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Permit D13-053 - HOMESTEAD FOSTER POINT - LOT 2 - NEW SINGLE FAMILY RESIDENCE
HOMESTEAD AT FOSTER POINT LOT 2 13304 56 AV S D13-053 City ofii'ukwila 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 Parcel No.: 2172000227 Address: 13304 56 AV S TUKW Project Name: HOMESTEAD AT FOSTER POINT, LOT 2 Permit Number: D13-053 Issue Date: 05/09/2013 Permit Expires On: 11/05/2013 Owner: Name: HIGH COUNTRY HOMES LLC Address: PO BOX 188 , PUYALLUP WA 98371 Contact Person: Name: GLENN ALMOND Address: 424 29 ST NE , PUYALLUP WA 98372 Email: GLENN.ALMOND@YAHOO.COM Phone: 253 405-3035 Contractor: Name: HIGH COUNTRY HOMES LLC Phone: 253-840-5660 Address: PO BOX 188 , PUYALLUP WA 98371 Contractor License No: HIGHCCH898DN Expiration Date: 03/15/2015 Lender: Name: COLUMBIA BANK Address: 1301 A ST , TACOMA WA 98402 DESCRIPTION OF WORK: CONSTRUCTION OF 2442 SF SFR WITH 401 SF ATTACHED GARAGE AND 118 SF COVERED PORCH ALONG 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. Value of Construction: $302,971.05 Fees Collected: $44,332.72 Type of Fire Protection: International Residential Code Edition: 2009 Type of Construction: Occupancy per IBC: 22 Electrical Service Provided by: SEATTLE CITY LIGHT ***continued on next page*** .1..... for CC7l1n n1Q_nF1 ��..►ea• ng_na_.7n1z • i Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 10 c.y. Fill 10 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complied Y N Private: Public: Y N Profit: N Non -Profit: N Private: Public: N Y Q • - Date: d this permit and know the same to be true and correct. All provisions of law and ordinances hether specified herein or not. The granting of this permit does not pres e 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: Fw� Date: 5- 9-,%70/3 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 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. rinr• IRC-SF7/1r1 DI 3-053 Printed: 05-09-2013 9: There shall be no occupancy of a buildin til final inspection has been completed and �oved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4 -inches shall be maintained above the controls with the strapping. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of 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. 19: ***PLUMBING AND GAS PIPING*** 20: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 21: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 22: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 23: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 24: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 25: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 26: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 27: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 28: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 29: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 30: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. n�z_n�z Drinforl• ng._n0_9MZ 31: The applicant agrees that he or she will a licensed plumber to perform the work ou d in this permit. 32: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures and fittings in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency and Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments. 33: ***PUBLIC WORKS DEPARTMENT CONDTfIONS*** 34: 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. 35: 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-m. (UNLESS PREVIOUSLY PAID UNDER PERMIT FOR Lot 3, 4, 5, or 6). 36: 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. 37: 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. 38: 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. 39: FOSTER POINT SANITARY SEWER CONNECTION CHARGE (ORDINANCE NO. 2177) APPLIES TO THIS PERMIT. 40: FOSTER POINT WATER CONNECTION CHARGE (ORDINANCE NO. 2177) APPLIES TO THIS PERMIT. 41: 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. 42: 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. 43: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. 44: 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. 45: Any material spilled onto any street shall be cleaned up immediately. 46: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 47: 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. 48: The Land Altering Permit Fee is based upon an estimated 10 cubic yards of cut and 10 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 49: 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. doc: IBC-SF7/10 D13-053 Printed: 05-09-2013 50: From May 1 through September 30, ins and maintain temporary erosion preventioe sediment at least monthly. All disturbed areas of the site shall be permanell, stabilized prior to final construction appro 51: ***FIRE DEPARTMENT CONDMONS*** 52: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 53: An approved automatic fire sprinlder extinguishing system is required for this project. (City Ordinance #2327) 54: 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 sprinlder work shall commence without approved drawings. (City Ordinance No. 2327). 55: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 56: Maximum grade for all projects is 15%. 57: 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) 58: 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 ACCESS SHALL BE PAINTED AND STENCILED AS FIRE LANES.) 59: 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) .A....• IOP` CC7/11% n1 Z_nr.Z Drinfeii• ng_f QJ)f11 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwvv.TukwilaWA.gov Combination Permit No. Project No.: Date Application Accepted: Date Application Expires: (For office use only) COMBINATION PERMIT APPLICATION — NEW SINGLE FAMILY Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION Site Address:_/330 '70 72 ' a91- E S. King Co Assessor's Tax No.: <9/ 7a (DDC -c f • PROPERTY OWNER Name: /J %111/ /I47 61.-V Address: /,9 Y 7'1-2 sr SLC', City:,ifJ // /Ate: / Z"• Name: //,9 A co am/7. / //_,,,,17,,,j.L6 ( . Address: / a .9 Com A g S r PO city: l/uv . 9/4:7-2 CONTACT PERSON - person receiving alt project CONTACT communication Name: /J %111/ /I47 61.-V Address: /,9 Y 7'1-2 sr SLC', City:,ifJ // /Ate: / Z"• Ph a .-3 -YOC-_3035_ Fax: n95-3 _ryo -3-- co Email: 9/ / ,,,d e ymh� e.✓,�09 �o Con'1 GENERAL CONTRACTOR INFORMATION Company Na e: Address: City: %/u S i ?� y� Phone: e Fax: 69 -8-170 -S/Aa as.3 4't/O-33_5-0 Contr Reg 6bit �, Al Vfl� Exp Dater P--/ 5-'0/3 Tukwila Business License No.: 8cLc_ 0993eeta LOTS ARCHITECT OF RECORD Company Name:L/1.,/dM,9 e �S q A) Architect Name: t Address:1 D O )-V /n) I' 'Le Jre %D V City:t : 1 u.0e rSta �M ' l P� 0:37D � Phone; 5c3_B`.2(o ..... %r ay, Fax:. ,5.3.4.7.,6-y7%6 Email: ENGINEER OF RECORD Company Name: e p E nuayirve-ee-S Engineer Name: / Address: c,2 % 3 SC c % // �/ Cit % „ J Z �%itaE}M davnItate: Lf/ yin JO /-C%� Phone: 3/CC)-'%-1() / % Fax: 3100-M - /ON? Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: e_rs/u .� 6; a 8,, ,✓K Address: City: .9 Com A asY/1 : , H:\Appltcations\Forms-Applications On Lute \2011 Applicano s\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 30/ ®CX' Scope of work (please provide detailed information): ,"7-7v/G� eJ( 'e�✓c DETAILED BUILDING INFORAMTION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement -------/ lst floor /�( 3 // 2nd floor 7 7 9 Garage Err carport L,/D/ _Deck - covered uncovered ■ ptDA.0 /- // g - Total square footage a 6 o 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 $ 'j 00 1 furnace <100k btu thermostat emergency generator PLUMBING: Value of plumbing/gas piping work $ • bathtub (or bath/shower combo) dishwasher lavatory (bathroom sink) water heater (gas) appliance vent weecllgas-stove fuel type: t other mechanical equipment CrA-S E/p 5-00 bidet floor drain sink lawn sprinkler system H:\Applications\Forms-Applications On Line\2011 Applicatiau\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh ❑ electric 111 -la's ventilation fan connected to single duct water heater{eiectric)— 1 clothes washer shower ▪ water closet gas piping outlets Page 2 of 4 • PUBLIC WORKS PERMIT INFORMATION - Scope of work (please provide detailed information): Cu its A � �vY-- S FR / / STM I u vv e � � e/ a 7---)/;7T Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WATER DISTRICT D�.Tukwila ❑...Water District #125 ❑ ...Letter of water availability provided SEWER DISTRICT Er.Tukwila 0 ...Sewer use certificate 0 .. Highline ❑...Valley View ❑ .. Renton ❑...Letter of sewer availability provided ❑ .. Renton ❑ .. Seattle SEPTIC SYSTEM: ❑ .. On-site septic system — for on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): ❑ ...Civil Plans (Maximum Paper Size — 22" X 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Hold Harmless — (SAO) ❑ ...Bond ❑ .. 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... ❑ -or- Non Right -of -Way.. ❑ 6 ...Total Cut /0O Cubic Yards ❑ .. Work In Flood Zone ❑ ...Total Fill Cubic Yards 111Storm Drainage Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line [] ...Permanent Water Meter Size '' WO # ❑ ...Residential Fire Meter Size " WO # ❑ ...Deduct Water Meter Size ❑ ...Temporary Water Meter Size " WO # ❑ ...Sewer Main Extension Public ❑ - or - Private ❑ ❑ .. Trench Excavation ©motility Undergrounding ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water 0 ...Water Main Extension Public ❑ - or - Private 0 FINANCE INFORMATION - THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line .water lEtsewer MONTHLY SERVICE�BILLING TO: Name: M' A C.e)r', 'Tr y 1-1-071-7 e f Mailing Address: too / ox 1 BA number of public fire hydrant(s) 0 ...sewage treatment WATER METER REFUNDBILLING: Name: Mailing Address: Po 6 LCC Day Telephone: C9_51.-3-9State' S-6 �� ,l /Ay, / A. 9?37/ �ity Zip ,Dzy Telephone: city Q e State• 96'3 7/ Zip H:\Applications\ Forms -Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — APPLICABLE TO ALL PERMITS IN THIS APPLICATION — Value of construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PROPERTY OWNER Oy.AUT O% ZED AGE Signature: i%— i'% Date: Print Name: (`��r✓�,/ 7&-y-7on/e Day Telephone: 3o3S Mailing Address: P() ppx / s e H: Applications\rorms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh State 9�37i Zip Page 4 of 4 °MtSTEAD / i PROJECT NAME FST. % VT °T.2 Pl'RMIT # Q /3;0¢ -S(„ewe .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. BULLETIN A2 • TYPE C PERMIT FEEESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/Surface Water ? 50 0 -- .. Road/Parking/Access " A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) $250 (1) 51 060 /25 5. Enter total excavation volume Enter total fill volume /0 cubic yards cubic yards /2S (4) RECVED CITY OF TEIUKWILA FEB 13 203 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 Up to 50 CY Free 51 — 100 f $23.50 101-1,000 TiT.50 1,001— 10,000 $49.25 10,001 — 100,000 $49.25 for 1s1 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 Is 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review and Permit Fees TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 315- The 1 - 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 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) $ /2.‘ (6) (7) 7. Pavement Mitigation Fee $ 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. QUANTITY IN CUBIC YARDS RATE ./ 50 or less $23.50 51 —100 $37.00 101 —1,000 $37.00 for 1St 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001-10,000 $194.50 for 1St 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1St 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1St 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 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. B. C. D. E. Water Meter - Deduct ($25) Flood Control Zone ($50) Water Meter - Permanent* Water Meter - Water only* Water Meter - Temporary* 42. * Refer to the Water Meter Fees in Bulletin Al 4005' ( CASc psi WA'n ovutApi 1 ; 10. ADDITIONAL FEES A. B. C. D. E. F. G. H. I. OD Total A through E $ 4;410 (9) Allentown Water (Ordinance 1777) Allentown Sewer (Ordinance 1777) Ryan Hill Water (Ordinance 1777) Allentown/Foster Pt Water (Ord 2177) Allentown/Foster Pt Sewer (Ord 2177) Special Connection (TMC Title 14) Duwamish Transportation Mitigation Other Fees -'RA(-ft G 4 wee 4 4ricY "rekr fee DUE WHEN PERMIT IS ISSUED 999453 1 00 0 419 $ �Z9'1 Total A through I 29,193 a so $ (10) v,abEL PW P'4ss1 CIS (6+7+8+9+10) $ 35,q-7225 -e:ee— ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance 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 coin 2.x.20/,3 Parcel No.: Address: Suite No: Applicant: • 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 2172000227 13304 56 AV S TUKW HOMESTEAD AT FOSTER POINT, LOT 2 Permit Number: Status: Applied Date: Issue Date: D13-053 ISSUED 02/13/2013 05/09/2013 Receipt No.: R13-01574 Initials: JEM User ID: 1165 Payment Amount: $41,956.40 Payment Date: 05/09/2013 04:14 PM Balance: $0.00 Payee: HIGH COUNTRY HOMES, LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 8448 41,956.40 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 3,146.65 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: $41,956.40 �.:......1• AC AA .1A4 Ck of Tukwila. • Department of Community Developm en t 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 : .2-r4 2-9-r-9.5— 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 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 3-93 Project: f esr 4 Typflof Inspebtion: j L. . Address: --n,, / 33 04 S (o le Date Galled: i4 24 -C. - Special Instructions: Date Wanted:! .--(F.(3a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: eAdt << r ler( CA)REINSPECTION FEE REUI ED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: (3. D /3 --© 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO.. CITY OF TUKWILA. BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection. Request Line (206) 431-2451 Project:g' /► =� l tL-�t,Z�f Typn {Q of Inspection. s Q� /J 44 6 ... 1.6!4.6 Address: vt) 133o 41 S(o 4Vi., Date Called: Special Instructions: Date Wanted: Requester: Phone 2, 5 3. -4 0 5 -303-S EIApproved per applicable codes.Corrections required prior to approval. COMMENTS: nI< 64.._C Y) p(u ML:AG (e r -f �tJ ',v 1 Inspeftor: /.41 REINSPECTION FEE RE ED. Priovr to next inspection. fee must be paid at 6300 Southcenter vd., Suite 100. Call to schedule reinspection. Date! INSPECTION RECORD Retain a copy with permit INSPECTIONO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proje ro me.STM-6\ Tyge,of Inspection: t- , Ark 1 Co AS 0...1 A-41 itite Addres : f 1. 3 (0 A1/4 -ie Date Called:t I kg a) PA/AL 6•I-6.,'6 Special Instructions: /2; Date Wanted: t t". — / r../ j a.m. .✓'. Requester: _4 tee. A-4--- Phone 2p`405 '_303,. Approved per applicable codes. Corrections required prior to approval. f COMMENTS: "_ 240i---6e-.i 1, -r .1si1S‘J (/F' /F1',‘0' ( 4 c5 H r — e).- p,'n - -,n-f N-ee 4 ,IL"e-s' X7-40 1-0(ises r- if . ,1 E... 1 Aro Ai rucJal "----- ipe1l.iiiGk, J- �..- X1.1 �ef _4 tee. A-4--- ,€e : FL?' -/M -Pi tyl 163 -al: ; 'J(e1 ✓ <<�. akilics fr^ it4,01( 6/4-z.,hc.. —611.c.p.;,e_.rAt. e a 1-5.-,6-4 c,I :uJ , a n ( e Inspe . or: Dat i D 1 /) 1,- I REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be -paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. s<kk( INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION G� 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 .53 INSPECTION NO. PERMIT NO. Project: 1+IUU1�Je�1 Type Inspection: .A.J6 J Address: 133x44 '74 Avt Date Called: Special Instructions: 'Date Wanted: — f -'j3 a p.m. Requester: Phone No: © Approved per applicable codes. Corrections required prior to approval. COMMENTS: /7"-- lnsp etor: (11 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dater,_- (2 C: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION G� 6300 Southcenter Blvd., #100, Tukwila. WA 98188 r= (206) 431-367 Permit Inspection Request Line (206) 431-2451 D 13 -(0 S3 Project: tt .. oo �r 0( i AL— Type of InAsp�ction T.,, Address:z -i'.'– 40 Date Called: Special Instructions:, ` r' Date Wanted: )---7Wim. (p.m.. Requester: .- 1 1 Phone No: 2S3--4©s-3e3 QApproved per applicable codes. Corrections -required prior to approval. COMMENTS: 0( i AL— A sK_Li 1,,,,,,6t":11- ,51,\0 3 LAAL.te -; �r_r•4 L.► r r J (4.-- I ;i .- 1 1 Inspector: Date: — (.3 REINSPECTION FEE REQUIRED. Pri r 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. '1)13-6s-3 s-3. 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: M-�'.SY�---' ... Type f Inspection: i A iM , /l.6-, Address: �, 1 C0-" r4 -4 --- �3 _ Date Called: Special Instructions: q\ . Date Wanted: k -s.13 Requester: Phone No: . _'4' Approved per applicable codes. a Corrections required prior to approval: COMMENTS: 1 Inspettor: Date: REINSPECTION FEE REQUIRED rior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 , (206) 431-367 Permit Inspection Request Line (206) 431-2451 wJ13–OS3 G Prcte4 + --5 t �:.4a Approved Tyco of Inspection: �l td u6,14- 71J 6A -S, Address:; L, l330�# s �✓ Date Called: (Wt._ Special Instructions: q kc Date Wanted: ,..- n. —7- (-I3 p.m. Requester: : Ph2_s3—.1 cio s _30_1_;- 30.3 " Approved per applicable codes. O Corrections required prior to approval. � COMMENTS: Inspe tor: &A -1-k A-41 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: -j > 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 V-- Project: IN`D /1/4".e_s-r-eA A Tse of Inspection: ' KO Li Gti-- sd,-I PL i-'8. Address: am 13302( 56 Avg. - Date Called: Special Instructions: ii tt , Date Wanted: 7— 31-13 Requester: . Phleo 4 0 3 „ 5, OIS- Lee - Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: l(pector: Datsi,7 REINSPECTION FEE REQU RED. 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 13 -053 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ' 'Ia (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: --k-o Ake_srir-k4 Typ f Ins ection:, 1..... e� 4 Addres : 'rt+ 133&4 5(0_ L Date Iled: Special Instructions: a1t2., '. Date Wanted 3 v.__ r m. ,p m. Requester: Phr.ti.:3 " A os.- 3 035 pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: t) k. .-r AS 41-1"--[' e__A-e)17 cJ c_: e_A'4 fir-, I need 6 A 0 /0((jAt(°t% _.,,, . /Q-e.,e/UJ M Q �' t r f" `r A- n — 6A -v_ y7---- et In n REINSPECTION FEE EQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 110. Call to schedule reinspection. Pectora Date 1 INSPECTION RECORD Retain a copy with permit INSPE 'TION 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 3(3 -493 Project: (-Ln(.Ce Type of Inspection: 14 ,ct)Aii 5kf Address: i N3' 404—A2,4_ —rt._ Date Called: ._._., Special Instructions: r! 2, < Date Wanted: / m. PAL Requester: Phone No: 25.3-4dC-303 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ( G9 1 T Inspe tor: Date: (.0 '.4 —1 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwi a. WA 98188 if (206) 431-3670 Permit InspEction,,Rque Line (206) 431-2451 Project: 1.4_4) xkli-___Sre A el\ -----• Troftlrato'n: " Address: 1 3-c o4 - ( t,' (f,- AJC. Date Called: ( .. , Special Instructions: e ) P. ,Z. ; i ,\ - Date Warited-:N \ N i.. (oc't.--) ). ' . -..1,-.4: m., . -,. p.m. Requester: •. f i -; i - • Phone No: ." ) Approved per applicable codes. EJCorrections required prior to approval. COMMENTS: DV— JA t Inspe‘tor: A A 6‘111 ( • Date: - — (3, 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 INSPEC ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 w (206) 431-3670 Permit Inspection Request Line (206) 431-2451 D13-. 053 Project: j itkk- .A -n •f sE� Type of Inspection: a t� N 6 Er 4 r ? . 46' Address: -304 5 -(1--(1-1 ---4‘16--- Date Called: Special Instructions: << 2,k S Date Wanted:.. -- CO -3 _. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspe(tor: Date,3 n REINSPECTION FEE REQUIRED. PO to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 J 13 -0S3 Projec Lk� �`A- Type fof Inspection: Address: e-4- t 336 7A-Vrz-- Date Called: .. Special Instructions: lc2 �` ,,. Date Wanted:„S ` 2 _ i3 3 a.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: A-- Inspector: Date: . -3 n REINSPECTION FEE REQUIRED. rior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 V .t (206).431-367 Permit Inspection Request Line (206) 431-2451 .D(3 D Project: IA -0 / 3T�' Type of Inspectio 1.3 u A_ ` "a-'1 Add�ess�.� 0 4 5 J _ �� ` ,� tL Tf4/ Date Called: Special Instructions: 2,, G% ukiA 0l--:,,.5 k Date Wanted:. / Am. Requester: Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. 4 COMMENTS: i -)Lir (0) ((UJB. 9) a- n u Inspe tbr: 1 � . n REINSPECTION FEE REQUIRED. Prior to paid at 6300 Southcenter Blvd., Suite 100. Date. /' next inspection, fee must be Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit .D13 --(9s3 INSPECTION NO. PERMIT. N0./+ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 tm_ (206) 431-367 Permit Inspection Request Line (206) 431-2451. Prol -0 4k— ST,iA� F /% Type of-Inspec- tion; 6 Address: _ il‘ 1 3301 Ce Date Called: Special Instructions: 00J/1/4) R-, S r� Date Wanted:. ''—.gym. Requester: Phone No:. _ 7S 3 1 - �� ❑ Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: VAP 4- f\. Insp(tor: ` A Date n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. iN 5 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-as3 Project: // tiOrnn-teir5111 Type of In eec)tio 1'1 -'*-kI I1.a •eof Address: /33,�P / 56 4/e S h Date Called: AO/Y//3 Special Instructions: Date Wante�D/7l�� P• Requester: , ' . aley/} Phone Noe S 3 yo5=,30 6C - P-tiilat_tea( Approved per applicable codes. QCorrections required prior to approval. COMMENTS: -'*-kI I1.a •eof ...r_ 9 I ti Ck f P --vc-ou(Poi( 6C - P-tiilat_tea( — IrA0159 pe d+ .. to cd -e — Etna ko! Inspector: Os Date:i1f1 Io, 1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. >S5 50 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 i713 -c 3 Project: Hom esfecg e9 1-04- 11 7- Type of Inspection: SSS , SD - 4" So(g, 3S 5rde Set,)e-r els4-&(('J per c. +-j sfc,n G{a.r-c . (i)ccf-er -Ves - r (S wr%n Address: C330 SG Au 5 Date Called: ((1 13 "f'- Vo Wct+- r ✓fte,1-rr i45 ,((eJ ye -'f. Special Instructions: Date Wanted: I to 113 • �r �y Requester: go l� Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: - 4" So(g, 3S 5rde Set,)e-r els4-&(('J per c. +-j sfc,n G{a.r-c . (i)ccf-er -Ves - r (S wr%n rote, Pi rY J ',b„ dr, . OK /-ti bC CJ(4 /l. . 4s -lo t Rs recieve I'in,d?J "f'- Vo Wct+- r ✓fte,1-rr i45 ,((eJ ye -'f. - J-()FIhc.f vq Pik iris4-ailed reef aPDrovec , Doldvlsf otA.4" AA rel -4D 'rnq dra:utc PtctAS coal+cod tn#-oP (4-- . Ov— fo b&Gk-; II. Inspector: ✓S Date: (o' I Z (13 ri 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 p INSPECTION NO. PERMIT NO. L� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 3 -053 Permit Inspection Request Line (206) 431-2451 Project: Ir t cA c Pi-, Tye of Inspection: -5 cos` . n (11!a& s A dress: 1'3 5(e Au1 S . Date Called: r 5 `1! 13 Special Instructions. ,p 1 A- yin 1 m 911 tom i'ts ! y+ 1 co/7.1Req I ti 0f� tol &....c„Ph� Date Wantej .3 a.m. J )o , p.m. , n / !' I m a� NS3\ L QS' -30..ss... Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: TE It1 OiaCe, Inspector: 05 Date: 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- 63 3 3-5-/s0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:Lo H 4( � �4 7,es � Type of Insppeti -- fck �i� : / 50(i-64K/cc do Address Suite #: L33 044 14 L c Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: .57((I i I (er d- re-- e Eta I CKVhhiaK • Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector,'( 7 5 Date: /Q// 1/3 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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit I)l - 053 l 3- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 ect: Proj#i§iC:Ale Nom 4. 54..ei4 ... Type of Inspection: Address: 13309 _cc q Suite #: 5' Contact Person: Special Instructions: Occupancy Type: • Phone No.: (Approved per applicable codes. Corrections required prior to approval. COMMENTS: m',r4— K — a4 tee -4 . C k ate. . C u--tr - Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: • Inspector: U sr -(4,-- Date: K i t// 2 Hrs.: r $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 WASHINGTON STATE [JNIVEfc ny %:NERGY [ ROGrom Permit #: 12I171eS3 House address or lot number City: To V,vo t A Cond. Floor Area (ft2): '42 Duct Leakage Affidavit Zip: RECEIVED CITY OF TUKWILA JUL 3 1 2013 PERMIT CENTER 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? Q yes al‘ Air Handler p Circle Test Method: Leakage to Outside LS D no Maximum duct leakage: Post Construction, total duct leakage: (floor area x .08) = Total Leakage __.___CFM@25 Pa Post Construction, leakage to outdoors: (floor area x .06) = _CFMQ25 Pa Rough4n, total duct leakage with air handler installed: (floor area x .06) = =.tit io CFM©25 Pa Rough-ln, total duct leakage with air handler not installed: (floor area x .04) = _CFM@25 Pa Test Result: CFM©25Pa Ring (circle one If applicable): Open Duct Tester Location: 12—/A 1 2 Pressure Tap Location: 1 certify that these duct leakage rates are accurate and determined using standard duct testing protocol. Company Name: 403 .-ksics-r ato Technician Sign Technician: 0t1 1-6507j Date: "1- i "1-1-17 Phone Number. 2'S'3 ^ �7� 33ri Washington State Energy Code reference: 603.10.3 Sealing. Ag ducts, air handlers, filter boxes, and building cavtties used as ducts shall be sealed. Joints and seams shag comply with Section M1801:3 of the International Residential Code or 603.9 of the International Mechanical Code. Duct tightness testing shag be conducted to verify that the ducts are sealed. A eigned 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 if the air handler and all ducts are located within conditioned space. 2. Duct testing is not required if the furnace is a nondirect vent type combustion appliance Installed In an unconditioned space. A maximum of six feet of connected ductwodc in the unconditioned space is allowed. All additional supply and return ducts shag be within the conditioned apace. 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 D13-053 Project Name: Foster Point at Tukwila — Lot 2 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 3/" Meter is sufficient for the 13D Residential Fire Sprinkler demand. Sincerely, Stephanie Fahey 0 A-PEX Design Services, Inc * Phone: 4254919680* Sales@A-PEXdesignservices.com 1 1 Lo- Prescriptive Energy Code Compliance for Single Family and Duplex Housing: Zone 1 P1::9ct Information Contact Information LS2-2442 .E COPY This set of forms has been developed to assist permit applicants documenting compliance with the Washington State Energy Code, (2009 edition). This set is for structures built under the IRC and located 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 Ceiling z Vaulted Ceiling 3 Wall iz Above Grade a Wall int Below Grade a Wall ext4 Below Grade Floor 6 Slab on Grade Vertical Overhead" 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 OO II 25% 0.32 0.50 0.20 R-38 Adv. R -38R-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-38 Int.' TB R-10 R-30 2' See WSEC table 6-1 for footnotes — Glazing Schedule Attached to Document ❑ doors meet maximum U -factor. Alternate heating size method submitted. Does not apply. (SEE INSTRUCTIONS) Using Prescriptive Option III. All glazing and 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 & WSE REVIEWED FOR CODE COMPLIANCE )) APPROVED MAR 0 8 2013 Radiant slab: ❑ R-10 foam insulation, continuous with thermal break (WSEC 502.1.4. Chapter 9 Options Total of 1 Credit Required Opt. Opt. Description la High Efficiency HVAC Equipment 1 1 b 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 1.) 0 City of Tukwila ❑ BUILDING DIVISION ❑❑ RECEIVED ❑ CITY OF TUKWILA ❑ FEB 1 3 2013 ❑ PERMIT CENTER ❑ *1200 kwh ❑ 1.00 WSEC Prescriptive Worksheet (2010 edition) Zone 1 WSUEEP10-010 Copyright 2010 TSI?.-fyC'2 Glazing Schedule Project Information LS2-2442 Conditioned Floor Area Sum of All Glazing Areas From Below Glazing to Floor Area Ratio Exterior Doors Plan ID Component Description Contact Information 2442 377 15.44% Sum of UA for Heating System Sizing 602.7.2 Exception Ratio (not to exceed 1%) 134.2 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 ID Description Ref. U -factor Entry Door 36.0 0.200 19.7 1 3 0.320 6 8 1 20.0 4.0 NOOK Fire Door (exempt door) 0.320 0.540 GREAT ROOM 1 2 8 6 8 0.320 17.8 9.6 6 0.320 6 master bath 1 0.320 BEDROOM 4 8 0.320 3 BEDROOM 4 5 0.320 1 BEDROOM 3 0.320 BEDROOM 2 5 0.320 4 MSTR BEDROOM 1 0.320 One Exempt Swinging Door < 24 Square Feet 0.320 5 PLAYROOM 4 0.320 1 PLAYROOM 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 ID Description Ref. U -factor WSEC Prescriptive Worksheet (2010 Edition) Width Height Qt. Feet inch Feet Inch 37.8 13.6 0.36 37.8 13.6 2 DINING 36.0 0.320 19.7 DINING 6 0.320 6 KITCHEN 1 0.320 18.0 NOOK 11 0.320 8 GREAT ROOM 7 0.320 2 GREAT ROOM 20.0 0.320 32.0 ENTRY 6 0.320 6 master bath 1 0.320 BEDROOM 4 8 0.320 3 BEDROOM 4 5 0.320 1 BEDROOM 3 0.320 BEDROOM 2 5 0.320 4 MSTR BEDROOM 1 0.320 MSTR BATH 0.320 5 PLAYROOM 4 0.320 1 PLAYROOM 0.320 2 4 4 1 6 4 1 2 4 6 WSEC Prescriptive Worksheet (2010 Edition) Width Height Qt. Feet inch Feet Inch 37.8 13.6 0.36 37.8 13.6 2 1 36.0 3 19.7 1 6 19.63 6 7.68 1 4 18.0 4 11 1 8 1.28 7 8 2 2 20.0 6 32.0 1 6 10.24 6 7.68 1 4 4 8 1 3 5 1 2 2 1 5 4 1 5 4 1 5 4 1 8 4 2 4 4 1 6 4 1 2 4 6 Sum of Area and UA Area Weighted U = UA/Area Glazing Area UA 6.0 1.92 36.0 11.52 19.7 6.29 61.3 19.63 24.0 7.68 36.0 11.52 18.0 5.76 15.0 4.80 4.0 1.28 20.0 6.40 20.0 6.40 20.0 6.40 32.0 10.24 32.0 10.24 24.0 7.68 9.0 2.88 377.0 120.64 0.32 WSUEEP10-010 Copyright 2010 Overhead 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 Simple Heating System Size: Climate Zone' 1 Froje:t Information Contact Information Indoor Design Temperature Outdoor Design Temperature Design Temperature Difference (AT) AT = Indoor - Outdoor Design Temp Conditioned Floor Area Conditioned Volume Glazing Copy Sum of UA from Glazing Schedule Attic U -Factor X 0.027 0.026 R-49 R-38:Advanced 70 19 51 2442 21,978 134 Area 1493 Single Rafter or Joist Vaulted Ceilings U -Factor X Area UA 40.3 UA R-38 Vented 0.027 Above Grade Walls R-21 U -Factor X Area 0.056 2230 Floors U -Factor X Area R-30 0.029 Below Grade Walls U -Factor X 2' Depth Walls 0.042 3.5' Depth Walls 0.041 7' Depth Walls 0.037 Slab Below Grade 2' Depth 3.5' Depth 7' Depth 1534 Area F -Factor X Length 0.59 0.64 0.57 .Slab<on Grade R-10 2' perimeter R-10 Full - Heated UA 124.9 UA 44.5 = UA F -Factor X Length = 0.54 0.55 Sum of UA Envelope Heat Load Sum ofUAXAT 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 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 1.15 UA UA 344 17540 12105 29645 34092 Btu / Hour Btu / Hour Btu / Hour Btu / Hour Maximum:Heat;:Equ,ipment:;Output 150% ..:51138 Btu / Hour Building and ..Duct ..Heat Loss X 1.50 WSEC Prescriptive Worksheet (2010 Edition) WSUEEP10-010 Copyright 2010 • FILE COPY Penult No. STRUCTURAL CALCULATIONS FOR THE HIGH COUNTRY HOMES RESIDENTIAL PROJECT Plan LS2-2442 December 27, 2012 Job No.: 05-087 Location: 13304 — 56th Avenue South Tukwila, Washington Copyright 2012, SEGA Engineers RECEIVED CITY OF TUKWILA FEB 13 2013 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVEb MAR 08 2013 City of Tukwila BUILDING DIVISION SEGA Engineers, /Structural & Civil Consulting Engineers 22939 SE 292nd 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 wood I -joists, 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 LS2-2442 Job No. 05-087 By: GAT Checked Date: 12/27/12 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 Kzt Exposure Importance Factor Seismic 85 mph 1.00 B 1.00 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 Engineers, / Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Project LS2-2442 Job No. 05-087 By: GAT Checked Date: 12/27/12 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 7/12 pitth = 30 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 2.3 117/8" TJ I @ 16" oc 3.3 5/8" GWB 2.8 Misc. 1.5 10.4 psf LL Residential 40 psf Total Floor Load 50.4 psf DECKS DL 2 x Decking 4.3 psf 2x10@16"oc 2.8 Misc 1.5 8.6 LL WALLS DL Copyright 2012, SEGA Engineers Residential 40 psf Total Deck Load 48.6 psf Siding .3.5 1/2" Plywood 1.5 psf 2x6@ 16"oc 1.7 Insul 0.6 1/2" GWB 2.2 9.5 psf SEGA Engineers PROJECT GSZ - 244Z.. / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 rI� (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DATE Z/t`f%iL SHEET 2, OF JOB NO. os -7 FIGURED BY - IT V r _____. G.-Az/4117c, Tau t c-' "f.cirr- ! , , i- , if! ('z)(Ao?) (-8-,) = -z, .( cow V/Lj.it ----- - - 71- C6029' )( ;,) _ Li 11 , �K ,r ��lS R ZX jy (3-1L)clZ_ /4'- 197" LA - 41' = Z.41' tr. 0* tot) (-1,Zd) (q4) L JS9 k/2 101— ma. ' GA -LA -(4,c ,c <.� �) Yui A S TFr : {g>(svjsr) (3- )L i1i-pd'I cb - g..74 = z. k `^JZ' (A)(sto,,,,) (21,)(4-0/A= 3 co Sr F t't = (('•-110 C z) - ((L)ap-i ')- C /0(5-)( L) - (4 (1';) =--3.74%- -- fi' - 0r9S(jzibv\Clevlt /z().er)( /40l/Gor/OD�'i�v�: 'LtOdIL ���j/ • w, = (4.)csoil-)+g� L")Coy6-0oefrt) n (aWL't =n.r wZ- )L5 --off) - 4vi'(4= )( S) (G 7 1)—C�I'x ,.1-S)- t �`� �(l�z )•(� SS o.c. S v C � �)(a9�� Z`ar'A 1/r. 431f.�-- V'-(Zlc y : o, ( -PA (II 17+aLo,3 ( PA( 1/I)L = 7 s� .OS1,N ~ �� Zv. Copyright 2011, SEGA Engineers SEGA Engineers / / Structural & Civil Consulting Engineers 22928 SE 312th ST • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY PROJECT L52,- 2.4 JOB NO. t"— 0 €37 FIGURED BY 47- DATP 4/11 SHEET -3 OF 1 i Li.' kiipptit.- At 1 i i I VIDt- e. f--- - • - - - .--- • - - i : I P f i O i (.4.1-- (.. 1z, ILSitAp-) H GO i:w.„ I- (113)(41S0.`)`liki° f144-' :• • (cor,.)i,) II=(/.5'/P7) Cb -St'LK •Fr • • 11L e 31L 4' La (14,, (s" ILLOCIkic (1-10?")1"g 61 3 (14-- • '77 (44c.i0L.) .4) C/ut"-: Juo 4 st,1, ( 4i= 411 FLI451,1 75rK, Q-- 9114 • eft- i w.---C4Je copy.) /-'(9a (..4) 1111-70,1 eielA )(: e9 -31/7 e /1 jt 7r/b(S7 4-1 cv, 4c( hii3 ring e)= Copyright 2005, SEGA Engineers ott SEGA Engineers PROJECT / Structural & Civil Consulting Engineers JOB NO. 22939 SE 292nd Place • Black Diamond, Washington 98010 t2-- z4-47_ O C -w pj, FIGURED BY C (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DATE!7/9I/ ZSHEET¢ OF Nb - 1. pp EI L___ f oo/L (.,cone 64 id 13,41 t_ F.NITty I 0i) (4(2?jc(3t,)=- 3/IS-07 1)-)" C=1(g) ?sr) rip optr _ ����➢l'� My CZ'C') ``til'1-`7,C')(0'01144) '.. V tick FET - -tx Tf 64'celL /3►-►: �' ?Ln�k/ �'- /z, rF `+ 41-:L = 1,zu.. /Aim- /Z41 41 4'`) lG;s)'- z1PariV �i 7r tat V = 4..v f : Oe7L(1.60( )10�1'��i fits, a cig- Copyright 2009, SEGA Engineers ac. 41 % LSC d,tg"- S'/wII'J Lvt- SEGA Engineers/ Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Project LS2-2442 Job No. 05-087 By: GAT Checked Date: 12/27/12 Sht. LATERAL LOADS - SEISMIC Maximum Base Shear, V = F SDS W R where, F = 1.1 Two -Story Building SDS = 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) (40ft) (36ft) (16psf)+ (2) (40ft+ 36ft) (4.Oft) (9.5psf) = 29 kips (40ft) (38ft) (14psf)+ (2) (40ft+ 38ft) (8.5ft) (9.5psf) = 34 kips Design Base Shear , V = ( .169) (63 kip) = 10.6 kip E = 10.6 kip = 7.6 kip 1.4 W total = 63 kites WIND Design Wind Pressure, ps = X Kn IM, Pao 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 Krt = 1.00 IW = 1.00 Pso = 10.4 psf 85 mph P0-15 = ( 1.00) ( 1.00) (10.4 psf) ( 1.00) = 10.40 psf P20 = (1.00) (1.00) (10.4 psf) (1.00) = 10.40 psf P25 = ( 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 Section 6.5.7 Section 6.5.5 Figure 6-2 Design Base Shear: (Wind) Vub= (40ft) (10ft) (10.4psf) + (40ft) (5ft) (10.4psf) +.(40ft) (5ft) (10.4psf) + (40ft) (5ft) (10.4psf)=10.4ki.s Therefore, Vsis= (39ft) (10ft) (10.4psf) + (41 ft) (5ft) (10.4psf) + (38ft) (5ft) (10.4psf) + (12ft) (5ft) (10.4psf)=8.8kips Wind Loads Govern for Lateral Design - Front/Back Wind Loads Govern for Lateral Design - Side/Side Copyright 2012, SEGA Engineers SEGA Engineers PROJECT / Structural & Civil Consulting Engineers Gsz.- a 4z JOB NO. O 5 - o 2,1 FIGURED BY U AT 22928 SE 312th ST • Black Diamond, Washington 98010 c (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DATEf Zl %jLSHEET Qp OF S�aE Qety, NE.Si CSN s Nom- wig -LL / 3 f•Ztc ( ') C1d)4o, V c -7 F5, S,Z°O jam, 1 -V- a • .x,,5'7 3S 4. Su,& 14/ijL._ z )t x; ' ( 100, 4/"- D r ( 3(tor f`)] , /&,S/ f (1, S' - z. (r'" ti7oi)-11Ai; ir--9P6ir A> '147 i7°4# t jCln)U 14')=� iz 37H- /3. 71)1) tl1..." 21 Copyright 2005, SEGA Engineers SEGA Engineers PROJECT k ; s i —244 Z / Structural & Civil Consulting Engineers 22928 SE 312th ST • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 JOB NO. FIGURED BY 67,4r CHECKED BY DATE 1 iL SHEET rl OF os --0q.)7 s by .1J,/�L NrAtr- Idc-c.=113 i. RoQF : UK (, q' 4" - z.I, S'r 1,414. l' L uo (1,14. X V �. 1) .q 7le e-+ £4)'°(-'°' '', ` z i eco $ cid )Q= it, C't 1/-3'4 4-K'L1' zl iJ a $ " 4 1 1 - pt,= t8a�+yr- Npvl 3!f r a,lo! c.' ai C3Z)()d11Llo,�Pk,= Z�oZO r , z.v zs -x9,S' " GI °P r` G2 L 14/ .Lt£ ft wo VP. 0-0-s' )il°r ?14)&'x1 g1- 44)(4 /t/"' 413;) - r ✓ A` Sr •� ' IAC • Io- fwr r Copyright 2005, SEGA Engineers SEGA Engineers / PROJECT / Structural & Civil Consulting Engineers Ls2- Z', -z JOB NO. 175'-0 / FIGURED BY Fir 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DATE �iZ �4Z SHEET S9 OF )--1,-sttisci- 3" 0— 1'91,3 A'— -1,40P1 - Shy 141414,t/i rzwr• fin, (e)(1Z7/'t1t r Copyright 201L SEGA Engineers ch(N, )3fr)= /,GGA 1" 111 vr-tAvrpod:11-1 SEGA Engineers /structural & Civil Consulting Engineers PROJECT L52-2442 22939 SE 292nd Place • Black Diamond, Washington 98010 ICH NO. (380) 886-1017 • FAX 888-1018 m5-mS1 FIGURED BY GAT CHECKED BY DATE 12/21/12 SHEET J OF J 1 SHEAR WALL SCHEDULE Mark Minimum Sheathing (1) Sheathing Nailing (1) Anchor Bolts (3) Remarks (4) l'• 5/8' T1-11 or 8d @ 6" O.C. 5/8' @ 60" o.c. QaII = 230 plf '/2" OSB E> '/2' CDX or OSB 8d @ 4" o.c. 5/8" @ 32" o.c. QaII = 350 plf D> See detail 12/S2.0 for Construction Notes: 1) All walls designated " i>" are shear walls. Exterior walls shall be sheathed with rated sheathing (24/0) and nailed at all panel edges (Blocked) per schedule (uno). Edge nailing at T1-11 shall be through each edge of eachpanel. Nailing at intermediate framing to be at 12" oc. Nailing not called out shall be per IBC Table 2304.9.1. 2) Holdowns and other framing hardware by Simpson or equal to be used per plan. Ends of shear walls shall use double studs minimum (UNO). 3) Use minimum of (2) bolts per sill piece with one bolt located not more than 12' nor less than 5" from each end of the piece. Embed bolts a minimum of 7" into concrete. Washers to be minimum 3" x 3" x 1/4' and of hot -dipped zinc -coated galvanized steel. 4) Allowable loads are permitted to be increased by 40% for wind design in accordance with IBC Section 2306.3. March 1, 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 D13-053 Homestead at Foster Point, Lot 2 —13304 56 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, hall cian File o. D13-053 W.•IPermit CenterlCorrection Letters120131D!3-053 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 Project Name: Homestead at Foster Point, Lot 2 Permit #: D13-053 Plan 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. The layout of the house on the site plan does not match the house plans. Provide clarification to show house plan consistent with the site plan layout by either indicating the house shall be reversed or a site plan showing the house placed to match the plans. 2. The house shown on the site plan appears to not set parallel with the property lines. Provide clarification if this is the intent with front and back dimensions or show the house parallel with the property lines. 3. Provide a north directional arrow on the site plan. 4. Show the specific location of the crawlspace drainage discharge pit on the site plan. 5. 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. Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. PLAN ' IE s COPY UTING SLIP ACTIVITY NUMBER: D13-053 DATE: 03-05-13 PROJECT NAME: HOMESTEAD AT FOSTER POINT - LOT 2 SITE ADDRESS: 13304 56 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPA TM L TS:,� 1 5 uilding Division Public Works ❑ Fire Prevention Structural n n Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 03-07-13 Not Applicable n Comments: •Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route ..kStructural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 04-04-13 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 INPERM1T COORD COO PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-053 DATE: 02/13/13 PROJECT NAME: HOMESTEAD AT FOSTER POINT, LOT 2 SITE ADDRESS: 13304 56 AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Planning Division Fire Prevention 9 ® Division ublic Works 6-)411Structural Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 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) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 1:1 Fire 0 Ping 0 PW 0 Staff Initials: City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3-5- 0o1.3 Plan Check/Permit Number: D13-053 ❑ 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 2 Project Address: 13304 56 Av S Contact Person: Summary of Revision: Rvy,o,j Phone Number: c5"))-- -3035 1 ---,bo-") RECEIVED r&QFTUI(WI A MAR 0.5 2013 PERMir aX3Vietpi. Sheet Number(s): "Cloud" or highlight all areas of revision including dat .sion Received at the City of Tukwila Permit Center by: ` .--Entered in Permits Plus on C:\Users\jennifer-m\Desktop\Revision Submittal Form.doc Revised: May 2011 City oikukwila • Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-433-0179 Fax: 206-431-3665 Web site: http://www.Tukwi la WA .gov WATER METER INFORMATION Parcel No.: 2172000227 Address: 13304 56 AV S TUKW Suite No: Applicant: HOMESTEAD AT FOSTER POINT, LOT 2 Permit Number: D13-053 Issue Date: 05/09/2013 Permit Expires On: 12/21/2013 DESCRIPTION OF WORK: CONSTRUCTION OF 2442 SF SFR WITH 401 SF ATTACHED GARAGE AND 118 SF COVERED PORCH ALONG 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 Work Order Number: 21340108 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 D13-053 Printed: 07-01-2013 lal Department of Natural Resources and ra. 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 /356 , e, Z-0 Property Street Address &IV/ bq " • g2781? City State ZIP ..� y /4,4e r uC o ner's/lame / Owner's Mailing Address �ar//of City 1i(Jzq T37/ State ZIP tS3 - g90-- Slo6 0 Owner's Phone Number (with Area Code) as3 —y -yo 36 Property Contact Phone Number (with rea Code) Party to be Billed (if different than Owner): Name Street Address For King County Use Only Account # No. of RCEs Monthl,, Rate City State ZIP • Residential Customer Ple,se 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. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corre ed d f etermina Fi of a revised capacity charge. Sewer District / Agency Contact & Phone Number Date of Sewer Connection Side —0O3 ewer Permit Number Required: Property Tax Parcel Number Subdivision Name Lot Number Building Name Subdivision Number AECEWED Block NumbWY OFTvIA FEB 21 2013 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 Signature of Owner/Representative Print Name of Owner/Representative Date — a/-- 0a043 Contractors or Tradespeople Peter Friendly Page 4 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 HIGHCH101565 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 518956 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 51,000,000.00 11/19/2012 2 New Hampshire Insurance Co 01LX019658183 11/20/2011 11/20/2012 51,000,000.00 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 httns://fortress.wa. s?ov/lni/bbip/Print.aspx 05/09/2013 VICINITY MAF DOrasFOUT GB SUMP VI/SOLID LID 6' BURY 4" RI6ID OR 6" FLEXIBLE FREFORATED FIFE I 1/2"/4 GK NTS VANS! lo' MAL W rn1. DRG! MAIN I °U'1CT CRAWSPACE DRAINAGE DETAIL NTS NOTES: LOT 2 15 A FLAT LOT. MAIN FINISH FLOOR AT .J% FILE COPY These plans have been revie Works Department f conforma City standards. A; ' tance is subject omissions which ,��, not authorize violations adopted standard, or ordinances. The responsibi for the adequa of the design rests totally with th designer. Addi ons, deletions or revisions to these drawings aft: this date will void this ,acceptance a will r-.uire a resubmittal of revised drawings for su,, - ' uent approval. 1.47 I=1RI� ,ifccept. nce is subject to field inspection by the Public Works utilities inspector. Date: By: zrzo/t& oficti" (s s4tr,4CGtz ?LAS 5.&144-r INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER C Z.v it as.o) SCALE 1:20 CRAWLSPACE DISC -LARGE PIT REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2013 City of Tukwila BUILDING DIVISION THE HOMESTEADS AT FOSTER POINT CORRECTION D13-453 LOT 2 COVERAGE CALC. LOT AREA■ 6,500 SF PROPOSED STRUCTURE■ I,292 SF LOT COVERAGE ■ 299 RECEIVED PLAN L52-2442 CITY OF TUKWILA MAR 0 5 2013 PERMIT CENTER 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 "B" SOIL SITE CLASS "D" CONSTRUCTION TYPE: V OCCUPANCY GROUP: 1R-3 DESIGN CRITERIA: TABLE R3012(1) GROUND SNOW LOAD WIND SPEED SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP. ICE SHIELD UNDER - LAMENT REQUIRED FLOOD HAZARDS AIR FREEZING INDEX MEAN ANNUAL TEMP WEATHERING FROST LINE DEPTH TERMIITE DECAY 30 ph) DI/D2 MOD 18 SLIGHT- MOD SLIGHT 11 NO LPEGAL JURISDICTION 50 50 ADDITIONAL REQUIRED SUBMITTAL ITEMS ITEMS TO BE SUBMITTED 8Y THE OUNER OR CONTRACTOR AT TIME OF PERMIT SUBMITTAL: - MFG. JST. 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 FINISHED 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 (f'c) AT 2S DAYS MODERATE WEATHERING POTENTIAL BASEMENT WALLS, FOUNDATION 4 OTHER CONCRETE NOT EXPOSED TO THE WEATHER 250(4 psi , p BASEMENT SLABS 4 INTERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLAB. 2 , psi p BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS 4 OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 psi (4 1/2% air entrained +/- I I/2%) PORCHES, 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' SHALL BE AVAILABLE ONS TE FOR REViEW BY BUILDING OFFICIAL RE INFORCE ING STEEL TO COMPLY WITH ASTM A615 GRADE 40. U.N.O. WALL CONSTRUCTIONA=RAMING GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE R6023(1) GYPSUM WALL BOARD AT INTERIOR WALLS TO BE FASTENED ACCORDING TO TABLE R1023.5 MINIMUM TI-IICKNESS AND 14PPLiCATION OF GYPSUM BO ,RD TABLE R10235 THICKNESS OF GYPSUM BOARD (INCHES) APPLICATION ORIENTATION OF GYPSUM BOARD TO FRAMING MAXIMUM SPACING OF FRAMING MEMBERS (INCHES 0.C.) MAXIMUM SPACING OF FASTENERS (INCHES) SIZE OF NAIL FOR APPLICATION TO WOOD FRAMING NAILS NAILS adhesive SCREWS 13 GAGE 1-3/S' LONG 19/64' HEAD0.095' DIA. 11/4', LONG ANNUL4RIIRINGED 5d COOLER NAIL 0.086' DIA,f1 5/8' LONG 15/64' HEAD OR GYPSUM BOARD NAIL .086 DIA. 1-5/8' LONG 9132' _.; EAD 1/2 CEILING EITHER DIRECTION 16 1 12 GEILING PERPENDICULAR 24 ""` 1 12 WALL EITHER DIRECTION 24 8 12 WALL. EITHER DIRECTION 16 8 16 5/8' CEILING EITHER DIRECTION 16 1 12 SAGE 1-5/8' LONG 19/64' HEAD,0.098' 01A. I -3/S' LONG 6d ARCOOLER NALD0092' DIA. I-1/8' LONG 1/4' I°}EAD OR:4CsYPSUM BOARD NAIL0.0915' DIA. 1-1/8' LONG 15/64' 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 UJOOD CONSTRUCTION (NDS) 8d COMMON (0.131' DIA., 2-1/2' LENGTH), 8d BOX (0.113' DIA, 2-1/2' LONG), IOd; 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., 1-5/8' LONG ), 6d COOLER (0.092' DIA., 1-1/8' LONG) LUMBER GRADES FRAMING LUMBER SHALL COMPLY WITH TI -IE 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 MAK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE T1 -4E FOLLOWING UNADJUSTED DESIGN MiNiMUM PROPERTIES: JOISTS: WOOD TYPE: 2X4 2X6 OR LARGER NF *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 BEAM DF -L *2 - Fb=900 psi, Fv=180 psi, Fc=1350 psi, E=1600000psi DF -L *2 - Fb=815 psi, Fv=110 psi, Fc=600 psi, E=1300000psi 4X 6X OR LARGER STUDS HF *2 - Fb=915 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi 4F *2 - Fb = 915 psi, Fv =150 psi, Fc =1300 psi, E =1300000ps i 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=1300000pei DF -L *1 - Fb=1200 psi, Fv=110 psi, Fc=1000 psi, E=1600000psi 4X4 4X6 OR LARGER 6X6 OR LARGER GLUED -LAMINATED BEAM (GLIB) SHALL BE 24F -V4 FOR SINGLE SPANS 4 24F -VS FOR CONTINUOUS OR CANTILEVER SPANS WITH T1 -4E FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv = 165 PSI, Fc = 650 PSI (PERPENDICULAR), E = 1,500;000 PSI. 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" SHALL HAVE T1 -IE MINIMUM PROPERTIES: Fb = 2,900 PSI, Fv = 290 PSI, Fc = 150 PSI (PERPENDICULAR), E = 2,000,000 PSI. BEAMS DESIGNATED AS 'LVL" SHALL HAVE THE MINIMUM PROPERTIES= Fb = 21200 PSI, Fv = 285 PSI, Fc = 150 PSI (PERPENDICULAR), E = 1,900,000 PSI. BEAMS DESIGNATED AS 'LSL" SHALL HAVE THE MINIMUM PROPERTIES: Fb = 1100 PSI, Fv = 400 PS i, Fc = 680 PSI (PERPENDICULAR), E = 1,300,000 PSI. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL BE LIMTED AS FOLLOWS: FLOOR LIVE LOAD MAXIMUM = L/480, FLOOR TOTAL LOAD MAXIMUM = L/240. PLANIiNiIOMPAd11E0 No dviimixisamodaaplaits oul1 approval ism its Plannkie °Melon oil DOD �lww. No changes, allititS made to the mei.. of work without prior aof Tukwila.Buiiding Division, NOT!: Revisions will regatta eOw pian submittal and may include additional pian reviewfees. WALL CONSTRUCTION~tING (CONTINUED) 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 THOSE 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/UJALL/FLOOR SHEATHING TYPICAL WALL 4 ROOF SHEATHING SHALL BE 1/I6' RATED SHEATHING MINIMUM UNLESS OTI-IERWISE SPECIFIED. MINIMUM NAILING SHALL BE Sd COMMON • 6' O.C. 6 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 ed COMMON AT 6' O.C. s PANEL EDGES AND 12' O.C. IN FIELD. SPAN INDEX SHALL SE 40/20 UNLESS NOTED OTHERWISE. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. WALL FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE PROVIDED IN T1 -4E 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 WAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8' (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. FOUNDATION (CONTINUED) 1. BITUMINOUS COATING 2.3 POUNDS PER SQ. W. OF ACRYLIC MODIFIED CEMENT 3. I•;' COAT OF SURFACE BONDING CEMENT COMPLYING WITH ASTN 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 IS 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 SHALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE -- FOLLOWING. 1. 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, KETONS 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 N MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. R4TPfi'2OOFING NOTES: ALL REQUiRERMENTS OF 2009 UNIFORN PLUMMIBING CODE WITH WASH STATE AMENDMENTS (UPC) SECT. 313.12 RAT PROOFING STRAINER PLATES ON DRAIN INLETS SHALL BE DESIGNED AND INSTALLED SO THAT NO OPENING 15 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 TINE 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 51-IALL 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 FI !BLOCKING DRAFTSTOPPING WHEN THERE IS USABLE SPACE BOTH ABOVE 4 BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLEY, DRAFTSTOPS 514ALL 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 5Y A FLOOR MEMBRANE ABOVE 4 A CEILING MEMBRANE BELOW, DRAI'TSTOFPNG 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. DRAFTSTOPPING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION R302.12 FIRE BLOCKING FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE BARRIER BETWEEN 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 81003.19. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPERATION. FIREBLOCKING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION R302.Ii.I. LOOSE -FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED. NE 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 -PIT 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 HAVE A FLAME -SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WIN ASTM E 84 EXCEPTIONS: I. WHEN SUCH MATERIAL ARE INSTALLED IN CONCEALED SPACES, THE FLAME -SPREAD AND SMOKE-DEVELOFEMENT LIMITATIONS DO NOT APPLY TO THE FACINGS, PROVIDED THAT THE FACING IS INSTALLED N SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF NE CEILING, FLOOR, OR WALL FINISH. 2. CELLULOSE LOOSE -FILL INSULATION, WHiCH IS NOT SPRAY APPLIED, COMPLYING WITH THE REQUIREMENTS OF IRC R3I63, 51-IALL 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 514ALL BE SEALED, CAULKED, GASKETED OR UEATHERSTRIPPED TO LIMIT AIR LEAAGE. VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER 51-IALL 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 51-4ALL 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 1/4'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 51-IALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. (END CUT SOLUTION BY WOLMANiZED WOOD) PER IRC 3113, FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL BE OF 140T -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 BE 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. EXTERIOR DOORS, WINDOWS AND SKYL IC'ITS WINDOWS SHALL BE INSTALLED AND FINISHED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS 51-1ALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. ALL SKYLIGHTS AND SKY WALLS TO BE LAMINATED GLASS UNLESS NOTED OTHERWISE. SECTION R310 -EMERGENCY ESCAPE 4 RESCUE OPNGS SLEEPING ROOMS SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY AND RESCUE OPENING. SUCH OPENING SHALL OPEN DIRECTLY INTO A PUBLIC STREET, PUBLIC ALLEY, YARD OR COURT. Nos THE NET CLEAR OPENING DIMENSIONS REQUIRED BY� TI -115 SECTION SHALL BE OBTAINED BY THE NO AL RESCUETIOPEOF NG FROM THE INSIDE CAPE AND {'�+yow�hL m MINIMUM OPENING AREA: ALL EMERGENCY ESCAF:~L�V I Of COM ad ;, AND RESCUE OPENINGS SHALL HAVE A MIN. NEL ,. CLEAR OPENING OF 5.7 SQ. Er. EXCEPTION: EXCEPTION: GRADE FLOOR OPENINGS 51-IALL 1444NOVIIKp 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' IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS 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 THE WINDOW IS LOCATED. SAFETY GLAZING 51-IALL BE INSTALLED IN THE FOLLOWING LOCATIONS OR AS OTHERWISE REQUIRED PER IRC SECTION 8308.4 SIDE. HINGED DOORS PY () 3.. City Of Admit WILDING DIVISION DRILLING AND NOTCI-(ING STUDS. DRILLING AND NOTCHING STUDS. PER SEC R602b 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 5i8 INCH (16mm) OF THE STUD WIDTH, THE EDGE OF TO THE EDGE OF THE STUD, AND THE HOLE IS 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 R6026(i) AND R6026(2). -EXCEPTION: USE OF APPROVED STUD SHOES IS 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 IS 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 (38 nm) WIDE 514ALL 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 8602.6.1. -EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING. INSPECTIONS ,AND ENFORCEMENT 2. SLIDING GLASS DOORS AND PANELS IN SLIDING 4 BI -FOLD CLOSET DOOR ASSEMBLIES L ES 3. STORM DOORS 4. SHOWER AND BATH TUB, HOT TUB, WHIRLPOOL, SAUNA, STEAM ENCLOSURES 5. GLAZING W/ THE EXPOSED EDGE WITHIN A 24' ARC OF EITHER VERTICAL EDGE :. OF A DOOR IN THE CLOSED POSITION 4 BOTTOM EDGE IS LESS THAN 60' ABOVE THE WALKING SURFACE 6. GLAZING GREATER THAN 9 S.F. AND LESS THAN 18" ABOVE FINISHED FLOOR 1. GLAZING iN GUARDRAILS y ,, 8. GLAZING LESS THAN 18' ABOVE FINISHED FLOOR 9. STAIRWAYS, LANDINGS 4 RAMPS WITHIN 36' HORIZONTAL OF WALKING SURFACE AND 60" ABOVE ADJACENT WALKING SURFACE MECO-I,4NICAL 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 SO 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 WH1CH 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 DUELLING UNIT 51-1ALL BE PROVIDED WITH ,4T LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERTURE WSEC SEC. 503.8.1 VENTILATION GROUP R OCCUPANCIES 51-IALL BE PROVIDED WITH VENTILATION SYSTEMS WHICH COMPLY WITH THE SECTION Mi508.5 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 MI5083. 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 71 -IE SIDE OF FURNACE. 220 CFM REQUIRED W/ A RUN TIME OF 8 HRS. MIN. FAN MUST OPERATE AT LEAST ONCE EVERY THREE HOURS SO VENTILATION EFFECTIVENESS CAN BE 1.0 * 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 LENGI-IT OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. TH9 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 16 DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR 51-IALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR 51-IALL BE PROVIDED BY OTHER APPR MEANS. = 100 SQ INCH TRANSFER GRILL PER IMC 504.5 POSTING OF CERTIFICATE WSEC 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 DUCTS OUTSIDE THE CONDITIONED SPACES, U -FACTORS FOR FENESTRATION, AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LIST THE VALUE COVERING THE LARGEST AREA. THE CERTIFICATE SHALL LIST THE TYPE AND EFFICIENCY 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 R5-33, 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. 502.45 TESTING 514ALL 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'PRESENCEOF DEPARTMENT STAFF: THE BLOWER DOOR TEST RESULTS SHALL BE RECORDED ON THE CERTIFICATE REQUIRED IN SEC. 105.4. LIC- -ITI1 WSEC SECTION 505 505.1 INTERIOR LIGHTING: A MINIMUM OF 50 PERCENT OF ALL LUMINAIRES SHALL BE HIGH EFFICACY LUMINAIRES. -EXCEPTION: ON LIGHTING THAT COMPLIES WITH THE PRESCRIPTIVE LIGHTING OPTION IN SECTION 1520 OR THE LIGHTING POWER ALLOWANCE OPTION IN SECTION 1530. 505.2 /5053 EXTERIOR LIGHTING: LUMINAIRES PROVIDING OUTDOOR LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINAIRES. -EXCEPTIONS: I) 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 -S OR SMALLER LAMPS (BUT NOT T-10 OR T-12 LAMPS). STAIRWAY ILLUMINATION PER SEC 303.6 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 TI -IE 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 0 5 2013 PERMIT CENTER CORRECTION LTR#4-1....-0. p13%- 053 *REFER TO FLAN FOR OPTION SELECTION* ALL GLAZING TO BE IN COMPLIANCE WITH THE LATEST WASHINGTON STATE ENERGY CODE. TOTAL GLAZING AREA AS A 9s OF GROSS FLOOR AREA = WINDOW AREA/FLOOR AREA= % OPTION GLAZING AREA % OF FLOOR AREA GLAZING U -FACTOR VERTICAL OVERHEAD DOOR U -FACTOR CEILING VAULTED CEILING WALL ABOVE GRADE WALL -INT. WALL -EXT. GRAD GRADE. FLOOR SONG GRADE 13% 034 0.50 020or R-49 V8 R-38 NT21 R-21 R -I0 R-30 R-10 2' 11 25% 0.32 0.50 020or IR -38 R-49 ADV R-38 NT21 R-21 R-10 R-30 R-10 2' III UNLIMITED 030 0.50 020 R-49 aDVB R-38 R-21 NT R -2I R -I0 R-30 R2 10 •• �a woo :a g + zM E V g • viz78 It! •• LS2-2442 4= REVIEWED FOR CODE COMPLI ►NCE APPROVEb MAR 0 8 2013 A:7 WC - City of Tukwila BUILDING DIVISION 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: Date: 2013 N-1 WEATHER RESISTANT BARRIER OVER SHEATHING OR SUBSTRATE FINISH SI17IN6 6SM TRIM FLASHING WITH S" MIN. VERTICAL LES, HORIZONTAL 1^10017 TRIM 0 I Z. Tm IM 61--1 E TH INa/WOOD vTume N.T.S. 12 12 1 18'x30' ATTIC VENT .411111111111= 1111111111h,_ 440111n1111 Ir11111■11111►.. .��1111n11ir11111 1n111r1n'"rl nb .�11m111�111�1■111x1■1i1�111�1■111�I■111��. AX 111■1111111111111Ir11111■111111M11m11111■11111■n11 ._ 111111111111111MINIMIIIMMEM1111N11111111111111111 11111111111181111111111111111=1101111111101 1 011 1111 1I■111I1■11111■ 11 111 1I■111I1■111 1•I •II •II II II it II II• II 11 FI F •1I II •II 1 •I1 II 31-4AKE SIDING 2x6 EXTERIOR WALL '1/16' PLY OR OSB SHEATHING, TYP. SIDING PER ELEVATIONS OVER VAPOR BARRIER, PRE -FINISHED CONTINUOUS SI4EETMETAL FLASHING, TYP. COMP. ROOFING OVER VAPOR BARRIER ATOP 1/16' PLY OR 065 SHEATHING, TYP. TRUSS OR RAFTER PER PLAN 00F TO 1, IL LI- P1..14S INCA DET, I L N.T.S. 5/4X10 BARGE BD. w/ 1x2 TRIM 5/4x6 FREIZE BD. 5/4x12 BAND BD. w/ 2x3 CHAMFERED CAP W/ FLASHING �IIII' IS \\\\�. ill!�SQ��II1111\11111■It.. ��■IIIIrr�;1��11■Illttl\�IIII1IIL�.0��010. l sn1111i\\S\1nI111;; 1111I■II fi 4�,:���Ilmlllmlll►���llmll''�.IIIm11111■i.. ��- 00@���/I■11\\\�\\'111111111■Ilb\ 90111"%11111■11111■11111■11�. i�\�\ Ir■li d\��\!1111■111111► II■IIIII■IIIII■IIIII■IIImII111_ \\ V 1►\��1/1■IL�����\�:: .�■11111■IMI■11111■11111■11111�IIQ\. " „��1�,X111►1\�\111■1111V��u.1�1111r■I111r■11111■0111■ MI■I111111111. "i'"i \ 1\`�\ 1I I I 1I 1 11 I II I 11 1 11 I 11 11 11 1��� �\\iii ieNEST 5/4x8 BAND BD. w/ 2x3 CHAMFERED CAP W/ FLASHING HORIZ. LAP SIDING Lo/ 6' EXPOSURE Iiti \-, \700111111■1116..._ \� _.1111111 'i1',��\11e ` �''ri�I■11. 11.„_.. k1. \„,,,,, ..,11■111111 ■111% 1111..__ �o`� \r11111■111fii'� ._ 11f i1111■11111■111�1._ 1111�\`��111111r:'I1 �111111111n1111111111rst.,_ ,4 \Iiillelin NW. IIM 111111111111111111111111111111111111 11111111114111111 l■N:�IIIII■111m1■i111m1IIr iiuiI■IIIA■uiIIIMMII■In il■IIIIM 1N•m� ih =A5i��VAiION I/4"= 11-0” WINDOWS TOP PANEL soup EI EVAiION 1/4"=1-0" bI3O53 GABLE END BRACE REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2013 City of Tukwila BUILDING DIVISION 15' SHUTTERS GRAPE TO SLOPE AWAY FROM FOUNDATION A MIN. OF 6" WITHIN THE FIRST 10' SEE SHEET 5 P WATERPROOF I N6 ,��Y�iION 1/4"=1'-0" COMPOSITION ROOF 5/4x8 FACIA BD. w/ CONTINUOUS GUTTER 6' CORNER 4 DOOR 4 WINDOW TRIM TAPERED COLUMN w/ 20' SQ. BASE (3) PLACES RECEIVED CITY OF TUKWILA MAR 0 5 2013 PERMIT CENTER 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 z Ear A +M m• • S. i r <4 8 ro .:. cat M 110 a `I 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: LS2-2442 Date: 3-4-13 1 4.111061citisuir 4,44,.....0141 ieNEST 5/4x8 BAND BD. w/ 2x3 CHAMFERED CAP W/ FLASHING HORIZ. LAP SIDING Lo/ 6' EXPOSURE Iiti \-, \700111111■1116..._ \� _.1111111 'i1',��\11e ` �''ri�I■11. 11.„_.. k1. \„,,,,, ..,11■111111 ■111% 1111..__ �o`� \r11111■111fii'� ._ 11f i1111■11111■111�1._ 1111�\`��111111r:'I1 �111111111n1111111111rst.,_ ,4 \Iiillelin NW. IIM 111111111111111111111111111111111111 11111111114111111 l■N:�IIIII■111m1■i111m1IIr iiuiI■IIIA■uiIIIMMII■In il■IIIIM 1N•m� ih =A5i��VAiION I/4"= 11-0” WINDOWS TOP PANEL soup EI EVAiION 1/4"=1-0" bI3O53 GABLE END BRACE REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2013 City of Tukwila BUILDING DIVISION 15' SHUTTERS GRAPE TO SLOPE AWAY FROM FOUNDATION A MIN. OF 6" WITHIN THE FIRST 10' SEE SHEET 5 P WATERPROOF I N6 ,��Y�iION 1/4"=1'-0" COMPOSITION ROOF 5/4x8 FACIA BD. w/ CONTINUOUS GUTTER 6' CORNER 4 DOOR 4 WINDOW TRIM TAPERED COLUMN w/ 20' SQ. BASE (3) PLACES RECEIVED CITY OF TUKWILA MAR 0 5 2013 PERMIT CENTER 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 z Ear A +M m• • S. i r <4 8 ro .:. cat M 110 a `I 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: LS2-2442 Date: 3-4-13 1 STAIRWAY ILLUMINATION PER SEC 303k 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. J 40'-0' 14'-0' 15'-3' Z 40'-0' PATIO 4/0x#/0 XO 8/0x4/0 XOX EGRESS 2/0x6/0 2/0x6/0 CSMT 6/0x6/0 FX CSMT •. •• /11 XO 437 MA BTER BEDROOM 8' CEILING 5'-8' NOOK 9' CEILING BEDR00M 2 5' CEILING GREAT ROOM 9' CEILING METAL FIREPLACE INSTALL PER MFR SPECS. PROVIDE 6' SQ. IN. OUTSIDE AIR 100 VT2:,Oo ` 1 / -- j REFER 0 i L -JO MIN. 18'X24' C/,4 ii% .11 % iii tt 11 77 Vii% m LINEN $EPROOM 3 5' CEILING MECH. CHASE VEI-?CLE IMPACT BARRIER 1-IWI-I NOTES (DETAIL THIS SNT.) - PROVIDE EXPANSION TANK - PROVIDE SEISMIC STRAP - TPRV TO TERMINATE TO - PILOT 4 CONTR TO BE 18' OFF FLO `` TSIDE- d) 13/' SOLID C `Q Bt�i, ��... WOE" ���, TEFL DO• 2 � \\`�0 RATED \`` PLAYROOM 8' CEILING • 110V i i i r\\ -; 5 C- °-� II WASH I 1 V.T.O.S.1 1 1 %, LJL--J UNDER STAIR PROTECT ION PER R302.1 , 2/5x8/0 �1� ! C.O. BTLR PNTRY OPEN RAIL PER IRC BEDROOM 4 5' CEILING GARAGE SE ' /22'' TYPE 'X' GWB ON ALL WARM AND 61 STRUCTURAL WALLS. (1) LAYER 5/S' TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' TYPE 'X' GLOB 19'-0' 50C PWDR 2/0x4/6 SH OPEN TO BELOW 16/0x8/0 O.H. DOOR OPEN RAIL PER IRC ENTRY OPEN TO ABY DINING ROOM CEILING: BLUE 15 AWG TRACER WIRE REQUIRED AT NON- METAL WATER SERVICE PIPING PER UPC 604.6. 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). �!}ii a} INCsIs�{q1 4x6 PT POST WRAPPED TO TAPERED COLUMN w/ 20' S. BASE (3) PLACES 6/0x6 the bottom of the- enclose communicating with the out eachopening shall have a min 1 square inch per 2,000 B appliances in the enclosure. OR nI ti�enc ng wtttnn c n i `n 12 inches of provided. Where 0 ouil horizontal ducts, area of not less than total input rating of all 304.6.2 One permanent op n inches, of the top of the encos e free area of 1 square inch per 3, rating of all appliances. commencing within 12 d shall have a minimum Btu/h of the total input COVERED PORCH 5'-6' 4' MIN 2X STUD WALL / CONC WALL 2 1/4' QS X 5' LAG SCREWS O STUD WALL 2-3/5' 4) X 5' BOLTS W/ SIMPSON VGG ADHESIVE * CONC WALL 16GASTEEL STRAPPING WITHIN T1 E UPPER a LORWER ONE-THIRD OF THE APPL. 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 WATER HEATER WITHIN THE UPPER 4 LOWER ONE-THIRD OF THE APPL. 4 A MIN. OF 4' FROM CONTROLS FLEXIBLE GAS CONNECTION ANCHOR WH TO BASE - BASE TO FLOOR NO SCALE WATER HEATER SUPPORT ,OOR FAN /4"=1'-0" UTILTY ROOM NOTES: 1. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGI-IT OF THE EXHAUST DUCT 51-1ALL 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 IS DESIGNED FOR TINE 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 SQ INCH TRANSFER GRILL PER IRC G2439.4(614.5) 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 G.P.M. 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'-6' 5'-I0' 19'-0' 40'-0' 21'-0' 9. SMOKE DETECTORS TO BE INSTALLED PER SEC R314.3 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 HABITAL ATTICS. ALARMS TO BE INTERCONNECTED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. D. =SMOKE ALARM -CARBON MONOXIDE COMBO. 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 R315.I. 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 WI -ERE THE MEMBER IS NOTCHED OR BORED AND 51-1ALL 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 READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) REVIEWED FOR CODE COMPLIANCE APPROVED MAR o 8 2013 City of Tukwila BUILDING DIVISION OPTION GLAZING AREA % OF FLOOR AREA 13% LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN 15 INCHES FROM TOP OF THRESHOLD. (83113.1) blrO53 RECEIVED CITY OF TUKWILA MAR 0 5 2013 PERMIT CENTER MAIN -L00R PAN 1/4"= 1'_O" MAIN FLOOR UPPER FLOOR TOTAL GARAGE ISS SQ. T. 1210' SO. T. 2442 SQ. FT. 401 SQ. T. ALL GLAZING TO BE IN COMPLIANCE WITH THE LATEST WASHINGTON STATE ENERGY CODE. TOTAL GLAZING AREA AS A% OF GROSS FLOOR AREA = 311/2442= 15A4% GLAZING U -FACTOR VERTICAL OVERHEAD DOOR U -FACTOR CEILING VAULTED CEILING ABOVE GRADE WALL -INT. WALL -EXT. BELOW GRADE OW G D FLOORON SLAB GRADE 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: LS2-2442 Date: 034 050 020 25% 032 0.50 020 111 UNLIMITED 030 0.50 020 R-49 or R-38 ADV R-49 or orrR3ADV$ 3-4-13 R-38 R-21 INT R-21 R-10 R-30 R-10 2' R-38 R-38 R-21 NT R-21 NT R -2I R -I0 R-30 R-21 R-10 R-30 U.0.029 R -I0 2' R-10 2' 1l'-10' 40'-0' THICKENED EDGE 4x4 P.T. POST W/ PB BASE ON 24'x24'x12' CONC. FTG. W/ (2) -*4 BARS E.W. (TYP OF 2) 4' THICK CONC. SLAB OVER GRAVEL FILL 4' 0 SCHED. 40 STL. BOLLARD 4-3/8'X3' ANCHOR BOLTS (SIMPSON TITAN HD OR EQ) 4' CONCRETE SLAB FND. VENTS AS REQ. lJ —I --I ---I —! —I --I --I —I —I —I —I —I —I 4-3/8'X3' ANCHOR BOLTS (SIMPSON TITAN HD OR EQ) It 1/2' X 81 X 8' SIDE VIEW VEHICLE IMPACT 154RRIER DETAIL 4x4 POST (TYP.) ON 24'DIA. X8' FTG. 6 MIL VISQUEEN TH ROUGHO JT C LAP SPLICES VAP RAW 12'. ( RB SP LA RRIER CE K) 2 -0' BUCKOUT FOR FURNACE 4' CONC. SLAB W/ 6 MIL. VAPOR BARRIER OVER 4' COMPACT SAND AND GRAVEL BASE SLOP o 013eN,Ky N. la1X24' C/A SEE 12/82.0 FOR TOP OF STEM WALL 1'-4i' / / THICKENED EDGE 4x4 P.T. POST ON 24'x24'x12' CONC. FTG. W/ (2) -*4 BARS E.W. (TYP OF 3) 19'-0' 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 40'-0' OUNAfiION PAN 1/4"=11-0" NEC 250.50. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of 1/2" or 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 WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL BEAMS TO BE 4x10 DFL*2 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA. x S' 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 514OULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT, BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 1. PROVIDE MINIMUM l8'-24' CRAWL ACCESS. = CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES a PROVIDE CRAWL SPACE VENTILATION PER IRC. FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT 15 BELOW THE LOWER SURFACE OF THE FLOOR INSULATION 9. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER 10. 0 INDICATES POINT LOAD FROM ABOVE 11. 1 INDICATES 'SIMPSON' HOLDOWN SEE SHE4 WALL SCI-IEDULE FOR ANCHOR BOLT SIZE 4 SPACING. SHTS 1.0 .._....._� 12. bt3O53 RECEIVED CITY OF TUKWILA MAR 0 5 2013 PERMIT CENTER REVIEWED FOR CODE COMPLIN4NCE APPROVEb MAR 0 8 2013 City of Tukwila BUILDING DIVISION FOUNDATION VENTILATION: 6'x16' SCREENED FOUNDATION VENTS = .61 SQ. FT. 1163/150 = 1.15 SQ. FT. VENTILATION -OR- 12 VENTS VENTILATION CRAWL SPACE VENTILATION TOTAL NET FREE AREA REQ'D 1163/150 = 1.15 SQ. FT. PROVIDE SCREENED VENTS FOR VENTILATION W/ ONE OPENING WITHIN 3'-0' OF EACH CORNER OF THE BLDG. PER SEC. 8408 LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN • 1.5 INCHES FROM TOP OF THRESHOLD. (8311.43) USE 3' x 3' x 1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS CRIPPLE WALLS- PER SEC. 8602.9 * CRIPPLE WALLS SHALL BE FRAMED OF STUDS NOT SMALLER THAN THE STUDDING ABOVE WHEN EXCEEDING 4' IN HT. SUCH WALLS SHALL 5E FRAMED OF STUDS HAYING THE SIZE REQUIRED FOR AN ADDITIONAL STORY. • CRIPPLE WALLS WITH A STUD 1-4T. LESS THAN 14' 51-4ALL BE SHEATHED ON ONE SIDE, FASTEN TO TOP 4 BOTTOM PLATE. OR CRIPPLE WALLS TO BE CONSTRUCTED OF SOLID BLOCKING. •• C5 • 04 z Att a • of woo ••• Z n ga 8 PE •• VJ N M tc ;vow it] 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: LS2-2442 Date: 3-4-13 3 TYP OF 2 LSTA30 - HDR 4 SILL TO 3x BLOCKING. /-- (TYP. 2 PLACES) 312'x9' GLIB 1 LSTA30 - HDR 4 SILL TO 3x BLOCKING. (TYP. 2 PLACES) CONT. DBL. TOP PLATE R -I0 RIGID INSULATION • EXTERIOR SIDE OF WALL (SHADED AREA) KING STUD EXTERIOR PLYWOOD TRIMMER �EACE—R/INSUAiION IEiAl� 31/2' x 12' GLIB / 4x10 BEARING WAL L iii/iiiiiiiiiiii/./1iir�iiiiiiiiiiiiir�iiiii�iii .[111111_ 51/2'x131/2' GLIB. SOLID 51- UNDER LUNDER U1Al CKING 3-1/2'x 1-1'=' (FLUS 1��� LJLJL JL JLVJL JL IUSMTL. 1-4 .$ NG RS L5L ` n JL JL JL JL J 3 -1/2'x11 -1/S' LSL (FLUSH) EXU r UPPER FRAMING NOTES: 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/ 8d NAILS * 24' O.G. NAILED TOP 4 BOTTOM STAGGERED EA SIDE. 2. ALL HEADERS TO BE 4x8 DF *2 UNLESS NOTED OTHERWISE HEAD RS AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED W/ 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 I0'-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 STRAPS PER STRUCTURAL UNLESS NOTED OTHERWISE 8. 9. A REFER TO SHEAR WALL SCHED. ALL HANGERS/CONNECTORS TO BE 'SIMPSON' STRONG TIE LSTA30 - HDR 4 SILL TO 3x BLOCKING. (TYP. 2 PLACES) hl 00 = AM I N� PIAN 1/4" = I' -O" 1 n r NTS 0 VENTILATION CALCULATIONS 4 REQUIREMENTS AT LEAST 50%e 4 NOT MORE THAN 80% OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (MIN. 3' ABOVE EAVE OR CORNICE VENTS) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. PER IRC 806.1 ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FOR WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROS5 VENTILATION OF EACH SEPERATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATING OPENINGS SHALL BE PROVIDED WITH CORROSION RESISTANT WIRE MESH, WITH 14$1 MIN. 4 14' MAX. OPENINGS. IF EAVE VENTS ARE INSTALLED INSULATION SHALL NOT OBSTRUCT THE FREE FLOW OF AIR (MIN. 1' SPACE BETWEEN INSULATION AND ROOF 51-1EATHING * VENT LOCATION. BAFFLING OF THE VENT OPENINGS SHALL BE INSTALLED. BAFFLES SHALL BE RIGID AND WIND -DRIVEN MOISTURE RESISTANT. IF FEASIBLE BAFFLES SHOULD BE INSTALLED FROM THE TOP OF THE OUTSIDE OF THE EXTERIOR WALL, EXTENDING INWARD, TO A POINT 6' VERTICALLY ABOVE THE HEIGHT OF NON-COMPRESSED INSULATION, 4 12' VERTICALLY ABOVE LOOSE FILL INSULATION. (ALL CALCULATIONS WILL BE NET FREE AREA) UPPER ROOF: 1592 SQ. FT. OF ATTIC AREA/300=530 SQ. Ft. OF VENTILATION REQUIRED (164 SQ. NCHES) 1-11G14 VENT = 382 Sq. In. (8 VENTS) LOW VENT = 382 Sq. In. (EAVE BLOCKS) NOTE: EAVE VENTING PROVIDED BY (3)-1 yr DIAMETER 'BIRD HOLES' PER EAVE BLOCK (51/2' Sq. In. PER BLOCK). NOTE: UPPER ROOF VENTING PROVIDED BY 1'x1' ROOF VENTS. (49 * IN. PER VENT) MANUF. e 24' TRUSSES O.G. u ���— , y. ArAI � ,��KINEK LiI1iil1 A 12' 0.14. 9 BARGE 2x6 OF. 24' O.C. JAL GIRDER MANUF. TRUSSES tt �1 • J d w i1 11 w � w 52.0 52.0 JL JL JL JL k����� TYPOF2 ROOF FRAMING NOTES: 1I MONO -TRUSSES i� 9 24' O.C. 1. ALL HEADERS TO BE 4x8 DF *2 UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WAR1 WALLS TO BE INSULATED W/ R -I0 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' WITH MINIMUM 30' HEADROOM. 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 8602. NAIL SIZE AND SPACING TO CONFORM TO IRC SECTION R602, TABLE 8602.3. 6. REFER TO SHEAR WALL SCI -IED. MANUF. TRUSSES * 24' O.C. LUS48 g$00"RAM I NG P�AN /4"=1'-O" REVIEWED FOR `CODE COMPLI#,NCE APPROVE.' MAR 08 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 0 5 2013 PERMIT CENTER FLI zS gi ❖ga zM y k aw 8 gm .:. cat z' SGC 1-4 Ll •• 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: LS2-2442 Date: 3-4-13 4 AXA ROOF LLABHNG tNT auvAiiizeDFI TAPETYVEK ATJOINTS EXTEND TYVEK HEADER WRAP ATTOP PLATE OVER SHEATHING TYPICAL WALL FINISH COAT BROWN COAT SCRATCHCOAT WIRE LATH WEATHER RESISTANT BARRIER TYVEK STUCCOWRAP PLYWOOD SHEATHING 2'XB'WOOD STUDS w/11.21 BATT INSULATION 1/2. GYPSUM BOARD O ROOF/ WALL INTERFACE DETAIL 7-4 � LAP AND TAPE TYVEK AT JOINTS I, UPPER SHEET OVER LOWER SHEET) 11W. 1 Pi/lll, TYPICAL WALL TYPICAL WALL WOOD SIDING WOOD SHEATHING EK LAP B' & TAPE TYVEK. STAPLE VAPOR RETARDER BETWEEN JOISTS AND TO UNDERSIDE OF FLOOR SHEATHING O CANTILEVERED FLOOR DETAIL TYPICAL WALL WOOD SIDING WOOD SHEATHING EK & TAPE TYVEK TYPICAL WALL FLOOR/ WALL INTERFACE DETAIL WINDOW MINIMALLY EXPANDING POLYURETHANE FOAM OR APPROVEDCAULK (AROUND WINDOW RSO) WRAP TYVEKB INTO OPENING & TAPE TO SILL (ESP. @ CORNERS) USING TYVEK FLEXWRAP LAP & TAPE TYVEK ATJOINTS UPPER SHEET OVER LOWER SHEET) FASTEN TYVEKO FLEXWRAP CORNER USING MECHANICAL FASTENER INSTALLTYVEK FLEXWRAP AROUND PERIMETER OF OPENING ULKING CONCRETE SILL wl DRIP EDGE THROUGH -WALL FLASHING TYPICAL WALL, MASONRY VENEER 1' AIR SPACE �1 € BATHING wl 1.G2YPSUM BOARD 9 CATION 1/2' O WINDOW SILL DETAIL WINDOW WITH INTEGRAL MOUNTING FLANGE MINIMALLY EXPANDING POLYURETHANE FOAM OR APPROVED CAULK (AROUND WINDOW RSO) WRAP TYVEK LAP & TAPE TYVEK AUU(ING TYPICAL WALT, WOOD SIDING WOOD SHEATHING TYVEK HOMEWRAP 7/18' OSB SHEATHING 2k8' WOOD STUDS w/ 6.21 BATT INSULATION VAPOR RETARDER 12' GYPSUM BOARD FASTEN TYVEK FLEXWRAP CORNER USING MECHANICAL FASTENER INSTALL TYVEK FLEXWRAP AROUND PERIMETER OF OPENING O WINDOW SILL DETAIL MINIMALLY EXPANDING POLYURETHANE FOAM OR APPROVED CAULKING (AROUND WINDOW 650) WINDOW WITH INTEGRAL MOUNT] FLANGE TYPICAL WALL WOOD SIDING WOOD SHEA11NO EK INSTALL TYVEK FLEXWRAP OVER MOUNTING FLANGE. LAP TYVEK & TAPE JOINTS. 0 WINDOW HEAD DETAIL --iI-II-II-II--I- !I-II'-I-- III1111 I II -1. -11 -11 -1! -II 1. -11 PARGING & DAMPPROO 1 CONC• ETE FOUNDATION WALL O BASE OF WALL DETAIL TYPICAL WALL FINISH COAT BROWN COAT SCRATCH COAT WIRE LATH WEATHER RESISTANT BARRIER TYVEK STUCCOWRAP PLYWOOD SHEATHING TAB' WOOD STUDS w/ R-21 BATT INSULATION 1/2' GYPSUM BOARD LAP e' & TAPE/ CAULK TYVEK OVER METAL DRIP EDGE CAULK METAL DRIP EDGE TO CONCRETE FOUNDATION WALL O BASE OF WALL DETAIL PROVIDE WOOD BLOCKING & MINIMALLY EXPANDING POLYURETHANE FOAM OR APPROVED CAULKING AROUND PENETRATION TYPICAL WALL WOOD SIDING WOOD SHEATHING TYVEK PARD CONC NAGE LAYER NDATION WALL TYPICAL WALL WOOD SIDING WOOD SHEATHING TYVEK PENETRATION (ex. EXHAUST VENT) AULKING FLANGE (SEALED TO PENETRATION) EALTAPE TYVEK OWALL PENETRATION DETAIL TYPICAL WALL WOOD SIDING WOOD SHEATHING TYVEK LAP AND TAPE TYVEK FIRE BLOCKING AND DRAFTSTOPPING PER SEC. 302.11 1. IN COCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: A. VERTICALLY AT THE CEILING 4 FLOOR LEVELS B. HORIZONTALLY AT INTERVALS NOT EXCEEDING 101-0' 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CE IL NGS. 3. IN CONCEALED SPACES AT STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SEC. 8302.1 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. 12 1 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 0 A POINT 12" FROM WHERE TREAD IS NARROWEST PER CURRENT I.B.C. 4' SPHERE SHALL NOT PASS THROUGH 4 HANDRAIL TO BE PRESENT ON ON AT LEAST CNE BIDE OF STAIR HANDGRIP PORTION OF HANDRAILS ON OF IkSHALe HAVE MIN. 4 CIRCULAR EDS SHAROSS LL NAVE A MIN. RADIUS OF ALL REQUIRED GUARDRAILS TO BE 36' MIN. IN HEIGHT. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4* INCHES (I01mm) TO PASS THROUGH. 34'NOSING-7-IV4' MAX CONT. HANDRAIL 34'-38' ABOVE TREAD NOSING. PICKETS PER IRC 312.1 ON OPEN SIDE / PT RISERS / '1 P.T. 2X12 TREADS TO STRINGS / `2X4 THRUST BLOCK 9 i 6 SPHERE UNABLE TO PASS THROUGH OPENING BELOW STAIR INSTALL ki' We • CEILING, AND WALLS (3) 2242 STRINGERS FIRE BLOCK1M • MID -SPAN AND IN SW WALLS ALONG AND IN LNE WITH BIRINSERS IF AREA UNDER STAIR) 18 UIFINI8 ED INTERIOR HL 35 ANGLE SUPPORT DECK JOISTS PER PLAN DBL JST HU212 MTL. HANGERS AT EA. STRINGER 3-2X12 P.T. STRINGERS EXTERIOR ND NOTES ATTIC VENTILATION PER IRC 8806 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 COMPOSTION ROOF W/ 30* INTERWOVEN FELT ON 1/2' 24/0 PLYWOOD SHEATHING ALL ROOF FLASHING TO BE MIN. 26 GA GALV. STEEL. ••••••A•a.A.. IOISI$I$I#I$I$IOISI$I,I$ GRADE 1 ?VS? S 819 VVSKS 4' CONC. SLAB ON COMPACT R-30 FLOOR INSULATION FILL W/THK'D EDGES. PROVIDE *'XIS' REBAR DOWELS SLAB TO FNDN WALL TO PREVENT SETTLEMENT. PREVENT WOOD TO CONC. CONTACT W/ CONT. FLASHING OR APPROVED CRAWL SPACE qui KITCHEN FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR. GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) l 6 MIL VISQUEEN VAPOR BARRIER THROUGHOUT CRAWLSPACE. LAP SPLICES 12' MIN, NO SCALE 2x SCREENED EAVE VENT BLOCKS W/(3) 11'2' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE 1' MIN. AIR SPACE. TYPICAL EXTERIOR WALL: (2)2x6 TOP PLATES 2x6 STUDS 16' O.G. 2x6 BOTTOM PLATE 1/2' 51-IT'G (APA RATED 24/0) AIR BARRIER EXTERIOR SIDING PER ELEV. R-21 INSULATION W/ CONT. VAPOR BARRIER (WARM SIDE) 1/2' GYP. BD REVIEWED FOR CODE COMPLIINCE APPROVE' MAR 0 8 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 0 5 2013 PERMIT CENTER D13-05 3 •• •• 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: LS2-2442 Date: 3-4-13 5 O r E �J J SD. 111 L UFF LOO a !CTIA. I/4"= 11-0" 511 HB _4s / / V \I \ EF / 7 / ELECTRICAL KEY OVERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (VTOS) 4 L IGI-IT COMBO SMOKE ALARM - CARBON MONO. DET. 110 V W/ BATTERY BACKUP CABLE T.V. JACK PHONE UNDER COUNTER LIGHTS GAS OUTLET HOSE BIBS EXT. FAN VTOS 511 12011 riVe AO c . t 4 1 W.P. NOTE - ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS PER IRC 8303.6. MAIN I/4"=1' -O" b13o53 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 0 5 2013 PERMIT CL Tkt S gi ❖Z; yk VIS O 11-4. c :9IL:4 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: LS2-2442 Date: 3-4-13 6 GENERAL STRUGiUfRAL NOT S ALL CONSTRUCTION SHALL BE IN CONFORMANCE UJITH THE INTERNATIONAL BUILDING CODE (IOC), 2009 EDITION, WITH WASHINGTON STATE AMENDMENTS. DESIGN LOADS: ROOF LIVE LOAD 25 PSF (SNOW) DEAD LOAD 15 PSF FLOOR LIVE LOAD 40 PSF (RESIDENTIAL) DEAD LOAD 10 PSF WIND BASIC WIND SPEED S5 MPH (3 SECOND GUST) EXPOSURE B, Iw = 1.0, KZ, = 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING UJALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: Ss = 1.5 - IBC FIGURE 1813.5(1) SDs = 1.0, le = 1.0, R=6.5 C8=0.154 INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL SEARING 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 SE MINIMUM l'-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 HAYING A MAXIMUM SLUMP OF 4 INCHES WHICH GAN SE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. USE MINIMUM F'c = 3,000 P51 WITH 5.5 SACKS OF CEMENT PER CUBIC YARD 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 11/21'. ALL CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS 51-10WN OTHERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB SITE FOR BUILDING INSPECTOR VERIFICATION. RE INFORCING STEEL: ALL ALL REINFORCING STEEL SHALL BE GRADE 40 (GRADE 60 IF NOTED) DEFORMED BARS IN ACCORDANCE WITH ASTM SPECIFICATION 4-615. LAP ALL SPLICES 32 BAR DIAMETERS OR l'-6" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 1)14.) 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 COYER FOR REINFORCING STEEL: USE PROTECTION SLAB AND WALL BARS: INTERIOR FACES EXPOSED TO WEATHER OR EARTH FOOTING BARS 0/211 I1/2" (#5 AND SMALLER) 2" (4*6 AND LARGER) 3" TIME3ER: ALL LUMBER SHALL BE A5 FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DF*2 OR SETTER POSTS HF#2 OR SETTER 2x FRAMING I -P2 OR BETTER ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA 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 NOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC 2304.9.5. ALL MINIMUM NAILING 51-IALL BE PER IBC TABLE 2304.9.1 U.N.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 A190.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER. USE STRESS GRADE COMBINATION 24F -Y4 (Fb = 2,400 P51) FOR SIMPLE SPANS AND 24F -VB FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL SE CAMBERED ON A 3500' RADIUS U.N.O.6LUE SHALL BE CASEIN WITH MOLD INHIBITOR. UNLESS OTHERWISE SPECIFIED, SEALER SHALL SE 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 AS 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 BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL HAS 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 THE MANUFACTURER OR SUPPLIER. LAMINATED STRAND LUMBER (LSE): LAMINATED STRAND LUMBER (LSL) TO SE BY TRUSS JOIST WEYERHAEUSER (TIMBERSTRAND) OR APPROVED EQUIVALENT (Fb = 2,600 P5I, E = 1,100,000 P51). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN ESR -13S1. BEARING LENGTH 51-IALL NOT BE LESS THAN 11/2". DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER. HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER. LAMINATED VENEER LUMBER (LVL): LAMINATED VENEER LUMBER (LVL) TO BE SY TRUSS JOIST WEYERHAEUSER (MICROLAM) OR APPROVED EQUIVALENT (Fb = 2,800 P51, E = 1,900,000 P5I). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN ESR -1351. BEARING LENGTH SHALL NOT BE LESS THAN 1314". DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER. HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER. E3EARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 4x8 DF2 WIN ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-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 I6d 6 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAILS WITH 166 6 S" O.C. SHEAR WALLS: ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL BE AS 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 NOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. ALL HEADERS 51-1ALL NAVE 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 SNAKES. 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" 0.C. AT ALL SUPPORTED EDGES AND Sd COMMON OR GALVANIZED BOX NAILS AT 12" 0.C. AT INTERIOR SUPPORTS. APPLY 2 RATED SHEATHING (24/16) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH Sd COMMON OR GALVANIZED 50X NAILS AT 6" 0.G. AT SUPPORTED EDGES AND Sd COMMON OR GALVANIZED 50X NAILS AT 12" O.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. THE 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 SE 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'SE IN ACCORDANCE WITH NE RECOMMENDED ALLOWABLE LOADS. MANUFACTURER SHALL PROVIDE ALL FRAMING -TO -TRUSS AND TRUSS -TO -TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO NE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION AND VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION. GENERAL CONSTRUCTION NOTES: ALL CONSTRUCTION SHALL CONFORM TO NE INTERNATIONAL BUILDING CODE (IBC), 2009 EDITION. THE CONTRACTOR 51-1ALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE 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 PROVIDE TEMPORARY 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 51-14LL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON TI -IE DRAWINGS SHALL NOT SE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER. SH _AR JALL SC LULE MARK MINIMUM SHEATHING (I) SHEATHING NAILING (U ANCHOR BOLTS (3) REMARKS (4) 543" T1-11 Sd66"0.C. 5/$"660"0.C. Qa11=230PLF A 0R 1/2 " 055 1/2" CDX Sd 6 4" 0.C. 5,8" 6 32" 0.0. Qall = 350 PLF 5> 055 R SEE DETAIL 12 / 52.0 FOR CONSTRUCTION 1 NOTES 1) ALL WALLS DESIGNATED" D" ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE. EDGE NAILING AT T1-11 PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT INTERMEDIATE FRAMING TO BE AT 12" 0.0. NAILING NOT CALLED OUT SHALL BE PER IBC TABLE 2304.9.1. 2) HOLDOWNS AND OTHER FRAMING HARDWARE EY 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 SOLTS MINIMUM OF 1" INTO CONCRETE. WASHERS TO BE 3" x 3" x 1/4" PER IBC SECTION 2308.12.5 AND OF NOT -DIPPED ZINC -COATED GALVANIZED STEEL. 4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DESIGN IN ACCORDANCE WITH IBC SECTION 2306.3. .v 4 x 12 'SIMPSON' MSTC40 HOEDOWN. ALIGN WITH EMBEDDED STI-1D TYPE WOLDOWN BELOW. SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING SHEATHING 4 NAILING PER PLAN. MATCH WALL ABOVE U.N.O. FINISH GRADE 18" MIN D G • I6d 6 16" O.G. SOLE PLATE NAILING. �3/4" SUBFLOOR (3) Sd JOIST -TO -TOP PLATE U.N.O. MAINTAIN MIN. 11/2" END DISTANCE. 2 x 6 STUD a 16" O.C. USE DBL STUD 6 ENDS OF SHEAR WALLS 4 HOLDOWN5. 10'-0 MAX. 2x NAILER AND PT SILL w/ 54"4' ANCHOR BOLT 4 3" x 3" x 1/4" WASHER AT 5'-0" O.C. UN.O. 'SIMPSON' STI -1D TYPE I-IOLDOWN PER PLAN. *4 BAR 41 10" O.G. - HORIZ. 2'-0" #4 BAR 9 16" 0.C. - VERT. MAXIMUM FINISH GRADE *4 BAR CONTINUOUS MINIMUM IS" (TYP.) 1'-4" CRIPPLE WALL WITIH BACKFILL FOUNDATION SCALE: 3/4" = 1'-0" SCALE: NONE PATE: 02/05/13 ISSUE FOR PERMIT \y, W////// ////////4I UPFER FLOOR A = 1,163 SQ FT (TYP. OF 2) LSTA30 - HDR 4 SILL TO 3x BLOCKING: (TYP. 2 PLACES) 31/2x9GLB A A\ /A X LSTA30 - HDR 4 SILL TO 3x BLOCKING. — (TYP. 2 PLACES) J 1 X MAIN FLOOR A = 1,219 SQ FT ////////// A = 401 SQ FT X crl , 15112 x 16.5 GLB,L 4 x 12 IJ /B\ LSTA30 - HDR 4 SILL TO 3x BLOCKING. (TYP. 2 PLA(ZES) 1j13-653 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 0 5 2013 PERMIT CENTER COPYRIGHT 2013, SEGA ENGINEERS • !� & Civil Consulting Engineers Structural • Black Diamond, Washington 98010 22939 SE 292nd Place si JOB 05-03-i 1/2" RATED SHEATHING EXTERIOR SHEATHING PER PLAN OR SCHEDULE 1/2" RATED SHEATHING w/ Sd 6 4" 0.C. TO FRAMING 8de4"O.C. NOTE: TRUSS TO DEVELOP CAPACITY OF CONNECTOR. 8d 6 6" O.C. 'SIMPSON' N1 FRAMING ANCHOR EACH TRUSS. USE H10-2 AT DBL TRUSS. TRUSS PER PLAN GABLE END TRUSS. SEE MANUFACTURER'S DRAWINGS FOR OUTRIGGER LOCATIONS. 2x BLOCKING w/ 16d NAIL ' S" 0.C. 1/2" RATED SHEATHING 2x BLOCKING 'SIMPSON' 435 48" O.C. (16" 0.0. 6 SIM) RAFTER OR TRUSS PER PLAN 2x VENTED BLOCKING. END NAIL TO TRUSS 6 EACH END w/ (2) 8d. SHEATHING AND NAILING PER PLAN OR SCHEDULE. SPLICE TO OCCUR ON COMMON MEMBER OR BLOCKING TRUSS PER PLAN DBL 2x TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ 16d 6" O.C. STAGGERED DBL 2x TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ I6d 6 6" O.C. STAGGERED. 2x BRACE PER TRUSS SUPPLIER OR 6 4S" 0.C. SECURE w/ 'SIMPSON' A34 EACH END. 'SIMPSON' CONNECTOR PER PLAN. 2x STUD PER PLAN 2x STUD (NOT ' SIM) SHEATHING 4 NAILING PER PLAN OR SHEAR WALL SCHEDULE. TYPICAL ROOF FRAMING CONNECTION SCALE: I" = I'-0" 2 ROOF FRAMING e GABLE END SCALE: I" = 1'-0" LOWER ROOF FRAMING 6 SHEAR WALL S�9;' SCALE: 1" = I'-0" DRAG STRUT CONNECTION SHEATHING 4 NAILING PER PLAN OR SCHEDULE. DBL 2x TOP PLATE Sc1 6 4" 0.C. 'SIMPSON' HOLDOUJN STRAP PER PLAN ROOF SHEATHING PER PLAN 1re 2x BLOCKING 2x STUD S1-EATI4ING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING SOLID RIM JOIST 34" SUBFLOOR (3) Sd JOIST -TO -TOP PLATE U.N.O. MAINTAIN MIN. 112" END DISTANCE. TJI BLOCKING 100 ' 4" 0.C. - STAGGER SIDES. NAIL THROUGH TOP SURFACE (DO NOT TOE -NAIL). TRUSS OR RAFTER PER PLAN 2x NAILER OR TRUSS w/16d68"0.G. JOIST PER PLAN SHEATHING 4 NAILING PER PLAN OR SCHEDULE. (NOT AT SIM.) TRIMMER STUD(S) 2x DBL TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ 1601 0 6" 0.C. STAGGERED. KING STUD ROOF FRAMING 6 SHEAR WALL SCALE: I" = 1'-0" TYPICAL FLOOR FRAMING CONNECTION FRAMING AT INTERIOR SHEAR WALL " SUBFLOOR 2x BLOCKING JOIST PER PLAN LSTA STRAP PER PLAN. CENTER ON TRIMMER OR KING STUD. (TYP) 2x SILL PLATE -. 3x BLOCKING (TYP) SHEATHING 4 NAILING PER PLAN OR SCHEDULE MSTC 140LDOWN PER PLAN Sd 6" 0.C. UNO SHEATHING 4 NAILING PER PLAN OR SCHEDULE. 34" SUBFLOOR JOIST PER PLAN. USE DBL JOIST OR BEAM AT END OF SHEAR ALL 16d 6 4" 0.G. SOLE PLATE NAILING. TJI BLOCKING 'SIMPSON' AC CAP (ALT. 1x4 GUSSET EA SIDE w/ (6) Sd ) 4x4 PT POST (4x6 AT SPLICE) 'SIMPSON' MAB ANCHOR (ALT. 434 ANCHOR TUJO SIDES) JOIST PER PLAN 'SIMPSON' IUS HANGER BEAM PER PLAN S" FTG PER PLAN FINISH GRADE 5HEAR WALL FORCE TRANSFER DETAIL 52.0 SCALE: I" = I'-0" L5T424 STRAP (FAR SIDE)\ 2x TOP PLATE HDR PER PLAN. EXTEND OVER PANEL TO KING STUD. (MIN.) NAIL SHEATHING TO HDR w/ Sd ' 3" 0.C. EACH WAY. i FASTEN TOP PLATE TO HEADER ,..„:„/—w/ (2) ROWS 16d AT 3" 0.C. #i# (ie FRAMING AT INTERIOR SHEAR WALL /11 FLOOR FRAMING AT CRAWL SPACE \2.0 SCALE: I" = 1'-0" (2) 2x STUDS (TYP.) SHEATHING 4 NAILING PER PLAN OR SCHEDULE 2x PT SILL w/ ANCHOR BOLT 43"x3"x1/4 WASHER PER PLAN OR SCHEDULE. USE 5/8110 '6 60" 0.C. MIN. 6" MIN. FINISH GRADE OR 12" MAX. SLAB ON GRADE 'SIMPSON' HOLDOWN PER PLAN I'-6" MIN. 2x STUD PER PLAN. USE DBL STUD AT END OF SHEAR WALLS 4 HOLDOWNS. SEE SHEAR WALL SCHEDULE FOR 3x STUDS. 2x STUD PER PLAN. USE MINIMUM (2) 2x STUD 6 ENDS OF SHEAR WALLS 4 HOLDOUJNS. SEE SHEAR WALL SCHEDULE FOR 3x STUDS. SHEATHING 4 NAILING PER PLAN. 16d 6 16" 0.C. SOLE PLATE NAILING. 4,-8" (MAX.) ANCHOR BOLT w/ 3"x3"x1/4" W4SHER "' SEE SCHEDULE FOR SIZE AND SPACING. USE 5/s"4) AT 60" 0.0. U.N.O. 2x PT SILL BAR - HORIZ. 'SIMPSON' HOLDOWN PER PLAN. 4'4 L BAR 0 24" O.C. - VERT. 6" MIN. 12" MAX. #4 BAR - I40RIZ. 1/2" RATED SHEATHING (24/0 EXP I). NAIL w/ (2) ROWS Sd 6 3" 0.0. AT PANEL EDGES. #41_13AR 6 24" 0.C. - VERTICAL I'-6" MIN 2'-6" MAX. 1 8" 4*4 BAR CONTINUOUS (2) 2x PLATE. (NAIL 5I4T'G TO EA PLATE) 2x PT SILL (2) 5/84 ANCHOR BOLT w/ MIN. 1" EMBEDMENT 4 3" x 3" x 1/4" GALVANIZED lE WASHER. 13 52.0 4'4 BAR CONT. i 1'-4" i FOUNDATION AT SLAB ON GRADE SCALE: I" = 1'-0" CONTINUOUS FTG. REINFORCEMENT 1'-0" MINIMUM MAR 0 8 2013 14 52.0 FOUNDATION AT CRAWL SPACE 15 52.0 City of Tukwila BUILDING DIVISION FOUNDATION PER PLAN. MIN. S" THICK STEM WALL w/ 4'4 BAR 6 10" 0.0. EA. WAY. DBL BARS a EDGES. 12 PORTAL FRAME PANEL SCALE: NONE COPYRIGHT 2012, SEGA ENGINEERS JOB 05-01