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Permit D13-055 - HOMESTEAD FOSTER POINT - LOT 4 - NEW SINGLE FAMILY RESIDENCE
HOMESTEAD AT FOSTER POINT - LOT 4 13301 57 AV S D13-055 Parcel No.: Address: City *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 2172000229 13301 57 AV S TUKW Project Name: HOMESTEAD AT FOSTER POINT, LOT 4 Permit Number: D13-055 Issue Date: 05/09/2013 Permit Expires On: 11/05/2013 Owner: Name: Address: HIGH COUNTRY HOMES LLC PO BOX 188 , PUYALLUP WA 98371 Contact Person: Name: Address: Email: GLENN ALMOND 424 29 ST NE , PUYALLUP WA 98372 GLENN.ALMOND @YAHOO. C OM Contractor: Name: HIGH COUNTRY HOMES LLC Address: PO BOX 188 , PUYALLUP WA 98371 Contractor License No: HIGHCCH898DN Lender: Name: COLUMBIA BANK Address: 1301 AST , TACOMA WA 98402 Phone: 253 405-3035 Phone: 253-840-5660 Expiration Date: 03/15/2015 DESCRIPTION OF WORK: CONSTRUCTION OF 2532 SF SFR WITH 391 SF ATTACHED GARAGE AND 94 SF COVERED PORCH WITH INSTALLATION OF UNDERGROUND UTILITIES. PUBLIC WORKS ACTIVITIES INCLUDE: EROISION CONTROL, LAND ALTERING, STORM DRAINAGE, SANITARY SIDE SEWER, WATER M); it, AND UNDERGROUNDING OF POWER. FOSTER POINT WATER & SANITARY SEWER CONNECTION CHARGE. TRANSPORTATION IMPACT FEE. THE SHORELINE PERMIT ASSOCIATED WITH THIS BUILDING PERMIT WAS MAILED TO THE DEPARTMENT OF ECOLOGY ON MAY 6, 2013. A 21 -DAY APPEAL PERIOD BEGINS WHEN THE SHORELINE PERMIT IS RECEIVED BY THE DEPARTMENT OF ECOLOGY. IF AN APPEAL IS FILED THIS BUILDING PERMIT MAY BE REVOKED AND ANY WORK COMPLETED UNDER THIS PERMIT MAY HAVE TO BE REMOVED. THE APPLICANT IS PROCEEDING AT THEIR OWN RISK IN COMPLETING OR ENGAGING IN ANY WORK DURING THE 21 -DAY APPEAL PERIOD. Value of Construction: $312,844.55 Type of Fire Protection: Type of Construction: Electrical Service Provided by: SEATTLE CITY LIGHT Fees Collected: $44,468.85 International Residential Code Edition: 2009 Occupancy per IBC: 22 ***continued on next page*** Ili R ACC Drinro,1• ng_no_,n1,1 • • 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: N Number: 0 Size (Inches): 0 N N Start Time: End Time: Y Volumes: Cut 10 c.y. Fill 10 c.y. N N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non -Profit: N Water Main Extension: N Private: Public: Water Meter: Y Permit Center Authorized Signature: I hereby certify that I have read and ex governing this work will be complied ne •th, Date: this permit and know the same to be true and correct. All provisions of law and ordinances ether specified herein or not. The granting of this permit does not pres _ to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: t'�v E/✓it� J /142 a 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. Date: oZ//✓ PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDTI'IONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in 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: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. doc: IBC-SF7/10 D13-055 Printed: 05-09-2013 410 9: There shall be no occupancy of a buildin til final inspection has been completed and roved by Tukwila building inspector. No exception. 10: 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. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 13: 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. 14: 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. 15: 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. 16: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 17: 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. 18: 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). 19: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 20: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits • presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 21: ***PLUMBING AND GAS PIPING*** 22: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 23: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 24: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 25: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 26: 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. 27: 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. 28: 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. 29: 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. 30: 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. 1147 /1CC D....+ 1• AG_110_9MQ 31: Piping in the ground shall be laid on a fied for its entire length. Trenches shall be b lied in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, bo ders, cinderfill, frozen earth, or construction debris. 32: 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. 33: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 34: 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. 35: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** 36: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206) 433-0179 of commencement and completion of work at least 24 hours in advance. 37: PRIOR TO ISSUANCE OF THIS BUILDING PERMIT; OWNER/APPLICANT SHALL PROVIDE A COMPLETED TRAFFIC CONCURRENCY CERTIFICATE APPLICATION AND PAY ($600.00 FOR 5 UNITS - Lots 2, 3, 4, 5, & 6) UNDER PUBLIC WORKS PERMIT NO. C 13-xxx. (UNLESS PREVIOUSLY PAID UNDER PERMIT FOR Lot 2, 3, 5, or 6). 38: Owner/Appicant shall pay entire amount of the King County Sewer Capacity Charge, prior to Public Works final for this Building Permit. Per City Ordinance no. 2177, section 1-C-3, "New Homes constructed after September 1, 2007 are required to make full sewer connection fee payment before issuance of the Ctiy of Tuwila's building permit. New homes are also required to pay in full the current fee set for the King County Sewer capacity charge, and bring proof of payment to the City's Permit Center prior to the Public Work's final inspection approval. 39: Since the house must have a fire sprinkler system installed, it shall be verified in writing to the Public Works Project Inspector that the fire loop system for the building contains a WA State Department of Health approved Double Check Valve Assembly (DCVA). This shall be done prior to final inspection. Refer to attached Public Works Details for 1" FIRE /DOMESTIC SERVICE and/or 1" FLOW- THROUGH SYSTEM. Backflow device is (optional) if a FLOW-THROUGH SYSTEM is installed. Coordinate with the Public Works Project Inspector. 40: The house fire sprinkler system shall be designed by a Fire Sprinkler System Designer. Designer shall verify in writing to the Public Works Project Inspector that a 3/4 -inch water meter and service line meets domestic water and fire flow requirements. If domestic water and fire flow requirements are not met, then a 1 -inch water meter with a 1 -inch service line is required. Refer to attached Public Works Details for 1" FIRE /DOMESTIC SERVICE and/or 1" FLOW- THROUGH SYSTEM. Coordinate with the Public Works Project Inspector. 41: FOSTER POINT SANITARY SEWER CONNECTION CHARGE (ORDINANCE NO. 2177) APPLIES TO THIS PERMIT. 42: FOSTER POINT WATER CONNECTION CHARGE (ORDINANCE NO. 2177) APPLIES TO THIS PERMIT. 43: Work affecting traffic flows shall be closely coordinated with the Public Works Project Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 44: 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. 45: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. 46: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 47: Any material spilled onto any street shall be cleaned up immediately. 48: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 49: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 50: The Land Altering Permit Fee is based upon an estimated 10 cublic yards of cut and 10 cubic yards of fill. If dnc. IRC-RF7/10 D13-055 Printed: 05-09-2013 contamination is detected, the land alteringW• tity and permit fee will change. The applic 11 be required to calculate final quantities and pay the differein permit fee prior to the Final Inspection. 51: 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 time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 52: 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. 53: ***FIRE DEPARTMENT CONDITIONS*** 54: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 55: An approved automatic fire sprinlder extinguishing system is required for this project. (City Ordinance #2327) 56: 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 sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 57: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 58: Maximum grade for all projects is 15%. 59: Fire apparatus access roads "Fire Lanes" shall be identified by painting the curb yellow and a four inch wide line and block letters 18 inches high, painted in the lane, at fifty foot intervals, stating, "FIRE LANE NO PARKING", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING", and painting the curb. Signs shall be posted on or immediately next to the curb line or on the building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City Ordinance #2047)(THE FIRE APPARATUS ACCESS SHALL BE PAINTED AND STENCILED AS FIRE LANES.) 60: 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) 61: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 62: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 63: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 64: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. o.:...,.a. INC All en1.2 • • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 littp://www.TulcwilaWA.gov Combination Permit No. Project No.: Date Application Accepted: U2—U5 Date Application Expires: (For office use only) D1) 3 13 COMBINATION PERMIT APPLICATION — NEW SINGLE FAMILY Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION /330/ .� 7 ,S King Co Assessor's Tax No.: t9/ Site Address:73 30/ j .7 7 ' frL 4 Lir PROPERTY OWNER Name: / l ( i/—/ . /l/h/ //YI 61.-t/M" Address: 3 % n., S'T /I«. City: `� /Mate: f �Zi : �LN�(7 / U/l% /Q , �cT : Name: /// / Email: 9 /e.✓A) o q /4-2 or-vd e y4co o CO'l Conti Reg No.• Exp Date: a - C. Address: ,99'74 -)sr %1% L / Fax Fax: ,S-3 _ea 6_9 I7,� i/9 Email::' ---- City: i8vil //a"(mol' . 9'7-2 ' • CONTACT PERSON - person receiving all project communication Name: / l ( i/—/ . /l/h/ //YI 61.-t/M" Address: 3 % n., S'T /I«. City: `� /Mate: f �Zi : �LN�(7 / U/l% /Q , �cT : Phone _4_, B Fax: r -$' /O -SO �- 30 Email: 9 /e.✓A) o q /4-2 or-vd e y4co o CO'l GENERAL CONTRACTOR INFORMATION Company Name: /, / / //Xi'V Address: /,-.V a 9 ,Sr . city: 1 S Phone-eyn -, T Fax: (DS -3 -?1/0-33S-0 Conti Reg No.• Exp Date: Tukwila Business License No.: r, US _ 0993 8(Q ARCHITECT OF RECORD Company Name: z_/.1 ,..,/,/,,,,,.9 ,-/e Sty 9 /,/ Name: A//; 6er✓se-et/ `t,Architect Address:/POS- Engineer Name: Gnefi, .1/n) s'%�, iFe_ /Dy City: �~ u ,->7 rJ e r'- Stat 0::3,0 I t,P� Phone; 5 3 - / Fax Fax: ,S-3 _ea 6_9 I7,� i/9 Email::' ---- City• /ALcState: ENGINEER OF RECORD Name: �6, i u m6 i a 8/0,,/, Company Name: e A E n.t,, i r, e, 2 e --S Engineer Name: Gnefi, (i f Address: / City• /ALcState: ' • Phone: / 7 Fax: Fax: '3 (o0 -8',S - /C) I.L. Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: �6, i u m6 i a 8/0,,/, Address: % -f) r 4 Sree. City: 7 A COrn 4/4te . (i H:\Applications\Forms-Applications On Line \2011 Applicatioiu\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 1 of 4 • PROJECT INFORMATION Valuation of project (contractor's bid price): $ 3 3n, Scope of work (please provide detailed information): I Co sT'u cT J of S F t1- 1`� s TA I I u r✓.4t,-7,-ON'�f ,roU7T I tiT .s DETAILED BUILDING INFORAMTION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement lst floor //3 / 2nd floor /V0/ V0/ Garage Vcarport ■ 39/ Deck — covered Funcovered ■ -FOR Cts— / Total square footage 3/0/ 7Sf 0 Per City of Tukwila Ordinance No. 2327, all new single family homes are required to have an automatic fire sprinkler system installed in the home. Please contact the Tukwila Fire Department for more information at 206-575-4407. EQUIPMENT AND FIXTURES — INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: Value of mechanical work $ 95 — furnace <100k btu thermostat emergency generator PLUMBING: Value of plumbing/gas piping work $ 7 appliance vent fuel type: —wood/gas stove other mechanical equipment & 1.500 bathtub (or bath/shower combo) dishwasher lavatory (bathroom sink) water heater (gas) bidet floor drain sink lawn sprinkler system H:\Applications\Forns-Applications On Line \2011 Applications\Combination Pernik Application Revised 8-9-11.docx Revised: August 2011 bh ❑ electric gas ventilation fan connected to single duct water heater (electric)_ 3 clothes washer shower water closet gas piping outlets Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — Scope of work (please provide detailed information): Co •,r s 7714 F Sore Call before you Dig: 811 E-07/4/0/ u/ r // rres Please refer to Public Works Bulletin #1 for fees and estimate sheet. WATER DISTRICT ...Tukwila 0...Water District #125 ❑ ...Letter of water availability provided SEWER DISTRICT ❑v ...Tukwila 0 ...Sewer use certificate 0 .. Highline ❑ ... Valley View 0 .. Renton ❑ ... Letter of sewer availability provided ❑ .. Renton 0 .. Seattle SEPTIC SYSTEM: ❑ .. On-site septic system — for on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): ❑ ...Civil Plans (Maximum Paper Size — 22" X 34") ❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report ❑...Hold Harmless — (SAO) ❑ ...Bond 0 .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑...Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ ...Right -Of -Way Use - Potential disturbance 0 .. Construction/Excavation/Fill - Right -of -Way... 0 -or- Non Right -of -Way.. 0 ❑� Total Cut A90 Cubic Yards ❑ .. Work In Flood Zone 0 ...Total Fill Cubic Yards 0 .. Storm Drainage D...S lanlan tary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Permanent Water Meter Size 0 ...Residential Fire Meter Size ❑ ...Deduct Water Meter Size ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line /11 >, 15 WO if WO# ❑ ...Temporary Water Meter Size " WO # ❑ ...Sewer Main Extension Public 0 - or - Private 0 ❑ .. Trench Excavation ❑ ttility Undergrounding ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Water Main Extension Public 0 - or - Private 0 >f FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line EKater ..sewer MONTHLY SERVICE BILLING TO: Name: /Is/ cj A Mailing Address: WATER METER REFUNDBILLING: Name: r / /. / C.o . T number of public fire hydrant(s) ❑ ...sewage treatment »i tot l 88 L - C Day Telephone: )°7'°1/i Ci State LLC Day Telephone: CityV Mailing Addres • State ?J 7/ Zip U P3 7/ Zip 6 H:\Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES – APPLICABLE TO ALL PERMITS IN THIS APPLICATION – Value of construction – In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review – Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PROPERTY OWNER R A _ I-1 RIZED AGE T: Signature: '/ `�// / Date: a – ?—/-3 Print Name: �k h/ ✓ J / / /a70n/ Day Telephone: (935R- 1/0.7-3D Mailing Address: R )OS 19Y0 -t H:\Applications\Forms-Applications On L ne\2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh ( %3%/ State Zip Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees • bisiSTEAD PROJECT NAME oS7 //n/T PERMIT # C @ 13301 - 5-7 4.4 Ave- S. ) If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements o b V 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $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 Enter total fill volume /0 cubic yards cubic yards 17,5 $250 (1) $ 12.c (4) RECEIVED CITY OF TUKWILA FEB 1 3 202 Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. PERMIT CENTER QUANTITY IN CUBIC YARDS RATE V Up to 50 CY Free 51-100 r $23.50 101 - 1,000 7.00 1,001 - 10,000 $49.25 10,001 — 100,000 $49.25 for ls' 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review and Permit Fees $ (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 31 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 01.01.13 1 --06<" BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ /ZS—' (6) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. $ 23 % (8) QUANTITY IN CUBIC YARDS RATE V 50 or less $23.50 51-100 $37.00 101-1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 – 10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 –100,000 $325.00 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 Last Revised 01.01.11 2 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter - Deduct ($25) B. Flood Control Zone ($50) C. Water Meter - Permanent* 42.5 D. Water Meter - Water only* E. Water Meter - Temporary* * Refer to the Water Meter Fees in Bulletin Al !0005es ( CA5e4tep WATe. pL 1AIW4 1 --' 00 Total A through E $ 4410 8700- (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ 9 9 q (v )- ob E. Allentown/Foster Pt Sewer (Ord 2177) $ t 13, OD 0 F. Special Connection (TMC Title 14) $ — G. Duwamish $ — H. Transportation Mitigation $ 1291 I. Other Fees $/ 2143 Total A through I $ -0790 (10) .rRRrfte- et'evesAfjcY -few Fee. v,.bgx pw NR,,,,,CI s - DUE WHEN PERMIT IS ISSUED (6+7+8+9+10) $ 35tcr1225 -070e-- ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Affiance RCFC 01.01.2011-12.31.2011 Total Fee v/ 0.75 $625 / $6005 $6630 1 $1125 $15,012.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 $48,040 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 01.01.11 Temporary Meter 0.75" $300 2.5" $1,500 3 Clear Form • 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 RECEIPT Parcel No.: 2172000229 Permit Number: D13-055 Address: 13301 57 AV S TUKW Status: ISSUED Suite No: Applied Date: 02/13/2013 Applicant: HOMESTEAD AT FOSTER POINT, LOT 4 Issue Date: 05/09/2013 Receipt No.: R13-01576 Initials: JEM User ID: 1165 Payment Amount: $42,038.90 Payment Date: 05/09/2013 04:15 PM Balance: $0.00 Payee: HIGH COUNTRY HOMES, LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 8448 42,038.90 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES CASCADE WATER ALLIANCE FIRE IMPACT FEES MECHANICAL - RES PARK IMPACT FEES PLAN CHECK - WATER METER PLUMBING - RES PW LAND ALT PERMIT FEE PW PERMIT/INSPECTION FEE PW PLAN REVIEW SEWER - HOME/DEVELOP STATE BUILDING SURCHARGE TRAFFIC IMPACT FEES WATER - HOME/DEVELOP WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE 000.322.100 640.237.500 90830402.5000.5304.XXXXX 000.322.102.00.00 90330109. 5000. 5301.XXXXX 000.345.830 000.322.103.00.00 000.342.400 000.342.400 000.345.830 402.379.002 640.237.114 104.345.840 00.00 401.379.002 401.379.002 401.342.400 401.245.100 401.343.405 3,229.15 6,005.00 922.00 189.00 1,426.00 10.00 252.00 23.50 125.00 44.00 18,000.00 4.50 1,297.22 9,896.53 60.00 15.00 490.00 50.00 Total: $42,038.90 n_;.....4. AC An 7/l4 7 Cly 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. tukw ila. wa. us SET RECEIPT Copy Reprinted on 02-13-2013 at 11:18:55 02/13/2013 RECEIPT NO: R13-00802 Initials: JEM Payment Date: 02/13/2013 User ID: 1165 Total Payment: 9,666.17 Payee: HIGH COUNTRY HOMES, LLC SET ID: S000001928 SET NAME: HIGH COUNTRY SET TRANSACTIONS: Set Member Amount D13-053 2,376.32 D13-054 2,429.95 D13-055 2,429.95 D13-056 2,429.95 TOTAL: 0-3142-9-79S TRANSACTION LIST: Type Method Description Amount Payment Check 2033 9,666.17 TOTAL: 9,666.17 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW 000.345.830 8,342.17 000.322.100 1,000.00 000.345.830 324.00 TOTAL: 9,666.17 atel INSPECTION RECORD Retain a copy with permit D 3-os5 INSPECTION NO. PERMIT NO. ,i CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Project: 1.1nr‘ES,cAN Type of Inspection: F- lhlA t, Address: 1330 1 '5 '1 n v S Date Called: Special Instructions: V- • Date Wanted:' 10— 1'4– l3. per+' Requester: Phone No: .5 3-LIOS-30SS Approved per applicable codes. Corrections required prior to approval. COMMENTS: P rkk' l (.D MntPT-Q. Inspect Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. --Ati3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit '3 -ass- 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: - -o )AC -51? -4 Typg of Inspection: f; Ai A.-1 rlAe19&As P'J'� Address: 711 1-330 ( 5'7 A vE, Date Called: / Special Instructions: ` \\ LO--(--- r' Date Wanted: LP -7.3 -1 pan- Requester: 'a—J.3 Off-- 6 s -r,,,-,els-e r( n -Phone e -465 7] /l�, Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: ff,�- nn 'a—J.3 Off-- 6 s -r,,,-,els-e r( D l- 6(•4-72.-- /l�, O 6-S F7. • k UK- OL B 0 11 UK AA.e 34 i 1 / fgiee o ESe -- N ,\/V t a„--, (J AG, /4 a n sector: Date( REINSPECTION FEE REQUIRED.IPrior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -#13 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Projer pec: Type oftion / Address: �. [ ut- Date Called: Special Instructions: `` r 6—/- Date Wanted: l� taa..m. iiequester: Phone No: r #" Approved per applicable codes. 1J Corrections required prior to approval. COMMENTS: InsRector: a Date: k--2�- n REINSPECTION FEE REQUIRED' or to next inspection. fee must be paid at 6300 Southcenter Blvd./Suit- 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 fr.., (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project:_ W) 1't�1 5' i 01t' 1-05 e. Type of Inspection: W I 1 5 Ni SO LAT 1 tQ Address: tS30I 67 Plv 5 Date Called: Special Instructions: •-'1 Date Wanted: ! _ C.," 1 aim p. Requester: (.�Lis ALN1041/41 b Phone NotL a-5 ✓ -- ` (o -3c,35 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0e, //.5 „//dC-X,7/ 1/ ( A Ae°7(9117 c4 Date: n REINSPECTION FEE "EQUIRED. Prior to next inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPE INSPECTION RECORD Retain a copy with permit TION NO. PERMIT N0. j• CITY OF TUKWILA BUILDING DIVISION c 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 3 -(DSS Proje Ty of Inspection: Pleft e. -it- Address: Date Called: '53 0 \ 59 AUL- Special Instructions: (f":1\\ Date Wanted: `` • m. • Requester: Phone No:. Approved per applicable codes. Corrections required prior to approval. COMMENTS: b < jiUItivP Inspector: "-4 n REINSPECTION FEE REQUIRED. Prio to next inspection, fee must be paid at 6300 Southcenter Blvd:, Suite 100. Call to schedule reinspection. Date: 4/0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit D13 0S5 PERMIT NO. CITY OF TUKWILA BUILDING,DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 PermitInspection Request Line (206) 431-2451 Project:n A11)( Type of Inspection: 1(.9: -E. PLi ii&- Address:_ 'Z tIS34( 5'1 A4_, Date Called: hil{-Jk,Ara Special Instructions: t'f k t�.• /L .,- Date Wanted: I3 ' per Requester: Ph2e.3 —.440 5"� 3 035 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ( ,i itA,EXi Ra J4 .. -3-7) c',. /1Y (-r- A. Al °A4. /a ; t spr:' A iiipf pc-tdJ.=3 74AraLi YJ t r----5 Inspector: Date:�.„ n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Project. /4-4--e_S ( CI -A, Type of Inspecti9n: r -,,t, A.6 Address:` AUL Dat&Called: Special Instructions: PP C.( \L Date Wanted:£�(n. r _ -- ` t.3 p.m. Requester: Phone No: Approved per applicable codes. 1rrections required prior to approval. COMMENTS: (lJ?.q-lam. Ins ector: n REINSPECTION FEE REQUIRED. P it ok to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit 'PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451K. Project. %- r-,, e s`()---A-41�.O Typ. of Inspection: �,.� 61 f (c>, Address: ;'vi Date Called: Special Instructions: /4 v �z," Date Wanted m. Requester: Phone No: s-4 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 761 Insp ctor: Date:�� i /3 n REINSPECTION FEE REQUIRED. P for to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION INSPECTION RECORD Retain a copy with permit -DI 3-Os5 PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project:�. •LeS ( -Q Type of Inspection: R 0 k.. 6W- 1v P� ,+1/4-L2 . Address: Date Called: Special Instructions: fer Li Date Wante � J . /3 p.m. Requester: Phone No: 1 per applicable codes. Corrections required prior to approval. COMMENTS: MD i 2-G,ik-A 1 Inspe n REINSPECTION FEE REQUIRED.. Prig to nex inspection. fee must be paid at 6300 Southcenter. Blvd.. Suite/100. Call to schedule reinspection. 3 INSPECTION RECORD Retain a copy with permit ) INSPECT! N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 g (206) 431-36 Permit Inspection Request Line (206) 431-2451 PERMIT NO. Project: ___ eS(F Ty of Inspection: .()06 N- .,__AJ AA Address- ?Lr t3 '3 ( Si v� Date Called: Special Instructions: l Date Wanted: .S - , -gyC). m: tester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date:c _� g !_3 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO., /�J CITY OF TUKVVILA BUILDING DIVISION .�V( 6300 Southcenter Blvd., #100, Tukwila. WA 98188 x,(206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project n 1+0 MC S ill Type of Inspection: LOMik s (ea Address: . -y ( 3 0 l .- -Au._ Date Called: Special Instructions: (, k,1— Date Wanted:_ i 5—I3 a.m. J3 Requester: Phone h2S3- 403-3035 Approved per applicable codes. • O Corrections required prior to approval. .` COMMENTS: hTm----wek/ Inspector'.:. A2tp_. Date: 13 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP CTION NO. PERMIT NO. ,/ �J CITY OF TU,KWILA BUILDING Q.IVISION �V� 6300 Southcenter Blvd., #100; Tukwila. WA 98188 12., (206) 431-3670 Permit Inspection Request Line (206) 431-2451. Lii —6)C5 Project:1'4)/(�J� �(` / {//y, Typepf Inspection:, �j L { 3 Address: - )33 0( J'-7"AtL Date Called: 7 Special Instructions:- . 44„ Date Wanted: Requester: Fh2eS3'.40S_3035- Approved per applicable codes. Corrections required prior to approval. COMMENTS: Insp n REINSPECTION FEE REQUIRED Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date - -13 INSPECTION RECORD Retain a copy with permit INSPECTIO 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 3 -&SS Project: A -l.0 �! --e Type Inspect on: Address:_ f. 0 _5-rj a(( Date Called: Special Instructions: C/ l( • Date Wanted; 0 - t'( -'—„a.m. "`f 3 p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 3 Insector: Date ( ( J n REINSPECTION FEE REQUI D. Prior to next inspection, fee must be paid at 6300 Southcenter vd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Ci 6300 Southcenter Blvd., #100, Tukwila. WA 98188 -, (206) 431-3670 Permit Inspection Request Line (206) 431-2451 3 -OSS ProjeFt: ��S`� Yet TY ci I, o A 6 )(A --./ti Ad Ire�s:3 d -) h „ `� Date Called: Special Instructions: �`��_( `` / Date Wanted:.y _ / ( �., p.m. Requester: Pho e Na: 5 X3 - O s-36 35 Approved per applicable codes. Ei Corrections required prior to approval. COMMENTS: `hJc+moi Inspect or: Date: ko — ( _ { 3 n REINSPECTION FEE REQUIRED. rior to next inspection. fee must be paid at 6300 Southcenter Blvd., uite 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 981881:- . (206) 431-3670! Permit Inspection Request Line (206) 431-2451 Di 3 —45. s� TYPLnactionA--�t—�'`t •d^� `VProj�c L` Address 5 '7 d4v,� Date Called: Special Instructions: lj \C /,� :. Date Wanted, - . Z 3 Ca.y p.mm. Requester: "�� Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Il r 1 Sob' exX M5 J D u3'l 1� 5 f� Date C REINSPECTION FEE REQIkRED/ Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. 4uite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit - INSPECTION' NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 9 -40 ..5/3-0-55 Pro a t: �j �( —UM2S��'_h�1 Type Inspection; v C , 4 Addr_ess:,0 a ( S? A U� Date Called: 6kC C9r 71 p r d cc_ &___, Special (Instructions: ° 7 3 + �1(4kk (A g) 12:S k Date Wanted: / .a.m.. . m.. j3 Requester: Phone No: 2S3 —46 S 3 4 •3. -r - Approved per applicable codes. Corrections required prior to approval. COMMENTS: - (OA 6kC C9r 71 p r d cc_ &___, L w A /z-.' s k Jo :z e /mf7`. / , /A r' r �' `tom Qou! (4 OuJn s . - Jt. ,!(.0-u2 1. ---e/' ; o 5 (2, /lief ,6 AT/9 Ins Date ' REINSPECTION FEE REQUIRED. r or to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. LA :7 401 PSS 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: 9 n f t- CA IA � fic 9v' Type of Inspection: VW fi � ! �l Address: 19/2) 01 51 N C7 Date Called: i� Ii ,,� Special Instructions: IlDI 1° Date Wanted:. /0 I.1 (.m Requester: G.t e `^ A j p -—F.eict.{eGf Phone No��; �1 ., 5 0 Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: — f, vlt, (e -d - Cry c itctiir1. c. --:7v; 41 eo - F;,4w_t,afi Ft e►a...kd j p -—F.eict.{eGf Inspector: IDS Date: !0 (3 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,SS 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 D (3 -OSS Project: n c,� p 4 l 4o�BIW Ie d- � N Type of Inspection:( w J S , D - 9(t SD(2' 35- Sro e SeL)e.r iosf&1('d pef- Address: 13301 S'] AV 5 Date Called: I I t3 4s-lui(+s recieve. Frn‘ded Special Instructions: Date Wanted.' D 13 /. Requester: 0 ptCt./t roaizal. t/14 -o 1i -I- . OR. +o b&c,k- ll. P Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: - 9(t SD(2' 35- Sro e SeL)e.r iosf&1('d pef- (S win 'r�� C + sf-Ct., aC•r-C(S. (,UcLfer -Fest .bock // -A1 rovl t irv'1 ed "0" deo . OK ,Lc' b((ki f/. 4s-lui(+s recieve. Frn‘ded "f'- I)o Wafer%- oftef-cr i•4,5 (ea yef. - -Oci t -rcL4-(vel p;- i vis1-A, L?d fete a pr o ved S . DoUM ppo lit -4— akil 'q -4ocff a(ral,C ptCt./t roaizal. t/14 -o 1i -I- . OR. +o b&c,k- ll. P Inspector: Ds Date: /ILI i3 ❑REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be Daid 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 D)3 -OSS Prtsect: L -P-1 a,n�l P fos+ei 1-. Type of Inspection: • Sion f rleaSu' Arlress: Date Called: /13 5 ecial In� ctions:7 Pri ` ( I P44 Q m' t by. i` n Dial 1.7;01bx, ES.N Date Wanted:_C. 1 o 3 Requester: 1 enn A-1 y „10 no! P z) ids-. ,o-5 DApproved per applicable codes. COMMENTS: Corrections required prior to approval. QO. c; -P-en(e - otJo/K hQr-�1 efa0er>t y lint . Inspector: os Date: Sf(O/f3 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 013- ops^ 3 _.s_- /5"3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: ti 14ar Home, Type of I spection: / S rthbier Pre -_1 a l Address: 33 ?-11Suite #: / / S7 C3 ontact Person: Special Instructions: Phone No.: ylApproved per applicable codes. Corrections required prior to approval. COMMENTS: Secth4('r Fna / - c o�-e f 7(e-- P/ - c o Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: gf..... 1Cm 5 -if Date: /ep%il/3 Hrs.: ,tel' $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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 0/3-6.�s /3 -- 5- / PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:. / qType l� ✓`tet'•ea_l � ,�31.-e--70id of Inspection: C-eVeC Hood & Duct: Monitor: Address: Suite #: 133O/ ..5-%4..k 4) 5 Contact Person: ).-../ 41 174z Special Instructions: Phone No.: r %t)f�.oG L /'c�pt1 J] Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: 0 K /.a' Ce t) er - G4 a 41 174z r %t)f�.oG L /'c�pt1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: `Xrc-( Date:/ ,h- Hrs.: L J $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: Word/Inspection Record Form.Doc Zip: T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit (3• 057S -- I5 5.S'"I3 -5- /573 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Proj ct:1-f-DvI.R..5t-49...D .-9,5V:r2rP4.):44.--- Type ofp Inspecti n: � /, a. ( Oto eet/P1- Address: / 3 3 p) 5-4 6-6e_ S Suite #: Contact Person: Special Instructions: Phone No.: i Approved per applicable codes. 134 -Corrections required prior to approval. COMMENTS: Sprinklers: Hrs.: Fire Alarm: Hood & Duct: , AT)0 Monitor: 5 p i•-epJ , 0 Pa, ) Pec �of au Q1 p/ a . IT p' (*) '5P 6.e9 ,14 c ( 11 , A) G � SA -e-- `( 4 6 a °b &Po^ a to r ,. ff Needs Shift Inspection: Sprinklers: Hrs.: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: • f Inspector: to \ 5---- Date: 8-/13//3 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 iiia -� a �.' :a �: ^� ;4-11 u p 11 o r L IAr\.S Ff 1 TGTOi STATE U t W: RS [1'v 115 EX UENS!ON ENERGY PROGR;1N4 min. nig —o5s Duct Leakage Affidavit House address or lot number. FO515L 'Pc) ir-1 7 - City: • viz, kA, tLA Zip: CITE �F TI VED JICWILA JUL 312013 PERMIT CENTER Cond. Floor Area (ft2): 2 452)'L. 2 Source (circle one): Plans Estimated Measured 0 Duct tightness testing is not required for this residence per exceptions listed at the end of this document Air Handler in conditioned space? 0 yes Cho Air Handler Circle Test Method: Leakage to Outside Maximum duct leakage: Post Construction, total duct leakage: (floor area x .08) = CFM@25 Pa Post Construction, leakage to outdoors: (floor area x .06) = CFMCg25 Pa Rotigh-in, total duct leakage with air handler Installed: (floor area x .06) = -.151 CFM@25 Pa St? t.B. r10 Rough4n, total duct leakage with air handler not installed: (floor area x .04) = CFM@25 Pa Test Result: (ge CFM@25Pa Ring (circle one if applicable): Open Duct Tester Location: '/A 1 2 Pressure Tap Location: I certify that these duct leakage rates are accurate and determined using standard duct testing protocol. Company Name: 40coN>:J L-iI -T•01(x. Technician: P/. Dtl R Technician Sign Date: x' 11— I') Phone Number: ZS` -6 e i6 " 3IA� Washington State Energy Code reference: 603.10.3 Sealing. All ducts, air handlers, filter boxes. and building cavities used as ducts shalt be sealed. Joints and seams shall comply with Section M1801:3 of the International Residential Code or 803.8 of the International Mechanical Code. Duct tightness testing shall be conducted to verify that the ducts are sealed. A signed affidavit documenting the test results shall be provided to the Jurisdiction having authority by the testing agent. When required by the building official, the test shall be conducted In the presence of department staff. Exceptions: 1. Duct tightness test is not required Utile air handler and all ducts are located within conditioned space. 2. Duct testing Is not required if the fumace is a nondirect vent type combustion appliance Installed in an unconditioned space. A maximum of six feet of connected ductwork in the unconditioned space is allowed. All additional supply and retum ducts shall be within the conditioned space. Ducts outside the conditioned space shall be sealed with a mastic type duct sealant and insulated on the exterior with R-8 insulation for above grade ducts and R-5 water resistant Insulation when within a slab or earth. 10/3/2013 Attention: Dave Stuckle — City of Tukwila Subject: Meter Sizing Verification: Permit Number 013-055 Project Name: Foster Point at Tukwila — Lot 4 This letter is to certify that the Sprinkler Project for the property identified above is a flow through sprinkler system. The Sprinkler Design and Hydraulic Calculations indicated that a %" Meter is sufficient for the 13D Residential Fire Sprinkler demand. Sincerely, Stephanie Fahey A-PEX Design Services, Inc * Phone: 425-493.9680* Sales@A-PEXdesignservices.com .01 VICINITI' MAP DON SPOUT GB SUMP VVSOLID LID 6' BURY 4' RIBID OR 6' FLEXIBLE FREFORATED FIFE NTS iritir ritxxfogin GRAWLSFAGE OUTLET DRAIN FIFE CR WSP4CE DRAINAGE DETAIL NTS NOTES: LOT 4 IS A FLAT LOT. MAIN FINISH FLOOR AT 1.5'. FIRE HYDRANT LOCATED ON 5 133RD STREET /- 4/ /.•'.• PV /, ' '4 '•4 DRIvEWA • V :4 ' °' • CVet w� 5 --�- These plans have been ItiOR5ArekijiliAltjitiAC - Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of - adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval Final acceptance is subject to field inspection by - the Public Works utilities inspector. Date: By: a Z/1....0/! 3 (56, Alcfre44.1, PL4/ Sits. et -0 INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED TO DRAIN AND INSURE THE REMOVAL OF UJATER C3.o) SCALE 1:20 THE HOMESTEADS AT FOSTER POINT LOT 4 COVERAGE CALC, LOT AREA• PROPOSED STRUCTURE■ LOT COVERAGsE■ PLAN L2M-2532 13301 6,500 sRECEIVED d- I1 i OF TUKWILA FEB 1 3 2013 PERMITCENTER 57 7''4v' t3301 pox.. S . 3 rAtti envie STRUCTURAL CALCULATIONS FOR THE HIGH COUNTRY HOMES RESIDENTIAL PROJECT Plan L2M-2532 January 31, 2013 Job No. : Location: 09-059 The Homesteads at Foster Point, Lot 4 Tukwila, Washington Copyright 2013, SEGA Engineers REVIEWED FOR CODE COMPLIANCE APPROVED MAR 1 3 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 13 2013 SEGA Engineers/ PERMIT CENTER /Structural & Civil Consulting Engineers 22939 SE 292"d PL (360) 886-1017 Black Diamond, WA 98010 STATEMENT OF WORK SEGA Engineers was asked to provide a lateral Toads analysis, shear wall design, review of major framing members and foundation, and drawing red -lines for a two story wood framed single family residence. The roof framing is manufactured trusses, the floor framing is 2x dimensional or open -web trusses, and the foundation is typical concrete strip footings with a crawl space. The application and use of these calculations is limited to a single site referenced on the cover sheet. The cover sheet should have an original signature in blue ink over the seal. The attached calculations may or may not apply to other sites and the contractor assumes all responsibility and liability for sites not expressly reviewed and approved. Please contact SEGA Engineers for use at other sites. SEGA Engineers will use that degree of care and skill ordinarily exercised under similar circumstances by members of the engineering profession in this local. No other warranty, either expressed or implied is made in connection with our rending of professional services. For any dispute, claim, or action arising out of this design, SEGA Engineers shall have liability limited to the amount of the total fee received by SEGA Engineers. Questions regarding the attached should be addressed to SEGA Engineers. Greg Thesenvitz, PE/SE SEGA Engineers SEGA Engineers/ / Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Project L2-2532 Job No. 09-059 By: GAT Checked Date: 06/04/12 Sht i Design Criteria International Building Code (IBC), 2009 LOADS Roof DL 15 psf LL 25 psf Floor DL 10 psf LL 40 psf Wind Design Wind Speed 85 mph KZt 1.00 Exposure B Importance Factor 1.00 Seismic Design Category D SDS 1.00 Response Factor 6.5 Cs = 0.154 Importance Factor 1.00 Soil Allowable Bearing 1,500 psf Copyright 2012, SEGA Engineers SEGA Engineer / Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Project L2-2532 Job No. 09-059 By: GAT Checked Date: 06/04/12 Sht 1 LOADS ROOF DL Roofing (Comp) 3.5 psf 1/2" OSB 1.8 2 x @ 24" 3.5 Insulation 1.1 5/8" GWB 2.8 Misc. 1.5 14.2 psf LL FLOOR Snow, Pf Reduction, Cs 5/12 pitch = 23 deg 25 psf (115% Load Duration) 0.00 (Ct = 1.1, other surfaces) Total Roof Load 39.2 psf DL Flooring 0.5 psf 3/4' Plywood 2.3 Floor Truss @ 24"oc 3.3 5/8" GWB 2.8 Misc. 1.5 10.4 psf LL Residential Total Floor Load 40 psf 50.4 psf DECKS - DL 2 x Decking 4.3 psf 2x10@16"oc 2.8 Misc 1.5 8.6 LL WALLS Residential Total Deck Load 40 psf 48.6 psf DL Siding 3.5 1/2' Plywood 1.5 psf 2x6@16"oc 1.7 I nsul 0.6 1/2" GWB 2.2 Copyright 2012, SEGA Engineers 9.5 psf SEGA Engineers / PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 [-2.-Z4€3 1- Z41 q"/- z53z/; Z(02c JOB NO. 001 -t�$ FIGURED BY G4r (360) 886-1017 • Fax (360) 886-1016 CHECKED BY , -r►� Ing — t p pi—rte DATE -(D44 2 SHEET Z OF I-3n� e CeovexEJN71 , icokPr (4 z� 14(3 •) /, 3c ' M = Q,wm)c, = 41,/ Of 4S( /i 38W)(/5/ = 3,1o27- - !o3k,�,z Nr4 EOC1L 1 e ti Pre. /?,7c,t,\ hp Fr cc1- 01-4)(5ckst = loco R� ti (or col ') (1(.9 t = Z -1.4"4- V= ib(.0 t,'7'")= ►3t" -O/4S(o•b7'` )(LI)3 — I� Z3S �.JoK.N� ac. 7/L eCle- 67OaL G -t o !!K -€ Glltz q- L ` CV . i� I) Sr- icr 11 z (nr s-PF0 \ lqt)T = Z4K ,-%g.r /z (,a 1.1= / ( - k,Pr) _ s' cYc 4sC.0,s3«)(j )3 = ))L,34 03 Copyright 2009, SEGA Engineers 51/0)3,r f-- SEGA Engineers / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 Jowl / N L tAt)pE2 FLoop' Ft:0,2c. PROJECT L L- zAs Z I. phi /- Zf 3 Z /- Z� Z y JOB NO. D 9 ci FIGURED BY CHECKED BY DATE G/¢//L SHEET 3 OF C, 4-r G -c --(eLEI 'IS' i - IALLL-.)( sci - so et -t- 1 w 13' ( )0.0Pn('v) (s )-}( 6c ) (A:\q- () (jc?)(t _g4 510' = at,fr)4 --( c3)(L) = Cov'°`his= '1 )1,S" /,,, S: /01 . EfT ` ott)S(o'S3k'ii)3+ U, : .1( ala C_ iic¢o ?sr), lzc'ut- 1' E�� (*pit) tt oo4s 0'4 W7.,_ z( )30 r"°ice'`- M = �f3t)CZ- (V)/ ,E s71747 )_ (e,e,I ✓' T 2w yr; 0,+.5-(4-0( /(;)4 - 0 0 Copyright 2009, SEGA Engineers ©K e" S%zx�is 6142 c 4fc 3�'2 a/Z Ci Ld 'a- SEGA Engineers PROJECT LZ—z 3Z/2hq./- Lot /_ z (z7 / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 JOB NO. FIGURED BY (,47r (360) 886-1017 • Fax (360) 886-1016 CHECKED BY /n -,I : —P�- DATE `1"4L SHEET 4 OF 1i1lev fp) !kb!, 1007c it 0"4-- 3 , (.. k 1-- - �L 1-(611- e &kei4r Li;-z�h'l c(NL.Y) rr Iasr m r/t k8') �,�xir� 6 ki= 8 /'s = 31Zl- E 7,44y `o. iSC c", 3 K/P1)($1)3 1/\) 1244 (Ft -Et/. r3) () 4..d a9 I SCF r =[.(4 Li-om)bna (L)c40it>(�� 'P M = (1-_v) (,k')- (4 (ot41c/r-) (=,) = sr v-- /JiiS 3,111 rale. 3 % 6t.6 4-- 1 is -1 &us 2'644 -1,-/c ', 1-w Copyright 2011, SEGA Engineers 4i„.////,' r 11< 3,L Zk 'G' 3 n�Zy S G14 SEGA Engineers Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Project L2-2532 Job No. 09-059 By: GAT Checked Date: 06/04/12 Sht. LATERAL LOADS - SEISMIC Maximum Base Shear, V = F SDS W R where, F = 1.1 Two -Story Building Sips = 1.00 Ss = 1.5 Fa = 1.00 R = 6.5 Table 12.14-1 W = Seismic Weight For W: Wroof Wfloor - Eq. 12.14-11 (Table 11.4-1, Ss > 1.25) (30ft) (52ft) (16psf)+ (2) (30ft+ 52ft) (4.Oft) (9.5psf) = 31 kips (30ft) (52ft) (14psf)+ (2) (30ft+ 52ft) (8.5ft) (9.5psf) = 35 kips W total = 66 kips Design Base Shear , V = ( .169) (66 kip) = 11.2 kip E = 11.2 kip = 8.0 kip 1.4 WIND Design Wind Pressure, p5 = X Ke IW Ps30 Eq. 6-1, Sect. 6.4.2.1 where, = 1.00 = 1.00 = 1.00 = 1.00 0 -15 ft Exposure B Figure 6-2 20 ft 25 ft 30 ft Ke = 1.00 Ir„ = 1.00 P30 = 10.4 psf 85 mph Po = ( 1.00) ( 1.00) (10.4 psf) ( 1.00) = 10.40 psf F20 = ( 1.00) ( 1.00) (10.4 psf) ( 1.00) = 10.40 psf PP5 = ( 1.00) ( 1.00) (10.4 psf) ( 1.00) = 10.40 psf P30 = ( 1.00) ( 1.00) (10.4 psf) ( 1.00) = 10.40 psf Design Base Shear: (Wind) Vft,= (30ft) (10ft) (10.4psf) + (30ft) (5ft) (10.4psf) + (30ft) (5ft) (10.4psf) + (30ft) (5ft) (10.4psf) Therefore, Section 6.5.7 Section 6.5.5 Figure 6-2 = 7.8 kips Vsfs= (57ft) (10ft) (10.4psf) + (55ft) (5ft) (10.4psf) + (40ft) (5ft) (10.4psf) + (16ft) (5ft) (10.4psf) = 11.7 kips Seismic Loads Govern for Lateral Design - Front/Back Wind Loads Govern for Lateral Design - Side/Side Copyright 2012, SEGA Engineers SEGA Engineers / Project L2-2532 Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Job No. 09-059 By: GAT Checked Date: 06/04/12 Sht. (0 LATERAL LOADS - (cont'd) Distribute Seismic Loads Over Height Maximum Base Shear, V = 8.0 k Fx = wx V (Eq. 12.14-12) W Front = ( 31.2) (8.0 k) = 3.8 kip ( 66.3 ) Ffloor = ( 35.1) (8.0 k) = 4.2 kip ( 66.3 ) Fx = 8.0 kip Copyright 2011, SEGA Engineers SEGA Engineers / PROJECT L Z - -2_53� / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DATE '4 SHEET 1OF JOB NO. 01 _ d S1 FIGURED BY G 9 j S` 1/et3a1tZ-41.Fr I,900'44c = 7gftf2 9100o"/ z Z 1``I'4 -q_ it 2 - Roc(' Rom �= Ia. '+4-S`+6,5't/2 VF. _ 44 10%o 041 k /9o' =001 fL 3 -c.Aci /s ro4tLdf . grnwd .10: ' 000 1 Copyright 2009, SEGA Engineers pt. 37 ►- tjrr 17 SEGA Engineers PROJECT Lz - ZCg2 Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 p�,/ (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DATE ld4/SHEET OF JOB NO. oci_or01 FIGURED BY G4T 0E -Az WaLL'.s, U r., C co -NT) r 7,1 ��- _ 14 .J L Imit l% ?") t vF" 7114 + c—L�c.,')(Io')(/.o.4''s`)= 3(1 Z'3 3 � 3 = C/f r 3,12434 /61 = S55ptiF Swsl \44L!4 Fi°°z' Vr- =(iz )(!d)U0,1 p'1= 710 '4'01 O V615, _ 670 PuL r 44+2 s t)941-'' /-71 4-4-21L'` Copyright 2009, SEGA Engineers 1.6c1 -1k Inin 5 CTA 2 444 ; SEGA Engineers / Structural & Civil Consulting Engineers 22939 SE 292nd Place Black Diamond, Washington 98010 (360) 886-1017 -St?f.A17\4 ,L %FS/ ti Al C PJT'� SN4&W4- PROJECT L2' ZS3Z JOB NO. p _ Dom% FIGURED BY CHECKED BY DATE /4//Z SHEETq OF , F-Lcka4vFti3 0.qdkf ) /67# rir r s/s--30 g Z -9V* .SH�h►z 1.1�u.'�7 VR= c )L1-0 itiq 4T = / oJoN �`- /,S'�-i,i . 3* �= )) o )0N/3, Copyright 2012, SEGA Engineers fin 47) 1330 'es SEGA Engineers /Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • FAX 886-1016 SHEAR WALL KEY PLAN LaTA30 I CR , SSS PROJECT L2M-2532 JOB NO. 09-059 FIGURED BY GAT CHECKED BY DATE II/26/12 SHEET 9 OF 9 LWTA3O 1131,2 au TO 3x BLOCK.34 TO 3x BLOQG (TTP.2 PLACES) /(TTP. 2 PLACES) LSTA30 - VOR C SILL 12.4 12 MP. 2 PLACES) LSTA30 - 4 SILL TO 3x BLOCKING MP. 2 PLACES) TTP. OP 3) OF 2) SHEAR WALL SCHEDULE Mark Minimum Sheathing (1) Sheathing Nailing (1) Anchor Bolts (2) Remarks (4) it> \ 1/2' OSB or CDX 8d @ 6" O.C. 5/8" @ 60" O.C. Qaii = 230 plf B> J\ 1/2' OSB or CDX 8d @ 4" O.C. 5/8" @ 32" O.C. Qall = 350 plf C� 1/2' OSB 8d @ 3" O.C. 5/8" @ 16" O.C. Qall = 450 plf / or CDX Use minimum 3x studs at abutting panel edges and stagger edge nailing. I1/2" OSB or CDX 8d @ 2" O.C. 3/4' @ 16" o.c. Qall = 600 plf Use minimum 3x studs at all panel edges and stagger edge nailing. I. See Detail 12/S2.0 for Construction Notes: 1) All walls designated "> " are shear walls. Exterior walls shall be sheathed with rated sheathing (24/0, OSB or CDX) and nailed at all panel edges (Blocked) per schedule (uno). Nailing at intermediate framing to be at 12" oc. Nailing not called out shall be per IBC Table 2304.9.1. 2) Use minimum of (2) bolts per sill piece with one bolt located not more than 12" nor less than 5" from each end of each piece. Embed bolts a minimum of 7" into concrete. Use minimum 3" x 3" x'/4' galvanized plate washer for each anchor bolt. 3) Holdowns and other framing hardware by Simpson or equal to be used per plan. Ends of shear walls shall use double studs minimum (UNO). 4) Allowable loads are permitted to be increased by 40% for wind design in accordance with IBC Section 2306.3. Prescriptive Energy Code Compliance for Single Family and Duplex Housing: Zone 1 Project Information Contact Information Plan L2M-2532 Elevation A This set of forms has been developed to assist permit applicants documenting compliance the Washington State Energy Code, (2009 edition). This set is for structures built under the IRC andThC ted in Climate Zone 1. The following forms provide much of the required documentation for plan review. The details noted here must also be shown on the drawings (WSEC 104.2). This form is not a substitute for the energy code itself. To obtain a copy of the energy code, go to the following web address. http://www.energy.wsu.edu/code Option Glazing Area1°: % of Floor GlazingU-Factor Door 9 U -Factor z Ceiling3 Vaulted Ceiling Wall iz Above Grade 4 Wall. int Below Grade 4 Wall- ext Below Grade Floor 5 6 Slab on Grade Vertical Overhead' I Super -Efficient Building Envelope 3 4a Air Leakage Control and Efficient Ventilation 4b Additional Air Leakage Control and Efficient Ventilation R-49 or Efficient Water Heating R-21 R-21 6 Small Dwelling Unit R-10 OI 13% 0.34 0.50 0.20 R-38 Adv. R-38 Int.' TB R-10 R-30 2' R-49 or R-21 R-21 R-10 01I 25% 0.32 0.50 0.20 R-38 Adv. R-38 Int.' TB R-10 R-30 2' R-49 or R-21 R-21 R-10 OIII Unlimited 0.30 0.50 0.20 R-38 Adv. R -38R-10 R-30 2' See WSEC table 6-1 for footnotes — Glazing Schedule Attached to Document Does not apply. (SEE INSTRUCTIONS) Using Prescriptive Option III. All glazing and doors meet maximum U -factor. Alternate heating size method submitted. El Option I or II, Glazing to floor area limit (WSEC 602.7.2) ❑ Area weighted window, skylight or door U -factor (WSEC 602.7.2) ❑ As part of the heating system sizing calculation (IRC M1401.3 & WSEC 503.2.2) R COD Radiant slab: ❑ R-10 foam insulation, continuous with thermal break (WSEC 502.1.4.9) Chapter 9 Options Total of 1 Credit Required Opt. Opt. Description la High Efficiency HVAC Equipment 1 1b High Efficiency HVAC Equipment 2 lc High Efficiency HVAC Equipment 3 2 High Efficiency HVAC Distribution System 3a Efficient Building Envelope 1 3b Efficient Building Envelope 2 3c Super -Efficient Building Envelope 3 4a Air Leakage Control and Efficient Ventilation 4b Additional Air Leakage Control and Efficient Ventilation 5a Efficient Water Heating 5b High Effieciency Water Heating 6 Small Dwelling Unit 7 Large Dwelling Unit 8 Renewable Electric Energy Total Credits WSEC Prescriptive Worksheet (2010 edition) Zone 1 VIEWED FOR COMPLIANCE PPROVED AR 1 3 2013 BUILCity D NGof TDIIV ila IS RECEIVED CITY OF TUKWILA FEB 13 2013 PERMIT CENTER *1200 kwh ❑ CI1.00 N WSUEEP10-010 Copyright 2010 Glazing Schedule Project Information Plan L2M-2532 Elevation A Conditioned Floor Area Sum of All Glazing Areas From Below Glazing to Floor Area Ratio Exterior Doors Plan ID Component Description Contact Information 2532 440 17.38% Sum of UA for Heating System Sizing 602.7.2 Exception Ratio (not to exceed 1 %) 139.0 Door Percent Width Height Glazing Door Door Ref. U -factor Glazed Qt. Feet Inch Feet Inch Area Area UA Sum of Glazing Area, Door Area, and UA (do not include exempt door) Area Weighted U = UA/Area Sum of Area and UA for Heating system size only (include exempt door) Vertical Glazing (Windows, Glazed doors using Exception 602.6 #1) Plan Component Glazing Width Height ID Description Ref. U -factor Qt. Feet Inch Feet Inch Entry Door 30.0 0.200 12.0 1 3 0.320 6 8 3 20.0 4.0 dining room Fire Door (exempt door) 0.320 0.540 dining room 1 2 8 6 8 0.320 17.8 9.6 2 0.320 6 upper entry 1 0.320 32.0 upper entry 6 0.320 2 upper entry 2 0.320 2 bedroom 4 0.320 bedroom 4 clos. 4 0.320 4 utility 1 0.320 One Exempt Swinging Door < 24 Square Feet 6 0.320 2 master bedroom 2 0.320 1 master bedroom 0.320 Sum of Glazing Area, Door Area, and UA (do not include exempt door) Area Weighted U = UA/Area Sum of Area and UA for Heating system size only (include exempt door) Vertical Glazing (Windows, Glazed doors using Exception 602.6 #1) Plan Component Glazing Width Height ID Description Ref. U -factor Qt. Feet Inch Feet Inch WSEC Prescriptive Worksheet (2010 Edition) 37.8 13.6 0.36 37.8 13.6 1 powder room 30.0 0.320 12.0 guest room 6 0.320 5 dining room 3 0.320 32.5 dining room 12.0 0.320 6 dining room 6 0.320 1 great room 8.0 0.320 6 great room 2 0.320 6 upper entry 1 0.320 32.0 upper entry 6 0.320 2 upper entry 2 0.320 2 bedroom 4 0.320 bedroom 4 clos. 4 0.320 4 utility 1 0.320 bedroom 3 6 0.320 2 master bedroom 2 0.320 1 master bedroom 0.320 master bath 5 0.320 4 bedroom 2 2 0.320 upper hall 0.320 6 kitchen 4 2 4 4 WSEC Prescriptive Worksheet (2010 Edition) 37.8 13.6 0.36 37.8 13.6 1 2 30.0 5 12.0 1 6 12.48 5 10.40 3 2 32.5 2 12.0 1 6 5.12 6 6 1 5 8.0 6 6 2 2 6.40 6 6 1 5 32.0 6 6 3 2 3.20 2 2 2 4 1 4 4 1 6 4 6 2 2 2 1 3 3 1 5 4 2 2 4 1 6 4 2 4 4 1 5 4 1 2 5 1 6 8 Sum of Area and UA Area Weighted U = UA/Area Glazing Area UA 10.0 3.20 30.0 9.60 12.0 3.84 39.0 12.48 32.5 10.40 26.0 8.32 32.5 10.40 12.0 3.84 16.0 5.12 16.0 5.12 27.0 8.64 8.0 2.56 9.0 2.88 20.0 6.40 16.0 5.12 24.0 7.68 32.0 10.24 20.0 6.40 10.0 3.20 48.0 440.0 125.44 0.29 WSUEEP10-010 Copyright 2010 Over'iead Glazing Plan Component ID Description Glazing Ref. U Doube Glazed Garden Windows Section 602.7.2 Exception Plan Component ID Description Width Height Qt. Feet Inch Feet Inch Sum of Area and UA Area Weighted U = UA/Area Width Height Qt. Feet Inch Feet inch Sum of Area Sum of Area X 3 (This total is automatically included in the glazing area total.) Glazing UA for Heating System Size Only = Area X 0.63 WSEC Prescriptive Worksheet (2010 Edition) Area UA Area UA WSUEEP10-010 Copyright 2010 SimPie Heating System Size: Climate Zone 1 Project Information Plan L2M-2532 Elevation A Indoor Design Temperature Outdoor Design Temperature Design Temperature Difference (AT) AT = Indoor - Outdoor Design Temp Conditioned Floor Area Conditioned Volume 70 19 Glazing Copy Sum of UA from Glazing Schedule Attic U -Factor 0.027 0.026 R-49 R-38 Advanced Single Rafter or Joist Vaulted Ceilings U -Factor X Area 0.027 R-38 Vented 51 Contact Information 2532 22,264 139 X Area 1609 Above Grade Walls R-21 Floors U -Factor X Area 0.056 R-30 2465 U -Factor X Area 0.029 Below Grade Walls 2' Depth 3.5' Depth 7' Depth Walls Walls Walls U -Factor X 0.042 0.041 0.037 Slab Below Grade 2' Depth 3.5' Depth 7' Depth 1407 Area F -Factor X Length 0.59 0.64 0.57 Slab on Grade R-10 2' perimeter R-10 Full - Heated UA 43.4 = UA UA 138.0 UA 40.8 = UA UA F -Factor X Length 0.54 0.55 Sum of UA Envelope Heat Load Sum of UA X AT Air Leakage Heat Load ((Volume X 0.6) X AT) X .018)) Building. Design Heat Load Air Leakage + Envelope Heat Loss Building and Duct Heat Load 1.15 UA 361 18428 12263 30691 35294 If ducts are located in unconditioned space: Sum of Building Heat Loss X 1.15 If ducts are located in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output Building and Duct Heat Loss X 1.50 WSEC Prescriptive Worksheet (2010 Edition) 150% 52941 Btu / Hour Btu / Hour Btu / Hour Btu / Hour Btu / Hour WSUEEP10-010 Copyright 2010 March 4, 2013 Glenn Almond PO Box 188 Puyallup, WA 98372 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Correction Letter #1 Development Permit Application Number D13-055 Homestead at Foster Point - Lot 4 —13301 57 Av S Dear Mr. Almond, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433-7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File No. D13-055 W:IPermit CenterlCorrection Lettersl20131D13-055 Correction Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: February 15, 2013 Project Name: Homestead at Foster Point, Lot 4 Permit #: D13-055 Nan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. 1. Remove all optional drawings, details and elevations and only provide those drawings, details and elevations that are for the building intended to be built on this lot. 2. Show the specific location of the crawlspace drainage discharge pit on the site plan. 3. Sheet 5 shows two details for firewalls which are inconsistent with the typical prescriptive methods of residential construction for this area and are not consistent with engineered details. Provide clarification for those details or "X" out the specific details not used to prevent confusion for plan review and field inspections. 4. Provide dimensions for roof overhangs. Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. PLAN RE • ING SLIP ACTIVITY NUMBER: D13-055 DATE: 03-11-13 PROJECT NAME: HOMESTEAD AT FOSTER POINT - LOT 4 SITE ADDRESS: 13301 57 AV S Original Plan Submittal _ X Response to Correction Letter # 1 Revision # After Permit Issued Response to Incomplete Letter # DEPARTMENTS: Awl 0 �3•I� Blailt9ing Division Public Works n Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 03-12-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route X Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 04-09-13 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 'PERMIT COORD COPit PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-055 DATE: 02/13/13 PROJECT NAME: HOMESTEAD AT FOSTER POINT, LOT 4 SITE ADDRESS: 13301 57 AV S X Original Plan Submittal _ Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPA TMENTS: uilding Division • Puk Public Works Ar Au) c Iv 07a • Fire Prevention Structural • Planning Division Permit Coordinator El DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete tIK Incomplete DUE DATE: 02/14/13 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUESITHURS ROUTING: Please Route [ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/14/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) tKi Notation: REVIEWER'S INITIALS: DATE: Permit_ Center; Use Only, CORRECTION LETTER MAILED: u — Departments issued corrections: Bldg— Fire ❑ Ping ❑ PW ❑ Staff Initials: (ti • 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 SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3-1/ - at/ Plan Check/Permit Number: D13-055 ❑ 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: Homestead at Foster Point — Lot 4 Project Address: 13301 57 Av S Contact Person: Summa of Revision: Phone Number: _573 - 7c•v ' 3o ver i-eic *olio RI mime (ITV ew Tkn(WD A MAR 112013 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision includin date of revision c Received at the City of Tukwila Permit Center by: 1@— Entered in Permits Plus on r t ('— ( 3 \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: City okukwila Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-433-0179 Fax: 206-431-3665 Web site: http://www.TukwilaWA.ov WATER METER INFORMATION Parcel No.: 2172000229 Permit Number: D13-055 Address: 13301 57 AV S TUKW Issue Date: 05/09/2013 Suite No: Permit Expires On: 12/09/2013 Applicant: HOMESTEAD AT FOSTER POINT, LOT 4 DESCRIPTION OF WORK: CONSTRUCTION OF 2532 SF SFR WITH 391 SF ATTACHED GARAGE AND 94 SF COVERED PORCH WITH INSTALLATION OF UNDERGROUND UTILITIES. PUBLIC WORKS ACTIVITIES INCLUDE: EROISION CONTROL, LAND ALTERING, STORM DRAINAGE, SANITARY SIDE SEWER, WATER METER, AND UNDERGROUNDING OF POWER. FOSTER POINT WATER & SANITARY SEWER CONNECTION CHARGE. TRANSPORTATION IMPACT FEE. THE SHORELINE PERMIT ASSOCIATED WITH THIS BUILDING PERMIT WAS MAILED TO THE DEPARTMENT OF ECOLOGY ON MAY 6, 2013. A 21 -DAY APPEAL PERIOD BEGINS WHEN THE SHORELINE PERMIT IS RECEIVED BY THE DEPARTMENT OF ECOLOGY. IF AN APPEAL IS FILED THIS BUILDING PERMIT MAY BE REVOKED AND ANY WORK COMPLETED UNDER THIS PERMIT MAY HAVE TO BE REMOVED. THE APPLICANT IS PROCEEDING AT THEIR OWN RISK IN COMPLETING OR ENGAGING IN ANY WORK DURING THE 21 -DAY APPEAL PERIOD. METER #1 METER #2 METER #3 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: Perm Worlc Order Number: 21340110 Connection Charge: Y Installation: Y Additional Install Deposit: Plan Check Fee: Y Inspection Fee: Y Turn On Fee: Y $60.00 $490.00 $0.00 $10.00 $15.00 $50.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Subtotal: $625.00 $0.00 $0.00 Cascade Water Alliance (RCFC): Y $6,005.00 TOTAL WATER FEES: $6,630.00 $0.00 $0.00 doc: WTRMTR D13-055 Printed: 07-01-2013 Department of Natural Resources and Pa. Wastewater Treatment Division King County 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 /330/ .�'�''tik Property Street Address y State ZIP / / /itch 6eirvT%-/ /7��JL�j LOwner's ame l ox 198 Owner's Mailing Address Cit State .&3110—.560 Owner's Phone Number (with Area Code) 9e 7/ ZIP Property Contact Phone Number (with Area Code) Party to be Billed (if different than Owner): Name Street Address For King County Use Only Account # No. of RGEs Monthly Rate Sewer District / Agency Contact & Phone Number Date of Sewer Connection D� 7 D Side Sewer Permit Number Required: Property Tax Parcel Number Subdivision Name City State ZIP Residential Customer PIe check appropriate box: Equivalent (RCE) Single-family (free standing, detached only) 1.0 Multi -Family (any shared walls): ❑ Duplex (0.8 RCE per unit) 1.6 ❑ 3-Plex (0.8 RCE per unit) 2.4 ❑ 4-Plex (0.8 RCE per unit) 3.2 • 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = If Multi -family, will units be sold individually? ❑ Yes ❑ No If yes, will this property have a Homeowner's Association? ❑ Yes ❑ No Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 206-684-1740. Lot Number Subdivision veD en's' iaC"C L.A Block Nuri b8 21 2013 Building Name MA�ry 'finriW Please report any demolitions of pre-existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre-existing building? ❑ Yes ❑ No Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑Yes ❑ No I certify that the information given is correct. any deviation will require resubmission of co Signature of Owner/Representative understand that the capacity charge levied will be based on this information and cted dat.. or •d erminationy,- revised capacity charge. Date 2 —�j — Print Name of Owner/Representative 7 l P I 14/1,-17e Contractors or Tradespeople titer 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 HIGH COUNTRY HOMES LLC UBI No. 603088988 Phone 2538405660 Status Active Address Po Box 188 License No. HIGHCCH898DN Suite/Apt. License Type Construction Contractor City Puyallup Effective Date 3/15/2011 State WA Expiration Date 3/15/2015 Zip 98371 Suspend Date County Pierce Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status HIGHCHI01565 HIGH COUNTRY HOMES INC Construction Contractor General Unused 1/25/1999 10/12/2014 Active Business Owner Information Name Role Effective Date Expiration Date BARTELS, JONATHAN K Partner/Member 03/15/2011 Amount BARTELS, KRISTINE A Partner/Member 03/15/2011 01LX0196581284 CASEBER, JEFFREY EDWARD Partner/Member 03/15/2011 CASEBER, LAURA LOUISE Partner/Member 03/15/2011 New Hampshire Insurance Co Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 CBIC SI8956 03/09/2011 Until Cancelled $12,000.00 03/15/2011 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 3 Granite State Insurance Compan 01LX0196581284 11/20/2012 11/20/2013 $1,000,000.00 11/19/2012 2 New Hampshire Insurance Co 01LX019658183 11/20/2011 11/20/2012 $1,000,000.00 11/18/2011 1 New Hampshire Insurance Compan 01LX0196581282 11/20/2010 11/20/2011 $1,000,000.0003/15/2011 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions/Citations Information No records found for the previous 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 05/09/2013 GENERAL NOTES BUILDING CODE: 2009 INTERNATIONAL BLDG. CODE (IBC), AND BY REFERENCE WHERE APPLICABLE THE 2009 INTERNATIONAL RESIDENTIAL CODE (IRC) AS AMENDED BY LOCAL JURISDICTION. ROOF LIVE LOAD = 25 PSF (SNOW) ROOF DEAD LOAD = 15 PSF FLOOR LIVE LOAD = 40 PSF (REDUCIBLE) FLOOR DEAD LOAD = 15 PSF WIND LOAD = 85 MPH WIND SPEED, EXPOSURE SOIL SITE CLASS "D" CONSTRUCTION TYPE: V OCCUPANCY GROUP: R-3 11 U DESIGN CRITERIA: TABLE R3012(1) GROUND SNOW LOAD WIND SPEED SEISMIC DESIGN CATEGORY' SUBJECT TO DAMAGE FROM WINTER DESIGN ''''''' TEMP. ICE SHIELD UNDER- NDER- T REQUIRED REQUIRED FLOOD HAZARDS AIR FREEZING INDEX MEAN ANNUAL TEMP WEATHERING FROST LINE DEPTH TERMIITE DECAY 30 ph) D1/02 MOD 18 SLIGHT- MOD SLIGHT 11 NO PER LOCAL JURISDICTION 50 50 ADDITIONAL REQUIRED SUBMITTAL ITEMS ITEMS TO BE SUBMITTED BY THE OWNER OR CONTRACTOR AT TIME OF PERMIT SUBMITTAL: - MFG. JET. DESIGN AND LAYOUT IF APPLICABLE (FROM MANUFACTURER) - MFG. TRUSS DESIGN AND LAYOUTS (FROM MANUFACTURER) SITE WORK GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOiL BEARING OF 1500 PSF. EXTERIOR FOOTINGS SHALL BEAR 18' (MINIMUM) BELOW FINISI-IED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACKFILL TO BE THOROUGHLY COMPACTED. CONCRETE MINIMUM COMPRESSIVE STRENGTH OF CONCRETE PER TABLE R4022 TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION MINIMUM COMPRESSIVE STRENGTH (fc) AT 28 DAYS MODERATE WEATHERING POTENTIAL BASEMENT WALLS, FOUNDATION 4 OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,500 psi BASEMENT SLABS 4 INTERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLAB. 2,500 par BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS 4 OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 psi (4 1/2% air entrained +/- 1 I/2%) PORGIES, CARPORT. SLABS 4 STEPS EXPOSED TO THE WEATHER 4 GARAGE FLOOR SLAB. 3,000 psi (4 1/2% air entrained +1- I I/2%) CONCRETE 'BATCH TICKET' 91-IALL BE AVAILABLE ON TE FOR REVIEW BY BUILDING OFFICIAL RE INFORCE ING STEEL TO COMPLY WITH ASTM A615 GRADE 40. U.N.O. WALL CONSTRUCTION~TIN GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE R602.3(1) GYPSUM WALL BOARD AT INTERIOR WALLS TO BE FASTENED ACCORDING TO TABLE 81023.5 MINIMUM Th{ICKNESS AND APPLICATION OF GYPSUM BOARD TABLE R1023.5 THICKNESS OF GYPSUM BOARD (INCHES) APPLICATION ORIENTATION OF GYPSUM BOARD TO FRAMING MAXIMUM SPACING OF FRAMING MEMBERS (INCHES OAC.) MAXIMUM SPACING OF FASTENERS (INCHES) SIZE OF NAIL FOR APPLICATION TO WOOD FRAMING NAILS w/o adhesive SCREWS 13 GAGE 1-3/8' LONG 19/64' HEAD0.098' DIA 1-1V�4?,LONG ANNUL"4R-RINGED. 50 C 'OLER NAIL 0.086' i%A."1-5/8' LONG 15/64' HEAD AR GYPSUM BOARD N4lL ..086' DIA. 1-5/8' LONG 9/32' HEAD 1/2• CEILING EITHER DIRECTION 16 1 12 CEILING PERPENDICULAR 24 1 12 WALL EITHER DIRECTION 24 8 12 WALL EITHER DIRECTION 16 8 16 5/8' CEILING EITHER DIRECTION 16 1 12 13 GAGE 1-5/8' LONG 19/foo' HEADAd�98' pIA. I-3/8' LONG ANNULAR -RINGED 6d COOLER'NAIL 0.092' DIA. 1-1/8' LONG 1/4' HEAD OR GYPSUM BOARD NAIL,0.0915' DIA. 1-1/8' LONG 5/64' HEAD GEILING PERPENDICULAR 24 1 12 WALL EITHER DIRECTION 24 8 12 WALL EITHER DIRECTION 16 8, 16 FASTENERS ALL NAILS SPECIFIED ON THIS PLAN SHALL BE COMMON OR GALVANIZED BOX (UNLESS NOTED OTHERWISE) OF THE DIAMETER AND LENGTH LISTED BELOW OR AS PER APPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) Sd COMMON (0.131' DIA., 2-1/2' LENGTH), ad BOX (0.113' DIA, 2-1/2' LONG), 10d COMMON (0.148' DIA., 3' LONG) 10d BOX (0.128' DIA., 3' LENGTH), 16d COMMON (0.162' DIA, 3-1/2' LONG), 16d SINKER (0.148 DIA, 3-1/4' LONG) 5d COOLER (0.086' DIA., I-5/8' LONG ), 6d COOLER (0.092' DIA., I-1/8' LONG) LUMBER GRADES FRAMING LUMBER 31-1ALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN PRODUCTS ASSOCIATION OR THE WEST COAST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE TI -4E FOLLOWING UNADJUSTED DESIGN MiNIMUM PROPERTIES: JOISTS: WOOD TYPE: 2X4 2X6 OR LARGER HF '02 - Fb=915 psi, Fv=150 psi, Fc=1300 psi, E=1300000p61 HP *2 - Fb=915 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi BEAM DF -L *2 - Fb=900 psi, Fv=180 psi, Fc=1350 psi, E=1600000ps1 DF -L *2 - Fb=815 psi, Fv=110 psi, Fc =800 psi, E=1300000par 4X 6X OR LARGER STUDS HF *2 - Fb=915 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi HF *2 - Fb = 915 psi, Fv =150 psi, Fc =1300 psi, E =1300000ps 1 2X4 2X6 OR LARGER POSTS HF *2 - Fb=915 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi HF *2 - Fb =915 psi, Fv =150 psi, Fc =1300 psi, E =1300000ps1 DF -L *I - Fb=1200 psi, Fv=110 psi, Fc=1000 psi, E=1600000ps1 4X4 4X6 OR LARGER 6X6 OR LARGER GLUED -LAMINATED BEAM (GLIB) SHALL BE 24F -V4 FOR SINGLE SPANS 4 24F -V8 FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 P3i, Fv = 165 PSI, Fc = 650 PSI (PERPENDICULAR), E = 1,800,000 P5I. ENGINEERED WOOD BEAMS AND I -JOIST CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS FOR APPROVAL BY BUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST iCC EVALUATION REPORT. BEAMS DESIGNATED AS 'PSL' 51-1ALL HAVE THE MINIMUM PROPERTIES: Fb = 2,900 P51, Fv = 290 P51, Fc = 150 PSI (PERPENDICULAR), E = 2,000,000 P51. BEAMS DESIGNATED AS 'LVL' SHALL HAVE THE MINIMUM PROPERTIES: Fb 2,600 PSI, Fv = 285 PSI, Fc = 150 PSi (PERPENDICULAR), E _ 1,900,000 PSI. BEAMS DESIGNATED AS 'LSL" 31-4ALL HAVE THE MINIMUM PROPERTIES:_ Pb = 1,100 PSI, Fv = 400 P51, Fc = 680 PSI (PERPENDICULAR), E = 1,300,000 PSI. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION 51-4ALL BE L IMTED AS FOLLOWS: FLOOR LIVE LOAD MAXIMUM = L/480, FLOOR TOTAL LOAD MAXIMUM = L/240. 101011===14011011114110" REVISIONS No changes shall bo ma a to the WOOS of work without prior approval of Tukwila -Building Division, NOTE: Revisions will require a new plan submittal and may include additional plan mow few $ SEPARATE PERMIT REQUIRED FOR IV ed Eleatrfaill Plumbing CI Gas Piping City of Tukwila e IL INL DIVISION UJ,4LL CONSTRUCTiON/FRAMING TINUED) PREFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS AS STATED IN THE GENERAL NOTES. TRUSSES SHALL BE DESIGNED 4 STAMPED BY A LICENSED PROFESSIONAL ENGINEER AND FABRICATED ONLY FROM TI -105E DESIGNS. NONBEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER (SUCH AS SIMPSON STC) TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. ALL PERMANENT TRUSS MEMBER BRACING SHALL BE INSTALLED PER THE TRUSS DESIGN DRAWINGS. ROOF/IUALL/FLOOR SHEATHING TYPICAL WALL 4 ROOF SHEATHING SHALL BE 1/16' RATED SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE ad COMMON a 6' O.C. g PANEL EDGES AND 12' O.C. IN FIELD UN.O. ON SHEARWALL SCHEDULE. SPAN INDEX SHALL BE 24/0 FOR WALLS AND 24/16 FOR ROOF. FLOOR SHEATHING SHALL BE 3/4' T4G RATED (40/20) SHEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE ad COMMOM AT 6' O.C. ID PANEL EDGES AND 12' O.C. IN FIELD. SPAN INDEX SHALL BE 40/20 UNLESS NOTED OTHERWISE. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. WALL FLASH --TING APPROVED CORROSION -RESISTANT FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: I. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN I-1/8' (28 mm) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING± JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO OPENINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALLPROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 1. AT BUILT-IN GUTTERS. R4TPROOFINC NOTES: ALL REQUIRERMENTS OF 2009 UNIFORN PLUMMBING CODE WITH WASH STATE AMENDMENTS (UPC) SECT. 313.12 RAT PROOFING STRAINER PLATES ON DRAIN INLETS SHALL BE DESIGNED AND SO THAT NO OPENING IS GREATER THAN 1/2' IN THE LEAST DIMENSION. 313.122 METER BOXES SHALL BE CONSTRUCTED IN SUCH A MANNER THAT RATS CANNOT ENTER A BUILDING BY FOLLOWING THE SERVICE PIPES FROM THE BOX INTO THE BUILDING. 313.12.3 IN OR ON BUILDINGS WHERE OPENINGS HAVE BEEN MADE IN WALLS, FLOORS, OR CEILINGS FOR THE PASSAGE OF PIPES, SUCH OPENINGS SHALL BE CLOSED AND PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS SECURELY FASTENED TO THE ADJOINING STRUCTURE. 313.12.4 TUB WASTE OPENINGS IN FRAMED CONSTRUCTION TO CRAWL SPACE AT OR BELOW THE FIRST FLOOR SHALL BE PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS OR METAL SCREEN SECURELY FASTENED TO THE ADJOINING STRUCTURE WITH NO OPENING GREATER THAN 1/2' IN THE LEAST DIMENSION. DRAFTSTOPPING 4 FIRE IBLOCKING DRAFTSTOPPING WHEN THERE IS USABLE SPACE BOTH ABOVE 4 BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLEY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE 4 A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. DR4FTSTOPPING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION R302.12 FIREBLOCKING FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE BARRIER BETUJEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS: 1.1. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 12. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10ft 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES' SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IRC SECTION R302.1 4. AT OPENINGS AROUND VENTS, PIPES, AND DUCTS AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE IRC SECTION R1003.19. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DUELLING UNIT SEPERATION. FIREBLOCKING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION R302.11.1. LOOSE -FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED. THE INTEGRITY OF ALL FIREBLOCKS SHALL BE MAINTAINED. INSULATiON AND MOISTURE PROTECTION GENERAL MAINTAIN 1" CLEARANCE ABOVE INSULATION FOR FREE AIR FLOW. INSULATION BAFFLES TO EXTEND 6" ABOVE BATT INSULATION INSULATION BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION INSULATE BEHIND TUBS/SHOWERS, PARTITIONS AND CORNERS FACE -STAPLE FACED BATTS FRICTION -FIT UNPAGED BATTS USE 4 MIL POLY VAPOR RETARDER AT EXTERIOR WALLS R-10 INSULATION UNDER ELECTRIC WATER HEATERS. INSULATION MATERIALS INSULATION MATERIAL, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES, AND ATTICS SHALL NAVE A FLAME -SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 EXCEPTIONS: 1 WHEN SUCH MATERIAL ARE INSTALLED IN CONCEALED SPACES, THE FLAME -SPREAD AND SMOKE-DEVELOPEMENT LIMITATIONS DO NOT APPLY TO THE FACINGS, PROVIDED THAT THE FACING 15 INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, FLOOR, OR WALL FINISH. 2. CELLULOSE LOOSE -FILL INSULATION, WHICH 15 NOT SPRAY APPLIED, COMPLYING WITH THE REQUIREMENTS OF IRC R3I63, SHALL ONLY BE REQUIRED TO MEET THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. INFILTRATION CONTROL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, PENETRATIONS IN FLOORS, ROOFS AND WALLS AND ALL SIMILAR OPENINGS SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED CEILING SPACES AND AT EXTERIOR WALLS. A GROUND COVER OF 6 MIL (0.006') BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED 12" AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. FOUNDATION BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH I/4'x3'x3' PLATE WASHERS. WOOD BEARING ON OR INSTALLED WiTHIN 1' OF MASONRY OR CONCRETE TO BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. FOUNDATION SILL BOLTS TO BE 5/8' DIAMETER AT 6'-0' O.C. UN.O. WITH MIN. 1' EMBEDMENT METAL FRAMING CONNECTORS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR USP STRUCTURAL CONNECTORS ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. FIELD CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED LUMBER SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AUJPA M4. (END CUT SOLUTION BY WOLMANIZED WOOD) PER IRC 311.3, FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD 51-IALL BE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER. 6' MIN. CLEARANCE BETWEEN WOOD AND GRADE. 12' MIN. CLEARANCE BETWEEN FLOOR BEAMS AND GRADE. 18' MIN. CLEARANCE BETWEEN FLOOR JOIST AND GRADE. DAMPROOFING EXCEPT WHERE REQUIRED BY SEC. R4062 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL SE DAMPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8' PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL. PARGING 514ALL BE DAMPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING. FOUNDAT1014 (CONTINUED) 1. BITUMINOUS COATING 2.3 POUNDS PER SQ. YD. OF ACRYLIC MODIFIED CEMENT 3. COAT OF SURFACE BONDING CEMENT COMPLYING WITH AWN C 881 4. ANY MATERIAL APPROVED FOR WATERPROOFING IN SEC. R4062 5.OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A MATERIAL 15 APPROVED FOR DIRECT APPLICATION TO THE MASONRY. WATERPROOFING IN AREAS WHERE HIGH WATER TABLE OR OTHER SEVERE SOIL -WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED FROM THE TOP OF FOOTING TO FINISHED GRADE. WALLS 514ALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING. I. 2 -PLY HOT MOPPED FELT 2.55 POUND ROOF ROLLING 3.6 -MIL POLYVINYL CHLORIDE 4. 6 -MIL POLYETHYLENE 5. 40 -MIL POLYMER -MODIFIED ASPHALT 6.60 -MIL FLEXIBLE POLYMER CEMENT 1. 1/8' CEMENT -BASED, FIBER -REINFORCED, WATERPROOF COATING 8.60 -MIL SOLVANT-FREE, LIQUID -APPLIED SYNTHETIC RUBBER EXCEPTION: ORGANIC-SOLVANT-BASED PRODUCTS SUCH AS HYDROCARBONS, CHLORINATED HYDROCARBONS, KETONE AND ESTERS SHALL NOT BE USED FOR ICF WALLS WITH EXPANDED POLYSTYRENE FOAM MATERIAL. USE OF PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND PARGINGS TO SEAL ICF WALLS IS PERMITTED. COLD -SETTING ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE C OF ASTM D 449.140T ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200 DEG. F. ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. EXTERIOR DOORS, WINDOWS AND SKYL ICI -ITS WINDOWS SHALL BE INSTALLED AND FINISHED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. ALL SKYLIGHTS AND SKY WALLS TO BE LAMINATED GLASS UNLESS NOTED OTHERWISE. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 13 2013 City of u Ila BUILDING ISION INSTALLED SECTION R310 -EMERGENCY ESCAPE 4 RESCUE OPNGS SLEEPING ROOMS SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY AND RESCUE OPENING. SUCH OPENING 51-IALL OPEN DIRECTLY INTO A a.. PUBLIC STREET, PUBLIC ALLEY, YARD OR COURT. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY TI -115 SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND F1 COPY DRILLING AND NOTCHING STUDS. DRILLING AND NOTCHING STUDS. PER SEC 8602.6 DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 1. NOTCHING. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTHCED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. STUDS IN NONBEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40 PERCENT OF A SINGLE STUD WIDTH. 2. DRILLING. ANY STUD MAY BE BORED OR DRILLED, PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE IS NO MORE THAN 60 PERCENT THE HOLE IS NO MORE THAN sib INCH (16mm) OF THE STUD WIDTH, THE EDGE OF TO THE EDGE OF THE STUD, AND THE HOLE 15 NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH. STUDS LOCATED IN EXTERIOR WALLS OR BEARING PARTITIONS DRILLED OVER 40 PERCENT AND UP TO 60 PERCENT SHALL ALSO BE DOUBLED WITH NO MORE THAN TWO SUCCESSIVE DOUBLED STUDS BORED. SEE FIGURES R602b(I) AND R602.6(2). EXCEPTION: USE OF APPROVED STUD SHOES 15 PERMITTED WHEN THEY ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. DRILLING AND NOTCHING OF TOP PLATE. PER SEC R602.6.1 WHEN PIPING OR DUCTWORK 15 PLACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR LOAD BEARING WALL, NECESSITATING CUTTING, DRILLING OR NOTCHING OF THE TOP PLATE BY MORE THAN 50 PERCENT OF ITS WIDTH, A GALVANIZED METAL TIE OF NOT LESS THAN 0.054 INCH THICK (131mm) (16 ea) AND 112 INCHES (38mm) WIDE SHALL BE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF THE OPENING WITH NOT LESS THAN EIGHT 16d NAILS AT EACH SIDE OF EQUIVALENT. SEE FIGURE R602.6.1. -EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING. INSPECTIONS AND ENFORCEMENT POSTING OF CERTIFICATE U.SEC 105.4 A PERMANENT CERTIFICATE SHALL BE POSTED WITHIN THREE FEET OF THE ELECTRICAL DISTRIBUTION PANEL. THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. THE CERTIFICATE SHALL LIST THE PREDOMINANT R -VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, BASEMENT WALL, CRAWLSPACE WALL AND/OR FLOOR), AND ��CUE OPENING FROM tHE INSIDE. DUCTS OUTSIDE THE CONDITIONED SPACES, U -FACTORS FOR MINIMUM OPENING AREA: ALL EMERGENCY ESCAPE Plan faew aPProvid Bulled band r FENESTRATION, AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF AND RESCUE OPENINGS SHALL HAVE A MIN. NET d*� �autho �rI�FENESTRATION. WHERE THERE IS MORE THAN ONE VALUE FOR EACH CLEAR OPENING OF 5.1 SQ. Ft. COMPONENT, THE CERTIFICATE SHALL LIST THE VALUE COVERING THE EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE 1i ( any or �. ILARGEST AREA. THECERTIFICATESHALL LIST THE TYPE AND A MIN. 5.0 SQ. FT. MINIMUM OPENING HEIGHT: THE MiN. NET CLEAR OPENINGS HEIGHT SHALL BE 24 INCHES. MINIMUM OPENING WIDTH: THE MIN NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. MAXIMUM SiLL HEIGHT: MAX. 44' >tilrr J IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12' ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24' ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH TI -4E WINDOW 15 LOCATED. SAFETY GLAZING SHALL BE INSTALLED IN TI -IE FOLLOWING LOCATIONS OR AS OTHERWISE REQUIRED; PER IRC SECTION 8308.4 SIDE. HINGED DOORS 2. SLIDING GLASS DOORS AND PANELS IN SLIDING 4 BI -FOLD CLOSET DOOR ASSEMBLIES STC3TRM DOORS 4 44, 4. SHOWER AND BATH TUB, 1-40T TUB, WHIRLPOOL, SAUNA, STEAM ENCLOSURES 5. GLAZING LU/ THE EXPOSED EDGE WITHIN A 24' ARC OF EITHER VERTICAL EDCkE,� OF A DOOR IN THE CLOSED POSITION 4 BOTTOM EDGE IS LESS THAN 60' ABOVE at approvednekl. , 0 3 Oty Of ltikwIla BUILDING DIV 0f1 THE WALKING SURFACE 6. GLAZING GREATER THAN 9 S.F. AND LESS THAN 18" ABOVE FINISHED FL'OR 1. GLAZING IN GUARDRAILS 8. GLAZING LESS THAN 18" ABOVE FINiSI--IED FLOOR 9. STAIRWAYS, LANDINGS 4 RAMPS WITHIN 3e." HORIZONTAL OF WALKING SURFACE AND 60" ABOVE ADJACENT WALKING SURFACE k. MECI-IANICAL HEATING EQUIPMENT ALL WARM -AIR FURNACES SHALL BE LISTED AND LABELED BY ,AN APPROVED AGENCY AND INSTALLED TO LISTED SPECIFICATIONS, NO WARM -AIR FURNACES SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR iN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, ENCLOSED FURNACES AN ELECTRIC HEATING FURNACES. LIQUEFIED PETROLEUM GAS -BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT. BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GAS MIGHT COLLECT. APPLIANCES 50 FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED GAS. HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATES A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18' ABOVE THE FLOOR LEVEL. TEMPERATURE CONTROL THE PRIMARY SPACE CONDITIONING SYSTEM WITHIN EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERTURE WSEC SEC. 503.8.1 VENTILATION GROUP R OCCUPANCIES SHALL BE PROVIDED WITH VENTILATION SYSTEMS WI -ITCH COMPLY WITI-1 THE SECTION M15085 OF THE 2009 IRC AND WASHINGTON STATE AMENDMENTS. MINIMUM SOURCE -SPECIFIC VENTILATION IS REQUIRED IN THE FOLLOWING LOCATIONS AND AS OTHERWISE SPECIFIED: A. BATHROOMS: 50 cfm B. LAUNDRIES: 50 cfm C. WATER CLOSETS: 50 cfm D. KITCHENS: 100 cfm EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OR TYPE BW GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF iTS LISTING, MFR'S INSTALLATION INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS.,_ A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE THE HIGHEST POINT WHERE THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' OF THE VENT. INTEGRATED 24 HR WHOLE HOUSE VENTILATION SYSTEM. SEC M1508.5 * INTEGRATED WHOLE HOUSE VENTILATION SYSYEMS SHALL PROVIDE OUTSIDE AIR AT THE RATE USING SECTION M1508.3. INTEGRATED FORCED -AIR VENTILATION SYSTEMS SHALL DISTRIBUTE OUTDOOR; AIR TO EACH HABITABLE ROOM THROUGH THE FORCED AIR SYSTEM DUCTS. • USING A SUPPLY FAN W/ MANUAL 4 MOTORIZED DAMPER • FAN TIMER EXTERNALLY LOCATED ON THE SIDE OF FURNACE. 220 CFM REQUIRED UJ/ A RUN TIME OF 8 HRS. MIN. FAN MUST OPERATE AT LEAST ONCE EVERY THREE HOURS SO VENTILATION EFFECTIVENESS CAN BE 10 • 8' SMOOTH WALL PIPE (OPERATION DESCRIPTION TO BE PROVIDED PER M1508) SYSTEM TO BE TESTED AT FINAL INSPECTION 4 LABELED UTILTY ROOM NOTES/MAKE UP AIR: I. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGHT OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE UP AIR. WHERE A CLOSET 15 DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR MEANS. = 100 50 INCH TRANSFER GRILL PER IMC 504.5 FFICIENCY OF HEATING, COOLING, AND SERVICE WATER HEATING EQUIPMENT, DUCT LEAKAGE RATES INCLUDING TEST CONDITIONS AS SPECIFIED IN SECTION 503.102, AND AIR LEAKAGE RESULTS IF A BLOWER DOOR TEST WAS CONDUCTED. DUCT LEAKAGE TESTING: DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH RS -33, USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED IN 2009 WSEC SEC. 503.103 HVAC DUCTS MAY NOT DISPLACE REQUIRED INSULATION AND BUILDING CAVITIES MAY NOT BE USED AS DUCTS PER 503.10.1 WSEC BUILDING AIR LEAKAGE TESTING 2009 WSEC SEC. 502.4.5 'TESTING SHALL OCCUR AT ANY TIME AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIONS OF THE BUILDING ENVELOPE. WHEN REQUIRED BY THE BUILDING OFFICIAL, THE TEST SHALL BE CONDUCTED IN THE PRESENCE OF DEPARTMENT,,STAFF: THE BLOWER DOOR TEST RESULTS` SHALL BE RECORDED ON THE CERTIFICATE REQUIRED IN SEC. 105.4. LIGI-ITING WSEC SECTION 505 5051,PINTERIOR LIGHTING: A MINIMUM OF 50 PERCENT OF ALL LUMINAIRES SHALL BE HIGH EFFICACY LUMINAIRES. -EXCEPTION: LIGHTING THAT COMPLIES WITH THE PRESCRIPTIVE LIGHTING OPTION IN SECTION 1520 OR THE LIGHTING POWER ALLOWANCE OPTION IN SECTION 1530. 5052 /505.3 EXTERIOR LIGHTING: LUMINAIRES PROVIDING OUTDOOR LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT 514ALL BE HIGH EFFICACY LUMINAIRES. -EXCEPTIONS: 1) PERMANENTLY INSTALLED OUTDOOR LUMINAIRES THAT ARE NOT HIGH EFFICACY SHALL BE ALLOWED PROVIDED THEY ARE CONTROLLED BY A MOTION SENSOR(S) WITH INTEGRAL± PHOTOCONTROL PHOTOSENSOR 2) PERMANENTLY INSTALLED LUMINAIRES IN OR AROUND SWIMMING POOLS, WATER FEATURES. 5053 LINEAR FLUORESCENT FIXTURES: LINEAR FLUORESCENT FIXTURES MUST BE FITTED WITH T-8 OR SMALLER LAMPS (BUT NOT T -I0 OR T-12 LAMPS). STAIRWAY ILLUMINATION PER SEC 3036 IRC ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS. INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF EACH LANDING OF THE SYAIRWAY. EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE TOP LANDING OF THE STAIRWAY. RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER CORRECTION tl3O5Sb *REFER TO PL_,4N FOR OPTION SELECTION* ALL GLAZING TO BE IN COMPLIANCE WITH THE LATEST WASHINGTON STATE ENERGY CODE. TOTAL GLAZING AREA AS 0 % OF GROSS FLOOR AREA = WINDOW AREA/FLOOR AREA= % OPTION GLAZING AREA % OF FLOOR AREA GLAZING U -FA_ CTOR VERTICAL OVERHEAD DOOR U -FACTOR CEILING VAULTED CEILING G G WALL -INT. WALL -EXT. G D FLOOR 13% 034 0.50 0.20or R-49 Ave R-38 R-21 NT R -2I R -I0 R-30 R -I0 2' 11 25% 032 0.50 020 R-49 4DV R-38 NT R-21 R-10 R-30 R-10 2' 111 UNLIMITED 030''_ 0.50 020 or R-3 ADV R-38 R-21 NT R -2I R -I0 R-30 U■0.029 R -i0 2' •• 1 O gov .:. old 14 M cta 1a •. 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder mud struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: Date: 2013 N-1 WEATHER RESISTANT BARRIER OVER SHEATHING OR SUBSTRATE FINISH SIDING GSM TRIM FLASHING WITH 5" MIN. VERTICAL LE6 HORIZONTAL WOOD TRIM HORIZ. TRIM pot SHEATHING/UJOOO STUDS N.T.S. 2x6 EXTERIOR WALL 1/16' FLY OR OSB SHEATHING, TYP. SIDING PER ELEVATIONS OVER VAPOR BARRIER, PRE -FINISHED CONTINUOUS SHEETMETAL FLASHING, TYP. COMP. ROOFING OVER VAPOR BARRIER ATOP 1/16' PLY OR OSB SHEATHING, TYP. TRUSS OR RAFTER PER PLAN ROO; TO UJ41-1- Pl..4SHING DET I1- N.T.S. 12 12 MASONRY VENEER- GENERAL NOTES - MAXIMUM THICKNESS 5 INCHES 4 30 FEET HEIGHT. - SDC D1 4 D2 MAXIMUM 4 INCHES THICK 4 MUST HAVE WALL BRACING. - NOT OK TO SUPPORT ADDITIONAL LOADS ON MASONRY VENEER - MINIMUM 3/4 GAP BETWEEN TOP OF VENEER 4 STRUCTURAL FRAME INCLUDING ROOF RAFTERS. - METAL TIES MAXIMUM 24 INCHES HORIZONTAL 4 VERTICAL SPACING. - TIES IN SDC D1 4 D2 MUST SUPPORT NO MORE THAN 2 SQ FT OF WALL AREA (HOOK INTO VENEER REINFORCEMENT WIRE. - FLASHING TO EXTERIOR REQUIRED AT ALL OPENINGS 4 HORIZONTAL TRANSITIONS. - MINIMUM 3/16 INCH WEEPHOLES REQUIRED ABOVE FLASHING MAXIMUM 33 INCHES ON CENTER - AIR SPACE MINIMUM 1 INCH - MAXIMUM 4 1/2 INCHES BETWEEN SHEATHING 4 VENEER OR MORTAR OR GROUT FILL OVER WEATHER -RESISTANCE MEMBRANE. - WATER RESISTANT BARRIER REQUIRED BEHIND THE EXTERIOR VENEER PER R1032 1111111�\\\\�\�\�\�\\\ A6` 5/4x8 BAND BD. ATOP SLAB ® FRONT 4 REAR PORCHES W/ FLASHING NOT 5/4x4 DR. 4 WNDW. TRIM COVERED PORCH ONLY 1 12 VATI ON 1/4"=11-0" LINE OF OPTIONAL GARAGE SEE SHT'S 1-8 `\ /111111111-1 \\\\\\\\\sib= i \\\\\\\\\\\'\\\\\\\ \\\\\\\\\\\ illi LINE OF OPTIONAL GARAGE SEE SHT'S 1-8 5/4x8 BAND SP. IN/ FLASHING GABLE END VENTS GABLE END DECO BRACE COMP ROOF 5/4x10 BARGE W/ 1X6 4 1X3 RAKE TRIM SHAKE SIDING EASTX AT I ON 1/4"=1'—O" 5/4x8 BAND P. ATOP SLAB ® FRONT 4 REAR PORCHES W/ FLASHING REVIEWED FOR CODE COMPLIANCE APPROVED MAR 13 2013 City of Tukwila BUILDING DIVISION 5/4x6 WINDOW , POOR 4 CORNER TRIM ® FRON 6" EXP. HORIZ. SIDING - CONT. GUTTER CEDAR SHAKE SIDING 5/4x4 CORNER BD'S STONE VENEER (ADHERED) GRADE TO SLOPE AWAY FROM FOUNDATION A MIN. OF 6" WITHIN THE FIRST 10' COPYRIGHT 2009 Landmark Design Inc. ALL RIGHTS RESERVED OPTIONAL STONE VENEER HOUSE NUMBERS TO BE VISIBLE 4 LEGIBLE WITH CONTRASTING BACKGROUND FROM THE STREET FRONTING THE HOUSE. ADDRESS NUMBER SHALL BE MIN. 4' HIGH 4 A MIN. STROKE WIDTH OF 1/2' PER SEC. 8319.1 SCUT !VAT I ON 1/4' =1'-0" b (3- 01/4,55 0 al 0_ 0fi "f 111 Z N � ze 0� 5/4x8 BAND BD. ATOP SLAB ® FRONT 4 REAR PORCHES W/ FLASHING RECEIVED CITY OF TUKWILA MAR 112013 PERMIT CFNTFR •• re,.5 P •;• ic AtC 69 gaff A y�' M 4t 0 4t w 0-1 w 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home ie to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2532 Date: 1-29-13 1 13I -11i1 30'-0' 301-0' ♦ ♦ 6/0x4/0 4/0x4/0 FX S.G. %%%///%//%///%///%/%%//%%//////%%//////%/%%% EGRESS 4 6/0x5/0 XO MATER BEDROOM 8' CLG. OPTIONAL VAULT R. BATH CLC. 5,_ 7/////////• �� i% SLI II lid 1L OPTIONAL MANUF. NAT. GAS METAL =(REPLACE I INSTALL PER MFR SPECS.r - -11 X DINING ROOM 9' CLG. COVERED PORCH CONC. ZIN m W1 OPT. VAULT •• r54MV •�� C �T-� if u ek A C y� 11.3 2/0x5/0 FX 5/0x5/0 XO 2/0x5/0 FX 01 ♦ ♦ • BEDROOM -2 8' CLC. REVIEWED FOR CODE CPLIANCE APPROVED MAR 13 2013 100 CFM 4os MANUF. NAT. GAS METAL FIREPLAC INSTALL PER MFR SPECS. BEDROOM -3 8' CLG. 10I-9. City of Tukwila BUILDING DIVISION 2'-3' 5'-9i' y • �4 3'-11i' 51-1? 3'-11' DN 16 R N L REFER; ii�iaiiiiik ,,4 / /, UND PRO PE 8' H1' 2006-2009 WSEC 503.11 Pipe Insulation: All piping shall be thermally insulated in accordance with Table 5-12. EXCEPTION: Piping installed within unitary HVAC equipment. Cold water pipes outside the conditioned space shall be insulated in accordance with the Washington State Plumbing Code (Chapter 51-56 WAC). 0 H4t /I%72MMWTMEM =' WUM, MEDIUMS!' (2) 2/0x2/0 FX w/ 6' MULLIONS SG / - PROVIDE EXPANSION TANK - PROVIDE SEISMIC STRAPPING - TPRV TO TERMINATE TO OUTSIDE - PILOT 4 CONTROLS TO BE 18' MIN. OFF FLOOR - PER ASH RAE 90-A-80 0x4/6 XOX S.G. ENTRY OPEN TO ABOVE 2X6 WALL GARAGE USE 1/2' GWB ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/8' TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/21 GWB NO DUCT OPENINGS IN GARAGE. 2/0x5/01 FX DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. 6'-2' 13'-1' .SO\IER D PORG IRC 304.6 Outdoor combustion air for gas appliances. 304.6 Outdoor combustion air shall be provided through opening(s) to the outdoors in accordance with Section 304.6.1 or 304.6.2. The minimum dimension of air openings shall be not less than 3 inches. 304.6.1Two permanent openings, one commencing within 12 inches of the top and one commencing within 12 inches of the bottom of the enclosure, shall be provided. Where communicating with the outdoors through horizontal ducts, each opening shall have a minimum free area of not less than 1 square inch per 2,000 Btu/h of total input rating of all appliances in the enclosure. OR 304.6.2 One permanent opening, commencing within 12 inches of the top of the enclosure and shall have a minimum free area of 1 square inch per 3,000 Btu/h of the total input rating of all appliances. s D 13..oss- 4' MIN 2X STUD WALL / CONC WALL 2 1/4' QS X 5' LAG SCREWS • STUD WALL 2-3/S' X 5' BOLTS W/ SIM( SON VGC ADI-IESIVE * CONC WALL 16 GA STEEL STRAPPING 1AU Tial INNTIaE UTF ER4 LOWER ONE-THIRD OF THE APDL. 4 A MIN. OF 4' FROM CONTROLS HOLD WATER HEATER TIGHT TO GWB * BACK FLEXIBLE WATER CONNECTIONS 2X4 LEDGER PRESSURE TREATED • CONC WALL 16 GA STEEL STRAPPING AROUND EUT4LATHIN THE PER R ONE-THIRD OF THE APPL. 4 A MIN. OF 4' FROM CONTROLS FLEXIBLE GAS CONNECTION ANCHOR WH TO BASE - BASE TO FLOOR NO SCALE 30'-0' UPPER LOOR. 1/4"=1'-O" NOTE- FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER WATER HEATER SUPPORT STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. PAIS GENERAL NOTES: 1. ALL WORK TO BE IN CONFORMANCE WITH 2009 IRC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER WALLS TO BE WATERPROOF TO MINIMUM 12' ABOVE DRAIN. 6. SHOWER TO BE LIMITED TO MAXIMUM 2.5 GPM. FLOW. 1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF FLOOR TO BE SAFETY GLASS 9. SMOKE DETECTORS TO BE INSTALLED PER SEC 83143 IN THE FOLLOWING LOCATONS: IN EACH SLEEPING ROOMS, OUTSIDE EACH SEPERATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND I-IABITAL ATTICS. ALARMS TO BE INTERCONNECTED IN SUCH A MANNER TI -IAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. D. =SMOKE ALARM -CARBON MONOXIDE COMBO. T • 16/0 x 8/0 O.H. DOOR 16'-3' RO. BLUE 18 AWG TRACER WIRE REQUIRED AT NON- METAL WATER SERVICE PIPING PER UPC 6048. 30'-0' 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. 315.1 AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2009 IRC 4 WA. STATE AMENDMENTS SEC 8315.1. 11. INSULATE ALL WATER PIPES PER UPC SEC 313.6 MINIMUM R-3 INSULATION 12. FLEX GAS PIPING IS TO BE PROTECTED PER G2415.5. PIPING SHALL BE PROTECTED W/ No 16 GAGE STL. SHIELD PLATES PLATES SHALL COVER THE AREA OF THE PIPE WHERE THE MEMBER 15 NOTCHED OR BORED AND 51-IALL EXTEND A MIN. OF 4' ABOVE SOLE PLATES, BELOW TOP PLATES AND TO EACH SIDE OF A STUD, JOIST OR RAFTER 13. ATTIC 4 CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 14. WHOLE HOUSE VENTILATION 24 HR TIMER READILY ACCESSIBLE 4 WITH LABEL AFFIXED TO CONTROL THAT READ5 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) = 100 SQ INCH TRANSFER GRILL PER IMC 504.5 LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN 1.5 INCHES FROM TOP OF THRESHOLD. (83113.1) • RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER MA I N OOiR. FLAN MAIN 1 L OOR: UPPER L00R: TOTAL : GARAGE : IIS( S. T. 1401 SQ. T. 25S2 SO. T. 5,11 SQ. FT. COPYRIGHT 2011 Landmark Design Inc. ALL RIGHTS RESERVED ALL GLAZING TO BE IN COMPLIANCE WITH THE LATEST WASHINGTON STATE ENERGY CODE. TOTAL GLAZING AREA AS L% OF GROSS FLOOR AREA = 440 SF/2532 =11.38 % OPTION GLAZING AREA % OF FLOOR AREA GLAZING U -FACTOR VERTICAL OVERHEAD DOOR U -FACTOR CEILING VAULTED CEILING IUALL. GRADE IUALL-NT. IUALL-EXT. W G OD, FLOOR ON6. Giv DE 13% 034 050. 020 R-49 R-38 HIGH DENS. R-21 R-21 R -I0 R-30 R-10 * II 25% 032 050 020 R-49 R-38 HIGH DENS. R-21 R-21 R-10 R-30 R-10 III UNLIMITED 030 0.50 020 R-49 1-11G1-13DENS. R-21 R -2I R -I0 R-30 R-10 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural tructural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2M-2532 Date: 2 30'-0' U 0 • '1I 41-0' 4'-0' 2 - J • N 13 2.0 4X10 DF2 iiDE===111=IC31IC _ YP. 51-2i' 5'-2i' 5 -2i1 13'-2 4' CONC. SLAB OVER 4' COMPACT SAND AND GRAVEL BASE * 4 BARS 18' O.C. ill III I -I— -I-- -I— -I— I11 11 L 5'-2i1 5'-2 r 1 a d20 OHO Y� O 21-1011 21-10' 1 AK la ==rte==. = 2'-10' Ci1RR141UJ-SP,4CE 6 MIL VISQUEEN VAPOR BARRIER THROUGHOUT CRAWLSFACE LAP SPLICES 12'. (BLAOK) 4'-4 4 2'-3' 2'-11 API 41 at 10 -sus-._:. `l:_.,, 4 )% V''A ‘‘‘\\IFf71$111F:0°. ‘‘' 0 19'-31 52.1 0' 4' CONC. SLAB OVER 4' COMPACT SAND AND GRAVEL BASE SLOPE 3' TO DOORS ).- 16'-3' r N r • 1-7111 I 1 1 1 * 4 BARS 18' O.C. 4' CONC. SLAB OVER 4' COMPACT SAND AND GRAVEL BASE 5i1 // '-6I, 191-3' _ 41-31 61-6' ♦ c'1 L 1 30'-0' 60UWAiION P�AN I/4"= I' -O" STHD EDGE DISTANCE 1-1/2' MIN BUILDER TO DETERMINE IF STHD OR STI-ID/RJ IS APPROPRIATE. COPYRIGHT 2009 Landmark Design Inc. ALL RIGI-ITS RESERVED 4x4 P.T. POST W/ PB BASE ON 24'x24'xI2' CONCRETE FTG. 4' 0 SCHED. 40 STL. BOLLARD 4-3/8'X3' ANCHOR BOLTS (SIMPSON TITAN HD OR EQ) 4' CONCRETE SLAB S STTAN DORMPON IHEQ) {.1/2'X8'X8' SIDE VIEW TOP VIEW VEHICLE IMPACT BARRIER DETAIL 411111.- IDENTIFY LOT LINES 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 NEC 250.50. concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of 1/z" or larger reinforcement bar or #4 copper wire, located 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.) • FOUNDATION NOTES: 1. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. 2. ALL W001D IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL BEAMS TO BE 4xI0 DFE*2 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA. x 8' CONC. PADS UNLESS NOTED OTHERWISE. 4. ALL POSTS TO BE ANCHORED AGAINST LATERAL MOVEMENT. 5. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE. 6. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT, BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. PROVIDE MINIMUM 18'-24' CRAWL ACCESS. * CRAWL ACCESS HATCHES OR DOORS 51-IALL BE WEATI-IERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 8. PROVIDE CRAWL SPACE VENTILATION PER IRC. * FOUNDATION VENTS 51-1ALL SE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION s. INTERIOR GRADE OF CRAWL SPACE 31-1ALL BE SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER 10. ® INDICATES POINT LOAD FROM ABOVE II, 1 INDICATES 'SIMPSON' HOEDOWN REVIEWED FOR CODE COMPLIANCE APPROVED MAR 1 3 2013 City of Tukwila BUILDING DIVISION 12. SEE 51-IEARUJALL SCHEDULE FOR ANCHOR BOLT SIZE 4 SPACING. 61 -IT 5 1.0 ass LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN 1.5 INCHES FROM TOP OF THRESHOLD. (8311.43) RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER VENTILATION USE 3' x 3' x 1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS CRAWL SPACE VENTILATION TOTAL NET FREE AREA REQ'D 1131/I50 = 154 SQ. FT. PROVIDE SCREENED VENTS FOR VENTILATION W/ ONE OPENING WITH1N 31-01 OF EACH CORNER OF THE BLDG. PER SEC. R408 12 VENTS REQUIRED rA C W44. 11 •;• a; 744tC 8 r A ori z- jj 4:4 ?).z.1 0:1 d 0 Eml w a w 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plane reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2532 Data: 1-29-13 3 LSTA30 - HDR 4 SILL TO 3x BLOCKING. (TYP. 2 PLACES) MANF. T 2 6124' USSES 12 � C. ROOF FRAMING NOTES: 1. ALL HEADERS TO BE 4x8 DP *2 UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED W/ R-10 RIGID INSULATION 2. ALL OTHER TRUSSES: • SHALL CARRY MANUFACTURERS STAMP. • SHALL HAVE DESIGN DETAILS AND SPEC- IFICATIONS ON SITE FOR FRAME INSPECTION. • SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS. 3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS MINIMUM 22'x30' PER IRC SEC 801.1 • ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 5. PROVIDE ATTIC VENTILATION PER IRC SECTION 8806. ALL FRAMING TO COMPLY WITH IRC SECTION R602. NAIL SIZE AND SPACING TO CONFORM TO IRC SECTION R602, TABLE R6023. LSTA30 - HDR 4 SILL TO 3x BLOCKING. (TYP. 2 PLACES) LSTA30 - SEAM TO TOP PLATE 31/2 x9GLB 81/2 x 18 GLIB REFER TO SHEAR WALL SCHED. I -IAN 3ERB PER hili: -ii iW/ i,74,,,./4%,767/...."7///4 r BEARING W 4X10 BEAR NG ALL DBL: TOP PLATE R -IO RI6I1, INSULATION O EXTERIOR SIDE OP WALL (SHADED AREA) 4X HEADER KING STUD EXTERIOR PLYWOOD TRIMMER BEARING WALL ./ A✓/ / / //, 4/ / /7 0 AO -/I NSULAT I ON SET/A1, NTS (3) 2x�' I A WILMUMML % MIL. HANGERS PER MFG. MANF. TRUSSES m 24' O.C. 111 (4) 2x4 GIRDER ABOVE BEARING WALL 51/2 x 13,5 G LL.�n rl IS n ItL (3) 2x6 (4) 2x4 HOLD -UP (3) 2X12 HOLD-UP Ste 1 1 3 1/2' X 31/2 x12GLB SIM LSTA18 - BEAM TO RIM JOIST 6X6 PT POST W/ ECCQ CAP CBQ BASE REVIEWED FOR CODE COMPLIANCE APPROVED MAR 13 2013 City of Tukwila 1 BUILDING DIVISION FRAMING NOTES: 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/ 8d NAILS a 24' OC. NAILED TOP 4 BOTTOM STAGGERED EA SIDE. 2. ALL HEADERS TO BE 4x8 DF *2 UNLESS NOTED OTHERWISE. S AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED UJ/ R -I0 RIGID INSULATION 3. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 4. SOLID BLOCK OR BRIDGE AT MIDSPAN OF ALL FLOOR JOISTS WITH SPANS GREATER THAN 10'-0'. 5. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH AND AT EACH SUPPORT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 6, ® INDICATES POINT LOAD FROM ABOVE. 1. • MSTC 40 STROPS PER STRUCTURAL UNLESS NOTED OTHERWISE S2.0) LSTA30 - HDR 4 SILL TO 3x BLOCKING. (TYP. 2 PLACES) (TYP. OF 2) OO RAPIN& P AN I/4"= I' -O" 4X4 FT POST W/ PC CAP (TYP OF 2) COPYRIGHT 2007 Landmark Design Inc. ALL RIGI-ITS RESERVED ATTIC VENTILATION SHALLRSE 1/300 OF THHE2, THE NET BE EVENTED, AREA WITH 50% OF REQUIRED VENT AREA TO BE LOCATED MIN. 3' ABOVE EAVE VENTS. THE BALANCE OF REQUIRED VENT AREA TO BE PROVIDED AT EAVES NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 600. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. (TYP. OF 2) SECOIW e=0® I/4"= 1 1_0" REFER TO SHEAR WALL SCHED. =RAM I Na FLAN RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER •. w+a 76 if 3 CIr Z • s° 72 az1-1 go. 0 4t w w 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder mud struct— ural tructural engineer for compli— ance to specific site con— ditions. 4. These. plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2532 Date: 3-S-13 4 STAIR NOTES: * STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND BOTTOM. ALL USABLE SPACE UNDER STAIRS TO BE 1 HOUR CONSTRUCTION. MAXIMUM RISE TO BE 7-3/4". MINIMUM RUN TO BE 10". MINIMUM HEAD HEIGHT TO BE 6'-8". MINIIMUM STAIR WIDTH TO BE 36". PROVIDE CONTINUOUS HAND RAIL 34" TO 38" OFF TREAD NOSING AND MUST EXTEND BEYOND BOTTOM TREAD. PROVIDE GUARD RAILS AT LANDINGS MINIIMUM 36" HIGH W/ CLEAR SPACE HANDGRIP PORTION OF HANDRAIL SHALL BE NOT LESS 1 1/4" NOR MORE THAN 2" IN CROSS SECTIONAL DIM. * WINDING STAIRS PER CURRENT I.B.C. * SPIRAL STAIRS PROVIDE MIN 7 1/2" RUN ® A POINT 12" FROM WHERE TREAD IS NARROWEST PER CURRENT I.B.C. 4' SPHERE SHALL NOT PASS THROUGH 2 i 4 10' MIN. TREAD TREAD HANDRAIL TO BE PRESENT ON 014 AT LEAST ONE SIDE OF STAIR HANDGRIP PORTION OF HANDRAILS SHALL HAVE CIRCULAR CROSS SECTION OF 114' MIN. 4 234' MAX. EDGES SHALL HAVE A MN. RADIUS OF tes'. MK • REQUIRED GUARDRAILS TO BE 36' T. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 44 INCHES (101mm) TO PASS THROUGH. MAX NOS 7 1) - 2X4 THRUST BLOCK CONT. HANDRAIL 34'-38' Ai3OVE TREAD NOSING. PICKETS PER IRC 312.1 ON OPEN SIDE 1' PT RISERS P.T. 2X12 TREADS TO STRINGERS 36'X36' MIN. LANDING CONC PAD ' SPHERE UNABLE TO PASS THROUGH OPENING BELOW STAIR INSTALL it GUM • CEILING, AND WALLS (3) 2X12 STRINGERS FIRE BLOCKING s MID -SPAN AND IN STUD WALLS ALONG AND IN LINE WITH STRINGERS IF AREA UNDER STAIR IS UNFINISHED INTERIOR HL 35 ANGLE SUPPORT DECK JOISTS PER PLAN DBL JST HU212 MIL. HANGERS AT EA. STRINGER 3-2X12 P.T. STRINGERS EXTERIOR NO SCALE J TYPICAL STAIR DETAIL AND NOTES —Ica 11 GRADE REVIEWED FOR CODE COMPLIANCE APPROVED MAR 13 2013 City of Tukwila BUILDING DIVISION ATTIC VENTILATION PER CURRENT I.R.C., THE NET FREE VENT AREA SHALL BE 1/300 OF THE AREA TO BE VENTED, WITH 50% OF REQUIRED VENT AREA TO BE LOCATED MIN. 3' ABOVE EAVE VENTS. THE BALANCE OF REQUIRED VENT AREA TO BE PROVIDED AT EAVES ROOFING SHINGLE 235" IN COMPOSITION 15* FELT — SHEATHING TO BE 1/2' 24/0 PLYWOOD — ALL ROOF FLASHINGS TO BE MIN. 26 GAUGE GALVANIZED STEEL. 12 51 ATTIC SPACE MANUF TRUSSES 24'0 SEE ROOF FRAMING PLAN R-461 INSULATION 111111 a 111 11//1/11111///11/11 1 0600600081S68600 MASTER BATH 12 2x SCREENED EAVE VENT BLOCKS W/(3) 1112' HOLES EACH PROVIDE APPROVED INSULATION BAFFLE TO ENSURE 1' MIN. AIR SPACE. FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD 5U13-FLR. GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) —� COYEREE, PATIO TYPICAL EXTERIOR WALL (2) 2x6 TOP 1E 2x6 STUDS • 16' O.C. 1/2' 5I-IT'G (APA RATED 24/0) WATER PROOF BARRIER EXTERIOR SIDING PER ELEVATION R-21 INSULATION W/ CONT. VAPOR BARRIER (WARM SIDE) GREAT ROOM TYF'. INT. WALL (2) 2x4 TOP iE 1/2' GWS 2x4 STUD 16' O.C. 2x4 BOT. fE ENTRY POIACER COYEREn PORCH FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB -FUR GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) 1R-50 INSULATION ( GRADE CRA MLSPACE 4' CONC. SLAB 6 MIL VISQUEEN VAPOR BARRIER THROUGHOUT CRAWLSPACE. LAP SPLICES 12' MIN. PREVENT WOOD TO CONC. CONTACT W/ CONT. FLASHING OR APPROVED MEMBRANE STUB *4 BARS INTO CONC. SLAB • 1S' O.G. 5UI'INSECTION IA� 3/8"=11-0" COPYRIGHT 2007 Landmark Design Inc. ALL RIGHTS RESERVED RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER boss Zi CI 2 C 1 A4 1 li U A + .o ii ACra A ,411 ga 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic– ensed builder and struct— ural engineer for compli– ance to specific site con– ditions. 4. These plans should not be altered by other than a qualified designer, archi– tect, or structural engineer. Plan No: L2M-2532 Date: 3-5-13 5 UP ,OO I/4"=1' -O" ECT I IA L__ COPYRIGHT 2007 Landmark Design Inc. ALL RIGHTS RESERVED I I I 100 CFM E.F. VTOS Ikt\k\ WP W/ OPT ELEC. PANEL 11) CLCD OUTLET MAIN LOO 1 CTR AL 1/4"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAR 13 2013 City of Tukwila BUILDING DIVISION D13 o5s RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER ELECTRICAL KEY OVERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (VTOS) 4 LIGHT 0 L� i4J CARBON MONO. C COMBO SMOKE ALARM- ,y Q 110 V W/ BATTERY BACKUP CABLE T.V. JACK PHONE UNDER COUNTER L IGIHTS GAS OUTLET HOSE BIBB EXT. FAN VTOS • (� UC 4 •• g CA 4-1c z1 4=4 8 rn i:ELL' Z e.M 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2532 Date: 1-29-13 6 GLNLRAL STRLCTUAL NOTES ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2009 EDITION, WITH WASHINGTON STATE AMENDMENTS. DESIGN LOADS: ROOF LIVE LOAD DEAD LOAD FLOOR LIVE LOAD DEAD LOAD WIND BASIC WIND SPEED 85 MPH (3 SECOND GUST) EXPOSURE B, Iw = 1.0, K Z, = 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN C4TAGORY: Ss = 1.5 - IBC FIGURE 1613.5(1) SDs = 1.0, IE = 1.0, R=6.5 C s = 0.154 25 PSF (SNOUJ) 15 PSF 40 PSF (RESIDENTIAL) 10 PSF INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SURFACES SHALL BE INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. FOUNDATIONS: PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1,500 PSF BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM 1'-6" BELOW OUTSIDE FINISHED GRADE. BACKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. CONCRETE: THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2009 EDITION. MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM SLUMP OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. USE MINIMUM F'c = 3,000 PSI WITH 5.5 SACKS OF CEMENT PER CUBIC WARD OF CONCRETE AND A MAXIMUM OF 5.2 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 41/2% ±1.5% BY VOLUME. MAXIMUM SIZE OF AGGREGATE IS 11/2". ALL CONCRETE SHALL PE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB SITE FOR BUILDING INSPECTOR VERIFICATION. REINFORCING STEEL: ALL ALL REINFORCING STEEL SHALL BE GRADE 40 (GRADE 60 IF NOTED) DEFORMED, BARS IN ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1'-6" MINIMUM UNLESS OTHERWISE SHOUJN. PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTINGS AND WALLS. REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED CHAIRS, SPACERS, OR TIES AND SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT, MINIMUM CONCRETE COVER FOR REINFORCING STEEL: USE PROTECTION SLAB AND WALL BARS: INTERIOR FACES EXPOSED TO WEATHER OR EARTH FOOTING 54R5 11/2 I I I1/2" (45 AND SMALLER) 2" (4'6 AND LARGER) 3" TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DF#2 OR BETTER POSTS HF#2 OR BETTER 2x FRAMING HF#2 OR BETTER ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WWP4 GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. RE -TREAT ALL CUT ENDS, NOTCHES, AND DRILLED HOLES IN ACCORDANCE WITH AWPA M4. MAINTAIN MINIMUM 6" CLEAR BETWEEN WOOD AND EXPOSED EARTH. MAINTAIN S" CLEAR BETWEEN EXPOSED EARTH AND NON -TREATED WOOD AT EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS. FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC 2304.9.5. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 2304.9.1 UN.O. MACHINE BOLTS TO BE A-301. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR ICC APPROVED EQUAL. ALL HANGERS TO BE FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED. GLUED LAMINATED WOOD MEMBERS: GLUED LAMINATED WOOD BEAMS (GLB) TO BE IN ACCORDANCE WITH ANSI/RITC STANDARD 4190.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER. USE STRESS GRADE COMBINATION 24F -V4 (Fb = 2,400 PSI) FOR SIMPLE SPANS AND 24F -VS FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS U.N.O. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED, SEALER 51-IALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER. RITC STAMP AND CERTIFICATION REQUIRED. PREFABRICATED JOISTS: JOISTS SHALL BE 45 NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION LOADS BEYQNP TI -IE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL HA5 BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HANGERS TO BE SIZED AND PROVIDED BY TI -IE MANUFACTURER OR SUPPLIER. PARALLEL STRAND LUMBER (PSL): PARALLEL STRAND LUMBER (PSL) TO BE BY TRUSS JOIST WEYERHAEUSER (PARALLAM) OR APPROVED EQUIVALENT (Fb = 2,900 P5I, E = 2.0 x 106 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN ESR -1387. BEARING LENGTH SHALL NOT BE LESS THAN 13/4". DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER. HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER. BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 4x8 DF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS S'-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 5'-0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d 6 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAILS WITH 16d 6 S" O.C. SHEAR WALLS: ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL BE 45 DETAILED ON THE DRAWINGS AND NOTED IN THE SHEAR WALL SCHEDULE. USE APA RATED SHEATHING (24/16) WITH A MINIMUM PANEL EDGE NAILING OF Sd 6 6" O.C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE COMMON WIRE OR GALVANIZED BOX NAILS. FASTENERS IN PRESERVATIVE -TREATED WOOD SHALL BE OF 1 -10T -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' MSTA24 CONNECTOR U.N.O. FLOOR AND ROOF FRAMING: DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SHAKES. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL OPENINGS IN FLOORS AND ROOFS U.N.O. APPLY 3/4" RATED SHEATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH Sd COMMON OR GALVANIZED 50X NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND Sd COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY 1/2" RATED SHEATHING (24/16) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH Sd COMMON OR GALVANIZED BOX NAILS AT 6" 0.C. AT SUPPORTED EDGES AND Sd COMMON OR GALVANIZED 50X NAILS AT 12" 0.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. ROOF TRUSSES: TRUSSES TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI/TPI 1-2002. TI -IE TRUSS CALCULATION PACKAGE SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS. EACH TRUSS SHALL BE PLANT FABRICATED AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICC APPROVED AND LOADS 51-IALL BE IN ACCORDANCE WITH THE RECOMMENDED ALLOWABLE LOADS. MANUFACTURER SHALL PROVIDE ALL FRAMING -TO -TRUSS AND TRUSS -TO -TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. FABRICATOR SHALL SUBMIT 51-10P DRAWINGS TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION AND VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION. GENERAL CONSTRUCTION NOTES: ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2009 EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM TI -1E SPECIFIED WORK. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE J05 SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDETEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT 51-1OWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER. s -EAR WALL SG- D,L1 MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR BOLTS (3) REMARKS (4) 5/S" T1-11 Sd e 6" 0.C. 5,$" 6 60" 0.0. Qa11 = 230 PLF A OR 1/2" 0S5 5/8" TI -11 Sd 0 4" 0.C. 5/8" 6 32" 0.C. QaII = 350 PLF E> OR 1/2" OSB 1/2" CDX Sd 6 3" 0.C. 5/8" e 16" 0.C. Qall = 450 PLF OR OSB USE 3x STUDS AT ABUTTING PANEL EDGES 4 STAGGER NAILS i> 1/2" CDX OR OSB Sd 'a 2" 0.C. 5/8" e 16" 0.C. QaII = 600 PLF USE 3x STUDS AT ALL PANEL EDGES 4 STAGGER NAILS R SEE DETAIL 12 / 52.0 FOR CONSTRUCTION I 1 NOTES 1) ALL WALLS DESIGNATED" D" ARE 51-IEAR WALLS. EXTERIOR WALLS SHALL BE SI•IEATHED WITH RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE. EDGE NAILING AT T1 -II PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL, NAILING AT INTERMEDIATE FRAMING TO BE AT 12" 0.0. NAILING NOT CALLED OUT 51-4ALL BE PER IBC TABLE 2304.9.E 2) 140LDOWNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR EQUIVALENT TO BE USED PER PLAN. ENDS OF SHEAR WALLS 51-IALL USE DOUBLE STUDS MINIMUM. 3) USE MINIMUM of TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 1" INTO CONCRETE. WASHERS TO BE 3" x 3" x I/4" PER IBC SECTION 2305.12.5 AND OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL. 4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DESIGN IN ACCORDANCE WITH IBC SECTION 2306.3. LSTA30 - NDR 4 SILL TO 3x BLOCKING. (TYP. 2 PLACES) 4 x 12 i / / 7 / IN//j///////// /////////////4 / 9 1.PER FLOOR 'B' A = 1,394 SQ FT / / /// �s> SIEATI-ZING 4 NAILING PER PLAN OR SCHEDULE. Sd o 4" 0.C. ROOF SHEATHING PER PLAN NOTE: SEE ARCH FOR FLASHING REQUIREMENTS. 2x BLOCKING TRUSS OR RAFTER PER PLAN 2x NAILER OR TRUSS to/16d68"0.0. 1 2x STUD ROOF FRAMING e SHEAR WALL 51.0 SCALE: 1" = 1'-0" SCALE: NONE m w Q_ m 0 w w Q LSTA30 - 1 -IDR 4 SILL TO 3x BLOCKING. (TYP. 2 PLACES) 4x10 / 7 / / v UPPER FLOOR ',4' A = 1,401 69 FT /C LSTA30 - NDR 4 SILL TOM BLOCKING. (TYP. 2 PLACES) / / LSTA30 - NDR 4 SILL TO 3x BLOC NG. (TYP. 2 PLACES) 31/2x9 D 51/2xISGL5 GLI 51/4 x II1/4 PSL M,4 IN FLOOR A = 1,131 5Q FT 4 x 10 e — - —u te co A = 391 SQ FT 51/2 x13.5 GLE (ELEV. 'A') 51/2 x IS GLB (ELEV. '5') N X dI (3)2x12 31/2x12GL5 (TYP. OF 2) 0 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 13 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER 0 COPYRIGI-IT 2013, SEGGA ENGINEERS :;E::1 Uc • IZA w Structural & Civil Consulting • Black Diamond, Washington 98010 22939 SE 292nd Place • FAX 886-1016 (360) 886-1017 Ot OZ. JOB 09- e)(3 1/2" RATED SHEATHING EXTERIOR SHEATHING PER PLAN OR SCHEDULE NOTE; TRUSS TO DEVELOP CAPACITY OF CONNECTOR Iia" RATED SHEATHING Sd 6 6" O.C. 'SIMPSON' H1 FRAMING ANCHOR EACH TRUSS. USE 1-110-2 AT DBL TRUSS. TRUSS PER PLAN GABLE END TRUSS. SEE MANUFACTURER'S DRAWINGS FOR OUTRIGGER LOCATIONS. 2x BLOCKING w/ I6 d N4IL6S"OC. I"2" RATED SHEATHING 2x BLOCKING 2x VENTED BLOCKING. END NAIL TO TRUSS 6 EACH END w/ (2) 8d. TRUSS PER PLAN 'SIMPSON' 435 , 48" O.C. (16" O.C. 6 SIM) RAFTER OR TRUSS PER PLAN DBL 2x TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ 16d 6 6" O.C. STAGGERED DBL 2x TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ 16d 6 6" O.C. STAGGERED. 2x BRACE PER TRUSS SUPPLIER OR ' 48" O.C. SECURE w/ 'SIMPSON' 434 EACH END. 'SIMPSON' CONNECTOR PER PLAN. SHEATHING AND NAILING PER PLAN OR SCHEDULE. 2x STUD PER PLAN SHEATHING 4 NAILING PER PLAN OR SHEAR WALL SCHEDULE. 2x STUD (NOT 6 51M) TYPICAL ROOF FRAMING CONNECTION ROOF FRAMING GABLE END LOWER ROOF FRAMING e SHEAR WALL SCALE: 1" = I'-0" 8d 6 4" 0.C. 'SIMPSON' HOLDOUJN STRAP PER PLAN SOLID RIM JOIST (3) 8d JOIST -TO -TOP PLATE U.N.O. MAINTAIN 2x JOIST PER PLAN SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING 3/4" SUBFLOOR 2x BLOCKING w/ 435 FRAMING ANCHOR TO rzz,,.rrn111m TOP PLATE. SHEATHING 4 NAILING PER PLAN OR SCHEDULE. SPLICE TO OCCUR ON COMMON MEMBER OR BLOCKING. 16d e 16" 0.C. SOLE PLATE NAf L INC. Sd ' 6" 0.C. UNO 3/4" SUBFLOOR MSTC HOLDOUJN PER PLAN JOIST PER PLAN REVIEWED FOR CODE COMPLIANCE APPROVED TRIMMER STUD(S) 2x DBL TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ 16d 6 6" 0.C. STAGGERED. MAR 1 3 2013 KING STUD TYPICAL FLOOR FRAMING CONNECTION FRAMING AT INTERIOR SHEAR WALL JOIST PER PLAN LU5210 HANGER BEAM PER PLAN (H SHEAR WALL FRAMING AT BEAM LSTA STRAP PER PLAN. CENTER ON TRIMMER OR KING STUD. (TYP) 2x SILL PLATE-\ 3x BLOCKING (TYP) 16d 6 16" 0.G. SOLE PLATE NAILING. 8d e 6" 0.C. UNO 3/4" SUBFLOOR SHEATHING 4 NAILING PER PLAN OR SCHEDULE MFG HOLDOUJN PER PLAN LU524 HANGER BY TRUSS SUPPLIER Sd 6 6" O.C. UNO SHEATHING 4 NAILING PER PLAN OR SCHEDULE 16d ' 8" O.C. SOLE PLATE NAILING. 8d 0 6" 0.C. UNO " SUBFLOOR SI -TEAR WALL FORCE TRANSFER DETAIL 52.0 SCALE: 1" = 1'-0 LSTA24 STRAP (FAR SIDE) 2x TOP PLATE HDR PER PLAN. JOIST PER PLAN JOIST PER PLAN BEAM PER PLAN JOIST PER PLAN LUS210 HANGER 16" MINIMUM BEAM PER PLAN BEAM PER PLAN NAIL SHEATHING TO HDR w/ 8d 6 3" 0.C. EACH WAY. FASTEN TOP PLATE TO HEADER w/ (2) ROWS 16d AT 3" 0.C. SHEAR WALL FRAMING AT FLUSH BEAM SCALE: 1" = 1'-0" 10 SHEAR WALL FRAMING AT FLUSH BEAM 52.0 SCALE: 1" = 1'-0" SHEAR WALL FRAMING AT FLUSH BEAM (2) 2x STUDS (TYP.) /-3/4" SUBFLOOR 2x BLOCKING JOIST PER PLAN 10'-0" MAXIMUM 4x BLOCKING 6 MIDDLE 24" IF REQUIRED. • • • Iia" RATED SHEATHING (24/0 EXP I). NAIL w/ (2) ROWS Sd 0 3" 0.C. AT PANEL EDGES. 'SIMPSON' AC CAP (ALT. Ix4 GUSSET EA SIDE w/ (6) Sd ) (2) 2x PLATE. (NAIL SHT'G TO EA PLATE) 4x4 PT POST (4x6 AT SPLICE) + + 'SIMPSON' MAB ANCHOR (ALT. 434 ANCHOR TWO SIDES) 18" MIN. TOP OF STEM WALL ELEV. VARIES 'SIMPSON' HOLDOWN PER PLAN. USE STHDI4 UNO. 8" FTG PER PLAN--\ 12" MIN. RECEIVED CITY OF TUKWILA 2x PT SILL `(2) 5/8"4, ANCHOR BOLT w/ MIN. 1" EMBEDMENT 4 3" x 3" x 1,4" GALVANIZED P WASHER. FOUNDATION PER PLAN. —MIN. S" THICK STEM WALL w/ 4'4 BAR I-IORIZ. TOP 4 BOTTOM. FINISH GRADE MAR 1 1 2013 PERMIT CENTER 112 PORTAL FRAME PANEL .2.m1 SCALE: NONE FLOOR FRAMING AT CRAWL SPACE SCALE: 1" = 1'-0" bi3 oss C0FYRIGHT 2012, SEGA ENGINEERS JOB 09-09