINUOUS RIDGE VENTING. ONE HALF TOTAL REQ'D VENT AREA TO BE PROVIDED IN LOWER HALF OF ROOF AREA BY VENT BLOCKS TYPICAL BETWEEN Tt.155E5. TOTAL REQ'D VENT AREA 5.43 5Q. FT. (18I.92 SQ. IN.) ROOF LOADING NOTE: ALL ROOF TRUSSES ` +O BE DESIGNED FOR 25" / SQFT. SNOW LOADING AND STANDARD COMPOSITION ROOFING REVISION DATE REvs. 3 -23 -11 GPM REvS. 5 -2 -11 GPM REPS. 1 -14 -11 GPM COFTIRIGHT PROJECT THORNTON SHEET ROOF FRAMING PLAN DRAWN BY GPM DATE 4 -20 -11 AUBURN SARA S. SNT. NO. 3 TRIANGULAR GABLE VENTS DECORATIvE (NON FUNCTIONING) CONTINUOUS RIDGE VENTING TYPICAL 1' -0" TYPICAL 11 GABLE O.N. EAST E EVATION 1/4" = 1' -0" WEST BLIEvATION1 1/4 " =1' -0 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 1 2 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA ,JUL 1 5 2011 PERMIT CENTER DIMENSION NOTE;: DENOTES CENTERLINE DIMENSION DENOTES EDGE DIMENSION SYMBOL INDICATES SIDE gg 21,1 as t NIllb 11 id t b 1§1g1:1 _ 4 § 3 Iid$d ; §§ vitii� REVISION DATE REVS. 3-23-11 GPM REVS. 5 -2 -11 GPM REVS. 1 -14 -11 GPM COPYRIGHT PROJECT THORNTo! 1 SHEET BUILDING ELEVATIONS FRONT AND REAR DRAUUIN BY CxPM DATE 4 -20 -11 AUBURN SARA S. SHT. NO. 4 CONTINUOUS METAL GUTTERS 5/4 "X6" FASCIA AND BARGE 1/41 = 1' -0" Li/ COMPOSITION ROOFING 15* BUILDING PAPER 1/16 O.5.. SHEATHING ROOF TRUSSES 24" O.C. R -45 ATTIC INSULATION OR R -38 (ADvANCED) INSULATION BAFFLES N -I CLIPS TYPICAL EACH END OF EVERY TRUSS VENT BLOCKS TYPICAL BETWEEN TRUSSES 12 TOP PLATE L 5/8" SHEETROCK CEILING (2) 2 "X6" TOP PLATE 2' -0" STANDARD HEADER TO 5E: 3 I/2 "X9" G.LB (Fb :2400) WITH 2 "X6" PLATE UNDER VOID TO BE INSULATED WINDOW UNIT (MILGARD) ROOF DOWNSPOUTS REFER TO FLOOR PLAN FOR LOCATIONS 1/16" 0.5.8. SHEATHING JUMBOTEX BIdg. PAPER HORIZONTAL LAP SIDING (VERIFY TYPE) 2 "X6" PRESSURE TREATED MUDSILL WITH 5/8" ROUND BY 10" LONG ANCHOR BOLTS 4' -0" ON CENTER WITHIN 12" OF SILL ENDS AND CORNERS. 3 "X3 "XI /4" WASHERS (GALVANIZED) SPLASH BLOCKS AT EACH DOWNSPOUT FINISHED GRADE REINFORCE FOUNDATION PER FOUNDATION DETAIL (OR PER LOCAL CODE) ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL N O R T E L M V A t I' O N 1/4" = 1' -0" b t 1 2 "X6" STUDS 16" ON CENTER 1/2" SHEETROCK WALLS R -2I WALL INSULATION 2 "X6" BOTTOM PLATE 3/4" T4G O.S.B. SUBFLOOR 51/2" L.P.I FLOOR JOISTS 16" ON CENTER 0 0 L _J -1 1 RIM JOIST M j, I' -0" 1' -0" SUBFLOOR 4 "X8" INTERIOR BEAMS 4 "X4" POSTS 4' -0" O.C. 2 "X4" MUDSILL WITH ANCHOR BOLTS 12 "X6" CONTINUOUS INTERIOR FOOTING (2) *4 HORIZ. REBAR 6 MIL POLYETHYLENE BLACK MOlSURE BARRIER ON THE GROUND TYPICAL WALL SECTION 3/4" 1' - 0" REVIEWED FOR CODE COMPLIANCE APPROVED SEP 12 2011 City of Tukwila BUILDING DIVISION RECEIVE . CITY OF TUKVVILA JUL 1 5 2011 PERMIT CENTER DIMENSION NOTES: DENOTES CENTERLINE DIMENSION DENOTES EDGE DIMENSION SYMESOL INDICATES SIDE g gg liiI!I � I� g ih 111 4 !ddM 1 1 I 9 iRiatilg A 11 ° !ig g� ih BUILDING COMPONENTS (253) 833 -66 && AUBURN, UJASNINCTON REVISION DATE REVS. 3 -23 -11 GPM REVS. 5 -2 -I1 GPM REVS. 1 -14 -11 GPM COPYRIGHT PROJECT THORNTON SHEET BUILDING ELEVATIONS TYP. WALL SECTION DRAWN BY GPM DATE 4 -20 -11 AUBURN SNT. NO. SCISSOR TRUSSES 24" ON CENTER COMP05ITION ROOFING I5' BUILDING PAPER 1 /I6" 0.5.8 SHEATHING GIRDER TRUSS GIRDER TRUSS ROOF TRUSSES 24" ON CENTER il:liil:iiitiiit:iii :tit ATTIC INSULATION R -49 OR R -38 (ADVANCED) KITCHEN GREAT ROOM MASTER BEDROOM 1 3/4" T4G O.S.Q. 5U15FLOOR 91/2" LPI (18) FLOOR JOISTS 16" ON CENTER R-30 FLOOR INSULATION iililaiIill i,il I1,01 iu i I i ►iii a it ji i itl III I � ►li iii c ii r�rii ►i i�iti,►it �tii c �� CRAWLER AREA 1/2" SHEETROCK WALLS 2"X6" STUDS 16" O.C. R -2I WALL INSULATION I l�iii �il� it � t;►TI� Zip 4 "X8" INTERIOR BEAMS 4 "X4' POSTS 4' -0" O.C. --= HORIZONTAL SIDING JUMBOTEX BLDG. PAPER 1/16" 0.5.13 SHEATHING FINISHED GRADE 111111 - 111111 POLYETHYLENE MOISTURE BARRIER ON NE GROUND BU I J.0 PNG GROSS SOCT I ON 1/4" : 1 -0' S ACE ecksc;s MIN. PANEL LENGTH 4' -0" 4' -0" MAX. PANEL HE IGNT 10' -0" MINIMUM SHEATHING 1/16" PLYWD ONE FACE NAILING REQ'D 6c16" O.G. EDGES 6d 1211 O.C. FIELD ANCHOR BOLTS 5,g" A.B. 48" O.C. HOLDOU NS REQ'D N/A 10' -0 5/8 " EACH FACE 5d WALLBOARD NAILS 1" O.C. N/A N/A 10' -0" 2'-8 1' -6" 101-0" 10' -0" 5,8 G.U1.B. ONE FACE 1/16" PLYWD ONE FACE 5d WALLBOARD NAILS 1" O.C. 8c16" O.C. EDGES Sd 12" O.C. FIELD N/A 5'g" A.B. 16" O.C. N/A 1800* UPLIFT MIN EA. END 1/16" PLYWD EACH FACE Sd 6" O.C. EDGES Sd 12 O.G. FIELD 5/8" A.B. 8" O.C. 3000" UPLIFT MIN EA. END REFER TO LATERAL RESTRAINT PANEL DETAIL bI1L57 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 12 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 1 5 2011 PERMIT CENTER DIMENSION NOTES: . DENOTES CENTERLINE DIMENSION DENOTES EDGE DIMENSION SYMBOL INDICATES SIDE y11 I l §1 A IOW 8 W J § R it p ° 5 a�yhi d � mII t: !R. !g q 2A LuE4 4 s g Rut K-1 qa -24 8 vibb BUILDING COMPONENTS AUBURN, WASi- IINGTON 833- e0606060 m REVISION DATE REVS. 3 -23 -11 GPM REVS. 5 -2 -11 GPM 1'�' EVS. 1 -14 -11 GPM 'COPYRIGHT PROJECT T .4O TON SHEET BLDG. CROSS SECTION SHEAR IIJALL SCHEDULE. DRAWN BY GPM DATE 4 -20 -11 ,AUBURN SARA s. SI-IT. NO. �0