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Permit D12-372 - HOMESTEAD AT FOSTER POINT - LOT 1 - NEW SINGLE FAMILY RESIDENCE
HOMESTEAD AT FOSTER POINT LOT 1 13306 56 AV S D12-372 City okukwila • 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.: 2172000226 Address: 13306 56 AV S TUKW Project Name: HOMESTEAD AT FOSTER POINT - LOT 1 Permit Number: D12 -372 Issue Date: 05/09/2013 Permit Expires On: 11/05/2013 Owner: Name: TODDLAMB LLC Address: 2734 58TH AVE SW , SEATTLE WA 98116 Contact Person: Name: GLENN ALMOND Address: PO BOX 188 , PUYALLUP WA 98371 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: INSCO DICO GROUP Address: 9750 THIRD AV, SUITE 305 , SEATTLE WA 98115 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 3168 SQ FT SINGLE FAMILY RESIDENCE WITH A 491 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: EROISION CONTROL, LAND ALTERING, STORM DRAINAGE, SANITARY SIDE SEWER, WATER METER, AND UNDERGROUNDING OF POWER. FOSTER POINT SANITARY SEWER CONNECTION CHARGE. 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: $392,018.47 Fees Collected: $28,359.10 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 * ** doc: IBC- SF7 /10 D12-372 Printed: 05 -09 -2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie N N N Y N N Y N Y N N Y Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 10 c.y. End Time: Fill 10 c.y. Start Time: End Time: Private: Profit: N Private: ML: Public: Non - Profit: N Public: x• wit The granting of this permit does not pre construction or the performance of work. to this permit. Signature: Print Name: h, Date: ed this permit and know the same to be true and correct. All provisions of law and ordinances hether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this development permit and agree to the conditions attached eri-/a/A/ Date: 5--/ QW3 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 m placed concrete shall be treated wood. doc: IBC- SF7/10 012 -372 Printed: 05 -09 -2013 . 9: There shall be no occupancy of a buildinil itil final inspection has been completed and1roved 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. doc: IBC- SF7 /10 D12 -372 Printed: 05 -09 -2013 31: The applicant agrees that he or she will Na licensed plumber to perform the work out�ri 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: ** *FIRE DEPARTMENT CONDITIONS * ** 34: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 35: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2327) 36: All new sprinlder systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 37: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn- around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 38: 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) 39: 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) 40: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 41: Maximum grade for all projects is 15 %. 42: 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) 43: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 44: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 45: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 46: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 47: 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. 48: 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. 49: 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. doc: IBC- SF7 /10 D12-372 Printed: 05 -09 -2013 • • 50: 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. 51: 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. 52: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. 53: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. 54: 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 Public Works Inspector before 12:00 Noon on Friday preceding any weekend work. 55: Any material spilled onto any street shall be cleaned up immediately. 56: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 57: 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. 58: The Land Altering Permit Fee is based upon an estimated 10 cubic yards of cut and 10 cublic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 59: From October 1 through April 30, cover any slopes and stockpiles that are 3H: 1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 60: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. doc: IBC- SF7 /10 D12 -372 Printed: 05 -09 -2013 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.,gov Combination Permit No. D1)-- 7 Project No.: Date Application Accepted: , Date Application Expires: S - /-"1 (3 (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 King Co Assessor's Tax No.: ppirCe ► dx ,017 -2c O ,?(0 Site Address: / 3.30 (p 6-6 71'A £ S. I-D r PROPERTY OWNER Name: ..)eevr✓ ir.r7 _Q Name: /l ti Cr �... P, LLC Address �9b S,1 4j Email: ll U/e..✓nl dp Q /�1 orve / VA il oo n Coo-% City: 144A/44.,,, Stall-) 7Q 10 'j70.2 CONTACT PERSON — person receiving all project communication Name: ..)eevr✓ ir.r7 _Q Address:9,D y -7 ,711 Sic ■1Jc. City:, 4lam st d 7,:' 37Z Phone _LIOS-303eax: .,,c,3 -?}O ~3350. Email: ll U/e..✓nl dp Q /�1 orve / VA il oo n Coo-% GENERAL CONTRACTOR INFORMATION Company Name: L > fir.Dm Aj‘.j< cgs lts.10 Company % Cordr nevi �f IL( Address: �Q City: c tat :A . Zip/ e,3 0 M Gr- 9.f ie- A) _5r/ City: I �( fit/ ��_3 11 Stated, 4q 1in�,� State: I N. p /%� 0//g- I! rq Phon� S yD w 60Fax: .1 O r) Con9 Ike No.: Exp Date. Tukwila Business License No.: /097:SRS (o ARCHITECT OF RECORD Company Name: L > fir.Dm Aj‘.j< cgs lts.10 Architect Name:14 VW ,pQe Address• I.ba r29a1►.) s're- 57--e_ /o ii �Q City: c tat :A . Zip/ e,3 0 M Gr- Phi3e -S-3 - �7 ' Fax: 02s31-1- 49 il b Email: ENGINEER OF RECORD Company Name: Engineer Name: 19 1 / ( r41 7A Sc..../ ✓/7-2 7 Address a939 SF a90N0 I Cityp1 k ^ iN 1`(‘ State ) ZIg,O AO ,l Ph e0 r , / op Fax: 360 -�8�(o _'o/ 6 Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Dice) &rn>4 /ASC0 Address: 7 750 ip 3 - .era -vt, ,iJJ k Qt- City: �! City: a it -� a- State: I N. p /%� 0//g- H:Upplications\Forms- Applications On Line \2011 Applications\Combination Permit Application Revised 8 -9 -1 I.docx Revised: August 2011 bh Page 1 of 4 • • PROJECT INFORMATION — Valuation of project (contractor's bid price): $ Scope of work (please provide detailed information): II et 7 -i v G %/ro_ Q� S' /� --.�t cR.+, 3 / y its y+Q�>C�GG DETAILED BUILDING INFORAMTION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement �� 1st floor /—.58. / V 2na floor /� , 4 7 % Garage V carport • 9 Deck — covered • uncovered • / g g Y Total square footage _ 3 4r! 9 7 0 Per City of Tukwila Ordinance No. 2327, all new single family homes are required to have an automatic fire sprinkler system installed in the home. Please contact the Tukwila Fire Department for more information at 206 -575 -4407. EQUIPMENT AND FIXTURES — INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: Value of mechanical work $ 1 furnace <100k btu thermostat emergency generator PLUMBING: Value of plumbing /gas piping work $ fuel type: ❑ electric © as appliance vent ( ventilation fan connected to single duct wood /gas stove water heater (electric) other mechanical equipment 7/ iC° 3 bathtub (or bath/shower combo) bidet ( clothes washer _/ dishwasher floor drain shower lavatory (bathroom sink) / sink 3 water closet water heater (gas) lawn sprinkler system gas piping outlets H:\Applications\Forms- Applications On Line \2011 Applications \Combination Permit Application Revised 0- 9- 11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION - Scope of work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WATER DISTRICT Tukwila ❑ ...Water District #125 ❑ ...Letter of water availability provided ❑ .. Highline SE ER DISTRICT ..Tukwila ❑...Valley View ❑ .. Renton ❑ ...Sewer use certificate ❑ ...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) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) PROPOSED ACTIVITIES ARK BOXES THAT APPLY ❑ ...Right -Of -Way Use - Potential disturbance C ..Construction/Excavation/Fill - Right -of- Way... ❑ -or- Non Right -of -Way.. ..Total Cut A90 Cubic Yards ❑ .. Work In Flood Zone ❑ ...Total Fill ❑ .. Geotechnical Report ❑ ... Hold Harmless - (SAO) ❑ .. Maintenance Agreement(s) ❑...Hold Harmless - (ROW) unitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control Cubic Yards [Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size " WO # ❑ ...Residential Fire Meter Size ❑ ...Deduct Water Meter Size ❑ ...Temporary Water Meter Size ❑ ...Sewer Main Extension Public ❑ -or- Private ❑ " WO# " WO ❑ .. Trench Excavation 0.. Utility Undergrounding ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑...Water Main Extension Public ❑ - or - Private ❑ FINANCE INFORMATION - THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line Eater sewer MONTHLY SERVICE BILLING TO: Name: number of public fire hydrant(s) 1 ❑ ...sewage treatment Day Telephone: Mailing Address: WATER METER REFUNDBILLING: Name: l / ' h C'�u�r --� �GvrO•cr Mailing Address PDX / 8' - a s 4e !c% 7 7/ State Zip LL (� Day Telephone: 493-3 — ' SZ 6 t�� / /kr State 7,7 p City State 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 0 ' AUT; • ' - ! D AGENT: Signature: Print Name: it , •/»/ / ,I7c1,...ea/ Date: //--..2y-/_2_ Day Telephone: a S3 —'7C�— 20 Mailing Address: P() 249)( AP S' PL.7n /6 k/tV /) ty State Zip • H:\Applicatio s\Forms- Applications On Line \2011 Applications \Combination Permit Application Revised 8- 9- 11.docx Revised: August 2011 bh Page 4 of 4 BULLETIN A2 W TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME / k Rcls e PERMIT # 1)11)- — 37.2\ If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization .,tf) Erosion prevention f coo Water /Sewer /Surface Water Road /Parking /Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) $250 (1) 5. Enter total excavation volume /DO cubic yards cubic yards Enter total fill volume $ l a.5"°' (4) Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1s' 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1 s r 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review and Permit Fees $ (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01.01.11 1 t)P,-Y72 RECEIVED OF TUKWILA NOV 2 9 2012 PERMIT CENTER BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B +C +D) 7. Pavement Mitigation Fee $ 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 lst 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for lst 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 •'Last Revised 01.01.11 2 (8) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ I. Other Fees $ Total A through I $ (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ 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 01.01.2012 - 12.31.2012 Total Fee 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 01.01.12 Temporary Meter 0.75" $300 2.5" $1,500 3 40 City of Tukwila tiZ Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 2172000226 Address: 13306 56 AV S TUKW Suite No: Applicant: HOMESTEAD AT FOSTER POINT - LOT 1 • Permit Number: Status: Applied Date: Issue Date: 1)12-372 ISSUED 11/29/2012 05/09/2013 Receipt No.: R13 -01578 Initials: JEM User ID: 1165 Payment Amount: $25,456.15 Payment Date: 05/09/2013 04:16 PM Balance: $0.00 Payee: HIGH COUNTRY HOMES, LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 8448 25,456.15 Account Code Current Pmts BUILDING - RES FIRE IMPACT FEES MECHANICAL - RES PARK IMPACT FEES PLAN CHECK - WATER METER PLUMBING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE SEWER - HOME /DEVELOP STATE BUILDING SURCHARGE WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE 000.322.100 90830402.5000. 5304.XXXXX 000.322.102.00.00 90330109.5000.5301.XXXXX 000.345.830 000.322.103 00.00 000.342.400 000.342.400 402.379.002 640.237.114 401.379.002 401.342.400 401.245.100 401.343.405 3,889.15 922.00 189.00 1,426.00 10.00 252.00 23.50 125.00 18,000.00 4.50 60.00 15.00 490.00 50.00 Total: $25,456.15 dnc• RArAint -OR Printprl 05 -09 -7013 City of Tullkilar Department of Community Development 6300 Southcenter Boulevard, Suite 8100 Tukwila, Washington 98188 Phone: 206-431 -3670 Fax: 206 -431 -3665 Web site: /utp:/cvww. et. Iukwia.wa,us SET RECEIPT RECEIPT NO: R12 -03217 Initials: WER User ID: 1655 Payee: HIGH COUNTRY HOMES LLC Payment Date: 11/29/2012 Total Payment: 5,805.90 SET ID: 112912 SET NAME: HOMESTEAD AT FOSTER POINT SET TRANSACTIONS: Set Member Amount D12 -372 2,902.95 D12 -373 2,902.95 TOTAL: 2,902.95 TRANSACTION LIST: Type Method Description Amount Payment Check 1843 5,805.90 TOTAL: 5,805.90 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW 000.345.830 5,055.90 000.322.100 500.00 000.345.830 250.00 TOTAL: 5,805.90 INSPECTION RECORD Retain a copy with permit b 123r7 CITY OF TUKWILA BUILDING INSPECTION NO. PERMIT NO. aION (206) 431 -3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 Project: QSreA Type,qf Inspection: i :,iAL -f3� 1 .6.4.6, Address: 133dc .5(a AUL Date Called: fc�A�. A-6( Ac Special Instructions: I kl ,% Date Wanted: / _p m m --I p.m. Requester: Phone No: 2 S 3 —4 Q , .3 ®3� Approved per applicable codes. Corrections required prior to approval. COMMENTS: ?um:T-60AI te-f-lb Inspe or: Date: /0 ' 7) n REINSPECTION FEE REQUIRED Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. S ite 100. Call to schedule reinspection. 4/Ja INSPECTI NO. INSPECTION RECORD Retain a copy with permit b 2_ -3 17 Z._ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Pr j ct: -o�P� Type of Inspection: rp,IAL e.,A5 PL�MB fir. Address:, s {{ !�- 4V Date "call: A (A- L. , C�c T.lv v. Il�.�t Special Instructions: . J' Date Wanted: a.m. Requester: Phone tjo. j ElApproved per applicable codes. Corrections required prior to approval. / . COMMENTS: 140 .ri-zi 8 J L JurTd 4 11°17-,r7,-.3.\‘17t-4-1 - A 0,e5:7-, -ct 1� f (12_-:) L- 4 J." S ( . J' idee_D f - h Neie 4 p.dbt •r t.ci a/kg get 61(.,P oar /oif &ht- f or--- e-641 ()IC_ 61V ''■--c.ii _Csis°. Inspp tor: te: REINSPECTION FE REQUIRE ' . 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 CITY OF TUKWILA BUILDING DIVISION G 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 INSPECTION NO. PERMIT NO. Proj q 14-0A6esreA Type of p eo Address: I b + t 33 a10 SIP AVE- Date Called: Special Instructions: fr 1l Date Wanted: P i. -(2-", A p.m. Requester: Phone No: 23 --4o —3035 per applicable codes. Corrections required prior to approval. COMMENTS: Date :b ( 2 15 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 C� 6300 Southcenter Blvd., #100, Tukwila: WA 98188 { (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 D/2 3,Z Project: 11 Type of Inspecftion: Lj„0 _ Address: 3 v r _ .1 W D , re {f Date Calle e Special Instructions: % „ Date Wanted: 8, , ` , a.m. p.m. Requester: Phone No: Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: Inspect r: A � Datec/�� 1 15 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .47 INSPECTION NO. INSPECTION RECORD Retain a copy with permit -Di 2 -37 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Projec me sr-E-4 Type of Inspection: A � Address: 1336co 1 A ' /� Date Called: -4 b 0 P3T- LI)Jfz f TEra::r,- Special Instructions: U ∎N p Date Wanted:& r , n « I3 �v a.m. Requester: Phyee O , A ®S _ 3 o3S EiApproved per applicable codes. ElCorrections required prior to approval. 2 COMMENTS: nn -4 b 0 P3T- LI)Jfz f TEra::r,- t u P--, ,,X Sk e f'T( C. K p S ', ! i i■A\J P m67 3-;I e 1 oc ' I e p / `.., Inzpectb�r: Date: r u REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Z.� INSPECTION RECORD j) Retain a copy with permit )12 -3 INSPECTION NO. PERMIT NO. j CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 \ Permit Inspection Request Line (206) 431 -2451 Project: .. _A Type'I speEiion: n / k — `� �` Address: f 3o e ... `r• J (0 Dat ailed: ill p : Ai n .A-`ffii 4- A s p i t A 14 e.r Special Instructions: It Date Wanted: J �� 6-m. .m. �' Requester: Phone No: LJApproved per applicable codes. Corrections required prior to approval. /- COMMENTS: O itc, M2c`- &ftd 6 K.- 1.-1 O Imo- `-r-J■j e_yr 0 k i u L s,tA';J IA cc,k (0 (----- C s I � ti r` 1 / S v12 e c TO 1-e-Ar i "G' Spr)/164Q' p : Ai n .A-`ffii 4- A s p i t A 14 e.r .� A-L_ --- OK MAC, W I! lv IN! D R� Lord 6©f5- I- e_ Al, R Co A &\e E.IJ.. trik.,,n : S(C1.-Q n REINSPECTION FEE REQUIRED. paid at 6300 Southcenter Blvd.. Sure 100. Call to schedule reinspection. for to next inspection. fee must be INSPECTION RECORD Retain a copy with permit ID Z -11 INSPECTION O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 `12_ (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 , •. Proje t�N Al i Jr d Tyne of L) Inspection: c / A� (' Address: Y�• 133`0 5(�AU�-- Date Called: Special Inst ctions: f lS i Date Wanted: "7'1-2-I3% Requester: Phgne 33. 0 .3 a EApproved per applicable codes. J Corrections required prior to approval. COMMENTS: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INS CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188. 41\ (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 b,-3t Project: A , P5 %� Type of nspection: Address `z't. 133 .f6 AVE, Date Called: Special Instructions: Date Wanted:1 2_ _t 7 a.m. Requester: Phone 05, 3 aql ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 01-0 () Pit r('e -0 o' . ) Ls-( c.0A—eks)19 r 1nt31 ;n1 L Inspect of: Date REINSPECTION FEE REQUIRED. Prior t next inspection 'feermust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD "" ► ' Retain a copy with permit INSPECTION O. PERMLL.N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 V2—. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project AAeS n amf yore of Inspection: I JU4 _-W 1 c v/i 3 Address: 1 3� ®�O S(o �v�.- Date Called: r Special Instructions: f-- ‘ .: 0_ e.,.)c Al USAA4. Date Wanted 2 2 — 1 a.m. 1 Requester: Pho e 3 /a 0s—_ 3 035 ❑ Approved per applicable codes. orrections required prior to approval. COMMENTS: ` :Tr.---1\6■0 Ak pia e uf S' ,wens 1 pi 0k..." f,110 uA ,200 r 0_ e.,.)c Al USAA4. s-sio es; REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. __ 16..dM1he..a6 a 4 rwf�J_u�i INSPECTION NO. INSPECTION RECORD Retain a copy with permit -D12 -3Th PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ite, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: 140 f , M. I� %/ ►1�� Type, Inspection: t 1C u 6 R art/ LAketA Addr s - -ft, 550( S ~ Ave. - Date Called: Special Instructions: 0/ ki Date Wanted , 2Z .../ 3 Requester: Phone No 2.5. 3( 05 -3035 JApproved per applicable codes. Corrections required prior to approval. COMMENTS: We b> s ekl i -Th K'c---7 ; A/ d ns•ector: Date: n REINSPECTION FEE REQUIRED. Prior jo next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 10 . Call to schedule reinspection. e4.1Pl7111aightfiAdaf.R•to•..—_ _ — v f . — — _ _ . 2"..104. 4 ea�'��aos li-._ ..a. w a.. a - INSPECTION 0. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Projett�� �-� Type ofllnspec i n: t city i. Address: t33o (0 i� 0 "fie. Date Called: Special Instructions: 4,-., 1 Date Wanted: 'ii."m�, �,-Zc,_ {� p.m. Requester: Phone ''--....3 4 os _3 o3 S--- Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: • Date: i —1 3 REINSPECTION FEE REQ IRED. Prior to next inspection, fee must be paid at 6300 Southcenter Bjvd., 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 � r � - 3'72_ Project j r^ "3 ( ( Type.of Inspection:_ 1j,0 cj Lt.C- P Address: 7•`- i 330( S-00 ~4v „ Date Called: Special Instructions: fj �� f 1 Date Wanted/: - C9 2 S - I,3 p.m. Requester: Phone 2- 53-40 -303 Approved per applicable codes. El Corrections required prior to approval. ;. COMMENTS: Ins ector: Date: Le 2 13 REINSPECTION FEE REQUIRED Frior to next inspection; fee must be paid at 6300 Southcenter Blvd.. uite 100. Call to schedule reinspection. -Jtco INSPECTION NO. INSPECTION RECORD L Retain a copy with permit 12 "3 I Z- PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 • .Proj Type of Ins ection: �I _ SAP % C AC I l eat -7c) Address; 0 1.o 5.4 f 4 v( - im Date Called: Special Instructions: 4J.. t( Date Wanted: L " Z s - 13 p.m. Requester: PhIS03 — X05 -�035_ DApproved per applicable codes. COMMENTS: Corrections required prior to approval. / L_S M. S5 n.) - SPA ee# 6&e i In ector: � I n REINSPECTION FEE RE UIRED. paid at 6300 Southcenter Blvd.. S Date: , , rior to next inspection, fee must be ite 100. Call to schedule reinspection. tsati.31 N .ST'S !124.Aiw LLw sw. "�•tist? %��..: �°4 _ _ g--- ....a /Lt1.A .d5._��.���. 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 Project ' _ T e of Inspection,: ) f D'L' t3 N-1,1(c_ K ∎O b I (C- — (i-AZd Address: !3,061 .>C0 1.1..: AJ Date Called: Special Instructions: 4-4. \‘ Date Wanted- �(°m Requester: Phone : C. 0 s---303_s EiApproved per applicable codes. orrections required prior to approval. COMMENTS: ,0 or g-i..-14 - s J k e fAilete f D'L' t3 N-1,1(c_ K ∎O b I (C- — (i-AZd mA _xk 'US A. 4 (c - Aom.( .STurAs Inspe or: G Date. /3 n 0 REINSPECTION FEE REQUIRED. Pri y'to1 next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100: Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pr etgct: m.r,571...4 Type of Inspection: .• Address: T- I 33 ®Jo 5G-- AvA-- Date Called: Special Instructions: 1/12A. / Date Wanted /a.m. Requester: Phone /49. 2 - 3-7'7 —?_33 Approved per applicable codes. Corrections required prior to approval. COMMENTS: I\ 1 OK Co J Aikt • 9/\ �V- f-v 0J'-;" Insp ctor: _.04.,A/u I Date 3-- REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. L. 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 ?)(2 3'721 Project ( Type P� AC OIA.A.5 Address: I336 ° _c (n 4o( Date Called: Special Instructions: kt a.m. • Date Wanted: $ "L 3 - (3 Requester: Phone No: JApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 9'A- Aji )14 Insp-ctor: Date_ Z3 (3 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. JA INSPECTION RECORD Retain a copy with permitli) j2_r? 2-` INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 R (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Pro t: Type of Inspectio Ad rii ess: iL /343440 51.0 A ti Date Called: • Special Instructions: 11 `ti, o u" l 4 sK Date Wanted: :C – RI - 13 .1M11 Requester: Phoone No: � j —3 co 3 5 Approved per applicable codes. El Corrections required prior to approval. . 9t/jr Ir COMMENTS: ihj2L- (.02._ I)LJ fs 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 N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 3I� ~3'72 Project: oA��s(kk- P. Type o Insp cations < <-1 fik Address: 0 t g(t) U Date Called: Special Instructions: 0 )U le "S� l! r"r 1 Date Wanted:. ,S', / o '."(3 ,,a.:rr p.m. Requester: ,�tj ;�e L1 t , c' of- C' C,o (,a Cr- L ' �A \iv Phone�3 —4 o 349 DP r r' A eT, O /. ElApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: fik M A eL 0 -T 7 e---P M E OW j% ,�tj ;�e L1 t , c' of- C' C,o (,a 1 DP r r' A eT, O /. ' Zk ;4 E ic=. ti`r -v t b r2 f -7)(i. Spector: n REINSPECTION FEE REOIRdD. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectiori. Date, 0 • INSPECTION RECORD Retain a copy with permit INSPECTION NO., PERMIT NO. CITY OF TUKWILA BUILDING DIVISION D 0-3 73. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 (206) 431 -3670 Proj ct: diat 5SieRt" Type of In ti) rFn A�,,dddbress: 3 306 5 : e. S -10-t. / Date Called: /PH 13 Special Instructions: . Date Wanted: %0/7//3 p.m. Requester l e %% Phone No: A5 3 945• -3e3Sf t' LA EDApproved per applicable codes. Corrections required prior to approval. COMMENTS: tt — t +"1a..te 4 . _. (-°--.. ,L:.4 d s c ?gdt . "r�'ier -ode al Inspector: os Date: to /IA 5 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. m- 55S 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 D I2 -3-7 2 Project: (_ 1---/ ry e 1 c&o( ' 1 Lct 4- 1 Type of Inspection: -CGS , J D _ coy - �� r✓n e.' orb" krc' . OK � b C( ck; (l. Address: f 3)0(0 so �v S Date Called: I� �3 l e(ra&ts , Do� ispo (�- - a. i rA -roofu' Special Instructions: Date Wanted:. a.m. Requester: t Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: - 4" SDI 35- 5 o(e,1 SLeoer (0sfa-l(J pr- ciiy sk-Ctn 0( ray. L,Uct er +esf r (:C/ v✓r7n _ coy - �� r✓n e.' orb" krc' . OK � b C( ck; (l. 4s- (oLt,i f+s rec eueo rina..(ed /f'— Vo We r ofte 'C.' r4sJ(eof yef. - - InF;I1rCkk(c, Pi4- iyist-ailof 19 e approve e(ra&ts , Do� ispo (�- - a. i rA -roofu' p(cns roafca< 4-o P `4- . OK- f-o b&c k ll. Inspector: Ds Date: Cc'(Z(13 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 1°4 — D /-4 84 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 4steativ? Pros i Type f nspectidnoYl The k444- 1d33O ; ( ,4 � Date Calle ) !'3 Special Instill ctio s: Loatt 71 1— P �,� pli twin 0 DI0/ 1-701 box, Date Wan .j / 1 a. m. j t t . R Site ,A ►f ► o W P(405"'3036" 3) IcidElApproved per applicable codes. COMMENTS: ElCorrections required prior to approval. TSC .n glace,. Inspector: OS (Date: S io ( o 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 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: �'! i 4 cb!,tgvb/ !� -I,�rne.S / /..,/ ($,i,, Type of Inspe ion: Wei i c)—' �' I(-r 0— % ,,,,( Addrett: Suite #: /33c7 -u Occupancy Type: • Contact Person: S - Special Instructions:.: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4orin Ater- q H r 06;4G / ,onV%+e /e._ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspect-(f riki cti Date: /o/ /1 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: Word /Inspection Record FortDO State: 1 Zip: 6/11/10 T.F.D. Form F.P. 113 Z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit pf 012-372- 13 s'- I _ qtvi PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 =575- 4.407 .`t Project: • ii 4 Cot,, 4 y Homers ZS/ Type of Inspection: 14f c/o t.� Addres0: / Suite #:1330 6 A-k i ga 5 Contact Person: Pre -Fire: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: &if 411- - SS Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: r Inspector:W %/r% < , Date: c:X Ji3 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: Address: Company Name: City: State: Zip: Word /Inspection Record Form.Doc T.F.D. Form F.P. 113 • • 1; i~:� E: L �.::, t Hsu �..,.� • . 5 11 [) p U,. rr 1- Perm.. DO- ANASKENGTJNf STATE [IRS Eli Duct Leakage Affidavit House address or lot number. l-ovi 1 & EXCErviS(ON ENERGY PROGRAM D L- t City. —rUv-sWtLoll Cond. Floor Area (f 2): t tO Zip: RIVED CITY OFTUKWI LA 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 Handier in conditioned space? 0 yes [ o Air Handier p = • • - • • _ [ea 0 no Circle Test Method: Leakage to Outside lillaxlmum duct leakage: Post Construction, total duct leakage: (floor area x .08) = CFM@25 Pa Post Construction, leakage to outdoors: (floor area x .06) = �CFM@25 Pa Rough -In, total duct leakage with air handler Installed: (floor area x .06) = x.19 0 CFM025 Pa Roughen, total duct leakage with air handler not installed: (floor area x .04) = CFM©25 Pa Test Result: t 77 CFM@25Pa Ring (circle one if applicable): Open Duct Tester Location: -/A 1 2 Pressure Tap Location: ,s/f-\ I certify that these duct leakage rates are accurate and determined using standard duct testing protocol. Company Name: 4ou Technician Sign Technician: Date: 7 - t1- i) Phone Number: 2‘'"3 Washington State Energy Code reference: _ 503.10.3 Sealing. All ducts, air handlers, filter boxes. and building cavities used as ducts shall be sealed. Joints and seams shall comply dth Section M1601.3 of the Intemafonal Residential Code or 603.9 of the international Mechanical Code. Dud tightness testing shall be conducted to verity that the ducts are sealed. A signed affidavit documenting the test results shall be provided to the jurisdiction having authority by the testing agent When required by the building official. the test shall be conducted in the presence of department staff. Exceptions: 1. Dud tightness test iss not required if the alr handler and ail ducts are located within conditioned space. 2. Duct testing is not required if the furnace Is a nondtrect vent type combustion appliance installed in an unconditioned space. A maximum of six feet of connected ductwork In the unconditioned space Is allowed. Ail additional supply and retum ducts shall be within the conditioned space. Ducts outside the conditioned space shall be sealed with a mastic type duct sealant and Insulated on the exterior with R-8 insulation for above grade ducts and R-5 water resistant insulation when within a stab or earth. 10/3/2013 Attention: Dave Stuckle — City of Tukwila Subject: Meter Sizing Verification: Permit Number D12 -372 Project Name: Foster Point at Tukwila — Lot 1 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 3/4" Meter is sufficient for the 130 Residential Fire Sprinkler demand. Sincerely, Stephanie Fahey A -PEX Design Services, Inc * Phone: 425 - 493-9680* Salest A- PEXdesienservices.com I) Le' Piz -3-72 4 • j l , 7 VICINITY MAP NTS DOANSPOUT GB SUMP NI/SOLID LID 6' BURY 4' R101D OR 6' FLEXIBLE PREPORATED PIPE VARIED REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2013 City of Tukwila These plans aBIJIJQW Mai Public Works? Department for conformance with current City standards. Acceptance is subject to errors mmnissidns which do not authorize violations of adopted .standards or ordinances. The respc`1i for the adequacy of the design rests totallgrryttkAker PILE copy designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings subsequent approval. _ al acceptance is subject to field inspection by Public Works utilities inspector. te: slififitibt!I.tai Id MIN. D' MD/ AGE OUTLET /7—A By: fgOlic 1,1k diroli07 ci,LA VA fell et r tvw,kefe irw�d•t1►uv.. IN S. (=Lc. Lioc.i) CRAWSPACE DRAINAGE DETAIL NTS NOTES: LOT 1 IS A FLAT LOT. MAIN FINISH FLOOR AT 1.5'. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER CORRE TIORI LTR # RECEIVED LEv. 0L"ITY OF TUKWILA FEB 1 3 2013 PERMIT CENTER THE 1- IOMESTEADS AT FOSTER POINT LOT1 COVERAGE CALL. LOT AREA• PROPOSED STRUCTURE ■ LOT COVERAGE■ SCALE 1:20 b r L2M -3165 V 6 ,S00 SF 2,182 SF 33.6% r :$r 'ER APPROVED PLANS AND SPECIFICATIONS TO MAINTAIN A SET OF APPROVED PLANS, FRMITS ON THE JOB SITE. WORK SHALL BE 41 FEDERAL, STATE, AND LOCAL LAWS. VISION FOR ANY WORK NOT ACCORDING IAN' GE A PRECONSTRUCTION CONFERENCE JR TO BEGINNING ANY WORK. MEET TMC 11 AND THE FOLLOWING: ' RIGHT-OF-WAY, THE PERMITTEE SHALL OONTROL PLAN FOR REVIEW AND APPROVAL -IAL.L INCLUDE THE LOCATION, ADDRESS FLOW DURING THE WORK AND SHALL • OSURES MUST BE BY PERMIT ONLY. FROM ■18ER TO THE FOLLOWING JANUARY 2ND, THE NE CLOSURES IN THE TUKWILA URBAN CENTER. LAR ACCESS TO BUILDINGS SHALL BE EFT WHEN PERMITTEE HAS PERMISSION 4D THE DIRECTOR TO CLOSE AN ACCESS. • FREE OF DIRT AND DEBRIS USING STREET JCKS FOR CLEANING ROADWAYS REQUIRES OR. NY TRENCH, AT ANY TIMEWORK ARE STOPPED N. NS SHALL MEET OR EXCEED ALL APPUCABLE 'R 4 -FEET DEEP. ALL TRENCH SAFETY IREMENTS. TELEPHONE ONES SHALL BE IN A TRENCH EPARATION FROM OTHER UNDERGROUND UTILITIES. SINS, AND VALVES IN PUBUC RIGHT -OF -WAY VING. STA 40 +00.00 S.133RD STREET= STA 22 +05.52 56TH AVENUE S .- / N2 1" da FOR Rau coms nok-7 5 J ANC 4 20' IH ID Legend •_y 230 x x x x F x x x EX CONTOUR (INDEX) EX CONTOUR PROPOSED CONTOUR ASPHALT PAVEMENT CONCRETE PAVEMENT EX CONCRETE PAVEMENT PROPOSED BUILDING GRASS PAVE2 STABILIZED CONSTRUCTION ENTRANCE PERIMETER SILTRATION CONTROL PROPERTY UNE 4' CLEANOIJT SIDE SEWER WATER SERVICE CLEANOUT STORM DRAINAGE LAZE INFILTRATION SYSTEM GAS UNE CABLE TELEVISION DA®ERSIRUND POWER UNE = = = = =z.1 55 (1 STA 42 +41.19 5. 133RD STREET= • STORM SYSTEM • SEWER SYSTEM ' CURB & GUTTER /ROVED EDGE ' BY CITY OF TUKWILA UNDER SEPARATE CONTRACT STA 10 +00.00 PRIVATE ALLEY EASEMENT 89 11. 48' MANHOLE STA 41 +47, 8' RT (133rd PER CITY OF TUKWILA STANDARD DETAIL SS -04 RIM 15.79 IE 4.99 (EX 8' E) IE 4.89 6' S) IE 4.89 EX 8' W) /S ST) MA 5/4" 2' ars' sa d All' IX OE PLAr SSW RLY 1QLU E 15 8 "6V ES41 8" OUT EY RAI EL !&2 LE 24" sr 10.7 LE !2"hE 10.2 111 Cali 3 Working_ Days Before You DIGI 1- 800 -424 -5555 STA 42 +62, 0.8' LT INSTALL (1) 8' CROSS (MJ) 13 LF 8' DI WATER MAIN (EAST) ((1 8' CAP W/ THRUST BLOCKING 1 8" SPOOL (LENGTH AS NECESSARY) 1 8' x 6' REDUCER 6 DI WATER MAIN (LENGTH AS NECESSARY) STA 42 +61, 18.9' RT INSTALL' (1) FIRE HYDRANT ASSEMBLY PER COT STD PLAN WS -13 f SCALE 1° =i2•8"i STA 42 +73.63 S. 133RD STREET= ,, el STA 5 +00.00 PRIVATE ROAD EASEMENT j` . ' r • r 1 / 1 1 EY SOW 1 \ 1 II i J 1 1 '111 l :. ---- 74- R-1651.E. .24 . \\ 1 11 J 1 1 / 111 /111 /I • /�/ 1 1 1 1 i E \/,- 11 /1 1 1 1 1 11 e! 1 if 1 1 1 t 1! / i1 1i! // / /// - ^"5',7' ; 2 _:_-.• _ ..s.,JI ' l f l I // STA 42 +65, 19' RT 3/4: METER' / 7!"--::- STA 42 +67, 19' RT 3/4 METERS ,i l "7 // STA 42 +69, 19' RT 3/!4., METF7R V / 1/ PER CITY OF TUKW1LA`STD "-L — DETAIL WS -01 (BY OTHERS\ \\ `4 —ii ) 11,1//11/5-// j 43 LF 1' WATER SERVICE \\ \ \ i / 4Y/ {; // / r LOT 8 � � 1 ' // /; J }? 1 k 1 1111 / 11 /, II /,; ; "// /:" 4 E`\ /r «i'!,!, ,�' / l/ // b --.--.4::1.i,,,-, c ij 1 • 1 /11/ 1 1 l! // 1 / j /// ! `C 66.,5/,'- � 1,/ / l / / ,7 // ,OJ /,,'7t,/ I l if // &, 11 //-'---j, I / if I fl'/ / i ■ 1 r1.-4. / Q LOT 7 //,// 1I / ),/ 0 /I jj , 1 .' // / /// // -/ r 1'ii,!l/ /4, I / ///.? // / 1 \ 1// f r// i \ // / : /f� / / ' / /1 // / 79' 1 /,I / /// bl2- o // 'Fa& 10fat fillition gotta, i Elks' AS%4N r o �41 +T)D- _ - 11.4�>3id Street 8 SS SSIN R71 1621 E a6 r «' E4.J!B "E E4.2!8'S Q � T et SW Lti I LOT 3 FF 19.0 STA 21 +35, 19' RT,� 3/4' WATER METER PER CITY OF TUKWILA STANDARD DETAIL WS -01 (BY OTHERS) 3/4' WATER METER PER CITY OF TUKWILA STD DETAIL WS -01 '(BY OTHERS) RELOCATE FH (BY OTHERS) LOT 4 Tn'- 18.3 N 56'20'00" W - 121.62' N 56'20'00" W ••• 121.82' 0 LOT 2 t FF 20.0 �:% STA 20 +82, 19' &T" 3/4' WATER METER, PER CITY OF TUKWILA STANDARD DETAIL WS -01 (BY OTHERS) STA 4 +21, 4' LT 1' WATER SERVICE STUB TO 5' BEYOND LOT UNE (TYP) LOT 5 FED 115 LF 1' WATER SERVICE 0 0 N 56'20'00' W 121.82' FF 18.7 STA 3+30 BEGIN SIDEWALK AND GRASSPAVE2 e, I I N 56'2)'Oi" W - 121.62' STA 20 +76, 19' RT EX FH 3/4' WATER METER cca rrtv nc 11 ncwn e •20'00"W. 013.43' (M) 83#2, 48' MANHOLE STA 8 +66, 5' RT PER CITY OF TUKWILA STD DETAIL 5S -04 ` 8111 17 4 N 56'2UT00 W - 121.82' fr Prescriptive Energy Code Compliance for Single Family and Duplex Housing: Zone 1 t Project Information Contact Information Plan L2M -3168 This set of forms has been developed to assist permit applicants documenting compliance with they 4.00 /10.. 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 Area10: % of Floor Glazing U- Factor Door 9 U- Factor z Ceiling Vaulted s Ceiling Wa1112 Above Grade Wall int° Below Grade Wall ext4 Below Grade s Floor Vertical Overhead' O I 13% 0.34 0.50 0.20 R-49 or R -38 Adv R -38 R 2? R Int. 21 TB R -10 R -30 OOII 25% 0.32 0.50 0.20 R -49 or R -38 Adv. R-38 R -21 Int.' R -21 TB R -10 R -30 0111 Unlimited 0.30 0.50 0.20 R -49 or R -38 Adv. R -38 R -21 Int.' R -21 TB R -10 R -30 See WSEC table 6 -1 for footnotes — Glazing Schedule Attached to Document ❑ and doors meet maximum U- factor. Alternate heating size method submi aODE COVIPLIANCE APPROVED Does not apply. (SEE INSTRUCTIONS) Using Prescriptive Option III. All glazi g REVIEV/ED FOR 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) e APR 0 9 2013 ❑ As part of the heating system sizing calculation (IRC M1401.3 & WSEC 50 .2.2) City ofThkwila BUILDING DIVISION Radiant slab: ❑ R -10 foam insulation, continuous with thermal break (WSEC 502.1.4.9) Chapter 9 Options Total of 1 Credit Required ODt. 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 RECEIVED CITY OF TUKWILA NOV 2 9 2012 PERMIT CENTER *1200 kwh WSEC Prescriptive Worksheet (2010 edition) Zone 1 Ift.-372. WSUEEP10 -010 Copyright 2010 1.0 1.00 0 0 0 0 0 0 0 0 0 0 Glazing Schedule Project Information Plan L2M -3168 Conditioned Floor Area Sum of All Glazing Areas From Below Glazing to Floor Area Ratio Exterior Doors Plan ID Component Description Contact Information 3168 429 13.54% Sum of UA for Heating System Sizing 602.7.2 Exception Ratio (not to exceed 1%) 150.9 Door Percent Width Height Glazing Door Door Ref. U- factor Glazed Qt. Feet ' "`h 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 12.0 0.200 16.0 1 3 0.320 6 8 1 20.0 4.0 NOOK Fire Door (exempt door) 0.320 0.540 NOOK 1 2 8 6 8 0.320 17.8 9.6 7 0.320 6 GREAT ROOM 1 0.320 20.0 GUEST 6 0.320 3 BATH 6 0.320 1 PLAYROOM 0.320 UPPER ENTRY 2 0.320 4 BEDROOM 2 1 0.320 One Exempt Swinging Door < 24 Square Feet 0.320 3 BEDROOM 5 3 0.320 1 MASTER BEDROOM 0.320 6 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 1 37.8 13.6 1 DINING 12.0 0.320 16.0 DINING 2 0.320 2 KITCHEN 1 0.320 39.0 NOOK 39.0 0.320 2 NOOK 2 0.320 1 NOOK 10.5 0.320 18.0 GREAT ROOM 7 0.320 6 GREAT ROOM 1 0.320 20.0 GUEST 6 0.320 3 BATH 6 0.320 1 PLAYROOM 0.320 UPPER ENTRY 2 0.320 4 BEDROOM 2 1 0.320 BATH 0.320 3 BEDROOM 5 3 0.320 1 MASTER BEDROOM 0.320 6 MATER BATH 2 0.320 3 MASTER BATH 1 0.320 MASTER BATH 0.320 6 BEDROOM 4 4 0.320 1 BEDROOM 3 0.320 WSEC Prescriptive Worksheet (2010 Edition) Width Height Qt. Feet inch Feet inch 37.8 13.6 0.36 1 37.8 13.6 1 6 12.0 6 16.0 3 2 3.84 2 15.36 1 4 39.0 4 39.0 3 2 8.00 2 2.56 1 6 10.5 8 18.0 1 7 1.92 6 6 1 6 20.0 6 6 2 3 1.92 6 6 1 5 5 1 2 4 1 2 4 1 3 3 6 1 4 4 6 1 2 3 1 6 4 1 6 4 1 5 4 1 3 4 1 2 3 1 5 4 6 4 6 Sum of Area and UA Area Weighted U = UA/Area Glazing Area UA 36.0 11.52 12.0 3.84 16.0 5.12 12.0 3.84 48.0 15.36 45.5 14.56 39.0 12.48 39.0 12.48 25.0 8.00 8.0 2.56 8.0 2.56 10.5 3.36 18.0 5.76 6.0 1.92 24.0 7.68 24.0 7.68 20.0 6.40 12.0 3.84 6.0 1.92 20.0 6.40 429.0 137.28 0.32 WSUEEP10 -010 Copyright 2010 Overhead Glazing ,flan 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 Project Information a Plan L2M -3168 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 f I J Single Rafter or Joist Vaulted Ceilings U- Factor X Area 0.027 R -38 Vented 70 19 51 3168 27,772 151 Area 1848 Above Grade Walls R -21 U- Factor X Area 0.056 2649 Floors U- Factor X Area R -30 0.029 Below Grade Walls 2' Depth 3.5' Depth 7' Depth U- Factor Walls 0.042 Walls 0.041 Walls 0.037 Slab Below Grade F- Factor 2' Depth 0.59 3.5' Depth 0.64 7' Depth 0.57 Slab on Grade R -10 2' perimeter R -10 Full - Heated F- Factor 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 1855 Contact Information = UA 49.9 UA UA 148.3 UA 53.8 X Area = UA X Length X Length 1.15 UA UA 403 20549 15297 35845 41222 If ducts are located in unconditioned space: Sum of Building Heat Loss X 1.15 If ducts are located in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output Building and Duct Heat Loss X 1.50 WSEC Prescriptive Worksheet (2010 Edition) 150% 61833 Btu / Hour Btu / Hour Btu / Hour Btu / Hour Btu / Hour WSUEEP10 -010 Copyright 2010 - FILE G., ►*,# per'*" r" ..o Pr'. STRUCTURAL CALCULATIONS FOR THE HON COUNTRY HOMES RESIDENTIAL PROJECT Plan L2M -3168 November 20, 2012 Job No.: 12 -006 Location: Lot 1, Riverton Garden Tukwila, Washington Copyright 2012, SEGA Engineers REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 2 9 2012 PERMIT CENTER SEGA Engineers/ /Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886 -1017 Black Diamond, WA 98010 372 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 Hoists, and the foundation is typical concrete strip footings with a crawl space. The application and use of these calculations is limited to a single site referenced on the cover sheet. The cover sheet should have an original signature in blue ink over the seal. The attached calculations may or may not apply to other sites and the contractor assumes all responsibility and liability for sites not expressly reviewed and approved. Please contact SEGA Engineers for use at other sites. SEGA Engineers will use that degree of care and skill ordinarily exercised under similar circumstances by members of the engineering profession in this local. No other warranty, either expressed or implied is made in connection with our rending of professional services. For any dispute, claim, or action arising out of this design, SEGA Engineers shall have liability limited to the amount of the total fee received by SEGA Engineers. Questions regarding the attached should be addressed to SEGA Engineers. Greg Thesenvitz, PE /SE SEGA Engineers SEGA Engineers, / Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886 -1017 Black Diamond, WA 98010 Project L2 -3168 Job No. 12 -006 By: GAT Checked Date: 01 /20/12 Sht i Design Criteria International Building Code (IBC), 2009 LOADS Roof DL 15 psf LL 25 psf Floor DL 10 psf LL 40 psf Wind Design Wind Speed 85 mph KZ1 1.00 Exposure B Importance Factor 1.00 Seismic Design Category D SDS 1.00 Response Factor 6.5 Cs= 0.154 Importance Factor 1.00 Soil Allowable Bearing 1,500 psf Copyright 2012, SEGA Engineers SEGA Engineers, / Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886 -1017 Black Diamond, WA 98010 Project L2 -3168 Job No. 12 -006 By: GAT Checked Date: 01 /20/12 Sht 1 LOADS ROOF DL Roofing (Comp) 3.5 psf 1/2" OSB 1.8 _2x @24" _3.5 Insulation 1.1 5/8' GWB 2.8 Misc. 1.5 14.2 psf LL FLOOR Snow, Pf Reduction, Cs 6/12 pitch = 27 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 2x12 @16 "oc 3.3 518" 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 Residential Total Deck Load 40 psf 48.6 psf DL Siding 3.5 1/2" Plywood 1.5 psf 2x6 @16 "oc 1.7 Insul 0.6 1/2" GWB 2.2 Copyright 2012, SEGA Engineers 9.5 psf SEGA Engineers / / Structural & Civil Consulting Engineers 22939 SE 292nd Place Black Diamond, Washington 98010 (360) 886 -1017 r-r-A-? 1/N i ;- j3ii L Cove-215.3 ice; CA C- 7z, \(.- 'pjy): /¢0,,l,i= PROJECT LZ ' 31Co g, JOB NO. 1---00 FIGURED BY GAT CHECKED BY DATE h SHEET Z, OF Cp,17 ` M) (1-7‘) 7 _ WI` in 11, /s v=. (0.nriP)(4-.: - c 4SC Otl`71'')(I-7')2 ,,,\ uS) An4 e- /z i7 s0r1 ySSp}F` _ gag e V- 1 =� (0. a .21/� = 6,1 4 K z�� b' 4s( of zr-' (Ls— = 4,,3-7 4 ? +/od (z X C 4, = 3 ( I)L.1t. ►� — (o,3-1 /,%)-)C //,sY _ �. / K SIB 037w-ipr) - o f 41-rLD 37'-/PrX lb � zs:3 x /D3 k 0i -�kI '4 est. Copyright 2012, SEGA Engineers pC �._ SEGA Engineers / Structural & Civil Consulting Engineers 22939 SE 292nd Place Black Diamond, Washington 98010 (360) 886 -1017 PROJECT Lam! -31L� JOB NO. /Z " O �v FIGURED BY 67 CHECKED BY DATE " SHEET OF cid', _�.....„ / - / / /. fl ,V 4-- 11,T' 134 = o t4L c,e,- iY)(.z.3')Zfi ° -)Z (4- \.Z3'r = s 7(A 2),,,02 A; itt /;ice -pJ - . ,Qt / w- ( ) )E )'1 (A (4z'/ —3, 'z cCi z""T) .7-:'i ,,ir= z,L� ok_ = O t fr l ii tos z `P) ljZ, S') 3 ))473. _140m 14 0 = Igo Copyright 2012, SEGA Engineers SEGA Engineers PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place Black Diamond, Washington 98010 (360) 886 -1017 > e-A-en N k - ,c0011_, LZ73- 3)L JOB NO. ' 2 - c(,� FIGURED BY ..,7-0.7" CHECKED BY a DATE 7.4/L SHEET4 OF 'v = ,} 1L �i' �C ^ I� 1z ,� `z3 (4.1)t 44'pr) C3 = fsozo I q'61�. bo,s s_4..49pspr) Hoo ecod(44- �z = L L'L (4v)AFK N � 1-1=(q,inC1/,S') = 11 1411;17// Q9,// /rte C31,b- z( 6 t V= rz, lK ?tio �v= (L)(55ps, -) t100 7 t (414Psr)= 73 ,-PI-P fr)= (o�74K fyz.= t.4 'Fr U- fz.s(, icIPT): 4Lt- 1 o, �s tdt ► (Ji, = Gct, Copyright 2012, SEGA Engineers k10 P-,NL cO OY . SEGA Engineers/ Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886 -1017 Black Diamond, WA 98010 Project L2 -3168 Job No. 12 -006 By: GAT Checked Date: 01/20/12 Sht. LATERAL LOADS - SEISMIC Maximum Base Shear, V = F SDS R W Eq. 12.14 -11 where, F = 1.1 Two -Story Building -:= ; c x -:, a i 1 > Sps = 1.00 Ss- =.1.5 Fa = 1.00 ' " (Table 11.4 -1, Ss > 1.25) R = 6.5 Table 12.14 -1 W = Seismic Weight For W: Wroof Wfloor (40ft) (43ft) (16psf)+ (2) (40ft+ 43ft) (4.Oft) (9.5psf) = 34 kips (40ft) (51 ft) (14psf)+ (2) (40ft+ 51ft) (8.5ft) (9.5psf) = 43 kips Design Base Shear , V = ( .169) (77 kip) = 13.0 kp E= 13.0 kip = 9.3 kip 1.4 W total = 77 kips WIND Design Wind Pressure, Ps = X Kn L Ps3o 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 K:r = 1.00 IW = 1.00 P30 = 10.4 psf 85 mph Po -is = ( 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) Vrro= (40ft) (10ft) (10.4psf) + (40ft) (5ft ) (10.4psf) + (40ft) (5ft) (10.4psf) + (40ft ) (3ft) (10.4psf) = 9.6kips Vs's= (65ft) (10ft) (10.4psf) + (48ft) (5ft) (10.4psf) + (48ft ) (5ft ) (10.4 psf) + (42 ft ) (4 ft ) (10.4 psf) = 13.5 kips Therefore, 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 22939 SE 292nd Place Black Diamond, Washington 98010 (360) 886 -1017 JOB NO. JZ—�O�o FIGURED BY Gtr CHECKED BY DATE /WA L SHEET (p OF S1i Yj -L _ %5 X 41 — 1111 x.. / 4E1' )(?° ' Jt(s'4J °•Y: J _ 2. 4L--tr omecr E>, 2'- V F " ?1'70 (k) (10') (101 ) = -7 L - 41 )-6'r '-- 4' = 3 1:f- 41-7s4# /38 �ZCd't� Wi4tt_ 11-1 epor V4= z,- 4* / 1,f1-3--'f et+. ' =EbA r itAok; 1›. i J q' 3! ' S Z -Ig1 Copyright 2012, SEGA Engineers du v cps-111. 1r 1' ti• 3, 5 d1 pie SEGA Engineers / PROJECT / Structural & Civil Consulting Engineers LZ- 31(.08 22939 SE 292nd Place Black Diamond, Washington 98010 (360) 886 -1017 h4/ (4 -.2A/7'. N lq-1){14Ni/04 )1: 41 t-St ' 7)e=9 t�/ ! / L%tn/L- JOB NO. !Z --404(ko FIGURED BY CHECKED BY D(`T� DATE —/1Z SHEET7 OF v Z, 51c/#4— ) 00') 00, n 4,31q#- 412.�ei f�, ` _56 ?tL --<*fAIL W L f 4 ( 3'L 1(4, )E /o.c0)' ( - lE -r)(P , ¢f1) fS') c e/T cFr- - V ✓_ ZrS47)f C a *t) Xio-,. 1-$ /t , f /o' �Tr Copyright 2012, SEGA Engineers �-s)4z 1 j Z1S`JL/L 1,"1°O ?1F r1� i,cict° ,vo I lZ 4- ('j33 . 1 `�1s 7?►ng,t-r 71� lri 4 �; E >< a PIA 5 1.1°P. s - V ✓_ ZrS47)f C a *t) Xio-,. 1-$ /t , f /o' �Tr Copyright 2012, SEGA Engineers �-s)4z 1 j Z1S`JL/L 1,"1°O ?1F r1� i,cict° ,vo I lZ 4- ('j33 . 1 `�1s 7?►ng,t-r SEGA Engineers PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place Black Diamond, Washington 98010 (360) 886 -1017 \k/14-a_ \4 *(D r #+ ( r\L ) o' )00.44')= j3sza fiz Z..cfi-- I` r� Co JOB NO. LZ-- - Z —���p FIGURED BY CHECKED BY DATE /,,. SHEET ' OF S /u,L15 Igo of . UR, _ (f 4, 0. 1-° " t 10 (./04/9)3 VF= Eb?: C z� () o� kuo,11` 1rr vz'& Copyright 20I2, SEGA Engineers crk ADO 4 r SEGA Engineers/ /Structural & Civil Consulting Engineers PROJECT L2 -3168 22939 SE 292nd Place • Black Diamond, Washington 98010 JOB NO. (380) 888 -1017 • FAX 888 -1018 12 -00 FIGURED BY GAT CHECKED BY DATE 01/20/12 SHEET J OF J SHEAR WALL KEY PLAN UPPER FLOOR 'A' A = 1 ,644 SCI FT oy 0 TO 3a BLOCKING. (TTP. 2 PLACES) LSTA30 - NOR F 34.1 TO 3• BLOORC (TYP. 2 PLACES/ L MAIN FLOOR A• 1,524 SO FT L$TA30 - R 1 SRL TO 3x 8L (TYP 2 Fidt 5) • UPPER FLOOR 'B' A = 1644 SO FT O LSTA30 • HOR t fT11°. 'h 2 A•49160FT TYP. OF 2) 0 SHEAR WALL SCHEDULE Mark Minimum Sheathing (1) Sheathing Nailing (1) Anchor Bolts (3) Remarks (4) 1/2' OSB or 8d @ 6" o.c. 5/8' @ 60" o.c. QaII = 230 plf � CDX B? 1/2' OSB or 8d @ 4" o.c. 5/8' @ 32" o.c. QaII = 350 plf CDX \/ C? 1/2' OSB or 8d @ 2" o.c. 5/8' @ 16" o.c. QaII = 600 plf / CDX Use minimum 3x studs at all panel edges and stagger nails. See Detail 12/S2.0 for Construction Notes: 1) All walls designated " l>" are shear walls. Exterior walls shall be sheathed with rated sheathing (24/0, OSB or CDX) and nailed at all panel edges (Blocked) per schedule (uno). Nailing at intermediate framing to be at 12" oc. Nailing not called out shall be per IBC Table 2304.9.1. 2) 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 Tess than 5" from each end of the piece. Embed bolts a minimum of 7" into concrete. 4) Allowable Toads are permitted to be increased by 40% for wind design in accordance with IBC Section 2306.3. CONSULTING LLC Re: J 1 2029 94 -Plan L2M -3168 A 2 Car DrJ Consulting, LLC 6300 Enterprise Lane Madison, Wisconsin, 53719 MiTek 20/20 7.2 The truss drawing(s) referenced below have been prepared by DrJ Consulting, LLC under my direct supervision based on the parameters provided by Pro Build (Arlington WA). Pages or sheets covered by this seal: I5664017 thru15664033 My license renewal date for the state of Washington is Important Notice: The accuracy of the Truss Design Drawings relies upon: May 18, 2014. 1. Accurate metal plate connector design values as published by the MiTek. 2. Accurate design values for solid sawn lumber. Design values (E, Emin, Fb, Fc, Fcperp, Ft, and Fv) for solid sawn lumber and approved, grade stamped, finger jointed lumber shall be as defined by the grade stamp prior to cross cutting and in accordance with the published values of lumber rules writing agencies approved by the Board of Review of the American Lumber Standards Committee in accordance with the latest edition of ANSUTPI 1 Section 6.3. RE CpFOR PL COMPLIANCE NCE APPROVED APR 0 9 2013 City of Tukwila BUILDING DIVISION July 3,2012 RECEIVED CITY OF TUKWILA NOV 2 9 2012 PERMIT CENTER Ryan J. Dexter, P.E. The seal on these Truss Design Drawings indicates acceptance of professional engineering responsibility for the design assumptions as defined on this truss design drawing, solely for the truss component(s) depicted. The design assumptions, loading conditions, suitability and use of this component for any particular building is the responsibility of the building designer or owner of the trusses, per ANSUTPI 1. The responsibilities and duties of the truss designer, truss design engineer and truss manufacturer shall be in accord with the latest edition of ANSUTPI 1 Chapter 2 unless otherwise defined by a contract agreed upon by the parties involved. b ",-7 2, Job Truss Truss Type Qty Ply -Plan L2M -3168 A 2 Car 15684017 J1202994 A01 Common Truss 1 1 Job Reference (ootionel) Prosuild Ailington, Ariington,WA 98223 -2-0-0 2-0-0 21-6-0 7.250 s May 11 2011 MiTek Industries, Inc. Tue Jul 03 08:26:08 2012 Page ID:7DmROtWo ?GbW FONsHBIzzB03b- 3pPmfTWcPsevRv _g_3txbylKbkWOjFAt?wv7HRz ?qYD 43-0-0 5.00 12 3x8 6 21-6-0 10 1 12 13 14 15 16 5x6 I I 17 18 19 20 21 22 23 21-8 -0 24 25 4'13 S� 4'3 ST9 ST) S110 S'''' 1 S112 S " 2S111 S -10 ST9 Srd ST/ sT8 3x6 26 27 28 29 Scats = 1:74.0 32 2-0.0 3x8 = �w.. ��. ri .r��...�.r.��w►��:� �_�wrwrrw►�wrr�a 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 48 45 44 4243 41 40 39 38 37 38 35 34 33 5x6 = 5x6 = 43-0-0 3x8 = 43-0 -0 Ig Plate Offsets (X,Y): [42:0- 3- 0,0-0 -4], [52:0- 3-0,0 -0-4] LOADING (p01) TCLL 25.0 TCDL 10.0 BCLL 0.0 • BCDL 8.0 SPACING 2 -0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr Yes Code IRC2009/TP12007 CSI TC 0.20 BC 0.08 WB 0.11 (Matrix) DEFL in (loc) I/defl Lid Vert(LL) -0.00 1 n/r 180 Vert(TL) -0.01 1 n/r 120 Horz(TL) 0.01 32 n/a n/a PLATES GRIP MT20 185/148 Weight: 265 Ib FT = 20% LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 OTHERS 2 X 4 HF Stud/Std *Except" ST14,ST13,ST12,ST11: 2 X 4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 1 Rowatmidpt 17-47, 16-48, 18-46 REACTIONS All bearings 43-0.0. (Ib) - Max Horz 2= 106(LC 5) Max Uplift All uplift 100 Ib or less atjoint(s) 48, 49, 50, 51, 53, 54, 55, 56, 57, 58, 59, 60, 61, 45, 44, 43, 41, 40, 39, 38, 37, 36, 35, 34, 33, 2 Max Gray All reactions 250 Ib or less at jolnt(s) 32, 47, 48, 49, 50, 51, 53, 54, 55, 56, 57, 58, 59, 60, 46, 45, 44, 43, 41, 40, 39, 38, 37, 36, 35, 34 except 61= 297(LC 9), 33= 394(LC 10), 2 =333(LC 1) FORCES (Ib) - Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 31 -33 =- 285/76 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 85mph; TCDL= 6.0psf; BCDL= 4.8psf; h =25ft; Cat. II; Exp B; enclosed; MWFRS (low -rise) gable end zone; cantilever left and tight exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 3) Truss designed for wind loads in the plane of the buss only. For studs exposed to wind (nomtal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 -0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atJaint(s) 48, 49, 50, 51, 53, 54, 55, 56, 57, 58, 59, 60, 61 , 45, 44, 43, 41, 40, 39, 38, 37, 36, 35, 34, 33, 2. 10) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard WARNING - Verity design parameters and read notes on this Truss Design Drawing and Included DrJ Reference Sheet (rev. 03-11) before use. Design valid for use with MITek connector plates only. This design Is based only upon parameters shown, and Is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and Installer. Lateral restraint designations shown on IndMdual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint( diagonal bracing to insure stability during construction La the responsibility of the installer. Additional permanent building stability bracing of the overall structure Is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage. delivery. erection. lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbetndustry.com. July 3,2012 CONSULTING uc Job Truss Truss Type Oty Ply -Plan L2M -3168 A 2 Car 15684018 J1202994 A02 COMMON 6 1 Job Reference (ootiona0 ProBulid Arlington, Arlington,WA 98223 -2-0-0 7 -7 -3 2 -0-0 7 -7 -3 /-I 4x8 = [ 2-0-0 l 9-0-12 [ 14-6-10 6-11 -6 5.00 12 [ 7.250 s May 11 2011 MiTek Industries, Inc. Tue Jul 03 08:28:09 2012 Page 1 ID:7DmROtWo ?GbW FONsHB zzBO3b- YOz8tpXEA9mm23ZsYnOABAILV8gXSY10Eaehpuz ?qYC 21-6-0 ) 28-5-6 35 -4 -13 ) 43-0 -0 6-11 -6 6 -11-6 6 -11-6 7 -7 -3 4x4 5 r 4x6 2x4 \ \4 3 e� 4 5x8 = 4x4 7 4x8 8 2x4 9 Scale = 1:72.5 1 16 23 15 244 25 28 13 12 27 28 11 4x4 = 4x8 = 4x6 = 4x6 = 4x8 = 17 -3-15 25-8 -1 33 -11-4 4x4 = 43-0-0 4x8 = 43-0 -0 Plate Offsets (X,Y): [2:0- 1.6,0.0. 6],[10:0 - 1.6,0 -0.6] LOADING (psf) TCLL 25.0 TCDL 10.0 BCLL 0.0 • BCDL 8.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Inv Yes Code IRC2009/TP12007 CSI TC 0.89 BC 0.85 WB 0.76 (Matrix -M) DEFL in (loci) Vdefl Ud Vert(LL) - 0.5613.14 >920 240 Vert(TL) -1.01 13-14 >511 180 Horz(TL) 0.30 10 n/a n/a PLATES GRIP MT20 185/148 Weight 171 Ib FT = 20% LUMBER TOP CHORD 2 X4 HF No.2'Except' T2: 2 X 4 HF 1650F 1.5E BOT CHORD 2 X 4 HF No.2 WEBS 2 X 4 HF No.2'Except' W1,W3: 2 X 4 HF Stud/Std REACTIONS (Ib /size) 2=2199/0-5-8 (min. 0-3-10), 10=2058/Mechanical Max Horz 2= 107(LC 5) Max Uplift 2= 129(LC 5), 10= -76(LC 8) BRACING TOP CHORD BOT CHORD FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3= -4435/ 165, 3-4=-4227/161, 4-5=- 4139/190, 5-6=-3375/177, 6-7= 3376/179, 7- 8= -4148/195, 8-9=- 4237/166,9 -10=- 4444/170 BOT CHORD 2 -16=- 165/4000,16 -23= 81/3349, 23-24=-81/3349, 15- 24= 81/3349, 14- 15=- 81/3349, 14-25=0/2539, 25-26=0/2539, 13.26= 02539, 12 -13= 7/3351, 12-27=-7/3351, 27- 28=- 7/3351, 11 -28= 7/3351, 10 -11 =- 153/4011 WEBS 3.16= -019/126, 5-16=- 44/718, 5- 14 = -807/161, 6-14 =- 74/1158, 6-13= 75/1160, 7 -13 =- 810/162, 7- 11 =- 48/727, 9-11= 423/128 Structural wood sheathing directly applied. Rigid ceiling directly applied or 2 -2-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 85mph; TCDL= 6.0psf•, BCDL= 4.8psf; h =25ft; Cat. II; Exp 8; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 -0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atloint(s) 20 except Qt=lb) 17 =129. 7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi -rigid pttchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard July 3,2012 WARNING - Verify design parameters and read notes on this Truss Design Drawing and Included DrJ Reference Sheet (rev. 03-11) before use. Design valid for use with MITek connector plates only. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper Incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on Individual web and chord members are for compression buckling ony, not forbullding stability bracing. Additional temporary restraint/ diagonal bracing to Insure stability during construction Is the responsibility of the Installer. Additional permanent buliding stability bracing of the overall structure Is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/iPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. CONSULTING ac Job Truss Truss Type Qty Ply -Plan L2M -3168 A 2 Car 15664019 J1202994 A03 COMMON TRUSS 1 1 Job Reference footionah ProBuild Arlington, Ariington,WA 98223 2-0-0 7 -7 -3 2-0-0 1 7-7-3 14 -6-10 6 -11-6 7.250 s May 11 2011 MiTek Industries, Inc. Tue Jul 03 08:28:10 2012 Page 1 ID:7DmROtWo ?GbW FONsHBIzzB03b- OCXW49XsxTudgD825UwPhNgWGY ?mB 7bATEOELKz ?qYB 21-6-0 28-5 -8 I 35-4-13 I 43-0-0 145-0-0 6 -11-6 6-11 -6 6-11 -6 7 -7 -3 2 -0-0 4x4 5 4x8 i 5.00 12 2x4 \\ 3 a� 2-0-0 4x8 = 9-0-12 5x8 = 4x4 7 4x6 8 9 2x4 Scale =1:74.8 10 17 24 18 i% 26 4x4 = 4x6 = 4x8 = 17 -3-15 27 14 13 28 4x8 = 4x6 = 21-6 -0 25-8 -1 43-0-0 29 33-11-4 12 4x4 = 43-0-0 4x8 = Plate Offsets (X,Y): (2:0-1-6,0-0-6], [10:0-1-6,0-0-61 LOADING (psf) TCLL 25.0 TCDL 10.0 BCLL 0.0 • BCDL 8.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr Yes Code IRC2009/TP12007 CSI TC 0.89 BC 0.85 WB 0.76 (Matrix -M) DEFL In (loc) Vert(LL) -0.5614 -15 Vert(TL) -1.01 14-15 Horz(TL) 0.30 10 I/defl >922 >512 n/a Lid 240 180 n/a PLATES GRIP MT20 185/148 Weight: 174 Ib FT = 20% LUMBER TOP CHORD BOT CHORD WEBS REACTIONS 2 X 4 HF No.2 *Except' T2: 2 X 4 HF 1650F 1.5E 2X4I-IFNo.2 2 X 4 HF No.2 'Except W1,W3: 2 X 4 HF Stud/Std (lb /size) 10= 2198/0 -5-8 (min. 0 -3-10), 2= 2198/0 -5-8 (min. 0-3-10) Max Horz 2 =94(LC 5) Max Uplift 10=-129(LC 6), 2=-129(LC 5) BRACING TOP CHORD BOT CHORD FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3= -4432/165, 3-4 =- 4225/161, 4-5=-4137/190, 5-6 =- 3373/177, 6-7 =- 3373/178, 7-8=-4137/191, 8-9=-4225/162, 9- 10=- 4432/166 BOT CHORD 2- 17=- 152/3998, 17-24=-68/3347, 24 -25 =- 68/3347, 16 -25 =- 68/3347, 15- 16=- 68/3347, 15-26= 02537, 26- 27= 02537, 14-27=0/2537, 13-14= 0/3347, 13-28=0/3347, 28- 29= 013347, 12- 29= 0/3347, 10 -12 =- 59/3998 WEBS 3-17 = -419 / 126, 5.17 =- 441718, 5-15=-807/161, 6-15=-74/1158, 6-14 =- 74/1158, 7 -14 =- 807/161, 7- 12= -44/718, 9-12=-419/127 Structural wood sheathing directly applied. Rigid ceiling directly applied or 2 -2-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 85mph; TCDL= 6.0psf, BCDL= 4.8psf; h =25ft; Cat. II; Exp B; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 -0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (it - -Ib) 18 =129, 21 =129. 6) This truss is designed in accordance with the 2009 International Residential Code sections R502 11 1 and R80210.2 and referenced standard ANSI/TPI 1 7) 'Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and Included DrJ Reference Sheet (rev. 03-11') before use. Design valid for use with MiTek connector plates only. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper Incorporation of the component Is responsibility of building designer or owner of the trusses and Installer. Lateral restraint designations shown on Individual web and chord members are for compression buckling only, not forbuiiding stability bracing. Additional temporary restraint/ diagonal bracing to Insure stability during construction Is the responsibility of the Installer. Additional permanent building stability bracing of the overall structure Is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities. fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and SCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. July 3,2012 CONSULTING uc Job Truss Truss Type Qty Ply -Plan 12M -3168 A 2 Car 15684020 J1202994 A04 SPECIAL TRUSS 2 1 Job Reference (optional) ProBuild Arlington, Adington,WA 98223 1 -2x0 5-0-8 2-0-0 5-0-8 1 5x12 MT2OH 7.250 s May 11 2011 MiTek Industries, Inc. Tue Jul 03 08:26:10 2012 Page 1 ID:7DmROtWo7GbW FONsHBIzzB03b- OCXW49XsxTudgD825UwPhNgbwY73BzAATEOELKz7gYB 1 9-2-8 13-1-11 17-11-8 I 21-6-0 I 28-5-8 I 35-4-13 I 43-0-0 145.0 -0 4-2-0 3-11 -3 4-9-13 3-6-8 6-11-6 6 -11-6 7 -7 -3 2-0-0 2x4 = 3 2x4 II 4 18 10x16 MT2OH = 5x6 = 5.00 12 2x4 7 II �_• 3x8 � � 5x16 4x4 9 8 5 �. 3x8 10 2x4 // AO 1 2-0.0 2.50 12 9-2 -8 17 -11 -8 17 25 7x10 MT18H 25-8 -1 Scale = 1:76.7 12 13 26 16 15 27 28 14 4x8 = 4x6 = 33 -11-4 4x4 = 43-0-0 5x8 = 43-0-0 2 -0-0 I Plate Offsets (X,Y): [2:0 -6. 0,0.2 -10], [12:0- 2- 5,Edge] LOADING (psf) TCLL 25.0 TCDL 10.0 BCLL 0.0 • BCDL 8.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 'Rep Stress Incr Yes Code IRC2009/TP12007 CSI TC 0.53 BC 0.83 WB 0.85 (Matrix -M) DEFL in (loc) I/defl Ud Vert(LL) -0.65 16-17 >795 240 Vert(LL) -1.24 17 -18 >415 180 Horz(TL) 0.52 12 n/a n/a PLATES GRIP MT20 185/148 MT2OH 139/111 MT18H 185/148 Weight 208 Ib FT = 20% LUMBER TOP CHORD 2 X 4 DF 2400F 2.0E BOT CHORD 2 X 4 HF No.2 *Except* 81:2 X 6 DF 2400F 2.0E, 82: 2 X 6 HF No.2 WEBS 2 X 4 HF No.2 'Except' W1,W2,W4,W8,W10: 2 X 4 HF Stud/Std REACTIONS (Ib /size) 2 =2112/0 -5-8 (min. 0 -3-8), 12= 2147/0 -5-8 (min. 0 -3-9) Max Holz 2 =94(LC 5) Max Uplift 2= 129(LC 5), 12=-129(LC 6) BRACING TOP CHORD Structural wood sheathing directly applied or 2 -2-0 cm purlins. BOT CHORD Rigid ceiling directly applied or 2 -2-0 oc bracing. WEBS 1 Row at midpt 5-17 FORCES (Ib) - Max. Comp./Max. Ten. -AII forces 250 (Ib) or Tess except when shown. TOP CHORD 2 -3=- 7795/350, 3.4= 7551254, 4- 5=- 7557/308, 5-6=-3089/125, 6-7 =- 3018/145, 7-8=- 30651197, 8.8=- 3238/178, 9-10 =- 3994/192, 10.11 =- 4081/183,11 -12= -4288/166 BOT CHORD 2- 18= -351/7260, 17 -18= 111/4061,17 -25= 02405, 25-26= 02405, 16-26=0/2405, 15- 16= 0/3220, 15- 27= 0/3220, 27- 28=0/3220, 14- 28= 0/3220, 12-14=-59/3863 WEBS 8-16=- 74/1158, 3-18=- 257/128, 4-18=-302/92, 5-18= 149 / 4032, 5-17=-1788/143, 9-16=-805/162, 9- 14= -45/718, 11 -14=- 417/127, 8.17= 109/1090, 7 -17=- 304/89 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 85mph; TCDL= 6.0psf; BCDL= 4.Opsf; h =25ft; Cat. II; Exp B; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf. 6) Bearing at jolnt(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =1b) 19 =129, 22 =129. 8) This truss Is designed In accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi -rigid pltchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard July 3,2012 WARNING - Verify design parameters and read notes on this Truss Design Drawing and Included DrJ Reference Sheet (rev. 03-11) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper incorporation of the component Is responsibility of building designer or owner of the trusses and Installer. Lateral restraint designations shown on Individual web and chord members are for compression buckling only, not forbidding stability bracing. Additional temporary restraint/ diagonal bracing to Insure stability during construction Is the responsibility of the Installer. Additional permanent building stability bracing of the overall structure Is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. CONSULTING tic Job Truss Truss Type Qty Ply -Plan L2M -3168 A 2 Car 15884021 J1202994 A05 SPECIAL TRUSS 5 1 Job Reference (ootiona0 ProBuild Arlington, AAington,WA 98223 -2-0-0 [ 5-0-8 2-0-0 5-0-8 5x12 MT2OH 2x4 = 9-2-8 13 -1 -11 4-2-0 3-11-3 2x4 II 4 1 2-0-0 2.50 17 9-2-8 17 10x18 MT2OH = 7.250 s May 11 2011 MiTek Industries, Inc. Tue Jul 03 08:28:11 2012 Page 1 ID:70mROtWo7GbW FONsHB zzB03b- UO5uHWUinOUINjFfCReDbNmfxLKwQPJiu7oumz 7gYA 17 -11 -8 [ 21-6-0 28-5 -8 I 35 -4-13 J 43-0-0 4-9-13 3-6-8 6-11-6 6-11-6 7 -7 -3 5x8 = 5.00 12 Scale = 1:74.1 2 • 4x4 5x18 g 3x6 10 2x4, 11 �— k - �tl• ,•r 17 -11-8 18 24 7x10 MT18H 25-8 -1 25 15 14 26 27 13 4x8 = 408 = 33 -11-4 4x4 = 43-0-0 5x8 = 43-0-0 Plate Offsets (X,Y): (2:0.8- 0,0-2 -10), [12:0- 2- 5,Edge). LOADING (psf) TCLL 25.0 TCDL 10.0 BCLL 0.0 • BCDL 8.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr Yes Code IRC2009/rP12007 CSI TC 0.53 BC 0.83 WB 0.85 (Matrix -M) DEFL in (roc) 1/defl Ltd Vert(LL) -0.6515.18 >794 240 Vert(TL) - 1.24 16-17 >415 180 Horz(TL) 0.52 12 n/a n/a PLATES GRIP MT20 185/148 MT2OH 139/111 MT18H 185/148 Weight 205 lb FT = 20% LUMBER TOP CHORD 2 X 4 DF 2400F 2.0E BOT CHORD 2 X 4 HF No.2'Except' 131: 2 X 8 DF 2400F 2.00, 02: 2 X 6 HF No.2 WEBS 2 X 4 HF No.2'Excepl' W1,W2,W4,W8,W10: 2 X 4 HF Stud/Std REACTIONS (Ib /size) 2=2113/0-5-8 (min. 0-3-8), 12= 2008 /Mechanical Max Horz 2= 107(LC 5) Max Uplift 2= 129(LC 5), 12 = -76(LC 6) BRACING TOP CHORD Structural wood sheathing directly applied or 2 -2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2 -2-0 oc bracing. WEBS 1 Row at midpt 5-16 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=- 7800 / 362, 3-4=-7557/267, 4-5= 7562 / 321, 5-6=-3092/125, 6-7= 3021/145, 7-8=-3068/197, 8- 9= -3240/179, 9-10=-4008/196, 10-11 =- 4096/167, 11- 12=- 4303/171 BOT CHORD 2- 17=- 375/7265, 16.17= 127/4065, 18- 24= 0/2408, 24-25=0/2408, 15.25= 02408, 14- 15=- 8/3225, 14 -26=- 8/3225, 26-27= 8/3225, 13-27=-8/3225, 12- 13=- 141/3879 WEBS 8-15=- 75/1161, 3-17= 257/126, 4-17= 302/92, 5-17= 161 / 4034, 5-16=-1789/147, 9.15 = - 808/163, 9.13=- 49/730, 11- 13= 423/129, 8-16 = - 109/1090, 7-16=-304/89 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7 -05; 85mph, TCDL= 6.0psf, BCDL= 4.8psf, h =255, Cat II, Exp B, enclosed, MWFRS (low -rise) gable end zone, cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-8-0 tali by 2 -0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at Joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21 except Qt=ib) 18 =129. 9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASES) Standard July 3,2012 WARNING - Verify design parameters and read notes on this Truss Design Drawing and Included DrJ Reference Sheet (rev. 03-11) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper Incorporation of the component Is responsibility of building designer or owner of the trusses and Installer. Lateral restraint designations shown on Individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to Insure stability during construction Is the responsibility of the Installer. Additional permanent building stability bracing of the overall structure Is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1. DSB-89 and SCSI (Building Component Safety Information) available from SBCA at www.sbdndustry.com. CONSULTING ac Job Truss Truss Type Qty Ply -Plan L2M-3168 A 2 Car 15664022 J1202994 A08 MONO PITCH 1 1 Job Reference footiona0 ProBuild Arlington, AAington,WA 98223 2-00.0 7 -11-8 5.00 12 7-11-8 3x4 [ 3x8 7.250 s May 11 2011 MiTek Industries, Inc. Tue Jul 03 08:26:12 2012 Page 1 ID:7DmROtWo ?GbW FONsHBIzzB03b- yafHVrZ7T48LvXIRDvytmowwNLhHfwySwYtLODz ?qY9 14-6 -0 I 19-6-0 121 -6-0 24-6-0 25 -9-6' 31-0-8 32-0 -113 43-0-0 b 6-6-8 5-0-0 2-0-0 3-0-0 -3-6 5-3-1 0- 10 -11 -3 5x6 11 5x8 = 9 3x0 27 29 Scale = 1:75.2 5x8 = [ 20 49 48 47 4x8 = 5x8 = 57 46 45 44 4x8 = 4x8 = 3x4 = 43 7 -11-8 14-6-0 23-3-4 24-6 -6 30 -9-12 39-0-0 5x8 11 3x8 = 42 41 40 43-0-0 43-0-0 1 3J$ Plate Offsets (X,Y): [2:0.2- 5,Edge], [6:0-3-14,Edge], [42:0.3 - 0,0.2 -8] LOADING (psf) TCLL 25.0 TCDL 10.0 BCLL 0.0 • BCDL 8.0 SPACING 2 -0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Inc- Yes Code IRC2009/TP12007 CSI TC 0.60 BC 0.85 WB 0.70 (Matrix -M) DEFL in (lac) Udell Lid Vert(LL) -0.68 46-47 >689 240 Vert(TL) -1.19 46-47 >393 180 Horz(TL) 0.24 50 n/a n/a PLATES GRIP MT20 185/148 Weight 2281b FT = 20% LUMBER TOP CHORD 2 X 4 HF No.2 'Except' T3,T4: 2 X 6 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 4 HF Stud/Std'Except' W4: 2 X 4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2 -2-0 oc purilns. BOT CHORD Rigid ceiling directly applied or 2 -2-0 oc bracing. JOINTS 1 Brace at Jt(s): 10, 24, 15, 19, 28, 33 REACTIONS All bearings 4-5-8 except Qt=length) 2= 0-5-8. (Ib) - Max Horz 2= 107(LC 5) Max Uplift All uplift 1001b or less at Joint(s) 40 except 41=- 461(LC 1), 42=-145(LC 6), 2=- 124(LC 5) Max Gray All reactions 250 Ib or less at Joints) 41, 40 except 39 =256(LC 1), 42= 2055(LC 1), 42= 2055(LC 1), 2= 1941(LC 1), 39= 256(LC 1) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=3728/140, 34= 3111 /99, 4-5=-3020/126, 5-6=-3098/197, 6- 7= -625/101, 7 -9= 615/99, 9-11 = - 618/83, 11 -14 =-606/64, 14- 16=- 607/47, 16.18= 618/33, 18- 21= -61420, 21- 23= -653/3, 23- 25=- 553/0, 25-27=-581/0, 27- 29=- 565/0, 29- 31= 578/0, 31- 32=- 594/0, 32 -34= 587/0, 34-36 =- 624/0, 36-37 =498/0, 37- 38=571/0, 3839=546/0, 68=- 2339/101, 8-10 =2200/89, 10-12= 2233/94, 12- 13= 2277/101, 13.15=- 2183/86, 15 -17 =- 2217/91, 17 -19= 2242/98, 19-20= 2281 /99, 20-22= 2281/99, 22 -24 =- 2282/105, 24-26= 2811/149, 26 -28 =- 2815/162, 2830= - 2854/168, 30- 33= 2877/177, 3335 = 2920/185, 35-42= 2924/199 BOT CHORD 249=- 139/3348, 48-49= 139/3346, 47- 48= 139/3346, 47-56=0/2162, 56-57=0/2162, 46-57=0/2162, 45-46=0/2627, 44 -45=- 4/3149, 43- 44=- 4/3149, 42 -43=4/3149, 41- 42= 0/498, 40.41= 0/498, 39-40 =0/498 WEBS 7- 8=- 55/343, 13.46= 254/76, 24-45= 636/111, 6-46 =52/960, 23-24= 273/42, 36-42=366/53, 647 =- 98/1171, 5-47=424/121, 3-47=639/103 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05: 85mph; TCDL= 6.0psf, BCDL= 4.Bpsf; h =25ft; Cat. II; Exp B; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 3) All plates are 2x4 MT20 unless otherwise Indicated. 4) This buss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s) 40 except (t=Ib) 41 =461, 42 =145, 53=124. 7) This truss Is designed In accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi -rigid pitdhbreaks with fixed heels" Member end fatly model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard July 3,2012 WARNING - Verify design parameters and read notes on this Truss Design Drawing and Included DrJ Reference Sheet (rev. 03-11) before use. Design valid for use with MTek connector plates only. This design is based only upon parameters shown, and Is for an IndNidual building component. Applicability of design parameters and proper Incorporation of the component Is responsibility of building designer or owner of the trusses and Installer. Lateral restraint designations shown on Individual web and chord members are for compression budding only, not forbullding stability bracing. Additional temporary restraint/ diagonal bracing to Insure stability during construction Is the responsibility of the Installer. Additional permanent building stability bracing of the overall structure Is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and SCSI (Building Component Safety Information) available from SBCA at www.sbelndustry.com. CONSULTING uc Job Truss Truss Type Qty Ply -Plan L2M-3168 A 2 Car 15664023 J1202994 B01 Common Truss 1 1 Job Reference (ootiona0 Pro Build Arlington, Ariington,WA 98223 7.250 s May 11 2011 MiTek Industries, Inc. Tue Jul 03 08:28:14 2012 Page 1 ID:7DmROtWo7GbW FONsHBIzzB03b- uzmlwWaN7i039gSgKK LrD7M59aFly]tOsMSV5z7gY7 -2-0-0 19-6-0 39-0-0 41-0-0 2-0-0 19-6-0 19-6-0 2 -0-0 5.00 12 15 5x8 I I 8 17 Scale = 1:68.5 . iMwow�. �. r.. MI.WIN. �u... rINZIMONE ww. �wrmr�awIMwrw. rrMWww.... rwU�� .MON.EI.�.�.�all/.wwwW.IL.•rMOIN2MIN 56 55 54 53 52 51 50 49 48 47 48 45 44 43 42 41 40 39 38 37 36 35 34 33 32 5x8 = 39-0-0 2-0-0 39-0-0 2-0-0 Plate Offsets (X,Y): [9:0- 1- 6,0 -1-8], [23:0-1 -6,0 -1-81 [44:0-3-0,0-3-0] LOADING (psi) TCLL 25.0 TCDL 10.0 BCLL 0.0 • BCDL 8.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Ina Yes Code IRC2009/TPI2007 CSI TC 0.20 BC 0.05 WB 0.11 (Matrix) DEFL in (loc) 1/defl L/d Vert(LL) -0.04 31 n/r 180 Vert(TL) -0.05 31 n/r 120 Horz(TL) 0.01 30 rile n/a PLATES GRIP MT20 185/148 Weight: 230 Ib FT = 20% LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 OTHERS 2 X 4 HF Stud/Std *Except' ST13,ST12: 2 X 4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied orb -0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 16-44 REACTIONS All bearings 39-0-0. (Ib) - Max Horz 2 =87(LC 6) Max Uplift All uplift 100 Ib or less at joint(s) 30, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 43, 42, 41, 40, 39, 38, 37, 38, 35, 34, 33, 2 Max Gray All reactions 250 Ib or less at joint(s) 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32 except 30=319(LC 1), 2= 319(LC 1) FORCES (lb) - Max Comp./Max Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 85mph; TCDL= 6.0psf, BCDL =4.8psf; h=25ft Cat. II; Exp B; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 3) Truss designed for wind loads In the plane of the buss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 30, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 43 , 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 2. 10) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi -rigid pitchbreaks with fixed heels" Member end fodty model was used in the analysis and design of this truss. LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11) before use. Design valid for use with MiTek connector plates only. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component Is responsibility of building designer or owner of the trusses and Installer. Lateral restraint designations shown on Individual web and chord members are for compression buckling onty, not forbullding stability bracing. Additional temporary restraint/ diagonal bracing to Insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure Is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, 058.89 and BCSI (Building Component Safety Information) available from SBCA at www.sbdndustry.com. July 3,2012 CONSULTING uc Job Truss Truss Type Qty Ply -Plan L2M -3168 A 2 Car 15664024 J1202994 B02 COMMON TRUSS 5 1 Job Reference (optional) ProBuild Arlington, Adington,WA 98223 -2-0-0 7 -11-8 1 2-0-0 7 -11-8 1 14-6 -0 3x8 6-6-8 5.00 12 2x4 11 7.250 s May 11 2011 MITek Industries, Inc. Tue Jul 03 08:28:15 2012 Page 1 ID:7DmROtWo ?GbW FONsHBIzzB03b- M9KP7sb? m? Wwn _10u2VaORXQ2ZkIsFWvcW5 ?1Xz ?qY6 19-6-0 24-6-0 1 31-0-8 39-0-0 41-0-0 5-0-0 5-0-0 6-6-8 7-11-8 2-0-0 5x8 2x4 [1 3x8 3x4 Scale = 1:68.5 5x6 = 7 -11-8 16 15 2x4 11 28 14 29 13 2x4 11 14-6-0 5x8 = 19-8-0 5x10 = 39-0-0 24-6-0 5x8 = 2x4 II 31-0-8 12 2x4 11 39-0 -0 5x8 = 2-0-0 I Plate Offsets (X,Y): 12:0.2- 5,Edge], [10:0.2- 5,Edge], [14:0 -5-0,0 -3-01 LOADING (psi) TCLL 25.0 TCDL 10.0 BCLL 0.0 • BCDL 8.0 SPACING 2 -0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Ina* Yes Code IRC2009/TP12007 CSI TC 0.70 BC 0.80 WB 0.71 (Matrix -M) DEFL in (loc) 1/defi Ud Vert(LL) -0.33 13-15 >999 240 Vert(TL) - 1.45 13-15 >324 180 Horz(TL) 0.24 10 n/a n/a PLATES GRIP MT20 185/148 Weight: 172 Ib FT = 20% LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 4 HF Stud/Std *Except' W4, W6: 2 X 4 HF No.2 REACTIONS (Ib /size) 10= 1892/0 -5-8 (min. 0 -3-2), 2= 1892/0 -5-8 (min. 0-3-2) Max Holz 2= -87(LC 6) Max Uplift 10= -48(LC 6), 2= -48(LC 5) BRACING TOP CHORD BOT CHORD FORCES (Ib) - Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 360210, 3-4 =- 2978/0, 4-5=- 2887/0, 5-8 =- 2964/0, 6-7= 2964/0, 7- 8=- 2887/0, 8-9 =- 2978/0, 9-10 =- 3602/0 BOT CHORD 2- 16= 0/3230, 15- 16=0t3230, 15-28= 0/2076, 14-28=0/2076, 14-29= 02076, 13-29=0/2076, 12- 13= 0/3230, 10- 12= 0/3230 WEBS 6-13=-4/1138, 7 -13= 428/123, 9-13 =-650/ 145, 6-15=-4/1138, 5- 15= -428/123, 3- 15= -650/144 Structural wood sheathing directly applied or 2 -2-0 oc puffins. Rigid ceiling directly applied or 2 -2-0 oc bracing. NOTES 1) Unbalanced roof live toads have been considered for this design. 2) Wind: ASCE 7 -05; 85mph; TCDL�.Opsf; BCDL= 4.8psh h =25ft; Cat. II; Exp B; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 3) 150.OIb AC unit load placed on the bottom chord, 19-6-0 from left end, supported at two points, 2-0-0 apart. 4) Thls truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at jolnt(s) 22, 25. 7) This truss Is designed In accordance with the 2009 International Residential Code sections R502 11 1 and R802.10.2 and referenced standard ANSI/TPI 1 8) "Semi -rigid pltchbreaks with fixed heels" Member end fixity model was used in the analysts and design of this truss. LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and Included DrJ Reference Sheet (rev. 03.11) before use. Design valid for use with MiTek connector plates only. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper Incorporation of the component is responsibility of building designer or owner of the trusses and Installer. Lateral restraint designations shown on Individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to Insure stability during construction Is the responsibility of the installer. Additional permanent building stability bracing of the overall structure Is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabdcatlon, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. July 3,2012 CONSULTING ac Job Truss Truss Type Qty Ply -Plan L2M -3168 A 2 Car 15664025 J1202994 CO1 Common Truss 1 1 Job Reference (optional) ProBuild Arlington, Artington,WA 98223 ( - 1-3-10 l 1 -3-10 6-0-0 6-0-0 7.250 s May 11 2011 MiTek Industries, Inc. Tue Jul 03 08:28:18 2012 Page 1 ID:7DmROtWo ?GbW FONsHBIzzB03b- gMunLCcdXJem08bCSIOpwe4kNyGFbtT2rArYZ z ?qY5 12-0-0 � 13 -3-10 6-0-0 1 -3-10 4x4 11 18 17 18 15 14 13 12 12 -0-0 3x4 = 12-0-0 1 -3-10 Scale = 1:27.2 LOADING (pyy) TCLL .25.0 TCDL 10.0 BCLL 0.0 • BCDL 8.0 SPACING 2 -0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Ina Yes Code IRC2009/TP12007 CSI TC 0.08 BC 0.02 WB 0.03 (Matrix) DEFL in (loc) I /defl Lid Vert(LL) -0.01 11 n/r 180 Vert(TL) -0.02 11 n/r 120 Horz(TL) 0.00 10 n/a n/a PLATES GRIP MT20 185/148 Weight: 54 Ib FT = 20% LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 OTHERS 2 X 4 HF Stud/Std REACTIONS All bearings 12-0-0. (Ib) - Max Horz 2= -87(LC 3) Max Uplift All uplift 100 Ib or less atjoint(s) 2, 10, 16, 17, 18, 14, 13, 12 Max Gray All reactions 250 Ib or less at Jolnt(s) 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 85mph; TCDL= 6.0psf; BCDL= 4.8psf; h =25ft; Cat. 11; Exp B; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 -0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at jolnt(s) 2, 10, 16, 17, 18, 14, 13, 12. 10) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 10. 11) This truss Is designed In accordance with the 2009 International Residential Code sections R502.11 1 and R802 10 2 and referenced standard ANSI/TPI 1 12) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard July 3,2012 ss-ro -ce^r -rs WARNING - Verify design parameters and read notes on this Truss Design Drawing and Included DrJ Reference Sheet (rev. 03-11) before use. Design valid for use with MITek connector plates only. This design Is based onty upon parameters shown, and Is for an individual building component. Applicability of design parameters and proper Incorporation of the component Is responsibility of building designer or owner of the trusses and Installer. Lateral restraint designations shown on Individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to Insure stability during construction Is the responsibility of the Installer. Additional permanent building stability bracing of the overall structure Is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responslbilitles, fabrication, quality control, storage. delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. CONSULTING ac Job Truss Truss Type Qty Pry -Plan L2M -3168 A 2 Car 15664028 J1202994 CO2 Common Truss 2 1 Job Reference (optional) ProBuild Arlington, Arlington,WA 98223 I -1-3-10 1 -3-10 6 o-b 6-0-0 7 250 s May 11 2011 MiTek Industries, Inc Tue Jul 03 08'2616 2012 Page 1 ID:7DmROtWo ?GbW FONsHBIzzBO3b- gMunLCcdXJemOBbCSI0pwe4eJyDHbs ?2rArYZ z ?qY5 12-0-0 13 -3-10 l 6-0-0 1 -3-10 404 II 6-0-0 1 -3-10 12-0-0 1-3-10 Scale = 1:27.2 LOADING (psf) TCLL 25.0 TCDL 10.0 BCLL 0.0 ' BCDL 8.0 SPACING 2 -0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Ina Yes Code IRC2009/TPI2007 CSI TC 0.47 BC 0.21 WB 0.12 (Matrix) DEFL in (loc) I/defl Ltd Vert(LL) -0.03 4-8 >999 240 Vert(TL) -0.08 4-6 >999 180 Horz(TL) 0.01 4 n/a n/a PLATES GRIP MT20 185/148 Weight 39 Ib FT = 20% LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 4 HF Stud/Std REACTIONS (lb/size) 2= 603/0 -5.8 (min. 0 -1-8), 4=603/0-5-8 (min. 0-1-8) Max Horz 2 =87(LC 4) Max Uplift 2 =60(LC 5), 4= -60(LC 8) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3=- 550/16, 3-4 = - 550116 BOT CHORD 2- 6= 0/348, 4.6 =0/348 WEBS 3- 6=0/258 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 4 -11 -11 oc purtins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 85mph; TCDL= 8.0psf; BCDL= 4.8psf; h =25ft; Cat. II; Exp B; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 -0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 4. 6) This truss Is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi -rigid pltchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and Included DrJ Reference Sheet (rev. 03.11') before use. Design valid for use with MITek connector plates only. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component Is responsibility of building designer or owner of the trusses and Installer. Lateral restraint designations shown on Individual web and chord members are for compression buckling only, not forbullding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction Is the responsibility of the Installer. Additional permanent building stability bracing of the overall structure Is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB -89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. July 3,2012 CONSULTING uc Job J1202994 Truss CO3 Truss Type Common Truss Qty 1 Ply �f 2 -Plan L2M -3168 A 2 Car 15664027 Job Reference (optional) ProBuild Arlington, Arlington,WA 98223 6-0-0 6-0-0 8.00 12 1A 5x8 i 4 -2 -10 7.250 s May 11 2011 MiTek Industries, Inc. Tue Jul 03 08:26:17 2012 Page 1 ID:7DmROtWo ?GbW FONsHBIzzB03b- JYSAYYdFIdmd01A00SY2TsdjIMUcKEWC4ga65Qz ?qY4 12-0-0 ( 13 -3-10 6-0-0 1 -3-10 4x8 II T2 5 3x10 3x10 \\ 7 -9-6 12-0-0 5x8 12-0-0 1 -3-10 Scale = 1:27.0 Plate Offsets (X,Y): [1:0- 3- 8,0- 2- 8],[3:0.3- 8,0-2 -8] LOADING (psf) TCLL 25.0 TCDL 10.0 BCLL 0.0 • BCDL 8.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code IRC2009/TP12007 CSI TC 0.88 BC 0.46 WB 0.42 (Matrix) DEFL in (loc) 1/defl L/d Vert(LL) - 0.06 5-6 >999 240 Vert(LL) - 0.13 5-6 >999 180 Horz(TL) 0.03 3 nia n/a PLATES GRIP MT20 185/148 Weight 108 Ib FT = 20% LUMBER TOP CHORD 2 X 4 HF 650F 1.5E BOT CHORD 2 X 8 DF 2400F 2.0E WEBS 2 X4 HF No.2 REACTIONS (lb /size) 1= 5519/0 -5-8 (min. 0 -4-9), 3= 5641/0 -5-8 (min. 0 -4-10) Max Harz 1=-95(LC 3) Max Uplift 1=- 404(LC 5), 3=- 449(LC 6) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1- 2=- 6869/494, 2 -3 =- 6900/500 BOT CHORD 1- 6=- 347/5585, 5-6=-234/3843, 3-5=- 347/5585 WEBS 2 -5=- 264/4041, 2-6=-264/4041 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied. Rigid ceiling dlrectiy applied or 10-0-0 oc bracing. NOTES 1) 2 -ply truss to be connected together with 10d (0.131'x3 ") nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-6-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7 -05; 85mph; TCDL= 6.Opsf BCDL= 4.Bpsf; h =25ft; Cat. II; Exp B; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 -0-0 wide will ft between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atJoint(s) except (jt =lb) 1 =404, 3 =449. 8) This truss Is designed In accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Girder caries tie-in span(s): 43-0-0 from 0.0-0 to 12 -0-0 10) "Semi -rigid pitchbreaks with fired heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (pif) Veit 1- 2 = -70, 2-4= 70,1- 3 =888(B -872) WARNING • Verify design parameters and read notes on this Truss Design Drawing and Included DrJ Reference Sheet (rev. 03-11) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper Incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to Insure stability during construction is the responsibility of the Installer. Additional permanent building stability bracing of the overall structure Is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, D6B-89 and SCSI (Building Component Safety Information) available from SBCA at www.sbclndustry.com. July 3,2012 CONSULTING ac Job Truss Truss Type Qty Pty -Plan L2M -3188 A 2 Car 15664028 J1202994 001 Common Truss 1 1 Job Reference (optional) Pro Build Arlington, AAington,WA 98223 -1-6-7 1-6-7 8.00 12 5-10-8 5-10 -8 7.250 s May 11 2011 MiTek Industries, Inc. Tue Jul 03 08:26:17 2012 Page 1 ID:7DmROtWo7GbW FONsHBIzzB03b- JYSAYYdFIdmd01AOOSY2TsdvbMbVIC KkC4ga65Qz7gY4 11 -9-0 13-3 -7 5-10-8 1-6-7 4x4 II 10 AIMPAIPr1 W i► LW ■1030'00ddWeTLRlrM 11I►W1raI iL∎ OAY JIPAIKI 3x4 = 18 17 18 15 14 13 12 11 -9-0 11 3x4 = 1-6-7 11 -9 -0 1-6-7 ) Scale = 1:27.6 LOADING (ps() TCLL 25.0 TCDL 10.0 BCLL 0.0 • BCDL 8.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Ina Yes Code IRC2009/TPI2007 CSI TC 0.12 BC 0.01 WB 0.03 (Matrix) DEFL in (loc) 1/defl Ud Vert(LL) -0.02 11 n/r 180 Vert(TL) -0.03 11 n/r 120 Horz(TL) 0.00 10 n/a n/a PLATES GRIP MT20 185/148 Weight: 53 Ib FT = 20% LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 OTHERS 2 X 4 HF Stud/Std REACTIONS All bearings 11 -9-0. (Ib) - Max Hotz 2 =85(LC 4) Max Uplift All uplift 100 lb or Less at joint(s) 2, 10, 16, 17, 18, 14, 13, 12 Max Gray All reactions 250 Ib or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES (Ib) - Max Comp./Max. Ten. - M forces 250 (lb) or less except when shown. BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 85mph; TCDL= 6.0psf; BCDL= 4.8psf; h =25ft; Cat. II; Exp B; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atJoint(s) 2, 10, 16, 17, 18, 14, 13, 12. 10) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi -rigid pltchbreaks with fixed heels" Member end fodty model was used in the analysis and design of this truss. LOAD CASE(S) Standard July 3,2012 WARNING - Verify design parameters and read notes on this Truss Design Drawing and included OrJ Reference Sheet (rev. 03.11) before use. Design valid for use with MITek connector plates only. This design Is based only upon parameters shown. and is for an individual building component. Applicability of design parameters and proper Incorporation of the component Is responsibility of building designer or owner of the trusses and Installer. Lateral restraint designations shown on Individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to Insure stability during construction is the responsibility of the Installer. Additional permanent building stability bracing of the overall structure Is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage. delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. CONSULTING uc Job Truss Truss Type Gty Ply -Plan L2M -3168 A 2 Car 15684029 J1202994 D02 Common Truss 1 1 Job Reference (optional) ProBuild Arlington, AAington,WA 98223 5-10 -8 5-10 -8 4x6 II 7.250 s May 11 2011 MiTek Industries, Inc. Tue Jul 03 08:26:18 2012 Page 1 ID:7DmROtWo7GbW FONsHBIzzB03b- nkOYluet3wuUeSIb2A3H739vDmix3CeLJTKfesz ?qY3 11 -9-0 13-3-7 1 5-10 -8 1-6-7 5-10 -8 11 -9-0 11 -9-0 1-6-7 Scale = 1:27.4 Plate Offsets (X,Y): (1:0-4-4,0-1-81, 13:0-4-4,0-1-81 LOADING (psf) TCLL 25.0 TCDL 10.0 BCLL 0.0 • BCDL 8.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Ina NO Code IRC2009/TPI2007 CSI TC 0.83 BC 0.96 WB 0.75 (Matrix) DEFL in (loc) Vdefl Lid Vert(LL) -0.06 1 -5 >999 240 Vert(TL) -0.14 1 -5 >991 180 Horz(TL) 0.02 3 n/a n/a PLATES GRIP MT20 185/148 Weight: 45 lb FT = 20% LUMBER TOP CHORD 2 X 4 HF 1650F 1.5E BOT CHORD 2 X 6 HF No.2 WEBS 2 X 4 HF Stud/Std REACTIONS (16/size) 1=1593/0-3-8 (min. 0-2-10), 3=1728/0 -3-8 (min. 0-2-14) Max Horz 1=-95(LC 3) Max Uplift 1= 101(LC 5), 3=- 152(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1- 2=- 1744/107, 2 -3= 1777/115 BOT CHORD 1 -5=- 28/1369, 3-5 =- 2811369 WEBS 2 -5=- 38/1475 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 85mph; TCDL 3.Opsf; BCDL=4.8psf; h =25ft; Cat. II; Exp B; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and light exposed; Lumber DOL =1.33 plate grip DOL =1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 1001b uplift atjolnt(s) except Qt=lb) 1 =101, 3 =152. 6) This truss Is designed In accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Girder carries tie-in span(s): 11 -0-0 from 0-0-0 to 11 -9-0 8) "Seml -rigid pitchbreaks with fixed heels" Member and fixity model was used In the analysis and design of this truss. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (pit) Vert: 1- 2 = -70, 2-4=-70, 1-3=-210(B=-194) WARNING - Verify design parameters and read notes on this Truss Design Drawing and Included DrJ Reference Sheet (rev. 03-11') before use. Design valid for use with MiTek connector plates only. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper incorporation of the component Is responsibility of building designer or owner of the trusses and Installer. Lateral restraint designations shown on Individual web and chord members are for compression buckling only, not forbullding stability bracing. Additional temporary restraint/ diagonal bracing to Insure stability during construction Is the responsibility of the Installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, Quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbdndustry.com. July 3,2012 CONSULTING uc Job Truss Truss Type Qty Pty -Plan L2M3168 A 2 Car 15664030 J1202994 E01 Common Truss 1 1 Job Reference (notional) ProBuild Arlington, Arlington,WA 98223 -1-3-10 1 -3-10 1 -3-10 8.00 12 5-9-0 5-9-0 7.250 s May 11 2011 MiTek Industries, Inc. Tue Jul 03 08:28:18 2012 Page ID:7DmROtWo ?Gb W_ FONsHBIzzB03b- nkOYluet3wuUeSIbZA3H ?394ImxM3noLJTKfesz ?qY3 11-6 -0 12 -9-10 5-9-0 1-3-10 4x4 II 81 T1 w w Ir Ir 3x4 = 14 13 12 11.8 -0 11 10 3x4 = 11-6-0 1 -3-10 Scale = 1:26.3 LOADING (psf) TCLL 25.0 TCDL 10.0 BCLL 0.0 • BCDL 8.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress In Yes Code IRC2009/TP12007 CSI TC 0.08 BC 0.04 WB 0.04 (Matrix) DEFL in (loc) 1 /dell L/d Vert(LL) -0.00 9 n/r 180 Vert(TL) -0.01 9 n/r 120 Horz(TL) 0.00 8 n/a n/a PLATES GRIP MT20 185/148 Weight: 49 Ib FT = 20% LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 OTHERS 2 X 4 HF Stud/Std REACTIONS All bearings 11-6-0. (Ib) - Max Horz 2=-83(LC 3) Max Uplift All uplift 100 Ib or less at joint(s) 2, 8, 13. 14, 11. 10 Max Gray All reactions 250 Ib or less at joint(s) 2, 8, 12, 13, 14, 11, 10 FORCES (Ib) - Max. Comp./Max Ten. - All forces 250 (Ib) or less except when shown. BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 85mph; TCDL= 8.0psf, BCDL= 4.8psf; h =25th Cat. II; Exp B; enclosed; MWFRS (low -rise) gable end zone; cantilever left and rlght exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This buss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2 -0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 Ib uplift at joints) 2, 8, 13, 14, 11, 10. 10) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 2. 11) This truss is designed In accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi -rigid pitchbreaks with foxed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and Included DrJ Reference Sheet (rev. 03.11) before use. Design valid for use with MiTek connector plates only. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper incorporation of the component Is responsibility of building designer or owner of the trusses and Installer. Lateral restraint designations shown on Individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to Insure stability during construction Is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 end BCSI (Building Component Safety Information) available from SBCA at www.sbdndustry.com. July 3,2012 CONSULTING ac Job J1202994 Truss E02 Truss Type Common Truss Qty 1 Ply Pro Build Arlington, AAington,WA 98223 -1 -3-10 1 -3-10 8.00 I 5-9-0 5-9-0 -Plan L2M -3168 A 2 Car 2 Job Reference (notional) 15684031 7250 s May 11 2011 MiTek Industries, Inc. Tue Jul 03 08:26:18 2012 Page 1 ID:7DmROtWo7GbW FONsHBIzzB03b- nkOYluet3wuUeSIb2A3H739wpmrd3hvLJTKfesz7gY3 11-6 -0 5-9-0 4x8 II 1-3-10 6x6 3-11-10 3x10 7-6-6 3x10 \\ 11-6-0 6x8 11-6-0 Scale = 1:26.2 Plate Offsets (X,Y): (2:0-4-4,0-3-0], [4:0 -4- 4,0-3-01 LOADING (psf) TCLL 25.0 TCDL 10.0 BCLL 0.0 • BCDL 8.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Ina NO Code IRC2009/TP12007 CSI TC 0.73 BC 0.41 WB 0.41 (Matrix) DEFL in (loc) l/defl Ud Vert(LL) - 0.06 5-6 >999 240 Vert(LL) -0.13 5-6 >999 180 Horz(TL) 0.02 4 n/a n/a PLATES GRIP MT20 185/148 Weight: 104 Ib FT = 20% LUMBER TOP CHORD 2 X 4 HF 650F 1.5E BOT CHORD 2 X 6 DF 2400F 2.0E WEBS 2 X4 HF No.2 REACTIONS (Ib /size) 4=5280/0-5-8 (min. 0-4-6), 2= 5402/0 -5-8 (min. 0-4 -7) Max Harz 2 =91(LC 4) Max Uplift 4=- 386(LC 8), 2=- 432(LC 5) FORCES (Ib) - Max. Comp /Max Ten - All forces 250 (Ib) or less except when shown TOP CHORD 2- 3=- 6665/483, 3-4=-6635/476 BOT CHORD 2-6=- 343/5393, 5-6=-229/3629, 4-5=-343/5393 WEBS 3-5=- 258/3945, 3-6=-258/3945 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 4 -10-7 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) 2 -ply truss to be connected together with 10d (0.131'x3 ") nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-6-0 oc. Webs connected as follows: 2 X 4. 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only toads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7 -05; 85mph; TCDL= 6.0psf; BCDL= 4.8psf; h =25ft; Cat II; Exp B; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other Ilve loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 -0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) except (jt =lb) 4 =386, 2 =432. 8) This buss Is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Girder carries tie-in span(s): 43-0-0 from 0-0-0 to 11 -6-0 10) "Semi -rigid pltchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (plf) Vert 1- 3 = -70, 3- 4 = -70, 2-4=-888(B=-872) WARNING - Verify design parameters and read notes on this Truss Design Drawing and Included DrJ Reference Sheet (rev. 03-11) before use. Design valid for use with MTek connector plates only. This design Is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper incorporation of the component Is responsibility of building designer or owner of the trusses and Installer. Lateral restraint designations shown on Individual web and chord members are for compression buckling only, not forbuflding stability bracing. Additional temporary restraint/ diagonal bracing to Insure stability during construction Is the responsibility of the Installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and SCSI (Building Component Safety Information) available from SBCA at www.sbeindustry.com. July 3,2012 CONSULTING uc Job Truss Truss Type Oty Ply -Plan L2M -3168 A 2 Car 15684032 J1202994 F01 Jack -Closed Truss 1 1 Job Reference (ootiona0 ProBulld Arlington, Ariington,WA 98223 7.250 s May 11 2011 MiTek Industries, Inc. Tue Jul 03 08:28:19 2012 Page 1 ID:7DmROtWo ?GbW FONsHBIzzB03b- FxawzEeWgEOLFcKn7taWYHiCXAHfoEuUX73DAJz ?qY2 10 -11-8 10 -11-8 3x4 = 15 14 13 10 -11-8 12 11 10 9 10 -11-8 Scale = 1:29.5 LOADING (psf) TCLL 25.0 TCDL 10.0 BCLL 0.0 • BCDL 8.0 SPACING 2 -0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress in Yes Code IRC2009/TP12007 CSI TC 0.28 BC 0.03 WB 0.05 (Matrix) DEFL In (ion) Udell Lid Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 9 n/a n/a PLATES GRIP MT20 185/148 Weight 54 Ib FT = 20% LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 4 HF Stud/Std OTHERS 2 X 4 HF Stud /Std REACTIONS All bearings 10-11 -8. (Ib) - Max Horz 1= 153(LC 4) Max Uplift All uplift 100 Ib or less at joint(s) 9, 10, 11, 12, 13, 14, 15 Max Gray All reactions 250 Ib or less at joint(s) 1, 9, 10, 11, 12, 13, 14 except 15= 260(LC 1) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bradng. NOTES 1) Wind: ASCE 7-05; 85mph; TCDL= 8.0psf, BCDL= 4.8psf; h =25ft; Cat. II; Exp B; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 -0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 9, 10, 11, 12, 13, 14, 15. 9) This truss Is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi -rigid pttchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and Included DrJ Reference Sheet (rev. 03-11) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and Is for an IndMdual building component. Applicability of design parameters and proper Incorporation of the component Is responsibility of building designer or owner of the trusses and Installer. Lateral restraint designations shown on Individual web and chord members are for compression budding only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to Insure stability during construction is the responsibility of the Installer. Additional permanent building stability bracing of the overall structure N the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/Mil, DSB-89 and BCSI (Building Component Safety Information) available from SBCA et www.sbcndustry.com. July 3,2012 CONSULTING uc Job Truss Truss Type Oty Ply -Plan L2M -3168 A 2 Car 15664033 J1202994 F02 Monopitch Truss 5 1 Job Reference (notional) ProBulld Arlington, Adington,WA 98223 7.250 s May 11 2011 MiTek Industries, Inc. Tue Jul 03 08:26:19 2012 Page 1 ID:7DmROtWo ?GbW FONsHBIzzB03b- FxawzEeWgEOLFcKn7taWYHIC4AEBo8kUX73DAJz ?qY2 5-7-4 1 10-11-8 5-7-4 5-4-4 2x4 II 3 3x4 = 5-7-4 5 2x4 II 10 -11-8 4 3x4 = 10 -11 -8 Scale = 1:33.1 LOADING (psf) TCLL 25.0 TCOL 10.0 BCLL 0.0 • BCDL 8.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr Yes Code IRC2009/TP12007 CSI TC 0.31 BC 0.19 WB 0.44 (Matrix) DEFL In (loc) Udell Ud Vert(LL) -0.03 1 -5 >999 240 Vert(TL) -0.07 1 -5 >999 180 Horz(TL) 0.01 4 n/a n/a PLATES GRIP MT20 185/148 Weight: 43 Ib FT = 20% LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 4 I-IF Stud/Std REACTIONS (lb /size) 1= 462/Mechanical, 4= 462/Mechanical Max Horz 1= 153(LC 4) Max Uplift 1 = -13(LC 5), 4 = -51(LC 5) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1- 2= -658/19 BOT CHORD 1- 5= -45/540, 4-5=- 45/540 WEBS 2-4=-615/94 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0 -0 oc bracing. NOTES 1) Wind: ASCE 7 -05; 85mph; TCDL3.0psf; BCDL= 4.8ps}; h =25ft; Cat. II; Exp B; enclosed; MWFRS (low -rise) gable end zone; cantilever left and fight exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • Thls truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2 -0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 4. 6) This truss Is designed In accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard July 3,2012 WARNING - Verify design parameters and read notes on this Truss Design Drawing and Included DrJ Reference Sheet (rev. 03-11) before use. Design valid for use with MRek connector plates only. This design Is based only upon parameters shown, and Is for an individual building component. Applicability of design parameters and proper Incorporation of the component Is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to Insure stability during construction is the responsibility of the Installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbelndustry.com. CONSULTING «c Symbols PLATE LOCATION AND ORIENTATION 1 3/4 Center plate on joint unless x, y offsets are indicated. Numbering 6-4-8 System dimensions shown in ft-in-sixteenths ( (Drawings not to scale) 2 3 t General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bradng for truss system, e.g. diagonal or X- bradng, is always required. See BCS11. 2. Truss bradng must be designed by an engineer. For wide truss spadng, individual lateral braces themselves may require bracing, or alternative 7,1, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Prov de copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint bcations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with 8. Unleesspotherwisenoted, moisture content of lumber shall not exceed 19 %at time offabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non - structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that spedfied. 13. 14. Bottom rn require belateral or at provided t spacing indicated on design. bracing or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not at or alter truss member or plate without prior approval of an engineer. 17. Install and bad vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not suffdent 20. Design assumes manufacture in accordance with ANSIITPI 1 Quality Criteria 21. Unless information is otherwise provided to DrJ in writing, the use of these designs presumes approval, through the building designer or owner of the trusses, of the loads and related design assumptions (e.g. spans, profiles, deflection, etc.) found on each of the individual design drawings. 22. These trusses are designed using MiTek Sapphire standard analysis methods in accordance with ANSIIRPI 1 and related proprietary information. 23.1t is extremely Important to properly Install temporary lateral restraint and diagonal bradng, to accordance with SCSI B2 or using proprietary methods (e.g. Stabilizer, etc.). 24. Sheathing applied in the plane of the truss is not considered in the design of the individual buss components unless spedfically noted. 25. Graphical puriin representation, if shown, does not depict the size or orientation of the puffin along the top and/or bottom chord. Purtlns must be designed by others for size, and positioned in such a way as to support the Imposed load along the dearspan of the puriin. 26. Due to the lateral thrust developed by scissor type trusses, if scissor type trusses are part of this design, careful consideration should be given to bearing wall conditions. Bearing walls of scissor type trusses should be designed in such a manner that the wads will safely withstand the lateral forces of the trusses. Consideration of these items is not a part of this truss design and is not the responsibility of the truss plate supplier, the truss designer, nor the truss fabricator. Competent professional advice should be secured relative to these items. 27. The accuracy of the truss design drawing relies upon accurate metal plate connector design values as published by MiTek and accurate design values for solid sawn lumber. Design values (E, Emin, Fb, Fc, Fcp, Ft, and Fv) for solid sawn lumber and approved, grade stamped, finger Jointed lumber shall be as defined by the grade stamp prior to cross cutting and in accordance with the published values of lumber rules writing agencies approved by the Board of Review of the American Lumber Standards Committee In accordance with the latest edition of ANSIITP1 1 Section 6.3. Dimensions are in ft -in- sixteenths. I ) TOP CHORDS 11 A pply ully plates to embed both sides teeth. of truss and f 0-1/j6" _ 'OP CHORD ■ p Oz U p ■ _� For 4 x 2 orientation, locate plates 0- 'nd' from outside edge of truss. This symbol indicates the c� e �� cs 6 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED /LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTH EST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS /LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR 131 1, ESR 1352, ER 5243, 9604B, 9730, 95 43, 96 31, 9667A NER 487, NER-561 951) 0, 84 32, 96 67, ER 3907, 9432A ©2011 DrJ Consulting, LLC All Rights Reserved s Plate software P LATE 4 LATERAL BEARING location SIZE x i �/� I'd's"' required direction of slots In connector plates. details available in MiTek 20/20 or upon request. The first dimension is the plate 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. BRACING LOCATION Indicated by symbol shown and /or y y by text in the bracing section of the output. Use T, I or proprietay bracing (e.g. eliminator) if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint J -, r ;,� s, Fr t number where bearings occur. 1 ® Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB -89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. h ' - DrJ Consulting, LLC Lane 6300 Enterprise CO r =TINE LLC Madison, WI 53719 LA TIT Level III aern. I '� ���'^ o�Fl�nQC CENTRED PLANT 71 I, HANGER SCHEDULE ''+ 1, # #Elites;1 MARK HANGER CARRYING MEMBER CARRIED MEMBER � 5 'Lija�1 , I ,w'• A LUS26 4-10D 4-10D Truss TLSlutirtiwL B HUS26 14-16D 6-16D 40-00-00 13-00-00 17 -00-00 y 10-00-00 i i i i an i iiiilii i NMI i�i ir iiiiiiiiiiiiiniiiiiiiiinii 111■1111••= ■ i■ 1■I•1 11 I I q o qo N ° q IiJii 0 m pg • O Q N O N sr ° Q N Q O a !.II Q ,�I' O it O ° I, U .. � O nil ',I���lil EDI �� CO2(2) Nil I ..• 1 l_Kg �II col 1 i i : : : : : :ias1_'_�_'_1_,_:a�' __ Rill 5 =mil • <8/12 D02 8112, el 2.00-00 y al 4 8-00 15 -10-00 D01 11 -09-00 11 -09 -00 11 -06-00 5-00 -00 12.00 -00 11 -06-00 TTT 11 GARAGE RIGHT 20815 67th Ave NE Arlington, WA 98223 11 0 Phone 1- 360 -925 -4155 Tins IsA TRUSS PLACLMLNTbIAGRAMONLY. =mp°°nerbhebmryuntdintothe bmWh'deign he yeediertno of the heJde, designer. s» Ile NIliepiece hob � °`h ang dr gne 4 `d wins u l deign w oboes r iodnidml ign id mWpL e000L dosing. The Wang dniPVh oprmbb for u nporsry sod pnmrwrt Inch' of de roof and floor rem and for Dm °mall nrucuraTe doiSn of tiro tno rapport rh iocbdIA haul, m, n a l m i m e s s o d mimes th o rostensaility dof:M .n*1. corer, Ur+NN°rwood Ww &w b firm IIA Tea Mb ImtW:n 5I13 DG°iDm D,A, Nndirm, W153179 TRUSS LOADING REVISIONS Tem0,n:3 TCOL (PSPp IS RCLL (1'SPJ:D RCDL (PM 9 TL(PS1):43 Wind 6paN:4SD LL D"PL: Lan DATE REMARKS bUiLD®t: High Country Homes 7ATC YCAL@ NTS PRwrcTt Plan L2M -3168 A 2 Car o"r:A` "" LL ,DD "J1202994 ADDRVS5: 04 -02 -2013 City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director GLENN ALMOND PO BOX 188 PUYALLUP WA 98371 RE: Permit Application No. D12 -373 HOMESTEAD AT FOSTER POINT - LOT 5 13303 57 AV S TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 11/29/2012, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 05/28/2013. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. DI2 -373 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 -431 -3665 March 8, 2013 Glenn Almond PO Box 188 Puyallup, WA 98372 Catjbof'Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Correction Letter #4 Development Permit Application Number D12 -372 Homestead at Foster Point, Lot 1 - 13306 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 Planning Department. At this time the Building, Fire, and Public Works Departments have no comments. Planning Department: Brandon Miles at 206 431 -3684 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician File No. D12 -372 RJ- W:Permit Center) Correction Letters120121D12 -372 Correction Letter #4.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 - 431 -3665 41 • PLANNING DIVISION COMMENTS DATE: March 8, 2013 PROJECT NAME: Homestead at Foster Point -Lot 1 RE: D12 -372, Response to Correction 3 ADDRESS: 13306 56th Ave South ZONING: LDR Planning has reviewed the above building permit and corrections are required prior to issuance: 1. Planning's comments from correction letter 3 have not been addressed. There is no front door facing 56th Ave South as specifically required by the TMC. When we met to discuss the proposed elevations, a sliding glass door was shown. Staff asked that this be a French door. The plans show an "optional" sliding glass door. This does not meet code. Install the French door as agreed or propose another door that clearly appears to be a front door. You will need to schedule an appointment with Brandon Miles to review the elevations prior to resubmitting. He can be contacted at (206) 431 -3684 or via email at Brandon.Miles @Tukwilawa.gov. Two business days notice will be needed. 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 #3 Development Permit Application Number D12 -372 Homestead at Foster Point, Lot 1 - 13306 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 Planning Department. At this time the Building, Fire, and Public Works Departments have no comments. Planning Department: Brandon Miles at 206 431 -3684 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. File No. D12 -372 W:IPermit CenterlCorrection Letters120121D12 -372 Correction Letter #3.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 - 431 -3665 • PLANNING DIVISION COMMENTS DATE: February 28, 2013 PROJECT NAME: HOMESTEAD AT FOSTER POINT, LOT 1 RE: D12 -372 (Response to Correction #2) ADDRESS: 13306 56th Ave S ZONING: LDR Planning has reviewed the above building permit and corrections are required prior to issuance: 1. The correction provided dated February 21, 2013 does not respond to the City's correction letter dated February 15, 2013. "There is no front door facing 56th Ave South as specifically required by the TMC. When we met to discuss the proposed elevations, a sliding glass door was shown. Staff asked that this be a French door. The plans show an "optional" sliding glass door. This does not meet code. Install the French door as agreed or propose another door that clearly appears to be a front door." Update the plans to show a French door or other typical front door. A sliding glass door does not suffice nor is what we agreed upon when we met. Remove any references to this door being "optional." February 15, 2013 Glenn Almond PO Box 188 Puyallup, WA 98372 Caty� f' Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Correction Letter #2 Development Permit Application Number D12 -372 Homestead at Foster Point — Lot 1 - 13306 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 Planning Department. At this time the Building, Fire, and Public Works Departments have no comments. Planning Department: Brandon Miles at 206 431 -3684 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, c Bill Rambo Permit Technician File No. D12 -372 W:IPermit CenterlCorrection LettersI20121D12 -372 Correction Letter #2.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 - 431 -3665 • • PLANNING DIVISION COMMENTS DATE: February 15, 2013 PROJECT NAME: Homestead at Foster Point RE: D12 -372, Response to Correction # 1 ADDRESS: 13306 56th Ave South ZONING: LDR Planning has reviewed the above building permit and corrections are required prior to issuance: 1. There is no front door facing 56th Ave South as specifically required by the TMC. When we met to discuss the proposed elevations, a sliding glass door was shown. Staff asked that this be a French door. The plans show an "optional" sliding glass door. This does not meet code. Install the French door as agreed or propose another door that clearly appears to be a front door. 2. Remove the optional 3rd car garage from the plans. As shown, the garage will not meet setbacks. 3. The plans show an elevation "A" and "B ". When you resubmit please select one particular elevation. January 28, 2013 Glenn Almond PO Box 188 Puyallup, WA 98372 • City of f' Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Correction Letter #1 Development Permit Application Number D12 -372 Homestead at Foster Point —13306 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 Planning Department. At this time the Building, Fire, and Public Works Departments have no comments. Planning Department: Brandon Miles at 206 431 -3684 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. File No. D12 -372 W:lPermit CenterlCorrection Letters120121D12 -372 Correction Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 - 431 -3665 CONTACT: RE: ADDRESS: ZONING: PLANNING DIVISION COMMENTS Glenn Almond D12 -372 13006 56th Ave South LDR The Planning Division of DCD has reviewed the above permit application. The permit application cannot be approved. 1 In 2006, the project received shoreline approval from the City of Tukwila. Shoreline permits require that all construction be completed within five years of issuance of the shoreline permit. The five year period concluded in 2011. A new shoreline permit must be obtained. Please see the attached application form. • City of Tu . } . lla • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director December 4, 2012 Glenn Almond High Country Homes PO Box 188 Puyallup, WA 98371 RE: Incomplete Letter #1 Development Permit Application D12 -372 Homestead at Foster Point — Lot 1 -13306 56 Av S Dear Mr. Almond, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on November 29, 2012 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely c Bill Rambo Permit Technician Enclosures File: DI2 -372 W:Wermit Center \Incomplete Letters\2012 \D12 -372 Incomplete Ltr #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: December 4, 2012 Project Name: Homestead At Foster Point — Lot 1 Permit #: D12 -372 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall be original signed wet stamped, not copied. Architectural design sheets and documents by a registered architect shall also be original signed wet stamped, not copied. 1. Provide a site plan that shows a vicinity map with the lot, identifying streets, and existing lot elements, lot topographical contours at 2' intervals and show fire hydrant location and distance. Provide benchmark elevations for the buildings finish floor and street benchmark elevation to show finish grade sufficiently slopes away from the building. 2. On the site plan provide additional plan details to identify a footing drain or a crawl space water - discharge system. The discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department. The detail shall show size of discharge pit with pit specifications or where the discharge pipe shall terminate to an approved culvert with screening. The intent is that groundwater will not accumulate in the crawl space. 3. Show elevation views on elevation pages as North, South, East and West. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • ''ERNAIT COORD COP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -372 DATE: 03/21/13 PROJECT NAME: HOMESTEAD AT FOSTER POINT, LOT 1 SITE ADDRESS: 13306 56 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 4 Revision # after Permit Issued DEPARTMENTS: Building Division ❑ Public Works ❑ Fire Prevention Structural 17- 1.01713 Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Ti Incomplete ❑ DUE DATE: 03/26/13 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route I] Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/23/13 'NI. Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: 1® Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: a T CO }_:. C1Y: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -372 DATE: 03 -05 -13 PROJECT NAME: HOMESTEAD AT FOSTER POINT - LOT 1 SITE ADDRESS: 13306 56 AV S Original Plan Submittal _ X Response to Correction Letter # 3 Revision # After Permit Issued Response to Incomplete Letter # DEPARTMENTS: Building Division Public Works Fire Prevention Structural IA ket Planning Division Permit Coordinator I DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 03 -07-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04 -04 -13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) N Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only .. • : CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials: u�C Documents/routing slip.doc 2 -28 -02 ERMIT COORD GOP* PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -372 DATE: 02/21/13 PROJECT NAME: HOMESTEAD AT FOSTER POINT, LOT 1 SITE ADDRESS: 13306 56 AV S Original Plan Submittal Response to Incomplete Letter #' X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: Building Division ❑ Public Works ❑ Fire Prevention Structural 9* 41 ❑ Planning Division OZ-2Z,(3 Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 02/26/13 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route -s(1, REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 03/26/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) NI Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only , • CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials: • PE cot A Y r PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -372 DATE: 02 -13 -13 PROJECT NAME: HOMESTEAD_AT_FOSTER POINT - LOT 1 SITE ADDRESS: 13306 56 AV S Original Plan Submittal _ X Response to Correction Letter # 1 Revision # After Permit Issued Response to Incomplete Letter # DEPARTMENTS: 4T Al'`) uilding Division Public Works ❑ Fire Prevention Structural Jeo J 25—) Planning Division 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 ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS 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: '--1 I3 U r ke Departments issued corrections: Bldg ❑ Fire ❑ Ping Ikr PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 ERMIT COORD COPY, PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -372 DATE: 12/17/12 PROJECT NAME: HOMESTEAD AT FOSTER POINT, LOT 1 SITE ADDRESS: 13006 57 AV S Original Plan Submittal X Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: AuC' uildin ivision 9 Public Work Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 12/18/12 Not Applicable ❑ Comments: Permit Center Use Only . • INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route 01. REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 01/15/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Xi Notation: REVIEWER'S INITIALS: DATE: Perth it'Center tile Only CORRECTION LETTER MAILED: 6% lZ Departments issued corrections: Bldg ❑ Fire ❑ Ping% PW ❑ Staff Initials: PE CQI � COSY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -372 DATE: 11 -29 -12 PROJECT NAME: HOMESTEAD AT FOSTER POINT - LOT 1 SITE ADDRESS: 13306 56 AV S X Original Plan Submittal - Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued EPA THE TS: (ding Division Public Works 1 Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -04 -12 Complete Incomplete x! Not Applicable Comments: Permit Center Use Only j INCOMPLETE LETTER MAILED: I LI—(2 LETTER OF COMPLETENESS JVIPIj,ED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01 -01-13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only:. = ; ?• CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing stip.doc 2 -28 -02 • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3/./0°,3/3 Plan Check/Permit Number: D12-372 ❑ Response to Incomplete Letter # • Response to Correction Letter # 4 ❑ Revision # after Permit is Issued ", RECD • "LA ❑ Revision requested by a City Building Inspector or Plans Examiner MAR 2 1 2013 i'EHMir CENTER Project Name: Homestead at Foster Point — Lot 1 Project Address: 13306 56 Av S Contact Person: I F r fit/ Phone e Number: d.5---9--Os- -303S" Summary of Revi : Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 1 \at � Received at the City of Tukwila Permit Center by: A( ` kEntered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: k 1 • City of Tukwila 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= p`Z(:)13 Plan Check/Permit Number: D1 2-3 72 ❑ Response to Incomplete Letter # • Response to Correction Letter # 3 111 Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Homestead at Foster Point, Lot 1 Project Address: Contact Person: Summa of Revision: 13306 56 Av S 14.,wv pik,64.44 Phone Number: 05'3 - Lo c - 3 03S. oveve 51\Acifti IffiS (Ler- Opel RSCEIVED TTTV OF TUKWru MAR 0.5 2013 KANO cEr; Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: • Entered in Permits Plus on \ C \ Users\jemvfer -m \Desktop \Revision Submittal Fo,m.doc Revised: May 2011 CitAf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: - , p <32 Plan Check/Permit Number: ❑ Response to Incomplete Letter # EK-Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: t,( Project Address: /330 Contact Person: /Q, -•ry.� D IZ -3'12- Phone Number: 07 3 — y0s-- 30 Summary of Revision: Sudan; n i . e . r n ✓ 1 Q / i e - u S�,orLJJ �X T v ; c) y - - x . � - ) Q G 2 S) i c2 r c /mot- n E /to (//A itv../ /7/Q P J -7/4 %P d ae_ .b z!l /77 F A r ;; tA t8 212013 PeRMlrca,,.�_ Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Cente by: Entered in Permits Plus on 0 ZI I_ H:\ Applications\Forms- Applications On Line \2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 City Of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: P /,� -/ j Plan ChecWPermit Number: — 1 Z 3 ? 2 ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: /),f7e,. /< i/7` Project Address: / ? ?(`) (,,, 57, ,q- v F S . Leo 7 'e / Contact Person: (/t. „i,-,l /14/, )74,.l, il Phone Number: cS3 - '/OS 30 3 Summary of Revision: / ,r4 d i/i a, , . n, �q'iv d e% 1,/.1' Tn/J' - RECEIVED CITY OF TUKWILA tE3 1.3 2013 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date o revision Received at the City of Tukwila Permit Center by: 10— Entered in Permits Plus on H:\Applications\Forms- Applications On Line \2010 Applications \7 -2010 - Revision Submittal doc Revised: May 2011 Cit�'of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /e / 7 Plan ChecWPermit Number: 2 - 2l \Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: V6 AA f- C A 1 @- V PD 114 W 1 I Project Address: 79-vtf %4t c-j Contact Person: �� /g,,r„/ /n,t, -,. Phone Number: 053 — yDS-"303.i Summary of Revision: c/tr ed Si7 Pie L- *-T es../ evi yet RECEIVED 'Try JrnanU■ DEC 17 2U12 e'ERMR CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: )(\,' (4, Entered in Permits Plus on l2 H:\ Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doe Revised: May 2011 City okukwila • Department of Public Works 6300 Southcentcr Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 433 -0179 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov WATER METER INFORMATION Parcel No.: 2172000226 Address: 13306 56 AV S TUKW Suite No: Applicant: HOMESTEAD AT FOSTER POINT - LOT 1 Permit Number: D12 -372 Issue Date: 05/09/2013 Permit Expires On: 12/23/2013 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 3168 SQ FT SINGLE FAMILY RESIDENCE WITH A 491 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: EROISION CONTROL, LAND ALTERING, STORM DRAINAGE, SANITARY SIDE SEWER, WATER METER, AND UNDERGROUNDING OF POWER. FOSTER POINT SANITARY SEWER CONNECTION CHARGE. 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: 21340104 Connection Charge: Y Installation: Y Additional Install Deposit: Plan Check Fee: Y Inspection Fee: Y Turn On Fee: Y Subtotal: $60.00 $490.00 $0.00 $10.00 $15.00 $50.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $625.00 80.00 Cascade Water Alliance (RCFC): N $0.00 TOTAL WATER FEES: $625.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 doc: WTRMTR D12 -372 Printed: 07 -01 -2013 • AN)--372, Department of Natural Resources and Parks 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 / 3.30 old T /W-v� S - Property Street Address _L(.LL�CJ�A City State ZIP For King County Use Only Account # No. of ilCiEs Monthly Ra:e f4' Ce °0 - Owner's N me Sewer District / Agency Contact & Phone Number po 6 Owner's Mailing Address /8S fui pc 1 1 tr lit) k 9 �� City State ZIP 05'3 Bt/d - 5l 6d Owner's Phone Number (with Area Code) aS3 - 4'0S -- 303s- Property Contact Phone Number (with Area Code) Party to be Billed (if different than Owner): Name Street Address Date of Sewer Connection Side Sewer Permit Number Required: Property Tax Parcel Number Subdivision Name Subdivision Number City State ZIP Residential Customer Please check appropriate box: Equivalent (RCE) C gle- family (free standing, detached only) 1.0 Multi - Family (any shared walls): ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 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 = 1.6 2.4 3.2 Lot Number Building Name Block NpC E I V E D CITY OF TUKWILA NOV 2 9 2012 PERMIT CENTER 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 ❑i 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 If Multi- family, will units be sold individually? ❑ Yes ❑ No If yes, will this property have a Homeowner's Association? ❑ Yes ❑ No t) 7 2, 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 -d� atal r deter .• ation of a revised capacity charge. Signature of Owner /Representative �� �� Date /C —.2.7—/2— ,4/''6 Print Name of Owner /Representative Contractors or Tradespeople PPter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name HIGH COUNTRY HOMES LLC UBI No. 603088988 Phone 2538405660 Status Active Address Po Box 188 License No. HIGHCCH898DN Suite /Apt. License Type Construction Contractor City Puyallup Effective Date 3/15/2011 State WA Expiration Date 3/15/2015 Zip 98371 Suspend Date County Pierce Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status HIGHCHI015B5 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 $1,000,000.00 11/19/2012 2 New Hampshire Insurance Co 01LX019658183 11/20/2011 11/20/2012 $1,000,000.00 11/18/2011 1 New Hampshire Insurance Compan 01LX0196581282 11/20/2010 11/20/2011 $1,000,000.0003 /15/2011 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions /Citations Information No records found for the previous 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 05/09/2013 GENERAL NOTES BUILDING CODE: 2009 INTERNATIONAL BLDG. CODE (IBC), AND BY REFERENCE WHERE APPLICABLE THE 2009 INTERNATIONAL RESIDENTIAL CODE (IRC) AS AMENDED BY LOCAL JURISDICTION. ROOF LIVE LOAD = 25 PSF (SNOW) ROOF DEAD LOAD = 15 PSF. FLOOR LIVE LOAD = 40 PSF (REDUCIBLE) FLOOR DEAD LOAD = 15 PSF WIND LOAD = 85 MPH WIND SPEED, EXPOSURE "B" SOIL SITE CLASS "D" CONSTRUCTION TYPE: V OCCUPANCY GROUP: Fe-3 DESIGN CRITERIA: TABLE 83012(1) GROUND SNOW LOAD WIND SPEED SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP. ICE SHIELD UNDER - LAYMENT SQUIRED FLOOD HAZARDS AIR FREEZING INDEX MEAN ANNUAL TEMP WEATHERING FROST EPTH NE TERMI ITE DECAY 30 85 (mph) DI/D2 MOD 18 SLIGHT- MOD SLIGHT 11 NO LOCAL JURISDICTION 50 50 ADDITIONAL REQUIRED SUBMITTAL ITEMS ITEMS TO BE SUBMITTED BY 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 WORiG 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 Mc) AT 28 DAYS MODERATE WEATHERING POTENTIAL BASEMENT WALLS, FOUNDATION 4 OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,500 psi BASEMENT SLABS 4 INTERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLAB. 2,500 psi BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS 4 OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 psi (4 I/2% air entrained +/- 11/2%) PORCHES, CARPORT SLABS 4 STEPS EXPOSED TO THE WEATHER 4 GARAGE FLOOR SLAB. 3,000 psi (4 1/2% air entrained +1- 1 I/2%) CONCRETE 'BATCH TICKET' SHALL BE AVAILABLE ON 5 TE FOR REVIEW BY BUILDING OFFICIAL RE INFORCE ING STEEL TO COMPLY WiTH ASTM A615 GRADE 40. U.N.O. WALL CONSTRUCTION/FRAMING GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF iRC TABLE R602.3(1) GYPSUM WALL BOARD AT INTERIOR WALLS TO BE FASTENED ACCORDING TO TABLE R1023.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD TABLE 81023.5 THICKNESS OF GYPSUM BOARD (INCHES) APPLICATION ORIENTATION OF GYPSUM BOARD TO FRAMING MAXIMUM SPACING OF FRAMING MEMBERS (INCHES O.C.) MAXIMUM SPACING OF FASTENERS CINCHES) SIZE OF NAIL FOR APPLICATION t0 WOOD FRAMING NAILS w/o adhesive SCREWS 13 GAGE 1 -3 /S' LONG 19/64' 1-1EAD0.09S' DIA. 1 -1/4' LONG ANNULAR- RINGED 5d COOLER NAIL 0.086' DIA. 1 -5/S' LONG 15/64' 1-IE4D OR GYPSUM BOARD NAIL,0.086' DIA I -5/8' LONG 9/32' HEAD 1/2' CEILING EITHER DIRECTION 16 1 12 CEILING PERPENDICULAR 24 1 12 WALL EITHER DIRECTION 24 8 12 WALL EITHER DIRECTION 16 8 16 5/8' CEILING EITHER DIRECTION 16 1 12 13 GAGE I -5/8' LONG DIA. /S LONG DIA.1 -3/8 LONG ANNULAR- RINGED 6d COOLER NAIL DIA. I -1/8 LONG i/4 4 HEAD OR GYPSUM BOARD NAIL,0.09I5' DIA. I -1/S' 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 FLAN SHALL BE COMMON OR GALVANIZED BOX (UNLESS NOTED OTHERWISE) OF THE DIAMETER AND LENGTH LISTED BELOW OR AS PER APPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) 8d COMMON (0.131' DIA., 2 -1/2' LENGTH), ad BOX (0.113' DIA, 2 -1/2' LONG), 10d COMMON (0:148' DIA., 3' LONG) 10d BOX (0.128' DIA., 3' LENGTH), 16d COMMON (0.162' DIA 3 -1/2' LONG), 16d SINKER (0.148 DIA, 3 -1/4' LONG) 561 COOLER (0.086' DIA., 1 -5/8' LONG ), 6d COOLER (0.092' DIA., 1 -1/8' LONG) LUMBER GRADES FRAMING LUMBER SHALL COMPLY WiT-4 THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN PRODUCTS ASSOCIATION OR THE WEST COAST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL SE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: JOISTS: WOOD TYPE: 2X4 2X6 OR LAMER HF *2 - Fb =915 psi, Fv =150 psi, Fc =1300 psi, E= 1300000psf HF *2 - Fb = 915 psi, Fv =150 psi, c =1300 psi, E = 1300000ps I BEAM DF -L *2 - Fb =900 psi, Fv =180 psi, Fc =1350 psi, E =1600000ps1 DF -L *2 - Fb =815 psi, Fv =110 psi, Fc =600 psi, E= 1300000psi 4X 6X OR LARGER STUDS HF *2 - Fb =915 psi, Fv =150 psi, Fc =1300 psi, E= 1300000psi I-IF *2 - Fb =915 psi, Fv =150 psi, Fc =1300 psi, E= 1300000pst 2X4 2X6 OR LARGER POSTS HF *2 - Fb =915 psi, Fv =150 psi, Fc =1300 psi, E =1300000ps1 HF *2 - Fb = 915 psi, Fv =150 psi, Fc =1300 psi, E =1300000ps i DF -L *1 - Fb =1200 psi, Fv =110 psi, Fc =1000 psi, E =1600000ps1 4X4 4X6 OR LARGER 6X6 OR LARGER GLUED - LAMINATED BEAM (GLIB) SHALL BE 24F -V4 FOR SINGLE SPANS 4 24F -VS FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv = 185 PSI, Pc = 650 PSI (PERPENDICULAR), E = 1,800,000 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 THE 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 = 2,600 PSI, Fv = 285 PSi, Fc = 150 PSI (PERPENDICULAR), E = 1,900,000 PSI. BEAMS DESIGNATED AS 'LSL" SHALL HAVE TI-4E MINIMUM PROPERTIES: Fb = 1,100 PSI,.Pv = 400 PSI, Pc = 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. SEPARATE PERMIT REQUIRED FOR: 0 Mechanical hElectrIcal 0 Plumbing 0 Gas Piping City of Tukwila BUILDING DIVISION*, MANNING APPROVED No damps an be made to theme plane without approval born the Plan Div Idonrof Ott Approved By: Date: WALL CONSTRUCTION/FRAMING (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 NE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. ALL PERMANENT TRUSS MEMBER BRACING SHALL BE INSTALLED PER THE TRUSS DESIGN DRAWINGS. ROOFNIALL/FLOOR SHEATHING TYPICAL WALL 4 ROOF SHEATHING SHALL BE 1/16' RATED SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE ad COMMON 6' O.C. e PANEL EDGES AND 12' O.C. IN FIELD UN.O. ON SHEARWALL SCHEDULE. SPAN INDEX SHALL BE 24/0 FOR WALLS AND 24/16 FOR ROOF. FLOOR SHEATHING SHALL BE 3/4' T4G RATED (40/20) SHEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE ad COMMOM AT 6' O.C. e PANEL EDGES AND 12' O:C. N FIELD. SPAN INDEX 51-1ALL BE 40120 UNLESS NOTED OTHERWISE. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. UJALL FLASHING APPROVED CORROSION - RESISTANT FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. NE 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: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF - FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1 -I /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 TI-4E 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 (CO•TINUED) L BITUMINOUS COATING 2.3 POUNDS PER SQ. YD. OF ACRYLIC MODIFIED CEMENT 3. ?1$' 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 I5 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 51-1ALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF TI4E FOLLOWING. I. 2-PLY HOT MOPPED FELT 2.55 POUND ROOF ROLLING 3.6 -MIL POLYVINYL CHLORIDE 4. 6-MIL POLYETHYLENE 5. 40-MIL POLYMER - MODIFIED ASPHALT 6.60 -M1L 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 IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. R4TFIROOFING NOTES: ALL REQUIRERMENTS OF 2009 UNIFORN PLUMMBING CODE WITH WASH STATE AMENDMENTS (UPC) SECT. 313.12 RAT PROOFING STRAINER PLATES ON DRAIN INLETS SHALL BE DESIGNED AND INSTALLED SO THAT NO OPENING IS GREATER THAN 1/2' IN THE LEAST DIMENSION. 313.122 METER BOXES SHALL BE CONSTRUCTED IN SUCH A MANNER THAT RATS CANNOT ENTER ,4 BUILDING BY FOLLOWING THE SERVICE PIPES FROM THE BOX INTO TI-4E BUILDING. 313.123 IN OR ON BUILDINGS WHERE OPENINGS HAVE BEEN MADE iN WALLS, FLOORS, OR CEILINGS FOR THE PASSAGE OF PIPES, SUCH OPENINGS SHALL BE CLOSED AND PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS SECURELY FASTENED TO THE ADJOINING STRUCTURE. 313.12A TUB WASTE OPENINGS IN FRAMED CONSTRUCTION TO CRAWL SPACE AT OR BELOW THE FIRST FLOOR SHALL BE PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS OR METAL SCREEN SECURELY FASTENED TO THE ADJOINING STRUCTURE WITH NO OPENING GREATER THAN 1/2' IN THE LEAST DIMENSION. DRAFTSTOPPING 4 FIRE !BLOCKING DRAFTSTOPPING WHEN THERE 15 USABLE SPACE BOTH ABOVE 4 BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLEY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE 4 A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: I. 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 8302.12 FIREBLOCKING 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 8302.1 4. AT OPENINGS AROUND VENTS, PIPES, AND DUCTS AT CEILING AND FLOOR LEVEL, WITH ,AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE IRC SECTION R1003.19. 6. FIRESLOCKING 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 8302.11.1. LOOSE -FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED. THE INTEGRITY OF ALL FIREBLOCKS SHALL BE MAINTAINED. INSULATION AND MOISTURE PROTECTION GENERAL MAINTAIN 1" CLEARANCE ABOVE INSULATION FOR FREE AIR FLOW. INSULATION BAFFLES TO EXTEND 6" ABOVE BATT INSULATION INSULATION BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION INSULATE BED -iIND TUBS /SHOWERS, PARTITIONS AND CORNERS FACE- STAPLE FACED BATTS FRICTION -FIT UNFACED 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 WITH ASTM E 84 EXCEPTIONS: I. WHEN SUCH MATERIAL ARE INSTALLED IN CONCEALED SPACES, THE FLAME - SPREAD AND SMOKE- DEVELOPEMENT LIMITATIONS DO NOT APPLY TO THE FACINGS, PROVIDED THAT THE FACING 15 INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, FLOOR OR WALL FINISH. 2. CELLULOSE LOOSE -FILL INSULATION, WHICH IS NOT SPRAY APPLIED, COMPLYING WITH THE REQUIREMENTS OF IRC R3163, SHALL ONLY BE REQUIRED TO MEET THE SMOKE- DEVELOPED INDEX OF NOT MORE THAN 450. INFILTRATION CONTROL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, PENETRATIONS IN FLOORS, ROOFS AND WALLS AND ALL SIMILAR OPENINGS SHALL BE SEALED, CAULKED, GASKETED OR UIEATHERSTRIPPED TO LIMIT AIR LEAKAGE. VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, iN ENCLOSED CEILING SPACES AND AT EXTERIOR WALLS. A GROUND COVER OF 6 MIL (0.006') BLACK POLYETHYLENE OR EQUIVALENT 51-1ALL BE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED 12" AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. FOUNDATION BOLT HEADS AND NUTS - BEARING AGAINST WOOD TO BE PROVIDED WITH I/4'x3'x3' PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN 1' OF MASONRY OR CONCRETE TO BE PRESSURE TREATED WIN 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 LISP STRUCTURAL CONNECTORS ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. FIELD CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED LUMBER SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. (END CUT SOLUTION BY UJOLMANIZED WOOD) PER IRC 3113, FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL BE OF NOT- 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 SHALL BE DAMPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING. EXTERIOR DOORS, WINDOWS A1ND SK I'L IC I -ITS REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2013 City of BUILDING rile ISiON WINDOWS SHALL BE INSTALLED AND FINISHED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. ALL SKYLIGHTS AND SKY WALLS TO BE LAMINATED GLASS UNLESS NOTED OTHERWISE. SECTION 8310- 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. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. MINIMUM OPENING AREA: ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MIN. NET CLEAR OPENING OF 5.1 SQ. FT. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE 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 15 LOCATED. FILE COPY vwmlc No. . V�2 %112 DRILLING AND NOTCI -LING STUDS. DRILLING AND NOTCHING STUDS. PER SEC 8602.6 DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 1. NOTCHING. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTCCED 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 5i$ INCH (I6mm) OF THE STUD WIDTH, THE EDGE OF TO THE EDGE OF TI4E 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(1) 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 8602.6.1 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 1"2 INCHES (38mm) WIDE SHALL BE FASTENED ACROSS AND TO THE rLATE AT EACH SIDE OF THE OPENING WITH NOT LESS THAN EIGHT 16c1 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 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 TI4E 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 plan review approve js shoot to errors and ,Jg1 ENESTRATION. WHERE THERE 15 MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LIST THE VALUE COVERING THE Approval of construction documents does not auttior17.2 ARGEST AREA. THE CERTIFICATE SHALL LIST THE TYPE AND the violation of any adopted code or ordnance. Recc ptFFIGIENCY OF HEATING, COOLING, AND SERVICE WATER HEATING Date P- City Of GILDING DIVISION �.:. o SAFETY GLAZING SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS OR AS OTHERWISE REQUIRED PER IRC SECTION 8308.4 1. SIDE HINGED DOORS 2. SLIDING GLASS DOORS AND PANELS IN SLIDING 4 BI -FOLD CLOSET DOOR ASSEMBLIES 3. STORM DOORS 4. SHOWER AND BATH TUB, 1-10T 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 l8' ABOVE FINISHED FLOOR 1. GLAZING IN GUARDRAILS a GLAZING LESS THAN 18" ABOVE FINISHED FLOOR 9. STAIRWAYS, LANDINGS 4 RAMPS WITHIN 36" HORIZONTAL OF WALKING SURFACE AND 60" ABOVE ADJACENT WALKING SURFACE MECHANICAL 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 WHICH GENERATES A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18" ABOVE THE FLOOR LEVEL. TEMPERATURE CONTROL THE PRIMARY SPACE CONDITIONING SYSTEM WITHIN EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERTURE WSEC SEC. 5038.1 VENTILATION GROUP R OCCUPANCIES SHALL BE PROVIDED WITH VENTILATION SYSTEMS WHICH COMPLY WITH THE SECTION MI5085 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 THE 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: 1. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGHT OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION. 2.' INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE UP AIR WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR MEANS. = 100 SQ INCH TRANSFER GRILL PER IMC 504.5 QUIPMENT, DUCT LEAKAGE RATES INCLUDING TEST CONDITIONS AS PECIFIED IN SECTION 503.102, AND AIR LEAKAGE RESULTS IF A BLOWER DOOR TEST WAS CONDUCTED. DUCT LEAKAGE TESTING: DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH RS -33, USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED IN 2009 WSEC SEC. 503.103 14VAC 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 SHALL OCCUR AT ANY TIME AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIONS OF THE BUILDING ENVELOPE. WHEN REQUIRED BY THE BUILDING OFFICIAL, THE TEST SHALL BE CONDUCTED IN THE PRESENCE OF DEPARTMENT STAFF. THE BLOWER DOOR TEST RESULTS SHALL BE RECORDED ON THE CERTIFICATE REQUIRED IN SEC. 105.4. L SECTION 505 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division.. NOT P v rion.^ will req lire anew p1: n stibmitt t and may include additional plan review fess. 505.1 INTERIOR LIGHTING: A MINIMUM OF 50 PERCENT 0= ALL LUMINAIRES SHALL BE 141G14 EFFICACY LUMINAIRES. - EXCEPTION: LIGHTING THAT COMPLIES WITH THE PRESCRIPTIVE LIGHTING OPTION IN SECTION 1520 OR THE LIGHTING POWER ALLOWANCE OPTION IN SECTION 1530. 5052 /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: 1) PERMANENTLY INSTALLED OUTDOOR LUMINAIRES THAT ARE NOT HIGH EFFICACY SHALL BE ALLOWED PROVIDED THEY ARE CONTROLLED BY A MOTION SENSOR(S) WITH INTEGRAL± PHOTOCONTROL PHOTOSENSOR 2) PERMANENTLY INSTALLED LUMINAIRES IN OR AROUND SWIMMING POOLS, WATER FEATURES. 5053 LINEAR FLUORESCENT FIXTURES: LINEAR FLUORESCENT FIXTURES MUST BE FITTED WITH T -8 OR SMALLER LAMPS (BUT NOT T -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 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. CORR EC IpN LTR # b11.- 372 RECEIVED CITY OF TUKWILA FEB 1 3 2013 PERMIT CENTER *IREFEfR TO FLAN FOIR OPT I Oil SELECTION ALL GLAZING TO BE IN COMPLIANCE WITH THE LATEST WASHINGTON STATE ENERGY CODE. TOTAL GLAZING AREA AS A% OF GROSS FLOOR AREA = WINDOW AREA/FLOOR AREA= % OPTION GLAZING AREA % GLAZING U- FACTOR OF FLOOR AREA VERTICAL OVERHEAD DOOR U- FACTOR CEILING GRADE VAULTED WALL -INT. WALL -EXT. CEILING ABOVE GRAD BELOW GRADE SLAB FLOOR G ON 13% 0.34 050 020 II 25% 032 050 020 III UNLIMITED 030 050 020 R -49 Acv 8 R -49 ADVB or ADV� R -38 INT21 R -21 R -10 R -10 R -38 RN-T 21 R -21 R -10 R -30 2' R -10 2' R -38 R -21 NT R -21 R -10 R -30 U■0.02s R -10 2' art c w� T. go. to g ••• Va N 0 • o c z--- :s .. 00 ' 1 M 1 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 SIDING GSM TRIM FLASHING WITH 5" MIN. VERTICAL LEG HORIZONTAL WOOD TRIM 1-10RIZ, TRIM 4T S MATH ING /LUOOO STUDS N.T.S. 2x6 EXTERIOR WALL 1/16' PLY OR O615 SHEATHING, TYP. SIDING PER ELEVATIONS OVER VAPOR BARRIER, PRE - FINISHED CONTINUOUS SHEETMETAL FLASHING, TYP. COMP. ROOFING OVER VAPOR BARRIER ATOP 1/16" PLY OR OSB SHEATHING, TYP. TRUSS OR RAFTER PER PLAN ROOF TO LU, 1—I... N.T.S. REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2013 MASONRY VENEER - GENERAL NOTES - MAXIMUM THICKNESS 5 INCHES 4 30 FEET HEIGHT. - SDC D1 4 D2 MAXIMUM 4 INCHES THICK 4 MUST HAVE WALL BRACING. - NOT OK TO SUPPORT ADDITIONAL LOADS ON MASONRY VENEER. - MINIMUM 3/4 GAP BETWEEN TOP OF VENEER 4 STRUCTURAL FRAME INCLUDING ROOF RAFTERS. - METAL TIES MAXIMUM 24 INCHES HORIZONTAL 4 VERTICAL SPACING. - TIES N SDC D1 4 D2 MUST SUPPORT NO MORE THAN 2 SQ FT OF WALL AREA (HOOK INTO VENEER REINFORCEMENT WIRE. - FLASHING TO EXTERIOR REQUIRED AT ALL OPENINGS 4 HORIZONTAL TRANSITIONS. - MINIMUM 3/16 INCH WEEPHOLES REQUIRED ABOVE FLASHING MAXIMUM 33 INCHES ON CENTER. - AIR SPACE MINIMUM 1 INCH - MAXIMUM 4 1/2 INCHES BETWEEN SHEATHING 4 VENEER OR MORTAR OR GROUT FILL OVER WEATHER - RESISTANCE MEMBRANE. - WATER RESISTANT BARRIER REQUIRED BEHIND THE EXTERIOR VENEER PER R1032 1 Ir, C.��. ai AST EVA—ION 1/4" = I' -0" COMP ROOF GABLE END DECO BRACE CEDAR SHAKE SIDING 5/4x8 BAND W/ FLASHING 5/4x8 BARGE W/ IX6 4 IX3 RAKE TRIM CONT. GUTTER SOL)TH ELEVATION 1/4 " =1' -0" 5/4x6 WINDOW , DOOR 4 CORNER TRIM is FRONT 6" EXP. HORIZ. SIDING ES =VAT I/4 " =1' -0 ON STONE VENEER (ADHERED) GRADE GRADE TO SLOPE AWAY FROM FOUNDATION A MIN. OF 6" WITHIN THE FIRST 10' NO T 1/4 " =1' -0" RECEIVED CITY Ii. OF TUKWILA 171 n � t � "19--- 48 2 201 PERMIT CENTER CORRECTiO 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 MN. STROKE WIDTH OF 1/2' PER SEC. R319.1 V• e a A • tr) g/ ca —n a Ian A lam zas • L oQ I-4 M . cn ~a 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2M -3168 Date: 2 -20 -13 40' -0' 7I_mN 1_ 81_/ II - 3' -8 r 6/0x4/0 XO 5/0x4/0 XO ea. EGRESS SOAKING TUB PLAYROOM/ BEDROOM 5 D .I M. BATH 3, SI CLG. S' CLG. LINEN cA GENERAL NOTES: I. 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 IS' OF FLOOR TO BE SAFETY GLASS 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 F 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. • :Ca =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. ATE AMENDMENTS SEC R315.1. 11. INSULATE ALL WATER PIPES PER UPC SEC 313.6 MINIMUM R -3 INSULATION 12. FLEX GAS PIPING IS TO BE PROTECTED PER G24I5.5. PIPING SHALL BE PROTECTED W/ No 16 GAGE STL. SHIELD PLATES PLATES SHALL COVER THE AREA OF TINE PIPE WHERE THE MEMBER IS NOTCHED OR BORED AND SHALL EXTEND A MIN. OF 4' ABOVE SOLE PLATES, BELOW TOP PLATES AND TO EACH SIDE OF A STUD JOIST OR RAFTER 40' -0" 13' -0" 21' -0" 16' -2' 10'-10" 1' -10 5' -0' 5I -0" 4' -4' 5' -4" 5' -6" 8/0x5/0 XOX u_ -IN N N � _ M O C O Ci 0 100 FFM VTOS 8' < IG OPNG. /����� IM 0 9BCLG. i _ I 5' -I1" x 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) BATH 8' CLG. 3'-11" BEDROOM -4 S' CLG. OPEN RAIL OPEN TO BELOW BEDROOM -2 8' CLG. EGRESS BEDROOM -3 8' CLG. 3/0x3/6 FX 6/0x4/6 XOX J L 2X4 LEDGER PRESSURE TREATED m 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 2X STUD WALL / CONC WALL 21 /4'CbX5' LAG SCREWS • STUD WALL 2-3/5'S X 5' BOLTS W/ SIMPSON VGC ADHESIVE * 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 HOLD WATER HEATER TIGHT TO GWB m BACK FLEXIBLE WATER CONNECTIONS FLEXIBLE GAS CONNECTION ANCHOR WH TO BASE - BASE TO FLOOR NO SCALE 11' -6" UPR ,0$01R PLAN 1/4"=1'-0" NOTE- FASTENERS FOR TREATED WOOD TO BE HOT - DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER. WATER HEATER SUPPORT STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25 %, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON- BEARING MAXIMUM NOTCH 40 %, BORING 60 %. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. UTILTY ROOM NOTES: 1. WHERE THE EXHAUST DUCT 15 CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGHT OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE UP AIR. WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR. MEANS. = 100 SQ INCH TRANSFER GRILL PER IMC 504.5 x COVERED e PORCH x OPTIONAL MANUF. NAT. GAS METAL FIREPLACE INSTALL PER MFR SPECS. NOOK 9' CLG. 3/0x6/0 FX p 3/0x6/0 FX 5/0x5/0 XO EGRESS GREAT ROOM 9I CLG. OPTIONAL BUILT -NS Y2' -10" DEN /GUEST 9' CLG. 13' -11" 4'-1" 61-9" r, =1"11J/, CAP KITCHEN CLG. BATH CLG. 50 CFM E.F. UND FRS PE R STAIR TECT ION 8302.1 5' TUB W/ SHWR. FLR. LN. ABOVE 5I -0' 11 tt •i- ENTRY HWH NOTES - PROVIDE EXPANSION TANK - PROVIDE SEISMIC STRAPPING - TPRV TO TERMINATE TO OUTBID - PILOT 4 CONTROLS TO BE 18' MIN. OFF FLOOR - PER A61-1 RAE 90 -A -80 2 GAR GA USE 1/2' GWB ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/5' TYPE "X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GWB 6/0x6/0 XOX COVERED PORCH CONC. DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. 9/0 x 8/0 O.N. DOOR 9 " -3' RO. 9/0 x 5/0 O.H. DOOR 9'-3" R.O. LANDING AT "EXIT' DOOR NOT TO BE LOWER THAN 1.5 INCHES FROM TOP OF THRESHOLD. (R311.3.I) 5I -10i" REVIEWED FOR CODE COMPLIANCE APPROVED APR 09 2013 11' -9" r 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 ith the Washington State Plumbing Code (Chapter 51 -56 WAC). .__ _A K b*.,,,,........./ ......, 40' -0' MAN OO 1/4"=1 1_0" 1vIAIN UPPER FLOOR: TOTAL.: GARAGE: FORGH (FRONT) PORCH (REAR): PAN 1524 SQ. T. I &44 SQ. FT. 51&8 SQ . T. 4c11 SQ. FT. SQ. FT. I I SQ. T. (27- 7-4-7 BLUE 18 AWG TRACE WIRE REQUIRED AT NON- Ci Of Tukwila PIPING.s ER UPGEO04 UILDING DIVISION RECEIVED CITY OF TUKWILA MAR 21 2013 PERMIT CENTER COPYRIGHT 2011 Landmark Design Inc. ALL RIGHTS RESERVED ALL GLAZING TO BE IN COMPLIANCE WASHINGTON STATE ENERGY CODE. AREA AS A% OF GROSS FLOOR WITH TI-4E LATEST TOTAL GLAZING AREA = 445 SF /3168= 14.03% OPTION GLAZING AREA % GLAZING U- FACTOR DOOR CEILING VAULTED WALL WALL- INT.IIJALL -EXT. FLOOR SLAB BELOW GRADE OF FLOOR AREA VERTICAL OVERHEAD U- FACTOR CEILING GRADE GRADE 1 13% 11.3 , :;.):13::?' -3 R - 2 I iwi. ., I., °1 0 , i r 1;;'9 * 11 25% 0.32 0.50 0.20 or -38 ADV,'> R -38 R -2I INT R -21 R -10 R -30 R -10 4 +r� cz • 04 E ° V7' 00 tiI A re' e y 00 o yg zit Lim 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. a Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2M-3168 Date: 3 -4 -13 40' -0' IDENTIFY LOT LINES Lot lines shall be established on site and made visible to verify distance of building setbacks from the lot lines at time of footing /foundation inspection, prior to pouring of concrete. A survey may be required to verify lot lines. / / 40' -0' 13' -O' 21' -0' i n' -0' 10'-0' 6/0x4/0 XO EGIi.ESS PLAYROOM/ BEI7R OM 5 6/0x4/0 XO 5/0x4/0 XO S.G. MASTER SUITE vAULTEID CLG SOTUKIING M. BATH s' CLG. REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2013 AIN ifue 11 / City of Tukwila BUILDING DIVISION N %� X BATH X 8' CLG. T-6? 0 01 / A e B. P. BEDROOM -2 EGRESS OPEN RAIL dik BEDROOM -5 8' CLG. 6 /0x 0 XOX EGRESS 4' CONC. SLAB OVER 4' COMPACT SAND AND GRAVEL BASE SLOPE 3' TO DOORS 6/0x4/6 XOX fi fi fi j I 1 1 1 1 ' 18'OGS- 0 5' -9' 4' -5' 11' -6' 40' -0' FOUNDATION NOTES: 1. ALL FOOTINGS TO SEAR 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 8' CONC. PADS UNLESS NOTED OTHERWISE. 4. ALL POSTS TO BE ANCHORED AGAINST LATERAL MOVEMENT. 5. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE. 6. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT, BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 1. PROVIDE MINIMUM 18' -24' CRAWL ACCESS. * CRAWL ACCESS HATCHES OR DOORS 51-IALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 8. PROVIDE CRAWL SPACE VENTILATION PER IRC. * FOUNDATION VENTS SHALL BE PLACED SO TWAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION 9. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED TO DRAIN AND INSURE THE REMOVAL OP WATER 10. INDICATES POINT LOAD FROM ABOVE 11. • INDICATES 'SIMPSON' HOLDOWN FOOTING INSPECTIONS (RE: Geotech report prepared for this site) Over excavation requiring structural (engineered) fill shall comply with recommendations as outlines in the geotechnical report. Prior to requesting a footing inspection, the Geotech engineer of record shall verify the soils condition and provide an inspection report prepared and signed by the geotech engineer. Geotech report shall verify that soils conditions including compacted fill shall satisfy specifications as outlines for footing /foundation construction. Geotech engineers report shall b presented to the building i footing inspection. N EC250.50 Ncze UPPER 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 alongside any vicinity footing rebar and shall protrude 8" minimum above top of foundation uunll mmnr Inratinn of nr A,cr nano! 1 COR P, /\N+ 1/4 " =11 -0" 4' 0 SCHED. 40 STL. BOLLARD 4- 3/8'X3' ANCHOR BOLTS (SIMPSON TITAN HD OR EQ) ' CONCRETE SLAB ANCHOR R S MP ON TITAN O EQ) E 1/2'X8'X8' SIDE VIEW VEHICLE IMPACT BARRIER DETAIL L_ 1 iJ 4x4 P.T. POST W/ PIS BASE L— ON 24'x24'x12' CONCRETE FIG. 16' -6' 40' -0' I1' -9' COPYRIGHT 2011 Landmark Design Inc. / ALL RIGHTS RESERVED 12. SEE SHEARUALL SCI- IEDULE FOR ANCHOR BOLT SIZE 4 SPACING. SHT510 FOUNDATION VENTILATION: 6'x16' SCREENED FOUNDATION VENTS :.67 5Q. FT. I454/I50 : 9.69 SQ. FT. VENTILATION -OR- 15 VENTS = OUNDATION PLAN 1/4' =1 VENTILATION CRAWL SPACE VENTILATION TOTAL NET FREE AREA REQ'D 1454/150: 9.69 SQ. FT. PROVIDE SCREENED VENTS FOR VENTILATION W/ ONE OPENING WITHIN 3' -0' OF EACH CORNER OF THE BLDG. PER SEC. R408 RECEIVED CITY OF TUKWILA FEB 1 3 2013 PERMIT CENTER USE 3'x3'x1/4' 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 BE FRAMED OF STUDS HAVING THE SIZE REQUIRED FOR AN ADDITIONAL STORY. * CRIPPLE WALLS WITH A STUD HT. LESS THAN 14' SHALL BE SHEATHED ON ONE SIDE, FASTEN TO TOP 4 BOTTOM PLATE. OR CRIPPLE WALLS TO BE CONSTRUCTED OF SOLID BLOCKING. ., z rA4 0 4t H w a w 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2M -3168 Date: 2 -4 -13 4 NTS 20 BEAM TO TOP PLATE LSTIZ0 - HDR 4 SILL TO 3x BLOCKING: S/ 52.0, CONT. DEL. TOP PLATE R -IO RISID INSULATION ® .EXTERIOR SIDE OF WALL (SHADED AREA) KING STUD EXTERIOR PLYWOOD TRIMMER .-EACH /INSU ATION -AI 1 X 11 -1/4' PSI- 4X12 M1D -S-A B -0 KI G EARING WALL IN ; V iiiiiiiiiiiiiiiiiiii/AY/ iii./ .iii. Z. - AR,��rcauir��i�is_J BEAM FLUSH SFAN BLOC ING NTS APPLIANCE IN ATTIC NOTES: PER 2009 INC 3063 4 2009 IRC M1305.I3 1. ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND A CLEAR UNOBSTRUCTED PASS - AGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE, BUT NOT LESS THAN 30' HIGH AND 22' WIDE AND NOT LONGER THAN 20' LONG MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO THE APPLIANCE. THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING, NOT LESS THAN 24' WIDE. A LEVEL SERVICE SPACE ,4T LEAST 30' DEEP 4 30' WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE ACCESS IS REQUIRED. 2. PROVIDE A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PASSAGEWAY OPENINGS AND A RECEPTACLE OUTLET SHALL BE PROVIDED AT OR NEAR THE APPLIANCE. 3. PROVIDE 2X12 PLATFORM W/ 2- LAYERS 3/4' PLYWOOD ATOP BOTTOM CHORD OF MFG. TRUSS THAT MEETS THE REQUIRED CLEARANCES. USE R49 INSULATION UNDER PLATFORM. (1 LAYER OF R -38 HIGH DENSITY (10 1/4') 4 1 LAYER R -1I (3 1/2') 4. NO Al R CONDITIONING TO BE INSTALLED AT ATTIC. 5. PROVIDE GALVANIZED MTL. DRAIN PAN WITH WET SWITCH. PROVIDE CONDENSATION LINE FROM FURNACE TO EXTERIOR FOR DRAINAGE. VENTILATION CALCULATIONS 4 REQUIREMEN LSTA30 - HDR 4 SILL TO 3x BLOCKING. 8/ 52.0 MANF. RUSSES 41 2 ' O.G. --Br LSTA30 - BEAM TO TOP PLATE 4X12 4x4 P.T. POST W/ EPC CAP 4 PB BASE TIONAL VAULT AT PLAYROOM AT LEAST 50% 4 NOT MORE THAN SO% OF REQUIRED VENTS SHALL BE IN UPPER PO VENTIL ED ROOF SPACE (MIN. 3' ABOVE EAVE OR CORNICE VENTS) WITH THE BALANCE OFI��. D TILATION PROVIDED BY EAVE VENTING. PER IRC 806.1 ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES F DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE 'OSS VE SPACE BY VENTILATING OPENING PROTECTED AGAINS VENTILATING OPENINGS SHALL BE PROVIDED WIT OPENINGS. IF EAVE VENTS ARE INSTALLED INSULATION SHALL N BETWEEN INSULATION AND RO BAFFLING OF THE VENT O MOISTURE RESISTA IF EXTERIOR W4 k- ' �EN INSULATION, `��\ TIC (,4 CULAT ,,���;; WI SHEATHING 9 VENT L o �� 'GS SHALL BE INSTALLE J -j ISLE BAFFLES SHOULD BE i ,�\ DI '��- INWARD, TO A POINT 6' VER ' ���� • �, Y ABOVE LOOSE FILL INSULA / / /BE NET FREE AREA) OSION - ° \ \�� \\ STRUCT THE ION. FFLES SHA LLYF A 1 0%7 i iiiiiA% iiiiiiiiiiii iiiiiiiiiiiiiiiiiii% BEARING WALL PP 135 SQ VE ,1% AV AV 00 OF ATTI ATION REQ 416 SPAN BLOC J3 LSTA30 - HDR 4 SILL TO 3x BLOCKING. S/ 52.0 SECOND -LO® /4''= I' -O" FRAMING NOTES: 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BONN GLUED AND NAILED W/ Sd NAILS 9 24' O.C. NAILED TOP 4 BOTTOM STAGGERED EA SIDE. 2. ALL HEADERS TO BE 4x8 DP '2 UNLESS NOTED 1- 1EADERIS AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED W/ R -10 RIGID INSULATION 3. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 4. SOLID BLOCK OR BRIDGE AT MIDSPAN OF ALL FLOOR JOISTS WITH SPANS GREATER THAN 10' -0'. 5. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH AND AT EACH SUPPORT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 6. INDICATES POINT LOAD FROM ABOVE. 1. • MSTC 40 STRAPS PER STRUCTURAL UNLESS NOTED OTHERWISE REFER t0 SHEAR WALL SCHED. ►:�r VE LOUDER ROOF: CEILIN*5 ARE TION OF S; • CH SEPERATE i:' SI-I, 1U1 RIGS 9 "D WIND - DRIVEN HE •P OF THE OUTSIDE OF THE THE HEIGHT OF NON - COMPRESSED = Q FT VE TS) NOTE: EAVE VENTING PROVIDED BY (3) -1 1/2' DIAMETER 'BIRD HOLES' PER EAVE BLOCK (51/2' Sq. In. PER BLOCK). NOTE: UPPER ROOF VENTING PROVIDED BY l'xT ROOF VENTS. (49 $ IN. PER VENT) 306 SQ. FT. OF ATTIC AREA /300 =1.02 SQ. FT. OF VENTILATION REQUIRED (141 SQ. INCHES) NIGH VENT : 135 Sq. In. (2 VENTS) LOW VENT = 13.5 Sq. In. ROOF FRAMING NOTES: 1. ALL HEADERS TO BE 4x5 DF *2 UNLESS NOTED OTHER1ISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED W/ R -I0 RIGID INSULATION 2. ALL OTHER TRUSSES: • 51-IALL CARRY MANUFACTURERS STAMP. SHALL HAVE DESIGN DETAILS AND SPEC- IFICATIONS ON SITE FOR FRAME INSPECTION. SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS. 3. NO TRUSS SHALL BE FIELD - MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS MINIMUM 22'x30' PER IRC SEC 801.1 • ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 5. PROVIDE ATTIC VENTILATION PER IRC SECTION 8806. ALL FRAMING TO COMPLY WITH IRC SECTION 8602. NAIL SIZE AND SPACING TO CONFORM TO IRC SECTION 8602, TABLE 86023. 6. <6■ REFER t0 SHEAR WALL SC1-ED. 4X10 A MECHANICAL PLATFORM BUILT INTO MFG. TRUSSES SEE TRUSS SPECS FOR PET Al MI 22'X30' ATTIC ACC SS PER IRC 8011 PROVIDE 22'x36' ATTIC ACCESS =0R h'I'OVLAL NCE I/ \I *FU A: EE NOTES THIS SI-IT. 0 w 1 HT520 GIRDIfR TRUSS TO Ttop PLATE 4/ 52.0 2k6 OIYRFRAME 9 24' O.C. 24c6 OVVRFRAtIE ' 24 O.C. 11 co X GIRDER GIRDER E is II' 52.0 111 n V NI N lu 33u 4X5 mime 41W-IIIINEEMPWIr=r 4x4 P.T. POST W/ EPC CAP 4 FIB BASE REVIEWED FOR CODpPPROYED CE APR 0 9 2013 City of Tukwila BUILDING DIVISION ®O� GIRDER 4X12 HT520 GIRDER TRUSS TO TOP PLATE 4/ 52.0 AHIN6. PAN /4 "= I' -0" pia - -37z RECEIVED CITY OF TUKWILA FEB 1; 3 2013 PERMIT CENTER ATTIC VENTILATION SH4LLRBE SECTION NET BEET ENTED, AREA WITH 50% OF REQUIRED VENT AREA TO BE LOCATED MIN. 3' ABOVE EAVE VENTS. THE BALANCE OF REQUIRED VENT AREA TO BE PROVIDED AT EAVES NOTE - FASTENERS FOR TREATED WOOD TO BE HOT- DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 2E%, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON - BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/S INCH TO FACE OF STUD. •• 0 E11:1' 4t w 1-4 401 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2M -3168 Date: 2 -4 -13 5 CONT. DBL. TOP PLATE R -I0 RISIP INSULATION • EXTERIOR SIDE OF WALL (SHADED AREA) LSTA30 - HDR 4 SILL TO 3x BLOCKING. 8/ 52.0 KING STUD EXTERIOR PLYWOOD TRIMMER LSTA30 - BEAM TO TOP PLATE LSTW30 - HDR 4 SILL TO 3x BLOCKING. 8/ 52.0 MANF. RUSSES 51 2 ' O.G. 4x4 P.T. POST W/ EPC CAP 4 PB BASE REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2013 City of Tukwila BUILDING DIVISION HEAER /INSUATION DETAI_ J X 11 -1/4' P5L 4X10 NTS APPLIANCE IN ATTIC NOTES: PER 2009 IMC 3063 4 2009 IRC M1305.13 MID -5-AN OCKI G E4RING WA /A IZZZ r K. BEAM F USH G U.ALL AN BLOCKING 1. ATTICS CONTAINING APPLIANCES SHALL SE PROVIDED WITH AN OPENING AND A CLEAR UNOBSTRUCTED PASS - AGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE, BUT NOT LESS THAN 30' HIGH AND 22' WIDE AND NOT LONGER THAN 20' LONG MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO THE APPLIANCE. THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING, NOT LESS THAN 24' WIDE. A LEVEL SERVICE SPACE AT LEAST 30' DEEP 4 30' WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE ACCESS IS REQUIRED. 2. PROVIDE A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PASSAGEWAY OPENINGS AND A RECEPTACLE OUTLET 51-4ALL BE PROVIDED AT OR NEAR THE APPLIANCE. MANF. PARTIAL SCISSO m24'OC VAULT AT MASTER 3. PROVIDE 2X12 PLATFORM W/ 2- LAYERS 3/4' PLYWOOD ATOP BOTTOM CHORD OF MFG. TRUSS THAT MEETS THE REQUIRED CLEARANCES. USE R49 INSULATION UNDER PLATFORM. (I LAYER OF R -38 HIGH DENSITY (10 1/4') 4 1 LAYER R -11 (3 1/2') 4. NO AIR CONDITIONING TO BE INSTALLED AT ATTIC. 5. PROVIDE GALVANIZED MTL. DRAIN PAN WITH WET SWITCH. PROVIDE CONDENSATION LINE FROM FURNACE TO EXTERIOR FOR DRAINAGE. i3i 4 OPTIONAL VAULT AT VENTIL4TION CALCULATIONS 4 REQUIREMFN ,4GCES9 PER G n 8C011 PROYID 22'X36' -I� ATTIC A_' LESS �I. FOR P VA CHANI ILT IN E TRU ALP O MFG 5 SP ATFO TRUS ES CS FO D AT LEAST 50% 4 NOT MORE THAN 80% OF REQUIRED VENTS SHALL BE IN UPPER PO-TIO VENTIL ED ROOF SPACE (MIN. 3' ABOVE EAVE OR CORNICE VENTS) WITH THE BALANCE OF :*-41,-eD �s-, TILATION PROVIDED BY EAVE VENTING. PER IRC 806.1 ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES F DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS 51-IALL HAVE VE SPACE BY VENTILATING OPENINGS PROTECTED AGAINS VENTILATING OPENINGS SHALL BE PROVIDED WIT OPENINGS. IF EAVE VENTS ARE INSTALLED INSULATION SHALL N io, , OSION BETWEEN INSULATION AND RO• SHEATHING e� VENT L•`���° BAFFLING OF THE VENT 0 f ) �GS SHALL BE INSTALLE �! MOISTURE RESISTA IF = �,;!�- IBLE BAFFLES SHOULD BE �� EXTERIOR WA `TENDIr�, INWARD TO A POINT 6' VER`���` INSULATION, ` ' TIC •'��' Y ABOVE LOOSE FILL INSULA (4 . CULAT i�Z WI ���BE NET FREE AREA) CEILIN TION OF NOTES THIS SH1'. ARE H SEPERATE 4 144' STRUCT THE ION. FFLES SHA LLE LY AF 00 1' PACE RIGS•` "D WIND - DRIVEN HE • - OF THE OUTSIDE OF THE THE WEIGHT OF NON - COMPRESSED MANF. TRUSSES 9 24' O.C. 1 ire / / / /AV J /J /JJJ/ %Iiiii iiiiiiiiiiiiiiii %hill% BEARING WALL BEARIN Q. FT. ES) (832��'G''� •D` - VE TS) 5 -� NOTE: EAVE VENTING PROVIDED BY (3) -1 1/2' DIAMETER 'BIRD HOLES' PER EAVE BLOCK (51'2' Sq. In. PER BLOCK). NOTE: UPPER ROOF VENTING PROVIDED BY 7'x1' ROOF VENTS. (49 * IN. PER VENT) LOUDER ROOF: ID -SPAN BLOC 306 SQ. FT. OF ATTIC AREA /300 =1.02 SQ. FT. OF VENTILATION REQUIRED (141 SQ. INCHES) HIGH VENT = 13.5 Sq. In. (2 VENTS). LOW VENT = 135 Sq. In. LSTA30 - HDR 4 SILL TO 3x BLOCKING. 8/ 52.0 GABLE END TRUSS SOLID BLOCKINi. ��� , BETWEEN JOIST , CA14,TILEVER T LA- -� lipkik qj m� � 12' CANTILEVER SOFFIT AND IN MANF. TRUSSES e 24' O.C. LST430 - HDR 4 SILL TO 3x BLOCKING. 8/ 52.0 =0o 1/4"=1'-0" FRAMING NOTES: I. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/ 8d NAILS 9 24' O.C. NAILED TOP 4 BOTTOM STAGGERED EA SIDE. 2. ALL HEADERS TO BE 4x8 DF *2 UNLESS NOTED HEADERIS AT EXTERIOR WALLS 4 UAW WALLS TO BE INSULATED W/ R -10 RIGID INSULATION 3. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 4. SOLID BLOCK OR BRIDGE AT MIDSPAN OF ALL FLOOR JOISTS WITH SPANS GREATER THAN 10' -0'. 5. FLOOR JOISTS 61-1OULD BE SUPPORTED LATERALLY AT EACH AND AT EACH SUPPORT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. INDICATES POINT LOAD PROM ABOVE. 6. 1. • MSTC 40 STRAPS PER STRUCTURAL UNLESS NOTED OTHERWISE REFER TO 514EAR WALL SCHED. ROOF FRAMING NOTES: ALL HEADERS TO BE 4x8 DF *2 UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED W/ R -10 RIGID INSULATION 2. ALL OTHER TRUSSES: * SHALL CARRY MANUFACTURERS STAMP. * SHALL HAVE DESIGN DETAILS AND SPEC- IFICATIONS ON SITE FOR FRAME INSPECTION. * SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS. 3. NO TRUSS SHALL BE FIELD - MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ,ATTIC ACCESS MINIMUM 22'x30' PER IRC SEC 801.1 * ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 5. PROVIDE ATTIC VENTILATION PER IRC SECTION 8806. ALL FRAMING TO COMPLY WITH IRC SECTION 8602. NAIL SIZE AND SPACING TO CONFOR1 TO IRC SECTION 8602, TABLE R6023. REFER TO SHEAR WALL SCHED. 4x4 P.T. POST W/ EPC CAP (PC CAPS CENTER) 4 PB BASE 4X12 R00 AM I N6 F'AN 1/4"=1'-0" Q RECEIVED CITY OF TUKWILA FEB 1'. 3 2013 PERMIT CENTER ATTIC VENTILATION IRC SECTION TI4E2AREA TO BE VENTED, AREA WITH E' 9% OF REQUIRED VENT AREA TO BE LOCATED MIN. 3' ABOVE EAVE VENTS. THE BALANCE OF REQUIRED VENT AREA TO BE PROVIDED AT EAVES NOTE - FASTENERS FOR TREATED WOOD TO SE HOT - DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 2E'%, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON - BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. 0 H 4tc a ri) 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2M -3168 Date: 2 -4 -13 6 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 ONE SIDE OF STAIR HANDGRIP PORTION OF HANDRAILS SHALL HAVE CIRCULAR CROSS SECTION OF I'•4' MIN. 4 214' MAX. EDGES SHALL HAVE .4 MIN. RADIUS OF fie'. ALL REQUIRED GUARDRAILS TO BE 36' MIN. M HEIGHT. OPENINGS FOR REQUIRED GUARDS CN THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4411 INCHES (I01mm) TO PASS THROUGH. 4N081P . Iv4 MAX CONT. 1- IANDRAIL 34' -38' ABOVE TREAD NOSING. PICKETS PER IRC 312.1 ON OPEN SIDE I' PT RISERS P.T. 2X12 TREADS TO STRINGE 36'X36' MIN. CONC PAGD 2X4 THRUST BLOCK 7 6' SPHERE UNABLE TO PASS THROUGH OPENING BELOW STAIR INSTALL yz' MB + CEILING, AND WALLS (3) 2X12 STRINGERS FIRE ELO0(H • MID -SPAN AND IN any WALLS ALONG AND IN LINE WITH STRINGERS IF AREA UNDER STAIRS IS LtFINISHED INTERIOR I HL 35 ANGLE SUPPORT DECK JOISTS PER PLAN DBL JST 1 -1U212 MTL. HANGERS AT EA. STRINGER 3 -2X12 P.T. STRINGERS EXTERIOR NO SCALE J TYPICAL STAIR DETAIL AND NOTES 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 .CEILINGS. 3. IN CONCEALED SPACES At STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SEC. R302.1 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. GRADE Ul/ IN 36 W/ IN 36 II • •••1 �Gu�n�nnium�uuiuuS 1 HOUR IRE - RESISTIVE OVERHANG EAVES WITI-IIN -,a OF 1 ROPERT'1' LINE PER IRC 302 4 TABLE R302.1 ATTIC VENTILATION PER IRC SECTION 88062, 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 12 AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) EVERY 3RD TRUSS BAY SOLID TIGHT FITTING TRUSS BLOCKING FASCIA BOARD 2x STUDS PER PLAN 1/16' SHEATHING SIDING PER PLAN 11.1/ IN w/ / IN 36 II HOUR w AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) EVERY 3RD TRUSS BAY SOLID TIGHT FITTING TRUSS BLOCKING 2X8 FIRE RESISTIVE TREATED FASCIA BOARD GA FILE NO. WP ,8105 I 1 GENERIC GYPSUM WALLBOARD, GYPSUM SHEATHING WOOD STUDS EXTERIOR SIDE: One layer 48' wide 5re" type X gypsum sheathing appfied parallel to 2 x 4 wood studs 24" o.c. with 11IC galvanized roofing nails 4' o.c: at vertical Joints and 7" o. . at intermediate studs and top and bottom plates: Joints or gypsum sheathing may be left untreated, - Exterior cladding to be attached through sheathing to studs. INTERIOR SIDE: One layer sie" type :X gypsum wallboard. water - resistant gypsum backing board, or gypsum veneer base applied parallel or at right angles to studs with 6d coated nails, me long: 0.0915" shank, Ire heads, 7" o.c. (LOAD•BEARING) 1 HOUR FIRE Thickness: Varies. Approx. Weight; 7 psr Fire Test: See WP 3510 (UL R3501.47, -48, 9. 17.65. UL Design 0309; UL R1319 -129. 7- 22 -70, UL Design U314) J EAVES 4 WALL PER IRC 302 4 \,:;;,- L \ 302 OOFING TO BE 23 COMPOSITION INGLE WITH 15* FELT OR WOOD INGLE F 10T. ' T.T.W. WITH 30* INTER- — SHEATHING TO BE 1/2' 24/0 PLYWOOD FULLY BLOCKED WITH APPROVED CLIPS (CCX WHERE EXPOSED /OR 1x6 SPACED FOR SHAKES (MIN. 4'). —ALL ROOF FLASHINGS TO BE MIN. 26 GAUGE GALVANIZED STEEL. 12 S 24'O.C. /t \0 INSULATION _.. Ntfftfftfffff Midi IfI fi� n17\.1IWA , fff • •f•f• •fffffffffff IM11fffff�ff fffffffffffff f • ffMlffi iiipil1 IeI ei ii ifiiIel0 ei•iII\ [fi i I lobs Iiiiiii !!_eI el el i I eI lei i IIeIeI i i ei I ioiiei el i i I lSI 11 e1 i ii i lei i II i•IIfl ei••IeIieIi i 1 11i`_ I 2x STUDS PER PLAN SIDING PER PLAN 5/8' SHEETROCK NG LINE STUD NOTCHING AND BORING BEARING OR EXTERIOR WALL NOTCH 25 %, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON - BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. 2x SCREENED EAVE VENT BLOCKS W /(3) 1112' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE I' MIN. AIR SPACE. UTILIT MASTER BATH MANUF LOOK CO /4' T4G LUED 4 N I SEE FRAMI IZE AND S RUCTION: OD SUB -FLR ED TO PLAN FOR LING) TYPICAL EXTERIOR WALL (2) 2x6 TOP li? 2x6 STUDS a 16' O.C. 1/2' S1 -IT'G (APA RATED 24/0) WATER PROOF BARRIER EXTERIOR SIDING PER ELEVATION R -21 INSULATION W/ CONT. VAPOR BARRIER (WARM SIDE) illili ?tllllili11111itIlll GARAGE GUEST TYP. INT. WALL (2) 2x4 TOP f>? 1/2' GWB 2x4 STUD e 16' O.C. 2x4 SOT. iE REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2013 FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB -FLR GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) R -30 INSULATION City of Tukwila BUILDING DIVISION ►►►►► ►►►►► ►►►►► 1/ ►►► If 111 ► If GRAWLSP4GE 6 MIL VISQUEEN VAPOR BARRIER THROUGHOUT CRAWLSPACE. LAP SPLICES 12' MIN. �UI��INC� SECTION (A COPYRIGHT 2011 Landmark Design Inc. ALL RIGHTS RESERVED • gb 11,1-0 6Y-i) GRADE RECEIVED CITY OF TUKWILA FEB 1 3 2013 PERMIT CENTER 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2M -3168 Date: 2 -4 -13 7 h i k _, I&\\\ \ \ \ \ \\ / ∎ \ \ \ \ \ \ \ \\ "- UPPER o® PAN 1/4" = 1' -0 • --/- `\ ITI-\ r u" \lovr *\‘\z,,z ,:i iii7tEr„,,„,,,, 01:: 4 MAIN ®® E, CT I CAS P,AN 1/4" = I' -Q" D 1 RECEIVED CITY OF TU KW! 4„A FEB 1 3 2013 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2013 City of Tukwila BUILDING DIVISION EL CTIRICAL KEPI' OVERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (VT05) 4 LIGHT COMBO SMOKE ALARM - CARBON MONO. DET. 110 V W/ BATTERY BACKUP CABLE T.V. JACK PHONE UNDER COUNTER LIGHTS GAS OUTLET HOSE BIB8 EXT. FAN VTOS �J -0-UC 4 • • • r:4 z h4 ▪ w ••� zM ▪ c;;11 • :• cat c ig •• 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2M -3168 Date: 2 -4 -13 8 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 8' CONC. PADS UNLESS NOTED OTHERWISE. 4. ALL POSTS TO BE ANCHORED AGAINST LATERAL MOVEMENT. 5. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE. 6. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT, BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 1. PROVIDE MINIMUM 18' -24' CRAWL ACCESS. CRAWL ACCESS HATCHES OR DOORS 51-IALL BE WEAT1-IERSTRIPPED AND INSULATED TO A LEVEL PEN /GUEST CLG. S. PROVIDE CRAWL SPACE VENTILATION PER IRC. FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS 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. INDICATES POINT LOAD FROM ABOVE II. 1 INDICATES 'SIMPSON' HOLDOWN 12. SEE SHEARLUALL SCHEDULE FOR ANCHOR 130LT SIZE 4 SPACING. 5HT S 1.0 10' -0' 9' CLa MIN. 36'x36' LAND IVG ML) ROOM 9' CLG REVIEWED FOR CODACOMPLIANCE PROVED APR 0 9 2013 3 GAR GARAGE USE 1/2' GWB ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/8' TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GWB City of Tukwila BUILDING DIVISION DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. x 8/ O.H. DOOR 8' -3' 9/0 x 8/0 O.H. DOOR 9' -3' RO. FAN 1/4 " =1' -O" I1' -9' 11' -9' 33' -6' RO. 8' -0' 1f =6I BLUE 18 AWG TRACER 10' -0' WIRE REQUIRED AT NON - PIPINCL.-c PER UPSERVICE 4 MAIN °LOOR FAN 1/4 " =1' -O" 711 SO. T. ft? RECEIVED CITY OF TUKWILA FEB 1 3 2013 PERMIT CENTER • 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2M -3168 Date: 2 -4 -13 9 GOVT. DBL. TOP PLATE R -IO RI6IP INSULATION ® EXTERIOR SIPE OP WALL (SHAPED' AREA) NTS /G.% % / /.% % /%iS KING STUD' EXTERIOR PLYWOOD TRIMMER ROOF FRAMING NOTES: I. ALL HEADERS TO BE 4x8 DP *2 UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED W/ R -10 RIGID INSULATION 2. ALL OTHER TRUSSES: = SHALL CARRY MANUFACTURERS STAMP. = SHALL HAVE DESIGN DETAILS AND SPEC - IFICATIONS ON SITE FOR FRAME INSPECTION. = SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS. 3. NO TRUSS SHALL BE FIELD - MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. f JI!F1I ri Al si, 1 4. REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2013 City of Tukwila BUILDING DIVISION PROVIDE ATTIC ACCESS MINIMUM 22'x30' PE -�- IRC SEC 801.1 ACCESS HATCHES OR DOO A k� BE WEATHERSTRIPPED IN I. • ALE EQUIVALENT TO TH_,-'�.�� LATION ON �,���\v���\,� ND �\\�\ RIRGSCTION 5. PROVIDE ATTIC YENTILATI•�`�� �\` \ T, SECTION 8602.\ \\� ''V\-%'- ION �i ,4 \ c 8806. A NAI S -CON O® 1/4 ° =1'-0D' FRAMING NOTES: I. 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 O HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED W/ R -10 RIGID INSULATION 3. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 4. SOLID BLOCK OR BRIDGE AT MIDSPAN OF ALL FLOOR JOISTS WITH SPANS GREATER THAN 10' -0'. 5. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH AND AT EACH SUPPORT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. INDICATES POINT LOAD FROM ABOVE. • MSTC 40 STRAPS PER STRUCTURAL UNLESS NOTED OTHERWISE 6. 1. REFER TO SHEAR WALL SCHED. END TRUSS ROO= -- AH'INO PLAN 1/4"=1'-0" 4X12 RECEIVED CITY OF TUKWILA FEB 1 3 2013 PERMIT CENTER ATTIC VENTILATION SNALLRBSECTION OF T1-E�A; A NET BE EVENTED, AREA WITH 50% OF REQUIRED VENT AREA TO BE LOCATED MIN. 3' ABOVE EAVE VENTS. THE BALANCE OF REQUIRED VENT AREA TO BE PROVIDED AT EAVES NOTE- FASTENERS FOR TREATED WOOD TO BE HOT- DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 6.0% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON - BEARING MAXIMUM NOTCH 40%, BORING 600. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. 0 H 4t w w 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2M -3168 Date: 2 -4 -13 10 Sri ; BEARIN 1=11c7/7" ,4N BLOCKING ROOF FRAMING NOTES: 1 ALL HEADERS TO BE 48 DP *2 UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM UJALLS 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' PER IRC SEC 801.1 • ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 5. PROVIDE ATTIC VENTILATION PER IRC SECTION 8806. ALL FRAMING TO COMPLY WITH IRC SECTION 8602. NAIL SIZE AND SPACING TO CONFORM TO IRC SECTION R602, TABLE 86023. REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2013 City of Tukwila BUILDING DIVISION REFER TO SHEAR WALL SCHED. BEARIN iiife./ iiiiiiiiiiiii.1;[:1 SEC ®N ®® AM I Na I/4 "= I' —O" 0 A A' kt ‘,„\\\„\\‘‘, ec NI& .co 0 tem 4X12 fit wm.ia L MANF. TRUSSES e 24' O.C. 4X12 ®® AM Na PAN 1/4 "= I' —O" ba, RECEIVED CITY OF TUKWILA FEB 1 3 2013 PERMIT CENTER ATTIC VENTILATION 51-IIA LRBE SECTION T01- 4E NET BE FREE VENT AREA WITH 50% OF REQUIRED VENT AREA TO BE LOCATED MIN. 3' ABOVE EAVE VENTS. THE BALANCE OF REQUIRED VENT AREA TO BE PROVIDED AT EAVES NOTE - FASTENERS FOR TREATED WOOD TO BE HOT - DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON - BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. •• W C7 4t c7 4tC U 0 a 0 n ELEVATION 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. a Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2M -3168 Date: 2 -4 -13 11 a — 0 0 0 4XI2 1 4X12 ®® AM Na PAN 1/4 "= I' —O" ba, RECEIVED CITY OF TUKWILA FEB 1 3 2013 PERMIT CENTER ATTIC VENTILATION 51-IIA LRBE SECTION T01- 4E NET BE FREE VENT AREA WITH 50% OF REQUIRED VENT AREA TO BE LOCATED MIN. 3' ABOVE EAVE VENTS. THE BALANCE OF REQUIRED VENT AREA TO BE PROVIDED AT EAVES NOTE - FASTENERS FOR TREATED WOOD TO BE HOT - DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON - BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. •• W C7 4t c7 4tC U 0 a 0 n ELEVATION 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. a Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2M -3168 Date: 2 -4 -13 11 Cs�N RAL STCT4L \OT ALL CONSTRUCTION SHALL BE IN CONFORMANCE UJITN THE INTERNATIONAL BUILDING CODE (IBC), 2009 EDITION, WITH WASHINGTON STATE AMENDMENTS. DESIGN LADS: ROOF LIVE LOAD 25 PSF (SNOW) DEAD LOAD 15 PSF FLOOR LIVE LOAD 40 PSF (RESIDENTIAL) DEAD LOAD 10 PSF UJIND BASIC WIND SPEED 55 MPH (3 SECOND GUST) EXPOSURE B, I = 1.0, lc, = 1.0 SEISMIC EQUIVALENT LATERAL FORGE PROCEDURE BEARING WALL SYSTEM (LIGHT- FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D Ss = 1.5 - IBC FIGURE 1613.5(1) S ps = 1.0, I E = 1.0, R=6.5 Cs= 0.154 INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SURFACES SHALL BE INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. FOUNDAT IONS: PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1,500 PSF BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE 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 TI-E REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2009 EDITION. MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, UORKABLE MIX HAVING A MAXIMUM SLUMP OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. USE MINIMUM F'c = 3,000 PSI WITH 5.5 SACKS OF CEMENT PER CUBIC 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 4112% ±1.5% BY VOLUME. MAXIMUM SIZE OF AGGREGATE IS P/2 ". ALL CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE. CONCRETE PURVEYORS /SUPPLIERS DELIVERY OR BATCH TICKET TO 5E ON JOB SITE FOR BUILDING INSPECTOR VERIFICATION. REINFORCING STEEL: ALL ALL REINFORCING STEEL SHALL BE GRADE 40 (GRADE 60 IF NOTED) DEFORMED BARS IN ACCORDANCE WITH ASTM SPECIFICATION A -615. LAP ALL SPLICES 32 BAR DIAMETERS OR l' -6" MINIMUM UNLESS OTHERWISE SHOWN, PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTINGS AND 1U4LLS. REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED CHAIRS, SPACERS, OR TIES AND SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT. MINIMUM CONCRETE COVER FOR REINFORCING STEEL: USE PROTECTION SLAB AND WALL BARS: INTERIOR FACES EXPOSED TO WEATHER OR EARTH FOOTING BARS 1X1/2" 11/2" (#5 AND SMALLER) 2" ( 4'6 AND LARGER) 31, TIMBER: ALL LUMBER SHALL BE AS FOLLOUJS UNLESS NOTED OTHERWISE: BEAMS DF#2 OR BETTER POSTS -F#2 OR BETTER 2x FRAMING I-IF#2 OR BETTER ALL 2x TIMBER SHALL E. KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR UESTERN LUMBER ", LATEST EDITION. ALL UOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. RE -TREAT ALL CUT ENDS, NOTCHES, AND DRILLED HOLES IN ACCORDANCE UITH AWPA M4. MAINTAIN MINIMUM 6" CLEAR BETWEEN WOOD AND EXPOSED EARTH. MAINTAIN S" CLEAR BETWEEN EXPOSED EARTH AND NON - TREATED UJOOD AT EXTERIOR FOUNDATION WALLS. ALL NAILS 51-IALL BE GALVANIZED 50X OR COMMON NAILS. FASTENERS IN CONTACT WITH PRESERVATIVE - TREATED WOOD SHALL BE OF NOT - DIPPED ZINC - COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE UJIT- SECTION IBC 2304.9.5. ,4LL MINIMUM NAILING SHALL BE PER IBC TABLE 2304.9.1 U.N.O. MACHINE BOLTS TO BE A -301. BOLT 1-FADS AND NUTS BEARING AGAINST UOOD SHALL BE PROVIDED WITH STANDARD GUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR ICC APPROVED EQUAL. ALL - ANGERS TO BE FASTENED TO WOOD WIN PROPER NAILS AND ALL -OLES SHALL BE NAILED. GLUED LAMINATED WOOD MEMBERS: GLUED LAMINATED UJOO BEAMS (GLB) TO BE IN ACCORDANCE WITH ANSI /AITC STANDARD 4190.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER. USE STRESS GRADE COMBINATION 24F -V4 (Fb = 2,400 PSI) FOR SIMPLE SPANS AND 24F -VS FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS U.N.O. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR. UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER. AITC STAMP AND CERTIFICATION REQUIRED. PREFABRICATED JOISTS: JOISTS SHALL BE A5 NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE UITH T -E 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 - ANGERS TO BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER. LAMINATED VENEER LUMBER (LVL): LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS JOIST WEYERHAEUSER (MICROLAM) OR APPROVED EQUIVALENT (Fb = 2,600 PSI, E = 1,900,000 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO NE STANDARDS SET FORTH IN ESR -13S1. BEARING LENGTH SHALL NOT BE LESS TNAN 13i¢" DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER. NEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER. BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON T -IE PLANS SHALL BE 4xS F2 LUIT- ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5' -0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE TNAN 5' -0" WIDE. ALL COLUMNS NOT CALLED OUT ON TI-E PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER UIT- 16d ' 12" 0.0. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 4S" AND NAILS WITH I6d 6 S" 0.C. SHEAR WALLS: ALL 51-EAR UJALL 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" 0.C. UNLESS NOTED OTHERWISE. ALL 51-EAR WALL NAILING SHALL 5E COMMON WIRE OR GALVANIZED 50X NAILS. FASTENERS IN PRESERVATIVE- TREATED WOOD SMALL BE OF NOT - DIPPED ZINC - COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. ALL HEADERS SHALL 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 SHAKES. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF TI-IE 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 WIT- 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 1/2" RATED SHEATHING (24/16) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH Sd COMMON OR GALVANIZED 50X NAILS AT 6" 0.C. AT SUPPORTED EDGES AND Sd COMMON OR GALVANIZED 50X NAILS AT 12" 0.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. ROOF TRUSSES: TRUSSES TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI /TPI 1 -2002. THE TRUSS CALCULATION PACKAGE SHALL BE PREPARED UNDER TI-IE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN TI-1E STATE OF WASHINGTON. T -E TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF TI-IE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS. EACH TRUSS SHALL BE PLANT FABRICATED AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICC APPROVED AND LOADS SHALL BE IN ACCORDANCE WITH THE RECOMMENDED ALLOWABLE LOADS. MANUFACTURER SHALL PROVIDE ALL FRAMING -TO -TRUSS AND TRUSS -TO -TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION AND VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION. GENERAL CONSTRUCTION NOTES: ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2009 EDITION. THE CONTRACTOR 51-IALL 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 JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. T -E CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS NAVE BEEN INSTALLED, THE CONTRACTOR SHALL COORDINATE UITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAUINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS 6 1-10UiN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT S -OUN. VARIATIONS AND MODIFICATIONS TO UJORK S -OWN ON THE DRAUINGS 51-IALL NOT BE CARRIED OUT WIT -OUT T1-E URITTEN PERMISSION FROM THE ARCI- IITECT OR ENGINEER. SNEER JALL SCI—FED‘-,LE MARK MINIMUM S1-1EAT1 -1 ING (1) SNEATkING NAILING (1) ANCHOR BOLTS (3) REMARKS (4) 5/5" TI -11 Sd 6 6" 0.0. 5/8" a 60" O.C. Qall = 230 PLF 4> OR 1/2" OSB 1/2" CDX Sd e 4" O.C. 5/ II 6 32" O.C. Qa I l = 350 PLF 5> OR OSB 1/2" CDX Sd ' 2" O.C. Sig" 6 16" O.C. Qa Il = 600 PLF OR OSB USE 3x STUDS AT ALL PANEL EDGES 4 STAGGER NAILS SEE DETAIL 12 / 52.0 FOR CONSTRUCTION 1 NOTES 1) ALL WALLS DESIGNATED" D" ARE SHEAR WALLS. EXTERIOR LUAUS SHALL BE S- EAT -ED UITH RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE. EDGE NAILING AT ABUTTING T1 -11 PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT INTERMEDIATE FRAMING TO BE AT 12" 0.C. NAILING NOT CALLED OUT 51-IALL BE PER IBC TABLE 2304.9.1. 2) 1- OLDOWNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR EQUIVALENT TO BE USED PER PLAN. ENDS OF 51-1EAR UALLS SHALL USE DOUBLE STUDS MINIMUM. 3) USE MINIMUM OF TWO (2) BOLTS PER SILL. PIECE WITH ONE 50LT LOCATED NOT MORE THAN 12" NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 7 INTO CONCRETE. UAS -ERS TO BE 3" x 3" x 1/4" PER IBC SECTION 2305.12.8 AND OF 1-10T- DIPPED ZINC - COATED GALVANIZED STEEL. 4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DESIGN IN ACCORDANCE WITH IBC SECTION 2306.3. P 7 4 x 10 P U'FER FLOOR 'A' A = 1,644 SQ FT UPPER FLOOR 'B' A = 1,644 SQ FT D LSTA30 - NDR 4 SILL TO 3x BLOCKING. (TIP. 2 PLACES) LSTA30 - NDR 4 SILL 7- TO 3x BLOCKING. (TYP. 2 PLACES) x 12 J LSTA30 - NPR 4 SILL TO 3x BLOCKING. (TYP. 2 PLACES) x 12 C MAIN FLOOR A = 1,524 SQ FT 7x111 /4PSL 4x12 2 7,, A = 491 SQ FT 6344 x IS GLB (4) 6344 X 21 GLB (B) -:T\ Qm�s LSTA30 - 14pIR 4 SILL TO 3x BL KING. (TIP. 2 PLACES) LSTA30 - NDR 4 SILL TO 3x BLOCKING. (TIP. 2 PLACES) .t Ire J3 J REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 1 3 2013 PERMIT CENTER COPYRIGHT 2013, SEGA ENGINEERS SCALE: NONE & Civil Consulting tJE 7.s j j U ci] • Black Diamond, Washington 98010 22939 SE 292nd Place (360) 886 -1017 • FAX 886 -1016 IVV 0 OZ. z U you z 51 JOE 12-00& J 1/2" RATED SHEATHING 8d e 6" O.C. 2x VENTED FLOCKING. END NAIL TO TRUSS EACH END w/ (2) Sd. ' SIMPSON' 1-11 FRAMING ANCHOR EACH TRUSS. USE Hl0 -2 AT DEL TRUSS. SHEATHING AND NAILING PER PLAN OR SCHEDULE. TRUSS PER PLAN DEL 2x TOP PLATE. LAP SPLICE 4' -0" MIN. 4 NAIL w/ I6d e 6" O.C. STAGGERED 2x FRAMING PER PLAN. (BEAM AT SIM) TYPICAL ROOF FRAMING CONNECTION 2.0,1 SCALE 1" = 1' -0" 1/2" RATED SHEATHING Sd 0 6" 0.C. GABLE END TRUSS. SEE MANUFACTURER'S DRAWINGS FOR OUTRIGGER LOCATIONS. DEL 2x TOP PLATE. LAP SPLICE 4' -0" MIN. 4 NAIL w/ 16d 6 6" 0.C. STAGGERED. SHEATHING 4 NAILING PER PLAN OR 514EAR UJALL SCHEDULE. ' SIMPSON' 435 e 48” 0.C. (16” 0.0. e SIM) 2x BRACE PER TRUSS SUPPLIER OR 6 48" 0.C. SECURE w/ 'SIMPSON' 434 EACH END. ROOF FRAMING e GABLE END 52.0 SCALE: 1" = 1' -0" EXTERIOR SHEATHING PER PLAN OR SCHEDULE 8d64 "0.C. 2x BLOCKING w/ 16d NAIL a S" 0.C. lie" RATED SHEATHING RAFTER OR TRUSS PER PLAN 2x BLOCKING 2x STUD PER PLAN LOUDER ROOF FRAMING 5 SHEAR UJALL SCALE: 1" = 1' -0" /z" RATED SHEATHING w/ 8d 6 4" O.C. TO FRAMING TRUSS PER PLAN Aimmailmn_. imp NOTE: TRUSS TO DEVELOP CAPACITY OF CONNECTOR 'SIMPSON' CONNECTOR PER PLAN. 2x STUD (NOT 6 SIM) DBL 2x TOP PLATE. (BEAM AT SIM.) 4 DRAG STRUT CONNECTION 52.0 SCALE: 1" = 1' -0" ISSUE FOR PERMIT ' SIMPSON' HOLDOUJN STRAP PER PLAN SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING 2x STUDS PER PLAN. (BEAM AT SIM.) SOLE PLATE NAILING. USE 16d 6 16" O.C. MIN. SOLID RIM JOIST (3) 8d JOIST -TO -TOP PLATE UN.O. MAINTAIN MIN. 11/2" END DISTANCE. ' SUSFLOOR JOIST PER PLAN 2x DEL TOP PLATE. LAP SPLICE 4' -0" MIN. 4 NAIL w/ 16d 6 6" O.C. STAGGERED. TYPICAL FLOOR FRAMING CONNECTION 52.0/ SCALE: 1" : 1' -0" 2x JOIST PER PLAN 8d 6 4" 0.C. �oiaoMoiiiio∎ i „r „irr. 141 3/4" SUEFLODR 2x BLOCKING w/ 435 FRAMING ANCHOR AT " O.C. TO TOP PLATE. SHEATHING 4 NAILING PER PLAN OR SCHEDULE. 2x FRAMING PER PLAN. (BEAM AT SIM.) FRAMING AT INTERIOR SHEAR UJALL 52.0 SCALE:1" = 1' -0" 'SIMPSON' HOLDOUJN STRAP PER PLAN SHEATHING 4 NAILING PER PLAN 16d 0 S' D.C. SOLE PLATE NAILING. 2x RIM JOIST Sd66 "0.C. SUBFLOOR JOIST PER PLAN (USE DEL w/ 14U5C28 -2 6 HOLDOUJN) 2x BLOCKING w/ 435 FRAMING ANCHOR TO TOP PLATE. 2x STUD PER PLAN. (BEAM AT SIM) 52.0 FLOOR FRAMING '' CANT. JOIST SCALE: 1" : 1' -0" REVIEWED A FOR CE CODAAPPROVED APR 0 9 2013 City of Tukwila BUILDING DIVISION SHEATHING 4 NAILING PER PLAN OR SCHEDULE 16d 0 16" O.G. SOLE PLATE NAILING. Sd ' 6" 0.C. UNO ' SUBFLOOR JOIST PER PLAN LUS210 HANGER BEAM PER PLAN SMEAR WALL FRAMING AT FLUSH BEAM 52. ) SCALE: 1" : 1' -0" SHEATHING 4 NAILING FER PLAN OR SCHEDULE 16d 6 16" 0.C. SOLE PLATE NAILING. 8d 0 6" 0.C. UNO 3/4" SUBFLOOR JOIST PER PLAN LUS210 HANGER BEAM PER PLAN S1 -TEAR UJALL FRAMING AT FLUSH BEAM SCALE: I" = 1' -0" SHEATHING 4 NAILING PER PLAN OR SCHEDULE 'SIMPSON' HOLDOIUN PER PLAN Ir! km. 16d 4 D.C. SOLE PLATE NAILING. 8d 0 6” 0.0. UNO ' SUEFLOOR JOIST PER PLAN LUS210 HANGER BEAM PER PLAN SHEAR UJALL FRAMING AT FLUSH BEAM SCALE: 1" = 1' -0" DEL 2x TOP PLATE HDR PER PLAN. TRIMMER STUD(S) KING STUD LSTA STRAP PER PLAN. CENTER ON TRIMMER OR KING STUD. (TYP) 2x SILL PLATE —'. i .1 1/2" RATED SHEATHING NAILING PER SCHEDULE. 3x BLOCKING (TYP) 81 SHEAR UJALL FORCE TRANSFER DETAIL 52.0 SCALE: 1" : 1' -0" ciD Structural & Civil Consulting Engineers • Black Diamond, Washington 98010 22939 SE 292nd Place (360) 886 -1017 • FAX 886 -1016 SHEATHING 4 NAILING PER PLAN OR SCHEDULE ' SIMPSON' HOLDOUJN PER PLAN 16d ' 8" D.C. SOLE PLATE NAILING. Sd 6 6" 0.0. UNO " SUBFLOOR !Al \\_ JOIST PER PLAN LUS2I0 HANGER BEAM PER PLAN SPEAR UJALL FRAMING AT FLUSH BEAM SCALE: 1" : 1' -0" SHEATHING 4 NAILING PER PLAN OR SCHEDULE 16d 0 16" D.C. SOLE PLATE NAILING. Sd e 6" 0.C. UNO " SUBFLOOR JOIST PER PLAN BEAM PER PLAN SPEAR UJALL FRAMING AT FLUSH BEAM SCALE: 1" = 1' -0" ' SIMPSON' AC CAP (ALT. lx4 GUSSET EA SIDE w/ (6) 8d ) ' SUBFLOOR 2x ELOCKING JOIST PER PLAN 4x4 PT POST (4x6 AT SPLICE) 'SIMPSON' MAB ANCHOR (ALT. 434 ANCHOR TWO SIDES) S" FIG PER PLAN FINISH GRADE + 18" 121' MIN. MIN. 15 FLOOR FRAMING AT CRAWL SPACE 52.0! SCALE: 1" : 1' -0" LSTA24 STRAP (FAR SIDE) 2x TOP PLATE NDR PER PLAN. 16" MINIMUM 10' -0" MAXIMUM NAIL SHEATHING TO NDR w/ Sd 6 3" O.C. EACH WAY. FASTEN TOP PLATE TO HEADER w/ (2) ROWS I6d AT 3" O.C. (2) 2x STUDS (TYP.) 4x BLOCKING a MIDDLE 24" IF REQUIRED. 1/2" RATED SHEATHING (24/0 EXP I). -NAIL w/ (2) ROWS Sd e 3" 0.C. AT PANEL EDGES. TOP OF STEM UJALL ELEV. VARIES 'SIMPSON' HOLDOUJN PER PLAN. USE STHDI4 UNO. RECEIVED CITY OF TUKWILA FEB 1 3 2013 PERMIT CENTER 12 (2) 2x PLATE. (NAIL SHT'G TO EA PLATE) 2x PT SILL (2) 5 /s4 ANCHOR BOLT w/ MIN. 1" EMBEDMENT 4 3" x 3" x 1/4" GALVANIZED lE WASHER. FOUNDATION PER PLAN. MIN. 8" THICK STEM UJALL w/ 4'4 EAR 1-10RIZ. TOP 4 BOTTOM. PORTAL FRAME PANEL 52.0 SCALE: NONE l a-- 37 2— COPYRIGHT 2012, SEGA ENGINEERS II II 11 II i c6 E 0,„ _A a_ Q 7 JOI=E 12-00& 2x STUD PER PLAN. USE MINIMUM (2) 2x STUD 6 ENDS OF 51-IEAR WALLS .4 HOLDOWNS. SEE SHEAR WALL SCHEDULE FOR 3x STUDS. SHEATHING 4 NAILING PER PLAN. 6" MIN. 12" MAX. 16d 6 16" O.C. SOLE PLATE NAILING. 4" SHEATHING ANCHOR BOLT w/ 3 "x3 "x1/4" UJASHER. SEE SCHEDULE FOR SIZE AND SPACING. USE 5/811 AT 60" O.G. U.N.O. 2x PT SILL AR - HORIZ. ' SIMPSON' HOLDOUJN PER PLAN. #4 L BAR e 24" O.C. - VERT. 1' -6" MIN 2' -6" MAX. 1 SII *4 BAR CONTINUOUS /-8 "/ 11 -411 1 FOUNDATION AT CR4UJL SPACE S2.1 SCALE: I" = I' -0" SHEATHING 4 NAILING PER PLAN OR SCHEDULE 2x FT SILL w/ ANCHOR BOLT 4 3" x 3" x 1/4 WASHER PER PLAN OR SCHEDULE. USE % "c0 6 60" O.C. MIN. 6" MIN. FINISH GRADE OR 12" MAX. SLAB ON GRADE ' SIMPSON' HOLDOUJN PER PLAN 1' -6" MIN. 2 2x STUD PER PLAN. USE DBL STUD AT END OF SHEAR WALLS 74 HOLDOUJNS. SEE SHEAR WALL SCHEDULE FOR 3x STUDS. 4" SLAB ON GRADE OVER MIN. 6 MIL VAPOR BARRIER '4 BAR - HORIZ. 4 MBAR 6 24" O.G. - VERTICAL #4 BAR CONT. i 1' -4" i FOUNDATION AT SLAB ON GRADE S2.1 SCALE: I" = I' -0" STEM WALL 2' -0" 4 CONTINUOUS FTC. REINFORCEMENT 11-0" MINIMUM 2 MAX. STEPPED FOOTING DETAIL SCALE :1" = 1' -0" 4 ' SIMPSON' MSTC40 HOLDOWN. ALIGN WITH EMBEDDED STHD TYPE I- 4OLDOUJN BELOW. SHEATHING 4 NAILING PER PLAN. MATCH WALL ABOVE U.N.O. SEE TYPICAL FLOOR FRAMING CONNECTION FOR ITEMS IN COMMON. FINISH GRADE IS" MIN 2 x 6 STUD 6 16" O.C. USE DBL STUD 6 ENDS OF SHEAR WALLS 4 1-1OLDOWNS. 101 -011 MAX. 2x NAILER AND PT SILL w/ 5/8,4 ANCHOR BOLT 4 3" x 3" x 1/4" WASHER AT 51 -0" 0.C. U.N.O. 'SIMPSON' STHD TYPE HOLDOWN PER PLAN. #4 BAR 6 10" O.C. — HORIZ. 2' -0" 44 MBAR 6 16" O.C. - VERT. MAXIMUM FINISH GRADE 11 -4" 18'1 04 BAR CONTINUOUS MINIMUM (TYP.) 4 G2.1 CRIPPLE 14ALL UJITI B.ACKFILL FOUNDATION ti 41■■1111111•111111111111111■111) SCALE: ► ► -o Consulting Engineers • • Black Diamond, Washington 98010 22939 SE 292nd Place • FAX 886 -1016 (360) 886 -1017 bi REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2013 City of Tukwila BUILDING DIVISION 7z RECEIVED CITY OF TUKWILA FEB 1.3 2013 PERMIT CENTER COP1'RIG HT 2012, SEC A ENGINEERS 7-- 00 c) 'eT) 11 II II n. 11-1L z OIL V � II _A a_ C� CD 5_2 JOB 12 -006? J START FRAMING LAYOUT 1-IERE DECK FRAMING I5Y OTHER 9/52' LPi1S X 9 1/2" 6 16 o.c. 3/19' LPI1S X 91/2" -0 to 16 ° o.c • o_ 2/30' LP118 X '3 1/2" —°v16" act_ 4n 7t LPI 0 1 NOM 3/26' LPi1S X 9 1/2" —ea 1E0 oz • r 4/30' 8X91/2" 1'6" o.c. 54 Ky MAIN FLOOfR FiRAMINC-c FLAN SCALE: 1/4" =1' -0" 205141 -01 14C1-I: PLAN L2M -3168 (ELEVATION B) 05/30/12 ARROW LUMBER, BUCKLEY CONTACT± MIKE MCGINNES MAIN FLOOR FRAMING PLAN LAYOUT: LW I JOIST I -JOIST LPI1S X 9 1/2" (35 stick(s) total) (2/2) (I/9) (3/19) (1/23) (3/26) (16/30) (9/52) Total Linear Footage = 11I9feet 1 JOIST BLOCK I -JOIST BLOCK LP118 X 9 1/2" RANDOM LENGTH 106' TOTAL RIM RIM 1 1/4" 135E LSL X 9 1/2" = 200' total (10/20') LP BEAMS ** LP LSL BEAM 1 3/4" X 9 1/2" 155E (1 stick(s) total) (1/15) HANGERS HANGER Simpson ITS 256/95 (4 total) WEB STIFFENERS REQUIRED r X J ART FRAMING = AYOUT HERE LVL 1 "X111/8 "2. E 13' r'1r1Fr^-14 -`-', ;'-; '. L PI10 8/19' X< 111/6" 2" o.c: 1" X 11 °/S" 2,0E �i 6' 4 a 8/39 LPI18 X 11 1/8" e 16" o..c. 4/11' LPIIS X 11 'VS" . A 16" O,c. in- m` v J 1/5' LPI1S X 11 1/8" 0 16 ° o.c. - LEL 1 3 /44" X I1 1/8" L55E 4' W r; -4 8/28' LPI18 X 11 e16 "o 1/8" 550 LSL 1 3/4" X 11 1/8 in . =ai t=otter --1 ' v c 1_: 5 -r lLSL 3/4" X II VS" ISM 1 DD : 1/19' LPI18 X 11 1/8" e 16 o.c. GL6 6 3/4" X 21" 24F -V4 S-A. Canber 2 Le IL 1i-178 "1 t DESIGN CRITERIA UNLESS NOTED OTHERWISE: BUILDING CODE: IRC (ALLOWABLE STRESS DESIGN) ROOF LOADS: LIVE: 25 PSF DEAD: 15 PSF DURATION INCREASE: 115% DEFLECTION CRITERIA: L/360 LIVE L/240 TOTAL FLOOR LOADS: LIVE: 40 PSF DEAD: 15 1=5F DURATION INCREASE: 100% DEFLECTION CRITERIA: L/480 LIVE L/240 TOTAL. REFER TO FRAMING DETAILS FOUND ON LP DETAIL SHEET PROVIDED. FLOOR LAYOUT ASSUMES ROC iF FRAMING TO BE MANUFACTURED TRUSSES AND ALL ROOF LOADS BEAR DIRECTLY ON EXTERIOR WALLS. ROOF LOADS DO NOT BEAR ON INTERIOR WALLS. OTHER ASSUMPTIONS 1-IAVE BEEN MADE ABOUT THE ROOF FRAMING THAT MAY NOT 5E CONSISTENT WITH- THE ARCHITECT'S INTENT. ARCHITECT AND CONTRACTOR MUST REVIEW THESE DRAWINGS BEFORE PURCHASE AND INSTALLATION TO ENSURE THAT FLOOR FRAMING LAYOUT MEETS STRUCTURAL 1: EQUIREMENTS OF. ROOF FRAMING. PROVIDE SOLID FRAMING 'SQUASH BLOCKS', PER DETAILS 52 4 D2 AND SIMILAR AT BEARING FOR ALL FRAMING MEMBERS TO MATCH WIDTH OF POSTED MEMBER FROM ABOVE. REFER TO ARCHITECTURAL / STRUCTURAL DRAWINGS FOR CONCENTRATED LOAD LOCATIONS. IT IS THE RESPONSIBILITY OF iHE CONTRACTOR, ARCHITECT, AND ENGINEER OF RECORD TO REVIEW THESE DRAWINGS PRIOR TO CONSTRUCTION. SHOULD ANY DISCREPANCIES OCCUR BETWEEN THESE DRAWINGS ,AND ACTUAL CONDITIONS, CONTACT HUTTIG BUILDING PRODUCTS BEFORE PROCEEDING. UFFE = iz.4MfNG PLAN SCALE: 1/4 " =1' -0" 205141 -01 HCH: PLAN L2M -3168 (ELEVATION B) 05/30/12 ARROW LUMBER BUCKLEY CONTACT± MIKE MCGINNES UPPER FLOOR FRAMING PLAN LAYOUT: LH JOIST I- JOIST LP118 X 11 1/8" (68 sticks) total) (4/4) (1/5) (4/11) (35/19) (8/28) (2/30) (8/39) Total Linear Footage = 13S0feet 1 JOIST BLOCK I -JOIST BLOCK LPI18 X 11 1/8" RANDOM LENGTH= 83' TOTAL RIM RIM 1 1/4" 135E LSL X .11 1/8" = 180' total (9/20') LP BEAMS ** LP LSL BEAM 1 3/4" X 11 1/8" 155E (1 stickle) total) (1/4) (2/5) (2/6) (1/1) (I/13) LP LSL BEAM 3 1/2" X 11 1/8" 155E (2 stickle) total) (1/12) (I /16) LP LVL BEAM 1" X II 1'8" 2.0E (2 sticks) total) (1 /13) (1 /16) GLU -LAM BEAMS GLU -LAM BEAM 3 1/2" X 10 1/2" 24F -V4 STD. Camber (1 stick(s) total) (I /I1) GLU -LAM BEAM 5 1/2" X 12" 24F -V4 STD. Camber (1 stickle) total) (I /8) GLU -LAM BEAM 6 3/4" X 21" 24F -V4 STD. Camber (1 stickle) total) (1/24) HANGERS HANGER Simpson 141-ILLS 410 (I total) HANGER Simpson IUS 121%11.88 (3 total) HANGER Simpson IUS 256/11:88 (59 total) REVIEWED FOR CODE COMPLIANCE APPROVED. APR 0 9 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 2 9 2012 PERMIT CENTER p�� -372 A35 CLIP NOTES: JN LP I -Joist Nail Spacing NOTES: 1. Fastener sizes and closest spacing not specifically described below are beyond the scope of this document. 2. Fasteners are common wire on box nails. 3. 16d sinkers (3 ;" x 0.148 ") may be spaced the same as a 12d common wire nail. 4. Edge distance shall be sufficient to prevent splitting. 5. Nail penetration for edge nailing shall not exceed 2 inches for 16d nails and 2 inches for 10d and 12d nails. 6. For multiple rows of nails, the rows must be offset 1/2 inch or more from each other, and staggered. Rows must be equally spaced from the centerline 6f the product edge or face (whichever applies). 7. DO NOT USE the A35 framing angle (manufacturered by Simpson® Strong -Tie) or similar connectors with LP I- Joists. The following Shear Connector Replacement Schedule provides nailing patterns equivalent to the A35. Flange Thickness Fastener Orientation Fastener' Closet End Distance 121 EDGE Sd 4 smaller 6" 10d 4 12d 6" 16d Do Not Use FACE Ed 4 ema l ler 2" 10d 4 12d 3" 16d 4" Closet Spacing 6" 6" Do Not Use 3" 3" to A35 LP I -Joist Nail Spacing D2 Post Loads Squash blocks required under all post loads B3 LPI Blocking at Interior Support Blocking is required when I- Joists end at support: either butting or lapping Al LP Solid Start Rim Board Fasten rim board to each floor I -Joist using one 8d box nail per flange Same depth as I -joist Bearing Wall aligned under wall above See Note #6 below 8d at 6 "o.c. toe - nailed from outside of building. Cl Cantilever Detail No reinforcement required APA -rated 3/4" OSB (or equal closure, or as required by cod Full depth I- Joist, LVL, or OSB Rim blocking flLp B2 Squash Blocks at Interior Supports Blocking panels may be required with shear walls Use double squash blocks as specified.Squash blocks must be cut 1/16" taller than I- Joist. 2x4 min. Stagger 8d or 10d box nails to avoid splitting Bearing wall aligned under wall above Toe nail 8d or 10d box nail to plate NOTES: 1. Direct nail four 16d sinkers through bottom flange into bearing plate for every A35 being replaced. 2. Closest nail spacing per flange side: 4 ". 3. A35 spacing based on allowable Toad of 450 lbs per connector (see Simpson Strong -Tie catalog). 4. Nails to be installed alternately on each side of the web. A35 Spacing (in.) Equivalent 16d Sinker Spacing (In.) 48" 12" 32" 8" 24" 6" 16" 4" 12" 3" (Staggered)` I D°'1`,G PRODUCTS;. PHONE: (253) 941 -2600 / FAX: (253) 1 w J U V- C? m w C? Z 1 w Z N m5 _1 Z Q —J I- 0- w U 00� a U c73 (t 1=Z: 1 DATE OF DESIGN: 05/29/12 DATE OF REVISION: DESIGNER: LH HUTTIG DESIGN NUMBER: 205141 -01 PAGE: 1 ORIGINAL PLAN DATE: 04/05/12 J (SCALE: 1/4” = 1' -0"